2018-13758 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT EROSION CONTROL OWNER
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT PETER CURRY AT (750) 310 -0882, STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES KEITH HARRISON
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS 24 HOURS A DAY. CONCRETE WASHOUT PO BOX 231594
THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. ST u'
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT ENCINITAS CA 92023
��'� NOTE TIMES DURING THE RAINY SEASON (OCTOBER 9 TO APRIL 15). ALL NECESSARY MATERIALS WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING "i -i w
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. THE WASHOUT LOCATION.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT v
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. r.ONSmr_rrrON SrT_E ACCESS
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL `
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
UTILITY NOTE OF THE ENGINEERING INSPECTOR. SITE ADDRESS
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /O?
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER CORRUGATED STEEL PANELS /PLATES. 529 4TH STREET
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUNE -OFF PRODUCING RAINFALL. CONSTRUCTION VEHICLES ENCINITAS CA 92024"- ST
GENERAL NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PARKING A VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS UNFORESEEN CIRCUMSTANCES WHIG OFF -SITE. MAY ARISE.
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. EROSION CONTROL LEGAL ASCRIPTION
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE VICINITY MAP
TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. PP07ECTEO AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS LOT 13 AND THE SOUTHERLY ONE-HALF OF LOT 14 IN
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL ADEQUATE (MOUND COVER VEGETATION( AND BONDED FIBER MATRIX. BLOCK 29 OF ENCINITAS IN THE CITY OF ENCINITAS NOT TO SCALE
2. THE SOILS REPORT TITLED PERLIMINARY GEOTECHMNCAL INVESTIGATION PROPOSED COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
TWO (2) RESIDENTIAL UNITS 529 FOURTH STREET ENCINITAS CALIFORNIA" DATED BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. ACCORDING TO MAP THEREOF NYC. 148 FILED IN THE
DECEMBER 10, 2007 AND UPDATE LETER DATED JULY 17, 2018 PREPARED BY COAST OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
GEOTEHNVICAL, PO BOX 230153 ENCINITAS, CA 92023. ALL GRADING SHALL BE DONE IN B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR COUNTY ON JUNE 12, 1883.
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SLOPE AT THE CONCLUSION OF EACH WORK DAY. SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PHRASES TO AVOID UNVECESSARY REMOVAL OF THE NATURAL GAOLM COVER. DO NOT REMOVE TREES OR SHRUBS OWNER S CERTIFICATE
PERCENT NOW). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. UNNECESSARILY, • THEY HELP DECREASE EROSION.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE I (hE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETRIED
GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /MP NOTES TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. % (WE) hEAEBY AGREE TO INDEMNIFY, OEFETVD AND HOLD CITY AND CITYS OFFICERS OFFICIALS EMPLOYEES
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS CAUSES OF ACTIONS,
REPLACED OR REPAIRED TO CONDITION PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE LOSSES DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY
EXISTING PRIOR TO GRADING. DRAIN SYSTEM. COMPLETE MANER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS
EMPLOYEES, CONTRACTORS SUBCONTRACTORS OFFICIALS OFFICERS OR REPRESENTATIVES FOR ANY AND ALL
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. WORN( OACONSTRUCTION COVERED IN THE PERMIT OR CONVECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. APPROVED PLWHH IT RIVATE.PROPERTY OR PUBLIC EASEMENTS.
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BhP /IMN� ON -SITE CONSTRUCTION MATERIAL STORAGE STORED FACILITIES AND /Oa TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. SIGNATURE: DATE.•
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, CONTRACTOR SHALL STOE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE TO DISCHARGE IMP FACILITY SITE. ALL T IMPERVIOUS AREAS MU T SLOPE TOWARD THE PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED OV-SITE.
AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS.
ELIMINATE OR REDUCE POLLUTION OF ENCINITAS CA 92023
B. GRADING AND EQUIPMENT OPERATING WITHIN OE -HALF (112) MILE OF A STRUCTURE 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE DRIVEWAYS OR ANY OTHER IMPERVIOUS STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL DISCHARGE IT TO AN ADEQUATE IMP /BMP. TRAINING
ENGINEER. SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION 6. ALL STORMWATER IMP /BHP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR UMMS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY ALTERED WITHOUT A PERMIT FROM THE CITY. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
CALLING (760) 633 -2770. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SOILS ENGINEERS CERTIFICATE 10. PRIOR TO HAULING DIRT OR CONSTRICTION MATERIALS TO ANY PROPOSED 7. THE INSTALLATION O ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN ""H= A ' N64 - GK�a JH
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE L VI7HAYA SINGHANET, I REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER OBTAINED. WASTE MANAGEMENT PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING
BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION AND STUDY OF THE SOIL CONDIT IONS PREVALENT WITHIN THIS SITE WAS MADE BY ICE OR UNDER MY
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH MATERIALS. DUMPING OF LNJSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO DIRECTION ON AUGUST 14 2016 AND FOR AN UPDATE ON 2�=[g. ONE COMPLETE COPY OF THE SOILS
WITH REGARDS 70 THE HAULING OPERATION. STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL THE CONVEYANCE SYSTEM IS STRICTLY FRROHIIBITED. REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE ONCE OF
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATEiR. BERMS/DIKES SHALL BE PLACED THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY. AN AS GRADED ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOOKED WHEN NOT IN AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RMFF. DUMPSITES SHALL BE CHECKED FREQUENTLY RECOMMENDATIONS PLANS A D INCLUDED PE I IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
CERTIFICATION" SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT NO. 13758 -G USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSIEES WITHOUT LIDS SHALL BE GRADING PLANS AND SPECIFICATIONS.
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW CONTACT WITH ANY TRASH MATERIAL.
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ROLLING OF THE OUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR ePpFESSION
OPERATION. MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS BROKEN ASPHALT S 9
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND AND CONCRETE, WOOD AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN I/d.�e ) 4- ii n+�LuN CMG gr2.s,�rR Quo Pip j�C �
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF nTHAYA SIG NET cic :-z'1*9 DATE
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION RGE 782
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT NOTIFICATIONS ON LANFILLS AND TO ORDER DUMPSIERS CALL EDCO AT (760) 436 -4151. EXP. 124TE.• 12/31/19 5 13t�2C ¢ 762
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING FECIPTACLES AROUND COAST GEOTECNVICAL
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF THE SITE' PO BOX 230163 7ECHN'� V
USE. OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS ENCINITAS CA 92023 q7F E
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED TO FREQUENTLY FOR LEAKS. CONTRACTOR (858) 755 -8622 OF pp�S
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON NO P- 539117
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER THE CONTRACTOR'S RE=SPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID PERVIOUS SURFACES.
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH OF UTILITIES AND NOTIFICATION OF COMMENCEMENT CF WORK: MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. A. SEWERS - ESD- (760) 633 -2840
B. GAS 6 ELECTRIC - SOGE - (760) -438 -6200 FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL. MEASURES AND REQUDREMENTS PLEASE CONTACT STAT154ENT OF ENGINEER OF WORK
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770.
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND D. TELEPHONE - SBC BELL - ( 760) - 489 -3411 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233 GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE ORPAOFESSION. THE ENGINEER
WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REGULATIONS REQUIRED BY THE CITY OF ENCINITAS TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS
THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD. WATER AND COMPACT SAN DIEGUITO WATER DISTRICT NOTES IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION
THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
(760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE TO REJECTION AND REMOVAL. SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF FIFE NOTES: 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND PIPE OR STRUCTL E WITHIN THE LIMITS OF THIS PROJECT. THE WORK PERFORMED BY ENGINEER.
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
16. ALL TREES BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED. PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 SIGVATIAE• DATE. 1.10
2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S): 36 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWU TO CROSS
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF THE CONNECTION. UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. BRIAN MICHAEL ARDOLINO
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM A. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOW/DOBLE DETECTOR CHECK, IT pFESSI
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SHALL BE LOCATED A MINIMUM OF 5 FEET FROM THE BACKFLOW/DDC VALVE. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER PASCO LARRET SUITER & ASSOCIATES @Q ONq
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. B. WHEN AN FDC IS ATTACHED TO THE BACKFLOW /ODD THE FDC MOUNTING HEIGHT SHALL FACILITY (FIFE HYDRANT, METERS VALVES VALVE BOXES ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL `535 N. HIGHWAY 101 Q� ®�ZCHAEL 4,
STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE. AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. SOLANA BEACH CA 92074
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S C. IF THE BACKFLOW/DDC IS INSTALLED WITHOUT AN VOC, BOTH OS &Y VALVE HANDLES IF FACILITIES OO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE (858)259 -8212 co
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, SHALL BE MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE. OWNERS EXPENSE. ACE EXRP%FES 12 -31 -19 ¢ z m
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE RE=FERRED TO AS CITY TREES AND m No. 71651 0
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED D. BUSHES TREES, C O SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5 Exp. 12/31/19
FEET TA THE FDC OR BACKFLOW/DDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL ACCEPTABLE.
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO E. TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 48 INCHES IN HEIGHT. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS 'g'l CIVIL
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE AND ELECTRIC VAULTS. W� F
IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF 3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE OF CAS
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. SATISFACTION OF THE FIRE DEPARTMENT.• METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE
INSPECTING DEPARTMENT OR AGENCY, • B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE
IMPERVIOUS AREA B. AS A MINIM'IUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH
IMPERVIOUS AREA PRIOR TO CONSTRUCTION 2,341 SF PERMANENT ALL - WEATHER SURFACE FOR EMERGENCY VEHICLES; AND THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE ND -LEAD BRASS PARTS.
IMPERVIOUS AREA AFTER CONSTRUCTION 4,919 SF C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVE AND ACCEPTED BY THE FIRE
INCREASE IN LEA AFTER AREA: 2,578 SF DEPARTMENT AND APPLICABLE WATER DISTRICT. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH
CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
IMPERVIOUS AREA REPLACED: 2.341 SF
EARTHWORK DATA DEPTH __ PASCO LARET SU ITER PUBLIC WORKS PLANNING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA
MAXI VERTICAL DEPTH OF FILL = 10.8' & ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
CUT q ()70 C.Y. FILL 10 C.Y. x35 Worth Highway 101 Ste A, SuRana ]Reach CA 928075 -
EXPORT 1060 C.Y. 6 Y ,
REMEDIAL = 323 C.Y. - - -..__ �'tL(,(g _
(3.5' 'REMOVAL AND AECOMPACTION 5' BEYOND BUILDINGS)
Ph 8 58.259; 88212 1 ffa 8 §583.2x9.48$12 1 P1aaengineering.c®ffi SIG DATE SIGN TE SIGN DATE SIGN DATE ,SIGN DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
INN. DATE PLANS PREPARED UNDER SUPERVISION OF RECD NDED 5R� AP OVE GRADING PLAN FOR:
-- DESCRTPT7ON PT. 1032 ENC -32 __ i, Q A .
TION• TOP OF CURB EAST SIDE OF
VULCAN AVE 200' NORTH OF E ST
RD FROM: ROS 18416
ATIONY. 92.00 DATUM: NAVDBB
CITY ENGINEER DATE
PUBLIC WORKS _ � DATE.' 13.10-Is
R.C.E. NO.: 71651 JE
_ REVIEWER
INSPECTOR BRIAN MICHAEL ARRDOLINO EXP.: 12 -31 -19 DATE
DATE
529 FOURTH STREET
KEITH HARRISON
APN: 258 - 072 -11
13758 -G
SHEET 1 OF 8
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MAINTENANCE OF •l •!_/ BMPS WILL BE - • •Elf: OF
7�f OhNERS. THIS WILL INCLLGE ANY POST-CONSTRUCTION OW AS MELL AS ANY
CONSTRUCTION OMP THAT IS DETERNRU) TO NEED TO REMAIN PERHAAENTLY OR
FOR A SPECIFIED PERIOD OF TIE AFTER 77iE CWLETION OF ALL CONSTRUCTION
OPERA f .
2. ThE OWAM WILL BE PRESENTED WITH RFOFNATZON ON SOt#UE CONTROL
.. SUCH AS M PROOM MEANS OF D1930SZNG OF POLLUTANTS, DIRECTING
WATER WAS INTO LAADSCAPING AFEAS RAThER THAN INTO •,E GUTTER OR
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4. PLACEMENT OF RISER PIPES OUTLET PIPES
5. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED
Havi M NOTE:
LEGOV
S.D.R.S.D. = SAN DIEGO REGIONAL
STANDARD DRAWINGS
PROPERTY BOUNDARY
- -
PROPOSED CONTOURS
255
EXISTING CONTOURS
- -- -285- - - -
CENTERLINE
-
EXISTING WATER MAIN
I _
EXISTING SEWER MAIN
S -5--
EXISTING MANHOLE
_ LIMIT OF BASEMENT
DRAINAGE DIRECTION
PROPOSED AC PAVING
=_ FS
PROPOSED BUILDING FOOTPRINT
3" MIN PVC STORMORAIN PIPE
76 5 FG 76.3 FS 76A FS ffl � FS 67.5 FG 76.3
PROPOSED AREA DRAIN
o
BIORETENTION BMP AREA
- 76.1 i- ,
6" PCC CURB & GUTTER
PERMEABLE PAVERS
6" PCC CURB
0 HEIGHT FLUSH CURB
PROPOSED SEWER SERVICE
S S
PROPOSED WATER SERVICE
W
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91
el
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3
14" MIN. 314" GRAVEL
x BIORETENTION UVREEIED SOIL" LAYER SHALL BE MINIMUM 16" DEEP ENCROACHMENT MAINTENANCE: & REMOVAL AG
'SANDY LOAM" SOIL MIX WITH NO MOT THAN 59 CLAY COMTENT. TTE RECORDED Rv�v �Z_ 201` AS
MIX SHALL CONTAIN 50-60% SM 20-30% ONWT OR MMfflDRD MLLCt DOC. NO. 201:1 - �.,FtW - - -- OF O.R.
AND 20-30% TOPSOR_ FREE OF STORES STUIPS RCDTS OR SIMILAR SEWER PUMP MAINTENANCE AGREEMENT
(>&ECTS AND ALSO FREE OF NDX10iS WEEDS. RECORDEDi�gY ,Z__ 2019 AS
314" GVStfD ROC( LAYER SHALL BE A MIVDM OF 14" BUT MAY BE IOC. N0. 2019 - OF O.R.
DEEPENED TO LASE THE INFILTRATION AND STOR46E ABILITY OF
TIE DETAIL
TIE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AM SHALL BE
SID BASED ON CALCtLATION.
BIORETENTION BMP DETAIL (TYPICAL)
NOT TO SCALE
ROW CL POW
WEST 20 EAST
8.5' 13' 8.5'
I I
4" AC OVER 4" AC OVER
6" CLASS II AB 2% MIN 2% MIN 6" CLASS II AB
7" THICK PCC RIBBON GUTTER PER
SDRSD G-13 OVER 6" CL II BASE
HATC-EO AREA REPRESENTS PEAMAENT BIORFTEMTION BMP AREA FOR LID
TREATMENT 6 TREATMENT CONTROL. NOT TO BE MODIFIED WITHOUT A PERMIT
DAMAGED SIDEWALK TO a- m FROM THE CITY QF ENCINITAS 140 SF, 75.0 FG 1
REPLACED TO SATISFACTION SLAPS & PUWS PER ARCH
CE THE CITY EIS 6'X24" PCG! HEADWALL TO 76.1 B 611
IE 75.16 3" PVC @ IX 77.0 TG
I
TO 761 TG 76.1 TG 76.1 0 5% MIN P TG 762
SIDEWALK lAVO DRA IE 7502 IE 75.OB x 6 o rer�ce 75 2 NB3'1923�E 200.34' IE 7543 PER SC95D 0- E2 (EX 754
IE +_
A�- FG 76 3 IG 76,2
j 2 Y DW TS 76.1 FG 76 3
T 75.42 p-vc R P- , LIGHTWELL W/ WALKABLE METAL IE 75.29 IE 75.36
74.49 GRATE COVER PER ARCH LIMIT OF BASEMENT-1
ONLY EX. YUCCA 5 NISH DALGER ` I a"
FS 76.4
STREET T d TO REMAIN J 0 `• I SINGLE FAMILY RESIDENCE 1
49.B't 1 755) �-•I M4INIFF76.77
I
SIDEWALK /�• , �
PER v•M I
(EX 74AO
n �• a
HATD-ED AFEA REP ., . �..
! 1 7 I : B'
:E NT 1001 1
TO BE MODIFIED ., 42IR a 1
REMOVE PORTION
II
DRIMVENAt
I CONSTRUCT 111 C&G PER
ON
SOISI
JOINT 62 EITPER IT I -
FD lD 6 ISC LS
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I
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PL
CONrPETE
aEW L� (FG 77.37,
TC 772
FS 76.6 (IX 7749)
�
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I FS 76.6 FS 77.1
TG 772
IE 76.87
J
SEWER CO-
IE 722 i
l
f GARAGE F
j f
TG 77e
76.3 Existir'f
TG 76.1-1 ! FS 76,4 t"
5.6) IE 75 _ ! i ` t ` a -` C Ex 4% pp FG 76-3
- -- �__-
FG 76.3 LIMIT OF BASEMENT
FLOW
5.52 Eta 76 6 `' SINGLE FAMILY, S!P_Ew X
5.02 ! MAIN F 76.77 /
BSMT F67.63
!
9
FS 76.
7 � �
G 76.2
nI . FS 76.6!! SYANoS & �� �? IE 755
I.6) 7B.D '. PER ARCTI ; r, L4 _ FG 76.3
i
FS 76.3
-- - -- -- - -- - --
h pl prwm-. F eno TG 762 1 A63 '20'14'E 10035' Ts
IE 75 IE
IE 75.4 Q
TG 77.30
IE 76.84
GARAGE
r •F r.. ►1
>i
topz
MATCi l362i
i 51 (FS 78.16
j RD REBAR
cone. F
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APPROX. LINE OF
EXISTING GRADE
FF 76.77
FF 67.63
SECTION A -A
NOT TO SCALE
I E I cry
KSTRICT TO INSTALL 2' Wi
ER WAS NS-01 AT OWNERS
AM 258-07M
Y 7• a•• 17 i •A• 7. 11 P-1 "4 /
MAIN 1
! , LS 7959
AaWT EX. W04 BOX TO C4MDE
-APPROX LOCATION OF EX SEWER / BE ABANDONED
,U i TO .;/
RDf 77.77
IE I
SERVICE CONGqETE
X. WATER � I BE KILLED AT
(FL 77 )
PLS5
IN PL vs
i I 1I
i I
GRAPHIC SCALE 1 " =10'
SEEM
0 10 20 30
PL
(ALLEY
- - - PERVIOUS PAVERS
PLSA 2836 9/13/2018
BS 1 FF 67.63
PA 66.9
1 4
4" PCC aLL P
I _
75.5 I
_ LIMIT OF BASEMENT
(EX 7541 1
=_ FS
{ 7
76 5 FG 76.3 FS 76A FS ffl � FS 67.5 FG 76.3
t I x
x -
- 76.1 i- ,
x H
CD
HP 76.3 7S 76.f na1n rZ: r
.1 I t
t '
r y
SIDEWALK /�• , �
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n �• a
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! 1 7 I : B'
:E NT 1001 1
TO BE MODIFIED ., 42IR a 1
REMOVE PORTION
II
DRIMVENAt
I CONSTRUCT 111 C&G PER
ON
SOISI
JOINT 62 EITPER IT I -
FD lD 6 ISC LS
r T IN
I
rrl
II
PL
CONrPETE
aEW L� (FG 77.37,
TC 772
FS 76.6 (IX 7749)
�
_, -1.__. IL
I FS 76.6 FS 77.1
TG 772
IE 76.87
J
SEWER CO-
IE 722 i
l
f GARAGE F
j f
TG 77e
76.3 Existir'f
TG 76.1-1 ! FS 76,4 t"
5.6) IE 75 _ ! i ` t ` a -` C Ex 4% pp FG 76-3
- -- �__-
FG 76.3 LIMIT OF BASEMENT
FLOW
5.52 Eta 76 6 `' SINGLE FAMILY, S!P_Ew X
5.02 ! MAIN F 76.77 /
BSMT F67.63
!
9
FS 76.
7 � �
G 76.2
nI . FS 76.6!! SYANoS & �� �? IE 755
I.6) 7B.D '. PER ARCTI ; r, L4 _ FG 76.3
i
FS 76.3
-- - -- -- - -- - --
h pl prwm-. F eno TG 762 1 A63 '20'14'E 10035' Ts
IE 75 IE
IE 75.4 Q
TG 77.30
IE 76.84
GARAGE
r •F r.. ►1
>i
topz
MATCi l362i
i 51 (FS 78.16
j RD REBAR
cone. F
t� s1at;
APPROX. LINE OF
EXISTING GRADE
FF 76.77
FF 67.63
SECTION A -A
NOT TO SCALE
I E I cry
KSTRICT TO INSTALL 2' Wi
ER WAS NS-01 AT OWNERS
AM 258-07M
Y 7• a•• 17 i •A• 7. 11 P-1 "4 /
MAIN 1
! , LS 7959
AaWT EX. W04 BOX TO C4MDE
-APPROX LOCATION OF EX SEWER / BE ABANDONED
,U i TO .;/
RDf 77.77
IE I
SERVICE CONGqETE
X. WATER � I BE KILLED AT
(FL 77 )
PLS5
IN PL vs
i I 1I
i I
GRAPHIC SCALE 1 " =10'
SEEM
0 10 20 30
PL
(ALLEY
- - - PERVIOUS PAVERS
PLSA 2836 9/13/2018
I CONSTRUCT 111 C&G PER
ON
SOISI
JOINT 62 EITPER IT I -
FD lD 6 ISC LS
r T IN
I
rrl
II
PL
CONrPETE
aEW L� (FG 77.37,
TC 772
FS 76.6 (IX 7749)
�
_, -1.__. IL
I FS 76.6 FS 77.1
TG 772
IE 76.87
J
SEWER CO-
IE 722 i
l
f GARAGE F
j f
TG 77e
76.3 Existir'f
TG 76.1-1 ! FS 76,4 t"
5.6) IE 75 _ ! i ` t ` a -` C Ex 4% pp FG 76-3
- -- �__-
FG 76.3 LIMIT OF BASEMENT
FLOW
5.52 Eta 76 6 `' SINGLE FAMILY, S!P_Ew X
5.02 ! MAIN F 76.77 /
BSMT F67.63
!
9
FS 76.
7 � �
G 76.2
nI . FS 76.6!! SYANoS & �� �? IE 755
I.6) 7B.D '. PER ARCTI ; r, L4 _ FG 76.3
i
FS 76.3
-- - -- -- - -- - --
h pl prwm-. F eno TG 762 1 A63 '20'14'E 10035' Ts
IE 75 IE
IE 75.4 Q
TG 77.30
IE 76.84
GARAGE
r •F r.. ►1
>i
topz
MATCi l362i
i 51 (FS 78.16
j RD REBAR
cone. F
t� s1at;
APPROX. LINE OF
EXISTING GRADE
FF 76.77
FF 67.63
SECTION A -A
NOT TO SCALE
I E I cry
KSTRICT TO INSTALL 2' Wi
ER WAS NS-01 AT OWNERS
AM 258-07M
Y 7• a•• 17 i •A• 7. 11 P-1 "4 /
MAIN 1
! , LS 7959
AaWT EX. W04 BOX TO C4MDE
-APPROX LOCATION OF EX SEWER / BE ABANDONED
,U i TO .;/
RDf 77.77
IE I
SERVICE CONGqETE
X. WATER � I BE KILLED AT
(FL 77 )
PLS5
IN PL vs
i I 1I
i I
GRAPHIC SCALE 1 " =10'
SEEM
0 10 20 30
PL
(ALLEY
- - - PERVIOUS PAVERS
PLSA 2836 9/13/2018
TG 76.1-1 ! FS 76,4 t"
5.6) IE 75 _ ! i ` t ` a -` C Ex 4% pp FG 76-3
- -- �__-
FG 76.3 LIMIT OF BASEMENT
FLOW
5.52 Eta 76 6 `' SINGLE FAMILY, S!P_Ew X
5.02 ! MAIN F 76.77 /
BSMT F67.63
!
9
FS 76.
7 � �
G 76.2
nI . FS 76.6!! SYANoS & �� �? IE 755
I.6) 7B.D '. PER ARCTI ; r, L4 _ FG 76.3
i
FS 76.3
-- - -- -- - -- - --
h pl prwm-. F eno TG 762 1 A63 '20'14'E 10035' Ts
IE 75 IE
IE 75.4 Q
TG 77.30
IE 76.84
GARAGE
r •F r.. ►1
>i
topz
MATCi l362i
i 51 (FS 78.16
j RD REBAR
cone. F
t� s1at;
APPROX. LINE OF
EXISTING GRADE
FF 76.77
FF 67.63
SECTION A -A
NOT TO SCALE
I E I cry
KSTRICT TO INSTALL 2' Wi
ER WAS NS-01 AT OWNERS
AM 258-07M
Y 7• a•• 17 i •A• 7. 11 P-1 "4 /
MAIN 1
! , LS 7959
AaWT EX. W04 BOX TO C4MDE
-APPROX LOCATION OF EX SEWER / BE ABANDONED
,U i TO .;/
RDf 77.77
IE I
SERVICE CONGqETE
X. WATER � I BE KILLED AT
(FL 77 )
PLS5
IN PL vs
i I 1I
i I
GRAPHIC SCALE 1 " =10'
SEEM
0 10 20 30
PL
(ALLEY
- - - PERVIOUS PAVERS
PLSA 2836 9/13/2018
f ^0 f e
BASDS r, /r CONSTRKTION.
AaAGENT ^07E• DISTUR4VE NOTE
ALL 77-E WOW PROPOSED ON ROPERTY.
IF ANY DISTIMANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF
BE ISSUED FOR THE PFKKECT UNTIL THE REQUIRED PERMISSION IS O9TA1NED.
ADDITIONAL NOTES
1. EROSION i r i BCAIDED FIBER MATRIX VEGETATIVE
HATING) MBT BE r• a ► ! PREVENT SOIL EROSION
FOR -y I '( AEASUFES StT FENC FnER '/ y BAW MUST BE
r .(. i R .7 r
RUNOFF TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY
DETAIZ, B: GRAVEL BAGS
NOT TO SCALE
GRAVEL BAGS CHECK --_.O
DAM PER SE-6 AND
DETAIL THIS SHEET -__--
GROVEL BAGS CHECK
Q
DAM PEA SE-6 AND
DETAIL THIS SHEET
c
r 'F
r`
u �
pu�
NOR]
SILT FEN E ALONG PERIMTER OF GR4DIMfi
PER SE-1 & DETAIL THIS SKEET (TYP)
APNZWOM12 GRAVE; BAGS ARO W
INLETS PER SE-5 AND
X X19 23f —
TAIL THIS SHEET (TYP)
L
t^ \ ..�_ -- .......... ._.....ry F
I
GRAVEL
INLETS
DETAIL
THIS
AMMMM
GRAVEL BAGS AROUND
I GRAVEL BAGS CHECK �� �� ! INLETS PER SE-6 AND
DAM PER SE-6 AND VA L DETAIL THIS SHEET (TYP) , �...
DETAIL THIS SHEET
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
WIDTH AS REQUIRED ® TO ACCOMODATE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
°
4 • •a .. • ANTICIPATED TRAFFIC THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
> • • d 314"MIN ARSE INTO THE TRENCH. Q�OFESSr,
® • ° • . FILTER �Q���gHA L A90
-i ° .. FABRIC III I I I I
Q •° ad •° ♦d A. ♦ ORIGINAL I I CD 2 z m
GRADE FILTER FABRIC �l( w Co No. 71651 o m
A O I I I I II jr WIRE _ m Exp. 12/31/19 a r-
19' RADIUS ♦ ♦d• o ° /f �// II ® _ = =
MIN. 20' MIN ,� --�q� CIVIL OF
� CA11F
1.1' MIN., UNLESS OTHERWISE
DETAIL A: CONSTRUCTLONENTRANCE SPECIFIED BY A SOILS ENGINEER DETAIL C: SILT FENCE PASCO URET SUITER
NOT TO SCALE SECTION A -A NOT TO SCALE
& ASSOCIATES
GRAPHIC SCALE 1"=10' CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
0 10 20 30 ph 353,259,3212 I ffz 553.259.4912 p1saengi neerinEsm
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD NDED.' APP VE ' GRADING PLAN FOR
DESCRIPTION.' PT. 1032 ENC -32 _ �
LOCATION: TOP OF CURB EAST SIDE OF IC WORKS DATE: o 529 FOURTH STREET
VULCAN AVE 200' NORTH OF E ST BRIAN M. ARDOLINO DATE to l0'I o — 13758 -G PLA WINS �s WENS EDWARD NM�IER KEITH HARRISON
R.C.E. NO.: 71651 CITY EN . VEEP
RECORD FROM: ROS 18416 I�'VIEWER - — APN: 25$- ®72 -'i'I
ELEVATION: 92.00 DA TUN: NAVD8B BR ICHAEL RDDLINO EXP.: 12 -31 -19 DATE Z�7 DATE SHEET 3 OF 8
CITY ENGINEER DATE CTOR PLANNING CASE NO.' 06 -152 DRICUP
PLSA 2636 9/13/2018
Q
r 'F
4 IN (10 CM)
WIDTH AS REQUIRED ® TO ACCOMODATE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
°
4 • •a .. • ANTICIPATED TRAFFIC THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
> • • d 314"MIN ARSE INTO THE TRENCH. Q�OFESSr,
® • ° • . FILTER �Q���gHA L A90
-i ° .. FABRIC III I I I I
Q •° ad •° ♦d A. ♦ ORIGINAL I I CD 2 z m
GRADE FILTER FABRIC �l( w Co No. 71651 o m
A O I I I I II jr WIRE _ m Exp. 12/31/19 a r-
19' RADIUS ♦ ♦d• o ° /f �// II ® _ = =
MIN. 20' MIN ,� --�q� CIVIL OF
� CA11F
1.1' MIN., UNLESS OTHERWISE
DETAIL A: CONSTRUCTLONENTRANCE SPECIFIED BY A SOILS ENGINEER DETAIL C: SILT FENCE PASCO URET SUITER
NOT TO SCALE SECTION A -A NOT TO SCALE
& ASSOCIATES
GRAPHIC SCALE 1"=10' CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
0 10 20 30 ph 353,259,3212 I ffz 553.259.4912 p1saengi neerinEsm
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD NDED.' APP VE ' GRADING PLAN FOR
DESCRIPTION.' PT. 1032 ENC -32 _ �
LOCATION: TOP OF CURB EAST SIDE OF IC WORKS DATE: o 529 FOURTH STREET
VULCAN AVE 200' NORTH OF E ST BRIAN M. ARDOLINO DATE to l0'I o — 13758 -G PLA WINS �s WENS EDWARD NM�IER KEITH HARRISON
R.C.E. NO.: 71651 CITY EN . VEEP
RECORD FROM: ROS 18416 I�'VIEWER - — APN: 25$- ®72 -'i'I
ELEVATION: 92.00 DA TUN: NAVD8B BR ICHAEL RDDLINO EXP.: 12 -31 -19 DATE Z�7 DATE SHEET 3 OF 8
CITY ENGINEER DATE CTOR PLANNING CASE NO.' 06 -152 DRICUP
PLSA 2636 9/13/2018
i
CHANGE NO.
DESCRIPTION
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE
f.,
i
FOLLOWING GEOTECHNICAL REPORTS:
19
I j
ENGINEERING DIVISION APPROVALS
,
DRAWING NO.
A. PRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED TWO (2) RESIDENTIAL UNITS
'
PROPOSED PLAN j RIGHT-OF-WAY
PREPARED BY: COAST GEOTECHNICAL
DATED: DECEMBER 10, 2007
2. SOIL DESIGN PRESSURES I
A. PASSIVE EARTH PRESSURE = 300PSF /FT UP TO 2,500PSF (MAX.)
B. LATERAL EARTH PRESSURE = 37PSF /FT
C. LIVE LOAD SURCHARGE = 72PSF
EXISTING RESIDENCE
NORTH
SCALE: 1 ° = 8'
m
m
C4
0
,$'fRUGT_U"L RG�AEl--'
f6RFORto,\M Of CzSGIL, A
S pta"k,T CoANFAMe A5
,741'IE►� i GUIT 62 7_610
Know what's below.
., before ya
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH /EXCAVATION PERMIT NO -- _ _ _ _ _ _ _ _
LEGEND
T.O.W. = TOP OF SOLDIER BEAM WALL
B.O.W. = BOTTOM OF SOLDIER BEAM WALL
BY OTHERS = WORK OUTSIDE SHORING SCOPE
(P) = PROPOSED
(E) = EXISTING
PROPOSED IMPROVEMENTS
IMPROVEMENT
TEMPORARY SOLDIER BEAM
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT
DETAIL /SECTION CALLOUTS
3x12 DF #2 TIMBER LAGGING
SYMBOL
0
Nwl
X
SHX
SHORING DESIGN GROUP
toll
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586 -8121
CHANGE NO.
DESCRIPTION
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE
APPROVED
DATE
FOLLOWING GEOTECHNICAL REPORTS:
AS -BUILT APPROVALS
I j
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
A. PRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED TWO (2) RESIDENTIAL UNITS
f,
529 FOURTH STREET
�/
ENCINITAS, CALIFORNIA
f
; %� / / %� /,';'i % /' ' i
PREPARED BY: COAST GEOTECHNICAL
DATED: DECEMBER 10, 2007
2. SOIL DESIGN PRESSURES I
A. PASSIVE EARTH PRESSURE = 300PSF /FT UP TO 2,500PSF (MAX.)
B. LATERAL EARTH PRESSURE = 37PSF /FT
C. LIVE LOAD SURCHARGE = 72PSF
EXISTING RESIDENCE
NORTH
SCALE: 1 ° = 8'
m
m
C4
0
,$'fRUGT_U"L RG�AEl--'
f6RFORto,\M Of CzSGIL, A
S pta"k,T CoANFAMe A5
,741'IE►� i GUIT 62 7_610
Know what's below.
., before ya
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH /EXCAVATION PERMIT NO -- _ _ _ _ _ _ _ _
LEGEND
T.O.W. = TOP OF SOLDIER BEAM WALL
B.O.W. = BOTTOM OF SOLDIER BEAM WALL
BY OTHERS = WORK OUTSIDE SHORING SCOPE
(P) = PROPOSED
(E) = EXISTING
PROPOSED IMPROVEMENTS
IMPROVEMENT
TEMPORARY SOLDIER BEAM
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT
DETAIL /SECTION CALLOUTS
3x12 DF #2 TIMBER LAGGING
SYMBOL
0
Nwl
X
SHX
SHORING DESIGN GROUP
toll
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586 -8121
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED D BY DRAWN BY: CHECKED B :
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION: PT 1032 ENC -32
LOCATION: TOP OF CURB EAST SIDE OF
VULCAN AVE. 200' NORTH OF E ST
RECORD FROM: ROS 18416
ELEVATION: 92_00 DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: p •
���
R.C.E. NO.: 80503
ROY P. REED EXP.: 03 -31 -19
RECOMMENDED:
ENDED: APPROVED:
-
�E— � s� owEt.e.- �`"� evw� M� _
CITY %NGIN
) 2 / � y' f9l 9
DATE DATY-
TEMPORARY SHORING PLAN FOR:
529 FOURTH STREET
KEITH HARRISON
APN: 258 - 072 -11
PLANNING CASE NO: 06 -152 DR /CDP
13758 -�i
PUBLIC WORKS
ROY P. REED DATE
PLANNING
REVIEWER
CITY ENGINEER DATE
INSPECTOR
SHEET 4 OF 8
r
a
stil
SAFETY CABLE RAILING, PER
CAL -OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 5 /SH7)
PAD ELEVATION
(SEE CIVIL DRAWINGS)
.,H„
42" (MIN.)
EXI
TIMBER LAGGING
(SEE ELEVATION)
AFT SEE BEAM
DRILL SH "_ -
(SEE LAGGING SOLDIER BEAM
PROPERTY LINE--\ SECTIONS FOR BACKFILL
SEE ELEVATION FOR SPACING MATERIAL)
— (SEE ELEVATION)
TIMBER LAGGING _ _ _ _ _ o
(SEE ELEVATION) PL
2,500 PSI CONCRETE SHAFT
BACKFILL (B.O.W TO PILE TIP)
SOLDIER BEAM, TYPICAL
(SEE SCHEDULE FOR SIZE)
NOTES: 1. FIELD VERIFY ALL EXISTING $ PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SOLDIER BEAM ATTRIBUTES.
3. REMOVE SHORING T -0" BELOW FINISHED GRADE UPON COMPLETION.
TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.)
2" (MIN.)
BEARING
CHIP SLURRY FOR BACK
LAGGING PLACEMENT
1.5" (MIN.) (SEE ELEVATIONS) \-20d COMMON NAIL FOR LAGGING
BEARING INSTALLATION (TYP., AS REQ'D)
L2x2x3/8 ANGLE IRON ATOP
EACH SOLDIER BEAM MEMBER
SOLDIER BEAM PLAN DETAIL (TYPICAL)
21"
N.T.S.
3/8 -inch 0 WIRE ROPE
ALONG ENTIRE SHORING 21"
PERIMETER (TYP.)
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
TIMBER LAGGING
(SEE ELEVATIONS)
SOLDIER BEAM — I I 1.5" (MIN.)
BEARING
4 LAGGING OFFSET DETAIL
$H7 N.T.S.
2"
mL
TIMBER LAGGING
(SEE ELEVATION)
e
20d COMMON NAIL FOR LAGGING
INSTALLATION (4 PER BOARD)
TIMBER LAGGING DIAGONAL SUPPORT DETAIL
N.T.S. \SH7 N.T.S
1/4 L = 4" BOTH SIDES
SOLDIER BEAM, TYP.
(SEE SCHEDULE)
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
CAL -OSHA GUARDRAIL DETAIL (AS REQ'D)
N.T.S.
SOLDIER
4` 0" (MAX.)
I
LOG CABIN CORNER DETAIL
N.T.S.
SHORING DESIGN GROUP
QRpFESS /ql
P RF�QIF
C 80503 ? .
Exp. 3/31/19
CMS �Q
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129,(760)586 -8121
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
R I TR I RR
DESCRIPTION: PT 1032 ENC -32 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: TEMPORARY SHORING PLAN FOR:
LOCATION: TOP OF CURB EAST SIDE OF PUBLIC WORKS DATE: ',040/tv ' 529 FOURTH STREET �+
VULCAN AVE. 200' NORTH OF E ST ROY P. REED DATE '��U; -L- KEITH HARRISON 1 3758 -V
PLANNING JES OWENS EiT+ARD J• 1 nER
R.C.E. NO.: 80503 CITY E GIN APN: 258 - 072 -11
RECORD FROM: ROS 18416 REVIEWER
ELEVATION: 92_00 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR ROY P. REED EXP.: 03 -31 -19 DATE 2 7 I DATE PLANNING CASE NO: 06 -152 DR /CDP SHEET 7 OF 8
i
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 CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE
"DESIGN CRITERIA ", WILL REQUIRE ADDITIONAL ANALYSIS Et FURTHER RECOMMENDATIONS. NOTIFY THE SHORING Et SOILS
ENGINEER.
4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF
ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE
TEMPORARY SHORING FOR SUPPORT IN ANYWAY.
5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION.
6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY
ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Et NOTIFICATIONS.
8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR.
9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES, AS
PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL
CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY
VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION
AND THE INSTALLATION OF SHORING.
12. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW Et VERIFY THAT THE PROPOSED TEMPORARY SHORING,
CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT.
13. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE
IMPROVEMENTS PRIOR TO INSTALLATION.
14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION 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.
SHORING INSTALLATION PROCEDURE
1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS APPROVED BY
THE SHORING ENGINEER.
2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH 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 Et 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 5-0" OR AS OTHERWISE AUTHORIZED
BY THE GEOTECHNICAL ENGINEER.
6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN.
7. REPEAT STEPS 5 -6 UNTIL BOTTOM OF EXCAVATION IS REACHED.
MATERIAL SPECIFICATIONS
STRUCTURAL STEEL
1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A -572 OR ASTM
A -992 (GRADE 50).
2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36, ASTM A -572 (GRADE
50) OR ASTM A -992.
3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A -36.
4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS.
STRUCTURAL Et LEAN CONCRETE
A. STRUCTURAL CONCRETE:
1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,500PSI AT 28 -DAYS.
2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O13CBC 1905.3 TO MEET THE FOLLOWING:
A. MAXIMUM 1 -INCH HARDROCK CONCRETE CONFORMING TO ASTM, C -33.
B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C -150.
C. SLUMP NO GREATER THAN 5- INCHES.
B. LEAN CONCRETE (SLURRY)
1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD.
TIMBER
1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER.
2. TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT 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.
SOLDIER BEAM SCHEDULE
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
Maximum !
Toe
Total
Toe
From
To
Beam
3. Material verification of structural steel
Beam
Shored
Depth
Drill
Diameter
Beam
Beam k
Qty
Section
Height
Depth
INT.
X
I
4. Inspection of welding
TEMPORARY SHORING PLAN FOR:
529 FOURTH STREET
KEITH HARRISON
APN: 258 - 072 -11
PLANNING CASE NO: 06 -152 DR /CDP
13758-6
H
D
H +D
Dshaft��
2303.1'.8.1
5. Material identification of timber
ft
ft
ft
in
1
I
1 4_
1
W
12 x 26 ,.
5.0
10.0
15.0
24
2
2
1
W
16 x 36
10.0
15.0
25.0
24
3
3
1....
W
12 x 58
11.0
1 b.0
27.0
24
4
9 f
6
'W
16 x 40
11.0
16.0
27.0
24
10
11
2
W
12 x 26
5.0
10.0
15.0
24
12
13
S
2
W
18x 50
12.0
18.0
30.0
24
14
17
4
W
16 x 40
11.0
16.0
27.0
24
18
19
2
W
16 x 36 `
10.0
15.0
25.0
24
20
20
1
W
12 x 26
I
5.0
10.0 _
15.0
- 24 _
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
CHANGE NO.
X
APPROVED
proper application techniques.
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY: DRAWN BY:
3. Material verification of structural steel
/ ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
a. For structural steel, identification
I RR
X
markings to conform to AISC 360.
DESCRIPTION: PT 1032 ENC -32
LOCATION: TOP OF CURB EAST SIDE OF
VULCAN AVE. 200' NORTH OF E ST
RECORD FROM: ROS 18416
ELEVATION: 92_00 DATUM: NAVD88
b. Manufacturer's report
INT.
X
PLANS PREPARED UNDER SUPERVISION OF
DATE: lQ Ito I It
R.C.E. NO.: 80503
ROY P. REED EXP.: 03 -31 -19
4. Inspection of welding
TEMPORARY SHORING PLAN FOR:
529 FOURTH STREET
KEITH HARRISON
APN: 258 - 072 -11
PLANNING CASE NO: 06 -152 DR /CDP
13758-6
a. Multipass fillet welds
X
2303.1'.8.1
5. Material identification of timber
a. Identification of preservative
X
PLANNING
VERIFICATION AND INSPECTION ITEMS (OTHER)
6. Observe drilling operations and
maintain complete and accurate
X
REVIEWER
records for each element.
7. Verify placement locations and
CITY ENGINEER DATE
INSPECTOR
plumbness, confirm element
SHEET 8 OF 8
diameters, Lengths, embedment into
X
bedrock (if applicable). Record concrete
and grout values.
8. Verify excavations are extended to the
X
proper depth.
SPECIAL INSPECTION REPORT PREPARED BY:
DATED . ON FILE WITH ENGINEERING DIVISION.
MONITORING
1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE
GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED
APPROPRIATE.
2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING
PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE CONDITIONS. BASELINE SURVEY DATA TO BE
SUBMITTED TO CITY LAND SURVEYOR.
3. MONITORING SHALL BE PERFORMED AFTER ROUGH GRADING, ANY SIGNIFICANT STORM OR SEISMIC
EVENT AND AT THE TERMINUS OF THE PROJECT. FINAL MONITORING REPORT SHALL BE SUBMITTED
TO CITY LAND SURVEYOR PRIOR TO OCCUPANCY.
4. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1 -INCH. IF THE TOTAL CUMULATIVE
HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL
EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR
FURTHER ACTIONS (AS NECESSARY).
•
SHORING DESIGN GROUP
Q�pFESS/
P RF�F
C 80503 z
Exp. 3/31/19
CMS �a�Q
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129,(760)586 -8121
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY: DRAWN BY:
I CHECKED BY:
/ ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
RR I
I RR
DESCRIPTION: PT 1032 ENC -32
LOCATION: TOP OF CURB EAST SIDE OF
VULCAN AVE. 200' NORTH OF E ST
RECORD FROM: ROS 18416
ELEVATION: 92_00 DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: lQ Ito I It
R.C.E. NO.: 80503
ROY P. REED EXP.: 03 -31 -19
RECOMMENDED: APPROVED:
JES OWENS r_DOARI� J. HER
� ' -'
CITY NGI R
� -f Dig
DATE �� DATE
TEMPORARY SHORING PLAN FOR:
529 FOURTH STREET
KEITH HARRISON
APN: 258 - 072 -11
PLANNING CASE NO: 06 -152 DR /CDP
13758-6
PUBLIC WORKS
_
ROY P. REED DATE
PLANNING
REVIEWER
CITY ENGINEER DATE
INSPECTOR
SHEET 8 OF 8
•