Loading...
2014-12186 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 IN 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. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM 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. GENERAL NOTES 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 TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED LANDSCAPE AND DRIVEWAY IMPROVEMENTS' PREPARED BY GM DATED JANUARY 28, 2015, PROJECT#12186 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS 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- ESTABUSHED 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 PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE MIN THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CAVING (760) 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 GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. IM 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. 12 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. 13. THE CONTRACTOR MALL 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 GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. 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 MICH THE FILL IS TO BE PLACED. AN VI Si REMOVED 0 SUITABLE FIRM NATURAL GROUND. THE EXPOSED LOOSE FILL D ALLUVIAL SOILS ALL BE EM T 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. 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 BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE 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. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE STE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT 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 DISW401 OF ANY SUCH MATERIAL 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE 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 REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT PETERSON AT ( 51 255 -4175 . 24 HOURS A DAY. 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 OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES 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 RESTORE 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 THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 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 01HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROWING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DIS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE 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. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING 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. 4. 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 WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ONSITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SIZE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL 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 HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 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 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 12rc986 Sr 9,142 5F IMPERVIOUS AREA AFTER CONSTRUCTION: 16;435 -6F 11,361 SF INCREASE IN IMPERVIOUS AREA: *30 2,21q.SF IMPERVIOUS AREA REPLACED: 5,5555 z, **OSF Construction Testing & Engineering, Inc. CTEInspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying • 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 - 4955 Fax: (760) 746 - 9806 FIELD DIVISION OWNER JASON AND LAURA LAYTON 1264 RANCHO ENCINITAS DRIVE ENCINITAS, CALIFORNIA SITE ADDRESS 1264 RANCHO ENCINITAS DRIVE, ENCINITAS, CALIFORNIA APN: 264 - 161 -15 -00 LEGAL DESCRIPTION LOT 14. MAP 9051 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNALO � DATE: _f S LAURA TRUSTEE OF LAURA LAYTON LIVING TRUST CALLE BARCELONA GRADING PLAN F� OLIVENHAIN RD SITE J LSE J m it ii z Fy .r cEL \�J\ n � NORTf 9f °6 VICINITY MAP NO SCALE I, PAA) Ally A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON _ AND FOR AN UPDATE ON . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 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 PLANS AND SPECIFICADONS. SIGNED: - T RCE NO.: EXP. DATE: JOB f. I0- tws*0G CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD, SUITE 115, ESCONDIDO, CA 92026 (760) 746 -4955 STATEMENT OF ENGINEER OF WORK 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 PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR 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 ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISI G OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: O ;O I S MELLOR LANDY, R.C.E. 81085 CONSTRUCTION TESTING AND ENGINEERING 1441 MONTIEL ROAD, SUITE 115 (760) 746 -4955 (760) 746 -9806 FAX EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 0.71 H : 1.0 V MAXIMUM VERTICAL DEPTH OF CUT = 5' BUILT - CU VERTICAL DEPTH OF FILL = WT = 4� C.Y. FILL = 94 C.Y. 0 EXPORT = -8.51 C.Y. REMEDIAL = PER SOILS REPORT RECOMMENDATION '� I Y.RA?9# DATE STANDARD g10RETewrI014 15� No.0081085 FFCONSTRUCTED AND New INteRviouS AvxAs: 6,849SF ' l7(P.09/30/15 Saluaee F00r4&E IZE&VI"D t0R.5109UTe4T10r4: 6, 841 S.F. x 0.04 = 245 S,r-. 9�OFCA�� PLANNING AND BUILDING PARKS AND RECREATION O.M.W.D. I ENCINITAS FIRE DEPARTMENT ON DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING DESIGNED aY DRAWN aY CHECKLD er. ENGINEERING DIVISION APPROVALS SZi IA plc SIGN DATE SIGN iTi�ltbl? S i �- 2A _ DATE �) 24 1 5 SIGN DATE I SIGN DATE %ION DATE ON w mz N U w? ?U� � O U zo wz w0 ZUmo zwrn w�Jo aWo zj ~Ng N C LL zap �Wv UF(6 �Oo Ngm a 0 Pa DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING DESIGNED aY DRAWN aY CHECKLD er. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT f DRAWING NO. iTi�ltbl? S i �- 2A _ _ �) 24 1 5 DESCRIPTION: RANCHO ESMERADO LOCATION :LAL33'03'49.94" LONG: 11773'27.79" RECORD FROM: BM N0. 1009 ELEVATION: 299.239 DATUM: NAVD88 PLANS PREPARED UNDER SUPERVISION OF DAIS: 11/18 14 R.C.E. NO.: 81085 LLOR LANDY EXP.: 9 30 4� RECOMMENDED: GkO PP ED: �' M MASIH MAHER GLENN PRMM, DIR. OF PUBLIC WORKS 51 Ze/ Ls 6�/�/� DATE DATE GRADING PLAN FOR. 1264 RANCHO ENCINITAS DR. JASON AND LAURA LAYTON APN:264- 161 -15-00 PLANNING CASE NO: NA �± 12186 -V REVISEP SHFfT a btA r AS BUILT • $ V SHEET 1 OF 3 w mz N U w? ?U� � O U zo wz w0 ZUmo zwrn w�Jo aWo zj ~Ng N C LL zap �Wv UF(6 �Oo Ngm a 0 Pa a_ a r, M LO N LO 3 d a i N J 3 i U C a d rr 0 -5, 0 J U 0 v N N C) N 0 J s i FD 2"X24' IP WITH DISC MARKED R.C.E. 9647 PER TM 3494 -1, MAP NO. 9051 TO BE PROTECTS IN PLACE 32200 TW 316,90 BW PROP. WALL PER SD STD DWG C -4---,.,, & C -8 EXISTING IMPERVIOUS CONCRETE DE MUMIS EFFECT ON STORM WATER QUALITY PERVIOUS PAVERS EX. RETAINING WALL TO BE REMOVED AREA TO BE REGRADED AND RESTORED TO 'PRE - CONSTRUCTION' NATURAL CONTOURS PER GEOTECHNICAL REPORT. FD 2'X24' IP WITH DISC - MARKED R.C.E. 9647 PER TM 3494 -1, MAP NO. 9051 TO BE PROTECTED IN PLACE VOID. PLEASE s66 sWe"E•T 2A. ( = 314.00) 264EXISTING API; - E 161 -15 -QO n� A- 290 i _-PROP 101 285 _,�f2, / 2&5.0 PROVIDE kftHEt6HT EAR B / BERM FDR TION _ S E A IS SHIN 28 / ' \ �L 2>0 315 ' j $14.00 FS (A'kCl PAVEMENT 2 6 FS PAD z � 305 FD 2'X24' IP WITH DISC MARKED R.C.E. 9647 PER TM 3494 -1, MAP NO. 9051 TO BE PROTECTED IN PLACE PROP. WALL PER SO STD DWG C -4 & C -8 ,Q .�=n / - ti / 9p 80 � �e=Q1• '0T IST W L R- FD - 4- IP WITH DISC ED R. 9647 PER 3494 -1, MAP NO. 9051 15 00'E TO BE PROTECTED IN PLACE S 92.85 -- EXISTING SEWER LATERAL, PROTECT N IN PLACE FD STREET SURVEY MONUMENT _ R.C.E. 9647 PER , MAP _ -- N0. 9051 TO BE E PROTECTED IN PLACE ENCINITAS D RAND Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 - 4955 Fax: (760) 746 - 9806 UNDOCUMEN FILL TO BE EXCAVATED AND LACED PER SOILS ENGINEER RECOMMENDATIONS - EXISTING AC DRIVEWAY ELECTRICAL PROTECT IN PLACE EXISTING 12- PVC SO PIPE N0. DESCRIPTION APPROVED DATE BENCHMARK VOID FD I i t H T AA,A6 q %4 1 S DESCRIPTION: RANCHO ESMERADO LOCA770N: LA T. 33'03'49.94" LONG. 1171327.79" RECORD FROM: BM NO. 1009 ELEVATION: 299.239 DATUM: NAVD88 SCALE PLANNING lo = 20' 1 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLAN71NG SUITABLE RETEN77ON AREA SHALL BE / FOR WELL DRAINED SOIL LEVEL AND DEPRESSED A // / APPROVED GRATE INLET MINIMUM OF 6" FROM THE\ I �►p SURROUNDING GRADE � 1� j4�, /2 -3" HARDWOOD MULCH 12" MIN. ** SEE NOTE BELOW 8 -12" 'PVC_ PIPE RISER 24' MIN. ENGINEERED SOIL *SEE N07E BELOW 2 -3" OF 318" GRAVEL - 2 -3" COVER OVER PIPE 3/4" CRUSHED ROCK " a. 4" PERFORATED PVC PIPE TIE 4- PERFORATED PVC TIE 4 -6" PVC PIPE TO 'PLACE PIPE WITH PERFORATIONS PIPE INTO RISER STORMDRAIN SYSTEM ATTHEINVERT* *BIORETEN710N 'ENGINEERED SOIL'LAYER SHALL BE MINIMUM 24 °DEEP 'SANDY LOAM'SOIL MIX W714 NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. * *314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRA71ON AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCIN STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETE N BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BI0RE7ENTI0N BASINS SHALL BE EXCAVATED AND USED AS DESILITNG B S DURING CONSIRUC71ON. THE SILT SHALL BE COMPLE7ELY REMOVED AND 7HE BIORE7ENTION BASINS C TED ONCE FINAL 517E STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL DETAIL A — BIORE TION DETAIL CONSTRUCTION NOT 1D CONSTRUCT 4- PVC STORM DR PIPE (SDR -35) OR APPROVED EQUAL © AREA DRAIN OR APPR EQUAL 03 12 "X 12' BO LET ® CON CT PERVIOUS PAVERS PER CITY OF ENCINITAS STANDARDS NOT USED 18 X18" CATCH BASIN PER D -8 O C UCT CONCRETE DRAINAGE DITCH PER SDRSD STD. D -75 ® CONSTRUC TAINING WALL PER CITY OF ENCINITAS STANDARD DWG. C -4 & C -8 (UNDER SEPARATE PERMIT) AN EASEMENT GRANTED TO EUGENE HIRSCHKOFF AND BARBARA S. HIRSCHKOFF FOR PERPETUAL PRIVATE DRAINAGE AND RIGHT OF WAY PER OCTOBER 30, 1996 AS INSTRUMENT NO. 1996 - 0548420 OF OFFICIAL RECORDS. FD 2 -X24' IP WITH DISC MARKED R.C.E. 9647 PER TM 3494 -1, MAP NO. 9051 TO BE PROTECTED IN PLACE CONIC CURB FD STREET SURVEY MONUMENT R.C.E. 9647 PER TM 3494 -1, MAP NO. 9051 TO BE PROTECTED IN PLACE RIGHT OF WAY �S h: GRAPHIC SCALE 20 n 1 inch = 20 ft GRADING PLAN SITE ADDRESS 1264 RANCHO ENCINITAS DRIVE ENCINITAS, CA ASSESSOR'S PARCEL NUMBER 264 - 161 -15-00 SOURCE OF TOPOGRAPHY BY: CONSTRUCTION, TESTING AND ENGINEERING 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA. 92026 (760) 746 -4955 DATE SURVEYED: OCTOBER 3, 2014 LEGEND OF.SMBOLS Y LIN Z >EX.N MAJOR 40 4 MINOR EX. WALL TO BE REMOVED U�? EX. BUILDING ? U FW- U PROP. CONTOUR LINE —ISO PROP DRAINAGE FLOW LZ PROP. RETAINING WALL a EXISTING CONCRETE PROP. LANDSCAPE O PERVIOUS PAVERS (4,776 S.F.) AREA TO BE REGRADED DOWNSPOUT DAYLIGHT 12* SURROUNDING EARTHEN BERM RE7ENI7ON 12' 0 STAND PIPE FOR OVERFLOW W /APPROVED GRATE INLET r• r•. �r•v r t. r o ��a � °zx °;Y� rr a r ti a DESIGNED BY: DRAK?J N eY. CHECKED BY• ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: )QC) APP VED: DATE: 03112115 iZ R.C.E. NO.: 81085 MASIH MAHER GLENN PRUIM, DIR. OF PUBLIC WORKS lls- MELLOR NDY EXP.: 9 30 15 5/2 DS DATE NTS lli$idi3 NTS NM1G Wi 6' PVC STORMORAIN PIPE 28,68 /E HARDMt70D MULCH CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLAN FOR: 1264 RANCHO ENCINITAS DR. JASON AND LAURA LAYTON APN:264- 161 -15 -00 CASE NO: NA OF 3/8' GRAVEL Uj W Z N U U�? �l R ? U FW- U Q� �7Yy� a � �" v�'�� h� <� LZ o.CO81OB5 Z U o • EXP. 30/1 • Z W T CIVIL 0 cD �OFCA1� ¢ w o ZD� {- X DRAWING NO. U o u- z Ln 0 a _j 12186 -G = Z �0Om zv .. SHEET 2 OF 3 ° V a r r •r• r rr r r ONO �wwpqw_A 11 Elm EXISTING POOL �•� a 314.00 FS �,r� ♦�..��� %���r�w A15 TG,e r r "a- • � . , , ® /''r- a �� �: �•...5 rC!�i�i +i!• �� SE ', •� dl,� ,� j °t _I � r r• ►�i7, � ��sA�yt,�v`y�i��9 ILA e ,, • .. r . IQ : r 4�w w1�6���4� I� pla +��� °�''•I , 14 + -vr - -- © .. ,,,1111.1 „tit !.e1 >�e� ►,���� ►, ! ��•��� -/ ILJI /11//iIII1I1Ii II I�L•.��� 9�'���\ © ��s�l.Ii•.�••• .f�0 w���MA���CC�9�i�i��C�� ?y��4Q��1!! �I ' ���! ��i�A�'«` ��4rA�����5��������O,G�i ± ?�i��t �►i��C9���i'1����V�����is `E I © �� ; �jQEaa�'�r�n�`�; ���6 3���'�s0����1�'►'��� ♦'�,��� I I r • �i���9"�r��'�'� ��� ���0%'!��:����i�! I . �� * * � � • � � c r' Thy _'�p"►���ss �O��O��i �s��ti��`''�p�l�?►a�i �!+ ���iGC���i���?" 9����Os +L�.�4!s!0+�.,�.•*j3•�1,� %!, I'° ��i, , © �� a- i��' ����������G�o����p�O��i� .��!��ji^5►���� *�' � +�'v L�u��"�9? ����i•����1���� +�i� `! tl �, ., © n y�o�0►A.��p�y_p �� S.et ►�a..►,.,s�s�+�it?sT'� ?�l�c °ate• �..,�I I �11 ^ _.� r 9 i ii► v' �9sG��������C�w�C������i������� .�ois�j�r�0o�� �• 1 ! �� _ PAVERS ON r AREA O - l., .. �♦ !, \i..� �:r�����,f��i i��°s'i'o� +ITV � � v I �! 1 °• - , t t �,p���p��f'���1 „ice I ♦ +��i� BISio•+�' �i,� UNDOCUMENTED FILL TO . + EXCAVATED r •REPLACED ENGINEER I� • • MENDATIONS AC DRIVEWAY II io tst DEMOLISHED 6 "X16" PCC FLUSH CURB OR DEEPENED G -1 CURB VOID FILLER - 118” TO 318" (NO. 8) APPROVED PERVIOUS AGGREGATE IN VOIDS BEDDING COURSE - 2" THICK OF 118" TO 318" (NO. 8) AGGREGATE CHOKER COURSE - 4" THICK OF 318" TO 112" (NO. 57) CRUSHED ROCK MIN. 6" THICK OF 314" (NO. 2) CRUSHED ROCK SOIL SUBGRADE NOTES: -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED DETAIL E PERVIOUS PAVER DRIVEWAY I GRADING PLAN SITE ADDRESS 1264 RANCHO ENCINITAS DRIVE ENCINITAS, CA ASSESSOR'S PARCEL NUMBER 264 - 161 -15 -00 r w SOURCE OF TOPOGRAPHY A D RESTORED 'PRE BY: CONSTRUCTION, TESTING AND ENGINEERING U 04 Z 1441 MONTIEL ROAD, SUITE 115 O ; 29 / ESCONDIDO, CA. 92026 (760) 746 -4955 v DATE SURVEYED: OCTOBER 3, 2014 LEGEND OF SYMBOLS � 28 EX. PROPERTY LINE -- EX. CONTOUR MAJOR -140 EX. CONTOUR MINOR PER GEOTECHNICAL EX. WALL TO BE REMOVED w w m EX. BUILDING ,' PROP. CONTOUR LINE ---150 PROP. DRAINAGE FLOW - —► PROP. RETAINING WALL REPORT.? KEYSTONE WALL DRAWING NO. PROPOSED CONCRETE ® a ® a EXISTING CONCRETE > 16' (TIP) > 6 "X16" PCC 6" TRAFFIC RATED 6" CURB PER MATCH > FLUSH CURB CONCRETE SDRSD G -1 SURFACE 2% SLOPE F I > -111 III IIII — — — I— iii— ��� —!!! , _• — > - - R 12" SUBGRADE 6" CLASS II BASE > COMPACED TO 95% > SECTION C -C PROP. LANDSCAPE O PROP. DRY COBBLE RIVER BED PERVIOUS PAVERS (3,100 S.F.) AREA TO BE REGRADED AREA TO BE REGRADED 251.54 NS DOWNSPOUT EX. RETAINING WALL Uy� = �,{ / l'o(� �I CONCRETE DRIVEWAY AND PARKING DAYLIGHT TO BE REMOVED ® F >' ROD IRON FENCE AREA TO BE REGRADED TING ELECTRICAL N 16' (TYP) CITY OF ENCINITAS BEDDING COURSE VOID FILLER APPROVED PAVER (3" STING NG 6 "X16" PCC FLUSH CURB THICK MIN.) SUR 1% SLOPE FACE MATCH EXI T SLOPE .I III - III -III III- III -II - - -_- — — = CHOKER COURSE 6" 3/4" CRUSHED ROCK LAYER 6 " CURB PER e DEEP SDRSD G -1 DEEPENED UPPER 12" OF SOIL SUBGRADE TO BE *NOTE: SEE DETAIL E FOR MATERIAL COMPACTED TO 95% PROPERTIES ` -- ` __/-EXISTING GRADE p� K �a1N�,vr -- C am' . D c�%1s�UC,s. CRETE 1,1 07, SECTION D -D I - -- APPROX LOCATION OF1�L - A CURB 00' FD 2 "X24' IP WITH DISC PERVIOUS PAVER DRIVEWAY a BENCHING SEE GEOTECHNICAL REPORT — — c� CC CU P MATCH EXISTING yc SECTI0 4 IS" 1 1� L- ' TM MARKED 3494 -1, MAP6NO. 9051 SCALE: 1 " =2' L — — —` � TO BE PROTECTED IN PLACE by 50 6 'n x0 O � Ox Ox x a# t4P 01 7- CURB \ -- -- - RLyy__ - 284 - EXISTING SURFACE 284 N SLOPE REPAIR - CROSS SECTION A -A FD 2'x24' IP WITH DISC -7 -C 2,O \ -- 279.45 TW kp PRECAST WINGWALL NTS MARKED R.C.E. 9647 PER a CURB ♦ 280.01 FG _ TM 3494 -1, MAP N0. 9051 " 92.85 CON, 280 6 '�DRKmRMIN RiS6R /�go�y r1= L 1 1 TO BE PROTECTED IN PLACE g N82. 5'00 E —EXIST GO DE_ FOR 6,V"PfI L✓ r � ° T FROM 12' FD STREET SURVEY MONUMENT - - L R.C.E. 9647 PER TM 3494 -1, MAP 3" HARD �� �: 1 280 _ 276.96 FL` +' EXISTING SEWER ' T01 WIDTH _ �pOD -- — NO. 9051 TO BE PROTECTED IN HEADWALL PER pVC PLACE SDRSD D -32 -3771- F -FGA N LATERAL, PROTECT N RMIt' pRIVI CQ 13 ouTS.rT 1 % " ���i IN PLACE _ 276 273.42 IE L -17 i i� \i i i ii i 3" OF 3/8" GRAVEL 276 v - FD STREET SURVEY MONUMENT - /� / \\ / \/\ / " OF 3/4" CRUSHED ROCK R.C.E. 9647 PER TM 3494 -1, MAP _ - -- - RIP -RAP _ o NO. 9051 TO BE PROTECTED IN — R 273.57 IE I'M R87 U PLACE -`\ �' \ 272 SOLID PVC _ ii 0 ENCINIT AS RIGHT OF WAY N NCH 270 PIPE CRUSH D ROCK PVC PIPORATED.,• 272 - - - -- 5 1 1 2 Ileo-- 0 Construction Testing & Engineering, Inc. GRAPHIC SCALE SECTION B -B Inspection I Testing I Geotechnical Environmental & Construction Engineering I Civil Engineering I Surveying 1 �[ 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 - 4955 Fax: (760) 746 - 9806 20 o 10 20 40 so SCALE: VERT 10' HORIZONTAL 1 " =" =10' i v ° 1 inch = 20 ft. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING DESIGNED BY.' DRAWN BY. I CHECKED BY.. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT © DOW stI zA • 4 u rg DESCRIPTION: RANCHO ESMERADO PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3 Q APPROVED: GRADING PLAN FOR: 1264 RANCHO ENCINITAS DR. rn 'AS BUILT SHEET si. d.R LOCA710N: LAL• 33'03'49.94" 1' = 20' DATE: 09/�9� �AA. M ��,,, JASON 64 RANCHO ENCINITAS IT AS DR AS QUILT LONG. 117'1327.79" RECORD FROM: BY NO. 1009 R.C.E. NO.: 81085 ELEVATION: 299.239 MASIH MAHER GLENN PRUIM, DIR. OF PUBLIC WORKS i DATUM: NA, VD88 ME R LANDY EXP.: 91,30117 9 24 APN:264- 161 -15 -00 DATE DATE PLANNING CASE NO: NA 0 r w A D RESTORED 'PRE U 04 Z O ; 29 / NOTE. ALL FREE 5[ANIDING BLOCK WALL �OFESS/ v TO - CONSTRUCTION' NATURAL CONTOURS "�� � u � 28 :' I 'tiA T ` ARE VNDER 3d w HEIGHT AND HAVE TO HELP STOP ANY OVERFLOW z0o No.0081085 PER GEOTECHNICAL EXP.09/30/17 * w w m ,' ydtTTLE (D F REPORT.? H � X F o Z Of O J DRAWING NO. n 12186 -G U w � D z o �gco Zv ° 1 a SHEET 2A OF 3 FD 2 "X24" IP WITH DISC MARKED R.C.E. 9647 PER TM 3494 -1, MAP NO. 9051 PROTECT IN PLACE TO BE PROTECTED IN PLACE �i 28035' <TG � 8 EXISTING 12' PVC SD PIPE / PRA 31D Q. FTC _ IE — ; r�/ 11 61 I A° D/jq/I✓UNE FROM g4GK NEJGHDbR y B ON�R \��277. RETrrNS/oN PoND CD W TRAFFIC R PROPOSED PAD DETAIL � " • 8 � -S80- AN EASEMENT GRANTED TO EUGENE HIRSCHKOFF AND BARBARA S. PROPOSED RETAINING WALL BOTTOM OF WALL PER PLAN ;, x,' -- - -- HIRSCHKOFF FOR PERPETUAL PRIVATE DRAINAGE AND RIGHT OF WAY q" B101t&T�BT w � C _ PER OCTOBER 30, 19 96 AS INSTRUMENT NO 1996 - 0548420 OF EXISTING WALL -ro HEAj)%%1 `L — - - OFFICIAL RECORDS. — — _ ` TO BE REMOVED WI 2,*4' OVER PLOW TO GURS L 18' MO FROM HEAD✓ 'G�o � IVEW�kY- Hc' FREE $TRNDING QLocK WR/-L \ SLOPE REPAIR — — — , 'Ib OV R FLUB✓ j Xs' FREE STkNDING pLOGk WALI- I – – – 16' (TYP) CITY OF ENCINITAS BEDDING COURSE VOID FILLER APPROVED PAVER (3" STING NG 6 "X16" PCC FLUSH CURB THICK MIN.) SUR 1% SLOPE FACE MATCH EXI T SLOPE .I III - III -III III- III -II - - -_- — — = CHOKER COURSE 6" 3/4" CRUSHED ROCK LAYER 6 " CURB PER e DEEP SDRSD G -1 DEEPENED UPPER 12" OF SOIL SUBGRADE TO BE *NOTE: SEE DETAIL E FOR MATERIAL COMPACTED TO 95% PROPERTIES ` -- ` __/-EXISTING GRADE p� K �a1N�,vr -- C am' . D c�%1s�UC,s. CRETE 1,1 07, SECTION D -D I - -- APPROX LOCATION OF1�L - A CURB 00' FD 2 "X24' IP WITH DISC PERVIOUS PAVER DRIVEWAY a BENCHING SEE GEOTECHNICAL REPORT — — c� CC CU P MATCH EXISTING yc SECTI0 4 IS" 1 1� L- ' TM MARKED 3494 -1, MAP6NO. 9051 SCALE: 1 " =2' L — — —` � TO BE PROTECTED IN PLACE by 50 6 'n x0 O � Ox Ox x a# t4P 01 7- CURB \ -- -- - RLyy__ - 284 - EXISTING SURFACE 284 N SLOPE REPAIR - CROSS SECTION A -A FD 2'x24' IP WITH DISC -7 -C 2,O \ -- 279.45 TW kp PRECAST WINGWALL NTS MARKED R.C.E. 9647 PER a CURB ♦ 280.01 FG _ TM 3494 -1, MAP N0. 9051 " 92.85 CON, 280 6 '�DRKmRMIN RiS6R /�go�y r1= L 1 1 TO BE PROTECTED IN PLACE g N82. 5'00 E —EXIST GO DE_ FOR 6,V"PfI L✓ r � ° T FROM 12' FD STREET SURVEY MONUMENT - - L R.C.E. 9647 PER TM 3494 -1, MAP 3" HARD �� �: 1 280 _ 276.96 FL` +' EXISTING SEWER ' T01 WIDTH _ �pOD -- — NO. 9051 TO BE PROTECTED IN HEADWALL PER pVC PLACE SDRSD D -32 -3771- F -FGA N LATERAL, PROTECT N RMIt' pRIVI CQ 13 ouTS.rT 1 % " ���i IN PLACE _ 276 273.42 IE L -17 i i� \i i i ii i 3" OF 3/8" GRAVEL 276 v - FD STREET SURVEY MONUMENT - /� / \\ / \/\ / " OF 3/4" CRUSHED ROCK R.C.E. 9647 PER TM 3494 -1, MAP _ - -- - RIP -RAP _ o NO. 9051 TO BE PROTECTED IN — R 273.57 IE I'M R87 U PLACE -`\ �' \ 272 SOLID PVC _ ii 0 ENCINIT AS RIGHT OF WAY N NCH 270 PIPE CRUSH D ROCK PVC PIPORATED.,• 272 - - - -- 5 1 1 2 Ileo-- 0 Construction Testing & Engineering, Inc. GRAPHIC SCALE SECTION B -B Inspection I Testing I Geotechnical Environmental & Construction Engineering I Civil Engineering I Surveying 1 �[ 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 - 4955 Fax: (760) 746 - 9806 20 o 10 20 40 so SCALE: VERT 10' HORIZONTAL 1 " =" =10' i v ° 1 inch = 20 ft. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING DESIGNED BY.' DRAWN BY. I CHECKED BY.. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT © DOW stI zA • 4 u rg DESCRIPTION: RANCHO ESMERADO PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3 Q APPROVED: GRADING PLAN FOR: 1264 RANCHO ENCINITAS DR. rn 'AS BUILT SHEET si. d.R LOCA710N: LAL• 33'03'49.94" 1' = 20' DATE: 09/�9� �AA. M ��,,, JASON 64 RANCHO ENCINITAS IT AS DR AS QUILT LONG. 117'1327.79" RECORD FROM: BY NO. 1009 R.C.E. NO.: 81085 ELEVATION: 299.239 MASIH MAHER GLENN PRUIM, DIR. OF PUBLIC WORKS i DATUM: NA, VD88 ME R LANDY EXP.: 91,30117 9 24 APN:264- 161 -15 -00 DATE DATE PLANNING CASE NO: NA 0 r w 1z U 04 Z rn Z Q W �OFESS/ v 43 R R. Z 1� wZ�. z0o No.0081085 z rn EXP.09/30/17 * w w m OFCAI \E (D F H � X F o Z Of O J DRAWING NO. 12186 -G U w � D z o �gco Zv ° 1 a SHEET 2A OF 3 11:1;I r1:9 <Y'v Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying ® 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 - 4955 Fax: (760) 746 - 9806 NO.1 DESCRIPTION WSW SW r a IL aA aMvlsro 9Wr a L %A - - -• • BENCHMARK DESCRIPTION: _RANCHO ESMERADO LOCATION: LAT: 33'03'49.94" LONG: 117'13'27.79" RECORD FROM: BM N0. 1009 ELEVATION: 299.239 DATUM: NAVD88 i ,s s SCALE 1 " =20' EROSION CONTROL PLAN STORMWATER MANAGEMENT NOTES 1. DURING THE RAINY SEASON FROM OCTOBER 1ST TO APRIL 30TH THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED WITHIN 48 HOURS OF A PREDICTED RAIN. 2. 125% OF ALL NEEDED BMP MATERIALS SHALL BE STORED ONSITE YEAR —ROUND TO ALLOW FULL DEPLOYMENT AND INSTALLATION WITHIN 48 HOURS OF A PREDICTED RAIN. 3. THE PROPERTY OWNER SHALL COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMPs THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT ONSITE EROSION AND TO PREVENT DISCHARGES OF POLLUTANTS FROM LEAVING THE SITE. MAINTENANCE OF BMPs IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPs MAY RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN DIEGO OR OTHERS. IF INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. 4. PERIMETER SEDIMENT CONTROL BMPs SHALL BE INSTALLED IMMEDIATELY AFTER THE AREA TO BE GRADED IS BRUSHED OR CLEARED, BUT PRIOR TO THE START OF GRADING OPERATIONS. 5. EROSION CONTROL BMPs USED FOR SLOPE STABILIZATION SHALL BE INSTALLED AS SOON AS THE FINISHED SLOPES ARE COMPLETE. 6. A PERIMETER BMP INSPECTION IS REQUIRED ON THE FIRST DAY OF GRADING. BMP LEGEND TEMPORARY RUNOFF CONTROL BMPs SS -4 HYDROSEEDING (SUMMER) SS -10 ENERGY DISSIPATOR RM SC -1 SILT FENCE SC -6 SC-8 GRAVEL OR SAND BAGS FS—C---7-1 STREET SWEEPING AND VACUUMING SC -10 STORM DRAIN INLET PROTECTION DESIL11NG BASIN NOTE BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL COPIC CURB � »I NCHD ENCINITAS �K W RA mZ N U � Z �OFESS/ �— R . oR ` � o GRAPHIC SCALE �;� W Z 20 0 10 20 40 80 9 N0.COB1085 Z o o " EXP.09 /30/1 • z w rn `Pl Civil- 13 v 1 OF Z " 1 inch = 20 ft. 0 t= °m z =) DESIGNED BY: DRAWN BY: CHECKED BY: PLANNING N ML ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. W o u- PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: ko APP Ol/E . GRADING PLAN FOR: Z v j 1264 RANCHO ENCINITAS DR. � W DATE: 03/12/15 JASON AND LAURA LAYTON 121H6 -G D Z I MASIH MAHER GLENN PRUIM, DIR. OF PUBLIC WORKS o: O o R.C.E. NO.: 81085 � M m �1 1 MELLOR LANDY APN:264- 161 -15 -00 Z C EXP.: 9/30/4.4 DATE —� DATE PLANNING CASE N0: NA SHEET 3 OF 3 V a