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2010-10493 G (Plans)Encinitas RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES OWNER NAME SA TA FE DR. SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND IVO TOPTCHEV AND LILT TOPCHEV %5 OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT ENBANKMENTS SHALL BE SHAPEM PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF CONCRETE WASHOUT 3582 GOVERNOR DRIVE 9nf LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS AND OTHER SAN DIEGO, CA 92122 SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE PHONEs858- 642 -7491 IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS: 9y DRAINAGE NOTE: POST A SIGN DESIGNATING THE WASHOUT LOCATION. AM DR. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 331 KILKENNY DRIVE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS CONSTRUCTION, SITE ACCESS CARDIFF, CA 92024 Cardiff-by-the- WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT WATER TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE APN 261-145 - 26,27 (Cardifff) ) BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL OWNER'S CERTIFICATE `SITE P� UTILITY NOTE: SUCH MATERIAL. PANELS /PLATES. I(WE)HEREBY CERTIFY THAT A REGISTERED SOILS-ENGINEER OR ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. S. NOTIFICATIONS CONSTRUCTION VEHICLES GEOLOGIST HAS BEEN OR WILL BE RETAINED TO_SUPERVISE OVER 1� ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND WORK TO BE DONE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES STABILITY OF THE SITE. THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF PARKING, REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL L MAJOR REPAIRS SHALL BE MADE OFF SITE. �__ 3i A. GENERAL OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, DATE:__ _______ HOWEVER:THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO EROSION CONTROL L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE CONTRACTOR'S RESPONSIBILITY TO THE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. LOPED SURFACES ESPECIALLY SHALL BE THE WORK SITE. IT IS CONTACT FOLLOWING PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SU FACES SUCH AS EROSION CONTROL MATS, SIGNATURE:________ = SIGNATURE:______ STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR __ _________ DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY. TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.. OWNER NAME. IVO TOPTCHEV .OWNER NAME:LILI TOPCHEV ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. COMMENCEMENT OF WORK: NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING 2. THE SOILS REPORT TITLED "LIMITED SITE INVESTIGATION, PROPOSED SINGLE FAMILY A. SEWERS - CSD - (760)- 633-2770 WET WEATHER. LEGAL DESCRIPTION: RESIDENCE, 331 KILKENNY DRIVE,APN 261 - 145 - 26,27, CARDIFF, CALIFORNIA", FOR THIS B.GAS & ELECTRIC - SDGE - (760)- 438 -6200 C.WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.CONTRACTOR SHALL LOT 1 AND 2, IN BLOCK 'D OF CARDIFF'. IN THE CITY C PROPERTY PREPARED BYCOST GEOTECNICAL DATED MAY 12, 2005, AND UPDATES DATED D. TELEPHONE - SBC BELL - (760)- 489 -3411 PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, S ( MARCH 27 2006 AND MARCH 11, 2010 , PROJECT #08-056 SHALL BE CONSIDERED AS A PART OF THIS E. CABLE TV - COX COMMUNICATIONS- (760)- 806.9809 X -2233 • • no each ACCORDING TO MAP THEREOF NO. 1298, FILED IN THE OFFICE GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. CONTRACTOR SHALL NOTIFY. THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. CO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; NOVEMBER 14,1910, TOGETHER WITH A PORTION OF THE 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND ANY WORK ON THIS PROJECT. PHONE. (760)-633-2770. THEY HELP DECREASE EROSION. NORTHEASTERLY HALF OF OXFORD AVENUE AND KILKENNY TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR DRIVE VACATED AND CLOSED TO PUBLIC USE, LYING ADJACENT VICINITY MAP SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION R E g6fb)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TO THE SOUTHWESTERLY LINE OF SAID LOT 1 AND 2, AS VACATED WITH IMPROVEMENT PLANS. SUBJECT TO REJECTION AND EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL AND CLOSE TO THE PUBLIC USE BY RESOLUTION RECORDED NTS REMOVAL. GRASSES TO SHIELD AND BIND THE SOIL. OCTOBER 17,1977 AS FILE NO. 77-425225, OF OFFICIAL RECORDS 4.WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE PLANT PERMANENT VEGETATION AS SOON AS' POSSIBLE, ONCE EXCAVAl ION AND GRADING ACTIVITIES ARE COMPLETE. GRADING. C. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 2) SOILS ENGINEER'S CERTIFICATE 5.CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. viMaya Sin hope + - Mask ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED L IN CASE EMERGENCY WORK IS REQUIRED, CONTACT IVO TOPTCHEV AT (858)-642- 7491,24 ON SITE CONSTRUCTION MATERIAL STORAGE 1, 09 16 E MOIR= A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING SHALL BE REPLACED OR REPAIRED TO CONDITION HOURS. BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ' EXISTING PRIOR TO GRADING. 2.EOUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO P EVENT CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 05 -12 -2005 AND FOR UPDATES ON 3 -17 -06 AND 3- 11- 10.ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,WITH MY S.THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE SEEPAGE, AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCT RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED WHICH IS DISTURBED DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A WHICH STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS REGISTERED CIVIL ENGINEER OR A LICENSED LAND IN CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND $PECIFICAT[ONS.wi+M eY«p4ian e4 d�iHage SURVEYOR. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF s,,� Qp* doffed 4 -iy -ro SIGNED: MARK BURWELL!_�L= gwyQawf THE ENGINEERING INSPECTOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, R CONFORMING TO ALL LOCAL INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE , ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, CMG zio q [iE 78 Z C.E.G.NO.. 2109 -------------------------------- STATE AND FEDERAL SAFETY AND HEALTH STANDAROS,LAWS AND REGULATIONS. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED EXP. DATE. 06{3W0--- �Lz 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ________!_ & GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2)MILE OF A STRUCTURE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN ALL TIMES. JOB o: a FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. CIRCUMSTANCES WHICH MAY ARISE. AND 7:30 A.M.NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. TRAINING - COAST GEOTECNICAL :l 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 9. N0 GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONTRACTORS' EMPLOYEES CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR 779 ACADEMY DRIVE SOLANA BEACH,CA 92075 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT :CITY INSPECTOR,CIVIL ENGINEER, CONDITION. WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE (858)775 -8622 SOILS ENGINEER, GRADING CONTRACTOR AND 7.ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE TO EVERYONE WORKING ON SITE.THE PROPERTY OWNER(S)AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS PERMITTEE.THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 INCORPORATED HEREON. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. HOURS IN ADVANCE BY CALLING (619)633-2770. STATEMENT OF ENGINEER OF WORK & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE W ASTE'MANAGEMENT &� 10.PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED AT THE CONCLUSION OF EACH WORK DAY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE N Y WHEN THE FIVE (5)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 G DA DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. %).SI SYSTEM IS STTLY T STRICTLY PROHIBITED. AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS,TO THE EXTENT THAT THE ENGINEER CONTROLS ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SUCH PERFORMANCE.THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.BEANS /DIKES SHALL BE PLACED AROUND ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A IL UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR SAN DIEGUITO WATER DISTRICT NOTE DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED g� DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.10493 -0 1.REVIEW OF THIS PLAN BY SAN IO WATER DISTRICT DOES NOT CONSTITUTE A WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. DESIGN OF IMPROVEMENTS BASED THEREON.THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING ACCURACY OR THE EXISTENCE OR REPRESENTATION AS TO THE ACCURACY OF THE LOCATION CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE U NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH THIS PROJECT. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT GRADING OPERATION. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE.FOR INFORMATION ON DISPOSAL OF HAZARDOUS AND ARISING OUT OF -fiHE WORK PERFORMED BY THE ENGINEER. CROSSINGS,LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL MATERIAL, CALL THE HAZARDOUS WASTE HOTLINETOLL FREE AT ( 00)714- 1195.FOR INFORMATION ON LANDFILLS AND 12.ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS TO ORDER DUMPSTERS CALL EDCO AT (760)436 -4151. OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER -WATER BY: ` DATE: AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ____ - -- - -`--- - ---- SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE „ SITE. DIMITAR PEEV FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) PEEV OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL DIMITAR IN HIS OPINION,ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS 3555 TONY DRIVE a PO FESSI o yq INTENDED USE. STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. SURFACES. SAN DIEGO, CA 92122 O ! TELEPHONE N0. (858) -414 -3867 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET SEPARATION WHEN PARALLELING WATER ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST RCE NO. -. C63122 H mN POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE SERVICES. ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE EXP. DATE. 6-30-10 D. PEEV m WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE w 63122 R7 °0 AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED 5.MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEAS RES AND REQUIREMENTS PLEASE CONTACT THE ec No. v AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES SAN DIEGUITO GAS AND ELECTRIC VAULTS. ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760)633 - 2770. xp, 6-30-12 HAVE BEEN INSTALLED. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EARTHWORK NOTES: C i V IL �4 TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL. THEY.ARE_SEIiVING. _��a N 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE FILL: 124 CY - 4P CALiFO`- PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS ENVIRONMENTAL DATA CUT: 268 CY m OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT 1)STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 :1 EXPORT: 144 CY UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE JANUARY 1,2010.iN COMPLIANCE 2)MAXIMUM VERTICAL DEPTH OF CUT = 13' a u REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE WITH THIS LOW,THE DISTRICT SHALL REQUIRE ALL MATERIALS TO.BE NO -LEAD BRASS PARTS. 3)MAXIMUM VERTICAL DEPTH OF FILL = 9' IMPERVIOUS AREA: BMP STATUS w SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 4) AVERAGE DEPTH OF CUT = 268 C.Y./4715 S.F.x 27 = 1.54FT PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER 8. ALL COOPER TUBING USED FOR AIR RELEASE, BLOW OFFS, AND SERVICES SHALL BE 5) AVERAGE DEPTH OF FILL = 124 C.Y./4715 S.F.x 27 = 0.71 FT IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SO FT o AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROVIDED WITH CATHOLIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. a IMPERVIOUS AREA AFTER CONSTRUCTION• 1727 SO FT REVISIONS ,FV 15F- BIIF EARTHWORK: STANDARD PROJECT C 9. DISTRICT TO INSTALL 1" COPPER SERVICE LINE AND DUAL WATER METER PER WS -09 AND CUT = 268 C.Y. FILL = 124 C.Y. INCREASE IN IMPERVIOUS AREA: 1727 SO FT o WS -17 AT OWNERS EXPENSE. IMPORT = 0 C.Y. } REMEDIAL = 144 C.Y. _ z 0 r u' L-�- PUBEIC WORKS PLANNING & BUILDING PARKS & RE CREATIO SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DISL PERMITS u T� SURVEY BY: BILL TEAS, L.S. 6411 08 -056 CDP Lu EXPIRATION 12-31 -10 DR /CDP PERMIT N0. w TEAS LAND SURVEYING I �% SPECIAL USE PERMIT NO. N/A a q � 310 STATE PLACE 10 (0 �d V'� AU � i ,�` �� / 1R7 /•��j ��O � � TENTATIVE MAP N0. N/A ESCONDIDO,CA 92026 C 760-745 -9122 BY: DATE: BY: DATE: BY: DATE: a SIGNATURE EXPIRES 2 YEARS. FROM DATE SIGNED DATES q//6/10 o • o APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DP APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q DESCRIPTION: DISC STAMPED OC 136,1968 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED GRADING PLAN FOR: T O P T C H E V/ T 0 P C H E V RESIDENCE "Ant M-A4 4311 LOCATION: CONTROL SURVEY POINT 1042 STATION ENC-42. 2.5 "SD CO ENGINEERS HORIZONTAL i" =10' DATE : 05/07/1 ®_ 331 KILKENNY DRIVE 104 9 3 - G Z DIMITAR PEEV .. Ir i'y 5 RECORD FROM: CITY OF ENCINITAS VERTICAL - 1 " =10' R.C.E. NO. : C -63122 BY. BY: CARDIFF, C A 92007 w ELEVATION: DATUM: NAVD 88 ENGINEER NAME 06-30 -10 DATE: 1//Q/201-0 DATE: lf�/5'�i_D APN 261-145-26v27 z EXP. PLANING CASE N0: 08 -056 CDP ' SHEET I OF 5 z w GRADING NOTES 1. ALL GRADING SHALL CONFORM OF THE REQUIREMENTS OF THE GRADING ORDINANCE SECTIONS 87.101 THROUGH 87.804 OF THE SAN DIEGO COUNTY CODE OF REGULATORY ORDINANCES. 2. A REGISTERED CIVIL ENGINEER IS REQUIRED TO SUPERVISE INSTALLATION OF THE FILL KEYWAY AND ALL FILL BENCHING AND COMRAQ�I, VN. A SOILS REPORT WITH COMPACTION TESTS IS REQUIRED FOR ALL FILL THAT IS OVER 12" IN DEPTH. DPLU FORM #730 MINOR GRADING CERTIFICATION, AND THREE (3) COPIES OF THE COMPACTION REPORT COMPLETED BY A SOILS ENGINEER SHALL BE SUBMITTED PRIOR TO ROUGH GRADE APPROVAL. 3. ALL FILL MATERIAL SHALL BE COMPACTED TO AT LEAST 90% MAXIMUM DRY DENSITY. GUARDRAIL (4" O.C. SPIKES) /15) 1110Y mAlxv PVTW: fk6R 50� -PAU-" �AWJfhg Mnt,l 6tyl C-14AY -X& Al 5WL00*7l 50-60 vl- YJA W J14PRE 21 tll cvHp%_,7w#9Aww VE WA. p= J, �Tvvr- p 6.61, pff LASS 11 4 P!apm sll 7-2 —'l RETAINING WALL "l Y Ir (H=8') PER SDRSD C -11 B 3 4 D 11ts-0k;w. 14 iz wt -7 EXISTING GRADE 0 n AIX— TO REMAIN tz, 't. NATURAL DRAINAGE SHALL NOT BE UlVtMltU VM W116r-111MAltv VNIU 0+00 0+10 0+20 0+30 0+40 0+50 1 FlUftfv vfi;:Vv-p FIRek-rMEhrr 0400 ADJACENT PROPERTY. c,1 015 vp 30 IUP%izvl Tlfc J )�,43pr;4 vF 5. MAINTAIN 1% (MINIMUM) SLOPE AWAY FROM ALL BUILDINGS FOR AT LEAST 5 l3pmm DRIVEWAY PROFILE SECTION A-A FR24ofvowd M I It- 01 6. ALL GRADING DETAILS SHALL BE IN CONFORMANCE WITH THE FOLLOWING 3 SCALE: H=I"•10'; V= 1 " =10' NTS PLA-sv7c- Plf?a I _01f AAIVV5 J20CIllf SAN DIEGO COUNTY DESIGN STANDARDS OR REGIONAL STANDARD DRAWINGS: PgAlp , M i _V111 � Pa-x 2. _3"' ?VC a P P1 PF-:5 Plpz- 3 -1 ll v\(1reFtvw fl-t�r: 1v/ awkirl irwLEr 41' Pvc, A. DS-8 LOT GRADING y-paKry7p) .551 i)AT'Dk frf, sFzT'Qik ✓ - 2! , - 311 c F 3/? e� VP r B DS-10 GRADING OF SLOPES PLA, P1 ft rill C. DS-11 REQUIRED SETBACKS A. kEvl 3MP TR1EA-TwfWTTW Vt5w D. D-40 RIP RAP ENERGY DISSIPATOR :5LOpr- (Ai -V- 16 -P\ ,4 " A Vk --1, l. E. 0-75 DRAINAGE DITCHES pcc 6, -�z 7. REGARDLESS OF WHICH BMP'S ARE IMPLEMENTED THE FACE OF ALL CUT AND 440 F&F-p (Aegis PPVIN). 44 iopl� j! (E) AC tow &W i�7 KIALA 19 6 �ov A IF 9A'F PTE-T-A I L_ Exist DWY FILL SLOPES IN OA EXCESS OF 3' VERTICAL HEIGHT SHALL BE PLANTED AND 4A a Lift al, [VN kip -PrIgs PAVIM� 1A MAINTAINED WITH A GROUND COVER OR OTHER PLANTING TO PROTECT e'll,( 6" CONC. CURB �Qoiifty# 0 NC' CURB r .. .. 4'1 OR FLATTER c*p AM ano OF p4pF - 0 ...... P THE SLOPES AGAINST EROSION AND INSTABILITY. PLANTING SHALL COMMENCE FINISH GRADE PROPOSED goil➢k" 51cillov zll Oki ", tx. P V OAF ....... :DRIVEWA Y "COA, C. R AS SOON AS SLOPES ARE COMPLETED. ALL PLANTING MUST HAVE A v f---1 "C,0Al RA-VER., OVER 061 PERMANENTLY INSTALLED IRRIGATION SYSTEM 'EXIST PVC �10 CL SS 11 ri AA.4Zq Ill 8 ... SE LATERAL PAVEMENT THIS PLAN IS PROVIDED TO ALLOW FOR FULL AND ADEQUATE DISCRETIONARY _011 EXISTING FLOW LINE 1 __J14, '" ''*' .. . rl S= C OG REVIEW OF A PROPOSED DEVELOPMENT PROJECT. THE PROPERTY OWNER ACKNOWLEDGES THAT ACCEPTANCE OR APPROVAL OF THIS PLAN DOES NOT LIGHT E SECTION C-C . .............. CONSTITUTE AN APPROVAL TO PERFORM ANY GRADING SHOWN HEREON, AND "SCR 40 Pv- ar-Altv CT TO EXIST NTS AGREES TO OBTAIN GRADING PERMIT BEFORE COMMENCING SUCH ACTIVITY. SEWER LATERAL 1206-0 LID OIL AQVAI, 9. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S ...... ELBOW -�COAl r, -s k 9- FA-1 W1 22.50 'rogx tvirailk I*/ f alisii, 6 IE 144.92 PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTY IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE I GUY WIRE LEGEND: ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY TRANSFORMER ... ........ .. .. ........ ...... A_CCFSS EASEMENT SHORING t6 4 IMPROVEMENT SID. DWG. SYMBOL PRIOR TO START OF ANY WORK. ANY DISTURBANCE TO ADJACENT PRIVATE #2005- ...ACCESS 02 - 54 1 .. 6 T WALL t ll IV 4L IV . PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND PROPOSED A" PVC 7 930°40'60 "W EXISTING RIBBON GUTTER ........... ............ ... ........ GRAVITY. ... SEWER C4TERAL '110 .................... SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE L=1 8.5' AT . 43.7Y Dv"o 1 60/\ v. Q41 20. 0& 415ivg IoL7. 4 w YA# PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. Am f PER 5 jo p tllc Fog ca 611 CONCRETE CURB (TYPE B- G-6,SDRSD 10. ENGINEERING SOIL LAYER SHALL BE MIN 6" DEEP "SANDY LOAM" SOIL MIX 2Y z VA kv., 0. 3 c4plv c 7 P. Row "k 1. fh&" P66 A%EOESNIT (DRIVEWAY) G-7,G-9, C-10 WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, CLIKA-v Durl 10 vv 20-30X COMPOST OR HARDWOOD MULCH; AND 20-30% TOPSOIL. VEGETATED SWALES OP EL 1V?,04y/_ 11 ,0 pv-\,wo -10 1 E 144,7 r/- 2�1' 158 58�41A .0 RIP RAP ENERGY DISSIPATOR MOT TO BE MODIFIED D-40 ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECH DAMS TO LIMIT THE SLOPE ..... . w -0 40 cAuLlrZA-1,v WITHOUT PERMIT FROM THE CITY OF ENCINITAS) OF THE SWAL TO 2.5% UNLESS OTHRWISE APPROVED BY DIRECTOR OF ENGINEERING 4s w1Adx4'1 tl� b-1 -jiV6j SERVICES. NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 01 a, jj U5# 2.1 CUT SLOPE SS-3 /17-A-7l 11. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF p DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WIOUTH A PERMIT FROM THE CITY. 4' POB STEEP SLOPE AND MD OPEN SPACE EASEMENT .142, (N -261-145-26 LINE TABLE APN. "�l I k LI NO. BEARING DISTANCE O--- ------------ -------- 1) 'M L6 N 67-0'03" W 5.03 tp . ....... L7 N 14-7'01" E 8.25 0 Ab. L8 N 65-4'46" W 2.36 a N ;k, A 'D L9 S 30*0'00" E 13.43 .. ... ........ ... 1361 .. ............. 0, L10 IN 59,7'09" El 7.39 Z Ln 71 co CURVE TABLE .... ... ...... -1341 FT-kr�))T NO DELTA RADIUS LENGTH I-- ----- ------ ------ d C2 CI 92#1'35" 21.39 34.67 .. .. ... . 1321-- - C2 17,329" 48.60 15.18 . ...... . ....... . C3 51#5'50" 30.12 27.13 401 LEGEND, ....... ..... 130, (R) RADIAL BEARING N ................... .... CENTER LINE ... ... re El DATA PER ROS 11793 AND .......... ...... 89-093 BA PROPERTY LINE Sipe Y4 HOUSE LOCATION 126 ... ... ......... . ..... t4 . cj _6 DEVELOPMENT PERMIT. RESO, 08-056 DRIVICDP rf ......... C11-241 ... ........................................ .......... o\ RIP RAP .... Vol 1221 -- -5jEr_-T7aW--AS, .... swilE BLK D 3, 5, wite x W ..... ..A�XWD .......... ....... . I ...... ... ..... MAP 1298 GARAGE '120'•• . CR0v7WA`)lP RAP TD PL, STEEP ... SLOPE-AND-_ ...... .... ... .. .. ... 4 ....... ------ 1181- .................... A"— OPEN SPACE EASEMENT CS 85-25150" W] /-OUTER W ... ........ ......... .......... _��HOUSE I ...... ... ...... ... .DATE- �4h' PVC IE I 2ND FLOOR ...... ...... ........................ ... .......... XM OP .550,l PIP��S OV70 SEWER LAI pr-p1r. F rd' A$.S Plj5j�, �t)(TBAO Cc l C11 S=1y 7, OS PIPE W1 CAPPW END. OVER TPP OF 0k4OUr&P RIP RAP SO SSURE T*k ol T- 09 P/551PAl TOWARD �_, SEWER 1ST FLOOR 4i_PWL�Y 440 9�&LY. CITY SEW CONECT sT SEWER SEWER PROFILE 0 L W1 22.50 ELBOW IVO ADP tVrVv W TRM TWAn- 3 WAI-F- IE 142 AAA GROUVlYp RIP &kP Ab5i'd REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE 'SPECIAL DISTRICT :,kP-V`l X SivALC 4A, 4A 1 IIIN DESCRIPTION DISC STAMPED OC 136,1968 .7*4 10 C.12 LOCATION: CONTROL SURVEY POINT 1042 n i vkrp. 14 w &rg we* Vf __T " STATION ENC-42. 2.5"SD CO ENGINEERS HORIZONTAL 1"=101 &115E I)wy t,,m-.!Aa iLLl RECORD FROM. CITY OF ENCINITAS VERTICAL 111=10' ELEVATION- DATUM. NAVD 88 6i297'p .... ... 5.11 GLEAN Ok-F sv 2.1 FILL SLOPE —SS-3 _bq ...... Qz_ -f:F,�f . 3v- .......... 0 OM MIN . ............ 150, FLOW LINE C, BMP VEGETATED SWALEISPREADING BASIN 146` A4040 L9,\ IIIIII a ._.....144'..., .... 44' - 0 FLOWLINE ............. ..... . 1-... ... `.._-1421,..... \\ STORM DRAIN CLEANOUT D-9, D-11, M-3 .... .......... 0 3 ........ LASTIC CORRUGATED STORM DRAIN PIPE (SCHEDULE 40) - -- H -OUSE ...... 0 OPROPERTY LINE FG=134.58' \- TW 134.0 1 35.0 i ANN W 128.0 EXIST. CONTOUR PROPOSED CONTOUR: 134' TYPE 'A' STRAIGHT �FL133.5 HEADWALL PER SDRSD D-30 STREET CENTER LINE -- - - - - -- F L\1 2 8.4 EXISTING WATER LINE 13W� -_ -_ --- - --- _ I& 1" COPPER SERVICE WS-09, WS-17 w ...... RIDGE, EL\=129.4 FL`12 ........ WS-09, WS-17 ec'�F_l 29.0 P DUAL WATER METER C6 f.T LO 8.9 EXISTING 4" SEWER LLATERAL . ................ ... ... - :X17 00 ... . .......... ........... . .... PROPOSED 3" SEWER LINE _S_ LO ......... _ .... 9 ao 51 FL1 28.4 ......... ............. \ ........ ......... .. cq ......... ....... I ... PROPOSED 2" PRESSURE SEWER LINE Ps cli TW 133.0 PRIVATE RIP-RAP ENER 01 5�1PA TOR . . ... ............. ........... W ..... 128. -0,_ -_ ............... ....... - I ....... PERSDRSD-0=40 TYPE USE NO. 2 .-Jill v/ DAYLIGHT LINE <t BACKING 12" THICK ... Q.,VER .... T2" D.G. EXISTING RETAINING WALL TYPE 'A'STRAIGHT ........................... ................... Fl-L"TER''BL'ANKE't'."*'�L=10'x W=4) fV_E72F VC4j-rA7r,0 0 SWAL€/SAREhDIN4 8,4/9 RETAINING WALL L --------- 71 _�OWALL PER SDRSO D-30 Ld ZY ...... __ - - ........ ......... ......... - ....... ._ ................ :: ....... 3 1 2" PRESSURE 24" PVC CAP BOTH ENDS SEWER LATERAL- 'CAP LABELED. "PRIVATE'" t 130-2 4 —//Z/ z FvRcjE wsw k 0 GRAVITY 4 SEWER LATERAL 10l' �6" CONCRETE to ENCASEMENT k, u") SEWER LATERAL In GRADING 'PLAN -24" PVC PIPE D. PEEV PERMITS SCALE: 1"=10' rn >. w M Ld L No. 63122 x 0. 08-056 06-30-12 OR/CDP PERMIT N CL 3 xp. SPECIAL USE PERMIT NO. N/A E sT CIVIL tiP PRIVATE MANHOLE DETAIL SE LATERAL OF CAL TENTATIVE MAP NO. N/A F- cl Ld nrczTrNrn Ry nRAWN RY By 0 <1 UP I UP DP APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRRED GRADING PLAN FOR: u TOPTCHEV/TOPCHEV RESIDENCE z DATE . 02-04-10 u A- ll� By,. AA AA BY: max 331 KILKENNY DRIVE w OIMITAR PEEV 10493-G .. R.C.E. NO. C-63122 Lu CARDIFF, CA 92007 z ENGINEER NAME DATE-. 1(/611240( ll� DATE: 0 z EXP. 16--30-10 PLANING CASE NO: 08-056 COP APN 261-145-26,27 — SHEET 2 OF 5 ................... r . ..... .. In _p ...... .................. Ln In . . . Lo c; .................. ...... ....... .......... Lo 03 > u ........... ....................... .................... ....... ........ .. .............. i ........... In Lu In LO ...... ....... ................ ... ...... .............. .................. .............. ... ...... ...... ........ ........................ ... ........ ............. 4.8% ...... ............. r. - ... ........... Ln .......... T. .......... ....... -.1-1-1-1.1 ........ ....... c jT+ ....... ....... L.L + + DATUM 147.6 + cli + + GUARDRAIL (4" O.C. SPIKES) /15) 1110Y mAlxv PVTW: fk6R 50� -PAU-" �AWJfhg Mnt,l 6tyl C-14AY -X& Al 5WL00*7l 50-60 vl- YJA W J14PRE 21 tll cvHp%_,7w#9Aww VE WA. p= J, �Tvvr- p 6.61, pff LASS 11 4 P!apm sll 7-2 —'l RETAINING WALL "l Y Ir (H=8') PER SDRSD C -11 B 3 4 D 11ts-0k;w. 14 iz wt -7 EXISTING GRADE 0 n AIX— TO REMAIN tz, 't. NATURAL DRAINAGE SHALL NOT BE UlVtMltU VM W116r-111MAltv VNIU 0+00 0+10 0+20 0+30 0+40 0+50 1 FlUftfv vfi;:Vv-p FIRek-rMEhrr 0400 ADJACENT PROPERTY. c,1 015 vp 30 IUP%izvl Tlfc J )�,43pr;4 vF 5. MAINTAIN 1% (MINIMUM) SLOPE AWAY FROM ALL BUILDINGS FOR AT LEAST 5 l3pmm DRIVEWAY PROFILE SECTION A-A FR24ofvowd M I It- 01 6. ALL GRADING DETAILS SHALL BE IN CONFORMANCE WITH THE FOLLOWING 3 SCALE: H=I"•10'; V= 1 " =10' NTS PLA-sv7c- Plf?a I _01f AAIVV5 J20CIllf SAN DIEGO COUNTY DESIGN STANDARDS OR REGIONAL STANDARD DRAWINGS: PgAlp , M i _V111 � Pa-x 2. _3"' ?VC a P P1 PF-:5 Plpz- 3 -1 ll v\(1reFtvw fl-t�r: 1v/ awkirl irwLEr 41' Pvc, A. DS-8 LOT GRADING y-paKry7p) .551 i)AT'Dk frf, sFzT'Qik ✓ - 2! , - 311 c F 3/? e� VP r B DS-10 GRADING OF SLOPES PLA, P1 ft rill C. DS-11 REQUIRED SETBACKS A. kEvl 3MP TR1EA-TwfWTTW Vt5w D. D-40 RIP RAP ENERGY DISSIPATOR :5LOpr- (Ai -V- 16 -P\ ,4 " A Vk --1, l. E. 0-75 DRAINAGE DITCHES pcc 6, -�z 7. REGARDLESS OF WHICH BMP'S ARE IMPLEMENTED THE FACE OF ALL CUT AND 440 F&F-p (Aegis PPVIN). 44 iopl� j! (E) AC tow &W i�7 KIALA 19 6 �ov A IF 9A'F PTE-T-A I L_ Exist DWY FILL SLOPES IN OA EXCESS OF 3' VERTICAL HEIGHT SHALL BE PLANTED AND 4A a Lift al, [VN kip -PrIgs PAVIM� 1A MAINTAINED WITH A GROUND COVER OR OTHER PLANTING TO PROTECT e'll,( 6" CONC. CURB �Qoiifty# 0 NC' CURB r .. .. 4'1 OR FLATTER c*p AM ano OF p4pF - 0 ...... P THE SLOPES AGAINST EROSION AND INSTABILITY. PLANTING SHALL COMMENCE FINISH GRADE PROPOSED goil➢k" 51cillov zll Oki ", tx. P V OAF ....... :DRIVEWA Y "COA, C. R AS SOON AS SLOPES ARE COMPLETED. ALL PLANTING MUST HAVE A v f---1 "C,0Al RA-VER., OVER 061 PERMANENTLY INSTALLED IRRIGATION SYSTEM 'EXIST PVC �10 CL SS 11 ri AA.4Zq Ill 8 ... SE LATERAL PAVEMENT THIS PLAN IS PROVIDED TO ALLOW FOR FULL AND ADEQUATE DISCRETIONARY _011 EXISTING FLOW LINE 1 __J14, '" ''*' .. . rl S= C OG REVIEW OF A PROPOSED DEVELOPMENT PROJECT. THE PROPERTY OWNER ACKNOWLEDGES THAT ACCEPTANCE OR APPROVAL OF THIS PLAN DOES NOT LIGHT E SECTION C-C . .............. CONSTITUTE AN APPROVAL TO PERFORM ANY GRADING SHOWN HEREON, AND "SCR 40 Pv- ar-Altv CT TO EXIST NTS AGREES TO OBTAIN GRADING PERMIT BEFORE COMMENCING SUCH ACTIVITY. SEWER LATERAL 1206-0 LID OIL AQVAI, 9. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S ...... ELBOW -�COAl r, -s k 9- FA-1 W1 22.50 'rogx tvirailk I*/ f alisii, 6 IE 144.92 PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTY IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE I GUY WIRE LEGEND: ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY TRANSFORMER ... ........ .. .. ........ ...... A_CCFSS EASEMENT SHORING t6 4 IMPROVEMENT SID. DWG. SYMBOL PRIOR TO START OF ANY WORK. ANY DISTURBANCE TO ADJACENT PRIVATE #2005- ...ACCESS 02 - 54 1 .. 6 T WALL t ll IV 4L IV . PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND PROPOSED A" PVC 7 930°40'60 "W EXISTING RIBBON GUTTER ........... ............ ... ........ GRAVITY. ... SEWER C4TERAL '110 .................... SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE L=1 8.5' AT . 43.7Y Dv"o 1 60/\ v. Q41 20. 0& 415ivg IoL7. 4 w YA# PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. Am f PER 5 jo p tllc Fog ca 611 CONCRETE CURB (TYPE B- G-6,SDRSD 10. ENGINEERING SOIL LAYER SHALL BE MIN 6" DEEP "SANDY LOAM" SOIL MIX 2Y z VA kv., 0. 3 c4plv c 7 P. Row "k 1. fh&" P66 A%EOESNIT (DRIVEWAY) G-7,G-9, C-10 WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, CLIKA-v Durl 10 vv 20-30X COMPOST OR HARDWOOD MULCH; AND 20-30% TOPSOIL. VEGETATED SWALES OP EL 1V?,04y/_ 11 ,0 pv-\,wo -10 1 E 144,7 r/- 2�1' 158 58�41A .0 RIP RAP ENERGY DISSIPATOR MOT TO BE MODIFIED D-40 ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECH DAMS TO LIMIT THE SLOPE ..... . w -0 40 cAuLlrZA-1,v WITHOUT PERMIT FROM THE CITY OF ENCINITAS) OF THE SWAL TO 2.5% UNLESS OTHRWISE APPROVED BY DIRECTOR OF ENGINEERING 4s w1Adx4'1 tl� b-1 -jiV6j SERVICES. NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 01 a, jj U5# 2.1 CUT SLOPE SS-3 /17-A-7l 11. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF p DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WIOUTH A PERMIT FROM THE CITY. 4' POB STEEP SLOPE AND MD OPEN SPACE EASEMENT .142, (N -261-145-26 LINE TABLE APN. "�l I k LI NO. BEARING DISTANCE O--- ------------ -------- 1) 'M L6 N 67-0'03" W 5.03 tp . ....... L7 N 14-7'01" E 8.25 0 Ab. L8 N 65-4'46" W 2.36 a N ;k, A 'D L9 S 30*0'00" E 13.43 .. ... ........ ... 1361 .. ............. 0, L10 IN 59,7'09" El 7.39 Z Ln 71 co CURVE TABLE .... ... ...... -1341 FT-kr�))T NO DELTA RADIUS LENGTH I-- ----- ------ ------ d C2 CI 92#1'35" 21.39 34.67 .. .. ... . 1321-- - C2 17,329" 48.60 15.18 . ...... . ....... . C3 51#5'50" 30.12 27.13 401 LEGEND, ....... ..... 130, (R) RADIAL BEARING N ................... .... CENTER LINE ... ... re El DATA PER ROS 11793 AND .......... ...... 89-093 BA PROPERTY LINE Sipe Y4 HOUSE LOCATION 126 ... ... ......... . ..... t4 . cj _6 DEVELOPMENT PERMIT. RESO, 08-056 DRIVICDP rf ......... C11-241 ... ........................................ .......... o\ RIP RAP .... Vol 1221 -- -5jEr_-T7aW--AS, .... swilE BLK D 3, 5, wite x W ..... ..A�XWD .......... ....... . I ...... ... ..... MAP 1298 GARAGE '120'•• . CR0v7WA`)lP RAP TD PL, STEEP ... SLOPE-AND-_ ...... .... ... .. .. ... 4 ....... ------ 1181- .................... A"— OPEN SPACE EASEMENT CS 85-25150" W] /-OUTER W ... ........ ......... .......... _��HOUSE I ...... ... ...... ... .DATE- �4h' PVC IE I 2ND FLOOR ...... ...... ........................ ... .......... XM OP .550,l PIP��S OV70 SEWER LAI pr-p1r. F rd' A$.S Plj5j�, �t)(TBAO Cc l C11 S=1y 7, OS PIPE W1 CAPPW END. OVER TPP OF 0k4OUr&P RIP RAP SO SSURE T*k ol T- 09 P/551PAl TOWARD �_, SEWER 1ST FLOOR 4i_PWL�Y 440 9�&LY. CITY SEW CONECT sT SEWER SEWER PROFILE 0 L W1 22.50 ELBOW IVO ADP tVrVv W TRM TWAn- 3 WAI-F- IE 142 AAA GROUVlYp RIP &kP Ab5i'd REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE 'SPECIAL DISTRICT :,kP-V`l X SivALC 4A, 4A 1 IIIN DESCRIPTION DISC STAMPED OC 136,1968 .7*4 10 C.12 LOCATION: CONTROL SURVEY POINT 1042 n i vkrp. 14 w &rg we* Vf __T " STATION ENC-42. 2.5"SD CO ENGINEERS HORIZONTAL 1"=101 &115E I)wy t,,m-.!Aa iLLl RECORD FROM. CITY OF ENCINITAS VERTICAL 111=10' ELEVATION- DATUM. NAVD 88 6i297'p .... ... 5.11 GLEAN Ok-F sv 2.1 FILL SLOPE —SS-3 _bq ...... Qz_ -f:F,�f . 3v- .......... 0 OM MIN . ............ 150, FLOW LINE C, BMP VEGETATED SWALEISPREADING BASIN 146` A4040 L9,\ IIIIII a ._.....144'..., .... 44' - 0 FLOWLINE ............. ..... . 1-... ... `.._-1421,..... \\ STORM DRAIN CLEANOUT D-9, D-11, M-3 .... .......... 0 3 ........ LASTIC CORRUGATED STORM DRAIN PIPE (SCHEDULE 40) - -- H -OUSE ...... 0 OPROPERTY LINE FG=134.58' \- TW 134.0 1 35.0 i ANN W 128.0 EXIST. CONTOUR PROPOSED CONTOUR: 134' TYPE 'A' STRAIGHT �FL133.5 HEADWALL PER SDRSD D-30 STREET CENTER LINE -- - - - - -- F L\1 2 8.4 EXISTING WATER LINE 13W� -_ -_ --- - --- _ I& 1" COPPER SERVICE WS-09, WS-17 w ...... RIDGE, EL\=129.4 FL`12 ........ WS-09, WS-17 ec'�F_l 29.0 P DUAL WATER METER C6 f.T LO 8.9 EXISTING 4" SEWER LLATERAL . ................ ... ... - :X17 00 ... . .......... ........... . .... PROPOSED 3" SEWER LINE _S_ LO ......... _ .... 9 ao 51 FL1 28.4 ......... ............. \ ........ ......... .. cq ......... ....... I ... PROPOSED 2" PRESSURE SEWER LINE Ps cli TW 133.0 PRIVATE RIP-RAP ENER 01 5�1PA TOR . . ... ............. ........... W ..... 128. -0,_ -_ ............... ....... - I ....... PERSDRSD-0=40 TYPE USE NO. 2 .-Jill v/ DAYLIGHT LINE <t BACKING 12" THICK ... Q.,VER .... T2" D.G. EXISTING RETAINING WALL TYPE 'A'STRAIGHT ........................... ................... Fl-L"TER''BL'ANKE't'."*'�L=10'x W=4) fV_E72F VC4j-rA7r,0 0 SWAL€/SAREhDIN4 8,4/9 RETAINING WALL L --------- 71 _�OWALL PER SDRSO D-30 Ld ZY ...... __ - - ........ ......... ......... - ....... ._ ................ :: ....... 3 1 2" PRESSURE 24" PVC CAP BOTH ENDS SEWER LATERAL- 'CAP LABELED. "PRIVATE'" t 130-2 4 —//Z/ z FvRcjE wsw k 0 GRAVITY 4 SEWER LATERAL 10l' �6" CONCRETE to ENCASEMENT k, u") SEWER LATERAL In GRADING 'PLAN -24" PVC PIPE D. PEEV PERMITS SCALE: 1"=10' rn >. w M Ld L No. 63122 x 0. 08-056 06-30-12 OR/CDP PERMIT N CL 3 xp. SPECIAL USE PERMIT NO. N/A E sT CIVIL tiP PRIVATE MANHOLE DETAIL SE LATERAL OF CAL TENTATIVE MAP NO. N/A F- cl Ld nrczTrNrn Ry nRAWN RY By 0 <1 UP I UP DP APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRRED GRADING PLAN FOR: u TOPTCHEV/TOPCHEV RESIDENCE z DATE . 02-04-10 u A- ll� By,. AA AA BY: max 331 KILKENNY DRIVE w OIMITAR PEEV 10493-G .. R.C.E. NO. C-63122 Lu CARDIFF, CA 92007 z ENGINEER NAME DATE-. 1(/611240( ll� DATE: 0 z EXP. 16--30-10 PLANING CASE NO: 08-056 COP APN 261-145-26,27 — SHEET 2 OF 5 6' Below Grading Conform Fiber Rolls Spaced 4 Equally Along Slope (See Notes) v i Fiber Rolls Spaced Equally Along Slope (See Notes) Stagger Joints 5.0' to 10.0`. 1 f t Above Toe of Slope �- Grading Conform or Toe of Slope PERSPECTIVE TEMPORARY FIBER ROLL c NO SCALE Grading Conform or Top of Slope /X-j r -,I=5„ Typ 0.5" plate 0.25" SECTION C -C Vertical 0, bar Typ 8 C — Vertical bars PLAN TYPICAL CORRUGATED STEEL PANEL DETAIL CONSTRUCTION ENTRANCE NO SCALE 0.5" ( Varies 1 Slope Inclination i Fiber R( Excavated Material Fiber HoII Typ 7.5" Typ �) f" C STORMWATER MANAGEMENT NOTES Excavated 1 1. DURING THE RAINY SEASON FROM OCTOBER 1ST TO APRIL 30TH THE AMOUNT material O CL i� ° C CAN BE ADEQUATELY PROTECTED WITHIN 48 HOURS OF A PREDICTED RAIN. Slope 2 2. 125% OF ALL NEEDED BMP MATERIALS SHALL BE STORED ONSITE YEAR - o R C — Vertical bars PLAN TYPICAL CORRUGATED STEEL PANEL DETAIL CONSTRUCTION ENTRANCE NO SCALE 0.5" ( Varies 1 Slope Inclination i Fiber R( Excavated Material Fiber HoII STORMWATER MANAGEMENT NOTES Excavated 1 1. DURING THE RAINY SEASON FROM OCTOBER 1ST TO APRIL 30TH THE AMOUNT material O OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH ° C CAN BE ADEQUATELY PROTECTED WITHIN 48 HOURS OF A PREDICTED RAIN. Slope 2 2. 125% OF ALL NEEDED BMP MATERIALS SHALL BE STORED ONSITE YEAR - o R ROUND, TO ALLOW FULL DEPLOYMENT AND INSTALLATION WITHIN 48 HOURS OF �. A A PREDICTED RAIN. 3. THE PROPERTY OWNER SHALL COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMPs THAT HAVE BEEN INCORPORATED INTO SECTION T THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT ONSITE EROSION AND TO PREVENT DISCHARGES OF POLLUTANTS FROM LEAVING THE TEMPORARY F FIBER ROLL S SITE. MAINTENANCE OF BMPs IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPs MAY NO S SCALE ® R RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN DIEGO OR OTHERS. IF INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. �. 4 4. PERIMETER SEDIMENT CONTROL BMPs SHALL BE INSTALLED IMMEDIATELY AFTER THE AREA TO BE GRADED IS BRUSHED OR CLEARED, BUT PRIOR TO THE START OF GRADING OPERATIONS. \ \ \ 5 5. EROSION CONTROL BMPs USED FOR SLOPE STABILIZATION SHALL BE INSTALLED AS SOON AS THE FINISHED SLOPES ARE COMPLETE. \ \� \ { {� Vi;µ �• 6 6. A PERIMETER BMP INSPECTION IS REQUIRED ON THE FIRST DAY OF GRADING. 7. THE BMP's ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT MODIFIED \� � �� •� '" O OR REMOVED WITHOUT A PERMIT FROM THE CITY. \ ! 8 ..- A 8. THE AREAS DESIGNATED FOR BMP SHOULD BE NOTED IN LANDSCAPE PLANS ;C i5\ " " lti ✓��g1• 8 Via: � L LEGEND 7 1 E EXISTING E EDGE OF PAVEMENT S TA ll-:, - - - - IMPROVEMENT STD, DWG. NO. \ D�1,f <' Ct�k1�3 SIOPF g LLED C - 2,SDG -1@@ R �� C°�1"G •_P.}fi -- F ��V .<- � 0 3 Gol�GK>ri'$ tOA�Y�4� o• o, p. , a5" P66 PAVEhENf (DRIVEWAY) 6- 7,6-9, 6-10 TGa TEMPORARY FIBER ROLL: ..r...........r. TFR, 9' 0.48 ,; P07A4�1AIC W�kLi `... : MODIFIED - -- 1;X� RIP RAP ENERGY DISSIPATOR (NOT TO BE MOD D -4@ — 15s 73 \ �� -- WITHOUT PERMIT FROM THE CITY OF ENCINITAS) e ............._...... \ q2 I - - STABILIZED CONSTRUCTION ENTRANCE: .. y i lS 160 9 \ o_ 2:1 CUT SLOPE SS -3� is � .. ..� �. �\ \ 2.1 FILL SLOPE SS -3 r \ T - \ FLOW LINE O.ez MAN \ ' " rirrrrir .� /. �. \ 158 156' W160.0 \ 1 �.,, �\ gW154.0 \ 17 SS -1 @,SC 6 &8 C3= 7OCZ7TGeB0 \ GRAVEL BAGS �... `- ......... r�e� ��A........152,....... \� VEGETATED SWALE /SPREADING BASIN .... R .:.....\........150' ... � FLOWLINE 146' F \ ............. 148'-- MEN STORM DRAIN CLEANOUT D -9 D -11 M -3 rs •o � EPSE 50 STORM TFFk . 146,..._,.. G &� 1q2 1 _. , \ \5� C #�a, PROPERTY LINE - - `] \ \ �� ........ ........144 +..... \00 1j , l �.... F ( \ 1a2 \ EXI ST. CONTOUR �� 4e rrrr r..:r..r. rrr.... .140 '....... \\ \ PROPOSED CONTOUR: ... 138 ' o ........ .... .. \.. HOUSE _ 36 1 .. - PAD FG= 134.58' `i,� CEO \ 0 «" ]38' TW 128.0 ?' 17 FL1 35.0 !! "rrrrrwrr! .� G� y' �\ T 1 P \ MATERIAL DELIVERY & STORAGE. WM 1 _ ...136 I y �....... ...._. _ ti 3 "D.D. I YENN t \�� .`�.13s,..... CONCRETE WASTE MANAGEMENT: WM° 8 � � �� ..... rirrrrrrr rrrrr \ M `J 1 -]34° __ { ,,, 134'x— TYPE 'A' STRAIGHT �� - .. SOLID WASTE MANAGEMENT: HEADWALL PER r rrr . h ,a,isrr �, ! ... . S\ D R SD D-30 132' 0 132 FL\ k28.4 1I ................ SANITARY WASTE MANAGEMENT: WM— 9 6 HAZARDOUS WASTE MANAGEMENT: WM ... .... RIDGE, EL\ =129.4 7 FWf-sc Tmus. ............ � c6 ST ABILIZED CONS TR UCTION ENTRANCE: 0. o C. _$ Q .. _. ..... STREET CENTER LINE --- - - - - -- 5 28 9 a rrrrrrrrrrr \ °6 o d • v FRr.. .... _ - 1 rr._.... _ �. ❑ W LO er rrr rrrtt. FL128.4 ... .' \. ai �--- -- �� , - WATER LINE AND METER �- T4Y 133.0 T. G 4.. SE AL c 124.... PRIVATE RIP RAP EVER "DIS §IPA OR BW 128..0 ........, PER SDRSD 'D -40, TYPE USE NO. 2 _. a BACKING 12" THICK, Q,V.ER.. 1.2" D.G. ROP D 4" SE U EXISTIN SEWER LATER - 122' . -. ".. TYPE 'A "', S .8AI.Gi.-IT - P OSE WER LINE .. - - o 1� N 26 J O 1 rJ - J .�.:J ............. ........ FILTER...BLANKr T (L =10'x W =4'J W ..... ...................... HEADWALL PER `SDRSD 6=30 ............ EXSITING RETAINING WALL _.._ -- o iz0. �F' N. 26 J -01 O- 130 -.2 ...._� .. ... 118'... -- 1)VL RETAINING WALL :za„ ......._ 116 !� ), ' r, T _ � JEr % a�,; I ROFESS10 o ................... .. 10 111140111! �Efil�s'' EROSION COKTR'OL PLAN') e N �2 SCALE: 11 -10' L ��. a�, � D. PEE V m PERMITS m y? NoXP 063 30? 12 A DR /COP PERMIT NO. 08 -056 LU Cr CIVIL a SPECIAL USE PERMIT NO. N/A S�. tip r 4;ZL� OF CAL 11 TENTATIVE MAP NO. N/A f 0 w REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE S W A (. E DESCRIPTION: DISC STAMPED OC 136,1968 13\%,ftAS4 Amp AA A A LOCATION: CONTROL SURVEY POINT 1042 STATION ENC -42. 2.5 "SD CO ENGINEERS HORIZONTAL 1 " =10' it B vw , RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =10' ELEVATION: DATUM: NAVD 88 SPECIAL DISTRICT • DP DP DP APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR D EROSION CONTROL PLAN: T O PT C H E V/ T 0 P C H E V RESIDENCE z DATE : 02-04-10 331 KILKENNY DRIVE L ® DITAR PEEV BY: BY: 10493-G w R.C.E. NO. C -63122 CARDIFF, CA 92007 ? ENGINEER NAME 06 -30 -10 DATE: I { 1°11 201 o DATE: Ili o A P N 261 -145 - 26, 27 z EXP. PLANING CASE NO: 08 -056 CDP SHEET 3 OF 5 w REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE S W A (. E DESCRIPTION: DISC STAMPED OC 136,1968 13\%,ftAS4 Amp AA A A LOCATION: CONTROL SURVEY POINT 1042 STATION ENC -42. 2.5 "SD CO ENGINEERS HORIZONTAL 1 " =10' it B vw , RECORD FROM: CITY OF ENCINITAS VERTICAL 1 " =10' ELEVATION: DATUM: NAVD 88 SPECIAL DISTRICT • DP DP DP APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR D EROSION CONTROL PLAN: T O PT C H E V/ T 0 P C H E V RESIDENCE z DATE : 02-04-10 331 KILKENNY DRIVE L ® DITAR PEEV BY: BY: 10493-G w R.C.E. NO. C -63122 CARDIFF, CA 92007 ? ENGINEER NAME 06 -30 -10 DATE: I { 1°11 201 o DATE: Ili o A P N 261 -145 - 26, 27 z EXP. PLANING CASE NO: 08 -056 CDP SHEET 3 OF 5 w ENGINEER b. THE FOOTING EXCAVATIONS SHALL EE KEPT FREE FROM 1. THESE PRAWNGS REPRESENT THE FINISHED STRUCTURE AND DO NOT 8. THE GENERAL CONTRACTOR SHALL PERFORM A PRE - CONSTRUCTION SURVEY AND ESTABLISH MON MENT8 INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS FROM EXISTING ADJACENT STRUCTURES PRIOR RD THE START OF SHORING WORK LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY RESPONSIBLE FOR ALL TEMPORARY BRACING, SNORING AND SUPPORT 9. TO PRECENT ENCROACHMENT INTO THE PROPOSED STRUCTURE WALLS, THE CONTRACTOR SHALL MONITOR FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND NECESSARY TO ACHIEVE THE FINISHED STRUCTURE. THE FACE OF EACH AND EVERY SOLDIER PILE AT PONTS ALONG THEIR LENGTH AS THE EXCAVATION APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER TO INSURE DESCENDS ON A WEEKLY BASIS, SURVEY DATA SHALL BE REDUCED AND INTERPRETED AND TRANSMITTED COMPLIANCE WITH THE REQUIREMENTS. TO THE SHORING ENGINEER 1. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH (U.O.N.) WOOD NOTES` 10. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE PLANS OR AS 8. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST DIRECTED BY 144E SHORING ENGINEER SOLDIER BEAMS SHALL BE DRIVEN INTO POSITION OR PLACED N 1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (D.F) OR LARCH WITH THE GRADE DRILLED SHAFTS AS SHOWN IN THE SECTION/DETAILS. BE APPROVED BY THE STRUCTURAL ENGINEER MARKED BY A RECOGNIZED GRADING AGENCY (W C.L.A. AND W.W.P.A.). 11. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE 9. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., 2. WOOD GRADES (UNLESS OT14ERNIBE NOTED) EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ENCOUNTERED DURING EXCAVATION AND BACKFILLINCG. ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2' W A. FOR HORIZONTAL MEMBERS, AND 2. OUT OR AS OTHERWISE AUTHORISED BY THE SHORING ENGINEER l0. CONTRACTOR L GRACE TT PROTECT FROM LATERAL LOADS ALL JOIST'S 4 RAFTERS GRADE- NO. 2 12. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN, IF BEAMS ARE PLACED IN PRE - DRILLED SHAFTS, RETAINING WALLS UNTIL ATTAGHMCG FLOORS OR SLABS ARE COMPLETELY BACKPILL THE TOE WITH EITHER LEAN CONCRETE OR HARD ROCK CONCRETE AS SHOWN W THE DETAILS. N PLACE AND HAVE ATTAINED FULL STRENGTH, OR SHEATHED. BEAMS STRINGERS GRADE- NO. 2 (U.O.N.) FILL THE REMAINDER OF THE SHAFT WITH LEAN CONCRETE. II. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN PURLINS GRADE: NO. 1 13. START EXCAVATION AND LAGGING N LIFTS NOT GREATER THAN FIVE (5) FEET OR AS OTHERWISE BUILDING AREA SHALL Es£ MECHANICALLY COMPACTED IN 81,113- PUR.N$s AUTHORIZED BY THE 8HORWG ENGINEER CONTINUE THIS EXCAVATION/LAGGING PROCEDURE UNTIL BOTTOM 2X4 GRACE- NO. 1 OF EXCAVATION 18 REACHED. LAYERS TO T' E APPROVAL OF THE GEOTECHNICAL OR STRUCTURAL 2X6 GRADES NO. 2 ENGINEER FLOODING WILL NO? BE PERMITTED (U.O.N.) LEDGERS 4 NAILERS GRADES NO. 2 12. ALL 14OLDOWINS SHALL BE TIED IN PLACE HEADERS GRADE: NO. 2 (U.O.N.) PRIOR TO FOUNDATION INSPECTION. y- 13. ALL SILL PLATE$ (P.T.D.F.) WITH 5/880 A.B. x 121 AT 48' (U.O.N. B. FOR VERTICAL MEMBERS, TOP 4 BOTTOM PLAIEbt MATCH VERTICAL MEMBERS, ON PLANS) W/ 1/4'x3'x3" PLATE WASHERS. GRADE n MIN. (U.O.N.). 14. MINIMUM A.B. SPACING, 5/8' # A.B.'S • 60' • EXTERIOR WALLS (LI.O.N.). 4X POST GRADE: NO. 2 1/3200 ITN RAMSET/REDHEAD PIN • 323. (ICC -ESR 1119) FOR INTERIOR WALLS 6X POST GRADES NO. I WITH WALLS SHEAR LP-88 THAN I00GA-T. ONLY, STUDS; GRADES STUD OR BETTER l0' MAX. N.O.N.) I5. FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWINGS. S. ALL SILLS, PLATE$ 4 LEDGERS N CONTACT WIT44 CONCRETE OR MASONRY SHALL BE 16. POST TENSION SHOP DRAWING SHALL BE SUBMITTED 7O PRESSURE TREATED (P.T.D.F.). BOLTS SHALL BE PLACED 9' MAX. FROM THE END OF ENGINEER OF RECORD FOR REVIEW PRIOR 70 CONSTRUCTION A BOARD OR A NOTCH IN THE BOARD AND SPACED AT INTERVALS NOTED N PLANS OR SCHEDULES. ( 2 BOLTS MIN./PIECE). SEEM bC'M 4. ALL PLYWOOD AND 065 SHALL BE CERTIFIED AS CONFORMING TO U.B. PRODUCTS STANDARD P6 -2 -92 BY A CERTIFICATION AGENCY APPROVED BY THE NATIONAL I. CONCRETE N ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE EVALUATION SERVICES INC. OR FCC. COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE MOTES: S. ALL BOLT HEADS AND NUTS BEARING ON WOOS SMALL HAVE WASHERS. ALL BOLT A. SLAB ON GRADE (NO BP. INSP.) PSI HOLES N WOOD SHALL BE DRILLED I/Ib' MAX DIAMETER LARGER THAN NOMINAL BOLT DIAMETER I B. PILES 25M PSI 6. PROVIDE JOIST(S) UNDER ALL PARALLEL NON- NG: PARTITIONS PER DETAIL C. WALLS "I 11 /SM AND SOLID BLOCKING UNDER ALL ICULAR NON-BEARING PARTITIONS. D. CIP BEAMS 4 STRUCTURAL $LABS "1 1. ALL FRAMING ANCHORS, POST CAM, COL. BASES, TC. NOTED ARE MANUFACTURED 9QUAL- OTHER HARDWARE COMPANIES E. COLUMN P81 (I.E. B 'ACS, USPs) MAY BE SUBS" ITUT€D PROVIDED ALL PRODUCTS HAVE A C IRIENT F. POST TENSION SLAB �I ICC REPORTS AND EGMIVALENT LOAD CAPACITIES. USE COMMON NAILS AS SPECIFIED BY MANUFACTURER G. GRADE BEAMS (GB'S) FSI ' 8. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH ONE H. CONCRETE OVER STEEL DECKS "I CONTINUOUS BEAD OF AN ADHESIVE COMPOUND CONFORMING TO ASTM D 3024, AND N ACCORDANCE WITH MANUFACTURERS DIRECTIONS. 2. LIGHT WEIGHT CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY 9. CUTTING, NOTC4NG OR DRILLING OF BEAMS OR JOISTS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER AND /OR PER CSC SECTION 2308. RANGE OF 16 POP MAXIMUM AND 100 PCF MINIMUM. 3. COMPRESSIVE STRENGTH TEST REPORTS SMALL BE SUBMITTED TO THE �. DIAMETERS T WOOD SHALL NOT E{E LESS THAN 1 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER (U.O.N.). ENGNEER WHEN CONCRETE REQUIRES SPECIAL INSPECTION. (SPEC. NSP. WILL 11. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED B %. BE REQUIRED FOR ALL LONG. W/ PC GREATER THAN 2500 PSI.) 4. CEMENT SHALL CONFORM TO ASTM C -150, TYPE I OR TYPE IL 12. ALL NAILS SHALL 06 COMMON NAILS (U.O.N.). S. AGGREGATES FOR NORMAL WEIG14T CONCRETE SHALL CONFORM TO ASTM 13. FASTENERS FOR PRESERVATIVE- TREATED AND FIRE - RETARDANT- TREATED WOOD SHALL C -33. AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C -330 BE OF HOT DIPPED ZINC- COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER WITH WEIGHTS PER ASTM A 153. FASTNERS OTHER THAN NAILS, AND SCREWS 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED N ACCORDANCE SHALL BE PERMITTED TO BE OP MECHANICALLY DEPOSITED ZINC COATED STEEL WITH WITH ASTM C- 94 -81. WEIGHTS PER ASTM B 6%, CLASS 55 MNIMUM. 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. ADMIXTURE (COMPLYING WITH ASTM A4%4) USED TO INCREASE THE WORKABILITY OP THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). 1. STRUCTURAL. WORK 844ALL B£ PERFORMED N ACCORDANCE WITH THE 8. WATER SHALL BE CLEAN, FREE PROM DELETERIOUS AMOUNT CF ACIDS, 'AISC SPECIFICATION FOR DESIGN, FABRICATION AND ALKALIS OR ORGANIC MATERIALS. ERECTION OF STRUCTURAL STEEL BUILDINGS ", LATEST EDITION. S. REFER t0 ARCHITECTURAL PRA14INGS FOR MOLDS, GROOVES, 2. ALL STEEL SHAPE$, PLATES AND BARS SHALL CONFORM TO ASTM A36 N.O.N.). OWIA LENTS; GIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND FOR EXTENT OP DEPRESSIONS, CURBS, AND RAMPS. 3. USE GRADE 50, AUb12 OR DUAL CERTIFIED FOR WIDE FLANGE BEAMS AND COLUMNS. W DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE GAME SIZE, GRADE 4. ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM -A500, GRADE 'B' P.46.ke1 AND BRACING A8 VERTICAL WALL REINFORCING. LS SHALL N.O.N.). S. ALL STEEL PIPES SHALL CONFORM TO ASTM -A53 GRADE -B. 11. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4' FOR FOCtINGS, 6. MACHINE BOLTS, ANCHOR BOLTS, SHALL TO ASTM A -301 (U.O.N.). BLACS ON EARTH AND MASS CONCRETE AND 5" FOR OTHER CONCRETE. 1. NUTS FOR MACHINE BOLTS SMALL CONFORM TO AAVrM A563, HEX GRADE 'A'. DURING TEMPERATURES ABOVE 80 F, MAXIMUM OF 6- SLUMP IS PERMISSIBLE S. HIGH STRENGTH BOLTS SHALL CONFORM t0 A01M A325. PROVIDED THE MIX DESIGN 18 REVISED ACCORDINGLY BY THE TESTING 9. NUTS FOR HIGH STRENGTH BOLTS SMALL BE HEA MEK, GRADE 'C' LABORATORY. MEASURE SLUMP IN ACCORDANCE WITH "METHOD OF TEST FOR CONFORMING WITH ASTM A563. SLUMP" OF PORTLAND CEMENT CONCRETE ASTM C143. 10. ALL WELDING SHALL CONFORM TO A.W.S. STANDARDS. MELDING SHALL BE PERFORMED 12. NO SLEEVES OR CHASER SHALL BE PLACED N BEAMS, SLABS OR WALLS BY WELDERS HAYING A CURRENT CERTIFICATE. WELDS IDENTIFIED AS REQUIRING EXCEPT AS SHOWN ON PLANS. CONTRACTOR SMALL OBTAIN PRIOR APPROVAL FOR NBTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT CONTINUOUS SPECIAL. INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE SHALL 13E PLACED N THE CONCRETE TOPPING OVER STEEL DECKING. WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER THE APPROVED S. SLEEVE PLUMBING OPENING N CONCRETE WALLS AND SLABS BEFORE FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE N ACCORDANCE WITH CBC PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. SECTION 1104.2 THE CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC INSPECTOR PRIOR TO ERECTION OF THE PREFABRICATED COMPONENTS. PRIOR TO 714E SHALL B£ FORMED WITH A G4' CHAMFER START OF WORK THE SPECIAL INSPECTOR SHALL CHECK WELDER CIUALIFICATION AND 15, CONTRACTOR SHALL SUBMIT MIX DESIGt4S POR REVIEW BEFORE VERIFY THAT WELDING PROCEDURE SPECIFICATION HAVE BEEN APPROVED AND ARE FABRICATION AND INSTALLATION. APPLICABLE TO THE WORK INTENDED. THE SPECIAL INSPECTOR SHALL CONTINUOUSLY 16. N THE EVENT OF AN UNINTENTIONAL COLD JOINT, THE CONTRACTOR OBSERVE THE WELDING WHILE BEING PERFORMED. SHALL REMOVE ALL LAITENCE AND DELETERIOUS MATERIAL t0 PROVIDE A II. ALL WELDING SHALL CONFORM TO CBC SECTION 04.3 U.O.N. SOUND, CLEAN, ROUGH SURFACE AND USE A BONDING AGENT THAT PRODUCES 12. ALL WELDS 70 BE E10XX. A HIGHER STRENGTH JOINT THAN THE CONCRETE USED - PC + 25% MINIMUM. 13. ALL FIELD WELDS TO BE SPECIAL INSPECTED. U.O.N. ON PLAN. R. CONCRETE COVER SHALL BE N ACCORDANCE WITH SECTION 1.1 OF ACI 318, 14. ALL FULL PENETRATION GROVE WELDS FOR DUOT LE MOMENT FRAME MEMBERS SHALL BE 16. 00 NOT DISPLACE RE15AR PROM THEIR INTENDED POSITION ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL. DURING PLACEMENT OF CONCRETE. CONFORM t0 THE LATEST EDITION OF AWS DLI SECTION 5 AND 6. 15. WEB CONNECTION OF RIGID FRAME BEAMS SHALL BE TICsHTENED UNTIL PLANGE WELDS ARE COMPLETE ALONG EACH LINE OF UMNS AT EACH LINE OF FLOOR 16. HIGH STRENGTH BOLTING OF MAN MEMBERSs A. NON -RIGID FRAME CONNECTIONS LISTED BELOW SHALL HAVE ASTM A325N OR OR ASTM A490N HIGH STRENGTH BOLTS U.O.N. QROFESSrO 1. BEAMS AND GIRDERS t0 COLUMNIS HOROWRZ h�p�o P o 2. BEAMS TO GIRDERS HTKKLISW.M TAYLOR a, 3. BEAM$ TO BEAM$ N 3 a S. NON -RIGID FRAME CONNECTIONS (GIRDER t0 COLUMNS): STRUCTURAL ENGINEERS " 9• ves * 3/31/07 � * A81M A3258C OR ABTi'1 d49080 HIGH STRENGTH BOLTS U.O.N. 14288 Danielson Street . Suite #200 sT eT CIuU4 0�P Poway, CA 92064-8819 OF CAV C. OTHER HIGH STRENGTH #025 SOLTS TO BE TESTED OCCASIONALLY AS DIRECTED f ED . (858) 679 -8989 " Fax (858) 679 -8959 BY THE STRUCTURAL ENGNEM MATERIAL, SYSTEM, COMPONENT AND 1 TYPE OF SPEC. INSP. i INSPECTION NOTES CONTINUOUS I PERIODIC WORK REQUIRED TO HAVE SPEC. HOP. SHORNO AND SOLDER PILE NOTES FQLdNDATION 1. NOTES MAXIMUM DESIGN SOIL PRESSUREs 5000 P8F r EN8:INOM I. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS I. UNLESS OTHERWISE NOTED, THE SHORING AND SUPPORT SYSTEMS DEPICTED WITHIN THESE pRAWIMG ARE X BEFORE STARTING WORK AND THE DESIGNER SHALL. BE NOTIFIED TEMPORARY SYSTEMS WITH A LIMITED STRUCTURAL LIFE, THEY ARE INTENDED TO FACILITATE THE PILE FOOTINGS: 8000 PSF IMMEDIATELY OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS CONSTRUCTION OF PERMANENT STRUCTURES. THEREFORE, THE NEW STRUCTURES MUST BE DESIGNED TO X BE SCALED FROM PLANS, SECTIONS, OR 091-AILS ON THESE DRAWNGS. ACCOMMODATE ALL APLLICA15LE LOADS ON A PERMANENT BASIS. PAD FOOTINGS; POP 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE 2. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH 714E INSTALLATION OP THE BHORWG SYSTEM TO 2. SEE SOILS REPORT BYs COAST GEOTECHNICAL WORKING DRAWINGS AND OR SPECIFICATIONS SHALL BE BROUGHT TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. DENSITIES AND LIFT T44IC0ESSES DURING X THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK 3. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT AND CRANES SHALL NOT OR LOCATED WITHIN TEN (10) FEET OF PROJECT NO.s W.O.P. - 439114 SO INVOLVED. THE SHORNGG BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR N THE DESIGN AND SPECIFICALLY SHOWN DATED: MARCH 11. 2010 3. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY IN T14ESE DRAWINGS. 4. 714E GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT 3, ALL FOOTR4G t0 BE A MINIMUM OF: BELOW NATURAL GRADE SHOWN OR NOTED ON STRUCTURAL DRAWING. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED. ANY VARIATIONS TO THE SHORING ENGINEER S. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE _ BELOW FINISH GRADE 4. THE CONTRACTOR SHALL DETERMINER THE LOCATION OF EXISTING UTILITY PROVISIONS OF POCKETS, BLOCKODUTS, OFFSETS AND ANY OTHER ITEMS THAT MIGHT BE IN CONFLICT WITH, 4. SOILS COMPACTION AND SITE PREPARATION TO BE IN ACCORDANCE- SERVICES IN THE AREA TO BE EXCAVATED FRIOR TO BEGINNING OF EXCAVATION. INSPECTION OF REM. STEEL, INCLUDING OR AFFECTED BY, THE SHORINCs. 6. ALL INSPECTIONS SERVICES, MATERIAL TESTING OR NOTIFICATION SHALL BE THE RESPONSIBILITY OF THE X WITH SOILS REPORT. ALL WORK TO BE DONE UNDER 5. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM t0 THE s REQUIREMENTS OF THE 2001 EDITION OF THE 'CALIFORNIA BUILDING CODE'. VERIFYING USE OF REQUIRED DESIGN MIX THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWNG FOR TAKING TEST SAMPLES 1. ALL STRUCTTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, S. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND INSPECTION OF CONCRETE REVIEW BEFORE FABRICATION AND INSTALLATION. CONNECTIONS, SHAPES AND /OR MATERIALS MAY BE USED SUBJECT TO THE APPROVAL OF THE SHORING AND SHOTCRETE PLACEMENT TRUE TO LINE WITH LOOSE MATERIAL REMOVED PROM EXCAVATION. ENGINEER b. THE FOOTING EXCAVATIONS SHALL EE KEPT FREE FROM 1. THESE PRAWNGS REPRESENT THE FINISHED STRUCTURE AND DO NOT 8. THE GENERAL CONTRACTOR SHALL PERFORM A PRE - CONSTRUCTION SURVEY AND ESTABLISH MON MENT8 INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS FROM EXISTING ADJACENT STRUCTURES PRIOR RD THE START OF SHORING WORK LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY RESPONSIBLE FOR ALL TEMPORARY BRACING, SNORING AND SUPPORT 9. TO PRECENT ENCROACHMENT INTO THE PROPOSED STRUCTURE WALLS, THE CONTRACTOR SHALL MONITOR FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND NECESSARY TO ACHIEVE THE FINISHED STRUCTURE. THE FACE OF EACH AND EVERY SOLDIER PILE AT PONTS ALONG THEIR LENGTH AS THE EXCAVATION APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER TO INSURE DESCENDS ON A WEEKLY BASIS, SURVEY DATA SHALL BE REDUCED AND INTERPRETED AND TRANSMITTED COMPLIANCE WITH THE REQUIREMENTS. TO THE SHORING ENGINEER 1. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH (U.O.N.) WOOD NOTES` 10. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE PLANS OR AS 8. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST DIRECTED BY 144E SHORING ENGINEER SOLDIER BEAMS SHALL BE DRIVEN INTO POSITION OR PLACED N 1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (D.F) OR LARCH WITH THE GRADE DRILLED SHAFTS AS SHOWN IN THE SECTION/DETAILS. BE APPROVED BY THE STRUCTURAL ENGINEER MARKED BY A RECOGNIZED GRADING AGENCY (W C.L.A. AND W.W.P.A.). 11. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE 9. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., 2. WOOD GRADES (UNLESS OT14ERNIBE NOTED) EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ENCOUNTERED DURING EXCAVATION AND BACKFILLINCG. ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2' W A. FOR HORIZONTAL MEMBERS, AND 2. OUT OR AS OTHERWISE AUTHORISED BY THE SHORING ENGINEER l0. CONTRACTOR L GRACE TT PROTECT FROM LATERAL LOADS ALL JOIST'S 4 RAFTERS GRADE- NO. 2 12. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN, IF BEAMS ARE PLACED IN PRE - DRILLED SHAFTS, RETAINING WALLS UNTIL ATTAGHMCG FLOORS OR SLABS ARE COMPLETELY BACKPILL THE TOE WITH EITHER LEAN CONCRETE OR HARD ROCK CONCRETE AS SHOWN W THE DETAILS. N PLACE AND HAVE ATTAINED FULL STRENGTH, OR SHEATHED. BEAMS STRINGERS GRADE- NO. 2 (U.O.N.) FILL THE REMAINDER OF THE SHAFT WITH LEAN CONCRETE. II. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN PURLINS GRADE: NO. 1 13. START EXCAVATION AND LAGGING N LIFTS NOT GREATER THAN FIVE (5) FEET OR AS OTHERWISE BUILDING AREA SHALL Es£ MECHANICALLY COMPACTED IN 81,113- PUR.N$s AUTHORIZED BY THE 8HORWG ENGINEER CONTINUE THIS EXCAVATION/LAGGING PROCEDURE UNTIL BOTTOM 2X4 GRACE- NO. 1 OF EXCAVATION 18 REACHED. LAYERS TO T' E APPROVAL OF THE GEOTECHNICAL OR STRUCTURAL 2X6 GRADES NO. 2 ENGINEER FLOODING WILL NO? BE PERMITTED (U.O.N.) LEDGERS 4 NAILERS GRADES NO. 2 12. ALL 14OLDOWINS SHALL BE TIED IN PLACE HEADERS GRADE: NO. 2 (U.O.N.) PRIOR TO FOUNDATION INSPECTION. y- 13. ALL SILL PLATE$ (P.T.D.F.) WITH 5/880 A.B. x 121 AT 48' (U.O.N. B. FOR VERTICAL MEMBERS, TOP 4 BOTTOM PLAIEbt MATCH VERTICAL MEMBERS, ON PLANS) W/ 1/4'x3'x3" PLATE WASHERS. GRADE n MIN. (U.O.N.). 14. MINIMUM A.B. SPACING, 5/8' # A.B.'S • 60' • EXTERIOR WALLS (LI.O.N.). 4X POST GRADE: NO. 2 1/3200 ITN RAMSET/REDHEAD PIN • 323. (ICC -ESR 1119) FOR INTERIOR WALLS 6X POST GRADES NO. I WITH WALLS SHEAR LP-88 THAN I00GA-T. ONLY, STUDS; GRADES STUD OR BETTER l0' MAX. N.O.N.) I5. FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWINGS. S. ALL SILLS, PLATE$ 4 LEDGERS N CONTACT WIT44 CONCRETE OR MASONRY SHALL BE 16. POST TENSION SHOP DRAWING SHALL BE SUBMITTED 7O PRESSURE TREATED (P.T.D.F.). BOLTS SHALL BE PLACED 9' MAX. FROM THE END OF ENGINEER OF RECORD FOR REVIEW PRIOR 70 CONSTRUCTION A BOARD OR A NOTCH IN THE BOARD AND SPACED AT INTERVALS NOTED N PLANS OR SCHEDULES. ( 2 BOLTS MIN./PIECE). SEEM bC'M 4. ALL PLYWOOD AND 065 SHALL BE CERTIFIED AS CONFORMING TO U.B. PRODUCTS STANDARD P6 -2 -92 BY A CERTIFICATION AGENCY APPROVED BY THE NATIONAL I. CONCRETE N ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE EVALUATION SERVICES INC. OR FCC. COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE MOTES: S. ALL BOLT HEADS AND NUTS BEARING ON WOOS SMALL HAVE WASHERS. ALL BOLT A. SLAB ON GRADE (NO BP. INSP.) PSI HOLES N WOOD SHALL BE DRILLED I/Ib' MAX DIAMETER LARGER THAN NOMINAL BOLT DIAMETER I B. PILES 25M PSI 6. PROVIDE JOIST(S) UNDER ALL PARALLEL NON- NG: PARTITIONS PER DETAIL C. WALLS "I 11 /SM AND SOLID BLOCKING UNDER ALL ICULAR NON-BEARING PARTITIONS. D. CIP BEAMS 4 STRUCTURAL $LABS "1 1. ALL FRAMING ANCHORS, POST CAM, COL. BASES, TC. NOTED ARE MANUFACTURED 9QUAL- OTHER HARDWARE COMPANIES E. COLUMN P81 (I.E. B 'ACS, USPs) MAY BE SUBS" ITUT€D PROVIDED ALL PRODUCTS HAVE A C IRIENT F. POST TENSION SLAB �I ICC REPORTS AND EGMIVALENT LOAD CAPACITIES. USE COMMON NAILS AS SPECIFIED BY MANUFACTURER G. GRADE BEAMS (GB'S) FSI ' 8. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH ONE H. CONCRETE OVER STEEL DECKS "I CONTINUOUS BEAD OF AN ADHESIVE COMPOUND CONFORMING TO ASTM D 3024, AND N ACCORDANCE WITH MANUFACTURERS DIRECTIONS. 2. LIGHT WEIGHT CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY 9. CUTTING, NOTC4NG OR DRILLING OF BEAMS OR JOISTS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER AND /OR PER CSC SECTION 2308. RANGE OF 16 POP MAXIMUM AND 100 PCF MINIMUM. 3. COMPRESSIVE STRENGTH TEST REPORTS SMALL BE SUBMITTED TO THE �. DIAMETERS T WOOD SHALL NOT E{E LESS THAN 1 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER (U.O.N.). ENGNEER WHEN CONCRETE REQUIRES SPECIAL INSPECTION. (SPEC. NSP. WILL 11. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED B %. BE REQUIRED FOR ALL LONG. W/ PC GREATER THAN 2500 PSI.) 4. CEMENT SHALL CONFORM TO ASTM C -150, TYPE I OR TYPE IL 12. ALL NAILS SHALL 06 COMMON NAILS (U.O.N.). S. AGGREGATES FOR NORMAL WEIG14T CONCRETE SHALL CONFORM TO ASTM 13. FASTENERS FOR PRESERVATIVE- TREATED AND FIRE - RETARDANT- TREATED WOOD SHALL C -33. AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C -330 BE OF HOT DIPPED ZINC- COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER WITH WEIGHTS PER ASTM A 153. FASTNERS OTHER THAN NAILS, AND SCREWS 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED N ACCORDANCE SHALL BE PERMITTED TO BE OP MECHANICALLY DEPOSITED ZINC COATED STEEL WITH WITH ASTM C- 94 -81. WEIGHTS PER ASTM B 6%, CLASS 55 MNIMUM. 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. ADMIXTURE (COMPLYING WITH ASTM A4%4) USED TO INCREASE THE WORKABILITY OP THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). 1. STRUCTURAL. WORK 844ALL B£ PERFORMED N ACCORDANCE WITH THE 8. WATER SHALL BE CLEAN, FREE PROM DELETERIOUS AMOUNT CF ACIDS, 'AISC SPECIFICATION FOR DESIGN, FABRICATION AND ALKALIS OR ORGANIC MATERIALS. ERECTION OF STRUCTURAL STEEL BUILDINGS ", LATEST EDITION. S. REFER t0 ARCHITECTURAL PRA14INGS FOR MOLDS, GROOVES, 2. ALL STEEL SHAPE$, PLATES AND BARS SHALL CONFORM TO ASTM A36 N.O.N.). OWIA LENTS; GIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND FOR EXTENT OP DEPRESSIONS, CURBS, AND RAMPS. 3. USE GRADE 50, AUb12 OR DUAL CERTIFIED FOR WIDE FLANGE BEAMS AND COLUMNS. W DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE GAME SIZE, GRADE 4. ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM -A500, GRADE 'B' P.46.ke1 AND BRACING A8 VERTICAL WALL REINFORCING. LS SHALL N.O.N.). S. ALL STEEL PIPES SHALL CONFORM TO ASTM -A53 GRADE -B. 11. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4' FOR FOCtINGS, 6. MACHINE BOLTS, ANCHOR BOLTS, SHALL TO ASTM A -301 (U.O.N.). BLACS ON EARTH AND MASS CONCRETE AND 5" FOR OTHER CONCRETE. 1. NUTS FOR MACHINE BOLTS SMALL CONFORM TO AAVrM A563, HEX GRADE 'A'. DURING TEMPERATURES ABOVE 80 F, MAXIMUM OF 6- SLUMP IS PERMISSIBLE S. HIGH STRENGTH BOLTS SHALL CONFORM t0 A01M A325. PROVIDED THE MIX DESIGN 18 REVISED ACCORDINGLY BY THE TESTING 9. NUTS FOR HIGH STRENGTH BOLTS SMALL BE HEA MEK, GRADE 'C' LABORATORY. MEASURE SLUMP IN ACCORDANCE WITH "METHOD OF TEST FOR CONFORMING WITH ASTM A563. SLUMP" OF PORTLAND CEMENT CONCRETE ASTM C143. 10. ALL WELDING SHALL CONFORM TO A.W.S. STANDARDS. MELDING SHALL BE PERFORMED 12. NO SLEEVES OR CHASER SHALL BE PLACED N BEAMS, SLABS OR WALLS BY WELDERS HAYING A CURRENT CERTIFICATE. WELDS IDENTIFIED AS REQUIRING EXCEPT AS SHOWN ON PLANS. CONTRACTOR SMALL OBTAIN PRIOR APPROVAL FOR NBTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT CONTINUOUS SPECIAL. INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE SHALL 13E PLACED N THE CONCRETE TOPPING OVER STEEL DECKING. WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER THE APPROVED S. SLEEVE PLUMBING OPENING N CONCRETE WALLS AND SLABS BEFORE FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE N ACCORDANCE WITH CBC PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. SECTION 1104.2 THE CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC INSPECTOR PRIOR TO ERECTION OF THE PREFABRICATED COMPONENTS. PRIOR TO 714E SHALL B£ FORMED WITH A G4' CHAMFER START OF WORK THE SPECIAL INSPECTOR SHALL CHECK WELDER CIUALIFICATION AND 15, CONTRACTOR SHALL SUBMIT MIX DESIGt4S POR REVIEW BEFORE VERIFY THAT WELDING PROCEDURE SPECIFICATION HAVE BEEN APPROVED AND ARE FABRICATION AND INSTALLATION. APPLICABLE TO THE WORK INTENDED. THE SPECIAL INSPECTOR SHALL CONTINUOUSLY 16. N THE EVENT OF AN UNINTENTIONAL COLD JOINT, THE CONTRACTOR OBSERVE THE WELDING WHILE BEING PERFORMED. SHALL REMOVE ALL LAITENCE AND DELETERIOUS MATERIAL t0 PROVIDE A II. ALL WELDING SHALL CONFORM TO CBC SECTION 04.3 U.O.N. SOUND, CLEAN, ROUGH SURFACE AND USE A BONDING AGENT THAT PRODUCES 12. ALL WELDS 70 BE E10XX. A HIGHER STRENGTH JOINT THAN THE CONCRETE USED - PC + 25% MINIMUM. 13. ALL FIELD WELDS TO BE SPECIAL INSPECTED. U.O.N. ON PLAN. R. CONCRETE COVER SHALL BE N ACCORDANCE WITH SECTION 1.1 OF ACI 318, 14. ALL FULL PENETRATION GROVE WELDS FOR DUOT LE MOMENT FRAME MEMBERS SHALL BE 16. 00 NOT DISPLACE RE15AR PROM THEIR INTENDED POSITION ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL. DURING PLACEMENT OF CONCRETE. CONFORM t0 THE LATEST EDITION OF AWS DLI SECTION 5 AND 6. 15. WEB CONNECTION OF RIGID FRAME BEAMS SHALL BE TICsHTENED UNTIL PLANGE WELDS ARE COMPLETE ALONG EACH LINE OF UMNS AT EACH LINE OF FLOOR 16. HIGH STRENGTH BOLTING OF MAN MEMBERSs A. NON -RIGID FRAME CONNECTIONS LISTED BELOW SHALL HAVE ASTM A325N OR OR ASTM A490N HIGH STRENGTH BOLTS U.O.N. QROFESSrO 1. BEAMS AND GIRDERS t0 COLUMNIS HOROWRZ h�p�o P o 2. BEAMS TO GIRDERS HTKKLISW.M TAYLOR a, 3. BEAM$ TO BEAM$ N 3 a S. NON -RIGID FRAME CONNECTIONS (GIRDER t0 COLUMNS): STRUCTURAL ENGINEERS " 9• ves * 3/31/07 � * A81M A3258C OR ABTi'1 d49080 HIGH STRENGTH BOLTS U.O.N. 14288 Danielson Street . Suite #200 sT eT CIuU4 0�P Poway, CA 92064-8819 OF CAV C. OTHER HIGH STRENGTH #025 SOLTS TO BE TESTED OCCASIONALLY AS DIRECTED f ED . (858) 679 -8989 " Fax (858) 679 -8959 BY THE STRUCTURAL ENGNEM MATERIAL, SYSTEM, COMPONENT AND 1 TYPE OF SPEC. INSP. i INSPECTION NOTES CONTINUOUS I PERIODIC WORK REQUIRED TO HAVE SPEC. HOP. SOILSs VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE 714E DESIGN X BEARING CAPACITY VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED X PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING X OF CONTROLLED FILL MATERIALS VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT T44IC0ESSES DURING X PLACEMENT AND COMPACTION OF CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE BUBGRADE AND VERIFY X THAT 617£ HAS BEEN PREPARED PROPERLY CONCRETES FOUNDATIONS WITH F'o 5 2500 PSI NOT REQUIRED INSPECTION OF REM. STEEL, INCLUDING X ACI 318s 3.5,1.1 -1.1 PRESTRESSING; TENDONS, AND PLACEMENT VERIFYING USE OF REQUIRED DESIGN MIX X ACI 318; CHAPTER 4,5.2-5.4 TAKING TEST SAMPLES X ACI 318s 5.6, 5.8 INSPECTION OF CONCRETE ACI 318s 5.9, 5.10 AND SHOTCRETE PLACEMENT X INSPECTION FOR MAINTENANCE OF X ACI 318. 5.9, 5.10 SPECIFIED CURING TEMP. AND TECHNIQUE APPLICATION OF PRESTRESSING FORCES X ACI 318: 18.20 GROUTING OF BONDED PRESTRESSING ACI 31Ss 18.16.4 TENDONS IN TI-E SEISMIC FORCE X RESISTING; SYSTEM ERECTION OF PRECAST MEMBERS X ACI 918: CHAPTER E VERIFICATION OF N -SITU CONCRETE ACI 318; 6.2 STRENGTH PRIOR TO STRESSING OF TENDONS IN POST - TENSIONED CONCRETE X AND PRIOR TO REMOVAL OF SNORES AND FORMS PROM BEAMS AND STRUCTURAL SLABS. INSPECT FOR -94OW FOR SHAPE, ACI 318s 6.1.1 LOCATION AND DIMENSIONS OF THE X CONCRETE MEMBER BEING FORMED. STRUCTURAL STEEL (WELDNG)s COMPLETE AND PARTIAL GROOVE MELDS X SPECIAL INSPECTION OF THE STEEL FABRICATION PROCESS SHALL NOT ME MULTIPASS FILLET WELDS X REQUIRED WHERE THE FABRICATOR DOES NOT SINGLE -PASS FILLET WELDS > 5/16' X CUTTING SWILE -PASS FILLET WELDS 5 5/16' X HHEEATTING ERATIONS � AN PART OF THE FABRICATION PROCESS. (AWS 01.1, AWS DIA ACI 318 - 3.52) FLOOR AND ROOF DECK WELDS X WELDED STUDS FOR STUG'L DIAPHRAGMS X WHERE THE WORK IS DONE ON THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF PREMISES OF A FABRICATOR REGISTERED COMPLIANCE TO THE BUILDING OFFICIAL AND APPROVED TO PERFORM SUCH NOT REQUIRED STATING THAT THE WORK WAS PERFORMED IN WITHOUT SPECIAL INSPECTION ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. PIER FOUNDATIONS- PLACEMENT OF REINFORCING X PLACEMENT OF CONCRETE X 1. THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION DURING CONTRCUTIONI ON THE I 1 8 OF WORK LISTED N THE STATEMENT OF SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICUAL TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER TT OF THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A SUBSTITUE FOR INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR 3. WHEN MORE THAN ONE CATEGORY OF WORK REQUIRNG SPECIAL INSPECTION 18 PERFORMED SIMULTANEOUSLY, OR 744E LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS AND SECTION 7105 OF T14E BUILDING CODE, IT SMALL DE THE AGENCY'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE T14AT THE REQUIRED INSPECTIONS ARE PROVIDED, 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, W THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONBs A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTEC14NICAL ENGINEER OF RECORD B. SMOKE CONTROL SYSTEM INSPECTIONS SHALL 15E PERFORMED BY MECHANICAL ENGINEER OF RECORD C. WHEN T1418 REQUIREMENT 18 WAIVED BY THE BUILDING OFFICIAL 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR 04SPECTICN AGENCY AT LEAST ONE WORKING; DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK INSTALLED, PERFORMED, OR COVERED WITHOUT REQUIRED SPECIAL INSPECTION 16 SUBJECT t0 REMOVAL OR EXPOSURE. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTION, AND STRUCTURAL OBSERVATION MUST SE COMPLETED BY THE PROPERTY OWNER PROPERTY OWNER'S AGENT OF RECORD. ARCHITECT OF RECORD OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 1. THE CONSTRICTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS, 8. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISE$ OF THE FABRICATOR'S SHOP. FABRICATOR SMALL SUBMIT AN 'APPLICATION TO PERFORM OFP -SITE FABRICATION* 70 THE INSPECTION SERVICES OIVI810NN PRIOR TO COMMENCEMENT OF FABRICATION, FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 9. WHERE MATERIALS OF ASSEMBLIES ARE RECUIIED BY THE BUILDING CODE t0 BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY LOCAL JURISDICTION IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED N ACCORDANCE WIT44 THE PROCEDURES SET FORTH IN SECTIONS 17103.5.1 THROUGH 1103.5.3. 10. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK R£CUIRNG SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING MUNICIPALITY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING DEPARTMENT °fp`' ey DRAW °Y "`�" °y CITY OF E N C I N I TA S CITY OF ENCINITAS SURVEY CONTROL NETWORK - PLANS PAR ER P£RWSION OF RECOMMENDED APPROVED \ / STATION "ENC -41" 2" BRASS DISK LOCATED IN TURNOUT ON THE DA TE 61912010 TO P TC H E V RESIDENCE : EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF RICH D W. H 0 TZ' R.C.E. N0.: 38249 ^^ G /) �r 331 KILKENNY AVENUE, CARDIFF, CA. 92007 CHESTERFIELD DRIVE gy : / V I �V F I�/ ELEV.: 73.612' DATUM.• NA VD 88 SIGNATURE DATE 3131111 BY : � BY : - A p N 2 61 -145-26 & 27 EXP. 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Q` 2 / 1 loll � l' l�l'° ®u iii 101 -UI I �r�' I ( �Q} �t I ( - I I' f 1 II Q� O�c m 2 G '° I,3 p I 1 " �jas m II tE� �G3� 1 *PR8E3`24 - WALL MLEVA -TLoW5 SCALY �� _ l� of HORCWM HTK TAYLOR ______ KU3I•NCAKI T R U C T U R A L ENGINEERS 14288 Danielson Street ♦ Suite #200 - ` W / S ' ( �_ ✓ _ Poway, CA 92064 -8819 _ l�� 11^'11 Ifs'' (858) 679 ^8989 if Fax (856) 679 -8959 REVISIONS AP .ROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING DEPARTMENT 70 87 1 DRAMIISY OECKVY CITY OF EN CI N I TAS DRAWING N0. IAF-W 46 1 CITY OF ENCINITAS SURVEY CONTROL NETWORK - PLA EP N R SU VIS10N OF STATION 'ENC -41" 2" BRASS DISK LOCATED IN TURNOUT ON THE _ _ RECOMMENDED APPROVED EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF DA 1E : 1191201 TO P -C u c V RESIDENCE 10493 - CHESTERf1ELD DRIVE RIC ARD W. OR TZ R.C.E. N0.: 38249 /vl fi ELEI!: 73.612' DATUM. NAVD 88 s 8Y 331 KILKENNY AVENUE, CARDIFF, CA. 92007 I 3/3l/13 BY: BY :- APN 261- 145 -26 Ar ?7 SIGNATURE DATE i EXP. Here .• �.,•r. z.,... - _._ i 71 N GRADES AND DIMENSIONS // SHOWN ARE FOR REFERENCE // �. SHORING SHALL NOS, ONLY. REFER TO ARCH'L i / ENCROACH OVER ie PLANS FOR DIMENSIONS AND /! 15s' - 0" i (E) POWER POLE LOCATION OF PILES AND i GRAD ING PLANS FOR GRADES. / / i / O i — —_:' N (E) GRADE i ,, 6. _ (N) GRADE / , ®� O / 1111111 =111 i v 111=1I1 =1 // 154' - 0' .� - IIITIItI Il III — _ ii 152, _ o„ m P III -I I i -I i 1 =1 1 =1 11 =1 I �T�-I I JJ�= -III 1 =j j j =1 11 =1 I i- • :. • I_I I -_ :I i l- III -��I I �I I �I ' -1 I 1==1 11 =1r • III -III -I = -I 11 =11=1 ll -1l 1 =1I I / I -11 L -TI =1111 �1 (E) POWER POLE i III- III = III -111= -III= - III -III / P . 111 -� -I 11= 111 = 111 =- _I /' 150' _ �, r ,. r - 1 , PILE I i PER SCHEDULE I . E 148' - 0" r r , _1 I' IV 1 -SA SLURRY / 14V - 0" FILL W/ L I- SACK SLURRY I ' 4x12 —PROPOSED • LAGGING ta4' 0° STRUCT R�, I 1 r 1a6' 4x12 LAGGING i 1 N ' r 144' 0" �..` �r EXCAVATION SLOPE 20d ,9 EA - -' PILE I' . 42' (d" I. 4x12, BEND PER SCHEDULE I ."...__ i - �" OVER PILE - TYP 0° , 1111111/ I -III 1 _ IJIau; T..=1 SHORING LAYOUT PLAN =L- III —Jlla I I I i -1 =1 � 1 -111 111-1 LI 1-1 I I -1 = 1T1= 11= 11� 1L= 1_II -, (N) SLAB SCALE = I ° =5' -0° 1 -111 = T Eil L =1 III= 111 =11! _ 5Y OTHERS I_I1 -i I -I I I I LI j_--I I I =I I I- 1i- 11= ll1- III =11 =1 r1L1 =1r I- III =1J= 111113 .` I_III1U1 —I 5ASEMENT PAD GRADE -I I1 =1 1 1-11 �I I I ; I I1 =1 I I -1I I- _III =II= III =1J1 -1 alLlli= III -1f (135 VERIFY W/ ARCH, L) 111 = 111 =1 I �I I I I I_I I I -1T_I- III 111= :III - III -1 I1 =1 I�- <4 - III -I I �IT1 =11 I I I =1 11 =1I 1= EI I I=1 =1 11= 1 111-111 1 - III -I I I 111 =111 1 11=1 I L =lI_ ' �1�W ll1= • I C- III -I i I -1 I_I ' TIIL aI Ill 111 -1111 IIIIII. „11111LI �y 4 ° 24" i CAISSON FILL W/ CONCRETE Cl SLURRY (2500 PSI) a U Y 4xI2 LAGGING g Lu CL 24" m CAISSON ° FILL W/ CONC 20d a EA PILE SLURRY` (25 PSI) 0 4x12, BEND PER SCHEDULE OVER PILE - TYP y. Lu a. tC1 u�i a' a ° 3" CLR TYPICAL PILE DETAIL PILE SCHEDULE c�ESS+ MA;0< PILE SIZE I PILE DEPTH MAx SHORE HEIGHT 1 W12xi52 1 23' -9" 23' -0" 2 W12xI52 1 23' -9" 23' -0" tiOR(Xim o Fs w. n 4; KUSI� HTK USFBCAICI No 24 STRUCTURAL ENGINEERS * "es 14288 Danielson Street .Suite 8200 Poway, CA 92064 -8819 (858) 679 -8989 • Fax (858) 679 -8959 i� DESM BY DRAW BY CHECK BY CITY O F ENCINITAS I REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING DEPARTMENT DRAWING N0. CITY OF ENCINITAS SURVEY CONTROL NETWORK - PLANS ND SUPERVISION OF RECOMMENDED APP 10493 -G SHEET 5 OF 5 STATION "EMC -41" 2" BRASS DISK LOCATED IN TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF CHESTERFIELD DRIVE ELEV.: 73.612' DATUM. NA 88 BY: SIGNATURE DATE DATE 61912010 RAC RD *0W Z RCE. NO • : 3B24s EXP. 3/31/11 ROVED AA AA BY : nATF i i A n BY; • ii i0'0 \ / TO P TC H E V RESIDENCE 331 KILKENNY AVENUE, CARDIFF, CA. 92007 AP 14 261-145-26 & 27 10493 -G SHEET 5 OF 5