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2017-13293-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 •LIMITED GEOTECHNICAL INVESTIGATION IS FOUNDATION RECOMMENDATIONS FOR THE NEW RESIDENCE LOCATED AT 233-2394TH STREET ENCINITAS CALIFORNIA " PREPARED BY GEOTECHINICS INCORPORATED DATED JUNE 9, 2016, PROJECT #165579-1 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL. BF 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 FED ERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HO URS OF 5:30 P.M. AN D 7:30 A.M. NOR ON SATURDAVS, SUNDAVS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTI ON MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, S CTOR 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) 633-2T70. 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. 13293 -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 SACKFILLS 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 PONOING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION, ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION, ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO CHANGE N0I DESCRIPTION DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ERIK GILMER AT (760) 557-1601, 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. 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 SMPAMP 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 IMPBMP. S. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL1 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: 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. S. 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-19531S 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 CATJ10D1lIOZROjEQTl0" ACCORDANCE WITH WC-17 OR WC-18. TITLE 1 GRADING 2 EROSION CONTROL 4 DEWATERING 3 SHORING 4-9 DETAILS 10 AS -BUILT DESCRIPTION: TOISCIN TOPOFCURB EASTSIDEOF VULCANAVE , HORIZONTAL: i_10' LOCATION: 260' NORTH OFE STREET BRNNM.AROOIJNO OATS RECORDFROM: OTYOFENCICONTROLPOINTN0. 1032 VERTICAL WA ELEVATION: 92004' DATD'1I: NAVDR9 RFVIfNFR IM.SPFl:Tl1R .SFNI(IR FNrINFFR 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 PANELSIPLATES. 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 OFFSITE. 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. ONSRE 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. NOWRECYCLABLE 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) 4364151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770, NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - ESD - (760K33-2850 B. GAS & ELECTRIC - SDGE - (760 )-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1E00-227 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. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3526 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 4346 SOFT INCREASE IN IMPERVIOUS AREA: 820 SOFT IMPERVIOUS AREA REPLACED: 3526 SOFT OWNER DASMOD, LLC 1650 N. COAST HIGHWAY 101 ENCINITAS, CA 92024 (760)557-1601 SITE ADDRESS 233-239 FOURTH STREET ENCINITAS, CA 92024 LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP NO. 18962, IN THE CITY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY MAY 10, 2002 AS FILE NO.02-0398639, OFFICIAL RECORDS. I(WE) HEREBY CERTI FY 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 CFIV'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND C05T5, 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 OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROP RTY OR PUBLIC EASEMENTS. SIGNATURE: E DATE: \/4/11 SVEN SIMON FOt OASMOd LLL. SOILS ENGINEER'S CERTIFICATE :a Slave moms I, ERIN RIST A REGISTERED CIVIL ENGINEER,IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBkCERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 9. 2016 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM BigY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGI R. F THEREORE, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONOINCLUPtO IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE ORAMG PLANS NO SP ICATIONS. Yd JUNE U, toll ! JAN. 15,2o16 SIGNED: - RCE NO.. 65122 a QES 4 . 3 EXP. DATE: 0.112-S 7 i PH }, oB- qw JOB #: 165579-1 _ r 6F 1, I i INE RIN ENG E G DESIGN GROUP P 5.. F.- ,a. 'IJ• v, S 2121 MONTIE ROAD SAN MARCOS,CA 92069 f� 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 HISIHER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK BERSPIRMED BY THE ENGINEER. SIGNATURE: DATE: I.9dg BRIAN M. ARDOLINO PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH, CA 92074 (858)259-8212 RCE EXPIRES 12-31-17 EARTHWORKDATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT= 13.3' MAXIMUM VERTICAL DEPTH OF FILL = 4.0' CUT= 31240 C.V. FILL= 210 C.Y. EXPORT-:1230 C.V. REMEDIAL';- 0 C.Y. Yam_. � AMF CAOSLST t L: Q A/CYfTC E Of LT sonwQ �, Po4 GROuuDWATER QSSLHRR[,f NU. 71651 o m FILED AND ACLERTEU ON 1-19.19 z : bA e:ll . 1231 AS FILE a YV17S8 I FIELD OPERATIONS I PLANNING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT IZ•21.11 - � � I 3 I$ ' !1•ZI'17 lL•T7-i7 a � I � = � DATE 5l N DATE RAWNBY: Y' ENGINEERING DIVISION APPROVALS CITYOF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. UNDER SUPERVISION OF RE 6 N OE APP OVED: GRADINGPLANFOR: DATE: I ± I b 233-239 FOURTH STREET DASMODLLC 13293•G R.QE.NO.: 71651 lNOWAK CHRIST NER MAGDOSI, a-S^.ZO/$ APN:258-053-10.00 EKp,; 11-31-f1 DATE DATE CASENO. IBMCOPIihA SHEET 1 OF 10 m LDEV-011301-2017 LEGEND { _ 1_ - 71 , NOTE NDBASEMENTWAfLSUBDRAINSPERMITTEG PROPERIYLLVE I - _ v:� I ` m 1 SEWER LOCATION UN N - - TOSER�RM UNKNOWN; 0.6 NP SUAM1I ISIH E \ ,NEDNFIELD -- -- REXISTING WATERLINEIGHT LK WAYLINE I ,- -_ _ %_ _ -- -- ERFORATEDVC SUB RAI PIPE 4"PERFORATED PVC SUBDRAIN PIPE SU6PPUA1PWITH APPROX LOCATION OF i BYCONTRACTOR SLOPE BIT - - I 33- 30 �A -- Y. ,., � d•PW I WI BUILDIWALL PER STORAGE TO EX 14 X14'BRODI(S BOX EX O'ACPWATER LDIE - x YWIOE _ S - IXISiNG SEWERLINE RETAINING 5 '.. R1d M•SUMP� BIOREFENTION AREA RIBBON GUTTER (OP OF WALL SHED -. ..-398 EXISTING COYTOUR LINE I iI - - + _ _ PER STRUCTURAI WALL PER EX RET WALL_ PERDET. THISSHT - 35 FULL DEP7HACPAVEMENT p(, EDDiB8 3aBe 7E-0 PR41P75E0 SE184CKS 1 iw ARh60IPLgCEWRN4' TOSEREIA3ED PROOSEDBUKDNGFOOTPRINT I _ 36.25 TW PROPOSED PERMANENT SMPAREA. SEE DET THISSHT -- - - - .- 32 -- PROICCTDaVPLA - - _ - - EX WATERMETERAND • 3625 TW 5TW BUBBLER ••..'.` _ _ _ __ J:MiWENT � N 1B TG F - -,7a15 Bw 34178W ��'.. 31. BW ', ' SERVICE TOBEABANVONED PROROSFD DECX PER ARCM PLANS - _ - -_ .. -_: BCN' .'-.FGcil� 301E: BYdNTRILTAT OWNER$ PROPOSED B49EAIENTWALL I - - - 131- -- 31.44 __ 33.19IW - EX RENT WALTO BE L BOTTOM OF WALL 31 19:71 �4,.. Z7 TSI WALL BELOW ..a 19 BW f2o% 250%,j 01• • Al2� p (BVlI ® PROPOSED PLANTER PER ARCH PUNS _ _ _ -- pp w F OECKABOVE L RET WAU PER .. a, 11L88���6� CENTERLINE OF ROAD _ - _ _ I UNIT i SORD"l H II 27.75BW' NEWSEWERLATERAL . 38 PROPOSED CONTOUR LINE I x im ,TB � 'Are _ _. _ -- SINGLE-FAMILYRESIDENCE �L a0% f9.6z R �R�sE_2s$o2 I -I Kw.L BELow SEMENTPAD-K95I1•o t PROPOSEDRETAINING WALL I - -' ' " SEMENT -19.7 -1 T .1d; 1E=19 EXe-VGPSEWERMNN - 1,�. - - 2t - - Ny �'A RD �i .41 p 5TIN TV LEVF,L VE fAPPROX LOCATION, ® PROPOSED WALL PER BUILDINGPLAS I /�My6 'PERF TED VC SUB RAIN PI E - =29 Mom •2537 TO HE VERIFIED INFIELD) TYPICAL WALL ELEVATION PROPOSED STORMORAININLEi =•L $LOPE 1.0%,MINIMUM A25 FS - Z9.SOiW �`� TWOWL�' 13.aX S. p$jRICTi01NSTALL NEW 7' _. 29.D9BW FG 2950BW PROPoSEDSTOIIMCHAIN I - - -- rAcrA� = _ - - - _� ,-COPPER waTERLATERIuAND LOCATIONS SHOWN ON PLAN PROPOSEDSOPUMP I vJ BW ELANDSCARE FG-290B - _-... GJN.51) 29.257W FTk2B75 DUAL METEII PER WAS WS 0 NOT TO SCALE FG FINSGRACE - HISUNIT WC-,IAi OWNERS EXPERTISE -zT - T _.. HED F► - - 3 Ja0XLEPER ABOVE FL FLOW LINE I c EX WALLS ro - z REMbD� .WALL PER - IL O IX REi. WALL SINGLE-FAMILY RESIDENCE �' z ro BE REMOVD FF FNSHDFLDOR BERESpvD v L aa%. FYSB FRONTYAROSETBACK �� TRANSITION FROM PERFORATED BASEMENT �I BASEMENT PAD=ifr.3B 14.330 \ i'^"'ij, Jr WIDE DOING. RIBBON SYSB SIOEYARDSETBACK - ._ _ -1&I- TOSOLI&PVCPPE TW o • ALLBELow BASEMENT FF-1700 I 8'NhI1R IXMIN R GUTTERIL ITCHEA I'm RYSB REAR YARD SETBACK IE 2200 26.m ew BELOW f AtAO 4 Se6ft RIFT. WALL PFR I iG1713 =2f./(.` • 1781E NEWSEWERLITERAL IX L1PM1•EWAYAPRONTO BE, .. _ _ 25 SORSLiP-01 ,.,::, n o. 24'PVC PIPE WI BOTTOMLESS REA10VEp; REPLACE W/CURB. / - 1 I. 71 F PER SDRSO55-02 BROOKS BOX WIUD R GUTTER AND SIDEWALK Jf 221IBW �' f� APPROX.IE-7B9 RIM�.D PER SORSD G-286.7 ` _ _ I;. EX WATERMETERFORIA6 IE 13.26 CHECKVALVE STORNWAI OVERFLOW PIPE I _r. 1 P C - PIPE / - - - -" • iZ - ^25 FOURTHSTTOBERNSED TYP.) TWITRW=3625 - - - -' G= _ - ,'. a FG�7. _ SIORETE TAJ ' ___- _-____._ - '-. _. .. I_. _ E.0%MI RER5 TURAL RET WALL '.< 1450BW W B6.OlY� J ` :. 1'SLNP BIp7E7EMi0N I ` -'*.^ ?. N _ FULLDEEAMJPAVS6ED DROUGHT TOLERANT - . � INRACE FG 2B.00 BASEMENT IRDWOOD MULCHI GRASS PLANTS(TYP.) PER9 TURAL)-- RAL DEPTHAC PAVEMENT e d OVER OR CITY APPROVED iI EE47HSTREETSTORM / 4'PVCIN T y EX, SURF PUMP OF '1 REli REPLACE WITH4' EQUIVALENT 1 DRAIN DETAILL.SHTIO ��" a6HP SUBMERSIBLE LIVE SIOREERDET 1507 24547HSTREETTOSE L_ AC.B'CLASSU y -- - �%-n 15901 \ - LLLS PROTECIEDINPIACEAREA 1 '. SLMP I2 {1 - ` FLm.. EOUT�7.62 THIS SHT LAYER ENGINEERED _ ___ 2'UYER OF 3/B'GRAVEL II 4" RFORAVC SUBDRAIN PIPE W 'SEE NOTBELOW TDyP Rpp1$ 3$2 �� A'PVC PIPE Ir l-AYER OF 914• GRAVEL r�gk 11 SLO➢E f 0%, MINIMUM i I 1' PVC PIPE 1 "SEE NOTE BELOW DEWATERING NOTE © ' - � N ALTERNATING DUPLEX SYSTEM 11VDROMATIC SK60A] NON CLOGI.INO - PRIOR TO REACHING GROUNDWATER TABLE PER THE CE07ECHNICAL ENGINEERS RECOMMENDATIO G GRADING PLAN SUBMERSIBLE PUMP W10.6HP, 1750RPM, 230/1N0 MOTOR AND INTEGRAL LEVEL 3w z 0 MUST CEASE UNTIL AN APPROVED NPDES GROUNDWATER DISCHARGE PERMIT MEETING RWQCB STANDARDS HAS �'�P� SSW/LIDSCALE14iD CDETAILSPE SARRIEESPECIEEREONSAND DETAILS PER CH (SEE ENGINEERED PUMPS) BEEN OBTAINED AND SUBMITTED TO THE CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW RIM2&62 r"4RowoaDMucu OR EQUAL TF=ao 96 L4'PVC TF J'1i44 FG1662 1•PLL'(7Yp) IE 13.26 GROSS COVER OR OUTLET PPE 4'PERFCRATED AND APPROVAL AT SUCH TIME THE APPROVED DEWATERiNG PLAN MAY REQUIRE A CONSTRUCTION CHANGE TO x7sxoPE rENCNEEREO cmAroRovEO SUMP PUMP DETAIL FG 2915 SUBDRAIN THE APPROVED GRADING PLAN TO BE ACCURATELY DEPICTED ON THE DRAWINGS. ONCE APPROVED BY THE P-RAP SOIL LAYER EOUIVLLENT MOTTOSDUE • BIORETENTION'ENGINEERED SOIL' LIVER SHALL BE MINIMUM 26' OEEP'SANDV LOAM' STORMWATER ro2845 A. SOIL MIX WITH NO MORE THAN 5%CLAY CONTENT. THE MIX SHALL CONTAIN 50-so%SAND, CITY OF ENCINITAS AND ADDED TO THE APPROVED GRADING PLAN, AS NECESSARY, THE TEMPORARY 1F�' BUBBLEROYP) M'�62 2030% COMPOST OR HARDWOORD MULCH, AND 2030% TOPSOIL, FREE OF STONES. G27 FLDIV 24A24' PVC PIPE W]BOTTOMLESS STUMPS, ROOTS, OR SIMILAR OBJECTS. AND ALSO FREE OF NOXIOUS WEEDS. DEWATERiNG SYSTEM MAY BE IMPLEMENTED AND INSTALLED FOR GRADING TO RE -COMMENCE, SDRSO C-3 2a0.7 F'� BROOKSBOX wrLIO RETAINING WALL 'w RIM 35.88 r7MRDWOODMULLW LAYERBE ��TF 23 ] '��� IE /6.3fi INCREASE THE ROCKATION AND STORAGE EABILITY OF THE DETAIL THE DEEPENEDTO20LAYEROF M'GR4VEL SUBDSAINMUSTDAnKiN FG 35,89 I-PVLITYPI GRASS COVER OR OF BASIN SHALL BE ELAND HALL BE SIZED BASED ON LCUL EFFECTIVE AREA APPROVED NPDES DEWATFRING PERMIT NO. 8417SE't ffwl.Il AUERWIDOAMTCXPIPE ITLAYEROF34"GRAVEL 4'PV' TOALLEYGRAOE 2:1SLOPE 1IFENGNEERD CRYAPPROVED OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED N I CALCULATION. - SYSTEM-2-HYOROM4TIC SIORM2 OURETR7'E TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS I%OF THE IMPERVIOUS NON CLOGGING SUBMERSSLEPUMP 05%MIN SORSUC3 MASONRY POMP SdL DYER EWNLLEM AREA DRAIN ING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEASTG W]0.6HR, 1750RPM2301IMMOTORAND I'PVC RETAINING WALL FG 34.64 BUBBLESTORAR ATER TO 35.71 EL STEEL WALL BELOW ADJACENT FINISHED SURFACE R ANMG WALL ±�) BUBBLEA(TYP.J /W3SB8 PER SEPARATE PERDBr R/W PER 57RINNRA EX WAILSAN INTEGRAL LEVEL CONTROL SWITCH FG 9B BIORETENTION AREA DETAIL CONCRETE BUILDING PLANS IIAROSCAPE RETAINING WALL (SEE SPECIFICATIONS AND DETAILS - IFhS3229 PAVERS TW=2925 E PERSTRUCTURAL PER BARRET ENGINEERED PUMPS) NO7IF nDTroBGUE R/W ST36 25EELP �EOUAL SYSTEM--H TING OROMATC SK60A2 OUTLETAPE OVERFLOW TOALLEYN �EDIYL Gh EX LANDSCAPE STEEL PLANTER TE PERMWALLIT mSECTION: BIORETENTIONAREA TOALLEYIUNIT2) NONCLOGG'NG SUBMERSIBLE PUMP a5%MIN PIPE PER SEPARATE PERMIT SqL I7 96W.. 1750 RPM, 23a'NfiOMOTORAAO ILAYEROFi'GRAVEL IF 3096 S/MD C3 MASONRY - - INTEGRAL LEVEL CONTROL SWITCH REMOVING WALL EPAR4GWALL PER SH4RED20'AL(EY Q BUDDING WALL PER ALL PER _ L;j SEPARATE PERMIT L5•THIL'KEXIERKN NPAL rXSFRAAIWG SETIMSED PER BVWET ENGINEERED PL%M) 17 LAYER OF }'ORAVEL ASPHALT TO BE R1W SEPARATEPERMIT SEPARATEPERMIT STONE SLAB 75WORAIL$PER H4NORAKSPER STAIRSPER ADV 3TYW6)E AMERICAN HVDROTECII REMOVEDANDREPIACED OR EDUAL 1'PVL(TYP) STPAPATE FOAMSYSTEM 3'CONCRETE 1•AC SEPARATE PERMIT SEPARATE PERLIT 3EPARATEPERLIIT SEPARATE PERMIT PLY RISSONGUTTER PfiASEMENTBELOW AVEMENII RESIUENT SETTING BED mSECTION: UNIT2STAIRCASE BASEMENTENTRY mSECTION: LWITiSTAIRCASE BASEMENT ENTRY ` 'GYPCExaG BAn��� RIVEWAY_m� - CONCRETE NOTTOSCALE NOTTOSGLE FNASH mSECTION .•BIORETENTIONAREATOALLEY(Ul i) rCLASSH 5`PXMIMI" - SCALE 1-70' m SEC710N: ALLEY A NNG waLL TYPICAL GREEN ROOFASSEMBLY DETAIL Norro9CALE SIRUCIURAIBUBDING PLOW NGTTOSr" HAROSCAPE m SECTION: UNIT 1 DRIVEWAY nnrrosDME 10 5 0 10 20 30 GIRAPHICSCALENFEET 0 aASEMENT Q R/W STEEL PLANTER WALL PER SEPARATE BUB.DINI TW=2i.75 AWING WALL rSTRLCTURALBUIL =2915 IL"M0 m SECTIORE ,UNIT I AND UNIT 2 raTroscNE m SECTION: FOURTH STREET THROUGH UNIT 1 TO ALLEY _ NOi TO SCALE :APE CHANGE NO. I DESCRIPTION APFROVED1 DATE I BENCHMARK I SCALE I AS•BUILT DEWY. I ovor i 291FIL-ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. a1 cevvs6 ?" cuqA-1 ccx2 sue0BANPoc, R7wsoco 24 -21 DESCRIPTION 2'DISC N TOP OF CINB FAST SIDE OF VULOWAVE LOCATION. 2M'AgPiH OFESTREET RECORDFROM: C/TYOFENCICONTROL POINT NO 1032 ELEVATM 02004• � ;� HORIZONTAL 1 VERTICAL: WA PLANSJAUNDER SLIPERVISIONOF wTE 1 4R, RCE NO: 71651 _ E319.: 1231-1 RE E D' APPROVED: �� B WAN CNRIST FR MAGOOSKU J•S"--/8- a-5-aal DATE DATE cRAONC PLAN FOR 233-139 FOURTH STREET DASMOD LLC APN:258-053-10-00 CASENO. S-23510PnAM 13193-G o BRMNMARDOLNO DATE ar,'.r,.F4 INSPECTOR SENIOR SOWER SHEET 2 OF 10. LDEV-011301-2017 i HYDROSEED NOTES - ---- _+I �' a I-- aa: o:rvc;I t- LEGEND 1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR orranr fiCpn-53B; ct _ m h 4 BY41N (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 _ - 3r STRENGTH SILT FENCE, POSTS (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: -. ti ( ; � -- I �. \� - - - - PROPERTY LINE ALONG THE LINE OF POSTS. TO BCE SPACED CLOSER THAN STANDARDS A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS I - PRE MANLF TURED SILT FENCE B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT I ( -7- - c - CENTERLINE OF ROAD SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE ,, I', m ar ufi `L"3 rtcos �, 3 �'_ v ur' PRODUCTS.AC _- gg MATERIAL AS APPROVED BY THE CITY ENGINEER. U5CONSTRUCTION woa +nary °-.,.� -° CONSTRUCTION ---- t - �� PROPOSED PERDETAIL 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM ! _ SILT FENCE PER DETAIL _ E17RANCE PER ENTRANCE PER DETAIL THIS SHEET an aNmhC,Llil RL r:cn aar _ 'IIL LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. - - - _ - '�' THIS SNT(TW.) yc T,y DETAIL iHISSHT �J ° rx _ mm PROPOSED SANDBAG BERM { 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: '-' - - - ,_ / �- TL _ - �--�- PROPOSED SILT FENCE Eft 61N (16 CM) A. SEED MIX SHALL CONSIST OF NO LESS THAN, @i - --- -- - .4 Je N 1. 20 LBS PER ACRE OF ROSE CLOVER _ ( '�❑� r :;Inc DETAIL THIS PER PROTECTION PER _ _ GRAVEL DRAINAGE CHANNEL 3 ATTACHTHE AND IT TO 4. BACKFILL ATEDAND COMPACT THE 220 LBS PER ACRE OF ZORRO FESCUE - ` GRAVEL SAG INLET - I \ m THE POSTS AND EXTEND IT EXCAVATED SOIL. 3 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA - lY x a INTO THE TRENCH. 44LBS PER ACRE OF ACHILLEA MILLEFOLIA LI -- 5 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) +"- �- DETAIL THIS BHT. B 12 LB PER ACRE OF DIMORPHOLECA ! - 7ITEMS C DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS '` yy `I P J R _. I. L r �� Y I� e s aL W II I FILTER FABRIC v WHERE THE AREA BEING RESIDENTIAL STRUCTURES. IS NOT VISIBLE FROM EITHER PUBLIC STREETISSUBS OR E TIO NMUST BE INOCULATED L J - e ` ' 4 _ S. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN ]r li - GRAVEL BAGS OVERLAP FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR -- { i \ �' -�� rvl - ONTO CURB r BROADCASTING MATERI MATERIALS HVROSEEDINT J �. �jy '' _ ! - - / WIRE IF INSTALLED) 9. ALL SEED MATERIALS SHALL 8E TRANSPORTED TO THE JOBSITE IN _ I UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD i I' pq - - �� `,psp GRAVEL BAG HVLET 3z. it t _ 1, SILT FENCE DETAIL AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED _ _ z_/'u ' `pRpTfCTION PER - ONSAIDCONTAINERS. Q \ _ S p� 10.NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED%'j�i*7{'`�1 DETAIL THIS SHT C SLURRY AT THE DISCRETION OF THE CONTRACTOR. ��l •I JL - \ J I"L' H ,�„ •a <A w, t TYPE 6 MULCH STRAW MAY BE SUBSTITUTED, ALL OR PART, FOR �( -- •' - a �yrt �3L�`z' • . �S B. HYDRAULICALLY PAPPLIEDT FIBER MATERIAL WHEN STRAW OIS USED PT MUSTS e . r Y -1/ m - ° • . i i s TYPE I MULCH THE RATE LESS THAN . _ V� ��� TWO LAVERS OF GRAVEL BAGS (STRAW) < PROTECTIONPER�-'-' 1i I - : v� RUNOFF WITH ENDS OVERLAPPED s BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN Y DETAIL THIS SHL 50% OF THE STRAW INTO THE SOIL �� ( - -� _}4 ,;_ �. iNLETPROTECTION C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, i620-0, WHITH I' za L - �s t. 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. II / -- - z 4 �� NOTE: RUNOFF TWO LAVERS OF GRAVEL BAGS E40'. _ - „ `- CONTRACTOR TO MODIFIV CONSRUCTION WITH ENDS OVERLAPPED ENTRANCE IN THE FIELD AS NECESSARY A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY ORA COMBINATION OF: i� tJ v 3 k[E b'+ f GAP BETWEEN BAGS A's� - -- A__.- `ngaz ='_ , II 11ILiN2N.{`Ut CONSTRUCT SEDIMENT BARRIER AND DITCH ACTS AS SPILLWAY 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR i0 HYDROSEEDING BY: j I - 'o3J ❑F .k III, au¢;nuc CHANNELIZE RUNOFF TO SEDIMENT GRAVEL BAG DETAIL 1 TRACK WALKING SLOPES STEEPER THAN 6 1 I 2 RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. �- ;.- r. �; ��. TRAPPING DEVICE CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: ` A- B. / �, / 1 ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT it Ii I I COARSE v,- NOT SATURATED SEED BED.EROSION CONTROL AGGREGATE Z THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR FILTER COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR SCALE. 1'=10' �, � ., FABRIC GROWTH. RIGINAL S. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH - g1¢) k{g J ; X: _ GRADE 3i �Y r_ UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE 7 Y "%x ti'� % i kV §',{.}y' " t I '�, _? HYDROSEEDING 15 THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS�11 ! R°' �'°'• - COMPLETED AND ALL SECURITY RELEASED.' 2'SCHEDULE40PVC A ma's' 1.1' MIN., UNLESS OTHERWISE LANDSCAPE EFFICIENCY BMP NOTES TO STORAGETANK PERFORATED PVC ENCASEM 19' RA MUS SPECIFIED BY A SOILS ENGINEER FOR SUMP PUMP 50' MIN 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO - SECTIONA-A DETECT PLANT OR IRRIGATION SYSTEM FAILURE 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION 3. ERADICATION OF INVASIVE SPECIES - 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED III , III "+,, -III III=III III- 5. REPLENISHING MULCH AS NEEDED III -III III- III -III III -III- CONSTRUCTION ENTRANCE DETAIL ' 15'x50ES TNJG BASIN - SUBMERSIBLEPUMP _-,e t 2'WIOE}"WASHED 8. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY _ _ - - - ' GRgVEL GWNNEL PER la �, -__ _ _ Ile... at- �I PLANT GROWTH � I -- 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS III S. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS III -III -III -III III}II GRAVEL III, 3 I W/8'PVCCASINGPER .. DETAIL THIS SH7 : -- --" -- T. S. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE -� - i be aurK�iauS ... 10. USE OF A TIMING DEVISE TORUN ALL IRRIGATION(WIBATTERV BACKUP) -III- - III III -III -III III- \ is 35 ,DETAIL THISSHT. y _ _ - ,. ; vc peat It r. I ii. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER INST- HOR EPOAWEk OEWERSIOUEJ AffRING III -III III I -I I I I I -III 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS-HYDROZONE" - III - ". III III III -) �� 4# d c ` _�-- --3 - 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER - - IIIII�MIIIMPIII III III -III -III III -III- _ ALLOWANCE) I; III III III -III !, -III I, ,III- 4 1 u �3 ; ADDITIONAL NOTES - _ _ Yx5ROCK 'WASHED -7 1{ � 1. EROSION CONTROL MEASURES E.G. BONDED FIBER MATRIX, VEGETATIVE SUBMERSIBLE PUMP DETAIL GRAVE.TO BE PUMPED TO II���I:, ' -- �- i I 7p a'e _ • ` -t (BASIN pip,C' o� COVER, JUTE MATING) MUST E IMPLEMENTED ASUWHERE (E.G. ILT FEN PREVENT STORAGE TANK - I p SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, TEMPORARY PUMP FRGNIN- NOT 70 E - *m:. �.( t� �{ y Vi?I FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL EXCAVA710NDESILTING BASINS Y r-a� T NPDES P�R* tt j pl ` -( -' ` FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED �( z � I, _ j' y 70 ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY I' 1 - - CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE w 2POVWCFOROUT _ 2'WIOE}WASHED -I` s9e x _`2P _--_ ,X Y`cs' �I; � k J OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS GRAVEL Gi4NNEL PERK 7� J 25 MATERIALS, PLACEMENT OF PORTABLE OUS SURFACE. PIN FILTER FABRIC TO MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, THISSHi - -- 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS SDCIARSHALL BIE ALLOWED.CIA .EXISTING GROUND - DOWN WALL TO DRAINAGCECHANNELR -- S DETAILI _f:.8 -- SCHEWLN0T0 }� :'e e 3mp-A3 u1js - _ SUCH AS ROOF, ROOF DRAIN, DRIVEWAY AND STREET.7EMPORARYSNORING IL� J _i j \TORAGE TANK sy\ $ g -z m (SEESHORINGPIANFOR -�I I • �I. { J \ r 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR DETAILS SHEER 4-S) I-1 T ^ -,� �,`-�. L �z' FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE .4 U AVAILABLE AT CITY HALL(505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE I-� APPROVED AS PER PC RES. 2006-2Z \ 2'WIDEx2'DEEP GRAVEL TEMP. \ oRVNacECHANNEL ALONG wEsr, III III-IIl III -III -III -I TFU �- NORTH„& SOUTH SOLDIERPILE WALL III=MITI III=Tj=�T1WAQ= ASINDI TEDONSHEET54-7, 2W7DEx2'OEEPGRAVELDRAINAGE --- t - - J'WASHEOGR4VEL III III- III- ,. 7WIDE}'WASHED �I P - III= III III- D L 11 GRAVEL) O BEI PUMPED TIO I 1, ... , q OR40FTCHAN ELPER ,,, n x �� I PI LGE�i: N -ICI III III CHANNELALGVG �W NORTH, _ 5•x5' ROCKS PUMPEDTOK 61r W/g�.pVC ING PE ( z,. JL�RD iz5991 \TiiLt�EN IS III II _ STORAGE SASH III- III III"WASHED GR _ DETAIL THISSNT ' 2F. II, III -III-IIII I jj i to s c Io 2c s9-III. 1-III-' II' j F 1 N 6mmmiTEMPORARY GRA VEL DRAINAGE CHAN EL NO E' DEWATERINGREMOVESYSTEMS�PUMPS DEWATERING PLAN GRAPHIC SCALE IN FEET �� TO BECOMPLETELY REMOVED SCALE: 1"=10' NOT TO SCALE CHANGE NO DESCRIPTION APPROVED1 DATE I BENCHMARK SCALE AS -BUILT 2awer Y: i CHBY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS • DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION. 2"DISC IN TOP OFCURS FASTSIDEOF PLANS PREPARED UNDER SUPERVISION OF REAPPROVED: EROSION CONTROL& DEWATERING PIANFOR: WLCANAVE. - DATE. t-lb ,�A// � r 233139FOURTHSTREET LOCATION: 200'NORTH OFESiREET HORIZONTAL:1_70' (/,7�I� BRAIN M.AR I71N1 DATE SS NNOWAK CHRISTOP RMAGDOSKU DASMOD LLC 13293-G RECORDFROM CONTROL POIMN0. 70ffi R.C.E.NO.; 7165/ ELEVATK1N: 92.009' VERTICAL NIA DATUM: NAVDW REVIEWER II SPELiOft SENIOR ENGINEERBRA�AHUUUNJ EXP.: /2af q /'• �3 �n�8' APN;158A53-10.00 DATE DATE CASEN0.7&235COPf°T4Nw S14EET3OF10 LDEV-011301-2017 PLSA 2566 e^ E3� x� N x U zI-"u`S o zI U 2 S d °vih Roy �=sN Gli C PROPERTY LINE--. --". tlU LOING -- - --- - UNIT 1 F DESCRIPTION APPROVEO DATE I BENCHMARK SCALE DESCRIPTION: 2" DISC IN TOP OF CURB EAST 51DE OF VULCAN AVE. HORIZONTAL: i8 LOCATION: 200NORTH OF E STREET RECORD FROM: CITY OF ENCI CONTROL POINT 1032 VERTICAL: 1" = 8' ELEVATION: 92.004' DATUM: NAVD88 .._ Lam, T 1 I N"1 PROPOSED FOUNDATION PILES (SEE STRUCTURAL) RIGHT-OF-WAY - � Ir—1 I F, W y �— 28 'v PROPOSED FOUNDATION _ S PILES (SEE STRUCTURAL) 1 0�� sz i EXISTING RESIDENCE �i L „ I � Kt/�5C�4:t aE ' I I 1 ,NORTH I DATE: 12/13/2017 R.C.E. NO.: 80503 EXP.: 3-7/49 N N 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 8 GENERAL CONTRACTOR SHALL LOCATE B 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. _ _ _ _ - T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING PROPOSED IMPROVEMENTS IMPROVEMENT SYMBOL TEMPORARY SOLDIER BEAM I TEMPORARY TIMBER LAGGING I II N I SOLDIER BEAM COUNT I j DETAIL/SECTION CALLOUTS SHX 1 i i I 3x12 DF#2 TIMBER LAGGING DIVISION APPROVALS SHORING STRUCTURAL DESIGN REVIEWED 8 APPROVED BY ESGIL AS PC# 17-1541 �oo W3a x SHORING DESIGN GROUP w QppFE55/Oy, a n o CMS 7755 VIA FRANCESCO #1 CAU SAN DIEGO, CA 92129,(760)586-8121 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ,DING PLAN FOR: 233-239 FOURTH STREET 13293-G DASMODLLC APN:258-053-10-00 ENO. 16-235 CDPI TOM SHEET 40F 10 LDEV-011301-2017 1 11 PROPOSED PILE, TYPICAL (SEE STRUCTURAL DWG.) NOTES 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH9 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. TEMPORARY SHORING EMBEDMENT DEPTH "D" SHOWN IS NOT TO SCALE. SEE SOLDIER BEAM SCHEDULE ON SHEET SH9 FOR ACTUAL DIMENSIONS. T.O.W. = 25.00' — a i, B.O.W. = 21.00' EXISTING RESIDENCE 6 SPACES @ 8'-0" O.C. = 48'-0" EXISTING GRADE ALONG NEIGHBORING PROPERTY z I T.O.W. = 26.00' T.O.W. = 26.00' _ T.O.W. = 26.09 T.O. W. = 25.00' _ �s r PROPOSED CMU WALL PROPERTY UNE 1� (SEE STRUCTURAL DWG) / 'T1 11 1 x 1'U6i PROPOSED FOUNDATION '. PILES (SEE STRUCTURAL) �- 40 EB' DESCRIPTION APPROVEll DATE I BENCHMARK SCALE DESCRIPTION: 2" DISC IN TOP OF CURB EAST SIDE OF VULCAN AVE. HORIZONTAL: 14' LOCATION: 2D Y NORTH OF E STREET RECORD FROM: CITY OF ENCI CONTROL POINT 1032 VERTICAL: 14' ELEVATION: 92DON DATUM: NAVD08 V-6" TYP. LJ LJ J SB#3 SB#4 SB#5 PROFILE - LOOKING SOUTH SCALE: i" = 4' i PROPOSED CMU WALL (SEE STRUCTURAL DWG) 1 SH r UNIT 2 RESIDENCE �1�0N r A -BUILT DESIGNED BY: 9'r LEGEND: ' T.O.W. TOP OF WALL --_-_ ---__- 5 I SOLDIER BEAM, TYPICAL B.O. W. = BOTTOM OF WALL (SEE SCHEDULE FOR SIZE) L J L. J _- - DESIGNATES 3x12 PRESSURE TREATED LAGGING SB#6 SB#7 (E) RETAINING WALL l a,t [s (E) BLOCK WALL -' (TO BE REMOVED PRIOR TOSHORING) ( G PLANS PREPARED UNDER SUPERVISION OF DATE: 12/13/2017 DATE R.C.E. NO.: 885D3 SENIOR ENGINEER Y Nup Attu EXP.: 3-3119 - EXISTING CURB @ SIDEWALK, TYP. K �W J Fly EXISTING DRIVEWAY O 3 a Ll �u3 I" SHORING DESIGN GROUP _ uz oigz �O QQpFESS/OD- , a ^n 3 C 80503 � - 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DING PLAN FOR: 233-239 FOURTH STREET DASMOD LLC 33293-G 1l,t../g, .�n22� APN:258-053-10-00 DATE DATE ICAW NO. 16-235 CDPIT ENGINEERING DIVISION APPROVALS T-OF WAY LDEV-011301-2017 NOTES 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH9 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. TEMPORARY SHORING EMBEDMENT DEPTH "D" SHOWN IS NOT TO SCALE. SEE SOLDIER BEAM SCHEDULE ON SHEET SH9 FOR ACTUAL DIMENSIONS. 3'-11" T.O.W. = 26.DO' - B.O.W. = 15.00' - SOLDIER BEAM, TYPICAL - (SEE SCHEDULE FOR SIZE) T-O" 6 SPACES @ 6'4- O.C. = 36-0" I I I I I I I I I I I I I I LJ I J LJ J L� L SB#8 SB#9 SB#10 SB#11 56#12 PROFILE - LOOKING WEST SCALE: V = 4' ' B o FINISHED GRADE w to P T.O.W. - 11.00' LEGEND: T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL DESIGNATES 3x12 PRESSURE TREATED LAGGING I I I FOURTH STREET EXISTING CURB ' EXISTING DRIVEWAY Et SIDEWALK I l7 I EXISTING PLANTER WALLS (TO BE DEMOLISHED) NEIGHBORING WALL K T G F E D C B A c, 15'4+ INCH Kw _ EXISTING BLOCK L WALL t 3 ITO BE DEMOLISHED PRIOR TO SHORING CP' INSTALLATION) I 4' 1 f I' RIGHT-OF-WAY /J 2 ...,\ 3 O `9 SH8 10 11'' -.12 - 13 14 - SH8 15 0 SH8 _--`^C"' J !'I PROPERTY LINE v "y S iS7 � 1 8 TYP. - Q I � ', 1e _ -PROPOSED CMU ALL— t ((SEE STRUCTURAL DWG.) EXISTING WALL 6Z Cj TMP i'' �. -4 UNIT RESIDENCE `D6 _ DESCRIPTION APPROVEO DATE I BENCHMARK SCALE AS BUILT DESCRIPTION: 2" DISC IN TOP OF CURB EAST SIDE OF VULCAN AVE. HORIZONTAL: 'I'"4 LOCATION: 209 NORTH OF E STREET BRIAN ARDOLINO RECORD FROM: CITY OF ENCI CONTROL POINT 1032 VERTICAL: 1" = 4' ELEVATION: 92.004' DATUM: NAVDB8 REVIEWER INSPEC OR SE PROPOSED TEMPORARY SHORING (TYPICAL) Tl t1 D UNIT 1 RESIDENCE ' 54 is w PLANS PREPARED UNDER SUPERVISION OF DATE: 12/13/2017 R.C.E. NO.: 80503 EXP.: 3-3119 30.00' EXISTING RETAINING WALLS CF) & NEIGHBORING DECK PROPERTY LINE 3" SHORING DESIGN GROUP nn&p PROPOSED CMU WALL(SEE STRUCTURAL DWG.)80503 ENGINEERING DIVISION APPROVALS YMENDEDZ APPROVED: )•S-rz 02-5.20/2 DATE DATE LM� F 7755 VIA FRANCESCO #1 SAN DIEGO, CA 9212% (760)586-8121 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DING PLAN FOR: 233-239 FOURTH STREET 13293-G DASMODLLC APN: 258-053.10-00 E N0. 18-235 COP/IM SHEET 60F10 LDEV-011301-2017 40 0 5 SPACES @ 8'-0" O.C. = 40'4" --- I. --- o EXISTING RETAINING 0i.fi - - - _-- w WALL Et DECK, TYP. - - - - i GXRADE G -- t - -- TEMPORARY CUT SLOPE ', � - (BY OTHERS, TYPICAL) T O.W. = 39.00 T.O.W. = 31.00_, T.O.W. 32.00' 30.00' 30.00' _. H d _ 4 _. • " B.O. W. = 24.00' PROPOSED DRIVE WAY & B.O.W. = 24.09 —' APPROXIMATE DEPTH OF PROPOSED WALL FOOTING 20.00 - I I I 20.00' _ SHB I I B.G.W.=18.00' a s d I I B.O.W. B.O.W. • PROPOSED PILE =18.00' I I =18.00' I I SOLDIER BEAM, TYPICAL I ( D I I I sill,_ I LEGEND: (SEE SCHEDULE FOR SIZE) I I I I k I ( ( I ( T.0 W. TOP OF WALL J B.O.W. TOP MOF WALL 10.00 -._ -.-. _-- ..I l _ �_ _.._� _... _. _ ;.�-.... _.I..._ _ I _. __L�� ._.. L �. _. �..J -. L -DESIGNATESU12 PRESSURETREATED LAGGING 10.00' NOTES: SB#15 S 16 SB#17 SB#18 SB#19 SB#20 SB#21 LSB#22 SB#23 SB#24 SB#25 SB#26 i_ SEE SOLDIER BEAM SCHEDULE ON SHEET SH9 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. TEMPORARY SHORING EMBEDMENT DEPTH "D" SHOWN IS NOT TO SCALE. SEE SOLDIER PROFILE - LOOKING NORTH BEAM SCHEDULE ON SHEET SH9 FOR ACTUAL DIMENSIONS. SCALE: 1" = 4' Wit FL Top OF / . RoOF'033.6 rL EXISTING CURB _._ __ RIGHT-OF-WAY &� /� SIDEWALK -/ 'TOE va,L LA7 -sx CK NEIGHBORING WALL u3 O 0. 1. 10. — --- EXISTING RETAINI G WALLS \74 It NEIGHBORING D CK VVALLS - -- NDPROPERTY LINE 3iE7Ea,i _. " _. SH8 1 _.._ 17 _._' 18_ m�19 SHB_ 20----m---21 ..� 22 - 23 - _- 24 PROPERTY51N�E ua 26� J. Ck i M s T& " "�O PROPOSED CMU WALL PROPOSED CMU WALL " ,� I/�..I a 93II.� sja a� �4 's •i (SEE STRUCTURAL DWG.) �.. ''. KISTING PLANTER WALLS -O BE DEMOLISHED) ( c DESCRIPTION i s (SEE STRUCTURAL DWG.) _-. __ i'-8"TYP. PROPOSED TEMPORARY —ai�%„r,,-.� _ Ct`•' - PROPOSED FOUNDATION PROPOSED DRAIN SHORING (TYPICAL) SEE STRUCTURAL) 31 14 1 PILES ( (SEE CIVIL DWGS.) - SH8 �•,,. $ I - a s Q�n BUILDING m3a 13 SHORING DESIGN GROUP --- - --- .. UNIT 1 RESIDE 4CE om AI oi�Z 1 GE -0.7 NORQQAT 551gD. ' , n ^n \ TH C 80503 m OAl 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 PPROVE DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN Bv: cNECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2• DISC IN TOP OF CURB EAST SIDE OF PLANS PREPARED UNDER SUPERVISION OF RECO i1 E APPROVED: GRADING PLAN FOR: LOCATION: 1"=4' DATE: 12/13/2017 233-239 FOURTH STREET 13293-G LOCATION: 20D NORTH OF E STREET HORIZONTAL. BRIAN ARDOLIN DATE DASMOD LLC RECORD FROM: CITY OF ENCI CONTROL POINT 1032 VERTICAL; 1q' R.C.E. NO.: 8050.3 STEV OWAK CHRISTOaftPH MAGDOSKU ELEVATION: 92.004 APN: 258-053-10-00 DATUM: NAVD88 REVIEWER INSPE TOR SENIOR ENGINEERKurpatu EXP.: 3 3/-19 DATE DATE CASE N0. 16-235 CDPI'!iM SHEET70F10 a LDEV-011301-2017 SAFETY CABLE RAILING, PER " —� (MAX.) CAL-OHSA REQUIREMENTS ' I (AS READ, SEE DETAIL 5/SH8) ma W., SEE ELEVATION) 42'(MIN EXISTING GRADE (T.O.W., SEE ELEVATION) TIMBER LAGGING ' (SEE ELEVATION) —1.5 SACK SLURRY SHAFT rBACKFILL (T.O.W. TO B.O.W) 2500 PSI CONCRETE SHAFT BACKFILL (B.O.W TO PILE TIP) SEE ELEVATION FOR SPACING - SOLDIER BEAM —� FILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE . DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 1.5" (MIN.) `TIMBER LAGGING \ %20d COMMON NAIL FOR LAGGING BEARING (SEE ELEVATIONS) INSTALLATION (TYP., AS REQ'D) NOTE: NAII S MAY BE REMOVED FOR WATERPROOFING ONCE FINAL EXCAVATED GRADES (B.O.W.) ARE ACHIEVED. 2 SOLDIER BEAM PLAN DETAIL (TYPICAL) SHR J N.T.S. SOLDIER BEAM (SEE SCHEDULE FOR SIZE) Ll -�{ Dshaft! TIMBER LAGGING (SEE ELEVATION) NOTES: 1. FIELD VERIFY ALL EXISTING 8 PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH9 FOR "H", "D", B "Dshaft". TIMBER LAGGING SOLDIER BEAM (SEE ELEVATION) TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.) IB N.T.S. 1 TIMBER LAGGING (SEE ELEVATION) I 20d COMMON NAIL FOR LAGGING INSTALLATION (4 PER BOARD) 4 IMBER LAGGING DIAGONAL SUPPORT DETAIL SOLDIER BEAM SHB N.T.S. 1.5" (MIN.) I DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) TIMBER LAGGING (SEE ELEVATION) OUTSIDE CORNER DETAIL SH$ N.T.S. DESCRIPTION APPROVED DATE I BENCHMARK SCALE DESCRIPTION: 2" DISC IN TOP OF CURB EAST SIDE OF VULCAN AVE. HORIZONTAL: N•T•S- LOCATION: 200' NORTH OF E STREET RECORD FROM: CRY OF ENCI CONTROL POINT 1037 VERTICAL: N.T.S. ELEVATION: 92.004' DATUM: NAVD88 TIMBER LAGGING LOG CABIN CORNER L3x3x1/4 WITH 1/2"x3" LAG SCREWS 12" O.C. (BOTH LEGS) 5'-0" (MAX.) �_ SOLDIER DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL H$ 3 LOG CABIN CORNER DETAIL MATERIAL) SN.T.S. II 2" L2x2x3/8 ANGLE IRON ATOP - EACH SOLDIER BEAM MEMBER 44" 3/8-inch 0 WIRE ROPE ALONG ENTIRE SHORING 21" PERIMETER (TYP.) 1 /4 L = 4'• BOTH SIDES SOLDIER BEAM, TYP. (SEE SCHEDULE) DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 5 CAL -OSHA GUARDRAIL DETAIL (AS REQ'D) $F{$ N.T.S. T D6sIW BY: 1 MAWN nY: LHHLKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCIN TJR RPR PLANS PREPARED UNDER SUPERVISION OF RECO D APPROVED: GRADING PLAN FOR: DATE: 12/13/2017 DATE STE EI NOWAK CHRIST ER GDOSKU R.C.E. NO.: 80503 c SENIOR ENGINEER ROY P. REED Egp,; 3-3149 DATE DATE CASE NO, 16-235 CDP/1Mt a>o W3a ti I N = 2 SHORING DESIGN GROUP �3m C 80503 � Ezp. 3/37/19 - P 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 233-239 FOURTH STREET DASMOD LLC 13293-G APN: 258-053-10-00 LDEV-011301-2017 GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE. 2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL -OSHA). 3. HEAVY 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, THL 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 Ft 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 Ft PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL TM CONTROL a 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 GENE kL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS PRIOR TO INSTALLATION. 13. ALL PROPOSED a EXISTING IMPROVEMENTS SHALL BE SURVEYED Et CLEARLY IDENTIFIED IN THE FIELD PRIOR TO SOLDIER BEAAI INSTALLATION a FABRICATION. 14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATIOfy OVER THE TOP OF SHORING BULKHEAD. 15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 16, ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. w SHORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS a DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS a SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS. 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 5'47 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 a 7 UNTIL BOTTOM OF EXCAVATION IS REACHED. MATERIAL SPECIFICATIONS STRUCTURAL STEEL 1. STRUCTURAL TEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM A-992 (GRADE 50). 2. MISCELLANEO S STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE 50) OR ASTM A -992. 3. TRENCH PLATS (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO: ASTM A-36. 4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS. A. STRUCTURAL CON RETE: 1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,50OPSI AT 28-DAYS. 2. CONCRETE MID SHALL BE IN ACCORDANCE WITH 2O13CBC 1905.3 TO MEET THE FOLLOWING: A. MAXIMUM i INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33. B. TYPE II NEA r PORTLAND CEMENT CONFORMING TO ASTM C-150. B. LEAN CONCRETE ( LURRY) 1. LEAN SAND SL RRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD. TIMBER 1. TIMBER LAGGI G SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER. 2. TIMBER LAGGI G 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. DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL F EPORTS: A. GEOTECHNICAL INVESTIGATION a FOUNDATION RECOMMENDATIONS PROPOSED NEW RESIDENCE TO BE LOCATED AT 233-239 4TH STREET ENCINITAS, CALIFORNIA PREPARED BY: ENGINEERING DESIGN GROUP, DATED: JUNE 9, 2016. B. ADDENDUM N A - GEOTECHNICAL INVESTIGATION PROPOSED NEN V RESIDENCE TO BE LOCATED AT 233-239 4TH STREET ENCINITAS, CALIFORNIA PREPARED BY: ENGINEERING DESIGN GROUP, DATED: JUNE 6, 2017. 2. SOIL DESIGN PRE S URES A. PASSIVE EARTF PRESSURE = 200PSF/FT B. EQUIVALENT FLUID PRESSURE = 45PSF/FT (LEVEL) C. LIVE LOAD SURCHARGE = 75PSF (UNIFORM) D. RETAINING WALL SURCHARGE = 800PLF (LATERAL) STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix X 1904.2.2 2. Inspection of concrete placement for X proper application techniques. 3. Material verification of structural steel a. For structural steel, identification X markings to conform to AISC 360. b. Manufacturer's report X 4. Inspection of welding a. Multipass fillet welds X 2303.1.8.1 5. Material identification of timber a. Identification of preservative X VERIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and maintain complete and accurate X records for each element. 7. Verify placement locations and plumbness, confirm element diameters, lengths, embedment into X bedrock (if applicable). Record concrete and grout values. B. Verify excavations are extended to the X proper depth. SOLDIER BEAM SCHEDULE From Beam To Beam Beam Illy i Beam I Section Shored Height M ! Toe Depth D Total Drill Depth H+D 1 Toe Diameter Dshaft ft ft ft in _....1 1_.._.i 1 -"W 14x 30 5.0 - 10.0 2 2 1 -W14x68 10.0 17.0 270 30 3 7 5 W 14 x 68 11.0 19.0 30 0 :. 30 8 9 2"W 16 x 57 12.0 18.0 30.0 - 30 10 11 "2 W 16 x 89 14.0 ! 21.0 35.0 30 �. 12 12,"$ 1 W 16 x 57 12.0 `18.0 30.0 30 13 15 3 W 16 x 77 13.0 20.0 33.0 30 16 21 6 W 16 x 89 13.0 22.0 35.0 '.. 30 22 26 5 IW14x 48 8.0 17.0 25.0 30 SHORING DESIGN GROUP Q�pFEssrc� C 80503 • CMt. 7755 VIA FRANCESCO #1 SAN DIEGO, CA 921297 (760)586-8121 CHANGE NO DESCRIPTION APPROVE DATE BENCHMARK SCALE AS -BUILT pEBIGNED BY; PRAWN BY: CHECKK BY: EN.GINE5LRING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION; 2' DISC IN TOP OF CURB EAST SIDE OF VULCAN AVE. LOCATION: 200 NORTH OF E STREET RECORD FROM: CITY OF ENCI CONTROL POINT 1032 ELEVATION: DATUM: NAVDBB HORIZONTAL: N.T.S. VERTICAL: N.T.S. PLANS PREPARED UNDER SUPERVISION OF DATE: 12/13/2017 R.C.E. NO.: 80A3 EXP.: 3'J1'f9 RECO APPROVED: STEVEN NOWAK CHRISTO R MAG OSKU IV Z.S-��� a5 ��Sr DATE DATE O GRADING PUN FOR: 233-239 FOURTH STREET DASMOD LLC APN:258-053-10-00 CASE NO. 16-235 CDPffIM 13293-G aRIAN ARDOLINO DATE REVIEWER INSPEC OR SENIOR ENGINEER SHEET90FIO LDEV-011301-2017 ti