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2013-11492 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 LINE IS. DRAINAGE NO TE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN 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. GRADING NO TES 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 REPORT TITLED "GEOTECHNICAL INVESTIGATION, PROPOSED SINGLE FAMILY RESIDENCE, 1368 SAN ELIJO AVENUE, CARDIFF, CA" PREPARED BY HETHERINGTON ENGINEERING, DATED MAY 1, 2012, 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. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO 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 CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF /2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR - CONSTRUCTION MEETING SHALL BE SCHEDULED AND PERMITTEE. THE PRE WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 11492 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 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 PONDING 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 PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE BOUKER AT (760) 274 -3034, 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 T 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 AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL 'RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT R MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND 'UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE 'HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. IMPERVIO US AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,400 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 10,800 SQFT INCREASE IN IMPERVIOUS AREA: 5,400 SQFT IMPERVIOUS AREA REPLACED: 5,400 SQFT CHANGE NO. DESCRIPTION APPROVED _ DATE I BENCHMARK CITY OF ENCINITAS BENCHMARK NO. 1033 2 -1/2" BRASS DISC MARKED "ENC -33 L.S. 7322" LOCATED IN THE TOP OF THE CURB AT THE SOUTH SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMI'S PARK IN THE RED CURB NORTHEAST OF THE RESTROOMS. ELEVATION = 82.081 HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' 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 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 DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER 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. BERMS /DIKES 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 VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800 ) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL E CO 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 WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) - 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. O CASTAL LAND SOLUTIONS, INC. t�ASECONO STREET ENCINITAS, CA 92024 PH (760) 230 -6025 SI FAX (760) 230 -6026 SPECIAL DISTRICT APPROVAL OWNER /PERMITTEE STEPHEN F. BOUKER 1359 SAN ELIJO AVENUE CARDIFF BY THE SEA, CA SITE ADDRESS 1359 SAN ELIJO AVENUE CARDIFF BY THE SEA, CA APN: 260 - 620 -59, 60 LEGAL DESCRIPTION PARCEL 1 OF ON FE-2, CE RECORDED ON_ R DEED RE ORDED BOTH OF OFFICIAL RECORDS. 0 WNERS CERTIFICATE 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. - - - -- DATE: - - -=3 l/ �� - - - - -- SIGNATURE: ___- F. STEPHEN F BOUKER SOILS ENGINEER'S CERTIFICATE I, MARK D. HETHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES APRIL AND MAY 2012. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATE IN 1�iE, GRADUNG PLANS AND SPECIFICATIONS. SIGNED: ___ _ RCE NO.: 30488 EXP. DATE. _ 3-31-2014 --------- HETHERINGTON ENGINEERING, INC. 5365 AVENIDA ENCINAS, SUITE "A" CARLSBAD, CA 92008 -4369 PROJECT NO. 7018.1, LOG NO. 15689 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. f *`R BY: fv ®rs f P STEVEN R. J0NE�,i DATE EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H 1V MAXIMUM VERTICAL DEPTH OF CUT = 10' (UNDER PROPOSED LOWER FF) MAXIMUM VERTICAL DEPTH OF FILL = 2' CUT = 2,100 C.Y. FILL = 100 C.Y. EXPORT = 2,000 C.Y. REMEDIAL = 1,400 C.Y. (5' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS) SHEET INDEX SHEET NO. 1 TITLE SHEET SHEET NO. 2 GRADING AND DRAINAGE PLAN /� SHEET NO. 3 EROSION CONTROL PLAN A SHEET NO. 4 -5 LANDSCAPE PLAN SHEET NO. SW1 - SW3 RETAINING WALL PLAN PUBLIC WORKS PLANNING AND BUILDING SIGN DATE PLANS PREP RED UNDER THE SUPERVISION OF DATE: 3-6-13 le2l. R.C.E. NO. 65124 ST VEN R. /J6 NES EXP. 9 -30 -13 ENGINEEri RECOMMENDED MASIH MAHER 4/14/19 DATE - A5- DUI L-TS 4-23-4 �7`fEVE1J oAES DkiE ° 695124 PARKS AND ARTMENT JJ P / TE Co No. 65124 Exp. 09/30/13 Y 1CR4ffY 1Y1L`!.0 LEGEND NOT TO SCALE S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT --- - - - - -- PROPOSED CONTOURS 255 EXISTING CONTOURS - EXISTING EDGE OF 'PAVEMENT CENTERLINE - EXISTING WATER MAIN EXISTING WATER MAIN EXISTING SEWER LATERAL EXISTING WATER SERVICE EXISTING FENCE PDU PROPOSED SCREEN WALL PROPOSED RETAINING WALI,. _ - - -W W- -5 S -- frYl PEDESTRIAN DRAINAGE UTILITY EASEMENT PROPOSED KEYf7oOg' CoMPAC9 WALL (BACK) PROPOSED kt,11odi Corof*Cr WALL (FRONT) LIMITS OF GRADING W W BUILDING FOOTPRINT DRAINAGE DIRECTION �- FLOWLINE SWALE PROPOSED DRIVEWAY APRON PER G -14 EXISTING RETAINING WALL BROW DITCH PER DETAIL THIS SHEET 6" PVC PIPE AND AREA DRAIN 3'X3' NO.2 BACKING ROCK DISSIPATOR HATCHED AREA REPRESENTS LANDSCAPED TREATEMENT 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 PROP. IMPERVIOUS SURFACE AREA. AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY. TOPOGRAPHY: TOPOGRAPHY IS DRAWN FROM TOPOGRAPHIC FIELD DATA DATED 5/8/12 BY COASTAL LAND SOLUTIONS, INC. In v BMP PROJECT STATUS zU F� z STANDARD 0 0 SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMEN � j _ a J DATE IGN DATE IGN DA SIGNATURE EXPIRES 2 YEARS AFTER DATE APP OVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. GRADING PLAN FOR: 1359 SAN ELIJO AVENUE STEPHEN F. BOUKER 11492-G APN: 260-620-59v 60 O PLANNING CASE NO: 12 -101 PMW /CDP SHEET 70F OF 8 U is \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS 1090 SHEWAGA (SAN ELIJO) \CLS_1090 SHEWAGA GP v11 3- 5- 13.pro _ _ `_GRADING AND DRAINAGE PLAN ENCUMBRANCES: EXISTING ENCUMBRANCES LISTED BELOW ARE PER __- _ ___ _- _ /� PRELIMINARY TITLE REPORTS PREPARED BY FIRST f011� COMPAG b l�\ AMERICAN TITLE COMPANY DATED FEBRUARY 17, 2012 / BW®FS= 103.80 �Ir'L)�o 25' i"+ ORDER NO(S), DIV- 3974257 AND DIV - 3974258 THAT !A "COURSES. "+ TW=107. 33 000 �C��Oo �� o I WERE PROVIDED TO COASTAL LAND SOLUTIONS, ;ADE (LETTER j 12 11 Il ) `C 10 9 9 12"X12" INC. BY THE CLIENT. .rllo0oNJo 1��c��'� TW®FS= 130.80 2013 PR PERTY. TW *X= 108.00/ / I „TW®EXt112.30 EXISTING EASEMENT FOR PUBLIC ROAD AND `1 BW�FS= 103.85 I BWOF = 106.30;` TWOEX= 116.30' BW®EX= 129.00 I I �j 4 INCIDENTAL PURPOSES RECORDED APRIL 9, CEN ,LINE STRIP BW®FS= :112.50 jW®EX= 118.30 TW®EX= 119:30 / T ®FS= 126.80 3 I / I 1*J 1898, IN BOOK 257, PAGE 367 OF DEEDS. _ _ _ TW®FS= 121.40 _ / _ ?v T4�®FS= 128.90 TW®FS= 132.30 ( I THE LOCA11ON OF THIS EASEMENT CANNOT I BW®FS -1 4,8 BW�FS =109.00' _ .1- BW®EX= 119.00 i / BW®EX =124 50 WAX- 124.50 [-BWCE X �128.00 TW9;FS= 103.50 108' p ) TW®EX- 114.30 j WOES= 115.00 I BWOFS= 11'8.00 BW®EX= 120.00 @ BW®EX= 130.00 I I( BE DETERMINED FROM RECORD INFORMATION. I F2= 125.80 641'12"E e BW = 103.50 xiw N66 238.97 EASEMENTS, COVENANTS AND CONDITIONS - -- _ -. . - .._ x _ __- - y , _. I O CONTAINED IN TRC DEED FROM SAN DIEGO { PLA = ' _ PLANTER TW= 113.80 ` _ - HAL E. POSE( AND ELISE VR POSER'HUSBAND 12 WIDE TRAFFI TW =107.80 $ - '08.8. PLfiN =TER. PLAN,TRR PA. R 1 TPLANi.80 TW =1,92.30 TW= 114.30 / TW =4 .30 TW 1r18E30 �_ ' I 0.12 �e ;I FL= 133.80 AND WIFE, AS JOINT TENANTS, AS GRANTEE, RAYED GRATE I I I 6 _ \ ` RECORDED MARCH 21, 1946 IN BOOK 2069, TRENCH DRAIN j - r - e PAGE 375 OF OFFICIAL RECORDS. REFERENCE TG10b•60 t ( - ,, I s 0 N FS= 124.4 © - 311%s 132.90 i I? l! IS MADE TO SAID DOCUMENT FOR FULL E0101. (PO 0 20% I F� g_�24,Aj�+ FS- 128.50 Tom` 0 37 PARTICULARS. THE LOCATION OF THIS { I y a� `'t3 ! I EASEMENT CANNOT BE UM ( y I i o m A I PROP,. Fg =1�y gi PS= 127.30 bFs I DETERMINED FROM RECORD INFORMATION. II FL-1 ,03.10 I P I 142% { �" Cu MAX. CONO. { �9 % I 12 1.0% I 16.37•`" J I r, D ,/� ti I DRIVEWAY r, Twio�.4o i (9.3 1� Ii "1 ?a� I' I ( :1 1.51v T- ( FS= 03.7€ E--- \l 5.5% ( I I PJWa Fr 130.40• I I % 6 HIGHWAY, SLOPES DEDICATION BLIC BW9DFS= 103.40 1 1 I I I { m I ,° I PURPOSES, RECORDED NOVEMBER 4, i - ' 15 �� 1 GARAGE FF= 124.67 I I 6 + GATE _ _ - j' I 11 12 - I FS= 22.50 �+ I I I PAD, 123.90 �- r 1 1 AEAKDRANx12" OF OFFICIAL RECORDS. 73- 120354 "= 104.34 r , ' �_ I' / - -- I 1 HP =148.60 _ IE 6 1 ` 6" Pvc s z - i I � ! TGr 133.80 7A I ° - wt' 20' SETBACK 132.00 i i i 1 ��- 12 BA E FL= 133.60 8 7 HOW EFFECT HE LAND AND OTHER PROPERTY, �. CK I I BROOKS 12 "X12 I TW®[S - 148.00 - J ', I ,. I I \ 2 FILED APRIL 17, 1986 AS RECORD OF I AREA DRAIN I I ( p i BW�, 113,00' LAN ®ING Z_t° pg= SURVEY NO. 10510. TG 106.30 0 i i / n I I ! { I I 1 1, IE=f03.45 - , A;RCELS 1 AND 2 FS= 118.00 c a ( + n{ Imo- (z- ( 124.49 I I P 1 THE EFFECT OF A MAP PURPORTING TO TW®BWY= 118.00 , �y I i I OF P.M. 1539 TO BE I �j 8 SHOW THE LAND AND OTHER PROPERTY, 40' BWbFS 0450 iD { 9 W S= 113.00 �` I I MERGED INTO FILED SEPTEMBER 22, 2000 AS RECORD LNG J2 ACPi W� R M� GO =108.00 _ I_ �_ { I { ONE PARCEL' OF SURVEY N0. 16717. „ Il Oj J `e ®F 117.80 -- - - - - - -- - - - - - -- " IN iFOGLINE , I,i BWOFS =108. tJ glry� = 11280 1 COVERED OUTDOOR (, ry __ __ ______ _ ___ ________) _ I ADDITIONAL EASEMENTS RECORDED AFTER THE DATE OF 00 T } I i SHOWER SHALL WO -82 -103' II Z F ; ( =11 .80 2% DRAIN INTO SANITARY I I I I I 2% I I I TITLE REPORTS ABOEVE 6" PVC, S =2 L 7(" r N 135 11 .80 SEWER SYSTEM -� I CV I (� j qy1 = I I I I 1 [�G �- EXISTING R -O -W EASEMENT DEDICATED �, p O BROOKS 12 "X1 I 2% PATIO FS = 118.00' -- I FS128.58 T� 132.91 ® TO THE CITY OF ENCINITAS ON FEBRUARY 21, ING �" ACP I I 4 I h h IE= 106.12 / e R MdIN CLEANOUT I, �- FS- 117.80 j I �16FS> 130•LI 2013 AS FILE NO. 2013- 0115686 OFFICIAL RECORDS. WO -62 -2 j; h Tc -1D7so d ( I I 1 i � NG WATER SERVICE TO BE p1I I i II IE 6 " =1 518 ' `rc, `~ " - - �`- I __ I /' FS- 1282.8 FL =�M8A0 0 1,r OI EXISTING P.D.U. EASEMENT DEDICATED ' - 179 Sy - -+ { ' - e © TO THE CITY OF ENCINITAS ON FEBRUARY 21, CATEQ AND I P IZADED 6 PVC, S -2k, ETA6 ING WA ( !' r + I I I -� 3 V �j BROOKS 2013 AS FILE N0. 2013 - 0115687 OFFICIAL RECORDS. " COPPER LI E WITH 1" ATE, I b I 3'x3' R CK' DISSIPATp �Q c EL I I ylf FS - l2°C.$IP R PET, WS- ; Y DIST ICT ( (TYPiCA�) o { P/ AREA DRAIN O �o do �R E UIVALENI { I �Z SCREENED s TG= 133.40 :ESA OWNS ENS; C N W `I, r � g i9'ER RSD C?8 �I �N FS =7�k� PLANTER FS, 124.50 { I FIRE NOTES: j I { I N IE= 131.54 1. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED + �, RETAINING WALL 1 I ( PATIO, I m FL= 133.30 AND MAINTAINED TO SUPPORT IMPOSED LOADS OF NOT I I I N O - PER SDRSD C,2 I CO ING = 117.50 EDGE OF I I M WITH POUNDS SURDFACE TO PROVIDE PROVIDED LTI AQR EQUIVALENT ®FS= 111.50- FL= 127192 1% I I - POOL ! MAIN FLOOR i I ?% I m ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 \ UPPER FF 135.08 I i7 I I I !FS�117.50 ! - -- MIDDLE FF _ 128.58' N li - - - -- I ( �+ V ( N PING I, T AFIRE ACCESS ROADWAY SHALL I 6" VC, S =1 %, BROOKS 12 X12" j 2% j I LOWER FF - 118.00' 01 + Z NOT EXCEED 20 %. GRADES EXCEEDING 15% INCLINE OR I L =3g' AREA DR IN I I II I I I I j DECLINE) ON FIRE APPARATUS ACCESS ROADS SHALL NOT 5 I TG= )06.30 1 I� I PAD = 117.25 I+ I I I I 6' HIGH FREESTANDING BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION 5 IE= 103.81 j N I STONE STUCCO AND WOOD SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE I I o 6" AVO, S =1 %, + ` ` Z �� I I I II I I I i REEN /RETAINING WALL, (PCC WITH A DEEP BROOM FINISH PERPENDICULAR TO L =3 ' I \ I I \ li I THE ENTIRE DIRECTION OF TRAVEL OR EQUIVALENT TO 1 I �!� ENHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE. 1 it W a2f I 3:11 I I DG PATH SEE �` I I I I I !�! - ANGLE OF DEPARTURE SHALL NOT EXCEED 12% WW LANDSCAPE - I r I I `� +� % I 3. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN 1 I I C PLANS L �- - PATIO I I II I ' N. FL- 133.10 UNOBSTRUCTED VERTICAL CLEARANCE OF NO LESS THAN 1 TERRACED WALLS , � � % 1 FS- 117.80 I \ 13 FEET 6 INCHES. I __ TWOFS =111% ' ( I I I' BROOKS 12 "x12" p• I 2% \ I I CRAWL iW-1?o•54 4. A MINIMUM 1 INCH DEDICATED WATER METER IS REQUIRED BIORETENTIO - " I II I AREA DRAIN .s ' TW- Ul•'bZ�• BW®FS= tlt•24 "'- - J I I 1 + I I SPACE I W- 129•.67 TG= 133.40 FOR THE FIRE SPINKLER SYSTEM I FS- N05.80 , " I %� �� FS IE =130.92 � � PLANTER � , AREA (DRAIN BROOKS 12 X 2" - 1 11 BROOKS - - I I II I I FL= 127.60 _ PRIOR TO DELIVERY of COMBUSTIBLE BUILDING CONSTRUCTION TG -106 30 d �0 E -104 00 i 12 "x12 COVERED J 1 li I 5. P BWd 1.2� I MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING TG= 112.00 { PATIO I A BROOKS 12 x12 ) Ii I ( 1 CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE APPROXIMATE ` r TW®FS =; ;113.00 I IE= 110.00 5" AREA( DRAIN FST118.00 ( I FIRE DEPARTMENT I LOCATION LATERAL i TG- 1107.50 " BW®FS= 112.00 I II I I I I 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND E IN -106.0 - i ', i � APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR I T- 80'' ` ", T`hW S- 1117.%5 I I �� AGENCY; i' i BROOKS 12"02" E OUT= 18" KEYSYONE gWvS= llr•f1 AREA DRAIN I ( FL= 127.66 % I 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE <1 G A I 3.3' RoqK + �� 6'�'GPVC�W10 %, =10 FS= 114.1 o TG 1.4 { I I I IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR g 0 6" PVC, 53 -, � I' _ _j m �, EMERGENCY VEHICLES NR OR GMFEBMNTARNEON�NAS IE61P'A74It0 GARDEN 6 „, PFVC: S =6 %, 42 FS =,16'00 6r PVC, S =E13 %,1L =42 N 6" PVC,IS =18%, L=40' E h�� P/L � I AIT4T ` �,, SETBACK 1. I PLANTER PLANTER PLANTER; ,` CANTER PLAN PLANTER PLANTER CANTER PLANTER PLANTER PLAN ER `-' - I 3.5' + TW�2 9= 114 110 117.60' TW1119.34 TW- 120.`40' TW- 121.70' TW 122.80 TW= 124.20' TW= ,126.60' TW =1 .10' 6' COMBINED WALL I i' RETAINING WALL PER SDRSD C -4 OR " '23"E , r _. � -- EQUIVALENT WITH 6' -0" HIGH MAX. METAL GUARDN I TW®EX =110,1 \ BROOKS 12 "x12" TW®EX= 117,60 N66Q 239.02 SOLID FENCE AND FENCE MATERIAL RAIL ABOVE WHERE I1. TW�F;S= tO$.91 BROOKS 12 "x12" TW®EX= 128.10 = X I I�I AREA DRAIN' _ BROOKS COMBINATION OF MANUFACTURED w REQUIRED BNW®FS =4o2.� I ( BW®FS =1oY. \ BW®FS =113:p0 ( AREA DRAIN TW®E, =120.40 ryy®EX= 122.80 24 "x24" 6 PVC, S= 12.89, L=203 TWOFS 134.00 ONE /OR VENEER STUCCO, WOOD, a a TG= 11348 TG- 117.00 I BWOFS= 126.00 II TYV®FS =407, 0 \ - i AREA DRAIN'', I BW®FS= 134.00 OR WOOD ALTERNATIVE 2UCT ! 3' K6VS70p6 GMQAG7C I I IE= ?06.48 I IE= 112.64 BW®FS- 119.00 BW®FS= 120.20 _ ING W 'LL; WITH 10 COURSES. 1 { I I BW®FS= 103.00 + - - ` I 1 I 6' HIGH FREESTANDING- EG 125.30 '`W- 130,5 re I'' I FS= 122,50 MIS ON TO GRADE LETTER ( I I R { I I II BROOKS 12 "x12" STONE STUCCO AND' WOOD I BROOKS 12 "x12" NEW RETAINING WALL FEBR ARY, 22, 2013 FOR GRADING TW®FS- 112.90 I I I I { I EG= 119.80 SCREEN /RETAINING WALL �jyJ +l2�•1S t AREA DRAIN JA AREA CENi PROPERTY. T,..IIG 11d7.Q0 ; I TW®EX =109.3 - �� %�D�� \ \ ++ li TG 11 OOIN D aDo�o o�OD D l''� PER SDRSD C -2 OR EQUAL X30 14� I E 129.10 2 EXISTING GRADE IT $ BW®FS -1 O4 •f BW®EX= 111.00 B�/®FS= 102.✓35 , r.. -.. -.... -__. - , oF$ -. I I a(i5 i EXISTING RETAINING WALL - -__� poll IJ EX =119.00 Q Q 5' P. D. it » » CAL 10 ROW DEDICATION PER DOC. 2013 - 0115687 SITE PLAN m m PERIMETER FENCE /WALL DETAIL A PER DOC. 2013 - 0115686 NOT TO SCALE RIG T OF REC. FEBRUARY 21 2013 SCALE: 1 " =10' w WAY REC. FEBRUARY 21, 2013 0 Y Y Y PA C L w w w m 15' VC 19' STRIPE of (if w SAN ELIJO z m m m I AVENUE - w w w 5.5% GARAGE FF= 124.67 50% OPEN FENCE � Li CL of K a m O s TG= 107.50 TERRACED WALLS ORIGINAL GRADE -�� 12" ENGINEERED SOIL, SEE NOTE BELOW TW= 108.00 E=105.80 SECTION C & D BEYOND DRIVEWAY 35' -6-.. 'k 6" PVC SOLID 10" MIN. FILTER MEDIA: 3 PART CLEAN �ONSITE DRAIN NOT TO SCALE 209° WASHED SAND TO 1 PART 3/8" GRAVEL TG= 106.30 20' 10' R -O -W 5' 6' 6' DEDICATION DU TW= 106.60 P/L 14.20' w 8.63' - , _ P�L 2" - 3/8" GRAVEL ® 6" CONCRETE DRIVEWAY WITH HEAVY FS- 105.80 iiA 2' i i BROOM FINISH AND NO. 4 BARS SPACED I + ' "12 "x12" BROOKS AREA DRAIN U 3 IMA,(. KkYS1oNE 14.2% AT 18- INCHES O.C. BOTH DIRECTIONS 10" - 3/4" CRUSHED ROCK - u (AOpkWL IiE11hPIN� 2% 2%- 5%' ?� I I I AO% 6" PVC SOLID DRAIN FOR _ OVER 6 CLASS 2 AGGREGATE BASE 5.7 16 � ,�, � -' OFFSITE STORMWATER BYPASS WALL, -6- COURSES. -NO 6"x16" FLUSH CURB ++ II DRIVEWAY 5' - 2.8' REINFORCEMENT ORIGINAL GRADE �^ iF -4" PERFORATED PIPE WALL w DRAIN, PROVIDE SEPERATE (HEIGHT VARIES) 6 "x16" FLUSH CURB 4.4 FINISH GRADE OUTLET THROUGH WALLS DRIVEWAY PROFILE 6' MAX. HIGH RETAINING WALL WITH 4" DG PATH E=1104.00 OVER 2" PERMEABLE PAVING STONE THICK N0.8 AGGREGATE SCALE: 1 " =10' PREFINISHED METAL 42" HIGH RAILING RETAINING WALLS 6" OUTLET PIPE, IE= 104.00 OVER 2" OVER 6" THICK NO.57 AGGREGATE 6" CONCRETE BOTH WAYS DRIVEWAY 6WITH HEAVY ORREQUIVALENT 4 4" PERFORATED PIPE SHALL EXTEND OVER 6" THICK CLASS 2 AGGREGATE BROOM FINISH AND NO. 4 BARS AT 18" THE ENTIRE LENGTH OF THE PLANTER SECTION E PLANTER " CLASS II AND BE CONNECTED TO OTHER AREA pFESSj AREA DRAINS WITHIN PLANTER. QQ QjL AGGREGATE BASE �O R. ✓ 9C NOT TO SCALE *"ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP SANDY LOAM" SOIL (VQ J� 02 Fy NOTES: MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% !(� (n G5 �►O/� INC. OMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. No. 65124 u7 m vj p OASTAL LAND SOLUTIONS01 \ PERVIOUS PAVERS, PARKING AREA, BMP'S, DRIVEWAY APPROACH, CURBS,TERRACED WALLS, BIO- WALLS, NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION Exp. 09/30/13 'z L \S 511 SECOND STREET ALUMINUM FENCE, DECOMPOSED GRANITE PATH, ALL TO BE MAINTAINED BY PROPERTY OWNER. DRIVEWAY SECTION A i NCINITAS, CA 92024 SCALE: 1"=10' BIORETENTION PLANTER DETAIL B PH FAX ( (760)223066026 " T OFICA IF�� s SCALE: 1 =3 9 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APP OVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SRij A07 -UtIll 1.06 t ar CITY OF ENCINITAS BENCHMARK NO. 1033 2 -1 /2" PLANS PREPPRED UNDER THE SUPERVISION OF RECOMMEND D APP 0 GRADING PLAN FOR: BRASS DISC MARKED "ENC -33 L.S. 7322" LOCATED 1359 SAN ELIJO AVENUE IN THE TOP OF THE CURB AT THE SOUTH SIDE HORIZONTAL: 1" = 10' OF THE PARKING LOT FOR THE CITY OF ENCINITAS DATE: _ 3-15 -13 STEPHEN F. BOUKER 11492-G SWAMI'S PARK IN THE RED CURB NORTHEAST OF VERTICAL: 1" = 10' - MASIH AHER GLE P AP 260- 620 -59, 60 THE RESTROOMS. R.C.E. NO. 65124 STEVEN R. J S �/13 to Z3 N 0 ELEVATION = 82.091 EXP. 9 -30 -13 DATE D TE PLANNING CASE NO: 12 -101 PMW/CDP SHEET 2 OF 8 U EROSION In I � 0 1 PLACE SILT FENCE ALONG DETAIL RTHIS ISHEET N66'41' 12 "E 238.97 { I I ! I I In - - - 47Q 9 C7QG3 I d , � �+ "0 STABILIZED CONSTRUCTION ` o p o I t I � o ENTRANCE SEE DETAIL � � Cu THIS SHEET p o ��1 1 , I { 0 0 1 I I 1 ti i i I - - -- -- - - -III - - - -- - - - -- - - -- - In GRAVEL BAG IN�ET ` ' � 3 •: , PROTECTION ' • _ EE ., I PLACE GRAVED BAG Q Oi I I I I t i CHECK DAM ALONG r FRONTAGE. OF PITE. i SEE DETAIL THS SHEET I i i I; ,i I • N J) 0 ,I ti i ILT FENbES PSE \ EE I \ I A 1 I i GRAVEL BAG INLET. PROT TION Q I I I I 1 �: I I I 0 1 0 W I 0 I O I t ! 1 DOTTED HATCH REPRESENTS I I \ yYDROSEED ( \� SLOPE PROTECTION` GRAVEL BAG _INLET' PROTECTION, 1 I 0 # I I X . Q 1 I IQ 1 I I I \ S / - °- 1 I I I I I PLACE'SILT FENCE °'ALONG PROPERTY LINE PER ", I I I I I I I I I DETAIL THIS SHEET GRAPHIC SCALE 1 " =10' 0 10 20 30 COASTAL LAND SOLUTIONS, INC. 1��573 SECOND STREET 1 ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CHANGE N0. I DESCRIPTION APPROVED DATE 1. SET POSTS AND EXCAVATE A 4BY4IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. I I I I I I I I COVERED PATIO I IFS= 118.00 , CONTROL PLAN �n N66'4;0'23 "E 239.02' II .� Lll]oOo'Vc IJ I�G��OL/ PH. 00420401 1 1 I I i I I I I I � I t I 1 ,i rn rn ai rn a CD I fU m m N I z 1 I /I } I ! I I i I I 1 / 1 HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: 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: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW 6. 1/2 LB PER ACRE OF DIMORPHOLECA ) 7. ITEMS C, DIE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 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. LEGEND CONSTRUCTION ENTRANCE 0 0 0 0 0 0 0 SAND /GRAVEL BAGS (2 HIGH) 0000000= SILT FENCE (IF NECESSARY) X X ............ ............ HYDROSEED SLOPE PROTECTION i BENCHMARK II i NOTE: I SPECIAL DISTRICT APPROVAL EROSION CONTROL ENGINEERING DEPARTMENT SRj CITY OF ENCINITAS BENCHMARK NO. 1033 2 -1/2" CONSTRUCT SEDIMENT!BARRIER PLANS PR ARED UNDER THE SUPERVISION OF • BRASS DISC MARKED "ENC -33 L.S. 7322" LOCATED IN THE TOP OF THE CURB AT THE SOUTH SIDE „ HORIZONTAL: 1 = 10 4 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OF THE PARKING LOT FOR THE CITY OF ENCINITAS TRAPPING DEVICE MIKE CONWAY (619) 988 -5537 VERTICAL: 1" = 10' !DOTTED HATCH REPRESENTS 2. I' I HYDROSEED CTION E SLOPE PROTECTION EXP. 9 -30 -13 DATE % �q /� DATE I i I 1 z I I I I 1 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT , ° ,e A I I I I I I \ \ I I I I I I I \ \ I I I I I \ I I I 1 I I Q I I I nI _4________> - ___T___�____ I I I I +_ I 1 l I i I I I I I I I I 1 I I 1 I i t 1 I I I I I I I "J I A I II ° ° ANTICIPATED TRAFFIC it i I it I I I I I I I I UPPER FF = 135.08' z MIDDLE FF = 128.58' LOWER FF = 118.00' THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES PAD = 11.25' II ° 4 \ If I I ( I t 19' RADIUS A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL II I I ( I I ' 1 DOTTED HATCH REPRESENTS II I I I HYDROSEED SLOPE PROTECTION i I I I tit I I ti I I �n N66'4;0'23 "E 239.02' II .� Lll]oOo'Vc IJ I�G��OL/ PH. 00420401 1 1 I I i I I I I I � I t I 1 ,i rn rn ai rn a CD I fU m m N I z 1 I /I } I ! I I i I I 1 / 1 HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: 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: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW 6. 1/2 LB PER ACRE OF DIMORPHOLECA ) 7. ITEMS C, DIE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 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. LEGEND CONSTRUCTION ENTRANCE 0 0 0 0 0 0 0 SAND /GRAVEL BAGS (2 HIGH) 0000000= SILT FENCE (IF NECESSARY) X X ............ ............ HYDROSEED SLOPE PROTECTION i BENCHMARK II i NOTE: I SPECIAL DISTRICT APPROVAL EROSION CONTROL ENGINEERING DEPARTMENT SRj CITY OF ENCINITAS BENCHMARK NO. 1033 2 -1/2" CONSTRUCT SEDIMENT!BARRIER PLANS PR ARED UNDER THE SUPERVISION OF RECOMMENDrD APP BRASS DISC MARKED "ENC -33 L.S. 7322" LOCATED IN THE TOP OF THE CURB AT THE SOUTH SIDE „ HORIZONTAL: 1 = 10 AND CHANNELIZE RUNOFF TO SEDIMENT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OF THE PARKING LOT FOR THE CITY OF ENCINITAS TRAPPING DEVICE MIKE CONWAY (619) 988 -5537 VERTICAL: 1" = 10' *°A• .'1 STEVEN R. ONES R.C.E. NO. 65124 A 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE EXP. 9 -30 -13 DATE % �q /� DATE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL z ,e NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT , ° ,e A CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF e d , e a e a e ° , TEMPORARY DEVICES WHEN RAIN IS IMMINENT. Q ° e e, WIDTH AS REQUIRED , Q ° TO ACCOMODATE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED A e ° e e ° ° ANTICIPATED TRAFFIC WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. W , ° , d ° ,e e z ° ° ° 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES ed ° 4 TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. 19' RADIUS A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MIN. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 50' MINIMUM 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 4 IN (10 CM) COARSE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE AGGREGATE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. FILTER 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ORIGINAL INTO THE TRENCH. ry FABRIC GRADING PLAN SHALL BE INCORPORATED HEREON. A, O II , ° GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY I ]:4� FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK ° .a e ° FILTER FABRIC- RUNOFF TWO LAYERS OF GRAVEL BAGS DAY. WITH ENDS OVERLAPPED QPOFESSjON 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE WIRE _ p R. AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN O 1.1' MIN., UNLESS OTHERWISE Q�' �N v0 F PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40% SILT GAP BETWEEN BAGS SPECIFIED BY CITY ENGINEER ��'luJ �� 2� AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH AINFALL. Acrs as SPILLWAY SECTION A -A Z No. 65124 rn 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Exp. 09/30/13 a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR DETAIL SILT FENCE DETAIL GRAVEL BAGS CONSTRUCTION ENTRANCE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH � � PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 S' Q OF THE EROSION AMC) SEDIMENT CONTROL HANDBOOK OF THE STATE NTS NTS N7 BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT SRj CITY OF ENCINITAS BENCHMARK NO. 1033 2 -1/2" PLANS PR ARED UNDER THE SUPERVISION OF RECOMMENDrD APP BRASS DISC MARKED "ENC -33 L.S. 7322" LOCATED IN THE TOP OF THE CURB AT THE SOUTH SIDE „ HORIZONTAL: 1 = 10 3 -0-1 OF THE PARKING LOT FOR THE CITY OF ENCINITAS DATE: SWAMI'S PARK IN THE RED CURB NORTHEAST OF THE RESTROOMS. VERTICAL: 1" = 10' *°A• .'1 STEVEN R. ONES R.C.E. NO. 65124 MASIH MARE GLENN �M ELEVATION = 82.081 EXP. 9 -30 -13 DATE % �q /� DATE T9TF OF Cp IFS OF CALIFORNIA DEPARTMENT OF CONSERVATION. APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: 1359 SAN ELIJO AVENUE, STEPHEN F. BO UKER 11492-G APN.• 260- 620 -59, 60 Q 11PLANNING CASE NO: 12 -101 PMW /CDP SHEET 3 OF 8 0 CD X `r i3 G° CL CD C � tc CD C CF T G� - CD CD l� CD `C NO 0 m R X Dt. ;y. "y:. .. 0 e.f a S .a ENGINEERING DEPARTMENT APPROVALS eYYYY.OYOe.eY.ee.YY ® 9. m o N OF CX c N. Ktt�SCY. c REFER TO SHEET 1 OF 3 OF THE DRAWINGS BY COASTAL LAND SOLUTIONS � eY, eee..o.ao.ovn p sn Q rn. 3 O'. z o a. ailaaaaa:aa:aaeaa:'�i ::Iass:as::aaeassl ' 7 .�. tb 1n '' m N A7 0 - -0 0 '. - •" 9I''s ::II :I:Sas Cp p1 � CrL O:: 0 -0:. 7 3'- 0 O; R !. ,vsMEMO CD .::Y:1Y11.esaa:::xY cu.. i p I .....a..Y..YY X N nevee.eaveY N2 -. O � o w II�y.�^�SS :Y ®IlYee il::s :soE 2:0sY::Y SCI m I N nivo.eoee neevovovu � O 5 me.oeu.e ein.Y...eYee aesa::a:sr-� ueee.een ` pl — � e.eaeve.l n......... .ee.ee.. v z rn N e c d o � eeY.e.e Y.eeeee tip. •. n X N. D! rr a F Dr r Inv.eo lag m 7 N O O 114� . G --I X O 0•. rr ro Cr Cn CD i r- 0 CD CD CD pp-��t: ?ea CL j 1V ill 1 CD 0 iU -P j C 0 m R X Dt. ;y. "y:. .. 0 0 a S .a ENGINEERING DEPARTMENT APPROVALS -�^ 66 ® 9. m o N OF CX c N. Ktt�SCY. c REFER TO SHEET 1 OF 3 OF THE DRAWINGS BY COASTAL LAND SOLUTIONS � c 0 f p sn Q rn. 3 O'. � O � 0 �. a0 X ' 7 .�. tb 1n '' m N A7 0 - -0 0 D _ 07 Df w � 7 fa' �'.. m Cp p1 � CrL O:: 0 -0:. 7 3'- 0 O; R O1 E 0 CD Cr cu.. CD -,- `L5 © co s a o o a o o +'�`�' 0 m R X Dt. ;y. "y:. .. 41 �•: 0 a N ENGINEERING DEPARTMENT APPROVALS -�^ 66 ® 9. m 86 O ,N� N OF CX c N. Ktt�SCY. c REFER TO SHEET 1 OF 3 OF THE DRAWINGS BY COASTAL LAND SOLUTIONS HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' - 0 f RECOMMENDED: APP fD: 4� MASIH IOTA PER GLENN PRUIM DATE 'h,13 DATE �2e GRADING PLAN FOR: 1 359 SAN ELIJO AVE CARDIFF, CA 92007 PLANNING CASE NO: 12- 101- PMW /CDP Za rn. 0 D -i 1 Z Cr 0 .. t0 9}l a0 X `v 7 .�. tb 1n '' m N iv A7 0 - -0 0 D _ 07 Df O 7 S (D 00 Q 7 fa' �'.. m Cp p1 � CrL O:: 0 -0:. 3'- 0 O1 E 0 eD n O O O 0 Cr cu.. -,- X. M. M 0 93 N2 O 0.. Nate$; WALLSI ft:NGE Front Aluminum pence on too of retaining wall must not exceed combined 6 'height from grade. Perimeter (once on wall not to exceed 41 solid - upper 2',15 5479al open within =the tirst 15 feet of the property and & feet on the other property lines combined With any walls: X ?,5 c U e m y O 0 0 O O' CD a a 00 O N � a G 7 3 rn; " 2 0 � K z � QD (D X X X rp 91)• =' CC C6 Cr .0.. 0 411. LA . . G n y.. 4t7 N 5 CfY 0- (•� t0 -. to g 0- .(D r �3 Cr + _0 rn 4D X 3 x —re CD 0 t7 CO Dk `4 40 Cl) CD 0 $ O 4D CD ID. O. 0 4U N :m 4n en ° m I am familiar with the requiramants for landscape and irrigation plaits contained in the City of Encinitas -Water Efficient Landscape Regulations "'. l have prepared this plan in compliance with those regulation and the Landscape Design Manuel. J certify that the plan implements those regulations to provide efficient use of water. Under penalty of pertury, l affirm that the foregoing is true acrd correct. ' �3 m �q+ a rn : a mr @_ M a 0 e' m Cr CL cv =r q N -s 30 0 O O 0 0) w 7 in. D3- M} N c m 0 0 0 CD G 0 CD .0 N 'co 0 O � C M f 0 CL rn 3 �_ G0 Cr Zr ,Zm„_. 'CL CL '� m CD .�i• I G F `111: Scale f n i 1 of _t41_ tieaomposedgranife va- 816bflizsd.' ThicknaS64" Amendment Note.: There are different soil requirement$. 1. Native Mix amendment 2 Soil conditioner Native mix includes: &tend of 45% adobe soil (15% send 65% day) 45% 4mm DG, 10% Nitro - shavings (composted nitro- humus, straw and fir wood chips); Native mix is for developing; easy air and moisure flow: Soil Conditioner; For all other plants and lawns. Rich mix of decomposed straw, fir wood chips and nitro- humus. The nitrogen is water soluNe for a deeper penetration. e 0W C 1 1 '!1 1 `'A Z [r cz Cb to CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ut tM `;Ht ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. N TNtU iN TIALSY Ktt�SCY. c REFER TO SHEET 1 OF 3 OF THE DRAWINGS BY COASTAL LAND SOLUTIONS HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' - 0 f RECOMMENDED: APP fD: 4� MASIH IOTA PER GLENN PRUIM DATE 'h,13 DATE �2e GRADING PLAN FOR: 1 359 SAN ELIJO AVE CARDIFF, CA 92007 PLANNING CASE NO: 12- 101- PMW /CDP Za C7i 0 D -i 1 Z Cr 'n � ��. ..•: Q ?7 0 c m ati 3'- 0 O1 E 0 eD n O O O 0 Cr cu.. -,- X. M. M 0 93 N2 O 0.. 4D 40 M to m T3' Oa O rn v z rn N e c tip. •. n X N. D! rr a F Dr rn ' . C m 7 N O O 114� . G --I X O 0•. rr ro s+i 0 C W c 0 rn N tieaomposedgranife va- 816bflizsd.' ThicknaS64" Amendment Note.: There are different soil requirement$. 1. Native Mix amendment 2 Soil conditioner Native mix includes: &tend of 45% adobe soil (15% send 65% day) 45% 4mm DG, 10% Nitro - shavings (composted nitro- humus, straw and fir wood chips); Native mix is for developing; easy air and moisure flow: Soil Conditioner; For all other plants and lawns. Rich mix of decomposed straw, fir wood chips and nitro- humus. The nitrogen is water soluNe for a deeper penetration. e 0W C 1 1 '!1 1 `'A Z [r cz Cb to CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ut tM `;Ht ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. N TNtU iN TIALSY Ktt�SCY. REFER TO SHEET 1 OF 3 OF THE DRAWINGS BY COASTAL LAND SOLUTIONS HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' PLANS PREPARED UNDER SUPERVISION OF DATE: 03.0 -31246 R.C.E. 2 /2 C -31246 � ��, C/1 EXP.: 02 /28/2015 DEBORAH SHEWA - ARCHITECT RECOMMENDED: APP fD: 4� MASIH IOTA PER GLENN PRUIM DATE 'h,13 DATE �2e GRADING PLAN FOR: 1 359 SAN ELIJO AVE CARDIFF, CA 92007 PLANNING CASE NO: 12- 101- PMW /CDP 11492 -G SHEET 4 OF 8 LO O T N r QJ O L Q N O N O U vi m c w Ui. c aOr O N co m Y„ c M J ' C£ 4 � M f T MM C 1 �` n w M R G) x / �}I l M' 1 T r e M T T T r as <i3 �= a�c�N ,• -,--vim ? A a7n _° A '" 'on �-p r�r`S � Hi � '4'C+ Off. Q. � ... A c Q Qom' nn � G n � Cdr 8 `d 9 " s : . Tl r°rxi Cep —s.6S i G7W NrnN Dz A.. Mla G r� o rm^ prepared this plan in use of water. Or the foregoing is 6" Smooth Interior pipe 4" gutter adapter 1 12x 12" oatch basin (NEcorner of garage) Pipe as l8 "below grade D1 SC ARDE In Bic- Retention just above grade DEDICATED LANDSCAPEPLANTER SYSTEM "NDS° MAIN DRAINLINE is 4" non- perforated conduction pipe ,at M" below FS: DISCHARGE - -tn Bfo- retention just above grade. al 953,437 on 6 hydrozones w 1 station 4,5,8;16 fawns between 600 and .8 ( a) DATE P SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS 0 DRAWING NO. a INITIALS INITIALS �- Q Q or m � °µw ma RECOMMENDS APP D: Av1_ MASIH MAHER GLENN PRUIM DATE ('; DATE 2-r3 GRADING PLAN FOR: 1359 SAN ELI 9 007 CARDIFF, CA 92007 PLANNING CASE NO: 12- 101- PMW /CDP G 11492 -G �d. ZA (; 0(D m ga R 2A I� �8 7. 3: v441 SHEET 5 OF 8 m3' 09 3 v t_ 6 p _ �T m m �yyiQ m Q. Q aN NO o E � ±w al 953,437 on 6 hydrozones w 1 station 4,5,8;16 fawns between 600 and .8 sc m � e x tw as $ rya 'gmag.... x a � p x R . ° s e' x r ; ri O M I 9 9,101 :a 3 I i ft C s9s" iA y.; ! ly ! CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CY m. DRAWING NO. a INITIALS INITIALS �- Q Q or m � °µw ma RECOMMENDS APP D: Av1_ MASIH MAHER GLENN PRUIM DATE ('; DATE 2-r3 GRADING PLAN FOR: 1359 SAN ELI 9 007 CARDIFF, CA 92007 PLANNING CASE NO: 12- 101- PMW /CDP G 11492 -G 7. SHEET 5 OF 8 6 �T sc m � e x tw as $ rya 'gmag.... x a � p x R . ° s e' x r ; ri O M I 9 9,101 :a 3 I i ft C s9s" iA y.; ! ly ! CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS REFER TO SHEET 1 OF 3 OF THE DRAWINGS BY COASTAL LAND SOLUTIONS HORIZONTAL: V = 10' VERTICAL: 1" = 10' PLANS PREPARED UNDER SUPERVISION OF DATE: 03 / 05 12013 R.C.E. NO.: C -31246 /1 EXP.: 02 !28!2015 DEBORAH SHE GA- ARCHITECT RECOMMENDS APP D: Av1_ MASIH MAHER GLENN PRUIM DATE ('; DATE 2-r3 GRADING PLAN FOR: 1359 SAN ELI 9 007 CARDIFF, CA 92007 PLANNING CASE NO: 12- 101- PMW /CDP G 11492 -G SHEET 5 OF 8 LO 0 m r di s a v 0 rn Q U N 15 c w Q m c m U 0 N T N (6 c J 2 U 0 Q U Z Lu d) Ini EA ABBREVIATIONS AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING 4 MATERIALS AWS AMERICAN WELDING SOCIETY CBC CALIFORNIA BUILDING CODE IBC INTERNATIONAL BUILDING CODE UBC UNIFORM BUILDING CODE WCL15 WEST COAST LUMBER INSPECTION BUREAU UHUPA WESTERN WOOD PRODUCTS ASSOCIATION AIB ANCHOR BOLT AIBV ABOVE ADJ ADJACENT ALT ALTERNATE AFF ABOVE FINISHED FLOOR APPROX APPROXIMATELY) ARCH ARCHITECTURAL 10 AT BLDG BUILDING BLK BLOCKING BM BEAM IBN BOUNDARY NAILING IBRG BEARING BTM (B) BOTTOM BTWN BETWEEN C CAMBERED) CANT CANTILEVER GIP CAST -IN -PLACE CL CENTERLINE CLG CEILING CLR CLEAR COL COLUMN GONG CONCRETE CONN CONNECTION COAST CONSTRUCTION GTR CENTERED) d PENNY (NAILS) DBL DOUBLE DEPT DEPARTMENT DF DOUGLAS FIR DIA (0) DIAMETER DIAG DIAGONAL DIAPH DIAPHRAGM DIM DIMENSION ON DOM do DITTO (REPEAT) DP DEEP (DEPTH) DWG DRAWING EA EACH EF EACHFACE ELEV ELEVATION EMBD EMBEDMENT) EN EDGE NAILING EW EACH WAY EX5TG (E) EXISTING EXT EXTERIOR FF FINISHED FLOOR FIN FINISH(ED) FLG FLANGE FLR FLOOR FN FIELD NAILING FND FOUNDATION FRM'G FRAMEONG) FT FEET FTG FOOTING GA GAUGE GALV GALV GALVANIZED) GB GRADE BEAM GLIB GLUE LAMINATED BEAM HD HOLD DOUJN HOR HEADER HGR HANGER HORZ (H) HORIZONTAL HT HEIGHT IN ( ") INCHES INT INTERIOR JST JOIST K KIPS (1000) KSI KIPS PER SQUARE INCH L ANGLE LB LAG BOLT NOTICE TO: Ib ( ") POUND(5) LDGR LEDGER LG LONGOTUDINAL) LTWT LIGHT WEIGHT MAS MASONRY MAT'L MATERIAL MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MEZZ MEZZANINE MF MOMENT FRAME MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL (N) NEW NO. ("') NUMBER NTS NOT TO SCALE OC ON CENTER OUJJ OPEN WEB JOISTS P/C PRECAST CONCRETE PERP (1) PERPENDICULAR PCF POUNDS PER CUBIC FT, PL PLATE PLY PLYWOOD PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE DESIGN BASE SHEAR: INCH PT PRESSURE TREATED P/T POST - TENSIONED BASIC WIND SPEED = 85 MPH (PRESTRESSED) QTY QUANTITY REF REFERENCE REINF REINFORCEMENT REQ'D REQUIRED RJ ROOF JOIST RO ROUGH OPENING RR ROOF RAFTER SCH SCHEDULE SW 5HEAIRWALL BHT SHEET SIM SIMILAR SIMP 51MP50N SKWD SKEW(ED) SPEC SPECIFICATIONS SQ SQUARE 55 SELECT STRUCTURAL STD STANDARD 5TGR 5TAGGER(ED) STRUCT STRUCTURAL T415 TOP AND BOTTOM T4G TONGUE AND GROOVE THK THICK THIRD THREAD(ED) TN TOE NAIL TOF TOP OF FOOTING TOW TOP OF WALL TOP TOP OF PARAPET TS TUBE STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT (V) VERTICAL VIF VERIFY IN FIELD W STEEL WIDE FLANGE W/ WITH WD WOOD WT WEIGHT WWF WELDED WIRE FABRIC THE APPLICANT / OWNER / OWNER'S AGENT / ARCHITECT / ENGINEER OF RECORD: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE 70 COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF -51TE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES, NOTICE TO: THE CONTRACTOR / BUILDER / SUBCONTRACTOR / OWNER- BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE WOR< 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 CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF -SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT F SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES, CONCRETE BLOCK MASONRY I. MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CO FORMING TO ASTM C -90 GRADE K W/ AN ULTIMATE COMPRESSIVE STRENGTH - F'm = 1500 PSI. 2, MORTAR MIX SHALL BE ONE PART CEMENT, 3 PARTS SAND, 1/4 HYDRATED LIME OR LIME PUTTY BY VOLUME! WATER CONTENT SHALL BE THE MINIMUM REQUIRED FOR WORKING CONSISTENCYt MORTAR SHALL BE TYPE "S ", UNLESS NOTED OTHERWISE, 3. GROUT MIX SHALL BE ONE PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL BY VOLUME. THE 28 DAYS ULTIMATE STRENGTH OF THE GROUT SHALL BE 2000 P51. 4, GROUT MIX SHALL BE SOLID GROUTED, UNLESS NOTED OTHERWISE ON PLANS. 5. CONTINUOUS DEPUTY INSPECTION 15 NOT REQUIRED, UNLE55 NOTED OTHERWISE. 6, FIRST COURSE OF BLOCKS ABOVE OPENINGSSHALL BE LINTELBOND BEAM UNITS. 1. MAXIMUM GROUT LIFT SHALL NOT EXCEED 4' -0' IN ONE DAY UNLESS PROPER PROCEDURES OF HIGH LIFT GROUTING OF THE GOVERNING AGENCIES ARE FOLLOWED. VIBRATE ALL GROUT LIFTS. 8. MASONRY SHALL BE CLEAN AND FREE OF ALL SUBSTANCES THAT MAY IMPAIR BOND, 9. BOND BEAM TYPE UNITS SHALL BE USED FOR ALL HORIZONTAL REINFORCING STEEL, 10. VERTICAL COLD JOINTS ARE NOT ALLOWED UUNLE55 NOTED OTHERWISE ON THE DRAWINGS, 11. HORIZONTAL CONSTRUCTION JOINTS: WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, THE GROUT POUR MUST BE STOPPED A MINIMUM 11/2 ' BELOW THE TOP OF THE UPPER UNIT. 12, CONTRACTOR SHALL ADEQUATELY BRACE ALL MASONRY WALLS UNTIL FLOOR AND /OR ROOF FRAMING HAS BEEN ERECTED COMPLETELY. 13, RETAINING WALLS RESTRAINED BY WOOD FLOOR FRAMING AT THE TOP OF WALL (TOW,) SHALL NOT BE BACK - FILLED PRIOR TO COMPLETION OF FLOOR DIAPHRAGM INSTALLATION (SEE STRUCTURAL DETAILS OR DISCUSS W/ ENGINEER FOR RETAINING WALL DESIGN- TYPE). RETAINING WALLS RESTRAINED BY A CONCRETE DECK AT THE T.O.W. MAY BE BACKFILLED WHEN THE FOLLOWING CONDITIONS ARE _MET: A REINFORCED CONCRETE SLAB AT BOTTOM OF WALL HAS BEEN PLACED AND DOWELED INTO WALL FOOTINGS PER STRUCTURAL DETAILS (ALLOW MIN. 3 DAYS FOR SLAB TO CURE), AND B. SHORING AT THE T.O.W. HAS BEEN COMPLETELY ATTACHED TO SUPPORT THE WALL UNDER SOIL LOADING. CANTILEVERED -TYPE RETAINING WALLS AIRE EXEMPT FROM THE ABOVE REQUIREMENTS PRIOR TO BACKFILLING. REINFORCING STEEL I. DEFORMED BAR REINFORCEMENT SHALL CONFORM 70 THE FOLLOWING GRADES OF ASTM A 615 -94: GRADE 40 - "3 AND SMALLER GRADE 60 - 04 AND LARGER 2, DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH IBC SEC. 11301 4 OTHER SECTIONS ACCORDING TO APPLICATION. 3, LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL BE AS SHOWN ON SHEET 504 "CONCRETE LAP SPLICE TABLE', AND NOT LE55 THAN 12'. 4. LAPS AT BAR SPLICES IN MASONRY CONSTRUCTION SHALL BE AS SHOWN ON SHEET SD -1, 'MASONRY LAP SPLICE TABLE', AND NOT LE56 THAN 48 c1b. 5. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT THE TOP AND BOTTOM AND AT INTERMEDIATE LOCATIONS, SPACED NOT GREATER THAN 192 BAR DIAMETERS (SEE DETAILS FOR OTHER REQ76). 6. WALLS, PILASTERS AND COLUMNS SHALL BE DOWELED TO THEIR SUPPORTING FOOTINGS WITH REINFORCEMENT OF THE SAME SIZE, GRADE AND SPACING AS THE VERTICAL REINFORCEMENT IN THE WALLS, PILASTERS, OR COLUMNS (U.NO) 1. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF 'BAR SUPPORT SPECIFICATIONS" AS CONTAINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE' BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSU. 8. REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CRSI 'MANUAL OF STANDARD PRACTICE', LATEST EDITION. 9. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING CONCRETE OR GROUT. 10. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED II. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION 12, WELDING OF ALL REINFORCING STEEL TO STRUCTURAL STEEL SHALL BE LIMITED TO THOSE AREAS SPECIFICALLY SHOWN ON THE PLANSS, ANY OTHER WELDING SHALL REQUIRE THE APPROVAL OF THE GOVERNING AGENCY, FIELD INSPECTOR, AND STRUCTURAL ENGINEER. 13. FLARE GROOVE WELDS SHALL, IN ADDITION, TO ALL SPECIFICATIONS LISTED ABOVE COMPLY WITH THE REQUIREMENTS OF THE THIRTEENTH EDITION OF THE 'MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN" AS PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. REINFORCED CONCRETE FOUNDATIONS 1. THE MINIMUM 28 -DAY CYLINDER STRENGTH SHALL BE PER 2009 IBC TABLE 190422, AS FOLLOWS, (U.N.O.). CONCRETE ELEMENT F'c 5LA5 ON GRADE 2500 PSI CONTINUOUS FOOTINGS 2500 PSI SPREAD PAD FOOTINGS 2500 PSI PILES d CAISSONS 2500 PSI GRADE BEAMS 2500 PSI ALL CONCRETE REQUIRED TO BE GREATER THAN 2500 PSI SHALL HAVE SPECIAL INSPECTION PER 2009 IBC 1104423. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 -94, TYPE I OR II. 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C 33 -94 AND SHALL BE AS DEFINED IN ACI 318 SECTION 33. "A" AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C 330 -89. STRUCTURAL LIGHT WEIGHT CONCRETE SHALL HAVE A DENSITY RANGE OF 110 TO 115 PCF. 4, ADMIXTURES PER ACI 318 SECTION 3b MAY BE USED WITH PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED N ACCORDANCE WITH ASTM C 94 -94 AND PER SECT. 19 - MIXING 4 PLACING OF CONCRETE. 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL IN NONPRESTRESSED CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: LOCATION A CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH MIN, COVER (IN:) 3 SPECLgL INSPECTION SUMMARY: CONTINUOUS INSPECTION (UN.0) SHALL BE PERFORM BY QUALIFIED SPECIAL INSPECTORS RETAINED BY OWNER AND APPROVED BY THE BUILDING OFFICIAL TO ACT AS A SPECIAL INSPECTOR FOR THE FOLLOWING: I C04CMTE 13J VERIFY SOILS CONDITIONS ARE &JESTANTIALLY M COPfOR•IANCE 2 EIMTS INSTALLED IN CONCRETE T UTH THE SOIL INVESTIGATION REPORT 3 SPECIAL MOMENT - RESISTING CONCRETE FRAME 132 VERIFY THAT FOIMDATION EXCAVATIONS EMEND TO PROPER 4 REINFORCINNG STEEL 4 PRESTRESSING; STEEL TENDONS EXT. WALL WEIGHT DEPTH AND SEARING STRATA 51 ALL STRUCTURAL UELDMG 133 PROVIDE SOILS COMPACTION TEST RESULTS, DEPTFI OF FILL, 51 SPECIAL MOMENT- REVOTNG STEEL FRAME _ P5F RELATIVE DENSITY, BEARING VALUES 53 WELDING REWORCMG STEEL 13A PROVIDE SOIL EXPANSION TEST RESULTS, EXPANSION INDEX, 6 HIGH- STRErNdH SWING LATERAL FORCE PROCEDURE RECOPMENDATIOS FOR R-OMDATICN, ON -GRADE FLOOR SLAB T STRUCTURAL MASONRY DESIGN FOR EACH BIJILPWj SITE 8 REINFORCED GYPSUM CONCRETE 14 SMOKE - CONTROL SYSTEM S INSULATI S. CONCRETE FILL 5 BFECIAL CASES (SPECIFIED BY TIE BUILDING OFFICAL) O 8F'RAY- APPLIED FIRE - RESISTIVE MATERIAL$ I& OFF -8ITE FABRICATION OF SUILDNG COMPONENTS I11 NL ADRI LED PIERS 4 CA168" 11 OTHER SPECIAL CASES (SPECIFIED BY DESIGNER OF RECORD) SEI5MIC RESPONSE COEFFICIENT: Cs = -- NO. DESCRIPTION OF TYPE GF INSPECTION SMIRED, LOCATION, R EMAWS, ETC. DESIGN STRENGTH 1 AT -N -PLACE STRUCTURA. Gft=TE 99.45 a POOL nIGHANICAL e (FOR PLANS AND DETAILS) T'o :3,669 P8I T cm BRIE MUM (PER PLANS AND DETAILS) IS66 PSI PSF VERIFY BOILS CONDITIONS ARE &WANII"Y N Ga4k RMANq WITH THE SOILS REPORT. ( PERIODIC INBPEOTION ) FLOOR LIVE LOAD 132 VERIPY THAT POMMION E»AVATKJNS OC M TO ROPOR DEPTH AND C@ARNG STRATA.. ( RERIODiC INBFECTION ) EXT. WALL WEIGHT PSF PSF INT. WALL WEIGHT PSI PSI: ROOF SNOW LOAD PS _ P5F Pf= Ce= 1= Ct= LATERAL DESIGN PLAN5 P PARED UNDER 5UPERV1510N F DATE: 1/30/13 R.CE. NO.: 5 4352 MIKE 51JRPRE NT, .E. EXP.: 6/30/14 11% RECOMMEN ED, O MASIH MAHER GLENN F'RUIM - -- DATE PATE ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE 5A51C SEISMIC FORCE IRE515TING SYSTEM = 51TE CLA55 = D OCCUPANCY CATEGORY = 2 I. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS B. FORMED SURFACES EXPOSED 70 EARTH OR WEATHER: REQUIRED BY CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION % THROUGH "IS BARS 2 15 NOT A 5U55TITUTE FOR INSPECTION BY A CITY INSPECTOR SPECIALLY INSPECTED WORK 05 BARS, 5/6 INCH WIRE, AND SMALLER 11j2 WHICH 15 INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR 15 SUBJECT TO REMOVAL OR EXPOSURE, C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 14 AND hb BARS II /2 2. SPECIAL INSPECTION TO BE PROVIDED BY: 11 AND SMALLER 5/4 NOTE: CONTRACTOR TO VERIFY THAT THE SPECIAL INSPECTOR IS CERTIFIED BY THE LOCAL (SLABS, WALLS, JOISTS} JURISDICTION'S BUILDING DEPARTMENT, TO PERFORM THE TYPES OF INSPECTION SPECIFIED, PRIOR 70 PERFORMING INSPECTIONS. PRIMARY REINFORCEMENT, STIRRUPS, TIES OR SPIRALS 111/2 1 A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK WITH SPECIAL INSPECTION MUST BE (BEAMS, GIRDER5, COLUMNS) COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE LOCAL BUILDING JURISDICTION. 1. SLEEVES, PIPES AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTING5, GRADE BEAMS, PILE CAPS OR TIE BEAMS UNLESS SHOWN IN APPROVED BY STRUCTURAL ENGINEER AND SHOWN IN STRUCTURAL DETAILS. 8. ALL SLEEVES THROUGH BEAMS, GIRDERS AND FOUNDATION WALLS SHALL .5E INSTALLED AND SECURED IN POSITION PRIOR TO PLACING CONCRETE. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, SLEEVNG SHALL NOT BE PERMITTED UNLESS APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER 9. CONDUIT SHALL NOT BE PLACED IN ANY CONCRETE SLAB LESS THAN 3 -1/2' THICK. IF CONDUIT IS PLACED IN CONCRETE SLAB, ITS OUTSIDE DIAMETER SHALL NOT BE GREATER THAN ONE THIRD OF THE SLAB THICKNESS. 10. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4 INCH (U.N.O.) II, FRAMING CONTRACTOR TO VERIFY LOCATION OF HOLDOWNS PRIOR TO POURING OF CONCRETE FOUNDATIONS, 12. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, OR GROUNDS REQUIRED TO BE CAST IN THE CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. 13, ALL VERTICAL SURFACES OF CONCRETE ABOVE FINISHED GRADE SHALL BE FORMED, 14. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS DUE TO ARCHITECTURAL C.I.P. CONCRETE, 15. SLAB ON GRADE IS NOT DESIGNED AS A STRUCTURAL DIAPHRAGM (LKO.). 16. X ALL FOUNDATION CONSTRUCTION SHALL FOLLOW RECOMMENDATIONS FOUND IN THE PROJECT SOILS REPORT BY OTHER Em ❑ NO SOILS REPORT PROVIDED FOR THIS PROJECT. MINIMUM SOILS DESIGN VALUES SHALL BE PER IBC TABLE 18042 ASBF - 1,000 psf. SOILS DESIGN VALUES ARE SUMMARIZED ON SHEET S -I, 'STRUCTURAL DESIGN BASIS', 4. WHEN WELDING 15 DONE IN AN APPROVED FABRICATORS SHOP, SPECIAL INSPECTION IS NOT REQUIRED. SEE NOTES 5 4 6 BELOW. PERIODIC INSPECTION MAY BE USED FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5116'. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE ABOVE ITEMS PROVIDED THAT THE MATERIAL, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS AND A VISUAL INSPECTION OF ALL WELDS 15 MADE PRIOR TO SHIPMENT OF SHOP WELDING. 5. AN APPLICATION FOR OFF -51TE FABRICATION MUST BE SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE LOCAL BUILDING JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. 6. A CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIV151ON OF THE LOCAL BUILDING JURISDICTION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS_ 1. HIGH - STRENGTH BOLT, NUTS AND WASHERS MAY BE REQUIRED TO BE SAMPLED, TESTED AND APPROVED BY THE INSPECTION SERVICES DIVISON OF THE LOCAL BUILDING JURISDICTION PRIOR TO THE INSTALLATION. (IN THE CITY OF SAN DIEGO SEE BNL 11 -6). 8. SPECIAL INSPECTION IS REQUITED FOR BOLTED CONNECTIONS UTILIZING HIGH - STRENGTH A325 AND A490 BOLTS. SUCH INSPECTIONS SHALL BE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED STANDARDS AND THE REQUIREMENTS OF CHAPTER 11. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLT, NUTS, WASHERS AND PAINT, BOLTED PARTS, AND THE INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. 5UC14 INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASIS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 11043.3- INSPECTOR SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE PLANS OR SPECIFICATIONS AND SHALL MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND THAT THE SELECTED PROCEDURE 16 PROPERLY USED TO TIGHTEN ALL BOLTS. 9. FOR WELDED, FULLY RESTRAINED CONNECTIONS BETWEEN PRIMARY MEMBERS OF ORDINARY MOMENT RESISTING FRAMES (OMRF), AND SPECIAL MOMENT RESISTING FRAMES (BMW), NONDESTRUCTIVE TESTS PER APPROVED NATIONAL STANDARDS, SHALL BE CONDUCTED, ALL COMPLETE PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100% EITHER BY ULTRASONIC TESTING OR RADIOGRAPHY. FOR WELDED, FULLY RESTRAINED CONNECTIONS BETWEEN PRIMARY MEMBERS OF OMRF WHICH ARE FABRICATED IN AN APPROVED FABRICATORS SHOP, NONDESTRUCTIVE TESTS SHALL BE CONDUCTED BY A SPECIAL INSPECTION AGENCY APPROVED BY THE LOCAL BUILDING JURISDICTION, 10. WHERE MATERIALS OR ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY THE CITY OF SAN DIEGO IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1103.5.E IDENTIFY ON PLANS, NAME AND ADDRESS OF THE TESTING / INSPECTION AGENCY, GENERAL NOTES I. ALL CONSTRUCTION, INCLUDING MATERIAL AND WORKMANSHIP, SHALL CONFORM TO THE PROVISIONS OF THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH THE GOVERNING AGENCY AMENDMENTS AND STANDARDS REFERENCED THEREIN. WHEREVER CODE OR IBG 15 REFERENCED IN THE FOLLOWING GENERAL NOTES OR OTHER NOTE SECTIONS, IT SHALL IMPLY THE IBC REFERENCED ABOVE. ALL PROJECTS LOCATED IN THE STATE OF CALIFORNIA SHALL CONFORM TO THE 2010 CALIFORNIA BUILDING CODE (CBC) AND RON TO THE CEO IN LIEU OF THE AFOREMENTIONED IBC, 2, ALL ASTM STANDARDS LISTED HEREIN SHALL BE AS REFERENCED IN THE LATEST ISSUE OF THE ANNUAL BOOK OF STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM)- 3. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO STARTING WORK THE ARCHITECT AND STRUCTURAL ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF DISCREPANCIES. 4. ALL OMISSIONS AND /OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WOWING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, ARCHITECT, AND FIELD INSPECTOR THE ARCHITECT OR STRUCTURAL ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR OMISSION. 5. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND /OR STANDARD DETAILS SHOWN ON SHEET 5D -1. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. 6. IF A SPECIFIC DETAIL 15 NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK 1, WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THESE STRUCTURAL DRAWINGS. 8. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN ADEQUATE SHORING AND BRACING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION, THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRICTION. a PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, BLOCK -OUTS, etc. SHALL NOT BE PLACED IN 6LA55, BEAMS, GIRDERS, COLUMNS, WALLS, FOUNDATIONS, etc. NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWING5. F ANY PIPES, DUCTS, CONDUIT, etc. ARE PLACED THAT ARE NOT SHOWN ON THESE STRUCTURAL DRAWINGS, THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED (SEE PARAGRAPH 4 ABOVE). 10. ANCHOR BOLTS OR INSERTS FOR EQUIPMENT ANCHORAGE OR INSTALLATION SHALL BE DESIGNED FOR SEISMIC ZONE D BY A CIVIL ENGINEER OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND SHALL BE IDENTIFIED ON THE MECHANICAL OR ELECTRICAL SHOP DRAWINGS. 11, THE CONTRACTORS SHALL A5S1JME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKNG HOURS. THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE STRUCTURAL ENGINEER FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PEFA'ORMANCE OF WOW, ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE STRUCTURAL ENGINEER 12. IF THE CONTRACTOR PROPOSES ANY SUBSTITUTION, NEW CALCULATIONS AND DETAILS MAY HAVE 70 BE PREPARED, EXISTING DETAILS MAY HAVE TO BE ALTERED, AND NEW DRAWINGS MAY HAVE TO BE SUBMITTED TO THE BUILDING DEPT, THE CONTRACTOR SHALL PAY THE STRUCTURAL ENGINEER'S FEES TO ALTER THE APPROVED PLANS. THE CONTRACTOR SHALL AL50 PROCESS THE REVISED PLANS REFLECTING ALL SUBSTITUTIONS THROUGH THE APPROPRIATE OFFICE OF ALL GOVERNING AGENCIES. STRUCTURAL DESIGN BASIS VERTICAL DESIGN CASE I CASE 2 ROOF DEAD LOAD W= P5F PSF ROOF LIVE LOAD F5F = POP FLOOR DEAD LOAD PSF = PSF FLOOR LIVE LOAD PSF PSI EXT. WALL WEIGHT PSF PSF INT. WALL WEIGHT PSI PSI: ROOF SNOW LOAD PS _ P5F Pf= Ce= 1= Ct= LATERAL DESIGN PLAN5 P PARED UNDER 5UPERV1510N F DATE: 1/30/13 R.CE. NO.: 5 4352 MIKE 51JRPRE NT, .E. EXP.: 6/30/14 11% RECOMMEN ED, O MASIH MAHER GLENN F'RUIM - -- DATE PATE ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE 5A51C SEISMIC FORCE IRE515TING SYSTEM = 51TE CLA55 = D OCCUPANCY CATEGORY = 2 SEISMIC DESIGN CATEGORY - D MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 1423 51 = OB40 SPECTRAL RESPONSE COEFFICIENTS: SD$ - 0.949 SDI = 0b40 SEISMIC IMPORTANCE FACTOR: 1 - 1.0 LATERAL RESISTING SYSTEM FACTOR: R - - SEI5MIC RESPONSE COEFFICIENT: Cs = -- DESIGN BASE SHEAR: V= -- Ibs WIND DESIGN METHOD 2 = ANALYTICAL PROCEDURE BASIC WIND SPEED = 85 MPH I= I EXPOSURE CATEGORY - C FOUNDATION DESIGN ❑ 501L - UNCLASSIFIED (PER 2009 IBC 161352 4 TABLE 18042) ALLOWABLE SOIL BEARING PRESSURE - 1,000 PSF SOIL PROFILE TYPE D USED FOR LATERAL DE54N X SOILS REPORT BY: HETHERINGTON ENGINEERING, INC. REF ": 1018.1 ISSUED: MAY 1, 2012 SEISMIC 501L PROFILE TYPE = D ALLOWABLE BEARING PRESSURE = 2.000 PSF ACTIVE 501L PRESSURE (CANT) -40 PCF ACTIVE 501L PRESSURE (RESTR) -60 PCF PASSIVE SOIL PRESSURE = 250 PCF MAXIMUM PA551VE PRESSURE PCF COEFFICIENT OF FRICTION = 0.35 AVE! S1AcIVIX {L UhUS RL• V1Sj60 AAID A # ##*A0 ✓6A bY6S &IL CfzP- AS PG a 13_169 MA tHE &vcArNveA0,?rv& N®aot. 6+ CHANGE N . DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DE5IGNED SY: DRAWN BY: CHECKED 1�Y: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. INITIALS 1_5 I - INITIALS REFER TO SHEET 1 OF 3 OF THE DRAWINGS BY COASTAL LAND SOLUTIONS HORIZONTAL: I" = lm' VERTICAL: 1' = 10' PLAN5 P PARED UNDER 5UPERV1510N F DATE: 1/30/13 R.CE. NO.: 5 4352 MIKE 51JRPRE NT, .E. EXP.: 6/30/14 11% RECOMMEN ED, O MASIH MAHER GLENN F'RUIM - -- DATE PATE GRADING PLAN FOR: 1359 SAN ELIJO AVE CARDIFF, CA 92007 PLANNING CASE NO: 12- I01- F'MUJ /CDP 11492 -G 11; w 1 SHEET 6 OF 8 S O O Q O s z w N Inl 8" CMU WALL (SOLID GROUT) SPEC. INSP, i2EQ'D. *5 BARS g 16" O.G. (V) S BARS W 16" O.C. (H) *5 BARS 0 16' O.C, SOIL OR FLATWORK PER ARCH'L /44 o ° d ° C O *5 BARS 16" O.C. pd ° e ° dd a 05 5AR5 s 8' O.C. 3" CLR TYP. 21 -9, RETAINING WALL DETAIL 8' CMU WALL (SOLID GROUT) SPEC. INSP. REQ'D. 3 3' WATERPROOFING PER ARCH'L X}� Q E 8 v DRAIN AND PAC KF PER GEOTECHNIGAL ILL ENGINEER'S RECOMMENDATIONS. SEE ADP-L. INFO. ON DETAIL 1 4 8. (a 0 5 J SON zQLu w j7 0 sQQ —0� *8 BARS a 16' O.G, (V) Q O WATERPROOFING *5 BARS o I6" O.C. (H) PER ARGH'L *5 BARS @ 16' O.C. I DRAIN AND BAGKFILL PER GEOTECHNICAL ENGINEER'S SOIL OR FLATWOW RECOMMENDATIONS, PER ARCH'L SEE ADDL. INFO. ON DETAIL 1 4 8, 2' MIN. o.. a. Q 4 w d _ OO *5 BARS g 16" O.C. w ° Av 05 BARS m 8" O.C. 3' CLR TYP. d z F d CONT. *5 BAR 0 8" CMU WALL (SOLID GROUT) SPEC. INSP. REQ'D. *5 5AR5 0 l6" O.C. (V) *5 BARS o 111 O.C. (H) SOIL OR FLATWORK PER ARCH'L V Mlid ' a *5 BARS 0 16' O.G. *5 BARS e 8" O.C. 3' — WATERPROOFING D PER ARCH'L 11/2, *4 J< *5 4 *8 E DRAIN < BACKFILL PER SOILS 0 REPORT. CONFIRM ALL � RECOMMENDATIONS BELOW w/ m GEOTECHNICAL ENGINEER 69 USE 4"0 MIN. SCHEDULE 40 (OR 55 EQUIVALENT) PERFORATED 110 (PEFZFORMATIONS "DOWN ") PVC 15 PIPE EMBEDDED IN AT LEAST 36 I- CUBIC -FOOT OF 3/4' CRUSED 63 ROCK PER LINEAL FOOT OF 81 PIPE ALL WRAPPED IN AN 101 APPROVED FILTER FABRIC. 13 25 / -45 BARS ® 16' O.G. 3-1 J< E 0 v d iY A 'c _ad O O {(N, dd . �e ad Eip-p4 ..4 .q a J c c 3' CLR TYP, 2' -0" 91 RETAINING WALL DETAIL 8" CMU WALL (SOLID GROUT) SPEC, INSP. REQ'D. *5 BARS ® IV O.G. (V) *5 BARS I6' O.G. (H) SOIL OR FLATWORC PER ARCH'L 2' MM. "m L +5 BARS a 16' O.G. 3' _ WATERPROOFING D PER ARCH'L 11/2, *4 V *5 4 *8 E DRAIN 4 BACKFILL PER SOILS 0 REPORT. CONFIRM ALL 16 RECOMMENDATIONS BELOW w/ 11 GEOTECHNICAL ENGINEER 69 USE 4 20 MIN. SCHEDULE 40 (OR 55 EQUIVALENT) PERORATED 110 (PERFOF�MATIONS "DOWN") PVC 15 PIPE EMBEDDED IN AT LEAST 36 1 -CU5IC -FO0T OF 3/4' CRUSED 63 ROCK PER LINEAL FOOT OF 81 PIPE ALL WRAPPED IN AN 101 APPROVED FILTER FABRIC. 13 25 / —*5 BARS ® 16' O.C. 3-1 d Q O ad. O VA ?ao ° d E P .4 o d. 4d. a lL *5 BARS 8" O.G. 3" CLR. TYP. RETAINING WALL DETAIL • be n .G STIRRUP AND TIE DETAIL BAR D *3 11/2, *4 V *5 21/2' _ OEG FOR 5TIRRUP5 4 TIES BAR D *3 11/2, "4 2" *5 2 1/2' h I 6 OFFSET CONCRETE REINFORCING - Fy = 60 k51 CONCRETE V. (pal) LAP SPLICE (IN.) - DEFORMED BARS *3* K 4 *5 *6 *-I *8 *9 *10 *II 2500 16 32 39 41 69 10 55 100 110 3000 15 2S 36 43 63 -12 81 SI 101 4000 13 25 31 3-1 54 62 10 19 Sl 1. ALL SPLICES ARE GLASS B = 13 I6 (PER IBG GH, 19) 2. **3 BARS fr = 40 ksi 3. d6- BAR DIAMETER SEE 57RUCTURAL DETAILS FOR OTHER REQUIREMENTS [iVIV(iRCIC (IL IN. I "IIIV/ TENSION REINFORCEMENT 4 CONCRETE LAP SPLICE TABLE MA509RT' REINFORCING - Fy = 60 ksi F'm = 1500pai (MIN.) LAP SPLICE (IN.) - DEFORMED BARS 03. *4 *5 *6 *1 *8 *9 *10 *II 4866 18 24 30 36 42 48 54 61 65 1266 21 36 45 54 63 12 81 '31 102 PLANS PREPARED UNDER SUPERVISION ,,- �Oi� DATE: 1 /3>a /13 R.G.E. NO.: rJ X352 MIKE SURPRE T, .E. EXP.: � /3:a /14 RECOMMEN ED: P 011 D• MASIH MAHER CxLENN PRUIM DATE DAT�� C�RADINC� PLAN FOR: 1359 SAN ELIJO AVE CARDIFF, CA 92007 PLANNINCs CASE NO: 12_101- PMUJ /CDP 11492 -G I. ALL SPLICES SHALL BE 48dbUNLESS NOTED OTHERWISE IN PLANS (PER IBG CH. 21) 2. 03 BARS fr = 40 ksi 3. db - BAR DIAMETER n sn COMPRESSION REINFORCEMENT 1 r m m Si W xll X Q SEE STRUCTURAL DETAILS FOR OTHER IREQUIREMENT5 4d I d = BAR DIAMETER � LAP SPLICE 24d6(M1N) (2 I/2° MIN) D = 6d FOR *3 THRU *6 M SOA NARY (4� 8de MIN) D = Sd FOR *8 THRU *II r v A r STIRRUP 4 TIE DETAIL TEN51ON REINFORCEMENT COMPRESSION REINFORCEMENT BAR BENDING, STIRRUP AND TIES 5 MASONRY LAP SPLICE TABLE 2 NOTES: I, NOTE 1. NOTE I. 1. "D' EQUALS DEPTH OF FOOTINGS PER PLANS 4 DETAILS. 2, REINFORCING TO MATCH SIZE 4 SPACING OF FOOTING REINF. 3. SLOPE OF STEPS TO BE I VERT. 36 DIA. TO 2 HORIZ (MAX. SLOPE) U.ON. MIN. LAP (TYP-) 4' -0' MIN. Q A P m Q � P tl'eC 3' -0' MIN I g :' TYPICAL STEPPED FOOTING NI]TF t NOTE: 1. SEE CONCRETE LAP SPLICE TABLE, DETAIL 1 /6D -I 6 1 CORNER AND INTERSECTION ©I 'IL �T OF RETAINING WALL DETAIL 10 CHANGzE N DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESICzNED EsY: Di@AUJN cH�cKED BY: ENGINEERING DEPARTMENT APPROVAL CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. aY: REFER To sHEEt I of 3 of THE DRAWINCsS BY COASTAL LAND SOLUTIONS HORIZONTAL: I" = 10' VERTICAL: 1' = 10' PLANS PREPARED UNDER SUPERVISION ,,- �Oi� DATE: 1 /3>a /13 R.G.E. NO.: rJ X352 MIKE SURPRE T, .E. EXP.: � /3:a /14 RECOMMEN ED: P 011 D• MASIH MAHER CxLENN PRUIM DATE DAT�� C�RADINC� PLAN FOR: 1359 SAN ELIJO AVE CARDIFF, CA 92007 PLANNINCs CASE NO: 12_101- PMUJ /CDP 11492 -G SHEET 7 OF 8 �r GUARDRAIL PER ARCH'L —\ 03 BARS (MIN.J a 16' O.C, EACH WAY 15 BARS 6 8" O.C. EACH WAY 3° 5 BARS m 1(o ° O.C. 5 BARS g 8" O.G. !1 a 15 BARS ® 16 O.G. m z— d 8' THICK 8" CMU WALL (SOLID GROUT) SPEC, INSP. REQ'D. 05 BARS a I6" O.C. (V) 5 BARS s 16" O.G. (H) r•_ EXT, FLATWORK PER ARCH'L CAST -M -PLACE STRUCTURAL SLAB (P'c = 3,000 pal) SPEC. INSP. REQV. — 5 BARS ID I6' O.C. �1 �I 8" CMU WALL (SOLID GROUT) SPEC. INSP. REQ'D. $ BARS a 16' O.C. (V) 5 BARS a 16' O.G. (H) 05 BARS 16' O.G. d d ° 'd a d' 4.4 A d a d 4b 0 ef a a d 3" GLR. TYP. CONT. 5 BAR POOL MECHANICAL SECTION DETAIL (2) 5 (2) 5 II -5/8" x 12'-CMU PILASTER OLID GROUT) 'EC'L. INSP. REQ'D. 8" O.C. TIES CMU PILASTER O W PER PLAN (C SOIL OR FLATWORK (4) 5 BARS (MIN.) PER ARCH'L INTO FOOTING Z a 9 -H d, Q CONC. FOOTING a d PER PLAN ° a IL uj Q 4 U X ° 4 d d "5 BARS a 8" O.G. ° (-L � EACH WAY CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT NITIAL 3' GLR. TYP. GL I NiTIA I I O RECOMMEN ED: OV D. GRADING PLAN FOR: O DATE: 1/30/13 A4 -AA 1359 SAN ELIJO AVE = Z O CARDIFF, CA 92007 E MASIH MAHER GLENN PRUIM CMU PILASTER DETAIL `�" "� MIKE SURPREN . S.E. .3/19/ �3 '3�2•�3 EXP.: 6130114 DATE DATE PLANNING CASE NO: 12- 101- 1=MU) /CDF` CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK w `o REFER TO SHEET I OF 3 OF THE DRAWINGS BY COASTAL LAND SOLUTION'J' 4._3.. l7 to N X 2 " {wL o 'W G7: � ENGINEERING DEPARTMENT APPROVAL CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT NITIAL (k 1 000 J zptu - Q �p0 �u �5j SCALE HORIZONTAL: I" 10' VERTICAL: 1' = 10' 3" �e d 2" WATERPROOFING PER ARGH'L EXT.FLATWORC PER ARCH'L �I DRAIN 8 BACKFILL PER SOILS REPORT. CONFIRM ALL RECOMMENDATIONS BELOW w/ GEOTECHNICAL ENGINEER USE 4 "0 MIN. SCHEDULE 40 (OR EQUIVALENT) PERFORATED (PERFOR" IATIONS "DOWN') PVC PIPE EMBEDDED IN AT LEAST I -CUBIC -FOOT OF 3/4' CRUSED ROCK PER LINEAL FOOT OF PIPE ALL WRAPPED IN AN APPROVED FILTER FABRIC. O O Zd zz Q � O GUARDRAIL j PER ARCH'L —\ ! i1 i 03 BARS (MIN.) 16" O.C, EACH WAY CAST -IN -PLACE STRUCTURAL SLAB (F'c = 3000 psi) SPEC. INSP. REQ'D. 5 BARS 6 16° O.G. 5 BARS Q 8" EACH WAY ( I 112 " CLR. TYP, 8" THICK I ( I I 8" CMU WALL (SOLID GROUT) SPEC. INSP. REQ'D. I I I I I I 5 BARS a I6' O.C. (V) I I POOL MECHANICAL DOORS PER ARCH'L. — \i 5 BARS ®16' O.C. (H) I I I I I I I I I I 5 BARS 16' O.G. I I I I EXT. FLATWORK PER ARCH'L I I I I as d a d " .. d a .a d a' . \ \ \ \ \ \ \ \ \ \ a i. i i i iii i ° 05 BARS 6 16' O.C._ d' v d' a. 4 a d ° d dy 5 BARS ® 8' OL. 4 POOL MECHANICAL SECTION DETAIL TRENCH SHALL NOT UNDERMINE A WALL FOOTING V PIPE SLEEVE �_ Z U- �� z � Z IL if 4s) PIPE — — 3" BACK FILL WATERPROOFING PER ARCH'L EXT. FLATWCRIG PER ARCH'L DRAIN 8 BACKFILL PER SOILS REPORT. CONFIRM ALL RECOMMENDATIONS BELOW w/ GEOTECHNICAL ENGINEER. USE 4 "0 MIN, SCHEDULE 40 (OR EQUIVALENT) PERFORATED (PERFORMATIONS "DOWN') PVC PIPE EMBEDDED IN AT LEAST 1 -CU5IC -FOOT OF 3/4' CRUSED ROCK PER LINEAL FOOT OF PIPE ALL WRAPPED IN AN APPROVED FILTER FABRIC, I/ /� X 4 F 0 Q p00 ZQa z6� Q 00 �0 G �i o. TWO BARS AT CORNER TO —MATCH VERTIG L REINFORCING d.. HORIZ, REINF ALT. BEND NOTE 1 NOTIFF 1 rw�Arl / /,� /� Q VERTICAL RE INFORC IN TLUO ADDED BARS SPACING NO EXCAVATION TO MATCH VERTICAL 9' 9" 18° FOR PIPE a REINFORCING MIN) MIN) (MIN) TRENCH BELOW ENCASE PIPE IN THIS LINE HORIZ. REINF, iz SLEEVE PRIOR TO 24" (MIN) POURING FOOTING PROVIDE METAL SLEEVE w/ (TYP) 36" CMAX) I. D. I" GREATER THAN THE O.D. OF THE PIPE NOTE: ELEVATION PIPE AND TRENCH LOCATION I. SEE MASONRY LAP SPLICE TAIBLE, DETAIL 2 /51D-I 31 MASONRY CORNER AND INTERSECTION SPECIAL DISTRICT APPROVAL �= Gi: 1Ji 'W G7: � ENGINEERING DEPARTMENT APPROVAL CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT NITIAL I T I NiTIA I I PLIAN5 FIREF,4REID UNDER SUPERVISION RECOMMEN ED: OV D. GRADING PLAN FOR: DATE: 1/30/13 A4 -AA 1359 SAN ELIJO AVE = CARDIFF, CA 92007 R.C.E. NO.: S 4352 MASIH MAHER GLENN PRUIM `�" "� MIKE SURPREN . S.E. .3/19/ �3 '3�2•�3 EXP.: 6130114 DATE DATE PLANNING CASE NO: 12- 101- 1=MU) /CDF` c(1 Ul r 61 c<1 6� X U- r t[1 r m 6� s ro In w O IL m N U O U w n Z Q cp 1 w I- N Q Q N cp w Z N m r 6� jj� w w z z IV z z -10 w uN U N N l� Z 2 z 0 w _4 U 0 Q Q z cp w Y DRAWING NO. 11492 -G SHEET 8 OF 8