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2015-372 I (Plans)r- 0 1�1 03 r 0 0 0 3 0 4 M i c E E U EL IL m c w N M E .. 0- 0 U 2 0 GENERAL NOTES 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 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 WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES PRIOR TO THE START OF ANY WORK WHICH CROSS NEW STORM DRAIN PIPE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 B. THE CONTRACTOR SHALL N07IFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TELEPHONE: (619) 546 -3606 C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA TELEPHONE: (800) 422 -4133. D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE: (800) 422 -4133 Z CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (MARCH 2000 EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 EDITION),AND THE SPECIAL PROVISIONS FOR THIS PROJECT. FIRE DEPARTMENT NOTES ALL ROADWAYS SHALL BE A MINIMUM OF 24' 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. PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT.• 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AN APPROVED BY THE APPROPRIATE INSPECTION DEPARTMENT OR AGENCY. 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 4. INSTALL TWO -SIDED "BLUE -DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE PER CFC SECTION 901.4.3 SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATION OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, THE TOP OF PIPE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF THE STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 7 INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 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. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXIS77NG CITY RIGHTS -OF -WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500• FX(858)558.1414 REVISIONS APPROVED DATE I- FiEV.SHTINDEX ff AA A I1.7/_ ABBREVIATIONS AC = ASPHALT CONCRETE PCC = PORTLAND CEMENT CONCRETE EP = EDGE OF PAVEMENT TC = TOP OF CURB FL = FLOWLINE BC = BEGIN CURVE EC = END CURVE FH = FIRE HYDRANT ROW = RIGHT OF WAY PCC = POINT OF COMPOUND CURVE PCR = POINT CURVE RETURN BCR = BEGIN CURB RETURN ECR = END CURB RETURN (72.89) = EXISTING ELEVATION PRC = POINT OF REVERSED CURVE ANG PT = ANGLE POINT MAR = MANUAL AIR RELEASE WAS = WATER AGENCY STANDARDS PVC = POLYVINYL CHLORIDE PIPE LIP = GUTTER LIP VERT. = VERTICAL HORIZ. = HORIZONTAL SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS EXIST. = EXISTING PP = POWER POLE SHEETINDEX PLANS FOR THE CONSTRUCTION OF C PUBLIC- STREET IMPROVEMENTS CITY OF ENCINITAS, CALIFORNIA ORAL COVE n\ v� m 0 m\ SHEET 1 - TITLE SHEET SHEET 2 - KEY MAP �? SHEET 3 - TYPICAL SECTIONS SHEET 4 - HYGEIA AVENUE STA 9+08.95 THRU 14 +75.00 PROJECT SHEET 5 - ASHBURY STREET STA 10 +00.00 THRU 14+00.00 SHEET 6 - AHBURY STREET STA 14 +00.00 THRU 18 +00.00 C�'TE SHEET 7 - ASHBURY STREET STA 18 +00.00 THRU 20 +05.11 i7 SHEET 8 - VULCAN AVE STA 8 +75.00 THRU 12 +50.00 SHEET 9 - VULCAN AVE STA 12 +50.00 THRU 15 +25.00 SHEET 10- CORAL COVE WAY WATER & SEWER STA 10 +00.00 THRU 12 +90.00 SHEET 11 - CORAL COVE WAY WATER & SEWER STA 12 +90.000 THRU 16 +00.00 SHEET 12 CORAL COVE WW WATER & SEWER STA 16 +00.00 THRU 18 +75.41 SHEET 13 3TONESTEPS WAYtWATER &SEWER STA 20 +00.00 THRU 24+00.00 SHEET 14 - STONES7� WAY {WATER & SEWER STA 24 +00.00 THRU 27 +19.74 SHEET 15 ) S116REBR_r-AKWAY?WATER & SEWER STA 30 +00.00 THRU 32+76.71 SHEET 16 . %4BLETOF WAYI'WATER & SEWER STA 50 +00.00 THRU 53 +00.00 SHEET 17 - ACCESS 6RI1/EWAY SHEET 18 - LA COSTA AVE & VULCAN AVE INTERSECTION SHEET 19 - ASHBURY STREET WATER LINE` )=o^ REF. omzy,, wor-A PAR-r SHEET 20- ASHBURY STREET WATER LINE - FDA REF, ONLY, NOTA OAR-r' "= SAN DIEGUITO WATER DISTRICT NOTES (CONTINUED) 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 907., PRIOR TO PIPE INSTALLATION. 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE 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 LIMITS OF THIS PROJECT. 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 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 DIEGUITO COUNTY WASTE DIVISION. 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT USE BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTIONS COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE; 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING AND BUILDING DEPARTMENT �D BY: REVIEWED �BY: ��/,(r REVIEWED BY: SIGNATURE EXPIRES 2 YEARS AFTER DATE REFERENCES I DATE DATE DATE: BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED EAIC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 DATE: LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER DEERING v R.C.E. 26514 DATE COSTA I i AVENUE L'A ice_- in c n Z A D O 8" P. VC. SEWER MAIN .................................................... ................I.............. :........ g m z y o m ST• 6" SEWER LATERAL ........ ............................... SS -01 ................. ............................... y 5 EA SANFORD VICINITY MAP NOT TO SCALE STATEMENT OF ENGINEER OF WORK Z m V �_n N THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED: ¢X d 6� DATE: RAY ND L. MARTIN - REGISTRATION NO. 48670, MY REGISTRATION EXPIRES ON 06130108 FIRM: HUNSAKER & ASSOCIATES SAN DIEGO, INC. ADDRESS: 9707 WAPLES STREET SAN DIEGO, CA 92121 TELEPHONE: (858 ) 558 -4500 - - - AS BUILTENGINE_E_R _ OWNER AS BUILT SHEA HOMES LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92131 6 23 , (858)526 -6500 OND L. MARTIN R.C.E. 46670 D, PARKS AND RECREATION DATE: THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). J. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -JULY 1992. 4. WATER AGENCY STANDARDS STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -JULY 2000. 2. STATE OF CALIFORNIA STANDARD PLANS -JULY 1992.,,_,,,_ 3. WATER AGENCY STANDARDS DESCRIPTION STD DWG SYMBOL SURFACE IMPROVEMENTS EXIST CABLE TELEVISION LINE ................................................ ............................... - r:I °•r EXIST ELECTRICAL ................................................................... ............................... - EXIST TELEPHONE ................. ............................... .......... - -- - -- - -- EXISTGAS MAIN ......................................................................... ............................... ..............._........... EXIST STORM DRAIN ................... EXISTCONTOURS ...................................................................... ............................... EXIST RIGHT -OF -WAY LINE ...................................................... ............................... PROPOSED RIGHT -OF -WAY LINE ................................................ ............................... PROPOSED CONTOURS ................................................................ ............................... 60 DAYLIGHTLINE ........................................................................... ............................... - J, �.� �L - - GRADEDSLOPES .......................................................................... ............................... PROPOSED SPOT ELEVATIONS ...................................................... ............................... 65 LOTLINE .................................................................................... ............................... A. C. PAVING ................................................................................. ............................... D.G. TRAIL (PER LANDSCAPE PLANS) ........................................ ............................... 6" TYPE 'G' CURB & GUTTER .................... G -2 ...................... ............................... 4" PCC SIDEWALK ....... ............................... G -7 & G -9 ......... ............................... CONCRETE DRIVEWAY .................................. G- 14B...................... ............................... _ TYPE "A" CURB RAMP TYPEI CURB RAMP ........................................................... ............................... TYPE II CURB RAMP TYPE III CURB RAMP CONCRETE CROSS - GUTTER .. ............................... G -12 ............................... STREET LIGHT ANCHOR BASE FOUNDA77ON .............(100 WATTS H.P.S.) .................. 0--0/ WATER EXISTWATER LINE ................................................................... ............................... _. 6" PVC WATER MAIN (C -900, CL 200) .................................. ............................... w 8" PVC WATER MAIN (C -900, CL 200) .................................. ............................... w 1" WATER SERVICE .............. ............................... WC -17 & WS- 09...................,.. ; 8 "112" RESILIENT WEDGE GATE VALVE .............. WV -02 .......................................... -� 2" BLOW OFF ASSEMBLY ..... ............................... WB -01 ........ ............................... 2" MANUAL AIR RELEASE ... ............................... WA -01 ......p FIRE HYDRANT ..................... ............................... WF -01 ......... ............................... 51,436 LF 2,730 9,593 498 � 2,983 2 EA 39 LF 2,264 LF 67 EA 13 EA & EA 5 EA Q 5 EA SEWER EXISTSEWER LINE ............................................................:........ .................rc............ ............................ 8" P. VC. SEWER MAIN .................................................... ................I.............. :........ g 2,077 LF 4" SEWER LATERAL ........ ............................... SS -01 ................. ............................... y 21 .EA ''© 6" SEWER LATERAL ........ ............................... SS -01 ................. ............................... y 5 EA SEWER MANHOLE ............. ............................... SM -06 ............... ...................:........... � 11 EA SEWERSTATIONING ........... ......... ........ ......... ....................... .................• 50 +00.00 DEEP CurSEw61i LATERAL S -/8 �_� /6 EA LEGAL DESCRIPTION LEUCADAA WASTEWATER PISTRICr APPROVAL of 45ELTA I REVES16,V ALL THOSE PORTIONS OF BLOCKS 11, 12 AND 17 OF NORTH LEUCADIA IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCO ^DING TO MAP THEREOF NO. 524, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 6, 1888, TOGETHER WITH THOSE PORTIONS OF THE CLOSED STREETS AND ALLEYS ADJOINING SAID BLOCKS. PUBLIC WORKS DEPARTMENT' Underground Service Alert TOIL FREE R 4�,�07 CALL L B TOLL T FREE ,Zc,o7 1- 800 422 -4133 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. PUBLIC IMPROVEMENT PLANS FOR: DATE: APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED R1/-1 APPROVED 2Lk- NAME DATE: _7 / o oe BY: �I • ILA l BY: )a (2. R.C.E. N0. 48670 MASIH M�AHER PETER COTA- ROBLES RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: V y /f) ` -7 DATE: s? /9! 4 ?-- TITLE SHEET CORAL COVE 1 372- CASE NO: 03 -090 T M I SHEET 1 OF FO R: \0324 \&Eng \Pub1ic Improvements \0324A101.dwg[ 2018 ]Jul-18-2007:1 :04 d 'v V, h I O 3 O is �v h I to A r ENGINEER'S SPECIAL NOTES 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. J. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) 558 -4500. 4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS -BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. HUNSAKER & ASSOCIATES S A N D I E C O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED I DATE V15s SEWER 4A A/1 11� !- ",/l1T - w71 u 9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN ,PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. 11. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE "CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY, - 12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDENT IS REQUIRED TO UPDATE SAID PLANS WITH AS -BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. 14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS -BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. 18. ALL UTILITIES SHALL BE CONSTRUCTED FROM THE DOWNSTREAM POINTS OF CONNECTION OR OUTLET POINT CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ALL ADDITIONAL COSTS OF RESTAKING OR RECONSTRUCTION OF ANY GRADING OR IMPROVEMENT WORK PUT IN PLACE WITHOUT FIRST COMPLETING WORK TO VALIDATE ALL POINTS OF CONNECTION. REFERENCES DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322, O'1 L1 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1" =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 SCALE: 1"= 80' RECORD DRAWING CONTRACTOR'S NOTE A NESTING BIRD SURVEY SHALL BE COMPLETED BY A QUALIFIED BIOLOGIST 72 HOURS PRIOR TO ANY VEGETATION CLEARING ACTIVITIES IF DEVELOPMENT OCCURS DURING THE GENERAL BREEDING SEASON (JANUARY 1 THRU SEPTEMBER 15). CONTRACTOR SHALL COMPLY WITH ALL OTHER MEASURES DEFINED IN THE MITIGATION, MONITORING AND REPORTING PROGRAM DATED MAY 2006 AS DESCRIBED UNDER MEASURE 810 -1 OF THE AFOREMENTIONED REPORT. COSTA AVENUE_ N Tj KEY MAP SCALE: 1"=80' I cnrklm SUBDIVISION BOUNDARY SEWER LINE WATER STORM DRAIN SHEET NO. EASEMENT LINE FIRE HYDRANT STREET LIGHTS SCALE: 1 80' 0_ � LEUCADIA WATER DISTRICT GENERAL NOTES: 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, PIPE MATERIAL PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY LOCATION OF MANHOLE (ADDRESS) INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED MH INVERT EL (FEET) FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING MANHOLE TYPE (ANG,S TD, .DE,D IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR - UPS OR AFTER CONSTRUCTION. DWN PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF DESC. TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND DESC. ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE DWN TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR DWN CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH DWN PUBLIC WORKS CONSTRUCTION ( GREENBOOK) AND THE REGIONAL DWN AND RECORD THE MONUMENT CHANGE PER STATE LAW. DWN STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF TO 03 -0151 6238387.7 CONFLICT THE LWD SEWER STANDARDS GOVERN. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED PVC 1.00% CORAL- COVE BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY 61.93 58.45 49.03 REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER STD EXCEPTION. 2 SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND 03 -0153 TO 03 -0152 STATE HEALTH DEPT REGULATIONS 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. 8 PVC 1.00% DOCUMENTS ON THE JOB SITE AT ALL TIMES. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE 61.12 61.93 DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE .12.70 SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER SID YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL 2 UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD TO REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN 6238525.4 INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 99.71 WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD 1 PVC 1.00% CORAL COVE WITHOUT EXPENSE WHATSOEVER TO LWD. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE 62.21 61.12 51.11 SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. STD PLANS. 1 NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY 03 -0155 TO 03 -0154 OR COMPLETENESS OF THE SEWER QUANTITIES. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT 8 PVC 1.00% EACH LATERAL LOCATION BY THE CONTRACTOR. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP 66.77 52.21 DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH 10.90 SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH SID LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED 1 MATERIALS ARE APPROVED BY LWD. TO AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL 6239068.7 1973451.0 260.40 TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST B. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE CORAL COVE BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL CORAL DOVE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD 70.72 SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL 5925 STANDARD SPEC SURVEY REQUIREMENTS. /�, ¢7 THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A 29, ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT 03 -0157 LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 03 -0156 PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE 1973690.0 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 8 CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT ,Z,.00% CORAL COVE UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN 70.72 FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED 59.45 OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER // - -27. AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. STD APPROPRIATE AGENCIES. 1 03 -0158 TO 03 -0152 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY PVC SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE CORAL COVE SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING CORAL COVE RECOMMENDED BY THE PIPE MANUFACTURER. 63.83 THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS 52. 2 49.23 > 1.81 TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD 1 CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION 03 -0159 SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 03 -0158 THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE 1973513.0 134.69 8 FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY 65.28 63.83 ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. 11.61 SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE STD CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 1 OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD TO 03 -0159 6238738.3 INSPECTOR PRIOR TO EXCAVATION. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND PVC %85 CORAL COVE COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS 68.28 APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE B8:($ AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN q_�o FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE STD DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED 1 ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST 03 -0162 INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN 03 -0161 MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH 1973651.8 A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS 8 DISTRICT ENGINEER APPROVAL. ,Z. 00% SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN CORAL COVE GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING 59.88 SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. 9.`t0: SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE STD CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND 1 FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. GASKET CORP., OR APPROVED EQUAL. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON 36. ALL MANHOLES SHALL BE VACUUM TESTED i) BEFORE BACKFILL, 2) THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S OR DAMAGE AFTER BACKFILL. KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING UTILITIES AND UTILITY LATERALS. FACILITIES OR STRUCTURES NOT SHOWN. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. DIAMETER PER LWD STD DWG S -3, MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S -4. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422- 4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL 40. MH'S SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR BE POT HOLED PRIOR TO TRENCHING. A POLYURETHANE PROTECTIVE LINING SYSTEM PER SECT 500 -2 OF 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, THE GREENBOOK FOR: STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. A. ALL NEW MH'S B. ALL EXISTING MH'S WITH NEW CONSTRUCTION 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS C. ALL EXISTING LINED MH'S THAT REQUIRE NEW CONCRETE RISER ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED RINGS AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (LE), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A MANHOLE TO CENTER OF MANHOLE. PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS. RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT CONSTRUCTION. DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE 'PROJECT. LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW SEWER MAIN MANHOLE I.D. NUMBER UPS MH COORDINATE PIPE LENGTH (FEET) PIPE DIA. (l N.) PIPE MATERIAL SLOPE (%) LOCATION OF MANHOLE (ADDRESS) MH RIM EL. (FEET) MH INVERT EL (FEET) MH DEPTH (FEE T) MANHOLE TYPE (ANG,S TD, .DE,D NO. OF LINE THROUGH M - UPS DWN X Y UPSTREAM DOWNSTREAM ADDRESS DESC. ADDRESS DESC. UPS DWN UPS DWN UPS DWN UPS DWN UPS DWN 03 -0152 TO 03 -0151 6238387.7 1973204.0 132.44 8 PVC 1.00% CORAL- COVE CORAL COVE 61.93 58.45 49.03 47.71 12.90 10.74 STD STD 2 2 03 -0153 TO 03 -0152 6238455.0 1973229.2 67.89 8 PVC 1.00% CORAL COVE CORAL COVE 61.12 61.93 49.91 49.23 11.21 .12.70 STD SID 1 2 03 -0154 TO 03 -0153 6238525.4 1973305.4 99.71 8 1 PVC 1.00% CORAL COVE CORAL COVE 62.21 61.12 51.11 50.11 11.10 11.01 STD STD 1 1 03 -0155 TO 03 -0154 6238813.3 1973382.6 294.11 8 PVC 1.00% - CORAL COVE CORAL COVE 66.77 52.21 54.25 51.31 12.52 10.90 STD SID 1 1 03 -0156 TO 03 -0155 6239068.7 1973451.0 260.40 8 PVC / $¢ % CORAL COVE - CORAL DOVE 70.72 66.77 5925 54.45 /�, ¢7 12.32 I TO STD 1 1 03 -0157 TO 03 -0156 6239004.7 1973690.0 243.40 8 PVC ,Z,.00% CORAL COVE CORAL. COVE 71.37 70.72 &f-.32 59.45 7.05 // - -27. STD STD 1 1 03 -0158 TO 03 -0152 6238314.5 1973477.1 278.71 8 PVC 1.00% CORAL COVE CORAL COVE 63.83 61.93 52. 2 49.23 > 1.81 72.70 STD STD 1 2 03 -0159 TO 03 -0158 6238448.5 1973513.0 134.69 8 PVC 1.00% CORAL .COVE CORAL COVE 65.28 63.83 53.57 52.22 11.71 11.61 STD STD 1 1 03 -0161 TO 03 -0159 6238738.3 1973590.7 296.00 8 PVC %85 CORAL COVE CORAL COVE 68.28 65.28 B8:($ 53.77 q_�o 11.51 STD STD 1 1 03 -0162 TO 03 -0161 6238966.5 1973651.8 232.31 8 PVC '. ,Z. 00% CORAL COVE CORAL COVE 70.68 68.28 (03.(0$ 59.88 7,03 9.`t0: STD STD 1 1 PLANS PREPARED UNDER SUPERVISION OF p /SU�PERVIISOR NAME DATE' 2 y/ �� L Lj /„r 'gal y L/45j,40-4- R.C.E. NO. 48670 YMOND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 APPROVALS RECOMMENDED /� APPROVED BY: ! I7 I • BY: L C4, /)L MASH MAHER PETER COTA - ROBLES DATE: gloZ(O% DATE: 8A1Aa- CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N( PUBLIC IMPROVEMENT PLANS FOR: KEY MAP & DETAILS 372-1 CORAL COVE CASE NO: 03 -090 T. M SHEET 2 OF 20 R: \0324 \ &Eng \Public Improvements \0324A102.dwg[ O]Jul -19- 2007:15:02 0 0 CO O 3 SIDEWALK EASEMENT 5' 8' PARKING 50' GENERAL UTILITY EASEMENT 40' PRIVATE STREET 8' I. 5' SIDEWALK EASEMENT 2 32' PRIVATE STREET 'L 5' 8' 12' 12' 5' 4' PARKING PROPOSED SOUTH ADDITIONAL LANDSCAPING EASEMENT I. 6' '4' EXISTING SOUTH R SIDEWALK EASEMENT SIDEWALK WHERE SHOWN ON PLAN CURB & GUTTER CURB & GUTTER Section T,I. =6.0 EXISTING NORTH R 7' 25' MIN - 27' MAX 18' 10' 7' 8' 2' 8' -10' 7' -9' 3' A VARIES VARIES MA) EXISTING FENCE RETAINING WALLJ OR PERIM17ER WALL MEANDERING SIDEWALK *SEE NOlE BELOW 4" AC /6" CLASS 11 AB Ac PROPOSED ,g r CURB e -A 3Z j,Yavl S 7 (bt5- 35- 7q.b�,15 z ASHBURY STREET (PUBLIC STREET) EAST OF EUCALYPTUS AVENUE (Typical Section) NOT TO SCALE T,I. =6.0 *MEANDERING SIDEWALK ALONG ASHBURY STREET TO BE EARTH TONE IN COLOR WITH SALT FINISH PER CONDITION SCZ12 OF THE CONDITIONS OF APPROVAL. FOR MORE SIDEWALK SPECIFICATIONS SEE LANDSCAPE PLANS PROPOSED EXISTING EXISTING SOUTH SOUTH NORTH ROW R 35' PUBLIC STREET 10' PROPOSED ROW 25' EXIS77NG ROW ADDITIONAL LANDSCAPING 7 25' MIN - 27' MAX EASEMENT 18' 10' 6' 7' Xl, 5' -7' 1, 8' -10' 7' -9' 3' HOA VARIES VARIES q VARIES JMAX' / J, 4' 1 1 RETAINING WALLJ OR PERIMITER WALL MEANDERING SIDEWALK PROPOSED *SEE NOTE ABOVE 4" AC 16" CLASS 11 AB AC PAVEMENT CURB & GUTTER HUNSAKER ASHBURY STREET (PUBLIC STREET) & ASSOCIATES NOT A T TO OF S LE EUCALYPTUS AVENUE (Typical Section) S A N D I E C 0, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(QCMQC84500 EX(858)558141 EXIS7NG FENCE NERAL UTILITY EASEMENT 40' PRIVATE STREET R 24' -32' GENERAL UTILITY EASEMENT R 12' 12' 8' PARKING WHERE SHOWN CURB &GUTTER .t- tOD /F /ED TYPE G H �K\�)�Y(PRIVATE STREET) `sTA 0 0�`0. D`TCY32 +82.71 (Typical Section) NOT TO SCALE T,1. =6.0 (E) (P) ZEST EAST EAST R 55' PUBLIC STREET R R 50' 5' 25' 30' 5' 5' 12' 12' 5' 8' 5' 3' FUTURE BIKE I BIKE PARKING SIDE TRAIL BY LANE LANE WALK OTHERS 2% 2%_ NORTH VULCAN AVENUE (PUBLIC STREET) (Typical Section) NOT TO SCALE T.1. =8.0 NOTE. STREET STRUCTURAL SECTIONS SHOWN HERE ARE MINIMUMS. SEE RECOMMENDATION BY SOILS ENGINEER BASED ON R" VALUES. TO BE DEDICATED TIER MAINTAINED (P) (E) WEST SST EAST CURB & GUTTER - NOT TO SCALE T.1. =6.0 z m m A GRIND AND OVERLAY DETAIL NOT TO SCALE Q`a �J / GJ t 0005 0 ,qx 0" CURB 6" CURB 6 6 Z GAR 12" WIDE BORDER 0" CURB WITH 114" GROOVES APPROX. 314" D.C. 5' PRIVATE PEDESTRIAN RAMP - TYPE B NOT TO SCALE RAMP PER ADA REQUIREMENTS SEWER LATERAL TABLE' LOT NUMBER STREET STA @ MAIN lE P MAIN LENGTH (FTJ DROP TO MAIN (FT) If @ PL SLOPE (%J FS EL @ PL DEPTH @ PL PAD ELEV. UPSTREAM MH RIM ELEV. BACKFLOW PRE VENTER REQUIRED REMARKS 1 18 +61.4 SS.So 52.22 1.20 65.25 /0.6¢ 70.75 5.50 73.20 70.72 NO 2 18 +66.41 5$.•)¢ 41.30 1.20 65.66 /¢, 22 71.76 5.50 72.90 70.72 NO 3 50 +86.35 (0,p. /rj 19.00 1.20 66.46 1&,q1 77.96 5.50 73:70 71.37 NO 4 51 +60.54 (pl,(oj 19.00 1.20 67.28 23,¢2, 72.78 5.50 73.60 71.37 5 52 +05.68 (02.53 19.00 1.20 67.12 /7,8z 72.62 5.50 73.30 71.37 6 52 +75.44 63.gj 19.00 1.20 (,g.35 7_.61 71.77 6 4 73.30 71.37 7 52 +90.00 (o4rzz 77.43 1.20 66.00 /y. 0( 77.50 5.50 73.70 71.37 8 26 +64.00 G3,cfj' 9.00 1.20 65.47 $.po 70.97 5.50 72.50 70.68 9 25 +91.52 (02, /p 9.00 1.20 64.75 16, (/ 70.25 5.50 71.80 70.68 MA/O 10 25 +44.14 (01.15 9.00 1.20 64.28 21,¢/ 69.78 5.50 77.20 70.68 11 24 +59.90 4.47 9.00 1.20 63.43 3D. 09 68.93 5.50 70.50 70.68 12 24 +79.38 5$.5 9.00 1.20 63.03 j/0,¢p 5.50 69.90 68.28 13 23 +34.97 5(qq 9.00 1.20 62. 78 4�, 31 5.50 69.20 68.28 14 22 +87.15 56,00 9.00 4.00 61.64 5.50 68.50 68.28 OEEYCgTLAT,ERRL 15. 22 +04.90 S¢59 9.00 5.00 60..88 1¢ 34. r67. 5.50 67.80 68.28 YES DEEP CUT LATERAL .. 16 22 +40.00 55,;.4- 29.00 1.20 61.07 15.47 5.50 6750 68.28 YES 17 23 +73.00 S(,,5j9 29.00 1.20 67.80 13,84- 5.50 68.20 68.28 YES 18 23 +60.06 57.4/0 29.00 1.20 62.27 (Z�((0 5.50 68.80 68.28 NO 19 24 +24.38, ,(,S 29.00 LOO 62.92 /p, (0p . 5 5 769. 50 68.28 NO 20 24 +80.33 c�4,88 29.00 1.20 63.48 $.29 68.98 5.50 70.10 70.68 YES 21 25 +49.14 (p(, -j 29.00 1.20 64.16 5. 8�7 69.66 5.50 70.80 70. 68 NO 22 25 +96.52 62.20 29.00 1.20 64.63 ¢ „Z4 70.73 5. 0 71.50 70.68 NO 23 26 +60.36 ( 34 29.00 1.20 (o¢ 92 .2,67. 70.78 �.B5 72.10 70.68 NO 24 18 +24.06 .$7$l 23.00 1.20 64.63 �. 2¢,¢rj . 13 71.20 70.72 NO 25 17 +47.06 56, 3`l 23.00 1.20 63.47 .?S• 57 68.97 5.50 70.30 70.72 YES 26 16 +99.56 5S. S( 23.00 1.20 62.75 x,25 68.25 5.50 69.40 70.72 YES 27 16 +23.30 $4:(/ 23.00 5.00 67.67 /0..$S 67.11 5.50 68.50 70.72 YES DEEP CUT LATERAL 28 15 +82.76 54.03 23.00 5.00 61.01 .`60 66,57 550 167.60 66.77 NO DEEP CUT LATERAL 29 15 +18.31 53.39 23.00 1 5.00 60.04 7.18 65.54 5.50 66.70 66.77 YES DEEP CUT LATERAL 30 14 +69.10 52.90 23.00 5.00 59.37 6.15 64.81 5.50 65.80 66.77 YES OEEP CUT LATERAL 31 13 +95.89 52.16 23.00 4.00 58.21 8.90 63.71 5.50 85.70 56.77 YES DEEP CUT LATERAL 32 13 +90.89 52.11 22,26 4,00 58.74 9.70 63.64 5.50 64.70 66.77 YES DEEP CUT LATERAL 33 14 +64.10 52.85 22.26 4.00 59.23 10.71 64.73 5.50 65.70 66.77 YES DEEP CUT LATERAL 34 15 +11.57 53.32 22.26 5.00 59.94 7.27 65.44 5.50 66.50 66.77 YES DEEP CUT LATERAL 35 5 +92.76 54.131 22.26 5.00 1 67.75 9.06 66.65 5.50 67.50 66.77 NO DEEP CUT LATERAL. 36 16 +26.59 S4!' 22.26 5.00 6.1.66 $_�j( 67.76 5.50 68.40 70.72 YES DEEP CUT LATERAL 37 17 +13.64 t $577 22.26 4.00 62.96 $,4•$ J 68.46 5.50 69.30 70.72 YES DEEP CUT LATERAL 38 17 +51.62 56.47 2226. 7.20 63.53 x.3..7& 69.03 5.50 1 70.20 70.72 YES 39 18 +29.0657.'70 22.26 1.20 64.69 (,`1.q0 70.79 5.50 77.10 70.72 NO 40 -45 20 +57.58 1 2.84 9.00 6.00 59.40 6.18 64,90 5.50 65.60 65.28 NO DEEP CUT LATERAL 46 -51 32 +75.32 57.97 5.26 6.00 58.82 16.14 64.32 5.50 64.50 63.83 NO DEEP CUT LATERAL 52 -57 31 +01. 10 50.23 5.26 6.00 57.57 24.36 63.01 5.50 62.70 63.83 YES DEEP CUT LATERAL 58 -63 31 +08.10 50.30 20.00 6.00 57.72 711 63.22 5.50 63.30 63.83 YES DEEP CUT LATERAL 54 -69 20 +93.91 53.21 21.00 5.00 59.77 7.44 65.27 5.50 65.50 65.28 NO DEEP CUT LATERAL- Q b GN 4 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO I REVISE SEwEft DESCRIPTION: BRASS DISK STAMPED ENC -,04 L.S. 7322 REVISE CROSS SECTION LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE PLANS PREPARED UNDER SUPERVISI -� RECOMMENDED APPROV PUBIJC IMPROVEMENT PLANS FOR: HORIZONTAL i " =20' - 37` $-$LlIZT `�• �• o -1 L'1 OF RAINTREE DRIVE 250' NORTHERLY FROM THE DATE: 1 D 7 TYPICAL SECTIONS & DETAILS `) - PE ISOR NAME CORAL COVE INTERSECTION OF RAINTREE DR. I NO SANO.S. DR. 1 48670 BY: BY: VERTICAL 1 " =4' � W L Zs �,J' / 0 R.C.E. N0. MASIH MAHER PETER COTA- ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 c ELEVATION: 65.480 DATUM: NGVD29 - OND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: Fi ��'/ Q7 DATE: -JG CASE NO: 03 -090 T M .SHEET 3 OF 20 3 R: \0324 \ &Eng \Public Improvements \0324A103.dwg[ O]Jul -20- 2007:09:41 M MlE- NEI m wm mmmmmmmmmmmmm FIA14 m mm c1l't yy EXIS77NG . . ....... OF ... ....... . AT ROW t GRIND &-'OVERLAY Sa EXISTING -- - - - -------- - --- WA 7, Eff - r 7-RE114AIN L w +W t- 7, t. ........... . ....... is 6 ... . ....... OXI LWA W,.x 7 9+ ................ . . . . . ..... RfiWER POLE TO REMAIN S -W- SH E -T9 &-20 FOR PUBLIC WATER IMPROVI�115 Lul ASHBURY STRE NEE Z!ilihhT Y jb o co00 + EXISTING DRIVEWAY TO REMAIN 7 6 5 4 2 EXISTING SCORE JOINT v REBUILD EXISTING DRIVEWAY TO SCORE 'ou HYGEIA AVENUE (RS 1340) �6(-) 'i JOINT EXIS77NG DRIVEWAY--;"t' -, m TO REMAIN (PUBLIC STREET) �--EXISTING ROW GRADE 1 ABOVE CONNECT PROPOSED GUTTER To EXISTING 5.5m HUNSAKER MODIFIED DRIVEWAY DRIVEWAY I -:-N SCORE JOINT REMOVE TIIVG-,l 17 9VLoFES. & ASSOCIATES 20 0 20 40 60 WPM, SAN DIEGO, INC I BEARING /DELTA DRIVEWAY FROM EXISTING EDGE 112" R REw4ARKS TO REMAIN SCORE JOINT OF PAVEMENT Z z 445.52'( DRAIN TO PROPOSED 2 NO. 48670 SCALE 1"=20 PLANNING 9707 Waples Street MOD G-24 CONCRETE DRIVEWAY SECTION A-A EXP. 6/30/0 a ENGINEERING San Diego, Ca 92121 NOT TO SrALE NOT TO SC4LE TRANSITION SURVEYING PH(858)558-4500. FX(858)558-1414 N 15*0248m W C�F CN%Q� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS 8T6 SEWER AA.AA 2 DESCRIPTION' BRASS DISK STAMPED ENC-04 L S. 7322 11 MEN NONE MMMMEMEMEM NONE ME No 0 EMEEM 0 N1,19119 0 VI 4 " 4w's 1,1111119 -A F-71 ILL I .......................... .. ..... IL� .......... .......... 11+00 12+00 13+00 14+00 c1l't yy EXIS77NG . . ....... OF ... ....... . AT ROW t GRIND &-'OVERLAY Sa EXISTING -- - - - -------- - --- WA 7, Eff - r 7-RE114AIN L w +W t- 7, t. ........... . ....... is 6 ... . ....... OXI LWA W,.x 7 9+ ................ . . . . . ..... RfiWER POLE TO REMAIN S -W- SH E -T9 &-20 FOR PUBLIC WATER IMPROVI�115 Lul ASHBURY STRE NEE Z!ilihhT Y jb o co00 + EXISTING DRIVEWAY TO REMAIN 7 6 5 4 2 EXISTING SCORE JOINT v REBUILD EXISTING DRIVEWAY TO SCORE 'ou HYGEIA AVENUE (RS 1340) �6(-) 'i JOINT EXIS77NG DRIVEWAY--;"t' -, m TO REMAIN (PUBLIC STREET) �--EXISTING ROW GRADE 1 ABOVE CONNECT PROPOSED GUTTER To EXISTING 5.5m HUNSAKER MODIFIED DRIVEWAY DRIVEWAY I -:-N SCORE JOINT REMOVE TIIVG-,l 17 9VLoFES. & ASSOCIATES 20 0 20 40 60 WPM, SAN DIEGO, INC I BEARING /DELTA DRIVEWAY FROM EXISTING EDGE 112" R REw4ARKS TO REMAIN SCORE JOINT OF PAVEMENT Z z 445.52'( DRAIN TO PROPOSED 2 NO. 48670 SCALE 1"=20 PLANNING 9707 Waples Street MOD G-24 CONCRETE DRIVEWAY SECTION A-A EXP. 6/30/0 a ENGINEERING San Diego, Ca 92121 NOT TO SrALE NOT TO SC4LE TRANSITION SURVEYING PH(858)558-4500. FX(858)558-1414 N 15*0248m W C�F CN%Q� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS 8T6 SEWER AA.AA 2 DESCRIPTION' BRASS DISK STAMPED ENC-04 L S. 7322 PLANS PREPARED UNDER SUPERVISI�N OF, RECOMMENDED APPR 14A-.44 .1. -1E WtST SIDE HORIZONTAL 1"=20' 06 2.1&. Idl LOCATION: ON DRAINAGE BOX INLET ON T1 UI?9 v 11 OF RAINTREE DRIVE 250' NORTHERLY FROM THE — SU E21SOR NA DATE: BY: 11A. IV BY: Oi 110 INTERSECTION OF RAINTREE DR. AND SANFORD DR. MASIH MAAEI� PETER COTA-ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 R"OND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6-30-08 DATE: DATE: 7r VERTICAL 1"=4' R.C.E. NO. 4867n v 14 1/0;p S/9/0— Cl 1 EXISTING EDGE OF PAVEMENT BEGIN GRIND & 01 14+80.00 END GRIND & OVE .GRIND & OVERLAY EXISTING CENTERLINE DATA FO I BEARING /DELTA RADIUS POWER POLE REw4ARKS TO REMAIN N 15*02480 W 445.52'( DRAIN TO PROPOSED 2 BROW DITCH SUBDIVISION BOUNDARY EXISTING CENTERLINE DATA FO I BEARING /DELTA RADIUS LENGTH REw4ARKS 1 N 15*02480 W 445.52'( +"R ALL CTJRR DATA ❑ BEARING /DELTA RADIUS LENGTH EMARKS 1 N 15*02480 W 445.52'( +"R ALL 2 N 15'02'48m W 397.35' --bf� J N 15*0248m W 6.00' TRANSITION 4 N 15*0248m W 10.00' 0" CURB ki CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0. j PUBLIC IMPROVEMENT PLANS FOR: HYGEIA AVENUE (1340) 372-1 CORAL COVE CASE NO: 03-090 T M SHEET 4 OF O R:\0324\&Erg\Publ!c Improvements\0324Al04.dwg[ 0]Jul-19-2007:15:03 EXIST• LWA SMH `NO. 03 -0/60 20 0 20 40 60 SCALE 1'° =20' HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED F ATE I E .: I .. <. EXISTING AiSY� - 1- rrs L - ! w LW FAIR 0 021 1 - _ Pik ® 1 - i ® ® ®® ' I I ! 00 M J- MENEM - low o oil ° ' ° ° ° M MMF t � Emimm ® ®® m momomcmi MEMO 0 0 m mommlm ` `I I I ZIN N No t 0 lop I - - 3 1 1.,, 0 ll !i 1 - 1 i O V 1P e RMEWMr- F a PE =1= • iww - ! D+ G nhI c � r a 1= N R - oo Q - - �, 1, 1 - I- -- . I= I o 0 r - 1 r r J - 10 +00 EXIST• LWA SMH `NO. 03 -0/60 20 0 20 40 60 SCALE 1'° =20' HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED F ATE I E .: I .. <. EXISTING AiSY� ME 0 MEE MEMO NONE SOME ! M MENEM 0 lm&-�Ismol !I. NMI ! NONE IN ! molloo ®ENE _ _ = =1 ! � ! = 1 ! Via® MEE 1 IN MM MEE 1 ® 1 ! ®®off® 1 MOEN INN MEN ® ® NMI ny i dI tt ` 7 — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — .r v.. S { } 1 — — _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° t % - - - -- - - - - - - - - TO BE !J. " ^ 1` C'1 TAINEDAPER �I--- LANDSCAPE EASEMENT VULCAN AVENUE Q N2 3t PER FINAL MAP 4' PUBLIC PEDESTRIAN a+ SEPARATE � EASEMENT PER FINAL MAP SEE SHEET 8 z ° 70�' Q oo a ^ $CUMENT 2 2 WJ �J ASHBURY STREET Ln �� 023 �r 0 N (PUBLIC STREET) .I.4 +yam M11 NVl ry MaC°J Q �4 o o-LL n N� Q`yOFESS /OH Mq4( HE•MDDIFIED D -25 CURB OUTLET s/?Wz., DRAlNBTREETRUiYO)=P' 77VROU6.V Cug8 z m OUTLET ,9R,5 SING GGYDER _VDEWAL7C w N0. 48670 m EXP. 6/30/08 ArVD fiilTO WATER QtLgGlTY .SAS /N. SEE- DWG. 371 -G SH7. S9- FoR °P CoN57'RUCT/01V DET,414 S , �,. q� � CAl1f� EXISTING CENTERLINE DATA Q 1 BEARING DELTA RADIUS LENGTH REMARKS 1 N 7459'57" E 303.00 ° 2 N_74-595 E 97.00° CURB DATA ❑ ELTA RADIUS LENGTH 1 7" E 348.00' 6" iYPE G C &G SEE LANDSCAPE PLANS o FOR SIDEWALK TREATMENT L n °moo 70 o N 0W La 0 j 2W o Q y� ro Okim w Boa q pq ZNQ /� 14 REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISIQN QF RECOMMENDED APPROVEEE///��� % LR - LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE S PE ISOR NAME n DATE: Zy D BY: ,�V l• BY: VERTICAL 1 ° =4' INTERSECTION OF RAINTREE DR. AND SANFORD DR. �� J G R.C.E. N0. 48670 MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 R6e6ND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: Sf--� `rl 077 DATE: CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: ASHBURY STREET 372-1 CORAL COVE CASE NO: 03 -090 T M SHEET 5 OF 20 E 3 R:\0324\&Eng \Public Improvements\0320I 05.dwg[ 2018]Jul -24- 2007:10:52 w 1 1111110 r rrs L ! w LW FAIR 0 021 Pik ® ® ® ®® MENEM ! ! 00 M MENEM low o oil ° ° ° ° M MMF Emimm ® ®® m momomcmi MEMO 0 0 m mommlm ` `I I I ZIN N No 0 lop 3 1 1.,, 0 ll !i ny i dI tt ` 7 — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — .r v.. S { } 1 — — _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° t % - - - -- - - - - - - - - TO BE !J. " ^ 1` C'1 TAINEDAPER �I--- LANDSCAPE EASEMENT VULCAN AVENUE Q N2 3t PER FINAL MAP 4' PUBLIC PEDESTRIAN a+ SEPARATE � EASEMENT PER FINAL MAP SEE SHEET 8 z ° 70�' Q oo a ^ $CUMENT 2 2 WJ �J ASHBURY STREET Ln �� 023 �r 0 N (PUBLIC STREET) .I.4 +yam M11 NVl ry MaC°J Q �4 o o-LL n N� Q`yOFESS /OH Mq4( HE•MDDIFIED D -25 CURB OUTLET s/?Wz., DRAlNBTREETRUiYO)=P' 77VROU6.V Cug8 z m OUTLET ,9R,5 SING GGYDER _VDEWAL7C w N0. 48670 m EXP. 6/30/08 ArVD fiilTO WATER QtLgGlTY .SAS /N. SEE- DWG. 371 -G SH7. S9- FoR °P CoN57'RUCT/01V DET,414 S , �,. q� � CAl1f� EXISTING CENTERLINE DATA Q 1 BEARING DELTA RADIUS LENGTH REMARKS 1 N 7459'57" E 303.00 ° 2 N_74-595 E 97.00° CURB DATA ❑ ELTA RADIUS LENGTH 1 7" E 348.00' 6" iYPE G C &G SEE LANDSCAPE PLANS o FOR SIDEWALK TREATMENT L n °moo 70 o N 0W La 0 j 2W o Q y� ro Okim w Boa q pq ZNQ /� 14 REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISIQN QF RECOMMENDED APPROVEEE///��� % LR - LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE S PE ISOR NAME n DATE: Zy D BY: ,�V l• BY: VERTICAL 1 ° =4' INTERSECTION OF RAINTREE DR. AND SANFORD DR. �� J G R.C.E. N0. 48670 MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 R6e6ND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: Sf--� `rl 077 DATE: CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: ASHBURY STREET 372-1 CORAL COVE CASE NO: 03 -090 T M SHEET 5 OF 20 E 3 R:\0324\&Eng \Public Improvements\0320I 05.dwg[ 2018]Jul -24- 2007:10:52 CURB DATA ❑ ELTA RADIUS LENGTH 1 7" E 348.00' 6" iYPE G C &G SEE LANDSCAPE PLANS o FOR SIDEWALK TREATMENT L n °moo 70 o N 0W La 0 j 2W o Q y� ro Okim w Boa q pq ZNQ /� 14 REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISIQN QF RECOMMENDED APPROVEEE///��� % LR - LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE S PE ISOR NAME n DATE: Zy D BY: ,�V l• BY: VERTICAL 1 ° =4' INTERSECTION OF RAINTREE DR. AND SANFORD DR. �� J G R.C.E. N0. 48670 MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 R6e6ND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: Sf--� `rl 077 DATE: CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: ASHBURY STREET 372-1 CORAL COVE CASE NO: 03 -090 T M SHEET 5 OF 20 E 3 R:\0324\&Eng \Public Improvements\0320I 05.dwg[ 2018]Jul -24- 2007:10:52 SEE LANDSCAPE PLANS o FOR SIDEWALK TREATMENT L n °moo 70 o N 0W La 0 j 2W o Q y� ro Okim w Boa q pq ZNQ /� 14 REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISIQN QF RECOMMENDED APPROVEEE///��� % LR - LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE S PE ISOR NAME n DATE: Zy D BY: ,�V l• BY: VERTICAL 1 ° =4' INTERSECTION OF RAINTREE DR. AND SANFORD DR. �� J G R.C.E. N0. 48670 MASIH MAHER PETER COTA - ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 R6e6ND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: Sf--� `rl 077 DATE: CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: ASHBURY STREET 372-1 CORAL COVE CASE NO: 03 -090 T M SHEET 5 OF 20 E 3 R:\0324\&Eng \Public Improvements\0320I 05.dwg[ 2018]Jul -24- 2007:10:52 / 1 o . ® EXISTING EDGE OF PAVEMENT EXISTING EDGE o OF PAVEMENT LC, + D . d' _ _ RADIUS LENGTH REMARKS F W � = ......... ... CAS 00 15+00, , -�����. J W Z s BELOG9TE..EYLSTfLLG ST, lCZ1st .............. TO BEHIND PROPOSED SLY' LIRB s ..._ SUBDI ION'. s ILS 'ONE AVENUE RELOCi7TE EXISTING STRE€( SIGN ro e1 HINL) PROPOSED SLY Cuffs -- F ....... m cn 1 i 0 9 ` a. — _ x o roll-IMME _______ —� cla �e m� 17+00 a mN - s z�, Iy I--1 � am R m D . S - O ®® _ �1 S _ _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED e (or oa Ilk v � O M Q MEE Ll co Uj W -4 ® 0 R W m MENOMONEE 10 9 8 is / 1 o . ® EXISTING EDGE OF PAVEMENT EXISTING EDGE o OF PAVEMENT LC, + D . d' _ _ RADIUS LENGTH REMARKS F W � = ......... ... CAS 00 15+00, , -�����. J W Z s BELOG9TE..EYLSTfLLG ST, lCZ1st .............. TO BEHIND PROPOSED SLY' LIRB s ..._ SUBDI ION'. s ILS 'ONE AVENUE RELOCi7TE EXISTING STRE€( SIGN ro e1 HINL) PROPOSED SLY Cuffs -- F ....... m cn 1 i 0 9 ` a. — _ x o roll-IMME _______ —� cla �e m� 17+00 a mN - s z�, Iy I--1 � am R m D . S O ®® _ �1 S _ _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED e (or oa Ilk v � O M Q MEE Ll co Uj W -4 ® 0 R W m MENOMONEE 10 9 8 is MEMEMMEMEME X91 11 Mll= mommimmm EMEN m e 1®0 MEW m mmfttyyjj`` �'_jj m1' a ®®� �ia5� EAN ME ®o ® MENEM ®E ® �'® s _ _ EE MEN mom -momc mom _ ® ®® ®®E NONE No ®E MINE MESON ® SEEN MEMO 111MEMEM ®■ loyffolf / 1 o . ® EXISTING EDGE OF PAVEMENT EXISTING EDGE o OF PAVEMENT LC, + D . d' _ _ RADIUS LENGTH REMARKS F W � = ......... ... CAS 00 15+00, , -�����. J W Z s BELOG9TE..EYLSTfLLG ST, lCZ1st .............. TO BEHIND PROPOSED SLY' LIRB s ..._ SUBDI ION'. s ILS 'ONE AVENUE RELOCi7TE EXISTING STRE€( SIGN ro e1 HINL) PROPOSED SLY Cuffs -- F ....... m cn 1 i 0 9 ` a. L — — 1 — — TO BE PRIVATELY — — / F SEE LANDSCAPE PLANS W MAINTAINED, PER LANDSCAPE EASEMENT FOR SIDEWALK TREATMENT W o DOCUMENT PER FINAL MAP �j O O 2 W O O w h h 14 13 12 11 17+ 18+ SEE SAN 01E6U /7-4) W. D. PWa. C W !3A PUBLIC WATER IMPROVEMENTS AoTUST VALVE CAA(S TO GRADE J EXISTING CENTERLINE DATA 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 1 N 74-59' E 400.00° 400.00 ° ILS 'ONE AVENUE RELOCi7TE EXISTING STRE€( SIGN ro e1 HINL) PROPOSED SLY Cuffs -- 0 ` — _ x o — .......,. _______ —� cla �e W 17+00 - s z�, Iy I--1 D . S O —y.+ _ �1 S _ _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED e (or oa Ilk v � O M Q Ll co Uj W -4 R W m zM- 10 9 8 SEE SAN 01E6U /7-4) W. D. PWa. C W !3A PUBLIC WATER IMPROVEMENTS AoTUST VALVE CAA(S TO GRADE J EXISTING CENTERLINE DATA 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 1 N 74-59' E 400.00° 400.00 ° • ❑ I BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'59'57" E 400.00° 6° TYPE G C &G ASHBURY STREET (PUBLIC STREET) HUNSAKER QpOFESS /Q� • & ASSOCIATES �0 O L'P��� 20 0 20 40 60 S A N D I E D O, I N C. W NO. 48670 SCALE 1"=20' PLANNING 9707 Waples Street ; EXP. 6/30/08 A ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 OF CAQF REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. I f�EVlSE SEv1/ER L DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 tVeV• CURB PROFILE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE PLANS PREPARED UNDER SUPERV ION F RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: U L �• 0 OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 " =20' S P VISOR /N�A DATE:% Z K d7 _ ASHBURY STREET 372 -1 INTERSECTION FRO OF RAINTREE DR. AND SANFORD OR. G iT f R.C.E. NO. 48670 6Y. IVL 11A MASIH MAHER BY. PETER COTA - ROBLES CORAL COVE 4h VERTICAL 1 ° =4' ///kkkk RECORD FROM: CITY OF ENCINITAS R.O.S. 78476 ELEVATION: 65.480 DATUM: NGVD29 R OND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: /ff /07 DATE: Q CASE N0: 03 -090 T M SHEET 6 OF 0 3 R: \0324 \ &Eng \Public Improvements \0324A106.dwg[ 0]Jul -19- 2007:15:0 a I& 20 0 20 40 60 SCALE 1 "= 20' WIN BE RADIUS LENGTH REMARKS 1 1 N 74-5957" E 162.15" 205.11 " 2 89'57'15" 30.00" 47.10" 6" TYPE G C &G REEN MIN LM • 000141 { 1001111091=11=2 _ MEMO No o MIN I 0 on ® NONE It F12 ME /■ M NONE® "° NIP ts IJ1 h mom MEN ® ® MENEM 6 g - - -'� -m - - ME - - ®l ®® ,.. R� - - -- - - - -- - - - -- - - - -- - - - - -- n f MEMO- - M - — t< 0 MENEM - R jz. y No M, ® 0 oil 0 0 MEMNON - - � - - - -- -- -- � - - -- - - - - -- -- ---- -. _. .....- -- -- _ --- - - - - -- -- - - - -- - e11 - - - - -- -- is -- -- - - - - - - -- - - -- - - - - -- - - - - -- - -- -- - -- - - k_ - - ----- - -- - - - - -- - -- -- - - -- - -- -q - - `- - - -- - - MEN Ift _ • 1. - - I - ; ' I I I I 1 [ - - - - - If i�� 'r. ■ {� ® - ® - iii ' / • I �Iq [_ I MEMO 0 ME r k ® I � ' -' ® - -- 20 r o . 77 r4 N m I& 20 0 20 40 60 SCALE 1 "= 20' WIN BE RADIUS LENGTH REMARKS 1 1 N 74-5957" E 162.15" 205.11 " 2 89'57'15" 30.00" 47.10" 6" TYPE G C &G REEN MIN LM 000141 1001111091=11=2 MEMO No MIN 0 on ® NONE It F12 ME /■ NONE® "° NIP mom MEN ® ® MENEM 6 g ME ®l ®® ,.. R� MEMO- M 0 MENEM No M, ® 0 oil 0 0 MEMNON .k M® MEN I ; ' I I I I i�� 'r. ■ {� ® ® - iii ' / • I I MEMO 0 ME ® ® ®® m WIN ASHBURY STREET (PUBLIC STREET) SEE SHEET 4 HYGEIA AVENUE (RS 1340) ! E `PTO EXISTING WATER METER PLACE TO REMAIN IN PLACE. -� EXISTING EDGE OF PAVEMENT HYGEIA AVENUE (RS 1340) SEE SHEET 4 EXISTING CENTERLINE DATA O .. ❑ BE RADIUS LENGTH REMARKS 1 1 N 74-5957" E 162.15" 205.11 " 2 89'57'15" .. ❑ I BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'5957" E 162.15" 6° TYPE G C &G 2 89'57'15" 30.00" 47.10" 6" TYPE G C &G HUNSAKER FQpOESS /� & ASSOCIATES �o D L. S A N D I E G O, 1 N G y C Z z 0 NO. 481 PLANNING 9707 Waples Street EXP. 6/30%08 ENGINEERING San Diego, Ca 92121 i �< SURVEYING PH(858)558. 4500• FX(858)558 -1414 q� OF CAL1F REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. l fREV /SE SEWE•j`t 111Z6112- DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 REV $� DJLE LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE PLANS PREPARED UNDER SUPERVISI N O RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: V HORIZONTAL 1 ° =20' _ I S— U1 CL fir .t Q% 9 OF RAINTREE DRIVE 250' NORTHERLY FROM THE DATE: Y D ASHBURY STREET 372 —I / PE VISOR AM BY: /I/) ./�/) BY: CORAL COVE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' f — R.C.E. NO. 48670 MASH MAHER PETER COTA– ROBLES - RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 RA OND L. MARTIN RCE 48670 DATE RAYMOND L MARTIN EXP. 6 -30 -08 DATE: fe/27 0 7 DATE: Q CASE NO: 03 -090 T M SHEET 7 OF 20 O 3 R: \0324 \ &Eng \Public Improvements \0324A107.dwg[ O]Jul -19- 2007:15:04 GRIND & 20 0 20 40 60 SCALE 1"=20' HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500' FX(858)558.1414 REVISIONS I APPROVED I DATE I REFERENCES ME r ( � I _ �� E WWI UW -I I BEARING /DELTA APPROVALS PLANS PREPARED UNDER SUPERVIS E APPROVED UP ISOR NA DATE: 2 �1w 2 N 15'00'06" W R.C.E. NO. 48670 MASIH MAHER PETER COTA— ROBLES RAYMOND L. MAR IN EXP. 6 -30 -08 DATE: B019/407 DATE: Q O 1 - � 1 WE El i ® 11 { 1 i mom I F ® llMMI#* ME 0 1 NONE I� MENEM E ®1 MEN ONES PREMISE 1 Ell MEN fig] �� fl 1,01 F Ell III a MEME111 t 50 { r F gym® MEMEMEMIll ® t � 0 IN 110111111111 1 so IN ® 0 0 GRIND & 20 0 20 40 60 SCALE 1"=20' HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500' FX(858)558.1414 REVISIONS I APPROVED I DATE I REFERENCES ME r ( � I _ �� E WWI UW -I SEE SHEET 5 ASHBURY STREET CONTRACTOR TO R MOVE E FISTING 6" c = VALVE. INSTALL BLD FLANGE" WITH 2 1�2 ; OUTLET, NYLON BUSHING AND %.2" BLOW YMOD. D -25 CUR15 OU71 Er SHALL OR-41N STREET' RZW01c'F 7-AIR041G1.1 CURBOUr4ErOpEN1NG UNDER *DE WAL AND INTO WgTER QugLlry .BASIN. SEE 0W6. 37.2 -G, SRr 54 FOR CONSFRUC71,ON bEr.4 /LS. f 70 23' T" 1.5% 1.5% KAB PER TYPICAL SECTION 0o VULCAN CROSS GUTTER SECTION A -A 71 N U� 72 T.I. =8.0 NOT TO SCALE DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' wo OF RAINTREE DRIVE 250• NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 RECORD DRAWING 3 MOND I MARTIN RCE 48670 DATE I BEARING /DELTA APPROVALS PLANS PREPARED UNDER SUPERVIS RECOMMENDED APPROVED UP ISOR NA DATE: 2 �1w 2 N 15'00'06" W R.C.E. NO. 48670 MASIH MAHER PETER COTA— ROBLES RAYMOND L. MAR IN EXP. 6 -30 -08 DATE: B019/407 DATE: Q O WE El ® 11 � 1 mom I ® llMMI#* ME 0 1 NONE MENEM ®1 MEN ONES PREMISE Ell MEN fig] �� fl 1,01 Ell III MEME111 gym® MEMEMEMIll ® MEN 0 IN 110111111111 1 so IN ® 0 0 IMMEMIll 1 1 No c ��® 1 NN 9 '°I e MEMO v IN °13 ago 1 o)(�_ _ _ 9®® G ,IN SEE SHEET 5 ASHBURY STREET CONTRACTOR TO R MOVE E FISTING 6" c = VALVE. INSTALL BLD FLANGE" WITH 2 1�2 ; OUTLET, NYLON BUSHING AND %.2" BLOW YMOD. D -25 CUR15 OU71 Er SHALL OR-41N STREET' RZW01c'F 7-AIR041G1.1 CURBOUr4ErOpEN1NG UNDER *DE WAL AND INTO WgTER QugLlry .BASIN. SEE 0W6. 37.2 -G, SRr 54 FOR CONSFRUC71,ON bEr.4 /LS. f 70 23' T" 1.5% 1.5% KAB PER TYPICAL SECTION 0o VULCAN CROSS GUTTER SECTION A -A 71 N U� 72 T.I. =8.0 NOT TO SCALE DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' wo OF RAINTREE DRIVE 250• NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 RECORD DRAWING 3 MOND I MARTIN RCE 48670 DATE Q I BEARING /DELTA APPROVALS PLANS PREPARED UNDER SUPERVIS RECOMMENDED APPROVED UP ISOR NA DATE: 2 �1w 2 N 15'00'06" W R.C.E. NO. 48670 MASIH MAHER PETER COTA— ROBLES RAYMOND L. MAR IN EXP. 6 -30 -08 DATE: B019/407 DATE: Q O Q I BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15'00'03" W 47.12 125.00' 2 N 15'00'06" W 2 N 15'00'06" W 6" TYPE G C &G 250.00' ❑ BEARING /DELTA I RADIUS LENGTH REMARKS 1 90'00'03" 30.00' 47.12 6° TYPE G C &G 2 N 15'00'06" W 202.00' 6" TYPE G C &G 3 N 15'00'06" W 232.00' 6" TYPE G C &G CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: VULCAN AVENUE 372 - CORAL COVE CASE NO: 03 -090 T M SHEET 8 OF 20 3 R:\0324\&Eng\Public Improvements\0324A108.dwg[ O]Jul -19- 2007:15:05 SUBDIVISION Y GROUND PROPOSED r BOUNDARY � � � � �� SURFACE IMPROVEMENTS U ¢+� SIDEWALK EXISTING 6" CURB & STORM QRgl �' PER DWG 1372 - o AND GUTTER EXISTING ® BEARING TA RADIUS LENGTH REMARKS 1 N 15'00'06" W °o 59.71' 6" TYPE G C &G 2 N 15'00'06° W 30.00' 71529' �n �I ❑ BEARING /DELTA RADIUS d SECTION A -A PAVEMENT REMARKS 1 N 15'00'06" W °o o 6" TYPE G C &G NOT o sca E Ad 2 89'5957" 30.00' 47. 12' �n �I cv� cv��m n .� m m ! CURB DATA 6" TYPE G C &G 4 ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15'00'06" W 109.71' 6" TYPE G C &G 2 89'5957" 30.00' 47. 12' 6" TYPE G C &G 3 90'00'03" 30.00' 47.12' 6" TYPE G C &G 4 N 15'00'06" W 11.93' 6" TYPE G C &G 5 N 15'00'06" W 213.67' 6" TYPE G C &G h .R2 d 02 \ - z 0 0. - ` � END SIDEWALK IMPROVEMENTS 15 +32.15 O - X co In : EXISTING v x' fSTN CURB 8c. L 1 GRIND &OVERLAY W rl z ���....: .......... REMOVE AND REPLACE CONCRETE 21.4' DRIVEWAY FROM SCORE EXISTING EVS77MG WATER p_ _ --- .....� 15 C1 W — 13 +oO — 14 +0 ... +0 — — — — — — — — 16 +00 _ 1j 70 r 7 / ~ C xi W 1 _.. �- i (58.62 FS i/'1 t.� s °...� .. '..-- .-- ...........�,;; S n i - � ^ - - -.. �-� - �1 -a- -� '. � S — I v GS i MH NO 03 -0151 1 EA 11101110110011 2 EA - 12" FLG X TYTON GV 1 EA- 8" FLG X FLG GV 1 EA .. E®®M ME momimmomms - 8" FLG X FLG 45' BENI 1 EA N 8" DI SPOOL 12" LONG 1 EA- 8 " FLG XP 2EA -2 " E MAR 16,082 Ibs 2500 psf 4.3 sq. ft. 11 +44.44 THRUST 250 psi 16,082 Ibs 2500 psf 4.3 sq. ft. 12 +04.34 THRUST m MEMEM 2500 psf ME WoA� DOE® N� INNEEMENEENE i ON NONE SEI T__ on ®MME i�[thi MEN ® R-TE Sin MEN s Ii 10101 No MIMMMM1M1MMMMv MEN 0 �_. R 1111 w1 1110101011 OUR `. a�..li� � M + a !�1 i 19 }b _ „ I, al;� • - {lily I 10111010101 ,,� �a7 Ia ! Is � Iil Hill pemm MH NO 03 -0151 1 EA - 12" X 8" FLG TEE & TI 2 EA - 12" FLG X TYTON GV 1 EA- 8" FLG X FLG GV 1 EA -2 "BO PRESSURE 1 EA - 8" FLG X FLG 45' BENI 1 EA N 8" DI SPOOL 12" LONG 1 EA- 8 " FLG XP 2EA -2 " E MAR 16,082 Ibs 2500 psf 4.3 sq. ft. 11 +44.44 THRUST 250 psi 16,082 Ibs 2500 psf 4.3 sq. ft. 12 +04.34 THRUST 250 psi 9,428 Ibs 2500 psf 2.5 sq. ft. WoA� N N� i T__ R-TE MH NO 03 -0151 1 EA - 12" X 8" FLG TEE & TI 2 EA - 12" FLG X TYTON GV 1 EA- 8" FLG X FLG GV 1 EA -2 "BO PRESSURE 1 EA - 8" FLG X FLG 45' BENI 1 EA N 8" DI SPOOL 12" LONG 1 EA- 8 " FLG XP 2EA -2 " E MAR THRUST /ANCHOR BLOCK TABLE BEARING /DELTA TYPE OF TEST TOTAL ASSUMED AREA OR PIPE STA. BLOCK PRESSURE THRUST SOIL VOLUME OF 43.88' Lo N D1. r CAPACITY BLOCK 10 +03.31 THRUST 250 psi 16,082 Ibs 2500 psf 4.3 sq. ft. 11 +44.44 THRUST 250 psi 16,082 Ibs 2500 psf 4.3 sq. ft. 12 +04.34 THRUST 250 psi 9,428 Ibs 2500 psf 2.5 sq. ft. HUNSAKER & ASSOCIATES S A N D I E C O, 1 N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS I APPROVED I DATE SURFACE IMPROVEMENTS & STORM Q PER DWG 72-C SEE SHEET 9 VULCAN AVENUE i i VULCAN AVENUE 0 50' GENERAL UTILITY m h FFINALMMAP PER N + 60 HORESW K 72 S WAYµ' ^ 1 I� 73 . O Apt 1 2 V `° 12 +0 1 - 11+00 —20L — T®�I U c R / y� o zQOO o opt �� op of 76 W P o of E ?� ... p � b + cnv�oN p iii O A" 0 N� Q 2 F,a3i1 W¢ 00 � �p 2 NeZ ox 2oC4, tzi °mA 76 eo4 A R R WOpp C O II II q0NNN C9ZZ` 2 Zjc) µ0 I* o v O p0 2 mm o M SUBDIVISION oo �o °0 2� oo tl.0 2 BOUNDARY kpWW + + ++ ++ + +t�I��� MhN p °+ LU WR WY ^o"p �'M .N^NaN^ Q1 NcNo . M Co U^ c� GRADING PLAN, ` N CIO Cog 372-,Q Fob, suw CORAL COVE WAY (PRIVATE STREET) REFERENCES DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 0 % LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 75 ,o RECORD DRAWING BEARING /DELTA RADIUS LENGTH APPROVALS 1 PLANS PREPARED UNDER SUPERVISI ON OF p APPROVED 2 S E SOR NAM DATE: % /LY'a 1 - -J 43.88' Lo N D1. r 00 81.14' rn ca N ~Woo 15° 12'2 1 " 100.00 ° BY: Wp �ti ®N R.C.E. N0. 48670 �2 46�NA OND L. MARTIN RCE 48670 DATE 2e O� NQ2g Mp O ro DATE: 8 IA A-0 RAYMOND L. MARTIN WoA� N N� RECORD DRAWING BEARING /DELTA RADIUS LENGTH APPROVALS 1 PLANS PREPARED UNDER SUPERVISI ON OF RECOMMENDED APPROVED 2 S E SOR NAM DATE: % /LY'a 1 - -J 43.88' &k D1. r 100.00° 81.14' BY. 4 15° 12'2 1 " 100.00 ° BY: R.C.E. N0. 48670 MASIH MAHER PETER COTA- ROBLES OND L. MARTIN RCE 48670 DATE EXP. 6 -30 -08 DATE: DATE: 8 IA A-0 RAYMOND L. MARTIN i ► A 1 dvFI 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 745957" E 138.44' 8" PVC CL -200 2 N 74 °5957" E 43.88' 8" PVC CL -200 3 46 °2927" 100.00° 81.14' 8" PVC CL -200 4 15° 12'2 1 " 100.00 ° 26.54' I'1.1wo 4 0 07VY1 mryrr Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °5957" E 141. 13' 8" PVC CL -200 2 N 74 °59 57" E 6 P.61 ° 8" PVC CL -200 3 N 42'42'17" E 87.24° 8" PVC CL -200 mryrr Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'59'57" E 136.44' 8" PVC SDR -35 2 N 74 °16'45" E 71.56' 8" PVC SDR -35 3 N 4242'17" E 82.30 ° 8 °° PVC SDR -35 20 0 20 40 80 SCALE 1 " =20' CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N PUBLIC IMPROVEMENT PLANS FOR: CORAL COVE WAY SEWER & WATER 372-1 CORAL COVE CASE NO: 03 -090 T M SHEET 10 OF 2 R: \0324 \ &Eng \Publ1c Improvements \0324A110.dwg[ O]Jul -19- 2007:15:05 b O 3 SURFACE IMPROVEMENTS & STORM DRAIN PER DWG 372 -PSI %k 20 0 20 40 60 SCALE 1"=20' 13 +00 z RADIUS o 0 1 31. 17'01 I 54.60' 8" PVC CL -200 ti N 74 °5957" E + +Ins rn 2 THRUST QC¢ p V r1O 13 +11.04 THRUST 33 52' GENERAL UTILITY z FINAL MAP CORAL-COVE WA 1 75 -: I t SURFACE IMPROVEMENTS & STORM DRAIN PER DWG 372 -PSI %k 20 0 20 40 60 SCALE 1"=20' 13 +00 16� � k �l0G EXISTING 46' EASEMENT TO LEUCAD14 WASTEWATER DISTRICT PER DOC. NO. 2007- 0360342 RECORDED MAY 29, 2007 REEF al I 3 .s N `11 a 4 _X; WAY -F - 32 31 O -w- 30 z RADIUS o 0 1 31. 17'01 I 54.60' 8" PVC CL -200 ti N 74 °5957" E + +Ins rn 2 THRUST QC¢ p V r1O 13 +11.04 THRUST 33 52' GENERAL UTILITY z FINAL MAP CORAL-COVE WA 1 75 16� � k �l0G EXISTING 46' EASEMENT TO LEUCAD14 WASTEWATER DISTRICT PER DOC. NO. 2007- 0360342 RECORDED MAY 29, 2007 REEF al I 3 .s N `11 a 4 _X; WAY -F - 32 31 O -w- 30 1 29 l9ffI ++-. 44' PUBLIC PEDESTRIAN EASEMENT PER FINAL MAP 28 9 — 1----- L--- - - - - -- �-fwl CO E-4 16 Z Iii W L) E U� c 194 CENTERLINE DATA 0 0 RADIUS LENGTH 0 1 31. 17'01 100.00' 54.60' 8" PVC CL -200 +¢�� N 74 °5957" E + +Ins 8" PVC CL -200 PRESSURE THRUST CAPACITY BLOCK 13 +11.04 THRUST 33 52' GENERAL UTILITY EASEMENT PER FINAL MAP CORAL-COVE WA 1 1 29 l9ffI ++-. 44' PUBLIC PEDESTRIAN EASEMENT PER FINAL MAP 28 9 — 1----- L--- - - - - -- �-fwl CO E-4 16 Z Iii W L) E U� c 194 CENTERLINE DATA 0 BEARING /DELTA RADIUS LENGTH REMARKS 1 31. 17'01 100.00' 54.60' 8" PVC CL -200 2 N 74 °5957" E 1 255.40' 8" PVC CL -200 II G W, 'kA Fj7A l• a , Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 42'42'17" E 1 20.02' 8" PVC CL -200 2 N 745957" E 1 286.06' 8" PVC CL -200 l• a , Q BEARING /DELTA RADIUS LENGTH _REMARKS 1 N 42'42'17" E PIPE STA. 21.41' 8" PVC SDR -35 2 N 74 °5957" E VOLUME OF 291.11' 1 8" PVC SDR -35 THRUST /ANCHOR BLOCK TABLE ASSUMED AREA OR PIPE STA. TYPE OF TEST TOTAL SOIL VOLUME OF BLOCK PRESSURE THRUST CAPACITY BLOCK 13 +11.04 THRUST 250 psi 9,428 Ibs 2500 psf 2.5 sq. ft. a HUNSAKER Q�y0FE5S /ON .� & ASSOCIATES �1 5 A N D I EGO, I N C W N0. 48670 m PLANNING 9707 Waples Street EXP. 6/30/08 ENGINEERING San Diego, Ca 92121 s�y� F\� SURVEYING PH(858)558.4500• FX(858)558.1414 cA� } V REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REVf$E 5EWEfl 2` DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PUBLIC IMPROVEMENT PLANS FOR: L LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV HORIZONTAL 1 " =20' I OF RAINTREE DRIVE 250' NORTHERLY FROM THE - SPE SOR A DATE: ;/72y /al CORAL COVE WAY SEWER & WATER 372 — INTERSECTION OF RAINTREE DR. AND SANFORD DR.: L 48670 BY: BY: \r�ti� / W� CORAL COVE VERTICAL } ".4' R.C.E. N0. MASIH MAHER PETER COTA- ROBLES RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ( - - `. ELEVATION: 65.480 DATUM: NGVD2,9 MOND L. MARTIN RCE 486 0 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: DATE: CASE N0: 03 -090 T M SHEET 11 OF 20 3 R: \0324 \ &Eng \Public Improvements \0324AIll.dwg[ 0]Jul -19- 2007:5:0 '3 € 1 I 375 PRESSURE ZONE - J I - - - - _ L H44 1 f 1 - -I R S Sf! FA E LINE 1,21 2 LAI -A { 0 F - � } D TO -#- , F I i _ - 2 � - - - _ - i 1 ; _ - - a N I -- LL � _ 16 +00 17 +00 r SURFACE IMPROVEMENTS & STORM DRAIN EXISTING 40' EASEMENT PER DWG 372 -PSI o TO LEUCADIA WASTEWATER DISTRICT I PER DOC. NO. 2007 - 0360342 Mo RECORDED MAY 29, 2007 2 44' PUBLIC PEDESTRIAN EASEMENT PER FINAL MAP 28 o 227 26 0 25 0 24 a h h I I 0i N N N h (6 v~j e/: _ _ } + to + + try U' c0 + + o V' + + of R I� + v) C� + ^ � O �O (0 N 30 N N `y' aO �L N �E- - - -- -$ i -C - - -. - -- 1 - -- ---- 1- - - -5 - -C - . - - - -- -- - $ - - - -C -- - - - - -- --- - - - - -C 0 20 1 SCALE 1"=20' 1 — Q X ------ CTT- r------- 40 60 C,4 rn rn rn + N h Ll � .37 n N, 4®k n n 30 35 36 52' GENERAL UTILITY 38 EASEMENT PER FINAL MAP CORAL COVE WAY (PRIVATE STREET) - T - -- 0 O 19 0 'C i rn � O I (% o I L_ Ilz ro 71. 47. 74. 0 0 0 PT 11 Q 1 BEARING /DELTA I RADIUS I LENGTH I REMARKS 1 N 74 °59 57" E PIPE STA. 275.4 9 ' 1 8" PVC CL -200 Q BEARING /DELTA RADIUS LENGTH I REMARKS 1 N 74 °58'44°' E PIPE STA. 282.41' 1 8" PVC CL -200 Q 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'59 57" E PIPE STA. 7.00' 8" PVC SDR -35 2 N 74-5957- E VOLUME OF 264.40' 8" PVC SDR -35 THRUST /ANCHOR BLOCK TABLE ASSUMED AREA OR PIPE STA. TYPE OF TEST TOTAL SOIL VOLUME OF BLOCK PRESSURE THRUST CAPACITY BLOCK 18 +82.41 THRUST 250 psi 22,743 Ibs 2500 psf 6.1 sq. ft. HUNSAKER o o QfyOFESS /ON - 0a O�vy rry O ilk & ASSOCIATES ��o o L X30 ^ 5 A N D I E G O, 1 N G 670 rrqn PLANNING 9707 Waples Street ; EXP. 6/30/08 ENGINEERING 12 SURVEYING PH(8558)558 4500 SU FX(858)558.1414 CF CAQ REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ww D _ C7 APPROVALS Cl TY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. ZL S REVISE 9EWE1-?l DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVI90NOF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: - VR. '3�• 0 °] LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE REVIEWED BY: HORIZONTAL 1 " =20' �� OF RAINTREE DRIVE 250' NORTHERLY FROM THE P VISOR NA YE - DATE: Zy � BY: ��, CORAL COVE WAY SEWER & WATER 372 -I ��� BY: O INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL Z,f r R.C.E. NO. 48670 MASIH MAHER- PETER CO ROBLE CORAL COVE RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NCVD29 OND L. MARTIN RCE 48670L - . DATE RAYMOND L. MARTIN EXP. 6 -30 -08 DATE: 80/2707 DATE: Q CASE NO: 03 -090 T M SHEET 12 OF 2 3 R: \0324 \&Eng \Public I mprovements\0324A 112. dwg[ O]Ju 1 -19-2007: 15: 06 R3 E1111 WAY 51 HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED I DATE v/s,E S'EWE 1 l/ Z�! '- 211//r frZy, ' -1►. I d.'.1. SURFACE IMPROVEMENTS At 3 & STORM DRAIN T i PER DWG 372 -PSI 45 �; 3 ¢ 134 o Y 70 O EXISTING 24' EASEMENT o:{ tj Q. I I y TO LEUCADlA WASTEWATER DISTRICT o W o o ° RECORDED MAY 29,72007 342 2 tb oZ 2� x °o c0 c0 0 0 0 0 _ 0 y MZ. 3 3 3 3 3 g ®� m(30, ° 0, ° ° �° SEE SHEET 17 ` pleO l\ O� OI\ ur- O h0. p ��nOhO'n0 Oall h 00 'q: ONO o o° � � � � � �� ^ � ^ � � 4® N �yEn3 CONTINUATION � � �m � Ln ^rNj cp Nµ NM NM ��N �N 3'R ryio�N3N3N3 N��33q N - NO UN� c z FOR WATER LINE �� N c 3 aTr- N S 1 O 1 2100 - �� 2 22 +00 10 cV -._.. - — � NI � s l = v C I C C I C 1 �,' EA K WAY HEET f5-0 a 64 rn o� rn o�rn o� rn �� rn o� rn o�rn p� .- ti� �� 61W �y E,� ti ^ ��� �3 0 "s o "� Q "to � FEF BREAK N +c�C9+v�C9 +cnC� N +v1C9 +a1C9 +cnR p W dy o¢30¢30¢3 Ip ¢3 ^¢3�¢3 >c IP N�sON3pN3p Nap N3gN�q EXISTING 24' EASEMENT U m g TO LEUCADIA WASTEWATER DISTRICT PER DOC. NO. 2007 - 0360342 �� RECORDED MAY 29, 2007 LO p0 N)2 ro N N �-y:o d.o 2222 2'0 ° 'oo UN � N� •-MN., TQNESTEP2 (PRIVATE REFERENCES DATE BENCHMARK SCALE -7--AvEWkb ZW#6VIAl DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 - O LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE REVIEWED BY: HORIZONTAL 1 ° =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE - N INTERSECTION OF RAINTREE DR. AND SANFORD DR, VERTICAL 1 " =4' OC RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 Q ELEVATION: 65.480 DATUM: NOVD29 n1QU,U L . migkr�m DATE: 670 15 14 13 O N BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'59'57" E U) L0 2 N 74 °59'57" E 24.38' 8" PVC CL -200 3 N 74'59'57" E 211.06' p N Nap N N30 --- =F- F = - -- C i 3 1 -- -- a -- I f- 4- -- - - r - - I 177 E1111 WAY 51 HUNSAKER & ASSOCIATES S A N D I E G O, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED I DATE v/s,E S'EWE 1 l/ Z�! '- 211//r frZy, ' -1►. I d.'.1. SURFACE IMPROVEMENTS At 3 & STORM DRAIN T i PER DWG 372 -PSI 45 �; 3 ¢ 134 o Y 70 O EXISTING 24' EASEMENT o:{ tj Q. I I y TO LEUCADlA WASTEWATER DISTRICT o W o o ° RECORDED MAY 29,72007 342 2 tb oZ 2� x °o c0 c0 0 0 0 0 _ 0 y MZ. 3 3 3 3 3 g ®� m(30, ° 0, ° ° �° SEE SHEET 17 ` pleO l\ O� OI\ ur- O h0. p ��nOhO'n0 Oall h 00 'q: ONO o o° � � � � � �� ^ � ^ � � 4® N �yEn3 CONTINUATION � � �m � Ln ^rNj cp Nµ NM NM ��N �N 3'R ryio�N3N3N3 N��33q N - NO UN� c z FOR WATER LINE �� N c 3 aTr- N S 1 O 1 2100 - �� 2 22 +00 10 cV -._.. - — � NI � s l = v C I C C I C 1 �,' EA K WAY HEET f5-0 a 64 rn o� rn o�rn o� rn �� rn o� rn o�rn p� .- ti� �� 61W �y E,� ti ^ ��� �3 0 "s o "� Q "to � FEF BREAK N +c�C9+v�C9 +cnC� N +v1C9 +a1C9 +cnR p W dy o¢30¢30¢3 Ip ¢3 ^¢3�¢3 >c IP N�sON3pN3p Nap N3gN�q EXISTING 24' EASEMENT U m g TO LEUCADIA WASTEWATER DISTRICT PER DOC. NO. 2007 - 0360342 �� RECORDED MAY 29, 2007 LO p0 N)2 ro N N �-y:o d.o 2222 2'0 ° 'oo UN � N� •-MN., TQNESTEP2 (PRIVATE REFERENCES DATE BENCHMARK SCALE -7--AvEWkb ZW#6VIAl DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 - O LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE REVIEWED BY: HORIZONTAL 1 ° =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE - N INTERSECTION OF RAINTREE DR. AND SANFORD DR, VERTICAL 1 " =4' OC RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 Q ELEVATION: 65.480 DATUM: NOVD29 n1QU,U L . migkr�m DATE: 670 15 14 13 O N BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'59'57" E U) L0 2 N 74 °59'57" E 24.38' 8" PVC CL -200 3 N 74'59'57" E 211.06' p N Nap N N30 i 3 1 v - `O - 23100 - -- - -� -- --� - - -w- N CO h N W4 EXISTING 40' EASEMENT TO LEUCADIA WASTEWATER DISTRICT PER DOC. NO. 2007 - 0360342 RECORDED MAY 29, 2007 1 w a x � Ul W O BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'59'57" E 164.56' 8" PVC CL -200 2 N 74 °59'57" E 24.38' 8" PVC CL -200 3 N 74'59'57" E 211.06' 0 S 9i 17 : �.'' Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59'57" E 158.37' 8" PVC CL -200 2 N 74 °5957" E 235.63° 8" PVC CL -200 0 S 9i 17 : �.'' Q 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'59'57" E 188.69' 8" PVC SDR -35 2 N 74'5957" E 21731' 8" PVC SDR -35 ` %'Z 1 — s — -- - - - - -- — - - - - - -- s — - - - - - -- - -- - - - - - - -- - o ° o N N cr o oo� rn o o�� a, o o� 00 —PSI o od y �i �i v, 3 o m ro 1 + l 9 THRUST /ANCHOR BLOCK TABLE + v, c� 16 + 17 + + v, c� + + + v, c� rn N N¢ 3 N¢ 3 M¢ 3 "� ASSUMED AREA OR N N a p N N N 3 o N N N �s p N PIPE STA. TYPE OF TEST TOTAL SOIL VOLUME OF 1p fP BLOCK PRESSURE THRUST CAPACITY BLOCK 44' GENERAL UTILITY 36' PUBLIC PEDESTRIAN EASEMENT PER FINAL MAP ACCESS EASEMENT PER 20 +06.00 THRUST 250 psi 22,743 !bs 2500 psf - FINAL MAP 21 +64.37 THRUST 250 psi 16,083 Ibs 2500 psi WA »GREET) QpOFESSION 20 O 20 40 60 w N0. 48670 M SCALE 1"=20' t APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVIS 19N V RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS 5—s:-r::o:)AtjEsrEPs : 3 S E VISOR NAM DATE: Ly o WAY SEWER & WATER 372 -1 BY: BY: is R.C.E. NO. 48670 MASIH MAHER PETER COTA- ROBLES COVE RAYMOND L. MARTIN EXP. 6-30-08 - .DATE: DATE: ��T CASE NO: 03 -090 T M - SHEET 13 OF 2 3 a R: \0324\&Eng\Publ ic Improvements \0320113.dwg[ O]Jul-19-2007: 15: 06 a l4k 20 0 20 40 60 SCALE 1"=20' 24 +00 375 PRESSURE ZONE SURFACE IMPROVEMENTS & STORM DRAIN PER DWG 372 -PSI EXISTING 32' EASEMENT 'rn LEUCADIA WASTEWATER DISTRICT co PEN DOC. NO. 2007- 0360342 ® RECORDED MAY 29, 2007 o _ 0 12 2 11 _ 10 9 5 o m o o ° rn o °i m I o 0 �cO10 o°i rnOGy ���3 M Mph o°i hOI O ro y3 N 4i of ai y3 �� o r� 7 + ° o + OR V ° + rn o + � ¢3 I- N µ OR N L$O h ¢3 N i i Q3 N �o N Nip NO N Nap N Nap N Nap N -9, 0 0 z E 1 BEARING /DELTA I I LENGTH REMARKS I 1 N 745957 E N I 8" PVC CL -200 2 1 N 74'5957" E VOLUME OF 236.31 ° 8" t-VC SDR -35 PRESSURE THRUST } N h0 30 F THRUST 250 psi 22,743 Ibs I ® K O —s C _ - - - -- c— I - -... s c .—I i 375 PRESSURE ZONE SURFACE IMPROVEMENTS & STORM DRAIN PER DWG 372 -PSI EXISTING 32' EASEMENT 'rn LEUCADIA WASTEWATER DISTRICT co PEN DOC. NO. 2007- 0360342 ® RECORDED MAY 29, 2007 o _ 0 12 2 11 _ 10 9 5 o m o o ° rn o °i m I o 0 �cO10 o°i rnOGy ���3 M Mph o°i hOI O ro y3 N 4i of ai y3 �� o r� 7 + ° o + OR V ° + rn o + � ¢3 I- N µ OR N L$O h ¢3 N i i Q3 N �o N Nip NO N Nap N Nap N Nap N -9, 0 0 z E T� QNEST (PRIVATE E PS WAYS STREET) 1 BEARING /DELTA I I LENGTH REMARKS I 1 N 745957 E N I 8" PVC CL -200 2 1 N 74'5957" E VOLUME OF 236.31 ° 8" t-VC SDR -35 PRESSURE THRUST } N h0 30 F THRUST 250 psi 22,743 Ibs I ® O —s C - - - -- c— I - -... s c .—I i W� 1 S 2 N 00 - - 2 +DO 6 0 p - - - C/lacn io — - - -- — -- -- - - -w -- — -- -- - - -- - N WUEn .__ — _. ... 1r-I -- -- S C -- -- - -- S - C- - - - - -- - - -- -- S - C - - - -- - - - - -- S - C - - - - - - - - - S - v rn rn o e} <} Mph ® O o pl N ^ cull, N Npl ® N 03 v Lo y3 rn o �� m + + cn p + + + + 21 + h + do OR � + h + h + o (OR e 3 + ° + o N N30 N N Nap N N Nap N N No N IT - N 19 44' GENERAL UTILITY 20 EASEMENT PER \36' PUBLIC PEDESTRIAN 22 FINAL MAP ACCESS EASEMENT PER FINAL MAP T� QNEST (PRIVATE E PS WAYS STREET) O I i WA — — 27 ±00 — I F°l WAS STD DWG WS -09 7 m 5 wwolffs-affiUvitsI _UM Q 1 BEARING /DELTA I I LENGTH REMARKS I 1 N 745957 E N I 8" PVC CL -200 2 1 N 74'5957" E VOLUME OF 236.31 ° 8" t-VC SDR -35 PRESSURE THRUST } N h0 30 F THRUST 250 psi 22,743 Ibs 2500 psf 6.1 sq. ft. O I i WA — — 27 ±00 — I F°l WAS STD DWG WS -09 7 m 5 wwolffs-affiUvitsI _UM Q 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 1 N 745957 E PIPE STA. 319.74° 8" PVC CL -200 I j a 17MYI 61 DI I W4 Fly., O BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74 °59 °57" E PIPE STA. 326.74° 8" PVC CL -200 61 DI I W4 Fly., O BEARING /DELTA RADIUS LENGTH REMARKS 1 N 74'5957'° E PIPE STA. 32.69° 8" PVC SDR -35 2 1 N 74'5957" E VOLUME OF 236.31 ° 8" t-VC SDR -35 THRUST /ANCHOR BLOCK TABLE ASSUMED AREA OR PIPE STA. TYPE OF TEST TOTAL SOIL VOLUME OF BLOCK PRESSURE THRUST CAPACITY BLOCK 27+95.94 THRUST 250 psi 22,743 Ibs 2500 psf 6.1 sq. ft. HUNSAKER - & ASSOCIATES vow, QpOFESS / �� S A N D I E G O, I N C L _ - - N C � Z z w NO. 48670 m PLANNING 9707 Waples Street EXP. 6/30/06 ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 CA%-\E REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REV /SE SEWER DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISION F RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: HORIZONTAL 1 ° S- U L 1 0 7 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE REVIEWED BY: -20' _ OF RA7NTREE DRIVE 250" NORTHERLY FROM THE _ PE ISOR AME DATE: '/ a ^ ,, n �1 ®StONESTEPS !A. SEWER & WATER 372. I o BY: M. /V 1 Joe — BY: - - INTERSECTION OF RAINTREE OR. AND SANFORD - DR. 46670 OC ALCOVE RECORD FROM: -CITY OF ENCINITAS R.O.S. 18476 VERTICAL 1 " =4' G IJ R.C.E. N0. MASIH MAHER PETER COTA -ROBE 6 -30 -08 6 ELEVATION: 65.480 DATUM: NGVD29 R OND L. - MARTIN RCE 48670_ . -- DATE RAYMOND L. MARTIN EXP. DATE: gIp /O DATE: &3 �9 CASE N0: 03 -090 T M SHEET 14 O 20 3 R:\0324\&Eng\Public Improvements\0324A114.dwg[ 0]Jul -19- 2007:15:06 SURFACE IMPROVEMENTS & STORM DRAIN PER DWG 372 -PSI rn rn rn rn oo rn rn o, o, rn rn 0 0 0 0 0 0 0 0 0 0 0 I I I I I I I I I I I ° o ° ° ° SEE SHEET 10 2 yo� 57 mo�N� °a� roa;� 52 N 71 51 �o ^o o o M � 3 10 O co (0 In ^ ". O M (0 (0 O En (nK (n CORAL COVE WAY +�Qy�, ^ ^ +(n+ +(n +�, +�, +�, +e}3 +�} + +(n +(n +fry +(n +(n LO 30 +06.00= I I- - X72 °MZ(=i�0 rOi3�°3M3�j J(n M$(%�$M3 ! (^7,( nN� NM��3NM3NM3NM3 11 +32.44 CORAL COVE WAY U(o �• 140+06.001 MH NO 03 -0152 61 +36.44 � 1 I T C - ............. C I- C C CL INT 30 +00.00 11 +38.44 CORAL COVE 1 WAY I 31 +00 _ 32 +0_0 _(D 29 +94.00 ANG PT 6.00'RT= — — — -w- — — — — --Q— -- — j— N 11+44.44 — — -w -� — — r _ CORAL COVE WAY 9 1 EA 8" FL TEE a! A 3 EA B" FLG X 7TTON GV `. 2FA -2 "BO 1 EA 2" MAR C C - — 1 N of 58 O I O I I I M M + A C4 N 63 CORAL COVE WAY + + SEE SHEET 10 75 66 65 64 M °M °M° (o °(o °(o° 1+(03 h 3h3 20 0 20 40 60 SCALE 1"=20' EXISTING 32' EASEMENT' TO LEUCADIA WASTEWATER DISTRICT PER DOC. NO. 2007 - 0360342 RECORDED MAY 29, 2007 SHOREBREAK PRIVATE ST. AY TI �J + y� i 71 Q 1 BEARING /DELTA RADIUS LENGTH REMARKS 9 N 15'00'03" W PIPE STA. 276.71 ' 8" PVC CL -200 WIDIJX• / . W Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15'00'03" W PIPE STA. 261.7P' 8" PVC CL -200 WIDIJX• / . W Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15'00'03 °° W PIPE STA. 276.71' 1 8" PVC SDR -35 THRUST /ANCHOR BLOCK TABLE TYPE OF TEST TOTAL ASSUMED AREA OR PIPE STA. BLOCK PRESSURE THRUST SOIL CAPACITY VOLUME OF BLOCK 29 +94.00 THRUST 250 psi 16, 083 lbs 1 2500 psf 4.3 sq. ft. HUNSAKER QgOFESS /o & ASSOCIATES ono S A N D I E G O, I N C N Z Z w NO. 48670 m PLANNING 9707 Waples Street EXP. 6/30/08 z ENGINEERING San Diego, Ca 92121 F`\P SURVEYING PH(858)558.4500• FX(858)558.1414 CALN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE - - APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REVISE SEWER �� 2 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISI N PF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: M As — • �T I LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE REVIEWED BY: -e.�• I HORIZONTAL 1 ° =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE �j S VISOR NAME DATE: 2 d7 BY: /U./m. BY: SHOREBRgAK A SEWER & WATER 372-1 (� INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' O� j� "r y� R.C.E. NO. 48670 MASIH MAHER PETER COTA •ROBLE COVE E � RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 /t 0 ELEVATION: 65.480 DATUM: NGVD20 MOND L. MARTIN RCE 4867C -- DATE RAYMOND L. MARTIN EXP. 6-30 -08 DATE: XL V-07- 07 DATE: 8 O CASE NO: 03 -090 T M SHEET 15 OF 0 3 R:\0324\&Eng\Public ImprovementAC324A115.dwg[ O]Ju1 -19- 2007:15:0 I BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15 °00'03" W 47.60' 8 PVC CL -200 2 N 15'00'03" W 214.40' 3 N 15'00'03" W 38.00° t - H+HF- ' a I r I k ` ` 1 1 1 � I ` T � - { I • • 20 4 • 60 SCALE • HUNSAKER & ASSOCIATES i SURFACE IMPROVEMENTS & STORM DRAW PER DWG 372 -PSI EXISTING 32' EASEMENT TO LEUCADIA WASTEWATER DISTRICT PER DOC. NO. 2007 - 0360342 40' PUBLIC PEDESTRIAN RECORDED MAY 29, 2007 ACCESS EASEMENT PER FINAL MAP \ 24 23 SEE SHEET 12 ®- 39 CORAL COVE WAY 'S EEEI 6 ESTEPS i I i -- -------- - -- - - - - -- -- - — --- - - - - - 50 +00.00 �... : -' d I o 50 +00.00 WAS STD h N tl DWG WS -09 @ 1_ I 51 +00 S 2 1 52 ±00 50+00.00 - 1 - Y r\ ----- -- - - C C C C C 3 qq , ° 0 �U 20 00 0 0 ® 210 O �° °u, Ln a to. h 3 a'sco QG Z, °o ° o� IP rn .3 /P rn o rn J IP LZ II II ® 0 0 0 o o ® �u o ° �ootl mrn 6°0� ah o0 1 `O coca ny ho 1 °o0 1 �_ °OO 1 I °oo °ornmOf pi (0N Lw Nw o a a� L6 h � cd @r � 3 44' GENERAL UTILITY d � t � N � 3 z ap cz I(n h �i (0 ui (n (h ®W 1^-' "lap o�� rn o N :zv N h ac rn EASEMENT PER m cp n N 2 IN< o V, orn o..i 2, o + + =12 + +o+ , ++ ®¢R + +cnR FINAL MAP + +cno +cno +t� +cno + +cncs +Zn ++ 1O O O¢3 .� ¢� ^¢�^ ¢°s N N¢3 N¢ Ntea Z Ji � L0 h ^�� Uu5 ^X30 �n30 ua lnsOUS�s ®h ^:,h�0 h 0 U9��Nm`.CJ� (PRIVATE STREET) E °o O N h 0 I M 0 2 4 G 0 10' PUBLIC PEDESTRIAN ACCESS EASEMENT PER FINAL MAP I] WS -09 Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15 °00'03" W 47.60' 8 PVC CL -200 2 N 15'00'03" W 214.40' 3 N 15'00'03" W 38.00° H+HF- • • 20 4 • 60 SCALE • HUNSAKER & ASSOCIATES i SURFACE IMPROVEMENTS & STORM DRAW PER DWG 372 -PSI EXISTING 32' EASEMENT TO LEUCADIA WASTEWATER DISTRICT PER DOC. NO. 2007 - 0360342 40' PUBLIC PEDESTRIAN RECORDED MAY 29, 2007 ACCESS EASEMENT PER FINAL MAP \ 24 23 SEE SHEET 12 ®- 39 CORAL COVE WAY 'S EEEI 6 ESTEPS i I i -- -------- - -- - - - - -- -- - — --- - - - - - 50 +00.00 �... : -' d I o 50 +00.00 WAS STD h N tl DWG WS -09 @ 1_ I 51 +00 S 2 1 52 ±00 50+00.00 - 1 - Y r\ ----- -- - - C C C C C 3 qq , ° 0 �U 20 00 0 0 ® 210 O �° °u, Ln a to. h 3 a'sco QG Z, °o ° o� IP rn .3 /P rn o rn J IP LZ II II ® 0 0 0 o o ® �u o ° �ootl mrn 6°0� ah o0 1 `O coca ny ho 1 °o0 1 �_ °OO 1 I °oo °ornmOf pi (0N Lw Nw o a a� L6 h � cd @r � 3 44' GENERAL UTILITY d � t � N � 3 z ap cz I(n h �i (0 ui (n (h ®W 1^-' "lap o�� rn o N :zv N h ac rn EASEMENT PER m cp n N 2 IN< o V, orn o..i 2, o + + =12 + +o+ , ++ ®¢R + +cnR FINAL MAP + +cno +cno +t� +cno + +cncs +Zn ++ 1O O O¢3 .� ¢� ^¢�^ ¢°s N N¢3 N¢ Ntea Z Ji � L0 h ^�� Uu5 ^X30 �n30 ua lnsOUS�s ®h ^:,h�0 h 0 U9��Nm`.CJ� (PRIVATE STREET) E °o O N h 0 I M 0 2 4 G 0 10' PUBLIC PEDESTRIAN ACCESS EASEMENT PER FINAL MAP I] WS -09 Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15 °00'03" W 47.60' 8 PVC CL -200 2 N 15'00'03" W 214.40' 3 N 15'00'03" W 38.00° 10 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15'00'03" W 219.40 8 PVC CL -200 Q 1 BEARING /DELTA RADIUS LENGTH I REMARKS 1 1 N 15'00'03" W 24740' 1 8" PVC SDR -35 S A N D I E G O, 1 N G W N0. 48670 m PLANNING 9707 Waples Street EXP. 6/30/08 ENGINEERING SURVEYING PH(8558)558 45001 FX(858)558.1414 srq� cA1 tF \P REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE - RELDO �AlN APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. L TREY SE Z DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: - % LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE RZ��4aJ4 : HORIZONTAL 1 " =20' - I OF RAINTREE. DRIVE 250' NORTHERLY FROM THE DATE: 0 7 _ TABLETOP_ WAY SEWER & WATER 372-1 VISOR NAME 48670 BY: BY: C�R COVE 4h INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' � /" /� R.0 .E. NO. MASIH MAHER PETER COTA- ROBLES HL RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 , ELEVATION: 65.480 DATUM: NGVD29 4fXYMOND L. MARTIN RCE 48670 -. DATE RAYMOND L. MARTIN EXP. - 6 -30 -08 DATE: p DATE: 8 Q CASE NO: 03 -090 T M SHEET 16 OF 20 3 R: \0324 \&Eng \Public Improvements \0324A116.dwg[ 0]Jul -19- 2007:15:07 SURFACE IMPROVEMENTS & STORM DRAIN PER DWG 372 —PSI 20 0 20 40 60 SCALE 1"=20' CI 21 +64.56 SNEST WAY 10+00.00 /��T��gg��� 3 21 +64.37, 7°D,�EBTEPS WAY 1 EA— 8 E & TO I 3 EA — 8" FL X TYTON GV 2 EA — 8" AC X PVC ADAPTERS 1 EA -2 "BO = 2EA -2 "MAR m� PS WAY LANDSCAPE EASEMENT PER FINAL MAP LOT 70 24' EMERGENCY ACCESS EASEMENT RESERVED FOR THE BENEFIT OF THE SUBJECT PROPERTIES PER FINAL MAP SEE SHEET 5 ASHBURY STREET ACCESS DRIVEWAY (PRIVATE DRIVEWAY) 13 +03.00 ASHBURY ST 1 EA-8 "FLG TEE &TB 3EA- 8'FLGXTYTONGV 2 EA — 8" AC X PVC ADAPTERS TEA -2 "BO 2EA -2 "MAR CENTERLINE DATA ® BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15 °00'03" W 8" PVC CL -200 1 i3.00' TEST TOTAL SOIL VOLUME OF BLOCK PRESSURE THRUST CAPACITY BLOCK 21 +64.37 THRUST 250 psi 16,083 Ibs 2500 psf 4.3 sq. ft. 13 +03.00 THRUST 250 psi 16,083 Ibs 2500 psf 4.3 sq. ft. , PLANNING 9707 Waples Street W N0. 41.3670 m EXP. 6/30/01 ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 CAl1F\� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING No. AS —5 r l,'VA- - �i j DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: - - LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 " =20' - - VISOR NAME DATE: --;��Z ACCESS DRIVEWAY 372--1 BY: BY: �•M� °OO���"' - INTERSECTION OF RAINTREE DR. AND SANFORD DR. RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 - VERTICAL 1 ° =4' ` /.l R.C.E. N0. _ 48670 MASIH MAHER PETER COTA— ROBLES CORAL COVE . ELEVATION: 65.480 DATUM: NGVD29 YMOND L. MARTIN RCE 48670 DATE 6�CRAYMOND EXP. _- 6 -30 -08 DATE: DATE: CASE NO: 03 -090 T M SHEET 17 OF 20 O L MARTIN R: \0324 \ &Eng \Public Improvements \0324A1i7.dwg[ O]Jul -19- 2007:15:07 -i i = SURFACE IMPROVEMENTS & STORM DRAIN PER DWG 372 —PSI 20 0 20 40 60 SCALE 1"=20' CI 21 +64.56 SNEST WAY 10+00.00 /��T��gg��� 3 21 +64.37, 7°D,�EBTEPS WAY 1 EA— 8 E & TO I 3 EA — 8" FL X TYTON GV 2 EA — 8" AC X PVC ADAPTERS 1 EA -2 "BO = 2EA -2 "MAR m� PS WAY LANDSCAPE EASEMENT PER FINAL MAP LOT 70 24' EMERGENCY ACCESS EASEMENT RESERVED FOR THE BENEFIT OF THE SUBJECT PROPERTIES PER FINAL MAP SEE SHEET 5 ASHBURY STREET ACCESS DRIVEWAY (PRIVATE DRIVEWAY) 13 +03.00 ASHBURY ST 1 EA-8 "FLG TEE &TB 3EA- 8'FLGXTYTONGV 2 EA — 8" AC X PVC ADAPTERS TEA -2 "BO 2EA -2 "MAR CENTERLINE DATA ® BEARING /DELTA RADIUS LENGTH REMARKS 1 N 15 °00'03" W 8" PVC CL -200 1 i3.00' TEST WATER nATA 10 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 1 N 15'00'03 °` W 139.00' 8" PVC CL -200 THRUST /ANCHOR BLOCK TABLE HUNSAKER ASSUMED AREA OR PIPE STA. TYPE OF TEST TOTAL SOIL VOLUME OF BLOCK PRESSURE THRUST CAPACITY BLOCK 21 +64.37 THRUST 250 psi 16,083 Ibs 2500 psf 4.3 sq. ft. 13 +03.00 THRUST 250 psi 16,083 Ibs 2500 psf 4.3 sq. ft. HUNSAKER & ASSOCIATES - QgOFESS /0 �o >, L.< SAN D I EGO, I N G PLANNING 9707 Waples Street W N0. 41.3670 m EXP. 6/30/01 ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 CAl1F\� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING No. AS —5 r l,'VA- - �i j DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: - - LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE OF RAINTREE DRIVE 250' NORTHERLY FROM THE HORIZONTAL 1 " =20' - - VISOR NAME DATE: --;��Z ACCESS DRIVEWAY 372--1 BY: BY: �•M� °OO���"' - INTERSECTION OF RAINTREE DR. AND SANFORD DR. RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 - VERTICAL 1 ° =4' ` /.l R.C.E. N0. _ 48670 MASIH MAHER PETER COTA— ROBLES CORAL COVE . ELEVATION: 65.480 DATUM: NGVD29 YMOND L. MARTIN RCE 48670 DATE 6�CRAYMOND EXP. _- 6 -30 -08 DATE: DATE: CASE NO: 03 -090 T M SHEET 17 OF 20 O L MARTIN R: \0324 \ &Eng \Public Improvements \0324A1i7.dwg[ O]Jul -19- 2007:15:07 Y� HUNSAKER & ASSOCIAT'S S A N D I E D O, 1 N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS I APPROVED I DATE BEARING /DELTA RADIUS L REMARKS 1 106.38 57'° 32.00' 59.56' 6" AC BERM 2 8% 11 " 339.93' 52.13' 6" AC BERM 3 19 °06'30" 28.00' 904' 6" AC BERM — ' 3 a r , f ' I - -- 1= ; , + � 1 I ' Mffi t ' 1 I { Y� HUNSAKER & ASSOCIAT'S S A N D I E D O, 1 N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS I APPROVED I DATE 20 0 20 40 60 SCALE 1"=20' ----- - - - - -- Zi • I , - - A _ - BEARING /DELTA RADIUS L REMARKS 1 106.38 57'° 32.00' 59.56' 6" AC BERM 2 8% 11 " 339.93' 52.13' 6" AC BERM 3 19 °06'30" 28.00' 904' 6" AC BERM — ' 3 r , f ' I - -- 1= ; , + Mffi 1 { 20 0 20 40 60 SCALE 1"=20' ----- - - - - -- Zi • I , - - A _ - LA COSTA AVENUE NCES DATE BENCHMARK SCALE l 1 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 _ aaca v v v a ra ca � u i� v a� LA COSTA AVE ♦. VULCAN (PUBLIC STREET) RECORD DRAWING PLANS PREPARED UNDER SUPERVISION OF _ VISOR NAME DATE: —7/4 � R.C.E. NO. -, 48670 AYMOND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 PLACE) INKNOWN VERIFY LOCATION APPROVALS RECOMMENDED APPROVED BY: _dA 4 0- BY: "- MASIH MAHER PETER COTA - ROBLES DATE: 2'/V/07 DATE: CONSTRUCTION NOTES ( REMOVE EXISTING REFLECTIVE MARKERS AND PAVEMENT LEGEND BY SANDBLASTING ® INSTALL "STOP" PAVEMENT LEGEND IN TRAFFIC PAINT PER CALTRANS STANDARD A24D O INSTALL PAVEMENT LEGEND — TYPE IV(U) — IN TRAFFIC PAINT PER CALTRANS STANDARD ® INSTALL 12" WIDE LIMIT LINE IN THERMOPLASTIC REMOVE AND RECOMPACT TO 95% RELATIVE COMPACTION SUBGRADE AND INSTALL MIN 4" AC OVER 6" CLASS !I AB LEGEND ## INSTALL CALTRANS STRIPING DETAILS AS INDICATED IN TRAFFIC PAINT, PER STD PLANS A. PROPOSED PAVEMENT LEGEND, STD PLAN A24A EXISTING SIGN ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 106.38 57'° 32.00' 59.56' 6" AC BERM 2 8% 11 " 339.93' 52.13' 6" AC BERM 3 19 °06'30" 28.00' 904' 6" AC BERM - -- LA COSTA AVENUE NCES DATE BENCHMARK SCALE l 1 DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 _ aaca v v v a ra ca � u i� v a� LA COSTA AVE ♦. VULCAN (PUBLIC STREET) RECORD DRAWING PLANS PREPARED UNDER SUPERVISION OF _ VISOR NAME DATE: —7/4 � R.C.E. NO. -, 48670 AYMOND L. MARTIN RCE 48670 DATE RAYMOND L. MARTIN EXP. 6 -30 -08 PLACE) INKNOWN VERIFY LOCATION APPROVALS RECOMMENDED APPROVED BY: _dA 4 0- BY: "- MASIH MAHER PETER COTA - ROBLES DATE: 2'/V/07 DATE: CONSTRUCTION NOTES ( REMOVE EXISTING REFLECTIVE MARKERS AND PAVEMENT LEGEND BY SANDBLASTING ® INSTALL "STOP" PAVEMENT LEGEND IN TRAFFIC PAINT PER CALTRANS STANDARD A24D O INSTALL PAVEMENT LEGEND — TYPE IV(U) — IN TRAFFIC PAINT PER CALTRANS STANDARD ® INSTALL 12" WIDE LIMIT LINE IN THERMOPLASTIC REMOVE AND RECOMPACT TO 95% RELATIVE COMPACTION SUBGRADE AND INSTALL MIN 4" AC OVER 6" CLASS !I AB LEGEND ## INSTALL CALTRANS STRIPING DETAILS AS INDICATED IN TRAFFIC PAINT, PER STD PLANS A. PROPOSED PAVEMENT LEGEND, STD PLAN A24A EXISTING SIGN ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 106.38 57'° 32.00' 59.56' 6" AC BERM 2 8% 11 " 339.93' 52.13' 6" AC BERM 3 19 °06'30" 28.00' 904' 6" AC BERM EXISTING EDGE OF PAVEMENT EXSTING PAVEMENT SAWCUT EXISTING AC PAVING TO PROVIDE CLEAN NEW AC PAVING EDGE. I + I' I VARIES PER PLAN AC `GRIND AND OVERLAY — FOR SMOOTH TRANSITION SECTION A ®A NOT TO SCALE CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. M PUBLIC IMPROVEMENT PLANS FOR: LA COSTA AVE & VULCAN AVE INTERSECTION 372 CORAL COVE CASE NO: 03 -090 T M SHEET 18 OF 20 R: \0324 \ &Eng \Public Improvements \0324A118.dwg[ 0]Jul -19- 2007:11:08 j 11 BEARING /DELTA RADIUS LENGTH' TEST REMARKS 1 N 60'00'03" W PRESSURE 17.79' 8" — CL -200 _._. .. 74 °5957" E BLOCK 305.71' 8" PVC CL -200 3 N 15 °00'03" W 250 psi 38.76' 6" PVC CL -200 4 N I E 4.3 32.65' 8" PVC CL -200 ---- - - - - -- - - -- C9 E4 WA a I r I i - - - - - -- - - - - - - - - -- - - - - -- - - - - -- - - - - -- - - -- ---- - - - - - -- - - - - -- - - - - -- - - -- 1 - 1 ILL j 11 BEARING /DELTA RADIUS LENGTH' TEST REMARKS 1 N 60'00'03" W PRESSURE 17.79' 8" — CL -200 _._. .. 74 °5957" E BLOCK 305.71' 8" PVC CL -200 3 N 15 °00'03" W 250 psi 38.76' 6" PVC CL -200 4 N I E 4.3 32.65' 8" PVC CL -200 ---- - - - - -- - - -- C9 E4 WA a j 11 20 0 20 40 60 SCALE 1 " =20' HUNSAER & ASSOCIATES S A N D I E C 0, 1 N G PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED DATE NOT A PART 5EE SAN DI E G UITO W. D U Wx �W �O SOW * CONTRACTOR TO POTHOLE CONNECTION A L UR Y STREET WATER 1 POINTS AND VERIFY EXISTING PIPE SIZE, MATERIAL, LOCATION, & ELEVATION PRIOR TO CONSTRUCTION. SAN DIEGUITO WATER DISTRICT APPROVED BY: SIGNATURE EXPIRES 2 YEARS AFTER DATE DATE REFERENCES DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 O (LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 RECORD DRAWING MOND L MARTIN RCE 48670 DATE APPROVALS PLANS PREPARED UNDER - SUPERVISION OF RECOMMENDED APPROVED VISOR NA DATE: l Y d BY: ! 1/' •/ V BY: - kz- R.C.E. N0. 1 48670 _. MASIH MAHER PETE pR COTA -ROBE S RAYMOND L MARTIN EXP. 6 -30 -08 DATE: 2'/8'1 6 _07 DATE: g CONNECT TO EXISTING / BLOCK* EILJ k iZ�tt� G � 0 0 17 w w w F,rn W :W ) BEARING /DELTA RADIUS LENGTH' TEST REMARKS 1 N 60'00'03" W PRESSURE 17.79' 8" PVC CL -200 2 N 74 °5957" E BLOCK 305.71' 8" PVC CL -200 3 N 15 °00'03" W 250 psi 38.76' 6" PVC CL -200 4 N 74'5957" E 4.3 32.65' 8" PVC CL -200 C9 E4 WA 20 0 20 40 60 SCALE 1 " =20' HUNSAER & ASSOCIATES S A N D I E C 0, 1 N G PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 REVISIONS APPROVED DATE NOT A PART 5EE SAN DI E G UITO W. D U Wx �W �O SOW * CONTRACTOR TO POTHOLE CONNECTION A L UR Y STREET WATER 1 POINTS AND VERIFY EXISTING PIPE SIZE, MATERIAL, LOCATION, & ELEVATION PRIOR TO CONSTRUCTION. SAN DIEGUITO WATER DISTRICT APPROVED BY: SIGNATURE EXPIRES 2 YEARS AFTER DATE DATE REFERENCES DATE BENCHMARK SCALE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7,322 O (LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION OF RAINTREE DR. AND SANFORD DR. VERTICAL 1 " =4' RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 ELEVATION: 65.480 DATUM: NGVD29 RECORD DRAWING MOND L MARTIN RCE 48670 DATE APPROVALS PLANS PREPARED UNDER - SUPERVISION OF RECOMMENDED APPROVED VISOR NA DATE: l Y d BY: ! 1/' •/ V BY: - kz- R.C.E. N0. 1 48670 _. MASIH MAHER PETE pR COTA -ROBE S RAYMOND L MARTIN EXP. 6 -30 -08 DATE: 2'/8'1 6 _07 DATE: g CONNECT TO EXISTING / BLOCK* EILJ k iZ�tt� G � 0 0 17 w w w F,rn W :W ) I wa l , BEARING /DELTA RADIUS LENGTH' TEST REMARKS 1 N 60'00'03" W PRESSURE 17.79' 8" PVC CL -200 2 N 74 °5957" E BLOCK 305.71' 8" PVC CL -200 3 N 15 °00'03" W 250 psi 38.76' 6" PVC CL -200 4 N 74'5957" E 4.3 32.65' 8" PVC CL -200 C9 I wa l , THRUST /ANCHOR BLOCK TABLE BEARING /DELTA RADIUS LENGTH' TEST REMARKS 1 N 60'00'03" W PRESSURE 17.79' 8" PVC CL -200 2 N 74 °5957" E BLOCK 305.71' 8" PVC CL -200 3 N 15 °00'03" W 250 psi 38.76' 6" PVC CL -200 4 N 74'5957" E 4.3 32.65' 8" PVC CL -200 THRUST /ANCHOR BLOCK TABLE �1�� TYPE OF TEST TOTAL ASSUMED ARF�, OR PIPE STA. BLOCK PRESSURE THRUST SOIL VOLUME OF I CAPACITY BLOCK 13 +49.06 THRUST 250 psi 12,308 lbs 2500 psf 3.3 sq. ft. 13 +61.64 THRUST 250 psi 12,308 lbs 2500 psf 3.3 sq. ft. 16 +66.35 THRUST 250 psi 16,083 lbs 2,500 psf 4.3 C i TY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N PUBLIC IMPROVEMENT PLANS FOR: ASHBURY STREET WATER LINE 372 -1 CORAL COVE CASE NO: 03 -090 T. 'M I SHEET 19 OF 2C R: \0324 \BEng \Pub1ic Improvements \0324A119.dwg[ 2018]Jul -24- 2007:10:5 i 10 20 0 `II 'i\ HUNSAKER & ASSOCIATES SAN DIEGUITO WATER DISTRICT S A N D I EGO, I N G APPROVED BY: PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500- FX(858)558 -1414 SIGNATURE EXPIRES 2 YEARS AFTER DATE DATE RADIUS REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RECORD DRAWING SOIL -M I L BLOCK PRESSURE DESCRIPTION: BRASS DISK STAMPED ENC -04 L.S. 7322 LOCATION: ON DRAINAGE BOX INLET ON THE WEST SIDE HORIZONTAL 1 " =20' VERTICAL 1 " =4 ,L,/ //,{�,� �s g ?y -/� YMOND _. MARTIN RCE 48670 DATE LI ���- . -- - = ---• 6 7 b4 4.3 sq. ft. OF RAINTREE DRIVE 250' NORTHERLY FROM THE INTERSECTION RAINTREE OR. AND SANO.S. DR. RECORD FROM: CITY OF ENCINITAS R.O.S. 18416 : ELEVATION: 65.480 DATUM: NGVD29 - x `i - -- L 1 EA -8 FLG TEE &TB 3EA — FLGXPOGV .. ? 1 EA — 2" BOR 2 EA — B" AC X PVC ADAPTERS i * CONTRACTOR TO POTHOLE CONNECTION POINTS AND VERIFY EXISTING PIPE SIZE, MATERIAL, LOCATION, & ELEVATION PRIOR TO CONSTRUCTION. APPROVALS PLANS PREPARED UNDER SUPERVISjON OF RECOMMENDED APPR ?VED S ERVISOR NAME DATE: _��F / /2s 0 F3T R.C.F. N0. _ 48670 _ MASIH MAHER PETER COTA- ROBLES - lym ?yD L. MARTIN, EXP. -. � -30 -08 DATE: , $��'7 - -. DATE: " ■ a THRUST /ANCHOR BLOCK TABLE BEARING /DELTA RADIUS I LENGTH I REMARKS 1 I N 74 °59 °57" E PIPE STA. 312.12 8" PVC CL -200 THRUST /ANCHOR BLOCK TABLE ASSUMED AREA OR PIPE STA. TYPE OF TEST TOTAL SOIL VOLUME OF BLOCK PRESSURE THRUST CAPACITY BLOCK 20 +12.12 THRUST 250 psi 16,083 lbs I 2500 psf 4.3 sq. ft. CITY OF N C IN I TA S ENGINEERING DEPARTMENT I DRAWING N PUBLIC IMPROVEMENT PLANS FOR: ASHBURY STREET WATE' LINE 372 -1 CORAL COVE 14h CASE NO: 03 -090 TS M SHEET 20 C c 2 O R:\0324\&Eng\Public Improv- ments\0324A120.dwg[ O]Jul -19- 2007:15:1.3 I