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2012-11234 G (Plans)RIGHTOFWAYNOTE OWNER IS TO OBTAIN A CONSIRUCTON PERMIT FROM DIE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO N FKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO KILL RESULT IN ISSUANCE OF A STOP WORK NODCE AND DOUBLE PERMIT FEES IT LS THE REVONSISKITY OF THE OWNER TO KNOW WERE NSIVR PROPERTY LINE IS DRAINAGENOTE NO CONCENTR.A110 DRAINAGE FLONS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 70 DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 Pfi?aWT .AND BE CONW0 TO AN APPROVED DRAINAGE F.ACIUTY. UTILITYN07E ALL UTLITES SERVING THIS 77E SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS TIE STANDARD SIPECEICATONS FAR PUBLIC ffIS CONSIRUCTON, THE DESIGN COWSTRUCTOI STANDARDS OF THE CITY OF ENONITAS AND THE SAN DEW AREA REGIONAL. STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM STALL BE APPROVED BY THE CITY ENGINEER PROR TO ANY REQUEST FOR INSPECTION. 2 1HE SOILS REPORT RDED PRELIMINARY CEOTFU MCAL MESTGATON PROPOSED SNXE FAMILY RESDENCE 2038 CAMBRIDGE AVENNUE, CARDIFF BY THE SEA, CALIFORMA' PREPARED BY COAST GE07ECHNICAL DRIED OCTOBER 11 2011 -HALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECOMM AbAfldNS AND SPECYFICA77ONS CONTAINED IN SAID REPORT. J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSIRUCTON WITHIN PUBLIC RIGHT OF -WAY OR £ASEMENIS 91ALL BE REQUIRED IN CONJUNCTON WITH IMPROVEMENT PLANS 4 WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS77F GRADING. 5. CONTRACTOR STALL TAKE ANY NECESSARY PRECAU77GIVS REQUIRED 70 PROTECT ADJACENT PROPERRES WRING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND1 NON f.XISPNO PRIOR 70 GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED OIL ENGINEER OR A LICENSED LAND SURVEYOR 7 THE CONTRAC70R SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVCES INCLUDING SHORIN AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND Rf1 LA TONS 8. GRADING AND EQ IPM£NT 6PERA77NG WTHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY STALL NOT BE CONDUCTED BETNEEN THE HOURS OF 5:30 P.M. AND 7.•30 AM. NOR ON SA7URDAYS SUNDAYS AND CITY REC06VM HOLIDAYS 9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSIE TWIN THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, aW ENGHNEU,, SOILS ENGINEER, 6YR4bWG CONTRACTOR AND PERMITTEE. THE PRE- CONSNUC17ON MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10 PRIOR 70 HAULING DIRT OR C7NS7RUCTION MATERIALS 70 ANY PROPOSEO CONSTRUCTION SI7E WITHIN THIS PROLECT THE DEVELOPER SHALL SUBMIT 70 AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY NTH ALL CONOINONS AND REQUIREMENTS IRE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA NON, It UPON FINAL COMPLENON OF THE WWRK UNDER THE GRADING PERMIT, BUT PM TO FINAL GRADING APPROVAL AND /OR RNAL RELEASE OR SECURITY, AN 'AS GRADED CERTFICA7H9N' SHALL BE PRO11DED STATING- 'THE GRADING UNDER PERMIT N0. 11234 -0 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NITH 7HE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PUN' IMS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SILlA711RE OR THE OIL ENGINEER K HO CERTIFIES SUCH GRADING OPERATION. 12 ALL GRADING 91ALL BE INSPECTED AND TESTED BY A QUALIRED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMHPAC•TOV OF FIHL -S AND BACKRILS AM COMPACTION OF TRENCHES HE -SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE INE SUITABILITY OF ANY RLL MATERIAL UPON COMPLENON OF GRADING OPERATIONS HE EMBANKMENTS AND EX 1,I THE CONTRACTOR URFACES 70 PRONVE P0971VE DRAINAGE AND PREVENT PORDING OF 70 AOXIIMNG PROPER77ES OR RNISHED NWK ON THE SITE AND Y GRADED AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND 14. ALL AREAS TO BE FILLED SHALL BE PREPARED 70 RE FLLED AND ALL SLALL BE PLACED IN ACCORDANCE WITH STANDARD SPLORCATON. ALL IffTA-Aff MATTER AND ORECNONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE RLL IS 70 BE PLACED. LOOSE RLL AND ALLUKAL SOILS SMALL BE REMOVED TO SUITABLE RRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARRED TO A DEPT/ OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 PLACE SPREAD, WATER AND COMPACT THE RLL IN STRICT ACCORDANCE KITH SP €CIRCA77 15. CUT AND RLL 9OPES SHALL BE CUT AND IRIMMED TO RN191 GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS BECTON THE SLOES OR EXCAVATION AND EMBANKA.0VIS SIADi BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE ENONEER OF WORK AND LEFT IN A NEAT AND ORDERLY COND /TON. All STON� ROOFS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SIRES MICHH ARE LIABLE TO BECOME LOOS, SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL 16. ALL 7RFFS ARLIW Qf?45� AND OTHER OM00NARE MA7ERIAL VAL BE COILEMFa PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CARED WITH A NET AND RNIM APPEARANCE MEE FROM LIADCHTL Y DF3RfS APPROVAL Of LOCO TGXN OF DEBRIS RLL STALL BE SSCTLRED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIORI 70 THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE OTYS URBAN FOREST MANAGEMENT PROGRAM TREES LOCAItU WITHIN CITY STREET N6HT- OF -WolY ON CITY PROPERTY OR *THIN GTY EASEMENTS ARE REFERRED TO AS CITY II-E€S AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS S`PEORCALLY APPROVED O7HERNISE NO GRADING, EXCAVATION, OR D157URBANOF OF CITY 7REE ROOT SYSTEMS SHALL OCCUR NTIHAN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE IRUNK OF A TREE 70 THE OUTERMOST EDGE OF TIE T -r CANOPY P,RaECRON ON THE GROUD . IF A CITY L?EE IS NOT CLEARLYUBEIED TO BE REMOVED IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENIS AVE IN CONFLICT KITH A CITY TREE, IT MUST NOT BE DES .,uLD blNEESS THE PLAN 1S REVSED TO ADDRESS ,PIE „TREE O1 i "OVAL NOTIFICATIONS 16DI ._� A. SEWt7tS - CSD - trouU- oar -zTiD B. GAS & ELECIRIC - SDGE -_(60)- 438 -6200 C. WATER - SAN DIEGUITO W4 TER STRICT -1- 800 - 227 -2600 R TEIFnHONE - SBC BELL - (,-60)-489-J411 E. CABLE TV - COX COMMUNICA77 5- (760) - 806 -9809 X -2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OfRCE 48 HOURS PRIOR TO BEGINNING ANY WYMRK ON THIS PROECT. PHONE.• (760)- 633 -2770. 3. THE CONTRACTOR SHALL GfW 24 HOURS NONCE ON CALLS FOR INS'EC7KM! PHONE. (760) 633 -2770. ALL WORK PERFORMED NITIOUT BENEFIT OF INSPECTION WILL BE SURECT 70 REECAM AND REMOVAL SAN DIEGUITO WATER DISTRICT NOTES: I. REVEW OF DHIS PLAN BY SAN DIEGU170 LOCAAC>N OF CIF TIE EXISTENCE OR NON- PROJECT. WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS 70 THE ACCURACY OF 711E EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STWCRIPE WITHIN THE LIMITS OF THIS PARALLELING OR PROPOSED CONIVECRON Y PRAPOS u NArc MAINS SHALL DE 'UNLESS WRITTEN PERMISSION IS EVEN BY w CMNACTOR AND OVER ARE R&CA219BLE TO RELOCATE AND /OR ADVST TO GRADE ANY EXISTING W47ER FACILITY (FIRE H YDRANT MHE7TRi VALVES VALVE BOXES ETC. I WWIOl IS AFIECTED BY THEIR PROJECT ALL Af7ECTED WATER FACILITIES MUST MEET CURRENT SAN DI 6 UI70 ATER DISTRICT STagAROS NF FAOUTES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS LA'PUNSE. 4. U77LINES 70 MAINTAIN MINIMUM 5 -AEFT SEPARATION WHEN PARALLELING WATER . ERICES 5 MINIMUM HORIZONTAL. SEPARATION OF 10 -FEET REQUIRED BE7NEEN FIRE HYDRANIS AND SAN DIEGLI170 GAS AND ELECTRIC VAULTS 6. ALL WATER SERVICE 70 BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERING. 7. WATER MAINS LATERALS, AND APPURTENCES SHALL BE CONSTRUCTED ACCORDING TO STANDARD SPECIRCA PONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). CHANGE NO. EROSIONCONTROL I, IN CASE EMERGENCY WYK IS REOUtRED, CONTACT ROBERT SOTYS AT (760) 752-2012, 24 HOURS A DAY. 2 EQUIPMENT AND 0MR5 FOR EMERGENCY KMK SHALL BE MADE AVAILABLE AT ALL RIMES DURING THE RAINY SEASON (OCTOBER 1 TO ON�� 70V OF NECESSARY 94 ITRALS OV WIEN RN S EN7 T CGNVENI€NT LOCARONS TO fAGHTAIE J DEICES SHOWN ON PLANS STALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR STALL IES70RE All EROSION CONTROL DEVCES 70 NIRKINO ORDER 70 THE SA TSSACTON OF TFIf CITY ENCNEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR STALL INSTALL ADIXNOVAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY O M DUE to AN INCOMPLETE GRADING OPERATION OR UNFORESaW CIRCUMSTANCES WHICH MAY ARISE: 6. THE CONTRACTOR STALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALL Y UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER DE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B GRADED AREAS AROUND NIE PROJECT PERIMETER MUST DRAIN AWAY fROMI THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH Wt)RKING DAY WIEN THE RIE (5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (401). SLT AND OTHER "IS STALL BE REMOVED AFTER EACH RAINFALL. STORAIWATERPOLLUTIONCONFROL POST CONSTRUCTHONSAMIMPNOTES 1. FOR STORM WHITER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLECTNDIW AND DISCHARGE ONTO THE STREET AND /OR IN70 THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STOIRW WATER POLLU7ON CalliNa SHALL NOT BE MODIFIED NI ROUT A PERMIT fROM NE CITY. 3. ALL IMPERVOUS AREAS NIIMN THE SITE SHALL DRAIN TO APPROVED BMP jMP FAOLIRES AND 9R 70 71JRF OR LANDSCAPED AREAS WITH ADEOUAIF GROUND000 PRIOR TO DISCHARGE fRR( THE -VIE AIL I 0?WOUS AREAS MMUUST .2. OFF TOWARD IHE APPRO0 BMPJIMP FACILITY AND /OR THE TURFAMDSCAP69 AREAS. 4.NO DRAINS STALL REINSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW fROM THE DRAIN DISCHARGES 70 AN ADEQUATE NMPIVMP 5. DRIVEWAYS SHALL HA VE A MMMUM 2X CROSS SLOPE 70WARD THE IMP ARIA OR NAVE ANOINER Af'PRO10 ORAtNAGE SYSTEM THAT IS DESGNED TO COLLECT RUNOFF AID DISCHARGE IT 70 AN ADEQU IE IMPII?w 6. ALL STORMWATER IMPI&P FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR AL IERED iWTHOUT A PERMIT FROM THE CITY 7 THE INSTALLA71ON OF ADN770VAL IMPERIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REOUIRE THAT 7HIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. EARTTHWOR.KDATA LT7l TDISCHARGES THROUGH AN ADEQUAILIY WXARBGNN a17& AND DISCHARGED INTO A SEPARATE BUILDING PERMIT MAY BE RE �IJ VICINITY MAP NIS STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 11' 11A "`7MUM IERTCAL DEPT OR ,SILL = 5 CUT= 660 C. Y. RLL = 160 C Y. EXPORT = 500 CY. REMEDIAL =1350 C.Y. (3 -5' REMOVAL AND RECOMPACRON UNDER AND 5' OU751DE OR BUILDING AREAS) POR 6NONIIAS MUNOPAL CODE 23.26.070 Eto: EVAPOIRAN.WATON = 42.9 0.8 = ET ADJUSTMENT FACTOR LA = LANDSCAPE AREA = 2,115 SP 062 = CONWRSON FACTOR (TO GALLONS PER SQUARE FOOT) MAWA = (Eto)(0.8)(U)(0.62) _ (429)(0.80)(2,115 97%0621' = 45,003 GALLONS PER YEAR DESCRIPTION APPROVED DATE BENCHMARK U IL 9•/7 / - CITY OF ENCINNTAS SURVEY CONTROL NETWORK - a"TANON DVC -41" A 2' BRASS DISK LOCATED IN TURNOUT ON THE EAST 90E OF NORTHBOUND HIGHWAY 1010.5 MILES NORTH OF CHESIE10al? ORfit E1E1!: 73.612' DA7UM• NAW 88 SCALE I SPECIAL DISTRICTAPPROVAL L S T O R M WA TER P O L L U 77O N CONTROL O M P NO T ES RELATIVE TO CONSTRUCTION WASHOUT AREA 70 CONTAIN WASHOUT WASTES ON SHE. IT IS ILLEGAL TO WASH CORE, SLURRY MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE SIORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DtSdW ANG THE WASHOUT LOC4710N CONSTRUCTION SITEACCESS A STABILIZED CONSTRUCTION 9IE ACCESS SHALL BE PRONGED FOR n1W EGRESS AND INGRESS ;u PREVENT TRACKING DIRT OF SITE THIS SHALL INCLUDE U9NG MATERIAL SUCH AS 3' CRUSHED ROOG ANDIOR COMM STEEL PANELSIPLA7ES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FRAM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VENCtES PARKING VEHICLE REFUELING AID ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE EROSION CONTROL M� EROSION CONTROL MUST BE PRO11DED FOR ALL ER09VE SURFACES SIOPED SURFACES ESPECIALLY JIIALL BE PROTECTED AGAINST ri 0v` BY INSTALLING EROSION RESISTANT SURFACES SUCH AS ER090N CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND BONDED RBEP MA7R1X. NO EXCAVATION AND GRADING ACTIITES ARE ALLOWED DURING NET HEATHER. DAMSON DIKES STALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTPUCTON -91E CONNAC70R SMALL PR07ECT GlANNLLS AGAINST EROSION USNG PERMANENT AND TEMPORARY EROSION CONTROL MEA =SURES REMOVE EXISTING VFGETA NOW ONLY WHEN ABSOUM Y NECESSARY. LARGE PRO.ECIS SHALL BE CONDUCTED IN PHASES TO A VOID UNNECESSARY REMOVAL OF THE NAIURAL GROUND COVER. DO NOT REMOVE IREES OR SHRUBS UNNECESSARK K 771EY HELP DECREASE EROSION TEMPORARY VEOFLADOH MUST BE PLANTED ON SLOPES OR WHERE COWSNUCTON IS NOT IMMEDIATELY PLANNED FOR EROSION GOLNNOL PURPOSES DROSON SHALL BE PREVENTED BY PLAN77NG FAST - GROWING ANNUAL AND PERENNIAL GRASSES 70 W /EEO AND BIND IHE SQL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACRWTES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. G1VtAW UR MVILCILl) NIIH SOIL SIA"//ON MEASURES AND PRONGED W/ H A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL AMES TRAINING CONTRACTORS' EMPLOYEES #10 PERFORM CONSIRUCTON IN THE CITY OR ENCINTAS SHALL BE IRAINLR TO BE FAMILIAR WITH THE CITY OF ENCINTAS S70RMPIATER POLLUN 01 CONTROL REQUIREMENTS THESE HOP NOTES SHALL BE AVAILABLE TO EWRYONE WORKING DN S7E THE PROPERTY ONWER(S) AND THE PRIME CONIPAC70R MUST INFORM SUBCONTRACTORS ABOUT STORMWATE.R REQUIREMENTS AND INEIR ONN RESPONSDILIDES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIRE FOR PROPERLY D1909NG OF ALL WASIE AND UNUSED CONSTRUCTION MA7ENALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GRIND, WHERE WATER CAN CARRY IHEM INTO THE CONVC7'ANOF SYSTEM IS SI7RIC7LY PROHd9HED - NO SEEPAGE fRAM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERmrs/�#(ES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVER/ THE NA7URAL STORM RUNOFF. DUMPS7ES STALL BE CHECKED fREQUENRY FOR LEAKS 0 MPSTER LIDS SHALL REMAIN CLOSED AT ALL LIMES DUMPSTERS NIIHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES KITH IMPERIOUS ROOFING OR COVERED NTH TARPS HN ORDER 70 AMY9 RAIN CCWTACT NTH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOL VfN7S�WATER -BA�11 PAINTS I&ICLE f1UIDS BROKEN ASPHALT AND 6ClNCR'.EA N0tJ0, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MA RALS MUST DU MAN 7O AN AP AWklATE LANDFILL OR DISPOSED OF A HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE T11. FREE AT (800) 714 -1195 FOR INFORMATION ON LANDRLLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WTXWKING ORDER AND CHECKED fREQUENT Y FOR LEAKS CONTRACTOR SHALL PROME S_ 00ICARY CONTAINMENT AND LOCAIF PORTABLE TOILETS AWAY FROM STORMORAIN INLETS DN PEPWOUS SURFACES ALL CONSTRUCA01V DEBRIS SHALL BE ,KEPT AWAY FROM THE STREET GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL GHAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMA NON ON S70RMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. SOILS ENGINEER'S C ER T I FI CA T E 9GNE0: J I�utd � !�E 111H YA NNGHAN T RGE N0: 1782 W.O. P- 588611' COAST ORDTECYHMCAL cz 779 ACADEMY DIVE � SOLANA REACH, CA 92075 (858) 755- 8622(P� S T A T EM EN T O P E NG O N E ER 0 F W 0 R K THE UNDER96NED ENGINEER AGREES THAT IHE WORK 2109 CERTIFIED ENGINEERING GEOLOGIST , BY THE ENGINEER SHALL COMPLY WITH NIE G€N €RALLY ACCEPTED STANDARDS AND THE I LSE O OF FROM NYHL AOCOUR N SUG AGENCY EM OMT R1 OUT F SAMPO ENGINEERING INC. 1034 SECOND STREET ENCINITAS, CA 92024 /Tani 4 :c_0660 BY DAR 8 3 12 WNCENT L SAMPO RICE 44173 EXPIRES 61301207-T PUBLIC WORKS AND EMPLOYEES FROM PROPERTY DAMAGE OR NSftHER AGENTS OR EMPLOYEES ACTING NIAN BY THE ENGINEER. PLANNINGANDBUiLDiNG /Z• /Z GSl N DAIS SIGN DA IF we BY. DRAWN BY. CHECKED BY. E NGINEE.RINGDEPAP.TUENTAPPROVALS LEGEND STANDARD PLANS PREPARED UNDER SUPERISION OF RE VIEW €D BY REM. -- . - - -® DATE : 8 IZ .4A. A � N/A EASEMENT LINE o�R R.CE NO.: 44173 VINCENT L SAMPO Ems. 6f3 /13 ENGINEER OF WORK M49H MAHER 042519 GREG 91/ � Z4 / 1 Z �C DAIS DATE 96N DAIS LEGEND STANDARD SYMBOL PROPERTY BOUNDARY -- . - - -® PROPERTY LINE EASEMENT LINE EXISTING CONTOUR EXISTING ELEVATION NSTORIC mm NEW CONTOUR 112 NEW ELEVATION 11250 DAYLIGHT LINE - - - - - GRASS LINED DRAINAGE SWALE (DETAIL 'E') - DIRECTON OF FLOW CONCRETE PAVEMENT PER PLAN D PERMEABLE PATERS FOR RIGHT- OF-WAY UNI ECO -STONE OR APPROVED EQUAL S d b FRONTAGE AND BMPS CONCRETE MASONRY RETAINING WALL PER SDRSD C -1, 3, 5, & 6 BUILDING RETAINING WALL PER BUILDING PERMIT PRIVATE SUBDRA/N PIPE SORSD D -60, PVC 5DR -35 -SUB SUB - PRIVATE STORM DRAIN PIPE SDRSU D -667, PVC 5DR -35 -SD SO- PRIVATE CATCH BASIN BY 7WDS' - SD--0-SD- GRA VEL BAGS (CASOA SE-4, S 10) & DETAILS C & H SLT fENCE (CASOA S_F-1) & DETAIL I -® o STABILIZED CONSTRUCTION ENTRANCE (CASW STANDARD TC -1) & DETAIL F BMP AREA -NOT O Mt7DIFIED N9IHDUT PERMISSION FROM UHF CITY PRIVATE SEVER AND STORM DRAIN DESIGN BY OTHERS SEE SHEET 4. PUMP SYSTEMS ABBREV147TONS• AC = ASPHALT CONCRETE CO = CLEANOUT EP = EDGE PAVEMENT IF = RNIS H FLOP. FG = RN1SH GRADE rn = Jr AL HauRAINT GV = GAS VALVE CM = GAS MEIER HP = HIGI POINT if = INVERT ELEVA NON fL = RnlaNE IF = LINEAR FEET �P = POKER POLE SCO = SEWER C'LEANOUT SMH = SE fR MANHOLE TG = TOP OF GRATE TW = TOP OF WALI NM = WATER METER WV = WRIER VALVE OWNERS; ROBERT SOL 71S & MICHELLE SOL TM 8&' PLUM RA STREET SAN MARCOS CA. 92069 SITEADDRESS. 2038 CAMBRIDGE" AVENUE CARDIFF BY THE >SFA; CA 92DO7 ASSESSOR'SPARCE1.40MBER 260 - 384 -4T LEGAL DESCRIPTION.' LOTS 11 AND 12 OR BLOCK 38 OR MAP OF CARDIFF A' IN THE CITY OF ENONITA� COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING 70 MAP THE EOF NA 1334. FLED IN THE ORITCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 12 1911 TOPOGRAPHY. THE EXISTING 7OP06RAPHY SHOWN HEREON IS BASED ON A FIELD SWWY PERFORMED BY SAMPO ENGINEERING INC. ON ,OLIN€ 21, 2011 SLOPEANALYSIS. EXISTING GRADE OF THE ENTIRE 9 T IS LESS THAN 25X SLOPE OWNER'SCERTIFICATE iMPEr " "VIOUSAREA IMPEPWIVEIS AREA PRIOR TO CONSTRUCTION: 1949 SOFT IMPERVOUS AREA AFTER CMS7RIIrnON• '1752 SOFT INCREASE IN IMPERVIOUS AREA: 803 SQfI IMPERIOUS AREA REF"UL'Sm' 0 SQFT BMP PROJECT STATUS.• sTANDARD PARKSANDRECRE,4TION SANDIEGU/TO HATERDIVRICT ENCINITAS FIRE DEPARTMENT - U Z C7 q l� g- L9 -lZ- I c- CC -a 1 DA TE SIGN DATE 90 DALE SIGNATURE EXPIRES TGWU YEARS FROM DATE SIGNED Z CITY OFENCI NI TAS •ENGINEERINGSERV/CESDEPARTMENT DRAWING NO. z w GRAD'NC & EROSION CONTROL PLANS FOR : 9 SOL TYS RESIDENCE 11134 -C PITY CITY ENGINEER vy /z 2038 CAMBRIDGE AVENUE r.A�F nln• 11 -179 rnp /P�uw SHEET10f6 -�-° REMNBON AREA SHALL BE x-10 LEVEL AND DEPRESSED A I * BIOR€TENTON ENGNEER E D SOIL LA YE SHALL R E MINIMUM 24' DEEP SAND Y EG4M �L SOXL MIX NTH NO MORE THAN 5Z CLAY CONTENT THE MIX SHALL CONTAIN 50 -60Z SAND, 20-jDf COMPOST OR HARDWOOD hILICH, A00 20-30Z TOPSOIL. * *3/4" CRUSHED ROCK LAYFR SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO PROTECT EXISDNG AC 'L INCREASE THE INRLIRADON AND STORAGE ABILITY OF Aft' BASIN, PAVEMENT IN P!Af.E THE EFFECI7VE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON - - E NC/ N ITASSTORMWA TER MANUAL CALCULATONS TYPICALLY,THE SURFACE AREA OF THE B/ORETENTION BASIN IS 4% OF THE 1MPERWOU5 AREA DRAINING TO IT IMPERVIOUS LINEN PER i SOILS ENGINFER I ` RECDMMENDAAON I -^ I� IN-PLACE, . CONSTRUCION N07-F NO. 1 �1 SEE SHEETS 5 &6FOR TEMPORARY I SHORING III) NEW RESIDENCE BASEMENT RIP RAP DEEP ROOTED, DENSE, DROUGHT r n \ `,u1 l (�T j I -�4 °0 PVC TOLERANT PLANIING SUITABLE 2 -3 -° ] I ! 1 ! 1- STORM DRAIN FO 1520 FOR WEU DRAINED SAIL 11 i I I k k I_I FILET HARDWOOD MULCH - KEYSTONE RETAINING WAIL III - a4' MIN ENUNEEREQ SOK *SEE .NOTE LEFT \� I I I l I I 2 -3" OF 318° GRAfAE I= ✓ ✓�: ��� x �✓�✓� � �✓� ✓� ✓� i; k�ii V MIN � d s d r* SEf , s-_ , ✓ z , r ° k_ � •;° ! NOTE NOTE LEFT Ii�I (Iiii 120 MIN. 314" CRUSHED ROCK BIWM1LW DETAIL FOR IMP r 150 \ CONRO( IX01 AWES 1 BLXJNDARY NFOAU4RON PER MAP NO 1334 2 A PRELIMINARY TIRE REPORT PREPARED BY Eal,'TY rT1 c COMPA "'Y A. ?DER NO SO 71 DATED APRI! T 2011 WAS REtIEWED FOR EXIS7NdG EASEMENTS THE iREvORT REVEALED NO EASEMENTS 3. THE SUBJECT PROPERTY LIES A117IN THE R -11 ZONE CITY OF LNCYNIIAS, (GALIFORNIA. n r c r T i ZONING INFORMATION SHORN HEREON IS CONSISTENT WITH THE REQUIREMENTS l F SAo ZONE PR(GR T.,- �(kV TRGCDGN „ONTRAC,OR TO OBTAIN ENCROACHMENT PERMIT AS OF THE DATE OF THIS PLAT. FOR ALL WYIRK DONE W11HlN THE - - - - c rr DDnD ry cc I 1 4. EVE .,UEJE , , ,,,,, ER, , 11 ., W1TH,N THE CARDIFF SANITATION DIS]RICT AND IS CURRfNR / 2a r PUBLIC RICHT-0 WAY OF CAM8R10Gf f 5A ' n : �. MIN I AVENUE AS SHOWN HEREON SERVED BY �ARDUT N,TA„b"F DISTRICT FOR SANITARY SEWER FROM THE ALLEY SIDE OF DIE PROPERTY. ' PRIVATE FACILITIES W7DfN 5 THE SL1 CT PROPERTY LIES MAW THE SAN DIEGUITO WATER DISTRICT (SOW.)) AND IS CURRENTLY SERVED BY SOAD FROM THE ALLEY SIDE OF THE PROPERTY. 171. ' °�% RIGHT-OF-WAY PER ENCROACHMENT ti fir { RFRMIT l 23a PE 6. ALL ON -SITE STORM DRAIN, DRAINAGE SWALEQ AND BMP AREAS ARE PRIVATE AND SHALL DOC NO, 20i2 -_ 0SJJ12I _ BE MAINTAINED BY THE PROPERTY OWNER RECORDED 2012 7 WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EX(S7N6 GRADES AND SOIL ENGWE €R RECOMMENDATIONS SOL ENGNEER SHALL DETERMNE FINAL WALL FOORNG DEPTHS 4'� r 62 , a FOR STORM WATER POLLU77ON CONTROL BMPS ROOF DOANSPOUTS TO BE DISCHARGED � 9. h � � - \ R 17158 INTO PLANTER AND LANDSCAPE AREAS MAN TACO uCRON" INTA XLr PRIYA7E ST" DRAW SYS if TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON St It- AND DRAIN TOWARD BUILDING FOUNDATIONS ➢� , }'r A 10 9. ALL EXISTING AND PROPOSED U77LITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND 1G. THE CONTRACiffiff SHALL ASSUME ALL RESPONS?91LlTYFOR DE26YVINC AND IM©rEMENANG j� ` ANY AND ALL TYPES OF SHORMVIG SYSTEMS PER THE ATTACHED SHORING PLAN IN ORDER TO �L ✓ { }emu u EXCAVATE FOR THE BASEMEN, RETAINING WALLS ORL RE5 AND PRIVArc STORM DRAIN 5 SHORN HEREON THE SOUS ENGINEER SHOULD BE CONSULTED FOP, SHORING AND s�� ' A '( SIABILILALUN RECOMMENDA71ONS PRIOR TO COVSTRUC77ON. A BUILDING PERMIT IS REQUIRED o: G ` FOR ANY SHORING l.._ 70' 1+ PfiW TO CONSTRUCTIOM, THE CONTRACTOR SMALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK 70 BE PERFOF.MEQ N THE PUBLIC RIGHT OF WAY OF CAMBRIDGE AVENUE AND 11N��r 24' MIN � THE ALLEY 2 , p , •a. a rJ 1xfb h , 'T r 1 0 5 10 20 12 THE NEW AC PAVEMENT W7'DENING CROSS- SEC TON IN CAMBRIDGE AVENUE SHALL BE AS A , 2 - �` RECOMMENDED BY THE SOIL ENGINEER, BALED ON R- VALUE TESTS DIE MINIMUM ROADWAY SECTION SHALL BE NOT LESS THAN 4' AC OVER 6" CLASS U BASE OVER RECOIMPACTED 35 p rt \ AfA 77W SCIBCI aDE SOVE. UNLESS TH€ SOXL ENGNEER OR CITY ENGNEER NDICATES OTNFRIWSE _ F 13 CONCRETE SIDEWALKS AND PAPOS SHALL NOT BE LESS PHAN 4" PCC. OBER 2" CLEAN SAND UNDEREAIN BY A 10 MU MOISTURE BARRIER OVER 2" CLEAN SAND OVER RECOTMPACTED NADVE SUBGRADE SOIL, UNLESS DETERMINED 07HERNSE BY THE SOIL ENGINEER JOINTS AND REINFORCEMENT PER SOIL ENGINEER. 15 \ \ 14 THE EXISTING TOPOWAPHY SHOWN HEREON IS BASED Our a FEEL) SLIP, PERFORMED BY SAMPO ENGINEERING, INC, ON JUNE 21, 2011. L 33 N 15 SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST 2 . MANAGEMENT PRACBCE. r. tt r 16. UNLESS N07ED 07HERMSE, ALL ROADWAYS SHALL BE A MINIMUM 16' IN WIDTH DURING TG 1 O i5 DRAIN / •• 9�pG1, - \ \ CONSTRUUCTION A^Q MrerurAlAFn FREE AAIQEFP N`nL1QP1IG PARK1 "lC tEH1CLE5, N IF FG 164.2 I� � \ ACCORDANCE NTH THE UNIFORM FRE CODE AND CITY OF ENCINITAS FIRE DEPAR7MENL H \ 162515 U G E ALA N� 17 ACCESS ROADS SHALL EE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF VEL „ NOT LESS THAN 75,000 POUNDS OFF -SITE LETTER OF PERMISSION 18 ALL THE WORK PROPOSED ON THIS PLAN IS DNRRELY NIHIN THE APPLICANT'S O GRADE AND CONSTRUCT STAIRS R• PROPERTY NIH THE EXCEP17tW OF 2046 CAMBROZ AVENUE. SEE LETTER OF PERMISSION DATED MAY 12, 2012 IF ANY DIS71JRBANCE TO ADJACENT PROPERTIES IS AN77CIPATED AS A BY TOM LYLES 2046 CAMBRIDGE RESULT OF ANY PROPOSED WORK, OR AT THE DISCRE77ON OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION fROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED DATED MAY 12 2012 AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK ANY DISTURBANCE ON TUC An IAPCAIT DDIVATC DO(lDCDTV MAT LIAC WIT DCCA) DDCIAN)C) V AIIR)MI7rn 1A) U0177AIr I PAY T� 18 3 P.VC f AUUVt WAUL Pmalcl UNTIL INE REQUUT£D PERMISSION 115 OBTAINED: LIMITS DECK ABOVE AD WA 19. CONCRETE DRIVEWAY SHALL NOT BE LESS THAN 5.5° P.C.C. OVER 12° COMPACTED 42 a ? cn iG �Trp� "' SU 1 p \ v BGRADE SOIL TO A MINIMUM Of 95Z DRY DENSITY, CONCRETE SHALL BE REINFORCED NTH 0O" a S 37 3 I� E s a E Olr . N0. 3 BARS PLACED 18" ON CENTER IN BOTH DIRECTIONS JOINTS PER SOIL ENGINEER (4C cmvQ , r, "015 L 31 • �� 1. PLACE 3 ANCHORS PER SQUARE YARD OF MAIER(AL. 2 FOR ROCK -LINED OPBON, INSTALL GEOTEX NVVEN NORNORNl�1J '1/ Q CROSS (`C/�RON � `I 1 IW 155.5 l � iD-� MONOr7LAMENT G urtAlKE (1v0 fur UR NIUAL). NM I •L ii71VJJ JLti /�Vl r 41 CJ �0 J. FOR GRASS OR TURF OPTION, INSTALL LANIKOK 7RM 1 » 450 TURF REINFORCEMENT MAT. 1° = 2' ry TW 1 4 41 2 ROCK -LINED OFiION KEY NQIES 25 G 1520 � � • OVER GEOTEXTiIE LINING � �� (t_'�Nl_n)• Y CAMBRIDGE A VC_NUE l Ll P✓ 152. ` ` PQ 1 DEMOLISH EXISTNO RESIDENCE 25 6' WIDE BY 10' LONG 310RE7EN770N AREA FO,R BAIPS NOT TO G 152.5 41 24° MIN, CRASS OR TURF LINED OPTON DYER ( BE M00RED WTHOUT CITY PERMIT SEE DETAIL V I I AC PAigV1ENT N0EAOONG X f 2 DEMOLISH EXISi1NC RETAINING WALL 6" WIDE x 16" 11.0'- / ANCHORS TYP. % LANDLOK TURF REINFORCEMENT � � VARIES t2' PROTECT EXISTING AC 24 � 4" KEY ( � � ,,,, r,,,,,,,,, 26 PRIVATE SIMPLEX SEWER SUMP PUMP AND 24 ID FIBERGLASS VAULT DEEP PuCC CURB 2' WOE PAVEMENT AND BASE \ u DEMOLi05n EA S) RAG rENCf LEVEL AREA v FOR ANCHOR LJ BASEMENT LEVEL ONLY. DESIGN BY OTHERS SEE SHEET 4. IN -PLACE l LE OUT 150.CIE N 146.2 2Z FOR DRAINAGE 6° � 1% . °� � � � / I r� � r Arrua A �� AND S COND RODR TO BE GRAWTY AND BE TO NEW GRAVITY - R LATTERAL ^R E??SP.NC RICHr OF -PAY CYEAMOUT _.. - C_ C_ 2 ... ... DEMOLISH EXI "ZING H' " " "G'PE % � � ,�y ;�y r „_�` ,l t � r „ , x � ,�- r �, ' � - r- 5 r� �, r-� _ ,-� .. � �. � j z . .:,.: 1 MAX. \ � � I- � I -� I � DEMOLISH EXISTING AC BERM _ .iii !- _ I- I� 27 24 x24° PRIVATE PCC rRESSURf TO GRAVITY SE{YER SUMP PUMP �i)�..��.;_� - >.- C > -,.) c_� 1- S �,�.� i. _ .� ,� c�,A - 1 �, ,ter �- - - - - POLE IN PLACE r r a < < �, .` �1 - - k)) -i)) ) 6 "MN 1 I -� -� k I CL€ANOUT 4-uh t fit= Y1= T -� - �% ��. �� \ I i k I I 1! I -I ! I I 1 -i I I -1 r I- + r -I ++ I i iRiA� I I I i I I i I PROTECT EXISTING RETAINING WALL IN -PLACE I I x � � ! ! , ! ' 4° AC OVER 6' CATCH" ���� � -)) 1 -1) � -� � 4 )1 -� � - �I � �) - �� k k -III- 28 EXRSDNG SEWER LAtFRAC, CONTRACTOR TO VERIFY LOCATION AND DEPTH. -CLASS (I BASE •A, -r III -I I (- I rI I ) I k� I �IiiI i r FEASIBLE ELISE AND CONNECT TO NEW GRAVITY SEWER LATERAL. I _ 8 PROTECT EXISDNG MAIL BOX /N -PLACE !f fE F R I!! F ! I k I -I I I k=! -1 I -III -I 1 -_ i I l Q (LE 149.5) /CFF CIF � '_ ���' �I �� -I I I I -) I I I I I I I I( �� I PERMEABLE CONCRETE PAVERS AND L6" WIDE x 16" DEEP '`°`f N0" °._ - 1 1I I I i1 i iI I iI t i S PCC NSU R INDICATES ELEVAPON COYf.I wAfiwmft SAL s I ) I - I -k I -� (I =� I j Q RELOCATE EXISTING MAIL 80X PER fNOYNITAS POST MASTER BASE. SEE rONS7RL1C770N NOTE 17 fZ •. CUR � PER PLAN 9 �' �, \ �i I �1 I I -III= I I -I I =III I I I _ I I 29 ?.5 °.a 1V« Cr" 40 PVC CI O'& DP,AbN PRESSJRf P,Df Df C.' BY 1 ° o I i I I I - III -I I I I - Rf/�.N�TY:IDW � ` _ _ OTHERS S t SHEET 4. (; BRIM A I�IVUE l!ilPROVEMEIVTS �� aw �" 1 -� (I I -III =I (( II I (II I I 1 e I I I I 10 f2' 1 PAVEMENT {WD£NING (24' MINIMUM hIDTH) PER CONSTRUCTION I =I NOTE 12. DX M AHM ``z, _ _ j i- III ) I I- � 42" HIGH GUARDRAIL PER ARCHITECTURAL PLANS I 11 6" WIDE x 16" DEEP FLUSH PCC CURB. SEE CROSS SECTION B' � �' NTS Q�F OQ d ZO2 0 Ii I I 31 7 1120 THICK BY 36" WADE CONCRETE R78BON GUTTER OVER 6" GLASS U \' TYPICAL ROCK OR GRASS DRAINAGE SWALE 12 11.0' WIDE PERMEABLE PAVERS ECO- STONE" BY UNI GROUP USA, OR BASE (USE 3250 PSI CONCRETE) APPROVED EQUIVALENT PER DETAILS B' d C' SEE CONSTRUCTION 1° BEDDING COURSE 114' 318" WASHED FRACTURED �� NTS NOTE 17 32 24 "x240 PCC SPLASH BLOCK OPEN- GRADED STONE PER AS7M N0. 8 REQUIREMENTS �. 33 CONCRETE STAIRS AT GRADE PER SDRSD M -26 UN( ECO-S TONE PAVER 3 118° 6" THICK MIN BASE COURSE A3/4" PRIVATE 4 A S!?E£ -D CA RA 8Y NOS' OR APPRp1�D EOIJAI o (60 MM). PROVIDE 1Z MIN SLOPE WASHED SIM NO. 57 BAStEREQUIREMENTS NE f 44 CONCRETE MASONRY RETAINING WALL PER SDRSD C -1 34 12" WfDE X 6" DEEP PCC BROW DITCH PER SDRSO D -75 PAVER PATTERN RUNNING BOND �- R� ALLEY R /5 CONCRETE MASONRY RETAININC W'A /t PER S"n °SD C -3 35 DECK ABOVE GRADE PER ARCHITECTURAL PLANS CONCRETE CURB SET 114° 3 118° NOES' 4 16 CONCRETE MASONRY RETAINING WALL r "ER SDRSD" C -5 36 PRIVATE SIMPLEX STORM W47TR SUMP PULP AND 0 PBror1 ASS Iv AulTT e c Q - 1 / tti U U/{i iVU t4 i tRiStfiJ YfiUt BELOW TOP OF PAVERS AND <a ° 1 THE PERMEABLE PAVER CROSS SECTION SHOWN MAY VARY -6.0' 3 O' 6 0 O DESIGN BY OTHERS SEE SHEET 4. CONTROL JOINTS D 15' OC ao y ° °0 178 DEPENDING ON SOIL ENGINEER R -VALUE TESTS TO BE CONDUCTED U CONCRETE MASONRY RETAINING WALL PER SDRSD C -6 IF N NZ501BTM SUMP 144.50 Ipo I °° MIN. PRIOR TO CONSTRUCTION. SAWCUT LINE TYP 1 ; ° ° 6" MIN' l - ; 18 DISTRICT TO KILL EX(SR7NG 314" PVC WATER SERVICE CREDIT TO BE 37 2' WIDE GRASS DRAINAGE SWALE PER DETAIL f' 2, THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE f iT , f l %�fl! APPLIED FnR E,/S• ,c sfx° dTFR RAFTER Der fL1AFSR/ - - - -� a ,;T f f :. , ..: <� !- -- ! - -- ....LID . ,. X IN„ 5 W.•.•_,. ,.•_,5,.. D., _ D..•,.ESTI IRRE WATER. b° °vO CONDITIONS AND CLIMATE TO BE DETERMINED BY SO/L5 ENGINEER. - ° e - ® SPIRAL STAIRCASE PER ARCHITECTURAL PLANS �rT r��� __._k __ METER AND NEW 1 SERVICE PER WS -09 & WC -17 TO BE INSTALLED BY I�, { II� - - DRSR1CTn "T OWNERS EXPENSE I J. CONCRETE PAVERS SHOULD BE PLACED ON A CEMENT TREATED �� • ! - Y _ 39 4'0 PRIVATE PVC PERFORATED SUBDRAIN PIPE WRAPPED IN MIRAR 14ON -90 %COMPAC7FQ SUBGRADE BASE IF SOIL IS EXTRE,4tELY WEAK OP C AJSL4Pd? Y SAnrRATED " > *; ' MUM SLOPE. APPRDVfu" fQu'AE. SLOPE AI li° MIiJ. _ t _ °, ° , L 19 4`0 PRIVATE PVC STORM DRAIN (SDI -35 MIN) AL 1 %MIN. SLOPE. -III L ENGINEER. E7URN UP REQUIRED TO COVER OVER BASE CONCRE,cA�BE OVERLAID OR INLAID ON EXISTING ASPHALT OR i r Tu1AVS / • 20 12" "x12" PRIVATE HOPE CATCH BASIN BY NOS' OR APPROVED EQUAL U 6 °WIDE 1RFIJCII DRAIN BY iVUS'' OR APPROVED EQUAL. '-12" (300 MM) WIDE GEOTEXRLE ALONG PERIMETER 4. ACCESS ROADS SHALL BE DESGIV£D AND MAINTAINED TO PROTECT EtIS77NG PROTECT EXISTING AC \ ' NO. 44178 TURN UP AT CURB (DO NOT COVER TOP OF BASE) SUPPORT AN IMPOSED LOAD OF NO LESS THAN 75,000 LBS PCC PAVEMENT AND PAVEMENT AND BASE � \ 1 7 112" THICK BY 36" WOE 21 STORM WATER SUMP PUMP CLEANOUT 4T KEYSTONE RETAINING WAIL PER DETAIL D' (3.0' HIGH MA X) �{ /+n� �+�f /+mac BASE #V-PLACE IN -PLACE L R/880N GUTTER OVER 6" CLASS 11 PROTECT EXISTNG AC PA YL/I �C ��t�L 111 LV/ rjt�liCl7tJ �/1� _RASE (USE 3250 PSI CONCRETE) NA PLMAf�� AND BASE ��� 22 OUTDOOR SHOWER. DRAIN TO BUILDING SE{R ® TRENCH RESURFACING PER CITY OF fNC(N /TAG, STANDARD DRAW9NG ' ' PUBLIC ALLEY IMPROVEMENTS ®F C. 1,E 13 42 ° HIGH PRIVACY FENCE PER ARCHITECTURAL PLANS NTS l / / 1 24 PRD]EGT EXISTING AC PAI�MfNT IN -PLACE ® N75 U uNGYED BY DRAAN BY CHEQ0 BK fJ1ANfENQSCRIPDON APPROVED DAIS BENCHMARK SCALE SPEC/ALDISTRICTAPPRDVAL -w VLS ENG /NEERINGDEPARTAIENTAPPROVALS CITYOfENC /NiTAS -ENGINEERING SERV/CESDEPARTMENT DRAW/NGNO. BUILT 7•/ PLANS PREPARED UNDER SUPERVISION OF REWKED BY DETAILS FOR : (`n/ %j/(` Q[ %] �J/�c OTY 'ENC -41' A N'TABRASS DISK LOCATED IN NRNDUT ON THE 23 _ • _ aSIJL d 9 aJ ! �LA � L' L.•L I 11234-G EAST ODE OF NORTHBOUND HIGHWAY 101 0.3 MILES NORDI OF DATE CHESTERRELD DRW 1' = 10' I D MASN MAHER C42519 SHI DEPUTY CITY ENCNEER R.C.E. NO : 44173 p /� VENUE ELEV: 73.612' DA7UM• NAM 88 1 79V OA IF tl VINCENT L SA:WvO -� EXP. 61 113 q �/ I Z �O • 4# j' 20J8 CAMBRIDGE A a a¢ A I I ENgNEER OF MW I DATE DATE I rAcF Ain. 11_179 rnv /aluw I SHEE 1Vt 0 ° U( Z C'3 Z w w �� Zz Z C) Z w ® w Fs 0� i lul CRUSHED AGGREGATE GREAiD? IHAN 3 9 BUT SMALLER THAN 600 - F71TD? FABRC _ SECTUN A -A SEE CALIFORNIA STORMWATER QUALITY AMAIION { CASQA) STANDARD DNG NO. TG I FOR ADINTIONAL INFORMATION MATCH EXIST m L CORRUGATED LA STEEL PANELS 25' MIN-� TYPICAL STABILIZED CONSP NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANES 06t N►NWT AGGREGAIE 24' WE (MR!) NE(R Q FOR DRAINAGE 04MOW 2 DADS H16H ITYP.) NHERENfffSSARY TYPICAL VELOCITY CHECK DAM 4' PVC PIPE FOR DRAINAGE DEPENDING ON REO COIIDf170C TMAL INLET PROTECTION t. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LIAK: OF POSTS 3 ATTACH 7HE FILTER F.46R[C TO THE WIRE FENCE AND EXTEND IT INTO THE 7RENCH. ._,is7�yi 1p mom I " IfiiDTN AS REOUR@ TO ACCOMODAIF ANTICIPATED TRAFRC F SEE CALIF(NiA1A STO?MWAU QUALITY ASSOCIAVON (CASQA) STANDARD DNG ND. Z-1 FOR ADDI710NAL INFORMATION NOTE: — AL M NANW SLT fENCE CONSTRUCTION MAY BE USED TF RRST APPROVED BY THE ENCTNEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE NO SCALE CHANCE NO NOVEN FABRIC GRAVEL BAGS STAG690 (TT..) NO SCALE SEE CALIFORNIA STTNL 00? QUALITY ASSOC1A770N (CASQA) STANDARD DNG N0. 5E-10 FOR ADDl17INAI IW"A71ON ,d Tit .: i ,1: 2 STAPLE tMRE FENC0VGNWALE THE POSTS i�7•D..7�. . 4 NV (10 CM) 4. BAC.KFXL AND COMPACT THE EXCAVATED SOIL. SEE CALIFORNIA STORMWATD? QUALITY ASSOCIA17ON (CASQA) STANDARD DWG NO. SE-1 FOR AD0170NAL INFORMAWN DESCR'IION APPRO" DAIS` BENCHMARK CITY OF ENCINITAS SURVEY CONTROL NETKRK - STATNNV IWC-4f' A f B.R.ASS DISK LOCATED IN 7URNOUT ON INE EAST SIDE OF NORTHBOUND HIGHWAY 101 Q5 MNES NORTH OF CHESIERRELD DR1V -- ELEV: 73.612' DATiIIL• NA 88 IV © 5 10 20 EXISTING STIRC R E'S 1DF.EICE 3 TE �a 0 �. 'SCTFENC 7' AND 1K SE-1 SCALE SPECIAL ENSTWANWAL u ,: ! doo PLANS PREPARED UNDER SUPERVISION OF S +GN DATE MEAMUNI OF M NMK 24' ON i w 17 1 x\ tv f l t 4 171 PC ' 168 �IQ 0- \ pp �\ O. 24' M77J. I ?.83 x s '� 13 1F th >r _ `57. &3 �5?cLun ?�, v rJ G ;04. BY IM LYLES' €2ft46 CAMBRIB6E ' DATED. MAY 12. 2012 \vPjR07EC71QV EI�DiRARY GRAtUBAG #UT JL PER RETAIL WAND OW STAMXW SE 1Q T)P.. EXISTIT� RESIDENCE 4) DALE: elphs R.C.E, NO.: 44173 EXP. y 0 li ENG/N EER/ N 0 A R T M EI �' i' A PFR 0 I �A L S REKEMD B q MASIH MAHER 042519 G atlZ* /IL DATE DA IF ' 32 L \ V A\ f, NOTE.• DNS PLAN IS FOR TbMPORARY EROSION CONTROL PURPOSES ONLY" RTERTDSWENt&2FOR CONSTRUCRAN i Cf TYOFENCENITAS- ENGMEEWNGSEROCESDEPARTMENT EROSION CONTROL PLAN FOR : SOL TYS RESIDENCE rTy CYTY _ENGINEER Z- 2C38 CAMBRIDGLE A VENUE U I z — ci �a R z� E o® W w z z Lu DRAW NO, 1 11234 -G < R - ~ SHEET30F6 �,�T+ lNraa�anetr Ct}•�e. i3tw. �+. �t1wPi,aa ClCtloisr Pamptrl i jtyss— r.'ras P�cai}gt#;1 : a•t4+f� Celt 'iaH Yatat.al�2_Sp xPu Clem PS.m,s,,,ilZ Z1.•7 tai. ANTS - S p ri a1a40 wlihal L' Ba4 SWal.rr stsu A iii- Fiaoiathm Fir;nyr rib!ro 11001 milau"u F"Ovain OR". ..•._NPt LirePrlcol taugNny. 304 34ohnirim Sirs 10 CHANGE NO i Lw� ,•;mow... 28" OD SIMPLEX PUMP LIFT STATION 1w>r`Ff+ smara U^IUAUAMA Y31._ I. gill utlin6 Cable va +re Elba. Cewo5 wive wrsr Pipe ?tggptR± PUMP + t� Prefabricated Fiberglass trr on Simplex an station R Due 18$9 LYON$ RBSIDEWC%9 San —cos. CA 8'wMiga 10In 1':Oli. Pit;lGi si., s�ih! A•"2 Sa DlAib naerra aurstixcnts r Mi5 - _ t Marcos. CA SOON X, :X YtikNt 15 O dio. c� (TEOI 744 i 695 s (11810) 454-14M PAM- Errvt Faut9 Sava" lolttrs;, I two < N.it! tt.(rhpvC f!5 TOPPA Tin S.WC.PO16D44G•MDpEStptiN S4141R)LI fREEi00.3Sa.WM. _. fox 76M811116. MU SITE ..• e>aw.•a»sris tTn. Etaq igapegorsargitreewaeae� ta.(11YP lNmaui 1PN tyre 7�Swmtr i Wwy;.3 EJCtieder Psmpfr) Naiei 7ta.:a ..' B+t6.tFz CPIt Tali Nater:! � SP tiPu Aee• PH ----HZ V"3 tl ANTS - t e a- 2ehsb PYc ralrsi 0 304 staiea... st"I Iyi /4° M A"0- riroiaRwi Flrng• �1 Mewed rwryta" ONaen Dectricol cauliims 304 Stiftri s 31" Float anud wi r/ (3) Grips Curbats Qirlrrsr=6 slog t TYP" A"Bable) I I i L.— i� . ( 28" OD } i 2s^ ID } Utiin6 Cable vain —W Elba. —84" SRee4 vrt•e .,,_.•,,,Dfaciwrgr Pip• -�UQ 4 A49pler wrravx: Prefabricated Fiberglass ttir OR Simplex Lill station Loom wwmwma t in. . LYONS RISSIDfENLE Fait P� ti6t•35tte 7 DIts: ss i "° � .... E•��° N,nat 3teLE 'oPP>faThSTRIA *X 443 XXIM•RDCi�StfR,ai.•rats +tlltt Ia E 0a3s..eSl,.iax 4tS rlaitp,•Y#C!&tE... waa+oaiw.. as+•Ei•+w t'�ptkSfc�(eee44�tai@• NIS McNAMARA PUMP & ELECTRIC, 1NC N7S DESCRIP17ON APPROID DATE BENCHMARK SCALE SPECG4 VISTRICTAPPWRL CITY OF 5YONITAS SURREY CONIR(H NE7Mt1RK - STAAON INC -41 • A 2" BRASS DISK LOCATED IN 7URNOUT ON THE EAST SIDE DF NIRTHB � y Ylgi 0.5 MM NORTH OF NIA ELEY.; 7J612' DA 11W. NAM 88 C so DATE Goulds Pumps PVSubmersible Vortex Sewage Pump FEATURES Goulds Pumps is a brand of ITT Corporation. wwwgoulds.com Engineered for life THE STORM DRAIN PUMP DESM & DETAILS SHOMN HEREON MERE PREPARED BY: MdVAMARA PUMP & ELECTRIC, INC 120 N. P.AgfTC ST. SUITE A -2 SAN MAR= CA. 92069 PHONE NO (760) 744 - 1895 � THE CLINIR.ACTCJR SHALL OBTAIN APPROYAL FRO,N THE ENGINEER LF I A DIFFERENT PUMP SYSTEM IS PREFERRED SAMPO ENGINEERING INC. ASSUMES NO LIABILITY FOR THE STORM DRAIN PUMP DESLf9J & DETAILS I op. u ttrc SIMPLZX PUMP LIFT STATION �rlt Fafti+ I8rrt8r! Ks MC[ItANAFiIk PUMP & ELECTM INC, tai cw P a Elm Islas NITI San Marcos. CA 82671161M /t l- /y ` w!--- 120 K 1`4011114 81, SL*# A•2 _ San Marcos. CA 92099 MASh'MAHER 042519 CRE SH1EtD 1%5111744.11 3 s 1454.1606 pail Utiin6 Cable vain —W Elba. —84" SRee4 vrt•e .,,_.•,,,Dfaciwrgr Pip• -�UQ 4 A49pler wrravx: Prefabricated Fiberglass ttir OR Simplex Lill station Loom wwmwma t in. . LYONS RISSIDfENLE Fait P� ti6t•35tte 7 DIts: ss i "° � .... E•��° N,nat 3teLE 'oPP>faThSTRIA *X 443 XXIM•RDCi�StfR,ai.•rats +tlltt Ia E 0a3s..eSl,.iax 4tS rlaitp,•Y#C!&tE... waa+oaiw.. as+•Ei•+w t'�ptkSfc�(eee44�tai@• NIS McNAMARA PUMP & ELECTRIC, 1NC N7S DESCRIP17ON APPROID DATE BENCHMARK SCALE SPECG4 VISTRICTAPPWRL CITY OF 5YONITAS SURREY CONIR(H NE7Mt1RK - STAAON INC -41 • A 2" BRASS DISK LOCATED IN 7URNOUT ON THE EAST SIDE DF NIRTHB � y Ylgi 0.5 MM NORTH OF NIA ELEY.; 7J612' DA 11W. NAM 88 C so DATE Goulds Pumps PVSubmersible Vortex Sewage Pump FEATURES Goulds Pumps is a brand of ITT Corporation. wwwgoulds.com Engineered for life THE STORM DRAIN PUMP DESM & DETAILS SHOMN HEREON MERE PREPARED BY: MdVAMARA PUMP & ELECTRIC, INC 120 N. P.AgfTC ST. SUITE A -2 SAN MAR= CA. 92069 PHONE NO (760) 744 - 1895 � THE CLINIR.ACTCJR SHALL OBTAIN APPROYAL FRO,N THE ENGINEER LF I A DIFFERENT PUMP SYSTEM IS PREFERRED SAMPO ENGINEERING INC. ASSUMES NO LIABILITY FOR THE STORM DRAIN PUMP DESLf9J & DETAILS I Specially designed for the following uses: • Residential sewage systems • Heavy duty sumptdewatering • Water transfer SPECIFICATIONS Pump • Discharge: 2" NPT • Maximum capacity: 100 GPM • Maximum head: 22' TDH • Vortex Impeller • Solids handling: 2" maximum sphere. • Temperature: 104" F (400 0 maximum, continuous when fully submerged. • Automatic models include a float switch. • Manual models available. • Pumping range: see performance chart or curve. ;T; • . , • Single phase • 60 Hertz • 115 and 230 volt • Built -in thermal overload protection with automatic reset. • Class 8 insulation. • Oil -filled design. • High strength carbon steel shaft. • .50 HP 3400 RPM • PSC design AGENCY LISTINGS c C us Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File #LR38544 Cmcdds Pumps is ISO 9601 Registered, op. u ttrc ENGfNEERWDEPARTMENTAPPRi'JttALS Minimum w Ks PLANS PREPARED UNDER SUPERVISION OF Power .REKEA D BY •tQfY Maximum DAIE : B ?3 / /t l- /y ` w!--- Order No. _ R.GE. NO. 44173 MASh'MAHER 042519 CRE SH1EtD TYOTYENGINEER NUNT L SAMPO EXP. 6130113 Float Switch Styie Cord ENGINEER OF #WK Solids _HAIE DA 7F 1219"' Specially designed for the following uses: • Residential sewage systems • Heavy duty sumptdewatering • Water transfer SPECIFICATIONS Pump • Discharge: 2" NPT • Maximum capacity: 100 GPM • Maximum head: 22' TDH • Vortex Impeller • Solids handling: 2" maximum sphere. • Temperature: 104" F (400 0 maximum, continuous when fully submerged. • Automatic models include a float switch. • Manual models available. • Pumping range: see performance chart or curve. ;T; • . , • Single phase • 60 Hertz • 115 and 230 volt • Built -in thermal overload protection with automatic reset. • Class 8 insulation. • Oil -filled design. • High strength carbon steel shaft. • .50 HP 3400 RPM • PSC design AGENCY LISTINGS c C us Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File #LR38544 Cmcdds Pumps is ISO 9601 Registered, 2 C I T Y OF E N C/ N I T A S- E NG N E E R I NG S E R V ICES U E PA R M T E N T ILS FOR SOL TYS RESIDENCE 9 036 CAMBRlUOB A r rNUE U � Z -- c , Mme° Minimum w e Power Discharge Maximum Minimum pg lh Order No. NP Vohs ZZ Circuit Phase RPM Float Switch Styie Cord Solids Basin 1219"' SHEET4 0F6 Amps Breaker Len Connection Size Diameter PV51M I Plug 1 No Switch 1_0' 4a i PV51AV T- Spliced 115 13.0 20 Vertical 10' 42 PV51A1 T-Spliced Wide Angle 10' 42 Piggyback 10' 42 r h : t 3450 Wide Wide Angle 2" c" f R" 42 PV51MF Plug/ No Switch _ 20' PV52MF 230 63 15 Plug; No Switch 2a' Al PV51PtF 115 93.0 20 Piggyback Wide Angle 20' AA PV52P1F 230 6,5 15 Piggyback Wide Angie 20 AA 2 C I T Y OF E N C/ N I T A S- E NG N E E R I NG S E R V ICES U E PA R M T E N T ILS FOR SOL TYS RESIDENCE 9 036 CAMBRlUOB A r rNUE U � Z -- c , llt1��Y}��tt(t�a�y[� IJ/11'1 /ltry No w e Q 0- —� 11234 -0 ZZ < ZZ -� SHEET4 0F6 z EXISTING GRADE OLDIER BEAM 3 "x12" TREATED DOUG, FIR LAGGING. SEE MAT'L, NOTES, FILL AROUND SOLDIER BEAMS WITH LEAN CONCRETE SLURRY B /EXCAV I (SEE NOTES) DO NOT EXCAVATE BELOW THIS ELEVATION P/L 34' -4 0 12 AUGERED HOLE 170.0' { SEE TABLES (E)GR.+165' I 1 165.0' NO LAGGING THIS BAY I 3 SOLDIER BEAM SECTION Est SCALE: NONE 160.0 GENERAL I\3 I 1.) SOIL PARAMETERS USED IN THE DESIGN OF THE TEMPORARY SHORING ARE AS PROVIDED IN "PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED SINGLE FAMILY RESIDENCE, 2038 CAMBRIDGE AVENUE, CARDIFF BY THE SEA, CALIFORNIA" BY COAST GEOTECHNICAL, SOLANA BEACH, CA, DATED OCTOBER 5, 2011. 2 -) ALL JOBSITE SAFETY SHAI_I_ BF THE RESPONSIBILITY OF OTHERS. THE SHORING DESIGNER IS NOT EXPERT IN, NOR HAS BEEN RETAINED TO, OVERSEE OR PROVIDE REVIEW OF THE CONTRACTOR'S SAFETY PRECAUTIONS AS THEY RELATE TO THE INSTALLATION OF THE WORK PRESENTED HEREIN. 3.) MATERIAL SPECIFICATIONS: SOLDIER BEAMS — A.STM A572, Grade 50, Fy 50 ksi. LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR "NO. #2 OR BETTER" STRUCTURAL TIMBER PRESSURE TREATED WITH A MINIMUM RETENTION OF PRESERVATIVE OF 0.4 PCF APPROVED FOR GROUND CONTACT, CONFORMING TO A.W.P.A. STANDARDS M1 & C2 AND STANDARD SPEC. FOR PUBLIC WORKS CONSTR. PART 204 -2 SOLDIER BEAM ENCASEMENT ABOVE AND BELOW B /EXCAV. SHALL BE LEAN CONCRETE SLURRY CONSISTING OF ,A SAND /CEMENT /WATER MIXTURE WITH A MINIMUM OF 1.5 SACKS OF CEMENT PER CU. YD. ANGLES, PLATES, MISC. STEEL — ASTM A36. WELDING ELECTRODE — E70xx 4.) THE SHORING AND SUPPORT SYSTEMS DEPICTED HEREIN ARE TEMPORARY SYSTEMS WITH LIMITED STRUCTURAL LIFE. THEY ARE INTENDED ONLY TO FACILITATE THE CONSTRL�rTlnM OF PERMANENT STRUCTURES. THEREFORE, THE NEW STRUCTURE AT S) MUST BE DESIGNED TO ACCOMMODE ALL APPLICABLE LOADS ON A PERMANENT BASIS. 5.) NO CONSTRUCTION EQUIPMENT, SPOILS, OR MATERIAL STORAGE SHALL BE PERMITTED ON THE SOIL RETAINED BY THE SHORING. 6.) ALL SHORING DATA ON THESE DRAWINGS ARE THE EXCLUSIVE DESIGN OF 'REGIONAL SHORING DESIGN' AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND /OR USED WITHOUT ITS WRITTEN CONSENT. 7.) NO ATTEMPT HAS BEEN MADE AS PART OF THE DESIGN HEREIN TO LOCATE UNDERGROUND UTILITIES, OBSTRUCTIONS, OR HAZARDOUS MATERIALS. IT SHALL BE THE RESPONSIBILITY OF OTHERS TO SO LOCATE AND PROVIDE FOR AVOIDANCE AND /OR MITIGATION. 8.) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS FROM THESE DRAWINGS TO THE SHORING ENGINEER,. 9.) ALL INSPECTION SERVICES, AND NOTIFICATION FOR SAME, SHALL BE BY OTHERS. 10.) SPLICING OF SHORING ELEMENTS AND ALL SHORING WELDING SHALL CONFORM TO PROJECT WELDING REQUIREMENTS. 11.) THE SHORING ENGINEER IS NOT RESIDENT AT THE JOBSITE AND, THEREFORE, DECLINES TO BE DESIGNATED AS, OR PERFORM THE FUNCTIONS OF, PROJECT "COMPETENT PERSON ", AS DEFINED IN CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (DOSH) CONSTRUCTION SAFETY ORDERS, SECTION 1504, ARTICLE 2. 12.) VOIDS BETWEEN BACK OF LAGGING AND UNDISTURBED EARTH SHALL BE FILLED WITH SAND OR LEAN CONCRETE. 13.) AFTER SUCH TIME THAT SHORING IS NO LONGER REQUIRED, SHORING ELEMENTS SHALL BE CUT OFF AND REMOVED IN CONFORMANCE WITH CITY OF ENCINITAS REQUIREMENTS. 155.0' 13 �4 I I 13 8' -0 -I- 3"x`12" WOOD LAGGING AS SHOWN. TYP. - ALL BAYS. STEPPED FTG. BY OTHERS._ 150.0' SEE STRUCT. FDN. DETAILS EL.153.8'± BOTTOM OF WEATHERED TERRACE DEPOSIT PER BORING No.1. NO OVER —EX. REQ'D. FOR FOUNDATIONS. 145.0' i SOLDIER BEAM TABLE 7' -0 7' -0 1 7' -0 7' -0 REQ'D. (E)GR. +162' SOLvIER H D LENGTH AUGER BEAM #'s ft. ft. SECTION ft,(H +D) DIAM. 12 19 4' -0 3' -6 W6x15 7' -6 24" I I 1 I I Np. 13 11' -0 12' -4 W1 6x36 23'-4 24" 14 16' -6 16' -10 W24x104 33' -4 30" 15 15' -9 15' -10 W24x84 31' -7 30" 1 6 14'10 14' -9 W24x68 29' -7 30" 17 11' -6 12' -6 W1 8x35 24' -0 24" 18 10' -9 11' -4 W1 4x34 22'— 1 24" (E) 2 -STORY RESIDENCE 15 LO P/L I 0 I i� 16 17 DETAiI ES1 � I EDGE of FOOTING' FACE of WALL ELEV 2 ES2 30 ,— 1 1 1 SOLDIER BEAM PLAN ES2 SCALE:1 /4" = 1' -0 14 15 16 17 I I I M N M i E u� coI o a c v 18 19 LL U D _ 0. 18 7' -0 7' -0 7' -0 1 7' -0 7' -0 I (E)GR. +162' (E)GR. +161' TYP. z� I� 1 I 3 I II I ES2 I (E)GR. 159' I n SOLDIER BEAM Ui I I 1 I I Np. 2' -6 23' -5 Q cf) �I 14.8' Li 3 "x12" WOOD Q� w m D F M � 04VNG TYP. ALL BAYS. --o bi Ll co v B M . +149.0 LL] co �[[ I j ice— -- I /EXCAV. ow Y — V/ /�' �� SEE STRUCT. �i ..., . FUN. DETAILS B /Excav: T f �� it m I 1 SEE STRUCT. FDN. DETAILS I > I w ww } w i I -° z I °• :.. •SOLDIER BEAM ELEVATION T ES2 SCALE:1 /4" - 1' -O AUGER DIAM. TYP. 6' -3 1 1lle AUGER HOLES N.T.S. 1 19 1 (E)GR. +157' I (E)GR. +1 NO LAGGING THIS BAY TYP. PER GEOTECH. REPORT Q 0 Q U 6 W < m U, m Q mc) Z 00 z QO 0 xN W V! W I J U) U) M p N O } m a < ° oi� ion W Q o N C 0 z� a Ui Q m D U) ORAWNGNO. H IL ENGINEERING D EPA R T MEN T A P P R O VA L S REVIEWED BY SHEET L ' SMASIN MAKER C42519 RfG SN(EL DEPUTY CITY ENGINEER q If LfL /L •'f • /7- SHEET 6 OF 6 DATE DATE