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1997-5003 G (Plans) •'4 WATER NOTES IYORK TO BE DONE '- D. LANDSCAPING LEGEND STANDARD SYMBOL GRADING NOTES 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING A. GENERAL APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS PROPERTY BOUNDARY TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO YEAR AFTER THE DATE OF ACCEPTANCE. STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA REGIONAL STANDARD OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN EXISTING CONTOUR 300 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY DRAWINGS, AND THE CURRENT SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS OCTOBFR 1 AND APRIL 15. THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER FOR CONTRUCTION OF WATER MAINS. ANY CHANGES OR REVISIONS THEREFROM SHALL rc 29p 30) PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. E. EROSION CONTROL EXISTING ELEVATION COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING, TEMPORARY 2. THE SOILS REPORT TITLED 'UPDATED PRELIMINARY GEOTECHNICAL RECOMMENDATIONS, 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT HYNDMAN AND HYNDMAN Q SERVICES, ETC., PRIOR TO SHUTDOWN. PROPOSED CLASSROOM FACILITY, SAINT JOHN'S SCHOOL, 1001 ENCINITAS BOULEVARD, ARCHITECTURE AT (619) 634 -2595. 300 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP ENCINITAS, CALIFORNIA' PREPARED BY CONSTRUCTION TESTING AND ENGINEERING, INC. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL NEW CONTOUR "p OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. DATED NOVEMBER 25, 1996 4N0 URDATED 50 1ZS REPOR, T D47ED A,0005T z2 1 2002. 5H4LL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY � 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 6t COWS 1DE2E0 A5 4 PART OF 77115 &RAD/N6 R.441V ALL &W /N6 SYALL gF_ LONE by t MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE 287 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR k0VA�E W /rN 7YE RECCWA?6VPAT10AI0 5PEcIr/Cq�TIONS CGWTA /NED /N SID REPORT. RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. NEW ELEVATION � EACH RESIDENTIAL LOT. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. APPROVAL OF THE ENGINEERING INSPECTOR. OF SAFETY FOR ALL TRENCH WORK. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER NEW SLOPE 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 2 WITH IMPROVEMENT PLANS. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING - FEET BEHIND WHERE SIDEWALK WILL BE CONSTRUCTED. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. RAINF ALL. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINT IN WATER MAIN. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY DAYLIGHT LINE - A- 1- n - A - M - A 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS EARTH BLADED SWALE ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS- 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A OF -WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A HA7ARDOUS CONDITION. ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN CONC. DRIVEWAY MODIFIED SDRSD, G -14 01 DIEGUITO WATER DISTRICT OFFICE. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SHALL BE INCORPORATED HEREON. - - - °•- - 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONCRETE PAVEMENT PER PLAN SPECIFICATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL ASPHALT CONCRETE PAVEMENT PER PLAN AC 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING STABIL IZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF CONCRETE CURB SDRSD G -1, DETAIL PER PLAN ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE, CROSSINGS, (760) 633 -2770. DEPARTMENT OF CONSERVATION. LINE PARALLELING OR PROPOSED CONNECTION S HALL BE FIELD VERIFIED. ALL EXISTING 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONC MASONRY SITE WALL PER ARCH. PLANS OR PROPOSED UTILITIES CROSSINGS OR WITHIN 10 FEET OF PROPOSED WATER MAINS CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND SOILS ENGINEER CERTIFICATE SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE I, RODNEY D. BALLARD, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY CONC MASONRY RET WALL SDRSD C -4, C -5, 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS DETAILS PER PLAN BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO MADE BY ME OR UNDER MY DIRECTION ON OR BEFORE NOVEMBER 25,1996. ONE ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED COMPI ETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY DIRECTION OF FLOW WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. BACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE 17. MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN FIRE HYDRANTS AND PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL RECOMMENDATIONS INCLUDED IN SOILS REPORT FOR THIS PROJECT HAVE BEEN BROW DITCH SDRSD D- 75,TYPE 'B' �- => S.D.G. &E. VAULTS. BE FOLLOWEDE BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 18. UTILITIES TO MAINTAIN MINIMUM 5 , SEPARATION WHEN PARALLELING WATER SERVICES. SUCH GRADING OPERATION. 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING WATER c CONCRETE SPLASHWALL DETAIL PER PLAN ° FACILITY (F.H., METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY ITS SIGNED: _�� - - - - - - -- - ---- - - - - -- -DATE: ------ - - -- PROJECT. B. NOTIFICATIONS RCE NO.: _ 433 _ GE Z/ ---------- ` °� ° "' 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES EXP. DATE: --- 6_� •_ a__________ ___ v SIDEWALK UNDERDRAIN SDRSD D -27 PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO "q� is A ��G4��Q• SD THE SAN DIEGO COUNTY WASTE DIVISION. THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN QrC U�OB, ON THESE PLANS, HOWEVER: DECLARA11ON OF RESPONSIBLE CHARGE PRIVATE STORM DRAIN PIPE SDRSD D -60 - -S D- - 0 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE z ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN PRIVATE CATCH BASIN PER PLAN Q CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS EXIST. WATER ESM 'T. OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIFICATION AND LOCATION OF UTILITIES N89 GRANTED TO SAN W AND NOTIFICATION OF COMMENCEMENT OF WORK: CONSISTENT WITH CURRENT STANDARDS. DIEGUIT WATER PRIVATE STORM DRAIN CLEANOUT SDRSD S -3, TYPE'B' 2.44 -s D 34 \ DISTRIC � g �v0• SEWER (LEUCADIA COUNTY WATER DISTRICT) 1- 800 - 422 -4133 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY ENC/ SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER DOWNSPOUT POINT OF CONNECTION DETAIL PER ARCH. PLANS - -s D� AS - WATER (SAN DIEGUITO WATER DISTRICT) 1- 800 - 422 -4133 OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. L PACIFIC BELL 1- 800 - 422 -4133 SOWARDS AND BROWN ENGINEERING, INC. SHEEET 5 z M CABLE TV (DIMENSION CABLE SERVICES) 1- 800 - 422 -4133 2187 NEWCASTLE AVE., SUITE 103 PRIVATE SEWER MAIN SDRSD S -4, TYPE 'B' s 00 �/\ Q o 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO CARDIFF BY THE SEA, CA 92007 w BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770 PRIVATE SEWER LATERAL SDRSD S -13 S 0 SITE z 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: SHEET 3 a c� o � � 0 SMH (619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE BY_ _�'�E _ �_ DATE __ `1 - - - - - - -- z o SUBJECT TO REJECTION AND REMOVAL. ---- - -�� -� - - - - - -- SEWER MANHOLE SDRSD S -17 z Q RANDY R. BROWN RICE 36190 N89 329.90' C. GRADING N89 °39'33 "W 659.80' 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR SEWER CLEANOUT SDRSD S -3, TYPE 'B' S Q EXIST. 46' WATER LINE ESM 'T. UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT GRANTED TO SAN DIEGUITO rn AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL LEGAL DESCRIPTION THAT PORTION OF SECTION 14 TOWNSHIP 13 SOUTH RANGE 4 WEST SAN BERNARDINO N WATER DISTRICT. N BASE AND MERIDIAN, SITUATED IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, CONCRETE ANCHOR SDRSD S -9 S SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY - "' FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT w w IDENTIFIED AS PARCELS 1 A, 1 B, 2A, 2B, 2C, TO WHICH SAID PARCEL NUMBERS ARE 0o INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN DESCRIBED IN DEED TO THE ROMAN CATHOLIC BISHOP OF SAN DIEGO, A CORPORATION .Z Sli HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE SOLE, RECORDED APRIL 9, 1979 AS FILE NO. 79- 143313 AND AS DESCRIBED IN DEED TO SEWER POINT OF CONNECTION ® BLDG. s -$ CID WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS THE ROMAN CATHOLIC BISHOP OF SAN DIEGO, A CORPORATION SOLE, RECORDED MAY z° z ARE ACCEPTABLE FOR THEIR INTENDED USE. 31, 198E AS FILE NO. 80- 176180. N89 °4o'�s�w sso. 0 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE DOMESTIC WATER SERVICE SDWD P -3 W� POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE ASSESSORS PARCEL NUMBER 2 b SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED 259- 311 -07 AND 08 END CAP w _3 Z o KEY MAP AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES � �. HAVE BEEN INSTALLED. SCALE: 1"=200' 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE OWNER/PERMITTEE WATER SERVICE POINT OF CONNECTION @ BLD'G. W 1 6 PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND SAINT JOHN'S CHUCH � DECLARATION o F RESP otv s I ULF. CHA R G E PHASE OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 1001 ENCINITAS BOULEVARD I a V UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ENCINITAS, CALIFORNIA 92024 - ` "- REDUCED PRESSURE BACKFLOW PREVENTER SDWD P -5A W HERESY DECLARE TRAT T AM THE EN6 eER of WoRk FOR THIS PROTECT THAT 1 HAVE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE '� v SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. ExERCI REsftvI CyAR68 OVER THE DEsiow OF THE PROT A DEFINED /N IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND ENVIRONMENTAL REVIEW NOTES PHASE A CUT FROM W ATE2 QUALITY FIRE LINE ENC. FIRE DEP'T. SPEC'S. F SECrio* G-7o3 of THE B u stmess Avo PRoFES•S �0a f ro o e� hND rHAT 7 1­146 - DESK i^/ �S COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 1. EARTH WORK QUANTITIES OAS /A/ . $0 C. y. C4 4 oN5'isT6Nt WITH Cs ltlQSkT .fTA90#+A0S. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE PHASE I 1 PHASE II SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND CUT 5030 C.Y. CUT *00 C.Y. DOUBLE CHECK VALVE ASSEMBLY SDWD P - F V / UAiDERsr4Afo •rhlAT THE CH-crx of PROTEcr DRArv/nros AN I3 sPEcrFlCAT on►s B rHE c/rY EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE FILL 2000 C.Y. FILL 100 C.Y. of Fucijv►rAs Is COWF To A ACV/FW o4-/y AAeb Dots Nor 1te4)Ew ME, C AIFIN 66k ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS EXPORT 3030 C.Y. EXPORT 380 C.Y. op w oRk OF M Rfs Powsl 6 t Liry Foie P QvTcc'r AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH F � . >_ POST INDICATOR VALVE ENC. FIRE DEP'T SPEC'S. 0 F ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 50% CoNST� TIVN 7EsrIw6 FiVG1NE6R►N6 INC. AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING Z UC ORDINANCE. 3. MAXIMUM VERTICAL DEPTH OF CUT IS 15.2 FEET. FIRE POINT OF CONNECTION @ BLD'G. F -� 2'itk v r NEyARD h !'KITE S 5. ALL TREES BRUSH GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED z 2 TREES, � � MAXIMUM VERTICAL DEPTH OF FILL IS 2.8 FEET. Qc E'SCVNpI O C�4 Q2o2� g�/ DA 7E ILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE RODnrfy A. BALCARA HE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE MAIN (M ) z ° r FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED l� wN RCE 9 0 ,� N Q a FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH w Jp MATERIAL. ✓ ;. ~x ' 4 0 ��� At* ( L) Z zQ V) AS BUILT Ljl � o z � /_ ®. 36190 s w F_ 4m 9�a J o ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT j ,h amp ° z JUAN AN m o m BY BY `� F` a'f6 7 `� O xP. s/30/0(� ._ _► 3100 G� y �6t.3 # �' z o o' s��\ NAME; Ito D. BALLARp bA7� � ��� © N6 ', PcEIvo: 4"4s VICINITY MAP � � /D�/s�97 ,�c iy �• JA>W� IOl 5) r ` - -e._ .�`� --� Co n S7Rt►CYION TE STW c. 6 R En 6WE nt N.T.S ExP 6-3a 6 SIGNATURE DATE SIGNATURE DATE PRIVATE SEWER SlHOWN FOR REFERENCE ONLY 2414V►neyaoAve Eseon" GA e DESIGN BY DRAWN BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT ---- vs RP _ RRB AP 0 ALS CITY ❑ ENCINITAS PUBLIC WOR / LA S-WILT PH ASET 3 - 15 -9 �� TOP OF BRASS CAP IN COUNTY PLANS PREPARED UNDER SUPERVISION OF MONUMENT WELL. LOCATED IN HORIZONTAL : NONE BY ' RECOMMENDED APPROVED GRADING PLAN FOR: 1 PN EAR7YW RK �- CENTERLINE INTERSECTION OF ENCINITAS DATE : I SAINT JOHN CHURCH (PHASE 1 8c 11) 5003-G BLVD. & SEEMAN DR. VERTICAL : NONE 4 _ 5_03 RECORD FROM COUNTY OF SAN DIEGO R.C.E. NO. : 3 619 0 /� /� 1001 ENCINITAS BLVD. CyAv C AWES f wwo ELEV.: 315.49 DATUM: U.S.C. & G.S. �d jo'�s� 9J RANDY R. ROWN BY mil• l BY l VI pim st yr �j /,Q g�Z� TOM CURRIDEN DATE ENGINEER OF WORK EXP. 6/30/00 DATE DATE : 0 WORK ORDER MUP 96 - 113 3/25/03 SHEET 1 OF 6 C: \AROMY \96069PTS.DWG _ f3i, U LT PIgACe °r 2 T- NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText