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2017-13474-G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY UNE IS, DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAW AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, 2. THE SOILS REPORTS TITLED "1 CHANNEL ISLAND LOTS 1 THROUGH 71 ENCINITAS, CALIFORNIA" DATED FEBRUARY 26, 2014, AND UPDATED REPORT TITLED "SETHEE RESIDENCE 1 CHANNEL ISLAND (LOT 71) 889 CHANNEL ISLAND DRIVE ENCINITAS, CALIFONIA" DATED DULY 17, 2017, PREPARED BY GEOCON INCORPORATED SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL. GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAI SETHEE AT (818) 606-8324, 24 HOURS A DAY. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15), ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL. BE IN. PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AN OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. SEPARATE APPROVALS AND PERMITS PUBLIC RIGHT OF WAY OR EASEMENTS FOR ANY CONSTRUCTION WITHIN SHALL BE REQUIRED IN STORMWATER POLLUTION CONTROL POST CONJUNCTION NTH P ANS. CONSTRUCTION BMP/IMP NOTES WRITTEN PERMIMENTSSION 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1. FOR STORM WATER. POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET EXISTING PRIOR TO GRADING. AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUCOVER DEVICES7. INCLUDING SHORING, AND SHALL RESPONSIBLE FOR PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD CONFORMING CONFORMING EE ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. STANDARDS, A LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE THE HOURS OF 5:30 P.M. AND 7:30 A.M.NOR ON SATURDAYS, SUNDAYS AND IMP/BMP. CITY RECOGNIZED HOLIDAYS. S. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP BMP AREA / 9. NO GRADING T OPERATIONS SHALL COMMENCE UNTIL PRE -CON A E RUCT ON OR HAVE ANOTHER APPROVED VE A D DRAINAGE SYSTEM. THAT 1 D SIGNED $ E 70 COLLECT MEETING HAS BEEN HELD WEER. WITH THE FOLLOWING PEOPLE PRESENT: RUNOFF AND DISCHARGE T TO I AN ADEQUATE IMP MP, CITY INSPECTOR CI EN GINEER. NG NEE SOIL IN E R S ENGINEER, GRADING CONTRACTOR C OR AN P RMI D E 7TEE. THE PRE -CONSTRUCTION MEETING E SCHEDULED SHALL E LED 6 ALL STORMWATER BMP FACILITIES IMP SHOWN HEREON / H WN H R ON SHALL NOT BE MODIFIED OR WITH THE CITY AT LEAST 46 HOURS IN ADVANCE BY CALLING (760) 633-2770. ALTERED WITHOUT A PERMIT FROM THE CITY. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN CONSTRUCTION SITE WITHIN. THIS PROJECT THE DEVELOPER SHALL MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE BE OBTAINED. PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY HAULING OPERATION. WIRH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO UNDER PERMIT 13474-G HAS BEEN PERFORMED 1N SUBSTANTIAL CONFORMANCE HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW WITH THE APPROVED GRADING PLAN OP, AS SHOWN ON THE ATTACHED OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. THE ENCLOSURE SHALL BE SELF CONTAINED pxi TMA11PW AAI AncnieV Crrrn , OR MAY HAo A DRAIN THAT DISCHARGES C o., r y e c 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT BONDING OF WATER, HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES: A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE. DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX, NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE, CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY THEY HELP DECRE S EROSION OWNER/PERMITTEE JAI SETHEE 889 CHANNEL ISLAND DRIVE ENCINITAS, CA 92024 SITE ADDRESS 889 CHANNEL ISLAND DRIVE ENCINITAS, CA 92024 APN# 256-440-71 LEGAL DESCRIPTION LOT 71, MAP NO. 15910 OWNERS CERTIFICATE COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 760-230-6025 DATE OF SURVEY: DECEMBER 22, 2016. BY ACCURATE LAND SURVEYS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 11WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY's OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. , A E RO ION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION SIGNATURE: Z DATE:_ IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL u J S EE BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE .EXCAVATION AND ARE SOILS + ENGINEERS CERTIFICATE GRADING ACTIVITIES COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. I, TREVOR E. MEYERS, A REGISTERED CML ENGINEER IN THE STATE OF TRAINING: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE IC OF C ENCINITAS SHALL U TRAINED 70 BE FAMILIAR WITH THE CITY F ENCINITAS S SHALL B TER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE, THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT S ORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERM IKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES, DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS. WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED SAN DIEGUITO WATER DISTRICT NOTES VEGETATION CAN BE RECYCLED. NONABLE MATERIALS MUSE BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSEDSED OF OF AS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE. CONSTRUCTED ACCORDING WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. COMMITTEE (WASC). POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE RECYCLING RECEPTACLES AROUND THE SITE. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY LIMITS OF THIS PROJECT. CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE INLETS ON PERVIOUS SURFACES. PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, PROPOSED UTIUTY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE AND CONSTRUCTION CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. SIGNED: Z�l�ltnt�_ RCE NO.:__63773EXP. DATE :9-30-I.__-__ID GEOCON INDERS R I D TESAND FLANDERS DRIVE SAN DIEGO, CA 92121 858-558-558-6900 STATEMENT OF ENGINEER OF WORK RE 65124 EARTHWORK DATA STEEPEST EXISTING SLOPE ON -SITE = 2H : IV MAXIMUM VERTICAL DEPTH OF CUT = 3' MAXIMUM VERTICAL DEPTH OF FILL = 4' 20 C.Y. CUT 2000 C.Y. FILL 1980 C Y I P T PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES S. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER AVAILABLE NLCUNDS. 10 THE BESI tW UUR KNOWLEDGE THERE ARE NO . M OR OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND SERVICES. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO QUANTITIES SHOWN DO NOT REFLECT TRIMMED AS DIRECTED 1 ENGINEER WORK AND LEFT IN A NEAT PROTECT ANY EXISTING UNITIES OR STRUCTURES THE WORK ANY. SHRINKAGE AND SWELL FACTORS AND ORDERLY CONDITION.N. ALL STONES, ROOTS AND OTHER WASTE MATTER 6. MINIMUM HORIZONTAL SEPARATION OF ID -FEET REQUIRED' BETWEEN FIRE HYDRANTS LOCATED AT EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO AND SAN DIEGO GAS AND ELECTRIC VAULTS. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR SHEET INDEX BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE 70E AND TOP ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE 7, ALL WATER SERVICES BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER VERIFICATIONANDLOCATION OF UTILITIES AND NOTIFICATION OF SHEET NO. 1 TITLE SHEET IN GRADING ORDINANCE. TRAVELED WAYS, WATER METERS MUST ME BE IN FRONT OF THE PARCEL THEY ARE SERVING. OF WORK: SHEET NO. 2 GRADING AND DRAINAGE PLAN SHEET NO. 3 EROSION CONTROL PLAN 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL 8. STATE LAW ASSEMBLY BILL AB-195L IS REQUIRING THAT NO -LEAD BRASS CALIFORNIAIN BA. . CASE&SELECTRIC--(SDO)E63376070438-6200 ( ) SHEET N0. 4 -SHEET NO. a STRUCTURAL PLAN BE COLLECTED, PILED OR OTHERWISE OF OFF THE SITE THE USED T BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH AREAS THAT R IREEALL JATERIA 1, 2010, IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL D. TELEPHONE - SEC BELL - (760-489-3411 A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. MATERIALS TO BE NO -LEAD BRASS PARTS. E. CABLE TV - COX COMMUNICATIO4S-(760)-806-9809 X-2233 COASTAL LAND SOLUTIONS, INC. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS g ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. CS 577 SEWN STREET ENCINITAS, CA 92024 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. FA (7Fi0) 2230-602 THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED PHONE: (760 633-2770. US 3 ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION FAX (760) 230-6026 WILL BE S ECT TO REJECTION AND REMOVAL. WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY IMPERVIOUS AREA EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SF PUBLIC WORKS PLANNING DIVISION OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE IMPERVIOUS AREA AFTER CONSTRUCTION: 9,991 SF - - ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA INCREASED IMPERVIOUS AREA: 9,991 SF {THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE IMPERVIOUS AREA REPLACED: 0 SF , E PARKS AND RECREATION VICINITY MAP NOT TO SCALE IAaIe•va S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT PROPOSED CONTOURS 255 EXISTING CONTOURS -255 EXISTING EDGE OF PAVEMENT ---�v---�;r-sAr-•- CENTERLINE - - --- EXISTING WATER MAIN ---N------{q- EXISTING SEWER MAIN -9 -5---- EXISTING SEWER LATERAL EXISTING WATER SERVICE-^------ EXISTING FENCE X X PROPOSED CMU RETAINING WALL"'---^.0 EXISTING RETAINING WALL LIMITS OF GRADING BUILDING FOOTPRINT - DRAINAGE DIRECTION - --- -- FLOWLINE SWALE - -- CONCRETE HARDSCAPE O PERVIOUS CONCRETE DRIVEWAY 0 CONCRETE LANDSCAPE PAVERS MATH 4" GRAVEL GAP BETWEEN PAVERS * OVER 3" OF 3/4" CRUSHED ROCK BASE PROPOSED 6" & 24" AREA DRAINS WITH 4" & 6" PVC SCH 40 PIPE, S=1R MIN. 70 12" ROCK RIP RAP DISSIPATOR AT ALL OUTLETS HATCHED AREA REPRESENTS LANDSCAPED TREATMENT AREA FOR BEST MANAGEMENT PRACTICE TO BE CONSTRUCTED TO SPECIFICATIONS OF BIORETENTION DETAIL ON PAGE 7, APPENDIX C-3 OF THE ENCINITAS STORMWATER MANUAL. PROPOSED AREA IS GREATER THAN OR EQUAL TO 4% OF PROPOSED IMPERVIOUS SURFACE AREA, AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY. TOPOGRAPHY: TOPOGRAPHY IS DRAWN FROM TOPOGRAPHIC FIELD DATA DATED 12/22/16 BY ACCURATE LAND SURVEYS 4" PERFORATED SUBDRAIN SHALL TIE INTO AREA DRAIN AT BOTTOM OF DAY - - BUILDING STEM WALL, DIEGUITO WATER r SIGN DATE STANDARD F61rvrjy FIRE DEPARTMENT I%! CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. smi A$ BUILTS SRN 11-16-20 CITY OF ENCINITAS BENCHMARK ENC-26 2.5• BRASS INT. DATE GRADING PLAN OR: - -- -. DISC IN TIE S.W. CORNER CF THE MAINAcc INLET PLANS PREPARED UNDER THE SUPERVISION OF RE IN APPROVED /.JJ BO% AT THE WEST SIDE OF OU RARIONO LOT FOR i D-15 20 PUBLIC WORKS Y ' ✓ SETHEE RESIDENCE 13474- G OFFCE SUIIMNGS ON 1HE SWTH SIDE OF SAXONY /( ,� I DATE: PtnCE. 200 FEET wesT oc'.SAxonr RDAs PER R.as N N pK CHRIST HER L MAG SKU 889 CHANNEL ISLAND DRIVE teats. STE JONES DATE PLANNING R.C.E. NO. 85124 -- REAEMR sTEVEN R NEs l•7/-T$ [3t�eli� ENCINITAS, CA 92024 ELEvenoN = nstae' 11 16 20 - _. ---.- DAIUM . NAwea EXP. 9-30 19 DATE DATE ENGINEER DATE INSPECTOR PLANNING CASE N0: 17-121 CDP A.P.N. $256-440-71 SHEET 1 OF 8 Z: ACLS Job Files\CL51443 Setbee (Channel island)ACLS1443 Sethee GP 12-6-17v34..pro z 18 I con q< 0 GRADING AND DRAINAGE PLAN EXISTING ENCUMBRANCES LISTED BELOW ARE PER A POLICY OF MILE INSURANCE PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED DECEMBER 5, 216 AS FILE NO, DIV-5231065: 12 ASTFILE NO.GZ 13-02307 9ROF OFDFICIAL RECORDS. 213 _ .. THE EXACT LOCATION OF SAID EASEMENT IS NOT DISCLOSED GRAPHIC SCALE. 1"wSO" WITHIN SAID DOCUMENT AND IS NON-PLOTTABLE. OEXISTING LANDSCAPE AND VIEW EASEMENT FOR BENEFIT OF LOT Ii 71 OVER LOTS 42 THROUGH 44, RECORDED ON NOV. 17, 2015 AS 0 i0 20 30 FILE NO. 2015-0594957 OF OFFICIAL RECORDS. ELEVATION LIMITATION IS 288 FEET ABOVE MEAN SEA LEVEL AMONG OTHER - RIGHTS I$ EXISTING LANDSCAPE AND VIEW EASEMENT FOR BENEFIT OF LOT 71 OVER LOT 45, RECORDED ON NOV. 17, 2015 AS FILE NO. 7 2015-0594958 OF OFFICIAL RECORDS ELEVATION UMITATION IS - 289 FEET ABOVE MEAN SEA LEVEL AMONG OTHER RIGHTS. THIS ITEM STATED THAT THERE WAS NOT A RECORDED ACCESS EASEMENT BENEFlTTING LOT 71 OVER LOT 70. BELOW IS THE EASEMENT THAT HAS BEEN RECORDED SECURING THAT RIGHT: - EXISTING NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER LOT 70 FOR BENEFIT OF LOT 71, RECORDED ON DECEMBER 5, 2016 AS FILE NO. 2016-0664469 OF OFFICIAL RECORDS, A VIEW RESTRICTION EXISTS OVER LOT 71 (SUBJECT PARCEL) FOR THE BENEFIT OF LOT 72 (EASTERLY ADJOINS )R RECORDED ON DECEMBER 5, 2016 AS FILE NO. 2016-0664469 OF OFFICIAL RECORDS. THE MAXIMUM HEIGHT OF VARIOUS LANDSCAPE, BUILDINGS, ETC. IS NOT TO EXCEED 3D3 FEET ABOVE M.S.L. BEING 18 FEET ABOVE THE EXISTING PAD LEVEL OF 285 FEET, SAID DOCUMENT SHOULD BE REVIEWED ,g FOR MORE SITE SPECIFIC DETAILS REGARDING THE LIMITATIONS THAT j ;V MAY EFFECT THE PROPOSED BUILDING HEIGHT, 9"Ret7+vpTm ACCMNO nT`x9G• I9 7Eq.19 ACCESS FOR LOT 71 (SUBJECT PARCEL NTH THE EXCEPTION OF THAT ACCESS NOTED AS ITEM 20 OF THE ENCUMBRA CES DEPICTEDHEREON IS OVER 'TWOEX=291. LOT 74 OF MAP NO. 15910 (CHANNEL ISLANO DRIVW IPH ACCESS TO QUAIL 3"ICI pQN1N BWOFS=288 GARDENS DRIVE c,7rnj p� �E2.89 A'7 i1 C5 rEXISONG AREA GRAIN .� <28h31 TWQFS=287.90 T \ T AZ BWQEX=284.00 EX 6' HIGH WOOD FENCE '* 1 u D9HIN O Boll EXCONCRE�E�- 1 BROW DITCH CMU RETAININpGWALL SEE PIPPAN m 1 41 ` STRUCH ` ENGINEERBY 9 'SHIN $CP TW=290. 1 1 1 S \ T , 1 Pilo nvaFs=2B7 sG - ewaFs-2B4.Do � 4 =�' k -1- 1 TP A bCOASTALLAND l.`i 577 SECU STREET ENCINITAS, CA 92024 PH (760) 230-6025 FAX (760) 230-025 CHANGE NO. 1 DESCRIP STEPS V 0 1 A 3'R¢Eli t�R1N =288.80 a=2B9.25 1RFIrunOM RAe1Ml \ EX=285.10 L"UMIA = IN a RETAINING WALL SEE PLAN BY STRUCTURAL PLAN APPROVED I DATE AREI E-. EIEVARON - 170.1a• CANY - MAYORS WALL SEE ENGINEER FS=288.A -! R VIEW RESTRICTION 12' AREA DRNN RETANNG WAD. III i tY _ il _ NO. 2 BACKING RP RAP AT OUTLET 8- OUTLET flPE, S=2% '� ' } 34ir 3 -N! 2e MN. ENGINEERED SOR" CONNECT TO Ekls%0 •I" ` " ` I I Y- 3/6- GINYFL STORM GRAN 1Y - 3/4' CRUSHED ROpC" /; - SIDES ONLY PERFORATED !! CONNECT TAREA /!( -EXISTING HOUSE I 1 (1 /!� /•• / (! / % ( / ! BIIX "TNROi ORE THAN AN:D SQL' LAYER SHALL T BE X SHALL 24' CONTAIN S -60% SAND, SOUP /'Jr J �!!�'!. Mzo- NOMOREOR HARDY M p1, µ0 �] �T SOIL AN 50-BOR SANG. +"3 4' CRED ROCK LAYER SHAH BE MINIMUM OF 1Y BUT MAY SE DEEPENED TO 1.2D � '� ✓/ � ) 1 1 ( ! r.' i ( NC➢USHff NRLjP AND STORAGE ABILITY OF THE BASIN. B.b BWOFS=285. Rif ( I( ��/ THE EFPECRVE MEA OF THE BASIN SHALL BE RAT AND LEVEL. TYPICALLY, THE SURFACE EX=285.53 AREA OF THE MORETENRON BASIN IS 4% OF T1fE MP MOUS AREA TL79 -/ PROPOSED IMPERVIOUS SURFEAANP,r 707 of (NCR + 4284(NN !S'ou4 N99141t I71 N (BRUNT, TOTAL 100 rt PROPOSEDAREA2� N (Nallii 7 1808 3 of (SouM 428 o0 \\ aEa<zao.a2 BIORETENTION BASIN 28§4 NOT TO SCALE / .28 4 �ml MM. PERVIOUS CONCRETE . FEN6�q(lCI a v ,� -v FLUSH WAS '. . \� S=285.50 FS=283.30 ' r . . p ° - �. $`�,-R=2�B ° - "PERFORATED �f1TOOST 40 M PPE - 2% ° F$= 85.44 Q nx... AT WrIN CONNECT TO STORM NRMN - '�" N� p' �' AT BOTTOM OF OPoVEWAY /-FSm 285S2 LO >. \ _TOT=2654i '. ° . _ i"-P. a' I t ;, '. IF MIN. 1' 2' aRm+ED Roca , 2% ? p a\ yy 51' X 80' FIRE TURN AROUND NOTE: PER DO C A NATNkIAL READY MIX CONCRETE ASSOCIA/ATIL!t UNSgNTh PERVIOUS CONCREIE REC ON CONCRETE. ON+mCTT Rh OR APPROVED EQU00F OF INNTPI ALL THi PERMEOUS I 1 \ EX=285.20 I K° SI��SI� AREA ET �19 ,Q' '- 7WOF5=288'W ENONEERING FIELD INSPECTOR PRIOR TO START W WORK. FS=2 30 °' p BWOFS=28&M THE CITY ENGINEER MAY REOUIRE A CORE SAMPLE OF THE INSTALLED PERVIOUS \\'9� F§I 22 \ B CONCRETE VqO ENSURE HATZTHERE IISOT 8An91m THE CONTENREMOVALTOF OX F AEMENT 4" PERFORATED PVC PIPE MINIMUM OF THE PERVIOUS CONCRETE 81LL BE REQUIRED TO THE SARSFACRON OF THE ON GARAGE PIP FFP PAD 285.10\�+' - RERMEASLE CRETD\\ CONJ�FS=285±Z�b gmvEWAY 25 PPITER: 3"RBE'I'aORA1N I 9"n"vlvjz OA 1N YCx<Z$8.56 34EERO2p1l1 3"REETT OeRIN Tvc 269--11 'BKEIRCiItBVN 1 287.64; TLy=288.5(P=286.52 SC=2g6.Z1 el=ZeMe 5E=z&-L I - :CC- aro.qs FS=288.° E%28-L47. FS-- 88.7(e _ - FS=20 =288.25 - }er I c PATIOS , y Y iEI 2 1'^ _ TO -. 'I f.0140 ° I i a E=2Bi(s6'. p . DRIVEWAY SUBDRAIN ENGNEER. a SHALL TIE INTO AREA DRAIN R AT BOTTOM OF DRIVEWAY PERVIOUS CONCRETE DRIVEWAY 9' SOLID PVC PIPE NOT TO SCALE x AREA DRAIN F284N60 )E=285.10 =285. o CMU RETAINING WALL SEE PLAN S=29S 285BY STRUCTURAL PLAN 1IAREAPIP AN N IE= 22SI 8�8.._.... a. 10A to 'CANTER 21 % NSam LM170 K1 Mill g 10- 4:43'E-233,a - _ ----1WOFSs,288.OD _ _ _-_ B\VOEX_2850D R26p 1 . DIAL RETAINING WALL SEE PLAN----'------'281-•. z g', BY STRUCTURAL ENGINEER 3"REEw92R1'A TWOFS=2BBA;L - 3PK0AORp1tAI---3"AwAtlT;MIA Sam 9 '-------- -•-- Ta-268•z0 BW0EXm285.00 Td-268.33 ii11<268.94 xD=Z61.31 2L 1.19 pOCuUPA, N,CY, Fl,•NALIN,SroPECTiON�R,cLLneE+OFuSECURnTIES2 AS-BBLM, AND/OR ° ,E1a77sEEnlI�c• sL.a BER E., 74f I • Gt4 TCm28a5U FSFS=28&00 Niq -.r ,.--- ---. - - - v, K,✓,vl. f11 L „v FAyJ Ball Vr GlltilfYlll - rvc AT. DATE pLp,NS PR RED HOER THE SUPERVISION OF ;RERN D APPROVED GAIN ' "U' B SAw=E RESIDENCEL10-15-20 DATE: /%5 �7./s Es DATE PLANNING AK HRIST MAGI OSKU 889 CHANNEL ISLAND DRIVERC E NO. 6512411-16-20 NEMEVIER S7EVEN R. ES 1-V--zcw ENCWITAS, CA 92024 EXR�'"9-T30-19 GATE CI SP ENGINEER DATE INEC70R DATE PLANNING CASE NO: 17-121 CDP BUILOMC WALL OEM PER 2D17 M.12i01 Im Ira �. ,''^' •- AD=2lR.� pI U1iIM NOM NT - 0 •'• ppOFESSI6 B R. PO4 y No. 65124' Exp. 09/30/19 ii 17 31,E CACICA LF` NOM DEPARTMENT DRAWING NO. 13474-G A.P.N. #256-440-71 SHEET 2 OF 8 LEGEND 1. SET POSTS AND EXCAVATE A P. STAPLE IfIRE FENCING TO 4 BY 4 IN !, TRENCH ST AP EE RE FENCING OP ., , ALONG POSTS.TH TS oee�e ��p��l�lll CK 3. ATTACH T14E FILTER FABRIC To 4. SACKFILL AND CONWPACT THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. e �.F FILTER FABRIC WIRE DETAIL SILT FENCE NTS DOTS � f° c GRAVEL BAG INLET PROTECTION TYPICAL 0 I SEE DETAIL THIS SHEET t It y } y � } HYDROSEED ROPE PROTECTION TYPICAL St ( \ SILT FENCE AT PERIMETER TYPICAL S '{ SEE DETAIL THIS SHEET Lj.�'` +1 _< t alf a_s RUNOFF TWO LAYERS GRAVEL BASS WITH ENDS OVERLAPPED '. GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL GRAVEL BAGS NFS i GRAPHIC SCALE ]"=10' 0 10 20 30 4 GRAVEL BAGS TYPICAL... SEE DETAIL THIS SHEET HYDROSEED SLOPE PROTECTION TYPICAL SILT FENCE AT PERIMETER TYPICAL SEE DETAIL THIS SHEET I � " e _ .o-: ...,_.:......_PBS _....._ .....�.__. __...__ COASTAL LAND SOLUTIONS, INC. CL577 SECOND STREET IS ENCINITAS. CA 92024 Ri (760) 230-6025 FAX VW) 230-6026 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS ME &WE LE11 ` AS-BUILTS - - -__-- --- SRN 11-16-20 CIITYO ENUNITisGGB N°oF�'BGT INCnbeA�nBRAW TNT. DATE pLAN�ARE UNDER THE SUPERVISION Of BOX AT THE NEST SIDE OF THE PARIONG LOT FOR 10-15 20 '.. PUBUC MR KS s,s OFFICE BUIUXNET ON THE S AXO Y R OF BAXDNY �( DATE: -IS"IL PLACE. 200 FEET WEBT OF SAXDNY ROAD PER R.0.5. PUNNING 1BA1c, STE JONES DATE --- R C E N0. _65124 EIEVAPON - 175.18W 11-16-20 EHEWER STEVEN R J NES NAWBB — — EXP. 9-30—ID CI ENGINEER DATE .INSPECTOR APP OVED CHRISTOPHER L MAGD KU 13/ 2olff DATE SAND/GRAVEL BAGS (2 HIGH) o0000000 SILT FENCE HYDROSEED SLOPE PROTECTION (700 SF) HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO LL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL OR STEEPER WHEN THEY ARE: A. THREE 'FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER, 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH, 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL 1. iN CASE EMERGENCY WORK ISREQUIRED, CONTACT \ JAI SETHEE AT (818) 606-8324 1 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE S AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL --yy NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 1 I (ram I CONVENIENT LOCATIONS TO FACLITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN I$ IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. } 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES To KING ORDER TO THE SATISFACTION AFTER EACH RUN OFF PRODUCING RAINFLLO.F THE CITY ENGINEER �� SV 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. S -5: THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUN ED TO PREVENT PUBLIC TRESPASS ONTO { _-k--y��—X--_ AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. a, I\\ yN ._Z..-- ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED j? N r„. ,6GRADING PLAN SHALL BE INCORPORATED HEREON. d 8,..,._CRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. QQOFESSI 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE FIVE E IN PLACE AT THE J� R�'uQ �fiy PROBABILITY FFND ORECASTWEXCEEDSOFORTTYY PEREN CENT (40R)) DAYRAIN AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL> No. 65124 „ 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Exp. 09/110/15 a EFFECTIVE COVERAGE OF GRADED SLOPES {9G% COVERAGET PRIOR * TO NOVEMBER 15, THE SLOPES SHALL BE SSTABILIZED WITH .PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE �7FOF OF CALIFORNIA DEPARTMENT OF CONSERVATION. 7 OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. X) TR7 PLAN FOR: E RESIDENCE 13474-G BANNEL ISLAND DRIVE !TAS, CA 92024 U CASE NO: 17-121 CDP A,P.N. 4256-440-71 SHEET 3 OF 8 GENERAL STRUCTURAL NOTES 1 NOTES AND DE AILS ON FEE STRC HPN DRAWINGS TAKEPRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL DETSILE KILO, LBE USED WHENEVER APPLICABLE RFFERT45PECIFICAHONS FOR INF RTMATON NOT COVERED AI IN THESE NOTES OR DRAWINGS 2. THE GOPrRACTOR SHALL VERIFY ALL DIMENSIONS, EIEVA¶OHS, AND SITE CONDITIONS BEFORE STARTING WORK AND THE ENGINEER Y MCI IFECT SHALL BE IMMEDIATELY NOTIFIE➢, IN WRITING, READY OISCREPANCIES- 3 IN NO CASE SHALL DIMENSIONS SESCALED FROM PLANS, SECTIONS, OR DEAILS ON'bE STRUCTURAL DRAWINGS. 4, ALL OMISSSONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS ROD i OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATENTION OF,AND RESOLVED WITH, THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED 6, WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME A3 FOR OTHER SIMIIARYIORK: ANY OUESTIONSOF SUCH DETAILS SHOULD BE CONSULTER VACKTHE ENGINEER OR ARCHITECT OF RECORD, 6, THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGfNNM EXCAVATION, ]. NO PIPES. DUCTS, SLEEVES, CHASES, ETC, SHALL BE PLACED INSLABS, BEAMS OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS ETC. WITHOUT CXPRESSEO WRITTEN PERMISSION FROM THE ENGINEER OF RECORD. $. ALL MATERIAL AND WOFKMANSTIPSHALL CONFORM TO THE REQUIREMENTS OF THE 261&CBC. 9. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPOPUROLRY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCT Y OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIF3NENT SHALL APPLY CONTINUOUSLY AND NO' HE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER FREE AND HARMLESS OF ALL CLAIMS, DEMANDS AND 1 OR ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORT( ON �1-18 PROJECT, EXCEPT FOR LIABILITY ARISING FROMTHE NEGLIGENCE OF THE ENGINEER OF P£CORD, 10. VERIFICATION OF A CALIFORNIA REGISTERED CIVIL ENGINEER IS. NEEDED AND RETAINED TO DESIGN ALL EMPORARY BRACING SHORING, ANDSUPPORT REQUIREMENTS DURING (CONSTRUCTION 11. THE CONTRACTOR I OWNER / DESIGNER MUST SUBMIT MATERIAL: ALTERNATIVES TO THE ENGINEER OF RECORD PRIOR ROUSE AND POSSIBLE PURCHASE TO AVOID UNNECESSARY COST TO CONTRACTOR/OWNER! DESIGNER. SUCH ENGINEERING REVIEW IS CONSIDERED SEPARATE ENGINEERING FEES UNDER ON M E ENGINEERINGCOSTS. 12. PLAINS MUST BE APPROVED BY BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 1. THE SOILS REPORT RECOMMENDATIONS SHALL BE COMPLIED WITH BY THE CONTRACTOR 2. SOILS INFORMATION; A, PREPARED BY GOOCON INCORPORATED B-DATEO: JULY17.2017 C. PROJECT NO: G136232-08 O. VERTICAL BEARING PRESSURE 20M PSF ' (THIS BEARING PRESSURE MAYBE INCREASE BY ONE THIRD FOR TRANSIENT LOAE (BEARING PRESSURE MAYBE INCREASEDBY 0' PSFH& DEPTH. UP MAXIMUM AL OE WIDTH & DEPTH. U° TO A MAXIMUM PRESSURE OF 4000 PSFI E ACTIVE PRESSURE (UNRESTRAINED WI SO ABC TRAINEDWALL LEVEL BACKFI"_L) 66 PGF (UNRESTRAINED WALLTWALL ADDITIONAL ADDITIONALEGB" UPTO RRE WALL ADDITIONAL 12' WHERE WALLS ARE GONETHANfiFL(RESTAAINED WALLI F, PASSIVE PRESSURE:. GGDOOT PGF PW PPUT RESSURE) SURFACE QENERATINGTHE PASSWE e ZSSSURCI G. COEFFISEISMIC SURCHARGE: OF ION: ASS ff SEISMIC SURCHARGE: 2 HP F ZERb A• � P RGE- 2 S ( -,O ANOMARC AT BOTTOMY 3. ALL SITE SOIL WORK SHALL. BE DONEUNDER 0 IE DIRECT OBSERVATION OF THE SOILS ENGINEER.. 4, SOF5 ENGINEER SHALL VERIFY IN WRITING TO THE ENGINEER THAT ANY COMPACT ION SITE SOIL WORK COMPLIES WITH ALL OF THE RECOMMENDATIONS AND CONCLUSIONS OF THE SOILS REPORT: 5-THE FINISH EXCAVATION FOR FOUNUALRO 15 SHALL BE MEAT& TRUE TO LINE, 6, FOUNDATION EXCAVATIONS SHALL DE. KEPT FREE OF LOOSE MATERIAL AND STANOINGWATER AN09BALL BE CHECKED AND APPROVED BY THE SOILS ENGINEER BEFORE THE PLACEMENT OF ANY CONCRETE. Z THC TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALIDLL TO THE ENGINEER BEFORE REQUESTING FOUNDATION INSPECTION ALL LOOSE SOIL AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAINING WALLS, SHALL BE COMPACTED TO AT LEAST ROD OF MAXIMUM CENCI OR GREATER AS REQUIRED BY THE SOILS REPORT. B. FOOTING TO BE SUPPORTED ON OR PROPERLY COMPACTED FIG. SON PELT SOILS RLOORT RECOMMENDATIONS. Y ATTACH ONE DOPY OF SOILS REPORT TO THE APPROVED SET OF CONSTRUCTION DOCUMENTSSOILSREPORT SHALL BE PART GO THESE NOTES, PRIOR TO THE POURING OF CONCRETE AND URGE TO THE CONTRACTOR REQUESTING A SILILDING DEPARTMEW FOMDATON(NSPECTION, THEGEO'EGRNICALENGINEER WHAL- INSPEGT AND APPROVE THE FOOTING EXCAVATIONS, THE GFOTECIL ICAL ENGINEER SHALL FOE -NOTICE ON THE JOB SITE ANDADVISE HIE BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED WETS THE CONDITIONS OF THE REPORTTLE GCOODOINICAL ENGINEER WRITTEN CERTI€ICATION SHALL VERIFY THE FOLLOWING; A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH T IE SOLIDS REPORT. B. THF'JTILI E' TRENCHES HAVE BEEN PROPERLY BACKFILLEDANDCOMPACTED. G THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF -HE SOILS REPORT. 10, FOOTING ELEVATORS SHALL BE LOCATED WON THAT THAN BEARING {SA MINIMUM HORIZONTAL DISTANCE OF Y FEET FROM THE DAYLIGHT OF AN ADJACENT. SLOPE OR AS RECOMMENDED WITHIN THEHOLS REPORT. 11.. FOUNDATION EXCAVATIONS FILLING, AND COMMOTION ME TO BE OBSERVED BY AND DEEMED ACCEPTABLE TO THE GEOTEOHN6GAL ENGINEER OR THEIRAEPAESENTATIVE PRIOR TO: PLACEMENT OF REINFORCING STEEL ORCONCRETE. 12.A MOISTURE BARRIER MEMBRANE SHALL BE PLACED PER THE RECOMMENDATIONS OF THE GFOTECHNICAL ENGINEER. i3. NORMEESORDUCTS SHALL BEPLAOEP INSLABSOR WALL9UNLE59 SPECIFICALLY DETAILF➢.ORAPPROVEB SY THE ENGINEER.. 14. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DEVI 15, ALL ABANDONED SWINGS, UTI LTTIES,ETG, THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED- 1& THE CONTRACTOR SHALL DETERMINE THE LOCATION OF LLTLITY SERVICE IN AREAS TOB€EXCAVATED BEFORE EFORKING EXCAVATION EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENORI SOL DAMAGE CAUSED AS A RESULT OF FAIUNG TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES ARE THE RESPONSI BILITY OF THE CONTRACTOR 1I. THE CONTRACTOR. SHALL PROVIDE FOR DESIGN, APPROVALS. PEREMITS,INSTALLATCN AND MONITORING OF ALL CRIBBING. SHEATHING., AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 18. ALL DEPRESSED INCLOSE PROXIMM TOTS.=_ STRUCTURE SHALL HAVE ADEQUATE D9ANAGE OF SURFACE WATER TO MEVENT SATURATION OFSOILUNOER FOUNDATION. CHANCE NO.I DESCRIPTION 1..FOR TYPICAL FOOTING DETAILS, SEE STREET SR2.0, 2, VERIFY DEPTH OF FOOTING AND SIZE OF STEEL EINFOROEMENT WTH SOILS ENGINEER PRIOR ORTO START OF EONSTRUCTION, S. CONCRETE FOR FOOTING AND SLABS SHALL HAVE AMIN. ON DAYSIOMPRE$SIVE STRENGTH OPPlYi(UON) 6. CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH THE FOOTINq SOHEDU{E: 5, TAP SPLICE CONTINUOUS REINFORCING STEEL PER DETAIL TSR20 TERMINATE SEEMS AT FOOTING CORNERS PER ISMJG 6, ALL HOEDOWNS COLUMNS BASES, MORGAN BOLTS, POSTANCHORS, ETC. TO BE 1''ED IN PLACE AND VERIFIED BY RON 3H FRAMING CONTRACTOR PRIOR TO CALLING FOR FOUNDATION INSPECTION T. THE INSPECTOR WILL RECHECK FOR EXPANSIVE SOILS AND HOP GRADING REO'JIREMENTS AT THE FIRST INSPECTION. I. REINFORCED STEEL PROVIDE REINFORCING STEEL COMPLYING WITH THE APPROPRIATE STANDARD AS FOLLOWS: A, IF UNLESS NOTED OTHERWISE ASTM A615 GRADE60 WELDED REINFORCING ....................ASTM A206 GRADE 00 2: RED REDUCING, !EXCLUFIT NG TIER) IN CONCRETEDUCHILE FRAME, STUMFWALL BOUNDARY aEMONTS, AND MOMENTFRAME GRADE BEAMS:. PROVIDE REINFORCING STEEL COMPLYING WITH ASTM A706 GRADE SO MILLTESTS SHALL NOT EXCEED SPECIFIED YIELDS STRENGTH BY MORE THAN 16=0 GET AND RATIO OF ACTUAL ULTIMATE TO YIELD TENSILE STRESS SHALL NOT BE LESS THAN 125. 3. WIRE REINFORCING: PROW DE WIRE REINFORCING COMPLYING WITH THEAPPROPRIATE STANDARD AS FOLLOW SMOOTH WIRE FABRIC ASTMA185 DEFORMED WIRE SULDRUI ASTM.A497 5 REPAIR BENDING: BEND REINFORCINGSTEEL COLD UNLESS OTHERWISE APPROVED BY ARCHITECT(STRUCTURAL FNI GO NOT FIELD BEND REINFORCNG STEEL EMBEDDED IN CONCRETE UNLESS OTI IERWISE SHOWN IN CONTRACT DOCUMENTS OR APPROVED BY STRUCTURAL ENGINEER, 5. MINIMUM CONCRETE COVER: MAINTAIN THE FOLLOWING MINIMUM CLEAR DISTANCE BETWEEN REINFORCING STEEL AND FACE OF CONCRETE, UNLESS NOTEDOTHERWISE SLAB ON GRADE_ ._CENTER OFSLAS CONCRETE BELOW GRADE FORMED_... .. _..._2INCHES CONCRETE BELOW GRACE-LGRVRMED -._J INURES WALLS ABOVE GRADE- EXPOSED TO WEATHER .... ..... _2 INCHES WALLS ABOVE GRADE NOT EXPOSED TO WEATHER ... ......I INCHES COLUMNSCIEM TO FACE OF SIES __.. .............. 1.5 INCHES BEAMS CLEAR TO FACE OF TEA.- ._._,13INCITES STRLFRO M_ SLAB TOP AND WOROM 11 1..:....."1 INCHES & ALL REINFORCING STEEL ANCHOR SCLTS, DOWELS. AND INSERTS SHALL BE SECURED IN POSITION WITH WIRE POSITIONERS BEFORE PLACING CONCRETE GO GROUT. J, SPLICE LENGTH- CONCRETE CONSTRUCTION: LAP REINFORCING STEEL AT SPLICES TOIPNGTHS INDICATED IN STRUCTURAL DRAWINGS: LAP WIN F FABRIC 1.5 SPACES UT MINIMUM] 8. SPUCELENGTH MASONRYOONSTRUGTION; LAP REINFORCING STEEL AT SPLICES A MINIMUM OF PC BAN DIAMETERS AND NOT LESS THAN no INCHES UNLESS NOTED OTHERWISE. INCREASE SPLICE LENGTH.BY 306% WHENCLEAR DISTANCE BETWEEN'ADJACENT REINFORCING STEEL IS 31NCHES OR LESS. 9,'MINIMUM CLEAR DISTANCE BETWEEN PARALLEL REINFORCING: MINIMUM CLEAR DISTANCE BETWEEN PARALLEL REINFORCING STEEL. INCLUDING SPICE BAR, SHELLI BE THE GREATER OF I INCH OR 1 BAR DIAMETER, MINIMUM CLEAR DISTANCE BETWEEN FARALLEL REINFORCING STELE AT COLUMNS SHALL BE THE GREATER Or,5 NCI IES AND 15 BAR DIAMETERS FOR BJNDWO CARS, MINIMUM CLEAR DISTANCE BETWEEN GROUPS OP BUNDLED BARS SMALL BE SAME AS SMOLe BARS EXCEPT BAR DIAMETER, IS DERIVED FROM EQUIVALENT TOTAI, AREA OF BUNDLE. 10 WELDEDNEMFORCING: WELD REINFORCING STEP PER REOUIREMENTS OF AMERICAN WELDING SOCIETY TAWS) FLA AND APPLICABLE BUILDING CODE: SUBMIT PROPOSED WELDING PROCEDURE TO ARCHITECT (STRUCTURAL ENGI SLED AND GOVERNING CODE AUTHORRY PON APPROVALBEFOR€ WELDING WEIGH RS SHALL BE CENT1FIEL AS REGALED BY GOVERNNG, CODE AUTHORITY 1, ACT PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'BUILDING LODE R€OUIREMENTS 50R REINFORGED OONORETE {AEI CO LATE6TAPPROVEO EDMON) WITIH MODIFICATIONS AS NOTED IN THE DRAWINGS AND SPWIFICATIONS. B CEMENT SHALL CONFORM TO ASTM C150, TYPE 11,W)GRATIO - 0,46. AGGREGATES FOR NORMAL WEIGI IT CONCRETE SHALL CONFORM TO ASTMCSB 31 READY SIX CONCRETE SHALL BE MIXED AND OELIVERHD IN ACCORDANCE WITH ASTM C64, 4, OCINCRETESHA L HAVEA MINIMUMCOMPRESSIVE STRENGTH AT2B DAYS (LLN Ol AS FOLtflW3: FCOTN35: 3S00 PSI SLAB ON GRADE' :3500 FIR 5. ADMIXTURES MAYBE USED WITH PRIOR APPROVAL OF THE ENGINEER 8. ADMIXTURES SHALL COMPLY WITH ASTM 0494 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OF THE GONCRETE. BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORNESFNLLNOTBE USED). T. NO CONDUIT PLACED INA CONCRETE SEATS SHALL HAVE AN OUTSIDE DIAMETER GREA'C$TFIAN 1 R-HE THICKNESSOFTHE SLAB. 6. NO CONDUIT SHALL BE EMBEDDED INA SLAB -THAT ISLES$THAN 3-VO THICK. EXCEPT POR LOCAL OFFSETS, MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALLBE THREE DIAMETERS ON CENTER. A PAOJEGTIM1 OOPNERSOFSLABS,BEgM9 WALLS ,COLUMNS, PRO, SHALL BE FORMED WITH A3/4' CHAMFER iR HIGHER TO DRAWINGS OF OTHER DISCIPLINES FOR MOLDS SECURED, GIFTS, ORNAMENTS, OR GROUNDS REWIRED TO BE CAST INTO CONCRETE: I (CONTRACTOR SHALL SUBMI'FMM DESIGN6 POR REVIEW BEFORE FA AHIGATtON AND INSTALLATION. 12. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED, ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT 13. PROVIDE BY DIAGONAL BARS AT CORNERS OF WALL: FLOOR, AND ROOF OPENINGS AND INSIDE CORNERS OF FLOORS. 1E READY MIXED CONCRETE SHALLTOONFORMTO ASTM C94. 15. PLACEMENT OF CONCRETE SHALL CONFORM70 AD 3" GLEAN AND ROUGHEN TO H AMPLITUDE FOR ALL CONCRETE SURFACESAGAINSTATHICH CONCRETE M TO BE HADED,. 18, ALL EXPOSEDCONCRETE SHALLHAVE A SMOOTH FORM FINISH USNGB.B PLYRCRMCLASS I EXLAPA PLYWOOD. 17. ALL SLABS SHALL HAVE ATROWEL FINISH EXCEPT AS NOTED ON -BE DRAWINGS.. 1B. ALL REINFORCING STEEL ANCHOR BOLTS, DOWELS, AND NS€978 SHALL BE WELL SECURED N POSITION PRIOR TO PLACING DONA'RETE 12. IF THE CONTRACTOR REQUESTS TO MAKE ANY CONSTRUCTION JQINTBOTHER THAN THOSE SHOWN ON THESEDRAWINGS,, THEY SHALLBUBMIT DETAILS Or CHANCES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE 6TARTNG WORK. 20. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 21- PROVIDE X INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS. U O NIt . I 22. SLEEVE PLUMBING OPENINGS W SOIWITH NGNWGORAGSIVE SLEEVE BEFORE PLACING I CONCRETE AND BEND REINFORCING AROUND SLEEVES. ES. CONCRETE CURING; TYPICALLY REQUIRES A MINIMUM OF NO DAVIS APPROVED DATE BENCHMARIf" AS -BUILT SRN 11 16 20 CCY OF ENCINITAS BENC^MARK EW-26 2 EG BRASS DISC IN THE S W CORNER OF THE DRAINAGE IN 7- BOX AT THE WEST SIDE OF THE PARKING LOT FOR CrFFF BW DONOR ON THE SOUTH SIDE OF SAXONY PLACE ROD FEET REST OF SAXONY EGAD PER NOS. 16416 DATUM NAVnaB gp CUM -NON -- 1 CONCRETE MASONRY WALL SHALLH HAVE A MINIMUM 28DAY COMPRESSIVE STRENGTH SPUR-1500 PSI: S A E 2 CONCRETE MASONRY UITS SHALL BE MEDILM.OR NORMAL WEICUT UNITS LONFORMNGTOASTM C 90 GAME NI WTH MAX LINEAR SHhINKAGEOF 006%L>800 PSI MINIMUM)_ 3 MITRTATII RFTYPF 4q (SUMMITS iFOR PSI AT PA DAY5) 4, GROUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY VOI UME: i PART POLL LAND CEMENT. S=:-ARTS SAND, 2PARTSPEAGRAVEL. AND WFFICIENTWATER`ORPGURING'WIT iOUTSEGHEfiATIONOFGROJT CONSTITUENTS (MIN COMPRESSIVE STRErmxH OF ORM PSI ATOR QAYS). 5, ALL OJISSHALL BESORT GROUTED, ONO 6. ALL HORIZONTAL REWFORCEMENTSHAU-9E PLAGEDIN. EONDBEAMOR. LINTEL BEAM UNITS. ].. WHEN GROUTING IS STOPPED FORENE HOUR OR LONGER; HORIZ CONSTRUCTION JOINTS SHALLBE LOOMED BY STOPPING OF GROLT POUR 1 10 BELOWTOPOF THE UPPERMOST UNIT. S. ALL BONDBEAMBLOCKSHALL BE DEEPCUT'JMS, 9.. PROVIDE INSPECTION AND CLEW OUT HOLES AT BASEOFGROUT LIFT POF VERTICAL CELLS HAVING GROUT LIFTS N EXCESSOF SO.OFHEII DO, ALL GROUT SHALT, BE CONSOLIDATED WITH AMECHANICAL VIBRATOR. 11. ANCHOR BOLTS MUST BESET WITH TEMPLATES AND HELD IN PLACE PRIOR TO GROUTING. PAOVIDE AT LEAST ONE INGHOF GROUT BETWEEN ANCHOR BOLT AND MASONRY. 12, UNLESS OTHERWISE REQUIRED OR INDICATED ON THE PROJECT DRAWINGS HEAD AND BED JOINTS SHAL_BE BM NCIH THICK EXCEPTTHAT THE THICKNESS OF THE BED JOINT OF THE STARTING COURSE PLACED OVER FOUNDATIONS SHALL NOT BE LESS THAN TIC INCH AN➢NOT MORE THAN A4INCH: ID CONTROL JOINTS TO BE PLACED AT BY O,C., EXPANSION. JOINTS TO BE PLACED AT 1 W' OF PROVIDE LAYOLT FOR SEOR REVIEW. 14, CONCRETE BLOCK UNITS TO BE STAGGERED(COMMON .SOND)AND ARE TO HAVE THE VERTICAL GOICINUC", OF CELLS UNOBSTRUCTED, LL A MINIMUM CLOSE DISTANCE BETWEEN REINFORCEAENTAND THEADJAGENT INIERCO SURFACE OF MAGONRYUNI' $HALL BE TOY, L STRUCT ORAL OBSERVATION IS PROCTER FOR THIS PROJECT IN ACCORDANCE WITHCBC 1710. STRUCTURAL OBSERVATION IS: THE VISUAL OBSERVE LOU OF THE STRUCTURAL SYSTEM BY ALICENSED DESKIN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVEDCONSTRUGTION DOCUMENTS. 2 STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBWTY FOR THE REQUIRED INSPECTIONS BY THE LOCAL BIT LD ING OFFCIAL 3. THE OWNER. SHALL: EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATION SITE VISITS, AND TO ISSUE ALL. STRUCTURAL OBSERVATION REPORTS. 4. THE DESIGN EINGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL OBSERVATION SITE VISITS ON THE 5, REFER TO THE STRUCTURAL OBSERVATION SCHEDULE FOR MINIMUM SITE NSIT OBSERVATONS. CONTRACTOR TO PROVIDE AMIMMUM OF 5 WORKING DAYS ADVANCE NOTES OF REQUESTED OBSERVATION 6, THE STRUCTURAL OBSERVED CHALLPREPARE STRUCTURAL OBSERVATION REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. ], ALL STRUCTURAL OBSERVATION REPORTS, REGARDLESS OF FORM USES. SHALL INCLUDE THE THE LICENSE STAMP & SIGNATURE OF THE STRUCTURAL OBSERVER RESPONSIBLE FOR THE PROTECT. 8 EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER OR OWNERS REPRESENTATIVE PROJEcxcaNTRACTOR, AND THEBUILDNO wBPeGT6R: 9. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES &THE FINAL STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR ACCEPTANCE OF STRUCTURAI WORK BY THE BUILDING INSPECTOR,. 10. TO THE FINAL CONSTB CITON ON RINTNT &THAT ALL PREVIOUSLY U STRUCTURAL EFI IE CONFORMSHAVE E $ E BEEN CORRECTED EDCONST3UCTION DOGUMENF58THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES ES HAVE BEEN CORRECTED 1 L FINAL INSPECTION OR OTHER ACCEPTANCE OFTHE STRUCTURAL SYSTEM BY THE CHIEF BUILDING OFFICIAL OR DESIGNEE WILL NOT OCCUR UNDLTHE FINAL STRUCTURAL OBSERVATION REPORTIS REOE'VEO. 12 THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE STRUCTURAL SYSTEMS, REVIEW& APPROVAL BE SUCH CHANGES BY THE CHIEF BUILDING OFFICIAL OR DESIGNEE, SHALL BE OBTAIN ON WE RESIGN PROFESSIONAL AND/OR CONTRACTOR PRIOR TO INSTALLATION ANCHOR CONSTRUCTION OF SAID CHANGES- PATTERSON ENGINEERING WO FORT STOCKTON➢RIME SUITE 201 SAN DIEGO, CA 92103 ASS, _petlersonen4aum PHONEBSS-0PSP43i I. FABRICS, I ION AND ERECTION OF STRUCTURAL STEEL SHALL MIN ACCORDANCE WITH THE AGO $PEGIFICAT ON$ FOR STRUCTURAL STEEL BUILDINGS (CRITIC &84110) WHEHE THESIHUCIUANESTEELIS EXPOSED .FABRIC TION AND MOUTON SHALL ALSO BE N ACCORD ANCE WITH ALSO ODEQFSTANDAR D PRACfCE FORARCHITECTURALLYEXPOSED STRUCTURAL TEFL. 2. STRUCTURAL STEEL SHALL CONFORM OAST D-SITG (W: J PAINTING G OF STEEL IS NOT REQUIRES STRUGTUPALLY, VARIATION IN THE YIELD STRENGTH MEOWTHE $MECTRED MINIMUM VAI UL Ib NO! ALLOWED - ALL OFFER STRUCTURAL A992_GRADE hU(AWWHERE GRADE NO WHEAENOTEb) PLLOTHERSTRUCTURAL SECTIONS A36 (FO 36U SQ (A3fi WHERE NbFEO) PLATES A_KS, GRADE RSS (COLUM ASKS, GRADE B(Fy-46ksi1 ry ANCHOR BOLT GI554 RADE GRADE (Fye36k61) ANCHOR S ANGLES, SHAPES, AWI ABRAU E 36 CHANNELS ANGLES, SHAPES. BARS A36VA36M LLN O. SI MEMBERS IN THE SEISMIC FORGE RESISTING SYSTEM INCLUDE BRACED FRAME COLUMN$ BORDER FRAME BEAMS BRAOM DRAG BEAMS MOMENTFRAME BEAMS, AND MOMENT FRAME COLUMNS Y, HIGH SIRTNG tI NOL 18 SHALL BE INSTALLED IN ACCORDANCE WIFE THE CURRENT IDESGIND EDIT ON OF AI SC SPECIFICATUMFOR STRUCTURAL -JOINTS USING AaTM A3250A SASS BOLTS. HIGH STRENGTH BOLTS SHALL BE BEARING TYPE WITH THREADS EXCLUDED FROM THE FROM THE CHEAP PLANES (LE A325 X) UNLESS NOTED OTHERWISE SLIP CRITICAL BOLTS SHALL BE USED FOR MOMENT AND DRAG CONNECTIONS_ 5 ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS SHOWN OTHERWISE. MINIMUM SIZE OF BOLTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE Ere" DIAL EXCEPT WHEN OTHEFW'SE, SHOWN OR NOTED, R WHEN FABRICATING BEAMS PLACE NATURAL DAMSEL UP- A. ALL FLANGE STIFFENER PLATES SHALL BE MADE FROM BI-DIPECTIONALLY ROLLED STEEL PLATE B CONDITION OF STEEL ON DELIVERY SHALL BE PER THE CURRENT (DESIGN) EDITION OF A44G SPECEIGAT IONS FOR STRUCTURAL STEEL BUILDINGS. 9. SEE ARCHITECTURAL PLANS FOR DETAILS OF FIREPROOFING, 10. ALL HOLES SHALLBESTANDARD DIAMETER ON 11, INSTALL BOLTOEXPANSCIA ANCHORS IN CONCR€TE AND FIELD VERIFY AS BUILT LOCATIONS PRIOR TO FABRIGATION OF BOLT HOLES N NEW STEEL MEMBERS AT CONTRACTOR OPTION.OVPRSIZEDMOEESRND WELDED PLATE WASHERS SAN RE USED IN LIEU OF STANDARD DIAMETER HOLES. 12. PROVIDE HILLS AT SPLICES OF PARTS HAVING MORE THAN 11 DIFFERENCE IN THICKNESS. 13, PROVIDE BEVELED. WASHERS ON ALL CONNECTIONS WHERE SLOPE SURFACE EXCEEDS I NO, 14, SPLICE SEMI LY WHERE INDICATED. I STRESSES AT ALL TIMES SHALL BE LESS THAN DESIGN AND ALLOWABLE STRESSES THE FULL DESIGN AND LOAD CARRYING CAPACITYOF THE STEELWORK SHALL NOT BE IMPAIRED DUE TO FABRICATION, SHIPMENT. ORYRECTION PROCEDURES, THROUGHOUT THE COMPLETE PROCESS, THE STABLLITY OF ALL INDIVIDUAL MEMBERS AND ASSEMBLIES SHALL BE MAINTAMEG 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THECONTROLOF ALL ERECTION PROCEDURES AND SEOUENOESWITH RELATION TO TEMPERATURE DIFFERENTIALS ANDWELOSHRINKAGE CONTRACTORTG SUBMIT WELDING SEQUENCE PROCEDURE FOR APPROVAL BY SEOR. 17. ALL BASE PLATE TO BE FUI LY GROUTED AND REACHES 28DAYS STRENGTH PRIOR TO LOADING, 18. ALL ANCHOR BOLTS IN BASE PLATES WITH OVERSIZED HOLES. SHALL HAVE 3112 IN SET WASHER PLATES ONO. THICKNESS OF WASHER PLATES SHALL BE ELEA T1LIES THE DIAMETER OF THE ANGHOBBOLT$I PLATE WASHERS SHALL BE WELDED TO BASE PLATE WITH 51% FILLET WELD ON ALL SIDES. 19. ANCHOR BOI: A TO HAVE DOUBLE MOTOR EMBEDDED SIDE L NO CIE. ALL PERMANENTLY EXPOSED STRUCTURAL STEEL AND MSCEIAMOUS METAL SHALL BE HOT DIP GALVANIZED AFTER FA981CAT10N D.N_0, D ALL STRUCTURAL STEEL MEMBERS ARE TO BE CONSIDERED PRIMARY MEMBERS PER COG SECTION T('4.3. SEE ARCHITECTURAL DRAWINGS FISH: FIRE PROTECTION ENCASEMENT DETAILS.. L Ey -"11 t WEIRD JO s i c z J.':r Y M qy I tt `.c''ni s awn, 5 I�Pt �(Q 6.�. B. U 1 � Ir .. .. '.S.l f..... .3 t.. -. �....i'3 II d S .TOLE .. ..,_�_ f ,�G vY F GH L ACI AMERICAN CANGRETE HAD THE K KIP IOW LEE NAC AMERICAN INSTPUR OF ETEET CONSTSMOTI N LES POUNDS AL7 ALTERNATE SAI MANUFACTURER ASTµ AMERICAN SOCIETY OF TEST OR MUERAL6 Ms. MASONRY A.B, ANCHOR BOLT MAIL MA ERIAL ARCH. AALNITECTURALFiANS MAX MAXIMUM 0 At MB. MACHINE BOLT BGI BOISECASCAKE 1"LCIST MECH MEG ANIGAL BLDO SURGERY MN. MINIMUM 6LKG BLOCKING MISC 1:IPI SCREW ISM BMM (IS NEW IPN. 90UWARYNAL INC. NATURALGRMIE. POP 5070M OF VIER NO NUMBER GOT BOTTOM MS NOT TO SCALE 6iR. SEARING DO ON CEMcR ILL WUNIHILPI PL 'LATE OCR &I FAIR PILL YOUMIR E tlNlAM TOOT H AD CONTROLJOIM ELYJAR FLYWOOO G.J CEILING JOIST FRI PANEL an GELLING SAL PRECAST ALL COLUMN PBS POUWDSPERGCIIAREFOGT GONC. CCNGRET PM POUNCSPERStlWRE,NLH OONST CONSTMJQIIGN PT POST TENSION CONN CONNECTOR RLILL PRESSURE TREATED DOUGLAS FIR GONG CWTMLCUs RB R,UQFPPAM a& ODSAM FIR FEE REFRLNJJiF FIX F.AMFTER PULSE 6EINFORCEMEM DIM DMENSION ROOD RAR IRED DBL DOUBLE REV. REVISION HN COWS SCHOOL SCHEDULE 0`1 OSWIL SEAT SOLION DWG KO NING RW SHEET PA LACK SIM. GMItAR EE IFAGHFACE SPEED SPOLSIOATION L ES PLASTICS Gq SCUARE EN. EDGE DAL Gs $TNOTURA"FLECT SO EQUAL STD STANDARD EM. £ACHWAY ALL STEEL (E) EXISTING STRUCT STRUCTURAL EXP EXPANSION AW. S I MEECH STRONG WALL MIT. OPPOSE SSW DWSONs ELLsaONGWAIE FIR FLUSH BEAM 8tl TOP OP AND BOTTOM END FOUNDATION T,OG, NN FINISHED TO 76'OF FOOTING FLWRICIST T.OP. TO' OFPIER FTG, ROOTING LOs CA FAUS, TOW, ALL GOES GALVA41ZK LET TYPICAL 4YP_ cYPSLM UNDO. UMEOS NOTED OT ORWISL VYP.ED. GYPSUM80AR0 VON- UNLESS OTHERWISE NOTED COG GLUEIAM'DEAM (V) VERT CA, (10 HDR<ON1AL VATIC VFREY IN Ento MDR HE DES. VOL, B01SECA DAIi_VERSA.UM I,F. INSGEFACE WI wRfl INSULT INSULATION YOUR WELUED WIRE RENFORCIOUNT JUL INTEwoR SJAQCr09AL WALL4 RE1/ieWULU l rl AAJO AMill 110 III C-5GSLCaif/'G As RL,P 17-/97/ - APPROVALS DESGN SYL DRAWN BY. ' CRECK IIVT ENGINEERING DIVISION APPROVALS CITY OF A;NCINIID1S -- PUBLIC cKP -- - se DKP ENT. GAFF TEL ANS PREPARED U AU_ THE SUPERVISION OF RE M F ED APPROVED GRAD HNC FLAN CR PUBLIGWNPKR y� SFIPHFN.` KN,SIiiF,�NC,E - 1LANWN3 J� �✓ DATE: DECEMBER DOLL 7017 i. !1/fc B89 CHAN'Nh;l, ISLAND DRIVE DATE -___ - - /�2'--� S E. NO 5529 s N OWRa „HIz13TOP eR L, alacD 111620 REAEWLR CURTIS KALEM PA I1eR5LN LNG I' -1 1-3YCC0Wk DATE DATE ENICl I'AS, C$ 92024 PLAN NG CASE N0: 17-12T CDP DATE INSPECTOR _ - NO, 13474-G A.P.M. #256-440-71 I SHEET 4 OF 8 CHANGE NO.I DESCRIPTION I APPROVED I DATE P TUMT PAYEES 8' I PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE BELOW NEED SECTION OF THE 2016 UALIFORNIA BUILDINGCODE, 2 WHERE SPECIAL INSPECTION GREQUIRED, IT SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR EMPLOYED BY THE OWNER AND APPROVED BY THE GOVERNING JURISDICTION. COPIES OF THE INSPECTION REPORTS SHALL. BE SUBMITTED. TO THE BUILDING DEPARTMENT AND ENGINEER FOR REVIEW 3.A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK RECL(PING SPECIAL INSPECTION, MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICE4 DIVISION. A THESE ITEMS ARE IN ADDITION TO THE BUILDING DEPARTMENT M1"HOUIREMENTS.. 5 THE SPECIAL INSPECTOR MUST BE APPROVED BY THE LOCAL JURISDICTION. 6 THE TESTING LABORATORY MUST REAPPROVED BY TH.. LOCAL JURISDICTION, D A PROPERTY OWNERS FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED BY THE PROPERTY OWNER,PROFcRTY OWNERS AGENT OF RECORD-ARCMT{CT OF BECORD OA ENGINE€R OF RECORD AND SUBMITTED T07HE INSPECTION SERVICES DIVISION e THE SPECIAL INSPECTIONS IDENTIFIED ARE IN AUDITION TO THOSE AEOUIRED BY SEC.10A OF THE BUILDING CODE, As AMENDED,SPEOIAL INSPECTION IS Ell A SUBSTITUTE FOR INSPECTION BY A LOCAL dUR1SDICPION NSP50TOR. 9 SOILS SPECIAL INSPECTION SHALL BE PERFORMED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (SOILS ENGINEER On GEOTECHNICAL ENGINEER OF RECORD), WHO HAS PREPARED THE APPROVED GEOTECHri INVESTIGATION REPORT IA ITEMS REQUIRING SPECIAL INSPECTION 11, THE SPECIAL RAPECTOR MUST BE CERTIFIED BY THE LOCAL BUILDING OFFICIAL, DEVELOPMENT SERVICES. IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTIGN,. 12 DAMPICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL BUILD NG OFFICIAL, DEVELOPMENT SERVICES, FOR THE FABRICATION OR MEMSERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATtlWS SHOP, 13. FABRICATOR SMALL SUBMIT AN APPLICATION TO PERFORM OFF SITE FABRICATION'' f0 THE INSPECTION SERVICES Di VISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 1G FABRICATOR SHALL SUBMIT A' CERTIFICATE OF COMPLIANCE FOR OFF SITE FABRICATION TO THE INSPECTION SERVICES 01VIBION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES, 15 A PROPERTY OWNER S FINAL REPORT FORM OF WORK REQUIRED TO HAVE SPECIAL INSPECTION TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNERS AGENT OF RECORD, AROHITFCT OF RECORD, OR ENGINEER OF NECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 16. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN AUDITION TO, AND NOT SLIBSTITJTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY BUILDING INSPECTOR, 17, NOTICE TO THE APPIUCANTi RAT ERIOWNER'3 AGENtPARCdITECT OR FER(Pe A OF RECORD. BY JSBNG THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION INSTALLATION OF THE WORK SPECIFIED HEREIN YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF HE LOCAL BUILDING OFFICIAL FOR SPECIAL P P I A INSPECTIONS AND THOSE REQUIREMENTS REO(RED BY THE CALIFORNIA CON TRUCiION CODES 18- NOTICE TO THE CONTRACTOR 5 BUILDER+ INSTALLER 1 SUB CON TRACTOR I OWNER-BUILCBE BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/ INSTALLATION OF THE WORK SPECIFIED HEREIN YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILOING OFFICIAL FOR SPECIAL INSPECTIONS STRUCTURAL OBSERVATIONS, COPSTRJCTION MATERIALTESTIING AND ORE SITE FABRICATION OF BUILDING. COMPONENTS. CONTAINED IN THE STATEMENT OF SPECIAL WSPECTIONS AND, AS REQUIRED BY CALIFORNIA CONSTRUCTION CODES. SOILS. CONSTRUCTION ICBC 1705.61 Item Type of Inspection Detailed instructionsand frequences Verify subtracts is adequate Prior to placement of concrete. to achieve design bchrMg ❑Continuous ®Periodic Uarknoty Verifyexcavationsa extend tocracksdepth and ❑EontinmoUp RParlotlic Four to placement of Compacted fill or material 4olKrete. Verify that subgrade has been apprrgpdately prepared ❑Continuous `u9 Periodic Prior to placement ofconclete. Perot to placing compacted fill'. Perform classification and All raaterialsShall be checked at each testing El continuous ZPeriodic ftfor prQpBrtlassiflotians and of restricted fill materials I gradations not lass than once for each 10,000ha of surface area. Verify proper materials, densities and lift thicknesses during 0ContmUOus ❑Periodic placement and compaction. PATTERSON ENGINEERING 928 FORT STOCKTON DRIVE SUITE 201 A& $ N DIEGO CA 92103 area p d aonengaom PHONE 856-6050931 AS —BUILT APPROVALS DESIGNED BY. DRAWN Ev:- cHECKEO Br. _ Cap I Cl CKP IN DATE PLANS PREPARED UNDER THE SUPERV'SION OF PUBLIC WORKS Jrcydb/2OGO DATE: ❑ECEMBEP 29 TI TTERSON DATE PLANNING,r^' SE NO. 5629 'IJ 11 16-20 REVICMv CkRTIS KALEM — TTp NGINEER DATE INSPECTOR PATTERSON ENE, a 30 /Qa_,_ F. Type Oflnspection Detailed Instructions and frequences PRIOR TO CONSTRUCTION (ARTICLE LIS, TM$-02tACI S30.2-33F Ccontinuous 9perodic Verify p" rI placing t that einfchic is Item Type of Inspection Detailed instructions and frequences Reinforcing Steel, Incltlliling f specified type grade ant see that it Is free of I r Verify that matd rah conform to the eq remenas prestressing tendons oil, d t and rust,1hae it is located and paced Drapery, flat Lksbends, airtime and I Review material Demarcates, 1rContinuous 9Process Of the approved constructionnd r imix supplemental reinforcement are placed concentric I mxdesgns test Issuh5 and decade, test Results, material certificates, and that be lengths, stagger and hewn are provided; onztruct Dn. procedures cJnshuctian procedures should be submitted for andthateli nlmnan lconnections dre installed : review. Mortar mix designs shall conform to ASTM par the manufacturer s instructions and/or C 270 while grout shall conform to ASTM C 476. c`velGallon r@port. Material c_ertlf dhis shall be provided for The following. . reinforcement, anchors, e Densities, add metal aaeI m N and Cut-in bolts is scot@de inspection 1. h rs : Embeds a tin concrete is NPeriodic qallowable None hve been Increased 1 g t ter al C t t trot d for o where t gth d s g ed, ob weather or hM weather construction shall be, reviewed Post -ipSfAl a{tOutlets .D+doweli. ❑.Epnbnuou5 ®PeriUtli¢ MI pos T11d nM1 :/d Is snail be specally AS CONSTRUCTfONHEGYNS (TABLE S.34.2,TM5�102(AC1630131. inspected 05 required by the approved lI is eport Proportions of site -prep red El Continuous RPeriodic Verify that mortai of type polo Specifiedi Use of required mix resin 9 % Verify that all mixes used comply with the approved ❑Eontimori 1 0Perlodlo corelrcetg0documentaACOMo Ut AS25.d,aad mortar on the construction documents, that it conforms to IBC RUN 3,1913.2,19133. ASTM C 29q and that it is mixed do eceiime with Article 2.6 A of THE GCIACI 530.1-13, Cdoorere urr in0 for strength Counts Asian of mortaTjolnK Dcontinuous RPeriodc Verify thatmort lalnts comply wnh Adds 338 of tect5, trump air content, 3Continuous ❑Periodic And temperature TMs GOUAC153D. 1-13. '.. Verlfythus"re5ia551ng tondo us century with Article Concrete& ShWrR" placement 0continuous El Periodic Grad6 and size of plest+es5ing ❑Cohenrous RPeriv tendons and anchorages 2.48of114&602/ACI MA 13 and that anchorages, , couplersand end blocks comply wide Article 34H. Verify that the ambient temperature far Cathode — Location ofefJ e ant DContnual RR Periodic Verify that reinforcements placed in accordance Came pormermorre and u(Pritirwau; aPeriodN is kept at > SWE for atlast 7 days after sparansidneric and prestressing with Article 34 of TM56021AD 530113 techniques placement. High -early strengthm to malt be kept at > DOT for atleast 3 day.Accelerated Tendons and.anchorages Prestressing tedon hall be plated per Article 3,6 A. cutgmethods may b used (see AG 8185,113), The mb nttemperature for shotionere shall ber Prestressing tech mcpse 0Continuous Rgedodic V rNthaferesheaslne teodntque complieswth 40T for the procrool of time as noted for A[Ia1e366uf TMS60VACI530JUS concrete 5h t hate shallb kept. compirmusly moisti at least 24 hours after Ail Propertlas ofthlmbed mortar DContinuous 13 Poo do Verify that mortar complies wiM.Artlde�l Cof crate materials, reinforcement, forms, fillers, for AAC masonry iM5b02/ACI5301-11 PRIOR TO GROUTING (TABLE 1.19.2;:TMS402JAC1530-13): and ground shall be free from firest In but Weather Oneiorlx that measarK -- ---- Verify that grout space is free. of remake droppings, ensure appropriate are t N nto avoid plastic shrinkage cracking and that the specified water/cement ratio is not exceeded dl EASE aggregate, and other a leteuous. Groutspese IT Continuous RPetoxi I materials and that elements provided per ] Article31Da d32E fTMS602/ACI 5301-13, PY@aGassetl ronpretd RLOOtuu0u5 ❑Perlmit {pntlnxi depectans required{or Risk Category IVbddime. Verify that all p it elements lifted, EreftipnotprecastconGre!¢ LlContnuous RPerlotlld a bl da dbac di dance with the approved ante ce documents, Grade,tyo and sheaf Verifythat reinforcement joint reafdreemen„wail et to c2 t tla hor boles, "d prostres[ig tendons jjcon[indWS RPxlotl t nor bolt tiveneerM1 comply with th approved coon documents and section Veniv that adequate str.mom has been achieved Strength petlhnetlon ❑Centmudus RPedodD Yerry me L UM forhiplaced FAU M expernent of rumforcempart. Fbnnwodt pcon dp Pass NPeriodic to the shapes,rues, andtl a of the embers' cometrars, and prestr slog a5.requited by the approved construction tendons and anchorages documents. Reinforcement Verity that ASTM A 615 teinfomn steel used in o 615 in spec in with complying N g M1eansofctifi ll with ACponse, 21.1: 3b A f 0 ab $ sTMn6ss'n5 D. v sp ecial moment continuous Periodic D ® e r 50{[eY[fpd nill[eilre uf15.1f this reamed. cape lal structural walls P 1 Pr p [dons of al[e prepared and coupling tleem3 reinforcing steel t rwarnedchemicalT18: tests shad 1 fogrout bonded tendonsNggroVC 6e perkrmednaccordancew [h AL1318352 for bondatltend0o5 Sed and location i fnructumi elements Verify thatreinforcement, joint reinforcement, wall ties,ha bolts and veM1 e installed In accordancewish to d:conservation (]CafM1 nVput RPea0d1< PP documents and3rt fe 32E84 bad38A fTMS 6021ACI aContinuous Inspection 1 secured for F k[tegroV6 d g Man by that eel cerement, joint heiple cement,war I ties, anther bolts and town anchors a re rhad IIEd In 0 Continuous 10,Period accordancewith the approved construction documents and Articles 32 E, 34, and3,6 A of TMS ❑CUrrtirnous RPeriodW VerifY"ahat mortar loins are Canturnop; 2Periodic respect to the approved plans and confirm that tolerances most the disproportions of Artide S3 F of RPeriodic � 1y Preparation, PonMluc[ion, VaTry that cold- weather constnredon is performed trot cC an trf masonryduring w{d ❑UmUnbou5 I RPenotic I In accordance with AMid A 1,8Dof TM5602/AG weatM1 IRLEp)6r hof 530. 133 ant let weather tonstru<Con per Article Weraftherf>90,Ff 1.8001145602sofDOE 113. Appleatern and measurement IRContinuous I PC Periodic N.Cominuous I Capital Placement 6AAC Pros my units and construction of tha and mortarlokts TContinuous Verify that mpfirmix'. placed in accordance whir IS periodic Article 336b fTM%62/AC15301-13. Observation f8 ut specimens, Confirm than scanclimensiar performed as morter spirnem, and/or prams OContlnupus 0Periodic required by Article ArAof TM5ti02/A615301 is Corchmmusuraperthin is reoulradfor Risk Oregon, forissildingfir. MINIMUM TESTING: Verification of Slump Flow and -1Continuous 0Periotlk Compressive strength tests should he performed in Visual Stabllhy Index Red) for self- : accordance wfh ASTMD 1019fpr Crop flow and consolidating: Riser ASTM E 1611 for VSI Determine ftdecorrpressdve stremach for each weds byte unit strength ml orby Ito rprimmi test Melfacelonoff'mand CAAC Dcontinuous M forhadic method' as specified in Article 1.4 B of TMSfi02fAC1530113 Prior to construction. For Risk materials In accused of DContinwus ®Period pop ppartto forgrout meet ASTINT This pre -blended mortar and grout 'ppi to Risk CatgorylVbWldinsooly 1 WWNUOUS lot PERIODIC nor Yplu," 11r1"JIVl ilx2 L'II L ur FINUlly.I180 '— 1711L APPROVED �i GRADING PLAN FOR. sT L 889 CH RESIDENCEITA c..IS, ER L Acoo a 889 CHANNEL, ISEANII ➢RTTrE 1-4/.2-6180 ENCINIT'AS, CA 92024 OAT F-ANNING CASE NO: 17-121 COP P Lh LENT DRAWING N0: 13474-G A.P.N- #256-440-71 1 SH+`_ET 5 OF 8 d 0 YP. OPEN END BLOCKBOND BEAM UNITS PLAN VERTICAL CNTD. VERTICALCNTD. 48 DIA. 2-0" MIN. 48 DIA. • MIN. I �TYP OPEN END BLOCK BOND BEAM UNITS CORNER PLAN MTERSECTION TYPICAL CONCRETE 13 N.T.s. MASONRY WALL CORNERS AND INTER SECTIONS 40 DIA 40 CIA. 12'MIN. ITMIN xd EW 2%RISE� N /yd 3"MIN. / le- j RISE — 40 DIA. 40 DIA.. IZ MIR 12"MIN TYPICAL STEPPED FOOTING DETAIL 14 N T,S. 1. 31ORC CON PERFORATED PIPE @K-YQC. (MAXJ , 2. SEE PLANS FOR MATERIAL. 3, SEE ARCHITECTURAL PLANS FOR TOP WALL DETAIL 4, FINISH GRADE. i. M6000 DRAIN GRATE. 6. 2Y3" SQUARE WEEP HOLE - T FOOTING PER PLAN, 8. FINISH PER PLAN. 9. FABRIC SIDE 10. MIHADRAIN6000. 1 8 A_ -f1I' ,. ��Ik�yR E-iI J) TYPICAL MIRADRAIN DETAIL 15 N.T.S. CHANGE N0.1 DESCRIPTION APPROVED DA E VERTICAL SEINE i SIDE OF SAO dNT CAULKING SEALANT GONL.EA. SIDE ADDITIONAL REINF HORIZONTAL REINFORCEMENT BAR ON EACH SIDE OF SIDE OF CT^D COMROL JOINT OPEN END BLOCKS / LALL CELLS SOLID LWALL REINF. THROUGHOUT GROUTED,TVP, AS SPECIFIED PLAN OF TYPICAL WALL COURSING BETWEEN BOND BEAM UNITS �TYP. OPEN END BLOCKS WALLREINF. WINR REAM I NITS 6S SPFCIFIFDT I��rn�re iav�ic�Fa�a� ■-s L 4FLUANWGEDNEO,PRENE L 9: NTROLY 2#5"PBARSSAME SIZE AND SPACING AS WALL REINF.�DOUBLE LAYER 2#5ADDITIBARONECHSIDL VES OF SPINE L BAR ON EACH SIDE OF EXPANSION JOINT +F-A 4. EST AL A57YPICAL WN ASSHOWN EXPANSION JOINTS MUST EXTEND VERTICALLY CONTROL JOINTS MUST EXTEND VERTICALLY ALL CELLS SOLID EVERY 100 FT O.C. ALONG THE WALL. JOINT MUST EVERY 20 FT O.C. ALONG THE WALL. SOLID NOTE' GROUTEQTYP, UNITS SHALL BE LAID IN RUNNING BOND. PLAN OF TYPICAL NOT CONTAIN ANY INCOMPRESSIBLE MATERIAL (EX. GROUT OR MORTAR). SINGLE LAYER GROUT MAY CONTINUE THROUGH THE JOINT. RACK THE MORTAR BACK AT LEAST 1'. �— " L30' MINIMUM WHERE PAPAHDMPAHD HOLDOWNS OCCURS OTHERWISE L-40 DIAMETERS IN CONCRETE. L=48 DIAMETERS IN MASONRY CONTROL JOINT DETAIL \ TYPICAL CONCRETE MASONRY WALL COURSES 7 EXPANSION JOINT DETAIL /� TYPICAL CORNER/INTERSECTION REINF, 0 / N.T.S. N.T.S. �� N.T.S. N.T.S. @WALLS & FTGS. 1 i -TTT= F.S. PIPE SLEEVE 1`-Tti=" T PIP TRENCH DERMIN E ALL T 111 UNDERMINE WALL FTG TOP OF SLOPES .� ` // I CROSS-SECTION eacKFILL SURFACE OF FINISH �,' ' J ZN - 2X GRADE ADJOINING REN WAIL & � NO EXCAVATION FOR / / f RENF. PER PLAN FDA. PERIMETER / / //' ^ PIPE TRENCH BELOW THIS LINE PIPE TO RE ENCASED PRIOR TO POURING CONC. p / r PROVIDE METAL SLEEVE WITH LD. V 16'MIN Oo /. GREATERTHAN THE O.D. OF THE PIPES w w ME wo �" 8 �z O 4 g 2 2 MINIMUM DISTANCE wHEN VALABLE ELEVATION TO OAYLIGMT= 8'-0" PER FDNPLAN I�REFERTD3DICSREPbR ADDITIONAL REQUIREMENTS PIPE SLEEVE g• fOE OF SLOPE ENCASE IN CONCRETE MIN. TYPICAL DEEPENED FOOTING AT SLOPE �;� TYPICAL PIPE LOCATIONS AT FOOTING N.T.S. N.T.S. �i FILTER FABRIC BETWEEN ROCK AND SOIL PATTERSON ENGINEERING 928 FORT STOCKTON DRIVE SUITE 201 .. A& SAN DIEGO, CA 92103 K"�'v+.Pafte omnB.cm PHONE 850905093] BENCHMARK AS —BUILT APPROVALS DESIGNED BY: DRAWN B CHECKED BY: CKP CR CKP _ _ CITY OF ENgN1TA5 BENCHMARK ENC-26 25" BRASS DISC IN THE SW CORNER OF THE DRAINAGE IN@T INT. DATE PLANS PREPARED UNDER THE SUPERVISION OF PUBLIC WORKS BOX AT THE REST SDE OF THE PARKING LOT FOR OFFICE BUILDINGS ON THE SOUTH SIDE OF SAXONY PLACE, 200 FEET WEST OF SAXONY ROAD PER R.O.S. 18416. �.p,w'� TTERSONTTERSON ]O/vSlw O DATE e .-" DATE: DECEMBER 29, (V-� '- S.E. NO. 5629 PLANNING REVIEWER DATUM = NAvoea �T1t CURTIS KALEM PATTERSON LAP. CIT FN(; NFFR DATE INSPECTOR EMBEDMENT OF STD HOOKS Loh D STANDARD 9T END HOOK SIZE 2500 PSI SOCH PSI 4000 PSI 5000 PSI #3 9 8 7 6 2-114 6 44 12 11 9 8 3 8 15 15 14 12 11 3-314 10 #6 i8 17 14 13 fUS 12 #7 21 19 17 15 5-114 14 M8 24 22 19 11 6 16 #9 27 25 21 19 9-L2. 19 #10 30 1 27 24 21 1034 22 #11 33 30 26 29 12 24 tlb=BAR DIAMETER CONC.SURFACE D=FNISNE LN&DE BEND DIAMETER w� f - DETAILING :D STANDARD 90° HOOK DIMENSION tlb a ' 1 D 12db STANDARD HOOKS DETAILS FOR END HOOKS CLASS B TENSION LAP SPLICE LENGTH CLASS A DEVELOPMENT LENGTH (M) LAP SPLICE (IN.) - DEFORMED BARS -NON SEISMIC TENSION 2500 PSI CONI 3000 PSI CONE to 4000 PSI CONIC to 2500 PSI CONC to 3000PSI CONC to 4000 PSI CONC Pc BAR SIZE TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER OTHER MASONRY fm 1500 #3 31 24 28 22 24 19 24 19 ?a 17 15 24 p4 41 32 37 29 32 25 32 24 29 22. Ir 19 32 #5 52 40 47 36 40 31 39 31 36 28 24 40 #6 61 47 56 43 48 37 47 36 43 33 29 d8 Y7 89 69 81 63 70 54 69 53 63 43 54 42 56 #6 102 79 93 72 80 62 79 fi0 72 55 62 48 64 p 115 89 105 B1 91 70 89 68 81 62 70 54 72 #10 In 100 116 91 102 79 100 77 91 70 I 79 61 81 #11 744 111 i31 ID1 113. 97 111 85 101 18 87 67 90 "a-l- 4dbml-lf1'MIN. MIN BEND DIA. (PRINCIPAL REINF.) • �------ D=860FDR #3 MIT #8 TIE WIRE ;_ $ $ D=Bdb FORp9THRU #N 6 le .D" D=10db FOR#14&#18 1 C WHERE'a" ISTHE CLEAR COVER STANDARD HOOK DETAILS FOR PRINCIPAL REINFORCEMENT OFFSET & SPLICES NOTES: I. ALL SPLICES SHALL BE CLASS B TENSION LAP SPLICES ON.O. 6db FOR #3 THIRD#5 2. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS. 12db FOR N6 THRU #8 3. LENGTHS SHOWN ARE IN INCHES. 4. INCREASE LENGTHS $010 FOR LIGHT WEIGHT CONC. & AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS) INDIVIDUAL BARS WITHIN A BUNDLE SHALLNOT OVERLAP. ¢o i �OQ' 5 TOPSARS- HORIZONTAL BARS PLACED WITH MORE THAN I2"OF FRESH CONG A CAST BELOW THEM. 6. INCREASE LENGTHS 50Y, WHERE a <ab OR WHERE b <db FOR BEAMS & COLS D' 08 WHERE b <2db FOR OTHER ELEMENTS. 7. FOR #14 & #18 BARS, USE MECHANICAL SPLICE IN ACCORDANCE WITH CBC REQUIREMENTS. STANDARD HOOK DETAILS FOR STIRRUPS & TIES TENSION LAP SPLICE SCHEDULE TYPICAL REINFORCEMENT DETAILS & TENSION LAP SPLICE SCHEDULE N.T.B. JSION APPROVALS CITY OF ENCINITAS — YUL AP CIRaDmC PLAN ES SETHEE RESIDENCE CHRITo HEEL Mac SKL1 889 CHANNEL ISLAND DRIVE 3%2atg ENCINITAS, CA 92004 DATE PLANNING CASE NO: 17-121 CDP _ a 'b'9S THE CLEAR SPACING 'db' IS THE BAR DIA. MIN. BEND DIA. {STIRRUPS & TIES) BtiR o #3 i 11T #4 2' #9 211T 134'74 - G A,P.N. 256-440-71 SHEET 6 OF 8 ----..—__._..— Ci------— t7 ------------ ------------ CHANGE NO. p � �297.20T.ow:NEx,) I ._.✓"` ..-- �„a�,r ! O 288.90 T.OW ,.+ WALL { " ;�s�.'«+^' 291 20 TO. W.lek) 2B6.7oBow y j 28890TO-W. o� ,�• 1 1" 28840FS. ,y^ 285,80 B O.W. p,,,,r"A-y �,,.,..+i '✓ EJ N 288.90 TOW. 288,40 F.S. ✓ ,.r - r 285,80 B.O.W. 28890 TRW. 288.90 T.O.W. 288,40 F,S, 288 40 F.S. sir 1' 8 286,00 B.O.W. WALL© 288.00 SOW, 288.205.S. .. 28890T0.W. WALL B RETAINING WALL REMAIN ` e �4\ ,�`l�� ` \ NOTES: L) SEE $HEET5 FOR ADDITIONAL REQUIREMENTS FOR FOUNDATION SPECIAL INSPECTIONS 2.) SEE SHEET 4 FOR ADDITIONAL FOUNDATION NOTES. 3.) ARCHITECTS DIMENSONS TAKE PRECEDENCE. CONTACT THE ENGIII WITH DISCREPANCIES- ,4.) -DOTING TO BE SNPORTED ON PROPERLY COMPACTED FILLS PER OEDTECHNICAL ENdINEER. 5,) AP SPLICE CONTINUOUS REINFORCING STEEL PER SHEET 6 TERMINA-E REBARS AT FOOTING CORNERS DER SHEET 8 ✓' ! 20 B.O.W. - �,'.' �• v ! �; , ,, � �FL, 2e6,50 e.o.w. " I WA�.4Q ' , /� `s� ! � � '^ �"� ` � \ \! y ,^` 4, ,�� \, — \ ROPERTY LWE »I . 288.20 TO W ✓r' �` •^. � ,` \A , � \ \ ` \ � � k,,,`� `` x �\, \ \ J I PER ARCH. 2 .00 BO.W. A. �� _l \\'1.,1111,���'^\ ,,^\ \ -ry, FILL,�A` — .I UL a WALE©, \ V` `\ !` ,'' �ti�\ �Y`�! !\\ T� +\\\ �` `!!! ` WALLOAj '^ \ .. n� UNDER SEPARATE ` \\'� lam. � ! UNDER SEPARATE PERMIT It !! WALLGA` a , .�a 290.O T.O.W. \! \\` +� L` •T! •� \��\ y ^V !��+,� e •, `! \�! ! -- 2Bs.oI It TI IT ILL N\ III 441( NI \ \ tLt A T \ ! J STRUCTURE BUILDING `A+!'PEEUNDER SEPARATE PERMIT k 0 TALL WOOD PRIVACY ',ti FENCE BY OTHER.. � f `z e` \.\ BY OTHER UNDER SEPARATE PERMITS ! r' 1 �12900TO.W. � 4 ^ 1 I e �28790 F.S. iIL I � f I I O f .Q '^ \290.0T0.W .__. _.. _-.-_„._.,__ ._.. __ _____,_..._ 288o T.O.NJ% 9 ^ e'TACK CMU WALL PER. _. 2900T0 W_ .._.,„.�..__....._......_.-.. ._...._._..___,..____,.__.:._ 28y.90 F,S. .,.«»_.... 2820F.S. � .... _..____...r___. ... ,.. DETAIL 908 28850 ES: _...284-"O-Wp.-._�.___.. .. .. _. .... _... __. _.. ley OSG.W. ..... ._.. -. -_. . _ 28S0 B.O.IA4,. .. _____`__ A TE RETAINING WALL LAYOUT= , -ORT SCALE PLANS FOR CONSTRUCTION --- -- - - --- DIMENSIONS. ALL CONSTRUCTION DIMENSIONS MUST BE VERIFIED WITH THE ARCH. PLANS. OntEBENCHMARK AS—B -T CYPO CITY OF ENCINITA9 BENCHMARI( ENO-?b 25" )3RA95 DISC IN HE SW. CORNER OF THE DRAWALE INLET BO% AT TYE WEST 510E OF THE PARKIN G LOT FOR^—"'� KFICF P 'cC llN R6 F u IF cnvnuv ELEVATION = 175.189' DATUM - NAWee A ENGINEERING 928 FORT STOCKTON DRIVE SUITE 201 AQ $AN DIEGO, CA 92103 wt paRersoneng w PHONE 9fi9605 0937 �f (s ESSN'NED -tlT' 6F'AVN Y: CHECKEDT: tKP CR CKP lu_ INT. .DATE PLANS PREPARED UNDER THE SUPERVISION OF PUBLIC WORKS DATE: L DECEM3ER 29 >LANNINO { CCUURRTISS KALEM S.E. N0, 5629 PATTERSON EXP. 4vSP /. REVIEWER MI:Pmala 286.80 F.S. 1 285.0 BOW, 70 I 285.0 T.O.W. Vol, 283.50 B.O.W.l,. 'WALL(E mar r / ' R I l +I DIVISION APPROVALS CITY OF E'NCINITAS — PUBLIC WORKS DL;YNR7 MI NT AP"'RUVFD GNALING PLAN FOR, SETHEE RESIDENCE D, Kp 889 CHANNEL ISLAND DRIVE ENCINITAS, CA 92024 DATE PLANNING CASE NO: 17-121 CDP A P N. p256-2 L-� DRAWING NO... 13474 G 7 OF CANTILEVER RETAINING WALL SCHEDULE (CMU) PER DETAIL. (2/8) WALL (MAX 1WALLI ID. HEIGHT. PH, i T A B C D E F Rt R2 R3 R4 R5 R6 R7 R8 0' D' TQ I 0`-$ 01-$" 31-0" 3 _B'. 1 „0" - - #4 (� 16 0 C. � -#4 @ 16" 0.0.. #4 @ 16" 0:0. #4 @ 16" 0.0. 1 #4 @ 16" QC. _, PI ,#4@ B 0'-0'O Q I0'-13 1'-1" 1'-8)' 2-9"11'-0" - - #4@16"O.C. IS" O.C. #4@16"O.G. #4@8"O.C: #9@16°O.C. - 0'-0' 76 p•_g 0'-0" y-0" 5-0" 1'-0" Y-3" 1'-0" #5 @ 6" O.C. - #4 @ 16"O.C. #4 @ 16"O.C. $4 @ 8" OL. #4 @ 12" O.C. #4 @ i6" O.C. #5 @ 8" O.C, 8'-0" D _— 4'-3" 0'-$" - 3'-6' 3'-6" 1'-0" - - #4 @ 16' O.C.. - #4 @ 16" O.C. #4 @ 16"O.C. #4 @ 16" O.C. #4 @ 16" O.C. - - E 4'-11" 0'6'0'-8" 314"4'-0"t'0"I - - #4@16"O.C. - #4@16"O:C..#4@ISOC L#4@16"O.C. #4@16"O.C.. F SPED" 0'-V 3. 4" 0'-8'". 4'-0" 1' DI. - #4 @ 16N O.C. - #4 @ 16 O.C. #4 @ 16"O C. #4 @ 16" O.C. '. #4 @ 16." O.C.;. U' 2' 0" 0'-8" - 21-0"12'-0' 1'-0" - - #4 @ 16" O,C. #4 @ 15" O.C. #4 @ 16" O,C 11 #4 @ 16" O.C. #4 @ 16" O:C, CANTILEVER CMU RETAINING WALL SCHEDULE �A S T CMU RETAINING f'A! WALL J� 6 111"�I I 'Al OWELS TO MATCH VIER. REINF. r g WATERPROOFING MORTAR KEY — w F�� PERARDH, 5 x SEE DETAIL 9i6 FOR DRAINAGE �T,• �s { L A R4 R6 �—i 3"CLR. S'CLR. ` Irrl1er s MORTAR CMU RETAINING WALL #4@16"o.C.—� w z_ o WJ U --C�41Y4 id i® 3116 -RAI ^ 3F16 PLAN -A 3/16 T 3 mi TRIG TE WII2�16 " BED _ T.O.W. a VER. REINF WATERPROOFING PERAROH, SEE DETAIL 916 FOR DRAINAGE a ?F4 @ 16 O.C. #4 @ 16" O.G. 3CLR II•a. �.#4@16 OC, (E) FOCTING70 REMAIN _........._._i I A B I i j NOTE: SEE DETAIL118 FOR REINFORCEMENT&FOOTING SIZES FOUNDATION DETAIL - -, NSB. a PATTERSONcx ENGINEERING 928 FORT STOCKTON DRIVE SUITE TYPICAL. RETAINING WALL DETAIL & SCHEDULE RETAINING WALL DETAIL SAN DIEGO, CA 92103 w¢w peltersonen9:wn N:LS N.T.S. 3 PHONE 85MOEL9]1 _ - BES:GNED B"- DRAwF BYE CHE2<ED BY. CHANGE NC: DESCRIP11ON APPROVED DATE BENCHMARK AS I31)[1,T APPROVALS cKE. �cR ENGINEERING DIVISION APPROVALS CITY OF F.NCCNITAS — PUBLIC WORKS DEPAIC'I Mf'; N'I'_ DRAWING NO. AS-RUiLT$ $ijN "-16-20 CITY 80% AT THE S.W,IMESCORNEROE OF E DRAINAGE INLET I11 )AIE_ � GRADING PLAN FOR: L MTAS PLACE, 200 FEET WEST OF SA%ONY ROAD PER RO.5. _ PLANNING DATE: DECEMBER 29, 2017 n L07 FOR n OV SETHEE RESIDENCE 4 F]fl % PL— DISCCT EA Bw.CORNER BENCHMARK THE DRAINAGE IBRA PLANS PREPARED UNDER THE SUPERVISION OF NEC N APP let YJ'Y e.T OFFICE BUILDINGS ON IHE SOUTH SIDE OF SAXONY SOh6/?O]fl FITFUL WORKS _ eAFB -- N wAK ,IRISTO HER L, MAc� 889 CHANNEL ISLAND DRIVETTFJi50N DATE S.E NO. 5629��j� DATUM DN=I>p.Ies' % 11-16-20 REVIEWER CURTIS KALEM L'NCINIZ'AS', CA �202 DATUM = nAvoe_ ---- PATTERSON EXP, °I )40 //4, DATE DATE 0 ENGINEER DATE IIa.PE'TOR _ —r—r— { PLANNING CASE NO: 17-121 GDPA, P,N #256-440-71 SHEET 8 OF 5