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2014-11874 G (Plans)RIGHTOFWAYN07F OWNER lS 70 OBTAIN A CONSIRUCTON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO OXRK/NG IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO #LL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESDON981LITY OF THE OWNER 70 KNOW WHERE HIS/HER PROPERTY LINE IS WAPUercunrc NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 70 DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FACILITY. UTILITYNOTE ALL URURES SERVNG THIS 97E SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES L ALL OTRK BULL BE DONE IN ACCORDANCE NTH THESE PLANS; THE STANDARD 519506A PONS FOR PUBLIC WORKS COONSTRUCTON THE SIGN DE CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANNE ANY CIUAG=S OR REYISONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT RUED 'PRELIMINARY GE07EC HNICAL EVALUATION 1332 SUMMIT AVENUE; CARDIFF BY THE SEA, SAN DIEGO COUNTY, CALIFORNIA' PREPARED BY (A 05101LVC. DATED APRIL 112013 -HALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE W THE RECOMMMENDAR S AND SPECIRCATONS CONTAINED IN SAID REPORT. 3 SEPARATE APPROVALS AND PERMI7S FOR ANY CONSIRUCTON #THIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REWIRED IN CONJJNCRON NTH IMPROVEMENT PLANS 4. NRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OT31TE GRADING. 5. CONRAC70R SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 10 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 CONDITION EXISTING PRIOR 70 GRADING. 6. THE DEVELOPER SHALL BE RESPONSBLE THAT ANY MONUMENT QU BENCH MARK MHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR 91ALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEWCEx INCLUDING SHORING AND SHALL BE RESPONSIBLE fOR CONFORMING 70 ALL LOCAL, STATE` AND FEDERAL SAFETY AND HEALTH STANDARDS; LA 05 AND REGULA DVS 8 GRADING AND EQUIPMENT OPERA TING WHIN ONE -HALF_ f 1, 2J MILE OF A STRUCTURE FAR HUMAN OCCUPANCY SHALL N01 BE CONWC7ED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR uv SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSIRUC17ON MEETING HAS BEEN HEED ON91E NTH THE FOLLO#NG PEOPLE PRESENT CITY INSPEC7W,, CIML ENGINEER, SOLS ENGINEER, GRADING CONTRACTOR AND PERMITEE. THE PRE- COASIRUCTOW MEETING SHALL BE SCHEDULED 107H THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR 70 HAULING DIRT O4 CONSTRUCTION MATERIALS TO ANY PROPOSED COONSIRIUCTON 97E WTH/N 7HIS PROJECT THE DEVELOPER SHALL SUBMIT 70 AND RECEIVE APPROVAL FROM lHE CITY ENGINEER FOUR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COYPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATIOON It UPON FINAL COMPLETION OF THE OWK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERNRCATOW SHALL BE PROVIDED STATNG.• 'THE GRADING UNDER PERMIT N0. 11874 -G HAS BEEN PERFORMED /N SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN: NIS STATEMENT SHALL BE FOLLONED BY THE DATE AND SIGNATURE OF THE CIWL ENGINEER WHO CERRFlES SUCH GRADING OPERA TAN. 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOBS ENGINEER OR UNDER HIS DIRECRON HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND CYJMPAC17ON OF FILLS AND BACIMLLS AND CLWPAC77ON OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REONRED AND #LL LEMINE THE SUflANUTY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERA TONS HE SHALL STATE THAT 01997RVA77ONS AND TESTS NERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR S 4LL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVDE P0977VE DRAINAGE AND PREVENT POVING OF WATER. HE SHALL CONTROL SURFACE WA TER AND AVOID DAMAGE 70 ADJ7IMNG PROPERTIES OR FINISHED NORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL -HALL BE PLACED IN ACCORDANCE NTH STANDARD SPEDECARON. ALL VEGETABLE MATTER AND OBJECTIONABLE MA70AL 91ALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUNAL SOILS -HALL BE REMOVED 70 SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED 70 A DEPTH OF 11 INCHES AND THEN COMPACTED 70 A MINIMUM OF 90 FERC0T IT -HALL BE THE CONTRACTORS RESPONSOXITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECYRCATONS 16. ALL TREES BRUSH GRASS AND OTHER 06,EC770NABLE MA1ER/AL SHALL BE COLLECTED, PILED OR 07HER#SE DISPOSED OF OFF THE 97F BY THE CONTRACTOR 5`D AS 1100 LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NET AND FINISHED APPEARANCE FREE FROM UN96VRY DEBRIS APPROVAL OF LOCARON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR 70 THE DISPOSAL OF ANY SUCH MATERIAL 17 THE REMOVAL O ANY AND ALL CITY )BEES SHALL BE CONSISTENT NTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED #THIN CITY STREET RIGHT - -OF -WAY, ON CITY PROPERTY, OR WTHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSIRUCRON UNLESS SPECIFICALLY APPROVED 01HER#SE NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WHIN THE OTY 7REE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A IRE£ TO THE OUTERMOST EDGE OF THE TREE CANOPY PROTECTION ON TIE MIND . IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN FLICT WTH A CITY TREE; IT MUST NOT BE DISTURBED UNLESS THE PLAN IS RER90 70 ADDRESS THE TREE REMOVAL. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOIWEDGE THERE ARE NO EXISTING U77LI17ES EXCEPT AS SHOWY ON THESE PLANS HONEVER.• THE CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAURONARY MEASURES TO PR07ECT ANY DISTNG UTUTES QU STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTORS RE- PAN9BILITY TO CONTACT THE FOLLOWNG ONNERS OF SAID U77LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF U17LINES AND NOTFlCARON OF COMMENCEMENT OF WORK.• A. SEMRS - CSD - (760 )-633 -2770 B. GAS & ELECTRIC - SOGE (760) -438 -6200 C. WATER - SAN DOW TO WATER DISTRICT -1- 760 - 633 -2709 D. TELEPHONE - EDC BELL - (760))- 489 -3411 E CABLE TV - COX CM/MUNICAT6N5- (760) -806- 9809 X -2233 2. CONTRACTOR SHALL NORFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY YORK ON THIS PROJECT PHONE.• (760) - 633 -2770. 3. THE CONTRACTOR -HALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)- 633 -2770. ALL RDRK PERFORMED WTHUT BENEFIT OF INSPECRON WLL BE SUBJECT 70 R&ECROYN AND REMOVAL EROSION CONTROL IN CASE EMERGENCY OWK IS REQUIRED, CONTACT STEVE BUTLER AT (760) 845 -7884 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 70 APRIL 151. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 97E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCRON Oh TEMPORARY ER09ON CONTROL MEASURES WHEN RAIN IS IMMINENT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOODIRED W TOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR 91ALL RESTORE ALL EROSION CONTROL DEVICES TO OWING ORDER TO THE SA 779"ACTTON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5 THE CONTRACTOR SHALL INSTALL ADDI RONAL ER090N CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA 71ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CON7RAC701? STALL LE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENRALLY UNSAFE. 7. ALL ERO -ON CONTROL MEASURES PROWDED PER THE APPROVED GRADING PLAN -HALL BE INCORPORATED HEREON. 8 GRADED AREAS AROUND THE PRO.ECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSON OF EACH MDRK DAY. 9 ALL REMOVABLE PROTECTIVE DEICES SHOW SHALL BE IN PLACE AT THE END OF EACH ORK/NG DAY WHEN 7HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (401). SILT AND OTHER DEBRIS -HALL BE REMOVED AFTER EACH RAINFALL STORMWA TER POLLU77ONCONTROL POST CONSTRUC77ON SWIMP NOTES I. FOR S70RM WARR POLU71ON CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCIIARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLECTION AND DISCHARGE ON70 771E STREET AND /OR IN70 THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DE- GNATED FAR S70RM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED 117OUT A PERMIT FROM THE CITY. J ALL IMPERVIOUS AREAS #THIN NE 71E SHALL DRAIN TO APPROVED BMP WP FACILITIES AND OR TO TURF CR LANDSCAPED AREAS NTH ADEOU4 AND �N<� � �1�� A FROV THE SITE. ALL IMPERIOUS AREAS MUST OPE 70WARD THE APPROWD BMPAMP 4 NO DRAINS SHALL BE INSTALLED /N HANDSCAPE, DRIVEWAM OR ANY 07HER IMPERVOUS AREA UNLESS THE ROW FROM THE DRAIN DISCHARGES 70 AN ADEQUATE IMP/BMP. 5 DRIVEWAYS 91ALL HAVE A MINIMUM 2Z (ROSS SLOPE 70WARD THE IMP/NIP AREA OR HAVE AN07HER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT 70 AN ADEQUAIE IMP VIP. 6. ALL STORMWATER /MP/BMP FACILITIES SHOW HEREON SHALL NOT BE MODIFIED OR ALTERED WSHUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMFERRWOUS SURFACES NOT SHOW ON THIS PLAN MAY REQUIRE 7HAT THIS PLAN BE REWSED OR THAT A 56FARA7E ENGNEERING PERMIT BE OBTAINED. HE ENCLOSURE 91ALL BE SIF AND IS THEN FILTERED NOT 70 PLANTERS OR THE 1. WATER MAINS LATERALS AND APPURTENANCES -HALL BE CONSTRUCTED ACCORDING 10 THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 RENEW OF THIS PLAN BY SAN DIECU110 WATER DISTRICT DOES NOT CONS177UTE REPRESLWTA17ON AS TO THE ACCURACY O. THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTUTY, PIPE O STRUC7URE #THIN THE LIMITS OF THIS PROJECT. J ALL ENSTNG FACIUTE5 NIGH MAY AFFECT FINAL DESIGN, I.E. LINE C ROS INN LINE PARALLELING OR PROPOSED CONNECRON SHALL BE FIELD VERIFIED. ALL IX/S NG OR PROPOSED UTILITY CROSSING W I H/N 10 FEET (GAS PROPOSED WATER MAINS SHALL BE SHOW OWN IMPROVEMENT PLANS ELECTRICAL AND SEWER 70 CROSS UNDER WATER MAINS UNLESS GIVEN NBTTEN PERMISSON BY SAN DIEGUI70 W(fAMR DISTRICT. D RDSCAUMI� (M) IS AFFESCTED BY MR DO PROJECT ALL NOT MEET AFFECTED WATER FACILI� UST MEET CU TO T WATER STANDARDS AT THE ONNERS EXPENSE. 5. U77LI77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION NHEN PARALLELING WATER 3ERVCES 6. MINIMUM HOWZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTTC VAULTS 7 ALL WATER SERWCES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER IRAVEIED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERNNG IL CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVEES SHALL BE PROVIDED NTH CATHODIC PR07EC77ON IN ACCORDANCE NTH NC -17 OR WC -i& STORMWAIERPOLLUIIONCONTROL BMPNOTESRELATIVETO CONS7RUCTIONACTVITIES MORTAR, STUCCO, PLASTER AND THE LIKE A SIGN DESIGNATING THE WASHOUT LOCATION CONSTRUCTION S17FACCESS A STABILIZED CONSTRUCTION 97E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS 70 PREVENT /RACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MAIER/AL SUCH AS 3- CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLAIES CONSTRUCTION VEHICLES A 91011FIC AREA AWAY FROM GUTTERS AND S70RM DRAIN 91ALL BE DE-GNA TED FOR CGNISTRUCRON VEHICLES PARIONG VEHICLE RETUELINQ AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SHE. EROSION CONTROL ER09ON CONTROL MUST BE PROVDED FOR ALL ER09W SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS M90N CONTROL MATS ADEQUATE GROUND COVER V£GETABON, AND BONDED FIBER MATRIX. NO EXCAVA7ON AND GRADING ACRMRES ARE ALLOWED DURING NET WEATHER DIVER -ON DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND THE CON57RUCTON 91F CONTRACTOR SHALL PR07ECT CHANNELS AGAINST ER09OV USING PERMANENT AND TEMPORARY EROSON CONTROL MEASURES REMOVE EXSTNG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS 91ALL BE CONDUCTED IN PHASES 70 AVOID UNNECESSARY REMOVAL OF THE NATURAL GROIFNO COVER. DO NOT REMOVE TREES OR 91RUBS UNNECESSARILY,• THEY HELP DECREASE ERO90N. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSIRUCRON IS NOT IMM&WA TEL Y PLANNED FAR ER09ON CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NO FAST- GROWNG ANNUAL AND PERENNIAL GRASSES 70 -HELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSHL& ONCE EXCAVARON AND GRADING ACTVITES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL DE M/NNMIZED. ONSTTECONSTRUCTIONMATERML STORAGE TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS 91ALL BE TRAINED 70 DE FAMILIAR Of 1H THE CITY OF DWINIMS STORMWATER POLLUTION CONTROL REQUIREMENTS 7HESE BVP NOTES 91ALL BE AVAILABLE TO EVERYONE NORM ON STE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STARMWATER REQUIREMENTS AND THEIR OM1V RESPpY- BILITES WAS1'EMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DI-POSING OF'ALL WASTE AND UNUSED COIVSI RUC71ON MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY 7HEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHNIT R. RIMES UUMPSWIS NIHOUI LIUS SHALL BE PLAaV CHIN SINUCIURLS NTH IMPERVIOUS ROOFING CR COVERED NTH TARPS IN ORDER 70 AVOID RAIN CONTACT NTH ANY TRASH MATERIAL �� 7� MANY RmTAn MCABE RECNf N Rf�CNY(XABLfALSPSTSIAT TONP ALANIl0SFJJ AD HAZARDOUS WASTE. fOR IMF ORMA71ON AN DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT (800) 714 -1195 FOR INFORMATION ON LANDFILLS AND 70 ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS 91ALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE` TOILETS MUST BE IN GOOD NOWNG ORDER AND CHECKED FREQUENILY FOR LEAKS CONTRACTOR SHALL PROHOE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FRAM S70RMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSIRUCTON DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER AND STORMORNN. CONTRACTOR MUST ROUTNELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FRAM CONSTl1UCTION SITE FOR MORE INFORMATION ON STORVWATER POLLUTION CONTROL MEASURES AND REOMMENIS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SOILS ENGINEERS S C E R T&FI C A T S I. DAVD SRELLY. A REGISTERED CY& ENGINEER IN THE STATE OF IN F, 0 IG BUSINESS IN THE FILED OF APPLIED SOIL IT WT BV 7HIS SITE WAS MADE BY ME OR UNDER U0 #TH MY RECOMMMENDA77OYNS HAS BEEN p A PLANS ECI�AFY IE RECOMMENDATIONS TIONS dig RCE NO.: !47857 I SYMBOL PROPERTY BOUNDARY W.O. 6536 -A -SC ". PEE 47 57 PROPERTY LINE GEOSOLI/NC. ii 3P IS ar 5741 PA ER WAY CARLSBAD, CA 92010 (760) 438 -3155 v STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COW Y NTH THE GENERALL Y ACCEPTED STANDARDS AND PRACTICES Of THE ENGINEER'S TRADE OR PROFES -0N. THE ENGNLFR fURTHER AGREES THAT THE MURK PERFORMED HMN WALL BE IN AND EMPLOYEES FROM PROPERLY DAMAGE OR BODILY INJURY ARl9NG SOLE Y fRAM THE NEGIG7o ENGINEER AND HIS ER AGENTS OR EMPLOYEES ACING #THIN THE COURSE AND SCOPE OF SUCH OF THE WORK ORMED BY 7HE ENGINEER. SAMPO ENGNEERNN INC. 1034 SECOND SIR, ENCINITAS CA 92024 (760) 436 -0660/ BY I/- T-��-- DATE -T 23 a MNCENT L SAMPO RCE 44173 EXPIRES 613012015 AND EMPLOYMENT AND ARISING OUT LEGEND STANDARD SYMBOL PROPERTY BOUNDARY - -- -��- PROPERTY LINE EASEMENT LINE - EXISTING CONTOUR EXISTING ELEVARON NEW CONTOUR 170 NEW ELEVATION 170.50 DAYLIGHT LINE - - - - - GRASS OR ROCK LINED DRAINAGE SWALE DETAIL 'A' -> DIRECTION Of fLOW -- - - CONCRETE PAVEMENT PER PLAN PERMEABLE PAVERS FOR RIGHT- OF-WAY UNI ECO -STONE OR APPROVED EQUAL L L L L L L FRONTAGE AND BMP'S DETAIL 'C' KEYSTONE WALL (3' MAX HEIGHT) GRA V£L BAGS (CASQA 9=4, 4 10) & DETAILS E & F SLT FENCE (CASQA SE-1) & DETAIL G� STABILIZED CONSTRUCTION ENTRANCE (CASQA STANDARD 7C -1) & DETAIL D SUP AREA -NOT 70 BE MODIFIED DETAIL B' KNOUT PERMISSION fRAM THE CITY TW = 70P O WALL FG = RMM GRACIE TG = TOP OF GRATE HP = HIGH PANT R = FEONLINE CO = CLEANOUT IF = LINEAR FEET SMP = BEST MANAGEMENT PRACROES IMP = INTEGRATED MANAGEMENT PRACTICES OI!A& STEVE W. BUTTER AND CHRISTINE BUTLER, HUSBAND AND NFE AS COMMUNITY PROPERTY 1575 SUMMIT A CARDIFF, CA 92007 SIZE ADDRESS 1332 SUMMIT AVE CARDIFF, CA 92007 ASSES 5 FARM NO.: 260- 620-65 LEGAL DESOWPAAV.' PARCEL 3 OF PARCEL MAP NO. 1774 TAAOGRAfflr PREPARED BY SAMPQ ENGINEERING INC BASED ON SURVEY PERFORMED ON APRIL 2, 2012 DATUM.• NA W86 SLOPEANALYS/S.• EXISTING GRADE O RTE ENTIRE 91E IS LESS THAN 25% SLOPE OWNER'S CERTIFICATE IMPERVIOUS AREA CALaxAWNS GROSS PARCEL AREA: 7,212 SF EXISTING PROPOSED PERVOUS AREA: 4,240 SF 3,972 S- IMPERNQUS AREA: 2,972.77 ,T240 SF 268 SF (INCREASE) THE PROJECT PROPOSES A NET INCREASE IN /VFERWCIUS SURFACES OF 268 9. THE MINOR INCREASE IN STORM WATER RUNOFF ANTOPATED SHALL BE TREATED AND DETAINED N7HH (2) 3' #0E BY 6' LONG DIARETENRON BASINS CUT = 40 C FILL = 5 C.Y. EXPORT= 35 C Y. \ \ \\ �Ess/ eH XWT nr :;STANDARD OFNS L. Sy�A�nL ENCINITA�' FIRE DEPARTMENT PLANNINGANDBUILDING PARKSANDRECREATION SAND /EGUITOWATER DISTRICT PUBLIC WORKS I C /NI TY MAP � � No. 44173 ° NTS cr-, 06 -30 -15 �ql CIv1L �� .�.�X Zl Za /� 715- Z / 5z!za i4 `I FOF CAI�F�� DA SCSI / A1<i►-IPXjv A VA 1E SIGN DATE 9GN DATE - &NATURE EXPIRES 707 YEARS FROM DATE 96 NED CHANGE NO. DESCRIPRON APPROVED DA7E BENCHMARK SCALE DE -GVEDBY BRAID CIIfCI(EDBY. ENGINEERING DEPARTMENTAPPROVALS CI TYOFENCI NI TAS- ENGINEERING SERVICES DER 4RTMENT DRAWING NO. Co0Tv\)cmN CtIf\,w CN eET 2 2 124 / 15 CITY OFENCNITAS VERTICAL CONTROL STA77ON RENC -48D PT PLANS PREPARED UNOER-SUPERN90N OF RECOMMENDED: Jc`'a APPR GRADING & EROSION CONTROL PLANS FOR. N0. 1048. A 25' BRASS DISC IN NORTHWEST CORNER O CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE MST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN NSA DATE: 5"12 3 A H MAH N li � BUTLER RESIDENCE 11874 -c INTO SCRIPPS MEMORIAL HOSPITAL AJ_Y R.C.E. NO.: 44173 ENGNEETTNG/P BUC N7RKS DIRECTOR ELEVATION.• 173376' DATUM NAND 88 SIGN DATE VINCENT L. SAMPO EXP 6/30/15 (/5/14 6�//`j 1332 SUMMI T A VENUE ENGINEER OF MORK DAIE DAIS CASF NO 13 -173 CDP SHEET f OF �7 1 i U z h z � o Lu z_ C'3 w O a ROCK -LINED OPBON OVER GE07EXRLE LINING 24" MIN. 4" KEY ANCHORS (TYP.) FOR ANCHOR i 6" GRASS OR TURF LINED OPTION OVER LANDLOK TURF REINFORCEMENT 11 MAX. \ \ =III =III -III -I -) I -I I I-I I I -I I I -I I I I I I-I I I -I I I -III -I I I- - III - III - III -III= 'III .Tii III -III -III 1 =I I 'IIIIIII 11= I ' ' III -I I I- -' TYPICAL ROCK OR GRASS DRAINAGE SWALE NTS NO TES: 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 2 FOR ROCK -LINED OPTON, INSTALL GEOTEX WOVEN MONORLAMENT GE07EXPLE (N0. 117F OR EQUAL). 3 FOR GRASS OR TURF OP770N, INSTALL LANDLOK 7RM 450 TURF REINFORCEMENT MAT. RETENRON AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE 120 MIN. ** SEE N07E BELOW 314" CRUSHED ROCK 8I0RERNON DETAIL FOR IMP O NTS � J *BIORETENiION 'ENGINEERED SOIL !A?ER SHALL BE MINIMUM 24" DEEP "SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFIL iRAPON AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWAiER MANUAL CALCULA BONS TYPICALLY, THE SURFACE AREA OF THE BIORE7ENRON BASIN IS 4 %O- THE IMPERVIOUS AREA DRAINING TO IT. CONCRETE CURB SET 114" ABOVE TOP OF PAVERS WiTH CONTROL JOINTS ® 15' OC UNI ECO -STONE PAVER 3 1 B" ((80 MM . PROVIDE i% MIN LONCI7UDINAL SLOP Cl)NSTRU(�T PER MANUFACTUERS SPECIFICATIONS 2" BEDDING COURSE i/4° 3 8" WASHED FRACTURED OPEN - GRADED STONE PER STM N0. 8 REQUIREMENTS 24' TO EDGE OF PAVEMENT 8" THICK MIN. BASE COURSE 3/4" WASHED FRACTURED OPEN GRADED STONE 6" MIN. PER ASTM N0. 57 BASE REQUIREMENTS EXISBNG AC PAVEMENT & BASE pZ 2% PROTECT IN PLACE 3' 118 . a ° d ��'� o cpl MIN. R' MIN. oo °° a � . � 25 °MIN. L :j, o00 T17 _FT 90% COMPACTED SUBGRADE� 1� INIi a. PAVER DETAIL WITH CONMETE EDGES NTS PARR N00 1. THE DRIVEWAY CROSS SECTION SHOWN MAY VARY DEPENDING ON SOIL ENGINEER R -VALUE TESTS TO BE CONDUCTED PRIOR TO CONSTRUCRON. 2 THICKNESS OF AGGREGATE BASE MLL VARY PATH SUBGRADE CONDIRONS AND CLIMATE. TO BE DETERMINED BY SOILS ENGINEER. 3. CONCRETE PAVERS SHOULD BE PLACED ON A CEMENT 7REATED BASE IF SOL IS EXTREMELY WEAK OR CONSTANiLY SATURATED. PAVERS CAN BE OIERLAID OR INLAID ON EXISTING ASPHALT OR CONCRETE DRIVEWAYS ULTIMATE RIGHT- OF-WAY PER RS 1156, PM 912 AND PM 20149 7, _•,REF_ � \1 (154.70) FL 154.66 25 I Al % 2x FLi ��v 549 LLL T LL 21 \ L 18 t� 155.0 I .. 2 FL 28' _ LL FL 153.4 35 2% 11 \ � R 153.70 L L or O � f 1538 ° ! a . oZ 154.58 LL 19 12 a r L L (154.42) 153.92 ° LLL -30'- 6 12 a L L L :FL 154.38 8 a ° 154.92 LL F! 153.0 N 66 ` 14 (SARA( 154.15 6 165' H 154.53 4 154.76 ` LLL I (�� PAD 153.6 ° 1 \ \_ buILDING 154.25 a I L 1527 \ 13 LL URET ACROSS ENURE ( ) / 1527 \ 154.45 12 FL 154.15 L L WIDTH OF BASIN TO �v ENSURE SHEET FLOW 1518 �� '\ 1 LL ULTMATE CEN7ERLINE 1 4.2 LLL -PER RS 1156, PM 91 153.8jj AND PM 20149 19 15 \ 2.7 \ X '53.3 5 4 x 154.38 L L (154.27777 -i 7 A >r r' A 154.8 -I 2% FO 1522 5% " BiM 149.0 1527 - WOOD F£N� 0e. a &-L5J 2% LLL = LLL . Cvytl3 'A wt- IT1o0+ FR 4 151.8 12 L 2 X151.9 -� ,> ��1 to LL \ EX. 6" 0- WATER PER 2 L 1 SDWD tfO -58 -10 153.8 �� \ Sivn' c "' L L L 2� A mm 15 '<. (a• LL X b .: i \ ( r'; Sy¢ 15 3i 4, z L (154.13) 152.5 \ 2ND FF 163.45 �� z I' 1ST IF 154.45 w \1' PRICOI7REt \ PAD 1538 N \ 4 3 � 152.5 \ 151.6 i O 60 \ \ - 152.5 V 154.20 ° _ ;i 21 )� (1 2 153.00 \ �� 1 2 24, 7 1152.0 . a 15HP % .1 DAYLIGHT 11 1. (154.00) LINE�l mm ( ) ° RfSMCE FL 153.96 CONCRETE ° = 2ND FF 163.45 EXISTING z PA 770 1ST IF 15320 \ 17 1538 3 14 RESIDENCE \ $ PAD 152.5 \ I 154.30 \ 153 8 v� .25 .16 15J. 00, 54.b3 B ° ° 1525 \\ 1 16 25 I 3 (1 .2) a 3 l FL 153 3 4 BEG @U28 END q PCC; DIKE WL 151.7 15L7 15280 152. 5 �� FL 1522 FL 153.0 it 2 ` BIM 148 5 \ 152 9 ��39 4 TC 159.33 R' 15a �li L 151.7 B16 _ ,X 1.5, ( \ 151.7 - R152.0 54.297 B TC 61-33 8312* E A1�t53B 16 3 MMS� ' 1 8 '3 14' 9 N 66 0, 151.7 152.1 - p QUiLET ACROSS ENTIRE C X51.3 MOTH OF BASIN TO ENSURE SHEET FLOW h / � / CONCRETE �9 / X151. A Evc_FoAc,HME/V1' MAUJT�:-NAAicI✓ Avo 'REMOVAL Co,/E.vAVT 118714 -PE R6coROeo JOA/E 3 ,Zo19 A3 DOCUMENT n/o, 21414- 0ZZSl6q oFCd2, ODA -TED PE9-2EVY5ED jZECOV-DED F6159vARY 29x Zol5 n1 DOCoMti Ml MC. 2o15- oo82452 I V 0 5 10 20 CON81RUc N MOO. 1. BOUNDARY INFORMADON SHOWN HEREON PER CORNER RECORD 34328. 2 A PRELIMINARY RRE REPORT PREPARED BY FIDELITY NA17ONAL 77ILE COMPANY AS ORDER N0. 996- 23042955 -KC1 DATED FEBRUARY 13, 2014 HAS BEEN REVIEWED FOR EXISBNG EASEMENTS SAID REPORT REVEALED NO EASEMENTS J. THE SUB .ECT PROPERTY LIES WiTHIN THE ENCINITAS SANITADON DISTRICT AND IS CURRENTLY SERVED BY ENCINITAS SANITATION DISTRICT FOR SANITARY SEWER. 4. THE SUBJECT PROPERTY LIES WTHIN THE SAN DIEGUiTO WATER DISTRICT (SDWD) AND IS CURRENTLY SERVED BY SON). 5. ALL ON -SITE BMP AREAS, STORM DRAIN AND DRAINAGE SWALES ARE PRiVA7E AND SHALL BE MAINTAINED BY THE PROPERTY OWNER 6. WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDA77ONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOORNG DEPTHS 7 ROOF DOWNSPOUTS SHALL BE DISCHARGED INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLLECRON INTO THE PRIVATE STORM DRAIN SYSTEM TO THE SA BSFACDON OF THE CITY ENGINEER WATER SHALL NOT BE ALLOWED TO POND ON SITE AND DRAIN TOWARD BUILDING FOUNDATIONS 8. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 9. PRIOR TO CONSTRUCRON, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN 7HE PUBLIC RIGHT- OF-WAY OF SUMMIT WESTERLY BOUNDARY OF AVENUE. RIDGEWAY HEIGHTS, MAP 10. THE NEW PCC DRIVEWAY CROSS - SECTION SHALL BE AS RECOMMENDED BY THE N0. 2163 SOIL ENGINEER, BASED ON R- VALUE TESTS THE MINIMUM DRIVEWAY SECBON SHALL BE NOT LESS THAN 5 112" PCC OVER 6" CLASS II BASE OVER RECOMPACTED NA RV£ SUBGRADE SOIL, UNLESS THE SOIL ENGINEER OR CITY ENGINEER INDICATES OTHERWISE. i1. CONCRETE SIDEWALKS AND PAROS SHALL NOT BE LESS THAN 4" P.CG OVER 2" CLEAN SAND UNDERLAIN BY A 10-MIL MOISTURE BARRIER OVER 2" CLEAN SAND OVER RECOMPACTED NAP SUBGRADE SOIL, UNLESS DETERMINED OTHERWSE BY THE SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER 12. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. iF ANY DISTURBANCE TO ADJACENT PROPERBES IS ANRCIPA TED AS A RESULT OF ANY PROPOSED WORK. OR AT THE DISCRETION OF THE CITY FIELD PREVIOUSLY AUTHORIZED IN WRIRNG AND SURY177ED TO IHE CITY IS GROUNDS FOR A STOP WORK TO BE ISSUED FOR THE PROJECT UNIT. THE REQUIRED PERMISSION IS OBTAINED. 13. A REGISTERED SOILS ENGINEER OR GEOLOGIST SHALL BE RETAINED TO SUPERVISE OVER ALL GRADING ACBViTY AND ADVISE ON THE COMPACAON AND STABILITY OF THE SITE. 14. CON7RACTOR SHALL ASSUME ALL RESPONSIBILITY FOR TEMPORARY EROSION CONTROL MEASURES AND CONSIRUC77ON BEST MANAGEMENT PRACTICES 15. UNLESS N07ED OTHERWISE, ALL ROADWAYS SHALL BE A MINIMUM i6' IN WIDTH DURING CONSTRUCTON AND MAINTAINED 1REE AND CLEAR, INCLUDING PARKING OF VEHICLES, IN ACCORDANCE NTH THE UNIFORM FIRE CODE AND CITY OF ENCINITAS FIRE DEPARTMENT PORTION OF SUMMIT AVENUE VACATED PER DOCUMENT RECORDED APRIL 15, 1991 AS 1(EY W E& DOCUMENT 91- 0167385 2O PROTECT EXISTING FENCE IN -PLACE 3O DEMOLISH EXISBNG FENCE ® FENCE. 4' HIGH (MAX) WITHIN FRONT YARD SETBACK. 5Q DEMOLISH EXISDNG PCC DRIVEWAY © PCC DRIVEWAY. SEE CONSTRUCTION NOTE 10. 7O PROTECT EXISTING TREE IN -PLACE ® DEMOLISH EXISBNG PRIVA7E TREE 90 DEMOLISH EXIS7iNG AC PAVEMENT 10 518" METER AND 1' PLAS77C SERVICE EXISDNG. CREDIT TO BE APPLIED FOR EXISTING WATER METER. DUAL DOMESi)C/FIRf WRIER METER TO BE INSTALLED BY DISTRICT AT OWNERS EXXPPENSE. 11 PR07ECT EXISTING SEWER LA7ERAL IN- PLACE. CONTRACTOR TO VERIFY LOCAPON AND CONDIRON. 12 DEMOLISH PORTION OF EXISBNG STRUCTURE SEE BUILDING PLANS 13 SIREET DEDICA77ON GRANTED TO THE CITY OF ENCINITAS RECORDED 2014 AS DOCUMENT N0. 2014- Qz23 -as i _ OFF O.R. 14 2' WiDE GRASS OR ROCK LiNED DRAINAGE SWALE. SEE DETAIL A' iQ BIOETENRON AREA NTH 3' WiDE x 6 LONG' EFFECRVE AREA FOR BMP S PER DETAIL Y. NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY. Id' PCC CUR© EM5ED IV IN'tb so1L 4° tl\(iFI "TryAN EXISZ INCI AG iQ PROTECT POR77ON OF EXISBNG STRUCTURE IN- PLACE. SEE -bove'WAY BUILDING PLANS 18 6" WiDE BY 16" DEEP PCC FLUSH CURB 1� 6' WIDE PERMEABLE PAVER FRONTAGE IMPROVEMENTS SEE DETAIL C' PAVERS TO BE PRIVATELY MAINTAINED. 5' w Do PA rd 12" DEEP UNLESS Neu offewsF 8), stv -ENGINEER 21 SAWCUT LINE 22 DEMOLISH EXISBNG AC PAVEMENT 2� PROTECT EXISTNG SURVEY MONUMENT PER CR 34328 IN PLACE. IF SAID MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND SHALL FILE A N CO N 29 AILLOWNBLE LKNTY5 PpE RREA Wy" %N 17 4IN °R \at\ A W 11) E Y 9"/ 9� PCC CL),RB PRIOR TO CONSTRUCTION CONTRACTOR 1173 ° r�Z TO OBTAIN ENCROACHMENT PERMIT FOR ALL WORK DONE WITHIN THE -15 * PUBLIC RIGHT OF-WAY OF SUMMIT AVENUE AS SHORN HEREON b O U Z CC m a w `h Z_ C7 w p a Q8 � N I z CHANGE NO. DESOWPBON APPROVED DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DEPARTMENTAPPROVALS CITY OFENCIN/ TAS - ENGINEERING SERVICES DEPARTMENT DRANINGNO. JQO �S 1 E E OC A AtJ 56ME PAVEP-5 AND /A 26 JL5 CITY OF ENCINITAS VERTICAL CONTROL STAPON ENC- 48" PT. CONCRETE DROP INLET ON NORTH SID SANTA f DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RE71IRN INTO SCRIPPS MEMORIAL HOSPITAL. ELEVATION: 173.376' DATUM.- NAND 88 PLANS PREPARED UNDER SUPERVISION OF DATE : '543LIq j' R.C.E. N0.: 44173 VINCENT L. SAMPO EXP. 6/30/15 ENGINEER OF WORK RECOMMENDED. JcPO APPR MASIH MAHER fNN RDIM 4151 ENGINEERING /PUBLIC WORKS DIRECTOR DAiL DALE GRADING PLAN FOR: BUTLER RESIDENCE 1332 SUMMI T A VENUE CASE NO: 13 -173 CDP 11874 -� D CC PIKE ity )ZOW SIGN DALE SHEET2OF3 b O U Z CC m a w `h Z_ C7 w p a Q8 � N I z 6 N 1" -- 10' 0 5 10 20 CHANGE NO. I DESCRIPTION TEMPORARY SILT FEW PER DETAIL 'G' AND CASQA DETAIL SE-1 OUTLET .ACROSS ENTIRE (' )2 WDTH OF BASIN TO ENSURE SHEET FLOW 3 MULTI- TRUNK �S PALMS 19 151.8 X 151.9 1 z X 1515 N EX45TING RESIDENCE ` ULRMATERIGHT- OF-WAY \ 15.07 PER RS 1156, PM 912 AND PM 20149 i 9 5�0 - , EP FL 154.74 w � I i LAWN 154.86 j154.70) 1550 FL 154.66 J X J55.3 1 �� 91 4.69 EXISTING 1 _ 18 154.91 RESIDENCE \✓ �2 lJ'� 23 5 T 24' P' 154.3 54 S9 WESTERL Y BOUNDARY OF 54.8 / Y � 'AX X 154.8 L W00 F[NCE 78 % I N0. 1163 HEIGHTS, MAP CASQA DETAIL SE-1 "1.4 - 28' LA -30' 7 11 13' FL 15370 LAW - - i 538 12 154. �� a 154. IEAIPORARY SET FaM 15392 t - 1 CA�J��AK S1 s 6 12 � 1T PALM � � � ' _ 38 I L 6" t1T4'ALM 92 3 b � ,r 14 GARAGE x54.15 16.5' 154.76 LL \ EXISTING PAD 1536 154.25E �P54.1 G 2 L_ L L LLL J~ 0 7RE \BUILDING 1 -- a S�9 L L C 154 45 _fit rq 5407 P54 43 13 L L 7 ; \ FL 154, A5 o L 0 5 z 9 L L 154.45 3 CONCRE a I L L UL RMATE CENTERLINE '54.2 - i t54. L PER RS 1156,( PM 91 23 L L AND PM 20149 - 5 LJ 38 1 5�x ' 154.ui 15 i LL- 41534 �3 EQARY STABJZED NP ( 2�v I D (j5?� CONSRRUCRDN B47RANCE L r WOOD FENCE PER DETAIL V AAV 154.24 R 153 a LAWN s� CASQA DETAIL IC-1 L L L 12 9 -i{� Lu 2 � I 10 X 6" ACP WATE,4 PER \ t 54-1 �L Cr WO 58 -10 \ 1538 \F E LAWN �,w_ I LLL 18 \ g X V LLL' 152.5 '1 IEIIPDRARY OClTY 152.5 u a \\ 6 5 ` ' a 154.2 LLL (x54.13) ICK DAM DETAIL �AA0 m�4PRICOT 7REE . z ST FT­ 154.45 X 154 20 LL STAAIOARD -4 LAWN PG PAD 1538 _ ' °V� \ L L L FL .10 \ 1525 � �4. 5 A 3 L` �151. 6 \ F .4 \ LL 21 �6 w ' 4 J9 .2 - )� 152.5 LC 153.00 > >SQ ;4 <r4 5. 0 LLL rn y¢' 154.6 L 02 L g HP EF 5% L 2% DAY!IGHT L CONCRETE 7; \ / �L (154.00) X 151.3 LINE MA \ 154.63 - L (Tm) a `- RESIDENCE AWN 8 �L i 15396 51.3 - 6 "0 LEMON EE CONCRETE 2ND FF 16345 \ \ 7 a �r ` S � PA a FAD 1525320 \ a _� s 3 6 \\ 18 151. LAWN XX ( /} I 154. L 15395 14.5,1 154.30 c 6 "9 PALM �V i� i53B X ,. t(�� 154.16 104.49 a 154.5 (1522) 152 rG 154. 16 a , X. X 132 -� X 154.22 m I > z tc 15.80 0 t 1530 111 1EORARY ptAYEL J. - PP- BAGS MW STA469 �� , 6 n� X 154.1 ti b I - - 39 1\ a o h� TW 154 p \ h X154 34 a a ELI 15 , 5429 $ T _ 0 1EMPARARY YELOpTY 51.2 E "M DAM PER DETAIL 05 3 . tAJL 1 13 3 q3 TW 53 0 16 r AAID CAS BO,yfS 8 14' 9 66 F 153 4.38 N 20' STAI�AA'D SE-4 51.16 35_3 OUTL ACR S TiRf �- 1240 - 'sip 15A Ft 15385 15417 X 749.29 o a / CONCRETE a 49.44 APPROVED DALE BENCHMARK CITY OF ENCINITAS U71CAL CONTROL STARON 'ENC -46' PT. N0. 1048. A 25' BRASS DISC IN NORIHNEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE NEST OF INIERSTATE HIGHWAY 5 AT THE NORRIEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL ELEVARON.• 173376' DA 11M- NA VD 86 9 ENSU Eh7- a CATVQS 1 .59 1 01 0. 582 TEMPORARY SIT PER DETAIL 'G' AND 3 50g6 CASQA DETAIL SE -1 a a h X(51.2 SCALE i' =10' SIGN DATE PLANS PREPARED UNDER SUPERVISION OF PORRON OF SUMMIT AVENUE VACATED PER DOCUMENT RECORDED APRIL 15, 1991 AS DOCUMENT 91- 0167385 t- SEE CALIFORNIA STORMWATER QUALITY ASSOCIADON (CASQA) STANDARD DWG. N0. TC -1 FOR ADDIRONAL INFORMATON CRUSHED AGGREGATE GREATER THAN 3"0 BUT SMALLER THAN fi 0 MIN. FILTER FABRIC fXIS77NG GRADE - BECKON A -A _ NOTE: CONSTRUCT SEDIMENT _20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE MIN. FA L CORRUGATED LA STEEL PANELS 25' MIN- -I MATCH EXIS77NG GRADE --x TYPICAL STABILIZED CONSTRUCTION NOTE.- GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS OVLY INIHOUT AGGREGATE WIDTH REQUIRED TO ACCOMOOATE ANDCIPATED NAFRC NO 24' WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY FOR DRAINAGE OVERFLOW ASSOCIAPON (CASQA) STANDARD DWG. NO. 2 BAGS HIGH (T}P.) ----] WHERE NECESSARY 7 SE -4 FOR ADDIRONAL INFORMATION O�RE�¶ON TYPICAL VELOCITY CHECK DAM 4' PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDIRONS TYPICAL INLET PROTECTION 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS -II WOVEN FABRIC GRAVEL BAGS STAGGERED (TYR) n' D) NO SCALE SEE CALIFORNIA STORMWATER QUALITY ASSOCIAPON (CASQA) STANDARD DWG. N0. SE -10 FOR ADDIRONAL INFORMATON WOVEN FABRIC GRAVELBAG 2 STAPLE WIRE FENCINGNOCALE THE POSTS '-/ 4 IN (10 CM) 3 ATTACH THE /FILTER FABRIC TO 4. BACKF/LL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. III II1I I I FILTER FABRIC NOTE.- At ERNA RIf S4T FENCE CONSTRUCRON MAY BE USED IF FIRST APPROVED BY THE ENOINEER OF &VK AND THE INSPECTOR TYPICAL SILT FENCE NO SCALE LHfgfs BY ENGINEERING DEPARTMENTAPPROVALS CI TYOFENCI NI TAS- ENGINEERING SEWCESDEPARTMENT its RECOMMENDED: -TQyo APP LIED EROSION CONTROL PLAN FOR: DATE N I MA AH R PRUIM BUTLER RESIDENCE R.C.E. N0.: 44173 6 / S / ' 4 ENCINEFR/NG/pUBLIC Nt7RKS D1RfCTOR 1332 SUMMI T A l/ENUE EXP. 6/30/15 DAIS DA -' nACr LIn- 47 4'zz nnn F SEE CALIFORNIA STORMWATER QUALITY ASSOCIARON (CASQA) STANDARD DOG. N0. SE-1 FOR ADDIRONAL INFORMATON U Z h G E w ^„ w Z DRAWING N0, z W a 11874 -G$