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2007-578 G (Plans) (3)GRADING NOTES: NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND FACILITY PIPES RELATIVE TO CONSTRUCTION ACTIVITIES 1. THE STEEPEST EXISTING SLOPE IN THE GROUND AREA IS A PORTION OF THE NORTHWEST QUARTER OF SECTION 22, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN MADE SLOPES). TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WASHOUT MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.0 FT AND THE ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED ON CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE ON THESE PLANS, HOWEVER: CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. MAXIMUM VERTICAL HEIGHT OF FILL IS 2.0 FT. APRIL 19, 1881. CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 3.4' 2. THE SOILS REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A OF CUT AREA OF CUT (S.F.) A • P • N • 260 - 630 -12/13 INVESTIGATION, PROPOSED 4- PARCEL MINOR SUBDIVISION, 1530 LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SAN ELIJO AVENUE, CARDIFF -BY- THE -SEA, CA" PREPARED BY C.W. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID SIGN DESIGNATING THE WASHOUT LOCATION. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 2.6' LAMONT COMPANY, INC., DATED MAY 4, 2007. UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR CONSTRUCTION SITE ACCESS SITE ADDRESS ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE VERIFICATION AND NOTIFICATION OF COMMENCEMENT OF WORK: OF FILL AREA OF FILL (S.F.) 1531 RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID A R VEHICLES STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED ENCINITAS, SAN ELIJO AVE. FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT ENCINITAS, CA I REPORT. A. CARDI ff WASTEWATER 'DISTRICT (760) 753 -0155 OWNERS CERTIFICATE: B. GAS &ELECTRIC - SDG &E (800) 422 -4133 -DIG ALERT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL '(�S f Dv/l�I,.. TlZUST. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF AND /OR CORRUGATED STEEL PANELS /PLATES. OWNER / P E R M I TT E E 18ER FA M k LY T -lR�JS SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C. WATER - SDWD (800) 422 -4133 - DIG ALERT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO (800) 422 -4133 - DIG ALERT CONSTRUCTION VEHICLES THESE PLANS. ^ ^ AND ^°°°° "gsw 3. SC.NREtBp_K IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE D. TELEPHONE - SBC "r2uSTEE U A lz o31 M85 E. CABLE TV - COX 800 422 -4133 - DIG ALERT 4299 RGHTG DR 9E)Z APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN A SPECIFIED AREA AWAY FROM GUTTERS AND STORMDRAINS SHALL � o. BaX IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL GA°i S°An GA o�rn1 CONJUNCTION WITH IMPROVEMENT PLANS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE ) ckFDIFI =/ CA 9Zoo-z HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, 760 � zo o1 en HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR �- -*�-_� C 61R) 2a B - (. o Io 3 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE REPAIRS SHALL BE MADE OFF -SITE. ALTERATIONS ER ADDITIONS TO THESE PLANS WHICH THE CITY PHONE: (760) 633 -2770. ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EROSION CONTROL THE PROPER COMPLETION OF THE IMPROVEMENTS. ESTIMATED EARTHWORK QUANTITIES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR TO PROTECT ADJACENT PROPERTIES DURING GRADING- OPERATIONS. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AND REMOVAL. AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND 1896 CUBIC YARDS EXCAVATION (CUT) REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SOILS ENGINEER'S CERTIFICATE SUCH S EROSION ND BONDED O MATS, ADEQUATE GROUND COVER STABILITY OF 215 CUBIC YARDS EMBANKMENT (FILL) 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 1681 CUBIC YARDS EXPORT BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE I, CLIFFORD W. LA MONTE A REGISTERED CIVIL ENGINEER IN THE STATE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING / gl3��j REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED WET WEATHER. / % ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH OR A LICENSED LAND SURVEYOR. SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF CONDITIONS. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL OR UNDER MY DIRECTION BETWEEN THE DATES X15/2007 AND AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT DATE: SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY 7O°^ pGNT -9 D,°. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT 5 4 2007. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED EROSION CONTROL MEASURES. GAR'S °A^ GA 92941 PRIOR TO COMMENCEMENT OF WORK. FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED HEALTH STANDARDS, LAWS AND REGULATIONS. TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY }ZES1DV1kL T[ZUST EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES (/) INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND SC W F,&) f3ER I"� I LY I IZu T ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. COVER. DO NOT REMOVE TREES OF SHRUBS UNNECESSARILY; KAVRR N J 5CA4KE IB1HR r / �' QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. THEY HELP DECREASE EROSION. TKuSTE C U/A i L f 03 11`Ig5 r 11 f 4N 3 NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 1 REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED SIGNED: 7 fEss TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE o �DX `ioZ ��;t1 f�, � REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING � �+ CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION c_&KD1FF� CA `Zoo �.�, DEPTHS. R.C.E. NO.,/2& + eato) CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTIN z MEETING HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE 4u� to n F PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, EXP. DATE 12/31 /09 1` �/� FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING C.W. LA MONTE COMPANY INC. ) i BIND THE SOIL SANTA FE DR. 9TF LEGEND F9o.C352i5 �� SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN A " 4350 PALM AVENUE SUITE 25 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE VERDE kT ADVANCE BY CALLING (760) 633 -2770. LA MESA, CA 91941 �Z - EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. J ' CIVIL A. SITE G ITEM STANDARD DWG. SYMBOL 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIAL TO ANY TEL: (619) 462 -9861 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. P9 PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE FAX: (619) 462 -9859 C.A CUT SLOPE (2:1 MAX) JOB NUMBER 07 -5345 < 9 DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE ON -SITE CONSTRUCTION MATERIAL STORAGE. ,y � L� GNP CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 9L O�R�\N FILL SLOPE (2:1 MAX) SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY SAN DIEGUITO WATER DISTRICT PREVENT MSEEPAGE AND SPILLAGE. CONTRACTOR SECURE HALL STORE TO �� T Ti T� ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. TEMP SLOPE (2:1 MAX) 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES THESE PRODUCTS WHERE THEY WILL STAY OUT OF THE RAIN. _ V v [ _ 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL f,.r_coRJ PLAN PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY FUEL STORED ON -SITE. GREW FM6kIIJEERZINE{ AND PROPERTY LINE: RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM VICINITY MAP SufiV-Y 1I.SCr PROPOSED BUILDING SETBACKS: - - - - - PROVIDED STATING: "THE GRADING UNDER PERMIT NO. "578 -G" STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, Q 4 -6-17 151 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. NOT TO SCALE C EXISTING CONTOUR: - �<2 AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE L STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED T.B. REF: 1167 -C2 E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL 500A D c. ASRMAN DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES 11-CE34360 PROPOSED CONTOUR: GRADING OPERATION. CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND tXP• 1- 36-19 � SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO THE PERIMETER AT ALL TIMES. STATEMENT OF ENGINEER OF WORK FINISH SPOT ELEVATION: x3� 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT BY SAN DIEGUITO WATER DISTRICT. TRAINING PROPOSED EASEMENT: AND TEST THE EXCAVATION PLACEMENT AND COMPACTION L FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. SHALL 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED EXISTING BUILDING: - - - - - SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETTEE DETERMINE THE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF REQUIREMENTS. THESES BMP NOTES SHALL BE AVAILABLE TO PROPOSED BUILDING FOOTPRINT: GRADING OBSERVATIONS HE SHALL STATE THAT OBSERVATIONS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES EVERYONE WORKING ON SITE. THE PROPERTY OWNER S) AND THE PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES EXISTING OVERHEAD ELECTRIC: E THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED EXISTING EDGE OF PAVEMENT: - PLANS CONSTRUCTED T A ACCORDANCE WITH THE APPROVED GRADING THEN THEY SHALL BE UPGRADED AT THE OWNER'S EXPENSE. WASTE MANAGEMENT BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE 4 UTILITIES TO MAINTAIN MINIMUM 5 ,FOOT SEPARATION WHEN FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A ACCEPTABLE FOR THEIR INTENDED USE. PARALLELING WATER SERVICES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING F DETERMINATION BY THE CITY OF ENCINITAS AS THE TECHNICAL CENTERLINE: ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 5. MINIMUM HORIZONTAL SEPARATION - 10 FEET REQUIRED BETWEEN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY EXISTING WATER MAIN: W OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE EXISTING SEWER MAIN: S SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES DAYLIGHT LINE: III OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT FRONT OF THE PARCEL THEY ARE SERVING. COHECKED FREQUENTLY STORM SHALL BE THE NEGLIGENT DAMAGE OR BODILY INJURY RAIINAED•AND EROSION CONTROL MEASURES HAVE BEEN NOTES: CLOHSEDSTRUCTUR TIMES. DUMPSTERS MPERVIOUSWITHOUT GLIDS SHALL COVERED E PLACED DRAINAGE DIRECTION: -� > AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT PROPOSED DRIVEWAY: G -14, G -15, G -16 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE OF THE WORK PERFORMED BY THE ENGINEER. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED EXISTING WALL: C= =1 i= SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WORKING IN THE PUBLIC RIGHT -OF =WAY. FAILURE TO DO SO WILL PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE ., WALL PER BUILDING PLANS: �r SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR p AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM WHERE THE LOCATION OF THE PROPERTY LINE IS DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL BY; PROPOSED RETAINING WALL: C -1, C -3, C -4 0 NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL RONALD C. ASRMAN DATE DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 °`. FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO EXISTING OVERHEAD UTILITIES SHALL BE UNDERGROUNDED. EXISTING ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. R.C.E. 34300 (EXP. 9- 30 -99) PROPOSED PCC CONCRETE: PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OVERHEAD UTILITIES SHALL BE UNDERGROUNDED. 17 OVESSlp PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH p 4q s,+ P.C.C. BROW DITCH: D -75 TYPE B (COLOR CONCRETE X..: ACCORDANCE WITH SPECIFICATIONS. 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER CANS AND RECYCLING RECEPTACLES AROUND THE SITE. Q�w ZF A ADJACENT PROPERTY LINE. WATER IS TO DRAIN AWAY FROM �0 q�y� yc TU F COVERED BIORETEtf[/otJPE SEE ADETAIL PON HT. N5) 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED ENGINEER OF WORK " AID GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS CONVEYED TO AN APPROVED DRAINAGE FACILITY. FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY :n SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL 4. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM N®. 343®0 1" WATER SERVICE W /DUAL METER: *WS -09, WC -17, WP -02 WIE C BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER STORMDRAIN INLETS ON PERVIOUS SURFACES. CREW ENGINEERING VEGETATIVE COVER JUTE MATING MUST BE IMPLEMENTED OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL , ) WHERE AND SURVEYING ,p ®� TRENCH RESURFACING: ENCINITAS STD. DWG. STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM STREET, 1q C°IV\0 4� EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK 5725 1(EAR?+f d11= 64ROAD, TE. "E�l P�OFCAL�E� PROPOSED 5' BLACK CHAIN LINK FENCE: - -X BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM SAN DIEGO, GA. 92123 5113 bkLTt mvKiR DK. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED AND BLENDED IN LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE CONSTRUCTION SITE. 858 571 G§ §§ LA; ME5A C-A `t19+'2_ PROPOSED "NO PARKING ACCORDANCE WITH THE GRADING ORDINANCE (SECTION 23.24.490). FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH 815- 3i25 FIRE LANE" SIGNS: MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY BF 16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DIST. ENCINITAS PUBLIC WORKS DEPT. ENCINITAS PARKS & RECREATION DEPT. SEWER BACKFLOW SHALL BE COLLECTED, PILED OR OTHERWISE BE DISPOSED OF OFF AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PREVENTER REQUIRED THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT PLACEMENT OF PORTABLE TOILETS OVER PERVIOUS SURFACE. REVIEWED BY: REVIE D BY: REVIEWED BY: REVIEWED BY:' HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE�� *PER WATER AGENCIES' STANDARDS (WAS) DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND /ww �.__ -�// � 5USM P / BMP STATUS: CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, '' DRIVEWAY, AND STREET. DATE: d 2 DATE: 6'2- 09 DATE �^ Z �� DATE: �� D9 5TANDARD PRQIEGT SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVE DATE REFERENCES DATE BENCH ARK SCALE PLANNING AND BUILDING DESIGNED BY DRAWN BY -CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. RNC� S EET No 12 3 O OC 137- CARDIFF ALONG AT& SF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED Rte' APPRO GRADING PLAN FOR: ADD 6HEU3S -G' IT RR- 100'E. OF q TRACKS, 48'W. of REVIEW D BY p A-DD 5"EE7 7A - / -/ INTERSECTION OF MOZART AVE' & SAN HORIZONTAL N/A ��b� DATE: 6-1 -D / BY: BY: 1531 ELIJO 578-G VQLO S ELIJO AVE. IN CARDIFF SCHOOL VICINITY., R.C.E. N0. 34300 SAN AVE* AVE . FOUND COPPER ROD WITH STANDARD DISK VERTICAL N/A RONALD C. ASHMAN DATE: 7113/T DATE: I� IZELe(LDPf RN AS 13c51LC yon C ` t� ( STAMPED OC 137, 1968. ELEV. 78.45 DATE: EXP. 9/30/ PLANNING CASE N0. 04 -178 /,SHEET I OF,� l �9CL>`� A.P.N. 260 - 630 -12 13 7 Cl.Mlo -22�1� ( NOT -F-: rD t\1DjusT'TD NAVp 65 DATwM J.N. 1286 ADD 2.16'rop�AN El_t^vfkTloNS (go,61)) 0 Lo Cn V 1 -1 r ( in V • r r U' Z _z W W U O O W � z W Z A W • Ik . WARP PAVEMENT ` �� \ NOTES TO DRAIN �" 4 50' 4 , // MATCH ELEV. EARTHEN �8 PLAN BERM FUTURE GRASS LINED 1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE 77", � GRADING PCC DITCH PER 78" /� SWALE (TYP.) RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY a NOTE: TOP EDGE OF THAT ISODETERMINED TONED TOR MAINNPERMANENTLYO R BFOR A ° 1531 SAN E L I J O AVE. D -75, TYPE B . a I i COON BETE PER W l W SWALE IS LEVEL SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL LANDSCAPING O CONSTRUCTION OPERATIONS. E (STING R =1' 6 "A.C. DIKE DETAIL C I EXISTING I (PLANS). W W �/� 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE E P. \ NTS BUILDING ( I i I CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF I \ EARTHEN POLLUTANTS, DIRECTING WATER INTO LANDSCAPING AREAS RATHER X / { j < THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE DETAIL A \ BERM, MIN. 6" I ° 3" MIN. - _ -._ - - - - - - - - J 1\ HIGH I USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM EXIST. TED B R =127 2 W EN�INEG-RINC�AtJp E.P. OTHER #P1 L =18. CAUTI0�1! W A0 C. ASHMAN 3 ,4366 q -30_19 40' i EXI T. 8' GAS MAIN SE R M IN MA EXI D lo, fiPA 0 EM SEWER ATERWL _ i zz TED B R =127 2 W EN�INEG-RINC�AtJp o OTHER #P1 L =18. CAUTI0�1! Ro PIC-15 625t. A0 C. ASHMAN 3 ,4366 q -30_19 40' 12" HIGH PRE ' U E GAS MAIN EXIS N D lo, SEE SDGE GASIMA N 1" P ATE CAUTION NOTES( 0 THIS SHEET. n SERVI E TO ME E� EXIST. M.H. W 1 ABAN ED 17' `cPb'D E ST3:PO POL 0� V) i �0)2j. �J 0' EXIST. 6' o AC CL -150 W.O. 62 -2 (2sr I I �' i � PRO D I � PAV SWA APPROVED DATE REFERENCES 4.50 < / cn PROP SED 5' D. V l . i PATH a EXISTING 1 ' W R °( 4. SERVICE T R AIN C14 rl C m 0 z M W Lo W w J ~ � � U is a z n z w Z a , w X W F- Z w U � 'R =128 .70 L =23. 6' (93 soJ, A=1.02 EXISTING 6" GATE VALVE�i i zz TED B R =127 2 W EN�INEG-RINC�AtJp o OTHER #P1 L =18. CAUTI0�1! Ro PIC-15 625t. A0 C. ASHMAN 3 ,4366 q -30_19 40' 12" HIGH PRE ' U E GAS MAIN lo, SEE SDGE GASIMA N DI 30' CAUTION NOTES( 0 THIS SHEET. n ° E� EXIST. M.H. - E 1 (85.53 I.E. `cPb'D E ST3:PO POL 0� i NOT TO SCALE I _ M J9� ` EARTHEN SWALE TEMP. i i WATER, AND SPILL CLEAN UP TECHNIQUES. j PRO OSED j� IN DRIVEWAY AREA TYP. DETAIL B 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO 6, CUR OUTLET Jv I �} NOT TO SCALE BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE ANY PER -25 ^ ,:J� EXISTING EXISTING L - ^j 7 EXISTING ING EMBED COBBLES IN RLQW J, RETAINING WALL o ^ RETAINING WALL FUTURE GRASS EXISTING A.C. f`/ ( 4 75) LINE LAST 20' OF DITCH- o TO BE REMOVED v TO BE REMOVED LINED SWALE (TYP.) PAVEMENT TO BE a60 4V9T9U REMOVED (TYP.) L - - J�� J 8 ° D BAIL o �� TO 14 N6T 2'24 "E O �� ,�> > >o '�Ki �0 o° O ��6 h0 ?�) S 1 .00' �h' F < 44.2 6) LG CIA o� 44.00' 10 44.0 TCI BE RELO TED B F W EN�INEG-RINC�AtJp o OTHER #P1 CCw-M 41 -I$ Ro PIC-15 625t. A0 C. ASHMAN 3 ,4366 q -30_19 40' lo, DI 30' ° EXIST. M.H. (85.53 I.E. 0 V) i �0)2j. �J EXIST. 6' o AC CL -150 W.O. 62 -2 I �' i I � REVISIONS APPROVED DATE REFERENCES DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE /y EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED Q s ° 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED 79.46 AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, 118 111 FL EXISTING BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED CONCRETE TO E AS NEEDED, AND IN THE EVENT THAT THE IRRIGATION PIPING M J 6" HIGH a 2:1 6� FO - - - REMOVED' TYP. DEVELOPS CRACKS, E B E A LEAKS OR BREAKS REPAIRS WILL BE ARRANGED Q EARTHE BE 11 -� - -. FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN I ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN PROPERTY OFF -LINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. FG c •IS I °. ' 9 0 ° a ° _ nj BOUNDARY Y 0 % �)7s °. FG�SOq' �3 .1�� 73.15 0 F ��4.9 ° FIG FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF o / FC G,. 6 '➢� 5 FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND a. FQ LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE w 77 113.40 7 I r I STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS FIG X73 I, I AND LANDSCAPE AREAS DESIGNED FOR STORM WATER POLLUTION s • < @4." 0' / 1FG ° 3p PROVIDE FOR DFIU REC CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. � 111 �,„ I �, HAL g.y IRRIGATION LINE w IF THERE IS ANY DISTURBANCE TO ADJACENT PROPERTIES AS A A,R CE' A C L 3 4.00' pAB =}05 (lp 00 °H b AD]3.15 ._ I I RESULT OF ANY WORK PROPOSED ON THIS PLAN, A WRITTEN LETTER F SER CE TO EXIS ING 4 %j > I EXISTING OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE � - -�.. OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY ATER T SERV PCL 1. -- I ° 7 I BUILDING -i - -- - � - - - 6 rn I 1a <. SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE / / \� __ tO PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING P RC L ° % / 1 ��- I I I EXISTING AND SUBMITTED TO THE CITY IS GROUNDS FOR ASTOP -WORK TO BE PA 99.00 // 600 �/ / w PERMANENT ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS // �- SHORING WALL S OBTAINED. °D `d R/ 1 M I h I PER BLDG PERMIT L7 N W FS PARCIEL 41�o N` 10 -524 M I V) PAD 114.50 C� I Wig c I P '° E T - N I W , EASEMENTS i• h > a CMS 11 0 A ORE J rn L(C) O EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR PAD 9 .00 �o °' N 1- LI I I l O I Q co I �(� �l THE PURPOSE OF PUBLIC ROAD. REC IN BOOK 12, ?i ° I PAGE 34 OF MISCELLANEOUS RECORDS AND BY A DEED E PRO DE 4" VC CS �� PAD 03.65 e I ` I B % RECORDED IN BOOK 257, PAGE 369 OF DEEDS, AS SLEE FOR UTURE / PAD 9 00 > i z I PAD 112.40 - 5 i % PORTIONS OF ROAD SURVEY N0. 7. IRRI TION LIE I = I I F N'5. I I I ��I 14`0 THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS BIORETENTI SEE 9j S 7 wml I I 1 FG I- - " -, I V NOT DISCLOSED OF RECORD. 9 6 I I FUTURE PCC �Z 5 ETAIL SHE T 5 (TYP. e��y O6 5a 0 r 21� tg ( I I I SILL AND I I V © EASEMENT GRANTED TO PACIFIC TELEPHONE AND 9� 50 I F S I DOWN DRAIN - - - - - - - - - - - - - TELEGRAPH COMPANY FOR PURPOSES OF PUBLIC R UTILITIES AND INCIDENTAL PURPOSES. REC. IN BOOK LO �- i 1 I I tit, IHI 1319, PAGE 353 OF OFFICIAL RECORDS. �- 112.00 � �- j:' THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS � FG 3 EXISTING BUILDING NOT DISCLOSED OF RECORD. 4j C o°0 9j k I 1 ( I 1 3� W TO BE REMOVED LCD EASEMENT GRANTED TO SDG &E FOR PUBLIC UTILITIES, C 4• 4 C ( g5 I I I 3 �w 0.2 INGRESS AND EGRESS. REC. IN BOOK 1770, PAGE 160 G I I 10 I I I I 119 3 0 g� I. F OF OFFICIAL RECORDS. �O EXISTING Oa' I�, 9� ROCK THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS O ga' O� F SUMP NOT DISCLOSED OF RECORD..� r ` - - - i P VID 4 PVC ^ o g < ; S EVE OR FUTU EI " PROPOSED PUBLIC ROAD DEDICATION PER FINAL PARCEL I ( � � SCL .� 68 sr.... Y�?VERFt. ACS ` F �� 3 SL��z 96 I IGA N LINE D MAP. z 1 . ' Q r V K e i SPItLW �•�• .Gi f h 4 ` < ^ Q - ° j Y 2 s {, F (P ). ; ., J, �> O 10' WIDE PUBLIC PEDESTRIAN, DRAINAGE, SEWER, WATER "J, ` `'` ' I AND PUBLIC UTILITY EASEMENT PER FINAL PARCEL MAP. 1 EXISTINIG tT RETAININS.e -,._ „� 06 a7 5 > s . e :` T " I - - - - - - i1 �� a WALL TO BE O PROPOSED PUBLIC WATER EASEMENT TO S.D.W.D. PER REMOVED FINAL PARCEL MAP. U Q < -- E E E © PROPOSED PUBLIC SEWER EASEMENT PER FINAL PARCEL Q MAP. U 3.52 41.9 J Tdy 44.0 > x 44.00 �� Qi m w !�� , By�(,o6 >o G ^ o \ J 6� �1 ��ROFESSIQR/ SDG &E GAS TRNSMISSION MAIN CAUTION NOTES: W C-) I 7pR .2 �. h J \\ C a �o ��c REC �U F�� Z ^� w LI_ 3J -- - - -- - I 183.51 N67'2456 "E �o`O ��yy �� - 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2 FEET z NCO Y PRb SED 1 H I PROPOSED I EXISTIN 0° OF THE NATURAL GAS TRANSMISSION PIPELINE. z Z PF21V TE R AND( L I P•C.C. INSTAL 5' CHAIN A STRUC RE T �� NOwQO w - UkfLi EA ENT I o LINK ATE 5 BE REM VED ✓,f 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN z z ( ,AND'P SEWER J ° 2 FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION i--i - a %.� > I V 0 EXI TING W LLS Jam/ GI, \'4 a,;v�"r PIPELINE. _ EASEMENT 0 ( EXISTING EXI T. POWER POLE ¢ TO EMAIN � ¢ r / ° v w BUILDING #P1 9262 TO BE m N `r%', 5' I REL CATED BY OTHERS. ° 0 3. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS W EE LE TER OF ER IS lON< SEE LETTER OF ERMIS ION i/ NO VISIBLE DAMAGE, THE CONTACT AREA MUST BE IMMEDIATELY R OF SIT GR DIN ND'. z I SAWCUT AND I f' z w W `� w FO OFFSITE GR DING NO INSPECTED BY AN SGG &E WELDING INSPECTOR. THIS MAY DR INA E I POV ME TS � I REMOVE EXIST I w w ' w FIRE ACCESS NOTE: "ALL ROADWAYS SHALL MOLITION OF LL o SIGNIFICANTLY DELAY THE JOB IF SHORING OR OTHER SAFETY w 3 BY: ROBERT SANDISON m I PCC AS NEEDED I Q PROPOSED PUBLIC I TO REMOVE WALL BE A MINIMUM OF 16' IN WIDTH DURING N z ? PRECAUTIONS ARE NEEDED TO ALLOW THE INSPECTION. fx�r DA D: 8/25/07 SEWER BMP NOTE: I CONSTRUCTION AND MAINTAINED FREE AND z_ w BY: ROBERT SA DISON Fi US 1 IMPROVEMENTS PER ®INDIGIATES PRIVATELY MAINTAINED I CLEAR, INCLUDING THE PARKING OF o a GRAPHIC SCALE 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND [~-1 -150 DWG. No. CS -578 BMP IBIOSWALES NOT TO BE ( VEHICLES, IN ACCORDANCE WITH THE FIRE z DATED: 9/25/07 10 0 5 10 20 40 STANDBY, CALL USA (800)227 -2600. x REMOVED OR MODIFIED WITHOUT A CODE AND THE ENCINITAS FIRE pq 2 103 PERMIT FROM THE CITY OF I DEPARTMENT." IN AREAS EXCEEDING 15% 5. THE GAS TRANSMISSION MAIN WITHIN THE AREA OF WORK 0 I ENCINITAS. I PROVIDE DEEP BROOM FINISH MUST BE POTHOLED TO VERIFY THE HORIZONTAL AND VERTICAL co PERPENDICULAR TO THE ENTIRE DIRECTION ,1 ( IN FEET) LOCATION PRIOR TO ANY START OF WORK. I OF TRAVEL. 0ELj SRC-C-7- 1 inch = 10 ft. w r- O� DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. OC 137- CARDIFF ALONG AT& SF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: W RR- 100'E. OF CL TRACKS, 48'W. OF 1 " =10' REVIEWED BY: i` w C/] INTERSECTION OF MOZART AVE. & SAN HORIZONTAL ` DATE: l i - 7 BY: BY: 578-G z ELIJO AVE. IN CARDIFF SCHOOL VICINITY. N/A R.C.E. N0. 34300 1531 SAN E L I J O AVE • CF3 A FOUND COPPER ROD WITH STANDARD DISK VERTICAL RONALD C. ASHMAN 9/30/17 DATE: DATE: STAMPED OC 137, 1968. ELEV. 78.45 DATE: EXP. PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 SHEET 2A OF 7 W wTf_: ToP\pS046v jD NAvo Ob Ah-t ()M APD Z IG y -P PCAE► r t,rVRT095 �8a.Q)� J.N. 1286 W EN�INEG-RINC�AtJp 5URV&INCT CCw-M 41 -I$ Ro PIC-15 625t. A0 C. ASHMAN 3 ,4366 q -30_19 DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE /y EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED Q s ° 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED 79.46 AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, 118 111 FL EXISTING BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED CONCRETE TO E AS NEEDED, AND IN THE EVENT THAT THE IRRIGATION PIPING M J 6" HIGH a 2:1 6� FO - - - REMOVED' TYP. DEVELOPS CRACKS, E B E A LEAKS OR BREAKS REPAIRS WILL BE ARRANGED Q EARTHE BE 11 -� - -. FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN I ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN PROPERTY OFF -LINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. FG c •IS I °. ' 9 0 ° a ° _ nj BOUNDARY Y 0 % �)7s °. FG�SOq' �3 .1�� 73.15 0 F ��4.9 ° FIG FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF o / FC G,. 6 '➢� 5 FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND a. FQ LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE w 77 113.40 7 I r I STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS FIG X73 I, I AND LANDSCAPE AREAS DESIGNED FOR STORM WATER POLLUTION s • < @4." 0' / 1FG ° 3p PROVIDE FOR DFIU REC CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. � 111 �,„ I �, HAL g.y IRRIGATION LINE w IF THERE IS ANY DISTURBANCE TO ADJACENT PROPERTIES AS A A,R CE' A C L 3 4.00' pAB =}05 (lp 00 °H b AD]3.15 ._ I I RESULT OF ANY WORK PROPOSED ON THIS PLAN, A WRITTEN LETTER F SER CE TO EXIS ING 4 %j > I EXISTING OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE � - -�.. OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY ATER T SERV PCL 1. -- I ° 7 I BUILDING -i - -- - � - - - 6 rn I 1a <. SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE / / \� __ tO PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING P RC L ° % / 1 ��- I I I EXISTING AND SUBMITTED TO THE CITY IS GROUNDS FOR ASTOP -WORK TO BE PA 99.00 // 600 �/ / w PERMANENT ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS // �- SHORING WALL S OBTAINED. °D `d R/ 1 M I h I PER BLDG PERMIT L7 N W FS PARCIEL 41�o N` 10 -524 M I V) PAD 114.50 C� I Wig c I P '° E T - N I W , EASEMENTS i• h > a CMS 11 0 A ORE J rn L(C) O EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR PAD 9 .00 �o °' N 1- LI I I l O I Q co I �(� �l THE PURPOSE OF PUBLIC ROAD. REC IN BOOK 12, ?i ° I PAGE 34 OF MISCELLANEOUS RECORDS AND BY A DEED E PRO DE 4" VC CS �� PAD 03.65 e I ` I B % RECORDED IN BOOK 257, PAGE 369 OF DEEDS, AS SLEE FOR UTURE / PAD 9 00 > i z I PAD 112.40 - 5 i % PORTIONS OF ROAD SURVEY N0. 7. IRRI TION LIE I = I I F N'5. I I I ��I 14`0 THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS BIORETENTI SEE 9j S 7 wml I I 1 FG I- - " -, I V NOT DISCLOSED OF RECORD. 9 6 I I FUTURE PCC �Z 5 ETAIL SHE T 5 (TYP. e��y O6 5a 0 r 21� tg ( I I I SILL AND I I V © EASEMENT GRANTED TO PACIFIC TELEPHONE AND 9� 50 I F S I DOWN DRAIN - - - - - - - - - - - - - TELEGRAPH COMPANY FOR PURPOSES OF PUBLIC R UTILITIES AND INCIDENTAL PURPOSES. REC. IN BOOK LO �- i 1 I I tit, IHI 1319, PAGE 353 OF OFFICIAL RECORDS. �- 112.00 � �- j:' THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS � FG 3 EXISTING BUILDING NOT DISCLOSED OF RECORD. 4j C o°0 9j k I 1 ( I 1 3� W TO BE REMOVED LCD EASEMENT GRANTED TO SDG &E FOR PUBLIC UTILITIES, C 4• 4 C ( g5 I I I 3 �w 0.2 INGRESS AND EGRESS. REC. IN BOOK 1770, PAGE 160 G I I 10 I I I I 119 3 0 g� I. F OF OFFICIAL RECORDS. �O EXISTING Oa' I�, 9� ROCK THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS O ga' O� F SUMP NOT DISCLOSED OF RECORD..� r ` - - - i P VID 4 PVC ^ o g < ; S EVE OR FUTU EI " PROPOSED PUBLIC ROAD DEDICATION PER FINAL PARCEL I ( � � SCL .� 68 sr.... Y�?VERFt. ACS ` F �� 3 SL��z 96 I IGA N LINE D MAP. z 1 . ' Q r V K e i SPItLW �•�• .Gi f h 4 ` < ^ Q - ° j Y 2 s {, F (P ). ; ., J, �> O 10' WIDE PUBLIC PEDESTRIAN, DRAINAGE, SEWER, WATER "J, ` `'` ' I AND PUBLIC UTILITY EASEMENT PER FINAL PARCEL MAP. 1 EXISTINIG tT RETAININS.e -,._ „� 06 a7 5 > s . e :` T " I - - - - - - i1 �� a WALL TO BE O PROPOSED PUBLIC WATER EASEMENT TO S.D.W.D. PER REMOVED FINAL PARCEL MAP. U Q < -- E E E © PROPOSED PUBLIC SEWER EASEMENT PER FINAL PARCEL Q MAP. U 3.52 41.9 J Tdy 44.0 > x 44.00 �� Qi m w !�� , By�(,o6 >o G ^ o \ J 6� �1 ��ROFESSIQR/ SDG &E GAS TRNSMISSION MAIN CAUTION NOTES: W C-) I 7pR .2 �. h J \\ C a �o ��c REC �U F�� Z ^� w LI_ 3J -- - - -- - I 183.51 N67'2456 "E �o`O ��yy �� - 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2 FEET z NCO Y PRb SED 1 H I PROPOSED I EXISTIN 0° OF THE NATURAL GAS TRANSMISSION PIPELINE. z Z PF21V TE R AND( L I P•C.C. INSTAL 5' CHAIN A STRUC RE T �� NOwQO w - UkfLi EA ENT I o LINK ATE 5 BE REM VED ✓,f 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN z z ( ,AND'P SEWER J ° 2 FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION i--i - a %.� > I V 0 EXI TING W LLS Jam/ GI, \'4 a,;v�"r PIPELINE. _ EASEMENT 0 ( EXISTING EXI T. POWER POLE ¢ TO EMAIN � ¢ r / ° v w BUILDING #P1 9262 TO BE m N `r%', 5' I REL CATED BY OTHERS. ° 0 3. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS W EE LE TER OF ER IS lON< SEE LETTER OF ERMIS ION i/ NO VISIBLE DAMAGE, THE CONTACT AREA MUST BE IMMEDIATELY R OF SIT GR DIN ND'. z I SAWCUT AND I f' z w W `� w FO OFFSITE GR DING NO INSPECTED BY AN SGG &E WELDING INSPECTOR. THIS MAY DR INA E I POV ME TS � I REMOVE EXIST I w w ' w FIRE ACCESS NOTE: "ALL ROADWAYS SHALL MOLITION OF LL o SIGNIFICANTLY DELAY THE JOB IF SHORING OR OTHER SAFETY w 3 BY: ROBERT SANDISON m I PCC AS NEEDED I Q PROPOSED PUBLIC I TO REMOVE WALL BE A MINIMUM OF 16' IN WIDTH DURING N z ? PRECAUTIONS ARE NEEDED TO ALLOW THE INSPECTION. fx�r DA D: 8/25/07 SEWER BMP NOTE: I CONSTRUCTION AND MAINTAINED FREE AND z_ w BY: ROBERT SA DISON Fi US 1 IMPROVEMENTS PER ®INDIGIATES PRIVATELY MAINTAINED I CLEAR, INCLUDING THE PARKING OF o a GRAPHIC SCALE 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND [~-1 -150 DWG. No. CS -578 BMP IBIOSWALES NOT TO BE ( VEHICLES, IN ACCORDANCE WITH THE FIRE z DATED: 9/25/07 10 0 5 10 20 40 STANDBY, CALL USA (800)227 -2600. x REMOVED OR MODIFIED WITHOUT A CODE AND THE ENCINITAS FIRE pq 2 103 PERMIT FROM THE CITY OF I DEPARTMENT." IN AREAS EXCEEDING 15% 5. THE GAS TRANSMISSION MAIN WITHIN THE AREA OF WORK 0 I ENCINITAS. I PROVIDE DEEP BROOM FINISH MUST BE POTHOLED TO VERIFY THE HORIZONTAL AND VERTICAL co PERPENDICULAR TO THE ENTIRE DIRECTION ,1 ( IN FEET) LOCATION PRIOR TO ANY START OF WORK. I OF TRAVEL. 0ELj SRC-C-7- 1 inch = 10 ft. w r- O� DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. OC 137- CARDIFF ALONG AT& SF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: W RR- 100'E. OF CL TRACKS, 48'W. OF 1 " =10' REVIEWED BY: i` w C/] INTERSECTION OF MOZART AVE. & SAN HORIZONTAL ` DATE: l i - 7 BY: BY: 578-G z ELIJO AVE. IN CARDIFF SCHOOL VICINITY. N/A R.C.E. N0. 34300 1531 SAN E L I J O AVE • CF3 A FOUND COPPER ROD WITH STANDARD DISK VERTICAL RONALD C. ASHMAN 9/30/17 DATE: DATE: STAMPED OC 137, 1968. ELEV. 78.45 DATE: EXP. PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 SHEET 2A OF 7 W wTf_: ToP\pS046v jD NAvo Ob Ah-t ()M APD Z IG y -P PCAE► r t,rVRT095 �8a.Q)� J.N. 1286 w z J ° z X w WARP PAVEMENT I NOTES TO DRAIN / EN 4 5O' 4 18a �\ \ EARTHEN GRASS LINED SWALE (TYP.) 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE GR A D I N G A N PCC D 7 4 PER DETAIL ON SHEET 5 RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY ��" a / ITCH PER ° r 7� POST- CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP a D -75, TYPE B NOTE: TOP EDGE OF THAT IS DETERMINED TO NEED To REMAIN PERMANENTLY OR FOR A 1531 SAN E L I J O AVE • (COLOR CONCRETE ��1 W SWALE IS LEVEL SPECIFIED PERIOD of TIME AFTER THE COMPLETION OF ALL i CONCRETE PER 1\o� CONSTRUCTION OPERATIONS. LANDSCAPING E (STING I R =1' / EXISTING I PLANS). ° ° P 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE 6 "A. C. DIKE 9 E P• ` I BUILDING I : ' / I CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF I EARTHEN X / POLLUTANTS, DIRECTING WATER INTO LANDSCAPING AREAS RATHER THE HEIGHT OF FUTURE RESIDENCES ON ANY OF THE RESULTANT LOTS OF TOE PROPOSED SUBDIVISION SHALL I I ¢ THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE c� ` DETAIL A BE ,DETERMINED ACCORDING TO THE °HEIGHT STANDARD FOR PROPERTIES SLOFIED OVER 10% AS PER SECTION J 1� BERM, GH MIN. 6 i USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY EXIST. x i NOT TO SCALE 30.16.01066 OF THE MUNICIPAL CODE AS MEASURED FROM THE UPHILL (EASTERLY) PROPERTY LINE OF THE I �� _ HAVE THE POTENTIAL To CONTRIBUTE POLLUTANTS INTO STORM E.P. I 9� \��%`f SUBJECT PROPERTY PRIOR TO SUBDIVISION, WHICH WILL BECOME THE UPHILL (EASTERLY) PROPERTY LINE OF I ! WATER, AND SPILL CLEAN UP TECHNIQUES. W PROPOSED PARCEL 4. THE ELEVATION OF THIS PROPERTY LINE FOR PURPOSES OF DETERMINING HEIGHT SHALL DETAIL B PRO OSED e o BE AS STATED IN THE LETTER DATED FEBRUARY 16, 2006 AND STAMPED AND SIGNED BY THE PROJECT ENGINEER. ( 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO CUR OUTLET J� I NOT TO SCALE BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE ANY EXI T. 8' ' PER -25 J � EXISTING EXISTING L -" EXISTING i DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM SE R M IN ° `)� (1 BUILDING I WATER To COME IN CONTACT WITH AND SUSPEND THE MATERIALS RETAINING WALL RETAINING WALL �, I MA CH (4 EMBED COBBLES IN LOW `Jf o TO BE REMOVED ° -� TO BE REMOVED TvRF C0�7FRC,D BIO- EXISTING A.C. % �� i WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE EMI TING LINE LAST 20' OF D TCH- RETENTION AREq PAVEMENT TO BE rjJ /_ I STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE LLJ PA MEN , v PER DETAIL ON REMOVED (TYP.) L � COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE E SHT 5• olfro ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE Q AIL To(t�l y� C APABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. o B o 0 14 N67 2'4EQIyq 7j o° a LLo `� 0 c' O 1- w 7 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED ?S .s ° �,� .3 12c�. .y 44.00 O O RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE REMO EXI 1 .00 o, N O 44.0 �L C Bjy 4 6� EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. SEWER ATER L p, S „• ° Q'Q v v v �- 12 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED 19.46 AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, 6.2 1g II 1 III FL EXISTING BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT THAT THE IRRIGATION PIPING CONCRETE TO BE DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRANGED 9 F J 6' HIGH 2:1 II REMOVED TYP. EXIS N 0 O 9 FO >CSD SO q� ^ TJ J EARTHEN E �� - - - - - - - - - FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN 1" P C AT JE, D 9� O T FAG O ° ° �-' Q I ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN SERVI E TO o 6 � .x rn `_ I PROPERTY OFF -LINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. 9 FS b\ Z f � 4 0' ' 0 I BOUNDARY ABAN ED o, O o 1 S 1 I 3.7 ' r x14.9 u FG TYP• FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF �i FG O 1� F 5 11 ( ) ° I 1 �G a G T G �y° F-- I FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND �+. 40 LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE PRO 7 FUTU E AL 7 �' \ I STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS zi9R PAV D ¢ ., "' �09 ° PER EP RAE �. 8S ° �� 1 I AND LANDSCAPE AREAS DESIGNED FOR STORM WATER POLLUTION e� SWA 4.50) 4: 0' Fc ° BUIL ING PE IT 1FG �O PROVIDE 4 DIAPVC CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J IRR GATION L NE I RE SLEEVE FOR Q p��A�y�� 4 2 PAR' I I I IF THERE IS ANY DISTURBANCE To ADJACENT PROPERTIES AS A w 4.00'-> RESULT OF ANY WORK PROPOSED ON THIS PLAN, A WRITTEN LETTER n PROP SED I f�f0 (7p .00 a i 5' D. F SER CE TO EXIS ING PAD 107.50 P 1 >> > I EXISTING OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE PATH ATER T SER PCL 1. T� - I _ BF o I �- ° I BUILDING OBTAINED AND SUBMITTED To THE CITY PRIOR TO START OF ANY / /-- - �7 6 ° ") I SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE / j I J �� _ tO __ I I I PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING ¢ P RC L I ° / 1 _ E0 14 I I AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE EXISTING 1' W R FF 99.50 / J \\ a00 / I I- i �\ w 2ND FF 1 6.OD C i ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS SERVICE T RE AIN N I PA 99.00 I L °' L1- !q \ �-- 1 I t OBTAINED. C - BF ro J / °J I 'Q7F 1ST FF 115.00 01 v�� I EXISTING Ct7 5 n� z FS M S I M PAD 114.P0 12�y� 1 ( WALL /FENCE to w - V� C' "� GA GE PR VID 4 a I J _ I 7j a w ' ( TO REMAIN � EASEMENTS W `� I GARAGE FF ss. o Pv s Ev GAR GE I 1 (9 3- 4>°j x "� t ° FO F FF 10 :15 �' J I L� 3 FF 9 .50 0o N PAD 9 00 T- I F ry�s� J I O EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR of a If IR ON PAD 1 3.65 tZl 3J iS N PAD 7.00 o N �_ I >> I I `70 I Q `OO I �� THE PURPOSE OF PUBLIC ROAD. REC IN BOOK 12, v z �s /� �� I G� �g i - I I ��L FGGARAI�iE 3 I L PAGE 34 OF MISCELLANEOUS RECORDS AND BY A DEED PRO DE 4" VC `�% f I B % RECORDED IN BOOK 257, PAGE 369 OF DEEDS, AS sn �\ _I I FF 112.510 W ° , SLEE FOR UTURE w / -10 I > J I .z 5 I J D_ PORTIONS OF ROAD SURVEY NO. 7. w z C0 I 3m IRRI TION LIE a 10� FG > c� N I �• ��o� I I �� 50 PAD 1121.00 i , �i ¢ I O g5 c' , o w 11 I I �� 114 THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS a 9j S 105. FG pp I �� r I F �3 wm NOT DISCLOSED OF RECORD. �'v ST ,ITcA PROVIDE PCC � O I �,� z 5 °' Og�`� Slyer 10651 0w �'9Q 10 g /121�p @� s 1 } I SILL AND �,� �. i Q EASEMENT GRANTED TO PACIFIC TELEPHONE AND v o,�' I FC 0 / OS 5 G DOWN DRAIN �o - - - - - - - - - - - - - TELEGRAPH COMPANY FOR PURPOSES OF PUBLIC o I I UTILITIES AND INCIDENTAL PURPOSES. REC. IN BOOK Lo { 9754 r 9$•24 1319, PAGE 353 OF OFFICIAL RECORDS. 2 R =128 .70 v� ° FS . F. 20 .112• fS ., 1� �+'� L =23. 6' 1 ° 98.b°5 ° y 89 .1D I 112.00 'cS - •.112x7 FS THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS (9 I A =1'02 <° FS q p0 S FG ° - - � �_ 33 W NOT DISCLOSED OF RECORD. C\2 Lo EXISTING BUILDING a- 4 3 ,I TO BE REMOVED EASEMENT GRANTED TO SDG &E FOR PUBLIC UTILITIES, EXISTING 9Ni,.' ° O 1 FS 65 _ 70 I c� 112 �� 0.2 O INGRESS AND EGRESS. REC. IN BOOK 1770, PAGE 160 GATE VALVE C 9 G T� • , .63 .�� ° 9 10 r 3P I > D . - 11 - ° 1 ;9 DO 6" >�x 3 F I of OFFICIAL RECORDS. LCD U °y° °•. ' ` C S F 03. .b° 112 O EXISTING » �9� I ROCK THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS R =127 2' °j Aj �a a �O� G' FL I^ J SUMP NOT DISCLOSED OF RECORD. i� - `° P VID 4 PVC \ ' L -18. �i I 9 ° jp• ' S EVE OR FUTUREI PROPOSED PUBLIC ROAD DEDICATION PER FINAL PARCEL CAUTION! I h a ' A =0'51 2 +da A° ,s �j p9 ° E . �9�8 �� x BV RF b 1 �6; e ° xp.9 < 88;a I IGA N LINE O MAP. z w 12" HIGH PRE U E �4` bi, °�, ° o' °Q '. p `S .° 11� ° 58 ° ° SPJLLI 9o�F `O, F :�p. ,F�9c�"I' GAS MAID S� (Ta) - '� " 1 8g. O 10' WIDE PUBLIC PEDESTRIAN, DRAINAGE, SEWER, WATER FS AND PUBLIC UTILITY EASEMENT PER FINAL PARCEL MAP. wj EXISTINIG C7 �.Vfo.. ° ° A ° a •' ° ° °' 17:2 � ° SEE SDGE GASMAN - CAUTION NOTE 0 g@° < ¢ ° 4 ° 7P - - - °° ,: 11 �• F d RETAINING„_ _ „_ „_ __ PROPOSED PUBLIC WATER EASEMENT TO S.D. W.D. PER Co �.' S rn ao T WALL TO BE THIS SHEET. n ` .�� °� ° rte' J .T .� s ao O FINAL PARCEL MAP. :.@ WADE °' I REMOVED yL1 O E E E © MAP. PUBLIC SEWER EASEMENT PER FINAL PARCEL Q W or 'Fl `g'S E,ST�POW POL A 9 Q 3.52 71 °a T 44. i R04E $/� �Q gq _ LG > x 44.00' s 41.9 Q 6jHBR R P 74 B J cry �� ? e�(7,p6' >� G o i cotil c GREW ql � � m �� o \�\ C � � ti ��'�,�o Asti Fy SDG &E GAS TRNSMISSION MAIN CAUTION NOTES: z ' 3 183.51 N6T24'56 "E �o`O �� c3 �= v i-.4 w J� - - - - - - - �., z r^ 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2 FEET ^ 10' DET�IL co oQ Ue EXISTIN W. 34300 : OF THE NATURAL GAS TRANSMISSION PIPELINE. ^Qi 30 A I cn °n z PR(3 SED p I PROPOSED I A REFER TO STRUC RE T >� rzq ° z z PRIV TER ANI I j P.C.C. LINK CHAIN ARCHITECTURAL PLANS BE REM VED /, w UTILI EA ENT, % Q 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN z I V I ° FOR ENHANCED `rx CfV11 �`` 2 FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION a" EXIST. M.H. i z - AND P SEWE ¢ REFER TO Y c 9l ®4 > PAVING LIMITS AND EXI TING W LLS _ OF CAi1F PIPELINE. C�3 (85.53 I.E. I = EASEMENT. p ARCHITECTUR L PLANS EXISTING EXI T. POWER POLE a J Z P DETAILS TO MA ¢ ENHANCED BUILDING #P1 9262 TO BE � N > � ` (` Off' PAVING LIMI AND RE- CATED BY OTHERS. 00 �'' ° o 3. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS W �9 cn L EE LE TER OF ER IS 00k .' ° SEE LETTER OF ERMIS ION 14 NO VISIBLE DAMAGE, THE CONTACT AREA MUST BE IMMEDIATELY ��A R OF SIT GR DIN ND; ( z DETAILS SAWCUT AND I z w 5 w FO OFFSITE GR DING ND INSPECTED BY AN SGG &E WELDING INSPECTOR. THIS MAY DR INA E I POV MEATS I REMOVE EXIST I � �` MOLITION OF ALL EXIST. c� r m I PCC AS NEEDED ¢ ° SIGNIFICANTLY DELAY THE JOB IF SHORING OR OTHER SAFETY W AC -150 BY: ROBERT SANDISON PROPOSED PUBLIC s I FIRE ACCESS NOTE: ALL ROADWAYS SHALL F z z TO REMOVE WALL cn - w PRECAUTIONS ARE NEEDED TO ALLOW THE INSPECTION. 62 -2 DA D: 8/25/07 SEWER BMP NOTE: I BE A MINIMUM of 16 IN WIDTH DURING z _j BY: ROBERT SA DI SON IMPROVEMENTS j R INDIGIATES PRIVATELY MAINTAINED I CONSTRUCTION AND MAINTAINED ¢ FREE AND - ? NOTE: VISIBLE PORTIONS OF WALLS SHALL BE TREATED WITH PROTECTIVE SEALANT FOR GRAFFITI REMOVAL PER CONDITION L -5. 9�60F -D }ALAN CREW S" I1J6eg [04 AND 1�E 3� � A6�f M/EN 6xP. 9 -3o -Ia REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE IrHmo SHE[r JUD_ OC 137- CARDIFF ALONG AT& SF ADD 96M RR- 100'E. OF q TRACKS, 48'W. OF HORIZONTAL 1 " =10' INTERSECTION OF MOZART AVE. & SAN ELIJO AVE. IN CARDIFF SCHOOL VICINITY. F/,Q D PAN AS Ulf FOUND COPPER ROD WITH STANDARD DISK VERTICAL 1 = 4 cl b STAMPED OC 137, 1968. ELEV. 78.45 (NOTE: 7-6 ADJ06T Tn NAVD $g DATUM ADD 2.(l0' To PLAN sGe-VATtONS C00,60) PLANNING AND BUILDING REVIEWED BY: DATE: Z I t I II I P FUTURE FLASHING I I I I I I I I FUTURE BUILDING -� I I I I TEMP. COVER I Zl � I I I I L_J 4" 74� NOTE: THIS DETAIL APPLIES TO WALLS "B ", "C ", "D" & "E" N MEMBRANE WATERPROOFING ON CMU BLOCK WALL NATIVE FILL PERFORATED DRAINAGE MATT WITH FILTER FABRIC FACING SOIL 12" MIN. FILTER FABRIC SURROUNDING 3/4" GRAVEL DRAINAGE FIELD 4" DIA. HORIZ. PERFORATED DRAINAGE PIPE WITH PERFORTATION ON BOTTOM OF PIPE. WRAP WITH FILTER FABRIC. TYPICAL RETAINING WALL WATERPROOFING DETAIL NOT TO SCALE APPROVALS I CITY OF ENCINITAS ENGINEERING DEPARTMENT 'LA/ NS PREP/A�RED UNDER THE SUPERVISION OF RECOMMENDED APPR ` � ` 6� DATE: 6-1 -0l BY: BY: 1 RONALD C. ASHMAN R.C.E. N0. 34300 EXP 9/30/09 DATE: �� 13/ dq DATE: -� GRADING PLAN FOR: 1531 SAN ELIJO AVE. PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 DRAWING NO. 578 -G SHEET 3 OF .K7 J.N. 1286 ss Lo Lo Lo O I � Lo C\2 CID ':4 u[.) U co O do PA cnA cn � A d H zt" wQ w0 zx z Do 5 o CQ wr%- Lo O W co Z Z AAA W d w z _J fy C" z cn x w I' EXIST. ,{ EII.P. L_ EXI T. 8 SE �R K LJI �N � REMO SEWER �1 EROSION CONTROL PLAN THE EROSION CONTROL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS AND CAL TRANS STORM WATER QUALITY HANDBOOK- EROSION CONTROL CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL LEGEND 1531 SAN E L I J O AVE • (NOVEMBER 2000). 1-IN CASE OF EMERGENCY WORK IS REQUIRED, CONTACT DALE SCHREIBER 760 - 438 -2140 OR 760 - 753 -4131 (24 HOURS A DAY). ITEM STANDARD DWG. SYMBOL I 2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT GRAPHIC SCALE ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE SAND /GRAVEL BAGS: SC -8, SC -6 OHO EXISTING STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID BUILDING I 10 0 5 10 20 i 40 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SILT FENCE: SC -1 �- I CONSTRUCTION ENTRANCE: TC -1 000000°0 I i - 3.DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE o °o °o °o °o E - - - - - - - - .._ - _ - _ J ( IN FEET) APPROVAL OF THE ENGINEERING INSPECTOR. i 1 inch - 10 ft. I 4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SLOPE STABILIZATION: SS -1, SS -2, SEE ( ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUNOFF EROSION CONTROL NOTES PRODUCING RAINFALL. Q ! wv. - -.___, % I PER -25 TING I 5.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 1 EXISTING EXISTING � EXISTING � s"'��r -._ ___ _ BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR N 0 ; \ ° ( RETAINING WALL RETAINING WALL f B' I MATCH ` EMBED COBBLES IN @LOW �� EXISTING A,�_. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EXI TING ( 4 75) r o TO BE REMOVED TO BE REMOVED PAVEMEN "i 'r0 BE a LINE LAST 20' OF 1{�CH- - -- 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY W PA MEN REMOVED ( "rYP.) r __. _ __ - - _ PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED v o EE I I i I N I ` WATERS CREATE HAZARDOUS CONDITION. D TAIL 1 TT T '� �1�` >D d 9 `O ��. P B d 2 �O p 184.14 67° 2'24 ' E C T T� d 0 0 o a i o 7 J ^ P o ri`j O o ( 6' T F �� f 7.ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 4� I SHALL BE INCORPORATED HEREON. V EXI 1..00' oh'!A G� 1,f rr4.2 cF- j ° 0 �G 44.00' G� - ti ti0 44 Q T� Q �S •. Tye ATER L �' - - IN AWAY FROM THE � r, < GRADED AREAS AROUND THE PROJECT P PERIMETER MUST DR Q 8 FACE OF SLOPE AT THE CONCLUSION OF WORK DAY. A w - - - c - F - - - 4 ' -I II rT � q -�- � { 'F 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF ! r - 18 EXISTING � ' r � � I � ,t y !' { � -- - -- -� EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS - CONCRETE FORTY PERCENT 409. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH REMOVED RAINFALL. 9 �: C .� �"-` tom_-- �- ( ) EXIS IN O 99 c eL i w �S S °1 - r - -� a. v_ --- - - - - -- 1" P C ATE �" f 9 j G Cf �0 C? R �� 6 j; EARTHEN BIi a- I SERVI E TO E - -- - I PROPERTY" 10.SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE T x- 3. T`� a Y ARAN ED F S b a 0' IE BOUNDARY OF GRADED SLOPES 90% COVERAGE PRIOR TO NOVEMBER 15 THE SLOPES SHALL �� 17 E.. , Y `� (TYP.) BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION e0° I-G �! I 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF p40 - - ° 1t �T s . 113.40; . CALIFORNIA DEPARTMENT OF CONSERVATION. (9 I ^ '\ ,��r� <, ` b. T 7 F,)TU E tA� _-v ". ° a" R° ` ;•G T A ( PAV D! a �" PER EP RA E # f T� �, T °.I i 11.UNTIL SUCH TIME AS P.C.C. SPILLWAYS ARE INSTALLED, TEMPORARY SPILLWAYS { SWA . ° / PROVIDE 4" DIA. PVC _ . 4 ° ", 4° 0' ( ,.- BLiiLNG PEMIT j j a °p. ; c SHALL BE INSTALLED IN THOSE LOCATIONS. TEMPORARY SPILLWAYS SHALL BE 4.50} J� al F ! F ; I ,, ¢ ` --rz - ° _ SLEEVE OR FU Q a j a; { r CONSTRUCTED WITH A 4' WIDE VISQUEEN SHEET EXTENDING FROM THE TOP OF { 3 t.- RRIGA ON _IN GRAVEL BAGS AT ITS ENDS a < ` `° I I SLOPE TO THE TOE VIQUEEN SHALL BE ANCHORED BY u�! PROP SED .GQ a �L1y�. 5 ,: I d �� - = 4 t AND AT APPROPRIATE . I I i I / I i PRIATE INTERVALS ALONG ITS LENGTH PA° r >ER E T© EXIS ING 7.5 �; � PAD 11 15 - EXISTING HYDROSEED NOTES _ PAD 1U..,G I `� , _ ., AstR T/0 SERV PCL i. - ` ! l ai a BUILDING 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE a N I GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY n • .. 4RC�L_ o { T I I - 1 ARE: EXISTING 1 ' W R I o� - 2ND FF 7 6= A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS FF 99.50 I SERVICE T RE A{N r PA) 9g 00� - I , L' L t -- ! B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS C� I ( �3F1 �R� �t q� /F 1ST FF 115.00 0�� ;� ��y I EXISTING NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT 5 i n� c� r c°S• ! 2.� - S ' , PAp 114.C' �� y I WALL /FENCE CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY I -- zn_ f�C 2 1 c 4" REMAIN ENGINEER. TO RE° - p, W s S EVE TEMP, G i v Ii i L� li, � � I � p1 FIST SIL DICE -_= 93 % FF 9 .5v TEMP ,, LIRE { i 1 I �� Ls� I -`� �, 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT BM 1 M@VE ' P, n r s, SLOPE R ON `� {I D 5 I / F li" ;� V THE OPTIMUM LEVEL FOR THE GROWTH OF HYDROSEED GROWTH. 3 4 7.00 AFTW I isLANII z \� ^ f ^ I i �2 4�GARACE !� � i �} 3. HYDROSEED MIX SHALL CONSIST OF ALL THE FOLLOWING: ESTAB S E) (TYP.)� ^" s % 1 g r PRO IDE Y JG 1 ti f 1. �. -- a- o � r ( �O � � H � I A. SEED MIX SHALL CONSIST OF NO LESS THAN, . SLEE E OR ETC i_ , 0 a i w ! 121.00 { . I I ✓ , 1. 20 LBS PER ACRE OF ROSE CLOVER - s RRI TION Lf I s v 3 r s M 2. 20 LBS PER ACRE OF ZORRO FESCUE z va / - �� I s� t TEMPORARY { w¢ TO -� F r \�!.; ti� G -' i7 RAIN F -'`-- I T 3 i z / 9j O, 0 I ��} 1 A .. - `` 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA �' 9 6 w (' w i E cl1 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA I o �, „ S (. OV. C,G J I c 5.3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW rJ .. r G�, , ' ' E 1 a 6�' Pd' t7 ' - 1 n -cil.�" z - 4�' L 4 �' q6. , ��2• 0 C3 x i I LL ANv c� P I ( ) C AL DE IVE i DOWN DRAM! u, - - - - - - - - 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D, E AND F OF THIS SUBSECTION MAY LO LO .I 'Yo. { BE OMITTED ON LOCATIONS WHERE THE AREA BEING O r� , , a. :g7;5t�° O ;� ' ,:- `1i . ,, " •1 � I; �2 24" j �0 P a 2 <S. 1.G9 ! = a { HYDROSEEDED IS NOT VISIBLE FROM EITHER A I C0 R =128 n t 6 ro 4,o.° 0v a." O L =23. 6' a - f g ti �� 112.OU S ,,, -: \' PUBLIC STREET OR RESIDENTIAL STRUCTURES. �--I I A o B P:WM- .885_ F ¢ . �. �' ?_p.S 4 EXISTING BUILDING L 1 " ©2 2 d F: tS �G" b "4 a -- ., : -=, e 03 , 8. ITEM A QF THIS SUBSECTION MUST BE INOCULATED t` �j NrO) 4 . � r I �0 I 3 1 ti tiN TO BE REMOVED WITH A NITROGEN FIXING BACTERIA AND APPLIED ICJ m a Y I� DRY EITHER BY DRILLING OR BROADCASTING ;y • 64_02 BEFORE HYROSEEDING. EXISTIN » S 6 z 1` F.� Sys ✓:I �> GATE VALVE �- 9 " G \�s ".' � € �� °' 0� ( < i g�'�0 "3 TJ 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO LO V { D ��' W ° µ D �T - . " EXISTING THE JOB SITE IN UNOPENED CONTAINERS WITH THE N 6 F use { I / "'I a I _ ° .0 r , �_�, N' e �1 •g *- 1' -; _. f ' \ 9 ROCK CALIFORNIA DEPARTMENT OF FOOD AND `iO R -12? 2'' oI I ° y MP� ' _ ( I �UT 1 ; Ic fz7� SUMP AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR L =1 B r� F '4 a 4 �� 0.. .1,_a •,e `2 lJ r te._. ! V '- a s' 77. �' SF OR FGT REI PRINTED ON SAID CONTAINERS. P4 " 4 =051 2" r. ap l J�" CO G... 1. 6' i Q> a ° . ! 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED w q ff '' T I I a r0 �. . _tl� °: / '. �a" - - -- GA N LINE u { Z CAU I � _ > . °. °. OV RF = r "� 1 ry r r TO THE HYDROSEED SLURRY AT THE DISCRETION OF A {: �y K9 i. , .. c a .'° c �� { ( ! CONTRACTOR. l _ S S SF'jLL e :r s� // ✓' THE 12" HIGH PRE U E J.°.. °:o.. GAS MAIN ;- ° ° <. : i �, V � a d' - a; ,o �S. _ ( B. TYPE 1 MULCH APPLIED AT THE RATE OF NO .�- j r �1 THAN 200 • � °.. , . ' � a ,;, _: ,� � � rG,{ , EXISTING LESS 0 LBS PER ACRE. TYPE 6 MULCH SEE SDGE GAS 'MAN o 2 -m 1 17n2 2 0 ,r T �" Ca F� s Q 0 G { J ,7. <. d 5✓ 4. RETAINIL�G „ -_ _ (ST AW) M CAUTION NOTE 0 _- t. ; . ,� _ -. ° R rn 6 �,. °. f °.a bu)� ; " " T .I . °' r} ' :' -. f rz W'ALL TO BE HYDRAULICALLY APPLIIEDITFIBER MATERIAL.P WHENO q THIS SHEET. , (n , a $ n... ° s��° �<.. ` " ! :° k REMOVED STRAW IS USED IT MUST BE ANCHORED TO THE A T C ' a a i �i'1 i. i. ' `t i- i .i't J My -i�d, < f f` E� .� "` � , _ _�° ._ °�< _��_ .7 " °• � : "° �� . -- T � -"1 .. ��s �° �t..1�'� n �., .� NO LESS THAN A - J -. -~`' - - - -- - E 50% OF THE STRAW INTO THE SOIL• . � � C. FERTILIZER CONSISTING OF AMMONIUM L ESTPOWE 3.52 \ ry' s� t r PHOSPHATE SULFATE 16 -20 -0, WITH 15% SULFUR r. GAVEL BAG CHE 0 44.00' �s� c > r APPLIED AT THE RATE OF 500 LBS PER ACRE. T BE RELO TED B F J T 4.0 �, a _ T ®2 5TA$ILI OON �1 o I R BMP SC -6 R 00) b i> I �1.,. _ ` -T %{ t cri 0 HER #P1 0747 J <rl s + "� ( M o f �', ` 9 �i 40' ° v/ Y c Er:ff�AN 1 2 . T�? 1 s i \ { o _ �i 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO Zi (� it 2 B FORE PAM TAP. 1 r i c, Iz a B P TC� - _ 183.51 Np�°24'�6 "E ° ° -j w • '' 1 HYDROSEEDING BY: ,� I (REMOVE R PAMING _. L _ Ir. - - I rn DET IL M 1 EXISTIN - ` { c� :- A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR w 30' I 14 n I oQ PR?F SED 1 �,., I lad ) ` it A COMBINATION OF: <-- - --j-` A to z I PR rCSED 1 REFER TO J STRI CT !RE T }y ry , W O INSTAL 5' CHAIN ` pl y 1. TRACK WALKING SLOPES STEEPER THAN 6:1. PR. \• TER AN L; �--- ! ,� y 1 z - ' 3 P.0 -C. ?� ARCHITECTURAL PLANS, �BE REM DIED f A FESSi I I I •� (LI EA ciy1 a LINK GATE / pR �d aNq 2. RIPPING AREAS THAT WILL NOT BREAK UP USING Z EXIST. M.H. Iz z I , ar a REFER TO g / FOR ENHANCED c f CsEW ! A,1D" l SFthE � i j PAVING LIMITS AND �1, �S EXI TING W�LLS 1 �� 4Q 0 �J Fy ITEM 1 ABOVE. � 85.53 LE. EPTEN�. o ARCH! °TECTUR L PLANS\ EXISTING EX1 7. POWER POi_E < �- a 9 ( I zEA� ° 1 # DETAILS Q IT EMAIN t r � '� 9 Z B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR z ►.1 { g� { (� i $ ( FOR ENHANC D P,UIt -DING P1 9262 TO BE I > z m PLANTING BY: W �l j I �, I O' r PAVING UMl! AND REL GATED BY GTHERS. ! a '" �9� r t EE I.'E TERyOF _R iS6UN, .; :: j T Icy �� SEE LETTER OFEKMIS It N III { (�.0 1. ADJUSTING THE SURFACE SOIL MOISTURE TO 5 1 R L 'SIT OR DI .AND , / z, DETAILS SAW CUT T AND (z F I j a OY OF SITE. GR D JG NC PROVIDE A DAMP BUT NOT SATURATED SEED BED. ice± D%INA E I POVEMEi TS..- _ -_f i REMOVE EXIST J t 2. THE ADDITION OF SOIL AMENDMENTS, PH W EXIST. 6" BY:I. ROBERT SANDiSON m PCC AS NEEDED FIRE ACCESS NOTE: °At_L ROADWAYS SHALL diY �I D, MOLITION rF '4 {ALL g�Gb D f N 0. �� AC CL -150 { PROPOSED PUBLIC z l CI R� ADJUSTMENT, LEACHING OR COVERING SALINE 0 TO REMOVE WALL BE A MINIMUM OF 1 U r ! qTf \4� SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. W.O. 62 -2 I D,A�ED: 8j25f 7 SEWER BMP NOTE: 6' !N WIDTH DURING z =, �j FAY: ROBERT' SA_I iSON OFC ! 1 T' - G -- " -- 1 cREw �N !NG --KIN& ApiD j IMPROVEMENTS PER INDICATES PRIVATELY MAINTAINED I CONSTRUCTION AND MAINTAINED FREE AND IS 1 " I I ; E ~ ! i CLEAR, INCLUDING; THE PARKING OF ° ` '0 SJ � it I�I� HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS R�FER f0 ARCH!TECTIIRAL PL NS DWG. N0. GS 578 BMP BiOSWA S OT 0 BE z DATED: 9/`25 �� A -150 FOi2 ENHANCED PAVING LIMITS REMOVED OR MODIFIED WITHOUT VEHICLES, IN ACCORDANCE WITH THE FIRE � 4'��$ GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR FE W.O. 2 .103\ Amk! rw -hiic PPRUIT FRnM THE CITY nF I CODE AND THE- ENCINITAS FIRE r AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING. UNTIL THE O REVISIONS (ZOr1RL1� c. �sNMHIN PROJECT IS COMPLETED AND ALL SECURITY'RELEASED. � RAE 34366 L�_ APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIKGAED BY DRAB BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. FAD, 4A.,AA 12 /1110 OC 137- CARDIFF ALONG AT& SF W REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO EROSION CONTROL PLAN FOR: C Q _ Z v) INTERS 'E. OF O TRACKS, 48 W. of HORIZONTAL 1 =10 O J C7 SILT INTERSECTION C MOZART AVE. VI SAN C+ DATE' b�l - q BY: BY: 1531 SAN E L I J O AVE • CLM - FOUND AVE.' IN CARDIFF SCHOOL VICINITY. N/A R.C.E. NO. 34300 / 's U' A FOUND COPPER ROD WITH STANDARD DISK VERTICAL RONALD C. ASHMAN DATE: %� 13� 0 - =��rJ Zi STAMPED OC 137, 1968. ELEV. 78.45 DATE: EXP. 9 30 09 DATE: O PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 ,� SHEET 4 OF ,S� W C NOTC! T5 Wa15T' 7a f11Av D 8S DATUM _ ADD 4 -tG' � J ,VLP r✓I,�VA11etJ5 (8D.60) J.N. 1286 PRIES PROPOSED 17' PRIVATE ROAD AND UTILITY EASEMENT 1'= EXIST GROUND- EXIST. WALL TO BE -REMOVED ----------- PROPOSED RETAINING WALL PER RSD C -1 �'- 4 PROPOSED PRIVATE DRIVEWAY.' PCC PAVEMENT /BASE PER R- VALUES AND SOILS ENGINEER'S RECOMMENDATIONS. MIN. 6" P.C.C. OVER 12" NATIVE AT 90% R.C. SECTION A NOT TO SCALE 2" PROPERTY BOUNDARY -8" 5' BLACK -- CHAINLINK FENCE — - - -- I EXIST GROUND i J EXISTING WALL TO BE REMOVED r� I ii EXISTING IL-.4 GROUND PAD, LJ SECTION B NOT TO SCALE SECTION C NOT TO SCALE m, BIORETENTION DETAIL 3' FOR STANDARD PROJECTS ONLY 12" X Z O DEEP ROOTED, DENSE, DROUGHT ap L) �! V INSTALL TOLERANT PLANTING SUITABLE - - N �� FOR WELL DRAINED SOIL _.... _: .._ _ _ TURF (TYP.) 2-3" THICK ROCK LINED RETENTION AREA SHALL BE < Z OVERFLOW SPILLWAY LEVEL AND DEPRESSED A SET4 "ABOVE SURFACE- MINIMUM OF 6" FROM THE;. INSTALL / OF BASIN SURROUNDING GRADE 2" 2 -3 °' HARDWOOD INSTALL 4 P C 1-1/2" SURs MULCH �- PERFORATED GRAV q „• UNDERDRAIN �QW -e-MIN. I I - 111 =11 24 SECTIO A— MIN ENGINEERED SOIL IIII I �i I� 11f= I��I I f�l SEENOTEBELOW NOT TO SCAL 11 I I I I I III I I I I I I I I 2 3 OF 3/6 "'GRAVEL 2+ MW - - PROVIDE SEE NOTE INSTALL "L" -SHAPE BELOW 3i4° CRUSHED ROCK - TURF I I I CONFIGURATION TOP EDGE OF 0 I II I WHERE SHOWN N PLAN SWALE IS LEVEL c A *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24' DEEP -SANDY LOAM' SAIL u _ MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN, 50760% SAND 1 %Fmgtn 20 -300% COMPOST OR HARDWOOD MULCH AND 20 -30% TOPSOIL, + Ii I STALL ++ U.S. CONCRETE' *`314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE'DEEPENED TO _ 12 VF DRAIN BOX WITH INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN F TRA FIC GRATE (OR EQUAL) A THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CITY -_ OF ENCINITAS'BMP DESIGN MANUAL CALCULATIONS _ ��i 10' INSTALL 4" PVC PERFORATED UNDERDRAIN ® 0% DE AIL: TURF CoVERE B(0- Rti'C J'f1N REA NOT TO SCALE CREW ErSCTfKtERIW0 A►0D �„ z rn :5 10 CT No. 34300 fzpjAu) c, Asti P IArJ CI (t3g38a OF C 11F EAP. 9-30-19 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS 'PN 6 SNECRT No. r 2- 3 1 O OC 137'E.CARDI TRACKS, A w. F PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV REVIEWED BY: �.�� Q� DC-'FAIL- INTERSECTION OF MOZART AVE. & SAN HORIZONTAL N/A "t""�'^�°l /i 6-1 ^C9 BY: BY: CORD Pl.AU A5 UtL ELIJO AVE. IN CARDIFF SCHOOL VICINITY. l DATE: GM FOUND COPPER ROD WITH STANDARD DISK VERTICAL N/A RONALD C. ASHMAN R.C.E. N0. 34300 EXP. 9/30/OT DATE: 7113 cy DATE: STAMPED OC 137, 1968. ELEV. 78.45 DATE: 06M: I&ADTusT`6NAvD88 DATuM ADD 2,16' 7 6 FLM 6z-- VAT -toNS (-6o.,' CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: 1531 SAN ELIJO AVE. PLANNING CASE NO. 04 -178 A.P.N. 260- 630 -12/13 D d' V V) Q Lid N � N J low PROPOSED Z RIGHT OF WAY w Z LINE PROPOSED PUBLIC PEDESTRIAN w 50' AND UTILITY EASEMENT w 30' 10' 10' 10' EXIST PROPERTY x Q r GROUND BOUNDARY G� O DRAWING NO. 3' 18" EXISTING 578 -G z w zA W A SHEET 5 OF ,5'T 1 GROUND F_ a of m i FF T _ _ 17' i I I EXISTING PGRMM)ENT 5RO&IN& WALL. F_ x VARIES VARIES 5' // >^UTUR TO REMAIN(i $LpCT PCRMIi l0 -52�{ w 12' -14' 3' -g / RESTRAINED WALL PER LJ �P+ SEPARATE BUILDING PERMIT / PROPOSED RETAINING - WALL PER SPECIAL DESIGN - - - I ,REFER TO RETAINING WALL EXISTING A.C. 6" D.G. PATH WATERPROOFING DETAIL PAVEMENT I ON SHEET 3. T PAVED SWALE. 4' AC /9 "AB (MIN,), BASED ON R- VALUES. SECTION C NOT TO SCALE m, BIORETENTION DETAIL 3' FOR STANDARD PROJECTS ONLY 12" X Z O DEEP ROOTED, DENSE, DROUGHT ap L) �! V INSTALL TOLERANT PLANTING SUITABLE - - N �� FOR WELL DRAINED SOIL _.... _: .._ _ _ TURF (TYP.) 2-3" THICK ROCK LINED RETENTION AREA SHALL BE < Z OVERFLOW SPILLWAY LEVEL AND DEPRESSED A SET4 "ABOVE SURFACE- MINIMUM OF 6" FROM THE;. INSTALL / OF BASIN SURROUNDING GRADE 2" 2 -3 °' HARDWOOD INSTALL 4 P C 1-1/2" SURs MULCH �- PERFORATED GRAV q „• UNDERDRAIN �QW -e-MIN. I I - 111 =11 24 SECTIO A— MIN ENGINEERED SOIL IIII I �i I� 11f= I��I I f�l SEENOTEBELOW NOT TO SCAL 11 I I I I I III I I I I I I I I 2 3 OF 3/6 "'GRAVEL 2+ MW - - PROVIDE SEE NOTE INSTALL "L" -SHAPE BELOW 3i4° CRUSHED ROCK - TURF I I I CONFIGURATION TOP EDGE OF 0 I II I WHERE SHOWN N PLAN SWALE IS LEVEL c A *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24' DEEP -SANDY LOAM' SAIL u _ MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN, 50760% SAND 1 %Fmgtn 20 -300% COMPOST OR HARDWOOD MULCH AND 20 -30% TOPSOIL, + Ii I STALL ++ U.S. CONCRETE' *`314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE'DEEPENED TO _ 12 VF DRAIN BOX WITH INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN F TRA FIC GRATE (OR EQUAL) A THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CITY -_ OF ENCINITAS'BMP DESIGN MANUAL CALCULATIONS _ ��i 10' INSTALL 4" PVC PERFORATED UNDERDRAIN ® 0% DE AIL: TURF CoVERE B(0- Rti'C J'f1N REA NOT TO SCALE CREW ErSCTfKtERIW0 A►0D �„ z rn :5 10 CT No. 34300 fzpjAu) c, Asti P IArJ CI (t3g38a OF C 11F EAP. 9-30-19 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS 'PN 6 SNECRT No. r 2- 3 1 O OC 137'E.CARDI TRACKS, A w. F PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV REVIEWED BY: �.�� Q� DC-'FAIL- INTERSECTION OF MOZART AVE. & SAN HORIZONTAL N/A "t""�'^�°l /i 6-1 ^C9 BY: BY: CORD Pl.AU A5 UtL ELIJO AVE. IN CARDIFF SCHOOL VICINITY. l DATE: GM FOUND COPPER ROD WITH STANDARD DISK VERTICAL N/A RONALD C. ASHMAN R.C.E. N0. 34300 EXP. 9/30/OT DATE: 7113 cy DATE: STAMPED OC 137, 1968. ELEV. 78.45 DATE: 06M: I&ADTusT`6NAvD88 DATuM ADD 2,16' 7 6 FLM 6z-- VAT -toNS (-6o.,' CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: 1531 SAN ELIJO AVE. PLANNING CASE NO. 04 -178 A.P.N. 260- 630 -12/13 D d' V V) Q Lid N � N J low J.N. 1286 Z w Z U' w w x G� O DRAWING NO. 578 -G z w zA W A SHEET 5 OF ,5'T J.N. 1286 { r R= 1275.82' L= 18.94' A =0 °51'02" i I I i E E I j � OF5 4 I 3 k I 4 kj! t� i i REVISIONS APPROVED DATE REFERENCES SHEET - SPECIAL DESIGN WALLS RE60tRD ftArJ /A5 LIN SPECIAL DESIGN RETAINING 1531 SAN ELIJO AVE. ffilwm CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. K . i . i OMr m SPECIAL INSPECTION TABLE PARCEL 4 ,l APPLICATION OF COMMERCIAL GRADE + PAR 1 3 APPROVALS TO THE BACK FACE OF ALL RETAINING M Q 1 t it PAD 99.00 3 � 1 PAD 114.50 ?il � 00 00 REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. N0. C -52241 SAMSON J. ENGEDA EXP. 12/31 /10 RW1.1 . [D Lo I N W � N z " FF 97.50 ao PAD 97.00 0i � i R= 1282.70' } L= 23.46' A=1 °02'52" R= 1275.82' L= 18.94' A =0 °51'02" i I I i E E I j � OF5 4 I 3 k I 4 kj! t� i i REVISIONS APPROVED DATE REFERENCES SHEET - SPECIAL DESIGN WALLS RE60tRD ftArJ /A5 LIN SPECIAL DESIGN RETAINING 1531 SAN ELIJO AVE. ffilwm CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. K . i . i OMr m SPECIAL INSPECTION TABLE PARCEL 4 FREQUENCY OF INSPECTION APPLICATION OF COMMERCIAL GRADE 2ND FF 126.00 PAR 1 3 APPROVALS TO THE BACK FACE OF ALL RETAINING M WALLS ADJACENT TO RESIDENTIAL WALLS 1ST FF 115.00 PAD 99.00 3 J') PAD 114.50 H =5 REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. N0. C -52241 SAMSON J. ENGEDA EXP. 12/31 /10 RW1.1 . GRADING PLAN FOR: 1531 SAN ELIJO AVE* PLANNING CASE N0. 04 -178 A.P.N. 260-630-12/13 578—G GARAGE FF 97.50 ao PAD 97.00 0i � u --P ; ?'44.00' 184.14' N67'22'24 "E 44.00' \ < c WALL D'V(PROPC J PLAN ;+ _ , % 7 + - t_,, n, 41.90' PARCEL 2 FF 108.00 PAD 107.50 4 N1.1 H =7' A w PARCEL 3 FF 113.65 PAD 113.15 M N N GARAGE FF 112.50 PAD 112.00 x = 44.UU A 1 41 90 9 O I p 0 �`� 5' -0" MAX WALL HEIGHT oso P to �dc� pf LIMIT LINE 183.51' N67'24'56 E 'D p�D�n F-., e'er ,-�, �, .t � �/ .j . SEE GENERAL NOTES ON PAGE 7 °��N'• fN`� w No. C -52241 m EXP. 12 -31 -2010' CI IL '9 F OF CA��FO E-3 NV SPECIAL INSPECTION TABLE PARCEL 4 FREQUENCY OF INSPECTION APPLICATION OF COMMERCIAL GRADE 2ND FF 126.00 w APPROVALS TO THE BACK FACE OF ALL RETAINING M WALLS ADJACENT TO RESIDENTIAL WALLS 1ST FF 115.00 i� J') PAD 114.50 M N N GARAGE FF 112.50 PAD 112.00 x = 44.UU A 1 41 90 9 O I p 0 �`� 5' -0" MAX WALL HEIGHT oso P to �dc� pf LIMIT LINE 183.51' N67'24'56 E 'D p�D�n F-., e'er ,-�, �, .t � �/ .j . SEE GENERAL NOTES ON PAGE 7 °��N'• fN`� w No. C -52241 m EXP. 12 -31 -2010' CI IL '9 F OF CA��FO E-3 NV I_• -8 N�- FOR CONSTRUCTION STAGING, SEE NOTES ON PAGE 7 SPECIAL INSPECTION TABLE INSPECTION TASK FREQUENCY OF INSPECTION APPLICATION OF COMMERCIAL GRADE CONTINUOUSLY DURING TASK PROPRIETARY WATERPROOFING MATERIAL APPROVALS TO THE BACK FACE OF ALL RETAINING DRAWING NO. WALLS ADJACENT TO RESIDENTIAL WALLS 0) J') OC 137- CARDIFF ALONG AT& SF RR- 100'E. OF q TRACKS, 48'W. OF INTERSECTION OF MOZART AVE. & SAN ELIJO AVE. IN CARDIFF SCHOOL VICINITY. FOUND COPPER ROD WITH STANDARD DISK STAMPED OC 137, 1968. ELEV. 78.45 HORIZONTAL 1 " =1 D' VERTICAL N/A REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. N0. C -52241 SAMSON J. ENGEDA EXP. 12/31 /10 RECOMMENDED APPROVED BY: BY:AA.All GRADING PLAN FOR: 1531 SAN ELIJO AVE* PLANNING CASE N0. 04 -178 A.P.N. 260-630-12/13 578—G 1 DAB DAB 12-13110 DATE: � � l Pl M N z /tom I_• -8 N�- FOR CONSTRUCTION STAGING, SEE NOTES ON PAGE 7 • SPECIAL INSPECTOR TO VERIFY ARCHITECT/ENGINEER OF RECORD HAS APPROVED WATERPROOFING MATERIAL FOR ITS INTENDED USE BEFORE ITS APPLICATION. APPROVAL SHALL BE GRANTED ONLY IN WRITING. 1. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION, 2. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION, 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REWIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR, 4. THIS PROJECT SHALL COMPLY WITH THE 2007 CALIFORNIA BUILDING CODE WHICH ADOPTS 2006 IBC, 5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY CONFORM TO THE SOILS REPORT, 6. MASONRY CONSTRUCTION, SPECIAL INSPECTION SHOULD BE PROVIDED FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE WITH SECTION 1074.5.2 AND TABLE 1704.5.1 (SECTION 1704.5.2 AND TABLE 1704.5.3) y �o T- 'KS Engineering, Inc. 15008 Espola Road * Poway, CA 92064 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. DATE SPECIAL INSPECTION TABLE INSPECTION TASK FREQUENCY OF INSPECTION APPLICATION OF COMMERCIAL GRADE CONTINUOUSLY DURING TASK PROPRIETARY WATERPROOFING MATERIAL APPROVALS TO THE BACK FACE OF ALL RETAINING DRAWING NO. WALLS ADJACENT TO RESIDENTIAL WALLS • SPECIAL INSPECTOR TO VERIFY ARCHITECT/ENGINEER OF RECORD HAS APPROVED WATERPROOFING MATERIAL FOR ITS INTENDED USE BEFORE ITS APPLICATION. APPROVAL SHALL BE GRANTED ONLY IN WRITING. 1. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION, 2. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION, 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REWIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR, 4. THIS PROJECT SHALL COMPLY WITH THE 2007 CALIFORNIA BUILDING CODE WHICH ADOPTS 2006 IBC, 5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY CONFORM TO THE SOILS REPORT, 6. MASONRY CONSTRUCTION, SPECIAL INSPECTION SHOULD BE PROVIDED FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE WITH SECTION 1074.5.2 AND TABLE 1704.5.1 (SECTION 1704.5.2 AND TABLE 1704.5.3) y �o T- 'KS Engineering, Inc. 15008 Espola Road * Poway, CA 92064 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. DATE BENCHMARK SCALE PLANNING AND BUILDING utswSEu �> UKAWN dr ctitcKtu qtr APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. OC 137- CARDIFF ALONG AT& SF RR- 100'E. OF q TRACKS, 48'W. OF INTERSECTION OF MOZART AVE. & SAN ELIJO AVE. IN CARDIFF SCHOOL VICINITY. FOUND COPPER ROD WITH STANDARD DISK STAMPED OC 137, 1968. ELEV. 78.45 HORIZONTAL 1 " =1 D' VERTICAL N/A REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. N0. C -52241 SAMSON J. ENGEDA EXP. 12/31 /10 RECOMMENDED APPROVED BY: BY:AA.All GRADING PLAN FOR: 1531 SAN ELIJO AVE* PLANNING CASE N0. 04 -178 A.P.N. 260-630-12/13 578—G 1 DAB DAB 12-13110 DATE: SHEET 6 OF 7 CNoTG: Tv tN JUST TO 0AVI) at DAATuIvI ADD Z•l(p'To PL- AIS6LEVATIONS (86•4I)) J. N. 1286 DESIGN CONDITIONS: FENCI Q Walls are to be used for the loading conditions Safety fencing shall be installed at the top of shown for each type wall. Design H shall not be the wall as required by the agency. exceeded. Footing key is required except as shown INSPECTIONS: otherwise or when found unnecessary by the DATE: Engineer. 9 Call for inspections as follows: c^ A. When the footing has been formed, with the JJ head joints. steel tied securely in final position, and is DESIGN DATA: ready for the concrete to be placed. E B. Where cleanout holes ore not provided: '.. Reinforced Concrete- (1) After the blacks have bean laid up to a height F'c =2,500 psi of four feet (4) or full height for walls up to Fs = 60,000 psi n =10 ten feet (1(Y) , with steel in place but before the Reinforoed Masonry: grout is poured, and...... F'm = 1,500 psi (2) After the first lift is properly grouted, Fs = 24,000 psi the blocks have been laid up to the top goly. wire mesh screen, 2.44m (8) an center, of the wall with the steel tied securely in 6 place but before the upper lift is grouted. natural soil. --- - - - - -- Where cleonoat holes are provided: - After the blacks have been aid up to the TYPICAL SECTION top of the wall, with the steel tied REINFORCEMENT: securely in pace, but before grouting. Intermediate grade, hard grade, or rail steel C. After grouting is complete and after rock or deformation shall conform ASTM A615, A616, A617. rubble wall drains are in place but before Bars shall lap 40 diameters, where spliced, unless earth backfill is placed, otherwise shown on the plans. Bends shall conform D. Finct inspection when all work has been to the Manual of Standard Practice, A.C.1. completed. Backing for books is four diameters. All bar DATE: embedments are clear distances to outside of bar. CONCRETE GROUT AND MORTAR MIXES: Spacing for parallel hors is center to center bars. Concrete grout shall attain a minimum compressive MASONRY: strength of 2,000 psi in 28 days and Ali reinforced masonry retaining walls be mortar shall attain 1,800 psi in 28 days. All cells shall be filled with grout: Rod or vibrate constructed of regular or light weight standard units conforming to the 'standard Specifications consolidation- Bring grout within 10 minutes of pouring for Public Works Construction." to insure grout to a .point 2" from the top of JOINTS: masonry units when grouting of second lift is to be continued at another time. Vertical control joints shall be placed at 9.75nn MORTAR KEY: (32') intervals maximum. Joints shall be designed to resist shear and other lateral forces while To insure proper bonding between the footing and permitting longitudinal movement. Vertical the first course of block, a mortar key shall be expansion Joints shall be placed at 29.3m (961) formed by embedding a flat 2 x 4 flush with and at intervals maximum, the top of the freshly poured footing. The 2 x 4 CONCRETE should be removed after the concrete has started to harden (approximately i hour). Footing oncrete shall be F'c =2,500 si 9 P A mortar key may be omitted if the first course of back is set into the fresh concrete when the footing is poured, and a good bond is obtained. BACKFILL: WALL TRAINS: No backfill material shall be placed against Wall drains shall be provided in accordance with masonry retaining walls until grout has reached Standard Drawing C -8. design strength or until grout has cured far a minimum of 28 days. Compaction of backfill SOIL: material by jetting or pending with water will not be permitted. Each layer of bockfdl shall be All footings shall extend at least 305mm (12 ") into moistened as directed by the Engineer and undisturbed natural soil or approved compacted thoroughly tamped, rolled or otherwise compacted fill, Soil should be dampened prior to pacing until the relative compacting is not less than 909, concrete in footings. Revision 8 Approved Date PAD ELEVATION f - M031,aADIDED BY me sm man °- --- - SAN DIEGO REGIONAL STANDARD DRAWING REdaNAL STANDARDS aD dA E DRIGINAL e A. Karchwal 12/75 ,, 1 H - .Add Mebi¢ 1. Stmt -r 03/0.4 GENERAL NOTES FOR MASONRY ¢ ' rr JG l ........lij -. 9900 , �" R.C.E +9z4e Mt. (PARCEL 2) RETAINING WALLS DRAWING C °7 NUMBER J. No. C -52241 EXP. 12 -31 -201 /H No surcharge loads within this area for level backfill design. Aartar or cast -in -place concrete Finished Ground fine N I-iAPN4 Vertical Reinf. Great filled block celk top of Footing z 11.111.... bond e m block a 51mm (2') R 102mm (. , (nominal) Key CAP DETAIL KEY DETAIL NOTES: 1. All masonry retaining wells shall be constructed with cap, key end drainage details as shown hereon. 2. 102mm (4") diameter drain may be formed by pacing aback on it's side. on B proved Date SAN DIEGO REGIONAL STANDARD DRAWING RRE Ed11 1 iu_ L Rerahewi 1.2/15 in. T- Stantnr a3ja3 DETAILS FOR MASONRY RETAINING WALL SKS Engineering, Inc. 15008 Espola Road * Poway, CA 92064 WALL LAYOUT LINE SLOPED BACKFILL ' 2 #4 HORIZ. REBAR ® 32" O.C. 1 i #5 VERT. REBAR ' ' I I =' fe ® 16" O.C. 8" SOLID GROUTED WALL 0 PAD ELEVA 4 #4 CONT. •; i , I+ I f . 1 .• -1 i 3 = I O {{ N 3 -9" -3_ 6" f 19° CONT. FOOTING 5' -0° Reinf. LC-8 IQ �,: Y -S '-i ia V GENERAL NOTES /REQUIREMENTS: 1. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (C.B.C.), 2007 EDITION, AS ADOPTED BY THE BUILDING DEPARTMENT. 3. SUBSTITUTIONS: PROVIDE MANUFACTURERS I.C.B.O. REPORTS AND A LIST OF ALL PROPOSED SUBSTITUTIONS TO THE ARCHITECT /ENGINEER FOR REVIEW BEFORE FABRICATION. 4. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. 5. PIPES, DUCTS SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. FROM THE ENGINEER 6. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. 7. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER, ARCHITECT, NOR ENGINEER WILL ENFORCE SAFETY PROGRAMS, INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOUNDATION: 1. SOILS INVESTIGATION: REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL INVESTIGATION" BY C.W. LA MONTE COMPANY, INC. DATED MAY 4, 2007 2. FOUNDATION MATERIAL: SUITABLE FILL MATERIAL 3. FOUNDATION MATERIAL TO BE COMPACTED TO 95% MODIFIED AASHTO MINIMUM. 4. MINIMUM FOUNDED DEPTH & WIDTH OF FOOTINGS: BELOW ROUGH PAD GRADE: 12" BELOW LOWEST ADJACENT FINISHED GRADE: 12" WIDTH: 12" 5. FOUNDATION OF FOOTINGS & SLABS: ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED SOILS (TO BE VERIFIED BY GEOTECH. ENGINEER). 6. SOIL PRESSURES: SOIL BEARING: 2000 PSF COEFFICIENT OF FRICTION: 0.4 PASSIVE PRESSURE: 350 PCF CANTILEVER ACTIVE (LEVEL) 30 PCF VEHICULAR SURCHARGE 240 PSF PROPRIETARY WATER PROOFING TO BE APPLIED TO THE INSIDE FACES OF ALL CMU RETAINING WALLS PRIOR TO BACK FILLING. CONTRACTOR TO SUBMIT WATER PROOFING MATERIAL SPECIFICATIONS FOR ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. WATERPROOFING TO BE SPECIAL INSPECTED. REFER TO SPECIAL INSPECTION TABLE. i �- WALL LAYOUT LINE LEVEL BACKFILL #4 HORZ.. REBAR 0 32" O.C. 8" SOLID GROUTED WALL #5 VERT. REBAR 0 32" 0. C. 1n 1 UI #6 VERT. REBAR SLOPED BACKFILL #4 HORZ. REBAR ® 32" O.C. #4 VERT. REBAR ® 32" O.C. 8" SOLID GROUTED WALL WALL LAYOUT LINE SLOPED BACKFILL 2 1 #4 HORIZ. REBAR 0 32" O.C. I #4 VERT. REBAR 1 ® 32" O.C. f' l�.R.,' 8" SOLID GROUTED WALL 12" SOLID GROUTED WALL #6 V T. CF PAD ELEVA 4 #4 CONT. " L I o- r 4' -0" 6° 2' -0" CONT. FOOTING MASONRY BLOCK WALL 7' -4" 9 WALL LAYOUT LINE 2 1 G to SC: NTS SLOPED BACKFILL M #4 HORIZ. REBAR n ® 32" O.C. #6 VERT. REBAR ® 16" O.C. 10 8" SOLID GROUTED WALL LIMIT OF BONDING 3" MIN 1/8 "X12" NEOPRENE BONDE 3" MIN. WIDTH ON EACH SIDE OF JOINT PROTECTIVE COVER HARDBOARD OR OTHER SUITABLE MATERIAL 1" CHAMFE WALL EXPANSION JOINT LEVEL BACKFILL #4 HORIZ. REBAR ® 32" O.C. #4 VERT. REBAR 0 32" O.C. 8" SOLID GROUTED WALL "PREMOLDED EXPANDED JOINT FILLER OR EXPANDED POLYSTYRENE CMU WALL PER PLAN SC: NTS \" ' WALL LAYOUT LINE 2 1 12" SOLID GROUTED WALL % " „�- #5 VERT. REBAR Finer Material, 25Amm 1') max. crushed ® 16 O.C. 0 24" O.C. aggregate, 0.113 cu m 4 es. ft.) per 4" AIR GAP ' 102mm �4 ") dia. drain or .028 cu m ff, 305mm DATE: +1 (1 cu. per (ft.) of open c^ E JJ head joints. BE PLACED ON TOP OF RET. E E C& N - (PARCEL 4) _ 4 3 t - I I 102m (41 do. drain with 6.35mm (1/4' BOTTOM OF BLDG. FOOTING 1... goly. wire mesh screen, 2.44m (8) an center, Line of undisturbed 6 or one horizordrif row of open head joints, natural soil. --- - - - - -- - - J TYPICAL SECTION Aartar or cast -in -place concrete Finished Ground fine N I-iAPN4 Vertical Reinf. Great filled block celk top of Footing z 11.111.... bond e m block a 51mm (2') R 102mm (. , (nominal) Key CAP DETAIL KEY DETAIL NOTES: 1. All masonry retaining wells shall be constructed with cap, key end drainage details as shown hereon. 2. 102mm (4") diameter drain may be formed by pacing aback on it's side. on B proved Date SAN DIEGO REGIONAL STANDARD DRAWING RRE Ed11 1 iu_ L Rerahewi 1.2/15 in. T- Stantnr a3ja3 DETAILS FOR MASONRY RETAINING WALL SKS Engineering, Inc. 15008 Espola Road * Poway, CA 92064 WALL LAYOUT LINE SLOPED BACKFILL ' 2 #4 HORIZ. REBAR ® 32" O.C. 1 i #5 VERT. REBAR ' ' I I =' fe ® 16" O.C. 8" SOLID GROUTED WALL 0 PAD ELEVA 4 #4 CONT. •; i , I+ I f . 1 .• -1 i 3 = I O {{ N 3 -9" -3_ 6" f 19° CONT. FOOTING 5' -0° Reinf. LC-8 IQ �,: Y -S '-i ia V GENERAL NOTES /REQUIREMENTS: 1. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (C.B.C.), 2007 EDITION, AS ADOPTED BY THE BUILDING DEPARTMENT. 3. SUBSTITUTIONS: PROVIDE MANUFACTURERS I.C.B.O. REPORTS AND A LIST OF ALL PROPOSED SUBSTITUTIONS TO THE ARCHITECT /ENGINEER FOR REVIEW BEFORE FABRICATION. 4. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. 5. PIPES, DUCTS SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. FROM THE ENGINEER 6. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. 7. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER, ARCHITECT, NOR ENGINEER WILL ENFORCE SAFETY PROGRAMS, INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOUNDATION: 1. SOILS INVESTIGATION: REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL INVESTIGATION" BY C.W. LA MONTE COMPANY, INC. DATED MAY 4, 2007 2. FOUNDATION MATERIAL: SUITABLE FILL MATERIAL 3. FOUNDATION MATERIAL TO BE COMPACTED TO 95% MODIFIED AASHTO MINIMUM. 4. MINIMUM FOUNDED DEPTH & WIDTH OF FOOTINGS: BELOW ROUGH PAD GRADE: 12" BELOW LOWEST ADJACENT FINISHED GRADE: 12" WIDTH: 12" 5. FOUNDATION OF FOOTINGS & SLABS: ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED SOILS (TO BE VERIFIED BY GEOTECH. ENGINEER). 6. SOIL PRESSURES: SOIL BEARING: 2000 PSF COEFFICIENT OF FRICTION: 0.4 PASSIVE PRESSURE: 350 PCF CANTILEVER ACTIVE (LEVEL) 30 PCF VEHICULAR SURCHARGE 240 PSF PROPRIETARY WATER PROOFING TO BE APPLIED TO THE INSIDE FACES OF ALL CMU RETAINING WALLS PRIOR TO BACK FILLING. CONTRACTOR TO SUBMIT WATER PROOFING MATERIAL SPECIFICATIONS FOR ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. WATERPROOFING TO BE SPECIAL INSPECTED. REFER TO SPECIAL INSPECTION TABLE. i �- WALL LAYOUT LINE LEVEL BACKFILL #4 HORZ.. REBAR 0 32" O.C. 8" SOLID GROUTED WALL #5 VERT. REBAR 0 32" 0. C. 1n 1 UI #6 VERT. REBAR SLOPED BACKFILL #4 HORZ. REBAR ® 32" O.C. #4 VERT. REBAR ® 32" O.C. 8" SOLID GROUTED WALL WALL LAYOUT LINE SLOPED BACKFILL 2 1 #4 HORIZ. REBAR 0 32" O.C. I #4 VERT. REBAR 1 ® 32" O.C. f' l�.R.,' 8" SOLID GROUTED WALL 12" SOLID GROUTED WALL #6 V T. CF PAD ELEVA 4 #4 CONT. " L I o- r 4' -0" 6° 2' -0" CONT. FOOTING MASONRY BLOCK WALL 7' -4" 9 WALL LAYOUT LINE 2 1 G to SC: NTS SLOPED BACKFILL M #4 HORIZ. REBAR n ® 32" O.C. #6 VERT. REBAR ® 16" O.C. 10 8" SOLID GROUTED WALL LIMIT OF BONDING 3" MIN 1/8 "X12" NEOPRENE BONDE 3" MIN. WIDTH ON EACH SIDE OF JOINT PROTECTIVE COVER HARDBOARD OR OTHER SUITABLE MATERIAL 1" CHAMFE WALL EXPANSION JOINT LEVEL BACKFILL #4 HORIZ. REBAR ® 32" O.C. #4 VERT. REBAR 0 32" O.C. 8" SOLID GROUTED WALL "PREMOLDED EXPANDED JOINT FILLER OR EXPANDED POLYSTYRENE CMU WALL PER PLAN SC: NTS \" ' WALL LAYOUT LINE 2 1 12" SOLID GROUTED WALL % " „�- #5 VERT. REBAR f . ® 16 O.C. 0 24" O.C. 12" SOLID GROUT WALL 4" AIR GAP ' DATE: BY: BY: �• /v 1 BUILDING FOUNDATION TO f ' BE PLACED ON TOP OF RET. E, LT WALL FOOTING ® STAGE 2 C& PAD1F5� r (PARCEL 4) _ 4 3 t - I I E L I J O BOTTOM OF BLDG. FOOTING 12" SOLID GROUTED WALL 113.50 (PARCEL 4) • 6 4 #4 CONT. //6 VERT. ° I 4" AIR GAP J R.C.E. NO. SAMSON J. ENGEDA 12/31/10 "' BOTTOM OF RETAINING WALL FOOTING ELEV. = 112.17 (PARCEL 4) CONT. FOOTING 4' -0" V -6° Ir 5' -6" MASONRY BLOCK 7' -0" WALL WITH FOOTING (78 SURCHARGE LOAD AT PARCEL 4 SC: WITS WALL LAYOUT LINE 2 1 1 LEVEL BACKFILL #4 HORIZ. REBAR 0 32" O.C. #4 VERT. REBAR ® 24" O.C. 8" SOLID GROUTED WALL WALL LAYOUT LINE MASONRY BLOCK WALL UP TO 5' -0" MASONRY BLOCK 9' -0" WALL MASONRY BLOCK 7 -0 WALL MASONRY BLOCK WALL UP TO 5' -4" WITH SLOPED BACKFILL (6, WITH LEVEL BACKFILL 5 WITH SLOPED BACKFILL 4 MASONRY BLOCK 5'-0" WALL WITH FOOTING 3 WITH LEVEL BACKFILL (11 (OPTIONAL) SC: NTS SC: NTS (OPTIONAL) SC: NTS SURCHARGE LOAD C� PARCEL 1 SC: NTS (OPTIONAL) SC: NTS REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGSED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. %SHEET - SPECIAL OC 137- CARDIFF ALONG AT& SF DESIGN WALLS RR -100'E OF TRACKS 48'W of REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: f . ® 16 O.C. 12" SOLID GROUT WALL r. DATE: BY: BY: �• /v 1 m 5 7 S - G E, LT C& ELIJO AVE. IN CARDIFF SCHOOL VICINITY. C -52241 1531 E L I J O AVE* 12" SOLID GROUTED WALL 4" AIR GAP //6 VERT. REBAR 4" AIR GAP J R.C.E. NO. SAMSON J. ENGEDA 12/31/10 "' 16" O.C. STAMPED OC 137, 1968. ELEV. 78.45 DATE: -3/4" PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 6 BUILDING FOUNDATION TO ko m BUILDING FOUNDATION TO ° 0 -1 BE PLACED ON TOP OF RET. M BE PLACED ON TOP OF RET. -3 /a" WALL FOOTING ®STAGE 2 f WALL FOOTING ® STAGE 2 i PAD ELEVATION PAD ELEV. r f PAD ELEVATION f - +Yi (PARCEL 1 -::; ...+. ` e PAD ELEVATIO 111 - ;I !7 ts� !� Id lIi °'I€ I •_ 1. 107.50 ........lij -. 9900 (PARCEL 2) ,__, ,. V-, �.. '1 TOP OF __T FO i - r f - I' . ;. ., r .., ... 4 #4 CONT. ., • j, . to 9600 (.n,l ' ' _rte .•;, l ro 98.00 i= < ' r (PARCEL 1 ! , a I' g,. - s'y •` • __ 106.56 ,, _,, (PARCEL 2) , -- I'`( - fO 4 #4 CONT. tl I 4 /4 CONT. _ + CONT. FOOTING (PARCEL 1)� 11-9" 6- S -3" CONT. FOOTING 3•_6• CONT. FOOTING 5' -0° 1' -s° 105.00 s' -o° s° V -6° CONT. FOOTING 6' -6° (PARCEL 2) 7' -O° MASONRY BLOCK WALL UP TO 5' -0" MASONRY BLOCK 9' -0" WALL MASONRY BLOCK 7 -0 WALL MASONRY BLOCK WALL UP TO 5' -4" WITH SLOPED BACKFILL (6, WITH LEVEL BACKFILL 5 WITH SLOPED BACKFILL 4 MASONRY BLOCK 5'-0" WALL WITH FOOTING 3 WITH LEVEL BACKFILL (11 (OPTIONAL) SC: NTS SC: NTS (OPTIONAL) SC: NTS SURCHARGE LOAD C� PARCEL 1 SC: NTS (OPTIONAL) SC: NTS REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING DESIGSED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. %SHEET - SPECIAL OC 137- CARDIFF ALONG AT& SF DESIGN WALLS RR -100'E OF TRACKS 48'W of REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: J.N. 1286 I C\2 r- C\2 Lid = 00 Qi co LCJ � tr' A W co V A w H z W C z= 0 w w5 o CIO F+-1 W U2 Z w Z A W INTERSECTION F MOZART AVE. & SAN HORIZONTAL 1 =10 DATE: BY: BY: �• /v 1 5 7 S - G E, LT C& ELIJO AVE. IN CARDIFF SCHOOL VICINITY. C -52241 1531 SAN E L I J O AVE* CLM FOUND COPPER ROD WITH STANDARD DISK VERTICAL N/A R.C.E. NO. SAMSON J. ENGEDA 12/31/10 DATE: DATE: Iz I3 1 1 0 STAMPED OC 137, 1968. ELEV. 78.45 DATE: EXP. PLANNING CASE NO. 04 -178 A.P.N. 260-630-12/13 SHEET 7 OF 7 J.N. 1286 I C\2 r- C\2 Lid = 00 Qi co LCJ � tr' A W co V A w H z W C z= 0 w w5 o CIO F+-1 W U2 Z w Z A W