The URL can be used to link to this page

2016-13053 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. TT, 7 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 TITLED 'FILE NO. 1147B6 -16 SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE 307 LA MESA AVENUE CITY OF ENCINITAS" PREPARED BY SOIL TESTERS, DATED APRIL 12, 2016. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 730 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 46 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.13053 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 15. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DDALZELL AT (858) 922 -8547, 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. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /.IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF. FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET,AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER' OLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO A ROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQ ATE�'G_ROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST`SLOPE"TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.I 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPIBMP. 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. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -28. fay a:iwccr yr:?y� IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 839 SF IMPERVIOUS AREA AFTER CONSTRUCTION.' 2,556 SF INCREASE IN IMPERVIOUS AREA: 1,719 SF IMPERVIOUS AREA REPLACED.' 839 SF ��ri':' L." L��aaa 'Iiltiti'dLrt'a ►: "t'�c'I�.`;iit 'L• "�A Astoxt-.`.II ;I, t,, uwjg2ul � 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. t 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 =* D MATIERIAES-9WL-L-BETUNIAINLU IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SSHpAL�LL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL S�bFtMWATERCFRDF4 STOCKPILESE' �PT ON-SITE. STOCKPILES MAY INCLUDEMSOIL�PARIN6 POLLUTION OF CONCRETE, - AGGREGATE BASE ET STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED 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. BERMSIDIKES 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 STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. 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 CONTRACTORS 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 - CSD - (760)- 633 -2770 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA MAXIMUM VERTICAL DEPTH OF CUT = 3.51 (OUTSIDE OF STRUCTURE) MAXIMUM VERTICAL DEPTH OF FILL = 1' (OUTSIDE OF STRUCTURE) CUT = 125 C.Y. (OUTSIDE OF STRUCTURE) FILL = 10 C.Y. (OUTSIDE OF STRUCTURE) CUT = 275 C.Y. (INSIDE OF STRUCTURE) EXPORT = 390 C.Y. REMEDIAL = 110 C.Y. OWNER DG PROPERTIES FUND LLC 262 VIA DEL CERRITO ENCINITAS, CA 92024 SITE ADDRESS 307 LA MESA AVENUE ENCINITAS, CA 92024 APN.' 250- 293 -50 ABBREVIATED LEGAL DESCRIPTION PORTION OF LOTS 23 & 24 IN BLOCK J OF SEASIDE GARDENS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1800 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 6, 1924. AVE PROJECT SITE PACIFIC OCEAN VICINITY MAP NOT TO SCALE OWNERS 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 STABILITY OF 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, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN TH PRIVATE ROPERTY OR PUBLIC EASEMENTS. SIGNATURE' �- _ -� DATE.' /- DG -P#1(3 ERTIES U LC 262 VIA DEL CERRITO ENCINITAS, CA 92024 tr ❑ - ��: � _Ia I, ____________________ 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 _________ AND FOR AN UPDATE ON ----------- 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. (f x4_7_ �C�Gc� -2-10-1-7 CHIN C. CHEN DATE CEG ND.: 34442 EXP. DATE: 9130117 SOIL TESTERS P.O. BOX 1195 LAKESIDE, CA 92040 (619) 433 -0060 FILE # 114786 -16 y 1' Flo. C 034az-- Vxo. %_ -?o -/_7 ... STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE ORPROFESSION. 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 DETERMINATIO 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 PE BY E� ENGI SIGNATURE J DATE' ZZ►g• I7I7 BRIAN MICHAEL ARDOLINO Q�OEESSjpN PASCO LARET SUITER & ASSOCIATES p CHAEL �{ 535 N. HIGHWAY 101 SOLANA BEACH, CA 92074 (858)259 -8212 ti z z N 71651 RCE EXPIRES: 12 -31 -17 U.1 mExp� 12/31/17 r BMP PROJECT STATUS I FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT /Z•2o ib' Z SIG DATE SIGN DATE DATE SIGN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. �rjgll��EV __ -/ -/%_ DESCRIPTION- __PT. 1023 134WCCS2 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: AS y j miw 4 /t*6. -_ 04M =23,/S LOCATION MEDIAN ISLAND OF LEUCAOIA BLVD 141 - r FT +/- WESTERLY LT TUFM! ISLAPD HORIZONTAL: N/A LI Itll n DATE: lM M. /0 _ �_ 307 LA MESA AVENUE 13053 G GORE NOSE_ AT QUAIL_ GARDENS DR-�� MASIH AHER EDWARD W. DEANE If VERTICAL: N/A BRIAN MICHAEL RDOLINO DATE DG PROPERTIES FUND LLC RECORD FROM ROS 18416 - _.__ _- -- - -- R.C.E. No.: __.72651 APN: 2.-293 -50 - -- _ - - ELEVATION' _ 320,417 ___ /S /� BR AN MICHAE LINO 12 -31 -17 - DATUM.' NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER EXP.: DATE 3/ 3 / I __ DATE 3 9'17 PLANNING CASE NO.' 16 -095 CDP SHEET 2 OF 8 N / X r.. r / / �• r r- / • rr r r r / � r r / I r -•• / r r -• r � r ••I•r4� I r'• / t : 'r r a• / ■ • m I�� I r, r r r •r 1- r r,, rti / •I a !s. r/ •r• I ►L � «t F /• r r I / ►•, r c•• tI ,•r¢ 1 � a► r• r a• itwwily,# All Oil r r tom• /. • a I titi r •/ r• i. ' / .r �7/ / •.ra / ,/ ere • / ► / J � J F ra1 :I I.• f• T�9r •;aa• • -:r P�9 / r• TOTAL LANPSCAPE AREA 42AX0.6246 = 3,13q ETO i I F TO 5U FL 57 1 59.9 FG 59.0 CROSS SECTION B NTS I Ti. SGT. FL 57 .� Cr *.' pe K58.6C .PRO (i DSTALL 4" SEWER LATERAL PER WAS SS-01 DISTRICT TO INSTALL 1" WATER SERVICE & DUAL METER PER WAS NS-09 AT OWNERS EXPENSE fiW 5 9 JAM W S- x FS FS (58 .) DIRIGATION AIV PVT. ---"- , LANDSCAPING TO BE W RMA MAINTADVI =D BY HOMEOWNER PLANS PREPARED UNDER SUPERVISION OF f DATE: Z•ILJ•1-1 R.C.E. NO.: 71651 BRIAN MICHAEL A INO EXP.: 12 -31 -17 FEcomm NOED: / AA.-M /-- MASIH MAFER DATE 3 /3 I _3L- IN PEf>PETt1ITY � EFfi4 __4.1$•Io HAEL ARDOLINO DATE !x� 2Dll 02! SENIOR ENGINEER REC I j n 11 �� WALL f� Ex C&S 25' 3' Vzl,a X APPROX. LOCATION E X. 6" AC WATER MA .TN I - PER WO -66 -1 EX WM PROMtT IN I 1 APPROX. LOCATION OF I EX. B" VCP SEWER MAIN, i i� I I C�58 G 57 7 0 X58 2 • .. rA � •.I r r • «: BUD-ODE • I r �..�:1�' k r —C�a •r -t .�I rr - _ d C 0313 OF /P S IlLy FS �.. I F s r fib ± I ► . OW / , BASEWNT BELOW r / mwi + 5 FS 52 .:tea -r. "1�• �9 �� % c� • 2 �� il�•r9Z� ,• / • ®. • s 1 I�1 ® o ff _ r To 61.4 IE 60.4 IP 1 l ;:��.r ��t'r� P ., / I ;11,1 .:.nv� en s r " -,r W � � ®�A14 �� ° / i ! � �• , �e . a - •c 1 r _r I ` ��L tEA _ .� 6 0 I w .r F ter. r, REMOVE EX ALLEY PA VIM 1 POP LOTS 23 24 PROPOSED ! DEPTH RLL WIDTH 4" AC SE: / « ' ► r 'l:;t t 3 F °I EX. SIDEWALK EX. LANDSCAPE JIM !9Efrall 9r 2111 LA MESA AVE - tP 4_ NTS CHANGE NO. DESCRIPTION APPROVED I DATE I BENCHMARK S �_ - DESCRIPTION.' PT. 1023 134WCCS2 gyj(,T: po IS C( IK y j,3 LOCATION, MEDIAN ISLAND OF LEUDADIA & FT +/- hESTE R-Y OF LT T(AN I D FROX R TION nFaVa r�sE� w4 , SCALE HORIZONTAL: N/A VERTICAL: N/A WEST { �jEAST PROPERTY � I LINE I 7.5' 7,5' M 2% �--1 , ...R ► VOID FILLER - 1/8" TO 318" (NOO PAVER WITH 318- VOID BY AGGRE'GATE IN VOIDS ORGO • APPROVED F / * a/ COARSE 6" X 16" PCC FLLGH CLM OR ►a • ► . , / /• , �,'r: " ALLEY - TYPICAL SECTION NTS L"m �� F r. / • �: « ► MlN 6" THICK OF .�. FOR k •8 O FffE APPARATUS 1 IF APPLICABLE LOADING PAVER SOIL ► NTS /,AS-BUILT Ut5ltiiVtU tsr: UMAWry tlT: l Y1tlMA cv: ENGINEERING DIVISION APPROVALS RMA PLANS PREPARED UNDER SUPERVISION OF f DATE: Z•ILJ•1-1 R.C.E. NO.: 71651 BRIAN MICHAEL A INO EXP.: 12 -31 -17 FEcomm NOED: / AA.-M /-- MASIH MAFER DATE 3 /3 I _3L- APPROVED: Ki .«*-t 2 EDWARD W. ANE 11 DATE .� % • / % __4.1$•Io HAEL ARDOLINO DATE INSPECTOR SENIOR ENGINEER LEGM PROPERTY LINE NEIGHBORING PROPERTY LINE NEW LOT LINE PROPOSED CONTOL43S EXISTING CONTOLRS EXISTING EASEMENT EXISTING EDGE OF PAVEMENT CENTERLINE DRAINAGE DIRECTION FLOW -DE BUILDING FOOTPRINT 4" PVC STORCRAIN PIPE RETAINING WALL PER PLAN PCC PAVING PERVIOUS PAVER FENCE PER LANDSCAPE 4" AC OVER CLASS II 6" BASE MIN TRENCH RESURFACING 6" PCC CUTOFF WALL WITH COBBLE SHORING � � li.�JUi► Sar1r Pu_ CURS `\� TOLLS PPLiANTOTS FOR ovt'r0, FW 6J WELL- DRAINED SOILS OR W C'sft CITY APPROVED EQUIV. 2" HARDWOOD MLLCH COVER OR CITY / APPROVED EQUIVALENT y $6- ENGINEERED SOIL SEE NOTE BELOW 2" OIL 318" GRAVEL I 6" OF 3/4" GRAVEL SEE NOTE BELOW # BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP 'SANDY LOAM" SOIL MIX WITH ND MORE THAN 5% CLAY CONTENT. ThE MIX SHALL CONTAIN 50-M SANS 20-30% COMPOST OR HAFDWOORO MLLCH, AND 20 -.30% TOPSOIL, FREE OF STOdE$ STLffl ROOTS OR SIMILAR O&.ECTS AND ALSO FREE OF NOXIOUS WEEDS. mm 314" CRt&a ROCK LAYER SHALL BE A MINXX OF 6" BUT MAY BE DEEPEAED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF TIE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SLWAIE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT ALL BIOFETENTION PLANTERS TO BE DEPRESS AT LEAST 1" BELOW AWACEirNT FINISHED SURFACE BIORETENTION DETAIL - SECTION "B" NTS 5' MIN BUILDING WALL REFER TO ARCH. DRAWING SHEET 4 DETAIL 2 CROSS SECTION A GRAPHIC SCALE 1"=20' NTS 0 20 40 60 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. GRADING PLAN FOR: 307 LA MESA AVENUE 13 053 -G DG PROPERTIES FUND LLC APN: 25&'- 293 -5C PLANNING CASE ND: 16 -095 COP SHEET 2 OF 8 PLEA 2498 LOT 2 T FL -57 BL OCK { w. MAP 180p ai j SILT FENCE PER DETAIL 94-D 1; THIS SHEET AT f. (TYP} -- - J \F' ; LOT 20 c { BLOCK J f ='- �=--- HJ:.71- _43 -7._E MAP 1800 p a� - -mot •tom 2u(, t2 ' ./job- ---------------- - - --- - -- =- ;V[8�i - - -- - - -- x625 i! . POR LOTS P3 & 24 DQ). 2024- 0148313 4,0)5.05 s.f. ` Y ° AVEL BAG INLET PROTECTION PER DETAIL THIS SHEET (TYP) * i' ( M64 ° I yy S Vi }� I; i� E4.b {.. i d[a a <Y ...... x- . - - - -: I i f 18 °10 9 -. 'W I, i j y m I I �I 45 POP LOTH 23 & 24 y. I i 7' gI � �i �VV � F. I 1t3`3.i38' ° 1 71'9116' E 20.15'- ' I 1l'` }� f ' > sJ 3 ' 1U 0 i "VF 9 EL eA� LET PROTECTION PER NAIL IS SHEET (TYP) �l. g, EROSION CONTROL PLAN SCALE: 1 " =10' LOT 22 BLOCK J MAP 1800 N -18 NOTE CONTRACTOR TO MODIFIY CONSRUL'TION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE LEGM HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A • GRAVEL BAGS PER DETAIL B o00000000 SILT FENCE PER DETAIL C X X- '► _,H t ,►/ 1 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCAOIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF 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. B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2 -INCH HIGH 'S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATIONS SHALL BE REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWING S -32 TYPE II REPAIR. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AN PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTINGWYES INTO AN EXISTING SEWER. 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MIST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPCSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING (S). THE REPAIR CODLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE CODLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ADJACENT P aggITY DISC NOTE RUNOFF TWO LAYERS OF GRAVEL BAGS ALONG THE LINE OF POSTS. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. WITH ENDS OVERLAPPED IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. GAP BETWEEN BAGS ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY ACTS AS SPILLWAY �, ��j � - AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. DETAIL B: GRAVEL BAGS � � `� �� AMITM ML W70 NOT TO SCALE _� �-- 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. ~ A 4 IN (10 CM) SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MIST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT J ° a ° ° ° ®° ° WIDTH AS REQUIRED 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR ° ° 4 ° ° ° TO ACCOMODATE THE WIRE FENCE AND EXTEND IT STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT Q ° 8 ° , ° ° ANTICIPATED TRAFFIC 3/4" MIN COARSE EXCAVATED SOIL. OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. ° INTO THE TRENCH. ° °° ° ° ° AGGREGATE 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA 'A °d ° °° FIL TER I� QPOFESSjONq MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, ° FABRIC ( I ( I ( Q QUO�Z�NAE_ Q9 ROOF DRAIN, DRIVEWAY, AND STREET. ° ° °� ° ° '4 ° ° ° ORIGINAL (( I I)II ' INI ( ( FILTER FABRIC I l� �' �� GRADE I tiQ <� Z 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY A ° °° ° °° I !j WIRE _ w m No. 71651 o m HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC DES. rm91A RADIUS LZ °4° ° ° /� i _ _ Exp. 12/31/17 a 2006 -27. • 20' MIN � '{� W" GRAPHIC SCALE 1 " =20' 1.1 ' MIN., UNLESS OTHERWISE OFICA�ZF� DETAIL A: CONS 7R UCTION ENTRANCE SPECIFIED BY A SOILS ENGINEER DETAIL C. SILT FENCE 0 20 40 60 NOT TO SCALE SECTION A -A NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE S -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. HMA - -- CMG AI_ _ Y L3 �_ DESCRIPTION• -, - PT_ 1023 134WCCS2 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: LOCATION. MEDIAN ISLAND OF LEIFADIA BLVD 141 , - -- - FT +/- WESTERLY OF LT TURN ISLAND HORIZONTAL N/A _ -- - -- ___ -- GORE NOSE AT QUAIL GARMNS DR ��'18 �, DATE* �.I�.I� /1/1. it�l -- f�s' - - - -- - 307 LA MESA AVENUE RECORD FROM: _ ROS 18416 VERTICAL: N/A BRIAN MICHAEL ARDOLINO DATE R.C.E. NO.: 71651 MASTIHM�HER EDWARD W. DEANE II DG PROPERTIES FUND LLC 13O53 -G -_ -_ ANN: 250'- 293 -50 ELEVATION 320.417' 4•K•r BA N MICHAEL A IMO 12 -31 -17 - - - -_ - - DATUM: NAVD88 EXP.: DATE 3!3/ I7 __ DATES • 9• /7 PLANNING CASE NQ 16 -095 CDP SHEET 3 OF 8 REVIEWER INSPECTOR SENIOR ENGINEER RIGHT-OF-WAY---/-' F 61 RIGHT -OF -WAYS N 71051'16" E 219.15' MARCHETA STREET CAUTION!!! EXISTING OVERHEAD POWER LINES below. Know what's Call before you dig. DIG ALERTH TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 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 IMPROVEMENT TEMPORARY SOLDIER BEAM TEMPORARY TIMBER LAGGING SOLDIER BEAM COUNT DETAIL /SECTION CALLOUTS 3x12 DF #2 TIMBER LAGGING STRUCTURAL DESIGN OF TEMPORARY SHORING REQUIRED AND APPROVED BY ESGIL CORP. UNDER PC# 14-271Y SYMBOL I 0 X SHX I 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED Y: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RPR I TJR RPR DESCRIPTION: PT. 1023 134WCCS2 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: TEMPORARY SHORING PLAN FOR: LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 t / 307 LA MESA AVENUE FT+ - IhESTERLY OF LT TURN ISLAND HORIZONTAL: 1 =8 ( 1�.1$.�a DATE: 12 -12 -16 _�/). �ljf GORE NOSE AT QUAIL GARDENS DR MASIH MAHER EDWARD W. 'DEANE 11 DG PROPERTIES FUND LLC 13053 -G RECORD FROM ROS 18416 VERTICAL: 1'--8' 8 $ � � 9�1 DATE R.C.E. NO.: 80503 ELEVATION: 320.417 fl 4 �s ROY P. REED 3 -31 -17 APN: 256- 293 -5p DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER EXP.: DATE DATE 3. 9 • /7 PLANNING CASE NO: 16 -095 CDP SHEET 4 OF 8 �A f 'r�wp9 iI Ae` wREMAI� , -v' I1t ' c: e` .. $.mss r_ fr RIGHT -OF -WAYS N 71051'16" E 219.15' MARCHETA STREET CAUTION!!! EXISTING OVERHEAD POWER LINES below. Know what's Call before you dig. DIG ALERTH TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/ EXCAVATION PERMIT NO -- _ _ _ _ _ _ _ _ LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING IMPROVEMENT TEMPORARY SOLDIER BEAM TEMPORARY TIMBER LAGGING SOLDIER BEAM COUNT DETAIL /SECTION CALLOUTS 3x12 DF #2 TIMBER LAGGING STRUCTURAL DESIGN OF TEMPORARY SHORING REQUIRED AND APPROVED BY ESGIL CORP. UNDER PC# 14-271Y SYMBOL I 0 X SHX I 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED Y: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RPR I TJR RPR DESCRIPTION: PT. 1023 134WCCS2 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: TEMPORARY SHORING PLAN FOR: LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 t / 307 LA MESA AVENUE FT+ - IhESTERLY OF LT TURN ISLAND HORIZONTAL: 1 =8 ( 1�.1$.�a DATE: 12 -12 -16 _�/). �ljf GORE NOSE AT QUAIL GARDENS DR MASIH MAHER EDWARD W. 'DEANE 11 DG PROPERTIES FUND LLC 13053 -G RECORD FROM ROS 18416 VERTICAL: 1'--8' 8 $ � � 9�1 DATE R.C.E. NO.: 80503 ELEVATION: 320.417 fl 4 �s ROY P. REED 3 -31 -17 APN: 256- 293 -5p DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER EXP.: DATE DATE 3. 9 • /7 PLANNING CASE NO: 16 -095 CDP SHEET 4 OF 8 �A 60.00' 50.09 NOTES: EXISTING GRADE (P) SITE WALL (APPROXIMATE PROFILE, SEE CIVIL DWGS.) FINISH GRADE L -J . ... ... 1 T.0 .W 7 1' 1- -62.00 . T.OW.--='6'-2-'.00'- o' . .... .... - --------- - ---- L a 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH7 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. EMBEDMENT DEPTH "D", SHOWN IN ELEVATION, IS SCHEMATIC ONLY. SEE SCHEDULE ON SHEET SH4, FOR ACTUAL TOE DEPTH. facl 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 1 CHANGE N0.1 DESCRIPTION 6 SPACES @ 8'-0" O.C. = 48'-0" SB#8 PROFILE - LOOKING SOUTH SCALE: 1" = 4' (E) 2-STORY BUILDING 7 Z 4 C PROPOSED BASEMENT wols A- l/v 1 H-1V TEMPORARY SLOPE-//� (BY OTHERS, TYPICAL) V j APPROVED DATE 4, J AS--QUILT 4 B.O.W. 50.00' D CHECKED BY:— B.O.W. 50.00' RPR '7 RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 FT+I- WESTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: OS 18416 ELEVA 77ON: 9-20.417' DATUM: NA VD88 HORIZONTAL: 1'--4' VERTICAL: 1"--4' PLANS PREPARED UNDER SUPERVISION OF DATE: 12-12-16 R.C.E. NO.: 80503 ROY P. REED 3-31-17 EXP.: RECOMMENDED- APPROVED: M MASIH MAHER EDWARD W. DEANE I/ DA TE_41ALl DATE 3-9-17 _j_ ol 5AwJ 9f 4 5 -1� hwl i REVIEWER 1-4 I SENIOR ENGINEER SB#14 PROFILE - LOOKING SOUTH SCALE: 1" = 4' (E) 2-STORY BUILDING 7 Z 4 C PROPOSED BASEMENT wols A- l/v 1 H-1V TEMPORARY SLOPE-//� (BY OTHERS, TYPICAL) V j APPROVED DATE BENCHMARK i J AS--QUILT SIGNED U 1: D CHECKED BY:— ENGINEERING DIVISION APPROVALS RPR I TJR RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 FT+I- WESTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: OS 18416 ELEVA 77ON: 9-20.417' DATUM: NA VD88 HORIZONTAL: 1'--4' VERTICAL: 1"--4' PLANS PREPARED UNDER SUPERVISION OF DATE: 12-12-16 R.C.E. NO.: 80503 ROY P. REED 3-31-17 EXP.: RECOMMENDED- APPROVED: M MASIH MAHER EDWARD W. DEANE I/ DA TE_41ALl DATE 3-9-17 _j_ ol 5AwJ 9f 4 5 -1� hwl i REVIEWER 1-4 I SENIOR ENGINEER kk % p o �V7 p (P) SITE WALL (SEE I CVIL DRAWINGS) SB#9 SB#10 SB#1 1 SB#12 SB#1 3 PROFILE - LOOKING SOUTH SCALE: 1" = 4' (E) 2-STORY BUILDING 7 Z 4 C PROPOSED BASEMENT wols A- l/v 1 H-1V TEMPORARY SLOPE-//� (BY OTHERS, TYPICAL) V j APPROVED DATE BENCHMARK i J AS--QUILT SIGNED U 1: 1 DRAWN BY: CHECKED BY:— ENGINEERING DIVISION APPROVALS RPR I TJR RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 FT+I- WESTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: OS 18416 ELEVA 77ON: 9-20.417' DATUM: NA VD88 HORIZONTAL: 1'--4' VERTICAL: 1"--4' PLANS PREPARED UNDER SUPERVISION OF DATE: 12-12-16 R.C.E. NO.: 80503 ROY P. REED 3-31-17 EXP.: RECOMMENDED- APPROVED: M MASIH MAHER EDWARD W. DEANE I/ DA TE_41ALl DATE 3-9-17 _j_ R&Y-P--ASfVJC%Ffl p00%';�b DATE 5AwJ 9f 4 5 -1� hwl i REVIEWER 1-4 I SENIOR ENGINEER kk J p o �V7 p (P) SITE WALL (SEE I CVIL DRAWINGS) v 7w PROFILE - LOOKING SOUTH SCALE: 1" = 4' (E) 2-STORY BUILDING 7 Z 4 C PROPOSED BASEMENT wols A- l/v 1 H-1V TEMPORARY SLOPE-//� (BY OTHERS, TYPICAL) V j APPROVED DATE BENCHMARK i SCALE AS--QUILT SIGNED U 1: 1 DRAWN BY: CHECKED BY:— ENGINEERING DIVISION APPROVALS RPR I TJR RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 FT+I- WESTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: OS 18416 ELEVA 77ON: 9-20.417' DATUM: NA VD88 HORIZONTAL: 1'--4' VERTICAL: 1"--4' PLANS PREPARED UNDER SUPERVISION OF DATE: 12-12-16 R.C.E. NO.: 80503 ROY P. REED 3-31-17 EXP.: RECOMMENDED- APPROVED: M MASIH MAHER EDWARD W. DEANE I/ DA TE_41ALl DATE 3-9-17 _j_ R&Y-P--ASfVJC%Ffl p00%';�b DATE 5AwJ 9f 4 5 -1� hwl i REVIEWER 1-4 I SENIOR ENGINEER kk J p o �V7 PROFILE - LOOKING SOUTH SCALE: 1" = 4' (E) 2-STORY BUILDING 7 Z 4 C PROPOSED BASEMENT wols A- l/v 1 H-1V TEMPORARY SLOPE-//� (BY OTHERS, TYPICAL) V j APPROVED DATE BENCHMARK i SCALE AS--QUILT SIGNED U 1: 1 DRAWN BY: CHECKED BY:— ENGINEERING DIVISION APPROVALS RPR I TJR RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 FT+I- WESTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: OS 18416 ELEVA 77ON: 9-20.417' DATUM: NA VD88 HORIZONTAL: 1'--4' VERTICAL: 1"--4' PLANS PREPARED UNDER SUPERVISION OF DATE: 12-12-16 R.C.E. NO.: 80503 ROY P. REED 3-31-17 EXP.: RECOMMENDED- APPROVED: M MASIH MAHER EDWARD W. DEANE I/ DA TE_41ALl DATE 3-9-17 _j_ R&Y-P--ASfVJC%Ffl p00%';�b DATE 5AwJ 9f 4 5 -1� i REVIEWER I INSPECTOR I SENIOR ENGINEER kk (E) SIDEWALK It CURB SITE WALL (SEE ARCH. DWGS.) 5 RIGHT-OF-WAY 7 3 f'2 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND LLC APN: 256-293-50 PLANNING CASE NO: 16-095 CDP 60.00' --o 7j 50.00' DRAWING NO. 13053-G SHEET 6 OF 8 4 C!Cjh �-j (E) SIDEWALK It CURB SITE WALL (SEE ARCH. DWGS.) 5 RIGHT-OF-WAY 7 3 f'2 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND LLC APN: 256-293-50 PLANNING CASE NO: 16-095 CDP 60.00' --o 7j 50.00' DRAWING NO. 13053-G SHEET 6 OF 8 SAFETY CABLE RAILING, PER CAL-OHSA REQUIREMENTS (TYP,, AROUND ENTIRE SHORED PERIMETER, SEE 4/SH7) in NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SH7 FOR SOLDIER BEAM ATTRIBUTES. TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.) N.T.S. SOLDIER BEAM SCHEDULE From I To Beam Beam Beam Qty Maximum Beam, Shored .. . . ...... . Section Height i .... ..... .. . H Toe Total Depth y Drill Depth D H+D Toe i Dshaft 1 2" DATE BENCHMARK SCALE ft DESI GN ED BY. ft ft in CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 1 EACH SOLDIER BEAM MEMBER W 12 x 26 I 5.0 ..... -- - ------- 10.0 1 15.0 24 'PLANS PREPARED UNDER SUPERVISION OF DATE: 12-12-16 R. C. E. NO.: 8 0503 ROY P. REED EXP.: 3-31-17 RECOMMENDED: APPROVED: /IA. Z =_ !:� - ? MASIH MAHER EDWARD W. LIEANE I/ DATE / I J_ DA TE5-9-17 TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND L L C APN: 256-293-50 PLANNING CASE NO: 16-095 CDP 13053-G (SEE ELEVATION) 21 2 6 1 5 W18x50 12.0 TIMBER LAGGING 18.0 30.0 24 7 7 1 W12x26 5.0 10.0 15.0 1 24 REVIEWER INSPECTOR I SENIOR ENGINEER ALONG ENTIRE SHORING 21 PERIMETER (TYP.) 8 8 1 W12x26 f 5.0 10.0 15.0 24 9 13 5 W18x50 1 12.0 1 18.0 j 300 24 14 14 1 1 W12x26 1 5.0 10.0 1 15.0 24 1/4 L 4" TIMBER LAGGING L...... (SEE ELEVATION) SOLDIER BEAM, TYP. N 5103wffiffi ME,, SEE ELEVATION FOR SPACING FILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) .... ...... . . . . . . . . . . . . . . J \\\-TIMBER LAGGING \\_20d COMMON NAIL FOR LAGGING 1.5" (MIN.) (SEE ELEVATIONS) BEARING INSTALLATION (TYP., AS REQD) NOTE: NAILS MAY BE REMOVED FOR WATERPROOFING ONCE FINAL EXCAVATED GRADES (B.O.W.) ARE ACHIEVED. SOLDIER BEAM PLAN DETAIL (TYPICAL) N.T.S. NCS SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 CHANGE NO. 1 2" DATE BENCHMARK SCALE AS-BUILT DESI GN ED BY. L2x2x3/8 ANGLE IRON ATOP CHECKED BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RPR TJR EACH SOLDIER BEAM MEMBER TIMBER LAGGING HORIZONTAL: N.T.S. IV VERTICAL: N. T. S. 'PLANS PREPARED UNDER SUPERVISION OF DATE: 12-12-16 R. C. E. NO.: 8 0503 ROY P. REED EXP.: 3-31-17 RECOMMENDED: APPROVED: /IA. Z =_ !:� - ? MASIH MAHER EDWARD W. LIEANE I/ DATE / I J_ DA TE5-9-17 TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND L L C APN: 256-293-50 PLANNING CASE NO: 16-095 CDP 13053-G (SEE ELEVATION) 21 TIMBER LAGGING Sc%;�k �,DtA;r4q DA TE SOLDIER BEAM 3/8-inch WIRE (SEE ELEVATION) SHEET 7 OF 8 0 ROPE REVIEWER INSPECTOR I SENIOR ENGINEER ALONG ENTIRE SHORING 21 PERIMETER (TYP.) BOTH SIDES 1/4 L 4" TIMBER LAGGING (SEE ELEVATION) SOLDIER BEAM, TYP. (SEE SCHEDULE) DRILL SHAFT (SEE BEAM 20d COMMON NAIL FOR LAGGING SECTIONS FOR BACKFILL INSTALLATION (4 PER BOARD) MATERIAL) TIMBER LAGGING DIAGONAL SUPPORT DETAIL 4 CAL-OSHA GUARDRAIL DETAIL �SH7) N.T.S. SH7) N.T.S. SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT DESI GN ED BY. DRAWN BY: CHECKED BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RPR TJR I RPR DESCRIPTION: PT 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 FT+/- WESTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS RECORD FROM: 4 6 ELEVATION: 90_2SO.-4871 1 DATUM: NA VD88 1 2 HORIZONTAL: N.T.S. IV VERTICAL: N. T. S. 'PLANS PREPARED UNDER SUPERVISION OF DATE: 12-12-16 R. C. E. NO.: 8 0503 ROY P. REED EXP.: 3-31-17 RECOMMENDED: APPROVED: /IA. Z =_ !:� - ? MASIH MAHER EDWARD W. LIEANE I/ DATE / I J_ DA TE5-9-17 TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND L L C APN: 256-293-50 PLANNING CASE NO: 16-095 CDP 13053-G Sc%;�k �,DtA;r4q DA TE SHEET 7 OF 8 REVIEWER INSPECTOR I SENIOR ENGINEER GENERAL NOTES 1 . CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2013 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 LOADS SUCH AS CRANES OR CONCRETE TRUCKS IS PROHIBITED WITHIN 10 FEET OF THE TOP OF EXCAVATION EXCEPT WHERE THE SHORING DESIGN PROVIDES FOR THE PROPOSED STRUCTURE. 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 GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS PRIOR TO INSTALLATION. 13. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 14. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 15. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 16. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW 8t APPROVE THE SHORING PLANS PRIOR TO INSTALLATION. 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 8t DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AJD DIAMTERS SHOWN. ALLOWABLE PLACEMENT TOLLERANCE 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 NECESARRY, 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 STRUCTURAL STEEL 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. STRUCTURAL Et LEAN CONCRETE A. STRUCTURAL CONCRETE (ALTERANTE TOE BACKFILL): 1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500PSI AT 28 -DAYS. 2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O10CBC 1905.3 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 SACK 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 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. 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 APPROPIATE. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1 -INCH. IF THE TOAL CUMMULATIVE 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 AfTIONS (AS NECESARRY). STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix DESCRIPTION X 1904.2.2 2. Inspection of concrete placement for X AS -B T utswNty ti Y: proper application techniques. cHtcl�ku ti Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT 3. Material verification of structural steel RPR TJR RPR a. For structural steel, identification X markings to conform to AISC 360. HORIZONTAL: N.T.S. VERTICAL: N.T.S. o �'�e'�$ PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 - R.C.E. NO.: 80503 ROY P. REED 3 -31 -17 EXP.: b. Manufacturer's report TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE D G PROPERTIES FUND LLC APN: 25%- 293 -50 PLANNING CASE N0: 16 -095 CDP X 4. Inspection of welding 1704.3.1 a. Multipass fillet welds X 2303.1.8.1 5. Material identification of timber P(7 REED I�► htpCOP00 DATE a. Identification of preservative X VERIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and REVIEWER maintain complete and accurate SENIOR ENGINEER SHEET 8 OF 8 records for each element. 7. Verify placement locations and plumbness, confirm element diameters, lengths, embedment into bedrock (if applicable). Record concrete and grout values. 8. Verify excavations are extended to the proper depth. DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: A. SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE 307 LA MESA AVENUE ENCINITAS, CALIFORNIA PREPARED BY: SOIL TESTERS, DATED: APRIL 12, 2016. 2. SOIL DESIGN PRESSURES A. ALLOWABLE PASSIVE EARTH PRESSURE = 320PSF /FT B. ACTIVE EARTH PRESSURE = 30PSF /FT C. LIVE LOAD = 72PSF (RETAINING WALL SURCHARGE) D. BUILDING SURCHARGE = 4KLF BEARING LOAD = 7KLF LATERAL LOAD SHORING DESIGN GROU 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -B T utswNty ti Y: IJKAJR ti Y: cHtcl�ku ti Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RPR TJR RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 FT+ - WESTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320.417 DATUM: NAVD88 HORIZONTAL: N.T.S. VERTICAL: N.T.S. o �'�e'�$ PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 - R.C.E. NO.: 80503 ROY P. REED 3 -31 -17 EXP.: RECOMMENDED: APPROVED ^^ . A �e MASIH MAHER EDWARD W. EANE II DATE 3!$�� 1 DATE 9• /% TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE D G PROPERTIES FUND LLC APN: 25%- 293 -50 PLANNING CASE N0: 16 -095 CDP 13053 -G P(7 REED I�► htpCOP00 DATE REVIEWER INSPECTOR SENIOR ENGINEER SHEET 8 OF 8