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1999-5984 G (Plans) REGIONAL OR LEUCADIA COUNTY WORK TO BE DONE LEGEND WATER DISTRICT STD DWG SYMBOL GRADING ENGINEERS NOTES: GEN EXISTING PROPERTY LINE _ _ _ 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 1. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR ENGINEER OR UNDER HIS/HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL i. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE STANDARD PROPOSED STORM DRAIN DETAIL SHEET 2 THE EXCAVATION, PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND PROPOSED CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED BY THE PREPARER OF THESE PLANS. STANDARDS OF THE CITY OF ENCINITAS, THE SAN DiEGO AREA REGIONAL STANDARD PROPOSED CLEANOUT DETAIL SHEET 2 AND WILL EVALUATE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION DRAWINGS, AND THE LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS OF GRADING OPERATIONS, HE /SHE WILL VERIFY THAT OBSERVATIONS AND TESTS 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE AND STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE PROPOSED INLET DETAIL SHEET 2 WERE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION AND THAT, IN HIS/HER RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 2. THE SOILS THE SOILS REPORT TITLED, "PRELIMINARY GEOTECHNICAL INVESTIGATION TOP OF CURB ELEVATION T.C. 195.20 EXCAVATIONS ARE ACCEPTABLE. LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL PARCEL B. DUSTY TRAIL OUVENHAIN, CITY OF ENCINiTAS, CALIFORNIA, DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY PREPARED BY VINJE do MIDDLETON ENGINEERING, INC., DATED JANUARY 10, 1999 GUTTER ELEVATION G. 194.70 2. CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDED AND ALL LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY ARISING ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE FINISH GRADE ELEVATION F.G. 195.20 SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAiD REPORT. WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION FLOW LINE ELEVATION fL 195.20 OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS PERMANENT DRAINAGE AND 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AND /OR REMOVAL OF EXISTING UTILITIES. AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT - GRATE ELEVATION GR. 195.00 4. CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL CONJUNCTION WITH IMPROVEMENT PLANS. BE PLACES IN ACCORDANCE NTH STANDARD SPECIFICATIONS. ALL VEGETABLE IMPROVEMENTS WITH IMPROVEMENTS EQUAL OR SUPERIOR. INVERT ELEVATION I.E. 193.20 FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND FINISH FLOOR ELEVATION F.F. 189.00 EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR EXISTING ELEVATION (TC 195.20) TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS; HOWEVER, THE DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO WITH SPECIFICATIONS. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT GRADING. SLOPES (2:1 MAX) CUT FILL ANY EXISTING U11UTIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPON51BIUTY TO CONTACT UNDERGROUND SERVICE ALERT 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISH GRADE TO (PHONE: 1 -800- 422 - 4133) 48 HOURS IN ADVANCE OF ANY EXCAVATION FOR THE WHICH IS DISTURBED OR DESTROYED SHALL. BE REESTABLISHED AND REPLACED BY WATER VALVE ® PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTIONS. THE SLOPES OF MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATIONS OF A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. CONCRETE THRUST BLOCK W - 17W p EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS COMMENCEMENT OF WORK. DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, EARTHEN DITCH CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES BY A REGISTERED CIVIL ENGINEER WHO IS ALLOWED TO PRACTICE SURVEYING AC PAVING (PER GEOTECHNICAL REPORT) SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. OR A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY 8. GRADING AND EQUIPMENT OPERATING E C ONDUCTED ONE -HALF (t /2) THE H STRUCTURE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. CONCRETE PAVING (PER GEOTECHNICAL REPORT) COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 7. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS & LOCATE EXISTING CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTiL PREGRADING MEETING HAS BEEN NEAT FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF REVISIONS TO PUNS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR. CIViL ENGINEER, LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND LOCATION OF EXISTING FACILITIES. SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTED. THE PREGRADE MEETING CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 8. LOCATION & ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE (760) 633 -2770. SWILL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF 6. IN AREAS NOTED TO BE CLEARED AND GRUBBED, CONTRACTOR SHALL PROTECT NEW WORK. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SOILS ENGINEER'S STATEMENT IN PLACE ALL IRRIGATION. ANY DAMAGE TO IRRIGATION SHALL BE REPAIRED i. MENfJ� Sfl�4tiAT. A REGISTERED CIVIL ENGINEER OF THE STATE OF AT CONTRACTOR'S COST. 9. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND SiTE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL UTILITIES. THE EXISTENCE do LOCATION OF ANY UNDERGROUND UTILITY FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO WITH REGARDS TIJ THE HAULING OPERATION. PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN EROSION CONTROL OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE DATES DECEMBER 14, 1998 AND DECEMBER 15, 1998. ONE COMPLETE COPY 1. IN CASE EMERGENCY WORK iS REQUIRED, CONTACT MIKE LYON 10. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY RECOMMENDATIONS. AT 619- 566 - 2727x327 (WORK) OR 760 - 943 -0945 (HOME). UTILITY LINES SHOWN HEREON & ANY OTHER EXISTING LINES NOT OF RECORD GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I OR NOT SHOWN ON THESE PUNS. SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 5984 G HAS BEEN HAVE REVIEWED THESE GRADING PLANS AND THEY CONFORM TO THE RECOMMENDATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN INCLUDED IN THE SOILS REPORT FOR THiS PROJECT. AND HAVE BEEN INCORPORATED AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT SHALL BE FOLLOWED IN THE GRADING PLANS AND SPECIFICATIONS. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT ENVIRONMENTAL DATA: BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 16X DEVICES WHEN RAIN IS IMMINENT. ;�IJrcS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 2. MAXIMUM VERTICAL DEPTH OF CUT = 3.5 FT NOTIFICATIONS SIGNED: � THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. MAXIMUM VERTICAL DEPTH OF FILL = 8.5 FT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND R.C.E. N0. '¢ No. 46174 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 4. AVERAGE DEPTH OF CUT = 1.3' STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF * -0 . 2 � WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH 5. AVERAGE DEPTH OF FILL 2.9' AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO DATE: Z � * EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE RUN -OFF PRODUCING RAINFALL. q �Of CAL�E ANY EXISTING I U1IU�ES OR TO LOCATED PRECAUTIONARY IHE WORK SITE. IT IS ` 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS THE CONTRACTORS RESPONSIBILITY 10 CONTACT THE FOLLOWING OWNERS OF ,.,,.. MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING SAID UTILITIES OR STRUCTURES PRIOR 10 ANY EXCAVATION. FOR VERIFICATION OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EARTHWORK: SAN DIEGO GAS do ELECTRIC PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED CUT = 700 C.Y. CABLE TV 1 _800- 422_4133 WATERS CREATE A HAZARDOUS CONDITION. FILL = 2700 C.Y. PACIFIC TELEPHONE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING IMPORT = 2000 C.Y. WATER PUN SHALL BE INCORPORATED HEREON. SEWER: (760) 753 -0155 ITE 8. TH�E OF AREA AROUND T 1�E CONCLUSION OF EAC M� DRAIN AWAY FROM 2 BEGINNI�NG�AN WORK ON THIS PROJEC PHON ( OFFio 48 - HOURS PR10R 1'0 OWNERS CERTIFICATE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. DUSTY TRAIL END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION FORECAST EXCEEDS FORTY PERCENT (407). SILT AND OTHER DEBRIS SHALL BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND WILL BE SUBJECT TO REJECTION AND REMOVAL BE REMOVED AFTER EACH RAINFALL. ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. COPPER 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDED CREST R EFFECTIVE COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO DECLARATION OF RESPONSIBLE CHARGE: NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED R IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL a2' Lf I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THiS PROJECT, THAT HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. DATE: I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT SIGNATURE f AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONALS CODE, AND 04 EROSION CONTROL PLAN NOTES: THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. O 1. PROVIDE VELOCITY CHECK DAMS ON THE DRIVEWAY AT INTERVALS INDICATED BELOW. I VELOCITY CHECKDAMS MAY BE CONSTRUCTED OF SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER. LEGAL DESCRIPTION I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE 5 CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LONE 1X TO 3X - ONE ROW OF SANDBAGS AT 100 FOOT INTERVALS A PORTION OF PARCELS 2, 3, AND 4 OF PARCEL MAP NO 15614 ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Z JACK RD. 3% TO 8X - ONE ROW OF SANDBAGS AT 50 FOOT INTERVALS APN: 264 -222 -40 PER BA 94-034 8X OR GREATER - TWO ROWS OF SANDBAGS AT 50 FOOT INTERVALS RANCHO NASLAND ENGINEERING 2. TEMPORARY BERMS SHALL BE CONSTRUCTED AT TOP OF SLOPES TO KEEP DRAINAGE AWAY 4740 RUFFNER STREET SANTA FE RD. W ENCINITAS BLVD. FROM SLOPES. �� SAN DIEGO, CA 92111 Z PHONE: (619)292 -7770 3. TEMPORARY EROSION CONTROL MEASURES SHALL CONSIST OF ONE ROW OF SAND BAGS ONE BAG HiGH, PLACED AT TOE OF ALL UNVEGETATED SLOPES. W 49795 * EXP 9- 30 -00 BY: DATE: (v Z MN TY MAP �Q LAWRENCE P. THORNBURGH RCE 49795 w NO SCALE 9 I� ! V t �� EXPIRES 9/30 /00 C CAF W ENCINITAS FIRE DEPARTMENT LEUCADIA COUNTY WATER DISTRICT OLIVEHAIN MUNICIPAL WATER DISTRICT Z REVIEW D BY: / REVIEWED BY: REVIEWED BY- w a ir-0 J.- e-/ ' f o x- - 6 99 , 28.99 • DAiS DATE Q r CVF80 DATE , DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPT. T N APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: COUNTY BENCH MARK OC 0073 REVIEW BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOM NDED APP VED Q9ADINGI PUN FOR. CHISEL SO. IN TOP OF HEADWALL ,�r LOCATION: AT SW CORNER EL CAMiNO DEL NORTE HORIZONTAL 1 - =20' -., 1, t,�.�.�Q,dh,� O ,� DAB: .71.1, BY: BY: LYON RESIDENCE 5984 -G z AND RANCHO SANTA FE RD. R.C.E. N0. 49795 CITY ENGINEER PORTION OF PARCELS 1,2, AND 3 P.M. NO. 15614 ELEVATION: 119.476 VERTICAL NONE 04 C*of. o(�„ 7 - {t -r � LAWRENCE P. THO RGH DATE: Z A2- DATE: ��'Q DATUM: U.S.C. & G.S. DATE EXP. 9/30/00 WORK PROXCT NO, F SHEET 1 OF 2 EASEMENT DATA PRVATE BEWER DATA TABLE toll DRAIN DATA TABLE WATER DATA TAB 20' PRIVATE ROAD AND PUBLIC ' BEARING /DELTA LENGTH GRADE DIAMETER /MATERIAL LENGTH GRADE BEARING /DELTA LENGTH 20' WATER PIPELINE EASEMENT 20.00 VC 1 N 64'05'34" E 16.22' 25.0X 6" /PVC 25.38' 1.0X 1 N 02'48'13" W 80.77' RECD 12/30/71 AS FILE N0. 304347 O.R. UTILITY EASEMENT PER PM 15614. ® m 10' WATER PIPELINE EASEMENT ® 40' PRIVATE ROAD EASEMENT REC. U o 0 2 N 87'11'44" E 83.22' 2.0% 6" /PVC 35.49' 1.0% N 31'10'29" E 112.29' 00 RECD 11/13/78 AS FILE N0. 78- 489986 O.R. 3/26/79 AS DOC. N0. 79- 121220 w °° 0 vi + 3 N 02'48'13" W 158.11' 2.0% 6" PVC 53.93' 1.0% N 11'38'09" E 117.99' t° 0 000 fn ° p ° / AS SHOWN ON PM 13286 4 '" ' © 20 WATER PIPELINE EASEMENT o '� ''� o M 4 N 19'16'49" W 52.89' 14.2% 6" /PVC 38.14' 1.0X N 03'1405 W 10.21 RECD 3/26/79 AS FILE NO. 79- 121220 O.R. ® 8' ROAD EASEMENT PER 94- 0162998 "� o w 5 N 87'11'47" E 3.00' 2.07. 6" /PVC 31.12' 1.0% AND 95- 130478_ - 5. 6" /PVC 36.08' 3.2% CENTERLINIE DATA TABLE / o al v 6" /PVC 27.79' 15.5% BEARING /DELTA LENGTH RADIUS + E-- N o 6" /PVC 21.15' 1.0% Q p= 47'46'32" 333.54' 400' 6" /PVC 46.42' 1.0X Q N 58'00'50" W 25.89 _ ' 6" /PVC 18.67' 1.0X Q A= 186'43'08" 81.47' 25' 6" /PVC 30.98 6.7% ® 51'17'42" W 25.89' - to 'n O in o i - - - \ r r ^ + n r 024813 W 267.50 r�r�r,�C ( �r� 034 I .QC_' INN, �J�f - 03 J � -------------- - - - - -- ^ + ^ + ^+ en -_- - - - - -- - - -- \ 1.00% 2.50% - 2.50% +00 12 +00 11+00 10 +00 - \ N I / \2X eg o \ *'%b DRIVEWAY PROFILE --- I EXISTING 10' PRIVATE 8 C, 3 ARTHEN DI NO SCALE SEWER EA 375 - - - 0 GF 379 .25 \ 3 WIDE, 1 DEE ` 2% I / 0 COMPACTED CTED NATIVE SOIL EXISTING GROUN I � o• I o �$ GF 379 - ` WITH 2 » REDWOOD CHIPS P r �� r� (' F L E3 $11 ?176 l` c �c 9k - -- ♦ N ? 7s, J .J J � .S _ 8A J '� J 3 % c ,�� ' °� L \� �S' �_4. 2:1 CUT FG ( �� 1X 9 ' 1 G 5. ® ��) 2% fi' GRADED WIDTH A A .� , 2% k \� ` 8' EASEMENT lb \ ON ® �� °° T RAIL CAK�3S�ECT1 °0 EARTHEN DITCH, I ® °$ I a S'� NO SCALE f WIDE, 1 DEEP �g. � ° � � t , n ti V 6 W 9° r FF 38 W �y'I�' I EAR N DITCH, `r 11 r,� �6• I I - 3' WID 1' DEEP ` co z ® I oA c T 3 79 .3 3 IN 1 3� °� \ - I FUTURE SYSTEM PE SOIL REPORT C r y'l ';• SEWER LATERAL 2X 6° I 0 r \� 1 X 314 ts4 3' PARCEL C) ( 370 INSTALL 1„ \� 5 4 WATER METER 9 PROPOSED 4 k� k SEWER LATERAL{ 9 TRENCH RESU FAC1N P R RS G -3 EARTHEN TCH, \ kl 3' WIDE, 1' EP - - - -�- 9 . 4 0. 3 BACKING g5 � N 02 '13" W .58' a IP 'LS476 ° ... - - "" T =0.6' RIP RAP '�° �- 38 3 �6'X10'� WITH D.G. X »� EXISTING 10' PRIVATE FILTER jpD C✓' r I A 92 034 SEWER EASEMENT PER DOC 98-0861321 A IL .6' AIL D ON X IST G CE T RE VED 2 �� ' 2' 6 ♦ 8' RECREATI N © FUTURE 1 L EASEM�T SEWER LATERAL 2:1 FILLS PARCEL C) so. 3 3 �- CLFANOUT: USE CAP /4" CRUSHED ROCK r 2 0 Nt " EXISTING GROUND s, u FILTER FABRIC �- INLET: 6" GRATE F ♦ "' 2 ^ 5 0 CONNECT TO EXISTING '• ' 45 " (MIRIFI 14ON OR EQUIVALENT) SECTION A - A SEWER LATERAL W / 6 1 4" MIN. DIAMETER. SCH.40 (SDR 35) PERFORATED PIPE NO SCALE EXISTING LATERAL W PER FILE 201 -86 •�' ♦ . 6" P.V.C. RISER ♦ ' o EX WER EASEMENT 4 W D S un E S UBDRAIN DETA 8 0 8 9 NO SCALE TO BE USED z W ON ALL HORZ. STANDARD 45' BEND ♦ :'+. Z LOCATION OF SUBDRAIN TO BE AND VERT. BENDS FuTuRE DETERMINED BY SOILS ENGINEER STANDARD WYE BRANCH ♦ �' DURING CONSTRUCTION � 2' 2' � 16' MIN. I _ 2' � _ 2' ►:� T -- I �- ATERAL CoNNEc7 - 1orV SDR 35 PVC PIPE, TYPICAL - z ­01_ GEOTECHN CAL ENGINEER'S B 4" RECOMMENDATION. 3 IS476 - 3 4' IP IU76 �-- FLOW FLOW 380.2 ` N -14'0 w \ _ _ / SCALE: 1" 20' ' � \ /�\ /, /, /���/ COMPACTED SUB -BASE • r,u� T /\ r\ r, • r\ r\ /\ /\ r\ r\ r\ z F --I y � INLET DETAIL (PRIVATE) _�� �, EARTHEN DITCH, EARTHEN DITCH, ' as ° No -3o•o 4M c 0.5 DEEP, 2 WIDE 1' DEEP, 2 WIDE z 3 � NO SCALE > q � �+ D RIVEWAY CROSS - SECTION w , Q pFl C�L� NO SCALE , z REVIS1oNS APPROVED DATE REFERENCES DATE BENCHMARK SC DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGIN RI G DEPARTMENT DRAWING NO DESCRIPTION: COUNTY BENCH MARK OC 0073 PLANS PREPARED PARED UNDE R THE SUPERVISION OF RECO ND APP WED GFIADM PLAN F )R. R CHISEL SO. IN TOP OF HEADWALL - 11 LOCATION: AT SW CORNER EL CAMINO DEL NORM HORIZONTAL 1 " =2 0' DATE v -z, BY: BY: CITY ENGINEER LYON RESIDENCE 5984 G z AND RANCHO SANTA FE RD. VERTICAL NONE LAWRENCE P. THOR U H R.C.E. N0. 49795 DATE: DATE: - PORTION OF PARCELS 1 ,2 , AND 3 P.M. NO. 15614 ELEVATION: 119.476 EXP. 9/30/00 WORK �JE OCT N0. SHEET 2 OF 2 DATUM U.S.C. & G.S.