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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. 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. 114786 -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 530 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 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING. "THE GRADING UNDER PERMIT NO,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 CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 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. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORINWATER POLLUTION CONTROL POST CONSTRUCTION BAP /IMO NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 5. 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. Gy1.�1► ?IXe? /Ilfi�." a' 0�'1.'�INri� 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. r 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 STORMWATER POLLUTION CONTROL BAP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FO:-? LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND 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 (750) 633 -2770, NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS - 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 = 35' (OUTSIDE OF STRUCTURE) MAXIMUM VERTICAL DEPTH OF FILL = 1' (OUTSIDE OF STRUCTURE) CUT = 125 C. . (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 307 LA MESA AVENUE ENCINITAS, CA 92024 APN 2540- 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. LA MESA AVE SITE PACIFIC OCEAN VICINITY MAP NOT TO SCALE QW 69 S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND 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 OWNER'S 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 THE,,PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE G- DATE.' DG ERTIES .. U LC 262 VIA DEL CERRITO ENCINITAS, CA 92024 Z ____________________ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLIP 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. CHIN C. CHEN -. DATE CEP NO.: 34442 A 034' EXP. DATE: 9130117 Exn. %'.;o -17 SOIL TESTERS P.O. BOX 1195., F LAKESIDE, CA 92040 (619) 433 -0060 FILE # 1147B6 -16 STATEMENT OF ENGTPEER OF WOW THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE 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 DETERMINATTO 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 ENGI SIGNATURE: DATE' BRIAN M HAEL ARDOLINO QppFESSIr PASCO LARET SUTTER & ASSOCIATES p pHAEL V! 535 N. HIGHWAY 101 ti�� ?�S g9pocCy� SOLANA BEACH, CA 92074 (858)259 -8212 H ¢ �Z z RCE EXPIRES' 12 -31 -17 w m No. 71651 o m m Exp. 12/31417 a BMP PROJECT STATUS FIELD OPERATIONS PLANNING AND BUILDING MoRk M TM� 71 rM, = DATE SI N DATE 7 Z•2o- 6 FE I SIGN DATE p �/C /SIGN DATE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ut�i�wtu nr: uHAwry cr: uhtcKtu er: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RMa ° ��/ ___ __ __ Ste- _ 7_73w -! DESCRIPTION: _ PT__1023 134WCCS2 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: LOCATION' - hEDIA'A ISLAND OF LEUCADIA BOOM FT +/ {ESTERLY OF LT TURN ISLAND HORIZONTAL: N/A G _ _ _ _ _ � DATE _�.�,�. (� _�1 � _ _ - -_ - _ 307 LA MESA AVENUE _ _ -- _- -_- GORE MOSS AT QUAIL GARDENS DR _ - -- - - __ MASI RECORD FROM.' ROS 18416 VERTICAL: ___ N /A_ BRIAN MICHAEL ARDOLINO DATE / R.G.E. NO.: 71651 H AHER EDWARD W. DEANE II DG PROPERTIES FUND LLC ELEVATION 320.417' _ ___ -- APN:25 -293 -50 DATUM: _ NAVDBS BR AN MICHAE LINO EXP.: _ 12- 31 -17_- DATE _3 /3 I DATE ,3_9• /7- PLANNING CASE N0: 16 -095 CDP SHEET 1 OF 8 REVIEWER INSPECTOR SENIOR ENGINEER - -/ PLSA 2498 • Tr t• �• r at ••r/ r ! I I I I J L r !•a•• r L •r r rr • r: •r i r r =� f t F '1 I I 1••• J f • It 1.. ••rr. ■ t r •r / r ! / r r F L 1. •l a f a r •-! ! r! ! - : ! f of :,r • . J a" ••r a r' •'al r a , • r / a •r .• f •� / •• a•rr r Jr •J • r! ••r' r r� n rr ,• v! J r r a• • a• r r / •r f•• ! r ••r ! I r•• / n J• / •t , , �, ! � J, rar t,� •r •• f r t ! l -ar r a r•• ► r te• r• a a, ti r •, TO START OF ANY SUCH NOW. ANY DISTLMANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO 77-E CITY IS GROUIVS FOR A STOP-MORK TO BE ISSUED FOR THE PROJECT 1 t •aI PER41SSION IS OBTAINED. FOE DEPT. r 1. ALL FIRE' APPARATUS ACCESS 94ALL HAVE AN thOUSTRUCTED VERTICAL CLEAFENCE OF NOT a ET 6 INCHES. M ! 2. FIRE ROADS DESIGNED • , MAINTARED TO 9JIPORT ••! !r , KITH AN APPROVED PAYED - . r ! • -. u DRIVING CAPABILITIES. ► I 3. THE GRADIENT FOR A FIT APPRATUS ROADWAY, •.r I EXCEED 20%. Sq4DES EXCEEDING IM (INCLINE OR DECLDC ON FlFE APPARATUS ACCESS ROADS SHALL NOT PER41TTED WrTHOUT MITIGATION. DEEP OO M FINISH PERPE701CULAR TO THE ENTIFE DIFECTION OF TR4VE1, OR EQUIVALENT, TO ENCHANCE TRACTION THE ENTIRE LENGTH OF GRACE. mavJ4ENT NOTE r _ 1 wilt;;.. C IS PER BET-7 AVAILABLE RECORD DFORN4TION. HORIZONTAL / VERTICAL LOCATION OF EXISTING UTILITIES LNKNOW. CONTRACTOR TO FIELD VERFY LOCATION OF N TO ORdERING MATER14LS AND CONSTRUCTION. CONT�ACTOR SHALL NOTIFY ENGDEER OF NOW OF DISQTPANCIES BETWEEN LOCATION f PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. -I % LOT AREA 4,0051 TOTAL AREA 1 ii _RI/ TOTAL LANDSCAPE AREA 42.9xO.62x116 = 3,139 E°TO CHANGE NO DESCRIPTION FS 58.40 TW 59.9 FG 58.30 TC 58.24 I FS 59.0 FL 57.60 NTS 1 C 7;.�tnn INSTALL 4" SEWER LATERAL PER WAS SS -01 DISTRICT TO INSTALL 1' WATER SERVICE 6 DUAL METER PER WAS6.F1 NS-09 AT OWNERS EXPENSE IRRIGATION AND PVT. LANDSCAPING TO BE W MAINTAINED BY HOMEOWNER Q IN PERPETUITY PER EWA DDC•_ 2o17. 002`19c6 N - REC: - : EX CGG 1 3 to f� EX WM PRO1 - I r Ig I 7 � 13 I B FS (58 APPR CX. LOCATIO EX. 8" VCP SEWER Aw -S x TC Xf r 6" PCC CUTOFF WALL GR40E BIGRETENTION BASIN 3" PVC DRAIN PIPE CUTOFF WALL DETAIL NTS { '° GNS�K03hC�11(1 0 { TW 64.7 7W 61.5 ov¢RFLbt w R 1Y • 51.9 • \ T6 BW 62.0 IE 60.1 BLOCK s` =' g � 310 f1 6" PCC CUTOFF WALL r 0 0 G 4- ; PROTE T IN PLACE U_ T IE 59.5 BW 54 5 i IF .4 - � .. MAP 1800 1.30 r _. _ ">alii"' yam,,._ - j a r F 114 7 24 E 400.1 ' ` i COBBLE - 5 WEE PROPOSED 3 `BUILDING T 4 r 61.4F5 .0 " j'� - < RMBOV GUTTER PER • r a .Y n )JOVU-11 a41E 59 i IE 59.9 LIB a 9 7 DETAIL THIS SHEET 3i3 OVERHANG 0 o t � (65 77 a cs - S PLMP PIDSED (TYP) ----- - -= - -- FS 66.7 •24 I; �+ �. SINGLEFAMILY�� i� 643 61.5 RESIDENCE u'v .4 (i 7 r °Y - - -- W1 BW 54.5 FF 62.7 I a 16 ' CHAWEL 58.4)z :''; LIMIT OF BW 62.0 IN TS, 65.8 9.1' L0T ?1 EX SHi O TW 61.5 PAD '61,5 BASEMENT l g TO BE , 3.7' MAX o- BLOCK CK J 59.9 t VED 8W 61.0 n 'SAS , BELOW i Pt�Mi T, MAP :800 559.55 . 7 'x.9 I TW 61.5 TW 62.07 . 2-(; R r, 1 O FS 52 ; A 52.9 Bw 61.5 AHEM c- I �-- GE TO 61A I TG 4 1vvlow1/1 L4. 66.4 FS 66.7 6 IE 60.4 852.9 60A i WALL AD 65.73 -- <66' EX SHED T BE �Eoovm - -- F6 I .0 r ,, �° a 4J RYSI 7�%a h 7_2 6 5 _ BW 63.9 -`�V __ - - -- - - bi.0 ; ' r ict rSzfS, FS 66.7 6 - EX STAIRS TO SUMP 6 f1;EHWED N 71 950 E TN 6d.1 dy 50' F 3f. 1 FD IL6p' /� 8 0 ' TG 6 _..! FD L&D LS 6411 PEA CR 330 Lam, I' IRx Qi.� A N 1 '1 '!30" / 3 PER CR -31026 PROTECT -310 PLACE � -2 MASONRY / PROTECT IN PLACE LOT 22 �ICRVI " r�A WALL I i BLOCK J SUM MAP 1800 PL svQ I FEMOVE EX PAVING ALLEY " _ 1 X4, s POP LOTS 23 6 24 I PRoPoscED PAVING / I FULL DEPTH WIDTH 4" AC , i OVER 6" CLASS II BASE I FS 66.3 FD L&O LS 29577 PER CR -35975 00020i4-01401a CR -31026 CR -11845 PROTECT IN PLACE r 0 FS 65.7 N 7. , t 96 E 215.15' E \ - - -- - FL (652) � I UMMETA STReu EXTEND 3' WIDE RIBBON GUTTER TO EXISTING CROSS BUTTER G' C ' PL EAST 1511 15t 1011 WEST VARIES VARIES PROPERTY 15' EX. CL LINE�1 I STRIPING 1 7.5' 7.5' 1 APPROVED 1 DATE LOCATION: RECORD FR ELEVATION: DATUM.° NA ]MARK 1023 13, INSTALL APPROVED VOID FRLER - 1/8' TO 3IB" MR) PAVER WITH 318- VOID BY APPROVED EQUIV I" TO 2' MEAN NAS-ED COARSE 60 X 16" PCC FLUSH t• ►a • ► s. ► /• E ! MIN THICK cum aDE7 COARSE OF .:�. M Y /: / •F CLASS 14T AB •T SDRSD I•Ii ALLEY - TYPICAL SECTION PAVER DETAIL SOIL SCALE AS -BUILT HORIZONTAL: N/A VERTICAL: N/A BRIAN MICHAEL ARDOLINO NTS NTS LEBfTD PROPERTY LINE NEIGHBORING PROPERTY LINE NEW LOT LINE PROPOSED CONTOURS EXISTING CONTOURS EXISTING EASBENT EXISTING EDGE OF PAVEMENT fENTERLDE DRAINAGE DIRECTION FLOW -BE BUILDING FOOTPRINT 4" PVC STOR 43FMDV 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 255 Sa,1, DEEP- ROOTED DROUGHT PC.C.. GuRti TOLERANT PLANTS FOR OdfsRmoo WELL- DRAINED SOILS OR w rn(k CITY APPROVED EQUIV. 2" HAROWOOO MULCH COVER OR CITY / APPROVED EQUIVALENT F T 3 18" ENGINEERED SOIL SEE NOTE FLOW v• ••• 2" OF 318" GRAVEL 6" OF 314" GRAVEL ** SEE NOTE BELOW * BIOR E=- NTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HAROWOORD MULCT( AND 20 -30% TOPSOIL, FREE OF STONES STUNPa ROOTS OR SIMILAR OBJECTS AND ALSO FREE OF NOXIOUS WEEDS. ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 60 BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE DIFERVIDUS AREA DRAINING TO IT ALL BIORETENTIDN PLANTERS TO BE DB ESSED AT LEAST 1" BELOW ADJACENT FINISHED SURFACE BIORETENTION DETAIL - SECTION "B" NTS 5' MIN U=1UNtU OT: UOR CT: !er1r r%tU UT: ENGINEERING DIVISION APPROVALS EIMA I PLANS PREPARED UNDER ( SUPERVISION OF DATE: Z..ILj. RECOMMENRDED: /1/t -m- APPROVED: bq DATE _ R.C.E. NO.: 71651 MASIH MA HER EDWARD W. II - BRIAN MICHAEL 4 LINO EXP.: 12 -31 -17 DATE 3/3/17 DATE J-9.17 ITNIEER I LEBfTD PROPERTY LINE NEIGHBORING PROPERTY LINE NEW LOT LINE PROPOSED CONTOURS EXISTING CONTOURS EXISTING EASBENT EXISTING EDGE OF PAVEMENT fENTERLDE DRAINAGE DIRECTION FLOW -BE BUILDING FOOTPRINT 4" PVC STOR 43FMDV 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 255 Sa,1, DEEP- ROOTED DROUGHT PC.C.. GuRti TOLERANT PLANTS FOR OdfsRmoo WELL- DRAINED SOILS OR w rn(k CITY APPROVED EQUIV. 2" HAROWOOO MULCH COVER OR CITY / APPROVED EQUIVALENT F T 3 18" ENGINEERED SOIL SEE NOTE FLOW v• ••• 2" OF 318" GRAVEL 6" OF 314" GRAVEL ** SEE NOTE BELOW * BIOR E=- NTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HAROWOORD MULCT( AND 20 -30% TOPSOIL, FREE OF STONES STUNPa ROOTS OR SIMILAR OBJECTS AND ALSO FREE OF NOXIOUS WEEDS. ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 60 BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE DIFERVIDUS AREA DRAINING TO IT ALL BIORETENTIDN PLANTERS TO BE DB ESSED AT LEAST 1" BELOW ADJACENT FINISHED SURFACE BIORETENTION DETAIL - SECTION "B" NTS 5' MIN Lu W T0_150 -; r ..7. GT--57 i 1 v E'Flo 54 , i 2 i j L0. r 25 YFO4 Bt OG< XW.7 X612 4 N 25&293-17 A SFED au L r LOT 20 BLOCK J U2 MAP 1800 r - - yi f ! MAP 1800 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK ENTRANCE IN THE FIELD AS NECESSARY r, DURING OR AFTER CONSTRUCTION. CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT SII.T FENCE PER DETAIL TRAPPING DEVICE DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR � THIS SHEET AT (TYP) _. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. LEGEND .4, HATCHED AREA REPRESENTS THE JOBSITE AT ALL TIMES. CONSTRUCTION ENTRANCE _ - - -- - -- - - -- P - - - -- - - -- ,- N714 100.12' - - - - -- -`- e ----- ----- = IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER GRAVEL BAGS PER DETAIL B ®000cocoo TO LWD. SILT FENCE PER DETAIL C -X-X- 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 UADERGROU10 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 DALY BE DOME IN THE DIRECT PRESENCE OF THE LWD INSPECTOR: NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO POF LOTS 23 6 24 J OR AS APPROVED BY DISTRICT ENGINEER. i 00.. 2014- 0146313 I 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE 3 , 4,0',5.05 _sf 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL ri TIE v - `y3' "GRAVEL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. o 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. BAG. INSET PROTECTION � 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 a PER NAIL - THIS SHEET, (TYP = -,, 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 am ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO X641 i' 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 MAMFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AN PLAIN END PIPE 4 N 25&293-17 A SFED au L r LOT 20 BLOCK J U2 MAP 1800 r - - yi f MARCiHE%A STREET n A t -18 LOT 22 BLOCK J MAP 1600 APN 1S NOTE. • CARDIFF SANITATION DISTRICT NOTES s 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK ENTRANCE IN THE FIELD AS NECESSARY r, DURING OR AFTER CONSTRUCTION. CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT f TRAPPING DEVICE DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR MARCiHE%A STREET n A t -18 LOT 22 BLOCK J MAP 1600 APN 1S NOTE. • CARDIFF SANITATION DISTRICT NOTES CONTRACTOR TO MODIFIY CONSRUCTION 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK ENTRANCE IN THE FIELD AS NECESSARY OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT 2. ALL DESIGN MATERIALS AND CONSTRUCTION WORK SHALL CONFORM TO THE LESPECIA WASTEWATER TRAPPING DEVICE DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GR5MOOK) 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. LEGEND 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 6 3 ON HATCHED AREA REPRESENTS THE JOBSITE AT ALL TIMES. CONSTRUCTION ENTRANCE 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF PER DETAIL A 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 GRAVEL BAGS PER DETAIL B ®000cocoo TO LWD. SILT FENCE PER DETAIL C -X-X- 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 UADERGROU10 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 DALY BE DOME 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 MAMFACTURED 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 MUST 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 DISPOSAL 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. ND UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR COMMECTION 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 COUPLING 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 COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BODED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE, GASKETS SHALL BE SBR PER ASTM D2000 MBA71Q 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 -00 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ADJACENT PR PEATY DISTLFE4NCE NOTE RUNOFF TWO LAYERS OF GRAVEL BAGS ALONG THE LINE OF POSTS. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S 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 / AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO Sri ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. DETAIL B: GRAVEL BAGS i r 's �,--� ADDITIQ4AL NOTES 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 W ° °a WIDTH AS REQUIRED MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT ° 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR ° d ° ° TO ACCOMODATE ° STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT ANTICIPATED TRAFFIC 3/4" MIN COARSE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. ° ° ° ° ° AGGREGATE 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA ° ° ° ° ° FILTER (I FESSI� yA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, FABRIC (I I I I I QUO �ZCHAEL 4, ROOF DRAIN DRIVEWAY, AND STREET. °a ° ° °d® ° ORIGINAL I III I, I I �i� GRADE N1 FILTER TEA FABRIC ��( y Q� 3. ALL PARCELS AFE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTIItE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY ° ° / I( �� WIRE _ w m No. 71651 o rn HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 19' RADIUS A ° ad° ° ° //� I i _ _ _ - Exp. 12/31/!7 2006 -27. MIN. 20' MIN W" GRAPHIC SCALE 1 " =20' CIVIL �Q 1.1 MIN., UNLESS OTHERWISE OF CA\-� DETAIL A: CONSTRUCTION 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 AS -BUILT ENGINEERING DXVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N ®, _._ DESCRIPTION.' - PT. 1023 134WCCS2 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR' LOCATION. MEDIAN ISLAM OF LEUCADIA BLVD 141 - -_ -- -- FT +/ WESTERLY OF LT TURN ISLAND -_ HORIZONTAL: N/A r ar QUAIL GARDENS � -- �. DATE. � htIZ -- _ /I11- /�/) -�-- -- - -_- � 307 LA MESA AVENUE RECORD FROM.' ROS 18416 VERTICAL: N/A BRIAN MICHAEL ARDOLINO DATE MASIH M HER EDWARD W. DEANE II DG PROPERTIES FUND LLC 13053 -G R.C.E. NO.: __ 71651 APN: 256- '293-550 - - -- -- - ELEVATION.' 320.417' - DATUM' NAVDBB BR N MICHAEL A IMO EXP.: 12 -31 17 DATE 3/3/17 DATES • 9•!% PLANNING CASE NO: 16 -095 CDP SHEET 3 OF 8 REVIEWER INSPECTOR SENIOR ENGINEER €;8 65 ka,cl; 1 k ' i F TG; 522E "4 , Vj DATE }} I ti iz s r I u. a � DESIGNED BY: I DRA% 6Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT v RPR *I, RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLW 141 Tt — I*ES FTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320.417' DATUM: NAVD88 Y PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 R.C.E. NO.: 80503 ROY P. REED 3 -31 -17 EXP.: TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND LLC APN: 256 - 293 -50 PLANNING CASE ND: i6 -095 CDP EXIST iNN" i 7 r n � � r N w S TORY GLIH ROY P. REED DATE r t, r s � � t 4 .%C 82A) REVIEWER INSPECTOR SENIOR ENGINEER ♦ I_ 74, I TG; 522E "4 , APPROVED DATE }} I ti iz s r I u. a � DESIGNED BY: I DRA% 6Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT v RPR 1 RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLW 141 Tt — I*ES FTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320.417' DATUM: NAVD88 Y PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 R.C.E. NO.: 80503 ROY P. REED 3 -31 -17 EXP.: TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND LLC APN: 256 - 293 -50 PLANNING CASE ND: i6 -095 CDP EXIST iNN" i �M r n � � r N w S TORY GLIH ROY P. REED DATE r s � � t 4 .%C 82A) REVIEWER INSPECTOR SENIOR ENGINEER ♦ iv,. e 1 zn .,... ' .'•, tz_ �7f`:.. r. :..t s §e : -r , Mme._ - - E `' J PROPOSED BASEMENT o 2s,maaae�..r °r° RIGHT -OF -WAY — ,) ' n z 3 I 21 I_ 74, I TG; 522E "4 , APPROVED DATE }} I ti iz s r I u. a � DESIGNED BY: I DRA% 6Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT v RPR I_ 74, I <58. _ CHANGE NO. , APPROVED DATE BENCHMARK SCALE a � DESIGNED BY: I DRA% 6Y: CHECKED BY: ENGINEERING DIVISION APPROVALS <58. _ CHANGE NO. ":< '1fr (l�'e �b l APPROVED DATE BENCHMARK SCALE a � DESIGNED BY: I DRA% 6Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RPR I TJR RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLW 141 Tt — I*ES FTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320.417' DATUM: NAVD88 HORIZONTAL: 1 " =8' VERTICAL: 1 " =8' PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 R.C.E. NO.: 80503 ROY P. REED 3 -31 -17 EXP.: RECOMMENDED: APPROVED: / _44-4,1 wAr— � �� MASIH MAHER EDWARD W. DEANE U DATE 313,1 DATE 3 9 /7 TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND LLC APN: 256 - 293 -50 PLANNING CASE ND: i6 -095 CDP EXIST iNN" i �M r - w S TORY GLIH ROY P. REED DATE t. 4 .%C 82A) REVIEWER INSPECTOR SENIOR ENGINEER 23, y zn S o r °r° ' z 3 I MARCHETA STREET CAUTION!!! EXISTING OVERHEAD POWER LINES Know What ®S below. Call before you dig. DIG ALERTH TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT 8t GENERAL CONTRACTOR SHALL LOCATE 8t 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 -- _ _ _ _ — _ _ _ Z —�� J —I �1_ J 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# 16-27M/ SYMBOL I 101 x v 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: I DRA% 6Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RPR I TJR RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLW 141 Tt — I*ES FTERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: ROS 18416 ELEVATION: 320.417' DATUM: NAVD88 HORIZONTAL: 1 " =8' VERTICAL: 1 " =8' PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 R.C.E. NO.: 80503 ROY P. REED 3 -31 -17 EXP.: RECOMMENDED: APPROVED: / _44-4,1 wAr— � �� MASIH MAHER EDWARD W. DEANE U DATE 313,1 DATE 3 9 /7 TEMPORARY SHORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND LLC APN: 256 - 293 -50 PLANNING CASE ND: i6 -095 CDP 13053 -G ROY P. REED DATE SHEET 4 OF 8 REVIEWER INSPECTOR SENIOR ENGINEER SAFETY CABLE RAILING, PER CAL -OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 4 /SH7) BOTTOM OF EXCAVATION (B.O.W., SEE ELEVATION) •,H„ 42" (MIN.) =`1.5 SACK SLURRY SHAFT BACKFILL (T.O.W. TO PILE TIP) 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 Beam r m I To ; Beam � I Maximum Toe Total Beam , Beam I Shored Depth s Drill _ Qty Section ; Height ...... ., ... _ .., w... .,._ Depth # H I D ! H *D Toe Diameter __ ..... Dshaft DATE BENCHMARK SCALE AS —BUILT DESIGNED BY- ft CHECKED BY: ft ft DRAWING N0. in TJR RPR _v HORIZONTAL: N.T.S. VERTICAL: N.T.S. 1 I 1 1 W12x26 5.0 100 150 24 6 5 W18x50 120 180 30. 0 24 1 SHEET 7 OF 8 REVIEWER INSPECTOR 7 7 1 W 12x26 50 100 150 24 I- ._�_.. _ u__ ... _ ,. 8 4 8 1 W12x26 € 5.0 100 1 150 i 24 m 9 # 13 5 W18x50 +, 12.0 18.0v 300 24 14 14 p 1 I W12x26 5.0 1 10.0 I 15.0 24 1171 _ 1.5" (MIN.) BEARING SEE ELEVATION FOR SPACING FILL VOIDS BEHIND LAGGING = WITH LEAN CONCRETE =� ;11;= I I I._...3 I I; ._i.l.I - ---1 1 1---1 1 i =i I i t W _ _ .................... TIMBER LAGGING (SEE ELEVATIONS) DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 20d COMMON NAIL FOR LAGGING INSTALLATION (TYP., AS READ) NOTE: NAILS MAY BE REMOVED FOR WATERPROOFING ONCE FINAL EXCAVATED GRADES (B.O.W.) ARE ACHIEVED. %2� SOLDIER BEAM PLAN DETAIL (TYPICAL) H7 TIMBER LAGGING (SEE ELEVATION) N.T.S. TIMBER LAGGING (SEE ELEVATION) BEAM " TIMBER LAGGING f (SEE ELEVATION) r' 20d COMMON NAIL FOR LAGGING INSTALLATION (4 PER BOARD) TIMBER LAGGING DIAGONAL SUPPORT DETAIL N.T.S. L2x2x3/8 ANGLE IRON ATOP - EACH SOLDIER BEAM MEMBER 21 •' 3/8 -inch 0 WIRE ROPE T ALONG ENTIRE SHORING 21" PERIMETER (TYP.) SOLDIER BEAM, TYP. (SEE SCHEDULE) w it 2" M 1/4 L = 4' BOTH SIDES DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) CAL -OSHA GUARDRAIL DETAIL N.T.S. __C�s 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANGE NO: DESCRIPTION APPROVED DATE BENCHMARK SCALE AS —BUILT DESIGNED BY- DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING N0. RPR TJR RPR DESCRIPTION: PT. 1023 134WCC � 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. PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 R.C.E. NO.: 80503 ROY P. REED 3 -31 -17 EXP.: RECOMMENDED: APPROVED: / / ' /I/l , M a1,= G�i ,z TEMPORARY SHORING PLAN FOR: 307 L A MESA AVENUE DG PROPERTIES FUND LLC APN: 256- 293 -50 PLANNING CASE NO: 16 -095 CDP 13053 —G MASIH MAHER EDWARD W. EANE II DATE 313111 DATE .S . 9.17 ROY P. REED DATE 1 SHEET 7 OF 8 REVIEWER INSPECTOR 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 Et 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 Et 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 STRUCTURALSTEEL 1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A -572 OR ASTM A -992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36, ASTM A -572 (GRADE 50) OR ASTM A -992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A -36. STRUCTURAL Et LEAN CONCRETE A. STRUCTURAL CONCRETE (ALTERANTE TOE BACKFILL): 1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,50OPS1 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 ACTIONS (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 -BUILT ULNUNtU bY: proper application techniques. I GHLUKLU bY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT 3. Material verification of structural steel RPR I TJR I RPR a. For structural steel, identification X markings to conform to AISC 360. HORIZONTAL: N.T.S. VERTICAL: N.T.S. PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 R.C.E. NO.: 80503 ROY P. REED EXP.: 3 -31 -17 b. Manufacturer's report TEMPORARY SNORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND LLC APN: 256-293-50 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 ROY P. REED DATE a. Identification of preservative X VERIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and maintain complete and accurate REVIEWER INSPECTOR SENIOR ENGINEER 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 GROUP) 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ULNUNtU bY: I UNAWN ti Y: I GHLUKLU bY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RPR I TJR I RPR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141 FT+ - WES7ERLY OF LT TURN ISLAND GORE NOSE AT QUAIL GARDENS DR RECORD FROM: ROS 18416 DA NAVD88 20 417 HORIZONTAL: N.T.S. VERTICAL: N.T.S. PLANS PREPARED UNDER SUPERVISION OF DATE: 12 -12 -16 R.C.E. NO.: 80503 ROY P. REED EXP.: 3 -31 -17 RECOMMENDED: APPROVED- 41\ r2 TEMPORARY SNORING PLAN FOR: 307 LA MESA AVENUE DG PROPERTIES FUND LLC APN: 256-293-50 PLANNING CASE N0: 16 -095 CDP 13053 -G ROY P. REED DATE MASH MAHER EDWARD W. EANE II DATE 3/ 3/� �I DATE j �f • / % SHEET S OF S REVIEWER INSPECTOR SENIOR ENGINEER