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2007-478 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. r;mhc►lul a 2. THE SOILS REPORT TITLED 'jN ARE EOM DATED FEBI+2007AND UPDATE DATED 03/7/11 PROJECT# 613 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 478 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER, HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL EDDIE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GEORGEES AT (619)504 -4569 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA, THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, I AFFECT I S, H W C MAY ECT F NAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS EMPL E OY ES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWD - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800- 227 -2600 D. TELEPHONE - SBC BELL - (760)489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760 }806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL, IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2165 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 1282 SOFT INCREASE IN IMPERVIOUS AREA: SOFT IMPERVIOUS AREA REPLACED: 883 SQFT Miami 6A%Aff lmv /^ OWNER EDDIE GEORGEES vOck P Z GEORGEES FAMILY LIVING TRUST Z WENA ST. SAN DIEGO, CA. 92119 PHONE tP SITE ADDRESS 1235 NEPTUNE AVE. O TG S ENCINITAS, CA. m Z PSO 0- APN - 254 - 230 -05 -00 y O E Z S S Z O G LEGAL DESCRIPTION J SON N LOT NO. 26, BLOCK 220, MAP 2049 PARK M N - SOUTH COAST NO.4 -BLK 1 ROS 6629, 12914 0E m SITE p 'o OWNER'S CERTIFICATE y yG N to N-A I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. tiSVC DIN B`v0 SIGNATURE: ���� DATE: 3 Z� ZO�� VICINITY MAP E 5RMn TRUSTEWV N.T.S. SOILS ENGINEER'S CERTIFICATE pl� d4 1,Z11AMEA i..ac1/ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 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 UNDER MY DIRECTION ON U 2007 AND FOR AN UPDATE ON 91711011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FO HIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: ZGG76 ( 1 EXP. DATE: 3 It 14- JOB #: 6 IS 928 Exp.3131/1 COMPANY DEN MAR ADDRESS P.O. BOX 153500 SAN DIEGO, CA 92195 �°OD�q� ®0�� PHONE (619) 546 -7093 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES PROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN TOE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THEW RK PERFORMED Y THE ENGINEER. SIGNATURE: DATE: 3 Z PIs ERIC G. FOTIADI FOTIADI & ASSOIATES 2544 FOURTH AVE, SAN DIEGO, CA. 92103 619 - 595 -0085 RCE EXPIRES 06/30/13 EARTHWORK DATA 11 /" 0 � 9 STEEPEST EXISTING NATURAL SLOPE ON -SITE = H: V 1 MAXIMUM VERTICAL DEPTH OF CUT= 2 ' MAXIMUM VERTICAL DEPTH OF FILL= 2 ' CUT= 24 C.Y. FILL = 49 C.Y. IMPORT= 25 C.Y. REMEDIAL = C.Y. (_' REMOVAL AND RECOMPACTION UNDER AND STA STANDARD PROJECT KID HAMS ' OUTSIDE OF BUILDING AREAS) oil( !�I DIk rF, No.35763 m Exp. 06/30/13 S OF DESIGNED BY: DRAWN BY: CHECKED BY: SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE LEUCADIA WASTE WATER DISTRICT IN NITIALS ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 C14ANAF, 6LSv4,r16W6 %14 S 2 ANn 3 % •lam• /L DESCRIPTION: BRASS DISC IN TOP CURB INLET PLANS PREPARED UNDER SUPERVISION OF REVIEWED B R&,% GRADING PLAN FOR: 1235 NEPTUNE AVENUE LOCATION: WEST SIDE RAINTREE DR. AT SANFORD Aa ADD O®I-. 5 DRIVE. HORIZONTAL: 1" = X' DATE: 12/16/11 4A Mic RECORD FROM: CITY OF NCINITAS BM NO. 1004 MAM M HER C -42519 r�&LA EN WATT GEORGEES RESIDENCE 478 -G ' ELEVATIQN: 67.84 DATUM VERTICAL: 1" =X` SIGNATURE/ ` 3 /2 ERIC G. FOTIADI R.C.E. NO.: C -35763 PUB2.9 C RKS DIRECTOR APN 254 - 230-05 0000s A DATUM.,Bt4VD88 .41 l fi t 12, 5 • 11 yrp j}j, r/!�i D TE ENGINEER'S NAME EXP.: 06/30/13 DATE DATE PLANNING CASE NO: 06 -198 GDP SHEET 1 OF 3 'A O 01 d' pA.n �= r 01A ,0A W�a ?wz w < 0- 77 N I E.RETAININ E. RETAINING 1249 NEPTUNE AVE WALL TO BE WALL TO REMAIN �O REMOVED 85 5 co NI'�R R�ca{2Si ; 88 ,lb, o° N. J w 3 ti' N74 "56 31 E 119.86' Cog �Ng2 90.3 0 !_ \ 9 L pp PROPOSED APN 254 - 230 -04 EXIS'INC G�• D3s�?3 1P� 5.� HIGH ` \ CONTOUR CONTOUR 90 RET. WALL B� 00 �� s - - - a o . CtNC T0. BE REMO`/�D Y1- 9 (N) 2' -0" HIGH �� 5' -0" SIDE - RET. WALL 20' -0" REQUIRED FRONT °P�• YARD SETBACK i'- 10.1/2" - ti • 't u �• O - • s 7 B� - DTL 1 SHT 3 YARD SETBACK .�� N 74' 56' 31" E - �� -° �^ i` - 4 0 119.86' PROPERTY LINE SEMI 4mpl__ 89 C o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑a ❑ ❑ ❑� ❑pppp❑o �.g 0000❑❑❑❑❑ ❑LL0o0❑tyqg ❑0❑ v ❑❑❑61d❑❑❑ 000 000,00 ❑b ❑ ❑ ❑ ❑ ❑❑ j. W, '��' AC PAVING -o4C.L.Ouf o TO BE REMOVED 9� .,,,a, . , I R. i2,$, �-Y� 00 R�'E; �a P• SLOPE FILLED ' ' J SLOPE 18 C.Y. 9 2 O E. CONC. TO EA DEFILE D SAGE -� 3 C7 NC. AT `SLAB SLOPE 12 C.Y. CONCRETE STAIRS w�ggo p BE REMOVED E. GARAGE ()CK _ & LANDING. RNEr.2WALt HI ew&,o,' FLOOR LAU,DINC 91.6 z BE REMOVED _... LAyypt DTL 1 SHY 3 I ELEV.w,±*+. - - 25' -fi" S 7 A 00 NENN SWIMM(K6 POOL' E. RETAININ 4 ( {E) CONTOUR Z d �lACUZZI UNDER $LS" DP MAX. I E. RETAINING WALL TO REMAIN WALL TO BE E. LONG. TO _ __ S�PARA�iE PERMIT N(1. fi REMOVED CONS o BE REMOVED s� 21' -6" FRONT YARD I l5 2 APN 254- 230 -28 8 Z �� 9 •8 m E. HOUSE TO (E) 2' -0° Hlc SETBACK 90.8, T� S•�411i'.t.�.F Y11 RET1 WALL _71 N ; POOL It1= O m z BE REMOVED { EL. :': ' 93g - - I "s -2 " -0 •' •' 9oa 2 92.0 ¢ 1 G) a. IZ gap j 25 y 20 (Tj 9 9 3 3 "DIA ROOF DRAINAGE .'. FENCE -0" HIGH 0� r. rr A (E) EDGE ,a LANDSCAPE PIPE BELOW GRADE. EL. 4'3.O 3 -� DIP MIN • ) A T1 P. 3 , AC PAVING AREA PAD._ EL 92.0 ¢ I� cO 2 92 � n1 � � p LEC 9 r I o FIN.FLR. q'L $ m W I N C7 �- ROOF DRAINAGE Z CONCRETE (TI z ETER � (N) D m A F90.8LR. DOWNSPOUT. TYP 3 cla LE 4o SWALE r CONCRETE 1 r (N 2' -0" HIGH m G)t)l�iLl11 n tR �� a z f?E)T. WALL I N) 2' -0" HIGH (� � LAWN ASONRHTN3LL DRIVEWAY TO BE 5.5" THK J Q w DTL 1 SHT 3 � ORTLAND CEMENT CONCRETE A (PCC) OVER COMPACTED BASE y 1 o °p / PN 254 - 230 -40 g" g ` VA 2yi TO 90 %. SEE GRADING NOTE 6. t � � -- • I �(�f N 2. -0" Z ° MELIN. FRO ij BMP GRASS STRIPS -- "- ' LINOE G�5 CJO� ( E. RETAINING I PER 1A /SHT 3 r ^! m to ?s C7Tp0 WALL TO BE PG \O �� Q \� QJ PS I g2,A D I AY y (` RR ^ f C DRIVEWAY c REMOVED G �k a 14% MAX. SLOPE ^ SURFACED ON PCC AREA OF CUT - s GM'S 2 9 PP #126893 `�� UPS UP 2' -0" SLOPE 16 C� 2 '9/6 (Nl 2' -0" HIGH i FLOW LIN E. RETAINING WALL TO REMAIN 9� NO C\IIg3 � 92 r DDETL' 1WSHT 3 9 „�``✓, "� , EL. m C' 3/4 "6j0^ 91 \ �► 29� � � m G04N g9.3 �\��,�5 w 3 c� ❑ � � CO NG SGA � 8 pp N74'5 0"E 119.90' 3 2 O '9 9 �.�. 000'0 ❑ ❑ ❑ ❑0❑❑ ❑ ❑ ❑❑ ❑❑❑❑❑❑❑❑❑ tt pp O o- -. 0000 fe. ❑❑ ❑ 0000❑ 0❑❑ ❑❑❑❑❑❑❑❑❑000000❑❑ }e1�j1HIGH ❑❑ ❑❑00 ❑00 ❑ ❑❑00 ❑n0 ❑0 ❑❑ 0000❑❑❑ LECTRIC ❑2200❑❑.p❑ 090,8 ❑ ❑ ❑❑ N' 0000 ❑ ❑0000 ❑❑0❑❑ ❑ ❑❑ ❑0❑❑ 0000 ❑v❑ � � °� r RET. \ POLE u ❑ ❑ ❑ ❑ ❑ 9/ t� WALL I I S c! 9 N 74' 55' 30" E:a IJ 5'-0" SIDE YARD �'��HIGH 119.90' PROPERTY LINE -* SETBACK I 93 - 93 B 4 u RET. WALL EXISTING WOOD /O� "STORM WATER POLLUTION CONTROL BMP EXISTING CONTOUR FENCE TO BE PRIVATELY MAINTAINED AND NOT TO TO BE MAINTAINED 9 NEW CONTOUR \ ?s APN 254- 230 -06 3Q . BE MODIFIED WITHOUT A PERMIT FROM THE CITY . 1219 NEPTUNE AVE } ❑ ❑ ❑ ❑ ❑ 0 0 0 0 ❑ PERMEABLE PAVEMENT y - t >A PPA) ❑ ° ❑ ° ° ° ° ❑ ° ° PER DETAIL THIS SHEET p ��� LANDSCAPED AREA GRADING PLAN (GRADING PLAN CASE #06 -198 CDP) W, t�" r TOPOGRAPHIC PLAN (EXISTING CONDITION) pp t� NORTH 1 " =10' NORTH 1 " =1 0' DEMOLITION PLAN BMP PER DETAIL 1A SHT 3 alsw 10tT, wAu. (plTNL arnl) 1 IRIEr MtAtl. It T �/�`f�, ©n' n'T NOTES c Q nI NOTES c 1 ORIVI Y VATER MA YAGEME Y 1 1 O EV GI \ADI YG 1 V®/ EV ,e><1sr N. RETAINING WALL 2 DTLBI ADDED � 0 E. RETAINING WALL & FENCE TO REMAIN E. RETAINING WALL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT 1. ALL GRADING SHALL CONFORM TO THE REQUIREMENTS OF THE GRADING TO REMAIN r r �^- 92•a 93,0 SWIMMING POOL STREET(S), DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END ORDINANCE SECTIONS 87.101 THROUGH 87.804 OF THE SAN DIEGO COUNTY NEPTUNE AVE. F•F•�2 F•F•-447& OF EACH DAY, OR AFTER A STORM EVENT THAT CAUSES A BREACH IN INSTALLED CONSTRUCTION CODE OF REQULATORY ORDINANCES. FIN. GD. 90.8' EXIST. BMP'S WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET(S). A STABILIZED 2. ALL FILL MATERIAL SHALL BE COMPACTED TO AT LEAST 90% MAXIMUM 8 CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR EQUIPMENT DRY DENSITY. ONTO ADJACENT G I SITE SECTION A _ A FROM TRACKING MUD OR SILT ONTO THE STREET, 3. NATURAL DRAINAGE SHALL NOT BE DIVERTED OR CONCENTRATED 5 2. ALL STOCKPILES OF SOIL AND /OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT FOR A PROPERTY. 4. MAINTAIN 1% (MINIMUM) SLOPE AWAY FROM ALL BUILDINGS FOR AT LEAST 5' -0 ". BEST LANDSCAPE PRACTICES CHECKLIST: 1" =10' PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE COVERED. ALL REMOVABLE BMP 5. ALL GRADING DETAILS SHALL BE IN CONFORMANCE WITH THE FOLLOWING DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE DAY RAIN 1. AVOID INVASIVE PLANT SPECIES IN LANDSCAPE AREA PROBABILITY FORECAST EXCEEDS 40 %, SAN DIEGO COUNTY DESIGN STANDARDS OR REGIONAL STANDARD DRAWINGS: 2. USE WATER EFFICIENT PLANTS E. RETAINING WALL -� 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE A. DS -8 LOT GRADING 3. PLANT GROUPINGS TO ACCOMPLISH MOST EFFICIENT USE OF WATER CONSTRUCTION ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN PLACE ON SITE. B. DS -10 GRADING OF SLOPES 4. AVOID PLANTS WITH KNOWN ROOT PROBLEMS ADJACENT TO PAVED AREAS N. RETAINING WALL N. RETAINING WALL PER 1 SHr 3 � 4. A CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER C. DS -11 REQUIRED SETBACKS S 5. AVOID OVERSPRAY OF PLANTER AREAS PER 1 /SHT 3 AFTER EACH RUN -OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACH IN EFFECTIVENESS. D. D - 40 RIP RAP ENERGY DISSIPATOR 6, UTILIZE NATIVE PLANTING L 1 t 24e_1 e- �5 WALK WAL 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED E. D -75 DRAINAGE DITCHES 7. IN TRANSITIONAL AREAS USE A COMBINATION OF SITE ADAPTIVE AND COMPATIBLE WALK E. RETAINING WALL 5112" CONC. DRIVEWAY AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. PORTLAND CEMENT CONCRETE (PCC) TO BE 520 -C -2500 NATIVE PLANTS. 8. ALL IRRIGATION WIRING AND PIPING UNDER PAVED VEHICULAR OR PEDESTRIAN AREAS 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST 7. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S SHALL BE INSTALLED INSIDE A PVC CONDUIT. ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. PROPERTY. IF ANY DISTRUBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A 9. IRRIGATION DEVICES AND PIPNG SHALL BE INSTALLED BELOW GRADE IF WITH IN 24 INCHES 7. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO THE STREET AND INTO RESULT OF ANY PROPOSED WORK, THE DISCRETION THE CITY VEHICULAR PEDESTRIAN F'M� p S l T E SECTION B - B ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE /OR EAT PELT WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY INSPECTOR, DJ 10. AVOID THE USE OF FRE PR VEGETATION. KT {DiTNL 111 • aMts) 1"3) THE PUBLIC STORM DRAIN SYSTEM.GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH T MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 1 " =10' CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. A NOTE TO THIS EFFECT SHALL BE WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PLACED ON THE GRADING PLAN. PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A LA = 1498 S.F. STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS ETo= 42.9 INCHES PER YEAR N. RETAINING WALL MAWA = (ETOO (.62) I L E G E N D OBTAINED. PER 1 /SHT 3 t 0.7) 498 = 42.9)(0.7)(1498)(0.62) = 27,891 GAL. PER YEAR CONC. DRIVEWAY t EXISTING TO BE REMOVED -W W- EXISTING 6" ACP WATER LINE PER SDWD WO -52 -18 1/4" JOINT EDGE OF EXISTING T•w• GARAGE HOUSE , AQUA BRIT PAVER BY ADVANCED PAVEMENT T.W. r• F'F'- 8&E"C{''3'0 EXISTING TREE TO BE REMOVED EXISTING CONTOUR PAVEMENT TECHNOLOGY 92.1 -S S- EXISTING 8" SEWER LINE -G G- EXISTING NATURAL GAS LINE FILL SLOPE 1 2" 3/8" GRAVEL BEDDING NEPTUNE AVE. 6" 3/4" GRAVEL BASE NUNN EXISTING WATER METER QAOGESF ! EXISTING SHRUB TO BE REMOVED �o 0C �A� g.W. ✓�'y�� y Z CUT SLOPE �" No. asasa m I Y Y-1 SITE SECTION l.i - l� Exp. 11630/13 , SUBGRADE 1 =10 -►--►- DRAINAGE ��qp c,v ,>s PERMEABLE PAVING DETAIL F OF -� DRAINAGE DIRECTION cAV�� NTS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DEINITIALS ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. I INI I IALZ5 I I I I IALZS C AW4e 9lkVA-ri0J\le> DESCRIPTION: BRASS DISC IN TOP CURB INLET LOCATION: WEST SIDE RAINTREE DR. AT SANFORD DRIVE. RECORD FROM: CITY OF NCINITAS BM NO. 1004 ELEVATION: 67.84 DATUM HORIZONTAL: 1" =10' VERTICAL: 1" = 10' PLANS PREPARED UNDER SUPERVISION OF DATE: 12/16/11 R.C.E. NO.: C -35763 ERIC G. FOTIADI RECOMMEND 'D: APPROVE MASIH MA HER C-42519 0 WRE C WATT ¢! 19 j IZ PUB I RKS DIRECTOR GRADING PLAN FOR: 1235 NEPTUNE AVENUE GEORGEES RESIDENCE APN 254 - 230 -055 478 -G TJSi P17C7 L. - C A -TIb CHAN . J ac4S G N • DATUM: NAVD88 ENGINEER'S NAME EXP,: 06/30/13 DATE DATE PLANNING CASE NO: 06 -198 CDP TPM/TM /CDP /DRIMUP /MIN /EIA, etc. SHEET 2 OF 3 o rn U O ww_ UC NU X Q � LL «raa to o 00u 0 LO wco cm co V' a E P to ?a "E w E r� cc V ua �i PI AN H= 2.44m H= 1.63m H= M2m teP (8 " -0 -) (5 ° -4") (3° —t1") Layout Line Cap j ktatar e - a E 13 (f4) Total 2 41 Pran (2`t j , e'- .-A ba s 0K hors ',Fr . born —51mm (2 ",013 (11 Total 2 -. bum --- M bum rz t TYPICAL SECTION over 1.83m (a' -4 ") ICD) 9tmm(2 ") bars E 9�m � '2' "1 --f bars 254mm (ia`)T - �I 4 m � 76mm Key 1+-'r clr. (3 ") 1M T 16 i6+1 — `-6'7^k t 3�nem (120) �) be s°° f3 { /4j � Ta 13 00 6 .4 earn 0e) TYPICAL SECTION ,Fa ELEVATION Horizontal faint. not shown DIMENSIONS AND REINFORCING STEEL H (max) 1.12 rn (3' -B'} 1.613 m (5' -40) 2.44m (8' -O") T (min) 203 mm (O ° -B "} 254 mm {D' -10 ") 305mm (V -0") W (min) 762 rum (2' -4 ") 965mm (3' -2 ") 1.45m (4 -W) Bars #130813mm ( #10+32 ") #130Sl3r m ( II 13mme81Smmr Bars FC =8.3 Mpo (1200 psi) F'c =20,7 Mpg (3000 psi) (i130ai3m;n (#4032") 13mmOS13mm G Sars Reinforced Masonry. grout is poured. and....... 406rnrn Bars. #130813mm (- 42032'°; 1130406MO ( #4016 ") 406mm (460160) t Bars X113 (#4) total 4 #13 (#4) total 5 ' 3mm (#4) total 6 press. sciii press. (psf) 7.6 401a (i00psi) 11.0 Mf'a (1600pai) 15.2 MPo (22.00psi) NOILS: 1. See standare Drawings C -7 and C -8 for additional motes and drsicilS. 2. Fill all block cells with grout. Fevision &{ Approves date SAN DIEGO REGIONAL STANDARD DRAWING 00,1010L Kercheval i2ji5. da Natirt T. k�Mar ga /as MASONRY RETAINING WALL TYPE 3 LLVLL BAC;KFIL —) x +! E r Line. of undisturbed natural sot. — 111° ✓H No &urdnerga Ioads within #hts ae fo' level backfill design. Filter Material, 25,4mm t °) max. er ew aggragi e, 0.113 cv m 4 cu. ft) per 102mm (4 ') die. drain or .028 cu in (1 cu. it.) per 305mn (ft) of open head ,' oints. TYPICAL SECTION Mortar or aiiat -ins -place _ oncrato Finished Grraund Unr 1E SAPa Dltsa s aai&wl e 5 ales 0at� SMIIIIIIIIII 102mm (41 die. drain with 6,35mm (%4 °) gaiv. Vire wrests screen+,. 2.44ne (6 °) on center, or one horizontal raw of open head jrnints. x , � vertical ftsinf. Top of .. f rtix filled block Geis FoatiM -I reinf. taru block 51mm (21 X 102mm (nominal) Key KEY DE-AIL 133mm NOTE'S: 1. All maxanrq mUitiog mulls siwll be cursstrustcsl with u-ala, key+ and drainage details as shaven hereon. 2. 102mm (41,,1 diame4ar dtain map be farmed by placing u black sn it's sde. SAN DIEGO REGIONAL STANDARD DRAWING DETAILS FOR MASONRY RETAINING MALL RwB qSM04-00 DESIGN CONDI TOM FENCING; Wails are to be used for the loading: conditions Safety fencing shall be installed at the tap of shown for each type wall.. Design H shall not be tits wal as required by the agency. exceeded. Footing key is required except as shown Mi5PEC11ONS. otherwise or when found unnecessary by the tirgtnser. Special too -drig design is required Call for inspeetione as fdilowa: material is incapable of where foundation ma A. When the Eooii has base farmed,. with cws 'Hg steel tied securely in final position, and is supporting toe pressure rested in table. ready for the concrete to be placed. DESIGN pATAs R. Whern rIP.nncnt no[" am- not provided: Reinforced Cancretat (1) After the blacks have been aid up to a height FC =8.3 Mpo (1200 psi) F'c =20,7 Mpg (3000 psi) of 1 22rn (4') or full height for walls up to Fs=138 t4po (20,000 pal n =10 1.52m (51, with steel in place but before the Reinforced Masonry. grout is poured. and....... F'm-C .4 Mpg (600 psij Fm-1.' " (200 pal) (2) After the first lift 's properly grouted, Fs--138 Mpo (20,000 ps) n =50 the biocts have been laid up to the top Earth =1922 kg /cu on (120 pef) cod EquNclent Fluid of the wail with tae steel fed securely in pressure =1.76 kg /sq m (3111 psf) per 305m1m (foot) place but before one upper lift is grouted. of height Wafts shown For 1 1/21 unlimitee sloping surcharge are designed in accordance with Rankline's formula Wtaere claoreaat hales are provided,. n tai la After the bleats have been id up to the Af Af for unlimited soping surcharge with a e = 33" 13m tied {1 42 $. p of tae wall„ with the securely in place, but before grouting. IREINFORCeMENT; Intermediate grade, hard grade, or rdl steel C. After grouting is complete and after rock or deformation shall conform ASTM A615, A616, A617. rubble wall drains are "n place but. before Bcre shall lap 40 diameters, where spliced„ unless eartn backfill is placed, otherwise shown on the piars. Bends shall conform D_ Final in �t sper#ia when al work has been to the Manual of Standard Practice. &C.1. ciompieted. Backing for hooks Is four diameters All bar embedirri are cear distances to outside of bar. CONCRETE GROUT AND MORTAR MIXES. Spacing for parcalls bars is center to center bars. Concrete grout anall attain a minimum compessive MASONRY' strength of 13.8 Mpg (2,a'JD psi) v 25 days and All reinforced masonry retaining walls be All reinf ortt mortar shall attain 12.4 Wipe (1,800) psi in 28 days. All cells shall be filled with grout. Rod or vbrate of regular rre light weight standard to the "Standard Specifications gn. Being grout within t4 minutes of pouring "} units conforming far Public Works Construction." to insure grout tea pout 51 mm {2 from the top of to masonry unite when grouting of second IYt is to be JOINTS: continued at another time.. Vertical control joints shall be placed at 9175n• MORTAR KEY: (32') intervals madrnum. Joints shat be designed to resist shear and other lateral forces while to insure proper barreling mtween tae foisting and permitting longitud'eral movement. Vertical the first course of black, a mortar key shall be exponsios joints shall be placed at 29.3m (96) formed by embedding a flat 2 x 4 flush with aria at intervals maximum the top of the freshly poured footing. The 2 x 4 should he removed afte- the concrete has ctorted CONCRETE. Footing concrete shall be 332 kg /kilk- 2214pa to harden (opptoxfmotely i hour). A mortar key may be om'rted it the first course of (560 -C- 3250), using Type B aggregate when placing black is set Into the fresh concrete when the conditions permit, footing is poured, and a good boric is obtained. BACKI -ILL: WALL DRAINS: No bocki'il material shall be placed against Wall drains shall be provided in accordance with masonry retaining walls until grout hoe reachec Standard Drawing C -8. design strength or until grout has cued for a minimum of 28 drys. Compaction of backfill 501 material gy "suing or pending with water will not be permi'ted Each layer of backfill shall be All footings shalt extend at least 305mm (12") into moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compacted undisturbed natural soil or approved compacted fill, Sail should be dampened prior to placing until the relative compacting Is not loss than 90%. concrete in footings. fie4i31an 1) raved Date SAN DIEGO REGIONAL STANDARD DRAWINiG REaardhfNOW BY THE SAN ME100 REG MAL STANbAM 00MUr= - aMML A. KaKhata 12/76 aaa T. Ste" 03/03 GENERAL NOTES FOR MASONRY I'll e Data RETAINING WALLS 7 FIN.FLR. EL NUMBER C_7 UMDEIt wM —s LEGEND �> GRAVEL BAGS N74'56'31 "E WM -1 MATERIAL. DELIVERY &STORAGE ° ° ° ° ° ° ° ° ° ° WM -5 SOLID WASTE MANAGEMENT WM -6 HAZARDOUS WASTE MANAGEMENT LANDSCAPED AREA 119.86' PROPERTY LINE CONCRETE WASTE MANAGEMENT WM -9 SANITARY WASTE MANAGEMENT BMP AREA DESIGNED BY: DRAWN BY: STABILIZED CONSTRUCTION ENTRANCE NOTES CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 1235 NEPTUNE AVENUE GEORGEES RESIDENCE APN 254 - 230-05 PLANNING CASE NO: 06 -198 CDP TPM/TM /CDP /DR/MUP /MIN /EIA, etc. FOR EROSION CONTROL NOTES SEE SHEET 1 PLANS PREPARED UNDER SUPERVISION OF DATE: 12/16/11 ERIC G. FOTIADI R.C.E. NO:: C °35763 ENGINEER'S NAME EXP.: 06/30/13 loco[ vv o oa° ° ° ° ° a ° ° ° ° ° ° n ° ° . vvv......... vvv vv vv vv v vv-vava v vv.vvv.."..'vvvvvay. va.vv.vv.v .vvvv v.vvv..vv . vv.vv.. vvvvv vvvvvv v v ccv.evv . vvvv v vv vv.v.v vv ov .... v v G 8, l8 . t R.O.W. ,. v v v v v ........... .. - ----- -- ---- SHEET 3 OF 3 201-0" C.L. OF y�ymHZ� LAWN F— I Ct WM -5 WM -8 FIN.FLR. EL wM —s -43.5 q3.0' z E- PAD. EL. 01 71 r 9Z.e A WM INFLR. [�, CONCRETE O FIN.F R. m 90.81' CONCRETE A Q z m 0z LAWN cq � v W U I �0 Z rm m LAWN DRIVEWAY 0 000 °000 °O ° °00 S01050 0 ❑o ° ° °r0000°a00000000000°00oo°� -ciao °°°coo °°❑ °90.8 °ELECTRIC uuuuo000 POLE N 74' 55 30" E 119.90' PROPERTY LINE EROSION CONTROL PLAN BMP 1 " =10' NORTH LEGEND �> GRAVEL BAGS ❑ o o ° ° ° ° ° ° ° PERMEABLE PAVEMENT WM -1 MATERIAL. DELIVERY &STORAGE ° ° ° ° ° ° ° ° ° ° WM -5 SOLID WASTE MANAGEMENT WM -6 HAZARDOUS WASTE MANAGEMENT LANDSCAPED AREA WM -6 CONCRETE WASTE MANAGEMENT WM -9 SANITARY WASTE MANAGEMENT BMP AREA DESIGNED BY: DRAWN BY: STABILIZED CONSTRUCTION ENTRANCE NOTES CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 1235 NEPTUNE AVENUE GEORGEES RESIDENCE APN 254 - 230-05 PLANNING CASE NO: 06 -198 CDP TPM/TM /CDP /DR/MUP /MIN /EIA, etc. FOR EROSION CONTROL NOTES SEE SHEET 1 0 0 0 August 2009 RETAINING WALL DETAILS 1 SWALE DETAIL 11A kCHANGE DESCRIPTION G FFAN -evkfl o N APPROVED DATE ( BENCHMARK DESCRIPTION: BRASS DISC IN TOP CURB INLET LOCATION: WEST SIDE RAINTREE DR. AT SANFORD DRIVE. RECORD FROM: CITY OF NCINITAS BM NO. 1004 ELEVATION: 67.84 DATUM DATUM: NAVD88 SCALE HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS RECOMMENDS AP ROV /t A AA s// / t L� MASIH MAHER C -42519 LAWRE E WATT PUBLIC( RKS DIRECTOR Z DATE DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 1235 NEPTUNE AVENUE GEORGEES RESIDENCE APN 254 - 230-05 PLANNING CASE NO: 06 -198 CDP TPM/TM /CDP /DR/MUP /MIN /EIA, etc. DRAWING NO. 478 -G PLANS PREPARED UNDER SUPERVISION OF DATE: 12/16/11 ERIC G. FOTIADI R.C.E. NO:: C °35763 ENGINEER'S NAME EXP.: 06/30/13 G 8, l8 . t SHEET 3 OF 3 w c` U O ww ¢a 5 6 X Q ; LL oil Q a p 00 00� Um � rn LuNW