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2018-14070 G (Plans)RIGHT OF WAY NOTE CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. REMOVAL. DRAINAGE NOTE 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE UTILITY NOTE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, IN STRICT ACCORDANCE WITH SPECIFICATIONS. HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION GENERAL NOTES PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER ACTIVITIES ARE ALLOWED TO RESUME. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED 2: THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION AND BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED F FOUNDATION RECOMMENDATIONS PROPOSED NEW TWIN RESIDENCES TO BE LOCATED AT (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES 2112 MONTGOMERY AVENUE, CARDIFF -BY- THE SEA, CALIFORNIA ", DATED MAY 17,2018, BY CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ENGINEERING DESIGN GROUP,EDG PROJECT NO. 185941 -1 , SHALL BE CONSIDERED AS A ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DO IN ACCORDANCE WITH THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE PLANS. AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE BE KEPT IN SITU ( "IN PLACE "), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE GRADING. THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT NOTIFICATIONS ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES EXISTING PRIOR TO GRADING. 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 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK CIVIL ENGINEER OR A LICENSED LAND SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SURVEYOR. SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, A. SEWERS - ENCINITAS SEWER - (760)- 633 -2770 INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE B. GAS & ELECTRIC - SDGE - (760) -438 -6200 AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. C. WATER - SAN DIEGUITO WATER DISTRICT - 633 -2770 D. TELEPHONE - SBC BELL - (760)- 489 -3411 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 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. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN TO REJECTION AND REMOVAL. ADVANCE BY CALLING (760) 633 -2770. EROSION CONTROL 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF NETT AT 858 - 699 -1306. RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 24 HOURS A DAY. , DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 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 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.14070 -G IMMINENT. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE 3 3. . DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH OF THE ENGINEERING INSPECTOR. GRADING OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 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 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS USE. TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE, 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE DESCRIPTION POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE BE INCORPORATED HEREON. AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS lhttGA L �rl UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE INSTALLED. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 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 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE IN STRICT ACCORDANCE WITH SPECIFICATIONS. AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 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 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 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 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE BMP /IMP FACILITY AND /OR THE TURF / LANDSCAPED AREAS. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE REVIEWER INSPECTOR SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR SUCH MATERIAL. HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET SHEET 2 OF 4 RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS ALTERED WITHOUT A PERMIT FROM THE CITY. SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF 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 OIL/ 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. 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' EMPLOYEES 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. 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. 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, WHICH MAY AFFECT FINAL 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. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. SOILS ENGINEER'S CERTIFICATE I, Ep.IN P4i'1 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 M,►y 17, LolO AND FOR AN UPDATE ON Nth . 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 FOR THIS PRAEfe�VE BEEN,IN6QRPORATED IN THE GRADING PLANS AND SPECIFICATIONS. OWNER SITE ADDRESS ELISA &JEFF NETT & RINA RAI 2112 MONTGOMERY AVENUE 2340 CAMBRIDGE AVE. CARDIFF, 92007 CARDIFF, CA92007 APN: 260-402-10 -10 858 - 699 -1306. LEGAL DESCRIPTION LOTS 3 AND 4 IN BLOCK 59 OF CARDIFF "A" OWNER'S CERTIFICATE IN THE CITY OF ENCINITAS MAP NO. 1334 IT IS AGREEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE (OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITTIONS TO THESE PLANS WHICH THE CITY ENGINERER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. DATE: 3 -p Z �. SIGNATURE: DATE: SIGNATURE: ELI1A NETT! OWNER DATE: " �_/47 SIGNATURE: ' • RAI INVESTMENTS LLC, OWNER 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 FROM 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 THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: ��� ` DATE: a OUR GREGORY A. CAUDILL GAC ENGINEERING AND LAND SURVEYING A °I0 27475 YNEZ ROAD #294. 4.= TEMECULA, CA 92591 > 760 - 594 -4889 91 j,. SIGNED: EDG PROJECT NO.: 185941 -1 a j RCE NO.: LSliz ss ENGINEERING DESIGN GROUPS EXP. DATE: 41.101 2121 MONTIEL ROAD 1 SAN MARCOS, CA 92069, THE RECOMMENDATIONS IN THIS REFERENCED REPORT TITLED PRELIMINARY !c GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS PROPOSED NEW TWIN RESIDENCES TO BE LOCATED AT 2112 MONTGOMERY AVENUE, CARDIFF -BY- THE SEA, CALIFORNIA, DATED MAY 17,2018 ARE TO BE INCORPOATED INTO THIS PLAN FOR THE GRADING AND IMPROVEMENT THE SITE. EARTHWORK: CUT = 800 C.Y. FILL = 25 C.Y. EXPORT = 775 C.Y. REMEDIAL = 150 C.Y. ( AFTER EXCAVATION AND EXPORT, +/- V REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS) NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. ESTIMATE DOES NOT INCLUDE 0 RIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATIONS, IF BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM REQUIRED BY SITE CONDITIONS. RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. CALCULATED ON A THEORETIC L RAIN CONTACT WITH ANY TRASH MATERIAL. BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE AND SWELL FACTORS). MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS; WATER -BASED PAINTS, VEHICLE DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY SOILS ENGINEER IN FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE FIELD DURRING EXCAVATION. 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 ENVIRONMENTAL DATA INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. IMPERVIOUS AREA 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 19% IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 957 SQFT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 2) MAXIMUM VERTICAL DEPTH OF CUT = 9.8' IMPERVIOUS AREA AFTER CONSTRUCTION: 2962 SOFT RECYCLING RECEPTACLES AROUND THE SITE. 3) MAXIMUM VERTICAL DEPTH OF FILL = 0.9' INCREASE IN IMPERVIOUS AREA: 2005 SOFT 4) AVERAGE DEPTH OF CUT = 800 C.Y./3894 S.F. x 27 = 5.55 FT 5) AVERAGE DEPTH OF FILL = 25 C.Y. /1107 S.F. x 27 = 0.60 FT IMPERVIOUS AREA REPLACED: 957 SQFT \G 0 PACIFIC OCEAN SAN ELI.V I CAR DIFF VICINITY MAP NTS THOMAS BROS. 1167 -E4 BMP PROJECT STATUS 1 STANDARD FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT z- z. i t 3 �� -3-7 -l9 f' c �' _ - Z7 -1 1 6� -t/&119 SIG DATE SIGN DATE SIGN DATE GN DATE SIGN DATE H DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS iltJlulVACi1 LKHWACISTI lhttGA L �rl ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - - - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. WY, DESCRIPTION: ENC. OC -136, POINT 1042 LOCATION: OM: 101 BRIDGE IN SAN ELIJO RECORD FROM: LAGOON, ON WING WALL. ELEVATION: 16.938 DATUM: NAVD88 ENC. CONTROL SURVEY INT, DATE PLANS PREPARED UNDER SUPERVISI ❑N ❑ 0 DATE, I -22-19 R,C,E, NO., 60957 ENGINEE S NAME EXP., 12 -31 -20 REC❑ MEND DI APPR / I JES OWENS �ol ED ARD J. WIMMER CITY ENGINEER -� 30% 4 1- 141 DATE DATE GRADING PLAN FOR: 2112 MONTG0IV�ER Y A VE. 18 -115 V DR CDP 14070 -G UBLIC WORK ENGINEERS NAME DATE PLANNING REVIEWER INSPECTOR CITY ENGINEER DATE SHEET 2 OF 4 DALE 10 -15 -18 REWSIONS- 1 -22 -19 2 -26 -19 rn E N U � � E Q m m w= rw� ca U Z N00 OD W it c W N zz� 6 >� Z h U � a> Q � I SPECIAL NOTES: LEGEND: ]`COTES: BOUNDARY.' 1 SDWD TO UPGRADE SERVICE TO DUAL 314" RESIDENTIAL METER WITH 1" FIRE SLY UNIT INF -1 AREA IS LOCATED UNDER WOOD DECK AND IS LINED WITH 1" ORIGINAL LOT LINE LOT 10: SERVICE WITH NEW 1" COPPER WATER SERVICE PER WAS WS -09, WC -17, AT TO 2" COBBEL STONE. OWNERS EXPENCE. EXISTING CONTOUR: RUNOFF FROM STRUCTUE DOWN DRAINS AND HARDSCAPE SURFACES TO BE DIRECTED ------ __ 1.A SDWD TO TO INSTALL DUAL 314" RESIDENTIAL METER WITH 1" FIRE SERVICE WITH TO ASIGNED INFILTRATION BMP AREAS PRIOR TO OUTLET AND CONFUENCE WITH PROPOSED CONTOUR: NEW 1" COPPER WATER SERVICE PER WAS WS -09, WC -17,AT OWNERS EXPENCE. PUBLIC STORM WATER FLOW. STORMWATER POLLUTION CONTROL BMP'S, TO BE RE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED STORMDRAIN: 4IN PVC ❑ EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 5" THICK OVER 4" CLEAN SAND. ALL ROOF DOWN DRAINS TO OULET INFILTRATION BMP INF -1. WITHOUT A PERMIT FROM THE CITY. &£ REINFORCED WITH NO. 4 BARS ® 18" O.C. BOTH WAYS ® MID POINT OF SLAB. USE STORMWATER RUNOFF TO DRAIN AWAY FROM STRUCTURE AT 2.0% FOR 5.OFT. INLET.• 4IN ATRIUM GRATE BOX, 520 -2500 CONC. CONCRETE JOINTS AND PAVERS PER ARCHITECT PLAN. ALL STORM DRAIN TRUNK LINES TO BE 6" PVC 01.0% SLOPE • 12 "X12" BOX INLET BY NDS: 30. OWNER /CONTRACTOR IS RESPONSIBLE IN THE FIELD TO SHORE UP ALL EXISTING D PROPERTY LINE RETAINING STRUCTURES AND INSURE INTEGRETY OF THE EXISTING E•P• 4" SEWER LA CO ADJACENT FOUDATIONAL MATERIAL AND ADJACENT GRADES DURRING THE 24.4' TOTAL PAVED WIDTH P.L. o- OVEREXCAVATION AND RECOMPACTION PROCESS. OBTAIN RECOMMENDATIONS FROM v 1" WATER SERVICE a GEOTECHNICAL PRIOR TO START OF CONSTRUCTION. 12' 8' USE MIN 4' THICK COARSE OF 3' WIDE VEGETATED SWALE BUILDING DOWN SPOUTS TO BE DIRECTED TO TREATMENT BMP BASINS PRIOR TO ui FILL OPENING IN PAVER 3 16" MIN. UN- GROUTED PERVIOUS CLASS 2 GRAVEL INSTALL WATER QUALITY TREATMENT AREA: MERGING WITH PUBLIC STORM WATER FLOW. Q 18 +/- 1' VARIES 2, F.L. 6' UNITS PER MANUFACTURER'S SPACE BETWEEN PAVERS TYP. PERVIOUS PAVERS PRODUCT PER RECOMMENDATIONS. > MANUFACTURERS SPEC/F/CARONS VEGETATED BIO- RETENTION 50 NEW WATER SERVICE TO BE EXTENDED FROM RELOCATED NEW 1" SERVICE DUEL w SURFACE ELEVATION PER PLAN WATER QUALITY TREATMENT AREA METER IN ALLEY TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAWNG 24" COVER 0 z NO IMPERVIOUS MEMBR41N TO BE (MIN.) AND AS REQUIRED BY THE CITY OF ENCINITAS. O J ONSITE RETAINING WALL PERVIOUS PAVERS MASONRY RETAINING WALL: SDRSD C -3, C -5 z PCC FLUSH CURB 6" a.. 4 .• 0 w NEW SEWER LATERAL TO BE EXTENDED FROM PROPOSED CLEANOUT IN 2 v d 16" 3 THICK COURSE OF CLASS 2 SASE ENHANCED CONCRETE: „ J 4" A.C. PAVING w ui MONTGOMERY AVE. TO NEW RESIDENCE WITH 4 DIA PVC (SDR 35 MIN) AT 2% SLOPE VARIES ° 5 �� �� WITH MIN. COVER OF 4.0' MIN. AT PROPERTY LINE, AS REQUIRED BY THE CITY OF % ����������������� ������� �������������� /� COBBLESTONE" DISIPATER PER DETAIL SHT 3: ENCINITAS. --------- � 2/° ............ �'�� Rt w . . SEE DRIVEWAY PERVIOUS PAVERS DETAIL NOTES THIS 4 WIDE TRAFFIC RATED GRATE DRAIN BY NDS: 77. PRIOR TO CONSTRUCTION, EXISTING ON SITE STRUCTURES, CONCRETE PAVEMENT, EXISTING PAVING 5 %OMAX TOIFL SHEET WALLS, PLANTER, LANDSCAPING AND ALL OTHER ITEMS LOCATED WITHIN THE LIMITS OF PERVIOUS PAVERS SECTION. CONSTRUCT MASONRY RETAINING WALLS PER SDRSD C -5, OR C -3 THE NEW DEVELOPMENT AS SHOWN HEREON SHALL BE DEMOLISHED AND REMOVED 2" BEDDING COURSE LAYER CONSTRUCT EXTERIOR FINISH TO FACE OF WALL PER LANDSCAPE FROM SITE CONTRACTER TO VERIFY SPECIFIC REMOVALS WITH THE OWNER. 1.5" COLD PLANE 6" CLASS II BASE 16" c. ' 1/4" TO 3/8" AGGREGATE DETAIL (TjltivEV`��Y) ARCH17ECT PLAN. 6" PCC BORDER 4" BASE COURSE LAYER REMOVE EXIST. P.L WALL REPLACE WITH 4' PCC CONTRACTOR TO OBTAIN A DEMOLITION PERMIT FOR ALL STRUCTURES SHOWN 1/2" TO 1" AGGREGATE CONCRETE CURB ALONG THE N'LY P.L. HEREON TO BE DEMOLISHED. PERMEABLE PAVERS ORCO 12" SUB BASE COURSE LAYER ' K CONSTRUCT PERVIOUS DRIVEWAY ON 3' CLASS 11 BASE COMPACTED TO 90% MAX AQUA -BRICK OR EQUAL. 2 -1/2" TO 3" ANGULAR ROCK DRY DENSITY, ULESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON MONTGOMERY AVE. OBSERVATIONS IN THE FIELD. PAVER AND SWALE DETAIL ® PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT /ROW PERMIT FOR ALL WORK TO BE PERFORMED IN THE MONTGOMERY AVE AND ALLEY RIGHT OF WAY. ®1 ALL UTILITIES TO THE SITE TO BE INSTALLED UNDERGROUND. I /F RMO A NOTE: CONTRACTOR TO LOCATE EXISTING DRY WELL AS /ti 9q�tq IDENTIFIED IN THE SOILS REPORT FOR THE PROPERTY A D _l y o F21 A.C. PAVEMENT SECTION 4IN A.C. ON 61N. CL2 A.B. SAW CUT AND PAVE TO S TO REMOVE AND A58ANDO PER RECOMMODATION 1N E { MATCH EXISTING PUBLIC IMPROVEMENTS IN PUBLIC RIW AND EXISTING ON SITE to S �q /Q Sy7� ,9n GEOTECHNICAL REWORT.APP OX.1.(JCATIO. __OF DRY!NEl lay i 4 PAVEMENT TO REMAIN. PAVEMENT REPAIR SHALL BE PER CITY OF ENCINITAS _..___. _ ._...._... ...... ...... ......... „. _ qB. � __ M /,r <7 STANDARDS TO THE SATISFACTION OF THE CITY ENGINEER. ----------- © STORMDRAIN PIPE TO BE 4" PVC (SDR 35 MIN.) ® 1.0% MIN SLOPE. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT SITE ` _ 43V 9RCyA } 0' 10' 20' ® TEMPORARY BACK CUT SLOPES SHALL CONFORM TO RECOMMENDATIONS IN THE O� m0 m I - GEOTECHNICAL REPORT FOR THIS PROJECT, AND MEET CAL OSHA SAFETY STANDARDS I� O Q ''S i SCALE. 1 10 OD SPEC CATIONS SHORING NCLUDED IN THE GEO7E�MCAL REPORT FOR THIS PI ROJECT. MEET �� �Q �p��D1 98 �0S 9 9 �8? 9 9 /F 9 /F CO . CO 67 v o � 7 O O 9 3 9 Og` D O S g0 2 S0 O 7 jj 75� Al ), p`L• p J. < 0 S 6 INSTALL 4" WIDE TRAFFIC RATED GRATE DRAIN BY NDS, OR EQUVELENT. O m _._ _ _ _ . ! 6� z 5 , INSTA IL T WIDEN PER OUS ENHANCED PAVING FINISH COLOR AND TEXTURE PER ARCHITECT SPECIFICATIONS THE - - 1® 99 1 FFS F� STRUCTURAL SEC77ON AND PREPARA71ON OF SUB GRADE SHALL BE PER SOILS ENGENEERING . .... 10. 12 5 1'. gg,g8 C PAVER WITH CO B F - - - - - _ ._ - : .._.... ,. PER ETAIL SHE T RECOMENDATIONS R . r � � : ", � � 78. -� _> RATE .'� � ° 1 a � I 18 CONSTRUCT STAIR WELL RETAINING WALL AND STRUCTURAL WALKWAY PER ARCH17ECTURAL END INSTAL • AC ALLEY IMF G GRATE i I` ,' 12 W CUT DETAILS REMOVE TEMPORARY SHORING PER SECTION DETAIL A -A. RE- COMPAC77NG WALL AND 3' WIDE? PCC RIBBON UTTER i 1 yvI c?: : TRASH 5 S 98. 1 Fx °I':a F ti t In' 0 LINE �. FOOTING FOUNDATIONAL MATERIAL TO 90% MAX DRY DENSITY UNLESS OTHERWISE SPECIFIED BY TYPICAL SECION PER DETAIL SHT 2 T GAR / FS g8.7 REMOVE EX. RESIDENCE S 9 98 4 " Opt 2• ' SOILS ENGINEER IN THE FEILD. 8 j NEW RESIDENCE 890 90 4 27.7' 19 N'LY AND SLY UNIT INF -1 AREA LOCATED UNDER WOOD DECK AND IS TO BE GRAS DRAIN,_' , tn:1 &1 ' 8 I 1ST FLR. F.F. 90.0 4o E Z z LINED WITH 1" TO 2" COBBEL STONE. REMOVABLE DECK AND GRATE DETAIL TRAFFIC RATED. w s , L FS 9 •p `�� 1 2ND FLR. FF 99.00 ,PATIO o Z r/i 1_ . FF 90. �. �' w. 8. BOT SHT 2 DETAILS REMOVABLE DECK FO ACCESS TO BMP. n s 4w T 9 ` I, 1ST F R. PAD 89 20 15- T- F RQ Ate; j w RET. WALL I R INSTALL 6 CC FLUSH CUB r pC :r I / C ° 1ti3 J m 7 �'-s WO G 9 X70 T TIN 101.7 �` l0 1ST FLR.SWR. I _,3- t IE 9.36 m BW 95.27 i 1.A. ' a r `� TG 98.0 T 93.0 T ? 93.0 `'O • y I ni PER IL NEW RESIDENTIAL SERVICE r I� SUMP PUMP 1 §-2-. 3 E o INSTALL 1" SERVICE AND AL METER m i i-n OUTLET IE 25 IE 92.18 13 - - © -- -- SITE :.� - - - - - - _ _ X10 E 94.93 Z5' 7.5' c� i I FG LT. LL - - - RE5$URE SWR-} _ 10 LANDS APE f-I Ac Ac r 0 r - LT. ESSURE WR s; PCC FLUSH CURB EX. RESIDEN TIAL T(VTR SERVICE r' cP 13 _ - T - --- zz 3' UPGRADE TO 1" SERVICE ;AND DUAL ME TER Vi µ T 1 s IN TG 93.0 TG 9 1 C.O. -- 1ST FLR SWR . , VARIES 318" VARIES I us Ic `' ' I 1 IE 92.25 IF 92.18 03 ® WGGp z DRS C -2 , I m o SUMP PUMP; r V J 3.3% MIN 3/8" 2% MIN " r " I y o • I: (7 E RATE DRAIN _ - _ FS 9p pp OU ET NEW RESIDENCE TRAFFIC RTEI) N: „° 1ST dF R I 1ST FLR. F.F. 90.0 $` r �' EA ENT i Nv m 6" PCC BORDER 1 /� r `j s . . , ' I 2ND FLR. FF 99.00 F - -F 90 -00 1 a 1. N 8.70 16° I INSTALL FLUSH CURB s' i - I Cj E p 1 89.20 1ST FLR. ° 1 PAD 5.36 FS 98.751- ° s sd:e QQ r EA ENT EX. 6"' A C.P. WATR MAIN d' ns t ; ` 98.I 0`ij GA I REMOVE EX. RESIDENCE FS 98.90 �� `�. to TG 9 .45 c� D M TRASH ;I --- D FS 98.55 I ® 95 22 0 4" A.0 OVER 6" CLASS II A.B. > 9•° LS 6" THICK P.C.C. RIBBON GUTTER _ "` 2' f0. OVER 6" CLASS 11 A.B. I GRA __ 98 .. ° D F I v " GRATE r ° ku FfSl CONSTRUCTION MATERIALS SHALL CONFORM 021726 FENC WALL LOC. SURVEY MON. PROTECT. 1 S 5 W 1 98' o TO EMAIN TO THE STANDARD SPECIFICATIONS FOR PUBLIC cn WORKS CONSTRUCTION, CURRENT EDITION BEG. INSTALL AC ALLEY IMPR. S+' 6j0 98 TG 89.05 do ® E FENCE WALL 1 S AND 3' WIDE PCC RIBBON GUTTER G�q y O O d �� TO REMAIN _ ;I � �- � c, �Oj I 12 TYPICAL SECTION /�1LL� TYPICAL SECTION PER DETAIL SHT. 2 �;„ /F /� 11p VI zo, g� 0�0 y' O m. m. l�O� I G O BEG. REMOVE EX. FNC1 I - O 5 S °� BUILD NEW 6 FENCE 1? _._. NOT TO SCALE 5 9A�G2 Sy7 O� N g�• �F �G (G °��'I ENCROACHMENT `�° tO o`OO 000 o a' ��O 0 BEG.REMOVE EX. FNC. 2 �3 �F O' G °'� . .....:.° ao ao I 67 °i BUILD NEW 6' FENCE T A w owe o I „. }}� ff MONUMENTS SHOWN HEREON SHALL BE PROTECTED IN PLACE. IF ANY ENCROACHMENT END TAIR WALLS & c I MONUMENT IS DESTROYED OR DISTURBED IT SHALL BE REPLACED BY A STRUCTURAL WALK LO 44 LICENSED LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH ABOVE STAIRS. CONS . THE COUNTY PRIOR TO RELEASE OF SECURITIES. DETAILS PER ARCH PLANS �Er1lm. _.� S YSTEM 20' GAC ENGINEERING AND LAND SURVEYING HAS BEEN RETAINED TO PER DETAIL S SEE SHORING DETAILS SHT -3 I PROVIDE BOUNDARY SURVEY OF THE PROPERTY AND TO SET ALL Ln IE IN 91.27 c o _ o ___ _ . _._ SEE 12R�1.Lt ,4GED,TAILS H2 S PROPERTY CORNERS OR OFFSETS TO PROPERTY CORNERS ONCE THE o � o ROW MONTGOMERY AVE AND ALLEY IMPROVEMENTS ARE COMPLETE. A S+ , SEE UTILITYDETAILSSHT -3 J iIi CORNER RECORD OF THE FIELD SURVEY REPRESENTING SET AND y 9 I A l 1_tW; EXISTING MONUMENTATION WILL BE FILED WITH THE COUNTY PRIOR TO I °��' I RELEASE OF FINAL GRADING SECURITY. 1ANGE NO, DESCRIPTI ❑N APPROVED DATE BENCHMARK AS -BUILT APPROVALS D Ryl ESIGNED I DRAWN BY CHECKED BYt ENGINEERING DIVISION APPROVA DESCRIPTION: ENC. OC -136, POINT 1042 INT, DATE PLANSAPREPARED UNDER SUPERVISI ❑N ❑ D: APPR REC MMEND jp LOCATION: HWY 101 BRIDGE S/0 SAN ELIJO UBLIC WORK /� DATE, 1 -22 -19 RECORD FROM: LAGOON, ON WING WALL. ENGINEER'S NAME DATE PLANNING �K* Ca-- R,C.E. NO,� 60957 JE E ❑WENS �p/ EDWA J. WIMMER ELEVATION: 16.938 CITY ENGINEER DATUM: NAVD88 ENC. CONTROL SURVEY REVIEWER ENGINE S NAME "3 / LI- } -15 CITY ENGINEER DATE INSPECTOR EXP,' 12 -31 -24 DATE DATE DATE 10 -15 -18 REVISIONS 1 -22 -19 2 -26 -19 REMOVABLE DECK PANELS APPROX 2' WIDE PROVIDES MAINTA/NACE ACCESS O OL �o ACCESS TREE GRATE SET IN DECK o� > n� /S GAL (MI✓.) -CREE \ -A SHT 3 MAX SPAN 7.5' CONC. DECK TO SPAN BMP REMOVABLE DECK PANELS PATIO SET ON PIERS JFIF PIERS o - BMP SURFACE BMP MEDIA LAYER REMOVABLE DECK AND GRATE BMP DETAIL ENCROACHMENT MAINTANANCE AND REMOVAL AGREEMENT, RECORDED OF OFFICIAL RECORDS.' 2019 AS DOCUUMENT NO. 2019- . PRIVATE SEWER PUMP AGREEMENT, RECORDED 2019 AS DOCUMENT NO. 2019 -. OF 6mCAL RECORDS. LA O d Ua Q U rn o � w= v w w c m Zm i� ttY LU N la LU 2 °n Z CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. W ;DING PLAN FOR N 2112 MONTGOMER Y A VEw 14070 -G 18 -115 V DR CDP SHEET 2 OF 4 wBIORETENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX FENCE PER ARCH PLAN LINE HEIGHT SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND "d" EMBEDMENT "S" SPACING LAGGING THICKNESS ST -11 20 -30% TOPSOIL. TW PER PLAN P/L rI MONTGOMERY AVE. WYA3 /4' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE 6' HIGH RET WALL CAP 8' 16.9' 12' DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE S -8 THRU S -10 PAVERS W16 -77 EX. A.C. BASIN, 3" THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED FL BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE n SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS x AREA DRAINING TO IT. 5.0% 0 RETENTION AREA SHALL BE 8 9.98' LEVEL AND DEPRESSED A APPROVED GRATE INLET DG MINIMUM OF 6' FROM THE (pS� SURROUNDING GRADE Li 2 -3' HARDWOOD MULCH II O f0 PGE RET WALL. PER WING C-2 3' -8' HIGH RETAINING MAX. Su(ZF 2' 0' MOISTURE BARRIER PVC PIPE RISER CEE BID-RETENTION TYPICAL DETAIL SHEET 5- TIE 4' PERFORATED PVC I TIE 4 -6' PVC PIPE T❑ L- PIPE INTO RISER STORMDRAIN SYSTEM DRAIN TO SUMP /PUMP BIO- RETENTION DETAIL SECTION A -A NTS ■ SWR INJECTOR PUMP & SEWER OUTLET DESIGN AND INSTALLATION IS RESPONSIBILITY OF OWNER / CONTRCTOR. - SEWER TO GRAVITY FLOW FROM DISTRIBUTION BOX TO SEWER C.0 AT PROPERTY LINE. CONTRACTOR SHALL SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE FIELD PRIOR TO COMMENCMENT OF WORK. I[g PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT /ROW PERMIT FOR ALL WORK TO BE PERFORMED IN THE MONTGOMERY AVE AND ALLEY RIGHT OF WAY. CONTRACTOR TO INSTALL WATER AND SEWER UTILITIES PRIOR TO START OF WORK FOR ROW SURFACE IMPROVEMENTS. LINE HEIGHT SOLDIER BEAM "d" EMBEDMENT "S" SPACING LAGGING THICKNESS ST -11 8.5' W16 -26 �l'y rI • S -1 THRU S -7 10 5' W16 -45 16.9' 8' 3" S -8 THRU S -10 12.5' W16 -77 21.12' 8' 3" n 0 8 9.98' DG (pS� f0 llv1 76 N / 2' s,e C� 1 © P�fl x000 PkS�o.� 4 � L Coco (WD _ �'' � ,% wiyi Q 9j 9.i R RESIDENTIAL WTR SE VICE � + i U ° c} �� � ��, SWR INJECTOR 1STMMFLR.SWR. SU6U GRANTY SWR PRESSURE •- I t201 m SWR 12 S IANDADUAL M TER � L`_'F�u'aar� 1^ ,. TMP - - -- a S.W. PRESSURE LINE 1.A s SWR INJECTOR - T- J m z -- ____ -- TIAL WTR SER m �', ` 1 T FLR.S SUMP /PUMP PRESSURE SWR ss"m, I F SWR DIST. BO z O �JPgRADg TO SERVI 6 AND DUAL ME� PUMP OU 0 . A� s h OUTLET CRANTY 4 z o' I10, 20' - AREi§ AL o ri 20' 40' i KS WN 'DA f. ° - GRA- � °.- O GRATE .� «�' fl a .: L 0 J S 59*21'260 W 99.98` SCALE. 1' = 20' I _ M D -.� TRASH Y °e _ Gy, .> t 15 'I 2 0' 2 0' A z�� � DECK I �: S 1 WOOD PA AL z w � . � 7 PA �`�° ° ?� �. . -� I 45 BOT W BMP TREATMENT � 4 20 ad ti SWR INJECTOR PUMP & SEWER OUTLET DESIGN AND INSTALLATION IS RESPONSIBILITY OF OWNER / CONTRCTOR. - SEWER TO GRAVITY FLOW FROM DISTRIBUTION BOX TO SEWER C.0 AT PROPERTY LINE. CONTRACTOR SHALL SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE FIELD PRIOR TO COMMENCMENT OF WORK. I[g PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT /ROW PERMIT FOR ALL WORK TO BE PERFORMED IN THE MONTGOMERY AVE AND ALLEY RIGHT OF WAY. CONTRACTOR TO INSTALL WATER AND SEWER UTILITIES PRIOR TO START OF WORK FOR ROW SURFACE IMPROVEMENTS. SFIoLRInIG 14'0765: TEMPORARY SHORING DETAIL /DRAINAGE DETAIL 1. L.A4y 1144 SHA" SlTeRO To -TAG bOTIOM mf °rl* E-AcAvnTlor'I SCALE. • 1" = 10' 2• P0400- To "T"s Ilws" 'AT1oM of SNo►.IN4,coNOfTlold46 orL ADJAC,@WT I:ITk StIAL(_ RA QWO oocVM01T6D AMID SoM(a MEANS OF PAOWITO0I04 THE 004910k PEif0LMeNCt OF StWH40% Sy STEMS stllw" 9.E co14DV'--rho. NO. DESCRIPTION APPROVED DATE BENCHMARK A-R-Rllll T APPRnVAI S DESCRIPTION: ENC. OC -136, POINT 1042 LOCATION: HWY 101 BRIDGE S/O SAN ELI RECORD FROM: LAGOON, ON WING WALL. ELEVATION: 16.938 DATUM:NAVD88 ENC. CONTROL SURVEY DATE 10 -15 -18 REWSIONS: 1 -22 -19 2 -26 -19 ENGINEER'S NAME DATE PLANNING REVIEWER TY ENGINEER DATE INSPECTOR UTILITY DETAIL SCALE: 1 " = 20' SOLDIER BEAM SCHEDULE LINE HEIGHT SOLDIER BEAM "d" EMBEDMENT "S" SPACING LAGGING THICKNESS ST -11 8.5' W16 -26 13.6' 8' 3" S -1 THRU S -7 10 5' W16 -45 16.9' 8' 3" S -8 THRU S -10 12.5' W16 -77 21.12' 8' 3" 0 DG (pS� m 3 / 1 Coco (WD Q 9j 9.i C0 9 cCn1 ji o m I ° 992yT Q S C O a S.W. PRESSURE LINE � m z \� o PUMP OU S 59'21'26" 99.98' o' I10, 20' - z i KS WN 'DA f. ° - GRA- � °.- - - � GRATE fl a .: L _ -.� TRASH Y °e _ Gy, .> t 15 'I 2 0' 2 0' 4 � DECK I �: S 1 WOOD PA AL z w � . � 7 PA �`�° ° ?� �. . -� I 45 BOT W BMP TREATMENT � 4 ti cARACE / C F Q a - °• TG 98.70 W co w i} t 4 N N N G 98'.0 TG 93.0 93.0 920. F T IE 95.36 o wI W LJI E 941193 IE 9Z.25 IE 92.18 wooD p -- y 3 o s O co GRAVEL LT. LL - °. LANDSCAPE (LS.) LANDSCAPE _........__ ...._......_.__ LANDSCAPE 7 REMOVAL BMP ACCESS - IuRAVEL LT. LL SWtfWE a LANDSCAPE r7l o In + TG� 93.0 T C 0 IP3i s . 30 DIA BMP ACCESS ATE V J v f 2( GARAGE 4 t , IE 92.25 IEI 92.1 2 03 WOOD °DECK r fA REMOVABLE WOOD DESK FS 98.45 BOT ° BMP TREATMENT �9� TG 98.70 IE 95.36 "a F��; TAro:PAfio o z 8 �� 83) °° BMP TREATMENT f TRASH - L.S. IE 95.22 -� 8 12' s .- STIi35 m = ORATE 0 _.� ° __ c /) TG 89.05 592126 99.98' 15 FS 98.45 BOT L S� S.W. PRESSURE LINE O '$ aNe % G 9p o4s, OUT F GPUMP CIO, G g�� gyo g y0 O co m n o m o rn I ' 7.5' 9AR m 72 0(iC 4p 1 44 S MP YSTEM �- �., PER P MP SCHEDULE IE IN 91.27 ` 20' 20' Cn o _ o SFIoLRInIG 14'0765: TEMPORARY SHORING DETAIL /DRAINAGE DETAIL 1. L.A4y 1144 SHA" SlTeRO To -TAG bOTIOM mf °rl* E-AcAvnTlor'I SCALE. • 1" = 10' 2• P0400- To "T"s Ilws" 'AT1oM of SNo►.IN4,coNOfTlold46 orL ADJAC,@WT I:ITk StIAL(_ RA QWO oocVM01T6D AMID SoM(a MEANS OF PAOWITO0I04 THE 004910k PEif0LMeNCt OF StWH40% Sy STEMS stllw" 9.E co14DV'--rho. NO. DESCRIPTION APPROVED DATE BENCHMARK A-R-Rllll T APPRnVAI S DESCRIPTION: ENC. OC -136, POINT 1042 LOCATION: HWY 101 BRIDGE S/O SAN ELI RECORD FROM: LAGOON, ON WING WALL. ELEVATION: 16.938 DATUM:NAVD88 ENC. CONTROL SURVEY DATE 10 -15 -18 REWSIONS: 1 -22 -19 2 -26 -19 ENGINEER'S NAME DATE PLANNING REVIEWER TY ENGINEER DATE INSPECTOR UTILITY DETAIL SCALE: 1 " = 20' SOLDIER BEAM SCHEDULE LINE HEIGHT SOLDIER BEAM "d" EMBEDMENT "S" SPACING LAGGING THICKNESS ST -11 8.5' W16 -26 13.6' 8' 3" S -1 THRU S -7 10 5' W16 -45 16.9' 8' 3" S -8 THRU S -10 12.5' W16 -77 21.12' 8' 3" TEMPORARY SOLDIER BEAM SCHEDULE 3" OR 4" THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER SEE SOLDIER BEAM SCHEDULE DETAIL C LOCATION LAGGING OPTION 2 PROPERTY LINE SOLDIER BEAM PER SCHEDULE LOCATION LAGGING OPTION 1 8' SPACING SEE SOLDIER BEAM SCHEDULE DETAIL C I SOLDIER BEAM PER SCHEDULE LAGGING OPTION 1 FRONT SOLDIER BEAM H U = I C7 = J II o = LAGGING OPTION 2 - Lq BACK SOLDIER BEAM D w x U !n w w In SOLDIER APAM PER SCHEDULE DREDGE LINE U I ZJ a s 0 w m w M J W 0 II w x ro V) Li w BOTTOM CAISSON 24" ri EX. GRADE Li z J w CL 0 a -4' THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER I 1/2 " GAP DRAIN THROUGH WALL 24" DIA 4 -SACK SLURRY STEEL SOLDIER BEAM PER PLAN Fy = 50 KSI CAISSON W/ SOLDIER BEAM B NTS 24" DIA 4 -SACK SLURRY MIN. 3" LAGGING OVERLAP AT PILE 8' SPACING SHORING DESIGN REVIEWED AND APPROVED BY ESGIL CCORP, AS PLAN CHECK NO. 18 -2969 SPECIAL INSPECTION REPORT PREPARED BY DATED ON FILE WITH THE ENGINEERING DIVISION, TEMPORARY SOLDIER BEAM WALL A NTS a INT. DATE PLANS PREPARED UNDER SUPERVISI ❑N • DATE, 1-22-19 R.C.E. NO., 60957 ENGINEER NAME EXP. 12 -31 -20 ' 12 "X12" CONC.BROOKS BOX 1 2'X2' COBBLE DISIPATOR NTS 4" GRAVEL ENGINEERING DIVISION APPROVALS RECOMMEND DI APP JESRt ❑WENS �p I ED R b J. WIMMER CITY WGINEER DATE DATE 1 STEEL GRATE SET AT GRADE 93.0' .5' PUMP PRESSURE LINE OUT PROPERTY LINE P100 = 0.30 CFS/ FOR EACH LOI I A H = 94.50 - 87.00 = 7.5 L= 32.0 LF -OUTLET 73.0' PUMP OUTLET TO Q SW OUTLET BOX ? -� DUAL PUMP OUTLET } STORM WATER SUMP PUMP BOX / 3 > N$ BOTTOMLESS BOX RATED FOR 100 YR S.W.CAPACITY �BOT. 87.0' ¢'m 5) E 1.5' 2'X2' PUMP DISIPATOR OUTLET DRAIN SUMP DETAIL °z �' CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT (DING PLAN FOR, 2112 MONTGOMERYA VE. 18 -115 V DR CDP � NTS w � a r�� Z m W Nh L Wd DRAWING NO. L N> 14070 -G ' SHEET 3 OF 4 Stabilize area and grade uniformly around perimeter Blanket 1:1 slope x 3 Min Drain inlet r 1.2 m ve sediment e reaching one –third full. Section A -A flow Concentrated Rock filter(use if flow is concentrated) x x Edge of A sediment trap x l + Drain inlet x A Sheet flow ~- wf _. otextile x Blanket Silt fence Per SC -01 x °3 �--x x x x–� w ti 7 N Plan 2 f DI PROTECTION TYPE 2 NOT TO 9- A Notes 1. For use in cleared and grubbed and in graded areas. 2. Shape basin so that longest inflow area faces longest length of trap. 3. For concentrated flows, shape basin in 2:1 ratio with length oriented towards direction of flow. EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR — WOOD POST ATTACH F-11-TER FABRIC SECURELY TO UPSTREAM SIDE OF POST ------7 jj01111�IIII loll I�Ul1", �IIO�O�jj0�jj10 j10�1 jllll�ll��lllllllll 1 j1�j01� j0���jl�j�llll��llllllll jj����'jllljO/lllllll I jllllllIFFM !� 10' (3m) MAXIMUM SPACING WITH WIRE SUPPORT • : WITHOUT SUPPORT WIRE Rock filter(use if flow LEGEND: BOUNDARY: ORIGINAL LOT LINE LOT 10: EXISTING CONTOUR: PROPOSED CONTOUR: SILT FENCE SC -1 - GRAVEL BAGS PER PLAN: STABILIZED CONSTRUCTION ENTRANCE TC -1 INLET PROTECTION SC -10 EROSION CONTROL a 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF NETT AT 858 - 699 -1306. ,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. BASIN DESILTATION NOTE: BIO RETENTION BASINS TO BE EXCAVATED AND USED AS DESILTATION BASINS DURING CONSTRUCTION. SILT AND SEDIMENT ACCUMULATED SHALL BE REMOVED PRIOR TO BASIN COMPLETION ONCE THE SITE IS STABILIZED. HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 11LJ1UNLL IIKAWN BTU UNLUKLIJ BT, ENGINEERING DIVISION PPROVA S CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 04' o GA GA GAC DESCRIPTION: ENC. OC -136, POINT 1042 LOCATION: OM: 101 BRIDGE IN SAN ELIJO RECORD FROM: LAGOON, ON WING WALL. ELEVATION: 16.938 DATUM: NAVD88 ENC. CONTROL SURVEY INT, DATE PLANS PREPARED UNDER SUPERVISI ❑N ❑ DATES 1-22 -19 R.C.E. NO,, 60957 ENGINEER S NAME EXP.: 12 -31 -20 REC MMEND D. APP A, n JE E ❑WENS ( EDWA J, WINNER (, CITY ENTE?R15 ��ff DATE DATE GRADING PLAN FOR, 2112 MONTGOMERY A VE ' 18 -115 V DR CDP �± � 407O -G UBLIC WORK ENGINEERS NAME DATE PLANNING REVIEWER INSPECTOR CITY ENGINEER DATE SHEET 4 OF DAZE 10 -15 -18 RENSIONS: 1 -22 -19 1 -26 -19 Z j E ]° fAU� W Q U � �.! W U L G W � ca~rn a W N N Lu Z 2 c°o } n Q � .. W o N U Q C9