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2014-12017 G (plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION PROPOSED MIXED USE BUILDING SITE 960 S COAST HIGHWAY 101 ENCINITAS. CALIFORNIA" PREPARED BY AWED EARTH TECHNOLOGY DATED JANUARY 3. 2013, AND UPDATE DATED, PROJECT #12- 1167C1 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. 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 (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12017 -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 11ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE 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. 20' EXIST. AC PAVEMENT EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MEHRAN SABER I AT (619) 200 -7775, 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP kin'rCQ 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. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW 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. SAN DIEGUITO WATER DISTRICT NOTES: SEE SHEET 5 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: / DATE: IIVJJLII\ 4VT V1 \I \V V, 0� PROFESS /a K & S ENGINEERING, INC. ZOMO N,F 7801 MISSION CENTER COURT, SUITE 100 SAN DIEGO, CA 92108 2 NO.43235 °- m 619.296.5565 EXP 3 -31 -16 A RCE NO.: 43235 EXP. DATE: MARCH 31. 2016 �yrF 01p ` \v- OF CA 1F OWNER / APPLICANT CAPRI ENCINITAS, LLC CONTACT: MEHRAN SABER] 7851 MISSION CENTER COURT, SUITE 200 SAN DIEGO, CA 92108 PHONE: (619) 291 -3600 SITE ADDRESS: 960 S. COAST HIGHWAY 101 ENCINITAS, CA LEGAL DESCRIPTION: LOTS 7 AND 8 IN BLOCK 9 OF ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 12, 1883. GRADING TABULATIONS CUT= 1970 CY FILL_ 0 EXPORT= 1970 CY NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). L l ' l 4 2i_ IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 7308 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 7701 SQFT INCREASE IN IMPERVIOUS AREA: 393 SOFT IMPERVIOUS AREA REPLACED: 7308 SQFT NOTIFICATIONS SHEETINDEX DESCRIPTION SHEET N0. TME....... .. ... - .................................. ..............................1 ROUGH GRADING PLAN ..... ..............................2 PRECISE GRADING PLAN ..... ..............................3 DETAILS AND SECTIONS ..... ..............................4 FIRE SERVICE PLAN ............... ..............................5 EROSION CONTROL PLAN...- ...........................6 PLANTING PLAN ........................ ..............................7 CI-InRIAI!` PI AM ....................... ............................... R -11) 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - ESD - (760)- 633 -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. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURF'/I�(1 L� �OfJi: DATE: CAPRI ENCINITAS, LLC MEHRAN SABERI SOILS ENGINEER'S CERTIFICATE I, ROBERT CHAN 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 Y DIRECTION ON JANUARY 3. 2013 AND FOR AN UPDATE ON . ONE COMPLETE COP I POR COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFF F THE CITY GINEER. FU THEREORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE REC END DIN THE OILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS ALLIED EARTH TECHNOLOGY 7915 SILVERTON AVENUE, SUITE 317 SAN DIEGO, CA 92126 858.586.1665 r � tti5 DIGALERT CALL BEFORE YOU DIG 1 -800- 227 -2600 48 HOURS NOTICE REQUIRED EXIST J 5' 7, 5' y. BMP PROJECT STATUS GUTTER TYPICAL ALLEY EXIST. AC STANDARD PAVEMENT EXIST. AC NOT TO SCALE PAVEMENT SDWD W14 -110 K& S ENGINEERING, INC. EXIST. SIDEWALK FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT EXIST. CURB & GUTTER EXIST. CURB & GUTTER Planning .Engineering .Surveying TO BE REMOVED EXIST. SIDEWALK 91 AND REPLACED TYPICAL STREET SECTION AN BE REMOVED TYPICAL STREET SECTION AND REPLACED � � � 7801 Mission Center Court, Suite 100 San Diego, CA 92108 S. COAST HIGHWAY 101 I STREET 4 -!S NOT TO SCALE NOT TO SCALE 3 ' -L� ' �, K/ j Y V 1 Z za (619) 296 -5565 FOX: (619) 296 -5564 SIGN DATE IGN A SIGN D TE SIG DATE S GN DA L SIGNATURE EXPIRES 2 YEARS AFTER DATE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Z N GINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS 50uZf S.U•1 DESCRIPTION:2" BRASS DISC PLANS UNDERSUPERVISIO RECOMMENDED:S0 APPROVED: GRADING PLAN FOR: g60 SOUTH COAST HIGHWAY 101 LOCATION: CURB ON THE E. SIDE OF VULCAN AVE. DATE: _ 200 FEET N. OF E. ST. HORIZONTAL, 1" = X' R.C.E. NO.: 43235 12017 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT CAPRI ENCINITAS, LLC NO. 1032 VERTICAL: 1 = X MASIHMAHER GLtNN AR LM APN: 258 - 182 -07 ELEVATION: 92.004 H ODI EXP.: 3 -31 -16 3 3/ PLANNING CASE NO: 13 -043 DR /TM /CDP /EIA SHEET 1 OF 12 DATUM: NAVD88 DATE DAT� A5- 5uILT w o 0 0 N r7 3 I o ^ ^ a VV N 1 0 o' 1 I W n i Q z 3 i 0 U W 0 T z 0 0 U ui N 0 0 i U) U w 0 w i 3 0 6 to co LO I co N rn 0 N rn a U a °o N cn U w Of U 0 U, N 00 r, z w L,, M 0 z Y 11+ CAUTION: UNDERGROUND CABLES in 11 +00 S. COAST HIGHWAY 101 EXISTING TREE S TO BE REMOVED TRAFFIC SIGN TO BE AND REPLACED PER LANDSCAPE REMOVED AND REPLI PLAN SHEET 6 (TYP) IN KIND TEMPORARY AC SIDEWALK ADA COMPUA 1 TEMPORARY IN LINK FENCE (TYP pw Sim 10+50 S. COAST HWY 101 10 +00= I STREET 10 +00 � I � III IIS2 III 4 0 �s 196, SD I r 9N 67.70 PAD i� W ISI (} o O.I} T [/ 7 CAS o o �3� _4 Z I I oda MAP 940 r - - - - -- PUMP ENCLOS z z 6o I p I �4 RIM 68.30 o _ I 660 QJp I IE 65.30 rop' Q 150 m I5 4-PVC FOR WALL —� T— — — --ems — — X SUBDRAIN-1 — L'� Ti l a .afS WO N II I I II X51 I� I I I ®) a l � I I ICI II � 25' °I W W P .) TOP OF SLOPE EX. GRADES TEMPORARY CUT SLOPE 1:1 PER GEOTECHNICAL CONSULTANTS RECOMMENDATIONS T.O.0 TOP OF CUT AQUADRAIN 1008D INSTALL VOLTEX DS GEOTEXTILE OR EO WATERPROOFING MEMBRANE RETAINING WALL PER BUILDING PLANS FLOOR SLAB Lo BASEMENT FS 68.40 PAD 67.50 L DRAINAGE PIPE TO SUMP PUMP C WALL SECTION NOT TO SCALE CAUTION: GAS LINE TO BE RELOCATED BY OTHERS CONTRACTOR TO OBTAIN SEPARATE TEMPORARY ENCROACHMENT PERMIT FOR TEMPORARY FENCING AND SIDEWALK IN RIGHT OF WAY LEGEND: I — S - - W- -G— —OH— e M7RE]- so CQ PROPOSED Y- v TEMPORARY T.O.S. CONSTRUCTION FENCE FOR PEDESTRIAN SAFETY T.O.C. BUILDING WALL PER BUILDING PLANS ■wkA PROPERTY BOUNDARY CENTER LINE CONCRETE SURFACE AC PAVEMENT CURB & GUTTER SPOT ELEVATIONS SEWER MAIN WATER MAIN WATER MAIN STORM DRAIN WATER MAIN TREE FIRE HYDRANT DRAINAGE INLET WATER METER SIGN "NO PARKING" POWER POLE ��11:I�<IT:7:T1iIbIQ>/:Tii1i� 1 ITEM PUMP ENCLOSURE BASEMENT WALL BASEMENT WALL TEMPORARY 1:1 CUT SLOPE DIRECTION OF FLOW TOP OF SLOPE TOP OF CUT 0 a- 00 n N LO O N O 3 pi 0 Ij 0° o- N 0 o, N O O f i J a z rn 3 / 6 c U w 0 T 3 0 0 'U Ul N 4 O f i U w 0 / 3 I 0 0 EXISTING OVERHEAD N 69 I $ 1N 1N• 1 RI: a 1A.21c I I 5.5' :5' UTILITY LINES TO BE o d� M 71.0 T.O.C. I' EXISTING TREES TO BE (79.64) FFES0..00 REMOVED 6�.' Q 1:1 CUT r REMOVED AND REPLACED 1 g1� \ II 2% MAX . INSTALL VOLTEX DS 72.60 PAD 74.5 T.O.S. •I 1N I I SHEET A6 LANDSCAPE PLAN GEOTEXTILE OR EQ cq FE 73.94 '�T 74— 1.0 T.O.C. ° I TEMPORARY AC SIDEWALK WATERPROOFING MEMBRANE 3g1 4' MIN ADA COMPLIANT s 4.5 T.O.. — °' . ` ..g EX. GRADES EXISTING TIMBER LAGGING TEMPORARY Co N\ 5� \ 136 S ° I I BUILDING SHORING WALL SEE SHEET 7 7 4 N\ 3 13 W7R 15• 13? 1 1 • TEMPORARY CUT SLOPE 1:1 -� . --� - M>R ra'W1 -� - - - -- - PER GEOTECHNICAL CONSULTANTS 74.50 '` w _____- _.____ ----------------------- _ _______________________ Row 3N N<055656. 00.20. 1 ° [ I I RECOMMENDATIONS __ _ 1�111G 1 o a I I 4 -3/8° TIMBER LAGGING TEMPORARY ACINr' *r ycWlow,0ax, ac as i €vr RETAINING WALL EX. GRADES s s s, s s a- s s 4° s° . o° s s s SEE SHEET 7 SHORING WALL SEE SHEET 7 FFE73.g4 PER BUILDING — w 1\ w ,--- - w w w ° w w w FLOOR SLAB PLANS FLOOR SLAB .. a • ° a °: - P 2100 1 ° b:. 12 ° P 1 ° "11,. Pp� P 11 v v. ° ICI _ L6 V ors s� ass ors CAS = enss cns:r —s o BASEMENT FS 68.40 - /BASEMENT FS 68.40 v N1 M1k e .° IALLEEET 80+59.31 _ _ ,.,T- 1 �Ri .:" 2�' >" 21 PAD 67.50 _ -- PAD 67.50 c 1ST 13 1S: 1�3 15a� - iiiWIR ,N >3 — 94 ALLEYfi �, _. -. ` � ° b.. ��.12. 1 � I I � ICI H OH OH H OH OH ° OK ag1 C AQUaDRAIN 1ooBD T A I ( I DRAINAGE PIPE TO DRAINAGE PIPE TO EXISTING OVERHEAD UTILITY LINES. SUMP PUMP `n SUMP PUMP c DEVELOPER TO PAY IN LIEU FEES f C, 24 °CAISSON TO WAIVE UNDER GROUNDING I I I I 3 SEE SHEET 7 c c A WALL SECTION B WALL SECTION 0 5 10 20 30 NOT TO SCALE NOT TO SCALE k K& GINEE G, INC" ��oPgOFESS/ SCALE: in = 10' Pla Surveying y y�.N zoo `� C. BASEMENT/ GARAGE FLOOR *,13, EXP 3-31-35 - 11-16 z - SCALE:1 " =10' f 7801 Mission Cen er a San Diego, CA 92108 C,V1l 2 (619) 296 -5565 Fax: (619) 296 -5564 FOP GL1F` u CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN' BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. oc AS 60(L. S L •1 DESCRIPTION:2" BRASS DISC PLANS PREPA DER SUPERVISION OF RECOMMENDED- APPROVED: ROUGH GRADING PLAN FOR: LOCATION: CURB ON THE E. SIDE OF VULCAN AVE. " _ DATE :3 -19 -15 960 SOUTH COAST HIGHWAY 101 It 200 FEET N. OF E. ST. HORIZONTAL: ] - 10 12017 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT �� y� R.C.E. NO.: 43235 CAPRI ENCINITAS, LLC NO. 1032 VERTICAL: J� MASH MAHER GLEN PR M APN: 258- 182 -07 L ELEVATION: 92.004 0 ODI EXP.: 3 -31 -16 3 3° 3 3� �� PLANNING CASE N0: 13 -043 DR/TM /CDP /EIA SHEET 2 OF 12 DATUM: NA AS -bu(L7 r i Lo 11 +00 S. COAST HIGHWAY 101 "PVC SIORM DRAIN 025% , 10 +50 U y U A q 11 +00 10 +50 1 ' ' S. COAST HWY 101 10 +00= S. COAST HWY 101 10 +00= CONSTRUCTION NOTES: I STREET 10 +00 I STREET 10 +00 1 CONSTRUCT 36LF OF 8" CURB AND GUTTER PER N S. COAST HIGHWAY 101 O SDRSD G -2 TYPE G MATCH ADJACENT Lo II I FOR NEW FIRE HYDRANT AND ,� II I O CONSTRUCT SIDEWALK PER SDRSD G -7 MATCH 0 FIRE SERVICE SEE SHEET 5 a Q ADJACENT PATTERN w REMOVE PORTION OF ALLEY AND REPLACE IN KIND TO ® w FOR LANDSCAPE & IRRIGATION IN ° ® O cn 0 THE SATISFACTION OF CITY RESIDENT ENGINEER. !2 N PUBLIC RIGHT OF WAY SEE SHEET 7 a y m B z Q in y ® CONSTRUCT 35LF -6" NDS -12 PRIVATE STORM DRAIN a W t7 4 ? M ° U PIPE 5% + ° ° m O5 CONSTRUCT CONCRETE LUG PER SDRSD D -63 W to © CONSTRUCT CURB AMP PER SDRSD G -27 TYPE -A. c�� y SEE DETAIL SHEET . 6\ 3�p O REMOVE EXISTING DRIVEWAY PVC STORM GRAIN 025i A` � - Q so ( I ® EXISTING WATER ME R TO BE REMOVED PER SDWD STD �I 6 c g. 1g co NOTE 25. M y 1g6 1g1a�- a� 1816 F �9 \7 9aF5 " a 1g gQ �1F g ga a' O EXIST 4 SEWER LA RAL TO BE USED FOR BASEMENT tT 19 19 b 19 SIGN vo ;� DRAIN. CONTRALTO TO VERIFY ELEV. &INTEGRITY. N PARK- « 0 g1aF5 '99s g1yE5 2 ga6F5 gagES ©0 ;° = 1a1 OE 10 CONSTRUCT 6" SEWER LATERAL PER RSD SS -01 CONSTRUCT PERVIOUS PAVERS SEE DETAIL SHEET 4. v J to 1 a�ES ° 9 aaFS� ND05'58'15" W ° °TOO.Y ' Q ° ggya5 D Q ° 30 j 1 1so CONSTRUCT 6" CUR PER SDRSD G -1 z 3 0 9 79_80 ' 6 9 +49.22 PCR o 12 1y5F +- 984 v 7 �s•e.� �� FS ` °6 6F +- O °1 ati Q �� ° 9 +48.18 13 CONSTRUCT SUMP PUMP DISCHARGE TO FILTERA UNIT 1 0 0+ 0 s END NEW SIDEWALK I i LINE OF 6 " 14 CONSTRUCT BIORE NTION SYSTEM BY FILTERRA MODEL I I FLOOR ABOVE NO. K- FTIB -P -BRS 4'X4'. SEE DETAIL SHEET 4. 19 15 CONSTRUCT 6" THE CH DRAIN BY BROOKS W 115gS0 7ZDOTC III 24 15g1c 7ZO0 16 CONSTRUCT 62.5LF 4" PVC SCH -80 STORM DRAIN o 1 y�sa35 /c II II sa35t PIPE ®1% AND CO NECT TO SUMP PUMP 1 � f " 3 16. ® II , 1 I1 ❑ Q1 2 BAFC 16�y 9 +32.55 17 CONSTRUCT 4 PVC STORM DRAIN PERFORATED PIPE. _ O LuJ II 1 END NEW C &G SEE DETAIL SHEET o T 6 li III 77.49TC 18 EXISTING CURB INLET PROTECT IN PLACE. I � � 76.84FL 6 v° v> t I II ill 1 3 1 I 2 ( 19 EXISTING TREES TO BE REMOVED AND RYPLACED. SEE o I I 1896 II 1 11 a g� 1 PLANTING PLAN SH ET 7 0 1111 I I FS. 1 .4't 20 INSTALL FIRE HYDRANT SEE SHEET 5. w CONSTRUCT 2" WATER SERVICE WITH 1 -1/2" METER ,I FFE 79.90 I1 1 , a11T 1 f,I :° 7 PER WS -01, WC -1 E W co, I ''GROUND FLOOD �3 °p° 101 W 22 APPLY 2" AC OVER Y IN ALLEY. " 76: o ° I„I„I wi -III- i� 3 a p ° LLJ �3 UPS APPROVED MAIL BOX (SEE BUILDING PLANS) 3 2 �L/ O L 0 Il U CLoS o I ? P . tom i N� I Q -. II I �� ? D �I °I I ®I � _ J' 24 CONSTRUCT 6" FIR SERVICE SEE SHEET 5. ° Io .14 W I O 11 0 -.i w z o o ( v o a a II j o 25 EXISTING FIRE HYD ANT TO REMAIN. NEW FIRE HYDRANT E a °o �� flap 160 � >so� �.aE� �� oo TO BE INSTALLED N S. COAST HWY 101. (SEE SHT 6) 1c o o X11 II D _ �_ a ,1! 5, 10 BEGIN NEW C &G + 26 AREA DESIGNATED OR LANDSCAPING. SEE BUILDING m m 4 . ', . ° a�F� ) 75.23TC PLANS IU d' " ' > ; I '' ` 74.61FL 27 RELOCATE GAS LIN AS SHOWN (BY OTHERS). 25' p '•,r'Y ', �i 15' 5' � ,�a � >°1 u15E PARKING" �° G 0 tik l ` ti1G 1 1 1.54 °ae <, - JJJ�rJ JJJ IJ 1' -_ a J i �JJ J ® ®� l SOW b FS ELEVATO 54.1 VA LT 5 : _ uTI�aTYROOM SPECIAL NOTES: °° N JJ�J�J.i JjJJ IJJ xl ) 1 i-IJ-1 J J LJ i -L_L�- J- --.I 74.50 FFE o � F] oa- Z''40T 8 +79.23 1.- ANY PUBLIC IMPROVEMENTS DAMAGED DURING a - -.- I J�J J i,:�JJJJJ3J ar ' 7 7 J ,JJJ ,I JJ JJJJ 9 ;j _ 1` t4 -35'n6 PVL'�5�`. } NCRETE LUG CONSTRUCTION TO BE REPLACED AT DISCRETION OF `� 7 1 ° a 74 00' . 4 61, f0 73.70 60 28EE CONNECTION ENGINEERING INSPECTOR. rJi JJ�J JJJJ�j J�J ;190 4 99 18 "RCP FS. a a J JJJJJ �� JJ JJJ o 73 fH frzAN . slvc RE` 7 400S � NO BASEMENT FLOOR DRAINS TO BE CONNECTED TO JJJJJ �J ti8 +69. 4 � RACK srcN No 6 SUMP PUMP • -I `.` . ". ° . PARK > (STING CITY TREES IN PLAC ._.., v S NEW SIDEW • <. .� , _., � p „r�r.Oti,,,,.bl. 1v...4t t` , z.. , . _ .:, ,.4 F (BEGIN A WITH ARBORIST Y WISNIEWSKI & II _ nercn SEPTEMBER 70 7 , r , 1. cl r. .. :, _.. .r I 1 k Z D , _ . ° - G TO REMAIN OPEN AND _. , , , , , 4. PUBLIC SIDEWALK AND PARKIN y a cv w w w , ..... _ _. ,. . t CONSTRUCTION. w CLEAR OF ABSTRACTIONS DURING N 15� F 1�tr tit 1l. y - '0 - 2 +00 5.- LANDSCAPING AND IRRIGATION PER SEPARATE PERMIT. - - - -- ^- a_ - -- - -- - - - - - -- �..__. _.... __.., SEE BUILDING PLANS. 1 v I . .. „ , , ..... .. „ , , - _ - - ,....,Si. , r, ,. .. _..._ - ALLEY 1 +00 - I. .... .. _ ., ALLEY 1 +00 -- - - - - - " .....,. 5.. .4,. vS 1° _, , LED ON __ 0 PARKING FIRE LANE SIGNS SHALL BE INSTAL „ ET 8 +59.31 6. N I STREET STREET 8 +59.31 _! _ e _ 0:; ... i.,,. .. a ,.�. _.. tC y _,! 3 BOTH SIDES OF THE 20 FOOT ALLEY ROAD PER CD I � _ : 2 II t I ° D 1 0 1 h G u� v,_, iA,: �, G u� I .. ....:... . .:: ,,. _ SATISFACTION OF FIRE DEPARTMENT. 00 161 I °° w 'n > ° 161 2 1Fl I w ° � , 22 ¢ PP 1F I 7,- I STREET TO BE OVERLAYED AT COMPLETION TO r q m �,o w� o° w 1 SATISFACTION OF CITY ENGINEER. N "3 3 N® � M X w LEVEL 1 PLAN S. - ALL L*mosCA,*r#&.T'it Lro. hND rnlu&A'mv 30! ¢ ¢W�rn �� ° 0 0 o v1 N o ¢ to /SE Yri/ttAITAlA/E� b y Pico /ItQTY OtJNEJC co n 2 Y ° O> N `moo °D _ "'� -* z M �� N o m ^ 3 SCALE:1 " =10' + ? PE2 Ed/CROACi/iNL'Nf hr�ASNf �rNG II N° �- ~� +zo Nb +r `1 +w +5Z� +x: . c°i o ± N 1 w AEMOVAL C:AVeCA/A&/7 GAL. xo /t /3 m LGOi In NW¢ N NtOW Nm NWW W. -�¢,.- l(EL.OK 3-14 - /.S� LEGEND: LEGEND (CONY): o N ITEM STD SYMBOL ITEM STD SYMBOL 0' PROPERTY BOUNDARY - - -- PROPOSED TRENCH DRAIN WITH FILTER �� 0 INSERT BY FLOGARD FG -TDOF3 OR EQ ° CENTER LINE w PUMP ENCLOSURE STORM DRAIN PIPE - - - -- - AC PAVEMENT w °5;::.:_ In CONCRETE LUG CONNECTION RSD D -63 -- CD LANDSCAPING � o N 6" CURB RSD G -1 TRENCHING CITY OF ENCINITAS 8" CURB AND GUTTER RSD G -2 - • STD DWG APPENDIX 2.4 N 2" AC OVERLAY - FILTERA ROOF DRAIN SYSTEM (4'X4') PROPOSED CURB RAMP RSD G -27 TYPE A SEE SHEET 4 FOR DETAIL RSD G -30 •'� � RSD G -7 , z 5' SIDEWALK 6" SEWER LATERAL RSD SS -01 --e-O$ U 4" PERFORATED PIPE SLOPE TO DRAIN 2" WATER SERVICE WITH WS -01, WC -17 W 8 N BASEMENT RETAINING WALL (PER BLDG PERMIT) BACK FLOW PREVENTER v_ SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. HZ I KS PLANS P UNDER SUPERVISION OF RECOMMENDED: APPROVED: � PRECISE BASEMENT GRADING PLAN FOR: Z DATE: 3 / /J� 960 SOUTH COAST HIGHWAY 101 12017 -G w CAPRI ENCINITAS, LLC z R.C.E. NO.: 43235 ' M z MASIH MAHER GLENN PR IM w 3/30/ I S 3 3� /s APN: 258 - 182 -07 1n ORRODI EXP.: 3 -31 -16 nATF n PLANNING CASE NO: 13 -043 DR /TM /CDP /EIA SHEET 3 OF 12 Y AS - 13U 1 L7 Dv SJ Q g1a`c5 J99�s b g1yF5 g6yE5 4 6gF5 Qa Sv 1g�tiF5 g�aES N 05'58'15" W 100.20' g�yFS �S ROW D. 6ti t a F : a: �yoF 1g a i 68.40 FS 11 :I I 68.40 FS jI ®6>� r F I T1 III I j I : 1= 0 1 I I I g{I I 1 2 I I.. 3 4 5 II I€ 6 I 7 I1 6 1€ 9 1 �I N VAN 1ta15 II I A6CESSIBLE I X11 II Id 68.07 68.30 - - �9a FFE 68.40 67.95 TG 1 66.72 BASEMENT - 66.951E 6" CB 4° pVC ® 0.65% TO SEWER a ' I i� I$ 44 w `S 9 o I 668.30 . f 3 I 6 0 �pir 7 0 � 68.99 GB � Q w Zi o r O91I g II a 3a e F-11--l", e I p Q��{ 11 1 G�a�4� PUMP ENCt RE® i I II I `t �; H `3 168. IM I a H 1 If A ESSIBLE ° z TG 70.50 1e I IG „g 1165.30 IE d Q o 15 66.9�IE� �� 16 " 12 rl 11 �s st� ` 66.30 I1 6 y m IE 69.50 R as 1a 1 15 ° 4" P 1 10 � I 1} PVC co 0 PUMP Ef Lol jam: _ A- 66. C _ 4a 15' TW72.00 99 - g' ' 4 1•': �� yE5 FS68.40 68.4 F d3 68.40 FS�� 4 B 74.10 FS ELEVAT ' �n Lo q1E N I UTILITY ROOM 74.50 FFE e 1k30 � I , O N\ W7R S k y1 1�6 tT 73.24 1 � , yr�7 ..........................:.... 1� ROW N 6.1 4 IF 11. GL „ 1 I < I (!7 1 x � I I ice. "J r Dv z 2 S , v t A ° w \��'I '8' tif3t >_ 0 11+ 1ti" ._ R 1 11 w 2 +00 1 D s - °° -x-50 a 9 D _cc mow. 7,777-0 \ t9 - CAT '� • x'14 S �A ' �., �,5; - r Q ° r: . r:r S �. 1 t_ 3 r 0 1� Kuw v1 BASEMENT/ GARAGE PLAN SCALE:1 " =10' CHANGE N0. DESCRIPTION / 1 AS ABU IL.7 �� s• 0 5 10 20 30 SCALE: 11, = 10' �O PROFESS /O y� \ Zo o = NO.43235 m EXP 3 -31 -16 A a CIVIL `p /rF OF CAIF APPROVED DATE BENCHMARK SCALE DESCRIPTION: 2" BRASS DISC LOCATION: CURB ON THE E. SIDE OF VULCAN AVE, 200 FEET N. OF E. ST. HORIZONTAL: 1" = 10' RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1032 VERTICAL: 1" = X' ELEVATION: 92.004 8' 35' 12' 10' 7.5' REMOVE PORTION OF a FIRST FLOOR FFE 79.90 I EXIST AC ALLEY AND REPLACE IN KIND AT 2 CONCRETE RAMP 4' V C % MIN W TO BASEMENT 5% afro Fm _ I 25 ®15� , I EXIST CONCRETE 4' V.C. ^ I SWALE TO REMAIN o M r- C4 BASEMENT 8 ®7.4% o ^ N 68.40 0 TRENCH DRAIN rl 4' V.C. 69501EG co A RAMP PROFILE NOT TO SCALE ❑ CURB DATA N0. cZ OZ a LENGTH REMARKS 1 00 12.00' 18.84' ccoo°W S. COAST W UJ ^N CD - HIGHWAY +o= 101'_ = 0.50CFS Q10YR ° 5G -. --19 9tigFl�, //--- ID v 2 v 5.5% D10% ' aF' ,W D v v ' ° 0 'V-,O 2.7% of g D ,IGFS `V��Qj/ v 9�y0 F ❑ CURB DATA N0. IDELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 89'28'31" 12.00' 18.84' CURB AND GUTTER 2 N05'58'15 "W - 4.80' CURB AND GUTTER D cbo' SAWCUT LINE 12" MIN BLACK TRUCATED DOME PER G -30 o SAWCUT AND REMOVED PORTION OF EXISTING ASPHALT AND REPLACE IN IFS KIND TO THE SATISFACTION OF THE CITY RESIDENT o N ENGINEER. W W W W GRADE W W W W W -BRAKE- ;q 01111 ii�� v v W FFE 79.90 y y 5! D v 15' W L W w MAX. A D .16:56� 9 +49.22 PCR BEGIN NEW C &G p MATCH EXISTING 78.50TC Q 77.80FL W D z 7 v DETAIL CURB RAMP (RSD -G- SCALE: 1" = 5' K &S G, INC. Plann' g i . S"" 'in" 7801 Mission Center Cou , San Diego, CA 92108 (619) 296 -5565 Fax: (619) 296 -5564 N0. DESCRIPTION AS f3t11I; f 1?90 St ZO. �! � o 0 w � = N0.43235 EXP 3 -31 -16 A , sj9 crv1� �P lF OF CA1F APPROVED TYPE -A 1 FILTERRA UNIT JOINT &VOID FILLER 3/8" WASHED FRACTURED OPEN- GRADED \ 2" BEDDING COURSE 1/4 "�3/8" STONE PER ASTM NO. 8 REQUIREMENTS. WASHED FRACTURED OPEN- GRADED CONCRETE PAVERS ALLEY STONE PER ASTM NO. 8 3/4" (ORCO BLOCK OR EQUAL) REQUIREMENTS. 2� I{ 1% MIN. faHB e°° r�s¢feo8e °, f°e} �° pp� m�p, �° ga° °°m 0u� ° m ° nd °B° T nLb ° p� ° R °gB m °�8 °°°8° oB° m� °8 a&B°°o°B° 08 m m8 °a$ pp� Q po 0o OD° Do DooB i DO Doo�1�Q, EEO V k 4 IN. MIN. BASE COURSE 3/8" " ocYri o ®� °o °��P ° °o0 , CD WASHED FRACTURED OPEN STONE PER 8 0° °° %D o �o oe°° °o �° 9 °�goPERFORATED PIPES) SLOPED ASTM N0. 57 BASE REQUIREMENTS.? d° °� ° 1. PAVERS SECTION SHALL BE PER ORCO TO DRAIN ALL STORED WATER BLOCK CO. DESIGN CRITERIA AND 8 IN. SUB -BASE COURSE 6" CONCRETE CUT OFF WALL APPROVED BY SOILS ENGINEER. 1 -1/2" - 3" CLEANED MIN 8" BELOW SUB -BASE 2. SOILS ENGINEER SHALL OBSERVE AND FRACTURED OPEN- GRADED STONE 90% COMPACTED FILL APPROVE THE INSTALLATION OF PAVERS PER ASTM NO. 2 SUBBASE OR NATURAL SOIL 4" PVC OUTFALL PIPE(S) SLOPED SECTION REQUIREMENTS. SUBGRADE TO STORM DRAIN PAVERS- PERVIOUS PAVEMENT NOT TO SCALE R/W R/W 18' 20' Q ALLEY PERVIOUS PAVERS I fS10 4" BUILDING I I 74.00 SEE DETAIL BELOW RIM 3 3% ROOF DRAIN I ( ) 73.40 1 -1/4" PVC SCH 40 DETAIL SUMP PUMP CONNECTION NOT TO SCALE FFE 79.90 DRAINS AND SUMP PUMP. NO FLOOR DRAINS UNIT 3 &4 • � �Z��!ZI�!ZI] I �1 I' '/ Z C PVC OUTFALL PIPE(S) SLOPED I 72.671E p i TO STORM DRAIN 6" OUTLET PIPE 69.831E w I it I STORMWATER TREATMENT SYSTEM FILTERRA INTERNAL BYPASS BIOTENTION 1 -1/4" PVC SCH 40 SYSTEM (4'X4') 64.20 U_C_ BUILDING SECTION NOT TO SCALE J JJ � V W Y J 1N J W y 4 ° W w ELEVATOR v EiEC R001W1 J ° FIFE E 74.50 W W 69.66 IM >6' LINE OF FLOOR ABOVE J 7 ° W - D 69.53 IE 6" W W W w (OUT) w FILTERRA ROOF DRAIN, PVC C n`L!?uW °TF& E4.'O FN�_s!LSAE1l J J °J _w - - 7J.50FS CC��Y H i ENC40 URE PER BL D� PIaANSi. W T w I w •� �. W L W W W W W o BIKEa a W 3 W y W Q Q DETAIL STORM DRAIN SYSTEM SCALE: 1" = 5' EE DETAIL LEFT W Uj U) RIM DOWNSPOUT (SEE BUILDING PLAN) OUTFALL PIPE (SEE BUILDING PLAN) COMMERCIAL FIRST FLOOR FFE 79.90 NO BASEMENT FLOOR DRAINS TO BE CONNECTED TO SUMP PUMP. FLOOR DRAINS TO BE CONNECTED TO SANITARY SEWER. BASEMENT 68.40 TRAFFIC STEEL SOLID COVER LIBERTY PUPM MODEL -237 -2 18 GPM (1 /3HP -110 VOLTS SINGLE PHASE 5.2 AMP CHECK VALVE 1400 -15) BY PSI (800) 358 -9095 INLET FILTERRA UNIT CLEA ACCESS in 3X OPTIONAI LOCATI01 OUTLET UNIT 1 &2 NOTE: TO BE INSTALLED BY KRISTAR AUTHORIZED REPRESENTATIVE. TREE/PLANT AS REQUIRED. D fl TO BE INSTALLED AT TIME OF ACTIVATION. ARBUTUS UNEDO /STRAWBERRY TREE 15 GAL MAX. oo oo O � TREE GRATE AS REQUIRED. o FILTERRA UNIT CLEAN -OUT ACCESS COVER. = 0.50CFS Q10YR Q100YR = 0.76CFS INLET. ID v ,W D v 15' v v SIGN WO D v _ 15F5 PARKIINNO" v. DD R6T�G� ZU 1�ggF �F_ D .. VAUL T W Q J , . SllS SBF 1� a v a v v k' 0 �91� w %0 U . p .. .. fN 1�� M p Z 1ti v v p 1�ti6EG N C W + 1 SIGN NO �ti. I S PARK I ao in to D v m RELOCATExEXISTING ° GAS LINE D I z D J S D s GV S '? ° _ p GV z O D w w w '4V D DETAIL STORM DRAIN SYSTEM SCALE: 1" = 5' EE DETAIL LEFT W Uj U) RIM DOWNSPOUT (SEE BUILDING PLAN) OUTFALL PIPE (SEE BUILDING PLAN) COMMERCIAL FIRST FLOOR FFE 79.90 NO BASEMENT FLOOR DRAINS TO BE CONNECTED TO SUMP PUMP. FLOOR DRAINS TO BE CONNECTED TO SANITARY SEWER. BASEMENT 68.40 TRAFFIC STEEL SOLID COVER LIBERTY PUPM MODEL -237 -2 18 GPM (1 /3HP -110 VOLTS SINGLE PHASE 5.2 AMP CHECK VALVE 1400 -15) BY PSI (800) 358 -9095 INLET FILTERRA UNIT CLEA ACCESS in 3X OPTIONAI LOCATI01 OUTLET UNIT 1 &2 NOTE: TO BE INSTALLED BY KRISTAR AUTHORIZED REPRESENTATIVE. 1.00" BEDDING MATERIAL SIDE SECTION /CUTAWAY OUTLET. DUMPING CARD. �- ALL IRRIGATION PIPING, CONNECTIONS, SOAKER /SWEAT HOSE, SPRINKLER(S), BY OTHERS. 4X 02.00" PVC CONDUIT IRRIGATION PORT PROVIDED CAST MONOLITHIC, SEE NOTE 1. NOTES: 1. FOR REQUIREMENTS NOT COVERED BY OR THAT EXCEED THE LOCATIONS, DIMENSIONS & LIMITATIONS SHOWN ABOVE, CONTACT KRISTAR ENTERPRISES, INC. FOR ENGINEERING ASSISTANCE. OUTLET. TIRE FILTERRkINTERNALBYPASS -PIPES Kri$tarEnterprises Inc. BIORETENTION SYSTEM - PRECAST UNIT 360 Sutton Place, Santa Roaa, CA 95407 %80 Ph:800.579.8819, Fax: 707.524.8186,v .knstar mrn US PAT 4277,274 AIO 45M.32! DRAWING N0. REV F -E00 DRAIN BY DATE K- FTIB -P -BRS 4'X4' 01 0009 NEW 4/22/13 J. RIGGAR 4/22/13 SHEET 1 OF 1 DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: I DRAWN BY: CHECKED BY. ENGINEERING DDIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION:2" BRASS DISC PLANS.PREPAR DER SUPERVISION Of RECOMMENDED: APPROVED: L DETAILS AND SECTIONS FOR: LOCATION:CURB ON THE E. SIDE OF VULCAN AVE. DATE: m- 960 SOUTH COAST HIGHWAY 101 200 FEET N. OF E. ST. HORIZONTAL: 1" _)_( �/� -ALT\ CAPRI ENCINITAS, LLC 12017 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. " R.C.E. NO.: 43235 1032 VERTICAL: 1 = X MASIHMAHER GLENN RUI APN: 258 - 182 -07 ELEVATION: 92.004 RRODI EXP.: 3 -31 -16 PLANNING CASE NO: 13 -043 DR /TM /CDP /EIA SHEET 4 OF 12 DATUM: NAVD88 I DATE DATE ,�S- F3UfL1 0 un In cv 0 0 N ro M a 3 0 0 U vi N 0 0 I 11 i 1 Ln w a_ 0 a 3 I 0 0 i u u u v C C C c c t c c k i k k L c i 1 1 i i 7 i TREE/PLANT AS REQUIRED. D fl TO BE INSTALLED AT TIME OF ACTIVATION. ARBUTUS UNEDO /STRAWBERRY TREE 15 GAL MAX. oo oo O � TREE GRATE AS REQUIRED. o FILTERRA UNIT CLEAN -OUT ACCESS COVER. = 0.50CFS Q10YR Q100YR = 0.76CFS INLET. 1.00" BEDDING MATERIAL SIDE SECTION /CUTAWAY OUTLET. DUMPING CARD. �- ALL IRRIGATION PIPING, CONNECTIONS, SOAKER /SWEAT HOSE, SPRINKLER(S), BY OTHERS. 4X 02.00" PVC CONDUIT IRRIGATION PORT PROVIDED CAST MONOLITHIC, SEE NOTE 1. NOTES: 1. FOR REQUIREMENTS NOT COVERED BY OR THAT EXCEED THE LOCATIONS, DIMENSIONS & LIMITATIONS SHOWN ABOVE, CONTACT KRISTAR ENTERPRISES, INC. FOR ENGINEERING ASSISTANCE. OUTLET. TIRE FILTERRkINTERNALBYPASS -PIPES Kri$tarEnterprises Inc. BIORETENTION SYSTEM - PRECAST UNIT 360 Sutton Place, Santa Roaa, CA 95407 %80 Ph:800.579.8819, Fax: 707.524.8186,v .knstar mrn US PAT 4277,274 AIO 45M.32! DRAWING N0. REV F -E00 DRAIN BY DATE K- FTIB -P -BRS 4'X4' 01 0009 NEW 4/22/13 J. RIGGAR 4/22/13 SHEET 1 OF 1 DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: I DRAWN BY: CHECKED BY. ENGINEERING DDIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION:2" BRASS DISC PLANS.PREPAR DER SUPERVISION Of RECOMMENDED: APPROVED: L DETAILS AND SECTIONS FOR: LOCATION:CURB ON THE E. SIDE OF VULCAN AVE. DATE: m- 960 SOUTH COAST HIGHWAY 101 200 FEET N. OF E. ST. HORIZONTAL: 1" _)_( �/� -ALT\ CAPRI ENCINITAS, LLC 12017 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. " R.C.E. NO.: 43235 1032 VERTICAL: 1 = X MASIHMAHER GLENN RUI APN: 258 - 182 -07 ELEVATION: 92.004 RRODI EXP.: 3 -31 -16 PLANNING CASE NO: 13 -043 DR /TM /CDP /EIA SHEET 4 OF 12 DATUM: NAVD88 I DATE DATE ,�S- F3UfL1 0 un In cv 0 0 N ro M a 3 0 0 U vi N 0 0 I 11 i 1 Ln w a_ 0 a 3 I 0 0 i u u u v C C C c c t c c k i k k L c i 1 1 i i 7 i SDWD WATER NOTES FOR IMPROVEMENT PLANS (1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. (2) THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. (3) THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. (4) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. (5) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. (6) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. (7) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. (8) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. (9) INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WALL BE CONSTRUCTED. (10) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. (11) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. (12) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. (13) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. (14) FILL AREAS MUST BE COMPACTED TO 907, PRIOR TO PIPE INSTALLATION. (15) APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A 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. (16) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS 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. (17) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. (18) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. (19) UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. (20) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. (21) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. (22) USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE, (23) 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 EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. (24) 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. (25) WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. �O Q(ROFESS /O h oy� •p'Pp i� w � = N0.43235 � m EXP 3 -31 -16 z Sj. CIViI \P 9TF OF CALIF ,aa r°7 TRENCH RESURFACING PER CITY OF --_� ENCINITAS STANDARD DRAWING Lo N co �W� S. COAST HIGHWAY 101 11 +00 10 +50 yL/ EXISTING GAS LINE NOTE: WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH ENGINEER FOR REQUIRED CLEARANCES. A.504FRA16- R/W I4f&otjff Slihlt $E047',4SNAD Pot POT mo crwo. — — STORM DRAIN 0 \\ O1& WF -04 759 - - - -- -4,- --- - - -- - R5 I Lu 0 0 r 80.67EG 80.4 o u `c c r 79T c LONTRAC7_01Z TO OBTAIN APNOVAL O PL AA/ ° X199 ° ° oNr2o� o oR MoM LZT`/'S 7-IM�FIC oiv. ro rA PRLo2 S 21" OF I,JOR K IN LOASr NW Y. o2 Z ST :o� 19�tiEL 199�gE� � w "I I wv0 w 1 w w 6" HOT TAP AND T.B. ''' 12 S.F. m INDUSTRIAL L 6" GV FIRE HYDRANT I I 3 - II W II CONCRETE SPLASH PAD EX CURB 4X4 II 79 gOTC EX SURFACE : II - N EX 12" PVC STORM DRAIN PIPE II 76.70 T.O.P. 1 75.621E " PVC PIPE (CL900) II n I I I 12 " ++ °+ C) 90' BEND WITH TRUST BLOCK 12 S.F. 8 "X6" REDUCER i II® o vi la HYDRANT CONNECTION NOT TO SCALE II = 13� 10 +33 I S.F. n 1.30 -6" FIRE SERVIC `' \ 5 �CL900� 91 . �5 1966 �. NEW GAS LINE I 1Ri ,.?v ayv e °av �:v.R a "V�R v'; " ±'e ,&ry .4 4 v:6 45 END',' ♦ '.: ,v,.y,v R7 v (BY OTHERS) _ N b5'5815 W. 100.4 : 9 AND T.Er. 6 S.F:: o i�- a <` I CONSTRUCT 6" FIRE SERVICE WITH j I TRACER WIRE PER WP -01, WITH DCDA BACKFLOW PREVENTION UJI CE AND F� LU - BE HA46TAIdCO Id ACCOiLORAGE To fiWjL&A J4MIEN F t 1 F .q 1 9 770 MID REMbVAL. Co4GNA4 , 1, 68351 K& 144019AWP" El FFE 79.0 0oc 2P40 R °i 11d.4'f I:.o J1 Lol E s RF I LK � El MAP 514 � ° v I 0 5 10 20 30 SCALE: 1" = 10' CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DDIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. HZ A KS S L uiL DESCRIPTTON:2" BRASS DISC PLANS P ABED DER SUPERVISIO OF RECOMMENDED: APPROVED: FIRE SERVICE PLANS FOR: LOCATION:CURB ON THE E. SIDE OF VULCAN AVE. " - DATE: 960 SOUTH COAST HIGHWAY 101 200 FEET N. OF E. ST. HORIZONTAL: 1 x . ` 12017 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. R.C.E. NO.: 43235 �^ `Y� CAPRI ENCINITAS, LLC 1032 VERTICAL. 1 X MASIH MAHER GLENN PRUIM APN: 258 - 182 -07 ELEVATION: D88 H 90DI EXP.: 3 -31 -16 3D T 0/ 1S 3 E PLANNING CASE NO: 13 -043 DR /TM /CDP /EIA SHEET 5 OF 12 DATUM: NAVD88 A5 -5UILT n r i J Lo Lo I 0) N v O N rn U 0 69 s Z 0 0 N (n U of W U Z O En En O 00 Z w w Z z w U) ° .n 9 '°I'9�� 1g669E� 1g68o 1i� - — — � 1 1 1a 19 19. 19. �1M8"GV 1� 1 . i w w w w �EX 12" AC MAIN (CL -150) PER DWG SDWD -82 -15 r°7 TRENCH RESURFACING PER CITY OF --_� ENCINITAS STANDARD DRAWING Lo N co �W� S. COAST HIGHWAY 101 11 +00 10 +50 yL/ EXISTING GAS LINE NOTE: WATER SERVICE CROSSINGS SHALL BE POT HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH ENGINEER FOR REQUIRED CLEARANCES. A.504FRA16- R/W I4f&otjff Slihlt $E047',4SNAD Pot POT mo crwo. — — STORM DRAIN 0 \\ O1& WF -04 759 - - - -- -4,- --- - - -- - R5 I Lu 0 0 r 80.67EG 80.4 o u `c c r 79T c LONTRAC7_01Z TO OBTAIN APNOVAL O PL AA/ ° X199 ° ° oNr2o� o oR MoM LZT`/'S 7-IM�FIC oiv. ro rA PRLo2 S 21" OF I,JOR K IN LOASr NW Y. o2 Z ST :o� 19�tiEL 199�gE� � w "I I wv0 w 1 w w 6" HOT TAP AND T.B. ''' 12 S.F. m INDUSTRIAL L 6" GV FIRE HYDRANT I I 3 - II W II CONCRETE SPLASH PAD EX CURB 4X4 II 79 gOTC EX SURFACE : II - N EX 12" PVC STORM DRAIN PIPE II 76.70 T.O.P. 1 75.621E " PVC PIPE (CL900) II n I I I 12 " ++ °+ C) 90' BEND WITH TRUST BLOCK 12 S.F. 8 "X6" REDUCER i II® o vi la HYDRANT CONNECTION NOT TO SCALE II = 13� 10 +33 I S.F. n 1.30 -6" FIRE SERVIC `' \ 5 �CL900� 91 . �5 1966 �. NEW GAS LINE I 1Ri ,.?v ayv e °av �:v.R a "V�R v'; " ±'e ,&ry .4 4 v:6 45 END',' ♦ '.: ,v,.y,v R7 v (BY OTHERS) _ N b5'5815 W. 100.4 : 9 AND T.Er. 6 S.F:: o i�- a <` I CONSTRUCT 6" FIRE SERVICE WITH j I TRACER WIRE PER WP -01, WITH DCDA BACKFLOW PREVENTION UJI CE AND F� LU - BE HA46TAIdCO Id ACCOiLORAGE To fiWjL&A J4MIEN F t 1 F .q 1 9 770 MID REMbVAL. Co4GNA4 , 1, 68351 K& 144019AWP" El FFE 79.0 0oc 2P40 R °i 11d.4'f I:.o J1 Lol E s RF I LK � El MAP 514 � ° v I 0 5 10 20 30 SCALE: 1" = 10' CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DDIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. HZ A KS S L uiL DESCRIPTTON:2" BRASS DISC PLANS P ABED DER SUPERVISIO OF RECOMMENDED: APPROVED: FIRE SERVICE PLANS FOR: LOCATION:CURB ON THE E. SIDE OF VULCAN AVE. " - DATE: 960 SOUTH COAST HIGHWAY 101 200 FEET N. OF E. ST. HORIZONTAL: 1 x . ` 12017 -G RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. R.C.E. NO.: 43235 �^ `Y� CAPRI ENCINITAS, LLC 1032 VERTICAL. 1 X MASIH MAHER GLENN PRUIM APN: 258 - 182 -07 ELEVATION: D88 H 90DI EXP.: 3 -31 -16 3D T 0/ 1S 3 E PLANNING CASE NO: 13 -043 DR /TM /CDP /EIA SHEET 5 OF 12 DATUM: NAVD88 A5 -5UILT n r i J Lo Lo I 0) N v O N rn U 0 69 s Z 0 0 N (n U of W U Z O En En O 00 Z w w Z z w U) C) O_ N.T.S. EROSION CONTROL LEGEND -A 13 o DENOTES SILT FENCE PER CASQA SE -1 \, "' - DIRECTION OF FLOW CATCH BASIN PER GRADING PLANS N CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE t PER *CASQA TC -1. o 0 S. COAST HIGHWAY 101 ° �� DENOTES GRAVEL BAG STORM DRAIN INLET PROTECTION a, PER *CASQA SE -4 & SE -10. SPILLWAY 3 GRAVEL FILLED GRAVEL BAGS °- �\��`� \`\ MATERIAL DELIVERY AND STORAGE PER *CASQA WM -01 ARE STACKED TIGHTLY _ w` MATERIAL USE PER *CASQA WM -02 in o �� `� \�� STOCKPILE MANAGEMENT PER *CASQA WM -03 A o N ` ` PLAN VIEW SOLID WASTE MANAGEMENT PER *CASQA WM -05 0 CONCRETE WASTE MANAGEMENT PER *CASQA PONDING HEIGH� WM -08 PILLWAY i a z "PVC STORY DRAIN 9'0.59,' _ _ O I SANITARY /SEPTIC WASTE MANAGEMENT PER *CASQA WM -09 SECTION A -A _ 6" PVC P ' " "l °, ti' *CASQA CALIFORNIA STORMWATER BMP HANDBOOK CONSTRUCTION RISER ST U �\ \l%\ .4.', �.9' .,. ��. w \ U NOTES: T _ _ OGRAVEL BAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE o o o o p e y GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED N 6558'15" W 100.20' I AND PACKED TIGHTLY. Pow 2. LEAVE ONE GRAVEL BAGS GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. FFE 80.00 3. INSPECT BARRIERS AND REMOVE SEDIMENT I AFTER EACH STORM EVENT. SEDIMENT AND 1- GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. o 156 v� STORM DRAIN INLET PROTECTION (PVT) (CASQA SE -10) �s 5�� NOT TO SCALE w STABILIZED CONSTRUCTION GRAVEL BAGS I�v�� ly CASQA SSE -10 t t 50' MIN. EXISTING ROAD ENTRANCE ( ,� ) � , , 1 � ' �, >�! I CONCRETE (CASQA TC -1) A� WASHOUT AREA \ � ` � 8" MIN _111 -III -III SPECIFIED BY A UNLESS OTHERWISE l° e SOILS ENGINEER SILT FENCE a I `il W CON BERMED w p (CASQA SE -1) { ° �) W CONTAINMENT PROFILE ICI �/? '�'f`; REA EXISTING GROUND o LOT o ' ...... ,. �, 50' MIN. MIN. e o ao� o s ELK 0 MAP 148 � � � � ICI _ ..z. , � aka o � �� I 16 MIN. og 0 '00 0 EXISTING ROAD NOTES: Sao m 38� SOLID WASTE MAN MENT > >m� l 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A PLAN �p I CASQA AS 5. v l4 ` ' PROVIDE APPROPRIATE TRANSITION DRAINAGE SYSTEM. O BETWEEN STABILIZED CONSTRUCTION O6 1 ( ❑O 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT 10' MIN. ENTRANCE AND EXISTING ROAD I CONCRETE WASTE MANAGEMENT 1,' 25 FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL BE p N`T +1e 3. PROVIDED ON SITE. 3/4" CRUSHED ROCK A I (CASQA WM -08) - a81 1 P7I ' I SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR -n: v - CONTAINED, DRIED, PICKED UP AND DISPOSED OF PROPERLY. s A L \' CONCRETE WASTE MANAGEMENT STABILIZED CONSTRUCTION ENTRANCE (CASQA TC -1) �� NOT TO SCALE ( - ) ~`j/ ..v c` CASQA WM 8 FFE 394 _____ `\ \\ `` NOT TO SCALE EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH ROW � Q _ SUPPORT. N'O55fi'5fi -W 100 0 — _ — _ — v v ac PAU�1a�Nr Ac PA EMENT cv ' I 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO STEEL OR 4 BY 4 IN (10 BY 10 CM) THE POSTS. /� > V TRENCH UPSLOPE FROM AND �! WOOD POST ,,—ATTACH FILTER FABRIC - ALONG THE LINE OF POSTS. r SECURELY TO UPSTREAM 150 SIDE OF POST. p. NOTE V AC Pa�77 1. -THE CONTRACTOR SHALL AS G S - GAS —' GAS GAS AS GAS --- GAS -S�' GAS =—' GAS GAS GAS — '��'r -- GAS - e v -v At: __ INSPECT AND REPAIR FENCE (]PB ALLEY - �~ WTR p �—. / /� / �- / AND REMOVE SEDIMENT. _ _.. T AFTER EACH STORM EVENT c RGw OP8 $ 2.- REMOVED SEDIMENT SHALL SANITARY/WASTE MANAGEMENT MATERIAL DELIVERY & STORAGE PP v 4 IN 10 CM BE DEPOSITED TO AN AREA ( ) THAT WILL NOT CONTRIBUTE TO � 10' (3m) MAXIMUM SPACING WITH SEDIMENT OFF -SITE AND CAN CASQA TC -1 (CASQA WM -01) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE ( ) WIRE SUPPORT FENCE BE PERMANENTLY STABILIZED. c MATERIAL USE I 6' (1.8m) MAXIMUM SPACING WITHOUT THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL � (CASQA WM -02) INTO THE TRENCH. WIRE SUPPORT FENCE. ON 3.—SILT FENCE SHALL BE PLACED CONTOURS TO FACILITATE < STOCKPILE MANAGEMENT I I MAXIMUM PONDING EFFICIENCY. (CASQA WM -03) I) VIII I I FILTER FABRIC ��f Ic Ic 0 5 10 20 30 r i WIRE � K &S GINEER G INC. aeeoFesso SCALE: 1" = 10' Plan ni n i ng Surveying y�� = N0.43235 m EXP 3 -31 -16 A i s 7801 Mission Center Court, Suite 100 San Diego, CA 92108 ss9 C V1l s SILT FENCE (CASQA SE -1) (619) 296 -5565 Fax: (619) 296 -5564 rF °/ �� +v NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. NA I KS DESCRIPTION:2" BRASS DISC PLANS PREP ED ER SUPERVISION 9F RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: z LOCATION:CURB ON THE E. SIDE OF VULCAN AVE. " - DATE: V /Vzr 960 SOUTH COAST HIGHWAY 101 i 200 FEET N. OF E. ST. HORIZONTAL: 1 10 -7` 12017 -G RECORD FROM: SO. CO. /CITY OF ENCINITAS PT R.C.E. NO.: 43235 "AAJ - CAPRI ENCINITAS, LLC N0. 1032 VERTICAL: 1 " = X' MASH MAHER GLENN PRUI APN: 258 - 182 -07 ELEVATION: 92.004 RRODI EXP.: 3 -31 -16 313 d l S 3 3Z4 DATUM: NAVD88 PLANNING CASE N0: 13 -043 DR /TM /CDP /ETA SHEET 6 OF 12 i s s ALL LEVEL PLANTER AREAS SHALL RECEIVE 2" LAYER OF SHREDDED REDWOOD "WALK -ON" BARK MULCH. PLANT LEGEND PLANT BOTANICAL NAME SIZE QTY DETAIL WUCOLS SYMBOL COMMON NAME DRAWN eY: CHECKED Er: ENGINEERING DIVISION APPROVALS CLASSIF. DRAWING NO. CASSIA LEPTOPHYLLA 48" BOX 4 E / L4 MOD GOLD MEDALLION TREE - STREET TREE DESCRIPTION:2" BRASS DISC LOCATION: CURB ON THE E. SIDE OF VULCAN FRO S FEET CI OF E. ST. RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1032 ELEVATION: 92.004 DATUM: NAVD88 HORIZONTAL: 1„ 10' VERTICAL: N!B PLANS PREPARED UNDER SUPERVISION OF DATE:? ! 1 R.L.A. NO.: 3392 2SgTEVE HUTTER EXP.: 3 -31 -17 RECOMMENDED: FESTUCA GLAUCA "ELIJAH BLUE" 1 GAL 68 F / L4 MOD BLUE FESCUE CASSIA LEPTOPHYLLA MASIH MAHER 3/3n/IS GLENN PRUI 3 9� �S GOLD MEDALLION TREE - STREET TREE 36" BOX 3 E / L4 MOD v SOLANUM JASMINOIDES 15 GAL 2 F / L4 LOW POTATO VINE COMMUNIS "COMPACTA" OMYRTUS DWARF MYRTLE 5 GAL 11 F / L4 LOW O PENNISETUM ORIENTALE 1 GAL 84 F / L4 MOD CHINESE FOUNTAIN GRASS O TULBAGIA VIOLACEA 1 GAL 101 F / L4 LOW SOCIETY GARLIC NOTES: MAINTENANCE 1. ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THE OWNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT ROOT BARRIERS 1. "DEEP ROOT" UB -24 ROOT BARRIER (TYPICAL) FOR ALL TREES WITHIN 5' OF HARDSCAPE — Noted w/ "RB" 2.TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC IMPROVEMENTS, INCLUDING WALKS, CURBS, OR STREET PAVEMENTS OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. DO NOT WRAP ROOT BARRIER AROUND ROOT BALL (TYP). 3. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF ENCINITAS LANDSCAPE REGULATIONS, THE LAND DEVELOPMENT MANUAL LANDSCAPE STANDARDS, AND ALL OTHER CITY AND REGIONAL STANDARDS. 4. A RAISED CONCRETE OR OTHER CURB OF AT LEAST 6 INCHES IN HEIGHT WILL BE PROVIDED TO ALL LANDSCAPE AREAS IN OR ADJACENT TO ALL VUA AREAS FOR PROTECTION FROM VEHICULAR DAMAGE. EXISTING SEWER ST H 6' V.0 SEXR MAN _......._. - `" 6' A.0 WATER MAIN Alley 1. ALL PROPOSED IRRIGATION SYSTEMS WILL USE AN APPROVED RAIN SENSOR SHUT —OFF DEVICE. (PER SEC. 142.0403) 2. IRRIGATION: AN AUTOMATIC, ELECTRICALLY CONTROLLED IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT , AND MAINTENANCE OF THE VEGETATION IN A HEALTHY, DISEASE RESISTANT CONDITION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELECTED. PROPOSED SYSTEM SHALL USE LOW PRECIPITATION SPRAY HEADS TO MINIMIZE WATER WASTE. 3. MULCH: ALL REQUIRED PLANTING AREAS SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 2 INCHES, EXCLUDING SLOPES REQUIRING REVEGETATION AND AREAS PLANTED WITH GROUNDCOVER. ALL EXPOSED SOIL AREAS WITHOUT VEGETATION SHALL ALSO BE MULCHED TO THIS MINIMUM DEPTH. ALL LAA/ D SCA PxA/4, rAEE5, ANO ZKAI &r*rrON WrrNSN /L/6J TO BE AA&1fArfLY MAXA/TAr&e,0 4V *04009'1LTY OWNE/f Z.A.W. E&C . MASA/r AA/O R EMOUAL COVEA/&A/f 20 /s- Ois &cOE CAN 3- 14 - /S. \36" BOX �l 36" BOX 136" BOX ,0 ©D 0 a ni; I— W ui cl 1( n V J "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPEi REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT." O FOR EXISTING TREES TO BE I FOR PLANTING SPECS AND DETAILS, REMOVED — SEE LEGEND ABOVE. SEE BUILDING PERMIT SET. PLANTING PLAN IN PUBLIC ROW 0 10 20 30 7m7==mr7 SCALE IN FEET SCALE: 1": 10' -0" CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN eY: CHECKED Er: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS V t!=T DESCRIPTION:2" BRASS DISC LOCATION: CURB ON THE E. SIDE OF VULCAN FRO S FEET CI OF E. ST. RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1032 ELEVATION: 92.004 DATUM: NAVD88 HORIZONTAL: 1„ 10' VERTICAL: N!B PLANS PREPARED UNDER SUPERVISION OF DATE:? ! 1 R.L.A. NO.: 3392 2SgTEVE HUTTER EXP.: 3 -31 -17 RECOMMENDED: APPROVED: PLANTING PLAN FOR: 960 SOUTH COAST HIGHWAY 101 CAPRI ENCINITAS, LLC APN: 258 - 182 -07 PLANNING CASE NO: 13 -043 DR/TM /CDP /EIA 12017 -G MASIH MAHER 3/3n/IS GLENN PRUI 3 9� �S SHEET 7 OF 12 fats - lLj 0 0 N rn U 0 w 9 W nr -YES &EV1EwEO ,allo TEMPORARY SHORING GENERAL NOTES APPNOVis APPROVED BY ESGIL LORP. AS PC it /5 -3V9 ON 3 - t/ - GENERAL TIMBER 1. ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) OR HEM -FIR PRESSURE TREATED, AND SHALL BE GRADE 1. THESE DOCUMENTS DEPICT CONSTRUCTION OF TEMPORARY SHORING REQUIRED TO CONSTRUCT THE MARKED #2 OR BETTER. DEVELOPMENT AT 960 SOUTH COAST HIGHWAY 101 IN THE CITY OF ENCINITAS, CA. THE WORK INCLUDES DRILLING - HOLES, INSTALLING SOLDIER PILES AND INSTALLING TIMBER LAGGING. CONSTRUCTION PROCEDURES 2. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL BE THOSE CONFORMING 1. SOLDIER BEAM CONSTRUCTION: WITH THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE MOST RECENTLY ADOPTED BY THE PERMITTING 1.1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE DRAWINGS. AUTHORITY. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE. I ,: 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND VERIFY ALL DIMENSIONS AND 1.3 PLACE A MINIMUM OF 2,500 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE BOTTOM OF THE LAGGING PER PLAN & LAGGING PER PLAN & `'; ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE(S). PROPOSED EXCAVATION. I ELEVATION I ELEVATION 4. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS SHOWN 1.4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM OF THE PROPOSED EXCAVATION TO (` FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. EXISTING GRADE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING SITE RECORDS OF EXISTING UTILITIES AT UTILITY w I = w 2 I ` COMPANY OFFICES AND THE OFFICE OF THE CITY ENGINEER TO DETERMINE CONDITIONS UNDER WHICH WORK WILL BE PERFORMED. 2. LAGGING PLACEMENT: 2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS. = t- z 4 LU SH-1 I w LU 6. THE CONTRACTOR SHALL FORMULATE THE CONTRACTOR'S OWN CONCLUSIONS AS TO THE EXTENT OF EXISTING 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED -j c) J SUB - SURFACE CONSTRUCTION. NOT ALL UTILITIES AND SUB - SURFACE CONSTRUCTION ARE SHOWN ON THESE INSURING BEARING BETWEEN THE CUT SOIL & WOOD LAGGING, BY COMPACTING SAND, GRAVEL, = W �, W DRAWINGS. CONTRACTOR HAS FULL RESPONSIBILITY TO AVOID SUB - SURFACE UTILITIES AND CONSTRUCTION. COMPACTED SOIL, SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS. a a 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER 23 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 1" MAXIMUM, PACK GAPS \X OF RECORD OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. WITH NON- SHRINK GROUT. 8. DURING SHORING, OTHER CONSTRUCTION WORK MAY BE IN PROGRESS. THE CONTRACTOR SHALL BE AWARE OF SHORING WALL MONITORING C' •, OTHER WORK BEING PERFORMED AND SHALL COORDINATE HIS WORK WITH OTHER WORK IN PROGRESS, INCLUDING jj\ - EMBEDMENT j,� EMBEDMENT WORK IN PUBLIC RIGHTS -OF -WAY. 1. SURVEY MONITORING OF THE SHORING WALLS SHALL BE THE RESPONSIBILITY OF THE GENERAL �\ ELEVATION PER \\ ELEVATION PER 9. ELEVATIONS SHOWN FOR TOP -OF- SHORING ARE APPROXIMATE. TOP -OF- SHORING ELEVATION IS TO BE COORDINATED CONTRACTOR. CONTROLLED SURVEYING SHALL BE PERFORMED TO DETERMINE THE INITIAL ELEVATION AND LEAN ' \' SCHEDULE LEAN ' \\ , SCHEDULE WITH FIELD CONDITIONS. GROUND SURFACE ELEVATIONS MAY BE EXISTING OR REPRESENTATIVE OF EXCAVATED OR PLAN LOCATION OF THE MONITORING POINTS, AND THE VERTICAL AND HORIZONTAL MOVEMENT OF THE CONCRETE CONCRETE < , FILLED GRADES. ELEVATIONS SHOWN AT THE EXCAVATION LEVEL ARE THE APPROXIMATE DEPTH OF EXCAVATION MONITORING POINTS THEREAFTER. PER NOTES PER NOTES FOR THE FOUNDATION ADJACENT TO THE SHORING. 2. MONITORING POINTS SHALL CONSIST OF BOLTS OR RODS EMBEDDED INTO THE OBJECT OF INTEREST, OR =` 10. THE PRIME CONTRACTOR AND SUB - CONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND CROSS -HAIRS SCRIBED ONTO A PLATE THAT IS ATTACHED TO THE FACE OF THE OBJECT OF INTEREST. SAFETY OF THE WORKERS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY ACCURACY SHALL BE TO ± 0.005 FEET. HAND RAILS, EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION 3. MONITORING POINTS SHALL BE ESTABLISHED: STRUCTURAL STRUCTURAL EQUIPMENT INTO AND OUT OF THE EXCAVATION, TEMPORARY SHORING OF EXCAVATIONS AND STABILITY OF ALL A. AT THE TOP OF THE SHORING WALLS AND SPACED NO MORE THAN TWENTY -FIVE FEET (26) ON CENTER CONCRETE CONCRETE TEMPORARY EXCAVATIONS AND CUT SLOPES. AROUND THE ENTIRE WALL PERIMETER. PER NOTES BOTTOM OF PER NOTES BOTTOM OF 11. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN B. ON ALL EXISTING STRUCTURES THAT ARE SENSITIVE TO MOVEMENT (AS DETERMINED BY THE OWNER'S EXCAVATION EXCAVATION STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. REPRESENTATIVE) AND WITHIN A DISTANCE FROM THE EXCAVATION EQUAL TO THE FINAL HEIGHT OF 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE SOLDIER PILES. SOLDIER PILES SHALL BE THE EXCAVATION. .� �\ DRILLED TO DIMENSIONS SHOWN ON THE SHORING PLANS. SHAFTS SHOULD BE CLEANED AND FREE OF LOOSE 4. IN GENERAL, SURVEY MONITORING AND REPORTING OF DATA SHALL OCCUR ONCE WEEKLY, UNLESS THE X \\ SLOUGH PRIOR TO PLACING CONCRETE. IF WATER ENTERS THE SHAFT, IT SHOULD BE PUMPED FROM THE SHAFT PROGRESS OF CONSTRUCTION DICTATES A LESS OR MORE FREQUENT SURVEY, AS DETERMINED BY THE F \\ ; \\ PRIOR TO PLACING OF CONCRETE AND REINFORCING. UNDER NO CIRCUMSTANCES SHOULD CONCRETE BE PLACED IN OWNER'S REPRESENTATIVE. IF ANY MOVEMENTS EXCEED 1/2 ", MONITORING FREQUENCY SHALL BE z \\ z Lu \\ MORE THAN 6- INCHES OF WATER. INCREASED TO A DAILY SURVEY IN THE AREAS OF CONCERN. IF ANY MOVEMENTS EXCEED 1 ", REMEDIAL _j o �� \\ 13. WHERE CAVING CONDITIONS ARE ENCOUNTERED DURING THE INSTALLATION SEQUENCE, NO FURTHER DRILLING MEASURES SHALL BE CONSIDERED. z = z = �\ SHALL BE ALLOWED UNTIL THE CONTRACTOR SELECTS A SUITABLE METHOD TO PREVENT GROUND MOVEMENT. � N 14. SPECIAL INSPECTION, SPECIAL TESTING AND REPORTING AND COMPLIANCE PROCEDURES, IN ACCORDANCE WITH DEWATERING SYSTEM LuL.0 W LU W CHAPTER 17 OF THE C.B.C., SHALL BE PROVIDED. THE SHORING SYSTEM HAS BEEN DESIGNED ASSUMING THE WATER TABLE WILL BE BELOW THE BOTTOM OF THE ° 15. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS USED SHALL EXCAVATION. IF THE TABLE IS ABOVE THE BOTTOM OF THE EXCAVATION, A COMPREHENSIVE DEWATERING SYSTEM Lu SOLDIER BEAM PER "' SOLDIER BEAM PER BE THE SAME AS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER. MUST BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER FOR THE SCHEDULE SCHEDULE 16. THE DESIGN IS BASED ON THE 2013 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING & PROJECT. THIS REQUIREMENT REMAINS IN EFFECT UNTIL THE BASEMENT WALL. BASEMENT SLAB -ON -GRADE AND SHORING MANUAL, JANUARY 2011, PAGES 10 -1 TO 10 -42 CALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE GROUND FLOOR SLAB HAVE BEEN INSTALLED AND REACHED FULL TWENTY -EIGHT (28) DAY STRENGTH. REFERENCE. MINIMUM SURCHARGE OF 100 PSF HAS BEEN USED IN THIS DESIGN TO ACCOUNT FOR NORMAL TRAFFIC LOADING. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF "H" FEET (WHERE "H" EQUALS THE HEIGHT OF THE RETAINED EARTH) FROM THE BACK OF LAGGING. CAISSON PER SCHEDULE CAISSON PER SCHEDULE 17. TEMPORARY SHORING ARE CONSTRUCTED AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE (fc = PER NOTES) I (fc = PER NOTES) PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY UNDERSTOOD THAT THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING LOADS PRESCRIBED BY THE BUILDING CODE. SOILS CRITERIA REPORT BY: ALLIED EARTH TECHNOLOGY SILVERTON AVENUE, SUITE 317 CANTILEVER SECTION BEAMS S1 -S3 TYPICAL BACKLAGGED CANT. SECTION A92126 SAN DIEGO, CA 92126 3 1 SH 1 SCALE: NTS SH -1 SCALE: NTS REPORT NUMBER: 12- 1167C1 REPORT DATE: JANUARY 3, 2013 EQUIVALENT FLUID PRESSURES: ACTIVE PRESSURE: 35 PCF (FOR LEVEL BACKFILL) 64 PCF (FOR 1:1 SLOPED BACKFILL) PASSIVE PRESSURE: 350 PCF ALTERNATE MAX PRESSURE: NA LAPS SOIL 3x12 LAGGING PER SOIL 3x12 LAGGING PER RETAINED ELEVATION RETAINED ELEVATION STRUCTURALSTEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A992 SOIL 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND RETAINED ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 1 C14 �`" Lu w Lu w CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND THE j; j� ¢ ° �// Q °w "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH j Z �// i Z MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS. O in 'i O `" 2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF fc 3000 Q a a a f PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE). 0 / 3. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM --- - 'J COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP 3x LAGGING PER SHOWN IS THE MAXIMUM (INCHES). L6x6x%2" WITH 2-5/8"0 ELEVATION SOLDIER BEAM PER SOLDIER BEAM PER ITEM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP x 3" LAG SCREWS = : SCHEDULE SCHEDULE A. CAISSON 2,500 PSI 3/8" 6" PER LAGGING MEMBER (FULL LEAN CONCRETE SHORING HEIGHT) UNDERGROUND SERVICE ALERT " '' ` °....pFESS70`�ql °4R . CALL: TOLL FREE SHEET INDEX4�� LIA��vf' = No. 4363 ✓� �= 1 -$00 SH -1 - TEMPORARY SHORING GENERAL NOTES AND DETAILS 'w 422 -4133 SH -2- TEMPORARY SHORING PLAN SH -3 TEMPORARY SHORING NORTH ELEVATION ;;'�� sT P. 6130 /Av * CORNER LAGGING DETAIL °''q��RVCT °�o��,,, 4 LAGGING DETAIL BEAMS S1 -S5 2 TYPICAL LAGGING DETAIL SH-4 - TEMPORARY SHORING EAST ELEVATION TWO WORKING DAYS BEFORE YOU DIG 5 " CAL,,, °` SH 1 SCALE: NTS SH -1 SCALE: NTS SH-1 SCALE: NTS sH�� SH -5- TEMPORARY SHORING SOUTH ELEVATION CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL GNED DESIAJ DPAWN CHEHLEDBY ENGINEERING DIVISION APPROVAL CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. /HLBY NBY DESCRIPTION: 2" BRASS DISC LOCATION: CURB ON THE E. SIDE OF VULCAN AVE. 200 FEET N. OF. E. ST. RECORD FROM: SD. CO./CITY OF ENCINITAS PT HORIZONAL: NOTED PLANS PREPARED UNDER THE SUPERVISION OF DATE: -20- R.C.E. NO.: 4363 RECOMMENDED: /V `•/A tA- MASIH MAHER APPRO TEMPORARY SHORING PLANS FOR: 960 SOUTH COAST HIGHWAY 101 CAPRI ENCINITAS, LLC. 12017 GLENN PRUIM NO. 1032 NO. 1032 DATUM: NAV088 VERTICAL: N/A HAMID LIAGHAT EXP.: 6 -30 -16 O DATE: ��? �� S DATE: 3 3/ �.� APN:258- 182 -07 PLANNING CASE NO: 13 -043 DR TM /CPD /EIA SHEET 8 OF 12 0 0 N rn U 0 w 9 W CAPRI MIXED USE - TEMPORARY SHORING PLAN SH 2 SCALE: 1/8" = V -0" CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2" BRASS DISC LOCATION: CURB ON THE E. SIDE OF VULCAN AVE. 200 FEET N. OF. E. ST. RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1032 ELEVATION: 92.004 DATUM: NAV088 SCALE HORIZONAL: NOTED VERTICAL: N/A SPECIAL DISTRICT APPROVAL TEMPORARY SHORING SOLDIER BEAM SCHEDULE BEAM MARK SOLDIER BEAM CAISSON 0 MAX CUT LENGTH EMBED. LENGTH TOTAL LENGTH EMBEDMENT SOLDIER BEAM DRAWN BY SIZE (ft,) DIVISION APPROVA (ft) (ft.) ELEVATION NOTES N1 W14X30 2 5.5 13.0 18.5 69.0'± (BL), (SU) N2 W16x36 2 6.5 14.0 20.5 68.0'± (BL), (SU) N3 W16x50 2 8.0 15.5 23.5 67.0'± (BL), (SU) N4 THRU N5 W21x57 2.5 9.5 15.5 25.0 66.0'± (BL), (SU) N6 W21x62 2.5 10.0 16.0 26.0 66.0'± (BL), (SU) N7 W21X62 2.5 10.5 16.0 26.5 66.0'± (BL), (SU) N8 W21x83 2.5 12.0 18.0 30.0 66.0'± (BL), (SU) N9 W21X101 2.5 14.5 19.5 34.0 66.0'± (BL), (SU) E1 W14x53 2 14.0 15.0 29.0 66.0'± (SB), (BL), (TS) E2 THRU E12 W1453 2 8.5 15.0 23.5 66.0'± (SB), (BL), (TS) S1 THRU S2 W1453 2 8.5 15.0 23.5 66.0'± (SB), (TS) S3 W1453 2 8.5 15.0 23.5 66.0'± (SB), (TS) WATERPROOFING & DRAINAGE PER 1301L TNCr PLANS �I. LAGGING ON BACK FLANGE OF BEAM (BL) 1� I I APPROXIMATE SLOPE OF BACKFILL BEYOND WALL, OTHER THAN 1:1 (SB H:V) SURCHARGE FROM ADJACENT EXISTING STRUCTURE (SU) i Al, SURCHARGE FROM TRAFFIC (TS) 3 �� I �I LEAN I CONCRETE „u PER NOTES � (D W Lu iI �c I a I I x Z w Z -� w J Q z w w U cn ui Lu w w m a w STRUCTURAL CONCRETE PER NOTES �\ 4 u NEW BUILDING WALL PER STRUCTURAL FOR ADDITIONAL DETAIL SEE SH -1 -- BASEMENT FS --- - - - - -- ----- - - - - -- PAD ELEVATION PER ARCHITECT EMBEDMENT ELEVATION PER SCHEDULE SOLDIER BEAM PER SCHEDULE BOTTOM OF EXCAVATION FOR FOOTING FAR ADDITIONAL :TAIL SEE b EXTRUDING PORTION OF STEEL BEAM TO BE REMOVED PER ARCH. EW BUILDING WALL ER STRUCTURAL 2 CANT. SECTION AT SLOPED BACKFILL r3 BACKLAGGING AT P. L. SH-2 SCALE: NTS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT TEMPORARY SHORING PLANS FOR: 960 SOUTH COAST HIGHWAY 101 CAPRI ENCINITAS, L.L.C. APN: 258 - 182 -07 PLANNING CASE NO: 13 -043 DR/TM /CPD /EIA SH -2 DRAWING NO. 12017 -G SHEET 9 OF 12 W -2 SCALE: NTS L,... DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVA AJ /HL AJ HL PLANS PREPARED UNDER THE SUPERVISION OFe� RECOMMENDED: APPRO DATE:3- ZO-IS AA MASIH MAHER GLENN PRUIM 1 R.C.E. NO.: 4363 HAMID LIAGHAT EXP.: 6 -30 -16 DATE: 313 0/ 1 S DATE: SH-2 SCALE: NTS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT TEMPORARY SHORING PLANS FOR: 960 SOUTH COAST HIGHWAY 101 CAPRI ENCINITAS, L.L.C. APN: 258 - 182 -07 PLANNING CASE NO: 13 -043 DR/TM /CPD /EIA SH -2 DRAWING NO. 12017 -G SHEET 9 OF 12 W 90.0' 85.0' .. . 80.0' 75.0' .............. 70.0' 65.0' 60.0' CONCRETE 55.0' CAISSON PER - SCHEDULE - 50:0' EMBEDMENT ELEVATION PER SCHEDULE N NORTH WA SH -2 J SCALE: 1/8" = V -0" LL TEMPORARY SHORING ELEVATION SH -3 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL D DRAWN BY CHEHLEDBY ENGINEERING DIVISION APPROVAL CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. /HLBV DESCRIPTION: 2" BRASS DISC LOCATION: CURB ON THE E. SIDE OF VULCAN AVE. 200 FEET N. OF. E. ST. RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1032 ELEVATION: 92.004 DATUM: NAV088 HORIZONAL: NOTED VERTICAL: N/A PLANS PREPARED UNDER THE SUPERVISION OF DATE: ^2.Q- , , , , 4 , n 1 .aa_[__�[" R.C.E. NO.: 4363 HAMID LIAGHAT EXP.: 6 -30 -16 RECOMMENDED: MASIH MAHER DATE: 3/ 0/15 APPRO D: TEMPORARY SHORING PLANS FOR: 960 SOUTH COAST HIGHWAY 101 CAPRI ENCINITAS LLC. APN:258- 182 -07 PLANNING CASE NO: 13 -043 DR/TM /CPD /EIA 12017 -G GLENN PRUIM DATE: 3� �✓r - -DG PE SHEET 10 OF 12 N NORTH WA SH -2 J SCALE: 1/8" = V -0" LL TEMPORARY SHORING ELEVATION SH -3 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL �ESIAJ DRAWN BY CHEHLEDBY ENGINEERING DIVISION APPROVAL CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. /HLBV DESCRIPTION: 2" BRASS DISC LOCATION: CURB ON THE E. SIDE OF VULCAN AVE. 200 FEET N. OF. E. ST. RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1032 ELEVATION: 92.004 DATUM: NAV088 HORIZONAL: NOTED VERTICAL: N/A PLANS PREPARED UNDER THE SUPERVISION OF DATE: ^2.Q- , , , , 4 , n 1 .aa_[__�[" R.C.E. NO.: 4363 HAMID LIAGHAT EXP.: 6 -30 -16 RECOMMENDED: MASIH MAHER DATE: 3/ 0/15 APPRO D: TEMPORARY SHORING PLANS FOR: 960 SOUTH COAST HIGHWAY 101 CAPRI ENCINITAS LLC. APN:258- 182 -07 PLANNING CASE NO: 13 -043 DR/TM /CPD /EIA 12017 -G GLENN PRUIM DATE: 3� �✓r SHEET 10 OF 12 0 w 0 0 c d o Lo m ¢m W W `�N EAST WALL SH -4 SCALE: 1/8" = 1' -0" TEMPORARY SHORING ELEVATION I U) T� N m m SH -4 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY _- ° A`j CHECKED BY ENGINEERING DIVISION APPROV S CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED- APPR D TEMPORARY SHORING PLANS FOR: LOCATION: CURB ON THE E. SIDE OF VULCAN AVE. HORIZONAL: NOTED DATE:.3- 2d^ $ /1/l , 960 SOUTH COAST HIGHWAY 101 12017 -G 200 FEET N. OF. E. ST. MASIHMAHER GLENN PRUIM CAPRI ENCINITAS LLC. RECORD FROM: SD. CO. /CITY OF ENCINITAS PT . , NO. 1032 R.C.E. NO.: 4363 ELEVATION: 92.004 VERTICAL: N/A EXP.: 6 -30 -16 DATE: 30 ( DATE: 3/2///5- APN: 258 - 182 -07 DATUM: NAV088 HAMID LIAGHAT 3 i / S PLANNING CASE NO: 13 -043 DR /TM /CPD /EIA SHEET 11 OF 12 ¢0¢0 W W o0 (.J i RTR F FT i �� n / ;)///////////////////// r//.!//. r// r/ r// f/////// fiiififl ilfiiiirifiirri ,�,rr,�.ii�rriir�iririrr .. r // /iaia /i /,zw /i / /� // /i% r r j SHORING WALL NOT SHOWN f _ FOR CLARITY. r REFER TO SHEET SH -2 AND SH -4 FOR EAST LL FORMAT ON N WOOD LAGGING PER DETAIL AND ELEVATION 90° BEND 1:1 MAX SLOPE PER CIVIL PLANS 90.0' 90.0 ... . , _` -- SOLDIER -_ w CUT HEIGHT � GRADE BEYOND - - - -- BEAM PER 85.0' = o� S2 S3 SCHEDULE 85.0' C� ! C7 W 1 - - W = = U — — 80.0 fA 80.0 U W 75.0' 75.0' lfl II� 70.0' II I — - -I -- —L— -- —�- - -- 70.0' , - t:i 65.0' l I I 65.0' II ICI 1( I II' III 'I Ijl I �jl 60.0' 60.0' I s 55.0` _ a j l I I 55.0' W 50.0' w =r =1= _1= 50.0' Z-r W U W w 0- CONCRETE EMBEDMENT BOTTOM OF BASEMENT w CAISSON PER ELEVATION PER FOOTING FINISH FLOOR SCHEDULE SCHEDULE rs-`� SOUTH WALL TEMPORARY SHORING ELEVATION SH -5 J SCALE: 1/8" = 1' -0" CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIAJ DAjNBY CHEHLEDBY ENGINEERING DIVISION APPROVA CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. /HLBY DESCRIPTION: 2" BRASS DISC LOCATION: CURB. S THE E. SIDE OF VULCAN AVE. 200 FEET N. OF. E. SL RECORD FROM: SD. CO. /CITY OF ENCINITAS PT NO. 1032 ELEVATION: 92.004 DATUM: NAV088 HORIZONAL: NOTED VERTICAL: N/A PLANS PREPARED UNDER THE SUPERVISION OF DATE: 3 y- Ij5 / °v -11-. R.C.E. NO.: 4363 EXP.: 6 -30 -16 HAMID LIAGHAT RECOMMENDED, ,A^ /r,/�� MASIH MAHER DATE: 3i ® S APPRO D' TEMPORARY SNORING PLANS FOR: 960 SOUTH COAST HIGHWAY 101 CAPRI ENCINITAS, LLC. APN:258- 182 -07 PLANNING CASE NO: 13 -043 DR /TM /CPD /EIA 1201 7 -G GLENN PRUIM DATE: 3/3///S- SHEET 12 OF 12 F v 00 W