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2000-6493 G (Plans) WORK TO RE BONE GRADING SOILS ENGINEEWS CEFiTiFICATE LEGEND IL t N M& GRADING 1. ALL WORK SHALL K GONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I, .0 IE A If Ic<« A REGISTERED CIVIL ENGINEER IN THE STATE OF STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL STD. _ �- CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACK ILLS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON DIRECTION BETWEEN THE DATES /i _1!� AND daS. 49. 4000 ONE CUT SLOPE (2:1 MAX.) DASHED m EXIST. y CU Y 2 :1 7 REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FILL SLOPE (2:1 MAX.) DASHED = EXIST. FILL T 2:1 2. THE SOILS REPORT Tints PROPOSED SINGLE FAMILY DWELLING (PROJECT OPINION. ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN FURTHERMORE. I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE No. CE5757) PREPARED BY N.C. COMPACTION ENGINEERING, INC. DATED 2 -16 -99 ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT PARCEL BOUNDARY .................... ............................... AND UPDATED LETTER OF 8 -22 -00 SHALL BE CONSIDERED AS A PART OF AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 0ti� lMTS OF GRADING � CUT/FILL LINE ............................... THiS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH �o A • CIF !�, THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO = 4'. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL _ me. 119q EXISTING CONTOUR ............................. ........................ #00 3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED: DATE. ^' LOCATION AN D TYPE OF DRAINAGE FACILITIES. NOR OF IMPROVEMENTS TO FINI SHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO 1 ♦ FINISH CONTOUR ..................................................... 3 WITH FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT O DRAINAGE� AND EROSION A REAS CONTROL� MEASURES TIM BEEN RCE NO.: l'13�3 EXP. OATS: _30-0 c � MODIFIED P.C.C. BROW DITCH .................. PLANS. INSTALLED. DRAINAGE StirAL.E (1.5R MIN) ......................................... 4. WRiI IEN PERMISSION WALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL - -BE PREPARED TO BE FILLED�4ND FILL NORTH COUNTY COMPACTION ENGINEERING, INC. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL P.O. BOX 302002 RETAINING WALL (#222) ............. POLICY No.222 . , .. , , ......... '.i. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE ESCONDIDO, CA 92030 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. (760) 480 -1116 RIP -RAP . . . . . . . . ...... . ... . . . .. . ........... . .. D-40 ...... , ......... , .. , o o DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM JOB No. CE -5757 EXISTING PRIOR TO GRADING. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF SANDBAGS .. , ; ........................ .................................... CCmOC1C 0 ............. ............................... 6. HE DEVELOPER SHALL BE RESPONSIBLE - THAT ANY MONUMENT OR BENCH 6' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE REPLACED BY A REGISTERED CIViL ENGINEER OR A LICENSED LAND SURVEYOR. FILL IN STRICT ACCORDANCE NTH SPECIFICATIONS DECLARATION OF RESPONSIBLE CHARGE _ OWNER & PERM 7. THE CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE LOCAL. OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS TO ALL LOCAL. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND L . NS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS. DENNIS HAUSWIRTH CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 1730 GREENTREE ROAD e. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE Of EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS ENCINITAS, CA. 92024 STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES BY THE CITY OF ENCiNITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT (760) 942 -5682 A A S HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. AND CITY RECOGNIZED HOLIDAYS 5. ALL TREES, BRUSH. GRASS AND OTHER 08JECTiONABLE MATERIAL SHALL QROF E ss /o,,� 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRAOING MEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SiTE BY THE E. HAS E, CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A LOGAN ENGMEERMG HAS BEEN HELD ON -SITE MATH THE FOLLOWING PEOPLE PRESENT: NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL 132 N. EL CAMINO L, SUITE _ CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER ENCINiTAS, CA. 92 W C 397 AND PTY 48 HOURS N E ERMITTE .ADE MEETI BY GALL BE SCHE E ULED 70. THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL (858) 756 -8696 * EXP. 12/31 An ADDRESS: 10. PRIOR TO HAULING DiRT OR CONSTRUCTiON MATERIALS TO ANY d LA1MMAMGa r C O3 0 10 �� � r PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL ���' DATE: 264 - 232 -06 SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH GLAS E. GAN PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE 3536 DOVE HOLLOW ROAD AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND RCE NO.: 39726 EXP. DATE: 12/31/01 OUVENHAIN. CA. 92024 HAULING OPERATION. IRRIGATION STANDARDS. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PL.ANi1NG SHALL BE ACCOMPLISHED ON ALL SLOPES BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED , AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING BETWEEN OCTOBER 1 AND APRIL 15. UNDER PERMIT NO. 6493 -GR HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE DATE AND AS- GR TURE�oF THE CIV THI STATE SH CERTI F OLLOWED G R A DING THE �� OWNER CERTiFiCATE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DENNIS HAUSWIRTH AT ` OPERATION. (760) 942 -5682. 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GI`OLOGiST L EGAL DESCRIPTION: 0 L NOTMA 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY tV AVAILABLE AT ALL TiMES DURING THE RAINY SEASON. ALL NECESSARY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. PARCEL 2 OF P.M. 9132 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SiTE AT CONVENIENT LOCATIONS TO STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IMMINENT. SIGNED: DATE: EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE DENNIS HAUSWIRTH CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WiTH OUT THE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE Z FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO U EXCAVATION. FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH Z NOTIFICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL rF m W 5. THE CONTRACTOR SHALL MVSTALL ADDITIONAL EROSION CONTROL A. SEWERS - (T60) 633- - CARDIFF - SANiTATM DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED SI IE % GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. e. GAS � ELECTRIC - (e0o) 227 -2600 - svca�E. 1 LE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY R0�0 1/2 MILE C. WATER - (760) 753 -6466 - O.M.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 5 D. TELEPHONE - (800) 227 -2600 - PACIFIC BELL WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN E. CABLE TV - (800) 227 -2600 - DANIELS CASE SHALL BE INCORPORATED HEREON. OLIVENHAiN 6. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE Z p 2. CONTRACTOR SHALL-NOTIFY THE CiTY OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. Z PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. To FORTUNA RANCH ROAD W m; m 3. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT -s LLJ THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY N '� W Z U THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR w INSPECTI PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (40%). SiLT AND OTHER DEBRIS SHALL J BENEFIT OF INSPECTION WiLL BE SUBJECT TO REJECTION AND BE REMOVED AFTER EACH RAINFALL v+ Z W 1 REMOVAL ✓ v 0 W 10 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE � O Z Z f'� EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW U C4 10 INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND A VICINITY MAP Z O SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF r- RMOMENTAL DATA CONSERVATION T.B. PG. 1148 -D3 • 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 30X t 2 ) MAXIMUM VERTICAL DEPTH OF CUT = 7.0' * EARTHWORK z 3) MAXIMUM VERTICAL DEPTH OF 0' FiLL = 7. CUT= 1100 t C.Y. FILL - 1100 f C.Y OLNENHM VIRAL WATT DISTRICT ENCWAS RE DEPARTL4EW COLSM HEALTH DEPT. 4) AVERAGE DEPTH OF CUT = 1100X27+ 15500 = 20' �` a EARTHIMORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASiS AND � U) 5) AVERAGE DEPTH OF FILL = 1100 X 27 +12500 = 24 ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL W QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR ��� Z SWELLING FACTORS. Q• ��Z < <�w,/ eedV i!'i�1' FILE NAME- �iAU5W►- GT.DVIG - 0 0 AP 0 BY DATE APPROVED BY DAiS APPROVED BY DATE PLOT DATE: 9 -28 -00 0 Zp= REVISIONS APPROVED DATE REFE DAiS B ENCH MARK SCALE CL DEVELOPMENT D IGNEO"EfY CHECKED 13Y A►PPMVALS CITY OF ENCINITAS INITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. Q v; 5 o y OC -0073 CHIS. SCI. TOP OF HEADWALL W/ � PLAN PREPARE UNDER SUPERVISION OF RECOMMENDS A GR ADING & EROSION CONTROL PLAN FOR STEEL FN PST - sw CoR. TNT. of EL cAMINO. N/A / pA� ' BY: eY: � JROVEQ - 6493 - G DEL NORTE AND RANCHO SANTA FE ROAD. 23 HOAL THE HAUSWIRTH R E S i D E N C E WEST OF RANCHO SANTA FE AND 60' SOUTH N A R.C.E. NO. 39726 DATE: I / /O / DATE: i "4 OF EL CAMINO DEL NORTE CENTERLINES. VERTICAL Z ENGlytER 3536 DOVE HOLLOW ROAD, OUVENHAIN EL =119.476 DATUM: U.S.C. G.S. APPROVE BY DATE DOUGLAS E. LOGAN EXP. 12 -31 -01 SHEET 1 OF 2 LEGEND PROPOSED IMPROVEMENTS 370 3w 390 C.C. LINED FF FINISH FLOOR ELEVATION 350 360 TW ELEVATION AT TOP OF RETAINING WALL A 64 400 12" 12" 6" Trig► FINISH GRADE • BOTTOM OF WALL 0- 350.0 SPOT ELEVATION (FINISH GRADE) •�•��• !TE RETAINING WALL PER !MOTE Ln )-- V -� �- .` o ,X /iG STEM / RETAfi11NG WALL _- " BROW DITCH (AAODi m- SEE DETAIL) m ,> k 00 �.. _.i DIRECTION OF DR AINAGE . 5 G z �� ACK -• .- J m --� DRAINAGE SWAL.E (1.590 MiN) —380— FINISH CONTOUR C NTY PPP VED 9. 0 410 �r.. _.._ •.• �� ��. 1 ..► d► EDGE OF EXiSTiNG PAVEMENT l.•- X . -•i+— LIMITS OF CRADiNG AND CUT/F'ILL LN�E NO RADI G 7 ; -- • -» " " " . ' G AGE MO DIFIED BROW DITCH -+- LINTS of LEACH FIELD i � - CUT SLOPE 2.1 MA F.F. 39l�►� �� � � NO SCALE ® (. \ 6 PAO 551 is � 4 FILL SLOPE (2:1 G MAX) PER MOTE 1 420 i / v '�:;��:•�ti DRIVEWAY PAVEMENT PER MOTE 3 5 INSTALL S AGS AT \ = A 1 O FILL SL 370 TYPICAL. INSTALL SL ti t 4 PROTECTION IMM LY R " CTION PER /►,�% 1 : �`' W I TES ON THIS SHEET. Dist" ORAiRA AT LOW OtNT OF T ' LEGEND: WORK TO BE DONE _ - `' � ORiVEW Y INTO BRW a - O �� u� ., - ,; "_x� =' •'� . / � � 10 CONSTRUCT RETAINING WALL PER LC.B.O CHAPTER POLICY No. 222 , ;, R pl CH \ " " * ' 1S'GRRDE4 = i T DRI W Y 02 BUfLOiNG STEM/'RETAIiViNG WALL PER Bl11lDING PLANS. NOT A PART `�.� t ' 16' AVED •-- W TO E OF THIS PLAN. �' 107 tR Y FR • w : • - ; ' • ' , tG R RA 03 A.C. or P.C.C. ORTVEWAY PER ESTIMATED PAVING SECTION MOTE'S ON THiS SHEET and PAGE 7 OF SOILS REPORT. � ' • � 'S85'03' 31 "W 156.2 _ 24.84 � CONSTRUCT MODiFTED BROW DITCH PER OETAiL M SHEET. It = 75.61 29f 05 -INSTALL No.2 BACKING RiP- RAP PER D -40 5'x5'x1' THICK. Mir p R.W. i ATCH A Wo . EDGE y © INSTALL 12" LANDSCAPE TYPE AREA DRAIN i LOIN/ POINT BEHIND e ES DIDENCCE ,, b `� - ��? o o ' ?� EXISTING 420 WALL. DRAIN INTO 6 ABS or PVC PiPE & OUTLET THRU BOTTOM e\PAVEMENT HWROSEED NOTES: OF RETAINING WALL T.G. = 383.0 F.L. = 378.3 F.F. 38iL5 - • CONSTRUCT KEY WAYS FOR A1� FILL SLOPES PER PAGE 4 OF SOILS 1. HYDR13SEEDING SHALL BE APPLIED TO ALL SLOPES THAT REPORT. Vo ARE GRADED 64 (HORIZONTAL TO VERTICAL) OR STEEPER 6 #J WHEN THEY ARE! 410 �` `�' - : � 1 5• A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. & Xe P B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS o f �� N, 1b 1 SLOPE IS NOT SUBJECT TO EROSION DUE TO THE 1. JUTE MATTING, MYDROSEE OR ' f 0 EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED EQUMLENT TO BE INSTILLED • ''• / QP 4 , APPROVED BY THE CITY ENGINEER. ON ALL EXPOSED SLOPES L r � ' ; ► � 2. TOPS OF ALL SLOPES TO BE DIKED OR N \2'• sue, 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE TRENCHED TO PREVENT WATER FROM Q 10 SOIL AT THE OPT WITH LEVEL FOR THE GROWTH OF THE FLOWING OVER THE CREST OF SLOPES. .p �, 1 HYDROSEEDED GROWTH. 0 8 �- 0 400 3 BAGS HiGH (MAX.) .0 2' W 18 - 3532 DOVE HOLLOW ROAD At : 1 ' „`� \�. /\ j \ \ \ j \ \j\ ! M . NOTE: LOWER BAG ROW TO BE 0 16 \ \ \ \ - � �\ �k BURIED 6 UNDER It 0 C4 0- A.P.N. 264 - 232-05 m 1 r I y`r EXTEND PRIVATE WATERLINE C MCK DAMN r SERVICE WITHIN EASEMENT I TYPICAL BERM DETAIL N SCALE FROM METER IN DOVE i l.L HOLLOW LANE TO RESIDENCE @ TOP OF SLOPE PER BUILDING PERMIT I M ALSO REFER TO DS -10 FOR FURTHER DETAILS j ago EXIST. PRIVATE ROAD do J 1g UTILITY EASEMENT PER I 15 . 7 ,H DOC. No. 95- 0386095 alt PER ' TiTLEPREPORT "B„ OF ESTIMATED PAVING SEC"nONS: 1 � � � Z I 3 Structural section for asphaltic paving for the proposed driveways and rea are baaerf Stru aap P g Prof Ys 9 a 30.00' on an estimated R -Value of 10. The following section is provided for bid purposes only. Actual W XE 0 I - -- _ sections should be determined subsequent to completion of grading operations. Z 6 0) I I Assumed Traffic Index = 4.5 5 _! � 0 I g (Light Vehicular Traffic) Z W to I w to I g 3 Inches of asphaltic paving on Z Z ` I 8 Inches of select base coarse an N so 1 ` 6 -Inches of recompacted native subgrode. All materials and construction far asphaltic pavhrg and base should conform to the Standard . • Specifications of the State of California Business and Transportation Agency, Department of Cr Transportation, oFEE. EXIST. PRIVATE ROAD UTILITY EAS�MENT sp Sections 39 and 26. respectively. Class II base material should have a minimum QR or,, 6Q_ 0 I R -Value of 78 and a sand equivalent of 30. All materials should be compacted to a minimum ��° E. �� Q C) PER DOC. N0. 74- 277371, O.R. of ninety -five percent (95 h s� A.P.N.264- 232-04 60.00' 9). Z W I ; do PER PARCEL 'D" OF TITLE Rigid Concrete Paving: c � s ' G -RAMIC SCAM PRIVATE ROAD REPORT. 20 0 10 20 40 60 EASEMENT RIV DIRECT ACCESS 6 inches of concrete rtlfa nrced with #3 bars an 18 inch curter, both Brays, an �r civr%. O ��� • TO DOVE HOLLOW ROAD. 6 inches of Class II base material on F of c X1. N (1) 6 inches of recompacted native subgrade soft. W LLj p (IN FEET) NOTE: All concrete should have a minimum compere strength of 3250 psi. All subgrade and 95 Cr Z 1 INCH 20 FEET base materials should be corn acted to a minimum of nine p ercent 9). PLO NAME: 9-28- GP4.tlwg O p � p ( PLOT DATE: 9 -28 -00 z 0= REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. Q �- AL 1 v 0 ti OC -0073 CHIS. SO. TOP OF HEADWALL W/ PLANS PREPAR D UNDER SUPERVISION OF RECOMMENDED A V D GRADING & EROSION CONTROL PLAN FOR: s sV V ca Z STEEL FN PST - SW COR. iNT. OF EL CAMINO �''�C BY: DEL NORTE AND RANCHO SANTA FE ROAD. 23' HORIZONTAL 1 =20' DATE' ' A�` �• 6493-G 11 WEST OF RANCHO SANTA FE AND 60' SOUTH R.C.E. NO, 93 726 THE H A U S Wl R T H RESIDENCE DATE: OF EL CAMiNO DEL NORTE CENTERUNES. VERTICAL _ N/A ENGINEER i 3536 DOVE HOLLOW ROAD, OUVENHAIN EL =119.476 DATUM: U.S.C. & G.S. DOUGLAS E. LOGAN EXP. 12 -31 -01 SHEET 2 OF 2