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2010-10686 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 T'O KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE:. 1 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 "GEOTECHNICAL INVESTIGATION PROPOSED SCHMIDT - WETEKAM RESIDENCE ASSESSOR'S PARCEL NUMBER 264- 101 -17, FORTUNA RANCH ROAD, ENCINITAS, CA" PREPARED BY CHRISTIAN WHEELER ENGINEERING (PROJECT NO. CWE 2100332.01), DATED JULY 26, 2010, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS 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- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS, B. 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 DNSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (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 GRACED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 106B6 -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 SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER, HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY 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 WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 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 SITE 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 DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S 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 NOTES: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MATT SCHMIDT - WETEKAM AT (B56) 504 -3000, 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. COASTAL LAND SOLUTIONS, INC. C;L\ 573 SECOND STREET LLi�aoo ENCINITAS, CA 92024 _ PH (760) 230 -6025 FAX (760) 230 -6026 VICINITY MAP ? NOT TO SCALE EROSION CONTROL NOTES CONTINUED: 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 OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP 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 HARDSCAPE, 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. B. 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 ROLLING 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. OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES. 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. B. 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 CO NC RETE AN ADEQUATELY SIZED 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. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONT.: 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. ON -SITE 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 -SITE. 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 OTHER SUBCONTRACTORS WORKING ON THE SITE. NOTIFICATIONS. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760) 633 -2770 B. GAS & ELECTRIC - SDGE - (760) 438 -6200 C. WATER - O.M.W.D. - (858) 756 -2926 D. TELEPHONE - SBC BELL - (760) 469 -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. OWNERS CERTIFICATE. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT I5 FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. im A" SOILS ENGINEER'S CERTIFICATE. SLOPE \ LANDSCAPE NOTES: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 22% (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 6 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 2 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT C.F. _ OF CUT AREA OF CUT S.F. 28,350 C.F. / 11,726 S.F. = 2.5 FEET B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.)- _ OF FILL AREA 28,350 C.F. / 18,800 S.F. = 1.5 FEET 4. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 5. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1ST OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1ST AND APRIL 15. LEGAL DESCRIPTION. - THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 13 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERMENT SURVEY. A.P.N.: SITE ADDRESS: 264- 101 -17 3529 FORTUNA RANCH ROAD, ENCINITAS, CA 0 WNER/PERMITTEE MATTHIAS SCHMIDT - WETEKAM P.O. BOX 506 ® RANCHO SANTA FE, CA 92067 I ESTIMATED EARTHWORK QUANTITIES: 1317 CUBIC YARDS EXCAVATION 1311 CUBIC YARDS EMBANKMENT 0 CUBIC YARDS EXPORT* �., - a..� ✓f * ESTIMATE DOES NOT INCLUDE STRIPPINGS, POOL, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS, ACTUAL QUANTITIES MAY VARY DUE -TO SHRINKAGE OR SWELL FACTORS). I, MANIA000 Skt -(OV Plkl.(.O 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 WA6 MADE BY ME OR UNDER MY DIRECTION ON 1014F, 15( soil 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 SPECIFICATIONS. pp� 1 7 - f. SIGNED: lu�µ>��11�n, DATE i RCE NO. ®� l EW 6av",( -SOIL &I#j;UL'(k"naA AoP F;t4& N f21A1G� oic IV I2.5 (♦A-R:rtf!r 9OAA, 5Atjrr,P, eA 12011 FN. (a19- 7_5® -740( PAY &I'1- ZS$- 7902: -Jog 40. u- (148p¢ STATE r-OF ENGINEER OF WORK. THE UNDERSIGNED ENGINEER AGREES THAT TH T T E 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 ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED: RCE N0. 65 - 44 - II IMPERVIOUS SURFACE TOTAL PROPOSED IMPERVIOUS SURFACE = 10,282 SF 0.24 ACRES) (DRIVEWAY =3762 SF, FOOTPRINT -3067 SF, HARDSCAPE 3453 SF) DISTURBED AREA 31,126 SF (0.71ACRES) LEGEND. SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS BOUNDARY LINE SETBACK LINE - - - - - CENTERLINE EXISTING CONTOURS - EXISTING EDGE OF PAVEMENT EXISTING BARRIER EXISTING SDG &E UTILITY EXISTING ELECTRIC -Ez EXISTING SEWER MAIN S -S EXISTING WATER MAIN - EXISTING WATER METER - --W - -� EXISTING SEWER MANHOLE 0 EXISTING MASONRY RETAINING WALL PROPOSED SPOT ELEVATION FS =116.00 PROPOSED 2" PRESSURE SEWER PROPOSED 4" PVC SEWER LATERAL PROPOSED 60" SEWER SUMP /PUMP O PROPOSED BUILDING FOOTPRINT PROPOSED - -I CONCRETE DRIVEWAY & HARDSCAPEI PROPOSED DRIVEWAY APRON"�A PER SDRSD G -14 Ll DRAINAGE DIRECTION - -► -- GRASS OR LANDSCAPED BIOFILTRATION AND BIORETENTION BMP AREA NOT TO BE F MODIFIED WITHOUT PERMISSION FROM THE CITY ENGINEER PROPOSED SEWER LATERAL S -13 - PROPOSED WATER SERVICE AS PeftfBG W BMP PROJECT STATUS STANDARD PROJECT As- Bvi�T ' IFF SANITATION DISTBWfl PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION O. M. W: D. J EN_ S FIRE �DEP� NT �_ SrEV�N R.J ES RC.E.N0.65124 Date SIGN ,kATIE SIGN ' DATE SIGN DA E DATE SIG DATE SIG ATURE EXPIRES TWO SIGN DATE REVII WED_ff DAWN BY: CHECKED RY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. CHANGE NQ. DESCRIPTION APPROVED DATE BENCHMARK �', SCALE SPECIAL DISTRICT SRJ SRJ SC __. FEVIX rAQ- -a- vt ' *049P994-; MOT( ! $10_ �J / DESCRIPTION: 2.5" BRASS DISC MARKED "LS 7322 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED ° APPR D GRADING PLAN FOR: // /�y%, /�f� � ( f I /- ENC -17" CONTROL PT NO. 1017 IN ( � PE4a;nrfron3 lNk1E 56wice cl++�fr!IES; - s /0./ ' -_ DROP INLET ON THE NORTH SIDE OF BY: AA �G BY: __Fes. GQ:_ SCHMIDT- WETEKAM RESIDENCE 10686- G _� _ _ HORIZONAL N A._.- -- / __ _ _ 12� 6 ��r SOUTH O RANCH ROAD AND 50' lF a MASIH MAHER, PETER COTA- ROBLES, SOUTH OF ADAM'S RUN. ____= 2- - -� -�- 3529 FORTUNA RANCH ROAD �_ -- REVISE DRIVE WAY; Ar1P � _WALL, I Zl6t 1_i __ -__ ____ -_ C42519 C52176 j,, RECORD FROM: R.O.S. N0. 18416 VERTICAL __N /A_.____ STEVEN R. JONE'�.C.E. N0. 65124 DATE Q _ AS- BOII.T __- / G#,rµb�G(. _lo 8r t(� Gv'g' -� EXP. 9 -30 -11 DATE: �}/23� ( L DATE: A/4 S/) APN 264 - 101 -17 SHEET 1 OF 3 ELEVATION: 427,877' DATUM: NAV088 PLANNING CASE N0. N A # \ \4ervarl \rls shared files \CLS Job Files \CLS983 SCHMIDT (FORTUNA) \CLS 983 SCHMIDT GP 3 25 _11.pro EASEMENTS: EXISTING EASEMENTS LISTED BELOW ARE PER PRELIMINARY EXISTING 8" PVC WATER MAIN TITLE PREPARED BY CHICAGO TITLE COMPANY ON MARCH 10, 2010 AND SERVICE PER AS PRELIMINARY REPORT NUMBER 73710001196. CONFORMED SET #122005005 5 DRAWING C -11 SHEET 14 OF 28 t EXISTING EASEMENT FOR INGRESS & EGRESS, PIPELINES, \\J/ DRAINAGE AND /OR PUBLIC UTILITIES TO VARIOUS PARTIES. n EXISTING EASEMENT AGREEMENT RECORDED ON JANUARY 31, 1964 \ / AS INSTRUMENT NO. 19804 OF 0. R. WM LOCATION OF EASEMENT IS OFFSITE. EXISTING EASEMENT TO HANS J. PROSKANER, ET AL REGARDING / ROAD AND PUBLIC UTILITY RECORDED MARCH 8, 1972 AS INSTRUMENT NUMBER 55743 OF OFFICIAL RECORDS. PRIVATE WATER SERVICE---- - PER OMWD C -1.2 IO EXISTING EASEMENT REGARDING ROAD & PUBLIC UTILITIES L =794' / RECORDED JANUARY 3, 1973 AS INSTRUMENT NUMBER EXIS'Yigo 2.- -IN FN WATER MEIEF -:nMH I Wf� z I . Q waliwm V S / g 1 1 WM UNDE2GROUND 0 F v� I I g TEL PHONE = ,� w f PED STAL vv) I LELECTRIC .' w 'TRANSFORMER ,,VAULT o � I I GRADING AND DRAINAGE .PLAN _.�INSTALL 1 1/2' PRVT. WATER SERVICE 0 STI L =38W_ lM�l ` 16% �� ��4'ig Hm Imo Hwuc NE CPROVID 30" MINIMUM OVER TO TOP OF PIPE TYP,) u amc. oo v To 0 Q $' SEWER MANHOLE &[PH 2C�r�T@T T50 ° d o 0 RIM EL- 412.22'- �- _� - - - - - — - _ — -- ODIFIEIT S;-17 SEW §R CLEANOU.T PER OKS INV EL IN =4q0 q2 +NV -EL OUT= 399.82' - - - - - - - - - - - - - - - - - -_- WATER PROOF" RA 4'CSROATf COVER. - Y -- __ s - - - - -- - RIM .EL= 494.90 LG --- - - - - -- "413 - -- ( RIMWEEM408.32' cn - - - - ..y_;�� T - .� - - -- — - INV EL OUT= 401_6: - _- _ - - - - IN�402 b0 -._ - �_ _G12� =I / OUT =402A0 - - - -- - - - - - -- - -- IN 411 Al - SEWER LATERAL _.. _•.__- -__- g - -- ter__ PER SDRSD S -13 -- -- - - - - -- 408 I - - -- - - - - - -- - - - �- - - --- -5 -- - - -- 73- 001374 OF OFFICIAL RECORDS. PER ONW 8- 1.3,_STAf1 +13 IV 87 / - -- II EXISTING EASEMENT TO SAN DIEGO GAS & ELECTRIC COMPANY REGARDING PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED $� � t - REiMUlu6d✓Ati/§eaPlub bnefeFite AUGUST 23, 2001 AS INSTRUMENT NO. 2001- 0601108 OF OFFICIAL t oVloE ��' µINIMuM CoV �- ,Ati2 / � � o ^ " ��: -- = /6tclTS+ote I t NO RECORDS. - RECORDS. I rrf(IA) 1010ftjc RouO / y,I, � . , -cam r ous — Ek'daP OF frh -({31� �, -, - EXACT LOCATION OF SAID EASEMENT IS NOT DISCLOSED OF RECORD. / aQ flitt¢t$ P EX WATER VALVE FIRE NOTE: PA DURING ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH ,I DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALOIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. 1 1 ---FINISH GRADE 5':P`( OVER 6" CLASS II BASE .. 14� MODIFIED CONCRETE DR APRON PER SDRSD G -114 THE -- ` " "' -' ANGLE OF APPROACH AND ANGLE - EXISTING GRADE OF DEPARTURE SHALL NOT EXCEED SEVEN DEGREES (12 PERCENT) ODIFIED CONCRET£ DRIVEWAY �.. - 7, - 9j / / ' ° RON PER SD SD G -14 S ro -EX RIP -RAI � . 28 z /� FL =402A4 .. _.. q`, 9 FL= 401,0, -40 DECORATIVE \ \ e _ �2 , Py _ - = S _ QpQytW FL- 400.04 4, I WALL r - 2i9 7W 'r96. .54w- '2o S F �,. ` -.. -� \90 / / I r �t7 peC �tfQpGK4/RIrL.. -- -'400- 9 EX RIP RAP -2:1 MAX. S - -YV/ zva -° EX ICV — V - LOOSE ROCK = 39$.80 CULVERT u __._"._.__ _ � �v // o..- / ,.• ' 1999 � I _ __�. , � FS =39b.��" F �i �� �� 8 GARAGE FFS F `-= 3396.10 5:1 p 98.50 � WE R \ ` \ - -- - —2:1 MAX. SLOPE 7% FFa .& UPPER = 396.10 . FF LOWER = 386.10 PROFILE DRIVEWAY A— A - � � ' / Ao � /' / � � , � goo' � � ��� � PAS 3as 10�� a y�s�rr =388.1 a� Fs= 386.00 ,�� . ��Rouc w�iL - _ SCALE: 1 " =1p' // 1 // , 99 o ,- -""_. �(j SEWER SUMP AND PUMP PER Q(I${,ua (A0 -1,4@ EXISTING GRADE / AO // / � „ -\ �q� %St 96 � / / 39�� �%Z f5 2�0 � � p FS= 3853@ � 1 WIDE 1 4' WIDE - _ _ - -- / / // /' � r3 391 -� /�D BARRETT ENGINEERED PUMPS L U I, McOYNR 2 t, -- - A0� ( 39°'/ /'/ ., �W `��'�,,'.� ��.p',7.� MAX. ,SL`0 _ OR EQUAL. SEE DETAIL THIS SHEET 15- f pp„Ngpe�( TOP COVER= 386.00 ° ' / �UI'a" �D°,t 'UV W.. t7y d , D INV }N- 382.00 C? - A ( / / g , NN)N�IJ � f�ATI0- 385,gp �= "�,... � � �' � - 30 �(AS-(M 157 ® / / / RocK` ! SPA /" o N Q6�rE � �, ; , YEi1 (pAA�. FINISH GRADE �' � / / ,' /' ® ��� � �9`, 7 FE�SEP� All "a 'I° GVTJO INV'SUMP 378.00 - #3 BACKING RIP RAP w - WITH FILTER FABRIC. kz W-1 f lJo. 11;4 1 "�C' Deep h � opt I t° P001° 1 �A �. It le C� / ` g/ Pont. ROCK LINED BROW DITCH - 6 ,. ryC1 p � N i•5• ra o 00 LOOSE-- /� /' '� r $0/ _ `4G - J CHAIN RApCK / 3 < 4 \ / ai3g '� ,VOAL / ,' / / 38S .'��� CAPcft>e6 PATH - A \ WOOD FENCE r _ Cn7 C,4 �J \ ,.. ® z-A, +D¢>rl sE AnLrA @ I' SCeQATivE I ®� r+�9 [� a �tn- r2oG 45 r7Q lvEwn q E1{Is (�dG G� A� (J iD X02 / / 6 I SWIPE N�', / // // // / / / 30 DdsStPaioti X81^ �pQ cy L VA IABLE SLOPE '3: - OUTGO rn ,.._ 10, a 5 / I / /i // LIMITS - nI) © i // 1 / -MIT GRAD` w o ° r 4 kST�VI �; idksC 157 - 8' / / /' / / / 42 01 o LO d. PEI! e4wdL / Rocd'- 0 , dl�il � �� e 1dI^�dl 3a� -- / / / / / / / /1 / / / % / / / / / / / / /// /�4 °/ / /�� /// /�31 °��'= \\ \\ II z° O 1 / / / z � d. (�.•'(.S• 3� /' // ' ' '� �/ 100' BUFFER X01- FIRE CLEARING- _ -\� VARIABLE SLOPE 3 :1"MAX.._36$ \ { w I Ll'MITILINE � . - °" � �� �' ���� ®. �' � 1 i I, I P L I // // �i l31 I // // // // // // /.3�1 _�i /� —� ��� �, /' I � U7 1 MODIFIED S -17 SEWER CLEAN OUT PER NDfi %jLl. b11Q P s Ike nE P(c4&iO }fBtCEO,� 90�— 1 / / / / / / / / / / / ., . / / / / / 369' - -- " _ _ old lay R it Ir p O / / / / / 66 6� `' �j� I I H nI 1 SDRSD OR 24x24 BROOKS BOX WITH E M� '(o Vr mev('flw f. vrHo&T A N_ 1 i / / / / -3 '3 66 ��( Q ( o = WATER PROOF TRAFFIC RATED COVER ,/ 3� / / / / r " 'tj11 / / / / / / - ` ~ r I I P O_ RIM EL= 404.90 Gl'dl �Vh(�'. �/ / /i/ /'r // �// /' ,' / / / / ,' P . / /// /��� //,�' / i I IN IN= 403.80 - _ 63 1 / / / / IP i / / / i ° -365 -' / i In is r ii - I IN OUT= 402.90 _ -- 02�/ ' / / // / / .y1 j CD ao GRAVITY LATERAL..._ -- .._ / _ I I r 364-- _ 3$1 / �� / r / / ' / ° / ' / / L6 r PER SDRSD 5 -13 100, � i � � / / / / / /�� �� �� -- �� - - -� /� o _ . � ri/ � - 3633 � - I I I I I I I I �i I I sa�� o I �i ^ I I COQ INV EL= 400.80 Ex s" SEWER INV EL= 402.50 361,_ - -' INV EL =402:00 g 1 . \ 1 1 1 1 1 1 1 I I I III o 90 p FINISH GRADE /'�� / / / / /� / / / / / / / / / i / / ,rte— I I I I (+�� R4 EXISTING GRADE 1 / - - - - _ _ Cq _ 1 1 / �� / � -111, / 3 58 / � - - -_ nc pq( _ _.._ ._ WATERPROOF / 3� / / �' / / / / / / 356- - - �, \ \ I 1 \ I �, / / // o f 3 / � � � I I 1 1 I m !, / / / / ti / -- t y d 1 1 \ I ELEVL 8500 I �'� I / / / / /' \ / / / / // - - -,$$5 \ \ I pS d!►' I I I I I I I � / / / "� / / ,/ C/L D/W PATIO FS= 385.00 '31 / i / / ��O , / / / / // �. / / ` I I Iv, % I I I I a / / _ . I ! I PoFESSr / iq / w1 / S / / / _ (I l I I ' o I I I I ( Q N9 PROPOSED BACKFLOW PREVENTOR - e' I / / / / / / /3 ��� ail/ / �6 / / / / /� / / / / / / I ' T¢ V I I 1 ( I I 1 I O R /G DEVICE PER U.P.C. AND CITY / I- i / l 20' INV OUT= 382.30 BACKFLOW ' i / ' � / REQUIREMENTS. PREVENTOR / I / INV IN= 382.00 - I / I No. 65124 N rn 2' SHOULDER 16' DRIVEWAY 2' SHOULDER PROPOSED SUMP & PUMP. 60 "DIA x 7' 5 1 r to DEEP FIBERGLASS BASE WITH WATER PROOF INV= 378.00 / / / / / / / / --- 2 TYPE A- SECTION I MATCHING STEEL COVER PER BARRETT ^ / l /' , / / / / / / r / / / / �/ / / / / / / / // / �" �- '' ' I I I 1 -� A/C DIKE I / // '00, M t ( r \ %q CIVI\- APPROVED EQUIVALENT / ' / / ( I I \ S' Q NOTE: 2X 2 2.75 HYDROMATIC SK60A2 NON CLOGING SUBMERSIBLE -/ SEE BARRETT / , / / / i / / / / / O / / / / / / / / I I I I I I I I I \ 0� \- -=' PUMP W /0.6HP, 1750RPM, 230/1/60 MOTOR, ENGINEERED PUMPS (OR 1 / ! / / / / / / % l r "- ` ' / / I I I I I I I CQ - I BACKUP LEVEL CONTROL SWITCH AND BATTERY INSTALLATION DETAILS f /' ✓ / I / / / / / / / / / / , / , I tl a I I I v �, 1 OTHER AS APPLICABLE / '' BACKUP OR APPROVED EQUIVALENT -SEE FOR SPECIFICATIONS A D SPECIFICATIONS AND DETAILS PER BARRET f Jr "PGG =CLASS ENGINEERED PUMPS (OR OTHERS AS APPLICABLE). - -/ '° % / / / 1 / 1/ / // '7 I - - - - - -- /30 6/ / / / ' / / /' / � W 33 1 / / / l / / I i/ / /� / / o , I I I I I1 • I I N COASTAL LA ND SOLUTIONS INC. a/ DRIVEWAY SECTION PROFILE SEWER LATERAL cn 573 SECOND STREET ENCINITAS, CA 92024 SCALE: 1 " =5' SCALE: 1 " =10' I / / / / ' p H 26044O14I PH (760) 230 -6025 [PN FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT REVIEWED BY:_ DRAWN BY: CHECKED BY: sRJ SR,, SCE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. VISA P�tO EI.�Vt; hOp PooL� Mop py 610° / A� DESCRIPTION: 2.5" BRASS DISC MARKED "LS 7322 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR V D GRADING PLAN FOR: ®� j Wfr iE2 L1':ILE- G11tt�at S'Sottf y" ?f-7f I ENC -17" CONTROL PT NO. 1017 IN n, - / - DROP INLET ON THE NORTH SIDE OF HORIZONAL N/A ___ 1 D� Q�_ Gl%NGi� _ rZ'6�1f SOUTH O RANCH ROAD AND 50' BY: ,- __�/1./V1 v BY: - 1 -- SCHMIDT- WETEKAM RESIDENCE j (, SOUTH OF ADAM'S RUN. F ,, - MASIH MAHER, PETER COTA- ROBLES, 359 FDRT UNA RANCH ROAD Rr v15E DRIVEWAY; _A KET_ wnd 1 t/ r f -D�(1- -Sul L _��� lqC �'. RECORD FROM: R.0.5. N0. 18416 VERTICAL N /A ST EN R. JgN�S, R.C.E. NO. 65124 DATE C42519 C52176 ELEVATION: 427.877' DATUM: NAVD88 EXP. 9 -30 -1 DATE: 4 23/ II DATE: _ _/1A '!I // PLANNING CASE NO. (N /A) APN #264- 101 -17 1 SHEET 2 OF 3 a`o i IRS I IEj S STA 0+106` / N N89 °50' 14';W 3 329.,-76' $ IILA >- - -- � -- ' �� R I �/,4TE R RQ,4P '- AUGUST 23, 2001 AS INSTRUMENT NO. 2001- 0601108 OF OFFICIAL t oVloE ��' µINIMuM CoV �- ,Ati2 / � � o ^ " ��: -- = /6tclTS+ote I t NO RECORDS. - RECORDS. I rrf(IA) 1010ftjc RouO / y,I, � . , -cam r ous — Ek'daP OF frh -({31� �, -, - EXACT LOCATION OF SAID EASEMENT IS NOT DISCLOSED OF RECORD. / aQ flitt¢t$ P EX WATER VALVE FIRE NOTE: PA DURING ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH ,I DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALOIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. 1 1 ---FINISH GRADE 5':P`( OVER 6" CLASS II BASE .. 14� MODIFIED CONCRETE DR APRON PER SDRSD G -114 THE -- ` " "' -' ANGLE OF APPROACH AND ANGLE - EXISTING GRADE OF DEPARTURE SHALL NOT EXCEED SEVEN DEGREES (12 PERCENT) ODIFIED CONCRET£ DRIVEWAY �.. - 7, - 9j / / ' ° RON PER SD SD G -14 S ro -EX RIP -RAI � . 28 z /� FL =402A4 .. _.. q`, 9 FL= 401,0, -40 DECORATIVE \ \ e _ �2 , Py _ - = S _ QpQytW FL- 400.04 4, I WALL r - 2i9 7W 'r96. .54w- '2o S F �,. ` -.. -� \90 / / I r �t7 peC �tfQpGK4/RIrL.. -- -'400- 9 EX RIP RAP -2:1 MAX. S - -YV/ zva -° EX ICV — V - LOOSE ROCK = 39$.80 CULVERT u __._"._.__ _ � �v // o..- / ,.• ' 1999 � I _ __�. , � FS =39b.��" F �i �� �� 8 GARAGE FFS F `-= 3396.10 5:1 p 98.50 � WE R \ ` \ - -- - —2:1 MAX. SLOPE 7% FFa .& UPPER = 396.10 . FF LOWER = 386.10 PROFILE DRIVEWAY A— A - � � ' / Ao � /' / � � , � goo' � � ��� � PAS 3as 10�� a y�s�rr =388.1 a� Fs= 386.00 ,�� . ��Rouc w�iL - _ SCALE: 1 " =1p' // 1 // , 99 o ,- -""_. �(j SEWER SUMP AND PUMP PER Q(I${,ua (A0 -1,4@ EXISTING GRADE / AO // / � „ -\ �q� %St 96 � / / 39�� �%Z f5 2�0 � � p FS= 3853@ � 1 WIDE 1 4' WIDE - _ _ - -- / / // /' � r3 391 -� /�D BARRETT ENGINEERED PUMPS L U I, McOYNR 2 t, -- - A0� ( 39°'/ /'/ ., �W `��'�,,'.� ��.p',7.� MAX. ,SL`0 _ OR EQUAL. SEE DETAIL THIS SHEET 15- f pp„Ngpe�( TOP COVER= 386.00 ° ' / �UI'a" �D°,t 'UV W.. t7y d , D INV }N- 382.00 C? - A ( / / g , NN)N�IJ � f�ATI0- 385,gp �= "�,... � � �' � - 30 �(AS-(M 157 ® / / / RocK` ! SPA /" o N Q6�rE � �, ; , YEi1 (pAA�. FINISH GRADE �' � / / ,' /' ® ��� � �9`, 7 FE�SEP� All "a 'I° GVTJO INV'SUMP 378.00 - #3 BACKING RIP RAP w - WITH FILTER FABRIC. kz W-1 f lJo. 11;4 1 "�C' Deep h � opt I t° P001° 1 �A �. It le C� / ` g/ Pont. ROCK LINED BROW DITCH - 6 ,. ryC1 p � N i•5• ra o 00 LOOSE-- /� /' '� r $0/ _ `4G - J CHAIN RApCK / 3 < 4 \ / ai3g '� ,VOAL / ,' / / 38S .'��� CAPcft>e6 PATH - A \ WOOD FENCE r _ Cn7 C,4 �J \ ,.. ® z-A, +D¢>rl sE AnLrA @ I' SCeQATivE I ®� r+�9 [� a �tn- r2oG 45 r7Q lvEwn q E1{Is (�dG G� A� (J iD X02 / / 6 I SWIPE N�', / // // // / / / 30 DdsStPaioti X81^ �pQ cy L VA IABLE SLOPE '3: - OUTGO rn ,.._ 10, a 5 / I / /i // LIMITS - nI) © i // 1 / -MIT GRAD` w o ° r 4 kST�VI �; idksC 157 - 8' / / /' / / / 42 01 o LO d. PEI! e4wdL / Rocd'- 0 , dl�il � �� e 1dI^�dl 3a� -- / / / / / / / /1 / / / % / / / / / / / / /// /�4 °/ / /�� /// /�31 °��'= \\ \\ II z° O 1 / / / z � d. (�.•'(.S• 3� /' // ' ' '� �/ 100' BUFFER X01- FIRE CLEARING- _ -\� VARIABLE SLOPE 3 :1"MAX.._36$ \ { w I Ll'MITILINE � . - °" � �� �' ���� ®. �' � 1 i I, I P L I // // �i l31 I // // // // // // /.3�1 _�i /� —� ��� �, /' I � U7 1 MODIFIED S -17 SEWER CLEAN OUT PER NDfi %jLl. b11Q P s Ike nE P(c4&iO }fBtCEO,� 90�— 1 / / / / / / / / / / / ., . / / / / / 369' - -- " _ _ old lay R it Ir p O / / / / / 66 6� `' �j� I I H nI 1 SDRSD OR 24x24 BROOKS BOX WITH E M� '(o Vr mev('flw f. vrHo&T A N_ 1 i / / / / -3 '3 66 ��( Q ( o = WATER PROOF TRAFFIC RATED COVER ,/ 3� / / / / r " 'tj11 / / / / / / - ` ~ r I I P O_ RIM EL= 404.90 Gl'dl �Vh(�'. �/ / /i/ /'r // �// /' ,' / / / / ,' P . / /// /��� //,�' / i I IN IN= 403.80 - _ 63 1 / / / / IP i / / / i ° -365 -' / i In is r ii - I IN OUT= 402.90 _ -- 02�/ ' / / // / / .y1 j CD ao GRAVITY LATERAL..._ -- .._ / _ I I r 364-- _ 3$1 / �� / r / / ' / ° / ' / / L6 r PER SDRSD 5 -13 100, � i � � / / / / / /�� �� �� -- �� - - -� /� o _ . � ri/ � - 3633 � - I I I I I I I I �i I I sa�� o I �i ^ I I COQ INV EL= 400.80 Ex s" SEWER INV EL= 402.50 361,_ - -' INV EL =402:00 g 1 . \ 1 1 1 1 1 1 1 I I I III o 90 p FINISH GRADE /'�� / / / / /� / / / / / / / / / i / / ,rte— I I I I (+�� R4 EXISTING GRADE 1 / - - - - _ _ Cq _ 1 1 / �� / � -111, / 3 58 / � - - -_ nc pq( _ _.._ ._ WATERPROOF / 3� / / �' / / / / / / 356- - - �, \ \ I 1 \ I �, / / // o f 3 / � � � I I 1 1 I m !, / / / / ti / -- t y d 1 1 \ I ELEVL 8500 I �'� I / / / / /' \ / / / / // - - -,$$5 \ \ I pS d!►' I I I I I I I � / / / "� / / ,/ C/L D/W PATIO FS= 385.00 '31 / i / / ��O , / / / / // �. / / ` I I Iv, % I I I I a / / _ . I ! I PoFESSr / iq / w1 / S / / / _ (I l I I ' o I I I I ( Q N9 PROPOSED BACKFLOW PREVENTOR - e' I / / / / / / /3 ��� ail/ / �6 / / / / /� / / / / / / I ' T¢ V I I 1 ( I I 1 I O R /G DEVICE PER U.P.C. AND CITY / I- i / l 20' INV OUT= 382.30 BACKFLOW ' i / ' � / REQUIREMENTS. PREVENTOR / I / INV IN= 382.00 - I / I No. 65124 N rn 2' SHOULDER 16' DRIVEWAY 2' SHOULDER PROPOSED SUMP & PUMP. 60 "DIA x 7' 5 1 r to DEEP FIBERGLASS BASE WITH WATER PROOF INV= 378.00 / / / / / / / / --- 2 TYPE A- SECTION I MATCHING STEEL COVER PER BARRETT ^ / l /' , / / / / / / r / / / / �/ / / / / / / / // / �" �- '' ' I I I 1 -� A/C DIKE I / // '00, M t ( r \ %q CIVI\- APPROVED EQUIVALENT / ' / / ( I I \ S' Q NOTE: 2X 2 2.75 HYDROMATIC SK60A2 NON CLOGING SUBMERSIBLE -/ SEE BARRETT / , / / / i / / / / / O / / / / / / / / I I I I I I I I I \ 0� \- -=' PUMP W /0.6HP, 1750RPM, 230/1/60 MOTOR, ENGINEERED PUMPS (OR 1 / ! / / / / / / % l r "- ` ' / / I I I I I I I CQ - I BACKUP LEVEL CONTROL SWITCH AND BATTERY INSTALLATION DETAILS f /' ✓ / I / / / / / / / / / / , / , I tl a I I I v �, 1 OTHER AS APPLICABLE / '' BACKUP OR APPROVED EQUIVALENT -SEE FOR SPECIFICATIONS A D SPECIFICATIONS AND DETAILS PER BARRET f Jr "PGG =CLASS ENGINEERED PUMPS (OR OTHERS AS APPLICABLE). - -/ '° % / / / 1 / 1/ / // '7 I - - - - - -- /30 6/ / / / ' / / /' / � W 33 1 / / / l / / I i/ / /� / / o , I I I I I1 • I I N COASTAL LA ND SOLUTIONS INC. a/ DRIVEWAY SECTION PROFILE SEWER LATERAL cn 573 SECOND STREET ENCINITAS, CA 92024 SCALE: 1 " =5' SCALE: 1 " =10' I / / / / ' p H 26044O14I PH (760) 230 -6025 [PN FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT REVIEWED BY:_ DRAWN BY: CHECKED BY: sRJ SR,, SCE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. VISA P�tO EI.�Vt; hOp PooL� Mop py 610° / A� DESCRIPTION: 2.5" BRASS DISC MARKED "LS 7322 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR V D GRADING PLAN FOR: ®� j Wfr iE2 L1':ILE- G11tt�at S'Sottf y" ?f-7f I ENC -17" CONTROL PT NO. 1017 IN n, - / - DROP INLET ON THE NORTH SIDE OF HORIZONAL N/A ___ 1 D� Q�_ Gl%NGi� _ rZ'6�1f SOUTH O RANCH ROAD AND 50' BY: ,- __�/1./V1 v BY: - 1 -- SCHMIDT- WETEKAM RESIDENCE j (, SOUTH OF ADAM'S RUN. F ,, - MASIH MAHER, PETER COTA- ROBLES, 359 FDRT UNA RANCH ROAD Rr v15E DRIVEWAY; _A KET_ wnd 1 t/ r f -D�(1- -Sul L _��� lqC �'. RECORD FROM: R.0.5. N0. 18416 VERTICAL N /A ST EN R. JgN�S, R.C.E. NO. 65124 DATE C42519 C52176 ELEVATION: 427.877' DATUM: NAVD88 EXP. 9 -30 -1 DATE: 4 23/ II DATE: _ _/1A '!I // PLANNING CASE NO. (N /A) APN #264- 101 -17 1 SHEET 2 OF 3 a`o �(j SEWER SUMP AND PUMP PER Q(I${,ua (A0 -1,4@ EXISTING GRADE / AO // / � „ -\ �q� %St 96 � / / 39�� �%Z f5 2�0 � � p FS= 3853@ � 1 WIDE 1 4' WIDE - _ _ - -- / / // /' � r3 391 -� /�D BARRETT ENGINEERED PUMPS L U I, McOYNR 2 t, -- - A0� ( 39°'/ /'/ ., �W `��'�,,'.� ��.p',7.� MAX. ,SL`0 _ OR EQUAL. SEE DETAIL THIS SHEET 15- f pp„Ngpe�( TOP COVER= 386.00 ° ' / �UI'a" �D°,t 'UV W.. t7y d , D INV }N- 382.00 C? - A ( / / g , NN)N�IJ � f�ATI0- 385,gp �= "�,... � � �' � - 30 �(AS-(M 157 ® / / / RocK` ! SPA /" o N Q6�rE � �, ; , YEi1 (pAA�. FINISH GRADE �' � / / ,' /' ® ��� � �9`, 7 FE�SEP� All "a 'I° GVTJO INV'SUMP 378.00 - #3 BACKING RIP RAP w - WITH FILTER FABRIC. kz W-1 f lJo. 11;4 1 "�C' Deep h � opt I t° P001° 1 �A �. It le C� / ` g/ Pont. ROCK LINED BROW DITCH - 6 ,. ryC1 p � N i•5• ra o 00 LOOSE-- /� /' '� r $0/ _ `4G - J CHAIN RApCK / 3 < 4 \ / ai3g '� ,VOAL / ,' / / 38S .'��� CAPcft>e6 PATH - A \ WOOD FENCE r _ Cn7 C,4 �J \ ,.. ® z-A, +D¢>rl sE AnLrA @ I' SCeQATivE I ®� r+�9 [� a �tn- r2oG 45 r7Q lvEwn q E1{Is (�dG G� A� (J iD X02 / / 6 I SWIPE N�', / // // // / / / 30 DdsStPaioti X81^ �pQ cy L VA IABLE SLOPE '3: - OUTGO rn ,.._ 10, a 5 / I / /i // LIMITS - nI) © i // 1 / -MIT GRAD` w o ° r 4 kST�VI �; idksC 157 - 8' / / /' / / / 42 01 o LO d. PEI! e4wdL / Rocd'- 0 , dl�il � �� e 1dI^�dl 3a� -- / / / / / / / /1 / / / % / / / / / / / / /// /�4 °/ / /�� /// /�31 °��'= \\ \\ II z° O 1 / / / z � d. (�.•'(.S• 3� /' // ' ' '� �/ 100' BUFFER X01- FIRE CLEARING- _ -\� VARIABLE SLOPE 3 :1"MAX.._36$ \ { w I Ll'MITILINE � . - °" � �� �' ���� ®. �' � 1 i I, I P L I // // �i l31 I // // // // // // /.3�1 _�i /� —� ��� �, /' I � U7 1 MODIFIED S -17 SEWER CLEAN OUT PER NDfi %jLl. b11Q P s Ike nE P(c4&iO }fBtCEO,� 90�— 1 / / / / / / / / / / / ., . / / / / / 369' - -- " _ _ old lay R it Ir p O / / / / / 66 6� `' �j� I I H nI 1 SDRSD OR 24x24 BROOKS BOX WITH E M� '(o Vr mev('flw f. vrHo&T A N_ 1 i / / / / -3 '3 66 ��( Q ( o = WATER PROOF TRAFFIC RATED COVER ,/ 3� / / / / r " 'tj11 / / / / / / - ` ~ r I I P O_ RIM EL= 404.90 Gl'dl �Vh(�'. �/ / /i/ /'r // �// /' ,' / / / / ,' P . / /// /��� //,�' / i I IN IN= 403.80 - _ 63 1 / / / / IP i / / / i ° -365 -' / i In is r ii - I IN OUT= 402.90 _ -- 02�/ ' / / // / / .y1 j CD ao GRAVITY LATERAL..._ -- .._ / _ I I r 364-- _ 3$1 / �� / r / / ' / ° / ' / / L6 r PER SDRSD 5 -13 100, � i � � / / / / / /�� �� �� -- �� - - -� /� o _ . � ri/ � - 3633 � - I I I I I I I I �i I I sa�� o I �i ^ I I COQ INV EL= 400.80 Ex s" SEWER INV EL= 402.50 361,_ - -' INV EL =402:00 g 1 . \ 1 1 1 1 1 1 1 I I I III o 90 p FINISH GRADE /'�� / / / / /� / / / / / / / / / i / / ,rte— I I I I (+�� R4 EXISTING GRADE 1 / - - - - _ _ Cq _ 1 1 / �� / � -111, / 3 58 / � - - -_ nc pq( _ _.._ ._ WATERPROOF / 3� / / �' / / / / / / 356- - - �, \ \ I 1 \ I �, / / // o f 3 / � � � I I 1 1 I m !, / / / / ti / -- t y d 1 1 \ I ELEVL 8500 I �'� I / / / / /' \ / / / / // - - -,$$5 \ \ I pS d!►' I I I I I I I � / / / "� / / ,/ C/L D/W PATIO FS= 385.00 '31 / i / / ��O , / / / / // �. / / ` I I Iv, % I I I I a / / _ . I ! I PoFESSr / iq / w1 / S / / / _ (I l I I ' o I I I I ( Q N9 PROPOSED BACKFLOW PREVENTOR - e' I / / / / / / /3 ��� ail/ / �6 / / / / /� / / / / / / I ' T¢ V I I 1 ( I I 1 I O R /G DEVICE PER U.P.C. AND CITY / I- i / l 20' INV OUT= 382.30 BACKFLOW ' i / ' � / REQUIREMENTS. PREVENTOR / I / INV IN= 382.00 - I / I No. 65124 N rn 2' SHOULDER 16' DRIVEWAY 2' SHOULDER PROPOSED SUMP & PUMP. 60 "DIA x 7' 5 1 r to DEEP FIBERGLASS BASE WITH WATER PROOF INV= 378.00 / / / / / / / / --- 2 TYPE A- SECTION I MATCHING STEEL COVER PER BARRETT ^ / l /' , / / / / / / r / / / / �/ / / / / / / / // / �" �- '' ' I I I 1 -� A/C DIKE I / // '00, M t ( r \ %q CIVI\- APPROVED EQUIVALENT / ' / / ( I I \ S' Q NOTE: 2X 2 2.75 HYDROMATIC SK60A2 NON CLOGING SUBMERSIBLE -/ SEE BARRETT / , / / / i / / / / / O / / / / / / / / I I I I I I I I I \ 0� \- -=' PUMP W /0.6HP, 1750RPM, 230/1/60 MOTOR, ENGINEERED PUMPS (OR 1 / ! / / / / / / % l r "- ` ' / / I I I I I I I CQ - I BACKUP LEVEL CONTROL SWITCH AND BATTERY INSTALLATION DETAILS f /' ✓ / I / / / / / / / / / / , / , I tl a I I I v �, 1 OTHER AS APPLICABLE / '' BACKUP OR APPROVED EQUIVALENT -SEE FOR SPECIFICATIONS A D SPECIFICATIONS AND DETAILS PER BARRET f Jr "PGG =CLASS ENGINEERED PUMPS (OR OTHERS AS APPLICABLE). - -/ '° % / / / 1 / 1/ / // '7 I - - - - - -- /30 6/ / / / ' / / /' / � W 33 1 / / / l / / I i/ / /� / / o , I I I I I1 • I I N COASTAL LA ND SOLUTIONS INC. a/ DRIVEWAY SECTION PROFILE SEWER LATERAL cn 573 SECOND STREET ENCINITAS, CA 92024 SCALE: 1 " =5' SCALE: 1 " =10' I / / / / ' p H 26044O14I PH (760) 230 -6025 [PN FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT REVIEWED BY:_ DRAWN BY: CHECKED BY: sRJ SR,, SCE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. VISA P�tO EI.�Vt; hOp PooL� Mop py 610° / A� DESCRIPTION: 2.5" BRASS DISC MARKED "LS 7322 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR V D GRADING PLAN FOR: ®� j Wfr iE2 L1':ILE- G11tt�at S'Sottf y" ?f-7f I ENC -17" CONTROL PT NO. 1017 IN n, - / - DROP INLET ON THE NORTH SIDE OF HORIZONAL N/A ___ 1 D� Q�_ Gl%NGi� _ rZ'6�1f SOUTH O RANCH ROAD AND 50' BY: ,- __�/1./V1 v BY: - 1 -- SCHMIDT- WETEKAM RESIDENCE j (, SOUTH OF ADAM'S RUN. F ,, - MASIH MAHER, PETER COTA- ROBLES, 359 FDRT UNA RANCH ROAD Rr v15E DRIVEWAY; _A KET_ wnd 1 t/ r f -D�(1- -Sul L _��� lqC �'. RECORD FROM: R.0.5. N0. 18416 VERTICAL N /A ST EN R. JgN�S, R.C.E. NO. 65124 DATE C42519 C52176 ELEVATION: 427.877' DATUM: NAVD88 EXP. 9 -30 -1 DATE: 4 23/ II DATE: _ _/1A '!I // PLANNING CASE NO. (N /A) APN #264- 101 -17 1 SHEET 2 OF 3 a`o LEGEND ER O �1 O A CONTROL PLAN HYDROSEED NOTES -- X- ^-�C -- HYDROSEE SLOPE PROTECTION (17, 000sf) 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 CONSTRUCTION ENTRANCE SAND /GRAVEL BAGS (2 HIGH) (200 ea) 00000000 SILT FENCE (500 ft) -- X- ^-�C -- HYDROSEE SLOPE PROTECTION (17, 000sf) (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS z B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT m I1� 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: ��_ - -_- - !___ - w - - I A. SEED MIX SHALL CONSIST OF NO LESS THAN, k/ - - - - - -- 413--- ___ - - -- -- ----------- - - - - -- ---- - - - - -- - _- -_ -_ -- - 413 --- 1. 20 LBS PER ACRE OF ROSE CLOVER - 4132 7 - - - -( 2. 20 LBS PER ACRE OF ZORRO FESCUE Xl�-- - -_ - -- 412----- - - - - -- - ------ - - - - -- - _ _ _ _ _ - - 411- - - - -t - 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA NOTE: n' I // 411-' __ _ __ ---------------- --_- _--- - - -___ '- _- _----------- - - - - -- 410 -_ -- � -- 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) / - - - - - -- � _ -- _ _ - 409 6. 1/2 LB PER ACRE OF DIMORPHOLECA CONSTRUCT SEDIMENT BARRIER AND - - _ _ _ _ _ _ _ _ - I - - - - .� I / - -� -� _ S - - - S - - - - - - - - 5- -5- -5 - - - - _ 7, ITEMS C, p,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE CHANNELIZE RUNOFF TO SEDIMENT ti - 2 - - - - TRAPPING DEVICE P . / - jC- -- i -- --- - - - --- -406 - - - -- -- ----- - THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET / o _/ _ -� OR RESIDENTIAL STRUCTURES. FRIVATE RO,An o GGREGATE CONSTRUCTION ENTRANCE I B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING _ BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE -- -_ - - -- HYDROSEEDING, °° 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE �� o ° d - -A -- 01 - - - ® -- �-- - .. CERTIFICATION TAG ATTACHED T0, OR PRINTED ON SAID CONTAINERS, °C A4 ° ° y ° WIDTH AS REQUIRE - - - -�;; - - - -_ -� 10• - -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY ti ° ° ° d TO ACCOMODATE / s yon- - - - - NATN THE YDISCRETION OF THE CONTRACTOR, ANTICIPATED TRAFFIC = ` ®® �� - - -- - _ - E- - - B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. 9 ` , �' < Q °' �' �' ' - - --" _ TYPE 6 MULCH STRAW MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY ° °d ° d° • ° \�\ -/ O / /r Yvv - - 0 p�YJL� -_ jl, - -- �, SLOPE BY MECHANICALLY PUNCHIN N IS USED IT MUST BE ANCHORED IN THE ° •% Oy - `/ APPLIED FIBER MATERIAL. WHEN STRAW G NO LESS THAN 50% OF THE STRAW INTO 'THE ° ° � 4 2- f== C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% 19' RADIUS `� 9t0 �' J' 03 " 0. - - - SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. / I _ 4, AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: -MIN. _ °° e °' , �' ®� 1� - -- ' -400- _- -_ A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 15' MINIMUM r p - _ 1. TRACK WALKING SLOPES STEEPER THAN 6:1. a - _ 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. � p /' / ° - P M r a Q - - gg6 c - \ \ ` B. 1. ADJUSTING NG THE SOILS SO SOIL MOISTURE ITTOLPROV DE PLANTING DAMP BUT NOT COARSE °Ogg/ I i' / /' i X.' " u° p GRAVEL BAG" 0.' -3`�7r SATURATED SEED BED, AGGREGATE / / / / o �� p CH CK DAM - _p - - 3 LEACHING FILTER q�QOlt , , jT ICAL) ° 4 ; , . p "- __ 2. OR COVERING SOIL AMENDMENTS, S TO PROVIDE PVI BOLE CONDITIONS FOR GROWTH. FABRIC - / / i / ° b.. ---�` "' _ _ - 39'6 0 ORIGINAL / / °' i' /', ' q • • 0 J - _ HYDROSEEDED AREAS SHALL E MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL GRADE 6' I / / /�''''' ''''''' - THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING °° _p /i // // // /• °r /,, X39 0 -- _ ;`::,' 390 - -- IS THE PERMANENT LANDSCAPING, UNTIL THE P R OJECT IS COMPLETED AND ALL ° ad , _... -, , _ - _ SECURITY RELEASED. Np5 / / i / ° ° ° 3c.•, -�- 696.E 0 -:_ - T - -__ - _. -_ -_ -_ :,'„ - - - _ 5. C SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE: COVERAGE OF GRADED SLOPES 90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED ° qi _ -- - -�, WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE: EROSION AND 1.1' MIN., UNLESS OTHERWISE i I / / /FgINSTALL SILTENCE SEE. ®- - - -_ X SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION SPECIFIED BY CITY ENGINEER / 0 ° / , / / DFTAIL,7HI5 SHEE1 r' - -� SECTION A -A 9 �36� . �� OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER SYSTEM NOTES CONSTRUCTION ENTRANCE •'Ire p, - 3�� 00 _ _ 2 - - -PAD TO SE'STABILIZED .WITH HYDROSEEtl 387 gk NTS /Doti' o�3g0 /, ° / °irf0,, °f /° /, 3 , ® ° OR WOOD CHIP• R kiH, IFQNSI? ING-E, - ` _ v 1. POTABLE WATER WORKS ALL HE MOST RECENDT IEDI ACCORDANCE E WITH HE DETAILS 3 ' /� / �� -° j, /• '. IA>3P130 EMETJ � MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR / / _ ! y _ „ THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ,' /� fi ' o SHALLEHDAVEIORCOPY 0 DISTRICT STANDARD 3L SPECIFICATIONS SHONE PLANOS, CONTRACTOR ° / / i F S PE FIC N HE JOB IT A ALL TIMES. 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO °,3 / /i /' ,/ // /' °° / ' , '� �OOU ( °6 k 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS 4 BY 4 IN (10 BY 10 CM) THE POSTS. / ,/ ,/ ,° /�� g/� / �"; , -• , �� REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO TRENCH UPSLOPE FROM AND ° 3 i / / /i / / oo 38 / // �� e\ \ THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. ALONG THE LINE OF POSTS. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. E TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT // // ,/ /o °� °38� /' /o' �` \ TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. , / I g � ... .. .. ... .. - 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR - HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWN S WILL BE / / / / / °o ° -383 $ „2 -� 37� I \`1 \ SCHEDULED ON A MONDAY OR FRIDAY. A IN (10 CM) I ' /' /' ' ' '' °' °' 6t 3 _ 917 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA, °' ' // // // // // °/ °i /i /� ° °° ; 16"'" - - I g A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL. BE -�. SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 316 -- - II THE WIRE FENCE AND EXTEND IT 391 i / / ' ' ' ° �3� o ° t • • • • • �''" ' - \\ 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. EXCAVATED SOIL. I / i / / i o i o ..,- --�"'° a INTO THE TRENCH. ,/ i / / / ° ° o' / �� o' ' ".. ,' ?31� '.,' "; ,,.••31 • • • • _ _ � \ 1 CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS 390" °° X13 \ 1 I PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. + ..... 312 'F" - ^\ \ 1 11 II 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE III I I I �I ,o /� /,�00 i L _ /'" • :. • • • • • • • ` • " I UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CAL g- I ° / / i / i o° s.:�..,,, -�\ \ \ 1 I I WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING ( III III I FIL TER FABRIC I I�/ 33 ° i / / / , / o , / ° ° i ° �"..� 389 WIRE POTARI;E WATER :.N�`l' CUNT' INUED `'o''o''�''37�'_- i /��%><�__ X ��xi�' °j /'3 11 \I \I I I{ I II ! I{ PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 -227 -2600) /'20. 'TH -WATER SYSTEM SHALL' BE PR RE ACCORDANCE WITH °' °' ° ° 3 0' INSTALL SILT FENCE SEE ° Y/J I \I I I i ' { I CROSSINGS, EXISTING NE PARALLIELING, ORH PROPOSED ECONNECTIONS CSHALL BE CONSTRUCTION, ID. E., LINE E E;S541 TESTED IN A A W ° o o -g1 9 _ _ - ` - DETAIL,. THIS SHEET, �' I I I I I 1 VERIFIED BEFORE ANY CONSTRUCTION BEGINS. /THE PROCEDURES IN THE'OMWD STANDARD SPECIFICATIONS. THE CLASS OF ° ° o L I I PIPL SHALL BE USED AS THE QESPGNATED WORKING PRESSURE FOR "TESTING o' o' o' -36 1 4CL PIPE, VALVES (CLOSED) `AND APPU TENANCES, ° o �° -366 36 9 THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS p I ° ' ° ° ° 66 THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL 38 �' �'' 21.'PIP,ELNES AND APPURTENANCES SHALL bE DISINFECTEDINf ACCORVANCE/' /', °' °'�' - 365 - ° I I I I I I I I m PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. DETAIL SILT FENCE g3 I o _ _ _ _ /''- I I I I m 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, o i 'WITH 15041 OF THE "OMWD STANDARD SPECIFICATIONS PRIOR. %TO , / _ _ _ - _ - / \ I I I m NTS 302 QI AL)T QREST REESULOTS -TO SHHALLI E T.Q `THE CICRITERIABSPECIFIED BACTERIOLOGIC/ // /' /' / °/ ° ° ° - - - - _ _364 - / )( I I I � THAT SPECIFICATION. _ -''CONFORM - ''° I I I I I I TO OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. I I I I I P 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT 22. .CONTRACT RECORD DRAWINGS.MUST BE;SUBMITTED PRIOR TO FINAL // // / / i' °° -- - -_ -__ 362 `_ - I I I i 1 I ( ^ I i COUPLINGS BENDING PLINGS WITH (CURVING) MAXIMUM SHALL DEFLECTION PER COUPLING (2° PER JOINT), NO n�0 ,31 ACCEPTANCE OF,WORK, THE PLANS MUST PROVIDE POST, °CONSRUCTI'ON / / / / / /° o _- - -- - - I I I I I m i / I `VERIFICATION - ,bF THE LOCATION AND ELEVATION` OF PIPES AND APPURTENANCES. / / / ° _ / 361 _ \ 1 I 1 I I I m I I I 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS X318 23 "CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1)' YEAR / / / / / /° ��� �� - -- - \ 1 1 1 1 1 1 i { I I f f I I AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND / I AFTER THE DATE 'OF ACCEPTANCE FOR THE PROJECT.. - CONTRACTOR SHALL REPAIR / / / / / / / �' ° ° 357- - - - - - l I I I 1 1 11 1 I I 0 ( 1 1 APPROVOEDSBYWITHIN DISTRICT'S CT'SMETER REPRESENTATLOCATE FIREBEHIND HYDRANTS MAY UNLESS E OTHERWISE WN LIEU OR REPLACE .ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK, WHICLi / / / / / / 35g 8 o X356-______--, - _ I I I I II 1 I 1 I 1 m I \ I 1 OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW 311 �' "" MAY.. E DISPLACED IN. SO DOING TWAT MAY, RROVE' DEF, CTIVE IN wbRKMANSFA / / / / / o i 35 `�-- ---'�� AND /OR MATERIALS`WITHIN .THE ONE -YEAR 'PERIOD FROM THE DATE OF / / / / ti �� / o o ° - - - I I I i 1 1 1 \ POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE, IjDTNAfjY` // 10 / / „�o / / / �' °o - -- -35 �� �� �.' c+� f I I I Li) I I I I ) I I I I 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT, METER TO BE LOCATED ACC PTANCE. - -WI ?ROUT EXPENSE WHATS YEF� TO THE DTI TRICT, 316 /�' WEAR _AND'TEAR, " "UNUSUAL,ABUSE OR " °N GLECT EXCEP Ep., 3� 0' / ,'3 5--- I 5 -FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN RUNOFF TWO LAYERS OF GRAVEL BAGS / I ° °° 24. ALL,JRRIbATION METERS SHALL BE,- SERVED. -WITYI RPrOYCLED WAE� NL�ESSi36 ' /' /' // // / / / /// / /', -- ' 35q���� \ I I I I f I I I i I I TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. WITH ENDS OVERLAPPED ° PREVIOUSLY APPROVED IN .WRI , ING BY THE, DISTRICT: i / / / / / I I I 1 a' m 1 -. ; ' , i -, , / / / / / / _ _ _ ' _353 � \\ I I I I I I 1 I c° I I 14, METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT 25. ALL 8fURIED NUTS_ AND BOLTS ON "ALL ,FITTINGS -AND VALVES SHALL BE. WAX ' / // // // / / / / i' - _ 1 I i I I I I I THE DISTRICT'S PRIOR WRITTEN CONSENT. GAP BETWEEN BAGS �� i' TAPE WRAPPED -IN ACCORDANCE QMWD STANDARD- 'SPEC(FICATI ONS..,- /' / / / ' / / / / - - - - - - \ I I i I I I I I I I j I I I I 1 I I i I n> I o ,' - I I I 1 1 ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, ACTS AS SPILLWAY / 1 i \ I i - '/ // / I I I I I I I I I I I I I I I I I 1\ COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW / \ , 2A .PLACE IMPORTED S-THA ,.CROS BETWEEN CH NEW' PIPELINE AND E ISTING` i / / / / - - -- I I I I I I PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. na I i WATER OR- -SEWER LINES THAT .CROSS -THE TRENCH.- - / / / / // // / / / o' � -�� . � I 1 \ / 1 i' '' /' /' / / / / / / / - - -- 1 / l l l 1 I I I 1 I I I I i I m I I I I \ \ 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DETAIL GRAVEL BAGS PoFESStoq / i 27., CONTRACTOR TO PROTECT,ALL LANDSCAPING AND HARDSGAPE ANp`'REPLAC // / / /// -- / / I l� / / / I I I I I I I I I I I I I I I \ \ DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES, WITH LIKE "RIND MATERIAL - -- �' N � F - f�" / / // / /� -- � l I / I i I I I I I I NTS �Q�i��C1 R' 11p �2 i' /' 2g, 00NTRAGTOR TO - MAINTAIN'ACCE S TO, ALL. RESIDENCES AT <ALL.- TIMES: /' /' /' /' // / / / / /' /' // l l l / I 1 I I I I I TO j I I I I 1 I \\ \ 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE ti �•� �� z ' / ` ' / / f l l l I I I m I ( I I I I \ \ \ LOCATED AT THE TEE WHENEVER POSSIBLE. No. 65124 _ - / / , p / /° / -} - --- �9- FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT w �7 r•n ° - i ° ° / Oi / cn w m ° p i i 1 ° o i i, o i , g P 6 / / m I ( I \ AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS ARE TO BE COASTAL LAND SOLUTIONS INC. �� ,36 66 a' °' �� �' /' �3 ,3h3 `� P� �a �3a / l I 1 / l l I I I I I I I I I \ g / 3 6 0 / / / / I I N I \ INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. ``� I I I I I I \ 573 SECOND STREET o /' 36 / i 65 ° ° 63 0 36 i r70 g / , / , 1 / , / / / / I I I 1D I I I I \ S P / / / -'� i �'> 362 0 60 ,3 3h �/ / / / / / / /. ( I I I I I m I I I I I I 1 \ 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY ENCINITAS, CA 92024 Tq/� CIVT\ F��i� / / , // /o °o o o °� ° / 1 I i I I I i \� \� \` AND DISTRICT REPRESENTATIVE IN CHANGE. PRIOR TO CONSTRUCTION l L�13 PH (760) 230 -6025 OF CA�i I 1 FAX (760) 230 -6026 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT REVIEWED °R sR CHECKED BY` ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. rV15� �AIpLf;V.f; Apo POOL f Mo01_IG( 710° DESCRIPTION: 2.5" BRASS DISC MARKED "LS 7322 EROSION CONTROL PLAN FOR: Se /Lf,/V {�� �� ENC -17" CONTROL PT N0. 1017 IN PLANS P EPARED UNDER THE SUPERVISION OF RECOMMENDED APPR E %.�� �WktER,SERV GNMukE DROP INLET ON THE NORTH SIDE OF HORIZONAL N/A BY: A- 7'fV1gG" BY \°r�{i l SCHMIDT- WETEKAM RESIDENCE o? -rL'19 - SOUTH O RANCH ROAD AND 50' -_ - 10686- G �SE�2.1vewy_;• A�_.R � -��_ 12 /6j �� SOUTH OF ADAM'S RUN. �'40-III MASIH MAHER, PETER COTA- ROBLES, M RECORD FROM: R.O.S. NO. 18416 VERTICAL N/A _ STEV R. JON S, C.E. N_0.__65_1__ O. 65124 DATE C42519 C52176 3529 FORT UNA RANCH ROAD 4/443/ I t DATE: _�► i�r // ELEVATION: 427.877 EXP. 9 -30 -11 DATE DATUM: NAVD88 � -- - PLANNING CASE N0. (N/A) APN #264- 101 -17 1 SHEET 3 OF 3 D w