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2017-13418 G (Plans) (2)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL - Id EXISTING BMP NOTES RELATIVE TO CONSTRUCTION OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT GLENN AT EXISTING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC (619) 987 - 7768, 24 HOURS A DAY. ACTIVITIES RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WATER SERVICE WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE CONCRETE WASHOUT: THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE RETAINING ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO DRAINAGE NOTE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVAL OF THE ENGINEERING INSPECTOR. CONSTRUCTION SITE ACCESS: APPROVED DRAINAGE FACILITY. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL UTILITY NOTE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES CONSTRUCTION VEHICLES: AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED GRADING NOTES OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE OR ARE POTENTIALLY UNSAFE . GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. PRIOR TO ANY REQUEST FOR INSPECTION. PLAN SHALL BE INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST 2. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. INVESTIGATION SIDONIA RESIDENTIAL PROJECT ", PREPARED BY GEOTECHNICAL EXPLORATION, INC., DATED MAY 22, 2015, SHALL BE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SPECIFICATIONS CONTAINED IN SAID REPORT. AFTER EkCH RAINFALL. UNNECESSARILY; THEY HELP DECREASE EROSION. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION STORMWATER POLLUTION CONTROL POST IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL WITH IMPROVEMENT PLANS. CONSTRUCTION /vr►� r���r CONSTRUCTION BMP NOTES BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. /IMP Gi.7 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL GRADING ACTIVITIES ARE COMPLETE. DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS EXISTING PRIOR TO GRADING. AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH ON -SITE CONSTRUCTION MATERIAL STORAGE MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FACILITIES AND/OR TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, STANDARDS, LAWS AND REGULATIONS. THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTTED BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT CITY RECOGNIZED HOLIDAYS. IMP /BMP. BARRIER AROUND THE PERIMETER AT ALL TIMES. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP AREA TRAINING: MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: /BMP OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR SHALL HALL B BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ALTERED WITHOUT A PERMIT FROM THE CITY. OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. WASTE MANAGEMENT: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE AND RE WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR OPERATION. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. UNDER PERMIT a". HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE -G WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED ANY TRASH MATERIAL. ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE THROUGH A CITY- APPROVED HYbROCARBON FILTER AND DISCHARGED INTO THE PUBLIC EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION SAN DIEG UITO WATER DISTRICT NOTES HAZARDOUS AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE WASTE HOTLIINENTOLLPFREE AT (00)) 195. FORLINFORMATION ON LANDFILLS ACCEPTABLE FOR THEIR INTENDED USE. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE COMMITTEE (WASC). RECYCLING RECEPTACLES AROUND THE SITE. SHALL CONTROL SURFACE WATER AND AVOID DAMAGE LL TAKE REMEDIAL ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN BEEN INSTALLED. LIMITS OF THIS PROJECT. INLETS ON PERVIOUS SURFACES. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO OF ENCINITAS AT (760) 633 -2770. OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST NOTIFICATIONS WITH SPECIFICATIONS. MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO STANDARDS AT THE OWNER'S EXPENSE. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SERVICES. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND AND SAN DIEGO GAS AND ELECTRIC VAULTS. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF GRADING ORDINANCE. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER COMMENCEMENT OF WORK: TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. A. SEWERS - CSD - (760)- 633 -2770 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL B. GAS & ELECTRIC - SDGE - (76C)- 438 -6200 BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE D. TELEPHONE - SBC BELL - (760) -489 -3411 A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL E. CABLE TV - COX COMMUNICATIONS - (760) -806 -9809 X -2233 APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS MATERIELS TO BE NO -LEAD BRASS PARTS. ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR MATERIAL. g_ ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. THE URBAN FOREST TREES LOCATED IMPERVIO US AREA PHONE: OANDPREMOVAL. WITHOUT BENEFIT OF INSPECTION STREET R GHT- OFNWAYM ON CITY THIN CITY BE SUBJECT TO REJECTION EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED 0 WNER/PERMITTEE SITE ADDRESS SCOTT L. GLENN 1022 SIDONIA STREET 1489 CASCADIA LANE ENCINITAS, CA 92024 ENCINITAS, CA 92024 APN: 256- 232 -24 619- 987 -7768 LEGAL DESCRIPTION A PORTION OF LOT 28 OF PASSIFLORA ACRES, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 2355, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON SEPTEMBER 27, 1946. 0 WNERS 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. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMEN lo� SIGNATURE: -- --------- - - - - -- DATE:---17-------- SCOTT L. GLENN SOILS ENGINEER'S CERTIFICATE I, JAIME A. CERROS, 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 MAY 22, 2015. 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 RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: _ - ( ti r. RCE NO.: 34422 G.E. 2007 ---- - - - - -- � � � " -- - - - - -1 ------------ - - - - -- �,. �, i EX O !r �. 3 f P. DATE: GEOTECHNICAL EXPLORATION, INC. 7420 TRADE STREET 9/119 SAN DIEGO, CA 92121x: (858)549 -7222 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 ENGINEEER'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. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED 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 TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY 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 ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: 10 -6-17 STEVEN R. JON S DATE RICE 65124 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H : 1V MAXIMUM VERTICAL DEPTH OF CUT = 6' MAXIMUM VERTICAL DEPTH OF FILL = 2.5' CUT = 475 C.Y. FILL = 50 C.Y. EXPORT = 425 C.Y. REMEDIAL = 0 C.Y. VICINITY MAP (T. B. #1147 -B7) NTS LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT --- - - - - -- PROPOSED CONTOURS 255 EXISTING CONTOURS -- - -- --- -255 -- - EXISTING EDGE OF PAVEMENT CENTERLINE - EXISTING WATER MAIN - Id EXISTING SEWER MAIN ---____v__---5------- EXISTING SEWER LATERAL - -- - - -- ----c)l EXISTING WATER SERVICE -- �w EXISTING FENCE - X- X-EXISTING RETAINING WALL CMU RETAINING WALL, SDRSD AS NOTED - PROPOSED PCC CURB LIMITS OF GRADING W W FLOWLINE SWALE • PROPOSED PERMEABLE PAVERS PROPOSED POROUS ASPHALT i,,; ,7, 2" GRIND AND OVERLAY ( SIDONIA) c D -40 RIP RAP ENERGY DISSIPATOR 24" AREA DRAIN AND 6" PVC PIPE TOPOGRAPHY: CHRISTENSEN ENGINEERING & SURVEYING 7888 SILVERTON AVENUE, SUITE "J" SAN DIEGO, CA 92126 PHONE (858)271 -9901 FAX (858)271 -8912 SHEET INDEX SHEET NO. QPOFESSI�N SHEET NO. 2-3 GRADING AND. DRAINAGE PLAN Q���� R. SHEET NO. 4 -5 EROSION CONTROL PLAN co COASTAL LAND SOLUTIONS, INC. w No. 65124 m L �\ 57 7 SECOND STREET Exp. 09/30/19 BMP PROJECT STATUS PH C (760) 5230 -6025 4 `sTq CIVICP FAX (760) 230 -6026 OF CA\-IF STANDARD IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,700 SQFT PUBLIC WORKS PLANNING DIVISION ICU NO GRADING EXCAVATION OR DISTURBANCE OF CITY TREE oTHERw PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEP. ROOT SYSTEMS SHALL OCCU` WITHIN THE CITY TREE DRIP LINE AREA IMPERVIOUS AREA AFTER CONSTRUCTION: 5,522 SQFT (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE INCREASE IN IMPERVIOUS AREA: 1,822 SQFT TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. IMPERVIOUS AREA REPLACED: 2,718 SQFT EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS _ n3"6( l7 _ _ _h�8//7 _ L_ _ � `rte f0 //.,7 a 3 T 7 HE TREE REMOVAL. SIGN DATE SIG ATE GN" DA JE SIGN DATE JG'N DAT SIGN E PIRES 2 YEARS AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS APPROVALS ENG NEERING IVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPART N DRAWING NO. Fjj SRj Al �_� s{i•i Z�1(' S .� CITY OF ENCINITAS SURVEY CONTROL MONUMENT INT. DATE GRADING PLAN FOR: d No. 1023 2" BRASS DISC MARKED "134WCCS2" PLANS P EPARED UNDER THE SUPERVISION OF RECO APPROVED 1022 SIDONIA STREET LOCATED IN THE MEDIAN ISLAND OF LEUCADIA PUBLIC WORKS 1,44 -/7 ENCINITAS, CA 92024 13418 - G BOULEVARD 1141 FEET WESTERLY OF THE LEFT DATE: _ __ -: TURN ISLAND NOSE AT THE INTERSECTION OF - -- - - - - - "- - - -- - PLANNING N WAK CN IN R L. IM OOSAru PERCR.OSB18416. RD AND QUAIL GARDENS DRIVE STEVEN R JONES DATE REVIEWER STEVEN JONES R.C.E. N0. 65124__ I!_ �1�/7 `/- 7 ZO�� APN: 256 - 232 -24 - DATUM = NAVD88 ELEVATION = 320.417 CITY ENGINEER DATE INSPECTOR EXP. 9 -30 -19 DATE DATE PLANNING CASE N0. 15 -271 TPM, CDP SHEET 1 OF 5 Z: \CLS Job Files \CLS1335 Sobeck (Sidonia) \CLS 1335 SOBECK (SIDONIA) GP 9- 13- 17v26.pro z O 0 0 U CONTINUED BELOW s f i1 GRADING AND DRAINAGE PLAN � GRAPHIC SCALE 1 " =10' 0 10 30 4. A MINIMUM 1 INCH DEDICATED WATER METER IS REQUIRED / I q AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS AND RIGHTS INCIDENTAL FOR THE FIRE SPINKLER SYSTEM & I I if / ll °s ` f O THERETO GRANTED TO SAN DIEGO GAS & ELECTRIC ON AUGUST 27, 1974 AS DOCUMENT i \ NO. 74- 232950 OF OFFICIAL RECORDS. 5. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION Z MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING I EXISTING ASPLT TO CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE k • BE REMOVED AND', " - TES FIRE DEPARTMENT 4? REPLACED PER LEGEND-_., 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND c 1) EX ING WATER AND SEWER LATERALS DEPICTED HEREON ARE APPROXIMATE APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR ONLY ENERIC LOCATIONS HAVE BEEN CONFIRMED BY G.I.D. RECORDS AND AGENCY; J - \ ti ✓I j i f 6° HIGH x 16' DEEP PCC LOCAEI Y SEWER CONTRACTOR. SAID UTILITIES TO BE RELOCATED IN 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR CDPERIMETER CURB FIELD OUR CONSTRUCTION IF NEEDED. EMERGENCY VEHICLES co ( + 2) ALL UTILITIES EXISTING STRUCTURE TO BE CONSTRUCTED UNDER GROUND s. ALL ROADWAYS SHALL NI A MINIMUM of 24 FEET w WIDTH DURING CONSTRUCTION AND MANITAINED FREE AND CLEAR, INCLUDING THE I w? PRIOR TO RECORD ON OF FINAL PARCEL MAP. PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE __j CD I AND THE ENCINITAS FIRE DEPARTMENT. -- -- �4 8. ENCUMBRANCES ROPOSED) I c , / 1 1 A- PERVIOUS AC TO BE MAINTAINED Q 8.00' RIGHT OF WAY DEDi�AT PER P.M. EASEMENT NOTE: I I ap # BY HOME OWNER IAW EMRA I DOC. 2C712= _US_Q3.1± -�___ 5' WIDE PUBLIC PEDESTRIAN ACCES DRAINAGE, AND UTILITY EASEMENT THE EASEMENT DEPICTED ON THIS PLAN IS fff I 1 DATE: _S��TS2IEd� 3 1�u11___ Q TO BE GRANTED TO THE CITY PER PAM•, PER A PRELIMINARY TITLE REPORT PREPARED . ) BY CHICAGO TITLE COMPANY DATED 12 -20 -12 j AEXISTING CLOOGED STEEL DRAINAGE PIPE E DEMOLISHED AND DRAINAGE DESIGNED AS ORDER N0.00134186- 995 -CC1. I , PARCEL 1 TO REMAIN AT THE SURFACE. n . ' I 1 LIMITS OF GRADING ® PROPOSED PARKING IMPROVEMENTS } ` ! AN EXISTING EASEMENT PLACING ALL STEEP SLOPES OF GRADIENT OR MORE IN A SLOPE I ICY l PRESERVATION EASEMENT TO THE SATISFACTION OF THE PL ING AND BUILDING I I ) I CIS 1� 1 DEPARTMENT, RECORDED ON OCTQ R,ER 3l 2017 AS DOC. 2017- OS 0 8 3.7 1, 0. R. �> I m f ^ BELGARD PERMEABLE PAVING STONE 4" PERFORATED CMU RETAINING L �OD (! OVER 2° THICK N0. 8 AGGREGATE PIPE SUBDRAIN PER SDRSD C 4 f .,w OVER 4" THICK NO. 57 AGGREGATE OUTLET ® 8' O.C. EQUIVAL T ° `` [ 1 J OVER 6" THICK NO 2 CRUSHED ROCK PER SDRSD C -8 , 1 _. ?-1 I ao oft / 3 6" INCH DIAMETER _ r` r �.. , K ENERGY DISSIPATIOR I` z 2 WIDE x 4 LONG AT ALL ,, f f; I IL _ AREA DRAIN OUTLETS EQUIVALENT CMU RETAINING WALL _ f e PER SDRSD C -2 OR - - -. ' 12 - ' EXISTING WATER LINE NO LINER I 9 t 1° MAX. DRAIN R BEHIND WALL TYPICA PER SDRSD C -8 f 1. ' SECTION B - PE LE PAVERS 1 _ 2:1 MAX. CUT SLOPE I I _ t I r pOFESSr P/L P/L 20' 6'x16" FLUSH PERIMETER - r PCC CURB OR EXTEND I If lV tom 16. PAVING TO WALL FACE �� d' N z -j .yam SEi6A I w N0. 65124 m CMU RETAINING WALL PER Ii TW®FS= 293�,QQ_ j 07 rn TW®FS= 293.50 12° AR f i p a CMU RETAINING WALL MIN. SDRSD C -4 OR EQUIVALENT _ ,- / " .. - Ex 09/30/19 1y, ___.__ "_ - ew�FS- 287 "56" _ DRA f f j I PER SDRSD C -2 OF / Bw®FS _ j i 0 f I;i EQUIVALENT -- PROVIDE WALL DRAIN PER w• _ - a • 8 e 8 p B 8 B�8 B B p 8 8 B B Bd-8 B B 8 B 8 8 B Bn EG ZS 6O s, @ SDRSD C -8 - ,� 112---AREA 7. d - . 2s7 5a j q „ 0 1 DRAIN I° - /F F� 4 PERFORATED PIPE SUBDRAIN s CA1-1 _.�' .�. WITH 1" MAX. CRUSHED ROCK ,...._- / ``.; h'µ__ - I._. - "'.. TWOFS 290.50 TG_ 289.90 > ti u: _.. 1 BW -- - - -- �IE= 287.60 PER SDRSD C -8 �S -2 �: 0 �' I 7 IFS = 267.35 COASTAL LAND F 6 ~- - 16' �C i { - 1 fi0•` Jr t i t I t i,:' I SOLUTIONS, INC. ** „ ICK POROUS /OPEN GRADED HMA PAVEMENT OVER NO LINER _._ ! -- _ - fYVCFS 290$0 IE- 4= 28i:5d' i -Y` J- i THICK CLASS III PERMEABLE MATERIAL 4 PERFORATED PIPE SUBDRAIN BW�FS 287.30 m _!�=2 7.- 1 , _ , - 577 SECOND STREET _... ` ~° � 1 / � Tw= 290.50 � Tw�FS= 290.50 'e r I WOES= 287.34 ENCINITAS, CA 92024 *POROUS ASPHALT MIX SHALL BE IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATION i r _ -- w. ~ . I i FS= 287.50 r PH (760) 230 -6025 FOR OPEN GRADED ASPHALT CONCRETE SECTION 39. THE SIZE OF THE AGGREGATE IN MIX SHALL ... !�" t TW= 290.OG I DOWNSPOUT & SPLASH PAD I / = j 27a f RTAINING• WAL CLS #1335 FAX (760) 230- BE 1/2 INCH MAXIMUM, AIR VOIDS SHALL BE GREATER THAN 16%. ." .- '' FS= 287.25 ). - -- C FS=28b 00 ; t P R SDRSD C- ��� / TWOFS= 290.00 _ �_- t - -�� OR EQUIVALEN *CLASS III PERMEABLE MATERIAL SHALL BE IN ACCORDANCE WITH CALTRANS SPEC SECTION 68. i cr - srfB�c ~ i / BWOFS= 287.34 I FS= 287.50 6 "x16" DEEP FLUSH PCC SPECIAL INSPECTION REQUIRED BY EOR. PERMEABLILITY AND PERFORMANCE OF PERVIOUS r' �" "` 11 BIORETEINTION PLANTER I -' ! -' -- ' i / "'" SEE DETAIL THIS SHEET W S= 288.40 ~' r PERIMETER CURB ASPHALT TO BE FIELD VERIFIED BY ENGINEERING INSPECTOR PRIOR TO FINAL f \ FS= 289.30 25 SF B S= 287.00 S m a TW®FS= 290:00 _ \ I )IV F SECTION A - POROUS PAVEMENT eWS =2s�.2o AI�� FF= 287.50 - v __ __ / SCALE: `I " =5' - � � � - 287.00 PAD- T = 288.40 N _ w __ ._ -_ __. \ I CE 2 IOR\EQU VALENT SDRSD _ � r' �0 ° { _ �p _ _ 86.60 _.r: __ M_. - - \\ f F5- 287.50 2i i V�C�S�2 TW�FS= 289.00 o _. , L_� I - _ _ CDE�289.00 ( I 'ASSINLOR�tA � f RETAINING WALL.~ -PIER SDRSD D n 'e BW®EX= 289.00 r' C -2 OR EQUIVALENT � � m � fNM _ _ PERMEABLE ER DECK = 286.60 _ - � >%Q DRIVEWAY ABOVE � ... � t 6" RISER AREA DRAIN FS =288 / I I -- --�--____T TW®FS= 289.00 -` - -_- _� Y I � : W s..._..... _ ,, °" y 3 -^ TW�ER =�Z�9 00 �g� + - 290.50 ADJUST WATER BWC�EX- 288.00 ro -- - BW®FS= 287.00 BWC�AFS 286.00 - FIRE TURN AROUND 8W X- 287.00 TW= 290.00 3' 1 ~¢ I 8 METER TO GRADE 6Q x120 FhAMMERHEAD o0 0 B 286.40 RETAININGS WALL R _ l 2" MULCH 6" SDRSD C -2 OR UAL ° __ w_ °` _ *12 ENG. SOIL 'y5 i�.,- _ _. w _ km, _- 2 3 8 G L __; 2 8 l / I _ M. § w . ,1 _.: _ RETAINING WALT.. PER SDRSD 6 . _. i r� TWC�FS...285.50 " 1 _ C -4 -OR EQUIVALENT _.... DRAIN „r 16 IDE PERMEABLE _ . IE- 287.40 BWC�DEX 283.00 _ _ �. 9.,_ ., y C� 1 SItG WATER SERVICE T HMA.PAVEMENT SEE FX1 t PAVERS *r -3/4" 1 CRUSHED ROCK l _ __,. _ E L SHEET 4 _ w �o N c -_ _.. 16 A,3 _ _ _ _ _a. PERMEA E HFAA PAVEMENT'., M _ . . : tWOFS =' (70 : f` ( ao 0 103.7 : i �°bX15ING SEWER LATERAL' DRIVEWAY 2�#$,.. f rl a. BWOEX= 2$4.001 RETAINING WALL PER I SDRSD C -2-0 R EQUAL , * U 12" DEEP "SANDY LOAM" BIORETEN110N ENGINEERED SOIL LAYS SHALL BE MINM M SOIL MIX WITH NO MORE THAN 5% CLA CONTENT. THE MIX SHALL CONTAIN 50-60% SANp, J 7Qb "' VOI�FS 20 -30% COMOST OR HARDWOOD MUL AND 20 -30% TOPSOIL. '1 r I IN, I© *i5: $ ' { "" _ ` "- - -- =285 0 ~ rv:, µ 12" DRAIN WITH 12" DRAIN WITH 112" DRAIN TH I_ - 12" D AIN WIT�X _ 0 ** 3/4 CRUSHED ROCK LAYERS L BE MINIMUM OF 12" BUT MAY BE DEEPENDED TO °' �; : - - - - -- ° "'° ° " INCREASE THE INFILTRATION AN STORAGE OF ABILITY OF THE BASIN. f /� t TRAFFIC GRA __. - ° ° - \ °" TRAFFIC GRATE TRAFFIC GRATE I 1RAFFI GRATE '. ' - - 1T/V�FS= 287.00 I 12 DRAIN WITH 12" DRAIN WITH TG= 2$5.50 TG= 285.65 TG285:72 - -- G =2 .80 f CW�FS= 286 00` r - TRAFFIC GRATE T - -- THE EFFECTIVE AREA OF TH BASIN SHALL BE FLAT AND LEVEL. TYPICALLY THE SURFACE ; TWC�FS- 287.00,.. BW�EX= 286.00 TRAFFIC GRATE 24" B QOKS BOX WITH IE= 384:00° (�= 284.00 l IE= 284.00 IE= .00 / ! - _� RETAININ- Q, -WAL -• P €P - s r TG= 285.70 TG= 285.55 TRAFFIC RATED GRATE - _ AREA OF THE BASIN IS 4 OF THE IMPERVIOUS AREA = 25 SF BWC�DEX 2$%.00 BW 2M C -4 OR- EQUIVACE - _ IE= 284.00 T =28 5.5 AND SC RATE TTOM r CONTINUED ABOVE PROVIDE WALL DRAIN PER <' B / TG= 285.40 PROVIDE 6" OUTLET THROUGH RETAINING SECTION - BIORET )N PLANTER SDRSD C -8 IE OUTLET= 284.00 WALLS TYPICAL AT ALL AREA DRAIN =" SCALE: 1"=5' CHANGE N . DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS gi I R BY CH ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RA WING NO. 0 N Z 4 ' UPOAZr Cr -1 SIt, I i 'I \- I CITY OF ENCINITAS SURVEY CONTROL MONUMENT N0. 1023 2" BRASS DISC MARKED "134WCCS2" TNT. DATE PLANS ' REPARED UNDER THE SUPERVISION OF REC APPROVED GRADING PLAN FOR: I022 SIDONIA STREET 92024 LOCATED IN THE MEDIAN ISLAND OF LEUCADIA PUBLIC WORKS ENCINITAS CA 134 - BOULEVARD ±141 FEET WESTERLY OF THE LEFT / /// v� DATE: P-3-/7- - TURN ISLAND NOSE AT THE INTERSECTION OF -- - - -- -- - - -- - PLANNING ttLfrVrN LEUCADIA BOULEVARD AND QUAIL GARDENS DRIVE STEVEN R. JONES DATE R.C.E. N0. _ NOWAK CHR fONVL.h/ GvS/rt1 65124 APN: 256 - 232 -24 -- - PER R.O.S. 18416. REVIEWER STEVE- . JONES ��� l- Z�-�✓% DATUM = NAVD88 ELEVATION = 320.417' CITY ENGINEER DATE INSPECTOR EXP. 9 -30 -19 DATE DATE PLANNING CASE NO. 16 -071 TPM, CDP SHEET 2 OF J i� z 0 E 0 0 U q I ENCUMBRANCES / X FIRE NOTES: 1 •3 .-. i ENCUMBRANCES DEPICTED HEREON ARE PER A HOMEOWNERS TITLE INSURANCE POLICY ISSUED ' • APPROXIMATE LOCATION BY CHICAGO TITLE INSURANCE COMPANY POLICY NO. : CA -FTSC- IMP - 72420 -1 -13- 00111124. 1. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED i i 6" ACP WATER MAIN PER AND MAINTAINED TO SUPPORT IMPOSED LOADS OF NOT WO -69 -11 AN EASEMENT FOR IRRIGATION DISTRICT DISTRIBUTION SYSTEM AND RIGHTS INCIDENTAL LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED' THERETO, RECORDED MARCH 12, 1946 IN BOOK 2064, PAGE 269 OF OFFICIAL RECORDS. WITH AN APPROVED PAVED SURFACE TO PROVIDE ` DOES NOT APPEAR TO AFFECT SUBJECT PROPERTY (NON- PLOTTABLE). ALL- WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 JV AN EASEMENT FOR PUBLIC UTILITIES AND RIGHTS INCIDENTAL THERETO AS SHOWN ON 2. THE GRADIENT OF A FIRE ACCESS ROADWAY SHALL NOT EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR \ - MAP NO. 2355. LOCATION OF SAID EASEMENT HAS BEEN QUITCLAIMED BY S.D.G. &E. BY DECLINE) ON FIRE APPARATUS ACCESS ROADS SHALL NOT ' 16' WIDE PERMEABLE A DOCUMENT RECORDED ON OCTOBER 30, 2015 AS DOC. #2015- 0568279 OF OFFICIAL RECORDS. BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE o ,hit 0. \ \ i (PCC NTH A DEEP BROOM FINISH PERPENDICULAR TO WINTIRE t7 A PAVEMENT SEE EXISTING COVENANTS, CONDITIONS, AND RESTRICTIONS RECORDED ON DECEMBER 23, THE E DIRECTION OF TRAVEL, OR EQUIVALENT, TO \ i t D IL SHEET 4 7 M 1946, IN BOOK 2300 PAGE 406 OF OFFICIAL RECORDS (NON- PLOTTABLE). ENHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE. ANGLE OF DEPARTURE SHALL NOT EXCEED 12% EXISTING COVENANTS, CONDITIONS, AND RESTRICTIONS RECORDED ON DECEMBER 22, 3. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN - _ 1966 AS INSTRUMENT NO. 198366 OF OFFICIAL RECORDS. SAID RESTRICTIONS WERE UNOBSTRUCTED VERTICAL CLEARANCE OF NO LESS THAN ,1 x SET TO TERMINATE JANUARY 1, 1987 AND THEREFORE HAVE NOT BEEN PLOTTED HEREON. 13 FEET 6 INCHES. M �. GRAPHIC SCALE 1 " =10' 0 10 30 4. A MINIMUM 1 INCH DEDICATED WATER METER IS REQUIRED / I q AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS AND RIGHTS INCIDENTAL FOR THE FIRE SPINKLER SYSTEM & I I if / ll °s ` f O THERETO GRANTED TO SAN DIEGO GAS & ELECTRIC ON AUGUST 27, 1974 AS DOCUMENT i \ NO. 74- 232950 OF OFFICIAL RECORDS. 5. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION Z MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING I EXISTING ASPLT TO CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE k • BE REMOVED AND', " - TES FIRE DEPARTMENT 4? REPLACED PER LEGEND-_., 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND c 1) EX ING WATER AND SEWER LATERALS DEPICTED HEREON ARE APPROXIMATE APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR ONLY ENERIC LOCATIONS HAVE BEEN CONFIRMED BY G.I.D. RECORDS AND AGENCY; J - \ ti ✓I j i f 6° HIGH x 16' DEEP PCC LOCAEI Y SEWER CONTRACTOR. SAID UTILITIES TO BE RELOCATED IN 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR CDPERIMETER CURB FIELD OUR CONSTRUCTION IF NEEDED. EMERGENCY VEHICLES co ( + 2) ALL UTILITIES EXISTING STRUCTURE TO BE CONSTRUCTED UNDER GROUND s. ALL ROADWAYS SHALL NI A MINIMUM of 24 FEET w WIDTH DURING CONSTRUCTION AND MANITAINED FREE AND CLEAR, INCLUDING THE I w? PRIOR TO RECORD ON OF FINAL PARCEL MAP. PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE __j CD I AND THE ENCINITAS FIRE DEPARTMENT. -- -- �4 8. ENCUMBRANCES ROPOSED) I c , / 1 1 A- PERVIOUS AC TO BE MAINTAINED Q 8.00' RIGHT OF WAY DEDi�AT PER P.M. EASEMENT NOTE: I I ap # BY HOME OWNER IAW EMRA I DOC. 2C712= _US_Q3.1± -�___ 5' WIDE PUBLIC PEDESTRIAN ACCES DRAINAGE, AND UTILITY EASEMENT THE EASEMENT DEPICTED ON THIS PLAN IS fff I 1 DATE: _S��TS2IEd� 3 1�u11___ Q TO BE GRANTED TO THE CITY PER PAM•, PER A PRELIMINARY TITLE REPORT PREPARED . ) BY CHICAGO TITLE COMPANY DATED 12 -20 -12 j AEXISTING CLOOGED STEEL DRAINAGE PIPE E DEMOLISHED AND DRAINAGE DESIGNED AS ORDER N0.00134186- 995 -CC1. I , PARCEL 1 TO REMAIN AT THE SURFACE. n . ' I 1 LIMITS OF GRADING ® PROPOSED PARKING IMPROVEMENTS } ` ! AN EXISTING EASEMENT PLACING ALL STEEP SLOPES OF GRADIENT OR MORE IN A SLOPE I ICY l PRESERVATION EASEMENT TO THE SATISFACTION OF THE PL ING AND BUILDING I I ) I CIS 1� 1 DEPARTMENT, RECORDED ON OCTQ R,ER 3l 2017 AS DOC. 2017- OS 0 8 3.7 1, 0. R. �> I m f ^ BELGARD PERMEABLE PAVING STONE 4" PERFORATED CMU RETAINING L �OD (! OVER 2° THICK N0. 8 AGGREGATE PIPE SUBDRAIN PER SDRSD C 4 f .,w OVER 4" THICK NO. 57 AGGREGATE OUTLET ® 8' O.C. EQUIVAL T ° `` [ 1 J OVER 6" THICK NO 2 CRUSHED ROCK PER SDRSD C -8 , 1 _. ?-1 I ao oft / 3 6" INCH DIAMETER _ r` r �.. , K ENERGY DISSIPATIOR I` z 2 WIDE x 4 LONG AT ALL ,, f f; I IL _ AREA DRAIN OUTLETS EQUIVALENT CMU RETAINING WALL _ f e PER SDRSD C -2 OR - - -. ' 12 - ' EXISTING WATER LINE NO LINER I 9 t 1° MAX. DRAIN R BEHIND WALL TYPICA PER SDRSD C -8 f 1. ' SECTION B - PE LE PAVERS 1 _ 2:1 MAX. CUT SLOPE I I _ t I r pOFESSr P/L P/L 20' 6'x16" FLUSH PERIMETER - r PCC CURB OR EXTEND I If lV tom 16. PAVING TO WALL FACE �� d' N z -j .yam SEi6A I w N0. 65124 m CMU RETAINING WALL PER Ii TW®FS= 293�,QQ_ j 07 rn TW®FS= 293.50 12° AR f i p a CMU RETAINING WALL MIN. SDRSD C -4 OR EQUIVALENT _ ,- / " .. - Ex 09/30/19 1y, ___.__ "_ - ew�FS- 287 "56" _ DRA f f j I PER SDRSD C -2 OF / Bw®FS _ j i 0 f I;i EQUIVALENT -- PROVIDE WALL DRAIN PER w• _ - a • 8 e 8 p B 8 B�8 B B p 8 8 B B Bd-8 B B 8 B 8 8 B Bn EG ZS 6O s, @ SDRSD C -8 - ,� 112---AREA 7. d - . 2s7 5a j q „ 0 1 DRAIN I° - /F F� 4 PERFORATED PIPE SUBDRAIN s CA1-1 _.�' .�. WITH 1" MAX. CRUSHED ROCK ,...._- / ``.; h'µ__ - I._. - "'.. TWOFS 290.50 TG_ 289.90 > ti u: _.. 1 BW -- - - -- �IE= 287.60 PER SDRSD C -8 �S -2 �: 0 �' I 7 IFS = 267.35 COASTAL LAND F 6 ~- - 16' �C i { - 1 fi0•` Jr t i t I t i,:' I SOLUTIONS, INC. ** „ ICK POROUS /OPEN GRADED HMA PAVEMENT OVER NO LINER _._ ! -- _ - fYVCFS 290$0 IE- 4= 28i:5d' i -Y` J- i THICK CLASS III PERMEABLE MATERIAL 4 PERFORATED PIPE SUBDRAIN BW�FS 287.30 m _!�=2 7.- 1 , _ , - 577 SECOND STREET _... ` ~° � 1 / � Tw= 290.50 � Tw�FS= 290.50 'e r I WOES= 287.34 ENCINITAS, CA 92024 *POROUS ASPHALT MIX SHALL BE IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATION i r _ -- w. ~ . I i FS= 287.50 r PH (760) 230 -6025 FOR OPEN GRADED ASPHALT CONCRETE SECTION 39. THE SIZE OF THE AGGREGATE IN MIX SHALL ... !�" t TW= 290.OG I DOWNSPOUT & SPLASH PAD I / = j 27a f RTAINING• WAL CLS #1335 FAX (760) 230- BE 1/2 INCH MAXIMUM, AIR VOIDS SHALL BE GREATER THAN 16%. ." .- '' FS= 287.25 ). - -- C FS=28b 00 ; t P R SDRSD C- ��� / TWOFS= 290.00 _ �_- t - -�� OR EQUIVALEN *CLASS III PERMEABLE MATERIAL SHALL BE IN ACCORDANCE WITH CALTRANS SPEC SECTION 68. i cr - srfB�c ~ i / BWOFS= 287.34 I FS= 287.50 6 "x16" DEEP FLUSH PCC SPECIAL INSPECTION REQUIRED BY EOR. PERMEABLILITY AND PERFORMANCE OF PERVIOUS r' �" "` 11 BIORETEINTION PLANTER I -' ! -' -- ' i / "'" SEE DETAIL THIS SHEET W S= 288.40 ~' r PERIMETER CURB ASPHALT TO BE FIELD VERIFIED BY ENGINEERING INSPECTOR PRIOR TO FINAL f \ FS= 289.30 25 SF B S= 287.00 S m a TW®FS= 290:00 _ \ I )IV F SECTION A - POROUS PAVEMENT eWS =2s�.2o AI�� FF= 287.50 - v __ __ / SCALE: `I " =5' - � � � - 287.00 PAD- T = 288.40 N _ w __ ._ -_ __. \ I CE 2 IOR\EQU VALENT SDRSD _ � r' �0 ° { _ �p _ _ 86.60 _.r: __ M_. - - \\ f F5- 287.50 2i i V�C�S�2 TW�FS= 289.00 o _. , L_� I - _ _ CDE�289.00 ( I 'ASSINLOR�tA � f RETAINING WALL.~ -PIER SDRSD D n 'e BW®EX= 289.00 r' C -2 OR EQUIVALENT � � m � fNM _ _ PERMEABLE ER DECK = 286.60 _ - � >%Q DRIVEWAY ABOVE � ... � t 6" RISER AREA DRAIN FS =288 / I I -- --�--____T TW®FS= 289.00 -` - -_- _� Y I � : W s..._..... _ ,, °" y 3 -^ TW�ER =�Z�9 00 �g� + - 290.50 ADJUST WATER BWC�EX- 288.00 ro -- - BW®FS= 287.00 BWC�AFS 286.00 - FIRE TURN AROUND 8W X- 287.00 TW= 290.00 3' 1 ~¢ I 8 METER TO GRADE 6Q x120 FhAMMERHEAD o0 0 B 286.40 RETAININGS WALL R _ l 2" MULCH 6" SDRSD C -2 OR UAL ° __ w_ °` _ *12 ENG. SOIL 'y5 i�.,- _ _. w _ km, _- 2 3 8 G L __; 2 8 l / I _ M. § w . ,1 _.: _ RETAINING WALT.. PER SDRSD 6 . _. i r� TWC�FS...285.50 " 1 _ C -4 -OR EQUIVALENT _.... DRAIN „r 16 IDE PERMEABLE _ . IE- 287.40 BWC�DEX 283.00 _ _ �. 9.,_ ., y C� 1 SItG WATER SERVICE T HMA.PAVEMENT SEE FX1 t PAVERS *r -3/4" 1 CRUSHED ROCK l _ __,. _ E L SHEET 4 _ w �o N c -_ _.. 16 A,3 _ _ _ _ _a. PERMEA E HFAA PAVEMENT'., M _ . . : tWOFS =' (70 : f` ( ao 0 103.7 : i �°bX15ING SEWER LATERAL' DRIVEWAY 2�#$,.. f rl a. BWOEX= 2$4.001 RETAINING WALL PER I SDRSD C -2-0 R EQUAL , * U 12" DEEP "SANDY LOAM" BIORETEN110N ENGINEERED SOIL LAYS SHALL BE MINM M SOIL MIX WITH NO MORE THAN 5% CLA CONTENT. THE MIX SHALL CONTAIN 50-60% SANp, J 7Qb "' VOI�FS 20 -30% COMOST OR HARDWOOD MUL AND 20 -30% TOPSOIL. '1 r I IN, I© *i5: $ ' { "" _ ` "- - -- =285 0 ~ rv:, µ 12" DRAIN WITH 12" DRAIN WITH 112" DRAIN TH I_ - 12" D AIN WIT�X _ 0 ** 3/4 CRUSHED ROCK LAYERS L BE MINIMUM OF 12" BUT MAY BE DEEPENDED TO °' �; : - - - - -- ° "'° ° " INCREASE THE INFILTRATION AN STORAGE OF ABILITY OF THE BASIN. f /� t TRAFFIC GRA __. - ° ° - \ °" TRAFFIC GRATE TRAFFIC GRATE I 1RAFFI GRATE '. ' - - 1T/V�FS= 287.00 I 12 DRAIN WITH 12" DRAIN WITH TG= 2$5.50 TG= 285.65 TG285:72 - -- G =2 .80 f CW�FS= 286 00` r - TRAFFIC GRATE T - -- THE EFFECTIVE AREA OF TH BASIN SHALL BE FLAT AND LEVEL. TYPICALLY THE SURFACE ; TWC�FS- 287.00,.. BW�EX= 286.00 TRAFFIC GRATE 24" B QOKS BOX WITH IE= 384:00° (�= 284.00 l IE= 284.00 IE= .00 / ! - _� RETAININ- Q, -WAL -• P €P - s r TG= 285.70 TG= 285.55 TRAFFIC RATED GRATE - _ AREA OF THE BASIN IS 4 OF THE IMPERVIOUS AREA = 25 SF BWC�DEX 2$%.00 BW 2M C -4 OR- EQUIVACE - _ IE= 284.00 T =28 5.5 AND SC RATE TTOM r CONTINUED ABOVE PROVIDE WALL DRAIN PER <' B / TG= 285.40 PROVIDE 6" OUTLET THROUGH RETAINING SECTION - BIORET )N PLANTER SDRSD C -8 IE OUTLET= 284.00 WALLS TYPICAL AT ALL AREA DRAIN =" SCALE: 1"=5' CHANGE N . DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS gi I R BY CH ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RA WING NO. 0 N Z 4 ' UPOAZr Cr -1 SIt, I i 'I \- I CITY OF ENCINITAS SURVEY CONTROL MONUMENT N0. 1023 2" BRASS DISC MARKED "134WCCS2" TNT. DATE PLANS ' REPARED UNDER THE SUPERVISION OF REC APPROVED GRADING PLAN FOR: I022 SIDONIA STREET 92024 LOCATED IN THE MEDIAN ISLAND OF LEUCADIA PUBLIC WORKS ENCINITAS CA 134 - BOULEVARD ±141 FEET WESTERLY OF THE LEFT / /// v� DATE: P-3-/7- - TURN ISLAND NOSE AT THE INTERSECTION OF -- - - -- -- - - -- - PLANNING ttLfrVrN LEUCADIA BOULEVARD AND QUAIL GARDENS DRIVE STEVEN R. JONES DATE R.C.E. N0. _ NOWAK CHR fONVL.h/ GvS/rt1 65124 APN: 256 - 232 -24 -- - PER R.O.S. 18416. REVIEWER STEVE- . JONES ��� l- Z�-�✓% DATUM = NAVD88 ELEVATION = 320.417' CITY ENGINEER DATE INSPECTOR EXP. 9 -30 -19 DATE DATE PLANNING CASE NO. 16 -071 TPM, CDP SHEET 2 OF J i� z 0 E 0 0 U GRADING AND DRAINAGE PLAN I_ � i t 3 / F ' r° t � � 1 � � t Z_ . ✓ "` % Jl d,d 1/ `.-` r '°... � da t r ' t j . r f' t i d - PAPPROXIMA LOCATION 8" ACP x 5u• I / t "4 N z d i ✓' F j _ WATER MAIN PEA WO -73 -13 — _3-- k N U N 89.13'40' W 362:99' ��..Li ✓. ff t/ j fr il, ft 'o f - ©I CONFORM TO EXISTING ° -y' = �� FLOWLINE �777` tyi.A l'-f­ /f f ' f AMO a J� RMOVE EXISTING CMP DWY /CULVERT -- T_ t % qtr l Zo AcCES 5 r ,'EXISTING HMA DRIVEWAY TO REMAIN E,AS�N1 T `` PARCEL 1 f / yr c d ,I r !j i If °` I DISTRICT. TO INSTALL 4' INCH COPPER f t /��� 1 " r f i WATER-SERVICE ANp /DUAL METER BOX ry PE WAS WS -01. WC -17, AT .AWNERS J o js EX ENSE, OR 1" =INCH METER BOX PER• ^1 ANAS WS -01� 1GC -17 r � r ; ✓ r, �' l 7 If .'I f If 1/' r `d !/ // jt 1,/ , 'f i • 'i �8' WIDE x 50' LONG PERMEABLE I t PARKING AREA SEE DETAIL THIS NEXT SHEET. f a tv f • fP // { rrf d t i f £ 25' $ETBAC O ca If I A € f A /� :� �� ' �" yd' ±� i' 1' f i j• , /t e, r „r s t }'y"` j" � ✓� i 1111 FT' f � !� f ''` < ,°' ,e ^` r ' rrr�� '�► cu O nu- co P! 311 \L jt If ROADWAY AND .OVERLAY EXISTING / �t f / 2:1 MAX. SLOPE .d. J q I ' ? d / t ' ' /t / /fItrr:` 7°- r 7 t t ff / B I F 11 jljf t' dam° t ! `t 1 sad )� 4 I >{ IB , f�j /� ' r 1� r / PRO OSED 4" SEWER LATERAL PERfSDRAD S -3 I 15 t2 FOR/ BE4(EFI�POFEPARfE ATE UTILITY If If % /f l / — / _ �— — -y E , ft r f ( �,_) — )�__- /- P 7° e 1' d' ft_ 17 —-- --- - -J 4fl -t- �" t S I �IIIIY l _ m $l ii 1 f f � O i r3� { 7{ i L / m f-- . --- -.L r i err, Z�sM.06 I i -� t — _ t ' -J j _ T 3 p i. i e'er e I 3 a i d J d j a l N 87'28'45' - ,-„""' ✓ ,✓ J> .-'Y .�^ f• ✓ � �' q\ ®° \. � � rs ✓ %' ,1 f f f° / � --*.. % -� � p � � fY t t� I Jam. r F t .,+° •/ ,,.''� ..' ``' `e. °`° 0 °� k t ` P/' ! t' ,f Yt f d d Ile J✓ P, . °. I GRAPHIC SCALE 1" =10' imi 0 10 20 30 ENCUMBRANCES ®AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS AND RIGHTS INCIDENTAL THERETO GRANTED TO SAN DIEGO GAS & ELECTRIC ON AUGUST 27, 1974 AS DOCUMENT NO. 74- 232950 OF OFFICIAL RECORDS. ENCUMBRANCES (PROPOSED) AND NOTES 2 PROPOSED 5' WIDE PUBLIC PEDESTRIAN ACCESS, DRAINAGE, AND UTILITY EASEMENT TO BE GRANTED TO THE CITY ON PROPOSED PARCEL MAP. EXISTING CLOOGED STEEL DRAINAGE PIPE TO BE DEMOLISHED AND DRAINAGE DESIGNED TO REMAIN AT THE SURFACE. ®PROPOSED PARKING IMPROVEMENTS. PERVIOUS PAVERS, PARKING AREA, BMP'S, DRIVEWAY APPROACH, CURBS, PERVIOUS ASPHALT ON PASSIFLORA PLACE ALL TO BE MAINTAINED BY PROPERTY OWNER. IN ACCORDANCE WITH PERMANENT ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT RECORDED ON b T IMF "_2 3I zol AS DOCUMENT No. Zvt'l - oc Uo%Sl3 . APROPOSED PRIVATE UTILITY EASEMENT FOR BENEFIT OF PARCEL 1 ©AN EXISTING EASEMENT PLACING ALL STEEP SLOPES OF 25% GRADIENT OR MORE IN A SLOPE PRESERVATION EASEMENT TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT, RECORDED ON 201- AS DOC. NO. 201 - O.R. STR�ET STR(kT PA SIDONIA STREET P/L 18' SIDONIA STREET 18' 5, R/W R/W 5' R/W R/W ° DEDICATION 54' ROW DEDICA11ON I 54' ROW 6" WIDE X 16" DEEP FLUSH PCC CURB FA EP I EP 6' 1 2' 20' PAVEMENT 6" WIDE X 16" DEEP �M 2% FLUSH PCC CURB a� f BELGARD PERMEABLE PAVING STONE 2" AC GRIND AND OVERLAY FULL WIDTH s.r OVER 2" THICK NO. 8 AGGREGATE (DIGOUT DAMAGED AREAS AND REPLACE a r OVER 4" THICK NO. 57 AGGREGATE ROAD STRUCTURAL SECTION IN LIKE KIND OVER 6" THICK 3/4" CRUSHED ROCK AS DIRECTED BY THE CITY ENGINEER) SECTION A SCALE: 1"=5' Mqk 6" WIDE X 16" DEEP FLUSH PCC CURB BELGARD PERMEABLE PAVING STONE - --' OVER 2" THICK NO. 8 AGGREGATE OVER 4" THICK NO. 57 AGGREGATE OVER 6" THICK 3/4" CRUSHED ROCK FA 6" WIDE X 16" DEEP 8% 2% FLUSH PCC CURB 2" AC GRIND AND OVERLAY FULL WIDTH ( GOUT DAMAGED AREAS AND REPLACE ROAD STRUCTURAL SECTION IN LIKE KIND AS DIRECTED BY THE CITY ENGINEER) SECTION B SCALE: 1"=5' ESSI w No. 65124 m Exp. 09/30/19 COASTAL � � 577 SECOND STREET ENCINITAS, 4 PH (760)230 6025 sr9 OF CA \- FAX (760) 230 -6026 CLS #1335 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SRJ SRJ VOl - z ufacut -T 3 S PW I lI� CITY of ENCINITAS SURVEY CONTROL MONUMENT INT. DATE PLANS P EPARED UNDER THE SUPERVISION OF RECD APPROVED GRADING PLAN FOR: NO. 1023 2" BRASS DISC MARKED "134WCCS2" 1022 SIDONIA STREET LOCATED IN THE MEDIAN ISLAND OF LEUCADIA PUBLIC WORKS BOULEVARD 1141 FEET WESTERLY OF THE LEFT DATE: 104-17 �j 13418- ____ ��!inNWl {'L ENCINITAS, CA 92024 - - -- TURN ISLAND NOSE AT THE INTERSECTION OF PLANNING $ NOWAK CNRTS F.ri L.�NA Osm LEUCADIA BOULEVARD AND QUAIL GARDENS DRIVE STEVEN R. JONES DATE =— R.C.E. NO. 65124 _ APN 256- 232 -24 PER R.O.S. 18416. REVIEWER `STEVEN - JONES —!�� -).).-/ � - -l/LZ 0�7 DATUM = NAVD88 ELEVATION = 320.417 CITY ENGINEER DATE INSPECTOR EXP. 9 -30 -19 DATE DATE PLANNING CASE NO. 16 -071 TPM, CDP SHEET 3 OF 5 zV M w z O Q rA O U r r .f ESSI w No. 65124 m Exp. 09/30/19 COASTAL � � 577 SECOND STREET ENCINITAS, 4 PH (760)230 6025 sr9 OF CA \- FAX (760) 230 -6026 CLS #1335 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SRJ SRJ VOl - z ufacut -T 3 S PW I lI� CITY of ENCINITAS SURVEY CONTROL MONUMENT INT. DATE PLANS P EPARED UNDER THE SUPERVISION OF RECD APPROVED GRADING PLAN FOR: NO. 1023 2" BRASS DISC MARKED "134WCCS2" 1022 SIDONIA STREET LOCATED IN THE MEDIAN ISLAND OF LEUCADIA PUBLIC WORKS BOULEVARD 1141 FEET WESTERLY OF THE LEFT DATE: 104-17 �j 13418- ____ ��!inNWl {'L ENCINITAS, CA 92024 - - -- TURN ISLAND NOSE AT THE INTERSECTION OF PLANNING $ NOWAK CNRTS F.ri L.�NA Osm LEUCADIA BOULEVARD AND QUAIL GARDENS DRIVE STEVEN R. JONES DATE =— R.C.E. NO. 65124 _ APN 256- 232 -24 PER R.O.S. 18416. REVIEWER `STEVEN - JONES —!�� -).).-/ � - -l/LZ 0�7 DATUM = NAVD88 ELEVATION = 320.417 CITY ENGINEER DATE INSPECTOR EXP. 9 -30 -19 DATE DATE PLANNING CASE NO. 16 -071 TPM, CDP SHEET 3 OF 5 zV M w z O Q rA O U v 1. SET POSTS AND EXCAVATE A 2. STAPLE WIPE FENCING TO CD q 4 BY 4 IN (10 BY 10 CM) THE POSTS. cj Z TRENCH UPSLOPE FROM AND wr ALONG THE LINE OF POSTS. cv) M jaq* A uk Q_ CD vtw z L_U 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT Z EXCAVATED SOIL. OD INTO THE TRENCH. it 11 C3 FILTER FABRIC WIRE ut, ago hD a, -Q DETAIL SILT FENCE I PARCEL I NTS oo �4 c1% SILT FENCE SEE t DETAIL THIS SHEET i I Lai A X z 0i 00 I cu N: �:v a If A /* No. 65124 'Exp. 09/30/19 x CD 11`7 A z RUNOFF TWO LAYERS OF GRAV GS, WITH ENDS OVERLAPPED GAP BETWEEN BAGS HYDROSEED SLOPE PROTECTION ACTS AS SPILLWAY 1z SAND�/GRA VEL GS (2 HIGH) c3c3c3c3c3c3c3c3 z�SIL NCE (IF NECESSARY) HYDROSEED SLOPE PROTECTION r GRAVEL N\ I -BAGS SEE DETAIL THIS SHEET C3 C=) CD mo n HMROSEED 1_�� SL9?E,- PROTECTION COASTAL LAND S1 L S577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230-60251 FAX (760) 230-6026 CLS#1335 CHANGE NO. DESCRIPTION /1\ I 1 <, SH EST -SILT: FENCE — — — — — — — — — — — — — — — — — — — - k # w W-4-7 �7177 GRAVEL BAGS SEE 286 DETAIL THIS SHEET 7� s 7- X CD (t)\p 00 co 00 c) ca C:) 0 f ' 4 N !04*1V10 V, e+7 7. INC. 7, L CONTINUED V ABOVE APPROVED DATE BENCHMARK AS—BUILT APPROVALS SHJ I SHJ I ENGINEERWG DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT `,DRAWING NO. CITY OF ENCINITAS SURVEY CONTROL MONUMENT INT. DATE PLANS PREPARED UNDER THE SUPERVISION OF REC APPROVED GRADING PLAN FOR: NO. 1023 2" BRASS DISC MARKED "134WCCS2" 1022 SIDONIA STREET LOCATED IN THE MEDIAN ISLAND OF LEUCADIA PUBLIC WORKS BOULEVARD ±141 FEET WESTERLY OF THE LEFT DATE: /1-3-17 ENCINITAS, CA 92024 TURN ISLAND NOSE AT THE INTERSECTION OF PLANNING §T 134 -G 0 c-man-rd,10HEA L.#% STEVEN R. JONES DATE fiosmu 256 LEUCADIA BOULEVARD AND QUAIL GARDENS DRIVE R.C.E. NO. 65124 APN. —232-24 PER R.O.S. 18416. REVIEWER STEVE JONES _//-27La'2cj/7 0 EXP. 9-30-19 DATE DATE PLANNING CASE NO. 16-071 TPIVI, CDP DATUM = NAVD88 ELEVATION = 320.417' CITY ENGINEER DATE INSPECTOR SHEET 4 OF 5 U N EROSION CONTROL PLAN j I Ile N 89.13'40' W 362' 99' '' f - iii "iiY1 �gllll�..�L �t �1��iL .f�� f� ✓� ,.. ",. i °� } p L..-- '- ..... -.-_.t _ s'' . 194,76 `°/ e,° } _ _ ib8,2 le' f t / 1 t _ jI F O? - / ?C7 ( fay-- + PARCEL 1 -a i� w• /L t / J 7 7 Ile � / � /` / � � F /+ I � �r SFr !-'� 1�r.° �,� f, ,i J,r o ,, ,r / �/ _` � �,� .,..• .� t r It Ile � t sr t } A t'3 I d •'` l f t .p �`"°' + I r „Y° } 3° ' � I sr 'f f�tr' . � ,+{ % r' f �'x ,� � •° � ,f, � ,� > + 't HYDROSEED SLOPE PROTECTION f j ' p If All l !f i f' If �le { t t f }i� ft ' f jr` f r t l � �'` ! i ;� t� f 1 f •� � i t it �` ; F z', f .- � I • • t• j f / �I ! '' r(�+ i� � 9 6� i ?f !' � z i pt� f 'F � f t' i.' ur`' �• • r , } $ p i •' ]PARCEL D sue+ /' /� �r l'1 L iI GRAVEL BAGS SEE All// I � / fl r � / {� 1 ' J � � r � / � � f I DETAIL SHEET 4 Ile I l 1 f f •�y I I { 1 ` t Ile Ile =J J�/ r 7t f f.f ffIf ff r7P j7f7 1 ;' f I1 f ! 7�' �f / ,� ,� t 1 ''t I � f ` � ! i .� -""`� i 4....' f � f sl f pr i� ri I I � + � ' � ' �' • y}I ff fj / f If f f Ile ..f'/ } ,,��'° f (�� .,.•� jfI. �,�„r%%' le f,' xl f' r' r lt,f t f ,� jr1 1t fr If �� 1} 1 / � I �( �' r� f,t �,.^" .' ____! - -•� - - --1 - - - , >� � � ! +. (� .{ �. Ile 1 l 1 B •) Ile L f F 20 ,47' } } f l i t` t � > ' r ,-. L am, �"�'��.OL e, i + le ij ? � l ' �" �' • --+� -- � e., a r t ,��+- },..__..,�._.- __._" --- - r � T _ .,4 �. F :� J ,t � t t ele 45' E 369,2Q% �. r� r Ile kT { �,� r �,'" 'f�, ✓ '� I °8 !� �,,.�"' --" ?^^-- ...,,... l` �' 1" e,, ;' f ! . ` f t e' ^-•' °""'°� .- t tl J ,'7 COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 i PH (760) 230 -6025 l� FAX (760) 230 -6026 GRAPHIC SCALE 1 " =10' 0 10 20 30 1 f ! c ;? rm i a d !� Iz .7 iz) ai '< c e, l w v' + N cz, (u 6 =•{i�• M-.- F j a i C Z r`77 Vii t r Llw is j4C(jj¢$ co If:). 1 +3 ! tt x t t ix }} I � If f p J e'" rl .a WESSJ ' No. 65124 Exp. 09/30/19 HYDROSEED NOTES 1. HYDROSEEDING SHALL 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 CUT AREAS 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 BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 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, OR PRINTED 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 BE SUBSTITUTED, ALL OR PART, FOR 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. 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. 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. LEGEND SAND /GRAVEL BAGS (2 HIGH) SILT FENCE (IF NECESSARY) HYDROSEED SLOPE PROTECTION EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT GLENN (619) 987 -7768 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 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 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 UNCOMPLETED 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. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS " "'" "' °'; UHA2" DT: `'""'""' 07; E GINEERI DIVISION APPROVALS ITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SCE -- Z Uf H =_ 9/tf3 11'll"k CITY OF ENCINITAS SURVEY CONTROL MONUMENT INT. DATE PLANS PREPARED UNDER THE SUPERVISION OF RE APPROVED EROSION CONTROL PLAN FOR: 1022 SIDONIA STREET - N0. 1023 2" BRASS DISC MARKED "134WCCS2" LOCATED IN THE MEDIAN ISLAND OF LEUCADIA PUBLIC WORKS ENCINITAS, CA 92024 BOULEVARD ±141 FEET WESTERLY E THE LEFT DATE: °f7 13418-G TURN iSLANU NOSE AT THE INTERSECTION OF - -- - - - - PLANNING _ - LEUCADIA BOULEVARD AND QUAIL GARDENS DRIVE STEVEN R. JONES DATE - - -- ---- R.C.E. NO. 65124 ST VEN NOWAK GNRt IOPNER L. A�COSlcv APN. 256 - 232 -24 PER R.O.S. 18416. REVIEWER STEVEN JONES 2 017 _ DATUM = NAVD88 ELEVATION = 320.417' CITY ENGINEER DATE INSPECTOR EXP. _ 9 -30 -19 DATE DATE PLANNING CASE NO. 16 -071 TPM, CDP SHEET 5 OF 5 1 Uz I-� n z O O O