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2010-10654 SG (Plans) DRAINAGE NOTE: NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 LEGEND PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY WORK TO BE DONE DESCRIP7701V SYMBOL PROPERTY LINE —A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE STANDARD ADJACENT PROPERTY LINE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION F STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EASEMENT LINE STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APIV, 260-OBS-34 8 APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. / r�APIV, 250-•05'3-•6 � EXISTING CONTOUR 2 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET PROPOSED CONTOUR RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE AREA OF WORK o REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS. �j (SEE SHEET 2) N EXISTING ELEVATION J. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK APJ\I. 260-083-33 WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED °-APN: 260-085-58 91 W 59 = BY A REGISTERED -_j PROPOSED ELEVATION STERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. � � "'° i � U 4. 1HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY r o_ DIRECTION OF FLOW J DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO r rJT1 -' �� AV �- ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND � BUILDING FOOTPRINT REGULA PONS \ IPM, 260083J87 5 j tK 5. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A �����' ` EXISTING SITE WALL 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 r / r r' r KEYSTONE WALL -•t RECOGNIZED HOLIDAYS. r / r) r / r OWNERS r ' JJ J GROSS AREA = 4,941 SF i / WOOD FENCE x — i NET AREA = 4,411 SF JOE HIGUERA APNM, 260085-86 1525 SUMMIT AVENUE D BMP SWPC AREA CARDIFF, CA 92007 �N (714) 803-1919 � C � � ���N8��333 S1TE ADDRESS. NOTE.• 1525 SUMMIT AVENUE CARDIFF, CA 92007 + I PRIVATELY MAINTAINED BMP STORM WATER POLLUTION CONTROL (SWPC) AREA NOT TO BE MODIFIED BEYOND IMPROVEMENTS SHOWN HEREON WITHOUT A PERMIT ASSESSORS PARCEL NUMBER: 26o-083-w � p4 FROM THE Cm OF ENCINITAS. / APN. 250-083-06 LEGAL DESCRIPTION: 30 PARCEL 3 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF / NO CALIFORNIA, ACCORDING TO MAP THEREOF No 20060, FILED IN THE OFFICE OF A BOUNDARY SURVEY. BOUNDARY NO S IS HINFORMATION I 1. THIS THE COUNTY RECORDER OF SAN DIEGO COUNTY JULY 20, 2006. NO PER RECORD DATA. ZG 2 THE PROPERTY LINES SHOWN HEREON WERE CALCULATED FROM RECORD DATA USING A MiN. OF TINT (2) TIES TO STATEMENT OF ENGINEER OF WORK CERTAIN FOUND SURVEY MONUMENTS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH 3 THE EASEMENTS SHOWN ON THIS PLAT ARE FROM A THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE PRELIMINARY TITLE REPORT PREPARED BY HERITAGE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE KE Y MAP ESCROW COMPANY DATED SEPTEMBER 1, 2009. 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 RENEW PERFORMED BY 1" = P0' 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 EASO"T NOM 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 S A PRIVATE ROAD AND UTILITY EASEMENT IN FAVOR AR T OF THE WORK PERFORMED BY THE ENGINEER. OF PARCELS 2 AND J. © A PRIVATE ROAD AND UTILITY EASEMENT IN FAVOR SIGNATURE.• ' DATE: t ( D OF PARCELS i AND J. RANDY R. BR WN SOWARDS AND BRONN ENGINEERING, INC. �oRROfESS/p�` PRIVATE DRAINAGE IN FAVOR OF PARCELS I AND 2, AS SHOWNN ANENT 2187 NEWCASTLE AVENUE, STE 103 R. 890 Fy PARCEL MAP No. 20060. (760) 4 BY THE SEA, CA 92007 QQ y m A PARCELS 11 DRAT 2, AS SHOWN ON PARCEL MAP No. (760) 436-8500 w No.36190 m OF RCE No.: 36190 °C a * Exp.6/30/12 * 20060. Jlq �� .�Q A PRIVATE DRAINAGE EASEMENT IN FAVOR OF TF OF GAL PARCELS 1 AND 2, AS SHOWN ON PARCEL MAP No. 20060. A PRIVATE DRAINAGE EASEMENT IN FAVOR OF PARCEL SANTA FE DRIVE i, AS SHOWN ON PARCEL MAP No. 20060. THE FOLLOWING EASEMENT HAS NO LOCATION SET FORTH Ln c AND THEREFORE CANNOT BE PLOTTED, z m z `n a.) AN SDG&E EASEMENT FOR PUBLIC UTILITIES AND N INCIDENTAL PURPOSES RECORDED JANUARY 19, 1957 Z S17 AS BOOK 617 PAGE 27 OF OFFICIAL RECORDS, PER `L5 y a PARCEL MAP 20060. 5 2 w s n w n Q r 0 9 � w 3 g n w : Z� t^ 0 W m f l i Q ?`m VICINITY MAP YJ omm �F N.I.S. ED BY REVISIONS APPROVED D REFERENCES DATE BENCH MARK SCALE PLANNING AND BUILDING Y W RRS ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERNCES DEPARTMEN DRAWG NO. DESCRIPTION: THE MOST WESTERLY CORNER OF EXISTING PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED S(L APPROVED SIMPURED GRADING PLAN FOR: LOCATION CONCRETE PATIO. (19 (i BACK YARD OF SUBJECT PROPERTY. HORIZONTAL N/A DATE : If D BY: BY.' �' HIGUERA PA 110 _ 10654-SG RECORD FROM: ENCINITAS GRADING PLAN 0011-G. VERTICAL N/A �� l/ l`j /o R.C.E. NO. 36190 1525 SUMMIT AVENUE ELEVATION: 150.12 DATUM: ASSUMED BY. DAiE ;RAN R. BROWN EXP. 6/30/12 DATE : Z 2 (� DATE : /Z�/ 8�/D A.P.N. 260-083-86 SHEET 1 OF 2 d JOB No. 10-050 DATE 11/19/10 STOWWATER POLLUTION CONTROL BNP N07ES RELATIVE TO CONSTRUCTION ACTMTIES CONCRETE WASHOUT CONIRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER I AND THE LIKE INTO THE STORMW47ER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. REMOVE STEPS & REPLACE � CONSTRUCTIONSITEACCESS o WITH 3 STEPS ® 1' TREADS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING o DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. N =11 EXISTING PATH 11.45' TO REMAIN �o y� ' EXISTING WALL, WER CONSTRUCT101VVEHICLES STRUCTURE & FENCE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, U �, PROTECT IN PLACE. VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE cn EROSION CONTROL — EXISTING WIER STRUCTURE TO REMAIN �, N ��- ER09ON CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED REMOVE BRICK PATIO & AGAINST EROSKAN BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER EXISTING 4' WOOD REPLACE AT NEW GRADES I VEGETATION, AND BONDED FIBER MATRIX. FENCE TO REMAIN / O '" I o MIN. 2" COARSE WASHED SAND o 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 oo, CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. off;' llb REMOVE SMALL TREE SECTION A -A ..� REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO F ll S� NIS AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY 1¢810 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 GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL ,moo PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE O0& NM-1 �� F7 141 1¢j>0 _g �v 68 REMOVE STEPS & REPLACE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. �S WM-5 EXISTING CONC. PA TI WITH 5 STEPS 0 1' TREADS x TO REMAIN 91- EXISTING WALL & FENCE 0N4ITECON9TR(X7M IATERUIL STORAGE WM-8 r< o PROTECT IN PLACE EXISTING WOOD FENCE ON CMU WALL TO REMAIN I h STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE WM-9 �' �� _ i ! �� � ^,' THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ADJACENT GRADE ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE STOCKPILES i so MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY � REMOVE & REPLACE KEYSTONE WALL BY HOLDING ice% FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR AT ALL TIMES SS/�o HORIZONTAL LOCATION M THE TOE OF WALL WITH NEW PROTECTED W11H SOIL STABILIZATION MEASURES AND PROVIDED W11H A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER � •: REMOVE BRICK PA 110 & 0 LOWER ELEVATION AND MAINTAIN TOP OF WALL ELEVATION REPLACE AT NEW GRADES EXISTING TREES TO REMAIN — ;, \ AT NEW LOCATION MIN. 2" COARSE WASHED SAND TRANING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH i' REMOVE SMALL SQUARE BRICK EVERY 2' OVER NATIVE SOIL THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO AND FILL WITH PEA GRAVEL. REMOVE SMALL SQUARE BRICK EVERY 2' AND FILL -1 EVERYONE WORKING ON SITE THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT SEE BRICK PAVER DETAIL. W11H PEA GRAVEL (SEE BRICK PAVER DETAIL) STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 147¢6 8 - REMOVE BRICK PATIO & SECTION B-B WASTEAIANAGEMENT F� 144¢ REPLACE AT NEW GRADES CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. TW 148.7 DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM FG 14751 NTS IS STRICTLY PROHIBITED. \' 7¢,5j NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWAIER. BERMS/DIKES SHALL BE PLACED AROUND ALL �� \ — REMOVE SMALL TREE DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS B LID-32 SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. EXISTING PATIO TO REMAIN 1 ,�bh •. --- REMOVE STORM DRAINS AND PIPES MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND v - CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN EXISTING SLOPE & APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, EXISTING PLANTS TO REMAIN CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER - REMOVE KEYSTONE WALL & POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE (RASH CANS AND RECYCLING RECEPTACLES AROUND THE SIZE C TO REMAIN \ REPLACE AT NEW GRADES x _ EXISTING WALL & FENCE SS-2 ....:. EXISTING WIER STRUCTURE DUMPSTERS CALL EDCO AT 760 436-4151. RESIDENCE EXISTING CONC. PATIO R PL 8.56' N -� PROTECT W PLACE lb FF 150.20 ^ � PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE EXISTING SEWER - i TO REMAIN tea' �!i ADJACENT GRADE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. PAD 149.50 CLEANOUIS TO REMAIN \ ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY MATCH EXISTING GRADES CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE 7 1g?75 AT TOP OF WALL REMOVE BRICK PATIO & \� ', / FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE REPLACE AT NEW GRADES C ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633-2770. MIN. 2" COARSE WASHED SAND OVER NATIVE SOIL BMP LEGEND REMOVE SMALL SQUARE BRICK EVERY 2' AND FILL EROSION CONTROL FG WITH PEA GRAVEL (SEE BRICK PAVER DETAIL) 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM HIGUERA AT (714) 803-1919, 24 HOURS A DAY. '° DESCWW" s''"B01 SECTION C— C MATERIAL & WASTE MANAGEMENT CONTROL BMPs 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY NTS SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT WW1-1 MATERIAL DELIVERY AND STORAGE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. WV-4 SPILL PREVENTION AND CONTROL / J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING Wm-5 SOLID WASTE MANAGEMENT INSPECTOR. WY-6 HAZARDOUS WASTE MANAGEMENT 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. WM-8 CONCRETE WASTE MANAGEMENT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY -9 SANITARY WASTE MANAGEMENT AREA OF WORK ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE W TEMPORARY RUNOFF CONTROL BMPs 1' = 5' REMOVE SMALL SQUARE BRICK EVERY Z 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUDONS TO PREVENT PUBLIC SS 2 PRESERVATION OF EXISTING VEGETATION 2' AND FILL WITH PEA GRAVEL (7 TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. NO W 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. SC-10 STORM DRAIN INLET PROTECTION ® 2 LOW IMPACT DEVELOPMENT BMP's THIS PLAN IS TO REESTABLISH THE DETENTION BASIN 0 W 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE QAOFESS/p THAT WAS DESIGNED, APPROVED AND BUILT BY THE ¢ �8 CONCLUSION OF EACH W1WK DAY. LID-32 PERMEABLE PAVEMENT DESIGN �Q<�O O� R. 8,90 <01 ORIGINAL GRADING PLAN 0011-G FOR MAP 20060. m Wz� ca 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE � R �� �� T a w e 2 z U) OWN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE w No.36190 m 0 W�i REMOVED AFTER EACH RAINFALL. * Exp. 6/30/12 * Q ? m BRICK PAVER DETAIL 3 tH Jlq CIV1� ��P NTS c0 < � TF OF CAL\F�e REVISIONS APPROVED D REFERENCES DATE MYCM MARK SCALE I XR m ENGINEERING DEPAR7MENT APPROVALS CITY OF ENCINITAS FJVQVM ING SERWC£C SS DPAR7MENT DRAWG NO. DESCRIPTION: THE MOST WESTERLY CORNER OF EXISTING RMS MPAREp Wff SUPRW90N OF RECOMMENDED AWRQ D SIMPLIFIED GRADING PLAN FOR: LOCATION: CONCRETE PATIO. I (g �d BACK YARD OF SUBJECT PROPERTY HORIZONTAL N/A DATE HIGUERA PA 110 10654-SG RECORD FROM ENCINITAS GRADING PLAN 0011-G. VERTICAL N/A R.C.E. NO. 36190 BY. BY. 1525 SUMMIT AVENUE R ELEVATION: 150.12 DATUM: ASSUMED RAND R. BROWN EXP 6/30/12 DA>F : )_ / DATE : A.P.N. 260-083-88 SHEET 2 OF 2 a JOB No. 10-050 DATE.. 11/19/10