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2006-198 G (Plans)RIGHT OF WAY NOTE: OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE: NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES, WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE: ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH. THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, 2. THE SOILS REPORT DONE FOR THIS JOB, CREATED BY: SOIL TESTERS P.O. BOX 1195, LAKESIDE, CALIFORNIA 92040 0 PH: (619) 443 -0060 REPORT /FILE #: 1167D2 -06 DATED: MAY 31, 2000PDATH LETTER 2IIU�15 ...SHALL BE CONSIDERED AS PART OF THIS GRADING ALL GRADING SHALE_ BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS, SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE, RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8, GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE, THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 198 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. B. GRADING 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDiNG OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED, 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION, ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF, THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRAS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. C. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN GALLOWAY AT (760)- 634 - 3678, 24 HOURS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON &TOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL JRESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE. AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. REVIEW 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, 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE 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, 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST " MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. 5, MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING., DATE REFERENCES DATE BENCH MARK I( 1 CALTRANS 3.5" ALU. DISK IN S/W OVER THE THE SE. ND OF THE NE. ABUT. OF THE MACKINNON AVE. BR. OVER 1 -5 FWY, AS LISTED IN THE CITY OF ENCINITAS SURVE' CONTROL BOOK, PAGE - 47. ELEVATION: 231.691 DATUM: NAVD8E SCALE HORIZONTAL N/A VERTICAL N/A PUBLIC WORKS BY: SPECIAL DISTRICT STORMWATER POLLUTION CONTROL BVIP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES SITE ADDRESS: CONCRETE WASHOUT CARETTA WAY M S 30 CU.YD. 52,5 CU.YD. ENCINITAS CA 92007 APN:260- 183 -17 C / CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE T / WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, Q STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. 'PACIFIC OC N CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 2 LEGAL DESCRIPTION: CONSTRUCTION SITE ACCESS PARCEL 4 OF PARCEL MAP 4891 IN THE CITY 3 n I -5 OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF Z A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT CALIFORNIA. RECORDED IN THE OFFICE OF THE E 1<> TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL COUNTY RECORDER OF SAN DIEGO COUNTY. I S ' tit SANTA FE PANELS /PLATES. JULY 8, 1976 AS FILE No: 76- 214460 J CONSTRUCTION VEHICLES OWNER'S CERTIFICATE y K CARETTA WAY + a IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE SITE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES CHANGES TO THESE PLANS. YZ watzulc�c Wave. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE tr A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS EROSION CONTROL OR ADDITIONS TO THESE PLANS WHCH THE CITY ENGINEER DETERMINES p ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION p EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE OF THE IMPROVEMENTS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE VICINITY MAP NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION NTS WET WEATHER. AND STABILITY OF THE SITE. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL �� CHANNELS AGAINST MEASURES. l f/ '/ /4%7 BY: DATE: %/� REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN JOHN LLOWAY PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. BY: DATE: DONNA GALLOWAY TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED SOILS ENGINEER'S CERTIFICATE FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND DATE: MAY 31, 2006 PERENNIAL GRASSES TO SHIELD AND, BIND THE SOIL. I, JOSEPH C. SMITH , A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIEX THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. UNDER MY DIRECTION. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ON -SITE CONSTRUCTION MATERIAL STORAGE FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT PLANS AND SPECIFI ATIONS. j SEEPAGE AND SPILLAGE, CONTRACTOR SHALL STORE THESE PRODUCTS _`, SIGNED: - - - ? WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL --------------- - PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. RCE 140.: -- 21650--- ------------- ---- -- -- - - - - -- ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT- CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM - �'�► EXP. DATE:_ -_09 /30/07____________ by -_ -- - .. - CONCENTRATED T T STORMWATER FLOWS AND STORMDRAIN INLETS, STOCKPILES SHALL BE COVERED OR ORMWA ER S �-•� `� �' JOB #: 1 167D2 -06 -' NO. 21,6W m EXP 9MMM7 a PROTECTED WITH SOIL STABILIZATION - MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. IQ Neal E14GINCER or- MCORD CIVIL TRAINING TRAINING J 4 CF.Y.O� ?HE SEA SP-IGi4T COMPANY 3131 Ib CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE 4322 SEA 13R)GN FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL CAIRLS15AD, CA ZOOS A! - Sol 47ma[cc. BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST 7(00 -7ZO - 0095(0) 760 - INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ��.' ©• rl.tLi1LWQ- 2lli')� WASTE MANAGEMENT Romer o•su uv fIizCEz630z, CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION CIVIL ENGINE ER: �QAOFE�SI D� PRODUCTS ON THE GROUND W MATERIALS. DUMPING OF UNUSED OR WASTE 0 , HERE WATER CAN CARRY THEM INTO 't S• von OEHM ENGINEERING 5 THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. y ROBERTS. VON DIENES -OEHM NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND 1970 E. VISTA WAY, SUITE 102 G53741 DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. VISTA, CALIFORNIA - 92084 PH: (760) 758 FAX: * Epp. 6 -30 -07 DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN -758 -9007 (760) -8607 STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. LIC. #: C -53741 S CIVI'V l�iw �✓ 9�F Of CAIiE��\� 3.20. ZOO MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF STATEMENT OF ENGINEER OF WORK HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINETOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 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 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN THE SITE. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES-THAT ANY PLANCHECK OR PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS 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 SURFACES. ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND � THEREFORE DOES NOT RELIEVE THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF #IMPROVEMENTS BASED THEREON. THE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE ENGINEER AGREES INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, 'INJURY AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY ARISING SOLELY FROM THE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. EARTH WORK QUANTITIES: *AS SUILT' �n�� BY: � (� aW�W �M DATE' cL 0FESSiOA EMBANKMENT /EXCAVATION: EXCAVATION /EXPORT: 30 CU.YD. 52,5 CU.YD. UUCM �. II M0�1(® � 3� 0? EX 3 31 B DANES STATEMENT OF IMPERVIOUS SURFACES c)TV I,NIEw %Y TOTAL S.F. OF NEW IMPERVIOUS SURFACES = 1200 { PLANNING & BUILDING PARKS & RECREATION ISAN DIEGUITO WATER DIST 0 DATE: PLANS PREPARED UNDER SUPERVISION OF DATE �•Zo'2u0� R.C.E. NO.: C -53741 ROBERTS. VON DIENES -OEHM EXP. 6 -30 -07 ---------------------- - - - --- � __�2o.2t7pi_ ��pe�CHIN Oyt`�2 COMPAC 1 IoW •TGs'TING SY: u SOIL -TIE-15TE-F-S ?.®.lb®2� Eylp LAkS S I DS, CAa 0)z(mo (0l9 - 94 3 O6(o0 ENCINITAS FIRE PROTECTION DIST. PERMITS DR /CDP PERMIT NO. c56 =2S 1 ° SPECIAL USE PERMIT NO. N/A S 6 ( j O�'� 2 S �0'7 �1�i��GIIG ���' �UI TENTATIVE MAP NO. Or---,251 DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE. APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N( RECOMMENDEDNJ APPROVED GRADING PLANS FOR: CARETfA WAY - SOMERSET AVENUE BY: •�' " BY: GALLOWAY SUB - DIVISION 198 -G DATE: 2/11/09, DATE: OB APN 260- 183 -17 PLANING CASE NO: 06 -2S1 TPM /CDP xl' I.9-'31Z,313j314 CDC FSHEET 1 OF 3 61 I o EXISTING EASEMENTS AS DESCRIBED IN PRELIMINARY m TITLE REPORT FURNISHED BY FIRST AMERICAN TITLE CO. PROPOSED FINISHED ELEVATION ORDER NO. DIV- 1296243, DATED MARCH 03, 2006 PERCENT SLOPE AND FLOW DIRECTION FOR BEST MANAGMENT PRACTICES ® INDICATES EXISTING PUBLIC ROAD EASEMENT RECORDED ON Q LOT LINE JANUARY 22, 1947 IN BOOK 2331. PG -52 OR O.R. ® INDICATES EXISTING PUBLIC ROAD EASEMENT RECORDED ON EXISTING CONTOURS_- JANUARY 22, 1947 IN BOOK 2331. PG -65 OF O.R. EXISTING EDGE OF PAVEMENT INDICATES EXISTING SAN DIEGO GAS & ELECTRIC COMPANY CENTERLINE EASEMENT RECORDED ON SEPTEMBER 3, 1965 AS FILE EXISTING TREES TO REMAIN *NOTE: SOME TREES NOT SHOWN FOR CLARITY* No.: 161471 OF O.R. 11 INDICATES AN IRREVOCABLE OFFER OF DEDICATION FOR PUBLIC 0.50' R.O.W. RECORDED JUNE 21, 1976 AS FILE No.: 191850 OF O.R. 1� INDICATES EXISTING INGRESS, EGRESS, AND UTILITY EASEMENT — - - — G— - - — RECORDED ON SEPTEMBER 27, 1978 AS FILE No.: 78- 411092 OF O.R. 17 INDICATES EXISTING SAN DIEGO GAS & ELECTRIC COMPANY 2 w EASEMENT RECORDED ON JANUARY 30, 1979 AS FILE — — — — _ — — No.: 45908 OF O.R. 18 INDCATES EXISTING SAN DEGUITO IRRIGATION DISTRICT EASEMENT PO4 RECORDED ON NOVEMBER 26, 1979 AS FILE No.: 494757 OF O.R. 19 INDICATES EXISTING PACIFIC TELEPHONE & TELEGRAPH COMPANY - n EASEMENT RECORDED ON OCTOBER 21, 1981 AS FILE No.: 81- 332947 BE ROUGHENED OF O.R. a 00 INDICATES EXISTING WATER EASEMENT RECORDED ON MARCH 6, 1997 - SCALE: 1 " = 20' AS FILE No.: 97- 100541 OF O.R. LEGEND: SYMBOL EXISTING ELEVATION - (19&51) PROPOSED FINISHED ELEVATION - 193.61 PERCENT SLOPE AND FLOW DIRECTION FOR BEST MANAGMENT PRACTICES SUBDIVISION MAP BOUNDARY NOT TO BE MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE LOT LINE w EXISTING EASEMENT LINE ` EXISTING CONTOURS_- PAVEMENT SHALL BE 4" AC OVER PROP. LINE RETAINING WALL EXISTING EDGE OF PAVEMENT 6" CLASS II BASE COMPACTED CENTERLINE — - - — EXISTING TREES TO REMAIN *NOTE: SOME TREES NOT SHOWN FOR CLARITY* o Ld 8 RETAINING WALL 0.50' 4" AC OVER 6" w z EXISTING GAS LINE — - - — G— - - — EXISTING SEWER MAIN �0 EXISTING WATER MAIN 2 w PROPOSED SETBACK — — — — _ — — PROPOSED DRAINAGE DIRECTION REVISED PAb DIWNAC E AD EXISTING FIRE HYDRANT PO4 RELOCATED FIRE HYDRANT �N EXISITNG OVERHEAD POWER LINE - n EXISTING WING HEADWALL BE ROUGHENED LANDSCAPE AREAS FOR STORM WATER POLLUTION CONTROL BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY a 00 - SCALE: 1 " = 20' I1IAsgA%0SI6Wk;.R IPIPO, ADD NO PARKING FIRE LANE SIGNS (TOTAL TO BE INSTALLED 6 COUNT) Z w w� aw 30.00' INGRESS, EGRESS, & UTILITY EASEMENT Y IIIIIIII 0 1, am o ' CONC. FTG. PER 6.50' EXIST. 16' ROAD TO BE 7.50' O GRAVEL AND LANDSCAPE AREAS FOR BEST MANAGMENT PRACTICES ! Graphic Scale 111 FL l FEET NOT TO BE MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE w w w WIDENED TO 22.5' MINIMUM PAVEMENT SHALL BE 4" AC OVER PROP. LINE RETAINING WALL � 6" CLASS II BASE COMPACTED TO 95% OF MAXIMUM DRY DENSITY NOTE: ALL FENCE FENCE & WALL COMBINATION TO MEET 6' SCALE; 1/2' =1' - 3 z o Ld O GRASSY SWALE TO BE PRIVATE 0.50' 4" AC OVER 6" w z 115 30 ® 9 APPROVED �0 w 2 w 4" AC OVER 6 GRASS ff BASE SCALE CLASS 11 BASE REVISED PAb DIWNAC E AD __ -__ —. NE ABUT OOVT RE THE THESE. END ALU. DISK IN OF - n EXIST. SURFACE TO BE ROUGHENED NEW 6 "AC BERM TYPE -C PER a 00 - SCALE: 1 " = 20' I1IAsgA%0SI6Wk;.R IPIPO, ADD AND OVERLAYED WITH 2" AC PAVEMENT SDRSD G -5. o IR RA BOX 0 6 SLOPE w MACKINNON AVE. BR. OVER 1 -5 FWY, AS LISTED IN THE CITY OF ENCINITAS SURVEY CONTROL BOOK, PAGE - 47. ELEVATION: 231.691 DATUM: NAVD88 SLOPE ' ^^ �l: �'wl 0A•rF, DRAIMAGE sa3ALE 1 I SEE fA-11- L A`3 SUIL I -Z . NOTE: ALL STREET SECTIONS ARE LOCATED ON SHEET 3 OF 3 (198 -1) 70 T1AE RIG IA7 . `:....: _ _ __<< - -_: ,a... ,:: __.<• K , ;,,-:.;_ ...t ,w .l . -1 H11 -1_I„ ., -III I II�II IILJII 111 —IIK 6"Wxl6 "D ZERO FACED CONC. CURB EXIST. DRAINAGE DITCH "ALL AND ROADWAYS SHALL BE A MINIMUM OF 20' FEET IN WIDTH DURING CONSTRUCTION MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE 0 WITH THE UNIFORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT." x SWALE DETAIL CARETTA WAY SECTION A —A NOTE: SOMERSET AVENUE SECTION B -B CAN BE FOUND ON SHEET 3 OF 3 ON 198 -1 (IMPROVEMENT). SCALE: 1" =5' '°O p �i /� R d- (FOR CONCRETE SWALE AT DRIVEWAY INTERSECTION, REFER TO DETAIL 1 ON SHEET 3 OF 3, DWG #198 -1) i� p ep W u• 4 'Q �a , d � p `" g t, m p N 1 J 7 c I52. y1 11t 190 Lo H r °; o -t (193.49 ! 1g�f 1QOy� �w _ �- /� T6 T3�PIROTGGT�D ®1g1 �o Ihl P �7 - 8)EtSfINCc Q 3 W 3 C� j w _ : r 0 A10►4G _ tiro SL(X-IC WALL ,I 1 i, 7 H ° 231.11 8947 3 `�' - -- - 1 G J EXIST'. 8'0 SEWE ER PC1!& X287 _ 18 A7,% AY I.qa° 1 1® I gX►6T• W _ RNATE ROAf? �� 30 �� 0g1 rg 1 ® I ® 1 00 __________ ___ _ ___ __ T. °�= `_..e.: w. , ��192 N 'c0uu SPI _. .al N I 1 : :: REMOVE,PIPE �a -- ,p.. of 5 �\ �' �� - I jl 1 >ti, F16ADWAe1 n 1 jV CONDUI? � 1931 1 v,� P �' l�10r �W °oG UAI9ERpAVE0.5 �m�o� 19k { ,.$ �L° I �° EXIST. SDG &E UNDERGROUND �1 TEL % — — — rmo rn I ' ®Q� �� #' GRAVEL F ? I *(i 0 _' ' ELECTRICAL SERVICE (350 U.SA) wJ I I 14i✓ � ?y - — — I k � `= I , Q j ow . x 210 ��® a yip �gt> I I N P 2 %U0tL.AR�S 5' 290 1 M ( { I + I� �� ��s.�y ' (1�4:ib) I 3 (ls4.zz) I �' 1 I : ` � ! * 193.51) (193.5B) • I I I. /93 6 ' (!? ! m ° • ua I Qf 1� y -� 1 I 1: I 1 I�.di �I —• ��i yP /� NI o I �9�% o L(!ti I I j1 172 -' ! 193 9 ( 1 b\ I 11•f• I �' cw 1 LO N!�I I / 11 1 :• I EXISTING H•P I I ,I ; NpI I I y 16 r HOUSE I PARCEL 1 ',A :) PARCEL 2 I ,, I PARCEL 3 17 �, a! 260- 183 -16 I I F.G.= 193:00 0! ®p 1 �y�Ep( F.G.= 194.00 p F.G.= 194.00 I F.F. = 193 "70' I WI o t!�5I F:F. =194.']0' ' i F.F.= 194:'70' 1 1,( 4) 1D' I % 1 ' 1 °' I Q °'1 194 G 1 3 Cam pgl�pl A i I 1tL I. 1 �/i I I I NT 1 P I I 1 < {194.sz) I 1 • (194.51) I (rn 1: 'I 00 to I ; j '�� I I ° 1 ciI is 1 w� 0) (193.66) I ( 0) to - I •. u 6 to CONSTRUCT NEW 6' HIGH WOODEN FENCE I I I .�'� �(�Dk. .ON TOP OF 8" MASONRY WALL ALONG THE I I, 0A Pipe SIDE PROPERTY `LINE OF PARCEL 9 rn REP C E ING FENCE 1 WAi-1, M Y OT at I I : r 60' �- - -- - -- � Dp � .\1_ / - : <9 � 1 I ��� f �} R� � �° �' � 506>�E `i I �F:" " � ?•is 6X1 Al • �1 a'J (1 I �..m i ,�4 y2e f� ,tea 1 . }F N 1 PVP411 7 80k T J11CT 92y a p81LcS�1G I%).b s � _���',. t�40 �s '� °�1�2.0 ` .. Y �P- h 77.03 B.D.w. =19197 77.04' _ T.O.W =193.30. �� 77. 4' . 9 I, 21.97 - - r[�u. 19fa7 BDw. -is1. �� -- NEW WOODEN FENCE p I - -- . "� 1 I' ' S 89.48'41 " W /®1XL p QF,S%LTLNG �'I I _ -roe. 193.10 B.G.W. =191.97 -(, Z11 OE51LTiNG iZA51N, ELEV i°JZ•Z f 28 10,0FL 31 ..� CONSTRUCT NEW 4' HIGH WOODEN FENCE 1A- tl.�u I�Z.� - PARCELS 12,dC3 I ON TOP OF 8" MASONRY WALL ALONG THE 42' 51 CROSS 1AT PRIVATe REAR PROPERTY LINE OF PARCELS 1,2, & 3. DRAIWA6 EASStASO f (REP CE FENCE NOT EXCEED 6' HIGH)Q P , p EL= 194.30' MAX III vIF°) @(IOUG11 EL= f GIipDE STAKING x I - E°f l $ 1 • STRLK.TU ES EXISTING &HIED 'TO GIZA®� HOUSE W124p° GIRAbE RINGS 260-183-21 No NEW Boy 'SOIL.T' • o ' CONC. FTG. PER I y NOTES. �+ i . a +• STANDARD DING S. O GRAVEL AND LANDSCAPE AREAS FOR BEST MANAGMENT PRACTICES NOT TO BE MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS Q MINIMUM SECTION FOR NEW AC PAVEMENT SHALL BE 4" AC OVER PROP. LINE RETAINING WALL � 6" CLASS II BASE COMPACTED TO 95% OF MAXIMUM DRY DENSITY NOTE: ALL FENCE FENCE & WALL COMBINATION TO MEET 6' SCALE; 1/2' =1' - OVER 12" OF IMPORTED NON- EXPANSIVE SOIL COMPACTED TO 90 %. HIGH MAXIMUM. REQUIREMENT LOCATED ON ALL PARCELS. O GRASSY SWALE TO BE PRIVATE WTH MAINTENANCE AGREEMENT FROM HOMEOWNER (SEE PARCEL MAP FOR RECORDING INFORMATION) REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT REVISED PAb DIWNAC E AD S NE ABUT OOVT RE THE THESE. END ALU. DISK IN OF PLANING OCSVAR.T ME- Y17 I1IAsgA%0SI6Wk;.R IPIPO, ADD IR RA BOX 0 6 MACKINNON AVE. BR. OVER 1 -5 FWY, AS LISTED IN THE CITY OF ENCINITAS SURVEY CONTROL BOOK, PAGE - 47. ELEVATION: 231.691 DATUM: NAVD88 HORIZONTAL "AS NOTED" VERTICAL "AS NOTED" ' ^^ �l: �'wl 0A•rF, DRAIMAGE sa3ALE A`3 SUIL -Z . 17Al2-0411119 I- j EXISTING HOUSE 260 - 183 -22 EXISTING HOUSE 260- 183 -23 14' I FL 8 I j 1193.02)( 1 1 G 3 ! , (19264) ,(192161) Q ssE DE i SCALE: 1' =1' 7560 � EXIST1Nra BLACK WALL. 3E R MANHOLE 184. 3) RINi 1 E IS'-. FIRE - HYDRANT j T EE RELOCATED R "WAS" STDS. (WF -01) 1 � 1 Q E (IST. POWER ?O E ( Oz) 0 gUN0G2o q�s�'Ry1cEsT® ro WALL- OF — PROPOSED 6' WIDE DRAINAGE DITCH (GRASSCRETE) THE AREA REPRESENTS LANDSCAPE AREAS FOR STORM WATER POLLUTION CONTROL BEST MANAGMENT PRACTICE NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. POLE TO REMAIN 1 j I I n I 1115 mo w, , K7 1 9 i 193. 1) 110. x s. (192 8) I 3 AIL �' 1 " or C 1 ws 1 (192.86) 1 193. 5) NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF i I 1 FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LAND - SCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE - "° STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FORSTORM WATER POLLUTION n 1 CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. II n GRADING NOTE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE 1 ( APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS 1 ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DESCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE AD ILCENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMTTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE A' n 1 1 I UT REQUIRED PERMISSION IS OBTAINED. I TY ®F E1710) F ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: CARETTA WAY — SOMERSET AVENUE 198 —G GALLOWAY SUB — DIVISION APN 260 - 183 -17 PLANING CASE NO: 04 -046 TPM /CDP 14-31Z,313,614 GDP .1 SHEET 2 OF 3 _j 0 EXISTING EASEMENTS AS DESCRIBED IN PRELIMINARY M TITLE REPORT FURNISHED BY FIRST AMERICAN TITLE CO. INGRESS, EGRESS, ORDER NO. DIV-1296243, DATED MARCH 03, 2006 0 1 INDICATES EXISTING PUBLIC ROAD EASEMENT RECORDED ON - 3415'F JANUARY 22, 1947 IN BOOK 2331. PG-52 OR O.R. Q C VAOKIFVL COOtSE - INDICATES EXISTING PUBLIC ROAD EASEMENT RECORDED ON 061'1 JANUARY 22, 1947 IN BOOK 2331. PG-65 OF O.R. If INDICATES EXISTING SAN DIEGO GAS & ELECTRIC COMPANY 0 EASEMENT RECORDED ON SEPTEMBER 3, 1965 AS FILE WE No.: 161471 OF O.R. F_-6.50' INDICATES AN IRREVOCABLE OFFER OF DEDICATION FOR PUBLIC EXIST. 16' ROAD R.O.W. RECORDED JUNE 21, 1976 AS FILE No.: 191850 OF O.R. 7.50'_ INDICATES EXISTING INGRESS, EGRESS, AND UTILITY EASEMENT Graphic RECORDED ON SEPTEMBER 27, 1978 AS FILE No.: 78-411092 OF O.R. (0) INDICATES EXISTING SAN 'DIEGO OAS & ELECTRIC COMPANY EASEMENT RECO; M­D ON JANUARY 30, 1979 AS FILE No.: 45908 OF O.R. -_ 1 ;�GUITO IRRIGATION DISTRICT EASEMENT INDCATES EXISTING SAN Dr RECORDED ON NOVEMBER 26, 1979 AS FILE No.: 494757 OF O.R. INDICATES EXISTING PACIFIC TELEPHONE & TELEGRAPH COMPANY MINIMUM EASEMENT RECORDED ON OCTOBER 21, 1981 AS FILE No.: 81-332947 W z OF O.R. INDICATES EXISTING WATER EASEMENT RECORDED ON MARCH 6, 1997 441)(AO-Z) CROSIAED ROCK AS PILE No.: 97-100541 OF O.R. LEG EN E): EXISTING ELEVATION T 0, V DID FILUEZAC T6 49 (N(I.8� AGGREGATE IN VOlb.-; (No. 6) a-S, (2) 1 N (.I CO U R S TZ - 2 " T 0 1 C-14, Or- '/S' IT 0 NO APIP9,0\eQ PERVIOUS z GRADING PLAN W WM W 0 IF` 6.0 30.00 A 4 INGRESS, EGRESS, & UTILITY I SEMEN 0 1 1013'0 - 3415'F 707 Q C VAOKIFVL COOtSE - A" THICK of 3/6" To %`1 061'1 AC, If 3 0 T-4%3637* WE IrM F_-6.50' EXIST. 16' ROAD TO BE 7.50'_ e Graphic Scale in FEET ("0.s7) C"314u) VOCK - 1) -_ 1 W 2z WIDENED TO 22.5' MINIMUM W z 0 OM19. to" THICK Or 441)(AO-Z) CROSIAED ROCK 16 A cULb 3: W 4" AC OVER 6" 0.50, .4" AC OVER 6" CLASS 11 BASE ::1 15 30 (00 90 -7 '$016GRAbt (,COMPACTED) *%065) ,0 W1 CLASS K BASE !6 �111` 4K W v� EXIST. SURFACE TO BE ROUGHENED NEW 6"AC BERM TYPE -C PER VDR WM Q. o SCALE: 1 20' mow. - ALL AGG61trEGANE MUST St.: CLANP1bjWA%R60 Ar4r3 revE of Fmvs �ANII), siL r AND OVERLAYED WITH 2" AC PAVEMENT SI�C _ 5. C-0 SLOPE SLOPE THE PAVERS SlIALL NO'TZIE SEALEA OHM -nM V0113 j*ILLS9 HAS tS16Q A0106 10 NOTE: ALL STREET SECTIONS ARE LOCATED ON SHEET 3 OF 3 (198-1) 'FACIA COUR.SIF %%AALL 16F, VI13RA`T01W COKPAr-'T ISE5DRE FLACSIA15INT OF W)tf COVR59 - ---------- 1�j —�6"Wx`16"D ZERO FACED CONC. CURB EXIST. DRAINAGE DITCH �1 Z\ No jm?eRj iouS LINER q rILrez fA13m Is jo ise tseo SPECIAL. APPROVAL 1,640tt fOk USE IN EXPANSIVE 30ILSuS )W GARETTA vM1 SECTION CA%=0 rC-A ll NOTE: (:P S C= MIENUE SECTION S-B CAN BE FOUND ON SHEET 3 OF 3 ON 198-1 (IMPROVEMENT). (FOR SCALE AT DRKVAY INTERSECTION, REFER TO DETAIL 1 ON SHEET 3 OF 3, DWG #198-1) Z IMPERVIOUS 5UR.Fl E GALC, C, f It MNTIJ19S ,jZeES (193. �1 I J,)SEW 1ANHOLE ------ _rSC;0'T ---fiq PLAN "HP , i . A.P.�_ -ro 131S RD i I I � 9'2- A,) 1� , I It. BLOr-y- C WALL Bvcv, WAL-L it L PAP-CF,L IV PRE Mwr j Lf A 4 TAIP-IL 3415 67— 0 1 1013'0 - 3415'F 707 � 73666 0 061'1 30660 ft4 0 3 0 T-4%3637* RtdOMMENDER ovtu By. AA. 4 BY �A, DATE: DATE: W�ds_ IrM A. 231 .11' $9'4,7 5Z�,­W tjM' FRONT yAP-DS DRAM T6 LAODSCAP)AIG C_ -7-7-nA' I I i 19 ;:wpowill -To I&OWif-1471014 TASINS, 1 _.�f 7 3 - --,-q , - I - _4� - ;-- - R MANHOLE ?%AFL YAZUS 139A)IJ 3 EXIST. 5, rl �2& lmw� (194. 3) Rr --------------- 7A.­ ------ - IF I lAtO/a cqwWrf 0 I` 1s $ UN g6vauf 0 mvv^#� 0 -------- W--- __10 Tv I ---+- - -7,V— - - - - - ' ---- -- - ------- E I FIRE-HYDRANT T E E RELOCATED ­4 'T A �S7 f „WAS" WAS'- STDS. (WF-01) Q .777.... V z OL E 1ST. POWER k �j 2.s 10A R IPOLC-- PER L 7 9 LkTILA11C,7 'Amu j5>cRV ICES ?f> ) \41, 13014.12) 'I�f EXIST. SO UNDERGROUND -4 ELECTRICAL SERVICE (350 U.SA) H_ P > SYMBOL 47 < vmeits p 46/ TIEBA T tft-14-r�) iL CE 2% 3. -SASWA !SI:F114Co Co FOIL 1 (19 7 i� + + ( 9422) 1 �1141 IF U rwK WAL_%_ ui PER QPTAIL gel 71 EXISTING C* a, �l ARCED r\ r--T' n 0� A r\ FAECEL IIIAPSILNIOUS AINEA -T40 13^5)N JAROSA zD ja lRr AREA F9qVi06b 3415 67— 11310 + M 0 Z � 73666 IZ400 -3 3-33710 HORIZONTAL "AS NO.TED, VERTICAL -AS NM9Q 1170 lu 0 r* I- f-IN I \ 11 :_ . _r I v 011 .1 . I I. HOUSE -TO '9L FANE-19-5 F.G.= mMz ALL DRNEWNYS AM LOT LINE 'L 94.00: �,b v • 260-183-16 FIG. 93.00- F.G.=194.00' F.F.= F.F.=194.r?O 193 170' 94-70 F. TING EASEMENT LINE in ERIS lb" 0� Ole" MASONRY '3d EXISTING CONTOURS _W,4LL FOIL 45400e EA... :NT z rjlFFetL&),riftL -(194.51 FC- 4(194.82) ftUrE 014'110? A 'T x EXIST-100 EDGE OF PAV-E+—AENT DO Ij I I . 15012-1r, or- O`j -(193.66) M &IL Ov W FVtAT 41.0 1 101 DILMNAGre- dr,RrER­uRE CONSTRUCT NEWOHIPH WOODEN, FENCE dim. 2% I, A ON TOP OF 8" "ONAY WALLAl-ONG THE SED 6' WIDE DRAINAGE DITCH PERVIOUS PAVERS ',G TREES SIDE PROPERTY LINE 0 PA;tOtt. 1 EXISTIN ES TO REMAIN /�f\ (REPLACE EXISTIN]j FENCE) 92. *M:JFA -.II- PROPQ "E TREES NOT SHOWN FOR CLARITY* 4­1 60' THE ARrA REPRESENTS AgeA5 FOP 'STORM WATIER POLLUTION cogmL EtEsT, MANAGMENT PRACTICE NOT TO BE MODIFIED 8" RETAINING WALL 11 4 EXISTING GAS LINE WOOD WITHOUT A PERMIT FROM THE CITY. 'in EXISTING MAIN 7 EXIST SEWER MA EXIST WATER MAIN .-194.30 — — — — — — Tn -103.307 8 � �0"V 1"I "Iff 7 B.O. .-191.97 (19 24 Eb SE T.O. Tg-.0 PROPOSED 231.11 S 89 "48 41 Zaks Im EX I DWER POLE TO REMAIN NEW WOODEN FENCE— , - I 'StD DRAINAGE DIP I. - II I PROPO DIRECTION 1 6 1 SILsitt "10 cc 93 *O_W**'t 4; yal v Top 10j,3,30 -il mloi� .4(1921 X ELF,\/ 1 28' 189.15 rL, 64) li�AZTIALPOKX QUANTI`T)F�-5 TYP. CONSTRUCT NEW 4' R LA)Oob IFPMtE ON HIGH WOODEN FENCE EXISTING FIRE HYDRANT boo -$uj4 W)KS ON TOP OF W MASONRY WALL ALONG THE -Mp or- WALJL_ • PARCELS 1,2A3 _ry REAR PROPERTY UNE Of PARC4S I IiZ & 3. 42' 5, CWS Lo-r 0P.Mc. (193, C Q-r 15Z5' C-y T got WALL & FENCE NOT TO EXCEED 6' HIGH) RELOi�ATED FIRE HYDRANT NEW EXISTING FENCE) EAzSI1ASK*T FILL 0 C_y OF rA(LaEL 3 A* EXISITNG OVER14EAD POWER UN—E 43l40U,)t4 0)4 FAILGaL t SXPOR:T GZ5 tc-yl \D EL=1,94.30' (MAX1 ij, REMEDIAL 1A00 r-Y ASSUTA6.5 2' EXISTING WING HEADWALL LANDSCAPE AREAS FOR STORM x WATER 4 POLLUTION CONTROL BEST MANAGEMENT EXISTING RAI sen 'to GRADE 193. OUSE r_ mri 3 8- SOUP CUTE Hu ?A GRA Ot RINGS (192.�8) 1 NOTISE -rVAE OPLIGINAL PESIGIlif PRACTICE NOT TO BE MbDI tEb WITHOUT -PER 260-183- N011460 WN 190ILT HAD AReA tjRA114s rioV_ ALL7141� A PEOW,F" THE CITY EL=192.5nd EXISTING ISTING f. HOUSE as I NO PA14KINI, FIRE LANE StQN5 HOU3 \PAT`I0S+FAiCYVAjZb5, THI�_'_ No.C'28302 260-183 23 1� 14' 1 h I 0-I IT 0 Exp. 3131) jk (TOTAL TO BE INSTALLED, 6 COUNT) 260-183-2 coN'TKAcToR_ OFTec) N k CONC. FrG. PE CAzQQA -/ING STANDARD OWG S. 114STALL Alt0i DF-AlM5j?EL it PLAN :STA Ohl 1141FIG-T(tATIOM OR 154EZ-r I'N'OTES: at-4. PEP, F Am iHolpe W In GPAre 0JLFE_r 11113 FLOLO TO -TOE 'KA -S I WS 21-41 1 — I 1 114 14 In GRAVEL AND LANDSCAPE AREAS FOR BEST MANAGMENT PRACTICES (192.496) 193. 5) NOTE: FOR STORM, WATER POLLUTION CONTROL PUIRPQSCSj ALL RUNOFF OF 6NGIWIME1r: v FROM ALL ROOF DRAINS SHALL Disc Kx,_,Q SCAPE AREAS, PRIOR TO COLLECTION D NOT TO BE MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE 4 " 5CA. 10 PVC, OIXTL-�-:_C STREET CITY OF ENCINITAS IS or- -ro otAS I T4r,- CA-rrh BA5)IJ AND/QR INFO THE PUBLIC STORM LANDSCAPE '$IONATED FORSTORW 50-40'X, SAN CONTROL E AREAS DIE _N1 AA " PMIF- I PIPS I S TO SU4 T46 SHALL NOT BE MODIFIED WITHIOI MINIMUM SECTION FOR NEW AC PAVEMENT SHALL BE 4 At-, OVER rKUr. LINE Mr-I/Al 14'41i.7 WALL I � WIT }{JAI T�6 0 2o-Zb% -rc3P*0vL- OF T�4e� SA10A 6 CLASS 11 BASE COMPACTED TO 95% OF MAXIMUM DRY DENSITY NOTE., �L FENCE / FENCE A ION M SCALE: 1/2"-l' t4O p4OR.6-rtArjN Cit% V-LA-j ALL40 LOE 0 CH U �E & WALL COMBINATION 0 To Cm. GRANGE - sr OVER 12 OF IMPORTED NON-EXPANSIVE SOIL COMPACTED TO 90%. EQUIREMENT LOOMED N ALL M 6' O GRASSY SWALE TO BE PRIVATE WTH MAINTENANCE AGREEMENT FROM 131ORSTEN110k BASH Q0AI HOMEOWNER (SEE PARCEL MAP FOR RECORDING INFORMATION) AS `r (\Neu) SP02 r • i LATE BENCH MARK SCALE P-LANNING DE r mum APPROVALS 1 ENGINEERING SERVICES CITY OF ENCINITAS ENGINf GALTRANS 3.5* ALAJ. DISK IN :VW OVER THE 'THE SE. END OF THE NE. AOUT. OF THE ]MACKINNON AVE OR. _OVER 1-5 FWY, LISTED 114 V+W CITY OF ENCINITAS SURVEY L BOOK, PAGE - 47. A74 M^^ nAVI I HORIZONTAL "AS NO.TED, VERTICAL -AS NM9Q hk7ltj A /7 &Y VVIAXFI IV- PREPARED UNDER SUPERVISION OF PLANS PRE DATE k 002. 4t:,:W.&L R.C.E. NO: -1 T�OtEXT su Kup I rvo -3131 hi6i RtdOMMENDER ovtu By. AA. 4 BY �A, DATE: DATE: W�ds_ GRADING PLAN FOR: CARETTA WAY — SOMERSET AVENUE GALLOWAY SUB —DiVISION APN 260-183-17 P1 ANINn Vk'4;F No- 04-046 TPM/C DIP 14-312.313, 3 IA CDP WV% "Nohow v 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ENTRANCE AND PUBLIC RIGHT -OF- WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY WAY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 1l. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE 5TA51 L I ZE D CONSTRUCTION ENTRANGE (TC - - W OF GRADED SLOPES (909 COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE NO SCALE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. 'l LEGEND DESCRIPTION SYMBOL STABILIZED CONSTRUCTION ENTRANCE TC -1 STRAW BALE DIKE C-5 • • SILT FENCE C -1 LIMITS OF CLEARING & GRADING GRAVEL BAGS C -6 C -8 AREA FOR CONSTRUCTION WASTES AND STOCKPILES WM ° MULCH, STRAW WOOD CHIPS, SOIL APPLICA77ON S -6 FLOW 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE — WIRE OR NYLON FLOW' — -'----BOUND BALES - 4 - - -. -= PLACED ON THE CONTOUR rY .,✓ x yt S7 r {s __ Ji r � — 2 RE -BARS STEEL PICKETS OR 2 X 2 STAKES 1 112' TO - 2' IN GROUND ANCHORING DETAIL DRAINAGE AREA LESS THAN 1 ACRE STRAW BALF DIKE (SC =5) ( I \ NO SCALE GRAVEL BAGS OVERLAP ONTO CURB � RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAY L 5AG5 (SC,-ro SC-a) 1. SET POSTS AND EXCAVATE A 4BY4IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2, STAPLE WIRE FENCING TO THE POSTS. IN 10 CM ( ) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. Eli `i 7 g d { ?I[? Fglk;; FILTER FABRIC T_ SILT PENCE (5G -1) NO SCALE ,yr _ r i �- .? _----- — s 'p l iYt ! `�CAR 1 0 ETT lAY FJ�� Rot_k- q'Ttyc:s PtP� RIVATE ROAD — �.. 4 - _ _.- _ — - - - - °~ PIN ' ! N6E - JGONGRE E WA 10UT - � — AREA GRAVEL %A&5 SEE DETAIL 3 _ I - > - STABILIZED C,oN TRU�rION i I 2 ENTRANCE 5EE NAIL I Llj LLJ XISTt N EG PARCEL 1 1" 'PARCEL 2 PARCEL 3 I o � (� i id -f 3-11 / STD PI TI11 1 f ( AREA FOR CONSTRUCTION . i- w_WA6TE5 AND &K LE5, r XREA TO BE COVERED WITH ' 3 ; - r ' PLASTIC, TARP AND WE16HTED ,v g � i 1 ITN SAND BAGS IN THE EVEN I STAW BALE DIKE , ' QE RAIN W _ -5 WM -1 11 'SEE DETAIL 1 . pR, 51L`r FEMCF- SIAT 2 F RAWNG ' ' PLAN TYP - - -L= u_ tl j n 1 — . . ry tl l I _ 1 19 l(Tf-E FS y `° °' .f " MULGh1, STRAW ' (194,'4} DEGI11PS, 501E APPLICATI - { t _ ,fir '` / d "f, f' E �e�� f f f f � f/ ' i`'l l rf :l� /• j j C^* % 1 4 }� f r r J y a ��'i.t i1 �� /` I / '' ft f/ /// f,!` f r;••',.=i iYr'' '' "J fr' ,r F =''� J! k�§i,3 i t �` _13- _v r.i�` rr i l' f ,r d _/ .,,`�' ',>' f .�E ✓ i�,'i t_ t ?y�;, i ,j t I /x :VIST 'Nj ;, 3' / t. ,f'f �+ HO, .r 19Cu ' (193 �5} , p k I � � EROSION CONTROL NOTES APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANIJING PUBLIC RIGHT- 7. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT --------------------- APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT OF -WAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PM Ai A ®a o Mm mr. 3Asims TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE 50'MIN. HORIZONTAL "AS NOTED" VERTICAL "AS NOTED" STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID RECOMMENDED APPROVE BY: ' BY: / DATE: DATE: EROSION CONTROL PLAN FOR: CARETTA WAY - SOMERSET AVENUE GALLOWAY SUB— DiVISION APN 260 - 183 -i7 PLANING CASE NO: 06 -281 TPM /CDP; 14- 31Z1313 .j314 Cpl' 19$_G EW�c'� A �� Ft t�R.R4bl5 St4iFe CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL " 8' MIN. OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER PROFILE TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE EXISTING GROUND PUBLIC RIGHT -OF -WAY REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 50' IN. O�l PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A' HAZARDOUS CONDITION: 14'MIN rp� 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. PLAN 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ENTRANCE AND PUBLIC RIGHT -OF- WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY WAY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 1l. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE 5TA51 L I ZE D CONSTRUCTION ENTRANGE (TC - - W OF GRADED SLOPES (909 COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE NO SCALE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. 'l LEGEND DESCRIPTION SYMBOL STABILIZED CONSTRUCTION ENTRANCE TC -1 STRAW BALE DIKE C-5 • • SILT FENCE C -1 LIMITS OF CLEARING & GRADING GRAVEL BAGS C -6 C -8 AREA FOR CONSTRUCTION WASTES AND STOCKPILES WM ° MULCH, STRAW WOOD CHIPS, SOIL APPLICA77ON S -6 FLOW 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE — WIRE OR NYLON FLOW' — -'----BOUND BALES - 4 - - -. -= PLACED ON THE CONTOUR rY .,✓ x yt S7 r {s __ Ji r � — 2 RE -BARS STEEL PICKETS OR 2 X 2 STAKES 1 112' TO - 2' IN GROUND ANCHORING DETAIL DRAINAGE AREA LESS THAN 1 ACRE STRAW BALF DIKE (SC =5) ( I \ NO SCALE GRAVEL BAGS OVERLAP ONTO CURB � RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAY L 5AG5 (SC,-ro SC-a) 1. SET POSTS AND EXCAVATE A 4BY4IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2, STAPLE WIRE FENCING TO THE POSTS. IN 10 CM ( ) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. Eli `i 7 g d { ?I[? Fglk;; FILTER FABRIC T_ SILT PENCE (5G -1) NO SCALE ,yr _ r i �- .? _----- — s 'p l iYt ! `�CAR 1 0 ETT lAY FJ�� Rot_k- q'Ttyc:s PtP� RIVATE ROAD — �.. 4 - _ _.- _ — - - - - °~ PIN ' ! N6E - JGONGRE E WA 10UT - � — AREA GRAVEL %A&5 SEE DETAIL 3 _ I - > - STABILIZED C,oN TRU�rION i I 2 ENTRANCE 5EE NAIL I Llj LLJ XISTt N EG PARCEL 1 1" 'PARCEL 2 PARCEL 3 I o � (� i id -f 3-11 / STD PI TI11 1 f ( AREA FOR CONSTRUCTION . i- w_WA6TE5 AND &K LE5, r XREA TO BE COVERED WITH ' 3 ; - r ' PLASTIC, TARP AND WE16HTED ,v g � i 1 ITN SAND BAGS IN THE EVEN I STAW BALE DIKE , ' QE RAIN W _ -5 WM -1 11 'SEE DETAIL 1 . pR, 51L`r FEMCF- SIAT 2 F RAWNG ' ' PLAN TYP - - -L= u_ tl j n 1 — . . ry tl l I _ 1 19 l(Tf-E FS y `° °' .f " MULGh1, STRAW ' (194,'4} DEGI11PS, 501E APPLICATI - { t _ ,fir '` / d "f, f' E �e�� f f f f � f/ ' i`'l l rf :l� /• j j C^* % 1 4 }� f r r J y a ��'i.t i1 �� /` I / '' ft f/ /// f,!` f r;••',.=i iYr'' '' "J fr' ,r F =''� J! k�§i,3 i t �` _13- _v r.i�` rr i l' f ,r d _/ .,,`�' ',>' f .�E ✓ i�,'i t_ t ?y�;, i ,j t I /x :VIST 'Nj ;, 3' / t. ,f'f �+ HO, .r 19Cu ' (193 �5} , p k I � � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANIJING -� - APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. RWR PM Ai A ®a o Mm mr. 3Asims CALTRANS 3.5" ALU. DISK IN S/W OVER THE THE SE. END OF THE NE. ABUT. OF THE MACKINNON AVE. BR. OVER I -5 FWY, AS LISTED IN THE CITY OF ENCINITAS SURVEY CONTROL BOOK, PAGE - 47. ELEVATION: 231.691 DATUM: NAVD88 HORIZONTAL "AS NOTED" VERTICAL "AS NOTED" PLANS PREPARED UNDER SUPERVISION OF DATE • x`10' %7 n, ', -� NMSJVRIJ�w(MM R.C.E. NO.: C -53741 ROBERT S. VON DIENES. -OEHM EXP. 6 -30 -07 RECOMMENDED APPROVE BY: ' BY: / DATE: DATE: EROSION CONTROL PLAN FOR: CARETTA WAY - SOMERSET AVENUE GALLOWAY SUB— DiVISION APN 260 - 183 -i7 PLANING CASE NO: 06 -281 TPM /CDP; 14- 31Z1313 .j314 Cpl' 19$_G EW�c'� A �� Ft t�R.R4bl5 St4iFe tw GRAM L 19A6S 17i''L1• ( SHEET 3 OF 3