2011-10889 G (Plans)RIGHT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL, BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER E S ' N \\
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OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE CONCRETE WASHOUT r
PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE RANDOLF CHEREWICK, TRUSTEE 9j N D 1-5
STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER z
WHERE HIS /HER PROPERTY LINE IS. REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN SITE ADDRESS A Hy1 yG
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE DESIGNATING THE WASHOUT LOCATION. 2551 SAN ELIJO DR. ttt
DRAINAGE NOTE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION APN 261- 142 -17 &18 t
AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: CONSTRUCTION SITE ACCESS J S
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO A. SEWERS - CSD - (760)63 3-2770 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT PLANNING NOTES:
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN B. GAS & ELECTRIC - SDGE - (760}438$200 OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES. A. ZONING DESIGNATION (R -11) m K SANTA FE DR.
APPROVED DRAINAGE FACILITY. C. WATER - SAN DIEGUITO WATER DISTRICT -14)00 -227 -2600 B. CASE NO. 10-188 DR/CDP APPROVED AS PER PC RESOLUTION NO. 2D11-15
D. TELEPHONE - SBC BELL - (760) - 489-3411 CONSTRUCTION VEHICLES N
UTILITY NOTE E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, C. ALL RETAINING WALLS FOR THE DRIVEWAY SHALL BE COLORED AND TEXTURED TO HE Yy a
VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. SATISFACTION OF THE DIRECTOR OF PLANNING AND BUILDING. k
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK D. COLOR AND MATERIAL SAMPLES SHALL BE REVIEWED AND APPROVED BY THE PLANNING AND O Q
ON THIS PROJECT. PHONE: (760)$33 -2770. EROSION CONTROL BUILDING DEPARTMENT PRIOR TO ISSUANCE OF A BUILDING PERMIT. DR.
GENERAL NOTES EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED E. ALL UTILITY CONNECTIONS SHALL BE DESIGNED TO COORDINATE WITH THE ARCHITECTURAL
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER ELEMENTS OF THE SITE SO AS NOT TO BE EXPOSED EXCEPT WHERE NECESSARY. \N
ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND VEGETATION, AND BONDED FIBER MATRIX. 6\
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR REMOVAL.
FACILITIES MAY BE PLACED ABOVE GROUND PROVIDE THEYYARESCREE ED WITH LANDSCAPING.
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND EROSION CONTROL NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. G. ALL IRRIGATION LINES SHALL BE INSTALLED AND MAINTAINED UNDERGROUND (EXCEPT DRIP
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL IRRIGATION SYSTEMS)
BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT R. CHEREWICK AT 760 420 -5534, 24 HOURS A DAY. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
(- LEGAL DESCRIPTION
PROTECT CHANNELS AGAINST EROSION IN PERMANENT AND TEMP
USING TEMPORARY EROSION CONTROL MEASURES. r11�
2. THE SOILS REPORT TITLED "PROPOSED SINGLE - FAMILY RESIDENTIAL DEVELOPMENT KILKENNY DR, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING PARCEL B: THOSE PORTIONS OF THE SOUTHWESTERLY ONE -HALF OF
ENCINITAS (AP.N. 261- 142- 17 &18)" PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. DATED DEC. 27, THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO LOTS 1 THROUGH 10, INCLUSIVE IN BLOCK 4 OF CARDIFF, COUNTY OF
2010, PROJECT #10 -147 -P (B) SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY SAN DIEGO, MAP NO. 1298, FILED NOVEMBER 14, 1910 TOGETHER WITH
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS, SPECIFICATIONS AND SUPPLEMENTAL LETTERS EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. HELP DECREASE EROSION. THE VACATED ALLEY IMMEDIATELY ADJOINING SAID LOTS 4 THROUGH 10 • SITE
DATED MAY 24, 2011, JULY 21, 2011, AUGUST 1, 2011 AND AUGUST 18, 2011 BY ROBERT PRIDE, CONTAINED IN ON THE SOUTHWEST, BEING MORE SPECIFICALLY DESCRIBED AS
SAID REPORT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION FOLLOWS:
ENGINEERING INSPECTOR. CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR AND BIND THE SOIL. COMMENCING AT THE MOST NORTHERLY CORNER OF LOT 48 IN SAID BLOCK 4, AS
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT P 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SHOWN ON RECORD OF SURVEY MAP NO. 17366; THENCE NORTH 59'26'18 ° EAST, ALONG
LANS.
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. THE NORTHWESTERLY LINE OF SAID BLOCK 4, A DISTANCE OF 75.11 FEET TO THE
NORTHEASTERLY LINE OF THE SOUTHWESTERLY ONE -HALF OF LOTS 1 THROUGH 10; VICINITY MAP
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. THENCE SOUTH 300 27'30' EAST, ALONG SAID NORTHEASTERLY LINE, A DISTANCE OF
GRADING. THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 90.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 30° 2T 30° N.T.S.
WHICH MAY ARISE. ON -SITE CONSTRUCTION MATERIAL STORAGE WEST,A DISTANCE OF 120.37 FEET TO THE NORTHWESTERLY LINE OF COUNTY ROAD
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT g• THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT STORED MATERIALS SHALL BE ^ ONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE SURVEY NO. 1132 (40' WIDE) KNOWN AS SAN ELIJO AVENUE AND SHOWN ON REOCRD OF SCD: THE OWNER SHALL RECORD AN
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR POTENTIALLY UNSAFE. THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR SURVEY MAP NO. 15268, BEING A POINT ON A CURVE CONCAVE NORTHWESTERDLY AND OPEN SPACE EASEMENT OVER THE
REPAIRED TO CONDITION ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE TO WHICH BEARS SOUTH 57° 34' 41° PORTION LABELED AS "E" V THE
EXISTING PRIOR TO GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE A DISTANCE OF 70.60 FEET
INCORPORATED HEREON. CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED THROUGH A CENTRAL ANGLE OF 220 28'250 TO THE CENTERLINE OF SAID ABANDONED SLOPE ANALYSIS (SHEET SPA OF THE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL ALLEY; THENCE NORTH 30'27 287 WEST ALONG SAID CENTERLINE, A DISTANCE OF 29.45 APRIL 4, 2011 PROJECT PLANS) TO
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT TIMES. PRESERVE THESE STEEP SLOPES NI
OR A LICENSED LAND THE CONCLUSION OF EACH WORK DAY. FEET TO AN ANGLE POINT IN NORTHEASTERLY BOUNDARY OF THAT PARCEL SHOWN ON PERPETUITY. NO STRUCTURES SHALL
SAID RECORD OF SURVEY MAP NO. 17366; THENCE SOUTH 59° 26' 18" WEST, A DISTANCE
SURVEYOR. TRAINING OF 7.50 FEET TO THE NORTHERLY CORNER OF LOT 40 IN BLOCK 4, AS SHOWN ON SAID BE ALLOWED IN THIS AREA INCLUDING
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH RECORD OF SURVEY MAP NO. 17388; THENCE NORTH 30° 29' 28° WEST ALONG THE SOLAR PANELS.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT SOUTHWESTERLY LINE OF SAID ABANDONED ALLEY, A DISTANCE OF 109.99 FEET TO THE
HEALTH STANDARDS, LAWS AND REGULATIONS. 10. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. TRUE POINT OF BEGINNING.
8 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (S MILE OF. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING WASTE MANAGEMENT CONTAINING 9,757 SQUARE FEET, MORE OR LESS.
STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS OWNER'S CERTIFICATE
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. VEGETATION, AND BONDED FIBER MATRIX. STRICTLY PROHIBITED.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD 11. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL TO SUPERVISE OVER ALL GRADING, ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH
12. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS h
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. CONTRACTOR SHALL PROTECT CHANNELS AGAINST 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. SIGNATURE: 4. DATE:
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OOD LIMN TRUST i 1
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 13. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN RANDOLF CHEREWICK, TRUSTEE
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, SOILS ENGINEER'S CERTIFICATE
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS
14. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT CALL EDCOAT(760)436.4151. 1, ROBERT PRIDE, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PREVALENT WITHIN THIS SITE WAS REVIEWED BY ME OR UNDER MY DIRECTION ON DEC. 27th, 2010 AND FOR AN
STATING: "THE GRADING UNDER PERMIT NO. 10889 -G HAS BEEN PERFORMED IN SUBSTANTIAL SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND UPDATE ON MAY 18th, 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". BIND THE SOIL. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
CERTIFIES SUCH GRADING OPERATION. 15. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES
ARE COMPLETE. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY FOR THIS PROJECT HAVE 13EEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE 1 ' e �.
DIRECTION HE SHALL,INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND 16. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SIGNED: Y_- ROBERT M. PRIDE QFESSIO
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE PR NQ
BACKFILIS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL P� (� =-' PROFESSIONAL GEOTECHNICAL ENG. J t M.
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 2770. RCE NO.: �°� O Z� (D " �" 3203 HOLMES POINT DR. NE eta 4 R pQ
SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 8TORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 7i
SAN DIEGUITO WATER DISTRICT NOTES- KIRKLAND, WA 98034 o o Gl
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. EXP. DATE: "l ' e ` (425) 814 -3970 �? 0 Z
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF c' m
INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS w No. 00697
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. JOB #: O
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE OF THIS PROJECT. e
TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLEL114G OR PROPOSED NOTE: THE DEC. 27th, 2010 REPORT WAS PROVIDED BY:
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION MODIFIED WITHOUT A PERMIT FROM THE CITY. CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER VINJE MIDDLETON ENGINEERS �qT FOTECriN� ��
CONTROL MEASURES HAVE BEEN INSTALLED. MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN STATEMENT OF ENGINEER OF WORK F CF CAS
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE.
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. TURF /LANDSCAPED AREAS. HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE M ACCORDANCE WITH THE RULES AND
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUI;H
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS
THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY
APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH ADEQUATE IMPBMP. VAULTS. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED FRONT OF PARCEL THEY ARE SERVING. OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR WITHOUT A PERMIT FROM THE CITY. NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY
THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE THE ENGINEER.
THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
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16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR NO -LEAD BRASS PARTS. II QROFESSION�
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER 7C / �a t
BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN SIGNATURE: 7777 T " "' DATE:
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENGINEERS NAME 2
ACCORDANCE WITH WC -17 OR WC -18. �v
THE DISPOSAL OF ANY SUCH MATERIAL. 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 WATER CALCULATIONS: ROBERT M. PRIDE.
PROFESSIONAL GEOTECHNICAL ENG.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST STORM WATER THROUGH THE TRASH ENCLOSURE AREA THE BERM CAN BE CONSTRUCTED WIDE AND LA (LANDSCAPED AREA): 2150SQ.FT. (SQFn HORIZONTAL +495SQFT. VERTICAL CRIBLOCKWALL= 2645SQFT. w No. C21086 m
FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED 13203 HOLMES POINT DR. NE
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR MODERATE WATER USAGE LA TRAILING SOFT; SOFT: SOFT. ' � � � �3O -C- �
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR LOW WATER USAGE LA MANZANTTA34 SQFT;COASTALLNEOAK54 SQFT;SILVERCARPET60 SQFT; COASTROSEMARY81 SO (425) 814 -3970 KIRKLAND, WA 98034 �B �-
CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWIS . NO GRADING, EXCAVATION, OR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE CIVIL
PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE FT; CHITALPA 109 SOFT; TRAILING LANTANA276 SOFT; PINDO PALM 72 SOFT; WESTERN REDBUD 220 SOFT; AUTUMN & DUNE 9T
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE RCE EXPIRES 9 -30 -11
AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAGE 500 SQFT; LOCKWOOD DE FOREST 495 SOFT: TOTAL 1902 SOFT. PF =0.3 F OF CA'QF i
GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. 9. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATTING) VERY LOW WATER USAGE: CALIFORNIA.LILAC 44 SOFT, CLEVELAND SAGE 250 SOFT. TOTAL SOFT. PF �.1
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL IE = 0A PRIP IRRIGATION) IMPERVIOUS AREA BMP PROJECT STATUS
SARI F1WOR1� �I IS REVISED TO ADDRESS THE TREE REMOVAL. MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT PER CONVERSATION WITH OWNER, METER FOR UNDERGROUND POWER AND ACCESS TO CABLE TV AND IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5520 SOFT
MAX. VERTICAL DEPTH OF CUT =26-0" (FOR EXCAVATION OF THE UNDERGROUND BASEMENT ONLY) ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE TELEPHONE TO REMAIN ACCESSIBLE THROUGH KILKENNY DR. IMPERVIOUS AREA AFTER CONSTRUCTION: 6008 SOFT
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRAGATION STANDARD
MAX. VERTICAL DEPTH OF FILL FOUN (FOR BACKFILL AGAINSTTHE EXTERIOR OF THE UNDERGROUND BASEMENT DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR DISTRICT TO UPGRADE CURRENT WATER SERVICE TO 1" COPPER AND DUAL METER AT OWNERS EXPENSE INCREASE IN IMPERVIOUS AREA 488 SOFT
CONCRETE /MASONRY BLOCK FOUNDATION WALLS ONLY) HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). i
CUT = 890 C.Y. (FOR EXCAVATION OF THE PROPOSED UNDERGROUND BASEMENT INSIDE OFTHEBLDG AREA &MISC. PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
VEGETATED SWALE BMP) 10. NO DIRECTLY CONNECTED IMPERVIOUS AREA (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM
FILL =200CW.(FOR STRUCTURAL FILL AT FRONT PORCH, REAR CONCRETE DECKS, STAIRCASE FROM BASEMENT, DRIVEWAY RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY,
& WALKWAYS) AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE
DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOOF FROM IMPERVIOUS AREA. TURF
IMPORT = 140 C.Y. (FOR STRUCTURAL FILL AGGREGATES AT FRONT PORCH, REAR CONCRETE DECKS, STAIRCASE FROM AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE _ 1 p
BASEMENT, DRIVEWAY, WALKWAYS, VEGETATED SWALE BMP) PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A
REMEDIAL = 80C.Y.(4 -'PER SOILS ENGINEER & CITY ENGINEER COMMENTS, REMOVAL AND RECOMPACTIONACROSSTHE CITY PERMIT. SIGN DATE SIGN DATE N DATE SIGN ! DATE SIGN DATE
ENTIRE LOT OUTSIDE OF THE BUILDING AREAS, PERONSITE CONDITIONS)
SIGNATURE EXPIRES 2 YRS AFTER DATE
r DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION ik 6VED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL RC MI RC ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
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RECORD FROM: PER CITY OF ENCINITAS 13203 HOLMES POINT DR. NE R.C.E. NO.: 21086 MASIH MAHER ENCE A. WA
ELEVATION: ELEV 16.94 KIRKLAND, WA 98034 LIC WORK DIR CTOR APN: 261- 142 -17 & 18
DATUM: NAVD88 (425) 814 -3970 EXP.: 9 -30 -11 DATE ID/ 17 1
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I SEE LUCIA ENGINEERING AUGUST I, 2011 4 AUG Ili I I
PAGE 1.0 FOR SHORING
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WALL5 AND GUT DES16N5 INVESTIGATION DEPTH
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TOPO PROVIDED BY:
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PROFESSIONAL GEOTECHNICAL ENG.
13203 HOLMES POINT DR. NE
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REVIEWED BY:
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PLANS UNDER SEPARATE ('ICES AND CONCRETE
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PAGE 1.0 FOR SHORING
18, 2011 SUPP. SOILS
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TOPO PROVIDED BY:
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PROFESSIONAL GEOTECHNICAL ENG.
13203 HOLMES POINT DR. NE
KIRKLAND, WA 98034 R.C.E. NO.: G21086
REVIEWED BY:
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MASIH MAHER ENCE A. WA
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NEW RESIDENCE FOR
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APN: 261- 142 -17 8t 18
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LOCATION: N1951138.311 ! E8245651.712
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RECORD FROM: PER CITY OF ENCINITAS
ELEVATION: ELEV 18.94
DATUM: Ni
SONORA, AZ 85637
(760) 525 -0264
(425) 814 -3970
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STORM WATER BMP's:
1. RIGHT OF WAY NOTE OWNER 15 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 50 WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE
15. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NEGE55ARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO
AND DOUBLE PERMIT FEES. IT 15 THE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE PROPERTY LINE 15.
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER, DO NOT REMOVE TREES OR SHRUBS UNNEGE55ARIL1,; THEY HELP
DEGREASE EROSION.
2. UTILITY NOTE: ALL UTILITIES SERVICE THIS SITE SHALL BE INSTALLED UNDERGROUND.
14. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION 15 NOT IMMEDIATELY PLANNED FOR
3. DRAINAGE NOTE: NO CONCENTRATED DRAINAGE FLOW ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER 15 TO
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FA5T- GROWING ANNUAL AND PERENNIAL 6RASSE5 TO
DRAIN AWAY FROM STRUGTURE5 FOR A MINIMUM OF 5 FEET 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
SHIELD AND BIND THE SOIL.
4. CONCRETE WASHOUT: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY 51ZED GONCRETE WASHOUT AREA TO CONTAIN
15. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND 6RADING ACTIVITIES ARE COMPLETE.
WASHOUT ON SITE, IT 15 ILLEGAL 70 WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER, AND THE LIKE INTO THE 5TORMWATER
CONVEYANCE SYSTEM OR ANY RECEIVING WATER. GONTRAGTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
I6. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
5. CONSTRUCTION 51TE ACCESS: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
TOTAL AREA OF NEW IMPERVIOUS SURFACES = 6008 5f (38113 5f STRUCTURE and 2115 5f patios)
INGRESS TO FREVENT TRACKING DIRT OFF SITE. THI5 SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED
STEEL PANELS/PLATE5.
EARTHWORK, GUT OR FILL, WHICH 15 OVER 50 CUBIC YARDS, REQUIRES AN ADDITIONAL ENGINEERING GRADING PERMIT.
6. GON51TRUGTION VEHICLES: A SPECIFIC AREA AHAY FROM GUTTERS AND 5TORMDRAIN SHALL BE DESIGNATED FOR
440 CUBIC YARDS GUT, 160 CUBIC T-ARD5 FILL, 80 GUBIG YARDS IMPORT/EXPORT, 140 CUBIC YARDS OVER - EXCAVATION AND
GON5TRUGTION VEHIGLE5 PARKING, VEHICLE REFUELING, AND ROUTINE MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -51TE.
RE- COMPAG710N
1. ONL51TE MA TERIAL STORA F STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
Il. EROSION CONTROL MEASURES (E.6. BONDED FIBER MATRIX, VEGETATIVE DOVER, JUTE MALTING) MUST BE IMPLEMENTED WHERE
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 5TORMWATER FROM
APPLIGABLE TO PREVENT SOIL ER05ION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION
STOCKPILES KEPT ON -SITE.
BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST AL50 BE FOLLOWED
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC... STOCKPILES SHALL BE LOCATED
TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY OE61RA6AYION DOWNSTREAM
AWAY FORM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH
(E.6. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE
SOIL 5TABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TOILETS OVER A PERVIOUS SURFACE).
8. TRAINING: GONTRACTOR6 EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENGINITAS SHALL BE TRAINED TO BE
I8. NO DIRECTLY CONNECTED IMPERVIOUS AREA VGIA) SHALL BE ALLOWED. DGIA MEANS STORM RUNOFF GENERATED AND
FAMILIAR WITH THE CITY. OF ENGINITAS 5TORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE
CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON
TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(5) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
THE SITE PLAN. M05T COMMON MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM
STORMHATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
IMPERVIOUS AREA. TURF AND LAND5GAPED AREAS THAT ARE DE516NED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE
PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT.
q. WASTE MANAGEMENT: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PROOUGTS ON THE GROUND, WHERE WATER GAN GARRY THEM INTO THE
SOILS REPORT DATA: PROPOSED SINGLE- FAMILY RESIDENTIAL DEVELOPMENT KILKENNY DR, ENGINITAS (A.P.N. 261- 142- I1B18), VINJE
GONVEYANGE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMP5TER5 SHALL BE DISCHARGED INTO 5TORMWATER.
d MIDDLETON ENGINEERING, INC., DECEMBER 21, 2010,
BERMS/DIKES SHALL BE PLACED AROUND DUMSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECK
FREQUENTLY FOR LEAKS. DUMP5TER LIDS SHALL REMAIN CLOSED AT ALL TIMES. OUMPSTER5 WITHOUT LIDS SHALL BE PLACED
PROJECT # 10 -1
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
MATERIAL. MANY CONSTRUCTION MATERIALS, INGLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
LA (LANDSCAPED AREA): 2150 SQ.FT. HORIZONTAL + 4115 SOFT. VERTICAL ON CRIBLOCK WALL = 2645 SOFT.
CONCRETE, WOOD, AND CLEARED VEGETATION GAN BE RECYLGED. NON - REGYCLABLE MATERIALS MUST BE TAKEN TO AN
MODERATE WATER -USAGE LA: TRAILING LANTANA 250 SOFT, CITRUS 200 50.FT.: TOTAL 450 SOFT- PF = O.5
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS HASTE. FOR INFORMATION ON D15POSAL OF HAZARDOUS MATERIAL, G
LOW WATER USAGE LA: MANZANITA 34 SOFT, COAST LIVE OAK 54 SQ.FT.; SILVER CARPET 60 SQ.FT.; GOA5T ROSEMARY 81 SOFT,
ALL THE HAZARDOUS HASTE HOTLINE TOLL FREE AT (600) 114 -11115. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTER5
CHITALPA 10q 5Q.FT.; TRAILING LANTANA 276 SQ.FT.; PINDO PALM 72 SOFT.; WESTERN REDBUD 220 SOFT; AUTUMN d DUNE SAGE 500
GALL ERGO AT (160) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH GANG AND RECYCLING
SQ.FT.; LOCKWOOD DE FOREST 4115 SOFT.; TOTAL 11102 SOFT. PF = 03
RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
VERY LOW WATER USAGE: CALIFORNIA LILAC 44 50.FT.; CLEVELAND SAGE 250 SOFT.: TOTAL 214 5Q.FT.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON
PF =0]
PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND 5TORMDRAIN.
IE = 0.8 (DRIP IRRIGATION)
CONTRACTOR MUST ROUTINELY CHECK AND GLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
-
1. MAXIMUM APPLIED WATER ALLOWANGE WITHOUT A SPECIAL LANDSCAPED AREA
10. EROSION GONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTEGTED
MAWA = 42.11(0.62)(0.7 x LA) = 42.11 x 0.62 x 0.1 x 2645 = 411,246 GALLONS PER YEAR (6PY.
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS ER05ION CONTROL MATS, ADEQUATE GROUND COVER
VEGETATION, AND BONDED FIBER MATRIX.
2. ESTIMATED TOTAL WATER USE WITHOUT A SPECIAL LANDSCAPED AREA
ETWU = 42.11(0.62)(PF x LA)/IE = 42.11 x .62 x .5 x 450/0.8 = 1,481 6PY FOR MODERATE ZONE
11. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER.
ETWU = 42.11 x.62 x.3 x Ig0210.8 = 18,258 SPY FOR LOW ZONE
ETWU = 42A x.(22 x.1 x 284/0.8 = 1141 6PY FOR VERY LOW ZONE
12. DIVERSION DIKE5 SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
ETWU TOTAL =1,481 + 18,258 + q41 = 26,680 GALLONS PER YEAR
PROTEGT CHANNELS AGAINST EROSION USIN6-PERMANENT AND TEMPORARY EROSION GONTROL MEASURES.
CONCEPTUAL LANDSCAPE PLAN FOR
LAKEWOOD LIVING TRUST
LANDSCAPE LEGEND
(2 EA) QUERGU5 AORIFOLIA, N (2 EA) ARGTO5TAPHYLO5, N
" R05MARINU5 OFFIGINALIS - "LOGKWOOD DE FOREST" (TO BE USED IN
GOA5T LIVE OAK" z "MANZANITA" ®
I5 -20 FT. HEIGHT / IO -15 FT. WIDTH GRIBLOGK GREEN WALL)
0 (3 EA) IAE5TRIN6IA FRUTIG05A
"GHTA
(2 LTA LPA" GHITALPA TASHKENTSIS, N COAST ROSEMARY" DYMONDIA MAR6ARETAE - "SILVER CARPET"
5 -10 FT. HEIGHT / 46 FT. WIDTH
(3 EA) CAENOTHUS, N
(2 EA) BUTIA GAPITATA "GALIFORNIA LILAC" ® LANTANA MONTEVIDEN515 - "TRAILING LANTANA"
"PINDO PALM" ® (6 EA) GERGIS OGGIDENTALI5, N
10 -15 FT HEIGHT / 5 -1 FT WIDTH "WE5TERN REDBUD"
MIXTURE OF:
(2 EA) GITRU5 5INEN515 SALVIA GRE66I - "AUTUMN 5A6E"
"DECIDUOUS VALENGIA" SALVIA AFRIGANA LUTEA - "DUNE 5A6E"
20 -30 FT HE16HT / 10 -15 FT WIDTH LANTANA MONTEVIDEN515 "TRAILING LANTANA"
SALVIA GLEVELANDII, N - "GLEVELAND SAGE"
(I EA) TILIA EUROPOEA
C "DEGIDUOU5 LIME"
10 -15 FT HEIGHT / I0-I5 FT WIDTH
(I EA) GITRU5 LIMON X MANDARIN HYBRID
" DEGIDUOU5 LEMON
10 -20 FT HEIGHT / I0-I5 FT WIDTH
LANDSCAPE NOTE:
ALL PLANTINGS ARE NEW. NO PLANTINGS TO BE RETAINED. EXISTING
PLANTINGS ARE NON - NATIVE ORNAMENTAL SPECIES.
LAND5GAPE GALL:
TOTAL LAND5GAPE PERGENTA6E FOR THE SITE:
3600 5F LANDSCAPE AREA OF 9751 5F LOT AREA = 36%
V
STUGGO TO }n
MATGH 5TUGGO TO O V
RE5IDENGE MATCH EXISTING
PRIVACY FENCE DETAIL
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** *DEL MAR FORMATION (TYP.)\
15'
' SLOPED EXCAVATION DETAIL
3 TOP OF SOLDIER PILE SHORING WALL
EXCAVATION SEQUENCING NOTES:
1. THERE IS A TEMPORARY EASEMENT AGREEMENT WITH THE
NEIGHBORING PROPERTY TO THE EAST, ALONG WALL #6. THIS
EASEMENT ALLOWS THE USE OF 5 FEET OF THIS NEIGHBORING
PROPERTY.
2. EXCAVATION IS TO TAKE PLACE PER SECTIONS A -A & B -B DOWN TO
THE TOP OF THE SOLDIER PILE WALL, APPROX. ELEVATION 52.0
3. THE SOLDIER PILE SHORING WALL IS TO THEN BE INSTALLED. A
SHORING OF THE SOIL IS REQUIRED ALONG WALL #6 ONLY.
4. EXCAVATION IS THEN TO OCCUR IN 4 FOOT INCREMENTS, AND
TIMBER LAGGING INSTALLED, UNTIL THE BOTTOM OF THE
BASEMENT SLAB ELEVATION IS REACHED, APPROXIMATELY ELEV.
40.0.
5. THE CIP CONCRETE RETAINING WALLS & BASEMENT SLAB ARE
THEN TO BE INSTALLED.
BACKFILL SEQUENCE:
1. 4"0 DRAIN LINE, FILTER FABRIC AND DRAIN ROCK IS TO BE
INSTALLED AS SHOWN.
2. SOLDIER PILE WALL IS TO BE LEFT IN PLACE AS BACKFILL IS
PLACED BETWEEN THE SOLDIER PILE WALL /EXISTING SOILS
SLOPE AND THE CIP CONCRETE BASEMENT WALLS.
GEOTECHNICAL:
Prior to the contractor requesting a Building Department foundation
inspection, the soils engineer shall advise the building official in writing that:
"The foundation excavations, the soils expansive characteristics and
bearing capacity conform to the soils report."
SPECIAL INSPECTIONS:
Special inspection will be provided for the following work. (CBC Chapter 17
and Section 107.2)
a) Concrete construction.
Special inspections and verifications should be provided in accordance with
Table 1704.4•
1. Reinforced concrete (Table 1704.4)
EXISTING GROUND LEVEL 2. Concrete Strength > 2,500 PSI (Table 1704.4)
3. Structural Masonry (Per 1704.5)
E,Q. LOADING = 6H 4. Structural Welding (Per 1704.3.1)
b) Soils.
22 AROE 30 Special inspection should be provided for placement of fill 12 inches or more
deep in accordance with Section 1704.7.
BOTTOM OF SOLDIER PILE SHORING WALL
PASSIVE PRESSURE (EFP)
LOAD = 500 PCF
ACTING OVER 2.5
SHAFT DIAMETERS
S ❑LDIER PILE LAYOUT
WALL # 6 REQUIRED SHORING
Iv
APPROVED
;: .
1. Drilled Shafts for Soldier Pile Walls
2. TieBack installation for Soldier Pile Walls.
Note: Continuous inspection is required for Soils, Items 1 & 2 above.
ACTIVE PRESSURE (EFP)
LOAD = 25 PCF - TEMPORARY CONDITII]N This project shall comply with the 2010 California
Residential Code, which adopts the 2009 IRC,
TIMBER LAGGING IS DESIGNED TO 2009 UMC, 2009 UPC and the 2008 NEC. Section
507 ACTIVE LOADING
R106.2.
DESIGN L❑A-DING DIAGRAM _
** *NOTE:
ONSITE GEOLOGIST SHALL VERIFY THE DEPTH OF TERRACE
DEPOSIT ON SITE TO DETERMINE SLOPE GRADIENTS, PER
SOILS REPORT DATED AUGUST 20, 2011
DATE ENGINEERING DEPARTMENT APPROVALS
REVIIE�EWEED BY:
° LAWRENCE A. WATT
MASIH MAHER PUBLIC W RKS IRECTI
GATE DATE
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N
STRUCTURAL FOUNDATION PLAN FOR:
2551 SAN ELIJO AVENUE
CARDIFF, CA 92007 10889 -G
APN 261- 142 -17 &
APN 261- 142 -18
SHEET 5 OF 9
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CUT SOIL
@ 1/2-1 SLOPE
** *DEL MAR FORMATION (TYP.)\
15'
' SLOPED EXCAVATION DETAIL
3 TOP OF SOLDIER PILE SHORING WALL
EXCAVATION SEQUENCING NOTES:
1. THERE IS A TEMPORARY EASEMENT AGREEMENT WITH THE
NEIGHBORING PROPERTY TO THE EAST, ALONG WALL #6. THIS
EASEMENT ALLOWS THE USE OF 5 FEET OF THIS NEIGHBORING
PROPERTY.
2. EXCAVATION IS TO TAKE PLACE PER SECTIONS A -A & B -B DOWN TO
THE TOP OF THE SOLDIER PILE WALL, APPROX. ELEVATION 52.0
3. THE SOLDIER PILE SHORING WALL IS TO THEN BE INSTALLED. A
SHORING OF THE SOIL IS REQUIRED ALONG WALL #6 ONLY.
4. EXCAVATION IS THEN TO OCCUR IN 4 FOOT INCREMENTS, AND
TIMBER LAGGING INSTALLED, UNTIL THE BOTTOM OF THE
BASEMENT SLAB ELEVATION IS REACHED, APPROXIMATELY ELEV.
40.0.
5. THE CIP CONCRETE RETAINING WALLS & BASEMENT SLAB ARE
THEN TO BE INSTALLED.
BACKFILL SEQUENCE:
1. 4"0 DRAIN LINE, FILTER FABRIC AND DRAIN ROCK IS TO BE
INSTALLED AS SHOWN.
2. SOLDIER PILE WALL IS TO BE LEFT IN PLACE AS BACKFILL IS
PLACED BETWEEN THE SOLDIER PILE WALL /EXISTING SOILS
SLOPE AND THE CIP CONCRETE BASEMENT WALLS.
GEOTECHNICAL:
Prior to the contractor requesting a Building Department foundation
inspection, the soils engineer shall advise the building official in writing that:
"The foundation excavations, the soils expansive characteristics and
bearing capacity conform to the soils report."
SPECIAL INSPECTIONS:
Special inspection will be provided for the following work. (CBC Chapter 17
and Section 107.2)
a) Concrete construction.
Special inspections and verifications should be provided in accordance with
Table 1704.4•
1. Reinforced concrete (Table 1704.4)
EXISTING GROUND LEVEL 2. Concrete Strength > 2,500 PSI (Table 1704.4)
3. Structural Masonry (Per 1704.5)
E,Q. LOADING = 6H 4. Structural Welding (Per 1704.3.1)
b) Soils.
22 AROE 30 Special inspection should be provided for placement of fill 12 inches or more
deep in accordance with Section 1704.7.
BOTTOM OF SOLDIER PILE SHORING WALL
PASSIVE PRESSURE (EFP)
LOAD = 500 PCF
ACTING OVER 2.5
SHAFT DIAMETERS
S ❑LDIER PILE LAYOUT
WALL # 6 REQUIRED SHORING
Iv
APPROVED
;: .
1. Drilled Shafts for Soldier Pile Walls
2. TieBack installation for Soldier Pile Walls.
Note: Continuous inspection is required for Soils, Items 1 & 2 above.
ACTIVE PRESSURE (EFP)
LOAD = 25 PCF - TEMPORARY CONDITII]N This project shall comply with the 2010 California
Residential Code, which adopts the 2009 IRC,
TIMBER LAGGING IS DESIGNED TO 2009 UMC, 2009 UPC and the 2008 NEC. Section
507 ACTIVE LOADING
R106.2.
DESIGN L❑A-DING DIAGRAM _
** *NOTE:
ONSITE GEOLOGIST SHALL VERIFY THE DEPTH OF TERRACE
DEPOSIT ON SITE TO DETERMINE SLOPE GRADIENTS, PER
SOILS REPORT DATED AUGUST 20, 2011
DATE ENGINEERING DEPARTMENT APPROVALS
REVIIE�EWEED BY:
° LAWRENCE A. WATT
MASIH MAHER PUBLIC W RKS IRECTI
GATE DATE
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N
STRUCTURAL FOUNDATION PLAN FOR:
2551 SAN ELIJO AVENUE
CARDIFF, CA 92007 10889 -G
APN 261- 142 -17 &
APN 261- 142 -18
SHEET 5 OF 9
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TYPICAL SOLDIER PILE WALL SECTION
** *TERRACE DEPOS
CUT SOIL
@ 1/2-1 SLOPE
** *DEL MAR FORMATION (TYP.)\
15'
' SLOPED EXCAVATION DETAIL
3 TOP OF SOLDIER PILE SHORING WALL
EXCAVATION SEQUENCING NOTES:
1. THERE IS A TEMPORARY EASEMENT AGREEMENT WITH THE
NEIGHBORING PROPERTY TO THE EAST, ALONG WALL #6. THIS
EASEMENT ALLOWS THE USE OF 5 FEET OF THIS NEIGHBORING
PROPERTY.
2. EXCAVATION IS TO TAKE PLACE PER SECTIONS A -A & B -B DOWN TO
THE TOP OF THE SOLDIER PILE WALL, APPROX. ELEVATION 52.0
3. THE SOLDIER PILE SHORING WALL IS TO THEN BE INSTALLED. A
SHORING OF THE SOIL IS REQUIRED ALONG WALL #6 ONLY.
4. EXCAVATION IS THEN TO OCCUR IN 4 FOOT INCREMENTS, AND
TIMBER LAGGING INSTALLED, UNTIL THE BOTTOM OF THE
BASEMENT SLAB ELEVATION IS REACHED, APPROXIMATELY ELEV.
40.0.
5. THE CIP CONCRETE RETAINING WALLS & BASEMENT SLAB ARE
THEN TO BE INSTALLED.
BACKFILL SEQUENCE:
1. 4"0 DRAIN LINE, FILTER FABRIC AND DRAIN ROCK IS TO BE
INSTALLED AS SHOWN.
2. SOLDIER PILE WALL IS TO BE LEFT IN PLACE AS BACKFILL IS
PLACED BETWEEN THE SOLDIER PILE WALL /EXISTING SOILS
SLOPE AND THE CIP CONCRETE BASEMENT WALLS.
GEOTECHNICAL:
Prior to the contractor requesting a Building Department foundation
inspection, the soils engineer shall advise the building official in writing that:
"The foundation excavations, the soils expansive characteristics and
bearing capacity conform to the soils report."
SPECIAL INSPECTIONS:
Special inspection will be provided for the following work. (CBC Chapter 17
and Section 107.2)
a) Concrete construction.
Special inspections and verifications should be provided in accordance with
Table 1704.4•
1. Reinforced concrete (Table 1704.4)
EXISTING GROUND LEVEL 2. Concrete Strength > 2,500 PSI (Table 1704.4)
3. Structural Masonry (Per 1704.5)
E,Q. LOADING = 6H 4. Structural Welding (Per 1704.3.1)
b) Soils.
22 AROE 30 Special inspection should be provided for placement of fill 12 inches or more
deep in accordance with Section 1704.7.
BOTTOM OF SOLDIER PILE SHORING WALL
PASSIVE PRESSURE (EFP)
LOAD = 500 PCF
ACTING OVER 2.5
SHAFT DIAMETERS
S ❑LDIER PILE LAYOUT
WALL # 6 REQUIRED SHORING
Iv
APPROVED
;: .
1. Drilled Shafts for Soldier Pile Walls
2. TieBack installation for Soldier Pile Walls.
Note: Continuous inspection is required for Soils, Items 1 & 2 above.
ACTIVE PRESSURE (EFP)
LOAD = 25 PCF - TEMPORARY CONDITII]N This project shall comply with the 2010 California
Residential Code, which adopts the 2009 IRC,
TIMBER LAGGING IS DESIGNED TO 2009 UMC, 2009 UPC and the 2008 NEC. Section
507 ACTIVE LOADING
R106.2.
DESIGN L❑A-DING DIAGRAM _
** *NOTE:
ONSITE GEOLOGIST SHALL VERIFY THE DEPTH OF TERRACE
DEPOSIT ON SITE TO DETERMINE SLOPE GRADIENTS, PER
SOILS REPORT DATED AUGUST 20, 2011
DATE ENGINEERING DEPARTMENT APPROVALS
REVIIE�EWEED BY:
° LAWRENCE A. WATT
MASIH MAHER PUBLIC W RKS IRECTI
GATE DATE
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N
STRUCTURAL FOUNDATION PLAN FOR:
2551 SAN ELIJO AVENUE
CARDIFF, CA 92007 10889 -G
APN 261- 142 -17 &
APN 261- 142 -18
SHEET 5 OF 9
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CAST -IN -PLACE CONCRETE
Prior to the contractor requesting a Building
Department foundation inspection, the soils engineer
REFERENCE STANDARDS- shall advise the building official in writing that:
The foundation excavations, the soils expansive
(1) ACI 301 -95 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" characteristics and bearing capacity conform to
(2) 2003 INTERNATIONAL BOIL DING CODE- CHAP TER 19 the soils report,
CONCRETE MIXTURES,, CONFORM TO,
(1) ACI 301 SECTION 4 "CONCRETE MIXTURES"
MA TERIAL S- CONFORM TO•, c2>'w x s• NELSON
STUDS @ 18 "o,c
(1) ACI 301 SECTION 4,2,1 "MATERIALS" FOR REQUIREMENTS FOR CEMEN TITIOUS
MA TERIAL S, AGGREGATES, MIXING WATER AND ADMIXTURES,
#4 BAR @ 12'o,c,
HORIZ & VERT °
MIX DESIGN REQUIREMENTS-
PIL E BORING-
ABOVE GROUND- LEAN MIX, 500 PSI
BELOW GROUND, LEAN MIX, -1,000 PSI FACE OF CIP WALL
MIX DESIGN NO TES.
(1) WIC RA TIE- WA TER CEMEN TI TIOUS MA TERIAL RA TIES SHAL L BE BASED ON THE TOTAL
WEIGH T OF CEMEN TI TIOUS MA TERIALS,
(2) CEMEN TI TIOUS CONTENT, .°
A, THE USE OF FL MASH, OTHER POZZOL ANS, SIL L ICA FUME, OR SLAG SHALL CONFORM
TO ACI 301 SECTION 4,2.2,8 „b MAXIMUM AMOUNT OF FL MASH SHALL BE 207 OF TOTAL
CEMEN TI TIOUS CONTENT UNLESS RE VIE WED AND APPROVED OTHERWISE B Y THE ENGINEER,
B, PORTLAND CEMENT CONCRETE SHALL CONFORM TO ACI 301 SECTION 4,2.21 ACCEPTANCE
OF LOWER CEMENT COMMENT IS CONTINGENT ON PROVIDING SUPPORTING DATA
TO THE ARCHI TEC /ENGINEER FOR REVIEW AND ACCEPTANCE,
(3) AIR CONTENT,, CONFORM TO ACI 301 SECTION 42. 2 4, HORIZONTAL EXTERIOR SURFACE IN
CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR, USE "SEVERE EXPOSURE ", VERTICAL
EXTERIOR SURFACES REQUIRE "SEVERE EXPOSURE" TOLERANCE IS +/- 1 1127 AIR
CONTENT SHAL L BE MEASURED A T POINT OF PL ACFMENT,
(4) SL UMP, CONFORM TO ACI 301 SEC TION 42,22 SL UMP SHAL L BE DETERMINED A T POINT
OF PL ACEMENT,
(5) CHLORIDE CON TEN T, CONFORM TO ACI 301 SEC TIEN 4, 2, 2, 6 AND TABL E 4,-P 2, 6 FOR
"O THER REINFORCED CONCRE TE CONS TRUC TIEN,
8” CIP OR SH❑TCRETE
STRUCTURAL STEEL-
CONCRETE BASEMENT WALL
REFERENCED S TANDARDS-
(1 ) ASCI "MANUAL OD STEEL CONS TRUC TION - ALLOWABLE STRESS DESIGN"
(2) ASCI "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES"
(3) A WE D1,1 "S TRUC TURAL WEL DING CODE - S TEEL "
MA TERIAL S, CONFORM TO,
STRUCTURAL i✓F SHAPES - AETM A992 -CR50
WEDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES
SEC TION 6 -16 SOL DIER PIL E AND SOL DIER PIL E TIEBACK WA L BASEMENT SLAB GRADE
SECTION 6 -16,2 MATERIALS, SECTIONS 9 -01 CONCRETE &
SEC TION 9 -10, 5 SOL DIER PIL E
DESIGN SOIL LOADS.
REFERENCE, REBER T M PRIDE, L L C SOIL S REPOR T FOR THIS PTR17JEC T DA TED MA Y 19, 2011
TIMBER,
MA TERIAL S,
(1 ) TIMBER LAGGING SHALL BE 4x- - HEM FIR No, 2 OR BETTER
PRESER VA TI VE TREA TMEN T', SECTION A — A
NONE REQUIRED
#5
VERTS,
@
12`
#7
HORIZ.
@
10'
VARIES
22' TO 0 FEET #3 TIES @ 4'o,c,
EACH WAY, FULL
SLAB LENGTH—
/ r#5 @ 12'o.c,
@ 4'o.c.
I
@ 12'o,c,
VERTS, @ 5•o,c,
�#7 HORIZ, @ 10'o,c,
#33 TIES @ 4'o.c.
EACH WAY, FULL
WALL HEIGHT
,_$s
,_Os
TYPICAL SECTION CIP CONCRETE WALL
12 TIMBER LAGGING
Prior to the contractor requesting a Building
Department foundation inspection, the soils engineer shall advise the
building
official in writing that
a) The building pad was prepared in accordance with the soils report,
b) The utility trenches have been properly backfilled and compacted, and
c) The foundation excavations, the soils expansive characteristics and
bearing capacity conform to the soils report. "
CHANGE DESCRIPTION '
TIVE SOILS
DRAINAGE MAT
iii T �
MIX CONCRETE
PROPERTY LINE
OLDIER PILE WALL
400 PERFORATED
PILE DRAIN W/ 1CF
CLEAN DRAIN RUCK
WRAPPED IN FILTER FABRIC
I
P
A ,L>
SHORING HEIGHT = 22'
22'
CIP CONCRETE BAS
BASEMENT
3 4 5 6 7 8 9 10 11 1
A�
SECTI ❑N B -B
ENGINEERING DEPARTMENT APPROVALS
FIEVIEWED BY:
^^^^.�
Q)
NASIH MAHER
(n
MIL
DATE
LAWRENCE A. WATT
PUBLIC WORKS DIRECTOR
/40/111 fir
SHORING HEIGHT = 30'
AY ❑UT
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
STRUCTURAL FOUNDATION PLAN FOR:
2551 SAN ELIJO AVENUE
CARDIFF, CA 92007
APN 261 - 142 -17 &
APN 261- 142 -18
45' -6"
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ADD 4 "X3/16" PLATE TO
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CAST -IN -PLACE CONCRETE
REFERENCE STANDARDS
(I) ACI 301 -95 'STANDARD SPECIFICATIONS FIJR STRUCTURAL CONCRETE'
C2J 2003 INTERNATIONAL BUILDING CODE, CHAPTER 19
CONCRETE MIXTURES, CONFORM TO,
(1) ACI 301 SECTION 4 CONCRETE MIXTURES'
MATERIALS+ CONFORM TO,
(I) ACI 301 SECTION 4.21 'MATERIALS' FOR REQUIREMENTS FOR CEMENIITIOUS
MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES.
MIX DESIGN REQUIREMENTS
PILE BORING
ABOVE GROUND- LEAN MIX; 500 PSI
BFLOW GROUND, STRUCTURAL MIX + 1,500 PSI
MIX DESIGN NOTES
(1) W/C RATIO, WATER CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL
WEIGHT OF CEMENTITIOUS MATERIALS,
C2J CEMENTITIOUS CONTENT,
A. THE USE OF FL MASH, OTHER POZZOLANS SILLICA FUME, 17R SLAG SHALL CONFORM
TO ACI 301 SECTION 4.2.2.8.b MAXIMUM AMOUNT OF FL YASH SHALL BE 2021 OF TOTAL
CEMENTITIDUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY THE ENGINEER.
A PORTLAND CEMENT CONCRETE SHALL CONFORM TO ACI 301 SECTION 4.221, ACCEPTANCE
OF LOWER CEMENT COMMENT IS CONTINGENT ON PROVIDING SUPPORTING DATA
TO THE ARCHITEC /ENGINEER FOR REVIEW AND ACCEPTANCE
(3) AIR CONTENT CONFORM TO ACI 301 SECTION 4.224, HORIZONTAL EXTERIOR SURFACE IN
CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE SEVERE EXPOSURE', VERTICAL
EXTERIOR SURFACES REQUIRE 'SEVERE EXPOSURE" TOLERANCE IS +/- 1 1 127. AIR
CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT.
(4) SLUMP- CONFORM TO ACI 301 SECTION 4.282 SLUMP SHALL BE DETERMINED AT POINT
OF PLACEMENT,
(5) CHLORIDE CONTENT- CONFORM TO ACI 301 SECTION 4.2.2.6 AND TABLE 42.26 FOR
'OTHER REINFORCED CONCRETE CONSTRUCTION -
STRUCTURAL STEEL;
REFERENCED STANDARDS
(1) ASCI MANUAL Of STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN',
C2J ASCI 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES"
C3 AWS Dl.l 'STRUCTURAL WELDING CODE - STEEL"
MATERIALS- CONFORM TO,
STRUCTURAL VF SHAPES - AS TO A992 -GR50
WSDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES
SECTION 6 -16 SOLDIER PILE AND SOLDIER PILE TIEBACK WALL
SECTION 6 -16.2 MATERIALS, SECTIONS 9 -01 CONCRETE & SECTION 9 -10.5 SOLDIER PILE
DESIGN SOIL LOADS
REFERENCE ROBERT M PRIDE, L L C SOILS REPORT FOR THIS PIROJECT DATED MAY 19, 2011
TIMBER,
MATERIALS
(Z) TIMBER LAGGING SHALL BE 4x- - HEM FIR No. 2 OR BETTER
PRESERVATIVE TREATMENT,
WOOD MATERIALS SHALL BE REQUIRED TO BE TREATED IN ACCORDANCE WITH
IBC SECTION 2304.11, AND SHALL BE RATED FOR MINIMUM 100 YEAR LIFE -SPAN
DECAY AND TERMITE PROTECTION SHALL CONFORM TO THE APPROPRIATE
STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) FOR
SA WN L UMBER,
TIE -BACI
WHEN AI
PASSIVE FIRES
LOAD = 500 PCI
ACTING OVER;
SHAFT DIAMET
EARTHQUAKE SURCHARGE
LOAD =6H
ACTIVE PRESSURE (EFP)
LOAD= 50 PCF
TIMBER LAGGING IS DESIGNED TO
50% ACTIVE LOADING
DESIGN LOADING DIAGRAM
TYPICAL WALL SECTION
TIEBACK WALL SHOWN, CANTILEVER WALL SIMILAR
'OUT I _
ENGINEERING DEPARTMEI
REVIEWED BY:
�� V ` ' mt_=
MASIH MAHER
DATE
APPROVAL -$
em �f .
RENCE A. WATT
PUBLIC WORKS 6I fECTOR
CITY OF ENCINITAS- ENGINEERING SERVICES DEPARTMENT
IUCTURAL FOUNDATION PLAN FOR:
2551 SAN ELIJO AVENUE
CARDIFF, CA 92007
APN 261- 142 -17 &
APN 261 - 142 -18
AGE- MAT
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ADD 4 "X3/16" PLATE TO
CAPTURE TIMBER
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SHORING NOTES
CAST -IN -PLACE CONCRETE
REFERENCE STANDARDS
(I) ACI 301 -95 'STANDARD SPECIFICATIONS FIJR STRUCTURAL CONCRETE'
C2J 2003 INTERNATIONAL BUILDING CODE, CHAPTER 19
CONCRETE MIXTURES, CONFORM TO,
(1) ACI 301 SECTION 4 CONCRETE MIXTURES'
MATERIALS+ CONFORM TO,
(I) ACI 301 SECTION 4.21 'MATERIALS' FOR REQUIREMENTS FOR CEMENIITIOUS
MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES.
MIX DESIGN REQUIREMENTS
PILE BORING
ABOVE GROUND- LEAN MIX; 500 PSI
BFLOW GROUND, STRUCTURAL MIX + 1,500 PSI
MIX DESIGN NOTES
(1) W/C RATIO, WATER CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL
WEIGHT OF CEMENTITIOUS MATERIALS,
C2J CEMENTITIOUS CONTENT,
A. THE USE OF FL MASH, OTHER POZZOLANS SILLICA FUME, 17R SLAG SHALL CONFORM
TO ACI 301 SECTION 4.2.2.8.b MAXIMUM AMOUNT OF FL YASH SHALL BE 2021 OF TOTAL
CEMENTITIDUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY THE ENGINEER.
A PORTLAND CEMENT CONCRETE SHALL CONFORM TO ACI 301 SECTION 4.221, ACCEPTANCE
OF LOWER CEMENT COMMENT IS CONTINGENT ON PROVIDING SUPPORTING DATA
TO THE ARCHITEC /ENGINEER FOR REVIEW AND ACCEPTANCE
(3) AIR CONTENT CONFORM TO ACI 301 SECTION 4.224, HORIZONTAL EXTERIOR SURFACE IN
CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE SEVERE EXPOSURE', VERTICAL
EXTERIOR SURFACES REQUIRE 'SEVERE EXPOSURE" TOLERANCE IS +/- 1 1 127. AIR
CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT.
(4) SLUMP- CONFORM TO ACI 301 SECTION 4.282 SLUMP SHALL BE DETERMINED AT POINT
OF PLACEMENT,
(5) CHLORIDE CONTENT- CONFORM TO ACI 301 SECTION 4.2.2.6 AND TABLE 42.26 FOR
'OTHER REINFORCED CONCRETE CONSTRUCTION -
STRUCTURAL STEEL;
REFERENCED STANDARDS
(1) ASCI MANUAL Of STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN',
C2J ASCI 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES"
C3 AWS Dl.l 'STRUCTURAL WELDING CODE - STEEL"
MATERIALS- CONFORM TO,
STRUCTURAL VF SHAPES - AS TO A992 -GR50
WSDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES
SECTION 6 -16 SOLDIER PILE AND SOLDIER PILE TIEBACK WALL
SECTION 6 -16.2 MATERIALS, SECTIONS 9 -01 CONCRETE & SECTION 9 -10.5 SOLDIER PILE
DESIGN SOIL LOADS
REFERENCE ROBERT M PRIDE, L L C SOILS REPORT FOR THIS PIROJECT DATED MAY 19, 2011
TIMBER,
MATERIALS
(Z) TIMBER LAGGING SHALL BE 4x- - HEM FIR No. 2 OR BETTER
PRESERVATIVE TREATMENT,
WOOD MATERIALS SHALL BE REQUIRED TO BE TREATED IN ACCORDANCE WITH
IBC SECTION 2304.11, AND SHALL BE RATED FOR MINIMUM 100 YEAR LIFE -SPAN
DECAY AND TERMITE PROTECTION SHALL CONFORM TO THE APPROPRIATE
STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) FOR
SA WN L UMBER,
TIE -BACI
WHEN AI
PASSIVE FIRES
LOAD = 500 PCI
ACTING OVER;
SHAFT DIAMET
EARTHQUAKE SURCHARGE
LOAD =6H
ACTIVE PRESSURE (EFP)
LOAD= 50 PCF
TIMBER LAGGING IS DESIGNED TO
50% ACTIVE LOADING
DESIGN LOADING DIAGRAM
TYPICAL WALL SECTION
TIEBACK WALL SHOWN, CANTILEVER WALL SIMILAR
'OUT I _
ENGINEERING DEPARTMEI
REVIEWED BY:
�� V ` ' mt_=
MASIH MAHER
DATE
APPROVAL -$
em �f .
RENCE A. WATT
PUBLIC WORKS 6I fECTOR
CITY OF ENCINITAS- ENGINEERING SERVICES DEPARTMENT
IUCTURAL FOUNDATION PLAN FOR:
2551 SAN ELIJO AVENUE
CARDIFF, CA 92007
APN 261- 142 -17 &
APN 261 - 142 -18
AGE- MAT
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