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2018-13814 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER JEFFREY AND SHANNA JOHNSON C3� OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 1.IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SHANNA JOHNSON AT (760) 994 -7518, 24 CONCRETE WASHOUT 2440 GALAHAD ROAD HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SAN DIEGO, CA 92123 m ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, SITE ADDRESS DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE PLASTER AND THE LIKE INTO THE STO UT LOC R CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL 653 CAMINO ELDORADO DRAINAGE NOTE EN INITAS BLVD POST A SIGN DESIGNATING THE WASHOUT LOCATION. STOCKPILED ON SITE ON OCTOBER 1 AT COVENIENT LOCATIONS TO FACILITATE RAPID APN:258- 141 -12 � °L CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS ENGINEERING INSPECTOR. LEGAL DESCRIPTION NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST AN APPROVED DRAINAGE FACILITY. ENGINE TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO ES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN PANELS/PLATES. BERNARDINO BASEAND MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY UTILITY NOTE 4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO UNITED STATES I T , CONSTRUCTION VEHICLES GOVERNMENT SURVEY APPROVED APRIL 19 ,1881. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 53HE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE OWNER'S CERTIFICATE GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE I (WE) HEREBY CERTIFY THATA REGISTERED SOILS ENGINEER OR 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. GRADING ACTIVITYAND ADVISE ON THE COMPACTION AND STABILITY OF VICINITY MAP ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE. THE SITE. I REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. N ,T.S INSPECTION. TALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE I (WE) HEREBY AGREE TO- INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S INCOPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST 23HE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION" PROTECT CHANNELS AGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES. ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JANUARY 25, 2018, SHALL BE CONSIDERED &GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, 9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. GRADING, GRASSES TO SHIELD AND BIND THE SOIL. 5.CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. SIGNATURE- DATE: 7 �� SHANNAJOHNSON PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. REPLACED OR REPAIRED TO CONDITION SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS SOILS ENGINEER'S CERTIFICATE EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN ON -SITE CONSTRUCTION MATERIAL STORAGE SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL 1, DANIEL B. ADLER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 6.THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON OCTOBER 18, ENGINEER OR A LICENSED LAND NOT BE MODIFIED WITHOUT PERMIT FROM THE CITY. KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. 2017.ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, SURVEYOR. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS 73HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. PROJECT HAVE N 1 O RAT IN THE GRADING PLANS AND SPECIFICATIONS. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND /OR THE TURF /LANDSCAPED AREAS. TRAINING SIGNED: 7^ /J-/& CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR &GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE RCE NO.: 36037 QROF 8SSlONq� OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM A F F SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. <v pQ 9 y SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. EXP. DATE: 6 -30 -18 h 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE z 9.N0 GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS BEEN ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT JOB #: w No. 36037 m HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IT TO AN ADEQUATE IMP /BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION °G Exp. 6/30�X ::a ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CHRISTIAN WHEELER ENGINEERING �v SCHEDULED WITH THE CITYAT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 3980 HOME AVENUE, SAN DIEGO, CA 92105 ST CIV11- �Q qTF 10.PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHOUT A PERMIT FROM THE CITY. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND (619) 550 -1701 OF CA WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. STATEMENT OF ENGINEER OF WORK ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS REQUIRE THAT THIS PLAN BE REVISED OR THAT SEPARATE ENGINEERING PERMIT BE OBTAINED. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE 11.UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER BE PROVIDED STATING: "THE GRADING UNDER PERMIT ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY NO. 13814 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OPERATION. AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY 12.ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISMER DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND AND BACKFILLS AND COMPACTION OF TRENCHES, HE SHALL SUBMIT SOILS REPORTS AS REQUIRED REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS ARISING OUT OF THE WORK PE ORMED BY THE ENGINEER. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SURFACES. OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SAN DIEGUITO WATER DISTRICT NOTES: SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST SIGNATURE: DATE: 7-10-11 FOR THEIR INTENDED USE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE BRIAN M. AFkQoLINO 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE PASCO LARET SUITER &ASSOCIATES DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 2, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 535 N HIGHWAY 101 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT NOTIFICATIONS DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK THE SITE AND SHALL TAKE REMEDIAL REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR SOLANA BEACH, CA 92075 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS (858) 259 -8212 PROJECT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE RCE EXPIRES 12 -31 -19 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY EARTHWORK DATA - MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S STEEPEST EXISTING NATURAL SLOPE ON SITE - 80 H: 1 V TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, MAXIMUM VERTICAL DEPTH OF CUT= 0.5 GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: MAXIMUM VERTICAL DEPTH OF FILL= 0.5 COMPACTED TO A MINIMUM OF 90 PERCENT, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. A. SEWERS - CSD - (760) -633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 CUT= 10 C.Y. FILL = 5 C.Y. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS, 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 EXPORT = 5 C.Y. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS D. TELEPHONE - SBC BELL- 760 489 -3411 REMEDIAL= 870 C.Y. ( 1 ' REMOVAL AND RECOMPACTION UNDER AND 1 ' OUTSIDE OF BUILDING AREAS) 15. 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 EMBANKMENTS SHALL AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, DISTURBED AREA= 6,773 AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE PHONE: (760)- 633 -2770. OFESSlp 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. QR N REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN O HAE( "q! ACCORDANCE WITH THE GRADING ORDINANCE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK �� 0 4, F 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. DIEGO GAS AND ELECTRIC VAULTS. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED CD M z z IMPERVIOUS AREA w °� No. 71651 o m OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 7, ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED Exp. 12/31/19 A HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4,513 SQFT APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY WAYS' IMPERVIOUS AREA AFTER CONSTRUCTION: 11,286 SQFT ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. INCREASE IN IMPERVIOUS AREA: 6,773 SQFT Il CIV0- 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN qTF OF CA1 -�F� 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN IMPERVIOUS AREA REPLACED: 0 SQFT FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO PARTS. GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE g, ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT p r, WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE ' �I Dl Ia �/����'1f `' ZS- g r TREE REMOVAL. SIG DATE qlGN DA E SIGN DATE IGN DATE /AIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK -BUILT APPROVALS DESIBMA BY: DRAWN BY: CHECKED BY: KAH BMA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 5-3b'I INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP7rllL, GRADING PLAN FOR: DESCRIPTION: RIM OF SEWER MANHOLE 21,10 653 CAMINO ELDORADO LOCATION: STATION 9+25.00 L PUBLIC WORKS DATE: RECORD FROM: CITY OF ENCINITAS O INO DATE PLANNING nA - -�� JEFFREY AND SHANNA JOHNSON 13814 -�7 IMPROVEMENT PLANS FOR CAMINO EL DORADO, R.C.E. NO.: 71651 JE SE OWENS ( HER L. MAGDOSKU DRAWING NO. 0006 -SI ES CS 196 SHEET 4 OF 11 REVIEWER 9 Cl INFER APN: 258 -141 -12 ELEVATION: 310.15 DATUM: NAVD88 ENGINEER DATE INSPECTOR BRIAN M. ARDOLINO EXP.: 12 -31 -19 DA /�s� DATE CASE �� CASE NO: N/A SHEET 1 OF 3 PLSA 2869 U) w tE U O to ¢o�n otS y p w Z al. ~=U z wow _3Om U `t 0 Z¢ J d Z2 a t 290 280 270 LEGEND 9£R iPc22 e r. -aa t i 1 11 t k I I PROPERTY LINE v CENTERLINE OF ROAD a�c.ta 2) F - - - - - -175 - - - EXISTING CONTOUR LINE 5 +9ia CWS1WCT At 364^ TAftgZ I t) \ i- i I z,0 t�`� i PROPOSED SETBACKS ETA °��2EHYDRANT oaacnR -,�,� �' =o� p� 3iY1 REMAIN, e�aH i %� J� t �� A PROPOSED BUILDING FOOTPRINT F Bern -;iv 1 11 ° EX. POWER POLE ' I 1 31) l \ '1 PROPOSED BUILDING OVERHANG o v a1 47, 4�.., TO REMAIpt..�.- . -.-... -.. a i t � r � 3' - PROPOSED FEN E 551 \ t TC 1� - . - .g= STATION 1 +00 (FS 312.0 PERARCH C FS 312.0 N 88' 50 W1 40� ;t \ \ l \ , ` FL 310.3 �\ �'. 38 PROPOSED CONTOUR LINE .°rte•: ` PROPOSED FENCE �__.. _ - _._.. ,e; a`T'C$'3'1 NG7 4" PVC .. =&. •.• I '� vc �M ;F\\ , r i � CoNC2ETE F�i�3f016 - 1 �1 49 21 4 PERARCH �I - IE 309.7 /F201 DNEN1• d 2.9% \ 'l 1 [ t \Y \ , \\ \ r ^� Y EXISTING BIORETENTION BASIN :a% x FS 310.1 w 1 4 y C S 310.6 -MISTING aerua a Z 311.5 / S 3 1 3. ".',`.'.° \tl�l t`'• .� \ ( N / ! ?1 I o _ o Z I O6 ` P�RMtABLE Tu \� �. PROPOSED CURB AND GUTTER PER SDRSD G -02 DRIVWA W - r N F 311.0 Nig i i\i \ 1` i PER SID G 1 ... 6" PCC VRJ a \ �� ti 'v vv, V r J ' i� " V� ' _ PROPOSED 4" PVC STORM DRAIN AND GU POOL &SPA A \ V \�A I �� PER SDRSCC� G- {;IF,` EXISTING DRIVEWAY �C� �� �� ��.. �� • `� \ I :C 81 3 st To BE DEMOLISHED u FS= 311.31 PROPOSED 4" PVC STORM DRAIN FS 809.9 .` LkISIIN� FG= 311.04 \ '' Q ryQ:s L 3 t 8 FG 311.0 LSi 4.:e- 1� i 11 t`ti._ . / _ ~ \� ~ \ ��\ 11 \ \ i ® PROPOSED STORM DRAIN GRATE APPROX. LOCATIO r Q o.54 &$ oNCRETE �- -(-STEEP EX. 8" PVCa9' acs.w ° e s WPLK WRY fS�3 t �� , EASEn�T WATER LINE 4�. , ► • aA j/// - "'" �/ y• - 1111MGIa �. ,a 'k -�-- -- s �t t j t , V V ti� \ _e. �.. `'- OPOSED- PER SDWD W96 -14 �,} j • PCC PATIO, - A ! i I t \ \ \ A ,I PROPOSED • S -:� T 309.7 W , APPROX. LOCATION �. I� DDITION �- r �� ©7 %� IE304.1 1yl EX. 8" VCP C 310.0 ' l4 MIN .±� .�:. � �rr� � i � �� � / !' l t t I \ ;1 � 1 \� SEWER LIN ( L 309.5. Ax • - . tN � Z� {' G: ". � �' `.31 0 PW%G' % 9 8�' 6' ! I t DEEP ROOTED, DENSE, DROUGHT r„ TOLERANT PLANTING SUITABLE W ;, FG 311.0 1 ^'� • R .; , �, o ..i % ' ► t i �, �' aOLK yea 39. T 75 st:0 /°`.° 5 Al PROX. La 10 ern FOR WELL DRAINED SOIL °� 3" HARDWOOD MULCH/ T �E(F r`- 2.010 EXI TING SIDENCE ohs •`•`•` -'- 'I ! �+ \ 2 -3" THICK ROCK LINED OVERFLOW LONG ;'. "i I EXTEN CEPNr" MIN TORE AIN ri1�� "...`.`.'. �, GRASS COVER OR CITY - �������} SPILLWAY SET 7 "ABOVE SURFACE :. -:::•: `. (D APPROVED EQUIVALENT ADJUST BOX TO NEW GLAD ; ,,,; z S ' FG 311.0 FF - 3 1.69 " S 311.0 FG 310. r ? OF BASIN DISTRICT TO UPGRADE _ i , FS 311.2 \ 37' I i 1 I PROPOSED ► : x, i FS 311.4 �t �� \ i i DUAL METER AT OWNER'S EXPE S-- ADDITION : EXISTING L 2 4 °k �� \ ``ti i ..+-..-� EXISTING BASIN FS9. 1: o° I:r p FG 311.0 XsCGESSORY UNI TO REN9fAINj (.: • ' . o Z TO REMAIN 27.5 o _ r� EXISTING SHOP \,- \ 11 r ' -5' C , • 1.4 • e FF = 312.04 °I TO REMAIN i __- s : t 1 i ` i ,� �\ \ ,\ ` y I I ' ( 6,.X12" PCC CUTO ._ #V€ A aaa ;5 i FF = 311.50 \: S \ - ( =) P 03 --- -- S 310. PER SSiiSD a1 r' I :6 9% V �\ YER OF 3/8 GRAVEL �c' .t ciw Li \• •\. '^�.• A \ \ ` v, ';. j I i� t j I n FS 0 . i� S ° , 31 PROPOSED GRAVEL �'� - -- - -�� j' FS 311.0 °: FS 311.4 - - �. V `�.... - �� \ �� tt ��. �, st f i ENGNEEIRE SOIL �I���- = �I- - ��� =� i) �_ „ FS 1 SEE NOTE BELOW - ' I --Jill - - j �I (j j 1 609!9 FS 310. -� /o DRIVE AISLE _._ . -_____ -_.., ____.___... ____ A �.,� ti \ �2 LAYER OF 3/4 GRAVEL 1 _ _ 6" PCC C�U , U S7 �JG �°� FS 310.8 S 310.7 S 31 8PCC LANDING FS 310.4 �\ v 'v A� \ \ �� t ** 1=1 1 , { ,' = Ill f (- , I- * *SEE NOTE BELOW AND GU = SHE l 1 \ \ p 1 Sian G -1>0 10 BE e TA +2 - �° FS 311.1 FS 310.8 TG 310.5 FS 310.8 FS 310.4 alas RE 4if °lo 0.6% U.01/0 T 309.9 V �� �� �i `t t 1 s I I * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" aua:rs TC A09 .;X! -�` , .n .f- 1 302.8 s�+wv7 r�vcE...� _.,, �... �. A t �. r i `� j 1 I o 0 «�_� -- '' -- 5 -1�� SOIL MIX WITH NO MORE THAN 5 /o CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60 /o SAND, .za �� t i 20-30% COMPOST OR HARDWOORD MULCH, AND 20-30% TOPSOIL. PROPOSED FENCE 4 310.6 0 , n r FS 310.0 7 ,� .\ i t i� li , I ( ° ° EX. POWER PbL o: FOUN93Lq' IRON PIPE WITH NAIL IN CONCRETE PERARCH N 88 55 50 W 400 I ` \ TO REMAIN \ t 1 _. .., > CORE, NO TAG FLUSH 4N CONCRETE, 2.8' WEST }� ~``• �. t i � k \ 1 y�-' � OF OLD WOOD FENCE POST. ACCEPTED AS t ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAYBE DEEPENED TO ORIGINAL MONUMENT SET PER ROS2385. t �\ \ \ i is t `� , A i V ` I INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. 3 GOM TTAR CSC AC. GERM TAP6R o Bessa,I THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CITY OF ENCINITAS BMP DESIGN MANUAL CALCULATIONS. GRADING PLAN BIORETENTION AREA DETAIL NOT TO SCALE EASEMENT FOR PUBLIC STREET RIGHT -OF -WAY RECORDED OCTOBUR 23, 2018 AS DOCUMENT NO. 2018 - AnITOF O.R. EAsEAA4eNT FDR IWLI C, S'tR�* 1ZliNT-OF -WA1� - 36' �a RNd CAMINO EL DORADO STREET SECTION NOT TO SCALE 0 O Z O 315 310 305 1 +00 v v i vi Iq o o v rn rn o CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. r m M LO N- 00 OD d' 0 r cm �j�( " INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7-1016 R.C.E. NO.: 71651 BRIAN . ARDOLINO EXP.: 12 -31 -19 RECOMMENDED: APP V - JESSE OW ENS OPHE L. AGDOSKU CITY ENGINEER / g -�. DATE ' DATE �G -'� GRADING PLAN FOR: 653 CAMINO ELDORADO JEFFREY AND SHANNA JOHNSON APN: 256 -141 -12 CASE NO: N/A 13814 ®G PUBLIC WORKS °D r0)zO ZcflZ _ .- ZrnZM O f0 ZN O Za�i ZGDZM 0 O NON Z�Z _ I.- NO �r ZM O OOOO 0 60 0 0 Oa; 0 oio6 0606 DRAWING NO. 0006 -SI ES CS 196, SHEET 4 OF 11 ELEVATION: 310.15 DATUM: NAVD88 S ENG NEER DATE 0 a M ~M a FM ¢ F'MF-M ¢ R �F a �j ~Ce) ¢ I-MH ¢ ¢ COj H ¢ HM ¢ F ¢ M ca co U) 1,- �� ��W� W U) C/)F- TOP DF CURB ff 1 23 V DRIVEWAY E PER SDRSD G -14 275DRIVEWAY R SDRSD G -14 1.0%--- - - - - -- - - -- - - - --- - - 0'9°x.°.-- - FL WLINE I I 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 CAMINO EL DORADO CURB PROFILE SCALE: HORIZONTAL V=10'; VERTICAL 1 " =5' 1 +90 2 +00 2 +10 315 310 305 2 +20 2 +30 1 SCALE: 1' = 20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. KAH BMA -As- &ILT 30'( DESCRIPTION: RIM OF SEWER MANHOLE LOCATION: STATION 9 +25.00 RECORD FROM: CITY OF ENCINITAS IMPROVEMENT PLANS FOR CAMINO ELDORADO, �j�( " INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7-1016 R.C.E. NO.: 71651 BRIAN . ARDOLINO EXP.: 12 -31 -19 RECOMMENDED: APP V - JESSE OW ENS OPHE L. AGDOSKU CITY ENGINEER / g -�. DATE ' DATE �G -'� GRADING PLAN FOR: 653 CAMINO ELDORADO JEFFREY AND SHANNA JOHNSON APN: 256 -141 -12 CASE NO: N/A 13814 ®G PUBLIC WORKS AA _ BRI h �tINO DATE Ct -3p -(� PLANNING / _ REVIEWER DRAWING NO. 0006 -SI ES CS 196, SHEET 4 OF 11 ELEVATION: 310.15 DATUM: NAVD88 S ENG NEER DATE SHEET 2 OF 3 INSPECTOR YL,)A Za0`J Ci 3iII.4? -` 's•'43h � �cn 3 n� 2w�bes�� O 3 +SF I:' DESCRIPTION z DATE BENCHMARK O 0 � urcvwn �sr: ui ENGINEERING DIVISION A PR WIDTH AS REQUIRED t DRAWING NO. TO ACCOMODATE KAH BMA ANTICIPATED TRAFFIC U 3 DATE Q R COMM NDED: APP � / J SSE OWENS OPHER L. MAGDOSKU � CITY NG EER LS 18 _ -t� DATE DATE GRADING PLAN FOR: 653 CAMINO EL DORADO JEFFREY AND SHANNA JOHNSON APN: 258 -141 -12 CASE NO: N/A 1 3814 -G Ix Q LL PUBLIC WORKS X34 ss A 19' RADIUS V MI � n 50' MIN - LLJ fl O DRAWING NO. 0006 -SI ES, CS 196 SHEET OF 11 ELEVATION: 310.15 DATUM: NAVD88 NGINEER DATE U SHEET 3 OF 3 I�� t �i k? 2 30ES2 4 c SoPfEe .& rn M=.D PANA, LEGEND PROPERTY LINE Z( 2 Jui CENTERLINE OF ROAD PROPOSED l k CONSTRUCTION i ENTRANCE 31 t y�i ��i I I 1 .4 2'; i`U ll " \ i �'' �� f )' f, 1 n n n n PROPOSED SILT \V �� FENCE 312 712 \ f v° 1 � '; • \ \ t v PROPOSED INLET 5 PROTECTION ,N 88 X W 77- M E E RE R. NIMF_D HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUTAREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIAAND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO R PRINTED NTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH STRAW MAY B SUBSTITUTED, ALL OR PART FOR (STRAW) E E A HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. ° ............ �. INV Ld Np CR,r El El El.�'- r •�_ i t t i I ' t i 1 t s t \ 1 v t � - .-...- , AA \1 i l. » Y - ,-s N 89 55' 50" W 400' `. _`� -' -A j EROSION CONTROL PLAN 20 10 0 20 40 60 HYDROSEED NOTES CONTINUED: 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. LANDSCAPE EFFICIENCY BMP NOTES 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT PLANT OR IRRIGATION SYSTEM FAILURE 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION 3. ERADICATION OF INVASIVE SPECIES 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED 5. REPLENISHING MULCH AS NEEDED 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH 7. FERTILIZING, PR I PRUNING AND WEEDING AND MAINTAINING TURF AREAS 8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS 9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE USE 10. T 0 E OF A IMING DEVISE TOR N ALL IRRIGATION /BATTERY BACKUP) 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER ALLOWANCE) 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE" 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER ALLOWANCE) SCALE: 1' = 20' ADDITIONAL NOTES 1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2, NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. 1, SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE POSTS AND EXTEND IT INTO THE TRENCH. �j COARSE AGGREGATE FILTER FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BYASOILS ENGINEER SECTION A -A 2. STAPLE EXTRA STRENGTH SILT FENCE TO THE POSTS. POSTS ARE TO BE SPACED CLOSER THAN STANDARD PRE - MANUFACTURED SILT FENCE PRODUCTS. 6 IN (15 CM) 4. BACKFILLAAND COMPACT THE EXCAVATED SOIL. FILTER FABRIC SILT FENCE DETAIL NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND ORIGINAL CHANNELIZE RUNOFF TO SEDIMENT GRADE TRAPPING DEVICE DITCH A / � __-/ O 0 CONSTRUCTION ENTRANCE DETAIL GRAVEL BAGS OVERLAP .0` W -- \ RUNOFF WITH ENDS OVERLAPPED \ INLET PROTECTION TWO LAYERS OF GRAVEL BAGS RUNOFF TWO LAYERS OF GRAVEL BAGS / WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY GRAVEL BAG DETAIL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK O 0 utSwNtu rsr: urcvwn �sr: ui ENGINEERING DIVISION A PR WIDTH AS REQUIRED O Z DRAWING NO. TO ACCOMODATE KAH BMA ANTICIPATED TRAFFIC U O DATE PLANS PREPARED UNDER SUPERVISION OF DATE: I��?0 R.C.E. NO.: 71651 BRIA .ARDOLIN� EXP.: 12 -31 -19 R COMM NDED: APP � / J SSE OWENS OPHER L. MAGDOSKU � CITY NG EER LS 18 _ -t� DATE DATE GRADING PLAN FOR: 653 CAMINO EL DORADO JEFFREY AND SHANNA JOHNSON APN: 258 -141 -12 CASE NO: N/A 1 3814 -G Ix LL PUBLIC WORKS A/A A 19' RADIUS V MI R OLINO DATE j I `/ p �D l ` PLANNING 50' MIN - CONSTRUCTION ENTRANCE DETAIL GRAVEL BAGS OVERLAP .0` W -- \ RUNOFF WITH ENDS OVERLAPPED \ INLET PROTECTION TWO LAYERS OF GRAVEL BAGS RUNOFF TWO LAYERS OF GRAVEL BAGS / WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY GRAVEL BAG DETAIL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS utSwNtu rsr: urcvwn �sr: cHtcrctu BY: ENGINEERING DIVISION A PR V L CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BMA KAH BMA DESCRIPTION; RIM OF SEWER MANHOLE LOCATION: STATION 9 +25.00 RECORD FROM: CITY OF ENCINITAS IMPROVEMENT PLANS FOR CAMINO ELDORADO, INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: I��?0 R.C.E. NO.: 71651 BRIA .ARDOLIN� EXP.: 12 -31 -19 R COMM NDED: APP � / J SSE OWENS OPHER L. MAGDOSKU � CITY NG EER LS 18 _ -t� DATE DATE GRADING PLAN FOR: 653 CAMINO EL DORADO JEFFREY AND SHANNA JOHNSON APN: 258 -141 -12 CASE NO: N/A 1 3814 -G PUBLIC WORKS A/A - R OLINO DATE j I `/ p �D l ` PLANNING A - REVIEWER DRAWING NO. 0006 -SI ES, CS 196 SHEET OF 11 ELEVATION: 310.15 DATUM: NAVD88 NGINEER DATE INSPECTOR SHEET 3 OF 3 PLSA 2869