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2004-9058 G (Plans)LEUCADIA WASTEWATER DISTRICT NOTES SAN DIEGUITO WATER DISTRICT NOTES LEGEND STANDARD SYMBOL 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE HE APPLICANT, PRIVATE 1. REVIEW OF HIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR HE CORRECTION REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR HE EXISTENCE OR NON- RECYCLING RECEPTACLES AROUND THE SITE. SURFACES AND UNIFORM CROSS SECIIONSS, HE SLOPES OF EXCAVATIONS AND PROPERTY BOUNDARY OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. EXISTENCE OF, ANY UNDERGROUND U77LITY, PIPE OR STRUCTURE WITHIN HE LIMITS OF PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF THIS PROJECT LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE EXISTING CONTOUR 2 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME Z ALL EXITING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSINGS, LINE LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL (FORMERLY LEUCADIA COUNTY WATER DISTRICT) LEUCADIA WASTEWATER DISTRICT PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM HE STREET, GUTTER, AND BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. EXISTING ELEVATION - • . -- LWD SEWER STANDARDS AND TO HE REQUIREMENTS OF E STANDARD SPECIFICATIONS PROPOSED U77LITY CROSSINGS WITHIN 10 FEET OR PROPOSED WATER MAINS SHALL BE STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 356 FOR PUBLIC WORKS CONSTRUCTION . IN THE EVENT AND C REGIONAL STANDARD SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER AND CLEAN UP MATERIAL HAT MAY HAVE TRAVELED AWAY FROM CONSIRUC71ON SITE PILED OR 0HERW1SE DISPOSED OF OFF HE SITE BY HE CONTRACTOR SO AS TO LEAVE HE NEW CONTOUR DRAWINGS, MOST CURRENT EDITIONS. IN HE EVENT OF CONFLICT HE LWD SEWER STANDARDS GOVERN. MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM 372.40 UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM HE NEW ELEVATION J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADING NOTES SOILS ENGINEER AND CITY ENGINEER PRIOR TO HE DISPOSAL OF ANY SUCH MATERIAL. BE FOLLOWED AT ALL 71MES WAHOUT EXCEPTION. GRADE ANY EAIS77NG WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, A. GENERAL D. LANDSCAPING DAYLIGHT LINE ETC.) WHICH IS AFFECTED BY HEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET 1. ALL WORK SHALL BE DONE IN ACCORDANCE WRH THESE PLANS, THE STANDARD CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILI7ES DO NOT MEET L ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NH PLANS APPROVED 4. ON CONTRACTOR SHALL HAVE A COPY OF HE SEWER NOTES 2 & J. DOCUMENTS STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S STANDARDS OF HE CITY OF ENCINITAS AND THE SAN DIEGO I AREA OREGIONALOSTANDARD BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING SAWCUT LINE N H ON HE JOB SIZE AT ALL TIMES EXPENSE. ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS DRAWINGS ANY CHANGES Q REVISIONS THEREFROM SHALL BE APPROVED BY HE CITY 2, FINISH GRADING AND PLAN77NG SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO DETAIL 6" SHEET 3 5. HE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 * (DETAIL •� � . . . . THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER 2. THE SOILS REPORT 17TLED GEOTECHNICAL INVESRGA77ON 1616 NEP77JNE AVENUE, ENCINITAS, CALIFORNIA B.M.P. PLANTED AREA WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN SERVICES PREPARED FOR MR. JAY REFOLD. BY TERRACOSTA CONSULTING GROUP, INC. SAN DIEGO CALIFORNIA AND APRIL 15. THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. PROJECT No. 2105 DATED JULY 30, 2002. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. E. EROSION CONTROL CONCRETE HAROSCAPE o 0 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS ALL GRADING SHALL BE DONE IN ACCORDANCE NH THE RECOMMENDA7ONS AND SPECIFICATIONS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAY REFOLD (760 310 -1869) 24 HRS. (PER SPECIAL NOTE.- 13 SHEET 3) 6. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED AND SAN DIEGO GAS AND ELECTRIC VAULTS. CONTAINED IN SAID REPORT. ALSO CONSIDERED AS PART OF THIS GRADING PLAN IS RESPONSE TO THREE SETS OF CUT SHEETS AND SHALL COMPLY NTH LWD STANDARD SPEC COMMENTS OF THIRD PARTY, GEOTECHNICAL REVIEW, 1616 NEPTUNE AVE PREPARED BY TERRACOSTA 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL SURVEY REQUIREMENTS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER CONSULTING DATED MAY 30, 2003. TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON NEW 6" PVC STORM DRAIN PIPE SDR 35 TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERIRNG. 3. APPROVAL OF HIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUC71ON OF TEMPORARY 7 PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS SEPARATE DEVCES W WEN RAIN IS EMINENT. FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS N077CE TO STORMIER POLLUTION CONTROL BMP NOTES RELATIVE TO CONS7RUC7)ON ACIIVIIIES APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WAHOUT THE APPROVAL NEW 12 "X12" CATCH BASIN BY WDS' LWD PRIOR TO CONSTRUCTION. IMPROVEMENT PLANS. OF HE ENGINEERING INSPECTOR. CONCRETE WASHOUT 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SIIE GRADING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER " 8. NO WORK SHALL BE COMMENCED UN71L ALL PERMITS HAVE BEEN OBTAINED FROM 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT NEW 6 DIA ATRIUM GRATE BY NDS' 1]]]1 THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES AREA TO SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED TO THE CONTRACTOR SHALL L I THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR 4" SEWER LATERAL LWD S -17 9. ALL SEWER FACILITIES SHALL DE-WATER INSTALLED tI DRY EXCAVATIONS AND TRENCHES SYSTEM OR ANY RECDONG WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTOR SHALL ED INCL AND MAINTAIN DEWA COMPACTION CTIONUOUSLY UNTIL WASHOUT LOCA710N. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED HE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACK FILL CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO SITE WALL PER ARCH17ECTS PLANS MATERIALS IN A DRY STATE ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS CONSTRUCTION SITE ACCESS 7 HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS (PER SEPARATE PERMIT) SUSPECTED TO BE WET IN HE FUTURE SHALL BE ENCASED" IN GEOIEX77LE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE CONDITION. MATERIAL. SUITABLE CE07EX77LE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA77ONS ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. H!S SHALL INCLUDE USING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE MASONRY WALL 8. PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR INCORPORATED HEREON. BE ALLOWED. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN HE HOURS OF 5:30 P.M. AND 7.•30 CONSTRUCTION VEHICLES A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM HE FACE OF SAND BAGS 9. NO GRADING OPERA7IONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN SLOPE AT THE CONCLUSION OF EACH WORK DAY. 10. APPROVAL OF HIS PLAN BY LWD DOES NOT CONSTITUIE A REPRESENTA7ION A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED FOR HELD ONSITE NH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, 9. ALL REMOVABLE SILT FENCE (PER PLAN ) OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT PROIEC71VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH El El H GRADING CONTRACTOR AND PERM117EE. E PREGRADE MEETING SHALL BE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF HIS MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE, SOILS ENGINEER, WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PROJECT SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. PERCENT (40 7). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL CLEANOUT SDRSD S -3 0 EROSION CONTROL 10. PRIOR TO HAULING DIRT OR CONSIRUC71ON MATERIALS TO ANY PROPOSED it. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES CONSTRUCTION SITE WITHIN HIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE lo. SHOULD GERMINA71ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE REQUIRED BY STATE LAW. ALL U7LITY CROSSINGS SHALL BE POTHOLED PRIOR ESPECIALLY SHALL BE PROTECTED AGAINST APPROVAL FROM THE CITY ENGINEER FOR HE PROPOSED HAUL ROUTE HE DEVELOPER OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, HE SLOPES SHALL BE A. C. PAVING PER PLAN TO TRENCHING. EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS SHALL COMPLY WITH ALL COND17IONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE W7H SECTION 35.023 OF HE EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION WITH REGARDS TO THE HAULING OPERATION. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING K1H ALL LOCAL, STATE, AND AND BONDED FIBER MATRIX. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL CONSERVATION. SEWER SUMP PUMP BY OTHERS SVV FEDERAL SAFETY RECULA71ONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CER77FICA77ON , AND CONFINED SPACE ENTRY. NO EXCAVATION AND GRADING AC7TV/7IES ARE ALLOWED DURING SHALL BE PROVIDED STATING. "THE GRADING UNDER PERMIT NO. 1537 -Gt SOILS ENGINEERS CERTIFICATE WET KEAHER. HAS BEEN PERFORMED IN SUBSTAN71AL CONFORMANCE NH THE APPROVED GRADING PLAN I, WALTER F. CRAMPTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, STORM DRAIN SUMP PUMP BY OTHERS 13. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". HIS STATEMENT SHALL BE FOLLOWED PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY S� ENGINEER IN WRI7INC PRIOR TO CONSTRUCTION. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CER71FIES SUCH GRADING THAT A SAMPLING AND STUDY OF THE SOILS COND17IONS PREVALENT WITHIN THIS SITE WAS �c STORM WATER TREATMENT SWALES AND PLANTED CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING OPERA 710N. MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES JANUARY, ZOO AND AREAS SHALL NOT BE MODIFIED OR REMOVED 14. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. MARCH "' 4714-MY . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED AREAS SA PERMIT FROM HE CITY OF ENCINITAS. �,IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY B. NO7IFICA71ONS FROM HIS STUDY, W!H MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY 1. THE EXIS7ENCE AND LOCATION OF UNDERGROUND U71LITY PIPES AND STRUCTURES SHOWN THE CITY ENGINEER. FURTHERMORE, t HAVE REVIEWED THESE GRADING PLANS AND CER77FY CLIENT : SITE ADDRESS ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED REMOVAL OF THE NATURAL GROUND COVER. ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF THE RECOMMENDA7ONS INCLUDED IN THE SOILS REPORT FOR HIS PROJECT HAVE BEEN BY DISTRICT ENGINEER. DO NOT REMOVE TREES DR SHRUBS UNNECESSARILY- HELP DECREASE EROSION. OUR KNOWLEDGE HERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, INCORPORATED IN AD1NG PLANS AND SPECIFICATIONS. JAY AND DEBRA REFOLD 1616 NEPTUNE AVENUE HOWEVER: 132 EL CAMINO REAL ENCINITAS, CA 92024 15. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO HE SEWER MAIN TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY SIGNED: , PMB 295 A UNLESS 07HERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RCE NO.: 2J702 ENCINITAS, CA 92024 BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE RESPONSIBILITY TO CONTACT THE FOLLOWRNG OWNERS OF SAID UTILITIES OR STRUCTURES EXP. DATE. eZ - s / ®ds UILT 16. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL SOIL. PRIOR TO ANY EXCAVATION, VERIFICA77ON AND LOCATION OF U77LI77ES AND NOIIFICA77ON OF TERRACOSTA CONSULTING GROUP ASSESSORS PARCEL N0. LOCATION BY THE CONTRACTOR. COMMENCEMENT OF WORK: = \\ PLANT PERMANENT VEGETA7ION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING 4455 MURPHY CANYON ROAD AC77W71ES ARE COMPLETE. SEWER (LEUCADIA WASTEWATER DISTRICT) 1- 760 - 753 -0155 SUITE 100 254- 040 -1D 17. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 SAN DIEGO, CA. 92123 -4379 WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO HE WIRE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. WATER (SAN DIEGUITO WATER D1S1R1CT) 1 -760- 633 -2862 858- 573 -6900 LEGAL DESCRIPTION THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUB -GRADE ON -SITE CONSTRUCTION MATERIAL STORAGE PACIFIC BELL 1- 800 - 422 -4133 ENGINEERING JOB No.: 2105 DATED: JULY 30, 2002 A PORTION OF LOT 2, IN THE NORTHEAST QUARTER OF SEOTIDN 5, IN TOWNSHIP 13 SOUTH WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END CABLE N 1- 800 - 422 -4133 RANGE 4 WEST SAN BERNADINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, THEREAFTER HE LATERAL SHALL EXTEND ABOVE GRADE ECTL CONNECTED AND SHALL STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND 2. CONTRACTOR SHALL NOTIFY HE CITY ENGINEERS OFFICE 48 HOURS -PRIOR TO BEGINNING DECLARATION OF RESPONSIBLE CHARGE STATE OF CALIFORNIA, ACCORDING TO U.S GOVERNMENT SURVEY APPROVED APRIL 19, 1881. HEREAFTER BE BURIED AT HE POINT OF CONNECTION. SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY NLL STAY DRY ANY WORK ON HIS PROJECT PHONE: (760) 633 -2770 OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL 1 HEREBY DECLARE THAT ! AM THE ENGINEER OF WORK FOR HIS PROJECT THAT I HAVE 18. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS FUEL STORED ON -SITE J. THE CONTRACTOR SHALL GIVE M 24 HOURS NOTICE FI CALLS FOR INSPECTION. PHONE (760) EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN OWNERS CERTIFICATE 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC110N WILL BE SUBJECT TO 19. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, ELIMINATE OR REDUCE POLLU17ON OF STORMWATER FROM STOCKPILES KEPT ON -SITE REJECTION AND REMOVAL. SEC7ION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERA71ON STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE CONSISTENT WITH CURRENT STANDARDS. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77WTY FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER C. GRADING qN ADVISE ON THE COMPACTION AND STABILITY OF THE S1TE. ALL OTHER U77LI71ES AND UTILITY LATERALS. FLOWS AND STORMORAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA7ONS BY THE CITY OF ( ✓ �� SOIL STABILIZA71ON MEASURES AND PROVIDED NH A TEMPORARY SEDIMENT BARRIER UNDER HIS DIRECTION, HE SHALL INSPECT AND TEST THE EXCAVA17NN PLACEMENT AND ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF / �J4 +20-05 20. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL AROUND THE PERIMETER AT ALL TIMES. COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT MY REDO 'TIES FOR PROJECT DESIGN. C BY THE LWD INSPECTOR PRIOR TO PAVING. SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. DEBRA REFOLD, CO- TRUSTEE OF THE REFOLD FAMILY TRUST DATE TRAINING UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPEC7101VS AND TESTS BY DATE ZI 21. LWD ACKNOWLEDGES THAT A PRIVATE SEWER LIFT STATION WILL BE REQUIRED FOR CONTRACTORS' EMPLOYEES WHO PERFORM C0NS7RUC7ION IN THE CITY OF ENCINITAS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS RANDY R. BROWI RCE 36190 - -� -z0 EACH OF HE TWO DWELLINGS PROPOSED DN THIS SET OF DRAWINGS. THE OWNER SHALL BE TRAINED TO BE FAMILIAR NH THE CITY OF ENCINITAS STORMW47ER AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING EXPIRES 6130108 CO- TRUSTEE OF THE REFOLD FAMILY TRUST DATE SHALL BE RESPONSIBLE FOR MEE7ING ALL BUILDING, PLUMBING, AND ELECTRICAL CODES POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR AND CITY OF ENCINITAS REQUIREMENTS FOR THE LIFT STA710N. EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR INTENDED USE ENVIRONMENTAL REVIEW N07ES STAWrAIT Qf EN41AIC Pf Of NdITH MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND HEIR OWN 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE la. EARTHWORK QUANTITIES (ENTIRE SITE) 16. EARTHWORK QUANTITIES (UNDER FOOTPRINT) THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL 22 ALL DESIGN MATERIALS, AND CONSTRUC170N WORK SHALL CONFORM TO HE LWD RESPONSIBILITIES CUT - 2010 C Y. PARCEL 1 PARCEL 2 SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICA1ONS POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER COMPLY NH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARDS WASTE MANAGEMENT AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON 774E FILL - 20 C. Y. CUT- 670 C.Y. CUT - 590 C.Y. f SITE AND OR PROFESSION. HE ENGINEER FURTHER AGREES HAT THE WORK PERFORMED HEREIN SHALL BE DRAWINGS, MOST CURRENT EDlSTIONS IN HE EVENT OF CONFLICT WRH CUT - 130 C.Y. (TEMP SLOPE OFFSI7E) FILL - 0 C .Y. FILL - 0 C .Y. REGARDS SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL IN ACCORDANCE WITH HE RULES AND REGULAAONS REQUIRED BY THE CITY OF ENCINITAS THE TO SEWER, THE LWD SEWER STANDARDS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN EXPORT - 2120 C. Y. ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN UNUSED CONSIRUC770N MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON H OVER EXCAVA71 E INSTALLED. ON PARCEL 1 QUANTITY REMOVE & RECOMPACT - 275 C. Y. ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A OVER EXCAVA71 - S.fREEr GROUND, WHERE WATER CAN CARRY HEM INTO HE CONVEYANCE SYSTEM IS STRICTLY ON PARCEL 2 QUANTITY REMOVE & RfCOMPACT 125 C. Y. DETERMINATION BY HE CITY OF ENCINITAS OF THE 1ECIiNICAI SUFFICIENCY OR ADEQUACY OF THE PROHIBITED. J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR GRAND NEW ^ ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND 2. STEEPEST EXIS71NG SLOPE WHERE HE PROPOSED GRADING IS TO OCCUR IS 40% THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY c� c I i NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO OBJEC7IONABLE MATERIAL SHALL BE REMOVED BY HE CONTRACTOR FROM THE SURFACE AND MOLD NARMLE69 riv 6lTyUFENCINITAS AND !7S OFf/CERS, AGENTS, ANDEMP ayfeS' ° D T STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED J. MAXIMUM VERTICAL DEPTH OF CUT IS 14.4 FEET. fROMPROPf�iTYDAMAG�0MO /LY /NJU/3 0191 NGSOLELYFi- OMTHENt`41 /GeNTACTS, ti N TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH MAXIMUM VERTICAL DEPTH OF FILL IS 0.7 FEET. ,, E/4ROR6 , 014 OM /SS /ONB Of TNr` ENGINEDf( qND f/!S/HE/4 AGENTS Off EMPLOyDC3 AGT /TUG z -' z TO DIVERT HE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY -'` 1✓ v ? a OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S a „fit, '" NITMAl [l1er 0Ul45e 4A10 S60Pe DFSUCH 44eNeV dND ENIPLOYMeNTAAf7dOfflS /N6 O[ITdF c> FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPS7ERS WITHOUT 4. VOLUME OF CUT 54270 FT3 v _ RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE @�� age • �� $�, THe X09K PeilfoffMeD OY THe LNG1MCtR. z Z LIDS SHALL BE PLACED WITHIN STRUCTURES NH IMPERVIOUS ROOFING OR COVERED AREA OF CUT 11893 FT2 = 4.6 FEET AVERAGE DEPTH OF CUT SITE n < WITH TARPS IN ORDER TO AVOID RAIN CONTACT WIH ANY TRASH MATERIAL. W1H SPECIFICATIONS. VOLUME OF FILL 540 FT3 lL AREA OF FILL 1115 FT2 = 0.5 FEET AVERAGE DEPTH OF FILL Iva. 36190 STREET MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS, L VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED L AVOCADO VEGETA77ON CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO LEUCADIA WASTEWATER DISTRICT ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PUBLIC WORKS DEPT °c Exp.06/30106 AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR APPROVED BY LWD DISTRICT ENGINEER: REVIEWED BY. REVIEWED BY.rorL .wae �w.,c rw pQ�fiS >7Nd HfCt7fATION l7�f'4/9TMEN% H07LINE TOLL j INFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL HAZARDOUS WASTE tJj Nil- qR VICINITY MAP ORDER DUMPSTERES CALL EDCO AT (760) 406141ORMATtON ON LANDFILLS AND TO � ��� 3/�/� Z o �CLA1, N.TS STEVE DEERING DUDE ASSOCIATES DATE SIGNATURE DA 9 05 ATUR D �/5 ,way ui�E pgTE /oS `, .�J c, R.C.E. 26514, EXP. 03 31 06 SIGNATURE EXPIRES 2 YEARS DATE SIGN 14MTIM 4T REVISIONS APPROVED DAZE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY BENCHMARK SCALE 1 PLANNING & BUILDING DEPT. GAC ND RRB APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO f A CONST C HANC�6 Im Oj PLANS PREPARED UNDER SUPERVISION OF GRADING Bc EROSION CONTROL PLAN FOR: ADD NSW SHEET ZA - SHMR ®STA 3 +50 ®INlERSECIION AVOCADO SL HORIZONAL 1 " =i0' DATE zl RECOMMENDED APPROVED REFOLD RESIDENCE PARCEL 1 &PARCEL 2 AND NEPTUNE AVENUE. PER TERRCOSTA CONSULTING ��/j� GROUP TOPOGRAPHIC SURVEY DATED 4119103 (/ -� 9058-G AS f3UTLTS • 9. -2 -o'I RCENa. 3s1so BY: er: - 1616 NEPTUNE AVENUE VERTICAL N/A Zg.Os RANDY R BRO& IJ DATE : DATE : 7 0 A•P.N.: 254 - 040 -10 ELEVATION: 74.39 DATUM: USC &G.S SIGNATURE DA 7E ENGINEER OF WORK EXP. 6130106 R.C.E. JOB NO. 01 -075 DATE : 12121104 REV. 3 121105 DR CDP TPM 01 -171 SHEET 1 OF 8 Z OC W 'O Z W Z $ 0g M NjQ WZ W Q ?,_ 2r 3 ZZ�Q 8NV N r JA�f>y t) � ' !fit o,f \ N11�80/ "E'p01/ c- cm> Z 1l �J No �Ap' \ N� 18'p6 E PARCEL C-) \ O o � •� "E 191.26 806 rill 1 WONI T SCALE. 1`--20' , STORM DRAIN SUMP OUTLET TABLE (PRESSURE) LINE DESCRIPTION LENGTH COMMENTS { 2 -3" PVC SCH 80 PRESSURE FLOW PUMP OUTLET 69.5' NORTH UNIT 6" WIDE TRAFFIC RATED TRENCH GRATE DRAIN ® 20% 2 -3" PVC SCH 80 PRESSURE 71.0' 6' c FLOW PUMP OUTLET 5.5' Q3 1 6" PVC ® 1.0% (SDR 35) SOUTH UNIT ® 6" PVC ® 29.7% O 2 -3" PVC SCH 80 PRESSURE 3.5' 6' PVC ® 1.0% FLOW PUMP OUTLET 6.5' ® \ It STORM DRAIN DATA % L 2 'k k i { 2" PVC SCHEDULE 80 PRESSURE LENGTH } 6" WIDE TRAFFIC RATED TRENCH GRATE DRAIN ® 20% 33.0' 0 6' c ,_. kk }t) Ilk L0, R � R _ = / # VIA , t ' ASE PEA D , ik \ ARCED \ ; 40 5pr'` D4G OPEN E R' ` \ \ , ?}J j 111 3 F ?. ? }i \ ' aR > , OD ID t \ .....: ..� z REGORD # ' z �# \L i N � � } ? a= � 4' a O 74 O� \ T Mt ; H \1 CE `, is IO A N tENANa ppo \ AGCE RpEO SEWER SUMP OUTLET TABLE (PRESSURE) STORM DRAIN DATA TABLE SOUTH UNIT LINE COMMENTS DESCRIPTION 2" PVC SCHEDULE 80 PRESSURE LENGTH Qj 6" WIDE TRAFFIC RATED TRENCH GRATE DRAIN ® 20% 33.0' 0 6' PVC 0 1.0% (SDR 35) 5.5' Q3 1 6" PVC ® 1.0% (SDR 35) 75' ® 6" PVC ® 29.7% (SDR 35) 12.5' O 6' PVC ® 1.0% (SDR 35) 6.5' ® 6" PVC 0 1.0% (SDR 35) 1.0' Q 6" PVC 0 61.8% (SDR 35) 12.5' ® 6' PVC ® 1.0% (SDR 35 ) 170' Q 6" PVC ® 1.07 (SDR 35) 6.0' ® 6" PVC 0 65.57. (SDR 35) 17.0' 11 6" PVC ® 123:0% (SDR 35) 5.0' 1© 6" PVC 0 1.0% (SDR 35) 55', SEWER SUMP OUTLET TABLE (PRESSURE) STORM DRAIN DATA TABLE SOUTH UNIT LINE COMMENTS DESCRIPTION 2" PVC SCHEDULE 80 PRESSURE LENGTH 1© 6" PVC ® 1.07. (SDR 35) 6.5' ® 6" PVC M 1.0% (SDR 35) 11.0' 1® 6' PVC ® 1.0% (SDR 35) 9.5' © 6" PVC 0 1.0% (SDR 35) 2.5' © 6" PVC M 1.0% (SDR 35) 6.5' ® 6" PVC 0 1.0% (SDR 35) 10.0' 9 6" PVC M 1.0% (SDR 35) 7.5' ® 6" PVC ® 48.6% SDR 35 4.5' © 6" PVC ® 1.0% SDR 35 11.0' ® 6" PVC ® 1.0% (SDR 35 ) 14.0' © 6" PVC 0 24.6% (SDR 35) 15.0' SEWER SUMP OUTLET TABLE (PRESSURE) LINE DESCRIPTION LENGTH COMMENTS Q 2" PVC SCHEDULE 80 PRESSURE 81.0' NORTH UNIT Qj FLOW PUMP OUTLET 38.0' Q 0 2" PVC SCHEDULE 80 PRESSURE 84.0' SOUTH UNIT Q3 FLOW PUMP OUTLET PVC 0 1.07 (SDR 35) ' 4 °b1025g 2� RIM � 4 EAAT CW C B SG NAA� NIG G 5 N gA� p SMORA 15E 0CA pNESR ) • p REUSE EXI EP PROpER1 0 SpEGIAE \ \ \ 13 0 IV COCA P SEWER RO C.O. Up REFER NOTE: NO WORK IS PROPOSED ON ADJACENT PROPERTY �,APN.• 254-040-09. \ �' \, I GtOR 8 VG RAZE CONTRACTOR TO MAINTAIN GRADING OPERATIdNS ONITE DURING \ 1i CON C IO e tRA RON TO INSIA IRAffI COIVSTRUC77ON OF SITE RETAINING AND SHONNG. s CONNIER GIOR G 1\, . f, C N W 3 1 CW 1 ` 2' . � 0 A D 1 � ERIE 0 J 71 J 1PINI WACC 10 VG 5 i\ ` -° NO WER MAIN } 6 tERAC R CA�RAC E 1. 1 y \ RCA SEWS J /f EN R So W 665 16 96 9 8 \ W " fORCEp �L W A PVG 13. WACt PIEW 115 B/ \ \ _, , ENO 2 GRAN ^B" SHEEAIN r�f REIAINI GGWACC 10' VC h �? 12.36 \ L� gEGIN 1 pEtAIC 110 OR gEGIN SHIN 5 & 6. , j p1 ': - C ? IE 62 0 pRAINAS �p OU IICECEI IO x rMPSNEEIS 66.5 \ �i G WACC pRAiN t0EEI 3' ` r pER W. 665 16 3N L� ININ M A TOR IW 5 AR W \ 12 L� SEE REI STOR ARE PR NotE 15 JUSt 10 ki- SEO PNIC 1 P 11. y B HP A A' E C ` t" fQf B ifl 0 IE OR 18. \ pl / AREA PSEE CIpARCE ENV- t0 � G FINE BY �- -•`° � ,�. � Mp 3 � ..,•f ; . \. ,. 12• � >, ` � `ti gM�R NDS� SP R C 1 GE °. , . � � � •' }:BCUff I B�� E 04• AS pCNNICA�,� •° \ \ ;_� RY gW y4.� 665�.6 • • . j.q0 6� 6 ` ` � S - ✓� �✓ NEP.NNE A pfER MES ANOAR� RE ME1ER •,�.. q0 PROS & t1�15% S GEOtE ¶NG• _ & 8; MppRA \ IW 69 RY gW IG 6 0 \: PI 69 1181 N Nom_ SO V O Of ENGINI8 1)1 -4 MEE I #SHEET 5 62. CI WACC` 9E ,,. ;. _ °; 1EMPORA :w' '65.28 o IE 6 '' z g'VG 68 EVC j CZ �\ EXI ppE pEIRER 3�A" A 9 SUR; =I I t ER � ER �. IPN P pRING .,- •--''' � �� , pUA SOWO P R MAIN NUE I 90 \ >i � TEMPORARY 6� / P ,tW 61' 06 4 � \ Hp 12'6 \ _. \ \' ,� ` c' C SEW 1U E A � StREE . 1E - EGIN EIS£ \ \ W 6 11' 6142 2 IG 61 618 u1 -' 32 R G g" V NEP OGAD \ �'` E P N } a.g SNE y36 \B "' 200. I IE ' IE 6530 tG 613AC / r a/� fr \.`_ BVC 2 \ _ X31 EXIS¶ �Wp PCVEW 10 AV SE PER 55 gW _ = 7806 E.- 7 °, s IE ``° 4 2\ g PER GRANO �R S 11NG c# 6 j1 k D EXS R 1W J� N_ .:,... Y�12i o `, 13 F l \ AN N ¶AC WA IO WAIF % PORAK' 6 GR� g.0 �, IN° ._/ 5150 x< A }IE 55' IE � r -y`A- GK ABO IyT3 pE \ 4 $ , A 1 'kI 1 [. a. . . 'k \� �.'. 5 1 5 1 \t IE jug ' \ IG 51500 °° y� �tE�.0 11 IE 55.5 5. �, •... 1 - 0 5. . � + 5 ,r . E 5 l• ` 1 t �o Ilk ' 1Og 1.1 v \ 8 R� i c 5 1 E �£ �N PROAGGi•G 5515 Ul- ? r hk 3 { ? s` y.'0 " N \_y '\ it v14 & #g0 s DA R \ g \ \ pSl ( } I\ \`A TOR E ROW HS :, £'a { 30> °I 5 E11Gj29 REEDcoNNE NStACC 3IARp 8. 1.= 2• 9> totER pl 6 ,814_ ' NSIACC N PRONOAIN ANO SIAND > VC I 2 M t" , 6 \ p CEC TER R SD OFy #.. G Sa 5 6' r ' 43 ARACp WAMEIV- pER PER GI�ARD 0� � °h' ` ,� __ 2 :'\ PI l3. 8 1� v 12 \ . 98 & EN REp OF . : \' `` }x Np 263 12w, • E tR NGH ¶ON 6 131 pRO��tAS ESP ¶SFAC 61.8 x�_ a � . , ,1W 68,8 � \,EVC 0% .; t gM IC g\ w -N� -T' ENCIN •ME IN v ` BW 538 RA 1 �, W 131 �1l 1 pN ��ER DEt >,�` � ANO t0 INEER' P WRIER MA Il. B \ 25p A•20 1 \ G 7250 1 1 ANSIIS¶NG P art; CIT1 EN G 8" p.C• R pEIA t p o \ P r. 1E j3•A3 EX 3 \ T IS�NG Mp PE MTM� n ? , � �\ EX SWAGE BMOpiFiED. , N =- t '\ 1 65 g 1% 2 EC \ I A ED BE o IV E Q A 618 8.80 BW 7 8 13.1 GR EEt 3 NOM ME tERAC R CRIER t \ o o IG 6 FC 10.2 W 13. SH RMIt FR EWER CA VC SEWS ,�-� ` GPI '� '; IE \ •__ , '---�- ' � 4 = 9 _ PE EO S 4 P AC 8 C A F F C � CEO. ACA • \ ,3. g0 ENO IN ORAN ¶NG SE AVE• N . ItEt t £ RSD o 1 2 13. �. 12.16 BEG g8 p A2 EXIS NNE UNE AR�H PE . SD \ 65 gO 4 �0 65 _�. ° \gVC �><"_ IE 63' IN t 6 REUSE IN NEP RAPER WpIC 61• 61 \. _ \ 12 '_ R MA AND MAIN @ P GRAPHIC SCALE MNI`8 A 66 52 _ Sep �3 3. A%a ; , , \ t \ IE SEW 10 COCVG SEW NpARO tEp LID 6q 3. O \ IE .,p 18 84% + 3� ; 16 3 5, 1 1RAGIOR t0 8 ACC SIA FFIC RA L; Al B 13 ) 13 \ .. CON pON INSI IRA 541 � % .,� � tG p ,'(W 0' S' 10' 15' 20' 30' :1E I� \ 11.81 •:; 3 5 NN CIOR g Y� 5 6 61.9 � /�Sp�\° rG g9•`P�� -s'\ IE p 1311 VG 22•.. .72 DWO S� y8 VG 1 �; E P .13 0\ A 62E 61 "6950 0 IE 66• \ B VC 12 61 12 PER CWO 4 C4� 66.50 �� \, SEWER LATERAL TABLE y`; 69 1 2• S 165•`16 �C 10.6\ a° \ 1180 \ = NG WAS LAIC REtA1N1 pER OE BE RSp X SO Et 3. 6 N.-• 0 7 \ ,. t E • � Rp y8• fi5 51 65.31 ` IE > >' p#�0 , 22 \, o PI k \t °�, \ 73b8 \ ; . f1 SN N UNE PARCEL STORM DRAIN DATA TABLE NORTH UNIT DROP LINE DEPTH DESCRIPTION 0 MAIN LENGTH Qj 6" WIDE TRAFFIC RATED TRENCH GRATE DRAIN M 2.0% 38.0' Q 6" PVC M 1.0% (SDR 35) 2.0' Q3 6" PVC 0 1.07 (SDR 35) 4.0' ® 6" PVC 0 2.9% (SDR 35) 21.5' O 6" PVC ® 57.5% (SDR 35) 20.0' © 6" PVC M 1.0% (SDR 35) 14.5' Q7 6" PVC M 1.0% (SDR 35) 10.0' ® 6" PVC M 1.0% SDR 35 20' Q9 6" PVC M 29.7% (SDR 35) 13.0' ® 6" PVC @ 1.6% (SDR 35) 17.0' it 6" PVC @ 1.0% (SDR 35) 21.5' © 6" PVC ® 54.4% (SDR 35) 5.0' © 6" PVC ® 1.0% (SDR 35) 8.0' 1 6" PVC ® 1.0% (SDR 35) 14.0' 1 6" PVC M 1.0% (SDR 35) 19.0' ® 6" PVC ® 2.27% (SDR 35) 14.5' 6" PVC ® 1.0% SDR 35 5.5' ® 6" PVC M 1.0% (SDR 35) 10.0' ® 6" PVC ® 1.0% (SDR 35) 7.0' ® 6" PVC @ 60.2% (SDR 35) 5.5' © 6" PVC @ 1.0% (SDR 35) 10.0' t" , 6 \ p CEC TER R SD OFy #.. G Sa 5 6' r ' 43 ARACp WAMEIV- pER PER GI�ARD 0� � °h' ` ,� __ 2 :'\ PI l3. 8 1� v 12 \ . 98 & EN REp OF . : \' `` }x Np 263 12w, • E tR NGH ¶ON 6 131 pRO��tAS ESP ¶SFAC 61.8 x�_ a � . , ,1W 68,8 � \,EVC 0% .; t gM IC g\ w -N� -T' ENCIN •ME IN v ` BW 538 RA 1 �, W 131 �1l 1 pN ��ER DEt >,�` � ANO t0 INEER' P WRIER MA Il. B \ 25p A•20 1 \ G 7250 1 1 ANSIIS¶NG P art; CIT1 EN G 8" p.C• R pEIA t p o \ P r. 1E j3•A3 EX 3 \ T IS�NG Mp PE MTM� n ? , � �\ EX SWAGE BMOpiFiED. , N =- t '\ 1 65 g 1% 2 EC \ I A ED BE o IV E Q A 618 8.80 BW 7 8 13.1 GR EEt 3 NOM ME tERAC R CRIER t \ o o IG 6 FC 10.2 W 13. SH RMIt FR EWER CA VC SEWS ,�-� ` GPI '� '; IE \ •__ , '---�- ' � 4 = 9 _ PE EO S 4 P AC 8 C A F F C � CEO. ACA • \ ,3. g0 ENO IN ORAN ¶NG SE AVE• N . ItEt t £ RSD o 1 2 13. �. 12.16 BEG g8 p A2 EXIS NNE UNE AR�H PE . SD \ 65 gO 4 �0 65 _�. ° \gVC �><"_ IE 63' IN t 6 REUSE IN NEP RAPER WpIC 61• 61 \. _ \ 12 '_ R MA AND MAIN @ P GRAPHIC SCALE MNI`8 A 66 52 _ Sep �3 3. A%a ; , , \ t \ IE SEW 10 COCVG SEW NpARO tEp LID 6q 3. O \ IE .,p 18 84% + 3� ; 16 3 5, 1 1RAGIOR t0 8 ACC SIA FFIC RA L; Al B 13 ) 13 \ .. CON pON INSI IRA 541 � % .,� � tG p ,'(W 0' S' 10' 15' 20' 30' :1E I� \ 11.81 •:; 3 5 NN CIOR g Y� 5 6 61.9 � /�Sp�\° rG g9•`P�� -s'\ IE p 1311 VG 22•.. .72 DWO S� y8 VG 1 �; E P .13 0\ A 62E 61 "6950 0 IE 66• \ B VC 12 61 12 PER CWO 4 C4� 66.50 �� \, SEWER LATERAL TABLE y`; 69 1 2• S 165•`16 �C 10.6\ a° \ 1180 \ = NG WAS LAIC REtA1N1 pER OE BE RSp X SO Et 3. 6 N.-• 0 7 \ ,. t E • � Rp y8• fi5 51 65.31 ` IE > >' p#�0 , 22 \, o PI k \t °�, \ 73b8 \ ; . f1 SN N UNE PARCEL INVERT ELEVA7ON LENGTH f MAIN DROP SLOPE DEPTH ir 0 MAIN TO P.L. MINUS 2 FT. TO MAIN $ ® P.L. 1 60.17' 19.0' 1.84' 9.7% 120' 2 60.42' 19.0' J.56' 18.7% 8.9' \ PING WA3 IE` y. GRAM /RAC . \ 65 .., 61 \ \16- ,:: A f CLEANOUTS REQUIRED M EVERY BEND IN THE LATERAL AND ®PROPERTY LINE. t / 4 E 6 R i � 2 � -1 3• . ## SO p Y1E� I � 0 P � \ A S R E ,� V ••, � - °'� A PRIVATE EWER AGREEMENT HAS BEEN SIGNED ON 2111105, AS DOCUMENT PER S BW 1• X62 » PVC S 1/ X61 \ B \ ..': i•3 1 \tW 643 1 ? ' 0% s 20. 0�` . 13.55 't '¢ \ _`: <" NO. 05- 0178988. { 1 = { ; 69505 4 1 1 � I 8. 9• ," �'( lI 6p } ,y �/ s't S' A� �}.<r o O ".• R gW 'x s£ 3z } ? i`i 20 "N S 3 £ W ENO SOR50 i 5$ s;s ? / ' \YIj AU 1 %. E1� ,fig O ' � sy s• � N W 67• ,-� R gW PIEWR KING WA 1 15'2 p.1 ``5 ' 1 tWW 64.1 PER SOBS BW p2 p38 60.6A O ltv_l ki 4.9 A � `.�•�„�v'• �.8� �-' _'''� �` SEA \ .• -°F"'° � � `�. <_, � - RIM � I P \0 NO7E: PROVIDE STABILIZED CONSTRUC710N ENTRANCE A,0 / i \ PER CALTRANS STORM WATER QUALITY HANDBOOK ' IE 678`1 = 1p =y5 8 I / i RMANENIPNp \ >_ ' ' DETAIL TC -1. INSTALL FROM EDGE OF PAVEMENT 1 tW ' BW 1 ' . N PE ACC sop • ; : / N I BENINGWACC &. 6 TEMP R StABC� p TOR `. °' RIGHT-OF- NEPTUNE AVENUE TO 20' WEST WAY LINE t ' :1 RY r: ° StiORiNHEEiS 5 A 0 OFF SITE 10 gE :PONS BE Nt RA R S W 6 1. OF pS ECE R IO PLAN °' PEMAW I I�M� -, PIEW 10 0 ARY BW 5 CIMIJACE 1RUG ¶0 PROS OGRPOING 21)' _ \ ., \ Yy4 7,� ,- IN• } \ \ E tp1NING C� MpOR AO E CON ING AP pVE4,0IO" R IN WA 5 6. IE £' `�� O A NAL GR p PER ApRtPI ( G11I GWE t . i \ ' RP ON C \ S S�tS 6 p 10 IRU pROPE ME f ?ta APB ER BW 8 p - DONS ON OE` ENI F ; OG 1 BY { \ P \ 0 '` r ACE G>1 SEM ' P pENEC \ tWORA BW E0 �tIAN s R �tE pJAN�At \ ,. 10 � C tG }; CI I OAR PLAN TYP J oaOPOSE 0 ;Y1� 4 '' GRACE tECIS rJ i \ r£ .s:: PRA S l #' MP & 6 1 SEE LETTER OF PERMISSION TO GRADE ON ADJACENT PROPERTY E 5 DATED 2/14/05. 1/14/05 x \ A W ; R I £ k 5 ,. _ { ' ? ? ` ' ` { : ; NO GRADING PERMITTED WITHIN THE 40' COASTAL BLUFF SETBACK. lip :° r m .36190 _n i= .; \ y"s • R / /3,��/I 179 .,�,...,... .ter" •.= 1:, T i REVISIONS APPROVED DATE REFERENCES DAIE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKERBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DWRV A�W /NG N0. GONS'T -C HANcig lilmol PLANS PREPARED UNDER SUPERVISION OF GRADING AND EROSION CONTROL PLAN FOR: V OT- p 015 5mceT SHMR 0 STA 3 +50 0 INIERSEC110N AVOCADO ST RECOMMENDED APPROVED AND NEPTUNE AVENUE. PER IERRCOSTA CONSULTING HORIZONTAL 1 " -10' DATE z REFOLD RESIDENCE PARCEL 1 & PARCEL 2 9058 -G ADD NEW S H -ET T 2 A• GROUP TOPOGRAPHIC SURVEY DATED 4/19/03. x ,G} S ]3 UI LTS I -27.01 VERTICAL N/A v RCE No. 36190 BY : DATE BY: 1616 NEPTUNE AVENUE Q RANDY R. BROWN F4� 0.� DA1E : /sir A.P.N. : 254 - 040 -10 VOID TA/15 SHEET ELEVATION: 74.39 DATUM: US.0 &GS SIGNATURE DANE ENGINEER OF WORK EXP. 6130106 R.C.E. JOB NO. 01 -075 DATE : 12121104 REVISED: 4125105 DR,CDP, TPY 01 -171 SHEET t OF 8 d cn 0 z ir W $ z LL z W z B - 0 cgsg it N A w 06 ,TRWN¢ W; zzd Nz'w8 � w�= z Zz�zm Q O /� 08NUF 0ZO Z�s yJW C �1 ��l Z N r N111B�E /p0�' o G Z °o �0, 851 � �- Z G r e ltl,U-Y o nN N Y N1'gp6 "E PARCEL n, O o ! "E 191.26 cm �\° i �6p6.r \�� �l�f VICINITY MAP SCALE 1'=20 \ STORM DRAIN SUMP OUTLET TABLE (PRESSURE) LINE DESCRIPTION LENGTH COMMENTS DESCRIPTION 2 -3" PVC SCH 80 PRESSURE FLOW PUMP OUTLET 69.5' NORTH UNIT 6" WIDE TRAFFIC RATED TRENCH GRATE DRAIN 0 20% 2 -3" PVC SCH 80 PRESSURE 71.0' 6" PVC 0 1.0% FLOW PUMP OUTLET 5.5' 03 6' PVC 0 1.0% (SDR 35) SOUTH UNIT ® 6' PVC 0 29.7% (SDR 35) 2 -3" PVC SCH 80 PRESSURE 3.5' 6" PVC 0 1.0% FLOW PUMP OUTLET 6.5' © 1 ` A ° \ x 9 j .. x9. 4 x63 REVISIONS ✓ST. CHANGE NC -W SHEET I LTS BEACk4 x x8.3 RECIPE ` ANTED 10 B A EE x�9,3MAIN1ENpN ,00 OF ACCESS Pp 426 C RECOROE APPROVED I DATE I REFERENCES kk \ i1 DATE gp Tp 'OGRAPNOICgY l t,'� qp' I.UFF & BRp`M'1>%p4 p� NG?E- i x a S SD ;R� 0A c ENCINItAS Gp4 MEETING j P E 'S�n" Clt 1 PER 8I11I WAIy PER SH0 \ CONSULTANT TEMPORARY SHORING .,3gEGiN EETS6 \ \ PER S5 5 BW 53 i, .0 � r ,x 57 7A DENSr x579 > PER TIE 51.50 55'S y, 57, k \15i49 r51 ' 4 % ` J 1180 m t \ 40 { t i G 51.75 5 55.1 69002 � i i_.I 8.1 l Y m. %� lS REF t F \ ,yORAR� ERD USE ONE RAW Y• p y.. N A 6W 54.v- 1EM �6RY k, , �H 68 15 B 53 20 011' r \ ` C� ' Ilk 1 \ AA 1. " C � t , 351 off i0 &6n1, SEWER SUMP OUTLET TABLE (PRESSURE) STORM DRAIN DATA TABLE SOUTH UNIT LINE COMMENTS DESCRIPTION 2" PVC SCHEDULE 80 PRESSURE LENGTH Oj 6" WIDE TRAFFIC RATED TRENCH GRATE DRAIN 0 20% 310' 1.0% 6" PVC 0 1.0% (SDR 35) 5.5' 03 6' PVC 0 1.0% (SDR 35) 7.5' ® 6' PVC 0 29.7% (SDR 35) 12.5' O 6" PVC 0 1.0% (SDR 35) 6.5' © 6' PVC 0 1.0% (SDR 35) 1.0' Q7 6" PVC 0 61.8% (SDR 35) 12.5' ® 6" PVC 0 1.0% (SDR 35) 17.0' Q 6" PVC 0 1.0% (SDR 35) 6.0' ® 6" PVC 0 65.5% (SDR 35) 17.0' 1© 6" PVC 0 123.0% (SDR 35) 5.0' © 6" PVC 0 1.0% (SDR 35) 5.5' gp Tp 'OGRAPNOICgY l t,'� qp' I.UFF & BRp`M'1>%p4 p� NG?E- i x a S SD ;R� 0A c ENCINItAS Gp4 MEETING j P E 'S�n" Clt 1 PER 8I11I WAIy PER SH0 \ CONSULTANT TEMPORARY SHORING .,3gEGiN EETS6 \ \ PER S5 5 BW 53 i, .0 � r ,x 57 7A DENSr x579 > PER TIE 51.50 55'S y, 57, k \15i49 r51 ' 4 % ` J 1180 m t \ 40 { t i G 51.75 5 55.1 69002 � i i_.I 8.1 l Y m. %� lS REF t F \ ,yORAR� ERD USE ONE RAW Y• p y.. N A 6W 54.v- 1EM �6RY k, , �H 68 15 B 53 20 011' r \ ` C� ' Ilk 1 \ AA 1. " C � t , 351 off i0 &6n1, SEWER SUMP OUTLET TABLE (PRESSURE) STORM DRAIN DATA TABLE SOUTH UNIT LINE COMMENTS DESCRIPTION 2" PVC SCHEDULE 80 PRESSURE LENGTH © 6' PVC 0 1.0% (SDR 35) 6.5' ® 6' PVC 0 1.0% (SDR 35) 11.0' 0 6" PVC 0 1.0% (SDR 35) 9.5' 1a 6" PVC 0 1.0% (SDR 35) 2.5' © 6" PVC 0 1.0% (SDR 35) 6.5' ® 6" PVC 0 1.0% (SDR 35) 10.0' ® 6' PVC 0 1.0% (SDR 35) 7.5' ® 6" PVC 0 48.6% SDR 35 4.5' © 6" PVC 0 1.0% SDR 35 11.0' 0 6" PVC 0 1.07 (SDR 35) 14.0' © 6" PVC 0 24.6% (SDR 35) 15.0' gp Tp 'OGRAPNOICgY l t,'� qp' I.UFF & BRp`M'1>%p4 p� NG?E- i x a S SD ;R� 0A c ENCINItAS Gp4 MEETING j P E 'S�n" Clt 1 PER 8I11I WAIy PER SH0 \ CONSULTANT TEMPORARY SHORING .,3gEGiN EETS6 \ \ PER S5 5 BW 53 i, .0 � r ,x 57 7A DENSr x579 > PER TIE 51.50 55'S y, 57, k \15i49 r51 ' 4 % ` J 1180 m t \ 40 { t i G 51.75 5 55.1 69002 � i i_.I 8.1 l Y m. %� lS REF t F \ ,yORAR� ERD USE ONE RAW Y• p y.. N A 6W 54.v- 1EM �6RY k, , �H 68 15 B 53 20 011' r \ ` C� ' Ilk 1 \ AA 1. " C � t , 351 off i0 &6n1, SEWER SUMP OUTLET TABLE (PRESSURE) LINE DESCRIPTION LENGTH COMMENTS Q 2" PVC SCHEDULE 80 PRESSURE 81.0' NORTH UNIT LENGTH FLOW PUMP OUTLET 6" WIDE TRAFFIC RATED TRENCH GRATE DR41N 0 20% 1 © 2" PVC SCHEDULE 80 PRESSURE 84.0' SOUTH UNIT (SDR 35) FLOW PUMP OUTLET 2.0' Q3 SM \ �r,�L i�\ � L NOTE.' NO WORK IS PROPOSED ON ADJACENT PROPERTY APN.• 254- 040 -09. ` } CONTRACTOR TO MAINTAIN GRADING OPERA77ONS ONSITE DURING CONSTRUCTION OF SITE RETAINING AND SHORING. 12 0-9 ( /� J ING WALL �� 10' VC 1 J iAIN , r� j!f END RS RSD C 66.5 6' 1185 PTEWR 115 BW 16.9 NG 1 ING WAEE fD�� VE BEGN RE ORING WA 6. 10' VC 4.1 1R0 NR � \ SH & VC PER 11H5E B 5 gW 665 B 12 ORARY _ - HP 12 DER spgS)u W b7�00y TW 64 3uPSIlsP"' AS Or "'LAICAL 000 E¶!��O o} I G X69 9 F 2 ?AD 61.0 0/ 0 oY o, J x 7, �. x- \' 0360 02: 9 2 \ WAR SERStINO RESIO NN£c ¶ON L3/4 " PA 2p. `INSTAL-NZ QRO D dN AIWA NOD PARGCP WA?ERiER PER MPDDRNAE ROwvC OD BpSINSi L PE A L R 6& 1° FlRE z� CGN RETAIWN�I5ALL REUSE EX� NEpTUNOPER� USpECiAE \ BE 130 B iE pN0 R MAIN M0 ®PR FER TD �pCtOR �00 LO MCP S Sv pNDARD � UD RE r GON NEC ¶0N iOgINS �p�IC RA 2 3 \ CON ACTOR o 1 _ C CON Np DWp t 3. \ \ PE0 g SHEE IN t 6011 \ NE SEAR MA R LAIR SEAR LA�RAL F0 utTY FEOW PVC T 3 " "SHEE 12.36 \ �� gEGW ORA pEtAIE B TO DRAIN L IE 62' DRAINpG �p VU i t0 101 �✓ tij WA IN SU pU¶ T 3• \ �� -. u ti �!� RETAINING STORM DRApRIOR T 15 SHEE 2.4 L� gMp ARENDSCAPEEE SPECIAE NO 0 E AVE. S '. cn � g as ` \� f2 63 12 g8 � gVG t W� OAT SITI¶ - E.I ✓ .,�`� � EXTS 3 G t 613 1 2 GWAI 7 rs�� 74.7 BEGIN 5 22 12 6jQ E11`1N� RSD C 6 BQX DER SD BW 68- , MAIN " VCP SENNE Abp STREEi' �z 06 10 PL�EW TO AVDCAD k , PER GRAND � pND PA STA DS Vt 1 73 RE IR R GLAD E BMP S B\ PRDCIN TA ?EEW pCT10N OF T pE1 ' EN i0 TO MAIN• ER! A� EN0INEE A C P WATER DETAIL "g° A b 8 \ { EXISTING B SWALE BMOpFlED.TMOUT N ` \ ED Tp BE 1 GRASS 3N N0T �E cin L SAL \ PER FROM SEWER LATER SEAR LA END 2" FO Vtt'1 FLOW A WER LA�RAL x 3. BEGB ggA 60 A2 RE EX� NE 0 NE ER LINE IN USE IN PTURGp tY \ IE SEAR MA TO LOGN SEA, ARO 0 ®D• GRAPHIC SCALE vC CONTRACTOR t0 g VTpLL STAFFIC RAC 1351 1` CONNpOOR To- IN8 �M TRA 0' S' 10' 15' 20' 30' �-- PER LWD DW / x 7 . WATER SfR 0 SEWER LATERAL TABLE T yam` R N¶ EC ¶ON TO E4' WAR EEDGNN INSTALL 3/ARD p,2A. ' \ INSTALL 2. P ONMAIN ANO STAND L pER SOO 73.80 qAR PCP WA M TER PER RETAININ pE A 0 TAIL FIRE gEGI SD LI & \ 13b8 ` ? SFRSHEET 3. PARCEL STORM DRAIN DATA TABLE NORTH UNIT DROP LINE DEPTH DESCRIPTION 0 MAIN TO P.L. MINUS 2 FT LENGTH Oj 6" WIDE TRAFFIC RATED TRENCH GRATE DR41N 0 20% 1 38.0' 19.0' 6" PVC 0 1.0% (SDR 35) 2 2.0' Q3 6" PVC 0 1.0% (SDR 35) 4.0' ® 6" PVC 0 2.9% (SDR 35) 21.5' O 6" PVC 0 57.57 (SDR 35) 20.0' © 6" PVC 0 1.0% (SDR 35) 14.5' Q7 6" PVC 0 1.0% (SDR 35) 10.0' ® 6' PVC 0 1.0% (SDR 35) 2.0' 09 6' PVC 0 29.7% (SDR 35) 13.0' ® 6' PVC 0 1.6% (SDR 35) 17.0' 0 6" PVC 0 1.0% (SDR 35) 21.5' 1© 6" PVC 0 54.4% (SDR 35) 5.0' © 6" PVC 0 1.0% (SDR 35) 8.0' 6" PVC 0 1.0% (SDR 35) 14.0' 6" PVC 0 1.0% (SDR 35) 19.0' 0 6" PVC 0 2.27% (SDR 35) 14.5' 1© 6" PVC 0 1.07 SDR 35 5.5' 0 6" PVC 0 1.0% (SDR 35) 10.0' 1® 6" PVC 0 1.07. (SDR 35) 7.0' ® 6" PVC 0 60.2% (SDR 35) 5.5' © 6" PVC 0 1.0% (SDR 35) 10.0' PA STA DS Vt 1 73 RE IR R GLAD E BMP S B\ PRDCIN TA ?EEW pCT10N OF T pE1 ' EN i0 TO MAIN• ER! A� EN0INEE A C P WATER DETAIL "g° A b 8 \ { EXISTING B SWALE BMOpFlED.TMOUT N ` \ ED Tp BE 1 GRASS 3N N0T �E cin L SAL \ PER FROM SEWER LATER SEAR LA END 2" FO Vtt'1 FLOW A WER LA�RAL x 3. BEGB ggA 60 A2 RE EX� NE 0 NE ER LINE IN USE IN PTURGp tY \ IE SEAR MA TO LOGN SEA, ARO 0 ®D• GRAPHIC SCALE vC CONTRACTOR t0 g VTpLL STAFFIC RAC 1351 1` CONNpOOR To- IN8 �M TRA 0' S' 10' 15' 20' 30' �-- PER LWD DW / x 7 . WATER SfR 0 SEWER LATERAL TABLE T yam` R N¶ EC ¶ON TO E4' WAR EEDGNN INSTALL 3/ARD p,2A. ' \ INSTALL 2. P ONMAIN ANO STAND L pER SOO 73.80 qAR PCP WA M TER PER RETAININ pE A 0 TAIL FIRE gEGI SD LI & \ 13b8 ` ? SFRSHEET 3. PARCEL INVERT ELEVATION LENGTH � MAIN DROP SLOPE DEPTH 0 MAIN TO P.L. MINUS 2 FT TO MAIN 0 P.L. 1 60.17' 19.0' 1.84' 9.71. 120' 2 60.42' 19.0' 3.56' 18.7% 8.9' \ \ * CLEANOUTS REQUIRED 0 EVERY BEND IN THE LATERAL AND 0 PROPERTY LINE. p 1343` u 'j ** A PRIVATE SEWER AGREEMENT HAS BEEN SIGNED ON 2111105, AS DOCUMENT NO. 05-0178988. 500& 4; VAUIt� �� \ \� \ RAW CON7RACTOR TO ARIFY EXACT LOCA110NS AND \ \ \ ELEVATIONS OF EXIS7iNG UNDERGROUND U71LI71ES 1 43 1 PRIOR TO START OF CONSTRUCTION THE ENGINEER OF WORK SHALL BE N077FIED OF ANY DISCREPANCIES WITH THIS PLAN. V s IgW 6k1 P 21 gWlw 1 • S>� ' U 75.7 \ 640 i <1E 1 ' ✓✓ ' B ✓ ANENT \' y55� 1 B GIN PE�MWALL AND _ _ RY SLOPE• ojl MP TAgLISNED E G WAUL & 6• - TE S PRIOR ' NT M 4 RpRY P RISHEE BW 64 5 8 DIR. ITS Of GRADE T ON E12 OR TO DG PLAN pE1? �AWPII� tW 10. ORARY BW Up JpCENGNStRUG¶ApPROVAI pRADIN040,21) RG,WALL 6: tEM ARE ADWG PPRb� 254 INEEI NEEis 5� 0 P 1 / 1 0 fNA U�p PEROPERTY (AP is gtY6?: )ER 1BW 558 D f ONSTR P DN OE ENi f. 1 ORARi BW �F TRIAN S R j 7 ;' ON AQJAS�S;?GE�i BASEM TEMP. ?ED WEIl x. 0 iH pOJA ' sk \ UG T WEAL UIG TyP• 1 ��t % �` T OPOSED 't GRAS PAN r�), PR �1 SEE LETTER OF PERMISSION TO GRADE ON ADJACENT PROPERTY f, ( DA TED 2114105. 1114105 NO GRADING PERMITTED WITHIN THE 40' COASTAL BLUFF SETBACK. BENCHMARK SCALE SPECIAL DISTRICT UWIWYLU Ul MM7 DB - GAC ND SHMR 0 STA 3 +50 0 INTERSECTION AVOCADO ST PLANS PREPARED UNDER SUPERVISION OF AND NEPTUNE AVENUE. PER TERRCOSTA CONSULTING HORIZONTAL 1" -10' GROUP TOPOGRAPHIC SURVEY DATED 4119103. VERCAL NIA ANDY R. BR VN ELEVA110N: 74.39 DATUM. U.SC &GS SIGNATURE DA 1E ENGINEER OF WORK NOTE EXISTING TOPOGRAPHY SHOWN HEREON IS FROM AN AERIAL SURVEY PERFORMED BY PHOTO GEODETIC CORPORA71ON FOR TERRACOSTA CONSULTING GROUP. DATE OF PHOTOGRAPHY • 4119103. V" RRe' APPROVALS RECOMMENDED APPROVED DATE ZS O RCE No. 36190 BY: BY: DATE : DA7E EXP. 6130108 R.C.E. t I p3B ; 6'1 SMH N�g3g 6E :" . \ U O RIM \ P N07F. PROVIDE STABILIZED CONSTRUCTION EN7RANCE PER CAL7RANS STORM WATER QUALITY HANDBOOK r DETAIL TC -1. INSTALL FROM EDGE OF PAVEMENT \`\ 4 ! NEPTUNE AVENUE TO 20' WEST RIGHT -OF -WAY LINE. \ \� i 784 \ f' z i xv t \ J 2 Vo 1 ©� E c- " -, \ 75. ,g 1 1 QAOFESS /O 0, i No. 36190 Exp.6 /30/08 > I 1 x 74,E &V ciuiv \ TF OF CALIEOP CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REFOLD DSRESIDENCE PARCEL 1 & PARCEL 2 1616 NEPTUNE AVENUE 9058-G A.P.N.: 254 - 040 -10 REVISED 1105107 JOB NO. 01 -075 DATE: 12121104 REVISED: 4125105 DR,CDP,TPM 01 -171 SHEET 2AOF 8 ►J J (7 0 Z w n Z 0 Z w Z s 41 WW1) U% 0,0 Zw o O Wes, 0 F N N Q Z2U2m e mZLL n C) x V! UNU F a SPECIAL NOTES: 1. EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN SAND. REINFORCE WITH NO. 3 BARS 0 16" 0/C BOTH WAYS 0 MIDPOINT OF SLAB. USE 520 -C -2500 CONC. CONCRETE JOINTS AND STONE PAVERS PER ARCHITECT 2 BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO SOIL ENGINEERS FIELD TESTS AND RECOMMENDATIONS 3, WALL DRAINS SHALL BE CONNECTED TO PRIVATE STORM DRAIN SYSTEM SHOWN HEREON. 4. UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE EITHER 6" DIA. ATRIUM GRATES BY NDS' LOCATED IN PLANTER AREAS OR 12" SQUARE CATCH BASINS BY NDS' LOCATED IN LAWN AREAS. REFER TO LEGEND ON SHEET 1. 5. ALL STORM DRAIN PIPE TO BE 6' MIN PRIVATE PVC (SDR 35) 0 19 MIN., REFER TO PLAN FOR PIPE SIZE & SLOPES U.N.O. 6. BUILDING DOWN SPOUTS TO BE DIRECTED OVER GRASSY AREAS OR STORM WATER TREATMENT SWALES PRIOR TO OUTLET TO THE PUBLIC RIGHT OF WAY. 7 WATER SERVICE TO BE EXTENDED FROM EXISTING METER IN NEPTUNE AVENUE TO NEW RESIDENCE WT 7H SCHEDULE 40 PVC HAVING 24° COVER (MIN.) & AS REQUIRED BY THE CITY OF ENCINITAS. REUSE EXISTING MEHER. 8. SEWER LATERAL CONNECTION TO NEW RESIDENCE FOR PARCEL 1 AND FOR PARCEL 2 SHALL BE EXTENDED FROM EXISTING SEWER CLEAN OUTS AT THE PROPERTY LINE ALONG NEPTUNE AVENUE. CONTRACTOR TO PROVIDE NEW CLEAN OUT 0 P.L. PER LWD TO STANDARDS GRAVITY LINE TO BE EX7ENDED FROM CLEAN OUT IN NEPTUNE AVENUE TO NEW STRUCTURES WIIH 4" DIA. (SDR 35) 0 29 SLOPE WITH 36" COVER AS REQUIRED BY THE CITY OF ENCINITAS. CONTRACTOR TO VERIFY LOCA71ON OF EXISTING CLEAN OUTS AND LOCATION AND DEPTH OF SEWER MAIN PRIOR TO START OF WORK AND TO NOTIFY CIVIL ENGINEER OF ANY DISCREPANCIES IMTH THIS PLAN. 9. STORM DRAIN AND SEWER CLEAN OUTS SHOWN HEREON SHALL BE 4" DIA. PVC PER SDRSD S -3, TYPE B' DECORA77VE COVER PER ARCHI7ECT 10. PRIOR TO CONSTRUCTION, THE CON7RACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE NEPTUNE AVENUE RIGHT -OF -WAY. 11. THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FOR ALL SIRUC77JRES SHOWN HEREON TO BE DEMOLISHED. 12 PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH EXIS71NG CONCRETE PAVEMENT, WALLS, PLANTER, LANDSCAPING AND All OTHER ITEMS LOCA7ED WITHIN THE LIMITS OF NEW DEVELOPMENT AS SHOWN HEREON. CONTRACTOR TO VERIFY SPECIFIC REMOVALS WITH OWNER PRIOR TO PROCEEDING WITH DEMOLITION. 13 CON57RUCT GRAY PCC DRIVEWAY MIN. 5 -112 THICK ON 3" CLASS 2 A.B. COMPACTED TO 909 MAX DRY DENSITY, UNLESS OTHERWSE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVATIONS IN THE FIELD. 14 PA770 SURFACE TO BE SPECIFIED IN ARCHI7ECT'S PLAN. 15 LANDSCAPE WITH GROUND COVER OR GRASS FOR STORM WATER POLLU17ON CONTROL. STORM WA7ER POLLUTION CONTROL BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED UNLESS A PERMIT IS OBTAINED FROM THE CITY OF ENCINITAS RL GRAVEL BAGS OVERLAP nn]rn nuno GAP BETWEEN BAGS 714REE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WTH ENDS OVERLAPPED GRA VEL BAGS N.I..S D 5" THICK DECOMPOSED GRANITE SURFACE COMPACTED TO 909 MAX DRY DENSITY. 2X2' EROOKS' TYPE OUTLET BOX W WITH PLAS77C GRATE. TO 73.47 (P. 1), TO 73.39 (P2) 1. SET POSTS AND EXCAVA7E A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. a OUTLET TO F.L. NEPTUNE AVENUE. TRENCH UPSLOPE FROM AND 2 -3" DIA. SUMP / PUMP OUTLET ALONG THE LINE OF POSTS L t 9' TO DISSIPATER BOX L PARKING o ARAI 2 - 3" DIA. PVC PERFORATED PIPE ti FOR INFILTRATION ON NUISANCE WATER. TE p 1 PER PLAN a FINISHED GRADE W 2.D % MIN 1.0 % ~- /.___ LANDSCAPE B.M.P. AREA / ` � D. G. EXISTING A.C. PAVEMENT SECTION NEPTUNE AVENUE * OUTLET BOX OVERFLOW TO- STORM WATER POLLUTION CONTROL LANDSCAPE AREA. NOTE CONTINUOUS MAINTENANCE OF THE OURET BOX SHOULD BE PERFORMED BY 7HE PROPERTY OWNER TO AVOID BUILD UP OF SILT OVER THE GRAVEL & TO MAINTAIN THE DIMENSIONAL CLEARANCES SHOWN HEREON. RETAINING WALL PER PLAN. T I (I GRQ SLURRY BOTTOM OF BOX 1.09 MIN TO DRAIN. 2 -3" PVC PIPE FLOW FROM STORM WATER SUMP PUMP SYSTEM. * MODIFICA71ONS OR REMOVAL OF STORM WAIER POLLUTION CONIROL MEASURES REQUIRES A PERMIT FROM THE CITY ENGINEERING DEPT PRIVATE STORM DRAIN OUTLET DETAIL N. TS. Q a :AP BACK OF WALL DRAINAGE PER SDRSD C -8. RETAINING WALL P.L. DETAIL NOR THERL Y P. L. N. Ts. J. A TTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO 7H£ TRENCH. .� A i� L ( SILT FENCE N.T.S. k Q 'v al z g m 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 1r BACK OF WALL DRAINAGE PER SDRSD C -8. RETAINING WALL P.L. DETAIL SOUTHERLY P.L. N. TS. n REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED DRAW BY CHECKED RRBBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. C ON ST. c H A NG (� PLANS PREPARED UNDER SUPERVISION OF GRADING AND EROSION CONTROL PLAN FOR: ADD /VFW S H C E T 2 A SHMR 0 STA 3 +50 0 INTERSECTION AVACADO ST. RECOMMENDED APPROVED AND NEP7UNE AVENUE. PER IERRCOSTA CONSUL71NG HORIZONTAL N/A DATE REFOLD RESIDENCE PARCEL 1 & PARCEL 2 9058 —G A S f� U Z LT S . p -Z9'0 GROUP TOPOGRAPHIC SURVEY DA1ED 4/19/03. VERTICAL N/A DA 114 1616 NEPTUNE AVENUE RCE No. 36190 BY : BY RANDY R. 7E : c DATE : f�i /ice A.P.N. . 254 - 040 -10 ELEVATION: 74.39 DATUM: USC &G.S I I I ENGINEER OF WORK EXP. 6130106 1 R.C.E. JOB NO. 01 -075 DATE : 12121104 REVISED 4125105 DR,CDP,TPM 01 -171 SHEET 3 OF 8 N 0 Z a W W z a z W z� 0 ad m>- rn c' m o wow NQf Q2 2Um J 3Z6 O2 Zp0Q V! ONU 4 .✓ 5 H. I' V !1M M 13 I ''I Y �2. N Y 1 NOR THERL Y PARCEL 1 SEC TION 1 �� 3 SCALE. H. 1' = 10' � °361 NO EW A.C. PAVEMENT FROM P.C.C. DRIVEWAY TO SAW CUT LINE SHALL V 1' = 10' * Exp. 0613 MATCH EXISTING A.C. SECAON IN NEPTUNE AVENUE PROVIDE MINIMUM 4" A.C. ON 6" CLASS II A.B. UNLESS OTHERWISE SPECIFIED BY SOILS d} CMG r� ENGINEER BASED OBSERVATIONS IN THE FIELD. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE oEGCCer dbav c"ERRB APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0, CDNST CHANC7E 1 ELEVATIONS SHOWN HEREON ARE BASED ON MEAN PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN PROFILE FOR. App NE W--SHEE'T 2A SEA LEVEL DATUM ESTABLISHED PER SEWER MANHOLE HORIZONTAL : 1° = 10 G RECOMMENDED APPROVED RIM ELEV. OF 67.00 AT INTERSECTION OF NEPTUNE VERTICAL : 1° = 10' �� DATE : ZS 0 % REFOLD RESIDENCE PARCEL 1 & PARCEL 2 JOC p_ n AS VTLTS I.A° ! -Lgp AND GRANDWEW PER LEUCADIA WATER DISTRICT R.C.E. NO.: 36190 1616 NEPTUNE AVENUE JQ (7 RANDY R. BROWN. EXP. 6/30/06 BY: -BY: A.P.N. : 254 - 040 -10 ENGINEER OF WORK DA DATE JOB NO. 01 -075 12121104 REVISED. 4125105 SHEET 4 OF 8 LW cn CJ1 N u z z 2 yj�o W 2W W VV SS UQly OO W N� s � Attachment A Summary of Special Inspection 1 Concrete 13A Verify soil conditions are substantially in conformance with 2 Bolts installed in concrete 24 "4 & 36 "0 CAISSONS (CONC. & BEANS) the soil investigation report 3 Concrete moment - resisting space frame 13B VerifyY that foundation excavations extend to proper depth 4 Reinforcing steel and prestressing steel All work performed without required special and bearin strata 5A Weld testing ductile moment - resisting steel frames 13C Provide soil compaction test results, depth of fill, relative 5B All structural welding including reinforcing steel 3. REFER TO GRADING PLAN FOR EXACT WALL LOCATIONS density, bearing values 6 High - strength bolting 13D Provide soil expansion test results, expansion index, 7 Structural masonry 18' -0" recommendations for foundations, on -grode floor slab 8 Reinforced gypsum concrete 1- DATED: JUL 30, 2002 design for eac buildin site 9 Insulating concrete fill 14 Specal cases t1describe� 10 11 Spray - applied fire roofing Dee pp foundations piling, drilled piers & caissons) 15 16 Ott site fabrication of uilding components Other structural inspections as required by designer 12 Shoicrete 30' -0" 24 No. Description of Type of Inspection Required, Location, Remarks, etc. Design Strength of perform of specified. as amended. Special inspection is not a substitute for 11 24 "4 & 36 "0 CAISSONS (CONC. & BEANS) f'c = 3,000 PSI without approval of STEEL BEANS fy = 50,000 PSI prior to performing any work that requires special 21' -011 Inspection. All work performed without required special b. Continuous inspection is always regwired during the performance of the work unless otherwise specified. inspection is subject to removal. 11' -0" 36" 52.5' a. The construction inspections listed are in addition to the called insppections by Section 305 the UBC, c. The special inspectors must be certified by the Cq of Encinitas to the types inspection required of perform of specified. as amended. Special inspection is not a substitute for E -1 inspection by a city inspector. Specially inspected work which is installed or covered the the d. It is the responsibility of the contractor to inform the special inspector inspection least day without approval of or agency at one working City Inspector is subject to removal or exposure. prior to performing any work that requires special 21' -011 Inspection. All work performed without required special b. Continuous inspection is always regwired during the performance of the work unless otherwise specified. inspection is subject to removal. RAKER DE,ADMAN CAISSON SCHED, MARK VERTICAL REINF. CAISSON EMBED. CAISSON DIAM. T.O. EMBED. ELEVATION (F +) E -1 IO - #IO 16' -0" 36" 54.5' E 2 16 - #IO 21' -011 36" 545 E -3 10 - 010 11' -0" 36" 52.5' NWEIR3!IW GENERAL 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY CONCRETE PART OF THE WORK. THE DETAILS USED SHALL BE THE SAME AS FOR L CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED RAKER PRELOAD REINFORCED CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR FROM THE ENGINEER. 65' -8" STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED 8 "4 STD. 14 KIPS EDITIONS WITH MODIFICATIONS AS NOTED IN THESE DRAWINGS AND 2. THE DESIGN IS BASED ON THE 2001 CBC AND THE CALTRANS SHORING 61' -0" SPECIFICATIONS. DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. III KIPS R -3 33' -0" 2, CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS 3. REFER TO GRADING PLAN FOR EXACT WALL LOCATIONS 12 KIPS REQUIRED FOR ALL CONCRETE WORK OF f'c 3000 PSI OR GREATER 31' -0" 10' -0" (NOT REQUIRED FOR LEAN CONCRETE). SOILS CRITERIA 18 KIPS 18' -0" SOIL REPORT BY: TERRAC05TA CONSULTING GROUP, INC. 3, ALL REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE 1- DATED: JUL 30, 2002 A4 REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD PRACTICE" UPDATED: N/A 10' -0" LATEST EDITION. PROJ, NO: 02105 50' A5 STRUCTURAL STEEL 4. ALL REINFORCING STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE 30' -0" 24 ENGINEER PRIOR TO FABRICATION, I. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A -992 DUAL CERTIFICATE W16x51 20' -0" (FY =50 KSI). OR ASTM A512 (FY =50). HSS SHOULD BE A500 Gr. B 46 KSI, 5. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE ALL STEEL PLATES AND SHAPES SHALL CONFORM TO A5TM -A36 Al FOLLOWING TABLE ARE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, (FY =36K5I) 5' -0" THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE 24 60' SLUMP SHOWN IS THE MAXIMUM (INCHES). 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC 1' -0" 5' -0" "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF ITEM OF CONSTRUCTION (145 P.G.F. AVG.) STRENGTH AGGREGATE SLUMP STRUCTURAL STEEL FOR BUILDINGS." A. CAISSONS 3,000 PSI 1 4 3, PERMANENT BEAMS SHALL BE COATED FULL HT. WITH "DEVRAN" 2 -PART 6. MINIMUM PROTECTIVE CONCRETE COVER OF STEEL: EPDXY PAINT OR APPROVED EQUIVALENT 51' A. ON EARTH SIDE WHEN PLACED AGAINST EARTH ....................3 IN. 4. ALL WELDING SHALL BE BY THE ARC WELDING PROCESS USING E -10 ELECTRODES AND CERTIFIED WELDERS CONFORMING TO AWS CODE. 5, SPECIAL INSPECTION REQUIRED FOR ALL FIELD WELDS NO N&PEGTION REQUIRED IF I. E D6 ARE DESIiSNED TO IAI t Q. IVV IIVJ LVI STO�6T RAKER SCHEDULE MARK LENGTH ELEVATION H55 SIZE FY =46 KSI PIPE ALTERNATE RAKER PRELOAD R -1 22' -O" 65' -8" HSS &X&X518 8 "4 STD. 14 KIPS R -2 28' -0" 61' -0" HSS SXSXI 12 10 "0 STD. III KIPS R -3 33' -0" 68' 6" HSS 1XIX5 18 10 "0 STD. 12 KIPS R -4 31' -0" 10' -0" HSS 1X1X5 /8 8 "� STD. 18 KIPS SHORING SOLDIER SEAM SCHEDULE BEAM SIZE (HIGH STRENGTH CUT LENGTH EMBED. TOTAL CAISSON T.O. EMBED. ELEVATION MARK Fy = 50 KSI) (FT) LENGTH (FT) LENGTH (FT) [)[AM. (IN) ( FT ) Ai WI6x36 15' -O" 13' -0" 28' -0" 24 51' A2 WI6x51 11' -0" 9' -O" 26' -0" 24 51' A3 W16x51 18' -0" 9' -0" 21' -0" 24 51' A4 WI601 19' -O" 10' -0" 29' -0" 24 50' A5 WI6x11 20' -0" 10' -0" 30' -0" 24 50' A6 W16x51 20' -0" 8' -0" 28' -O" 24 50' Al W16x45 12' -0" 5' -0" III -O" 24 60' AS W16x31 1' -0" 5' -0" 12' -0" 24 65' BI WI6x40 14' -O" 13' -O" 21' -0" 24 51' B2 WIOx22 10' -0" 9' -0" 19' -0" 24 53' B3 WIOx22 8' 0" 6' -0" 14' -0" 24 53' Gl W12x81 19' -0" IS -0" 31' -0" 24 52' G2 W12x81 20' -0" IS -0" 38' -0" 24 52' G3 W12x81 22' -0" IS -0" 40' -0" 24 52' C4 W12x81 23' -0" IS -0" 41' -0" 24 52' DI WI6x45 19' -0" 15' -0" 34' -0" 24 52' D2 WI6x40 14' -0" 13' -0" 21' -0" 24 54' D3 W12x26 12' -0" 11' -0" 23' -0" 24 54' D4 N1042 1' -0" 6' -O" 13 -0" 24 51' REVISIONS APPROVED DATE PLAN CHECK COMMENTS egr 5-3-f CoAtI CHANgF t 40 DN57 W SHIETZA 0 95 a REFERENCES DATE BENCHMARK SCALE SHMR @ STA 3 +50 @ INTERSECTION AVACADO SL AND NEPTUNE AVENUE. PER TERRCOSTA CONSULTING HORIZONAL N/A GROUP TOPOGRAPHIC SURVEY DATED 4119103. VERTICAL N/A ELEVATION: 74.39 DATUM. U.S.0 &G.S. NOTE: THE GENERAL CONTRACTOR IS TO REVIEW SHORING DRAWINGS AND LAY -OUT FOR ANY UTILITY CONFLICTS THAT MAY OCCUR THAT ARE NOT PRESENTLY NOTED ON THE DRAWINGS. ALL UTILITIES WITHIN THREE FEET OF ANY PART OF THE SHORING SYSTEM IS TO BE REPORTED TO THE STRUCTURAL ENGINEER OF RECORD. APPROVED BY: DATE: DIG ALERT # SPECIAL DISTRICT 0 NORTH TIMBER CONSTRUCTION PROCEDURES - RAKER I. ALL LUMBER SHALL BE DOUGLAS FIR /LARCH (NORTH) PRESSURE I. RAKER INSTALLATION: TREATED, AND SHALL BE GRADE MARKED 12 OR BETTER. 1,1 EXCAVATE TO ANGLE OF INCLINATION OF RAKER 2. TREAT PERMANENT LAGGING BOARDS WITH PENTACHLOROLPHENOL 1.2 DRILL DEADMAN CAISSON HOLE DIA AND DEPTH AS INDICATED IN THE DRAWINGS 3. GAP IN LAGGING NOT TO EXCEED W/2" MAX., PACK GAPS WITH HAY OR 13 PLACE REBAR AND ANCHORS STRAW- 1.4 PLACE A MINIMUM OF 3000 PSI CONCRETE FROM THE BOTTOM OF THE CONSTRUCTION PROCEDURES - CANTILEVER HOLE TO THE BOTTOM OF PROPOSED EXCAVATION. 1.5 INSTALL RAKERS L SOLDIER BEAM CONSTRUCTION: 1.6 PRELOAD RAKERS 1.1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS 1.1 REMOVE REMAINING SOIL INDICATED IN THE DRAWINGS, 1.8 REMOVE RAKERS ONCE SOIL IS FILLED TO PERMANENT GRADE 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE, U.N.O. AT PROPERTY LINE. 2. EXCAVATION AND LAGGING PLACEMENT: 1.3 PLACE A MINIMUM OF 3000 PSI CONCRETE FROM THE BOTTOM OF THE HOLE THE BOTTOM OF THE PROPOSED EXCAVATION. 2.1 EXCAVATE THE GUT IN 5' MAXIMUM INCREMENTS. 1.4 PLACE LEAN N CONCRETE (2 SACK MIX) FROM THE BOTTOM OF THE 2. 2 CHIP BACK THE LEAN CONCRETE TO ALLOW FOR PLACEMENT OF THE PROPOSED EXCAVATION TO GRADE. WOOD LAGGING, 23 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING 2. EXCAVATION AND LAGGING PLACEMENT: MUST BE COMPLETELY INSTALLED TO ENSURE BEARING BETWEEN 2.1 EXCAVATE THE CUT IN 5' MAXIMUM INCREMENTS. THE CUT SOIL AND WOOD LAGGING, 2.2 CHIP BACK THE LEAN CONCRETE TO ALLOW PLACEMENT OF THE WOOD LAGGING, 2.3 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL AND WOOD LAGGING. TEMP. - SHORING -fit- - 9 SN- �p�\ :>l r,jV 4'FOII STIIM B3 IAI 2 a -2 SH ri__� 1 � SH /81 v p4 _ TEMP, O SHORING rn D2 �, Dl SHORING PLAN SCALE: I /a" = 1' -0" PLANS PREPARED UNDER SUPERVISION OF RANDY R. BROWN ENGINEER OF WORK DATE RCE No. 36190 EXP. 6130106 D 160 _0 = 56' -OII A2 A3 A4 A5 A6 Al 4 SH -2 WI(Ox51 co @ HALER B . CIO A � � PROPOSED EI BASEMENT WALL 6 TYP. SH -2 E2 E3 11 1- F PROP05 €D BASEMENT EXCAVATION ME im -&I C2 C3 r � K EQ EQ P21 -0„ APPROVALS RECOMMENDED APPROVED BY: M.MJ- BY:_ DATE : DATE R.C.E. C4 I 13 RETAINING WALL PER SDRCSD C -I RETAINING WALL PER SDRSD C -I C C RTRUCfURAL %e TEMP. SLOPE PER ( DATE: 4/99/05 GRADING PLAN F L C FLORES LUNG CONSULTANTS PROFESSIONAL ENGINEERS 7220 TRADE STREET, SLATE 120. SAN DIEGO, CALIFORNIA 92121 1858) 568 -0626 FAX (8581686-0627 CI'T'Y OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING AND EROSION CONTROL PLAN FOR: REFOLD RESIDENCE PARCEL I & PARCEL 2 S H -1 1616 NEPTUNE A VENUE s/�3!nY A.P.N.: 254- 040 -10 JOB NO. 01 -075 DATE : 114105 DR, CDP, TPM 01 -171 SHEET 5 OF 8 Is" Ln T.Q.W. ELEV. PER GRADING PLAN NG GRADE _ 1TI =1i `-[- TI IT Ti li o m p B3 B2 Bl AI A2 C.M.U. WALL BY OTHERS A3 A4 A5 A6 A7 V;T PERM, FIN. ELEV. w �j FIN. ELEV. PLACE PERM. LAGGING m1m �i on HALER PER PLAN PER GRADING PLAN i a u[ 3 u o 1111 LEAN GONG. p u PER GRADING BEHIND BEAM t PERM. FIN. ELEV. PER - - [- z Q LL PLAN c r _ TOP OF EMBED GRADING PLAN _ LIJ U p = LEAN GONG. 1m ELEVATION - �, '01 III —I = =1 I 1 =1 ct) 4 = -I i 1= PER SCHEp. u O w 1= LAGGING = z O II II BEAM PER SCHED. II I WOOD w II 3 of / -11 PER DETAIL I I I I I LJ Ucci / EL. 3 /\-TEMP. SLOPE ' w BEAMS C2 -G4 T.Q. EMBED LU w p LAGGING w 3 I1— I I I I I I I �� I SOLDIER BEAM III — 1= =1 11 =1 ELEV. PER SCHED. > m WHERE OCCURS / - EdI 1111 ;1 III 111 ;I II II II 111 I I II III I PER SCHEp. u�[ T.Q. EMBED ; ; 1 I 1 1 1 1 1 1 1 1 1 ELEV. PER SCHED. I I I III I1 I1 I1 III —III- BEAM PER SCHED. I: w ;I it III it it it it _ w �1- LJ it II it it it W it it it ; LJ it it p 1 F_ !l11 W 11 ; I .1 II GONG. CAISSON W W RAKER 1 I1= w 11 12 w PER SCHED. Q U 111 24"0 CAISSON A SHORING ELEVATION m � BEAM PER 5/" GIISS T SASTM a E fE ����� :� 'f- SCALE. I O u�i a PLAN A36, TYP. �P '� ' $ ccl U PERM, WALL HIEGHT E 0- i" BASE fE ASTM A36 PER GRADING PLAN w = m III 3x LAGGING FOR TEMP. 3" NON - SHRINK a 11= SHORING d FOR TOP 3 GROUT 5/16 6" PERM, FIN. GRADE PER Ilk -11 OF PERMANENT SHORING GRADING PLAN � � —� � 24 "� CAISSON �,24 "� CAISSON OTHERWISE, USE 4x 5 - *4 a 6" O.C. ° C.M.U. WALL G4 C3 C2 Gl Dl p2 D3 p4 f'e = 3000 P51 f'c = 3P.]�(D PSI TOP FIVE BARS BY OTHERS TAP. CANTILEVER SECTION (TEMP,) 1 TYP. CANTILEVER SECTION (FERM.) 2 TYP. LAGGING 3 CAISSON PER SCHED. �7 a °- T.O. TEMP. SLOPE BEYOND � . T.Q.W. ELEV. PER GRADING PLAN FOR INFO NOT SHOWN 4 �- I' IB IL 1 III SEE DET. - l l 11 SCHEDR a° I GRADED a ' I I i NO LAGGING STIFF, ENE) E %a "Q ' ° a a THESE BAYS I i ' I I _ ' ' - ' CUT BM. MATCH SIZE ° I I I I I ' W/ HALER BM.� ' ff 13 1:1 TEMP. SLOPING TEMP. —� I I I I WOOD LAGGING 5/16 a° / w DO NOT BACKFILL I 1 I 11 111 11 1 PER DETAIL 11 23" HALER BM PER PLAN ' 11.5" UNLESS NORTH 1 1 SOLDIER BEAM 1 :1 i i 111 111 111 STIFF. fE, EA. SIDE / �c�` it ; 2 SIDE OF WALL IS AT PERM. GRID. PER SCHED. TYP. a RAKERS P - I CONC. CAISSON SOLDIER BEAM v m • 36 °� I1 PER SCHED. W I; �� �� �� E z x9 x9 • DEADMAN 1; I 1; 1 1 I i 1� 1 1� 1 5/16 / n O CAISSON ;I f;l III III II � - - - --- -- *Y1, -- ;I I;I ;i I;I IT w w w w w. - -- • RAKER ��' ' / ,' � ® 0 TOP OF EMBED / -1 i i =1 � I 7 3„ ELEVATION / _ PER SCHED. _ SHORING ELEVATION Zw w 5/16 u `� l- V4 "O A325 • SCALE: Ia" 1' -0" 1111 III J A.B. x24" RAKER w t> EMBED MIN, *4 A 16" O.G. 10 TYP. TYP. EA. 5/16 9 GUSSET PL DIALER PETAL 4 T�'PICAL RA <ER SECTION 6 PLAN C12 5 /s" GUSSET fE ASTM A36, TYP. I" BASE fE ASTM A36 \ SOLDIER BM, STIFFN'RS, I' -II" 8 PIPE RAKER SOLDIER BM EQ, EQ, 3" NON - SHRINK PER SCHEp. Il_ SOLDIER BM 2 "2" 2" GROUT 5/16 8" LAGGING SOLDIER BM BEARING ON II I BEARING ON PER SCHED. PER PLAN u1 1111 WEDGE TO BE —II WEDGE TO BE i11i11i11i 5 - *4 6" O.C. ° EQUAL TO OR LEAN CONC. EQUAL TO OR LEAN GONG. ° 36 "m TOP FIVE BARS I GREATER TO GREATER TO - DEADMAN 1 i =1 i- - - iii -iii_ - - BEARING ON BEARING ON - CA 155ON I OPPOSITE SIDE. OPPOSITE SIDE. 3x LAGGING • • CAISSON PER 'eaoaes fob -.•„ -1 i 1 �. FOR TEMP. w � - - -- - -- - -- - -- - -- -- - SCNEp. � r SHORING STOP = - -- - -' - -- -- - -- ° 41 ] 3x LAGGING FOR '��, 3' -0` OF PERM. o. =* \\ TEMP. SHORING 8 � SNORING = ® ® D ° =�r98srsocr[mA],����\,_ ' OF HALER: Wl6xll - -- FOR TOP 3 -(d -- OTHERWISE, USE a �„ CALiQ,.. a RAKER OF PERM. 4x DATE 4/19/05 WHERE SHORING l- 1%4 "� A325 A.B. *4 : OCCURS TYP. e EA. WOOD WEDGE OTHERWISE, USE WQOD WEDGE x24" EM MIN, 16" O.G. 5/16 SOLDIER BM, AS REQ'D, 4x AS REQ'p. \ ,� TYP. ° ° 4 ° � L�r FLORES LUND CONSULTANTS yl� 5/l6 15„ ° PROFESSIONAL ENGINEERS NAI=ER DETAIL CORNER LAGGING g CORNER LAGGING g PLAN 10 7220 TRADE STREET, SUITE 120. SAN DIEGO, CALIFORNIA 92T21 588 FAX ° 11 566 [858] -0626 [858) -0827 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAW BY CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO RRBBY PLAN CHECK COMMENTS G 5-585 SHMR E STN AVE Q INTERSTERRC TAACON LT. AND NEPTUNE AVENUE. PER DATED 4 CONSULTING GROUP TOPOGRAPHIC SURVEY DATED 4/19/03. HORIZONAL N/A PLANS PREPARED UNDER SUPERVISION OF DATE RECOMMENDED APPROVED � /� GRADING AND EROSION CONTROL PLAN FOR: REFOLD RESIDENCE PARCEL 1 �C PARCEL 2 1616 NEPTUNE AVENUE _ S H 2 C O'NST. C HA/VC, � 1 ADP NEW SHEET 7-A ELEVATION: 74.39 DATUM: U.SC &G.S. VERTICAL N/A RANDY R. BROWN ENGINEER OF WORK RCE No. 36790 EXP. 6130106 BY: [ • BY: A.P.N.: 254- 040 -10 JOB NO. 01 -075 DATE : 114105 DR, CDP, TPM 01 -171 14" DATE: DATE: � c DATE: ��,� ice, S ��0� T R.C.E. SHEET 6 OF 8 Is" Ln EQUIPMENT SUPPLIER: MULTI W SYSTEMS, INC, ADDRESS 2615 STR❑ZIER AVE, EL M❑NTE, CA 91733 TEL (626) 401 -2627 FAX (626) 442 -0839 CONTACT MIKE GAN ELECY, CONDUIT --�, _ TOP GRADE ;HARGE C7 N 159 WEATHERPROOF CONTROL PANEL POWER SUPPLY CONDUIT 8" PVC DRAIN IN ELEV, 5i•6 -o 4" - SUBDRAINS IN ELEIV, 52,40/ INLET PIPE HIGH WATER ALARM ELEV. 50.70' PUM =P #2 ELEV, 50,20' PUMP #1 ON ELEV. 49,70' PUMPS OFF ELEV, 46.70' LIFTING CHAIN INL_E HINGED & LOCKABLE ALUMINUM ACCESS DOOR UPPER BRACKET(H❑LDING GUIDE RAILS) TOP LID i ELEV 57.53 t� 6" PVC DISCHARGE PIPE ELEV, 54,70' --j 6 0 " --{ SUMP PUMP STATION-SIDE VIEW NOT TO SCALE 4„ PVC GATE /B.ALL VALVE 4„ PVC SWING CHECK VALVE FIBERGLASS REINF❑CED RIDS 4" 1 DISCH, PIPING - PVC SCH #80 1-1/2//1304 STAINLESS STEEL GUIDE RAILS SUMP PUMP STATI ❑N -TOP VIEW NOT TO SCALE MODEL 4SE —L SUBMERSIBLE I'UMP (PLS SEE ATTACHED SUBMIT BOTTOM ELEV, 44,70' QRpFESSlO�y� SAN DIEGUITO WATER DISTRICT COMMUNI Y SERVICES DEPARTMENT LEUCADIA COUNTY WATER DISTRICT BOTTOM OF BASIN MUST HAVE SMOOTH REVIEWED BY. REVIEWED BY REVIEWED BY. No. 37373 TROWELED SURFACE FOR MTG, SUPPORT CASTING fxp•6 Hinged and Lockable Cover Pate ALUMINUM COVER -TOP VIEW NOT TO SCALE DAIE * SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE DATE ��A 0 — -DWG REFOLD RESIDENCE) PARCEL 1 REVISIONS APPROVED DATE R FERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGN BY DRA CHN ECKED BY APPROVALS CITY O E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO. WEN C. WANG, P•E. MIKE GAN WE C. W ANG, P.E. C0AT'S7- CHANG E HORIZONTAL :NOT To SCALE VERDCAL :NOT TO SCALE REVIEWED BY DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 9 R.C.E. NO.: 3737 -3 ENGINEER OF WORK EXP. 6 0 0 RECOMMENDED APPRO BY: BY DATE : S 3 � DATE : _/I,V aS C. z /o� GRADING PLAN FOR: REFOLD RESIDENCE APN: 25�= 040 -70 9 0 5 6 - G DD NEW S HEE% ZA AS avZ�T i -Z90 SHEET 7 OF 8 EQUIPMENT SUPPLIER: MULTI W SYSTEMS, INC, ADDRESS 2615 STROZIER AVE, EL M❑NTE, CA 91733 TEL (626) 401 -2627 FAX (626) 442 -0839 rRNTArT MTKF FAN WEATHERPROOF CONTROL PANEL /-- POWER SUPPLY CONDUIT LIFTING CHAIN 6" PVC DRAIN IN ELEV. 53.18" 4" SUBDRAINS IN ELEV, 53,60/ INLET PIPE 129" HIGH WATER 'ALARM ELEV, 5265' PUMP #2 ELEV. 52,15' PUMP #1 ON ELEV. 51,65' PUMPS OFF ELEV, 49,15' TOP GRADE HINGED & LOCKABLE ALUMINUM ACCESS DOOR UPPER BRACKET(HOLDING GUIDE RAILS) TOP LID ELEV, 5-7.30 6" PVC DISCHARGE PIPE ELEV. 55,15' U 4„ PVC GATE /BALL VALVE 4„ PVC SWING CHECK VALVE ,�— FIBERGLASS REINFORCED RIDS 4° 1 DISCH, PIPING PVC SCH #80 ELEC CONDUIT (2) INLE SUMS PUMP STATI ❑N -TAP VIEW NOT TO SCALE 1 -1/2" 304 STAINLESS STEEL GUIDE RAILS MODEL 4SE —L SUBMERSIBLE PUMP (PLS SEE ATTACHED SUBMIT- BOTTOM ELEV. 47,15' �HARGE Hinged and Lockable Cover Pate ),LUMINUM COVER -TOP VIEW NOT TO SCALE { DWG - REFOLD RESIDENCE, PARCEL 2 CITY _ OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FOR. REFOLD RESIDENCE 9058 - G LPN: 254 - 040 -10 SHEET 8 OF 8 cn 1-00 _ 60// SUMP PUMP STATI ❑N -SIDE VIEW NOT TO SCALE ESSipy9 SAN OIEGUITO WATER DISTRICT COMMUNI Y SERVICES DEPARTMENT LEUCADIA COUNTY WATER DISTRICT Quo �NUNN y,ZF2 q2� BOTTOM ❑ F BASIN MUST HAVE SMOOTH REVEWED BY.- REVIEWED BY. REVIEWED BY. r N0.37373 � ExD•tL�� TROWELED SURFACE FOR MTG, SUPPORT CASTINb qtf DATE DATE DATE OF ' SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE R FERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGN BY WEN C. WANG, P.E. DRAWN CHECKED 8Y APPROVALS G 0 C IAN [ 1= CAT t MIKE GAN WEN C. WANG, P.E. E A NEW SHEET 2.f1 HORIZONTAL :NOT T� SCALE REVIEWED BY. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED. APPRO QS BUrL r s on J401 ��2 . VERTICAL :NOT TO SCALE DATE DATE ENGINEER OF WORK R.C.E. N0.: 3732,3 BY EXP. v6 DATE: 5'/ jPt) S @Y • �i DATE —14U �HARGE Hinged and Lockable Cover Pate ),LUMINUM COVER -TOP VIEW NOT TO SCALE { DWG - REFOLD RESIDENCE, PARCEL 2 CITY _ OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FOR. REFOLD RESIDENCE 9058 - G LPN: 254 - 040 -10 SHEET 8 OF 8 cn