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2010-10658 G (Plans) RIGHT OF WAY NOTE EROSION CONTROL S1OR1yMUR POLLUTIOV CaYnXL OF NOTES RE ATZVE TO fXI IRU MV ACTIVITIES QDNT... SAN DIE'GUITO MATER DISTRICT MIES O,YVT... OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHIP OLSON AT (760) 452-5092 EROSION CONTROL CONT... 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL 24 HOURS A DAY. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT FACILITY (FIRE HYDRANT, VALVES VALVE BOXES ETC.) THAT ARE EFFECTED BY THEIR AVE RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED PROJECT. UM RESPONSIBLIBITY of THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE LA TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SOIL. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES DM NOTE SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING DIEGO COUNTY WASTE DIVISION. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT ACTIVITIES ARE COMPLETE. AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH OF THE ENGINEERING INSPECTOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT - ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ON-SITE CONSTRUCTION MATERIAL STORAGE INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND COUPLINGS. USE 9.5-FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL GRAM - NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EAOSI(NV CONTROL MEASURES AS MAY BE SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT RADII BETWEEN 140 FEET TO 270 FEET. USE 19-FOOT PLAIN END PIPE LENGTHS WITH ffi n K OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL DEFECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR STORED ON-SITE. BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH To SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE it OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO n ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE• 1150 FEET. PIPE LENGTHS SHORTER THAN 9-FEET WILL NOT BE USED UNLESS E an s TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND SPECIFICALLY AUTHORIZED BY DISTRICTS REPRESENTATIVE. 2. THE SOILS REPORT TITLED 'LIMITED G OTECHNICAL INVESTIGATION FOR THE PROPOSED 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE ST STAABILIZBILIZ T INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL $)TE sr y AT ION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 22. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS m MIXED USE DEVELOPMENT AT W. JASON STREET & COAST HIGHWAY 101• CITY OF ENCINITAS, INCORPORATED HEREON. THE PERIMETER AT ALL TIMES. BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT s E CA." PREPARED BY ENGINEERING DESIGN GROUP, DATED SEPTEMBER 20, 2004 & 'UPDATED JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL s _ GEOTECHNICAL REPORT. BY ENGINEERING DESIGN GROUP, DATED MAY 10, 2010. ALL B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF TRAINING MATER IALS TO BE NO-LEAD BRASS PARTS. ° GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL � CONTAINED IN SAID REPORT. BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL 23. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-CF- 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. ( 1_ WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT LAND"IM w PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ° SIOFiMVATER P1111UTIpV (X)VV1FXX POST Lr7n6TFACTIpV gp/pp PATES WASTE MANAGEMENT ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 1. FOR STORM WATER POLLUTION CONTROL PUERPOSES ALL RUNOFF FROM ALL IMPERVIOUS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. OCTOBER I OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER VICMT MAP 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DRAIN SYSTEM. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES 1 AND APRIL 15. NTS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL LEGAL DESCRIPTZ0N CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. UNIT DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DLWSTER LIDS SHALL REMAIN NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES LOTS 1 & 2, OF BLOCK 2, OF OF SOUTH COAST PARK 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NO. 4, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA OMER 9 CERTFEATE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP ACCORDING TO MAP THEREOF NO. 2049, FILED IN THE WITH ANY TRASH MATERIAL. OFFICE O= THE COUNTY RECORDER (F SAN DIEGO COUNTY 01ERMIIT)EE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. , /P TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED JULY 2S 1927 GLORIA JUNE MAIR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS VENTS WATER-BASED PAINTS, VEHICLE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 935 CAMINO DEL ARROYO DR. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE SAN MARCOS, CA 92078 ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND ANN: SI1E ADDRESS RECYCLED. NOM-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL 7:30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO DRAINS SHALL BE INSTALLED IN DI SC AR DRIVEWAYS, OR ANY OTHER IMPERVIOUS OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS 254-222-26 & 49 COAST HIGHWAY 101 AND JASON STREET (760) 736-4311 ADDITIONS To THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR ENCINITAS CA. 92024 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. ENGINEER, SOILS ENGINEER? GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING iE WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY DISCHARGE IT TO AN ADEQUATE IMP/BMP. EXISTING PROPOSED CALLING (760) 633-2770. RECEPTACLES AROUND THE SITE. IMPERVIOUS AREA IMPERVIOUS AREA NET CHANGE COMPACTION AND STABILITY OF THE SITE. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE ALTERED WITHOUT A PERMIT FROM THE CITY. LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. 7.957 SF 4.400 SF -3557 SF APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAIL ROUTE. THE DEVELOPER 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN GLORIA JUNE MAIN DATE SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND 935 CAMINO DEL ARR YO DR. WITH REGARDS TO THE HAULING OPERATION. OBTAINED. EXCLUDING ROOFTOPS STOFUMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY SAN MARCOS CA 92078 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT• BUT PRIOR TO HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. (760) 736-4311 B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN 'AS GRADED LEMV CERTIFICATION" SHALL BE PROVIDED STATING.' "THE GRADING UNDER PERMIT NO. 10649-G STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO SOILS ENSIPEER 5 GERTIFICAIE ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOOKED WHEN NOT IN REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT PROPERTY LIME OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT (760) 633-2770. I, _ ERWF.RAfr ______ A REGISTERED CIVA ENGINEER IN THE STATE OF BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE SAN DIEGUITO MATER DISTRICT NOTES NEIGHBORING PROPERTY LINE CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE: FIELD OF APPLIED SOIL OPERATION. TRASH ENCLOSURE AREA. iTHE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED (WASM THE TO PROPOSED CONTOURS 255, CONDITIONS PREVALENT WITHIN THIS SITE WAS MA' BY ME OR UNDER MY 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR THE STANDARD SPECIFICATIONS of THE SAN DIEGUITO WATER DISTRICT (WASC). THE MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE DIRECTION BETWEEN THE DATES =�1? AND -j�_LQ__. ONE COMPLETE UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR SEPARATOR AND IS TEEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON FILTER AND EXISTING CONTOURS - - - �- -- - - COPY OF THE SOILS EFFORT COMPILED FROM THIS STUDY, WITH MY COMPACTION TS FILLS AND D AND L WILL AND COMPACTION OF TRENCHES. HE SHALL SUBMIT DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM AFTER THE DATE OF ACCEPTANCE. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY EXISTING EASEMENT - - - - - ENGINEER, FURTHERMORE, I OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN THE CONTRACTOR UNDER THE SUPERVISION OF THE SAN DEGUITO WATER DISTRICT, AFTER HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED EW AL NOTES: PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. EXISTING EDGE of PAVEMENT - - RECOMMENDATIONS INCLUDED IN THE SOILS REPORT', FOR THIS PROJECT HAVE ° USE. 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A BEEN INCORPORATED IN TIO GRADING PLANS AND SPECIFICATIONS. (EXCLUDING ANY EXISTING MAN MADE SLOPES). 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF CENTERLINE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. - POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 0 FT AND THE MAXIMUM AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL VERTICAL HEIGHT OF FILL IS 4 FT 4. ALL SERVICES To BE CONSTRUCTED CLEAR OF DRIVEWAYS. EXISTING WATER MAIN N -W RICE NO.: 6122 kl TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH EXISTING SEWER MAIN --S S 40-n 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 6.0' RESIDENTIAL LOT. EXP. DATE: �____________�_ 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE OF CUT AREA OF CUT (S.FJ PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND 5. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF EXISTING GAS MAIN -G G- ENGINEERING DESIGN GROUP OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1 FT SAFETY FOR ALL TRENCH WORK. 21221 MONTEIL ROAD UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE OF FILL AREA OF FILL (S.F.) EXISTING MANHOLE Q SAN MARCOS CA 92069 REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB. IF NO SIDEWALK EXISTS OR 7 PROJECT 104680-1 TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL EARTFMM DATA FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE CONSTRUCTED. DRAINAGE DIRECTION PHONE (760) 839-7302 BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL 300 CUBIC YARDS REMEDIAL B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROPOSED STORMWATER VAULT _ _ _ _ _ _ 2' X 2' CLEANOUT BY BROOKS (TYP) TALL 6" CLEANOUT RIM 55.6 IE 49.8 R M=55.0 IE=54.2 RlGfff-OF-WAY 3" PERFORATED PVC PIPE WITH FILTER FABRIC SOCK INSTALL 6" CLEANOUT DECORATIVE PERVIOUS PAVERS 17I¢f=55.0 IE=53.7 PROPERTY LINE PROPERTY LINE BY ORCO AQUABRIC OR CITY INSTALL 5.5" PCC OVER JASON 1 � 1 APPROVED EQUIVALENT COMPACTED NATURAL GRADE AC=53.94 ' * �' �� (SEE DETAIL) INSTALL 6" GLEANOUT 1 STREET AC=53.92 AC=53.81 �, AC=53.71! AC=53.63 AC=53.49 1 / �0 �Qg & A PRIVATELY MAINTAINED BMP RIM=55.0 I�=54.3 1 1 50.8' PERMISSION OFITHE CITY OF GATE VA AC=53.77 - COAST HIGHWAY 101 g AC'=53.50 BW 53.9 55.0 EN�INITASLEA COVE S AC=53 73 -AG=53,BS AC=53.63 AC=53.40 W - W ! W W _- W AC=53.51-, G=53.52 INSTALL 2 - 2' X 2' DRAINAGE IT �� - _.W !�! EANOIT$^t`BY BREIBKS OR- -'u EXISTING GAS MA-n EQUIV - SEE DETAIL D TYPE C-4 CT tU rl' EL.53:0 :' I1�`TALL L. 'SFYROFOAA�;B04Q:T G G - G G G G RIR!� 53.8 IE=50.8 RETAINING r-- • .• ...• Lam, _ _ _ G G - G G ----- G -- G G G G - -WALL PER SOR iD !a 1 _ ` •. ." .• •..PRD7�C.T L R:FROM TEAAS�.. 1 i l i1­ 1 FL-53.23 F� 53.32 F r i' Ir L . LONCREI_ URb 6 6UTTtR FL=53 FL=53.22 FL=53.28 FL 53 LTG=5328 . , 8 F'FF (#iAT�Dr : T = FL=53.14, `. R3VC PIT'E: • '. I - . TC=53.84 -- _ J - ---- - - F�=53.28 j -- FL=577 u • --•-•���AB. .�•' :'. •; .. TC=53:65 Fri ,i 4• - TC=53.87 TG53.79 TC=53.80 TC=53.80 I I 1 270 CF Yi�A t -DETENTION:- • T � FI I F9I HATCHED AREA REPRESENTS 11 1+5 �AD - TG=53.81 TC=53.54 4 ' - - _ 6" GRATES TO V R Tt WALK FL-53.31 u FL-n3.31 :, '. '. .., :: PSYSTL tM.1�Rl1PPED .TRV'15 MR-* .'.• :'•, „I EPA!. I - TYPE �f 2 - DS IE INSTALLED 10' 0/C TG-53.&2- LANDSCAPED BMP AREA NOT _ I r' , SIEGO W P •OR"EQUIV -'IE-d4.5. �' 1- r' --- _ Ln _[ LI Lr ° ... - • : : y �- - IE=40.67 K 54.00 6" PVC @ 1% TO EDIFIED WITHIOUT THE FL-53. 2 �_ r r 'TECI � Yf=FTQ1� EA • TO `I TC-53.76 l L PERMISSION OF THE CITY OF TC=5.,.92- .78 PED BAH M1� �- '" 52.3 10' TG 53.3 ENCINITAS TG 53 3 T¢aNC. NIA M _. T $.° , " r ': .: •:. i I u FS 54.03 11 ) ki4' c r IE 52.1 15°03'16'E 99.98' (99.95 IE 51.7 -7 = 3 c^- EX FIRE HYDRANT �N1 I 13r Mt .3TE�iO WF3AR • .' :r' '• �� I �1'� - l I�1 11 Fes' I'IK I I, IC71 I'r- III I� �I e .i . I___rfl - -= - _ / , w _ w�RNIATING DUPLEX PUMP SYSTEM - h�k LIIR.OR'E©UIV 3 ,C=53.85 : ' :EL.495•t ��(�- pgpMATIC SK60A2 NON CLOGGING T _ hji 'i 12•.SAND• BED•. � .. -..' • ::- •y : l FS 55.93 , . e, SEAT WALL . -` '.; ' ' �� ! " GAS: u � I r_I - `-�T'..�::--.�_ - -_;:--�-�-. =� ^�-' 1-� H�IBLE PUMPS W/0.6H� 1750RPH ' lI a33 , .,. �' EXISTING.1.5 - - ,11.-11 I II -:::-:� - _ I�,�il_I II' `i�'-:I -il[-11'x, TC FL=53.40 I :.:.=��� _I� 60 MOTOR AND INTERGRAL LEVEL . , ' .: . . r � � T'�T ri'- ,': t�;:', y::'< -. ,! � l9 ,. -= :, . ::i" ," :,:: = _ �Gl7RE)L SWITCH (SEE SPECIFICATIONS _�FS:55. ,. , ,r � . , ., r �r(Aa � \ `. ,\'� \ \� 3-1--_�-1 "�T:I 'T1=T�G�1^( �I ?IT`. _.�"i`:__ _1�I� , L I :. � ,> . .: ?.' -.> ,;- .,:,. / �.: :.. ,.� .tf ,s" l ,,; RIGHT-OF-WA DEDICATI � � \ , r1J i�!1� l i! I I_ I_ ` �l � !�.- I _��I! III � F . �� i I� ` FS�;55' tG., ON \ } L NAILS PER BAR RET is / ,z ' .u.: _ , 1Latn - " .,?rr�/�j �' �r/ \ ` \ \ f13'�- I-li�l II _I C`�__� If.'L f_il� { _I i_fI- � AG�3.20- - ;<< j ,r,. �/� ;1 TO THE CITY OF ENCINITAS \ � , � ��;I _i -I ='` _ -.Ir_11 �; i,-- �_� _,,1�t1_Ii _ I I I _! ,� '-, 5 fZ ,I r l \ \\, \ \ ra { E d _. ,_ _ s _-1F7E0 PUMPS) OR EQUAL V 11 F 90' t1� ; L -55.96 : '"J 111 � i1_ Jri I -11 it11�F�Gk 42 � r 20.00' \ 1i I`- � r 1 A � _ r�C S,, x I C.}[,b. } ✓. ._ r7 r1�1t�:'7 f��11'I 1 . '`i\ "`I7 rv"ill'-Ili_ ull „l'�- -- _. -.,'iL �_il� \ AP 2222°26 aS�H' L 2' X 2' CLEANOUT # ¢ I fflff iiy �''/1,,," E L ~ f \ ,`'� - _ 601vC,° f W �A ,�\ DETAIL A2 DETENTION SYSTEM �\ 1, BY BROOKS (T1P) a:jS;a`i ' � \ I I �� 0 . / / � t� tl1� 00 ` \, SCALE: HORIZ. 1"=10 ' � • FS 55.96 '= FS 55: FGQ f 7/�jt T,, ,7 �A '� VERT. 1"=5' 24" 24" SAMPLE BOX Y, � '� 7 �\ ,� �,,- 53.54 _ V't� l,l Q GREASE J �I✓L Y f AI� _L_ / / FG 55.50 .` IE 5361 �� ��b°l, T! CHANNEL INTERCEPTOR _� 3 Y, THROUGH WALL / w II( BY LENSEN PRECAST POPTI OF LOIS 1 & 2 BLOC / ! HATCHED AREA REPRESENTS 54;•00 DECORATIVE PERVIOUS PAVERS OR EQUIVALENT, C ST PA .NO. 4, n1A � ' o> LANDSCAPED BMP AREA NOT � r !'fin"," � � V PROPERTY LINE BY ORCO AQUABRIC OR CITY PROPOS D a y f FG 56.90 41� +>'u * �i rn A: `,L APPROVED EQUIVALENT IE TN-_9j.85--")1E OUT 53.6 18" CONCRETE ENCASE TO MODIFIED WITHOUT,, HE f v BUILOIN PROPERTY LINE FS 55.96 PERMISSION OF THE CITY OF � 1 ' "� 54 00 � � ��\V ' 1 (SEE DETAIL) V\\ ) PVC PIPE @ 2% (TYP : r�Ui,,r ':'t �\ ALLEY ^� " ' EXIST 6" AC a ,y VA A PRIVATELY MAINTAINED BMP FF=Jr6.O N. COAST HWY IOl 30 ', �� LANDSCAPED Q � 1 NOT TO BE MODIIFED WITHOUT i PLANTER A WATER# MAIN g '', ' PERMISSION OF THE CITY OF m z T ti � ��r W. - . ; °' = 1. ,,s / . ', : PER WO-69-17 \ ENCINITAS FS 55.96 55.96 1 /i r ? , e; �'li' .r 7/r,f y , POSE PAVI l J �� V S 54.92 r,• ARCH SITE WA PRO D"AC LL ma r- 1( 't:r lr 4r,1,(1tr:. cYO A�� ti \ F - t. EX PCC SIDEWALK FS 54.33 B r FS 55.96 �� ti W ` o z \r `.���\ -i h� EX G-2 CURB 6 TTER - v7 :. r I � i_ -- li - I-I f . �' u �:I TG 53.3 FS 54.37 7' e ° - _ WI I �! - , ,..-.=, - - I EX AC AVEMENT o ti x : . ,r, . 0 1.1 _iI: _7.1 z I � ,. I �L �l II :I_ y _ s t kn \ �, .. HATCHED AREA REPRESENTS AG VIII - - �µ S Q ., t , Q1 1 , ;.... r � - ,_ .:�! .., ;,y�,, ' � f• � :-,!.1't _ I r _ - :-�,_ ,�� _ C- ',- I�'YS":Y �r :`���.. :ham{ I( '!_,1 I't-i n v r' n / LANDSCAPED BMP AREA,,NOT G h,), I f ,:,r; -'{ �i !. �T J 1I - - 53iQ' � X L v >~i rr ,. J /` . :< DWI THE TO MODIFIED a I _ - I I I - I n � ,. . : TN6UT s;� _,. � ... ,. � �lF4s.',';`*!;, � 3" PERFORATED PV� I - C 54.13 ! o -,? , ' :. i8" R?EFlFfiRAT.f TALL GREASE LC PERMISSION OF TYEITY 0 r - - - - - - , {. �� m WITH FILTER FA rl :PV.0 PURSE '.: `i EP TOR i 1 �L�{ E. VIEW,,M�I� a ENCINITAS r f -i; 5 0 �, - � _ l - - . 0- 2' X 2' CLEANOUT rf a CIS, NT C�� '�' :�' r ' f xt2 53.6 ':`, y . : . ' ': : , - I ARCH SEAT WALL BY BROOKS ,I M Ilv. % I 2 -. 3727Q CF. (,RAVEL. R?E NI7ION $YS - 78 EX 4' DIA PALM Ll,!I SEE A PLANS - DIN 1 MIL•• S� '�� � RIM 55.6; IE 49.8 �z]t` � + TO -� ' I 5 TEGO'.WRA'P.:-': I r-:i ,�I 1< FOR WALL & FOOTING �. r - __-CMU fET ALL _ r .: - _ - DETAIL SE 4O 9 1 PER ,C'7-4\ -, r; r , , . � _ _ . • _ , . . :. ".. ; . Ir- - r��� ..' ?� � . 1 -:i r, r- � �. � . � .: . FS ,65,�s. , :':- 53.7 Li 1--1�.�a�(`I_ I ' • i?z.5' • (-=IL� 5 - II�R' E REMAIN DS F -�• K S - - r- _ S4 4 ! I 3 INSTALL 2" STYROFO �_ 1 I :. .. r Imo, 1 4 ter' L NE�lF. E -{(� _ Pcc Pa I Fs 55.9 N. COAST H1NY 101 7 �L W 'a ' EX 4' DIA RAEM PROTECT LINER FROM TEA t-,"�.. J i r I���i -! -I, - • i '�. PUNCTLN�S - „ TO REMAIN --II ••." _ PROPERTY LINE _ mil- i '•DS' �•435�' : r -� -HATCHED AREA REPRESENTS 15 MIL STEGO -� - {, 1' ! �! =ri--., IE 5 . LANDSCAPED BMP AREA NOT LINER OR EQUIV ! 1 I +. DASHED LINE TO MODIFIED WITHOUT THE REPRESENTS :$ARttR _' � i I I °- 4" PERFORATED PVC PIPS `r' I{ ' � { _ PEFAfISSIQN OF THE CITY OF _ :: .?:C: err:: >�:a - T i�l TO 533 EX CONDITIONS WITH FILTER FABRIC �I{ III P ENCINITAS I ,tII- a==1 �-T� 6�'_�� �. .�Ii >�� �:-.. } �.. r� �:, �I I I- ..i - r-I -__i 1,,.1 J.:.- `- Imo: 1 .. � �-I I-I - .I I_ .1 _ HE7 - '°T1 _ •. QX bEWE¢ x, - � � n':� �-, 4: ' VCR @n F - n _ - ;- ' x., � �:; „ .: �.. � -_ _ � '• -' � � IFS, - RICT TO INSTALL 1:5" WATER .SERVI - - - - r BW 54.OQ : - . _ , . , ;,.,_ ' . ,-, DUST �� - - ` •.. - ! .�1. - - .,..,,.,y, . r..= ., -. ... . . -'> rt�• ` ' - �J,�-I -:!:� -it;-. (-111- i. - { ! it e: - LA"xERALFOR W/ 1.5" MET AT OWN&RS EXPENSE � i` �_,. -It,1� I �- = P i_._ iI-I' f--=, ,�-fi(t�1 _ ;PIPE ', ,�,. r�?• �'- � ,; • _ ,v � i .ri�'�,:_ �, .� �.- _. __.. 15 d1IL�`�WRA ( y�`�-��`� - '- A�N Z3'/- - Af> 4 4 LINER OR EQUIV NSFOCI ER- l �- -�_ 1 •v' y 'r �G'`.55�'t 5 u,�,'., u - ?;- 1� f IC � s-{ i � 1 f DE M TAIL B 2 DETENTION SYSTE �a r •_,� . •. . - --- E `� I� .,_t�� ' � �`_�_ ' Imo! SCALE: HORIZ. ® VERT. 1'-5' t A;, 'may -AG BW Sb.16 �j5.1 FS x.13"MWIPIAPED A 5 _ EX UTILITY POLE �E L+- ���sys7Em MODIFIED WITHOUT THE / ,rc;36 A ' 8W=55.GO OF THE CITY OF ENCINITAS / TO REMAIN 3 � / � 1-I � SCALE: HORIZ. -1Mk75 s _ U - -� _tea= 5 -- Y LINE -` 7 I JASON STREET N. COAST HWY 101 ��*r .�'' � �- ' 1'ROP05ED F�- ALLEY STATIONING PER -_I y- - - __ _STA _ D & OVERLAY HATCEE BIJILDIN6 EX 8" VCP SEWER MAIN -EX PCC RIBBON PORTION OF AC PAVING Ti PROPERTY LINE 2' X 2' ID CO LCWD LINE "T-6" REULING INSTALL 6" SEWER LATERAL � FF=56.00 1 18° PVC PIPE PER LCWD LINE "T-6" RECORD GUTTER TO REMAIN ALLEY THE SATISFACTION ' T 1 RIM 53.8 2' X 2' GRATED INLET OL4WING DATED MAY 23 1962 DRAWING DATED MAY 2a 1962 F'ER LWD 5-17 CITY ENGINEER W 1 3" PCC WALKWAY 57 r. 1 EX F'CCi RIBBON 3" AC SIDEWALK TG 53.8 GUTTER' TO REMA E8 FOR ADA ACCESS P 55.49 1 R \ - FS 54 37 6" AC BERM � ��I _ E _ X X------X- X I X- X X-- X -X - X �I ARCH SITE WALL I I FL 53.22 F- -�� \ w rn\ ARCH STEM W TC 54 13 J rNC� P_-� F� rer f Q EP=55.38 E, -5, ..,2 EP 55.33 �1 r INSTALL DECORATIVE FP 55.97- Q / �� .! 1� , ! 18" PVC PIPE -� r i! -- -- -- -- �i�{ I I� �: - --- __-- PERVIOUS PAVERS BY - r " ! I �I ' �� �,� 771� � a E-1 I It- I I iH PARCEL 1. PM 16420 i Aa]NC PLAN Q i I F - I� : 11 r f T;eI 2" HARDWOOD MULCH -- ORCO AQUABRIC OR El i�� I h 1 , - 2% COVER OR CITY -- -(LOT 11 BLOCK 2-BAR 20 ✓ s6 LJ I�, I � DEEP-F100TED OI4000HT - - - gc - TOLERANT PLANTS FOR APPROVED EQU�6 - SCALE: 1"=10' L� IT ! "' -` WELL-DRAINED SOILS OR APPROVED EQUIVALENT GRAVEL FILLER NOTE: 8 2" BEO]IiVG PER � -_ CITY APPROVE I . 6" ENGINEERED SOIL MANN FACTIIER 5 SPECS GRAVEL FILLER TO BE PROVIDED BY II 3 GRAPHIC SCALE i "=10 ' PCC _ { f ( ORATED PIPE OR CITY APPROVED PAVER MANUFACTUFER. CITY INSPECTER OR EQUt L RED!)CER / EQUIVALENT TO INSPECT GRAVEL FILLER PRIOR TO DETAIL C-2 - CROS5 SECTION SEE NOTE BELOW _ , 4 INSTALLATION. I i" CU PIPE I 0 10 20 30 SCALE: HORIZ. 1`10' L- � ➢moo ��o p ��o �pD --4" - 318" GRAVEL %� I BERT. 1 5 DETAIN, D-2 - CROSS SEMON = h I ICI hI �! Ii 1�1 a °ao 00 0° o°o oc WEST EAST SCALE: HORIZ. 1"=10' C , ; Do Do 12" - 112" GRAVEL VERT. 1"'-5' :•.•-.:,-.--: 6" - SAND BEDDING OR 90' ROW NORTH SOUTH BIORETENTION 'ENGINEEFEED SOIL" LAYER SHALL BE MINIMUM 6" DEEP .:, - ' " CITY APPROVED EQUIV - "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX ��-15 MIL 5TEG0 WRAP LIFER ( 1 QROFESSjpN9 SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCK AND 3" PERFORATE OR EQUIVALENT EAST WEST 40' ROW _� c�0 LWEC q 20-30% TOPSOIL. FREE OF STONES STUMPS ROOTS OR SIMILAR OBJECTS, PVC SL�IAIN GRAVEL DETENTION 1 45' 45 1 Qy� q�oF� AND ALSO FREE OF NOXIOUS WEEDS. SYSTEM 50' 40' � 20' 1� , � z `1 LANDSCAPED BMP DETAIL DETAIL PERVIOUS PAVERS �` , 5. 1 1 5' 5' s CAD ®Expo 171651 1 m