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2006-215 G (Plans)e 5 Ll r 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 _LIMITED GEOTECHNICAL INVESTIGATION WRITTEN REPORT _ PREPARED BY ENGINEERING DESIGN GROUP, DATED NOVEMBER 25 2003 SHALL BE CONSIDERED AS A PART OF GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN THE 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 OFF SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED 70 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 OPERATIONS WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 7.30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PERMITEE. THE PREGRADE MEETING SHALL BE SCHEDULED 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 CERTIFICATE SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT No.0215 -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. 8. 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 TO PROTECT 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 - CARDIFF SANITATION DISTRICT (760) 633 -2770 B. GAS & ELECTRIC - (SDG &E) (800) 422 -4133 C. WATER - (SAN DIEGUITO WATER DISTRICT) (800) 422 -4133 D. TELEPHONE - (PACIFIC BELL) (800) 422 -4133 E. CABLE TV - DIMENSION CABLE 800 422 -4133 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. C. GRADING 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED 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. 2. 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 TO FINISH WORK ON SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 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 6 INCHES AND COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. =LS m0 TOLL "m 1 -8-8 00 422 -4133 =1 =�wi REVISIONS ARE111SEWALL SKS 243 T a PLANNING & BUILDING DEPARTMENT REVIEWED BY: o ° DATE: APPROVED I DATE REM0 SAN DIEGU 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. 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 WASTER 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. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS SHALL BE COLLECTED PILLED OR OTHERWISE DISPOSE 0 T E Y T D OF OFF HE S17 B HE CONTRACTOR SO AS TO LEAVE 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. D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _ RICHARD FULLER AT PHONE No. -1(7-6-02-4023--8-0710--, 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 DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER 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 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 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 A 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. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. B. 5 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: 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 CALIFORNIA 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 THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM 'a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED 70 THE JOBSITE IN NOPENEO CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOP. 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, 15% ULPHUR APPLIED AT THE RATE OF 500 LBS. 16 -20 -0, WITH 15 PER ACRE. 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO- SEEDING BY. A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM a" ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY- a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 5. 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, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. WATER DISTRICT REVIEW BY: RI * DATE: * SIGNATURE EXPIRES 2 YEARS AFTER DATE DATE BENCH MARK lfl PARKS AND RECREATION ELEV. 231.69' DATUM: NAVD 88 SCALE VERTICAL NOTED 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 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 GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL 1. 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. 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 3. 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. 4. 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. 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE STRUCTION 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. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. Z WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE 1. 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. 2. 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 FLOWS AND S70RMDR4IN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. IBAIdI[JS 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 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY 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. 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS 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. 3. 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 EM AT (760) 436 -4151. 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. 5. 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. 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND S70RMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. LEGAL DESCRIPTION LOT "E" OF THE SUBDIVISION OF LOTS 3 AND 4 IN BLOCK 102 OF CARDIFF VISTA, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 1611, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 1, 1913. TOPOGRAPHY SOURCE: FIELD SURVEY CONDUCTED ON 1112512003 BY PASCO ENGINEERING. ENCINITAS FIRE DEPARTMENT PUBLIC WORKS DEPARTMENT REVIEWED BY: REVIEWE Y: wItleiwee 7// 91P7 ife DATE: r , DATE: puit -1 HORIZONTAI NOTED I STSYeN NORRIS RC6 47412 BXF 12/2011 IA TOTA07ard ffol F-mTs J/j THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. THIS SET OF PLANS 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS. 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS. 4. THE SDW STANDARDS AND SPECIFICATIONS FOR WATER. 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED NOVEMBER 25, 2003. NOTE: WORK AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STORM DRAIN ONLY S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING: UNLESS OTHERWISE NOTED ITEM NO. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY O GRASSPAVE2 SWALE DET. 2 1SHT. 3 « .fit 350 LF Q2 COBBLE SWALE DEL 3 1SHT. 3 EROSION CONTROL PLAN 110 LF 0 RIP RAP ENERGY IS TOR SD SD D -40 MODI TED SIZE PE 5 CY ® 6" DIA AREA DRAIN TYP NDS OR EQUIV. ® 35 EA 5 6" DRAIN PIPE SDR -35 = _ _ = 300 LF © CROSS GUTTER SDRSD G -13 .'_4 = = 220 SF 7 NDS BOX OR EQUIV ® 1 EA 8 CA JCW 4 24' l NOS BOX OR EQUIV. ® 2 EA 9 SUB T RI GRWAEL TSENC DET 1/ SHT 3 0 0 0 380 CF 10 1.5 IPES PVC - - -- 50 LF i© 6" PCC FLUSH CURB 100 LF 12 HEADWALL SDRSD D -30 TYPE A 2 EA 1 1 WATER ,- ATERAL W E - - WT o-W -W- 1 EA 14 LATERAL WITH SEWER CLEANOUT -S -S S 1 EA 1© RETAINING WALL SDRSD C -5 & C -6 :30EZEEZ311E 1850 SF 16 PLANTER WALL, 20 SF 1 5 PCC ORV -WAY OVER 6" CLASS it 95% R.C. :.: "' , -; ;; "`r "';;'<: 1390 SF SHORING WALL BY 0 HERS SEE SHEETS 5 -11 2070 SF 19 NO PARKING PER NP 4 EA E1 SLOPE STABILIZATION SS- 2 /SS- 3 /SS -4 /SS- 430 SF E2 SILT FENCE (SC -1) DET 1/ SHT 4 540 SF E3 GRAVEL BAGS (SC- 6 1SC -8) DET 21 SHT 4 40 EA ! DRIVEWAY BI LIZED CONSTR. DTET 13/ SHT 4 0 0 1 EA NOTE. QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES FOR BIDDING PURPOSES ONLY. SAN DIO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS 70 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. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS 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. 3. 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 SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. 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. 1;2 0 . CUT 2250 CY FILL 0 CY EXPORT 2250 CY IMPORT 0 CY REMOVAL & 0 CY RECOMPACTION IMPERVIOUS SURFACE. 2700 SF AREA OF GRADING: 9000 SF AVG. DEPTH OF FILL: NI AVG. DEPTH OF CUT. 7 FT PLANS J4REPARED UNDER SUPERVISION OF Z �/ 12 -07 STE.VEN=- NORRIS EXP. DATE: AT RCE: 47672 APPROVALS CITY OF ENCINITAS RECOMMENDED PVelk- APPROVED TITLE SHEET FOR: BY: BY: " i? WORK PROJECT NO. DATE: Q2107 DATE: 8 c APN: PROJECT OWNER: RICHARD & CAROL FUL R .S0ZA0vA- 13FAQ'r &0Lz>1"Jli's LAC. /2:3q SeAm&'cac o ervF CARDIF 9 90ch&712 # /Us r /''/748 307 E PH NE: 760) 4 70� iy���� PROJECT A.P.N. 260- 283 -05 P�c�vE 3/3.y6f 732 PROJECT ADDRESS: 424 BRIGHTON AVENUE CARDIFF, CA 92007 2 PROJECT SOILS ENGINEERING DESIGN GROUP ENGINEER 2121 MONTIEL RAOD SAN MARCOS, CA 92069 PHONE. (760) 839 -7302 PROJECT CIVIL ENGINEERING DESIGN GROUP ENGINEER: 2121 MONTIEL ROAD SAN MARCOS, CA 92069 (760) 839 -7302 PHONE (760) 480 -7477 FAX SOILS ENGINEER'S CERTIFICATE I, STEVE NORRIS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRACTICING IN THE ENGINEERING DISCIPLINE OF GEOTECHNICAL ENGINEERING, HEREBY CERTIFY THAT A GEOTECHNICAL EVALUATION OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS DE BY ME OR UNDER MY DIRECTION DURING A GEOTECHNICAL INVESTIGAT N. ONE COMPLETE COPY OF THE ORIGINAL SOILS REPORT COMPILED, ERING DESIGN GROUP, DATED NOVEMBER 25, 2003, HAS BEE SU THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 AVE RESE GRADING PLANS AND CERTIFY THAT THE RECOMMEI�ATIONS I THE ORIGINAL SOILS REPORT FOR THIS PROJECT HAV,EE BEEN INC IN THE GRADING PLANS AND SIGNED: NORRIS— GE NO.: 2590 2590 Exp. �-, 2 07 EXP. DATE: 12 -31 -07 ENGINEE RIN G DE S IGN GROUP 2121 MONTIEL ROAD O SAN MARCOS, CA 92069 PHONE. (760) 839 -7302 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 ENGINEER'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 PLAN CHECK OR REVIEW PERFORMED 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 IS 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 NEGLIGENT ACTS, ERRORS, OR OMISSIONS OFAW ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND A171SING OUT' OF THE WORK PERFORMEND BY THE ENGINEER. STEVEN NORRIS ENGINEERING DESIGN G UP 2121 MO�ITIEL ROA SAN MARCOS, C 2069 ° QpoF lslp*z (760) $39 -7 _ \��e��EN�S BY.• � 47672 STEVE ORRIS RC.E. No. No. 47672 DATE.) ql � Exp. 12 -07 EXP. DATE. 12 -31 -07 OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 1- THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. EREBY CERTI T A REGISTERED SOILS ENGINEER OR G OGIST HA E OR WILL BE RETAINED TO SUPERVISE OVE ALL G IN AC71V AND ADVISE OF THE COMPACTION AND TABLET THE E. ,, ll�- SHEET INDF s HT NO. DESCRIPTION 1 TITLE SHEET & NOTES 2 GRADING PLAN 3 GRADING PLAN DETAILS & SECTIONS 4 EROSION CONTROL PLAN 5 -11 SHORING WALL PACKAGE E 6 V N 0 M r` I rn M 00 /239 SFAI,5let -04r= 04VE \ focy €sic f/ 1[ts,,v14A307 ; ENGINEERING DEPARTMENT DRAWING NO. FULLER RESIDENCE 424 BRIGHTON AVENUE 0215 -G CARDIFF, CA 92007 260- 283 -05 Cl� Oq -Ol5 SHEET 1 OF 11 67041 iA&MIyI to0 a o_ 0 o! 0 Z S S 1 J 0 U N 0: 0 In ww m z CONSTRUCTION NOTES ABBREVIATIONS LEGEND 1. RETAINING WALL BACKDRAIN, TIGHTLINE TO FF FINISHED FLOOR ELEVATION PROPERTY BOUNDARY SLOPE AT MIN 2% TO OUTLET. AREA DRAINS FP FINISHED PAD ELEVATION N89- 45'041N AND BACKDRAINS NOT TO BE TIED TOGETHER. FL FLOW LINE - - - - BUILDING SETBACKS ,. BACKDRAINS IE INVERT ELEVATION TO TIE TO ONSITE - - - - EASEMENT CONTAINMENT TRENCH. TW TOP OF WALL FS FINISHED SURFACE - EXISTING CONTOUR 2. TERRACED SITE RETAINING WALLS NOT TO FG FINISHED GRADE SURCHARGE LOWER WALLS. FOOTINGS MAY TG TOP OF GRATE 104 PROPOSED CONTOUR Q NEED TO BE DEEPENED IN THE FIELD PER CL CENTERLINE NOTE" ALL FRbNTAGE ON, / SOILS ENGINEER. MH MANHOLE /E- F FLOWLtNE &FLOW PRQPtRTY CED EDGE HOF AVEM NT ERO ', PhA TC TOP OF CURB DIRECTION TREATMENT WHERErTHERE IS NO T fro: �J�I 3. ELEVATIONS ARE FROM FIELD BC BOT OF CURB / CURB ANDrGUTTER ' 14o'Q MEASURE SHALL BE VERIFIED IN (E) WATER LINE / FIELD. ENGINEERING DESIGN GROUP SHALL BE ' NOTIFIED SHOULD ANY DISCREPANCIES BE W�w PRP WATER LATERAL W/ WATER METER gtoRETi�1T► ' Y° DISCOVERED. /� NEw Ceocar&16 TURN (E) SEWER LINE ONI 0OW(A At oRWfMA`/ NO PARKING., FIRE LANE /� _O - - . -- - .. --- .. - N � �,Is 1420 � ♦a °MIN 14• tNt,ET � - S � PRP. SEWER LATERAL W/ C.O. SIGN PER FARE MARSHALL 3 ITN 4Lw 4 PER T 19 "J FOR STORM WATER POLLUTION I w � �r CMU RETAINING WALL NCw ^M WA RI MONAEDEWIAND NOT PERMIT FROM 1 SDRSD C -5 & C -6 5' xO5 11 ✓ tM� wAU"a THE CITY i1 O _ UDCe wA+�- �F40ILI F5 +145 6 6" HIGH CURB ALL NEW IMPROVEMENTS t PRP. 6" PCC t I A6W's c'I - 145.5 '" WITH of" kept • o 0 BE LOCATED WITHIN EXT ND W pops, FLUSH CURB _ _ - t, 6" WIDE LANDSCAPE CURB PER pµ P pE ♦ FS=I43.5 SEE SECTION E PRP. �MU RETAINI 1 dotNtf _ _ _ _+ - `. SEPARATE BLDG PERMIT RIGHT OF WAY r TBto �y TG =145.3 lN� SHEET 3 ! R6 riTIeN,AIiGA _. '., WA L PER SDRS - r .1� fG =142 1 1,43.5 p►2Ut: w - SPOT ELEVATION �1, , 0 , � =, `C -I I lE: INLS PRwATti c-tot.ot � �T yy p Tw -142 a �; „. 24 Dw►u! /j "�' � " ' ,.' ' � _' , r O �1 i, 9 E N• ... (E) EDGE OF PAVEMENT O FS 140 I (y 1 FSztYlS NEW SIOR61C -NTwJ ALFA fft CROSS GUTTER Blra qq/ �'' ,. Q f ,. TEMPOf?ARY SHORING ... h, t t r / PER SDRSD G -13 a " BY OTHERS 20 UWDCUAIE wetr ; t3f}. N�4N o� . Grfy of EN61WREf TETAIL Not ® 6" AREA DRAINS To HoD pi W6+ R PEIWri O Fl 140.3 r e N7 B FG =. .156.6 DOCUMENT 83- 346707 FitoM TI IN %toRiT(ysdnoN 1 .i~p $V !` _ PR6e To BE A �1Tkp wiTH oGE1 CATCH BASIN - NOS BOX (SIZE r _ x 4' FL =139.0 . " F A AT T t �ANt PER P 91' FL 156• � ROX LOCATION + LAN) 1 e �'FL' =F • . CO MEN - N . 04 (E)PPRIVATE SEWERO Pvc p�pE Roolf4 Daou o „ (E) MANHOLE RIP R4P,' .. y, ,° 3 1;49.0`? •, > _ Tb ¢,o.w. INVERT HOLE 30.25 E-. •, �.:'d' T NC,. y. o� , LATERAL, LOCATION OF ptAdTIN1.S. 6 SDR 35 DRAIN PIPE 2% l 3 MIN, ° �' -141. s �` - ' MIN SLOPE FL -139 _ 14� f F �`�' SEWER.. LAT LS T ) SEE NOTE 3 ,1 O •°. , •.. ^ ,• 7 f 15 s BE-IDENTIFIED IN HE RIP RAP ENERGY DISSIPATOR 1,'al / ,, a •, 1. '+ '' AIiC. FSrr f _ o.� µe { \ / 0 R FI PRIOR TO JIf BtoRETeNt�oN `EN4�M6GLGo s " twyEa (SIZ PER PLAN) - / PLANjEl2 .. GARAGE BELOW FGr1 1 . CONSTRUCTION. 7 x 4 % ... ��. o SNM° k ►a N. 2v' 4Awoy uo.� Spl rtnc o 0 0 o E / O RIP RAP / 1q FP 143.5 EXTENTS OF F 160 - a s10 +utr TwA.+ S7. wslteNt - THE o 0 0 o AINMENT GRAVEL 1 j RFA r L 8� 7G -162.0 1 u"^J �RENCH CONT y/ 4 GARAGEBELO ly r• PRP NEW 1 '` ! 744:6 FL' 149.0 ` IE =160.5 t% SNau fAMTA11� ajo- io.'�. SA.�o 4o•'Mh 30- r FS =157.0 f o , HEAD(Nq� ADRS � o.' �'2..q 11.TIj - - - _ � f � " , ... UrfosT os HANY+o+y .wsCN Au0 so-ton o o COBBLE SWALE ** 11 / 12 0 ¢ a HP 156.8 / Sip FL 4:5 PROPOSED TW =159.5 f f E 12 x 12 I _ =157.0 O7 TvtSotc. cti.. RRES_ID_E_NC_� co a NDS BOX NOTEZ3 - / ... e ' E 2ND FF=PER ARCH FS =157.0 + N"� 'o TG= 166.5 A .+� �J `. // FS. 141. r,44 I ° 1ST FF= 154.23` cKusMEO Roct t RR sNau tiE PCC CONCRETE DRIVEWAY € l F 32 . ' (E) MANHOLE -y J . " „" 143.75 %, r S =# 7 FP= 143.75 / IE =162.5 �9 p"/ (EJ EDGE OF GRASS of IV goT Ai vt �iNtiO To 'iNGIEASL INVERT ELLVN 130.75 , PAVEMENT s "7 e IE 144:3 P, -1 2.17 G =1 0 TDOOR IR PLA �i TRENCH F f TW =1675 SWALE C w tataw-t�Mr M+o sTa•rE asw of SEL`,,NOTE 3 ' / :,.. * :... 1 . = 14.4.3.2 t t e e / �� CO = W/ RETAINING WALL 1 TM F T/ jj� h� R FG =162.5 THE eoifa. PROPOSED BLDG LIMITS r RESURFACING I 1 �l E OVE HP =158.0 �� fL 144 3 e FS 15 . � PROPOSED PERMANENT 4 I PROPOSED PRIVATE FL =140:3 OR ` p� '` ORCH cV OFFICE SHORING WALL BY ® PROPOSED BLDG RET WALLS * itl 1A'� TG =147 0 E E B F =154• 2 __ + �, FF =158.5 2 SHORING CONTRACTOR BY SEPARATE BLDG PERMIT SEWER LATERAL W/ pRP 0 SITE CONTAINMENT BASIN " i 0 \ iE -144.4 EF Ei 1 ^ - - W FP= 157.25 1 . I.CLEANOUT 14 PER D AIL THIS HEET LAN SCAPE� e # _ FS 144.75 _ , IE 1 �aZ 18 PERMANENT BMP (GRASS - $A 144.3 PLANTER' NI - TERRACE Q AREAS FOR STORM WATER , 1 IE =143.1 FS=144:83 AREA �o' •7 FF =158.3 C SWALES & PLANTER AR ) - - o z a FG =162.5 POLLU ION,.,CONTROL TO BE 11 NOTE 1 'E =162. TG =162. PRIUA ELY MAINTAINED aND NOT " _ A, FAS* BE M DIETED WITHOUT A PERMIT TW =149.5 I HP= 152.17 SE T I a' f° ° I =1 IE -161' TG- 162.3 °7YP �\' NL7N PERMANENT SHORING WALL BY OTHERS I FROM I THE CITY f FS =144.5 N tt FL =149.7 / BELOW i IE= 16.1:5 TO / I Lr. E FF =145.0 TG =153.9 2 _. 4 0, NP r-BW =143.5 I FP- 143.75 ^' NN HP =167.6 TG =1 I - rl IE =152.2 ® SLOPE STABILIZATION (SEE SHT 4) RIGHT F WAY APN: 260 =28345 EXTENT OF GARAGE II F& =167.5 i4 1 . ' IE =1 I TG =154. C �A -& B4SEMENT" BELOW f _ __ cr _ 4 5. - ` NO PARKING FIRE LANE _ f 7j�:►5b.5 = GARAGE & ' a _ 9 C' Y.S. ** LANDSCAPE AREAS FOR STORM WATER POLLUTION I 5 _ 29 FL 167.0 IE 141. SIGN PE F5 % PLANTER' 5 IE =1 .0 + A s T�= _8 _ 6" SDR 35 DRAIN ` CONTROL TO BE PRIVATELY MAINTAINED AND NOT TO _ - - BE MODIFIED WITHOUT A PERMIT FROM THE CITY _ I REQUIREM�ENREI9ARSHALC � �� - 4 FFS 144.83 BELOW- TG -153,3 LIGHT WELL ARA' " FF- 15,4.2 = 154.23 ___ 1 _ �• _ PIPE ®21 % : Y O F 1 r IE- 4 TG =153.0 FP- 143.75 IE 1,50.6 FF -146:5 G =145:4 I IE 151.7 2 PRP. CMU RETAINING I PRP. CMU 4 IE= 145.15, TG_ 153.15 TG =153.3 PLANTER TG= 153.8 ` 1r �, WALL PER SDRSD C -6 CONSTRUCTION LEGEND RETAINING W IE 145.4 IE 145.6 AREA s :r# E 145 9 _ - 1= 5 .3 IE =152. 1 N o z PER SDRSD` C -5 °" n n d SEE MAIN ENANCE AGREEMENT _ ' DATED B�dlo? FOR PUBLIC C 1 `D - G A_- VE2 SWA , PER DET SHT 3 -' w ' - * " 'rJ✓•Ii7.S ` 1 O R SSPA LE 2/ .� co I s IE =144.8 - =y= W ._. r 1€= 151.6y PR PERTY DOLT P A S 1 Z -Z A * * * 16 , y` * C I,I . Wi TW_ 155.5- - - «_ _ N . O2 OBBLE SWALE, PER DET 3/ SHT 3 .rot - - - FL =166. I�W= 114.8 _ - -_ `'` t E. O RIP RAP DISSIPATOR, PER SDRSD D -40 C PRP. 6 PCC -� 2615 E - " - �- wArt PER soaso c -i MODIFIED; SIZE PER PLAN ' '• f � " _ f � ` ' 6" AREA DRAINS m „. 1 - / / . .. I3C =152.5 -16 6 =1_675 FLUSH CURB 0 _ O 6" SDR -35 DRAIN PIPE 2% MIN SLOPE I� = TG 153.9 TW =165. =166.3 ` TG =153.1 TG =153,2 TG =153.3 TG =153.5 TG= 153.7, _ BW =165 3 TG -148.8 TG 153.8 IE =151.5 FG =159.5 } IE 151.25 © CROSS GUTTER PER SDRSD G -13 " IE -147.3 IE= 150.25 IE =150.4 IE= 150.55 IE= 150.75 IE =151.0 t ; BW =158.0 GRASS SWALE; LANDSCAPE AREAS � PROP1 WATER LATERAL 4 „ ; f s <- ' 1 _ = STORM WATER POLLUTION TW -156.5 6" WIDE _ LANDSCAPE CURB W -162.0 TW -164.5 FOR ELY O7 EQUIV, SIZE PER PLAN (8 "X8" W/ 3/4 -1 COMBINATION FS -153:6 24" x "24" 0 NDS BOX OR DOMESTIC AND FIRE SERVICE PER SEPARATE BLDG PERMIT R WATER METER PAVEMENT - =15 •5 f', I y f F f" NO q BO TA L E PRIVAT OR 12 X 12 ) Q15�PRP. CMU RETAINING -154.3 ED WITHOUT AT PE BE x - / TG =165.9 r PER SAN , DIEGUITO WATER WALL PER SDRSD C -5 . , , X HDIFI RMIT FROM GRADING NOTE: ®NDS BOX OR EQUIV., SIZE PER PLAN (24 "X24 ") DISTRICT - CITY THE SUB IE -1 NT - 58 5 APPLICAN 'S PROPERTY. EI ANY DISTURBANCE ETOT I ADJACENT 1 N O GRAVELI RENCH DETE1/ SHTIt3ME R PROPOS PE MANENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED i 5" PV SHOR 1 BY 18 W : Ii ;.s 10 (3) C DRAIN PIPES (E) FIRE HYDRANT TO REMAIN. ,. T; T S , i " . SHORT IITRACTOR. ps : �LZ.o " WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A 1 OFFSITE GRADING IS NOT TO OCC R BOT NG WALLS , , I WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY 11 6 PCC FLUSH CURB WITHOUT WRITTEN PERMISSION FR �.;ssW, �F OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO O SAN DIEGUITO WATER DISTRICT PEt}' HO NG. DWGS v oan►x. sw I START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT i ! 12 HEADWALL PER SDRSD 030, TYPE A I PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A 11' WATER LATERAL WITH DUAL WATER METER I STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE 3/4" DOM STIC & 1 " FOR FIR DEPT c� - - ' I (SD W -112 & (SDWD) P -2A, (WAS) WS-01 1 0 s REQUIRED PERMISSION IS OBTAINED, r� 14 SEWER LATERAL WITH SEWER CLEANOUT ' CMU RETAINING WALLS PER SDRSD C -5 00 dW FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL 15 8' -0" MAX HT; C -6 5' -4" MAX HT RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO 16 PLANTER WALLS, 3' MAX HT, c°o i GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND NO PERMIT REQUIRED GRADING PL/`1N DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC 5" THICK PCC DRIVEWAY OVER 6" CLASS II w STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS BASE COMPACTED TO MIN. 95% R.C. z DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL 18 PERMANENT SHORING WALL BY OTHERS a 10 0 10 20 30 NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY 19 NO PARKING SIGNS PER FIRE MARSHALL REQUIREMENT a SCALE 1" = 10 FT Q 20 TEMPO�HORING WALL BY OTHE S ®, e A O 9ORS""TroN F:aw- NatT*E konpE fot1 OET• t SItT. S z REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE s- Bultts IN RIST Y ERIN RIST STEVE NORRIS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w I New sn-6 Ref. WALL CITY CONTROL PT 1047 PER ROS18416 PER PLANS _PARED UNDER SUPERVISION HR RECOMMENDED APPROVED GRADING PLAN FOR: o ZDUITIONS N W P 10' NEW NAVD 88 VERTICAL NOTED L` /� FULLER RESIDENCE Z rx PeA Iz I u / 424 BRIGHTON AVENUE 021 5 -G w PE n q 12 -07 - 1-23-ol BY: BY: w O �S GNs1,vGE HORIZONTA / STEVGN Nok►Yi RcE4�61� U'P �2 /2oIT S EN _NORRIS EXP. DATE: DATE: WORK PROJECT NO. CARDIFF, CA 92007 oBaRHk 11oMAttA ?on. ELEV. 231.69' DATUM: NAVD 88 NOTED RCE: 47672 DATE: � /Z /n7 DATE: APN: 260 - 283 -05 SHEET 2 OF 11 W EDG PROJECT No.: 053696 /6 - -- DATE: 7 -5 -07 AIII a �5 `w1 ' 1) PI,A(t 3 AMMLS 44t. SW06 YAW Of "- 14EAtNL. (�( PERFORATED PORTION W) LOM41TUPWAL. SL•/a (% MIN. ' WITHIN TRENCH R �_o• sDRSO c -1 PCC DRNEWAY ELEV. 4 LEVC� t•A4cRlc� IW.S � wt u,.,,. , FS= 149.93 TW =150.5 2" of TBptol� c� 4 E FG= 149.53 cc 103.5 ' M6w ►Arlo scAS FG =1 / cs EDGE OF I FG =147 5 GUILD PaR DRIiL $R�Q 1ca•s „� W (3) 1.5" PVC OUTLET TO (E) PAVEMEN �'•1 ANCORR w " `fr' FG =1 .5 r'�s I cs CATCH BASIN PER PLAN FG= 145.04 tz \ I I COMPACTED BASE E FS= 144.96 `: I / \ (� PRP. CMU RETAINING w FG =1 .5 / C ! I " ,r WALL PER SDRSD C -5 GARAGE &BASEMENT +t yc =158.5 cl ° I s NEW AR4rfrPAbFiL MAX. HEIGHT 2% 2% FF =145.0 1/ ��N ��` I N PRP. CMU RETAINING Fs+ I TEMPoaAr M I I TO MIN. 95% R.C. I '� WALL PER SDRSD C -6 rsYS g� T r FS =144.5 FS -144.5 i�a - I I FILTER FABRIC TO ENVELOPE s 5' -4' MAX. HEIGHT I 6 DIA. INLET FROM AREA DRAIN I I FL =144.2 I SYSTEM NDS 80X, PER PLAN. I 1 GRAVEL TRENCH, MIN 6" LAP r' pG7A lb N Q TG =158.0 3 TG= 144.3 PROPOSED AREA - 54.3 FL =156.1 / AJ NEW 6" PCC DRAIN SYSTEM PER �4" DENSG,DROvSNT 7bLERAMT � �w WALL /BR 0611101- ELEV. 100.5 � AJ r FLUSH CURB FL= 143.5 SHEET 2 G tovNO gv�►Et/ gRAC1 6" SDR -35 9EUfw f svACNASea \a RAWvsr Isr- CONDITION. iz �`/ WIWIN4 DER. SDASC 6.1 I 6" PERFORATED PIPE 6�ASS LINED rSWA AeavIAENt�(T5. c7.s r SECTION A -A SECTION B -B _ Ms txe•r, saw It SCALE 1 - 5 FT SCAL 1 = 5 FT New wA1L veA 00nv - p5•S SUB RI VEWAY ONSI TE cis CO TAI NMENT DETAIL 1 5 R NEr+CANOSCAPs tz 1S I ` NO TO SCALE t W I LO - I y 51.5 TEM9• TW= 167.12 FS =167.1 R $.1 I 6AUlwr � I RETAINING WALL (WEIR WALL) 1 BEYOND PER PLAN TIN= 150.0 ,r, F1S2:44 Sf - SEcTroN 6 -6 3 FL= 147.65 TW =148.0 n FL =161.4 ScAU I" • S ' I * PERMANENT BMP - NOT TO BE ALTERED I PRP. PERMANENT SHORING TMr_ 149.0 BLDG RETAINING WALL WALL BY SHORING CONTRACTOR WITHOUT WRITTEN PERMISSION BY THE CITY OF BLDG ENVELOPE PER SEPARATE BLDG I PRP. CMU RETAINING ENCINITAS PERMIT WALL PER SDRSD C -5 1 TW =158.5 OFFICE 5' -4" MAX HT I NS•o 1 ' 4'-0' a FF =158.5 = I I GRASS VEGETATION, LONGITUDINAL PROPOSED AREA I 65s / SLOPE 2% z FS= 154.2 DRAIN SYSTEM PER bf - s0t<so c -r IAAx Me<1iN( BLDG FTC DEEPENED SHEET 2 COBBLE SWALE s' -v ", OM(QN RerwAr W PER SOILS ENGINEER PER PLAN GRASS SWALE FL =146.0 �� \ w BEYOND PER PLAN PRP. CMU RETAINING ° WALL PER S -6 4> MAX HEIGHT 5 c WALL BYRSHORINGSCONTRACTOR NOW wAU- w/ 5VA611AAAe ASR Tr TURF GRASS Z (SEED OR SOD) DEMIL T105 3 PA60 t6roW. I 2" CLASS ll BASE P W _ sss sic 3 u sv s .o SECTION C -C SECTION E -E GRASSCRETE SWALE * i o SCALE 1"= 5 FT SCALE 1" = 5 FT SEanonl r -F NOT To SCALE L Ln m ADULMT PT6 IL z TW=163.68 LOAD ° FG= 162.79 No. Y BARt covL Z I Ill =111 �I11 3 "0 -1.5 "0 EXPOSED 8 MAS•AM1j' w/ ROCK OVER TW =156.9 I Ns. y's 6 i" oa. " GEOTEXTILE LINING ° I veAT. 3 -2 4' -0" FG =156.0 FS= 154.06 - - FG =155.9 v I BLDG ENVELOPE I a 12. monoltY W/ z TW= 154.23 - - -- us Ato. 5's ®8" o.c. VsAr. " D 771,6 _I .. � ANCHOR = z PRP. RESIDENCE I FF= 154.23 z I LIGHTINELL PER 1 Z - t" 10.2C) \\/ 0.2C BLDG PLANS (ON6.0Ats 6) t2 e.c. tea- I I_I I I' \* I HOUSE SLAB I i I ,60 l� 601A PROPOSED AREA DRAIN SYSTEM PER IE= 151.13 FG= 146.45 BLDG RET WALL • • • • • r o" NOTES LONG. SLOPE 1% MIN. OR AS z SHEET 2 PER SEPARATE 1) PLACE 3 ANCHORS PER SQUARE YARD OF SPECIFIED ON PLAN GARAGE O BASEMENT BLDG PERMIT GARAGE I GEOTEXTILE MATERIAL a 07 /617 BLDG RET WALL FF =145,0 No. r VlAT ssu•r Cj ° PER SEPARATE I I tNro rre. ; nrnl. 2) INSTALL GEOTEX WOVEN MONOFILAMENT � 110'OA& ovsAC V. GEOTEXTILE (NO. 117 FT: OR EQUAL) rl BLDG PERMIT I NO. f &AAC n" a •. I 3 07 /6/718 I IE =145.9 PERMANENT SHORING W/ PERMANENT ROCK LINED SWALE FACING BY OTHERS TEMPORARY SHORING BY OTHERS NOT TO SCALE w z 0 SECTION D -D SCALE I"= 5 FT T- 1 I a RETAINING WALL V/ SvALNAR6E Cowl>lrieN 0 0 z REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE - 6b1f,T ERIN BY DRAWN BY: CHECKED BY: PROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. u) ERIN RIST ERIN RIST STEVE NORRIS ADD KeNNIN4 WAu.s -:;�zf- CITY CONTROL PT 1047 PER ROS18416 PER NAVD 88 VERTICAL NOTED GRADING PLAN FOR: LANS REPARED UNDER SUPERVISION OF RECOMMENDED APPROVED FULLER RESIDENCE Z oiw Hef 00s4 t= j - 424 BRIGHTON AVENUE 0215 -G W 12 -07 1 °�� - ®i BY: BY: w q►teawv t7�+1 1 Az ;*vv y 2 NOTED steveN NoRSU ace vi��z tx? lz1ZO11 STEVEN NORRIS EXP. DATE: DATE: WORK PROJECT NO. CARDIFF, CA 92007 z 5.110• S HORIZONTAL 5 r ELEV. 231.69' DATUM: NAVD 88 RCE: 47672 DATE: g''2� DATE: d APN: 260- 283 -05 SHEET 3 OF 11 w EDG PROJECT No.: 053696 _ _ DATE: 7 -5 -07 3 J C O z 5 c J J rl 1. SET POSTS AND EXCAVATE A 4 x 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC AND EXTEND IT INTO THE TRENCH I II I III F6 �4 x 4 TRENCH (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE NOT TO SCALE = 1LI= JLI =ILI I' -III —III= 111-11' —1 I— III —I — — — — �I I1=1 I I — —iii —III —I -1 11 -1 1 -1 11 =1 I I=I P =i 1 _F i �_, �_� l_ SECTION '• =•iii _� _ :_.iii will PLAN GRAVEL BAG DETAIL 0 NOT TO SCALE REFERENCE: CASQA* TC -1 * CALIFORNIA STORMWATER QUALITY ASSOCIATION - CALIFORNIA STORMWATER BMP HANDBOOK; CONSTRUCTION GROUND NOTES 1. 3/4" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. RUMBLE RACKS - CORRUGATED STEEL Z PANELS 1-1112" CRUSHED ROCK PROFILE PER PLAN RUMBLE RACKS CORRUGATED STEEL PANELS 9LIC RIGHT - -OF -WAY 1 F t N O M r I n M ro PLAN PROVIDE APPROPRIATE °m EROSION CONTROL PLAN TRANSITION BTWN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC z RIGHT OF WAY o 10 0 10 20 30 �._. STABILIZED SCALE 1 w _10 FT CONSTR. ENTRANCE _ NOT TO SCALE 0 Fa Z DESIGNED Y: Y: CH Y: U) REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE - ��,ts IN RISr I ERIN H151 1 STEVE NORRIS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W CITY CONTROL PT 1047 PER ROS18416 PER NS EPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN NAVD 88 NOTED FULLER RESIDENCE Z VERTICAL 12 -07 BY: EY: �y 424 BRIGHTON AVENUE 0215 - G W HORIZONTAI NOTED sT2 ,J 00*4,RaE'tao't2 exP �LI2o�} ST AL- NORRiS EXP. DATE: DATE: WORK PROJECT N0. CARDIFF, CA 92007 ELEV. 231.69' DATUM: NAVID 88 _,- -- RCE: 47672 DATE: d DATE: APN: 260 - 283 -05 iSHEET40F 11 w EDG PROJECT No.: 053696 DATF: 7 -5 -07 �l 'J C Q ALL NEB` I R ZC Ise LATE. �jk) '�RIGHT OF §NA( 26) NO r,✓f � r �I� l E f w %�f r (E) ZERO} �A� Is NO L4' tip` f rt IE =14`3. FS1.. G__ 1 PER ti Jd FROM DATED PLAN VIEW - OVERALL SCALE: 1"= 10' t t� Underground Service Alert of Southern California Call: TOLL FREE 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG RE— NOTIFY EVERY TWO WEEKS TICKET # DATE CALLED: CAUTION!!! ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS. DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. THINK SAFETY: 1. SAFETY MEETING AT LEAST ONCE A WEEK. 2. IN CASE OF ACCIDENT, CALL GENERAL CONTRACTOR'S OFFICE IMMEDIATELY. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH /EXCAVATION PERMIT NO.------ ______ C81i1111iifitiliff o►le11e•Iojf:Z#Im "I 20113 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'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 PLAN CHECK OR REVIEW PERFORMED 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 IS 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 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 PERFORMEND BY THE ENGINEER. RICARDO JORDAN EARTH SUPPORT SYSTEMS 2240 FARADAY AVENUE CARLSBAD, CA 92008 (760) 929 -2851 BY. j 68436 RICARDO J RC.E No. DATE: 01- D1 C O EXP. DATE: 9 -30 -07 �AATHSUPPDATSYSTRIS, fic, ?40 FARADA YA VENUE IRLSBAD, CA 92008 (760) 9292851 (760) 929-2852 RICA DO DAN R.C.E. 68436 EXP. 9 -30 -07 DATE No 68436 P, 9 30 z Ar it ES1 9NB2�1 DRAWN BY: CHECKED B REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE IR.J. J.M. Y` APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT' DRAWING NO. t PER CITY COMMENTS 02/02/07 X PLANS VR D UNDER SUPERVISION OF RECOMMENDED APPROVED SHORING PLAN FOR: �. 2 PER GEOTECH COMMENTS 03/21/07 NOTED I� RESIDENCE VERTICAL INCLUD MSL DATA 07/06/07 424 BRIGHTON AVENUE PON 9 -30 -07 b BY: BY: NOTED CARDIFF, CA 92007 HORIZONTAL RICARDO DAN EXP. DATE: DATE: • ELEV. X DATUM: RCE: 689,T6 DATE: g DATE: SHEET OF 1 I 150.00' SURVEY MONITORING POINT AT THE TOP OF SOLDIER BEAM (TYP.) T.O.W.= 151.50' TOP OF SLOPE B.O.W.= 144.50' f TEMP. 2:1 SLOPE IN FRONT OF WALL L._ NOTE: FOR DIMENSIONS "D" & "H ", SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7 toe 3" x 12" DF #2 TIMBER LAGGING (TYPICAL, U.N.O.) T.O.W.= 155.50' T.O.W.= 153.50' --, EWA —Iti1— BOTTOM OF FOOTING FINISH FLOOR 7 SPACES @ 8' -0" O.0 = 56' -0" FINISH SURFACE IN FRONT OF WALL (BOTTOM OF PERMANENT WALL) T.O.W. - 457.56— O.W.= 156 50'-- W:�58 -56' _4 _/ 1 / 1 B_0_W_= 143.50_ 7 Dtoe SOLDIER BEAM, TYPICAL SEE SCHEDULE FOR SIZE BOTTOM OF LAGGING ELEVATION VIEW - LOOKING WEST SCALE: 1" = 4' — EXISTING GRADE T.O.W.= 160.50' B.O.W.= 159.50' LH HATCHED AREA INDICATES 4" x 12" DF #2 TIMBER LAGGING (UPPER 6 FEET ONLY FOR SOLDIER BEAMS #2 -3), UPPER 8 FEET ONLY FOR SOLDIER BEAMS #3 -8) LEGEND: LE 3" x 12" DF #2 TIMBER LAGGING 4" x 12" DF #2 TIMBER LAGGING PLAN VIEW - WEST WALL SCALE: 1" = 4' IATHSUr0100FTSYSTEMS INC. ?40 FARADA YA VENUE RLSBAD, CA 92008 (760) 929 -2851 (760) 929 -2852 09.06 • D R.C.E. 68436 EXP. 9 -30 -07 DATE No. 68436 OF D e ES2 REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE ' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. R.J. M PER CITY COMMENTS 02/02/07 X ELEV. X DATUM: NOTED VERTICAL NOTED HORIZONTAL PLANS URED UNDER SUPERVISION OF 9-30-07 07-04-07 RICARDO AN EXP. DATE: DATE: RCE: 4 RECOMMENDED APP OVED BY: 111A r,� DATE: 2S DATE: 3 SHORING PLAN FOR: FULLER RESIDENCE 424 BRIGHTON AVENUE CARDIFF, CA 92007 ,7 2 PER GEOTECH COMMENTS 03/21/07 3 IN LUDE SL DATA 07/06/07 /GJz' g• ` SHEET 6 OF 11 NOTE: FOR DIMENSIONS "D" & "H ", SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7 toe 5 SPACES ® 8' -0" O.0 = 40' -0" TEMPORARY 3" x 12" DF #2 TIMBER LAGGING, TYPICAL, U.N.O. (BEHIND SHOTCRETE) !, u FINISH SURFACE IN FRONT OF WALL (BOTTOM OF PERMANENT WALL) \ EXISTING GRADE SURVEY MONITORING _--- --POIN-T- AT- -THE SOP -OF- SOLDIER BEAM (TYP.) T.O.W. =167.5 ' --Q a T.O.W.= 166.50' — T.O.W.= 165.50' N — _ — -..., - a.___: ---- __ -- a . T.O.W.= 161.50 BOTTOM OF SHOTCRETE= BOTTOM OF PERMANENT WALL 7clnoc r �AV TOP O BOTTOM OF FOOTING FINISH FLOOR - toe ELEVATION VIEW - LOOKING NORTH SCALE: 1" = 4' 1 TO FACE " 5 OF SOL ER BEAMS i � 10) - -,= 7-t- -- B.O.W.= 161.50' _ i - B.O.W.= 157.50' 14 T.O.W.= 168.50' B.O.W.= 167.50' 2-`\ SOLDIER BEAM, TYPICAL SEE SCHEDULE FOR SIZE `- BOTTOM OF TEMPORARY LAGGING TEMP. 2:1 SLOPE IN FRONT OF WALL �. Cr) � Ch- cn SURV ONITORING -P9I T (TAE .. C C-. i a- ch- - \ I Q0 CL CY_ ch, -:E CL a CN 1 TO FACE " 5 OF SOL ER BEAMS i � 10) - -,= 7-t- -- B.O.W.= 161.50' _ i - B.O.W.= 157.50' 14 T.O.W.= 168.50' B.O.W.= 167.50' 2-`\ SOLDIER BEAM, TYPICAL SEE SCHEDULE FOR SIZE `- BOTTOM OF TEMPORARY LAGGING TEMP. 2:1 SLOPE IN FRONT OF WALL 11 %ErOEA PRORYY/P RMA NT SHORIN 9�RTY INE _N REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE R CITY COMMENTS 02/02 07 X R GEOTECH COMMENTS 03/21/07 VERTICAL NOTED lUDE SL DATA 07 06 07 / Cc 1C 5•11v- l 06-1lo HORIZONTAL NOTED ELEV. X _ DATUM: _ 20JECT No.: 06 -173 RCE: t � 1: gSLOP� 14- ED UNDER SUPERVISION OF _ 9 -30 -07 0 ?• 04• EXP. DATE: DATE: Q Oki Iiaa I Diell l APPROVALS CITY OF ENCINITAS RECOMMENDED APPROVED SHORING PLAN FOR. BY: BY: kL OY /I DATE: Z 0 DATE: 43 O _ 54VTfi'SUPPDTSYSTEMSWC. ?40 FARADA YA VENUE RLSBAD, CA 92008 (760) 929 -2851 (760) 929 -2852 6p.06.0-7 EXP. 9 -30 -07 DATE ENGINEERING DEPARTMENT FULLER RESIDENCE 424 BRIGHTON AVENUE CARDIFF, CA 92007 c z F c I; f67l>! ES3 'AWING NO. %5-d :Er 7 of 11 �. Cr) � Ch- SURV ONITORING -P9I T (TAE .. C C-. i Ld - \ I Q0 CL CY_ i I I 4 CL 11 %ErOEA PRORYY/P RMA NT SHORIN 9�RTY INE _N REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE R CITY COMMENTS 02/02 07 X R GEOTECH COMMENTS 03/21/07 VERTICAL NOTED lUDE SL DATA 07 06 07 / Cc 1C 5•11v- l 06-1lo HORIZONTAL NOTED ELEV. X _ DATUM: _ 20JECT No.: 06 -173 RCE: t � 1: gSLOP� 14- ED UNDER SUPERVISION OF _ 9 -30 -07 0 ?• 04• EXP. DATE: DATE: Q Oki Iiaa I Diell l APPROVALS CITY OF ENCINITAS RECOMMENDED APPROVED SHORING PLAN FOR. BY: BY: kL OY /I DATE: Z 0 DATE: 43 O _ 54VTfi'SUPPDTSYSTEMSWC. ?40 FARADA YA VENUE RLSBAD, CA 92008 (760) 929 -2851 (760) 929 -2852 6p.06.0-7 EXP. 9 -30 -07 DATE ENGINEERING DEPARTMENT FULLER RESIDENCE 424 BRIGHTON AVENUE CARDIFF, CA 92007 c z F c I; f67l>! ES3 'AWING NO. %5-d :Er 7 of 11 H 2" SAFETY CABLE RAILING (TYPICAL AROUND ENTIRE SHORING PROJECT) ll'EQ. " (BY OTHERS) 42 EQ. BOTTOM OF EXCAVATION EXISTING GRADE TIMBER LAGGING, SEE ELEVATION 1.,.—1 SACK SLURRY (ABOVE TOE) »p» SOLDIER BEAM toe (SEE SCHEDULE FOR SIZE) 2,500 PSI (MIN.) STRUCTURAL CONCRETE TOE DRILLED SHAFT (SEE SCHEDULE FOR SIZE) NOTES: 1. NEW STRUCTURE WALL NOT SHOWN FOR CLARITY 2. FOR DIMENSIONS "Dtoe& "H" SEE SCHEDULE ON SHEET ES7 TEMPORARY SOLDIER BEAM SECTION (CANTILEVER SOLDIER BEAMS #1 -8) N.T.S. Y4 V 6 SOLDIER Y2" x 3" FLAT BEAM BAR STRAPPING NOTE: 1. STRAPPING SHALL BE PROVIDED IN THE EVENT OF SOLDIER BEAM TWISTING DURING TIEBACK STRESSING. STRAPPING DETAIL (AS REQUIRED) (TYP., "b" DOUBLER E (ONE EACH FL/ 1 VIEW A —A NOTES: R PROPERTY LINE �I 2' -5" — 1' -51/2" FINISH SURFACE IN FRONT OF WALL (PERMANENT CONDITION, VARIES, SEE ELEVATIONS) — "H " »S„ "a" STIF PLATE 2 REQ. TIMBER LAGGING SEE ELEVATION * NOTE: UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS —BUILT BEFORE SHORING CONSTRUCTION BEGINS. — 14' -11" 9' -8" — i EXISTING RESIDENCE W /DECK (TO BE FIELD VERIFIED, DEPTH UNKNOWN) EXISTING --- - - - - -- -GRADE 35' EXISTING RETAINING WALL (FIELD VERIFY) TIEBACK TO BE DISENGAGED AFTER BACKFILL IN FRONT OF WALL REACHES "FINISH SURFACE \\ [IN FRONT OF WALL" BOTTOM OF WALL (TEMPORARY CONDITION) j, »p„ toe \ L= 44' (VARIES, SEE SCHEDULE ON SHEET ES7) Li NOTE: FOR DIMENSIONS "A" "D{oe "H" & "S" SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7 2 SECTION ALONG PRIVATE PROPERTY S5 N.T.S. B of ANCHOR OF SOLDIER BEAM I— HEAD "b" DOUBLER BAR lomii 21/4" (ONE EACH FLANGE) i TIMBER LAGGING SEE ELEVATION PLAN VIEW A -� A B 1/2" x 3" FLAT BAR STRAPPING (SEE STRAPPING DETAIL ABOVE) B —s" SOLDIER BEAM, TYPICAL (SEE SCHEDULE FOR SIZE) 3 -SIDES -6 NOTCH FLANGE 3" AT FRONT ANCHOR HEAD ASSEMBLY — PIPE SCHEDULE 160 SAFETY CABLE RAILING (TYPICAL AROUND ENTIRE SHORING PROJECT) (BY OTHERS) EQ. I 42" EXISTING EQ. j GRADE `` TIMBER LAGGING, SEE ELEVATION „A„ 4 1 SACK SLURRY (ABOVE TOE) ES5 T.B. ANGLE (SEE SCHEDULE) BACKFILL ABOVE PLUG WITH 1 SACK SLURRY UNBONDED CENTRALIZER ® 8' O.C. „H„ LENGTH ( TYP. ) ;TIEBACK _ TO BE BONDED DISENGAGED I LENGTH L- -- ------ - ----J i 7 12 "0 CEMENT GROUTED TIEBACK i ANCHOR PLUG FAILURE PLANE BOTTOM OF EXCAVATION ['Illy to EPDXY COATED SOLDIER BEAM toe (SEE SCHEDULE FOR SIZE) 1 SACK SLURRY TOE SHAFT DIAMETER (SEE SCHEDULE FOR SIZE) NOTES: 1. SHOTCRETE WALL NOT SHOWN FOR CLARITY. 2. LAGGING NOT SHOWN AT TIEBACK FOR CLARITY. 3. FOR DIMENSIONS "A" "Do' to toe H" & "S", SEE SOLDIER BEAM & TIEBACK SCHEDULE ON SHEET ES7 SOLDIER BEAM SECTION (ONE TIEBACK, FOR TEMPORARY CONDITION) N.T.S. »„ c TIEBACK TIEBACK POCKET SCHEDULE SB FLANGE STIFFENER DOUBLER WELD WIDTH BARS BARS SIZE bf a b c IN - - IN bf<7" 1/2x3 1/2x3 V6 7 "<bf<9" 3/4x4 Y4x4 N 9 "< bf <11" '4 x 5 1/4 x5 7/16 11"< bf 3/4x6 Y4 x6 1/2 �AAT11b101POr9TSYSTf1k INC. ?40 FARADA YA VENUE IRLS,6AD, CA 92008 (760) 929 -2851 (760) 929 -2852 1. TIEBACKS SHALL BE INSTALLED IN ACCORDANCE WITH THE TIEBACK INSTALLATION PROCEDURE SHOWN IN THE SHORING NOTES. To-vy`c� 2. TIEBACKS SHALL BE INSTALLED ON LEFT SIDE OF ODD NUMBERED SOLDIER BEAMS AND ON THE RIGHT SIDE OF EVEN NUMBERED SOLDIER BEAMS. w No. 68436 3. SPECIAL INSPECTION IS REQUIRED ON ALL FIELD WELDING. * Exp. 9 30 07 4. SOLDIER BEAMS /TIEBACK POCKETS TO BE EPDXY COATED AFTER FABRICATION. a �• O - �� q CIVi\. 5. TOUCH UP EPDXY AS REQUIRED AFTER ANY FIELD WELDING OR DISENGAGEMENT OF TIEBACKS. TIEBACK ANCHOR POCKET DETAIL TYPICAL RICARDO JORD R.C.E. 68436 EXP. 9 -30 -07 DATE �OFcavF °`� 4 ES5 N.T.s. ES5 REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE R.J. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 72E PER CITY COMMENTS 02/02/07 X PLANS EP ED UNDER SUPERVISION OF RECOMMENDED APPROVED SHORING PLAN FOR: FULLER RESIDENCE 2 PER GEOTECH COMMENTS 03/21/07 VERTICAL 3 INC UDED MSL DATA 07/06/07 9 -30 -07 01' 0f•q '2�•�� 61/. BY 424 BRIGHTON AVENUE NOTED CARDIFF, CA 92007 HORIZONTAI RICARDO JOWAN EXP. DATE: DATE- ELEV. X DATUM: RCE: 68 3V DATE: g Z DATE: SHEET 9 OF 11 CCCI DDA ICllT Al... AR_174 AATC. Ate.. AC. A7 4 5/16 V 12 1 "x 8"x 8" PLATE SOLDIER BEAM % _ ;- ANCHOR HEAD MAY BE CUT c (SEE SCHEDULE E FLUSH W /FACE OF BEAM AFTER FOR SIZE) DISENGAGEMENT PROCEDURE HAS BEEN COMPLETED VIEW B —B 1 "x8 "x8" o PLATE 12" DISENGAGEMENT PROCEDURE - HIGH STRENGTH THREADED ROD 3t3I 1. TEMPORARY TIEBACKS TO BE DISENGAGED ONCE BACKFILL IN FRONT OF SHORING HAS REACHED FINISH GRADE /BOTTOM OF PERMANENT WALL ELEVATION. 2. PULL TIEBACK ROD USING HYDRAULIC RAM ASSEMBLY AND LOOSEN NUT TO RELEASE TENSION (DISENGAGE) ON TIEBACK ANCHORS. ELEVATION VIEW B 3. REMOVE ANCHOR HEAD ASSEMBLY AND CUT -OFF THE PORTION OF THE ROD PROJECTING BEYOND THE CLIP ANGLE FOR THOSE 11EBACKS TO REMAIN. 4. BUILDING WALL BLOCKOUT REQUIRED FOR DISENGAGEMENT OF TIEBACKS UPON COMPLETION OF PERMANENT STRUCTURE. �AAT11b101POr9TSYSTf1k INC. ?40 FARADA YA VENUE IRLS,6AD, CA 92008 (760) 929 -2851 (760) 929 -2852 1. TIEBACKS SHALL BE INSTALLED IN ACCORDANCE WITH THE TIEBACK INSTALLATION PROCEDURE SHOWN IN THE SHORING NOTES. To-vy`c� 2. TIEBACKS SHALL BE INSTALLED ON LEFT SIDE OF ODD NUMBERED SOLDIER BEAMS AND ON THE RIGHT SIDE OF EVEN NUMBERED SOLDIER BEAMS. w No. 68436 3. SPECIAL INSPECTION IS REQUIRED ON ALL FIELD WELDING. * Exp. 9 30 07 4. SOLDIER BEAMS /TIEBACK POCKETS TO BE EPDXY COATED AFTER FABRICATION. a �• O - �� q CIVi\. 5. TOUCH UP EPDXY AS REQUIRED AFTER ANY FIELD WELDING OR DISENGAGEMENT OF TIEBACKS. TIEBACK ANCHOR POCKET DETAIL TYPICAL RICARDO JORD R.C.E. 68436 EXP. 9 -30 -07 DATE �OFcavF °`� 4 ES5 N.T.s. ES5 REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE R.J. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 72E PER CITY COMMENTS 02/02/07 X PLANS EP ED UNDER SUPERVISION OF RECOMMENDED APPROVED SHORING PLAN FOR: FULLER RESIDENCE 2 PER GEOTECH COMMENTS 03/21/07 VERTICAL 3 INC UDED MSL DATA 07/06/07 9 -30 -07 01' 0f•q '2�•�� 61/. BY 424 BRIGHTON AVENUE NOTED CARDIFF, CA 92007 HORIZONTAI RICARDO JOWAN EXP. DATE: DATE- ELEV. X DATUM: RCE: 68 3V DATE: g Z DATE: SHEET 9 OF 11 CCCI DDA ICllT Al... AR_174 AATC. Ate.. AC. A7 4 SOLDIER BEAM - (SEE SCHEDULE FOR SIZE) 11/2 (MIN.) BEARING r y a> 6 MAXIMUM SPACING OF SOLDIER BEAM (SEE ELEVATION FOR SPACING) FILL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE FILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE FOR SOLDIER BEAMS #3 -8 .>. / TIMBER LAGGING SEE ELEVATION 1Yz" (MIN.) BEARING 20d NAIL (AS REQUIRED) FOR LAGGING INSTALLATION (TYPICAL) SOLDIER BEAM PLAN SECTION (TEMPORARY SOLDIER BEAMS #1 -8) N.T.S. TIMBER LAGGING SEE ELEVATION SOLDIER BEAM --/ (SEE SCHEDULE ; 20d TOE NAIL (4 PER BOARD AS REQUIRED) FOR SIZE) ' FOR LAGGING INSTALLATION (TYPICAL) 2 TIMBER LAGGING BRACE DETAIL ES6 N.T.S. DRILLED SHAFT BACKFILLED WITH CONCRETE /SLURRY 3" 2" SOLDIER BEAM COVER - VERT. REINFORCING STEEL #5 @ 12" VERT. E.F. (BURN 1" 0 MAX. HOLES IN SOLDIER BEAM FLANGE FOR REBAR) HORIZ. REINFORCING STEEL #5 0 12" HORIZ. E.F. 10" THICK SHOTCRETE WALL FINISH GRADE TEMPORARY TIMBER LAGGING (SEE ELEVATION & PLAN SECTION DETAIL 5 /ES6) EPDXY COAT ENTIRE SOLDIER BEAM FOR SOLDIER BEAMS #17 -24. EPDXY COAT FROM TOP OF BEAM TO 18" BELOW TOP OF CONCRETE TOE FOR SOLDIER BEAMS #9 -16 AND 25. MIRADRAIN 6000 DRAINAGE BOARD INSTALL 24" WIDE STRIPS 0 8' -0" O.C. VERTICALLY, WITH 24" WIDE STRIP CONTINOUS HORIZONTALLY CENTERED WITH WEEP HOLES. 3" DIA. (SCH. 40) PVC WEEP HOLE WITH DRAIN GRATE, ® 8' -0" O.C.t CENTERED �- BETWEEN SOLDIER BEAMS (CONNECTION TO SUBDRAIN AS REQUIRED, BY OTHERS) 3" CLEAR TO CORNER OF SOLDIER BEAM BEAM TOE NOTE: ARCHITECTURAL FINISH BY OTHERS (SOLDIER BEAMS #9 -25). M PERMANENT SHORING SECTION k F'�F I N.T.S. �10 "- 3 "CLR. 5 "- 2" SOLDIER BEAM COVER WATERPROOF MEMBRANE (BY OTHERS) 10" THICK SHOTCRETE WALL REINFORCING STEEL 10" THIGH SHOTCRETE WALL WATERPROOF MEMBRANE (BY OTHERS) SECTION MIN. EPDXY COATED SOLDIER BEAM MIRADRAIN 6000 GEOCOMPOSITE DRAIN 24" WIDE VERTICAL STRIPS, CENTERED AT MIDSPAN OF BAYS, WITH 24" WIDE CONTINOUS HORIZONTAL STRIP AT BOTTOM OF EXCAVATION. EPDXY COATED SOLDIER BEAM MIRADRAIN 6000 GEOCOMPOSITE DRAIN 24" WIDE VERTICAL STRIPS, CENTERED AT MIDSPAN OF BAYS, WITH 24 WIDE CONTINOUS HORIZONTAL STRIP AT PLAN BOTTOM OF EXCAVATION. NOTE: LAGGING AND ANGLE IRONS NOT SHOWN FOR CLARITY WATERPROOFING DETAIL (BY OTHERS N.T.S. EPDXY COATING, BACK FLANGE OF SOLDIER BEAM & ANGLE IRONS ONLY 1/4 4 ANGLE X X LEIRON(TYP.) TIMBER LAGGING SEE ELEVATION 3 "f TOLERANCE MAXIMUM SPACING OF SOLDIER BEAM _ 5Yz" t (FLANGE & LAGGING) (SEE ELEVATION FOR SPACING) 1"f WATERPROOFING & FILL VOIDS BEHIND LAGGING GEOCOMPOSITE WATERPROOFING GEOCOMPOSITE DRAIN WITH LEAN CONCRETE FOR DRAINAGE BOARD (BY OTHERS) DRILLED SHAFT SOLDIER BEAMS #18 -25 / BACKFILLED WITH CONCRETE /SLURRY TIMBER LAGGING Y4 SEE ELEVATION (TYP.) (SEE ABOVE FOR DETAIL) t. EAAlHSUPPDATSYSTEMS INC, { "I 10 SHOTCRETE WALL 2240 FARADA YA VENUE t12" SOLDIER BEAM COVER RLSBAD, CA 92008 TEL (760) 929 -2851 REINFORCING (SEE FAX(760) 9292852 SOLDIER BEAM DETAIL 4 /ES6) 1 R0 ssipN9 (SEE SCHEDULE FOR SIZE) Z w No. 68436 rn * Exp. 9/30/07 5 SOLDIER BEAM PLAN SECTION (PERMANENT WALL, SOLDIER BEAMS #9 -25) ��`'o�'�' �TgrF c"" o��P RICA 0 J AN R.C.E. 68436 EXP. 9 -30 -07 DATE �FCAUF ES6 N.T.S. _ ES6 REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE R.J, I i.m. I APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 1 PER CITY COMMENTS 02/02/07 X SHORING PLAN FOR: 2 PER GEOTECH COMMENTS 03/21/07 NOTED PLAN EP ED UNDER SUPERVISION OF RECOMMENDED APPROVED FULLER RESIDENCE -N IN LUDED MSL DATA 07/06/07 VERTICAL 9 -30 -07 . � BY: BY: 424 BRIGHTON AVENUE ` •zc.c �av NOTED CARDIFF, CA 92007 HORIZONTAL RICARDO AN EXP. DATE: DATE: ELEV. X DATUM: RCE: 68 DATE: g12/ 0 7 DATE: 3 SHEET 10 OF 11 Q GENERAL NOTES AND DEFINITIONS 1. THE SHORING ENGINEER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. 3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SAFETY AND CONSTRUCTION CODES. 4. THE SHORING CONTRACTOR IS DEFINED AS THE ENTITY WHICH INSTALLS THE SUPPORT SYSTEM(S) SHOWN ON, AND DESCRIBED WITHIN, THESE DRAWINGS. 5. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 6. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT & CRANES SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. 7. ALL SHORING DATA ON THESE SHEETS ARE THE EXCLUSIVE DESIGN OF EARTH SUPPORT SYSTEMS, INC. AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND /OR USED WITHOUT OUR WRITTEN CONSENT. 8. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SHORING ENGINEER. 9. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD 10 ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MIGHT BE IN CONFLIC-T WITH, OR AFFECTED BY, THE SHORING. 10. THE DESIGN OF THE SHORING SYSTEM IS BASED UPON THE RECOMMENDATION CONTAINED IN THE UPDATE REPORT OF LIMITED GEOTECHNICAL INVESTIGATION PROPOSED NEW RESIDENTIAL DWELLING, APN 260 - 283 -05, LOT E OF TRACT 1611, LOCATED ON BRIGHTON AVENUE AND ROSSINI DRIVE, CARDIFF, CALIFORNIA. DATED NOVEMBER 25, 2003. PREPARED BY ENGINEERING DESIGN GROUP. 11. ALL INSPECTIONS SERVICES, MATERIAL TESTING OR NOTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 12. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR. 13. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR. 14. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND /OR MATERIALS MAY USED SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER. 15. THE GENERAL CONTRACTOR SHALL PERFORM A PRE - CONSTRUCTION SURVEY AND ESTABLISH MONUMENTS FROM EXISTING ADJACENT STRUCTURES PRIOR TO THE START OF SHORING WORK. 16. TO PREVENT ENCROACHMENT I 0 HE PROPOSED STRUCTURE WALLS THE GENERAL CONTRACTOR INTO T , SHALL MONITOR THE FACE OF EACH AND EVERY SOLDIER PILE AT POINTS ALONG THEIR LENGTH AS THE EXCAVATION DESCENDS ON A WEEKLY BASIS, SURVEY DATA SHALL BE REDUCED AND INTERPRETED, AND TRANSIY'TTED TO THE SHORING ENGINEER. 17. IF IN THE OPINION OF THE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL EXCAVATION SHALL CEASE UNTIL THE SHORING ENGINEER INVESTIGATES THE SITUATION AND MAKES RECOMMENDATIONS FOR REMEDIATION OR CONTINUING. IN ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF THE SHORING FACE RELATIVE TO THE BACK FACE OF THE NEW STRUCTURE WALL. 18. ALL TEMPORARY TIEBACKS SHALL BE DISENGAGED AFTER BACKFILL TO FINISH GRADE /BOTTOM OF PERMANENT WALL IS REACHED. PROCEDURE FOR CANTILEVER SOLDIER BEAMS 1. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE SHORING ENGINEER. SOLDIER BEAMS SHALL BE PLACED IN DRILLED SHAFTS, AS SHOWN IN THE SECTIONS /DETAILS. 2. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGPADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACE- MENT TOLERANCE SHALL BE 2" IN AND 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN. BACKFILL THE TOE WITH HARD ROCK CONCRETE OR SLURRY AS SHOWN IN THE DETAILS HEREIN. FILL THE REMAINDER OF THE SHAFT WITH LEAN CONCRETE. 4. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN FIVE (5) FEET OR AS OTHER- WISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION /LAGGING PRO- CEDURE UNTIL BOTTOM OF EXCAVATION IS REACHED. PROCEDURE FOR TIED BACK SOLDIER BEAMS 1. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN. ON THE PLANS OR AS DIRECTED BY THE SHORING ENGINEER. SOLDIER BEAMS MAY BE DRIVEN INTO POSITION OR PLACED IN DRILLED SHAFTS, AS INDICATED IN THE SECTIONS & DETAILS. PILES SHALL NOT BE DRIVEN WITH AN IMPACT HAMMER OR DIESEL HAMMER. 2. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACE- MENT TOLERANCE SHALL BE 2" IN AND 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN. IF BEAMS ARE PLACED IN PRE DRILLED SHAFTS, BACKFILL THE TOE WITH EITHER LEAN CONCRETE OR HARD ROCK CONCRETE AS SHOWN IN THE DETAILS HEREIN. FILL THE REMAINDER OF THE SHAFT WITH LEAN CONCRETE. 4. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN FIVE (5) FEET OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION LAGGING PROCEDURE UNTIL TIE BACK LEVELS ARE REACHED. SHORING SHALL NOT BE SUBJECT 10 TEMPORARY CONSTRUCTION STAGE FOR MORE THAN 14 DAYS PRIOR TO THE PLACEMENT OF A TIEBACK. IF 14 DAYS ARE EXCEEDED, THE CONTRACTOR SHALL EITHER INSTALL THE TIEBACK OR BACKFILL AS NECESSARY TO PROVIDE SUPPORT ABOVE THE TIEBACK LEVEL. 5. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN THREE (3) FEET LOWER THAN THE TIEBACK LEVEL. BENCHES SHALL HAVE LENGTHS AND WIDTHS WHICH WILL ALLOW FOR SAFE AND PRODUCTIVE MOVEMENT OF THE TIEBACK DRILLING EQUIPMENT. 6. DRILL TIEBACK ANCHOR HOLES TO THE DEPTHS AND DIAMETERS INDICATED OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. IF CAVING OCCURS, CASING OR OTHER ALTERNATE DRILLING METHODS MAY BE USED AS AUTHORIZED BY THE SHORING ENGINEER. 7. INSERT THE TIEBACK TENDONS INTO THE DRILLED SHAFTS WHILE TAKING MEASURES TO ENSURE THAT THE TENDONS ARE CENTERED (I.E. BY THE USE OF CENTRALIZING DEVICES) IN THE ANCHOR SHAFT. PLACE PVC PIPE OVER THE UNBONDED LENGTH OF THE TIEBACK TENDON (UNLESS OTHERWISE NOTED IN THE DETAILS HEREIN). 8. BACKFILL THE ANCHOR LENGTH WITH A STRUCTURAL GROUT OR CONCRETE MIX OF A STRENGTH DESCRIBED HEREIN. 9. UNLESS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER, ANCHOR TESTING AND LOCKOFF WILL ONLY OCCUR WHEN THE "BONDED" ANCHOR MIX HAS ACHIEVED A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AND HAS CURED FOR A MINIMUM OF THREE (3) DAYS. 10. ANCHOR TESTING SHALL BE IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN "TESTING OF ANCHORS" OR AS OTHERWISE DIRECTED BY THE SHORING ENGINEER. 11. REPEAT STEPS 4 THROUGH 10 AS APPLICABLE FOR EACH ADDITIONAL LEVEL OF TIEBACK ANCHORS OR UNTIL BOTTOM OF EXCAVATION IS REACHED. TESTING OF TIEBACK ANCHORS 1. EACH ANCHOR SHALL BE TESTED TO THE TEST LOADS SHOWN HEREIN. TEN PERCENT OF THE ANCHORS SHALL BE PERFORMANCE TESTED BY CYCLING THE LOAD IN INCREASING INCREMENTS OF 25% OF THE MAXIMUM TEST LOAD. 2. THE FIRST ANCHOR LOAD TEST SHALL BE MAINTAINED AT THE PEAK TEST LOAD FOR A MINIMUM OF ONE HOUR AND THE CREEP DEFORMATION BETWEEN THE SIX MINUTE AND SIXTY MINUTE READINGS SHALL BE LESS THAN ONE TENTH OF AN INCH. 3. PROOF TESTING OF THE ANCHORS SHALL BE PERFORMED BY INCREASING THE LOAD IN 25% INCREMENTS UNTIL THE MAXIMUM TEST LOAD IS REACHED. 4. AN ANCHOR IS DEEMED SATISFACTORY WHEN THE ANCHOR ROD OR STRANDS DO NOT MOVE MORE THAN TWELVE (12) INCHES, AFTER INITIAL SETTING, DURING THE APPLICATION OF THE TEST LOAD. AT TEST LOAD, THE ANCHOR MOVEMENT SHALL NOT EXCEED 1/8 DURING A TEN (10) MINUTE PERIOD. 5. IN THE EVENT OF A FAILURE OF AN ANCHOR TO ACHIEVE THE TEST LOAD, THE ULTIMATE LOAD SHALL BE RECORDED. THIS ANCHOR WILL THEN BE ASSIGNED A LOAD DETERMINED BY THE SHORING ENGINEER AND LOCKED OFF AT THIS LOAD. AN EXTRA ANCHOR WILL BE INSTALLED AT A LOCATION AN ANGLE DETERMINED BY THE SHORING ENGINEER. THE ADDITIONAL ANCHOR SHALL ATTAIN THE BALANCE OF THE REQUIRED LOAD AND BE TESTED IN ACCORDANCE WITH ITEM 2 ABOVE. 6. THE SHORING CONTRACTOR SHALL PROVIDE ADDITIONAL, TEMPORARY SUPPORT FOR STEEL SEC- TIONS, AS MAY BE REQUIRED DURING THE TEST LOADING OF ANCHORS. 7. THE ANCHOR LENGTHS AND DIAMETERS SHOWN ON THE PLANS ARE FOR GUIDANCE ONLY. THE SHORING CONTRACTOR CAN CHANGE THE ANCHOR CONFIGURATION WITH THE APPROVAL OF THE SHORING ENGINEER PROVIDED THAT THE FOLLOWING CRITERIA IS MAINTAINED: A. MINIMUM ANCHOR LENGTH SHALL EXTEND EIGHTEEN (18) FEET BEYOND THE THEORETICAL FAILURE PLANE. B. THE TIEBACK SHALL MEET ALL LOAD TESTING REQUIREMENTS AS DESCRIBED ABOVE. MONITORING OF EXISTING UTILITIES & IMPROVEMENTS 1. THE GENERAL CONTRACTOR SHALL MONITOR THE FACE OF SOLDIER PILE AT MONITORING POINTS AS SHOWN ON PLANS AS THE EXCAVATION DESCENDS ON A WEEKLY BASIS AND ON A MONTHLY BASIS AFTER EXCAVATION HAS BEEN COMPLETED. 2. MONITORING POINTS SHALL BE PLACED ON THE FACE OF SOLDIER PILE AT APPROX. EVERY 3 SOLDIER BEAMS (MIN. 3 LOCATIONS), AT TOP OF SOLDIER BEAM, AND ALSO DIRECTLY BEHIND THE SOLDIER PILE AT A DISTANCE "O.5(H)" FROM THE SHORING WALL, OR ON THE EXISTING STRUCTURE WALLS TIMATURWO 1. WELDING: ELECTRIC ARC USING ELECTRODES E70 -XX PLACED BY QUALIFIED WELDERS. 2. STRUCTURAL STEEL: STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A -992 (50 KSI) OR BETTER. 3. ANCHOR TENDONS: TIEBACK ANCHOR TENDONS SHALL BE THE FOLLOWING ITEMS: A. HIGH STRENGTH THREADED RODS WHICH COMPLY WITH THE LATEST EDITION OF ASTM A -722 AND SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 150,000 PSI SUCH AS DYWIDAG OR EQUAL. 4. TEMPORARY LAGGING: LAGGING SHALL BE ONE OR A COMBINATION OF THE FOLLOWING ITEMS AND SHALL BE APPLIED AS DIRECTED BY THE SHORING ENGINEER: A. DOUGLAS FIR #2 TIMBERS PRESSURE TREATED FOR GROUND CONTACT. 5. MISCELLANEOUS STEEL: STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A36 6. LEAN CONCRETE: LEAN CONCRETE SHALL BE A MIXTURE OF SAND, CEMENT AND WATER WITH A MINIMUM OF 1 SACK OF CEMENT PER CUBIC YARD. 7. STRUCTURAL CONCRETE FOR SOLDIER BEAM TOES: STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS (CONSULT WITH GEOTECHNICAL ENGINEER OF RECORD FOR TYPE OF CONCRETE TO BE USED). 8. ANCHOR GROUT: ANCHOR GROUT FOR TIEBACKS SHALL BE EITHER OF THE FOLLOWING ITEMS: A. NEAT PORTLAND CEMENT WITH A MAXIMUM WATER- CEMENT RATIO OF 0.45 BY WEIGHT. IT MAY CONTAIN AN ADDITIVE TO CONTROL SHRINKAGE, SUCH AS INTRAPLAST -N BY SIKA CORP., AND SHALL HAVE SUFFICIENT STRENGTH TO INSURE LOAD TRANSFER BETWEEN THE ANCHOR TENDON AND THE SOIL. B. CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. IT MAY CONTAIN AN ADDITIVE TO CONTROL SHRINKAGE, SUCH AS INTRAPLAST -N BY SIKA CORP., AND SHALL HAVE SUFFICIENT STRENGTH TO INSURE LOAD TRANSFER BETWEEN THE ANCHOR TENDON AND THE SOIL. 9. EPDXY COATING: SOLDIER BEAM EPDXY COATING SHALL BE BITUMASTIC COAL -TAR EPDXY TWO COATS SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 16 MILS. ALL STEEL SURFACES SHALL BE BLAST WITH SSPC -SP 10 (NEAR WHITE) BEFORE COATING IS APPLIED. 10. GEOCOMPOSITE: GEOCOMPOSITE DRAINAGE BOARD SHALL BE MIRADRAIN 6000 BY MIRADRI (OR EQUAL). 11. STRUCTURAL SHOTCRETE: STRUCTURAL SHOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS (CONSULT WITH GEOTECHNICAL ENGINEER OF RECORD FOR TYPE OF CONCRETE TO BE USED). SHOTCRETE CONSTRUCTION AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF UBC SECTION 1924, VOL. 2, CHAPTER 19 SOLDIER BEAM & TIEBACK SCHEDULE W„tN I ItKUU IA bMUVVN, I ItCALK JKALL tSt UIb LNUAULU.. - -.. _..._. __. ... _... _.. _ .. I A1,0NOWSYSlEMMS, INC, E -N. 12240FAR4DA YA VENUE CARLSBAD, CA 92008 TEL (760) 929-2851 FAX (760) 929 -2852 � ' RICAR JON R.C.E. 68436 EXP. 9 -30 -07 DATE `t z *Expo 9630307 s� cl 30 �� gTFpF CAUF� E S 7 Shore ! Toe ; Total ` Min. Toe Max. Tieback No. of Distance Distance T.B. / Waler Tierod ` Lock-off Test Unbonded Bonded Total From ' To Sold. Use Height i Depth Drill Diameter Estimated Diameter 1 TB from T.O Beam last TB Angle Diameter Load Load Length Length Length SB 1 _ SB .__... Bm. Section - - - - - -- S • 1 6'/ Deflection to TB #1 to Subgr. SHEET 11 OF 11 Grade 150 !; Qty H Dtoe I H +D D dtb A S TB #1 TB #1 TB #1 TB #1 TB #1 TB #1 TB #1 ft ft ft in in in ft ft deg kips kips ft ft ft 4 9 1 1 1 W16x45 100 170 27.0 24 0.61 CANT CANT , CANT CANT 2 2 1 W18x66 12.0 19.5 : 31.5 24 031 CANT CANT CANT CANT 3 3 1 W2468 13.0 21.0 1 34.0 30 0.61 CANT CANT CANT CANT _ 4 4 1 W24x84 14.0 t 22.5 s 36.5 , 30 0.67 CANT CANT CANT CANT 5 5 1 W24x94 15.6-1, n.5 -F 38.5 30 0.79 CANT CANT CANT CANT 6 6 1 W24x104 . 16.0 24.5 40.5 _ 30 0 93 CANT CANT CANT CANT «.. 4 7 7 1 W16x45 9 0 P 17.5 26 5 24 0.41 CANT CANT CANT CANT - 8 8 1 W14x30 2.0 6 0 . 8.0 24 - 0.02 CANT CANT CANT _ CANT 9 9 1 W1430 4.0 9.5 13.5 24 0.02 CANT CANT CANT CANT 10 10 1 W1448 10.0 I 17.0 27.0 24 0.61 CANT CANT CANT CANT 11 12 2 W14x61 11.0 18.5 j 29.5 24 0.74 CANT i CANT CANT CANT 13 13 1 W1461 110 r 18.5 29.5 24 0.74 i CANT CANT i CANT CANT 1 14 14 1 W1430 2.0 6.0 1 8.0 24 0.02 CANT CANT CANT CANT Y 15 15 1 W14 x68 11.5 20.0 ? 31.5 24 0.64 CANT CANT CANT CANT 16 16 1 W14x68 11.5 ? 20.0 31.5 ; 24 0.64 CANT CANT CANT CANT 17 17 ! 1 W14x74 20.0 15 0 35 0 24 0.51 12 1 6.00 14.00 35 1 -1/4 98 127 13 31 44 _.. 18 1 18 I 1 W14x74 ' 19.0 1 150 34.0 24 0.51 12 1 _... 6.00 13.00 35 1 -1/4 98 127 13 31 44 19 19 1 W14x74 18.0 1 15.0 33.0 24 0.51 1'2 1 6.00 12.00 35 1 -1/4 98 127 13 31 44 20 20 1 W1461 18.0 j 14.0 32 0 24 0.45 12 1 6.00 12.00 35 1-1/4 92 120 13 29 42 21 t 21 1 W1461 17.0 14.0 1 31.0 24 0.45 12 1 6.00 1100 35 1 -1/4 92 120 13 29 42 22 22 1 W1461 16.6 ' 14.0 30.0 24 0.45 12­____F_ 2 1 6.00 10.00 35 ? 1 -1/4 92 120 13 29 42 23 23 1 W1453 16.0 15.0 31.0 24 0.32 12 1 5.00 11.00 40 11/4 73 95 13 23 36 24­' 24 1 W14x53 15.0 15 0 30.0 24 0.32 12 1 5.60 10.00- 40 1 -1/4 73 95 13 23 36 25 25 1 W14x30 5.0 13.0 18.0 24. 0.09 CANT CANT CANT CANT I W„tN I ItKUU IA bMUVVN, I ItCALK JKALL tSt UIb LNUAULU.. - -.. _..._. __. ... _... _.. _ .. I A1,0NOWSYSlEMMS, INC, E -N. 12240FAR4DA YA VENUE CARLSBAD, CA 92008 TEL (760) 929-2851 FAX (760) 929 -2852 � ' RICAR JON R.C.E. 68436 EXP. 9 -30 -07 DATE `t z *Expo 9630307 s� cl 30 �� gTFpF CAUF� E S 7 REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE APPROVALS OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1 PER CITY COMMENTS 02/02/07 X ELEV. X DATUM: VERTICAL NOTED NOTED HORIZONTAL PLANS PA UNDER SUPERVISION OF 9 -30 -07 . 01•D RICARDO RD EXP. DATE: DATE: RCE: 68 RECOMMENDED APPROVED BY: BY: DATE: 2 0 DATE: /3/.� ORING PLAN FOR: FULLER RESIDENCE 424 BRIGHTON AVENUE CARDIFF, CA 92007 ��,� 2 PER GEOTECH COMMENTS 03/21/07 3 INCLUDED MSL DATA 07/06/07 �G S • 1 6'/ SHEET 11 OF 11