Loading...
1999-5877 G (Plans)9ENERAL NOTES EROSION CONTROL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. MI CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF BUO AT (760)632 -9982 CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS, THE SAN DIEGO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN AND CONSTRUCTION AREA REGIONAL STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. EXISTING SINGLE FAMILY DWELLING TO BE MOVED FORWARD GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS-94OWN ON STANDARDS OF THE CiTY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL 2. EQUIPMEN AND W vr%f, FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT OCTOBER 1, OR IMMEDIATELY UPON COMPL.ETETION OF ANY SLOPES GRADED BETWEEN STANDARD DRAWINGS. ANY - CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED ALL TIMES DURING THE RAINY SEASON (OCTOBER 1, TO APRIL 15). ALL NECESSARY BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. H) MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS 2. THE SOILS REPORT ENTITLED "PRELIMINARY GEOTECH LAICAL INVESTIGATION, TWO PROPOSED TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ISAMMINENT SINGLE FAMILY DWELLINGS, 955 GRANGE HALL ROAD, CARDIFF, CA.. PREPARED BY 1,980 S.F. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN SAND BAGS (2HiGH) NORTH COUNTY COMPACTION ENGINEERING; -W., DATED NOVEMBER 23, 1994 SHALL BE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE G190 S.F CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN APPROVAL OF THE ENGINEERING INSPECTOR. HOWEVER: ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THIS 4. THE CONTRACTOR SHALL Ica I unc ALL EROSION CONTROL DEVICES TO WORKING PROPOSED CONTOURS REPORT' EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND SEWER LATERAL (D RAINFALL TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF- 45 SO. FT. C�iIMENCEMENT OF WORK. DAYLIGHT LINE -I 1 1 - ' WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 185 L.F. CONJUNCTION WITH IMPROVEMENT PROPERTY L.INi= _ BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION B. GAS & ELECTRIC - SDG&E (800) 422 -4133 G" A .0 . BE144 G -5 20 L.F: OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR OFF -SITE GRADING. D. TELEPHONE - PAC BELL (800) 489 -3441 EXCAVATION = 110 C.Y. FILL = 110 C.Y. E. CABLE TV - COX COMMUA1fCATIOWS (760) 999 -66" 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS 5. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A ADJACENT PROPERTIES DURING - GRADING OPERATIONS. ANYTHING DAMAGED OR ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 HAZARDOUS CONDITION DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR 2. MAXIMUM VERTICAL DEPTH CUT = 1.5 FEET (3 FEET UNDER HOUSE) PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WALL TO GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK 5. AVERAGE DEPTH OF FILL - 1.25' WHICH IS DISTURBED OR DESTROYED 94ALL -3E RE- ESTABLISHED AND REPLACED 5. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY THE BY A REGISTERED CIViLINGINEER OR A LICENSED LAND SURVEYOR. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 7. THE CONTRACTOR SMALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 9 ALL REMOVABLE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF INCLUDING SHORING, AND SHALL BE RESPCNVSiBLE FOR CONFORMING TO ALL LOCAL. EACH WORKING DAY WHEN THE FIVE(5) DAY RAIN PROBABILITY FORECAST EXCEEDS STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FORTY PERCENT (407f). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH & GRADING AND E QU IPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE RAINFALL FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 10. SHOULD GERM♦NATiON Of HYDROSEEDED SLOPES FAIL TO PROVIDE [.r r t� i i JE COVERAGE P.M. AND 7:30 A.M., NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL HOLIDAYS. BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- GRADIWG MEETING HAS 35.023 OF THE EROSION SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, DEPARTMENT OF CONSERVATION. CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND THE PRE - GRADING MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN- ADVANCE BY CALLING - (760) 633 -2770. GRADING PLAN 0 SANTA m FE O ti m P `I'E► � '� 40 g Ld b W VICINITY MAP NO SCALE THOMAS BROS. MAP PAGE 1167,E -1 V r 10. PRIOR TO HAULIIMG DIRT OR CONSTRUCTION MATERIALS TD-ANY PlNurvsxu 20 10 0 20 40 60 CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT g TO AND RECEIVE APPROVAL FROM -THE CITY ENGINEER FOR THE PROPOSED HAUL SCALE IN FEET SCALE : 1 "= 20' ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS 285. SCALE: 1" = 20' THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK LINDER THE GRADING PERMIT. BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED LANDSCAPING NOTES WORK TO BE DONE NO SCA 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACLtA-%umv TO THE RAMS, THE BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CiTY OF ENCINITAS GRADING CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS, THE SAN DIEGO ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. AREA REGIONAL STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. EXISTING SINGLE FAMILY DWELLING TO BE MOVED FORWARD GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS-94OWN ON THESE PLANS AND 2. FINISH GRADING PLANTING SHALL - BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING DETAILS SHALL BE ON WITH OCTOBER 1, OR IMMEDIATELY UPON COMPL.ETETION OF ANY SLOPES GRADED BETWEEN THE CITY OF ENCKTAS GRADING ORDINANCE. OCTOBER 1, AND APRIL 15. H) LEGEND ITEM REFERENCE SYMBOL Quantity NflTiFICATIONS A.C. DRIVEWAY 1,980 S.F. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN SAND BAGS (2HiGH) 400 EOL ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST MASONR`f RETAINING W^LL c-3 _ G190 S.F OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: DIRECTION OF DRAINAGE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTiONARY MEASURES TO PROTECT ANY PROPOSED CONTOURS EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS FILL SLOPE T T RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR SEWER LATERAL (D 1 EA. TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF TRENCH RESURFACING SDG - 1X77 I / / / /I 45 SO. FT. C�iIMENCEMENT OF WORK. DAYLIGHT LINE -I 1 1 - ' A. SEWERS - CARDIFF SANITATION DISTRICT (760) 633 -2780 P.C.C. BROW DITCH D_75 185 L.F. PROPERTY L.INi= _ B. GAS & ELECTRIC - SDG&E (800) 422 -4133 G" A .0 . BE144 G -5 20 L.F: C. WATER - SAN DIEGUTTO WATER DIST. (760) 753 -6466 EARTHWORK D. TELEPHONE - PAC BELL (800) 489 -3441 EXCAVATION = 110 C.Y. FILL = 110 C.Y. E. CABLE TV - COX COMMUA1fCATIOWS (760) 999 -66" EXPORT = 0 C.Y. F. UNDERGROUND SERVICE ALERT 1 -500 -422 -4133 ENVIRONMENTAL DATA 2. CONTRACTOR SHALL NOTIFY THE ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 1. STEEPEST EXISTING NATURAL SLOPE ON SITE : 15AX 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 2. MAXIMUM VERTICAL DEPTH CUT = 1.5 FEET (3 FEET UNDER HOUSE) PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WALL 3. MAXIMUM VERTICAL DEPTH-OF FiLL = 2.5 FEET BE SUBJECT TO REJECTION AND REMOVAL 4. AVERAGE DEPTH OF CUT - 1.0' 5. AVERAGE DEPTH OF FILL - 1.25' CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING PERFORMED UNDER I I PERMIT NO. 5877 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". I DPI I LIMTT'OF TO ISE OWEREXICAW ED THiS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE FM F RE I'SUILOIMCS. MAIN OPAL ENGINEER WHO Cr_n i Ir ILJ SUCH GRADING OPERATION. ES L_ - _ _ „_.i _ EA N CO vi PC R0 41G ELEVATio"s REMOVE APN 260 - 191 -15 Q POR. SEC. 23, T135, Row S.B.M. GRADING NOTES I. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER is F.N :, , . y lo . -y y- , 192 A 1 � _ ^� I _ OR UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION ( ^ =5 f � 16 � `b\'l \ D JET ` • » « PLACEMENT AND COMPACTION OF FILLS AND BACICFlLLS AND COMPACTION OF TRENCHES. � - - �--1. 5 - t3" 5 » 5" 5" I HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE_ oo n � R A �' I I 1 A. D I SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS < N N FALL 3 "_ P.V.O- DRAM 4 �� HE/SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR }-. N 1 1 . 0 1 % _ 2 , 6" I--- 20 r UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION t7 ALL EMBANKMENTS 'L7 _ AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED 1 � 11� I , , , , , I _ _ I 0 i cI GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE RON­ fL i I FOR THERR INTENDED USE. " 1 2 Y OSEb G G - 9- " ( j A.C. BERM PER .d N GA GE r , KESiOENC� �_ , 6 2 THE CONTRACTOR SHALL �� ��� ��.�Y GRACE ALL EXCAVATED SURFACES TO PROVIDE ej ADDI ON i POStTNE DRAINAGE AND PREVENT PONDING Of WATER. HE/SHE SHALL CONTROL 0 280 F t I I G.F. F.F. =281.0 3 I SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED = ' ' 25' I d.! d -L 3 I WORK ON THE SiTE AND - SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION APP!rX. ��T� DUST `' � �� r OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND SEWER LATERAL I I 7+ i / I EROSION CONTROL MEASURES HAVE BEEN INSTALLED �, 4 4 0 3- PARCEL 2 RCEL f 3� ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. ALL VEGETABLE - « < I MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ��_ -- . - ?R . f -- ^ -� - 4- c�'c1= c _ ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND THEN COMPACTED PR DRAINAGE EASE 5 , mow/ TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY - - - F TYPE 3 RETAINING TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN-STRICT ACCORDANCE WITH t POWER P EXIT RESIDENCE I WALL PER C -3. THE�PECIFlCATIONS. o ERttA C. 4. CU? AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE � to � ; P C ST��820 "HOPE 23. � � 35, R4W S.B.M. IPE , SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS I �� M4tr OF AREA TO Be OVERE)'A4kM D AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY FOR RJTtJRE BUILDIKIG. MAINTAIN THE ENGINEER OF -WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES. 2S' F_ XiSnWG 'tCRxRAPHIC EL.EVA ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT 275- z-. -� _ i = + AFTER COMRAcTIOAI . SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH - •n+•` „ .� TriE GRADING ORDINANCE TYPE 3 ft -2 jj TYPE 3 RETMINiMit" 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJEC11 NVABLE MATERIAL SHALL BE COLLECTED, W�-L PER C -3 / 10 "HOPE PiPE "ILL PER C -3 -r rEEXIST.GI L*V PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO 1=XIST.GROUND LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH NEAT AND FINISHED APPEARANCE � nm"A, FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL 8E BROW DITCH PER D-75 SECURED FROM THE SOILS ENGINEER AND CITY - ENGINEER PRIOR TO THE DISPOSAL Q EXISTING 6.0' WIDE EASEMENT iN FAVOR OF SAN DIEGO C� OF ANY SUCH MATERIAL GAS & ELECTRIC PER DEED RECORDED 7/21/1954 IN BOOK SEC I OM 8 COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT 5 M W "4446- 'N 0 4 14 1 Iff NAME DATE NAME DATE SIGNATURE EXPIRES 2 YEARS FROM DATE. REVISIONS APPROVED DATE REFERENCES DATE ZL ADDED OVERE)CAVATiCf•t AizEA ADDED OXYEXCAVATiOW AREA t E 1 GRpOES ADDED DRAIN PIPE • AA �' �GYL7E✓• A'' • 31. � m _ A tn ?.2 w �l OWNER'$ CERTIFICATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SiTE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THiS PROJECT, THAT I HAVE CnCJUA.Xu .E CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIF1 CA17ONS BY THE QTY OF ENCINITAS iS CONFINED TD A REVIEW ONLY AND DOES NOT RELIEVE ME. AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. BY: eg a--10 DATE -41 11P7 oQ �p PESSip y RICHARD W. � 20934+ No. 209M ' SOILS ENGINEER'S CERTIFICATE � O F ,�o C M. I. DALE R. REGLI A REGISTERED CIVIL ENGINEER IN THE - STATE Or CALIFORNIA, PRINCIPALLY DC'ilNG BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SiTE WAS MADE BY ME OR UNDER MY DIRECTION ON NOVEMBER 23, 1998. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. TOGETHER WITH MY RECOMMENDATIONS , HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE. I HAVE REVIEWEQ. --ti icz)C, 'vr%A4QING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPOR YHd T HAVE BEEN Tq INCORPORATED IN THE GRADING PLANS AND SPECIFICATI SIGNED DALE R. REGLI Af 4t LEGAL DESCRIPTION." THE EASTERLY 75 FEET OF THE WESTERLY 380 FEET OF THE SO LY 192 FEET OF THE NORTHERLY 1192 FEET OF THE NORTHWEST QUATER OF THE NORTHWEST QUATER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDO MERIDIAN, COUNTY OF SAN DIEGO, STATE OF CAUFFORNIA, ACCORDING TO THE UNITED STATES SURVEY. ?8n 275 NOTE: ALL OVERHEAD UTILITIES ARE TO BE UNDERGROUNDED. I.E. TELEPHONE, CABLE, POWER, ETC. CHECKED BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT DESIGNED BY DRANM BY 8Y D. FLUK J.JESS N H ly H APPRO COUNTY OF SAN DIEGO BENCHMARK NO. "SE 5", PLANS PREPARED UNDER SUPERVISION OF RECD NDE,p LOCATED EASTERLY OF THE RR TRACKS APPROXIMATELY 900 N'LY FROM THE PROJECT SITE. RECORD FROM "COUNTY OF SAN DIEGO 1 20' BY: ' VERTICAL CONTROL DATA. NORTH COUNTY. v(/• N/A fl .3 0 1 9 ?� �T '�""/ D A . ELEVATION: ,00.6 _ TE. DATUM MSL vEftllCx NAME: DATE: RICHARD W. HARTLEI�R.C.E. 20934 EXP.9 -30 -0t DATE: • �a V 9 Lj owmm • JEFFREY BLID 955 GRAW E HALL. RDA►D CARDIFF, CA. 92007 PHONE: (760) re3Z- 9982 w APN 260- 192 -16 C� C� VALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Grading Plan for: BY: 5877 --G � �j 955 GRANGE HALL ROAD DATE: IAe WORK PROJECT NO. TPM 95 --114 SHEET 1 OF 1 SPEAR & ASSOCIATES, INC. JOB NO. 94 -172 \ C -396 5307. PAGE 324 OF OFFICIAL RECORDS NO SCA SECTION A -A O2 EXISTING- GARAGE TO BE REMOVED. NO SCALE QR pEESStp,� O3 EXISTING SINGLE FAMILY DWELLING TO BE MOVED FORWARD CARDIFF SANITATION DISTRICT EXISTING A.C. DRIVEWAY TO BE REMOVED. H) PROPOSED PRNATE - ROAD & UTILITY EASEMENT "` W.2WN 7D NAME: DATE: OF CAW,.�F� m _ A tn ?.2 w �l OWNER'$ CERTIFICATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SiTE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THiS PROJECT, THAT I HAVE CnCJUA.Xu .E CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIF1 CA17ONS BY THE QTY OF ENCINITAS iS CONFINED TD A REVIEW ONLY AND DOES NOT RELIEVE ME. AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. BY: eg a--10 DATE -41 11P7 oQ �p PESSip y RICHARD W. � 20934+ No. 209M ' SOILS ENGINEER'S CERTIFICATE � O F ,�o C M. I. DALE R. REGLI A REGISTERED CIVIL ENGINEER IN THE - STATE Or CALIFORNIA, PRINCIPALLY DC'ilNG BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SiTE WAS MADE BY ME OR UNDER MY DIRECTION ON NOVEMBER 23, 1998. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. TOGETHER WITH MY RECOMMENDATIONS , HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE. I HAVE REVIEWEQ. --ti icz)C, 'vr%A4QING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPOR YHd T HAVE BEEN Tq INCORPORATED IN THE GRADING PLANS AND SPECIFICATI SIGNED DALE R. REGLI Af 4t LEGAL DESCRIPTION." THE EASTERLY 75 FEET OF THE WESTERLY 380 FEET OF THE SO LY 192 FEET OF THE NORTHERLY 1192 FEET OF THE NORTHWEST QUATER OF THE NORTHWEST QUATER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDO MERIDIAN, COUNTY OF SAN DIEGO, STATE OF CAUFFORNIA, ACCORDING TO THE UNITED STATES SURVEY. ?8n 275 NOTE: ALL OVERHEAD UTILITIES ARE TO BE UNDERGROUNDED. I.E. TELEPHONE, CABLE, POWER, ETC. CHECKED BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT DESIGNED BY DRANM BY 8Y D. FLUK J.JESS N H ly H APPRO COUNTY OF SAN DIEGO BENCHMARK NO. "SE 5", PLANS PREPARED UNDER SUPERVISION OF RECD NDE,p LOCATED EASTERLY OF THE RR TRACKS APPROXIMATELY 900 N'LY FROM THE PROJECT SITE. RECORD FROM "COUNTY OF SAN DIEGO 1 20' BY: ' VERTICAL CONTROL DATA. NORTH COUNTY. v(/• N/A fl .3 0 1 9 ?� �T '�""/ D A . ELEVATION: ,00.6 _ TE. DATUM MSL vEftllCx NAME: DATE: RICHARD W. HARTLEI�R.C.E. 20934 EXP.9 -30 -0t DATE: • �a V 9 Lj owmm • JEFFREY BLID 955 GRAW E HALL. RDA►D CARDIFF, CA. 92007 PHONE: (760) re3Z- 9982 w APN 260- 192 -16 C� C� VALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Grading Plan for: BY: 5877 --G � �j 955 GRANGE HALL ROAD DATE: IAe WORK PROJECT NO. TPM 95 --114 SHEET 1 OF 1 SPEAR & ASSOCIATES, INC. JOB NO. 94 -172 \ C -396