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2010-10749 G (Plans)WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONS7RUCTTON 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 INSPEC770N. 2. THE ORIGINAL SOILS REPORT 777LED PRELIMINARY SOILS & GE07ECHNICAL INVES77GA7TON. PROPOSED RESIDEN7AL DEVELOPMENT. JOB 196 -174 -P DATED MAY 30, 1996 THE UPDATED SOILS REPORT /LETTER 777LED GE07ECHNICAL UPDATE REPORT AND GRADING PLAN REVIEW. JOB 111 -109 -P DATED APRIL 08, 2011 PREPARED BY WAVE & MIDDLETON ENGINEERING INC. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE W17H THE RECOMMENDA77ONS AND SPECIRCA77ONS CONTAINED IN SAID REPORT. J. APPROVAL OF THIS PLAN DOES NOT CONS777UTE APPROVAL OF SIZES, LOCA77ON AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU7ONS REQUIRED TO PR07FCT ADJACENT PROPER77ES DURING GRADING OPERA77ONS ANYTHING DAMAMGED OR DES7ROYED SHALL BE REPLACED OR REPAIRED TO COND177ON EXIS77NG PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DE57ROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONS7RUCT 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 REGUL4TONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7 :30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS: 9. NO GRADING OPERA77ONS SHALL COMMENCE UNTIL A PREGRADING MEE77NG HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEE77NG SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2600. 10. PRIOR TO HAULING DIRT OR CONSTRUC7ION M47FRIAL TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT 7HE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE „TTY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE W17H 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 SECUR17Y, AN AS- GRADED CER77RCA77ON SHALL BE PROVIDED STA77NG: 7H£ GRADING UNDER PERMIT N0. 10749 -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 DATT AND SIGNATURE OF THE CIVIL ENGINEER WHO CER77FIES SUCH GRADING OPERATION. B. NOTIFICATIONS 1. 7T,E EXISTENCE AND LOCATION OF UNDERGROUND U77LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO 7HE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG U777777ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXIS77NG UTILITIES OR STRUCTURES LOC47FD AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTIL177ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIRCA77ON AND LOCA77ON OF U77LI77ES AND N077RCA77ON OF COMMENCEMENT OF WORK.• A. SEWER CARDIFF SANITA77ON DISTRICT- (760) 633 -2770 B. GAS & ELECTRIC SDG &E 1- 800 - 411 -7343 C. WA7ER O.M.W.D. (760) 753 -6466 D. TELEPHONE PACIFIC BELL 1- 800 - 310 -2355 E. CABLE N COX COMMUNKAAONS (760) 806 -9809 C ADELPHIA COMMUNICA77ONS (760) 931 -7000 2 CONTRACTOR SHALL N077FY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE.- (760) 633 -2770. 3• THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SU8uFCT TO REJECTION AND REMOVAL. C. GRADING 1. ALL GRADING SHALL BE OBSERVED AND 7F57E9 BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIREC77ON. HE /SHE SHALL OBSERVE AND TEST THE EXCAVA77NN PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLE77ON OF GRADING OPERA77ONS HE /SHE SHALL STATE THAT ^dSfir ✓AIIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND HAT IN HIS /HER OPINION ALL EMBANKMENTS AND EXCAVA7ONS WERE CONSRUC7ED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTA &LL FOR THEIR /MENDED USE. 2 THE CONTRACTOR SHALL PEOPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONOING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPER77ES OR TO FINISHED WORK ON THE SI7F AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. J. ALL AREAS TO HE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL HE PLACED IN ACCORDANCE W17H STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJEC77ONABLE M47FRlAL 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 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN S7RICT ACCORDANCE WITH SPECIFICATIONS. 5 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME t SOLE & COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS & PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY & NOT TO BE LIMITED a TO NORMAL WORKING HOURS & CONSTRUCTION CONTRACTOR AGREES TO DEFEND, INDEMNIFY h v; & HOLD CO. OF SAN DIEGO & DESIGN PROFESSIONAL HARMLESS FROM ANY & ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. REVISIONS APPROVED I DATE REFERENCES A SHT 00 P- 6 I d ZI 3 Ql A'S - 13ULLiS •� C. GRADING (CONT'D) 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SEC77ONS THE SLOPES OF EXCAVATIONS 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 MA77ER EXPOSED OR EXCAVA77ON 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. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJEC770MBLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO L, 1VE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREL FROM UNSIGHTLY DEBRIS APPROVAL OF LOCA77ON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. D. EROSION CONTROL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TED BAKER AT (760) 745 -2001 24 HOURS 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON 0 (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 517E ON OCTOBER 1 AT CONVENIENT LOCA7ONS TO FACILITATE RAPID CONSTRUC7ON OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 7HE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC77ON 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 OPEM77ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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 7HE 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 AFIER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFFC77VE COVERAGE OF GRADED SLOPES (90 Z COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SEC77ON 35023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STA7E OF CALIFORNIA DEPARTMENT OF CONSERVA770N. E. HYDRO -SEED 1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6 :1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE A. 7HREE FEET OR MORE IN HEIGHT IN FILL AREAS B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE U47ZRIAL AS APPROVED BY 7HE CITY ENGINEER. 2 IRRIGA77ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT 7HE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO- SEEDED GROWTH. J. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING I. SEED MIX SHALL CONSIST OF NO LESS THAN: A. 20 LBS. PER ACRE OF ROSE CLOVER B. 20 LBS PER ACRE OF ZORRO FESCUE C. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA D. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) F. 112 LB PER ACRE OF DIMORPHOLECA G ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE 7HE AREA BEING HYDRO- SEEDED IS NOT VISIBLE FROM D7IIER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. H. I7EM "A" OF THIS SUBSEC7ON MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDRO- SEEG.ING. 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 7HE JOB -SIZE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON- PHYTO- -TOXIC WETTING AGENTS MAYBE ADDED TO THE HYDRO -SEED SLURRY AT THE JiS'CRE77ON OF THE CONTRACTOR 2 TYPE 1 MULCH APPLIED AT THE R47E OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBS777UT£D, 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. J : FERTILIZER CONSIS77NG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15Z SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. AREAS TO BE HYDRO- SEEDED 'zl!4LL BE PREPARED PRIOR TO HYDRO - SEEDING BY- I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA77ON OF A. TRACK WALKING SLOPES S7EEPER THAN 6 :1. B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM A" ABOVE. 2 CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR PLAN77NG BY- A. ALUU577NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT S47URATED SEED BED. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SO /LS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDRO-SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING, UN77L THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. FIRE DEPARTMENT NOTE- FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UN0BS7RUC7FD IMPROVED WIDTH OF NOT LESS THAN 16 FEET AND AN UN0657RUCTED VER77CAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES ALL FIRE ACCESS ROADS SHALL SUPPORT AN IMPOSED LOAD OF NOT LESS THAN 75,000 LBS PLANS PREPARED BY: SPEAR 8z ASSOCIATES, INC. 475 PRODUCTION STREET, SAN MARCOS, CA 92078 PHONE (760) 736 -2040 FAX (760) 736 -4866 DATE BENCH MARK SCALE Description: B.M. NO. CLSB -0006 / Location: ROS 18416, 25" DISK IN SLY CURB OF CALLE AC£RUO 0 THE WVY END OF 7HE HORIZONTAL AS NOTED W'LY CURB RETURN OF THE El Y DRIVEWAY OF ELEM. SCHOOL. 1 Ml N'LY OF RANCHO SANTA FE RD. VERTICAL AS NOTED Elev: 218.28 Datum: A54883 06V10 264 N0rol l ALL ZLEV. &4&it&6M AotE A/4VAit. NAVO99 a BLEK S#4&Aw PLus 1.15' STORM WATER POLLUTION CONTROL NOTES FOR GRADING AND BUILDING PLANS CONCRETE WASHOUT - CONM4CTOR 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 DESIGN477NG THE WASHOUT LOCATION. CONISTRUCTOV SITE ACCESS - A STABILIZED CONSTRUCTION S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELSIPLA7ES. CONSWCTTON VEHICLES - A SPECIFIC AREA AWAY FROM GUTTERS AND S70RMDRAIN SHALL BE DESGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -97E. EROSION CONTROL - EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PR07ECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETA770N, AND BONDED FBER MATRIX. - NO EXCAVATION AND GRADING ACTIVIRES ARE ALLOWED DURING WET WEATHER. - DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUC7ON SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES - REMOVE EXIS77NG 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 REASE EROSION. - TEMPORARY VEGETA7ON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. - PLANT PERMANENT VEGETATON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC77VITIES ARE COMPLETE. - WATER USAGE FOR DUST CON7ROL SHALL BE MINIMIZED. ON -SIZE CONSTRUCTION MAMM STORAGE - STORED M47FREALS SHALL BE CONTAINED IN A SECURE PLACF TO PREVENT SEEPAGE AND SPILLAGE. CONM4CTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -S17E. - ELIMINATE OR REDUCE POLLU77ON OF STORMWATER FROM STOCKPILES KEPT ON -S17E STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE L0047ED AWAY FROM CONCENTRATED STORMW,47ER FLOWS AND STORMDR41N INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZA77ON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRNNIN G CONTRACTORS' EMPLOYEES WHO PERFORM C007RUCRON IN THE CITY OF ENCINITAS SHALL BE T74INED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMW,47FR POLLU77ON CON7ROL REQUIREMENTS 771ESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. IRE PROPERTY OWNER(S) AND THE PRIME CON7R4CT0R MUST INFORM SUBCONTRACTORS ABOUT STORMW47FR REQUIREMENTS AND 7HEIR OWN PFSPONSIBIL177ES. WASTE MANAGEMENT - CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUC7ON MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON T ;ROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYA, . E SYSTEM IS STRICTLY PROHIBITED. - NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGLD INTO STORYWATFR. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL TORM RUN(fF DUMPSTERS SHALL BE CHECKED FREQUENILY FOR LEAKS DUMP57FR 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 M47FRML. - MANY CON57RUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETA7ON CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDf7LL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HORINE TOLL FREE AT (800) 714 -1195. FOR INFORMA77ON ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. - POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. - PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. - ALL CONSTRUC7ON DEBRIS SHALL BE KEPT AWAY FROM THE STREET CUTTER, AND STORMDRAIN. CONTRACTOR MUST ROU77NLLY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE 7RAVfLED AWAY FROM CONS7RUC770N SITE. RETAINING WALL DRAINAGE NOTES.• 1. A WELL- FUNC770NING BACK DRAINAGE SYSTEM SHOULD BE CON57RUCTED BEHIND ALL PROJECT RETAINING WALLS 7HE WALL BACK DRAINAGE SYSTEM SHOULD CONSIST OF A MIN. 4" DIAMETER, SCHEDULE 40 (SDR 35) PERFORATED PIPE SURROUNDED WITH A MIN. 1.5 CUBIC fFET PER FOOT OF 3 14- CRUSHED ROCKS (12 WIDE BY 18" DEEP) INSTALLED AT 7HE DEPTHS OF 7HE WALL FOUNDATION LEVEL, AND WRAPPED IN MIR4f1 140N FILTER FABRIC. IF CAL7RANS CLASS 2 PERMEABLE AGGREGATE IS USED IN LIEU OF THE CRUSHED ROCKS THE FILTER FABRIC CAN BE DELETED. 2 THE WALL BACK DRAIN SHOULD BE INSTALLED AT SUITABLE ELEVATIONS TO ALLOW FOR ADEQUATE FALL VIA A 4" DIAMETER NON- PERFOR47ED SOLID PIPE (SDR 35) TO AN APPROVED OUTLET. A TYPICAL WALL STACK DRAIN SYSTEM IS DEPICTED ON THE ENCLOSED PLATE 6. PROVIDE RISER -PIPE CLEAN -OUTS, lF NECESSARY, AND AN ADEQUATE 1047ERPROOFING AS INDICATED ON THE APPROVED PROJECT DRAWINGS PROTECT PIPE OUTLET(S) WHERE THEY DAYLIGHT ON NATURAL OR GRADED SURFACES AS APPROPRIATE. WALL DRAINS AND OUTLET LOCATIONS SHOULD BE SHOWN ON THE FINAL GRADING PLAN. SPECIAL PUBLIC WORKS APPROVED M OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIREABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE ��i� �% l DATE: J �( THEODORE N BAKER, OWNER NAOMI J BAKER, OWNER STATEMENT OF ENGINEER OF Wi THE UNDERSIGNED EVGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS 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 PERFORMED 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 TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY 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 WOR�K1 PERFORMED BY THE ENGINEER. BY.- _ DATE �' �;DANNY ABADA RCE NO: 45381 anF SPEAR & ASSOCIATES, INC. 475 PRODUCTION STREET SAN MARCOS, CA. 92078 (760) 736 -2040 No. r4 5e L8�1 EXP. 9-TO" 14 r C VI �/ \ OF Q. SOILS ENGINEERS CERTIFICATE 1, S. MEHDI S. SHARIAT A REGISTERED GEOTECHNICAL 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 Ma V. - 2012 AND Ah - 2613 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGN % h S. MEHDI S. SHARIAT RCE NO.: GE #2885 L psi -:;< EXP. DATE 12131114 VINJE & MIDDLETON ENGINEERING, INC. 'u 2450 VINEYARD AVENUE, 11102 ESCONDIDO, CA 92029 (760) 743 -1214 JOB #96 -174 -P ZONING RESIDENTIAL LEGAL DESCRIPTION LOT SIZE PARCEL 1 OF PARCEL MAP 2574. 2.46 ACRES APN: 264 - 151 -31 SITE ADDRESS DISTURBED AREA 1122 VIA DI FELICITA 0.80 ACRES ENCINITAS, CA 92024 WORK TO BE DONE: IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. IMPROVEMENTS PROPERTY BOUNDARY EXISTING CONTOURS PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS FLOW ARROWS LEGEND STD. DWG. SYMBOL QUANTITY S ROLLED CURB & GUTTER TYPE "B" G -4 BY: ' DATE: 48 L.F. CITY CAF ENCINITAS ENGINEERING SERVICES CONCRETE DRIVEWAY (PER SOILS ENGINEER) w z ` 2,577 S.F CONCRETE HARDSCAPE (PER SOILS ENGINEER) 2,925 S.F. 10749 -G D.G. DRIVEWAY o z 5,390 S.F. Q DECORATIVE DRIVEWAY Iz cl- 1,980 S.F. RETAINING WALL CMU ( 1,580 S.F. -- -- - --- KEYSTONE WALL (BY SEPARATE PERMIT) tik 900 S.F. BROWDITCH TYPE "B" D -75 130 '_.F. 18" HDPE STORM DRAIN 28 L.F. STRAIGHT HEADWALL TYPE "A" D 30 - - - - 2 EA. `fir RIP -RAP 10'x10' 3 EA. SEWER LINE s s 626 L.F. SEWER CLEANOUT SC -1 C 10 EA. FIBER ROLLS SC -5 8' ) L.F. GRAVEL BAGS SC-6 60 EA. SLOPE STABILIZATION EC -7 18,900 S.F. j cNO SPN'(P �� RO N 5 FtP OUVENHAIN RD > SITE -TO 1 -5 3 N h (t VIA y W O FELICITA 0 14TH ST LP � U 9 13TH ST �O VICINITY MAP NOT TO SCALE T.B.M. PG. 1148, A -5 DIGALERT PERMITTEE IMPERVIUOS AREA a TED BAKER /NAOMI BAKER PROP. CONCRETE DRIVEWAY .................. 2,577 S.F. p 1122 VIA DI FELICITA PROP. DECORATIVE DRIVEWAY ............... 1,980 S.F. Cat ENCINITAS, CA 92024 PROP. BARN ............ ............................... 1,260 S.F. (760) 745 -2001 PROP. INCREASED HARDSCAPE .............. 2.453 S.F. TOTAL AREA = 8,270 S.F. CALL BEFORE YOU DIG *EARTHWORK: EX. DRIVEWAY TO BE REMOVED ............. 2,102 S.F. 1 -800- 227 -2600 CUT= 450 C.Y. EX. HARDSCAPE TO BE REMOVED......... 2.462 S.F. i!] TOTAL AREA = 4,564 S.F. O FILL = 700 C.Y. 48 HOURS NOTICE m IMPORT = 250 C.Y. TOTAL INCREASED IMPERVIOUS AREA= 3,706 S.F. REQUIRED REMEDIAL = 2.500 C.Y. �J BMP PROJECT STATUS *THE QUANTITIES OF CUT AND FILL SHOWN HEREON WERE CALCULATED USING G REASONABLE ENGINEERING METHODS. THE QUANTITIES ARE FOR USE IN STANDARD O CALCULATING THE FEES AND BONDS REQUIRED BY THE PUBLIC AGENCY: THEY ARE NOT TO BE USED FOR JOB BIDDING PURPOSES. ACTUAL QUANTITIES MAY VARY DUE TO FACTORS SUCH AS SHRINKAGE OR SWELL, RETAINING WALL BACKCUT REQUIREMENTS AND THE RECOMMENDATIONS OF THE SITE SOILS REPORT. UD PLANNING AND BUILDING APPROVED: DATE: 5 b BY: DATE: PLANS PREPARED UNDER SUPERVISI N OF DATE 111411; R.C.E. NO.: 45381 DANNY ABADA v EXP. 9 -30 -14 AS Dbe. PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT APPROVED REVIEWED BY: APPROVED RECOMMENDED BY. BY MASMASH MAHER DATE: '5113/ 2013 DA DATE: y' %3 DATE: 5f' • lJ SIG ATUR EXPIRES 2 YEARS FROM DATE SIGNED BY: ' DATE: p� CITY CAF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w z ` GRADING AND EROSION CONTROL PLAN FOR: 1122 VIA DI FELICITA 10749 -G z L w o z WORK PROJECT NO. PC # ------- EET SH 1 OF 6 Q Iz cl- 1 als EX BROWDITCH R EX. GROUN I - - 2io - -- I ,. SECTION B -B LOOKING EAST HORZ. 1 =20' VERT. 1 =8' 5t-.C:1 IUN A— LOOKING EAST HORZ 1" =20' VERT 1 "8' X I I I 1 � I ) � � I � � I U a x o 00 N J I w °I w I I I 1 I I I �I 1 n I I � I I I I I 1 I I I I 1 1 I I I I 1 1 I I I I I I I I I I I I 1 1 I I I z a z O 1 ° � (r U EXISTING EASEMENTS ❑ A AN IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR ROADWAY PURPOSES GRANTED TO THE COUNTY OF SAN DIEGO BY DOC. NO. 74- 014358, REC. 1- 18 -74, IN BOOK 1974 OF O.R. © AN EASEMENT FOR DRAINAGE SWALE AND INCIDENTAL PURPOSES PER PARCEL MAP NO. 2574. © AN EASEMENT IN FAVOR OF SAN DIEGO GAS & ELECTRIC FOR PUBLIC UTILITIES AND INCIDENT/ PURPOSES, REC. 2 -7 -78, DOC No 78- 050386 OF O.R. FD AN EASEMENT IN FAVOR OF OLIVENHAIN MUNICIPAL WATER DISTRICT FOR PIPELINE(S) AND INCIDENTAL PURPOSES, REC. 6- 25 -03, DOC No 2003- 0749396 OF O.R. E] AN EASEMENT IN FAVOR OF R & R LAND CO. FOR PRIVATE ROAD AND UTILITIES AND INCIDENTAL PURPOSES, REC. 1- 23 -73, DOC No 73-019474, OF O.R. CONSTRUCTION NOTES 1O INSTALL 28' LF OF 18" HOPE STORM DRAIN ®2.00% W12 STRAIGHT HEADWALL PER PER D -30. 0 3' P.C.C. RIBBON GUTTER. SEE RIBBON, GUTTER DETAIL PER SHEET J. O3 PROPOSED P.C.C. CONCRETE DRIVEWAY APRON. ® PROPOSED KEYSTONE TYPE WALL WITH UNDERDRAIN (CONTRACTOR TO SUBMIT PLANS FOR SEPARATE BUILDING PERMIT, NOT PERMITTED WITH THIS GRADING PERMIT). SEE GEOTECHNICAL REPORT FOR FURTHER INFO AND RETAINING WALL DRAINAGE NOTES ON SHEET 1. EXISTING A.C. PAVEMENT & DRIVEWAY TO REMAIN. © REMOVE EXISTING LEACH FIELD. 7O REMOVE EXISTING SEPTIC MH & INTERCEPT EXISTING TIGHT LINE. JOIN PROPOSED SEWER LATERAL & CLEANOUT PER SC -1. CONTRACTOR TO POTHOLE & VERIFY LE. P.O. C. & NOTIFY ENGINEER WITH ANY DISCREPANCIES ® INSTALL 4" PVC SEWER LATERAL 0 2.09 MIN. O9 SEWER LATERAL P.O.C., CONTRACTOR TO POTHOLE & VERIFY /. E. P.O.C. PRIOR TO CONSTRUCTION & NOTIFY ENGINEER WITH ANY DISCREPANCIES. 10 INSTALL SEWER CLEANOUT PER SC -1 11 PROPOSED TYPE B' BROWDITCH PER D -75 12 INSTALL 1.0' THICK RIP -RAP OVER FILTER FABRIC. 13 EXISTING ELECTRIC CONDUIT APPROXIMATE LOCATION, CONTRACTOR TO VERIFY LOCATION & DEPTH PRIOR TO GRADING. SEE ELECTRICAL PLANS 14 EARTHEN SWALE, GRAVEL LINED OVER FABRIC FILTER. 15 INSTALL TRAIL CROSSING OVER NEW DRIVEWAY LOCATION PER CITY OF ENCINITAS, PARKS & RECREATION STANDARDS 16 EXISTING SEP77C TANK TO BE REMOVED. 17 EXISTING DOMESTIC WATER LINE APPROXIMATE LOCATION. 18 PROPOSED TYPE B" P.C.C. ROLLED CURB PER G -4. 19 PROPOSED D.G. SURFACE. , 20 4" DIA. PVC ATRIUM PLANTER DRAIN INLET (NOS 175). 21 4" DIA. BRUSHED BRASS DECK DRAIN INLET. 22 6" DIA. SDR -35 PVC DRAIN PIPE 0 1.09 MIN (TYP.) 23 6.0' (MAX.) CMU RETAINING WALL PER DETAILS ON SHEETS 4 & 5. SEE GEOTECHNICAL REPORT FOR FURTHER INFO AND RETAINING WALL DRAINAGE NOTES ON SHEET 1. RETAINING WALL APPROVED PER BUILDING PLAN CHECK No. 13 -369. 24 SHEAR KEY LIMITS PER GEOTECHNICAL RECOMMENDATIONS 25 ROOF DOWN SPOUT LOCATION WITH SPLASH PAD. 26 PROPOSED CUT /FILL SLOPES TO BE UNDULATED & ROUNDED BACK. SEE MANUFACTURED SLOPE NOTE HEREON. PROPOSED NON - STRUCTURAL GRASS PLAFAREA y-zl (?=-IQ TMM PROPOSED W�L l�DACEDRAI (T")�I I J 180 U EXISTING FILL / —J To BE 170 li V A REMOVED I a- �- X IL 3 MIN 5' MIN 1 - --i -- �_lv MIN—' T VR1ATTVll AJ ROCK SECTION C -C SEE GE07ECHNICAL REPORT FOR FURTHER INFO NOT-710-SCALE lKw 160 150 PRELIMINARY MINIMUM PAVEMENT SECTIONS • A.C. PAVEMENT SECTION: 4" A.C. OVER 8" OF 95% COMPACTED CLASS II A.B. • P.C.C. DRIVEWAY SECTION: 5'%" P.C.C. OVER NATIVE 90% COMPACTED SUBGRADE. • P.C.C. BARN APRON SECTION: 6" P.C.C. OVER 6" OF 95% COMPACTED CLASS II A.B. • D.G. SURFACE SECTION:' 18" D.G. OVER NATIVE 90% COMPACTED SUBGRADE. FINAL PAVEMENT SECTIONS SHALL BE DETERMINED IN THE FIELD BY T'',E SOILS ENGINEER MANUFACTURED SLOPE NOTE: • ALL WRITTEN SLOPE RATIOS SHALL TAKE PRECEDENCE OVER SCALED SLOPE DISTANCES. 2.1 MAX. SLOPE RATIO • SLOPES SHALL BE SLIGHTLY UNDULATED AND ROUNDED BACK INTO EXISTING GRADE TO BLEND WITH EXISTING SLOPES ONSITE • SEE SOILS REPORT FOR SHEAR KEY & SLOPE STABILIZ477ON CONSTRUCTION DETAILS PLANS PREPARED BY: SPEAR 8i ASSOCIATES, INC. 475 PRODUCTION STREET, SAN MARCOS, CA 92078 PHONE (760) 736 -2040 FAX (760) 736 -4866 i SEAL l REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT J J .A. APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. 10121113 Description: B.M. NO. CLSB -0006 PLANS PREPARED UNDER SUPERVISIO OF RECOMMENDED j APPR VE GRADING AND EROSION CONTROL PLAN FOR: 0 �t3- SUl 7 / Location: ROS 18416, 25" DISK IN SLY CURB OF ,, ^ s CALLE ACERUO 0 THE WY END OF THE HORIZONTAL 1 " =20' DATE Zb 1 BY: �',V BY 10749 -G W'LY CURB RETURN OF THE f'LY MASH MAHER GLENN PRUIM ENGINEERING 1122 VIA DI FELICITA q DRIVEWAY OF ELEM. SCHOOL. 1 Ml N'LY R.C.E. NO.: 45381 15/ 13/ 2013 PUBLIC DIRECTOR OF RANCHO SANTA FE RD. VERTICAL N A DANNY BADA DATE: DATE: Elev: 218.28 Datum: NAD83 EXP. 9-30 -14 R.C.E. 42519 R.C.E. 51274 WORK PROJECT NO. PC #_______ SHEET 2 6 2 c 0 Cat CA d O o I UFO O U Cn Q Cn O p� E o a � I � O � L�i -� : O Q o Cn O w w z w z Q:� z C7Q CD w Q � 0 N w s 1 I i f IX 1 1 I 20 10 I 1 I i Cy R 1 A {� II I I !` I I I I I I I I I I I I I I i I I I I N t i I I i I I I I I I � I I Lh i 1 I x I i I o; Y• �r � I E I r i. �I I I i II Ef�E01� I I \.. I EX B�ILDING �• : � f i I I� ` I I I I .I R SYSTEM I W /FIRE SP INK LE I FF 210.55 I i I : I : I I I EX. SCO a : //•G - 11 ' I ' I i l it I EX. SEP71� JR _TIGHT LlN ' EX PUOL 3 I i 0 « SS/77 -(F 3 1 .00 II 1 8. 81 / y y Og IyFyF= 1210.Od92` 209.2' • I'' 1 ' • "1I .1' NOTE: I i t EXISTING EASEMENTS r, I, I •MINIMUM 20% SLOPE AWAY FROM BUILDING FOR AT LEAST 5' (TYP). / I ' ' I ❑A AN IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR ROADWAY PURPOSES GRANTED TO I�I�� /%�/ /I/��//!/JII� [� [� �j • ONSITE SHEET FLOW TO DRAIN 0 A MINIMUM OF 1.09: THE COUNTY OF SAN DIEGO BY DOG. N0. 74-014358, REC. 1- 18 -74, IN BOOK 1974, OF O.R. LQpGLIo L`]V`i1° ll � ll °�CS SHEET SYMBOL ON PLAN. 1 _ _ _ _ /� �� / ❑B AN EASEMENT FOR DRAINAGE SWALE AND INCIDENTAL PURPOSES PER PARCEL MAP N0. 2574. QEARTHWORK NOT TO EXCEED i \ - - -�- \ \ \ I 40 OF FLILlIN THI�AREA .- -�� =+ ��' - \ 1 C AN EASEMENT IN FAVOR OF SAN DIEGO GAS & ELECTRIC FOR PUBLIC UTILITIES AND INCIDENTAL 435.61' i - -'L"^_ - -_- __ 1 �- ., � �- �-- wd_ -,�� / � o j / A `� � PURPOSES, 2 -7 -7 DOC No 78- 050386 OF O.R. 77, I PURP S 8 \ \ 14.7. 25 '9 FS I \ , ❑ FS 1 D AN EASEMENT IN FAVOR OF OLIVENHAIN MUNICIPAL WATER DISTRICT FOR PIPELINE(S) AND INCIDENTAL PURPOSES, REC. 6- 25 -03, DOC No 2003- 0749396 OF O.R. 6 65 BIORETEN Z' I 1 t E AN EASEMENT IN FAVOR OF R & R LAND CO. FOR PRIVATE ROAD AND UTILITIES AND d 74.TION `BASIN ❑ 75 SOFT INCIDENTAL PURPOSES, REC. 1- 23 -73, DOC No 73- 019474, OF O.R. v /1NV PROPOSED GARAGE \. 142.40 TOP FF= 147fo9 1 CONSTRUCTION NOTES PE= 146:52 i 147.40 FS A / 1 2.89 t 1 rG 30.00 FS /NCREAE TO 7 1 / 2U 'mil - \ 0'� 1Q INSTALL 28' LF OF 18" HOPE STORM DRAIN X2.00% W�2 STRAIGHT HEADWALL PER PER D 30. AR FFF 1,86OSF. : yJ ;17NV : Y-0222 F I 2 3' P.C.C. RIBBON GUTTER. SEE RIBBON GUTTER DETAIL PER SHEET J. I .. / FS �1 PROPOSED P.C.C. CONCRETE DRIVEWAY APRON. 30. ' fS / 2,2• °a o W \ V v, v v� \ v y A \ j °1' 75D • 1 ,' `- - � . 1 1:22 IFS f'r. /. �p EXISTING A.C. PAVEMENT It DRIVEWAY TO REMAIN .1. °. 41C 7,5 ,/,Z I 1,k j - 0.DA YLIG H C_ J O I 7 REMOVE EXISTING LEACH FIELD. F REMO V E EXISTING SEPTIC MH & INTERCEPT CEPT EXISTING TIGHT JOIN PROPOSED SEWER LATERAL I 1 1\ \\ \ !` I I 1 I 1 \ , i : 1 I - : , H &VERIFY LE P.O.C. &NOTIFY ENGINEER 1 SC i. CONTRACTOR TO POTHOLE I � I & CLEANOUT PER \ ',, i I ', \' I I I � 14 % . 1.38.75 I It 140,021 0' 3 1 EX N0 - I y WITH ANY DISCREPANCIES o PARKING N y P VC SEWER LATERAL ®2.09 MIN. INSTALL 4 II 1 I I 3 �W \ \ F SIG N 'I I O 9 Y I.E. P.O.C. PRIOR TO CONSTRUCTION W 3 SEWER LATERAL P.O.G, CONTRACTOR TO POTHOLE &VERF � &NOTIFY ENGINEER WITH ANY DISCREPANCIES SEWER CLEANOUr PER SC -1 A HT 11 7 %l4 8 r INSTALL 1 I '\ 1-; .. DAYLIGHT I I I UN 1)M FILL' MIN. „ 4 ` Q W An DP FS . , \ !� , , I , !0' ,,,,,, .,,,,r,.�; -- PER --B-75 RqE G� a � I 1 1 1 r' ', i � •\ 1 i I �� _ \ y, P�FSsB 3B A h q � i I I 1 I O o 112 3 INSTALL 1.0' THICK RIP -RAP OVER FILTER FABRIC. > EXISTING ELECTRIC CONDUIT APPROXIMATE LOCATIO N, N, CONTRACTOR TO V ERIFY LOCATION &DEPTH y g PRIOR TO GRADING SEE ELECTRICAL PLANS 1 CA � 10 i 14 EARTHEN SWALE , GRAVEL LINED OVER FABRIC FILTER. SET� � ,, I ,., \ O INSTALL TRAIL CROSSING OVER NEW DRIVEWAY LOCATION PER CITY OF ENCINITAS, PARKS & f I ' RECREATION STAN DARDS c r DG SIRAGE'C EXISTING SEPTIC TANK T O BE REMOVED F ' O T�<3.6Q . EXISTING DOMES TlC WATER LINE APPROXIMATE LOCATION ^ I I I FL I 1 \ I I ... 19 PROPOSED D.G. SURFACE ',, \ � I Q � I 20 4" DIA. PVC ATRIUM PLANTER DRAIN INLET (NOS 175). 4 DIA. BRUSHED BRASS DECK DRAIN INLET i :V I I �I 3 % I 6" DIA 1 ' \ ! ' I \ 22 ` ' \ \ ` 18 ` II \ , . SDR - 35 PVC DRAIN PIPE ® 1.0% MIN (IYP.) �1 FS 6.0' (MAX) CMU RETAINING WALL PER DETAILS ON SHEETS 4 & 5. SEE GEOTECHNICAL REPORT FOR FURTHER INFO AND RETAINING WALL DRAINAGE NOTES ON SHEET 1. RETAINING WALL APPROVED I I i PER BUILDING PLAN CHECK No. 13 -369. CP �_ 24 SHEAR KEY LIMITS PER GEOTECHNICAL RECOMMENDATIONS. /N ' 141. _ I j � � ; � � � � � ,,! '� I I 1 v � \ I � 1 � I, I F -- �'' 25 ROOF DOWN SPOUT LOCATION WITH SPLASH PAD. SH 3 T1P.)I' { 1 I _ % -• A' I +d• >0 SUti �� 26 PROPOSED CUTIFILL SLOPES TO BE UNDULATED & ROUNDED BACK. SEE MANUFACTURED SLOPE y�_ EX BROWDITCH ' I I I I I j ��68 P 164.00121 I „ 3 I NOTE HEREON. � I I I Q � i I I' ! , /' •0 FSI ' I !NV � I � i 1 I f 'I '� 10' / V �\ _spLrtn si sn{- sn su RE dE� lNV 8 1 / v 1tas.o0 v Q TU �OUN,D • °� � tr II /� I p/ � I � I 1- � � / � z PROPOSED NOil*- STRUCTURAL cxassnr.AFAxEa - _j _ (19.4%) j S (19;2 %�l �' 2 V o 0 180 X AC P VEENT- I� �y -'� -- -��I_X A,� PAVE ENT --�_ V/' (�C L i L _", L'� �J �(r.'rJ�.❑ _� _ I� \ E %(STING PILL / YYYIII W w w - - -- --\iww wT�w W w w W I w M' V- -W �- 1 X 170- TO BE ENTI= REMOVED O & RECOAA81M _ ' - :- I N!T 170 �� \ 17' O I �� / 1 �, 5 �1 y s• MIN � -.�L /� -•�• .1- .L- � i -!�i- I 1J'48 t�' 457 D' l - / I I f 1� w 160 - _ D 150 I _ i _TL I-12•M1N� l' O •..gyp t �MATIn�� p�r` 150 EARTHWORK NOT TO 1 15.00' EXCEED 4.0' OF FILL 700' ° _ SECTION C -C 150--- _� PROPOSED BARN BIORETENTION 150 SEE GEOTECHNICAL REPORT FOR FURTHER INFO 2% MIN. F.F.= 14719 NOT -TO -SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK I QADDED THIS SHEEP TO REVISE UPPER WALL FOOTING DETAIL, LOWER WALLS I I I � I I I Description: B.M. NO. CLSB -0006 WILY ALIGNMENT, RE'MVD KEYSTONE WALLS FROM BOTH STY PADS o I � I I III A/ I I I 1 / a rS 1 I/ / � 00 I r / I / a I �I 1 I i f IX 1 1 I 20 10 I 1 I i Cy R 1 A {� II I I !` I I I I I I I I I I I I I I i I I I I N t i I I i I I I I I I � I I Lh i 1 I x I i I o; Y• �r � I E I r i. �I I I i II Ef�E01� I I \.. I EX B�ILDING �• : � f i I I� ` I I I I .I R SYSTEM I W /FIRE SP INK LE I FF 210.55 I i I : I : I I I EX. SCO a : //•G - 11 ' I ' I i l it I EX. SEP71� JR _TIGHT LlN ' EX PUOL 3 I i 0 « SS/77 -(F 3 1 .00 II 1 8. 81 / y y Og IyFyF= 1210.Od92` 209.2' • I'' 1 ' • "1I .1' NOTE: I i t EXISTING EASEMENTS r, I, I •MINIMUM 20% SLOPE AWAY FROM BUILDING FOR AT LEAST 5' (TYP). / I ' ' I ❑A AN IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR ROADWAY PURPOSES GRANTED TO I�I�� /%�/ /I/��//!/JII� [� [� �j • ONSITE SHEET FLOW TO DRAIN 0 A MINIMUM OF 1.09: THE COUNTY OF SAN DIEGO BY DOG. N0. 74-014358, REC. 1- 18 -74, IN BOOK 1974, OF O.R. LQpGLIo L`]V`i1° ll � ll °�CS SHEET SYMBOL ON PLAN. 1 _ _ _ _ /� �� / ❑B AN EASEMENT FOR DRAINAGE SWALE AND INCIDENTAL PURPOSES PER PARCEL MAP N0. 2574. QEARTHWORK NOT TO EXCEED i \ - - -�- \ \ \ I 40 OF FLILlIN THI�AREA .- -�� =+ ��' - \ 1 C AN EASEMENT IN FAVOR OF SAN DIEGO GAS & ELECTRIC FOR PUBLIC UTILITIES AND INCIDENTAL 435.61' i - -'L"^_ - -_- __ 1 �- ., � �- �-- wd_ -,�� / � o j / A `� � PURPOSES, 2 -7 -7 DOC No 78- 050386 OF O.R. 77, I PURP S 8 \ \ 14.7. 25 '9 FS I \ , ❑ FS 1 D AN EASEMENT IN FAVOR OF OLIVENHAIN MUNICIPAL WATER DISTRICT FOR PIPELINE(S) AND INCIDENTAL PURPOSES, REC. 6- 25 -03, DOC No 2003- 0749396 OF O.R. 6 65 BIORETEN Z' I 1 t E AN EASEMENT IN FAVOR OF R & R LAND CO. FOR PRIVATE ROAD AND UTILITIES AND d 74.TION `BASIN ❑ 75 SOFT INCIDENTAL PURPOSES, REC. 1- 23 -73, DOC No 73- 019474, OF O.R. v /1NV PROPOSED GARAGE \. 142.40 TOP FF= 147fo9 1 CONSTRUCTION NOTES PE= 146:52 i 147.40 FS A / 1 2.89 t 1 rG 30.00 FS /NCREAE TO 7 1 / 2U 'mil - \ 0'� 1Q INSTALL 28' LF OF 18" HOPE STORM DRAIN X2.00% W�2 STRAIGHT HEADWALL PER PER D 30. AR FFF 1,86OSF. : yJ ;17NV : Y-0222 F I 2 3' P.C.C. RIBBON GUTTER. SEE RIBBON GUTTER DETAIL PER SHEET J. I .. / FS �1 PROPOSED P.C.C. CONCRETE DRIVEWAY APRON. 30. ' fS / 2,2• °a o W \ V v, v v� \ v y A \ j °1' 75D • 1 ,' `- - � . 1 1:22 IFS f'r. /. �p EXISTING A.C. PAVEMENT It DRIVEWAY TO REMAIN .1. °. 41C 7,5 ,/,Z I 1,k j - 0.DA YLIG H C_ J O I 7 REMOVE EXISTING LEACH FIELD. F REMO V E EXISTING SEPTIC MH & INTERCEPT CEPT EXISTING TIGHT JOIN PROPOSED SEWER LATERAL I 1 1\ \\ \ !` I I 1 I 1 \ , i : 1 I - : , H &VERIFY LE P.O.C. &NOTIFY ENGINEER 1 SC i. CONTRACTOR TO POTHOLE I � I & CLEANOUT PER \ ',, i I ', \' I I I � 14 % . 1.38.75 I It 140,021 0' 3 1 EX N0 - I y WITH ANY DISCREPANCIES o PARKING N y P VC SEWER LATERAL ®2.09 MIN. INSTALL 4 II 1 I I 3 �W \ \ F SIG N 'I I O 9 Y I.E. P.O.C. PRIOR TO CONSTRUCTION W 3 SEWER LATERAL P.O.G, CONTRACTOR TO POTHOLE &VERF � &NOTIFY ENGINEER WITH ANY DISCREPANCIES SEWER CLEANOUr PER SC -1 A HT 11 7 %l4 8 r INSTALL 1 I '\ 1-; .. DAYLIGHT I I I UN 1)M FILL' MIN. „ 4 ` Q W An DP FS . , \ !� , , I , !0' ,,,,,, .,,,,r,.�; -- PER --B-75 RqE G� a � I 1 1 1 r' ', i � •\ 1 i I �� _ \ y, P�FSsB 3B A h q � i I I 1 I O o 112 3 INSTALL 1.0' THICK RIP -RAP OVER FILTER FABRIC. > EXISTING ELECTRIC CONDUIT APPROXIMATE LOCATIO N, N, CONTRACTOR TO V ERIFY LOCATION &DEPTH y g PRIOR TO GRADING SEE ELECTRICAL PLANS 1 CA � 10 i 14 EARTHEN SWALE , GRAVEL LINED OVER FABRIC FILTER. SET� � ,, I ,., \ O INSTALL TRAIL CROSSING OVER NEW DRIVEWAY LOCATION PER CITY OF ENCINITAS, PARKS & f I ' RECREATION STAN DARDS c r DG SIRAGE'C EXISTING SEPTIC TANK T O BE REMOVED F ' O T�<3.6Q . EXISTING DOMES TlC WATER LINE APPROXIMATE LOCATION ^ I I I FL I 1 \ I I ... 19 PROPOSED D.G. SURFACE ',, \ � I Q � I 20 4" DIA. PVC ATRIUM PLANTER DRAIN INLET (NOS 175). 4 DIA. BRUSHED BRASS DECK DRAIN INLET i :V I I �I 3 % I 6" DIA 1 ' \ ! ' I \ 22 ` ' \ \ ` 18 ` II \ , . SDR - 35 PVC DRAIN PIPE ® 1.0% MIN (IYP.) �1 FS 6.0' (MAX) CMU RETAINING WALL PER DETAILS ON SHEETS 4 & 5. SEE GEOTECHNICAL REPORT FOR FURTHER INFO AND RETAINING WALL DRAINAGE NOTES ON SHEET 1. RETAINING WALL APPROVED I I i PER BUILDING PLAN CHECK No. 13 -369. CP �_ 24 SHEAR KEY LIMITS PER GEOTECHNICAL RECOMMENDATIONS. /N ' 141. _ I j � � ; � � � � � ,,! '� I I 1 v � \ I � 1 � I, I F -- �'' 25 ROOF DOWN SPOUT LOCATION WITH SPLASH PAD. SH 3 T1P.)I' { 1 I _ % -• A' I +d• >0 SUti �� 26 PROPOSED CUTIFILL SLOPES TO BE UNDULATED & ROUNDED BACK. SEE MANUFACTURED SLOPE y�_ EX BROWDITCH ' I I I I I j ��68 P 164.00121 I „ 3 I NOTE HEREON. � I I I Q � i I I' ! , /' •0 FSI ' I !NV � I � i 1 I f 'I '� 10' / V �\ _spLrtn si sn{- sn su RE dE� lNV 8 1 / v 1tas.o0 v Q TU �OUN,D • °� � tr II /� I p/ � I � I 1- � � / � z PROPOSED NOil*- STRUCTURAL cxassnr.AFAxEa - _j _ (19.4%) j S (19;2 %�l �' 2 V o 0 180 X AC P VEENT- I� �y -'� -- -��I_X A,� PAVE ENT --�_ V/' (�C L i L _", L'� �J �(r.'rJ�.❑ _� _ I� \ E %(STING PILL / YYYIII W w w - - -- --\iww wT�w W w w W I w M' V- -W �- 1 X 170- TO BE ENTI= REMOVED O & RECOAA81M _ ' - :- I N!T 170 �� \ 17' O I �� / 1 �, 5 �1 y s• MIN � -.�L /� -•�• .1- .L- � i -!�i- I 1J'48 t�' 457 D' l - / I I f 1� w 160 - _ D 150 I _ i _TL I-12•M1N� l' O •..gyp t �MATIn�� p�r` 150 EARTHWORK NOT TO 1 15.00' EXCEED 4.0' OF FILL 700' ° _ SECTION C -C 150--- _� PROPOSED BARN BIORETENTION 150 SEE GEOTECHNICAL REPORT FOR FURTHER INFO 2% MIN. F.F.= 14719 NOT -TO -SCALE SPECIAL DISTRICT EARTHEN SWALE, 1� GRAVEL LINED OVER ___ pP PROPERTY OWNER NOTE: FABRIC FILTER. EX. GROUND 262:1 MAX. - -- - - -- EXISTING AND PROPOSED RIP -RAP, HEADWALLS, SLOPE DRAINAGE SWALES & BMP S SHALL BE MAINTAINED 140 140 BY PROPERTY OWNER. SEC 1 10N B -8 LOOKING EAST HORZ. 1 " =20' VERT. 1"8' 220 - 220 I R EX. (GROUND I A, I l_ 7.00' ¢2" TALL RAILING _ - -- I PROPOSED GARAGE 2%0 EX. DRIVEWAY F.F.= 210.00 2.0' 210 1 42" TALL RAILING A, Cat z> o I PROPOSED RETAINING WALL I 20' y� I 200 �00 OFY ESS / ` PLANS PREPARED BY: RETAINING SECTION A -A O p SPEAR 8T. ASSOCIATES, INC. LOOKING EAST o° w No. 45381 475 PRODUCTION STREET, SAN MARCOS, CA 92078 W EXP. 9 -30 -14 a PHONE (760) 736 -2040 FAX (760) 736 -4866 Q, 10 20 30 HORZ. 1 =20' /� �r �r �p VERT. 1° 8' 1 \(, / / /�- 7� ✓� CIV1� �� ®c� �� _ i0' Dom/ /--Li S/7 e- r �lFOF cx,)o I J A. APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. z PLANS PREPARED UNDER SUPERVISI N PF RECOMMENDED APPR V D GRADING AND EROSION CONTROL PLAN FOR: V)�O DATE mill BY: BY: /v1 10749 -G � C z MASH MAHER For GLENN PRUIM, ENGINEERING 1122 VIA DI FELICITA R.C.E. NO.: 45381 PUBLIC WORKS DIRECTOR w w W DANNY ABADA DATE: DATE: 1042111 3 CD 0 0 EXP. 9- 30 -14' R.C,E. 42519 R.C.E. 51274 WORK PROJECT NO. PC# - - -- SHEET 2A OF 5 w Q = REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE QADDED THIS SHEEP TO REVISE UPPER WALL FOOTING DETAIL, LOWER WALLS /�° to ��2I Description: B.M. NO. CLSB -0006 WILY ALIGNMENT, RE'MVD KEYSTONE WALLS FROM BOTH STY PADS o Location: ROS 18416, 25" DISK IN SLY CURB OF CALLE ACERUO 0 THE WY END OF THE HORIZONTAL 1 " =20' 5' 13U11L"fS - •l W'LY CURB RETURN OF THE E'LY Q DRIVEWAY OF ELEM. SCHOOL. 1 MI N'LY OF RANCHO SANTA FE RD. VERTICAL N/A Elev: 218.28 Datum: MD83 SPECIAL DISTRICT EARTHEN SWALE, 1� GRAVEL LINED OVER ___ pP PROPERTY OWNER NOTE: FABRIC FILTER. EX. GROUND 262:1 MAX. - -- - - -- EXISTING AND PROPOSED RIP -RAP, HEADWALLS, SLOPE DRAINAGE SWALES & BMP S SHALL BE MAINTAINED 140 140 BY PROPERTY OWNER. SEC 1 10N B -8 LOOKING EAST HORZ. 1 " =20' VERT. 1"8' 220 - 220 I R EX. (GROUND I A, I l_ 7.00' ¢2" TALL RAILING _ - -- I PROPOSED GARAGE 2%0 EX. DRIVEWAY F.F.= 210.00 2.0' 210 1 42" TALL RAILING A, Cat z> o I PROPOSED RETAINING WALL I 20' y� I 200 �00 OFY ESS / ` PLANS PREPARED BY: RETAINING SECTION A -A O p SPEAR 8T. ASSOCIATES, INC. LOOKING EAST o° w No. 45381 475 PRODUCTION STREET, SAN MARCOS, CA 92078 W EXP. 9 -30 -14 a PHONE (760) 736 -2040 FAX (760) 736 -4866 Q, 10 20 30 HORZ. 1 =20' /� �r �r �p VERT. 1° 8' 1 \(, / / /�- 7� ✓� CIV1� �� ®c� �� _ i0' Dom/ /--Li S/7 e- r �lFOF cx,)o I J A. APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. z PLANS PREPARED UNDER SUPERVISI N PF RECOMMENDED APPR V D GRADING AND EROSION CONTROL PLAN FOR: V)�O DATE mill BY: BY: /v1 10749 -G � C z MASH MAHER For GLENN PRUIM, ENGINEERING 1122 VIA DI FELICITA R.C.E. NO.: 45381 PUBLIC WORKS DIRECTOR w w W DANNY ABADA DATE: DATE: 1042111 3 CD 0 0 EXP. 9- 30 -14' R.C,E. 42519 R.C.E. 51274 WORK PROJECT NO. PC# - - -- SHEET 2A OF 5 w Q = / / �1 / II /1 if / STORM F- II II I Ir s,. WATER POLLUTION PREVENTION PLAN _ \ A vSR ILLS : [ iGw E TABILI I \��'• �� S � \•I \ \p1 \1 cc ' II 1, I\ 1 Y / SIO *SEf NOTE BELOW ISTABI�►Z'P PIPE 2 -3" OF 318" GROVEL 1 " U RISER _ H ADJACENT ROLLS SHALL 12" MIN. TIGHTLY ABUT EACH 2 -3" COVER OVER PIPE OTHER NOTE: 00 I , ** SEE NOTE 1 "x1" STAKE A TRENCH, 314" CRUSHED ROCK CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN ;'i�: :h: 0 ti ._ q DETAIL 'ir uN PER SC -5 OF THE CAL TRANS BMP HANDBOOK rr�l TIE PERFORATED PVC 4 PERFORATED PVC PIPE OU2� PIPE INTO RISER TIE 4" PVC PIPE TO 'PLACEPIPEWITHPERFORATIONS UD I s I STORMDRAIN SYSTEM AT THE/NVERT' DO � UD I /01q� O w *BIORETENTTON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP SANDY LOAM" SOIL MIX WITH NO MORE THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -309 TOPSOIL. N I�' t 'or � �', ♦ I I I ( I I II I : I I �� Ire:• �•�•:1:.� s' I II I M •1• II EC C- .1 I I t I i I IER 0 L$' I I , IB 1. i i I I P` X I r � I I $C 5 I .r 7 1 I I I �1 —d XI ,1• YI I I a'P I ISLOPE .. I I I f .a:. I I v �4 , w. I aEf, POOL .�I.' �i• j: 1 a $ A F f I. r• v '+ v � EC 7) :1:' d A GRAVE S .' .: :..:' . I y� 1' Ir,• ,'••'••',•''' 4 •M I I I I 1 1 l --�jl t' h { :1: .3.: i V HIC E� Q�11P E STORAGE S 10 . „ ;' :... ' I I I I 1 I ' '1 • •..•.,.•.•.��.•.•.•,,. I BU LDI G MAT RIAL •:i : •:I•: II •a:•' '1 \ � \ \ I ' \' ST RAGE AR ' j I I t \\' \ \� ---_ \TIN ,.. I \ 1 \\ I I I � \ N 1 I \ I D I � I t' T HDM�S R I \ D ,I •1• •l• I I I I � 1 I I 'I \ 1 I 1� \ \ I I D I I I f r 0 TABLE T01 I i h I� R ET i \\ I I '; ; \ P \ D ION • #• .I. ':' \ \ I r ;.,,,, 'N':' I I II ,I I .1 I i I 1 1 I I 1 !, .+ \ I I :�. I I FlE LS I tl \\ •�• •: �'.: :..' "':j:a: ' -• FIE OULS - I I r ++ :: ' :::.: I () I 1 1 I \ I \ I I I I I - I I '1 1 1 I I I ,I 1 \ I RIV E GS 111 \ i I I III 1� fi3P, I 1 1 .I . '•r a r I � I 4 p � 's D $ ,� f SID a� I — I- - - w w _ I I LILL , DEEP ROOTED, DENSE, DROUGHT RETENTION AREA SHALL BE TOLERANT PLANTING SUITABLE LEVEL AND DEPRESSED A FOR WELL DRAINED SOIL APPROVED GRATE INLET MINIMUM OF 6" FROM THE SURRO GRADE 2 -3" HARDWOOD MULCH UNDING c10 GE �-C I TYPICAL DETAIL I NO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE /�5'C3EllL ?S •( 25•/S Description: B.M. NO. CLSB -0006 Location: ROS 18416, 2.5" DISK IN SLY CURB OF CALLE ACERUO 0 THE WL'Y END OF THE HORIZONTAL 1 " =20' W'LY CURB RETURN OF THE El Y DRIVEWAY OF ELEM SCHOOL. 1 MI N'LY o OF RANCHO SANTA FE RD. VERTICAL N/A ,a Elew 218.28 Datum: NAD83 20 10 0 20 40 60 SCALE: 1 " = 20' 1 1 \ 1 I I � I i 1 \ 1' i I i 1 1 , 1 \ Y II `� 1 1 1 \ I D . 1 I I ! I I �l �J— L $ = —�-1- w! ZEf� 1 r -�1 I 1 r � I 'I " „V — 'CLASS "A” CONCRETE 8" CLASS II AGGREGATE BASE COMPACTED SUBGRADE P.G.C. RIBBON GUTTER TYPICAL DETAIL NO SCALE SPECIAL DISTRICT J .A . APPROVALS PLANS PREPARED UNDER SUPERVISI N PF RECOMMENDED / APP V DATE ZG I BY: /V1. /1/� J. BY: � MASH MAHER GLENN Pf R.C.E. NO.: 45381 PUBLIC 1,1JII DANN ABADA DATE: S/13/2-013 DATE: T / EXP. 9 -30 -14 R.C.E. 42519 51: R.C.E. PUBLIC TRAVELLED ROADWAY 50'MIN. 8` MIN. j PROFILE E GROUND PUBLIC TRAVELLED EXISTING GR❑ U D ROADWAY 20' RAD, 14 MIN, 000p0 0 T PLAN 20' RAD. PROVIDE APPR03PR ATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELLED ROADWAY STABILIZED CONSTRUCTION ENTRANCE NO SCALE PER TC -1 OF THE CAL TRANS BMP HANDBOOK GRAVEL BAGS OVERLAP n•rrn rl inn s 3 FT (0.9 M) MIN. ------------� RUNOFF GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS PER SC -6 OF THE CAL TRANS BMP HANDBOOK EVERY cc 4 18" MIN. ENGINEERED SOIL / PVC *SEf NOTE BELOW H PIPE 2 -3" OF 318" GROVEL 1 " U RISER _ H ADJACENT ROLLS SHALL 12" MIN. TIGHTLY ABUT EACH 2 -3" COVER OVER PIPE OTHER NOTE: 00 1. STRAW ROLL INSTALLATION REQUIRES THE ** SEE NOTE 1 "x1" STAKE A TRENCH, 314" CRUSHED ROCK CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN BELOW 0 ti ._ q DETAIL 'ir uN PER SC -5 OF THE CAL TRANS BMP HANDBOOK rr�l TIE PERFORATED PVC 4 PERFORATED PVC PIPE OU2� PIPE INTO RISER TIE 4" PVC PIPE TO 'PLACEPIPEWITHPERFORATIONS UD STORMDRAIN SYSTEM AT THE/NVERT' DO � UD /01q� O w *BIORETENTTON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP SANDY LOAM" SOIL MIX WITH NO MORE THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -309 TOPSOIL. N D(P.9 -30 -14 a 1 Cf) �c * *314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRARON AND o c''J STORAGE ABILITY OF THE BASIN. A, d THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL a DRAWING N0. CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 49 OF THE IMPERVIOUS AREA DRAINING TO IT al GRADING AND EROSION CONTROL PLAN FOR: B10- RETENTION � z`-' I TYPICAL DETAIL I NO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE /�5'C3EllL ?S •( 25•/S Description: B.M. NO. CLSB -0006 Location: ROS 18416, 2.5" DISK IN SLY CURB OF CALLE ACERUO 0 THE WL'Y END OF THE HORIZONTAL 1 " =20' W'LY CURB RETURN OF THE El Y DRIVEWAY OF ELEM SCHOOL. 1 MI N'LY o OF RANCHO SANTA FE RD. VERTICAL N/A ,a Elew 218.28 Datum: NAD83 20 10 0 20 40 60 SCALE: 1 " = 20' 1 1 \ 1 I I � I i 1 \ 1' i I i 1 1 , 1 \ Y II `� 1 1 1 \ I D . 1 I I ! I I �l �J— L $ = —�-1- w! ZEf� 1 r -�1 I 1 r � I 'I " „V — 'CLASS "A” CONCRETE 8" CLASS II AGGREGATE BASE COMPACTED SUBGRADE P.G.C. RIBBON GUTTER TYPICAL DETAIL NO SCALE SPECIAL DISTRICT J .A . APPROVALS PLANS PREPARED UNDER SUPERVISI N PF RECOMMENDED / APP V DATE ZG I BY: /V1. /1/� J. BY: � MASH MAHER GLENN Pf R.C.E. NO.: 45381 PUBLIC 1,1JII DANN ABADA DATE: S/13/2-013 DATE: T / EXP. 9 -30 -14 R.C.E. 42519 51: R.C.E. PUBLIC TRAVELLED ROADWAY 50'MIN. 8` MIN. j PROFILE E GROUND PUBLIC TRAVELLED EXISTING GR❑ U D ROADWAY 20' RAD, 14 MIN, 000p0 0 T PLAN 20' RAD. PROVIDE APPR03PR ATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELLED ROADWAY STABILIZED CONSTRUCTION ENTRANCE NO SCALE PER TC -1 OF THE CAL TRANS BMP HANDBOOK GRAVEL BAGS OVERLAP n•rrn rl inn s 3 FT (0.9 M) MIN. ------------� RUNOFF GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS PER SC -6 OF THE CAL TRANS BMP HANDBOOK EVERY cc / `7 d'J " U 8 -10" DIA. ADJACENT ROLLS SHALL TIGHTLY ABUT EACH OTHER NOTE: 00 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN 1 "x1" STAKE A TRENCH, Y -5" (75- 125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. FIBER ROLL DETAIL NO SCALE PER SC -5 OF THE CAL TRANS BMP HANDBOOK cc CD d'J U 00 I U d o OU2� UD DO � UD /01q� O w oQROFESS No. 45381 ^�' U o W D(P.9 -30 -14 a 1 Cf) �c .rf Clvl� �Q qlF OF o c''J cm-\F A, w -- CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. 0 Q GRADING AND EROSION CONTROL PLAN FOR: � z`-' 1122 VIA DI FELICITA 10749 -G V) .. .. Ln z ° o z WORK PROJECT NO. PC # ------------ SHEET 3 0 G CD z Q LLJ Cl- H IL O U Q O L O u z w w 4n w v 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 WCLIB WEST COAST LUMBER INSPECTION BUREAU WWPA WESTERN WOOD PRODUCTS ASSOCIATION AB ANCHOR BOLT IC, ( #) POUND(S) ABv ABOVE LDGR LEDGER ADJ ADJACENT LG LONG(ITUDINAL) ALT ALTERNATE LTWT LIGHT WEIGHT AFF ABOVE FINISHED FLOOR MA5 MASONRY APPROX APPROXIMATE(LY) MAT'L MATERIAL ARCH ARCHITECTURAL MAX MAXIMUM a AT MB MACHINE BOLT BLDG BUILDING MECH MECHANICAL ELK BLOCKING MEZZ MEZZANINE EM BEAM MF MOMENT FRAME SIN BOUNDARY NAILING MFR MANUFACTURER BRG BEARING MIN MINIMUM BTM (B) BOTTOM MISC MISCELLANEOUS BTWN BETWEEN MTL METAL C CAMBER(ED) (N) NEW CANT CANTILEVER NO. ( ") NUMBER GIP CAST -IN -PLACE NTS NOT TO SCALE CL CENTERLINE CC ON CENTER CLG CEILING OWJ OPEN WEB JOISTS CLR CLEAR P/C PRECAST CONCRETE COL COLUMN PERP(1) PERPENDICULAR CONIC CONCRETE PCF POUNDS PER CUBIC FT CONN CONNECTION PL PLATE CONST CONSTRUCTION PLY PLYWOOD CTR CENTERED) P5F POUNDS PER SQUARE d PENNY (NAILS) FOOT DBL DOUBLE PSI POUNDS PER SQUARE DEPT DEPARTMENT INCH DF DOUGLAS FIR PT PRESSURE TREATED DIA (0 DIAMETER P/T POST- TENSIONED DIAG DIAGONAL (PRESTRESSED) DIAPH DIAPHRAGM QTY QUANTITY DIM DIMENSION REF REFERENCE DIN DOWN REINF REINFORCEMENT d0 DITTO (REPEAT) REQ'D REQUIRED DP DEEP (DEPTH) RJ ROOF JOIST DWG DRAWING RO ROUGH OPENING EA EACH RR ROOF RAFTER EP EACHFACE SCH SCHEDULE ELEV ELEVATION SW 5HEARWALL EMBD EMBEDMENT) SHT SHEET EN EDGE NAILING 511"1 SIMILAR EW EACH WAY 51MP SIMPSON EX5TG (E) EX15TING SKWD SKEW(ED) EXT EXTERIOR SPEC SPECIFICATIONS FF FINISHED FLOOR SQ SQUARE FIN FINISHED) SS SELECT STRUCTURAL FLG FLANGE STD STANDARD FLR FLOOR STGR 5TAGGER(ED) FN FIELD NAILING 5TRUCT STRUCTURAL FND FOUNDATION T45 TOP AND BOTTOM FRM'G FRAMEONG) T46 TONGUE AND GROOVE FT FEET THK THICK FTG FOOTING THRD THREAD(ED) GA GAUGE TN TOE NAIL GALV GALV GALVANIZE(D) TOP TOP OF FOOTING GB GRADE BEAM TOW TOP OF WALL GLB GLUE LAMINATED BEAM TOP TOP OF PARAPET HD HOLD DOWN TS TUBE STEEL HDR HEADER TYP TYPICAL HGR HANGER UNO UNLESS NOTED HORZ (H) HORIZONTAL OTHERWISE HT HEIGHT VERT (V) VERTICAL IN C) INCHES VIF VERIFY IN FIELD INT INTERIOR W STEEL WIDE FLANGE JST JOIST W/ WITH K KIPS (1000) WD WOOD KSI KIPS PER SQUARE INCH WT WEIGHT L ANGLE WWF WELDED WIRE FABRIC LB LAG BOLT NOTICE TO: 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 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 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 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 CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF -51TE 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 CONFORMING TO A6TM G -90 GRADE N. W/ AN ULTIMATE COMPRE651vE 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 CONSISTENCY! MORTAR SHALL BE TYPE '5 ", UNLE55 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 (TROUT SHALL BE 2000 PSI. 4. GROUT MIX SHALL BE SOLID GROUTED, UNLESS NOTED OTHERWISE ON PLANS. 5. CONTINUOUS DEPUTY INSPECTION IS NOT REQUIRED, UNLESS NOTED OTHERWISE. 6. FIRST COURSE OF BLOCKS ABOVE OPENINGS SHALL BE LINTEL /BOND BEAM UNITS, 1, MAXIMUM GROUT LIFT SHALL NOT EXCEED 4' -0' IN ONE DAY UNLE55 PROPER PROCEDURES OF HIGH LIFT GROUTING OF THE GOVERNING AGENCIES ARE FOLLOWED. VIBRATE ALL GROUT LIFTS. E. 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 UNLESS 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 1 112 ' 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 (T.O.W.) 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 WALL5 ARE EXEMPT FROM THE ABOVE REQUIREMENTS PRIOR TO BACKFILLING. REINFORCING STEEL I. DEFORMED BAR REINFORCEMENT SHALL CONFORM TO THE FOLLOWING GRADES OF ASTM A 615 -94: GRADE 40 - 13 AND SMALLER GRADE 60 - m4 AND LARGER 2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH IBC SEC, 1901 4 OTHER SECTIONS ACCORDING TO APPLICATION. 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL BE AS SHOWN ON SHEET 6D -1, 'CONCRETE LAP SPLICE TABLE ", AND NOT LE55 THAN 12'. 4. LAPS AT BAR SPLICES IN MASONRY CONSTRUCTION SHALL BE AS SHOWN ON SHEET 5D -1, 'MASONRY LAP SPLICE TABLE', AND NOT LESS THAN 48 clb. 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 REQ75). 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 (UN,O,) 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 (CR5U. 8. REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CR51 '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. 11. 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 TH05E AREAS SPECIFICALLY SHOWN ON THE PLANS. 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 5TRE66 DESIGN" AS PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. REINFORCED CONCRETE FOUNDATIONS I. THE MINIMUM 28 -DAY CYLINDER STRENGTH SHALL BE PER 2009 IBC TABLE 1904.2.2, AS FOLLOWS, (U.N.O.). CONCRETE ELEMENT f'c SLAB ON GRADE 2500 PSI CONTINUOUS FOOTINGS 2500 PSI SPREAD PAD FOOTINGS 2500 PSI PILES 4 CAISSONS 2500 PSI GRADE BEAMS 2500 PSI ALL CONCRETE REQUIRED TO BE GREATER THAN 2500 PSI SHALL HAVE SPECIAL NSPECTION PER 2009 IBG 1104.42.3. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM G 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 3.3. '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 PCP. 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 IN ACCORDANCE WITH ASTM G 94 -94 AND PER SECT. 19 - MIXING 4 PLACING OF CONCRETE. 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL IN NONPRESTRE55ED CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: LOCATION MIN. COVER (IN.) A. CAST AGAINST AND PERMANENTLY 3 EXPOSED TO EARTH B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER: F6 THROUGH FIS BARS 2 m5 BARS, 5/8 INCH WIRE, AND SMALLER 11 '12 C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 14 AND FIS BARS 11 /2 #11 AND SMALLER 3/4 (SLABS, WALLS, JOISTS): PRIMARY REINFORCEMENT, STIRRUPS, TIES OR SPIRALS pie (BEAMS, GIRDERS, COLUMNS) T SLEEVES, PIPES AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTINGS, 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 BE INSTALLED AND SECURED IN POSITION PRIOR TO PLACING CONCRETE. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, SLEEVING 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 S 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 (UN.O.) II. FRAMING CONTRACTOR TO VERIFY LOCATION OF HOLDOWNS PRIOR TO POURING OF CONCRETE FOUNDATIONS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR MOLD5, 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, A 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 (UN.O.). 16. Sol ALL FOUNDATION CONSTRUCTION SHALL FOLLOW RECOMMENDATIONS FOUND IN THE PROJECT SOILS REPORT BY OTHER. -OR- NO 50IL5 REPORT PROVIDED FOR THIS PROJECT. MINIMUM SOILS DESIGN VALUES SHALL BE PER IBC TABLE 1804.2 455 = 1000 psf. SOILS DESIGN VALUES ARE SUMMARIZED ON SHEET 5-1, 'STRUCTURAL DESIGN BASIS'. SPECIAL INSPECTION SUMMARY: CONTINUOUS INSPECTION (U.N.O.) SHALL BE PERFORMED BY QUALIFIED SPECIAL INSPECTORS RETAINED BY OWNER AND APPROVED BY THE BUILDING OFFICIAL TO ACT AS A SPECIAL INSPECTOR FOR THE FOLLOWING: I CONCRETE 2 BOL75 WALLED IN CONCRETE 3 SPECIAL MOMENT- RESISTNG CONCRETE FRAME 4 REINFORCING STEEL 4 PRESTRESSING STEEL TENDONS 51 ALL STRUCTURAL WELDING 51 SPECIAL MOMENT - RESISTING STEEL FRAME 5.3 WELDING REINFORCING STEEL 6 HIGH - STRENGTH BOLTING T STRUCTURAL MASONRY 8 REINFORCED GYPSUM CONCRETE $ NSULATNG CONCRETE FILL 10 5PRAY- APPLIED FIRE-RESISTIVE MATERIALS II PILING, DRILLED PIERS 4 CAISSONS R 5HOTCRETE 131 VERIFY SOILS CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT 132 VERIFY THAT FOUNDATION EXCAVATIONS EMEND TO PROPER DEPTH AND BEARING STRATA 133 PROVIDE SOILS COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE DENSITY, BEARING VALUES 134 PROVIDE SOIL EXPANSION TEST RESULTS, EXPANSION INDEX, RECOMMENDATIONS FOR FOUNDATION, ON -GRADE FLOOR SLAB DESIGN FOR EACH BUILDING SITE 14 SMOKE - CONTROL SYSTEM 15 SPECIAL OASES (SPECIFIED BY THE BUILDING OFFICAU 16 OFF -51TE FABRICATION OF BUILDING COMPONENTS IT OTHER SPECIAL CASES (SPECIFIED BY DESIGNER OF RECORD) ROOF DEAD LOAD P5F NO. DESCRIPTION OF TYPE OF IN5PECTION REQUIRED, LOCATION, REMARKS, ETC, DESIGN STRENGTH I CAST -IN -PLACE STRUCTURAL CONCRETE SLAB a POOL MECHANICAL (PER PLANS AND DETAILS) T c - 3A00 PSI PSF CMU SITE WALLS (PER PLANS AND DETAILS) Pm = 1$00 PSI 13.1 VERIFY SOILS CONDITIONS ARE SUBSTANTIALLY N CONFORMANCE WITH THE SOILS REPORT. ( PERIODIC INSPECTION ) ROOF SNOW LOAD P5F 137 VERIFY THAT FOUNDATION EXCAVATIONS EMEND TO PROPER DEPTH. AND BEARIN53 STRATA. ( PERIODIC INSPECTION ) Ct = LATERAL DESIGN ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE BASIC SEISMIC FORCE RESISTING SYSTEM = SITE CLA55 = D OCCUPANCY CATEGORY = 2 SEISMIC DESIGN CATEGORY = D MAPPED SPECTRAL RESPONSE ACCELERATIONS: 5s = 1.142 51 = 0.426 SPECTRAL RESPONSE COEFFICIENTS: SIDE = 0.84 6D1 0.45 SEISMIC IMPORTANCE FACTOR: 1 = 1.0 LATERAL RESISTING SYSTEM FACTOR: R = SEISMIC RESPONSE COEFFICIENT: Cs = DESIGN BASE SHEAR: V = Ibs WIND DESIGN METHOD 2 = ANALYTICAL PROCEDURE I. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION 15 NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR SPECIALLY INSPECTED WORK WHICH 15 INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. 2. SPECIAL INSPECTION TO BE PROVIDED BY: NOTE: CONTRACTOR TO VERIFY THAT THE SPECIAL INSPECTOR IS CERTIFIED BY THE LOCAL JURISDICTION'S BUILDING DEPARTMENT, TO PERFORM THE TYPES OF INSPECTION SPECIFIED, PRIOR TO PERFORMING INSPECTIONS. 3. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK WITH SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE LOCAL BUILDING JURISDICTION, 4, WHEN WELDING IS DONE IN AN APPROVED FABRICATORS SHOP, SPECIAL INSPECTION 15 NOT REQUIRED. SEE NOTES 5 4 6 BELOW. PERIODIC INSPECTION MAY BE USED FOR SINGLE PA66 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 IS 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 -51TE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE LOCAL BUILDING JURISDICTION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. 1. NIGH - STRENGTH BOLT, NUTS AND WASHERS MAY BE REQUIRED TO BE SAMPLED, TESTED AND APPROVED BY THE INSPECTION SERVICES DIVISION OF THE LOCAL BUILDING JURISDICTION PRIOR TO THE INSTALLATION. (IN THE CITY OF SAN DIEGO SEE BNL I1-6), 8. SPECIAL INSPECTION IS REQUIRED FOR BOLTED CONNECTIONS UTILIZING HIGH - STRENGTH A325 AND 4490 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. SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC BA615 IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1104.3.3. 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 I5 PROPERLY USED TO TIGHTEN ALL BOLTS. S. FOR WELDED, FULLY RESTRAINED CONNECTIONS BETWEEN PRIMARY MEMBERS OF ORDINARY MOMENT RESISTING FRAMES (OMRF), AND SPECIAL MOMENT RESISTING FRAMES (SMRF), NONDESTRUCTIVE TESTS PER APPROVED NATIONAL STANDARDS, SHALL BE CONDUCTED. ALL COMPLETE PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100`o 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 1103.5.1. IDENTIFY ON PLANS, NAME AND ADDRESS OF THE TESTING / INSPECTION AGENCY, GENERAL NOTES I. ALL CONSTRUCTION, INCLUDING MATERIAL AND WORKMANSFIIP, 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 [BIG IS 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 REFER TO THE CBC IN LIEU OF THE AFOREMENTIONED IBC. 2, ALL ASTM STANDARDS LISTED HEREIN SHALL BE AS REFERENCED IN THE LATEST I55UE OF THE ANNUAL BOOK OF STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). 3. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND 51TE CONDITIONS PRIOR TO STARTING WORK. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF DISCREPANCIES. 4. ALL OM1551ON5 AND /OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 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 51)-1. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. 6. IF A SPECIFIC DETAIL IS 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 CONSTRUCTION. 9, PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, BLOCK -OUTS, etc. SHALL NOT BE PLACED IN SLABS, BEAMS, GIRDERS, COLUMNS, WALLS, FOUNDATIONS, etc. NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. IF 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 ASSUME 50LE AND COMPLETE RE5PON51BILITY 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 WORKING HOUR5. 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 PERFORMANCE OF WORK 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 TO 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 ALSO 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 P5F PSF ROOF LIVE LOAD PSF PSF FLOOR DEAD LOAD PSF PSF FLOOR LIVE LOAD PSF PSF EXT. WALL WEIGHT PSF P5F INT. WALL WEIGHT P5F PSF ROOF SNOW LOAD P5F PSF Pf = Ce = = Ct = LATERAL DESIGN ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE BASIC SEISMIC FORCE RESISTING SYSTEM = SITE CLA55 = D OCCUPANCY CATEGORY = 2 SEISMIC DESIGN CATEGORY = D MAPPED SPECTRAL RESPONSE ACCELERATIONS: 5s = 1.142 51 = 0.426 SPECTRAL RESPONSE COEFFICIENTS: SIDE = 0.84 6D1 0.45 SEISMIC IMPORTANCE FACTOR: 1 = 1.0 LATERAL RESISTING SYSTEM FACTOR: R = SEISMIC RESPONSE COEFFICIENT: Cs = DESIGN BASE SHEAR: V = Ibs WIND DESIGN METHOD 2 = ANALYTICAL PROCEDURE BASK WIND SPEED = MPH I = EXPOSURE CATEGORY = FOUNDATION DESIGN ❑ SOIL - UNCLASSIFIED (PER 2009 IBC 1613.52 4 TABLE 1804.2) ALLOWABLE 501L BEARING PRE56URE - 1,000 P5F SOIL PROFILE TYPE D USED FOR LATERAL DESIGN X SOILS REPORT BY: ANTE 4 MIDDLETON ENO. , INC. REF F: ISSUED: APRIL 8, 2011 SEISMIC SOIL PROFILE TYPE = D ALLOWABLE BEARING PRESSURE =1500 P5F ACTIVE 501L PRESSURE (CANT.) = 48/76 PCF ACTIVE SOIL PRESSURE (RE5TRJ = 68 POP PASSIVE SOIL PRE55URE 281 PCF MAXIMUM PASSIVE PRESSURE PCF COEFFICIENT OF FRICTION 0.30 REVISIONS APPROVED D,4TE,,..RFSFRENCE& DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED EBY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 'G3ULL"(5 •(S rj• $ Description: B.M. NO.CL5B -0006 INITIALS INITIALS INITIALS, PLANS PREPARED UNDER SUPERVISION RECOMMENDED AI =DPROV GRADING AND EROSION CONTROL PLAN FOR: Location: OF: 1 LLE 2.5" DISK IN SL'Y CURB HORIZONTAL: N/A F DATE: EN CALLS E UYLY a THE RETURN - END 'L THE W'LY CURB RETURN OF ��' ��- �� VIA DI ��'%��w 10749-G THE E'LY DRIVEWAY OF ELEM. MASIH MAHER GLENN PRUIM, ENGINEERING A V A SCHOOL. I MI N'LY OF RANCHO VERTICAL: N/A R.G.E. NO.: 5 4352 PUBLIC W RKS DIRECTOR SANTA FE RD. Elev:2 18.76 Datum: NA003 MIKE SURPRE NT EXP.: &/30/1 DATE: 5 3 DATE; S/ 3 R -O -E- 42519 R -O -E- 51274 WORK PROJECT NO. PC# SHEET 4 O 6 In\ "5 BARS 6 16" O.C. (V) #5 BARS m 16" O.C. (H) V GNU WALL (SOLID GROUT) SPEC. INSP. REO'D. 04 BARS 9 16" VIDI 4IVLG IV VHI LI3HI RETAINING WALL DETAIL C 10 a" CMU WALL (SOLID GROUT) SPEC, INSP. REO'D. 'S BARS e I6" O.G. (v) / X / Q 05 BARS 0 16" O.G. (H) y: i B 2./ O NO EXCAVATION FOR PIPE (MIN) (MIN) (MIN) TRENCH BELOW ENCASE PIPE IN THIS LINE SLEEVE PRIOR TO 24" (MIN) POURING FOOTING PROVIDE METAL SLEEVE w/ 36' (MAX) I. D. I" GREATER THAN THE O.D. OF THE PIPE ELEVATION z �U z QU uQ � N la n =G 7j STIRRUP AND TIE DETAIL BACK FILL PIPE AND TRENCH LOCATION D #3 1 1/2" #4 NOTE I TWO BARS AT CORNER MATCH VERTIC o a TO L REINFORCING a 08 MIN. #10 NOTE: / \ - 16 5' CMU WALL (SOLID GROUT) I. SEE MASONRY LAP SPLICE 1 41 HORIZ, REINF. l8 TABLE, DETAIL 2 /SD -1 / EXTEND 48" INTO v 3000 SPEC. INSP. REO. 'D� a ALT. BEND 3• 04 BARS a 16" O.C. MASONRY CORNER AND INTERSECTION W o NOTE I 04 BARS a 16' O.G. - NOTE I 25 CLR. n a 6 U / 10 l9 LTRENCH SHALL z NOT UNDERMINE _ - 3° X #4 BARS a S" O.G. - 3" CLR. TYP. ,,, "S BARS a 16' O.O (H) a a D PIPE SLEEVE — RECOMMENDATIONS LL -III z " PIPE - z � �n U = Lo CONT. #4 BAR s N, / x, F / 0. a' / DR 3" MIN. SOIL OR FLATWORK vERTICAL LR. PER ARCH'L REINFORCING "5 BARS a a" O.C. (v) RE SPACING (EXTEND 36" INTO WALL) TWO ADDED BARS — — — — — — — — — — — TO MATCH VERTICAL 04 BARS a 16" O.C. / REINFORCING DRAIN AND BACKFILL �� #4 BARS 9 16" O.C. PER GEOTEGHNIGAL ENGINEER'S / HORIZ. REINF. RECOMMENDATIONS (TYP) Ir VIDI 4IVLG IV VHI LI3HI RETAINING WALL DETAIL C 10 a" CMU WALL (SOLID GROUT) SPEC, INSP. REO'D. 'S BARS e I6" O.G. (v) / X / Q 05 BARS 0 16" O.G. (H) y: i B 2./ O NO EXCAVATION FOR PIPE (MIN) (MIN) (MIN) TRENCH BELOW ENCASE PIPE IN THIS LINE SLEEVE PRIOR TO 24" (MIN) POURING FOOTING PROVIDE METAL SLEEVE w/ 36' (MAX) I. D. I" GREATER THAN THE O.D. OF THE PIPE ELEVATION z �U z QU uQ � N la n =G 7j STIRRUP AND TIE DETAIL BACK FILL PIPE AND TRENCH LOCATION D #3 1 1/2" #4 2" #5 a 08 MIN. #10 NOTE: / \ - 16 5' CMU WALL (SOLID GROUT) I. SEE MASONRY LAP SPLICE 1 41 69 l8 TABLE, DETAIL 2 /SD -1 / EXTEND 48" INTO v 3000 SPEC. INSP. REO. 'D� a �J 3• 04 BARS a 16" O.C. MASONRY CORNER AND INTERSECTION 0 o 101 04 BARS a 16' O.G. - Z Z w 25 CLR. n a 6 v DRAIN AND BACKFILL 10 l9 LTRENCH SHALL NOT UNDERMINE _ - WALL FOOTING #4 BARS a S" O.G. - 3" CLR. TYP. ,,, "S BARS a 16' O.O (H) a a D PIPE SLEEVE — RECOMMENDATIONS LL -III z " PIPE - z � �n U = Lo CONT. #4 BAR - z — - - - -- -- - N, VIDI 4IVLG IV VHI LI3HI RETAINING WALL DETAIL C 10 a" CMU WALL (SOLID GROUT) SPEC, INSP. REO'D. 'S BARS e I6" O.G. (v) / X / Q 05 BARS 0 16" O.G. (H) y: i B 2./ O NO EXCAVATION FOR PIPE (MIN) (MIN) (MIN) TRENCH BELOW ENCASE PIPE IN THIS LINE SLEEVE PRIOR TO 24" (MIN) POURING FOOTING PROVIDE METAL SLEEVE w/ 36' (MAX) I. D. I" GREATER THAN THE O.D. OF THE PIPE ELEVATION z �U z QU uQ � N la n =G 7j STIRRUP AND TIE DETAIL BACK FILL PIPE AND TRENCH LOCATION 05 BARS 0 16" O.C. (v) X AN AND BACKFILL R GEOTECHNICAL iINEER'S = OMMENDATIONS J 000 J �0� �QQ s�Y -p0 BAR D #3 1 1/2" #4 2" #5 21/2" 08 #9 #10 #6 BARS g 8" O.C. (V) 16 5' CMU WALL (SOLID GROUT) 39 1 41 69 l8 a8 EXTEND 48" INTO WALL) 3000 SPEC. INSP. REO. 'D� 29 36 3• 04 BARS a 16" O.C. '� � 91 101 4000 13 25 CLR. 31 54 DRAIN AND BACKFILL 10 l9 81 PER GEOTECHNICAL "S BARS a 16' O.O (H) RECOMMENDATIONS x, F / 0. a' DR MIN. SOIL OR FLATWORK PE EN( PER ARCH'L RE — — — — — — — — — — — 04 BARS a 16" O.C. , #4 BARS 9 16" O.C. QQ - a 'i U (2) #4 BARS CONT. a o a `a 04 BARS 8" O.G. a � a. a 3" CLR. TYP. 4 a a a (3) #4 BARS CONT. S CONT. °4 BAR v �, 3" CLR. TYP. e MID - HEIGHT a� i( a 10' -0° MIN. 2' -6" DISTANCE TO DAYLIGHT CONT. #4 BAR 05 BARS 0 16" O.C. (v) X AN AND BACKFILL R GEOTECHNICAL iINEER'S = OMMENDATIONS J 000 J �0� �QQ s�Y -p0 BAR D #3 1 1/2" #4 2" #5 21/2" OE(' FOR STIRRUPS 4 TIES BAR D #3 1 1/2" ,4 2" #5 2 1/2" �I (2 I /2" MIN) STIRRUP 4 TIE DETAIL 8 1 BAR BENDING, STIRRUP AND TIES I 6 F OFFSET 4R DIAMETER v = �d FOR #3 THRU 06 D = ad FOR #a THRU #11 NOTES: I. "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. TO 2 HORIZ. (MAX. SLOPE) U.O.N. TYPICAL STEPPED FOOTING CONCRETE REINFORCING - Fy = &0 ksi CONCRETE f'� (psi) LAP SPLICE (IN.) - DEFORMED BARS 03• 04 #5 #6 #1 08 #9 #10 #II 2500 16 32 39 1 41 69 l8 a8 100 110 3000 15 29 36 43 63 12 81 91 101 4000 13 25 31 31 54 62 10 l9 81 I. ALL SPLICES ARE CLASS B = 1.3 6 (PER IBC CH. 113) 2. • %3 BARS fr = 40 ksi 3, db - BAR DIAMETER SEE STRUCTURAL ^ ' "JLS FOR OTHER IREMENTS ( UN( K= I C (IL [IN. TENSION REINFORCEMENT 4 CONCRETE LAP SPLICE TABLE 1"46ONRY REINFORCING - Fy = &0 ksi f'm = 1500pei (MIN.) LAP SPLICE (IN.) - DEFORMED BARS #3* #4 #5 06 #1 #a #9 #10 #11 4adb la 24 30 36 42 4a 54 61 68 12db 21 36 45 54 63 12 81 91 102 COMPRESSION REINFORCEMENT 1 I. ALL SPLICES SHALL BE 4adb UNLESS NOTED OTHERWISE IN PLANS (PER IBC CH. 21) 2, 03 BARS fr = 40 ksi 3. db -BAR DIAMETER SEE STRUCTURAL 11 411_5 FOR OTHER JIREMENT5 I-IA7UNK1 (40061 HN TENSION REINFORCEMENT 5 MASONRY LAP SPLICE TABLE tinrF i ninTF I COMPRESSION REINFORCEMENT 2 6 1 CORNER AND INTERSECTION 31 I' -0" gyp s I0' -0" MIN. 4' -6" j ; DISTANCE TO DAYLIGHT •�,r�1Y4 ;ic -' RETAINING WALL DETAIL 11 RETAINING WALL DETAIL 9 REV15IONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED E3Y: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS U IL7r5 Description: B.M. NO, O-1-55-000e, FDL_AN5 PREPARED UNDER SUPERVI&ON fRECOMMENDE A1D1�(ROV GRADING AND EROSION CONTROL PLAN FOR: Location: P05 la416, 2.5" DISK IN SL'Y CURB OF GALLE ACERUO 0 THE WL'Y HORIZONTAL: N/A ` F DATE: f' i 3 �Y /�/� • A /� �,,, END OF THE W'LY CURB RETURN OF / v 1 ,V �Y 1122 VIA DI FELICITA 10749 -G THE ELY DRIVEWAY OF ELEM. MASIH MAHER GLENN PRUIM ENGINEERING SCHOOL. I MI N'LY OF RANCHO VERTICAL: N/A R.G.E. NO.:J 43552 PUBLIC ORS DIRECTOR SANTA FE RD. D4TES 11Si 13 DATE: 4 is 1 EIev:21B2B Datum: N4063 MIKE SURPRENANT EXP.: (0/30/14 RC,E 42519 R.G.E. 51274 WORK PROJECT NO. PG# SHEET 5 O 6 I r 0 m (Il X Q r r ni 6� W z 0 z z Q Z W ly N W 'l w Q u 0 Q z Q z w N w Y E O r z w O U z w LLI 3 N w 0 w w F- S F- O 3 } Q (L 1 Z Q 0 w z w Q W fl] 0 r w z W W Q N 0 z w w LILI 0 Q Z Q 3 Z Q Z 0 z Q z U 0 i L O u W U 0 W w w [D 0 r 0 z w 0/ Q N l') Z_ Q C) Z Q z Z L J1 <n w z z ly W O U 3 Q J Z O y- S 0 U U z (ti w w IV I i I I I I I I X�� X�i��/i`,%i�/i� 5" CMU WALL !SOLID GROUT) SPEC, INSP. REK'D. I 3' I � vvvvvvvvvvvvvvvv v� �� GLR. GONG, I 8" GNU (SOLID / (RESIDENCE) I - WALL GROUT) I SPEC. INSP. REQ'D. "5 BARS a 16" O.G. (V) I / - - - - -� g / CLR. "5 BARS a 16' O.C. (H) % - / 05 BARS a 16" O.G. (V) � X F// "5 BARS a 16" O.G. (H) I / x Q / L / @ /. DRAIN AND BAGKFILL / PER GEOTECHNIGAL / ENGINEER'S / RECOMMENDATIONS , "4 BARS a 16" O.G. , / / 1 -0. DRAIN AND BACKFILL 8" CMU WALL (SOLID GROUT) / / / ,� _ I PER GEOTECHNICAL SPEC. INSP. REO'D. ENGINEER'S Q RECOMMENDATIONS / ( I / a ° a "4 BARS a 16" O.G. CLR (4) 4 BARE CONT- a "4 BARS a 16' O.G. � Z ° '5 BARS a 16" OG. (V) ° / z 04 a 4 (5) BARS CONT. (4) °4 BARS CONT. - ° n " - °4 BARS a 16" O.C. 05 BARS a 16" O.C. (H) ° _ / (1) "4 BAR CONT. r (5) 04 BARS GONT. _ CLR. TYP. a (I) 04 BAR CONT. _ i,i ... / (2) 04 BARS GONT. - 04 BARS a 16" CG. 5. -0. ZL (3) "4 BARS CONT. 3" CI-R. TYP. 3' -0" RETAINING WALL DETAIL 2 RETAINING WALL DETAIL 1 * Al T A3:AfXAIG WALL OL "SIGN /2MLEWED QROFESSioN AN APP ItoVEIS MY e5CsrL UNOEIZ PC 0 17 -116(p sURPRF� F�c �e�° ti a S 4352� -+ m Exp.,- 6/36/1 j * 9T Q�tJ F CA QInvalid w/o Wet Signature �Cw Ski "mil REvISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. INIT ALS INITIALS INITIALS l�iip S /� 1,3 21 3 Description: Location: BM No. CLSB -0006 R05 18416, 2.5" DISK IN SL'Y CURB OF CALLE ACERUO a THE WL'Y END OF THE W'LY CURB RETURN OF THE E'LY DRIVEWAY OF ELEM. SANOAOL. RI N'LY OF RANCHO HORIZONTAL: N/A VERTICAL: N/A FL,4NS FjREF,4RED UNDER SLFERVISION DATE: R.C.E. NO.: 6 435 F,:ECCM1ENDEE ��' ®Afi AF)FROVED 5'T':,404, DAfi .'x /21 /13 CxRADINCx AND EROSION CONTROL PLAN FOR: ^^ / / �'e DI ��I�'�e 10749 -G A5- [jWL -ris) 2. _ Elev.219,28 Datum: NA083 MIKE SURPRENANT EXP.: - �3�� C WORK PROJECT NO. PCB SHEET 6 OF C