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2010-10492 G (Plans) RIGHT OF WAY NOTE: 10. 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 SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND CITY OF ENCINITAS OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT 505 S. VULCAN AVENUE DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS ENCINITAS, CA 92024 WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE Ph: 760 - 633 -2600 6 AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, G KNOW WHERE HIS /HER PROPERTY LINE IS. AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SITE ADDRESS: ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. l ➢� p T DRAINAGE NOTE: HALL PROPERTY T E 11. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS n 2 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO APN: 260 - 650 -01 -00. O LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS CHAT HAVE BEEN CLEARED WITH A NET AND FINISHED A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT 260 - 183,-'01 rMROUyN - 03 r 3 D 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL 260 -183- 05 rHltou4H - 08 D �, z SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS /PLATES. 260" 163 - 2H rH ROUyN - 241 UTILITY NOTE: DISPOSAL OF ANY SUCH MATERIAL. 15 m ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. B. NOTIFICATIONS CONSTRUCTION VEHICLES WORK TO BE DONE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES m K `" ` SANTA FE IDR_ SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE ITE ` BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF -SITE. y 1 A. GENERAL THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY LEGAL DESCRIPTION: OQ MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL 6� 1. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING PORTIONS OF THE NORTHWEST QUARTER AND THE v pR MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 13 REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, SOUTH, RANGE 4 WEST SAN BERNARDINO BASE & SURVEYOR. COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN 2. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY A. SEWERS - CSD - (760)- 633 -2770 DIEGO, STATE OF CALIFORNIA. DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING VICINITY MAP TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 WET WEATHER. NTS REGULATIONS. D. TELEPHONE - SBC BELL - (760)- 489 -3411 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR /�EVe�oP�ENr �F THIS VRO -1EC - r SNA« eon+vcy w /'7N ALA THE E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REQU/eEMEN1,9 �F THE MOST RECENT srA7E k/ATER RESOUR[ES 3. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A CONTROL SHAED (SWRa•6I) ORDER dJAS£WAT£A DISC NAQGE STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN 2EowEEmE `09 D/SCAIARGE.9 of <STDRMWATEk RVA(oFF HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER- DO NOT REMOVE TREES OR SHRUBS ASSOCIATED W/TN C01VSTRUCT ACTI✓ /Ty. /lV ACeoROrAcE RECOGNIZED HOLIDAYS. UNNECESSARILY; THEY HELP DECREASE EROSION. ,;,)1TN /D PF A JTORAf WATER Pv4LvT1o1l PRE✓EA - r /oN PIAnl 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (SW voP) 14ND A M01170RIA14 PROGRAM PcAtV SA /ALL BF_ 4. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED DI5VFLOPED AND 1A4PtEME14r60 6oNCURecA1T60r7H HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND (04)A ENCEII7E -NT OF GRA&Aq Ac rIv / /ES, AND A ConlPtFrE INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. AND A CCURATE No7ICE OF INTENT (NO/) Sf1/9LL BE GiLeD PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 6t)/-rI4 rHC cSWRC3. A COPY OF - rHE PAAJFc7 SwPPP SHALL. LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEETS 7 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. BE F lt-ED cW1'714 Tyr- CITY of E 1vC1A1l - tAS 1 • AURTNEC' & 8) A COPY OF THE evo),oLETED ND/ FROM T/dEc5 5. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. sNowl 77./E PERMI7 WuvzER rPNALc -FE G/LE,6 W ITN TH,E CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ?R NoL�COM?RAC'MRAT (,%") C l7Y OF ENCIA1I712s lWHFiV R6LE/VED. AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ( -my3y, 24 HOURS. ON -SITE CONSTRUCTION MATERIAL STORAGE ROUTE, THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND I A ANy 7 v OF THE PROPERTY Cot/£RE.O v 77.//S ( c ADD / THE UA/DEQS/6NE0 AND dVBS vE 647 gtdRlERCt) /N REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT 4 HAULING OPERATION. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS PLAN N0. lOy9Z 4 AND Sy rWR6B N0. R9 Z0o9 doe / SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL AAlb ANY dv&SEQUENr AIIIENAA*A/TS TNERETO,SHALc cc^kY 6. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. / THE SPCCIAL PWOVISIDAI AS SET FORTH i1/ 56'C710AI C. :7 PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND OF S WR[.B No. R9- 2ooq - Doo 1. AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE PERMIT N0. /Oyj ;_ -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE APPROVAL OF THE ENGINEERING INSPECTOR. SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM ZS�d WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR 9 AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE JOHN FRENKEN 6A TE SIGMA - - URE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING PERIMETER AT ALL TIMES. PARK AND 9,rAe9J'vPF4l1NTEA1DEAIT RAINFALL. C 17Y OF EIIICIAI"AS' 7. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS TRAINING STATEMENT OF ENGINEER OF WORK ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTEN AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR HAZARDOUS CONDITION. WASTE MANAGEMENT REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A WBLIC ENTITY FOR THE PLANS INTENDED USE. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE 8. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SHALL BE INCORPORATED HEREON. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF TH DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN WORK PERFORMED BY THE ENGINEER. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY 9. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH TRASH MATERIAL. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VA WATER DISTRICT NOTES: BY: DATE: 323(10 VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT _ __ _ _ ---------- - - - - -- ---- - - - - -- CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN RICHARD A. MOORE, P.E. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION MCE CONSULTANTS 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL NON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151 _ 1 1 1 CORPORATE DR., 210, LADERA RANCH, CA 92694 Q oFESSr BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND OF THIS PROJECT. N v v A), COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 949- 542 -7220 � �PR9 A. h0 � 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND RCE 23971 y ti L O CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. THE SITE. Expires 12/31/11 W �" ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER , PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL C -23971 a BASIS OF BEARING MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS Exp. 12 -31 -11 UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 1` THE BEARINGS SHOWN ON ARE BASED ON THE CENTERLINE OF SANTA FE DRIVE BEING N. DISTRICT. 3?q�ofl1F�"'•r 89'59'47" E. AS SHOWN ON RECORD OF SURVEY 15762. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE BENCHMARK ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S COUNTY OF SAN DIEGO EXPENSE. ENVIRONMENTAL DATA BM OC 0019 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE ELEV.: 215.640 4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET SEPARATION WHEN PARALLELING WATER DESC.: AT ENCINITAS CHIS SO ON TOP OF MIDDLE CR IN SW CORNER OF INTERSETION OF SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT 0 ' SANTA FE DR. & MACKINNON AVE. BENCHMARK IS 27 FEET WEST OF MACKINNON CENTERLINE 3) MAXIMUM VERTICAL DEPTH OF FILL = 2' 5. MINIMUN HORIZONTAL SEPARATION OF 10 - FEET REQUIRED BETWEEN FIRE HYDRANTS 4) AVERAGE DEPTH OF CUT = _It_ C.Y. / S.F. x 27 = _?_ FT BMP Project Status: AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 5) AVERAGE DEPTH OF FILL = _4_ C.Y. / wLi► S.F. x 27 = _ o FT 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EARTHWORK: NO NEW IMPERVIOUS SURFACES ARE PROPOSED WITH THIS PROJECT. THIS TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. CUT = 0 C.Y. FILL = 0 C.Y. PROJECT WILL RESULT IN A DECREASE OF IMPERVIOUS SURFACES. T rAT TOLL FREE OAn �o� PLANNIN_C� PARKS & RECREATION PERMITS 811 CIVIL n ENGINEERING s Na 23971 EAST TWO DAYS LAND Exp.12 -31 -11 OIpG. DEMOLITION PERMIT N0. '7 u �2 0',G BEFORE YOU DIG SURVEYING �T CIVIL w v �� - J�7 An JAI UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 FOF LADERA RANCH, CA 92694 FAX: 949- 542 -7230 Y: DATA BY: DATE: PRojEcT *&CMP020 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RAM B HC T RAMCK Y APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. ��E L DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP VED GRADING PLAN FOR: LOCATION: SW cnfMFO Of wrEpsec -nON SE TA HORIZONTAL N/A DATE : 3 zz /o �. HALL PROPERTY EROSION CONTROL PLAN FOR DEMOLITION WORK 1J�� FS SR. R MACKIP3"OM AV % 23' W of eL MKI CWN6 BY: BY: Ll 29 �D RECORD FROM: COUNTY OF SAN DIEGO VERTICAL N A RICHARD A. MOORE, P.E. R.C.E. NO.: 23971 DATE: j DATE: 3 f3o /i 0 ELEVATION: 215.640 DATUM: V EXP. 12/31/11 PLANING CASE NO: 04 -19? N^UI Oft /Ldp/ LrA SHEET 1 OF $ 4 EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF THE UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE PLACEMENT OF THE LINES AND VERTICAL CALLOUTS MAY DIFFER FROM ACTUAL CONDITIONS DUE TO a v z SANTA FE DRIVE 8 INCONSISTENCIES IN THE RECORD DRAWINGS VERTICAL AND HORIZONTAL INFORMATION RELATIVE THE THE EXISTING TOPOGRAPHY SHOWN HEREON. THE CONTRACTOR SHOULD TAKE - '- �- � a �� _ - -- = THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY L INES SHOWN AND ANY OTHER NOTE �Q CONTRACTOR: �� -- . __ , ACCESS TO S#TE CONTRACTOR SNALfi PROYM TRAFFIC CONTROL PLAN, IF LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. —. - — REQUIRED BY THE CITY. — \ r - ._.�.. = - - NOTE TO CONTRACTOR: 1'. ALL U11LI11ES SHOULD BE SHUT OFF AN - ,a � x '; ;\ , r- �. , 'v .1,' �,,. ♦ . z, , ,..,�... D CAPPED PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANY PRIOR TO COMMENCEMENT OF WORK. 4 4 _ 1 : r- .. qy 4 :` '.. `� \ , l •, , 1, i , I y SDG &E WILL REMOVE ELECTRICAL POWER AND GAS LINES PRIOR TO DEMOLITION. E4F ` -• ' x' -. �.` ..._., -,*a"" ": 4'.. , - t`3 d4 C i �1,- ,. .. ?' F ,_ v ,. P= ....- .�. - -,:_ _' '. \ y ' 'ti `,z •i � \\ : 4 { _X`_' : '> I , _ ^. � L7 \,, y M ., � 1,. �, ', 't. N OTE ILL Q INSTON� OO RAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE ?� 1 t `�'. NECESSARY ALONG G! z G THE PERIMETER Of THE SITE AS NEEDED. CONTRACTOR SHALL PROTECT , �. THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION IN ' { A NOTE TO CONTRACTOR: r A ` 4 , C SITE ONCRETE, D STANDARD SPECIFICATIONS CONSTRUCTION FOR PUBLIC CON , + . `t `!. ,; � !� ;. _. I ( i .�- . ; v � � � ;. �' \. � y 4 . ,., , -� "•r' UCTION MEET SPECIFICATIONS FOR CRUSHED ' MISCELLANEOUS BASE AND STOCKPILED AS DIRECTED ON SITE. THE CITY SHALL PROVIDE THE C' ^ [ • � : � ti , , .� 'x� � , `, A l � TESTING OF THE MATERIAL TO CONFIRM THAT IT MEETS THE SPECIFICATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE MATERIAL SO THAT IT MEETS THE 1 CR USHE D 1 SPECIF FOR CR S ED MSC BASE Qa BLDG. t; i Exlsr. Da. -- � � � NOTE TO CONTRACTOR ` CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN, IF REQUIRED BY THE CITY. "M "Y DEMOLITION NOTES �/ ❑i PROTECT IN PLACE ❑2 PROTECT EXIST TREE ❑3 DEMOLISH /REMOVE EXISTING BUILDING /STRUCTURE /CONC. SLAB +• REMOVE EXISTING POOL d A ❑5 REMOVE EXISTING ASPHALT PAVEMENT EXIST. BLDG. © REMOVE EXISTING FENCE /WALL /GATE ❑7 FEN REWVE EXISTING TREE /SHRUB TREE NOTE EXISTING VEGETATION ?1 CITY WILL REMOVE ALL ONSITE TREES INCLUDING ROOT BALLS 9� ® - q _ EXCEPT T -1, T -3, T -4, T -5, T -18„ T -18, T -19, T -29, T -30, LIMITS OF DEMOLITION PL ❑D Iz EXISTING LANDSCAPE IRRIGATION �. T -31, TO BE PROTECTED IN ACE BY CONTRACTOR. 1® REMOVE EXISTING CONCRETE REMOVE EXISTING SIGN 13 PP 12 REMOVE EXISTING SEEPAGE PIT PER COUNTY HEALTH DEPT. STDS. i PPLT 8" SEW (VCP 1 R ❑ 1 PP 13 REMOVAL BY OTHERS (N.I.C.) 6 13 PP &LT �,rs.. 1 FENCE "0 13 2 `, e2w '80 z w,a+ LIMITS OF DEMOLITION LEGEND PPerso S >' T ,e�', r e 3. q p'e be + PROPERTY LINE -- 1 e e- I AS V — — — — — — LIMITS OF DEMOLITION 3 —; °z. 8 9 s �1 «t 4 -- FENCE 1 i e,«e ° °A 5 a \ \. R RESIDENCE 4 e, fi e ST t�es ie {tees 7 V p 2 r e. BUTLER BUILDING .. TTY/ J,a° nz lea, - x PP it.eho �. sb \ 1 C 2 y t ., rM ,9C 1 i) sxs- s +ss evo 1. A1 1 v ., RECL. WAT Sl n , ..... �` k _�fl ST STORAGE BUILDING OING 1 2 � t_ • ,,. -° - � 3" SEW (PVC) 1 PP 1,t F 6 � , ^,, 1 ., � -�ssra FORCE MAIN I 8 9 2 •, y ,e} • 1tlS3Y �SJ J � ?1815 -•• � Y — 1 ( PLANTS 17 PLANTS �'�eo _ � _— _ �_ WALL NOTE TO CONTRACTOR: 6 a 1 1 @'`° a,oe °°o 1 FENCE SITE CONCRETE, MASONRY BLOCK AND ASPHALT SHALL BE - — — — — — — PROCESSED ON SITE PER STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION TT) MEET THE SPECIFICATIONS FOR LIMITS OF DEMOLITION 30' WIDE EASEMENT I I CRUSHED MISCELLANEOUS BASE AND STOCKPILED AS DIRECTED 1 ON SITE. THE CITY SHALL PROVIDE THE TESTING OF THE ..�..�..�..�..�.. ..�..�..�..�..�..�`.. .. . .�..�..�..�..�..�..�..�..T..�.. �.. MATERIAL TO CONFIRM THAT IT MEETS THE SPECIFICATION. R M A TC H L I NE - SEE SHEET 3 1 5 �. k IT IS lRE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE r -- 1 - —❑1 13 AS I MATERIAL SO THAT IT MEETS THE SPECIFICATION FOR C.L. FENCE 1 8 s STAGING AREA - -1 CRUSHED MISC. BASE. BMP Project Status: D NO NEW IMPERVIOUS SURFACES ARE PROPOSED WITH THIS PROJECT THIS pp�Eoy PROJECT WILL RESULT IN A DECREASE OF IMPERVIOUS SURFACES. 0 Pie,p A. MO09 DIAL TOLL FREE W `" PLANN I N PARKS & RECREATION PERMITS s N.23971 x , - 8 11 CIVIL * Ezp. 12- 31.11 ENGINEERING w � ?� A � � LAND Orviv- DIQ M SCALE: 1 " =60' SURVEYING OF CA ��F� P DEMOLITION PERMIT NO. IO - Sag 70 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 60 120 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 BY: DATE: Y: ATE: DESIGNED BY 1 DRAWN BY CH CKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RAM BHC Ec RAM APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP WD GRADING PLAN FOR: LOCATION: SEE SHEET 1 HORIZONTAL I"=60' DATE -31231 BY: BY: - DEMOLITION PLC FOR TIE HALL PROPERTY 9 r - ��f 1 VV II/��� RECORD FROM: COUNTY OF SAN DIEGO N A R.C.E. NO.: 23971 VERTICAL RICHARD A. MOORE, P.E. DATE: 3 DATE: ,30 D ELEVATION: 215.640 DATUM: NGVD 29 EXP. 12/31/11 PLANING CASE N0: O5! - /g7 111 VAIdRIG100101A SHEET 2 OF t ` ' ❑ EXISTING UNDERGROUND STRUCTURES 14 2 13 PP 3" SEW (PVC) THE EXISTENCE AND LOCATION OF THE UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE R PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE PLACEMENT OF THE ----------- ❑3 r a ^eza � FORCE MAIN 1 �caa° 4 2 2 LINES AND VERTICAL CALLOUTS MAY DIFFER FROM ACTUAL CONDITIONS DUE TO =_ -_,. 8 9 INCONSISTENCIES IN THE RECORD DRAWINGS VERTICAL AND HORIZONTAL INFORMATION 7 Gre<d -- —'� RELATIVE THE THE EXISTING TOPOGRAPHY SHOWN HEREON. THE CONTRACTOR SHOULD TAKE PLANTS " ° ' s — 1 2" RECL. WAT NOTE TO CQNTRACTOR: THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER g.,,e _ _._ --t WALL , SITE CONCRETE MASONRY BLOCK AND ASPHALT SHALL BE LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 1 FENCE PROCESSED ON SITE PER STANDARD SPECIFICATIONS FOR 1 PUBLIC CONSTRUCTION TO MEET THE SPECIFICATIONS FOR 30' WIDE EASEMENT M A T C H L I N E - SEE SHEET 2 i CRUSHED MISCELLANEOUS BASE AND STOCKPILED AS DIREM ** ON SITE. THE CITY SHALL PRO%" THE TESTING OF THE NOTE TO CONTRACTOR: T0 �. �.. • ..�..�..�..�..�..�•. �..�..�.........�..�..�..�..�•. .�..�.. MATERIAL 00NFIRM THAT IT WETS PCSPECIFICATION. .� ' � � • � • • • • � ALL UTILITIES SHOULD BE SHUT OFF AND CAPPED PER UTILITY COMPANY REQUIREMENTS. 5 �x IT IS THE CONTRACTORS RESPONSIMW.ITY TO PROCESS THE CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANY PRIOR TO I MATERIAL 60 THAT IT MEETS THE SPECIFICATION FOR COMMENCEMENT OF WORK. SDG &E WILL REMOVE ELECTRICAL POWER AND GAS LINES PRIOR TO DEMOLITION. �L s s ��� STAGING AREA --I CRUSHED MISC. BASE. � I I 1 AS - k 1s : _ _ — —❑1 C.L. FENCE ( LIMITS OF D \ NOTE TO CONTRACTOR CITY WILL INSTALL 6 —FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE I \ t << NECESSARY, ALONG THE PERIMETER OF THE SITE AS NEEDED. CONTRACTOR SHALL PROTECT 6 WALL ' ', � THESE FENCES AND KEEP ss - - -- - - - - -J' A FULLY SECURE DURING DEMOLITION GIN L NOTE TO CONTRACTOR: SITE CONCRETE MASONRY BLOCK AND ASPHALT SHALL B E P STANDARD PP 8 9 1 °' `� , o SPECIFICATIONS FOR PUBLIC CONSTRUCTION TO MEET THE SPECIFICATIONS FOR CRUSHED 5 ` CULVERT 4` ,�< MISCELLANEOUS BASE AND STOCKPILED AS DIRECTED ON SITE. THE CITY SHALL PROVIDE THE 13 AS 3 SEW (PVC) 1 -FENCE ` ` \ . \ \ TESTING OF THE MATERIAL TO CONFIRM THAT IT MEETS THE SPECIFICATION. FORCE MAIN 1 ��� \` \� ` IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE MATERIAL SO THAT IT MEETS THE SPECIFICATION FOR CRUSHED MISC. BASE. ST / 3 � • � yw ` I l ( NOTE TO CONTRACTOR: 1 WALL fi0, WIDE EASEMENT CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN, IF REQUIRED BY THE CITY. C.L. FENCE 3 •� 3 s SEW (PVC) DEMOLITION NOTES FORCE MAIN 1 1 4" SEW (PVC 1 � ,� ❑1 PROTECT IN PLACE 1 CONC. "• ❑ 54 SD (CIP 1 ❑2 PROTECT EXIST. TREE 1 SEWER PUMP STATION GA 13 ❑3 DEMOLISH /REMOVE EXISTING BUILDING /STRUCTURE /CONC. SLAB «« LIMITS OF DEMOLITION 13 PP DRAT � ®PP ® REMOVE EXISTING POOL / , /i ❑5 REMOVE EXISTING ASPHALT PAVEMENT PL / 1 ,� © REMOVE EXISTING FENCE /WALL /GATE 1 CONC. WALL / / i GAS B ❑7 REMOVE EXISTING TREE /SHRUB — — CHANNEL -- ® EXISTING VEGETATION •� _ — —� / i ��• J 3 — �❑6 WALL 1 2" RECL. WAT ST t ❑9 Q � ( REMOVE EXISTING LANDSCAPE IRRIGATION WALL 1� REMOVE EXISTING CONCRETE •'' LIMITS OF SEWER M.H 1 8" war (PVC 1 s s ❑ 12 REMOVE EXISTING SEEPAGE PA ..� FENCE DEMOLITION 3 �►� , / EE GE P IT PER COUNTY HEALTH DEPT. STDS. ST ` a � ❑ 1 CONC. DITCH 1 ,// �j� �► Ll*ns OF 13 REMOVAL BY OTHERS (N.I.C.) G r G 3 �� G�, MOLITION 1 WALL / / ��•• ��/ WALL UNKNOWN 1 LEGEND -- PROPERTY LINE 13 — — — — — — LIMITS OF DEMOLITION / i 8 9 1 FENCE ,})/ � I C.L. � L If / BLOCK � R RESIDENCE i / 1 F I IfT;rR k� B BUTLER BUILDING / 8" WAT (PVC I 1 I g 3 9 ST STORAGE BUILDING 1 CONC. DITCH / ' I / V � A- �� 1 1 WALL DRAIN INLET 1 I �/ . 3 . 3 ! LU } LV I b i ��. • •� /II�oF�,���'f�" • � • • �« • • .� � � � • • ��� • � • � III. • • � • • � • • � •s � • • � �r �• • � • • � • • � • • � • • � • � � • r� • • � • • � • • � • • � • • �••� • • � • • � • • .,�� • • � •� ��g i MATCHLINE - SEE SHEET 4 z \J BMP Project Status: D NO NEW IMPERVIOUS SURFACES ARE PROPOSED WITH THIS PROJECT. THIS / \ E PROJECT WILL RESULT IN A DECREASE OF IMPERVIOUS SURFACES. v� �o DIAL TOLL FREE c� A. MoomFy�2 PLANNING PARKS &RECREATION PERMITS 811 CI VIL c N0.23971 ENGINEERING EXP. 12 -31 -11 A SCALE: 1 " =60' r .P AT LEAST TWO DAYS LAND m��� crvl> o �� � � DEMOLITION PERMIT NO. �0 - ?oq b 3o9 RETIRE YOU DIG SURVEYING .�L�%v✓B[� t UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 60 120 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -7230 BY: DATE: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RAM BHA EC RAM APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. lid DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVE GRADING PLAN FOR: LOCATION: SEE SHEET 1 HORIZONTAL 1 " =60' DATE :' 1 * Io 8Y: M BY: DEMOL PLAN FOR THE HALL PROPERTY VERTICAL RICHARD A. MOIRE, P.E. R q _ �/ , . DATE: ' Z � DATE: ` /•� RECORD FROM: COUNTY OF SAN DIEGO N A R.C.E. NO. : 23971 `�(�!/�/' — � - // — ELEVATION: 215.640 DATUM: NGVD 29 EXP. 12/31/11 PLANING CASE NO: OS/ Ol ujo /(lGOP I &r., SHEET 3 OF J? EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF THE UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE PLACEMENT OF THE �° LINES AND VERTICAL CALLOUTS MAY DIFFER FROM ACTUAL CONDITIONS DUE TO INCONSISTENCIES IN THE RECORD DRAWINGS VERTICAL AND HORIZONTAL INFORMATION RELATIVE THE THE EXISTING TOPOGRAPHY SHOWN HEREON. THE CONTRACTOR SHOULD TAKE // THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. UNKNOWN 1 t NOTE TO CONTRACTOR: C.L. g ALL UTILITIES SHOULD BE SHUT OFF AND CAPPED PER UTILITY COMPANY REQUIREMENTS. o � 4 BLOCK WALL 1 I _ \ CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANY PRIOR TO Y COMME SDG &EWILM REMOVE ELECTRICAL POWER AND GAS LINES PRIOR TO DEMOLITION } a �\ z R , f f 8" WAT (PVC" o0 �° � � � , NOTE TO CONTRACTOR ` � ` " """ CITY WILL INSTALL 6 -FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE OQ 7 x_ NECESSARY ALONG THE PERIMETER OF THE SITE AS NEEDED. CONTRACTOR SHALL PROTECT 1 F NGE `, THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. H .o< An i J R \ r k — ,�� NOTE TO CONTRACTOR: MATCHLINE - SEE SHEET 3 \k �••_.• _ {I ••_••_••_.•_••_•.•,•• _••_••�••_••_.._••_••_••�••_•� r 1 PP 10 y SITE CONCRETE, MASONRY BLOCK AND ASPHALT SHALL BE PROCESSED ON SITE PER STANDARD I¢ "t - - ` �' t A y " q \ �, SPECIFICATIONS FOR PUBLIC CONSTRUCTION TO MEET THE SPECIFICATIONS FOR CRUSHED " SEW (VCP \t , 'a• 1 \\ \ n MISCELLANEOUS BASE AND STOCKPILED AS DIRECTED ON SITE. THE CITY SHALL PROVIDE THE j ' R TESTING OF THE MATERIAL TO CONFIRM THAT IT MEETS THE SPECIFICATION. r J Rz �" ' `' 1 AS Z i +� ,�i ! IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE MATERIAL SO THAT IT MEETS THE ,x, ". t SPECIFICATION FOR CRUSHED MISC. BASE. 8 9 s C.L. y ' O NOTE TO CONTRACTOR: LIMITS OF 6" WAT (ACP) 12 WAT ACP CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN, IF REQUIRED BY THE CITY. t DEMOLITION 5 1 } _ 13 C.L. ( 1 1 �iO CONC. WALL T 1 PP W CA .z ?` 12" RECL. Wnr '� DEMOLITION NOTES ST �-{3] FENCE �� Ql PROTECT IN PLACE 6" WAT (ABAND. 1 •� �2 PROTECT EXIST. TREE I X03 13 AS Q3 DEMOLISH /REMOVE EXISTING BUILDING /STRUCTURE /CONC. SLAB *• — ® REMOVE EXISTING POOL REMOVE EXISTING ASPHALT PAVEMENT 8 9 GA 13 N © REMOVE EXISTING FENCE /WALL /GATE F 8 9 13 PP Q7 REMOVE EXISTING TREE /SHRUB _ 5 ` ® EXISTING VEGETATION BLOCK WALL 30" do 6" WATER \ LIM OF DEMOLITION ❑9 REMOVE EXISTING LANDSCAPE IRRIGATION 3 (ABAND.) REMOVE EXISTING CONCRETE 4 - FENCE REMOVE EXISTING SIGN 3 DRAIN 5 8 9 i SURVEY MON. ST 1 C. 12 REMOVE EXISTING SEEPAGE PIT PER COUNTY HEALTH DEPT. STDS. REMOVAL BY OTHERS (N.I.C.) I WOOD FENCE 6 C.L. GATE I I � i \ LEGEND -- DITCH 1[ -- LIMITS OF DEMOLITION I � PROPERTY LINE T FENCE __...� _ ' � ,f FENCE 1 C.L. FENCE [�--- i � 1 -1/2" HP GA GATE R RESIDENCE H BOLLARDS /UTILITY 1 13 C.L FENCE WATER METER t�' i Pf B BUTLER BUILDING ' ; F t - OF 4 H �6 FENCE 1 i i R 1 ST DITCH STORAGE BUILDING `,' DRAIN INLET 1 CONIC. CHANNEL CL FENCE ❑ —� L. FENCE 1 i 5 3 -�]3 Ill 8" WAT ACP E PP 1 I _ � Q F CARETTA WA Y1 a. I O T ,. ST SURVEY MON. i — " �GAS E 1 ; , 6 CONC. 5 � Z I MATCHLINE SEE SHEET 5 S URVEY MON. 1 / N 1 PP Y I BMP Project Status: �� NO NEW IMPERVIOUS SURFACES ARE PROPOSED WITH THIS PROJECT. THIS \ PROJECT WILL RESULT IN A DECREASE OF IMPERVIOUS SURFACES. DIAL TOLL FREE rNo2 SS y PCANN iNG PARKS &RECREATION PERMITS 8 11 ( � ` ENGINEERN6 SCALE 1 " 60' ABEFORE 7WODAY8 : = LAND 1v1 r DEMOLITION PERMIT N0 BEFORE . ab YOU DIG D SURVEYING F to— Xq 3 cft OP CA % UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 60 120 111 CORPORATE DR., #210 PHONE: 949-542-7220 H LADERA RANCH, CA 92694 FAX: 949 -542 -7230 BY: DATE: Y: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RAM BHC EC RAM APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 0 DESCRIPTION: CC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED GRADING PLAN FOR: HORIZONTAL LOCATION: SEE SHEET 1 1 " =60' DATE : 3 R.C.E. NO.: 23971 1Z-z to BY: BY: DEMOLITION PLAN FOR THE HALL PROPERTY RECORD FROM: COUNTY OF SAN DIEGO VERTICAL N/A RICHARD A. MOORE, P.E. DATE: 31 DATE: 3 O ELEVATION: 215.640 DATUM: NGVD 29 EXP. 12/31/11 PLANING CASE NO: /g Vp1O( 1G0 0 14 - t4 SHEET 4 OF EXISTING UNDERGROUND STRUCTURES ` THE EXISTENCE AND LOCATION OF THE UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE WOOD FENCE 1 PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE PLACEMENT OF THE LINES AND VERTICAL CALLOUTS MAY DIFFER FROM ACTUAL CONDITIONS DUE TO INCONSISTENCIES IN THE RECORD DRAWINGS VERTICAL AND HORIZONTAL INFORMATION \ RELATIVE THE THE EXISTING TOPOGRAPHY SHOWN HEREON. THE CONTRACTOR SHOULD TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. N MASONRY WALL ` - - - - -- 1 1 I ** NOTE TO CONTRACTOR: r 1 FENCE ALL UTILITIES SHOULD BE SHUT OFF AND CAPPED PER UTILITY COMPANY REQUIREMENTS. � r r � � CONTRACTOR SHALL COORDINATE NTH APPROPRIATE UTILITY COMPANY PRIOR TO a 17 CONTRACTOR LIMITS OF DEMOLITION 1-- -4 SDG &E REMOVE W E ECTRICAL POWER AND GAS LINES PRIOR TO DEMOLITION. �,. -. L J - 5 ' W NOTE TO CONTRACTOR n SECTION F - F CITY WILL INSTALL 6 -FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE oQ ( a - NOT TO SCALE NECESSARY, ALONG THE PERIMETER OF THE SITE AS NEEDED. CONTRACTOR SHAD. PROTECT % THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. C ARETT w \1 /A i/ ld[S`► /A T`r1 % ST O MATCHLINE -SEE SHEET 4 CoNC.' 5 WOOD FENCE I NOTE TO CONTRACTOR: /�/❑❑ SITE CONCRETE MASONRY BLOCK AND ASPHALT SHALL BE PROCESSED ON SITE PER STANDARD .. � pp Y SPECIFICATIONS FOR PUBLIC CONSTRUCTION TO MEET THE SPECIFICATIONS FOR CRUSHED SURVEY MON. 1 MISCELLANEOUS BASE AND STOCKPILED AS DIRECTED ON SITE. THE CITY SHALL PROVIDE THE j TESTING OF THE MATERIAL TO CONFIRM THAT IT MEETS THE SPECIFICATION. I Q IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE MATERIAL SO THAT IT MEETS THE o SPECIFICATION FOR CRUSHED MISC. BASE. ------ - - - - -- - 1{]3 C.L. �© CONK. ST T 1 FENCE MASONRY /WOOD /C.L NOTE TO CONTRACTOR: — FENCE MASONRY /WOOD FENCE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN, IF REQUIRED BY THE CITY. 1 1 SECTION G -G - -- 1 CONC. DRAIN NOT TO SCALE D D TREE i I j 1 M.H. (BAMBOO) DEMOLITION NOTES 1 g_ _ _ ; R ❑1 PROTECT IN PLACE DEMOLITION nk a C PL C B A 13 P.P. I Q2 PROTECT EXIST. TREE C.L. FENCE I E3 DEMOLISH /REMOVE EXISTING BUILDING /STRUCTURE /CONC, SLAB Fit ** 1 C.L. FENCE o — I X X C.L. FENCE 1 ® REMOVE EXISTING POOL — — _� ❑5 REMOVE EXISTING ASPHALT PAVEMENT REMOVE ET GATE / \ I (TO BEN EXISTING FENCE/WALL/GATE REMOVED / / B A' o� X X BY CITY PRIOR 7 REMOVE EXISTING TREE / SHRUB L = DIRT = - �I� - - - X11 TO DEMOLITION) ® I EXISTING VEGETATION NO CONSTRUCTION INGRESS/EGRESS LIMITS OF DEMOLITION L J L J Q9 REMOVE EXISTING LANDSCAPE IRRIGATION ALLOWED FROM SOMERSET SCALE: 1' =60' 1® REMOVE EXISTING CONCRETE SECTION H -H 11 REMOVE EXISTING SIGN 0 60 120 NOT TO SCALE 12 REMOVE EXISTING SEEPAGE PIT PER COUNTY HEALTH DEPT. STDS. 13 REMOVAL BY OTHERS (N.I.C.) If- C.L. FENCE DEMOLITION IE TREES 1 R/W R TREES 1 WOOD AND C.L. FENCE 1 1 LEGEND R/W + 3't _ - - _ - - PROPERTY LINE 20' DEMOLITI 20' S DEMOLITION 7C CONC. CHANNEL LIMITS OF DEMOLITION C.L. FENCE C.L. FENCE PAVERS M ! I PR IVAATTE) + X (TO BE REMOVED I ((PPARIVIATE) I (TO BE REMOVED DEMOLITION ' X BY CITY PRIM X BY CITY PRIOR MASONRY WALL X WALL RESIDENCE 1 C.L. FENCE I TO DEMOLITION) ( 1 C.L. FENCE I TO DEMOUTION) — — — — ] — — — — — (HEIGHT VARIES) _ 7 r I X X I - -- X X r� - - - - -- \\ /��— B BUTLER BUILDING C i — -- I I --- - - - - -- T1 - - - - -- — - - F - I -------- TT =��� - - �1 POOL DECK F1 L �� �� -- �� ST STORAGE BUILDING I I I I I I I I ---------- - - --�� �1 L LJ L LJ LJ LJ SECTION A -A SECTION B -13 3' CONC. DITCH SECTION D -D SECTION E -E NOT TO SCALE NOT TO SCALE 1 NOT TO SCALE NOT TO SCALE WOOD AND C.L. FENCE 1 DEMOLITION MASONRY WALL BMP Project Status: - - NO NEW IMPERVIOUS SURFACES ARE PROPOSED WITH THIS PROJECT. THIS I 9 OA. Mo oN PROJECT WILL RESULT IN A DECREASE OF IMPERVIOUS SURFACES. L J 0 �. I Q fA pD A. �c�, DIAL TOLL FREE l� e 9 2� LJ SECTION C -C N0.23971 m = ANh���a PARKS &RECREATION PERMITS 811 NOT TO SCALE CIV * Exp. 12 -37 -11 IL ENGINEERING �T 3 AT LEAST YOU DIG - SURVEYING q o CAUFCP� � A l l, DEMOLITION PERMIT N0. /0 ' 709 'o, :Sol UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 111 CORPORATE DR., #210 PHONE: 949- 542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -7230 BY: DATE: DATE: DESIGNED BY 1 DRAWN BY 1 CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RAM I BHC TEC I RAM APPROVALS CITY OF= ENCINI E NGINEERING SERVICES DEPARTMENT DRAWING NO. ' 2 DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED GRADING PLAN FOR: LOCATION: SEE SHEET 1 HORIZONTAL 1 " =60' DATE 10 BY: L�L_LJ BY PLAN FOR THE HALL PI�PERTY RECORD FROM: COUNTY OF SAN DIEGO N A R.C.E. NO.: 23971 VERTICAL � RICHARD A. MOORE, P.E. DATE: 3 / 7 1/ 10 DATE: 0 ELEVATION: 215.640 DATUM: NGVD 29 EXP. 12/31/11 PLANING CASE N0: Qq-197 Aloololflego SHEET J OF }� STORMWATER POLLUTION CONTROL 1 REQUIREMENTS FOR GRADING CONSTRUCTION SANTA FE DRIVE • 1 A. . R �_ _ AND M AY 9e • - _ V p .: r '> A- NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, WAL ,AREA -- r �- n DRAINS NATURAL DRAINAGE COURSES OR WIND. BMPS ��-_ _ -- \• '�— ` r' B. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE 1 i Ar _ S� i t t >, -1 t , r `C ✓ PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND SE -1 SILT FENCE r -,, h 1, _ ... SE -7 STREET SWEEPING AND VACUUMING -` '. OR WATER. SE -8 SANDBAG BARRIER �_,_ .',: „f 1 r -` 1, C. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN SE -10 STORM DRAIN INLET PROTECTION •, t ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOILS AND WE -1 WIND EROSION CONTROL - "' _ - -,y v= _ I j' SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED TC -1 STABILIZED CONSTRUCTION ENTRANCE /EXIT ,. \FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF EC -1 SCHEDULINGIN A PROPER MANNER. SPILLS MAY NOT 8E WASHED INTO THE DRAINAGE SYSTEM. EC -2 PRESERVATION OF EXISTING VEGETATION T i NS -1 WATER CONSERVATION PRACTICES" D. EXCESS OR WASTE CONCRETE SHALL NOT BE WASHED INTO THE PUBLIC WAY OR NS -3 PAVING AND GRINDING OPERATIONS ` 1 i ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE T NS -6 ILLICIT CONNECTION /DISCHARGE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. _ -� r� � '{ ; � i j ' � ! � '` °�; `+ f . - � '• '\ '\ '� �� ` Y ` `' � ` \� ' \_ 1t_. �T ! ♦.F 01 NS -8 VEHICLE AND EQUIPMENT CLEANING ` �..__.,,�',,,.. ' � �,' : 1, � f I ,� .� .'° •\\ �. , ' , \.0\ ` � i� OCI NS -9 VEHICLE AND EQUIPMENT FUELING E. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A NS -10 VEHICLE AND EQUIPMENT MAINTENANCE a _- ? j ” ra x ;. y `' \ COVERED RECEPTACLE TO PREVENT CONTAMINATION OR RAINWATER AND WM -1 MATERIAL DELIVERY AND STORAGE I Y VEHICLE CLEANING, FUELING DISPERSAL B WIND. M-4 SPILL PREVENTION AND CONTROL -s : AND MAINTENANCE AREA WW-5 SOLID WASTE MANAGEMENT BMPS TO BE IMPLEMENTED : \ • „ , r I 4 4 F. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VVW HAZARDOUS WASTE MANAGEMENT 1 _ �3. _ i WM -4, NS -8, NS -9, NS -10 h vJ ). VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED M-8 CONCRETE WASTE MANAGEMENT h y (AREA MAY BE A 4 ;a SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. WM -9 SANITARY /SEPTIC WASTE MANAGEMENT }� = r l ; I MODIFIED BY CONTRACTOR) - -1 " . \ } ; ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE ;•, i _ L - �,a >: \, ` . WASHED DOWN BY RAIN OR OTHER MEANS. ,: , r °+ ? ' 1 � , v � f � f ._ ._ -_} �.�.-- <- - ^___ . - ��"".S _ I � � •� ` _. 't � •' A � 1 ",. , + � v •I j } �V - - � \,` � � �,+ •' \ \�� �`�\.\ � G SLOPES DISTURBED R ION MUST BE STABILIZED S ED SO TO INHIBIT EROSION WATER. WIND AND TER. • - ` `'-�` t s• _ � CONCRETE TRUCK WASHOUT AREA ` ? t, '., � ` •. , �� t �k. `�; THE BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST & pp~ ` BMPS TO BE IMPLEMENTED: MANAGEMENT PRACTICE HANDBOOK CALIFORNIA STORMWATER QUALITY TASKFORCE EROSION CONTROL STORMWATER �,` T WM -8 (AREA MAY BE ♦� `, a k SACRAMENTO, CALIFORNIA 1993, OR THE LATEST REVISED EDITION, MAY APPLY r ' MODIFIED BY CONTRACTOR) DURING CONSTRUCTION (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED POLLUTION CONTROL MEASURES APPROPRIATE BY THE ENFORCING AGENCY): • Erosion control shall be provided for all erosive surfaces. Sloped surfaces « especially shall be protected against erosion by installing erosion resistant 72 z surfaces such as erosion control mats, and bonded fiber matrix. xr-4 �\ �� CONSTRUCTION NOTES • No excavation and grading activities shall be done during wet weather. " EROSION CONTROL NOTES • Diversion dikes shall be constructed to channel runoff around the \ ' Fy `e� ¢ (, k v l4 OO INSTALL DOUBLE HIGH ROW OF C�RAVELBA6S construction site to the satisfaction of the City. INSTALL SILT FENCE (SE -1) Stored materials shall be contained p p WASTE COLLECTION AREA' >�•,` 71 INSTALL DOUBLE HIGH ROW OFGRAVEUlAGS AROUND STORM DRAIN CATCH BASIN. and spillage. Contractor shall store these products wherre e they will prevent stay dry BMPS TO BE IMPLEMENTED: MATERIAL DELIVERY AND � • a secure lace seepage �' INSTALL FILTER MEMBRANE PER CALTRANS CONST. BMP HANDBOOK (SE -10) see p g x �\ � out of the rain. Contractor shall provide secondary containment for all fuel WM -5, WM -6, WM -9 STORAGE AREA .f1 © CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL (TC -1) stored on -site. (AREA MAY BE BMPS TO BE IMPLEMENTED: 70 V � Contractor shall eliminate or reduce pollution of stormwater from stockpiles MODIFIED BY CONTRACTOR)- 1 (AREA 2 MAY I BE 9 11 } • t `, • SEE SHEET 7 FOR DETAILS • kept onsite. Stockpiles may include soil, paring materials, asphalt concrete, pipe bedding, aggregate base, etc. Stockpiles shall be located away from MODIFIED BY CONTRACTOR) concentrated stormwater flows and stormwater inlets. Stockpiles shall be O h LEGEND covered or protected with soil stabilization measures and provide a temporary sediment barrier around the perimeter of all times. \ - ` 11� c SBAGS • Contractor's employees who perform construction in the City of Encinitas y 7 STAGING AREA O EXISTING FLOW DIRECTION shall be trained to be familiar with the City of Encinitas stormwater pollution ' .A control requirements. The Contractor shall inform subcontractors about G _lk stormwater requirements and their own responsibilities. Prior to submitting `` their bid the Contractor shall contact Mosih Maher at (760) 633 -2776 to / NOTE TO CONTRACTOR get further information on the City of Encinitas erosion control and m :: �.- CITY WILL INSTALL 6 -FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE stormwater pollution control requirements and incorporate all costs to ` 9 NECESSARY, ALONG THE PERIMETER Of THE SITE AS NEEDED. CONTRACTOR SHALL implement these requirements into their bid. N \ �t PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. • Contractor shall be responsible for properly disposing of all waste and m \ y 70 k ti unused construction materials. Dumping of unused or waste products on the ground, where water can carry them into the conveyance system is strictly a - *- � ` prohibited. P p r y LL,. t , COVER STOCKPILE W/ PLASTIC TARP - 71 SAMPLING LOCAiiON /1 .- / HOLD DOWN PLASTIC TARP W • No seepage from dumpsters shall be discharged into stormwater. }' i 70 CULVERT_ L*' DOU BLE HIGH ROW OF SANS BAGS _. Berms /dikes shall be placed around dumpsters to divert natural storm rn' �; _.._ . -_ _ -, GRAV94 �\ r,, t runoff. Dumpsters shall be checked frequently for leaks. Dumpster lids shall " pp J remain closed at all times. Dumpsters without lids shall be placed within - structures with impervious roofing or covered with tars in order to avoid ; rain contact with any trash material. 7 T 1;, _ } � i n e • Non - recyclable materials shall be taken to an appropriate landfill or -" r `' . •X 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 v . SAMPLING LOCATION /2 436 -4151. P ( sters call EDCO at 760 ♦ , / 71 SCALE: 1" =100' • Pollutants shall be kept off exposed surfaces. 70 } ;zr 0 100 200 • Portable toilets must be in working order and checked frequently for leaks. `LS. L--a awa rfrom shall p P n d oan inlets locate P ervo�s s� ray s. p ortabl e e ore s MATCH LINE -SEE SHEET 7 • Y � P _ • Construction debris shall be kept away from the street, gutter, and storm t ` r drain. The Contractor must routinely check and clean up material that may have traveled from the construction site.L BMP Project Status: NO NEW IMPERVIOUS SURFACES ARE PROPOSED WITH THIS PROJECT. THIS NOTE TO CONTRACTOR FE�� PROJECT WILL RESULT IN A DECREASE OF IMPERVIOUS SURFACES. e� ` ALL AREAS FROM WHICH STRUCTURES OR PAVEMENT ARE REMOVED AND ALL AREAS ���Opo n DIAL TOLL FREE DISTURBED RBED OR WITH VEGETATION REMOVED DURING THE COURSE OF THE DEMOLITION y e P LP-,A N 1 N PARKS & RECREATION PERMIT S 811 W OOD MU CH BE PROTECTED FICE TECTED FROM EROSION BY A MINIMUM 3" THICK LAYER OF ¢ LU E 92331 ENGINEERING * 6 o 0. �O ' Jy7 3 O AT LEAST TWO DAYS �t CIVit P��T LAND BEF YOU DIG 0 DEMOLITION PERMIT N fro SURVEYING cnuF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949 - 542 -7230 BY: DATE: BY: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RAM BHA EC-, RAM Y APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESIGNED ✓tI� DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED GRADING PLAN FOR: LOCATION: SEE SHEET 1 EROSION CONTROL PLAN FOR THE HALL PROPERTY HORIZONTAL 1" =100` DATE : 3 23 to BY: -�� BY: R.C.E. NO.: 23971 � �� RECORD FROM: COUNTY OF SAN DIEGO VERTICAL N/A RICHARD A. MOORE� `"`7' P.E. DATE: 3 /Zq / / O DATE: ,�300 mu- ,�1 ELEVATION: 215.640 DATUM: NGVD 29 EXP. 12 3 11 P LANING CASE NO: C��t ' �g, 1 joRI d SHEET 6 OF ^ r E all ;Y r _`♦ _ ° v �. V� CORRUGATED S STEEL PANELS p`` 11 ' r. ,•+erY' I , as: east s9e ♦ a ,, `\ '+ :J� \ O``\v - \ a MIN �_ �t �� �F+ \t �b.r' 0 0 0 c c cco° .o o ° o o_ 'C"T ' tJk �\ i {� ^L _ ".. .. � —1... y . - -. .. "`! ^ }.. - � \♦ �,�.'. ti - r c: r O, ° ° o .,c o 0 ✓r ,.,, .' 111 t ; -- t__ t r « .w -..- -rte-_ e a _ — - '♦. A "O`e ° o'o ° o - a o <f Y� -. -, ar u.. f - T ♦ ♦ t, u�� t `'`. o_. -u'° o ° o ° o� °" A ��♦� �t STEEL GRATE v � \ a 2 " -3" COARSE I2 M 1 { g _ i \ �`v AGGREGATE t . L� c -' - -�� ° }} i ry F 4 , NOTE: PLACE 4" PVC DRAIN PIPE IN EXISTING GUTTER FLOWLINE Op / MATH A.C. RAMP AT DRIVEWAYS IF STREET CURB & MAH LINE SEE SHEE 6 GUTTER DRAINAGE FLOW IS BLOCKED. I f i, N N f RECORD FRO '.� TEMPORARY GRAVEL ENTRANCE ITC 1) 1 �, { - � J t + t 41, ? \y — GS TYP. qy i it ( .. ,w< le,.•. + h'r,' _ ( 6 1 MISS ( ) �u t `....7 ' SCALE: 1 2 BAG MINIMUM 11 0 ' ne..' n!I' , xc..; ,ref y,y ,s.., ,ae: �II ? \ Y �X R1 C X le,Y i E ,e.:' , ea.1 4 ' / 't ♦ ♦ :iL 1 ., . py D , 1 0 err:` ' P SAND , _ q N.T.S. IN 10 Y t 1- - `. ...." w. 'G." ,. i 1. r � , r , - i t i `'i : n', 'i illa n. 4 INSTALL FILTER MEMBRANE a -v rm ,.._ , PER CALTRANS CONSTRUCTION AREA DRAIN BMP HANDBOOK IN I �.. _ r / d lr ,6 DOUBLE HIGH ROW x .. I,. .e - os a, ` .:,. OF SAN�AG� �� $ „• - -- - SEE BELOW / t Y• _ + � . ` i t. • , I, a. } � 3 MIN OPENING r ; BE ROW � r s � , . Q A Z ' 1 , y. L ^ r ; _ J : C t k - - ��.,,; , ` i - ,�, ---- t Z A SECTION A -A W 1 y {1 � 1 t 1 . a 70 t t - ARO UND I SANDBAG AREA DRAINS 1 - �,.... � ,:. N.T.S. I I sa. �. + ` ♦ - ..T WAY (PRIVATE t l.. � - T T r ' / 1(yll Y h.!:- _ =t , ', 1 =- , t � ._ N CONSTRUCTION NOTES `; � EROSION CONTROL NOTES INSTALL DOUBLE r� BLE HIGH ROW OF GRAVcta/WS (SE -8) n I 1 7 S . Y_�..,..� ___ -_ i }� 1 \, � ' .1 + ��Yi � � 1 \ �j1 ` t, .� ?r� —'•�% i`- / �� � *. m.- .....:r �.1,.��.1+ t SE — INSTALL DOUBLE HIGH ROW OF V6t 3 AROUND STORM DRAIN CATCH BASIN INSTALL SILT FENCE 1 k" °9 O INSTALL FILTER MEMBRANE CONST. BMP HANDBOOK (SE -10) 71 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETADETAIL - ) ! h Ji ' 1 5 1 , '4 ^ i , s Y '. e.. .'ti T t nnnw / 1: . 11' 1 x •,> _. -. o LEGEND SAN L BAGS r >� 4u9 p Y h _ .: W AIIW'CK AVENUE —� EXISTING FLOW DIRECTION SEE SHEET 6 FOR NOTES AND BMPs UST x, NOTE TO CONTRACTOR NOTE TO CONTRACTOR CITY WILL INSTALL 6 -FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE ALL AREAS FROM WHICH STRUCTURES OR PAVEMENT ARE REMOVED AND ALL AREAS DISTURBED OR WITH VEGETATION REMOVED DURING THE COURSE OF THE DEIAOUTION BMP Pro Status: NECESSARY, ALONG THE PERIMETER OF THE SITE AS NEEDED. CONTRACTOR SHALL WORK SWILL BE PROTECTED FROM EROSION BY A MINIMUM 3" THICK LAYER OF PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. WOOD MULCH. D NO NEW IMPERVIOUS SURFACES ARE PROPOSED WITH THIS PROJECT. THIS Q pAFE8sig 1 PROJECT WILL RESULT IN A DECREASE OF IMPERVIOUS SURFACES. 0 A. q.� DIAL TOLL FREE r� 9 m i PLANN PARKS & RECREATION PERMITS 8 11 P. 12 -31 -11 CIVIL No. 23971 Fx ENGINEERING �` N A � TWO � LAND SURVEYING r9 pF �A ,��ff ?q ,� DEMOLITION PERMIT NO. /O - 3 OS� fe 30 fr UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949- 542 -7230 BY: DATE: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RAM BHC EC RAM APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED GRADING PLAN FOR: LOCATION: SEE SHEET 1 HORIZONTAL 1" =100' DATE : 3 to EROSION CONTROL PLAN FOR THE HALL PROPERTY 1019.2 M: COUNTY OF SAN DIEGO N A R.C.E. NO.: 23971 TIN VERTICAL RICHARD A. MOORE, P.E. DATE: 2' DATE: ,30 ELEVATION: 215.640 DATUM: NGVD 29 EXP. 12/31/11 PLANING CASE N0: 0� - g ] rnU/(! A S HEET 7 OF Mitigation Measure Air Quality -1: Mitigation Measure Hazardous Materials -3: Grading, excavation, and onsite soil transport activities could potentially expose construction workers and local residents to hazardous substances throu gh the The construction contractor shall prepare an Emergency Action Plan based on inhalation of contaminated soil in the form of fugitive dust. Due to the potential the potential for unknown buried hazardous objects / features (i.e., USTs, of releasing hazardous chemicals from the soil during construction activity, the pipelines)to be located on the project site. The Emergency Action Plan shall following mitigation measures are required to be included on grading plans to address the procedures and response actions that must occur immediately if a prevent this from occurring. potentially hazardous feature is encountered below ground during construction activities. Specific safety procedures and actions shall be based on the type of a. Minimize land disturbance to active construction areas and stabilize material encountered as different materials can require unique response actions. exposed soil in any area not currently under active construction that has All DEH requirements regarding emergency procedures related to the discovery been disturbed through use of hydroseeding, soil stabilizers, or similar method. of a potentially hazardous feature shall be included in the plan, including spill b. Minimize onsite storage of soil; contaminated soil shall be disposed of response actions such as immediate containment procedures and emergency properly in accordance with all applicable regulations. notifications should an impact cause a potentially hazardous materials release. The plan shall include contact information for the City project manager, EFPD c. Stabilize the surface of soil stockpiles if not removed immediately when and DEH contact person who would be notified immediately in the event that a temporary stockpiling is necessary, cover the stockpile with plastic hazardous object / feature was discovered onsite during construction activities. sheeting or tarps. Timing: The Emergency Action Plan shall be included in the contractor's d. Use watering trucks or chemical soil stabilizers to control fugitive dust; specifications and construction plan prior to issuance of constru ction permits for the project. watering / stabilization shall be sufficient to prevent visible dust plumes from occurring. Responsibility: The construction contractor shall be responsible for preparation of the Emergency Action Plan. The construction contractor shall be responsible for e. Suspend grading and earth moving when wind gusts exceed 25 mph implementation of that plan if an underground feature is encountered during unless the soil is wet enough to prevent dust plumes. construction. If emergency measures are required, the City Manager's Office shall be responsible for ensuring that all appropriate documentation is f. Minimize the free drop height of excavated soil during batch -drop completed through DEH. operations (i.e. earthwork with frontend loader or backhoe) so that the Emergency Action Plan: generation of dust is limited to the truck bed. In the event that an unknown hazardous object is discovered during construction g. Install gravelbeds and wheel shakers in all dirt construction access roads / demolition activities, the contractor shall cease and desist all work, secure to remove soil from tires of vehicles exiting the project site; gravel beds surrounding area with caution tape and appropriate barricades. Contractor shall be designed to extend 5 feet beyond the width of the roadway with shall immediately notify the proper authorities and vacate are a until said a minimum length of 20 feet. Wheel shakers shall be installed at both ends authorities have granted permission to continue work. of gravel beds and will extend the full width of the roadway. h. Sweep and rinse paved streets at least twice per day or more often when SHw�fl A p�cv�o�s�y uNk,.►oLur� ur�eE there is evidence of dirt that has been carried on to the roadway. 2 y ��ND Srov_ E TANK (�sT� g D c�wlvL. Lo.J6T'2�r�c�I, "il -1r� i. Revegetate disturbed land as soon as feasible; revegetation shall include cb vehicular paths created during construction to avoid future off -road N �'�� sHp.� �t.tP�EpIP.TEL�t µA w I TµE vehicular activities. T4 F— CO6 DEN ANA j. Install project landscaping as soon as construction in an area is complete -r�1 n E► la�c.�y �tJO2 t�PU� ►,� Foe- f Ffl� t►scov,E to minimize exposed soils. Timing: Prior to grading, permit issuance all measures must be shown on the grading plans. Mitigation measures such as installation of wheel shakers that can be put in place prior to construction shall be completed before construction activities begin. All other measures shall be implemented and maintained throughout the duration of construction activity. Responsibility: The construction contractor shall be responsible for the implementation of the required dust control measures. The City Engineering Services Department shall be responsible for ensuring these mitigation measures are installed and maintained throughout the duration of the construction activities. BMP Project Status: D NO NEW IMPERVIOUS SURFACES ARE PROPOSED WITH THIS PROJECT. THIS ESSlC QpoF PROJECT WILL RESULT IN A DECREASE OF IMPERVIOUS SURFACES. NOTE TO CONTRACTOR �a P p0 A. M qt ALL AREAS FROM WHICH STRUCTURES OR PAVEMENT ARE REMOVED AND ALL AREAS DIAL TOLL FREE DISTURBED OR WITH VEGETATION REMOVED DURING THE COURSE OF THE DEMOLITION m PLANNING PARKS & RECREATION PER MITS WORK SHALL BE PROTECTED FROM EROSION BY A MINIMUM 3 THICK LAYER OF No.2337i n GVN. * ExP. 72- 3 +, -11 811 WOW MUD. ENGINEERN O s AT LEAST TWO DAYS LAND �qr crvlL ?� / / g BEFORE YOU DIG SURVEYING F OF CAL% ✓� DEMOLITION PERMIT NO. /0 - 30V 3 0 / UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 111 CORPORATE DR., #210 PHONE: 949 -542 -7220 LADERA RANCH, CA 92694 FAX: 949 -542 -7230 BY: DATE: BY: DATE: REVISIONS APPROVED DATE REFERENCES DATE BBNC:FI MARK SCALE SPECIAL DISTRICT RAM I BHC E c I RAM APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. DESCRIPTION: OC 0019 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP 0 ED GRADING PLAN FOR: LOCATION: SEE SHEET 1 HORIZONTAL 1" =100' DATE N COU N A CONTROL PLAN FOR FIE T HALL P�PEIITY 10492 —G RECORD FROM: VERTICAL COUNTY OF SAN DIEGO ;d — R.C.E. NO.: 23921 BY: BY: RICHARD A. MOORE, P.E. DATE: 3122 I 1 a DATE: L3 �3D�j ELEVATION: 215.640 DATUM: 29 EXP. 12 31 11 PLANING CASE NO: �Q- 7Q 7 I�Y1(f� /�n�� /�r.Q SHEET 8 OF 8