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2019-14209 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. 2. THE SOILS REPORT SUBJECT "SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE 815 -29 4TH STREET" DATED 1 -24 -18 BY SOIL TESTERS. 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 PRECAU11ONS 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 14209 -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 BA CKFILLS 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 CITYS 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. L 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED DURING GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACTIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE ARE WOULD BE PROTECTED (AS MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE 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 BE KEPT IN SITU ( "IN PLACE "), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL FAN AT (760) 845 -4509, 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 7.). 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 TURFAANDSCAPED 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 ROWING 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 FI LTE RED 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, 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 IMPROVEMENTS 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 BILLAB -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 , REQUIRE THE DISTRICT SHALL RE UI ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USE FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5.0 H : 1.0 V NORTH HOUSE SOUTH HOUSE MAXIMUM VERTICAL DEPTH OF CUT = 11.1' 10.6 MAXIMUM VERTICAL DEPTH OF FILL = 4.6' 5.7' CUT = 1,140 C.Y. FILL = 360 C.Y. EXPORT = 780 C.Y. REMEDIAL = 49 C.Y. DISTURBED AREA = 12,229 S.F. THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. SHEET INDEX SHEET NO. 1: TITLE SHEET SHEET NO. 2: GRADING PLAN SHEET NO. 3: EROSION CONTROL SHEET NO. 4 -9: SHORING PLAN 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. 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 - ESD - (760)- 633 -2840 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. LSCOASTAL LAND SOLUTIONS, INC. 577 SECOND STREET PH (760 230-6025 230 6025 FAX (765) 230 -6026 CLS/ 1433 OWNERS PAUL FAN 1424 CAMINO DEL MAR DEL MAR, CA 92014 SITE ADDRESS GREG GOERTZEN PO BOX 91335 SAN DIEGO, CA 92169 813 & 829 4TH STREET, ENCINITAS, 92024 APN: 258 - 171 -13 AND 258 - 171 -14 LEGAL DESCRIPTION LOTS 13 AND 14 IN BLOCK 32, IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, FILED IN THE OFFICE OF THE RECORDER OF THE SAID SAN DIEGO COUNTY JUNE 12, 1883. OWNER'S CERTIFICATE 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 STABILI THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMAND CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, A OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSION OF OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECT DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PI EASEMENTS. I / SIGNATURE: DATE: PAUL FAN, FOR T &P REAL ESTATE HOLDINGS (LOT 13) SIGNATURE: DATE: I V I V2019 GREG GOERTZEN, FOR SANDS ON FOURTH LLC (LOT 14) SOILS ENGINEER'S CERTIFICATE I, CHIN C. CHEN, 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 JANUARY 24, 2018. 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 PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: eA_4 !f l-1 CHIN C. CHEN R.C.E. 34442 EXP. DATE: 9/30/29392OZi ssio v CA�61, cr SOIL TESTERS P.O. BOX 1195 m LAKESIDE, CALIFORNIA 92040 [�,' 039ga2 9 (619) 443 -0060 ,>> 9 JOB N0. 1147D7 -17 , d FxP Qa STATEMENT OF ENGINEER OF WORK`roF 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: DAVID V. CARON R.C.E. NO. 70066 EXP. DATE: 09/30/20 COASTAL LAND SOLUTIONS �� 'P b 577 SECOND STREET o z ENCINITAS, CA 92024 No.0070066 S PH (760) 230 -6025 EXP.09 /30/20 s P C � � >' I 1 V q Ra T 0 F 0 E F l CA IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,340 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 6,841 SQFT INCREASE IN IMPERVIOUS AREA: 5.501 SQFT IMPERVIOUS AREA REPLACED: 1,340 SQFT STREET WIDENING IMPERVIOUS AREA: 702 SQFT RE -PAVED ALLEY IMPERVIOUS AREA: 2"212_ _ SQFT TOTAL IMPERVIOUS AREA: 9,755 SQFT 40,000 SF SPECIAL INSPECTION LETTER PREPARED BY COASTAL LAND SOLUTIONS DATED PUBLIC WORKS I PLANNING DIVISION (0-17 DATE auL BE It m SIGN DATE PARKS AND RECREATION amy*p /2 -lo- /9 SIGN DATE VICINITY MAP WORK TO w BE DONE AS -BUILT APPROVALS "t� "' "t" "r: " """ "': "t "': ENGINEERING DIVISION APPROVALS ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND 2. CITY OF ENCINITAS STANDARDS. as DESCRIPTION UVC SYMBOL PROPERTY BOUNDARY - - EASEMENT - - - - - SETBACK - - - - - CENTERUNE REC M D:,)61J A OVE STE AK EDWARD J ER L (� I 2�1 9 1 DATE DA YE EXISTING BERM 14209 -G EXISTING CONTOUR EXISTING WATER SERVICE - - EXISTING WATER METER EXISTING SEWER MAIN EXISTING SEWER MANHOLE EXISTING RETAINING WALL DAVID CARON DATE EXISTING FIRE HYDRANT EXISTING TREE EXISTING UTILITY POLE EXISTING WATER VALVE I>< EXISTING WOOD FENCE _ -- SPOT ELEVATION BUILDING FOOTPRINT PROPOSED CONTOUR DAYLIGHT LINE PROPOSED SEWER SERVICE PROPOSED STORM DRAIN PROPOSED WATER SERVICE BIOFILTRATION AREA CONCRETE PAVEMENT i90 ___� S S - SD SD - - w DESCRIPTION w DATE BENCHMARK AS -BUILT APPROVALS "t� "' "t" "r: " """ "': "t "': ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. as UVC DESCRIPTION: 2" BRASS DISC LOCATION: TOP OF CURB ON THE EAST SIDE OF VULCAN AVENUE, 200 FEET a INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11-10- R.C.E. NO.: 70066 9 7 DAVID CARON EXP.: 9 -30 -20 BMP PROJECT STATUS STANDARD DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 0� -2 / -r9 /��✓�Y�����1�4�19 'SIGN DATE SIGN DATE HANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "t� "' "t" "r: " """ "': "t "': ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. UVC DESCRIPTION: 2" BRASS DISC LOCATION: TOP OF CURB ON THE EAST SIDE OF VULCAN AVENUE, 200 FEET INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11-10- R.C.E. NO.: 70066 9 7 DAVID CARON EXP.: 9 -30 -20 REC M D:,)61J A OVE STE AK EDWARD J ER L (� I 2�1 9 1 DATE DA YE GRADING PLAN FOR: FAN RESIDENCE 813 & 829 FOURTH STREET APN: 258 - 171 -13 AND 258 - 171 -14 PLANNING CASE NO: 17 -183 TPM /DR /CDP - -_ 14209 -G PUBLIC WORKS DAVID CARON DATE PLANNING NORTH OF E STREET RECORD FROM: CITY OF ENCINITAS ELEVATION: 92.004' DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET OF 8 I 102.IOEX �+ I I I I 101.74E I 40.E 85.92EX i �4 �L cii I • .84_tfi MATCH EXISTING / v I / SURFACE ELEVATION I bP YL W r'7 4) Enr :> / EXISTING 4 �Ec urn ACP PER SDWD I w .a CON ;P TF ViGu DE, ' ` i 3/4'X18" IRON PIPE DISC MARKED I �a s I " 0 / 258- 171 -17 " " I 1� NAIL WITH DISC \ s s G c LS 7959 AT 5' PROLf�NGATION OF BL I` 6�. >�z ri ;,.r =`. TECT EXISTING MARKED "LS 4306 89.00TW I H -al 4 IVE EX. TREE '�j PC) POLE IN PLACE 1 PROTECT -IDI PLACE i / i / / / �--- -_ - \ < 88.20FG 89.00TW , cn 102.03TC \ 100.50TW 95.70EG 97.00TW H =2 5' H =1.2' 91.67TW 88.90EG 4 (85.6 X H - .5'` - 95.70FS 89 90TG 88.20FG 85.90EX 4E 101.53FS 99.02EG N83'21'20 "E 100.21` -1 90.56EG- 102.00EX I 6 -. 88.221E - 1 ! 4.3% 2.oxI - - - - - - - STA: 2 +42.66 91.67FS - 89.00TW NEW TREE X 18.2% 8 85.69FS 85.47FL 100.50FG D S ' SD _ - - 83.43FS . •' _N 14 6 101.2OTG JUU.50FS 91.87FS 91.67FS 88.87TG 3 ' 21 99.001E 100.00FS �99.50FS \ �\ 92.50FS ( I + 13 a 101.50FS I 83.43TG 1 5 86.031E $ S I M a WOOD DECK � ATIO I 7 92.50FS 82.051E da 9 I ° 78.431E �� 74.441E I „ CL � N 1� ~I 101.00FS I BASEMENT SUBDRAIN 83.43FS 2 83.83FS 85.61 FS a ¢ `` ° bun I 101.50FS I 85.50EX v 1 80X 1 .8X d5.OR ° a,_, � r i I I 12 I 22Q% 1-- 8.5' 8,5' - 3 I I 1ST, FLOOR I a A.- 'I o a- - (85. a6FS M' 10 z o 1.5X °I f I 4 22 74.401E w r b FF= 92.00 a Lo 101.92TC b I - BASEMENT BOUNDARY cr 101.42FS 101.35HP z I 11 co W • PAD -91.70 � 42� o ZE lr BDLG SUBDRAI �4 3 dal 5 -- m �� 111 cHE K qAM� �' I BASEMENT FF =83.50 101.50EX L4' I I I 4 2 °� W- I BASEMENT PAD =82.70 ° 4 a 85.54FS W y\ 101.50FS \ I 83.83FS ° anc n J N 1�3X I I \L I BA I 2.0% ,I o J GG OX t5.2x 5.0% I 102.00EX L.I REMO X. TREE 4 / WOOD DECK PATIO RAIN Q BAS ENT SUB Q 83.43FS I I i W 101.85TC ° ' 101.00FS � \1 92.50FS ! I 1 4 85.29FS � 78.421E � 102.03TC 11 101.35FS 101.50 AI 83.43FS 21 i 85.1OEX 101.50FS �I � a 85.16FL (� 10L53FS 4 I 92.95TW ki =0.5' 88.50TW 1 S S 100.50FS. 7 91.90FS H =5.1 87.80FG 74.321E 6 92.50FS� - - -- - 91.67FS 83.43FS q \ 17% EXISTING WATER MET 109.001E 1 \�� 27% 88.40TG 88.50TW ° $ B0)( TO ADJUST TO GRADE STA: 2 +87.12 = 99.001E 4 / - 85.58FL `. NEW TREE 101.57EX 101.00FS ❑Q0❑ ❑ _ 87.821E ° ` " 85.53FS 4 84.70EX 12 �> o _88.40TG 87.808E 5 88.30TG° ----- - - - - -- 85 651E` \ . co EXISTING WATER METER BOX 102.00EX N ILWITH DISC , $D SD/ D �� • -'..° �° 87.821E ? TO ADJUST TO GRADE " "� 101.44TW -_ - - - -,'° 88.50TW "LS a \ \ L -- _ - �\ 85.75FS 85.30FL U 4,X18" IRON PIPE AND AT L� ARK D LS 4306 101.61 FS 1.5 i 4 79.281E " 101.00FS 101.00FS 100.50FS 97.001W 92.02FS 91.67FS °o ° I I 97.00FS 7 88.50TW ; 4 1 21 r� PROLONGATION OF BL 101.50FG 93.00FS H =`k•6- _v Li I S S ��(.; FIR HYDRANT TO BE _� I H =0.5' I 83.93FS I I a 2;p% _ -cn 74.261Ei l "' ' I ,` 4 P OTECT�NI PLACE FLANGE \ I � I i - BA�EMENT SUBD�tAIN � '83.93FS � / ° / 3 b l� WOOD DECK PA110 2 84.33FS 85.99FS LEVATIOIJ 6" t 1 ABOVE a 82.901E - -t ,V ulNc CURES OI2 SPLASH PAD. 4I I 2.0% 86% i/ yak - 5.6 %% 1 ° 102.50FS -- +` y` �ro 4 I// 83.93FS 10. n PAt' (�1`: �, F _ i 102.17TC 102.01 TC �I 0 101.45HP li I / /- W 86 30EX z. 101.69F5 101.51FS - SEMENT <BOINDARY �s NecoEo ; L� -� -1s' a' $ 1o1.5oFS /� FF =93.00 i BP ch fJ nS iaS 2T x� PAD= 92.30 ° 2 �� ° 2�OX 6. %. '✓ j/��i� i 102.00Ex 14 zo% ¢.5' , sxd; " 102.50FS X BASEMENT FF =84.M ° 85.86FL L" °4 101.36FL 101.50FS WOOD DECK PATIO I V 4 2 4 W 1o1.72Ex � I BASEMENT PAD =83.30 83.s3FS a4 ' 4 ° i : , g 22 z I x _ 84.33FS ,� / I v v 8.5_ 8.5- -I FLOOR �/ 5.0% ! 18.6% _ rn A 83.93FS a W rn �✓ 101.50FS I A 3 0 a - �� BASEMENT SUBDRAIN, 82.551E ° 86.10FS 0 REM X. EE �.� 100.50FS l � z \ 9 5' a 93.00FS 90.00TW ° ° 21 a 3 12 102.50FS1 BDLG SUBDRAIN 7 H ..0 83.93FS 4 79.261E i/ y 84.00FS ° m a 101.23TG ° 100.00 S V99.50FS 96.50FS 93.00FS 92.01FS 91 / 88.9 FL, $ S J 6 -10 \ \ \T\ '91.67FS 74.161E L �y 99.001E 1.00TW 86.52FS STA: 3 +38.72 102.00EX 2.ox • ? 99.18EG 1 D a.o n.2% m - S .89.40TG ` `` t� ;� 89.90TG 86.731E 5.3% 86,30EX NEW TREE " -- - - - - - 6 - 88.921E!' z.ox ----- - - - - -- 101.80EX \ \ 101.00FS 99.501W 96.50TW It N83'22'02rE 100.16' - - - 88.90FG 89.60TW I" 102.15TC H -0. 90.00TW - -102.20FS 97.11EG 97.18FS 96.20FS H=O./5,1 91.67FS H =1.1' 88.90FG 8 1 86.60EX 86.03FL 92.09TW 101.65FS �' _ l 92.11EG 3 4 X18" IRON PIPE 102.00EX Ir I NAIL WITH DISC /�jj/ 96.34EG/�/// j 90.55EG / " _ - u-� 1 .I MARKED "LS 06" �. AND DISC.MAR D \ b N 258- 171 -13 / "LS 7959" AT, � A A PROTECT IN PACE, PROLONGATION OF IBLr SIO / SURFACE ELIVIATION 1 i Al I N I , . CA A� 1 � a cn 86 DEX �. m s , NO.10066 y } 113' 18" GRIND PERMEABLE PAVERS & OVERLAY � c 3 c SAW CUT LINE 4 AC OVER 6" CLASS II BASE 13 6 "X16" FLUSH CURB COASTAL LAND SOLUTIONS, INC. Ls577 SECOND STREET PHC(760)) 230 -6025 FAX (760) 230 -6026 CLS# 1433 HANGE NO.1 DESCRIPTION cn b PROPOSED STREET TREE SEE SIZE AND SPECIES ON R/W R/W CITY S /TREET TREE TABLE HEREON I I To' , -8 '- -2.5'- 12 "X12" SIDEWALK I RIBBON GUTTER BROOKS BOX PER G -7 6" CURB 12 GRATED 1.5 %_X LET 4 a a y' LANDSCAPE I AC PAVE ENT -- ------- - - - - -- ----- - - - - -- I 7" THICK PCC - - - - - -- - --I- 560 -C -3250 VEGETATED SWALE I I I( I� �I( 6 " HDPE SD _III l I '' I I II {� EI 18" CURB 1111 i ICI 7� OPENING STREET SECTION Za1111101, APPROVED DATE BENCHMARK DESCRIPTION: 2" BRASS DISC LOCATION: TOP OF CURB ON THE EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET RECORD FROM: CITY OF ENCINITAS ELEVATION: 92.004' DATUM: NAVD88 AS -BUILT APPROVALS DAVID CARON SENIOR ENGINEER 1/2" RADIUS NEW AC PAVEMENT 4" AC OVER 6" CLASS II BASE ALLEY SECTION N.T.S. INT. I DATE PLANS PREPARED UNDER SUPERVISION OF REC PUBLIC WORKS DATE: DATE PLANNING R.C.E. NO.: 70066 STEM REVIEWER DATE DAVID CARON EXP.: 9 -30 -20 INSPECTOR DATE CONSTRUCTION NOTES Ot CONSTRUCT RETAINING WALL PER SDRSD C -1 Q CONSTRUCT 8" WIDE TRENCH DRAIN PER DETAIL BELOW Q CONSTRUCT CONCRETE DRIVEWAY ® CONSTRUCT BIOFILTRA77ON BASIN PER DETAIL BELOW �5 CONSTRUCT 6" PVC OVERFLOW WITH ATRIUM GRATE © CONSTRUCT 12 "X12" CATCH BASIN INLET O7 CONSTRUCT 6" HDPE SD ® CONSTRUCT RIPRAP ENERGY DISSIPATOR PER SDRSD D -40, T =1.1' NO. 2 BACKING O9 PUMP AND WET WELL TO BASIN 10 CONSTRUCT RIBBON GUTTER, 3' WIDE PER DETAIL BELOW 11 CONSTRUCT 18" CURB OPENING 12 CONSTRUCT CURB ONLY PER SDRSD G -1 13 CONSTRUCT 6"X16" FLUSH CURB 14 SAWCUT LINE WALL /FENCE MATERIALS & COLOR: 1. RETAINING WALL: 8 "X8 "X6" SHOT BLAST MASONRY BLOCK; LIGHT BROWN WITH MORTAR CAP 2. FENCES: 1 "X6" RECLAIMED WOOD; PAINTED DUNN EDWARDS AND PAINT ALL COLOR: DENTE RIDGE (DE 6230) ACO KLASSIKDRAIN FRAME AND GRATE, OR EQUAL PLAN UTILITY NOTES 21 CONSTRUCT 4" SEWER LATERAL PER SDRSD SS -01 22 DISTRICT TO INSTALL 1 -INCH COPPER WATER SERVICE AND DUAL METER PER WS -09, WS -17 AT OWNER EXPENSE NOTES: 1. ALL PROPOSED UTILITIES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND. 2. ALL OVERHEAD UTILITY SERVICE LINES SHALL BE INSTALLED UNDERGROUND. 3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. VOID FILLER - 1/8" TO 3/8" (NO. 8) APPROVED PERVIOUS AGGREGATE IN VOIDS PAVERS W/ MIN. 3/8" VOID BEDDING COURSE - 2" , THICK OF 1/8" TO 3/8" ° (NO.8) AGGREGATE _ 4 6 "X16" PCC FLUSH CURB CHOKER COURSE - 4" THICK OF 3/8" TO 1/2" ° (NO.57) CRUSHED ROCK MIN. 6" THICK OF 3/4" (NO.2) CRUSHED ROCK SOIL SUBGRADE PERVIOUS PAVERS DETAIL N.T.S. 2 WELL -AGED, SHREDDED HARDWOOD MULCH 6" SURFACE PONDING APRON FOR ENERGY DISSIPATION INLET PIPE SDRSD C -4 WATER PROOF WALL - MIN. 18" MEDIA WITH MIN. 5 IN /HR FILTRATION RATE 2" OF 3/8" 4" PERFORATED SUBDRAIN FILTER COURSE CONCRETE BOTTOM TO BE LEVEL AND NOT 2" 6" OF J" CRUSHED SLOPE WITH DRIVEWAY AGGREGATE STORAGE LAYER BIOFILTRATION BMP N.T.S. 4„ LENGTH AS SHOWN ON PLANS _ En s' o S =PER PLAN_ 7. _ T uJ, " metwu I , 91�2_'I R/W 1 6" ATRIUM GRATE 2" MIN. FREEBOARD I SDRSD C -4 WITH WATER PROOFING ON INSIDE VERTICAL IMPERMEABLE LINER M 4" SD ALLEY FS SEE PLAN FOR ELEVATION 1% *BIORETENTION 'ENGINEERED SOIL"LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM° SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL. NEW AC PAVEMENT I 4" AC OVER 6" CLASS II BASE CITY STREET TREES STA SPECIES SIZE NEW /DEMO 2 +42.26 MONTEREY CYPRESS 24" DEMO 2 +80.54 MONTEREY CYPRESS 18" DEMO 3 +24.38 EUCALYPTUS SPP. 24" DEMO 2 +42.66 MAGNOLIA GRANDIFLORA'ST MARY' 24" NEW 2 +87.12 MAGNOLIA GRANDIFLORA'ST MARY' 24" NEW 3 +38.72 MAGNOLIA GRANDIFLORA'ST MARY' 24" NEW TBD 115GAL NEW TBD 115GAL INEW END VIEW ' NOTE: ACO KLASSIKDRAIN 0.5% SLOPED CHANNELS SHALL BE CONNECTED TO CREATE CONTINUOUSLY SLOPING RUN. HALF METER CHANNELS AND NEUTRAL SLOPING CHANNELS ARE ALSO AVAILABLE. GRAPHIC SCALE 1 " =10' INSTALL PER MANUFACTURERS RECOMMENDATIONS. 8" WIDE TRENCH DRAIN (PVT) 0 10 20 30 ENGINEERING DIVISION APPROVALS 9 DA m J. MMER l �l ?a! S CAUTIONH EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: FAN RESIDENCE 813 & 829 FOURTH STREET APN: 258 - 171 -13 AND 258 - 171 -14 IPLANNING CASE NO: 17 -183 TPM DR CDP DRAWING NO. 14209 -G SHEET 20F8 II. I 1 I"" " �o —0 0 0 000( oD000 . ENGIN ERING DIVISION APPROVALS I I � I I ( I I INT. D DATE P I I I II I I � II -I I II I LO N I I I I I I I I I I I i � I I '{ li 'I LIJ L,J f ry a I I II O I � III I II I r— S I s �I M I I al I I I I I I I / � I I Ii I � � I I I; CD LO + I j I I i I LSCOASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CLS/ 1433 HANGE N0. DESCRIPTION r, 41' �I i GRAPHIC SCALE 0 10 20 1"=10' 30 ; �! uvc�nr,ivu II BMP LEGEND (DURING CONSTRUCTION) DESCRIPTION O1 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 O2 SILT FENCE PER CASQA SC -1 O3 GRAVEL BAG BARRIER PER CASQA SC -6 ® INLET PROTECTION PER CASQA SC -10 O5 OUTLET PROTECTION PER CASQA EC -10 © FIBER ROLL PER CASQA SE -5 FLOW DIRECTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS DESCRIPTION: 2" BRASS DISC LOCATION: TOP OF CURB ON THE EAST PUBLIC WOR SIDE OF VULCAN AVENUE, 200 FEET DAVID CARON DATE PLANNING NORTH OF E STREET RECORD FROM: CITY OF ENCINITAS REVIEWER ELEVATION: 92.004' DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOF y141'I�I� o I"" " �o —0 0 0 000( oD000 . _FR — CONCRETE D il__iN EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT - STEEL OR WOOD POST r .r r •� jll IIIIIIIIIIIIIIIII�IIA�IIj I�IIIiI�Ilii0IIl01 jIIIIIQIIIIIII I! r I ur n0 III r IIII jlIOIIIjIII��jIIII�Iloll jllllll) ��III�IIIII II �I II IIIIIIIIIIIIIIII�III I 10' MAXIMUM SPACING NTH WIRPSMUIPPORT WITHOUT / PORT FENCE OR rrD POST POND PONDING HEIGHT POVDIVG 3/4" (20mm) IN. DRAIN ROCK } •FLOW STORAGE)HT. 6" (200mm)i 12" MIN. \ \� \ \ \ /� \��� 12" MIN. (300mm) (300mm) 00 X 150mm) WITH TED BACKFILL TRENCH DETAIL INSTALLATION NO SCALE WITHOUT TRENCHING NO SCALE NOTES: SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE PER CASQA SC -1 NOT TO SCALE NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED. 0 1 I S ! WATER SUPPLY i &HOSE ` - - - -- — — — — — CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" /CORRUGATED STEEL PANELS PEA DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING DEVICE � I GENERAL SITE MANAGEMENT MATERIAL DELIVERY & STORAGE: SPILL PREVENTION AND CONTROL: SOLID WASTE MANAGEMENT: HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT: SANITARY WASTE MANAGEMENT: 6, Fl. De Wm-1 Wm-4 WM -5 Wm-6 WM -8 WM -9 PLAN VIEW EROSION CONTROL BAG WEIR SPACED AS NEEDED �=IIPIII II_ll= BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE FILLED BAGS DETAIL GRAVEL BAG TIGHTLY PLACEMENT NO SCALE NO SCALE GRAVEL SANDBAGS PER CASQA SC -6 DATE DATE' PER CASQA TER FABRIC GRADE SECTION A -A NO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -1 CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: FAN RESIDENCE 813 8r 829 FOURTH STREET APN: 258 - 171 -13 AND 258 - 171 -14 PLANNING CASE NO: 17 -183 TPM DR CDP DRAWING NO. 14209 -G SHEET 3OF8 T 1V I"" " "' " " "'" °' " " " °'' E ENGIN ERING DIVISION APPROVALS INT. D DATE P PLANS PREPARED UNDER SUPERVISION OF R RE D. AP OV D- D PER CASQA TER FABRIC GRADE SECTION A -A NO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -1 CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: FAN RESIDENCE 813 8r 829 FOURTH STREET APN: 258 - 171 -13 AND 258 - 171 -14 PLANNING CASE NO: 17 -183 TPM DR CDP DRAWING NO. 14209 -G SHEET 3OF8 T 1V PROPOSED CURB I � DESIGN CRITERIA EMPORARY 1 -1 SLOPE (BY OTHERS, TYPICAL) RIGHT- OF-WAY L_ 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORT(S): A. SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE 815 -829 4TH STREET ENCINITAS, CALIFORNIA PREPARED BY: SOIL TESTERS DATED: JANUARY 24, 2018 2. SOIL DESIGN PRESSURES A. ALLOWABLE PASSIVE EARTH PRESSURE = 30OPSF /FT B. LATERAL EARTH PRESSURE = 36PSF /FT C. MINIMUM LIVE LOAD SURCHARGE = 72PSF E. BUILDING SURCHARGE = 800PLF (LATERAL LINE LOAD) - - -- h -- `U - SD NOR' i 1 I I I I= l b 1 0 = S S (, 'I r >I S > r' s W v) r f� I f W RIGHT -OF -WAY r r . S I I iI t I I I �I I �I I i I (E) GARAGE Know what's below. Call before you dig. DIG ALERT! ! TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE $ POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (E) BUILDING DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/ EXCAVATION PERMIT NO -- _ _ _ _ _ _ _ _ _ _ _ LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING PROPOSED IMPROVEMENTS IMPROVEMENT TEMPORARY SOLDIER BEAM TEMPORARY TIMBER LAGGING SYMBOL I SOLDIER BEAM COUNT XX W 1 CD � LO JAW - - -- DETAIL /SECTION CALLOUTS X C) SHX z I I — CAUTION!!! (E) 3x12 DF #2 TIMBER LAGGING OVERHEAD POWER LINES S —� - - - -- - ----------- I c I ' SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 \_ SAN DIEGO, CA 92129, (760)586 -8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESIGNED BY DRAW CHECKED er. ENGINEERING DIVISIONAPPROVALS CITY OFENCI NITAS- DEVELOPMENTSERVICESDEPARTMENT DRAWING NO. RR TJR RR 2" BRASS DISC TOP OF CURB ON THE EAST SIDE OF MEGAN A VE, 200 FEET NORTH OF E STREET. RECORDED FROM CITY OF ENCINITAS ELEVATION 92004' DATUM. NAVD 88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 4 < I -6 1� 1 R.C.E. NO.: 80503 R P. REED EXP. 3/31 21 ENGINEER Of WORK � RECD Dt D: V I STEVE NAK EDWARD d WIMM€1 f ' G � / 19 1 1 DALE DATE GRADING PLAN FOR: FAN RESIDENCE ENCINITAS CALIFORNIA APIA• Zb8- 171 -13 & 158 - 171 -14 I PLANNING CASE NO: 17 -183 TPM 14209 -G PUBLIC WORKS PLANNING REVIEWER SHEET 4 OF 8 I SENIOR ENGINEER DA IE INSPECTOR OT DATE: 1012212019 1 8 SPACES @ 8' -0" O.C. = 64' -0" FINISH GRADE (SEE NOTE 3) T.O.W. = 95.00' — _ : T.O.W. = 94.00' \ T.O.W. = 93.00' T.O.W. = 92.00' i T.O.W. = 91.00' EXISTING GRADE = = 90.00' B.O.W. = 90.00' — I _ T.O.W. 90.00' T.O.W. = 89.00, T.O.W. = 88.00' `\ - 1 I - - 1 I SH7 — — — e PROPOSED DRIVEWAY 80.00' I I 1 A a° a a a a ° a ° a s o a a I (SEE CIVIL DRAWINGS) L —j B.O.W.= B.O.W.= B.O.W.= SB #1 1 81.00' I I I I 11 81.00' I I I I I 81.00' 1 I I I I I 1 I I I I I I I I 1 I I I I „D„ 1 I I I I 11 I I 1 I I -1 TEMPORARY SOLDIER BEAM 70.00' I 1 I I I I I I I 1 I I I L J (SEE SCHEDULE FOR SIZE) 1 I I I I I 1 1 L J SB #7 B 8 SB #9 I I L L J L' J SB #5 SB #6 , J NOTES: SB #3 SB #4 SB #2 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES. 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. PROFILE - LOOKING NORTH 3. TEMPORARY SHORING MAY BE SET AT FINISH GRADE ELEVATIONS WITH APPROVAL FROM THE ONSITE GEOTECHNICAL ENGINEER, FIELD VERITY ADJACENT IMPROVEMENTS. SCALE: 1" = 16/3' - - I - - - -- - - -- - S D I PROPOSED STORM DRAIN (SEE CIVIL DRAWINGS) RIGHT -OF -WAY O O Ln �I PROPOSED CURB TEMPORARY 1 -1 ' O I (BY OTHERS, TYP QO 0 z _TRATION :IVIL DWG.) CAUTION!!! (E) OVERHEAD POWER LINES S HT -OF -WAY W !i U) LEGEND: T.Q.W. = TOP OF WALL B.Q.W. = BOTTOM OF WALL DESIGNATES 3x12 PRESSURE TREATED (FOR GROUND CONTACT) TIMBER LAGGING w 70.00' SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 r" SAN DIEGO, CA 92129, (760)586 -8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESIGNED BY DRAWN BY CHECKED BY.• ENGINEERING DIVISIONAPPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DR4 WING NO. T� RR 2" BRASS DISC TOP OF CURB ON THE EAST SIDE OF VULCAN AVE, 200 FEET NORTH OF E STREET RECORDED FROM CITY OF ENCINITAS ELEVATION 92.004' DATUM. NAVD 88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE • �, 3 / R.C.E. N0.: 80503 ENOMEER OF WORK EXP. 3/31/21 RECD AP D: SIEVE K ARD J. WIMMER �t � r , 1 1 C, it-1114 1 i DAIS DAIS t GRADING PLAN FOR.• FAN RESIDENCE ENCINITAS, CALIFORNIA APN.' 258- 171 -13 & 258 - 171 -14 PLANNING CASE ND.• 17 -183 TPM 14209 -G PUBLIC WORKS Kur ' PLANNING REVIEWER SHEET 5 OF 8 INSPECTOR PLOT DATE.- 1011212019 1 90.00' 80.00' 70.00' NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES. 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. TEMPORARY SHORING MAY BE SET AT FINISH GRADE ELEVATIONS WITH APPROVAL FROM THE ONSITE GEOTECHNICAL ENGINEER, FIELD VERITY ADJACENT IMPROVEMENTS. w (f ) (f) 8 SPACES @ 8' -0" O.C. = 64' -0" FINISH GRADE (SEE NOTE 3) T.O.W. = 95.00' EXISTING GRADE T.O.W. = 94.00' T.O.W. = 93.00' 3 T.O.W. = 92.00' T.O.W. S SIM. .O.W. = 91.00' I — B.O.W. = 90.00' T.O.W. = 88.00' —� PROPOSED DRIVEWAY a C s a o Qa S H (SEE CIVIL DRAWINGS) a a 1 d 7 a s I B.O.W.- B.O.W.- B.O.W.- I I_ J 81.00' I I I I I I 81.00' I I I I 11 81.00' I SB #18 SB #10 I I I s #1 6 #2 L SB #13 L 'J J L' J L J SB #14 SB #15 SB #16 SB #17 CAUTION!!! (E) OVERHEAD POWER LINES BIOFILTRATION (SEE CIVIL DWG.) (E) GARAGE PROPERTY LINE 10 11 Y PROPOSED RETAINING PROPOSED SEWER LAT I i WALL (SEE STRUCTURAL) (SEE CIVIL DRAWINGS) r-, PROPOSED DRIVEWAY RIGHT -OF -WAY (SEE CIVIL DRAWINGS) 00 LIj v C) PROPOSED WATER LAT O (SEE CIVIL DRAWINGS) 1 PROFILE - LOOKING SOUTH SCALE: 1" = 16/3' 3' -1 "± 2'-6 "± 12 13 14 15 SH7 16 S 2' -6"± -S - - -- PROPOSED TEMPORARY 0 SHORING (TYPICAL) SH7 E) 2 -STORY RESIDENCE T T- C - - - - - -- - C] C 0"± PROPOSED SITE WALL (SEE CIVIL DRAWINGS) — 1, SS LEGEND: T.O.W. = TOP OF WALL B.Q.W. = BOTTOM OF WALL DESIGNATES 3x12 PRESSURE TREATED (FOR GROUND CONTACT) TIMBER LAGGING :m 70.00' LOT 13 PROPOSED BASEMENT \ 1 TEMPORARY 1 -1 SLOPE (BY OTHERS, TYPICAL) 0 ° SHORING DESIGN GROUP FESS HAW P. RF�9� � ti& 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 DESIGNED BY DRAWN BY- CHECKED BY.• CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS TJR RR INEERINGDIVISIONAPPROVALS CI TYOFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENT DRAWING NO, 2" BRASS DISC TOP OF CURB ON THE EAST SIDE OF VULCAN INT. DATE PLANS PREPARED UNDER SUPERVISION OF RTCOM ED: 1 GRADING PLAN FOR- . AVE, 200 FEET NORTH OF E STREET. PUBLIC {fY11RKS FANRESIDENCE 14209'x7 RECORDED FROM CITY OF ENCINITAS DATE: » 13 STEVE EDWARD J. WIMMER P. PLANNING REVIEWER R.C.E. N0.: 80503 G� APN.-258471.13 &258- 171.14 ELEVADON.• 92.004' DATUM. NAM 88 R P. REED ' �, , � 1 I - 9 �` l INSPECTOR ENGINEER OF WORK EXP. 3131121 DATE DATE PLANNING CASE NO: 17 -183 TPM SHEET 6 OF 8 .Ul Alt: lU%ZZ/ZUl9 i S t i (E) GARAGE PROPERTY LINE 10 11 Y PROPOSED RETAINING PROPOSED SEWER LAT I i WALL (SEE STRUCTURAL) (SEE CIVIL DRAWINGS) r-, PROPOSED DRIVEWAY RIGHT -OF -WAY (SEE CIVIL DRAWINGS) 00 LIj v C) PROPOSED WATER LAT O (SEE CIVIL DRAWINGS) 1 PROFILE - LOOKING SOUTH SCALE: 1" = 16/3' 3' -1 "± 2'-6 "± 12 13 14 15 SH7 16 S 2' -6"± -S - - -- PROPOSED TEMPORARY 0 SHORING (TYPICAL) SH7 E) 2 -STORY RESIDENCE T T- C - - - - - -- - C] C 0"± PROPOSED SITE WALL (SEE CIVIL DRAWINGS) — 1, SS LEGEND: T.O.W. = TOP OF WALL B.Q.W. = BOTTOM OF WALL DESIGNATES 3x12 PRESSURE TREATED (FOR GROUND CONTACT) TIMBER LAGGING :m 70.00' LOT 13 PROPOSED BASEMENT \ 1 TEMPORARY 1 -1 SLOPE (BY OTHERS, TYPICAL) 0 ° SHORING DESIGN GROUP FESS HAW P. RF�9� � ti& 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 DESIGNED BY DRAWN BY- CHECKED BY.• CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS TJR RR INEERINGDIVISIONAPPROVALS CI TYOFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENT DRAWING NO, 2" BRASS DISC TOP OF CURB ON THE EAST SIDE OF VULCAN INT. DATE PLANS PREPARED UNDER SUPERVISION OF RTCOM ED: 1 GRADING PLAN FOR- . AVE, 200 FEET NORTH OF E STREET. PUBLIC {fY11RKS FANRESIDENCE 14209'x7 RECORDED FROM CITY OF ENCINITAS DATE: » 13 STEVE EDWARD J. WIMMER P. PLANNING REVIEWER R.C.E. N0.: 80503 G� APN.-258471.13 &258- 171.14 ELEVADON.• 92.004' DATUM. NAM 88 R P. REED ' �, , � 1 I - 9 �` l INSPECTOR ENGINEER OF WORK EXP. 3131121 DATE DATE PLANNING CASE NO: 17 -183 TPM SHEET 6 OF 8 .Ul Alt: lU%ZZ/ZUl9 2' -6 "± (SEE PLAN) PAD ELEVATION .,H., 0 42" 1 (MIN.) I SAFETY CABLE RAILING, PER CAL -OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 4 /SH7) EXISTING GRADE SEE ELEVATIO; TIMBER LAGGING, TYPICAL (SEE ELEVATION FOR SIZE) 1.5 SACK SLURRY SHAFT BACKFILL (T.O.W. TO B.O.W) 2,500 PSI CONCRETE SHAFT BACKFILL (B.O.W TO PILE TIP) SOLDIER BEAM (SEE SCHEDULE FOR SIZE) �— Dshaft NOTES: 1. FIELD VERIFY ALL EXISTING 8t PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. LAGGING ABOUT THE LOWER 2' -0" OF EXCAVATION MAY BE OMITTED WITH APPROVAL FROM THE GEOTECHNICAL ENGINEER OF RECORD (CONTRACTOR SHALL ASSES ft SUBMIT FOR APPROVAL). 3. SEE SOLDIER BEAM SCHEDULE ON SH8 FOR VARIABLES "H ", "D ", ft "Dshaft ". 1� TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.) N.T.S. — — — SEE ELEVATION FOR SPACING s — SOLDIER BEAM FILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE SOLDIER BEAM PLAN DETAIL (TYPICAL) 2" L2x2x3/8 ANGLE IRON ATOP EACH SOLDIER BEAM MEMBER 21" 44" 3/8 -inch 0 WIRE ROPE ALONG ENTIRE SHORING 21" PERIMETER (TYP.) SOLDIER BEAM, TYP. (SEE SCHEDULE) 1/4" N.T.S. EACH BEAM DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) CAL -OSHA GUARDRAIL DETAIL N.T.S PROPERTY LINE DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 20d COMMON NAIL FOR LAGGING INSTALLATION (TYP., AS REQ'D) TIMBER LAGGING (SEE ELEVATION) — _ TIMBER LAGGING SOLDIER BEAM (SEE ELEVATION) �I TIMBER LAGGING (SEE ELEVATION) 20d COMMON NAIL FOR LAGGING INSTALLATION (4 PER BOARD) TIMBER LAGGING DIAGONAL SUPPORT DETAIL WE N.T.S. P. (TYP) NOTES: 1. REFER TO AWS D1.1 PREQUALIFIED WELD DETAIL FOR SPECIFICATIONS. 2. NO CHEMICAL TESTING REQUIRED FOR TEMPORARY WELD APPLICATION. FULL PENETRATION SPLICE DETAIL (AS REQUIRED) N.T.S. SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 \_ SAN DIEGO, CA 92129, (760)586 -8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ASBUILTAPPROVALS DESIGNED BY. I DRAWN BY CHECKED BY: ENGINEERINGDIVISIONAPPROVALS CI TYOFENCINITAS- DEVELOPMENTSERVICESDEPARTMENT DR4 WING NO, 2" BRASS DISC TOP OF CURB ON THE EAST SIDE OF WILCAN RECORDED 200 FEET NORTH OF E STREET. RECORDED FROM CITY OF ENCINITAS ELEVATION.• 92.004' DATUM.• NAM 88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE : i a R.C.E. N0.: 80503 N�INEERE WORK EXP. 3L/21 RECOMM I A IED: SIEVE NO EDWARD J. WTMMER (� - 1� f C 9 � l y l DATE DALE GRADING PLAN FOR: FANRESIDENCE ENCINITAS CALIFORNIA � APN. 258.171 -13 & 158 - 171 -14 PLANNING CASE N0: 17 -183 TPM 74209 -G PUBLIC WORKS P. PLANNING REWEWER SHEET 7 OF 8 INSPECTOR PLOT DATE: 1012212019 GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE. 2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL - OSHA). 3. HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE "DESIGN CRITERIA ", WILL REQUIRE ADDITIONAL ANALYSIS Et FURTHER RECOMMENDATIONS. NOTIFY THE SHORING 8t SOILS ENGINEER. 4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE TEMPORARY SHORING FOR SUPPORT IN ANYWAY. 5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION. 6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Et NOTIFICATIONS. 8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR. 9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 12. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW Et VERIFY THAT THE PROPOSED TEMPORARY SHORING, CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT. 13. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS PRIOR TO INSTALLATION. 14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 16. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS -CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. SHORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS. 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN T -0" OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. 7. REPEAT STEPS 5 -6 UNTIL BOTTOM OF EXCAVATION IS REACHED. MATERIAL SPECIFICATIONS STRUCTURALSTEEL 1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A -572 OR ASTM A -992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36, ASTM A -572 (GRADE 50) OR ASTM A -992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A -36. 4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS. STRUCTURAL Et LEAN CONCRETE A. STRUCTURAL CONCRETE: 1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150OPSI AT 28 -DAYS. 2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O16CBC Et ACI 318 TO MEET THE FOLLOWING: A. MAXIMUM 1 -INCH HARDROCK CONCRETE CONFORMING TO ASTM C -33. B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C -150. C. SLUMP NO GREATER THAN 5- INCHES. B. LEAN CONCRETE (SLURRY) 1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD. TIMBER 1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER. 2. TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A. WELDING 1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR CONTIUOUS WIRE FEED. 2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. SOLDIER BEAM SCHEDULE Maximum Toe Total Toe From To Beam Beam Shored Depth Drill Diameter Beam Beam Qty Section Height Depth H D H +D Dshaft ft ft ft in 1 1 1 W 12 x26 5.0 10.0 15.0 24 2 2 1 W 21 x 68 14.0 16.0 30.0 30 3 3 1 W 21 x 62 13.0 15.0 28.0 30 4 4 1 W 18 x 60 12.0 15.0 27.0 24 5 5 1 W 18 x 50 11.0 14.0 25.0 24 6 6 1 W 16 x 40 10.0 13.0 23.0 24 7 7 1 W 16 x 36 9.0 11.0 20.0 24 8 8 1 W 14 x 30 8.0 11.0 19.0 24 9 10 2 W 14 x 30 7.0 10.0 17.0 24 11 12 2 W 16 x 40 10.0 13.0 23.0 24 13 13 1 W 16 x 40 11.0 14.0 25.0 24 14 14 1 W 18 x 50 12.0 15.0 27.0 24 15 15 1 W 21 x 62 13.0 15.0 28.0 30 16 17 2 W 21 x 68 14.0 16.0 30.0 30 18 18 1 W 12 x 26 5.0 10.0 15.0 24 STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix CHANGE NO. X 1904.2.2 2. Inspection of concrete placement for BENCHMARK X DESIGNED proper application techniques. DRAWN BY: CHECKED BY ENGINEERINGDIVISIONAPPROVALS 3. Material verification of structural steel DRAWING NO, R a. For structural steel, identification RR X markings to conform to AISC 360. 2" BRASS DISC TOP OF CURB ON THE EAST SIDE OF VULCAN AVE, 200 FEET NORTH OF E STREET. RECORDED FROM CITY OF ENCINITAS ELEVATTOM 92.004' DATUM. NA VD 88 b. Manufacturer's report INT. X PLANS PREPARED UNDER SUPERVISION OF DATE : N It 117,11 R.C.E. N0.: 80503 R Y P. RE EXP. 3131121 ENGINEER OF WORK 4. Inspection of welding GRADING PLAN FOR: FAN RESIDENCE ENCINITAS CALIFORNIA APN.258- 171 -13 &258. 171 -14 PLANNING CASE NO: 17 -183 TPM 14209 -G a. Multipass fillet welds X 2303.1.8.1 5. Material identification of timber a. Identification of preservative X PLANNING VERIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and maintain complete and accurate X REVIEWER records for each element. SHEET 8 OF 8 7. Verify placement locations and SENIOR ENGINEER VA IE INSPECTOR plumbness, confirm element diameters, lengths, embedment into X bedrock (if applicable). Record concrete and grout values. 8. Verify excavations are extended to the X proper depth. SPECIAL INSPECTION REPORT PREPARED BY: DATED . ON FILE WITH ENGINEERING DIVISION. (TO BE SUBMITTED PRIOR TO ISSUANCE OF BUILDING PERMIT) MONITORING 1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED APPROPRIATE. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE CONDITIONS. BASELINE SURVEY DATA TO BE SUBMITTED TO CITY LAND SURVEYOR. 3. MONITORING SHALL BE PERFORMED AFTER ROUGH GRADING, ANY SIGNIFICANT STORM OR SEISMIC EVENT AND AT THE TERMINUS OF THE PROJECT. FINAL MONITORING REPORT SHALL BE SUBMITTED TO CITY LAND SURVEYOR PRIOR TO OCCUPANCY. 4. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 0.75 -INCH. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESSARY). SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 A \_ SAN DIEGO, CA 92129, (760)586 -8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUXTAPPROVALS DESIGNED BY. DRAWN BY: CHECKED BY ENGINEERINGDIVISIONAPPROVALS CITYOFENCINITAS- DEVELOPMENTSERVICESDEPARTMENT DRAWING NO, R 1 AN RR 2" BRASS DISC TOP OF CURB ON THE EAST SIDE OF VULCAN AVE, 200 FEET NORTH OF E STREET. RECORDED FROM CITY OF ENCINITAS ELEVATTOM 92.004' DATUM. NA VD 88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE : N It 117,11 R.C.E. N0.: 80503 R Y P. RE EXP. 3131121 ENGINEER OF WORK RECOMd 1 E D: STEVE NOV ( EDWARD J. W 1 ' ([ I G� (9 DATE f v 1 1 DATE GRADING PLAN FOR: FAN RESIDENCE ENCINITAS CALIFORNIA APN.258- 171 -13 &258. 171 -14 PLANNING CASE NO: 17 -183 TPM 14209 -G PUBLIC WORKS PLANNING REVIEWER SHEET 8 OF 8 SENIOR ENGINEER VA IE INSPECTOR 101 VA It: 10%ZZIMY r