Loading...
2004-9267 G (Plans) ]RIGHT OF 1YAX NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLUMGN CONTROL BUMP KOTES (PART A) RELAME TO CONSTRUCTLO.N ACTIVITIES ERIC MURPHY SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 396 N. COAST HWY. 101 OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCREM WASHOUT ENCINITAS, CA 02024 R 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 PHONE 760- 842 -9677 B ,Y 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 SI281 CONCRETE MEND DOUBLE PERMIT FEES. IT IS THE RESPONSIBIILITY 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. ft IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR. I1UTE ADDRESS: -_ - -- KNQW AI HER€ -MIS /#HER 4 4JNE -11S. _ - - --- ------ -- _ -AND TOP OF-ALL SLAPFS- $HAT I aE Rol INDED IN ACCORDANCE -WITH THE GRADING _ __ - ___ ---STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY- 2E _ CEIYIWG �YiETER. _ jIRAQiAGf6 ir(O'I'E: - - -- ORDINANCE. CONTRACTOR SHALL POST A SIGN OESIGNATMIG INE WASHOUT LOCATION. 1926 OX B� SEA. CA 12007 �� E 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION 5IY'6 A+C(.'ESS APN:260 362 14 2 c I10 CONCENTRATED DRAINAGE fiL01pS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 90 - ' LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF f5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLE$ EGRESS AND INGRESS TO PREVENT 5 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE i'REE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS R'ILI VACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL • • SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE r.�><. bFCOrzrrTrnx: H v - PANELVPLATES. tJTITdTY NOTE: DI SPOSAL OF ANY SUCH MATERIAL. L .- NOTIFICATIONS CONSTRUCTION VEHICLES LOT 13 AND 14 IN BLOCK 48 OF TRACT #1334 IN ;y ALL UITLi M SERVING THiS SITE SHALL 13Z INSTALLED UNDERGROUND. THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. FILED _IM OF FICE OF LOU D \ \ f n K R. �.. - --- ----� 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM _GUTTERS AND STORM DRAW SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES ORDN,I SANTA FE - - ORK TO BE DONE _- - - -- - - - - - - -- - _ -- - - - SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE - - - - PARKING, VEHICLE REFUEUKG. AND ROUTINE EQUIPMENT MAINTENANCE. QLL idAJOR REPAIRS SHALL BE MADE - - DEL ER � F A � �� �� N TY -: IPiI�Y 12� J4I1 . - - - - -- 13EST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF -SITE A, �y SITE A. GENE o� :THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY QWNER'S CERTIF�ICAT�E 4, j - - MEASURES TO 'PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT $BOSi01Ei CONTROL 1. ALL WORK SHALL BE DONE iN ACCORDANCE WITH THESE PLANS, THE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY i0 CONTACT THE FOLLOWING DINERS -0F SAID UTILITIES DR STRUCTURES PRIOR o �.•:_, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN _ _ ERO SION CONTROL MUST BE P_ ROViDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL 9E OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE CON STRUCTION STANDARDS -OF : HE CITY -OF ENCINITAS AND 'THE SM DIEGO 0 ANY EXCAVATION, FOR VERIFICATION AND LOCATION OTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH SUCH AS EROS" MATS,�VER ALL -GRADING - ACTIVITY AND ADVISE OU THE -COMPACT" -COMPACT" ,AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM _ __ _ � _.. -._ - - - - --- -_ -ADEQUATE GROUND COYER VEGETATION, MD BONDED FIBER MAT14X. _ - - _ -_ -- SHALL BE AP PROVED - ENGINEER - RFnuFCr COMMENCEMENT OF ~YORK. - - - - - - - -. - - - - - - - � STABILITY -- -_- � � �E - - -- - - SkiE 1aIY P RIM FOR - - - -- - - -- - i. - SEWERS • CSD - (760) -633 -2770 -- - - - INSPECTION. t 410 €XCAVATiON AND GRADING ACTIVITIES ARE ALLOWED DURING -GATE: -13. GAS & ELECTRIC - SDGE - (760)- 438 -6200 VICINITY MAP 2• TW SOILS REPORT TITLED 111<1/TET) SITE MiVEST1GAT10N, PROPOSED S1NGL€ C. WATER -SAN DIEGUITO WATER DISTRICT -i- 800 -227 -2600 WET WEATHER. . TELEPHONE - SBC BELL ( `¢ FAMILY RESIDENCE, 1926 OXFORD AVE, APN D 260- 362 -14, CARDIFF BY THE 760) -489 -3411 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUIV13f'F AROUND THE CONSTRUCTION SITE. CONTRACTOR . SEA, CALIFORNIA ", FOR THiS PROPERTY PREPARED BY EAST COUNTY SOILS IL CABLE TV - COX COMMUIMCAT - (745O) -" SOW X SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 'nom - RIC MURPHY _ _. _.LONSULTING DATED OCTOBER 31. 2001..AND UPDATE DATED OCTOBER 13, -__ __._.-- _ - -_._ bowl .,. a 1M 2004, PROJECT#01 -1 167D2 SHALL BE CONSIDERED AS A PART OF THIS •ACTOR SHAH 401011" TH€ CiTY L�NGITi€€R S OFFIC€ fIOURS PRIOR 1O REMOVE EXISTING VEGETATION MY WHEN ASS CUTELY NMESSSAR LARGE PROJECTS SHALL BE C- ND U IN 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 " GRADING PLAN. ALL GRADING SHALL BE GONE IN ACCORDANCE WITH THE ( ) *OILS L►ATGINEEIL'3 CRR'LPa'ICATE =RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. - -- - - - _ - _ - __ - -- - - - - - UNNECESSARILY: THEY HELP DECREASE EROSION. - - - - - - - - _ _ - 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, (760)- 633 -2770. ALL WORK PERFORMED VATWOUT BENEFIT OF 04SPE.CT" VALL BE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED 4, �L7�� _ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITtM SUBJECT TO F dECT10N AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST -GROW NG ANNUAL AND -> 11PRINCIPALLY DOING BUSINESS W THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A =SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR ' STREET REQUIRED I OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR _THESE _SHALL PERENNIAL GRASSES i0 SFWEID AND BIND THE SOIL. UN DER MY DIRECTION ON -9 -27-01 -AND FOR AN =UPDATE ON -10 -13 -04. -ONE COMPLETE COPY CF - t)3E REQUIRED W CONJUNCTION WITH IMPROVEMENT FLANS. � � AND ACTIIVTTiES ARC COMPLETE. THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO ' LrROSiOT1 COTITROL (SEE A1S0 $EST iaME1WAGERAEM PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT VEG AS S001E1 AS POSSiBLE, THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND 4. WRITTEN PERMISSION SHALL $E OF3TAit1ED FOR ANY OF7•SITE .e. ==t ' �+� CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN GRADING. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ERIC MURPHY AT VATER USAGE FOR OUST CONTROL ST=ALL BE MINIMIZED. INCORPORa ED W THE GRADING T G GP S. 4 760) -942--9677. 2 4 HOURS. _ _ - _ _ __ _ _ SPECIFICATIQNS � . AND 15. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO _) � „_�,__ . _- ._: :_ _ _ _ _ ON-,�E uvr4NSTTItUC'PIDN g� 9MAGE PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 8E MADE AVAILABLE AT ALL � DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL - 15). ALL NECESSARY MATERIALS TORED MATERIALS SHALL ESE CONTAINED IN A SECURE PLACE .TO PR-EVENT 0 011 !EXISTING PRIOR TO GRADING. SHALL BE STOCKPILED ON SITE ON OCTOBER i. AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS - � NO. - � 4 O �QU S. EACLUTATE t3c9Pl.Q 'C4.KSTR!JCTIQN Q.F 1FMPQWY Q,EYICES WHEN PAIN 15 1MteQNLKT. WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL ;..• EXP. 0ATE: -O 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ' MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE w NO- CO5407I C "' REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND APPROVAL OF THE ENGINEERING INSPECTOR _a ,- _ _ _ ` - ___ r_ _ _ � _ _ . _ __ JOB J:II1- 1167D2 SURVEYOR. EUMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE !c THE SOIL PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM VST COi M SOIL CONSULTATION AND ENGiNnItM NC" T. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ORDER TO IE STISFACTION OF THE GTY ENGINEER AFTER EACH RUN- ,OFF CONCENTRATED TORMWATER STORMWATER -FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR 10925 HARTLEY ROAD, SUITE Y DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE I AANTEE, CA 92071 TO ALL LOCAL, STATE AND FEDERAL SAM AND HEALTH STANDARDS, LAWS AND x(619) 25$ -7901 RAINFALL PERIMETER AT AL . TiMES. _ �- , �, '. _ - -R EGU ATIONS. - 5 . THE CONTRACTOR SMALL - INSTALL ADDITIONAL EROSION 'CONTROL MEASURES AS MAY i • ^ -- STATEMENT OF ENGINEER " ,8E REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR s $. GRADING OR HUMAN UMAIiETVT OCCUPANCY SHALL NOT CONDUCTED ONE-HALF CONDUCTED L E � WEEN THE OF A :.r UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. STRUCTURE FOR 7RACT0RS' EMPLOYEES V*40 PERFORM CONSTRUCTION iN THE'CiTY OF ENCiPMTAS SHA BE TRAINED TO BE THE UNDERSIGNED ENGINEER 1YORK AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY U 440URS OF 3:30 P.M. AND 7:30 A.M. AMOR ON SATURDAYS, SUNDAYS AND CRY Z. THE CCONTRACTOR L BE RESPUNTBLE AND SFixtt TAKE NECESSARY PRECAUTIONS fU11MILHAR WITH THE CITY OF NI ENCTAS STORMWATER POLLUTION CONTROL REQUIREMENTS. T11ESE 8MP NOTES SHALL WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR 'RECOGNIZED HOLIDAYS. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 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 °' I HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR-OWN RESPONSIBILITIES. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT- 6. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEE -T1NG _,• THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 7. ALL EROSION CONTROL MEASURES PROMDED APPROVED CRADING PLAN - IL010ERENT - -- - R EVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLiC ENTITY FOR THE PLANS - - -- - - - - INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND SHALL BE INCORPORATED HEREON. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DTSPOSM OF ALL WASTE AND UNUSED CONSTRUCTI[M "SUFFICIENCY OR ADEQUACY OF THE PLANS OR . DESIGN AND IT THEREFORE DOES NOT RELIEVE THE LEAST 46 HOURS IN ADVANCE BY ,CALLING 619 } 6ZZ- 2.774. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS .ON THE' GROUND, K THE WHERE WATER CAN CARRY THEM INTO ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ( OF SLOPE AT THE CONCL USION OF EACH WORDAY. CONVEYANCE SYSTEM IS STRICT PROHIBITED. t ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CiTY OF ENCINITAS AND iTS OFFICERS, -_ - - -- - -- - - -- -- - _ 10. PRIOR T& HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ! REGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY 4A1JURY ARISING SOLELY FROM THE CONSTRUCTIO SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO Q. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE W PLACE AT THE END OF NO SEEPAGE FROM DUMPSTER SHALL 13E DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AND RECEIV k APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHAH ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND A BE CHECKED FREQUENTLY FOR LEAKS. WORK PERFORMED BY THE GINEER. =_ RISING OUT OF THE ROUTE. THE -DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND FORTY PERCENT (40X). SILT AND OTHER DEBRIS SWILL BE REMOVED AFTER EACH DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITW REGARDS TO THE RAINFALL STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS W OW TO AVOW RAIN CONTACT WITH ANY- 3iAl1LJiJG OAT. �'' - SAN iF.GiiiTO ATFR iG i(T HO .C ; TRASH f11ATERJAI_ * ALL CONSTRUCTION MW"S StWt eE KEPT AWAY FROM THE STREET ADJUST • , Off", AND STORMORAfN. - CONMACTOR MUST BY: - DATE' MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED 11. UPON FINAL CORAPL €TlOrf OF THE WOW UNDER THE G1bbDNVG PERMR SLIT PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT - - - s - -- 1. REVIEW OF THIS PLAN 8Y SAN DIEGUITO WATER DISTRICT DOES 440T CONSTITUTE A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN RIAN C. - REG PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF - AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER LION- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS SHAMR CK ENVIRONMENTAL DESIGN � DEVELOPMENT PERMIT NO.9267 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH HAZARDOUS MATERIAL, CALL THE HAZARDOUS WAS" HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION -- OF THIS pRO.J €CT. $RIAN C. REGAN THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 1811 ROCK SPRINGS RD. re ` PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE __ �. �'., -- - _ -__ _ _ --__ _ _- _ _ -- - _ - _ I = -_ _._ SAN MARCOS, CA 92069 OF T41E CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 2. CRO €X1 INGS, LIN, LIN E PARALLELING 1N}iICH LELING OR PROPOSED E O THE CONNECTION DESIGN I .f N SHALL BE FI ELD . FI ELD£ ELD VE _ RI -_ FIED POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND fRECYCLAG RECEPTACLES AROUND D62 RS. THE SITE TELEPHONE NO. (760) - 480 -S 'ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER *CE NO.: C35343 12. ALL GRADING SMALL BE INSPECTED AND TESTED M A QUALIFIED SOILS MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS EXP. DATE: 9 -30 -05 - � LL . w N EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND w ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE PORTABLE TOILETS MUST BE iN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL w o UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PROVIDE SECONDARY CONTAINMMENT ARID LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INL.E>;S ON PERVIOUS + P DISTRICT. NO'I"RS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON FILL: CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR TO 9 CY COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATTDftS / CUT: , - =� p 291 CY -' - _� � N - AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HiS 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. � EXPORT: 282 CY REMOVE AND RECOMPACT: 375 CY @i U OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR ETC.) WHICH IS AFFECTED 8Y THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST INTENDED USE. MftT CURRENT SAN 04EGUIM WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR MOM � ON b1LMM GXTER POLLUTiON CONTROL MEASURES .AND REGUIREMEWT5 PLEASE CONTJiCT is ; z STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. IMPERVIOUS AREA: y 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EXPENSE. • o PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL _ _ _ _ f�A AREA � TO &N UCMON: 2,469 9_0 FT CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET SEPARATION WHEN PARALLELING WATER IMPERVIOUS AREA AFTER CONSTRUCTION: 3 505 SQ FT FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT SERVICES. INCREASE IN IMPERVIOUS AREA: .03 6 SQ TT - OF S /D,y, EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT - 2 cn r- DRAINAGE AND EROSION CONTROL !MEASURES HAVE BEEN W.$T 1 F D, . S. MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS '�G� � Z Z AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. . s w" g 343 04 I4. TILL AREAS TO IRE FILLED SHALL BE PREPARED TO BE FILLED AND FILL y SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL 15. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER x " 9 5 w VEGETABLE NoText NoText NoText NoText NoText