2011-11130 SG (Plans) RIGHT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER °
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON CONCRETE
WASHOUT NEW POINTE INVESTMENT 18, LLC it
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE o
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 16880 WEST BERNARDO DRIVE, SUITE 230 I-5 e
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY SAN DIEGO,
CA 92127 J
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A (858) 451-8700 Q
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SIGN DESIGNATING THE WASHOUT LOCATION. a'
DRAINAGE NOTE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR SITE ADDRESS ENCINITAS
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TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION SITE ACCESS �NCkNITAS
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NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS COMMENCEMENT OF WORK: 521 CAMINO -1 DORADO
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING APN: 258-141-16
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A. SEWERS - SDWD -(760)-633-2650 DIRT OFF SITE, THIS SHALL INCLUDE USING
MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. OCEAN BLUFF WAY
AN APPROVED DRAINAGE FACILITY. B. GAS & ELECTRIC - SDGE- (760)-438-6200 LEGAL DESCRIPTION a 0
C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 CONSTRUCTION VEHICLES
THAT PORTION OF THE SOUTHEAST QUARTER OF THE N
UTILITY NOTE D. TELEPHONE - SBC BELL-(760)-489-3411 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
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NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 c N 0 °
E. CABLE TV- COX COMMUNICATIONS-(760)-806-9809 X-2233 VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
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ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN �y y�
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2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY EROSION CONTROL THE COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA,
GENERAL NOTES WORK ON THIS PROJECT. PHONE: (760)-633-2770. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED ACCORDING TO OFFICIAL PLAT THEREOF. THIS LEGAL IS E F ST " REOuE STREET
MADE PURSUANT TO THAT CERTAIN CERTIFICATE OF
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COMPLIANCE RECORDED MARCH 21, 1986
AS INSTRUMENT
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-
COVER VEGETATION, AND BONDED FIBER MATRIX. NO. 109839 OF OFFICIAL RECORDS.
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
VICINITY MAP SITE
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.ANY CHANGES OR REVISIONS REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
WET WEATHER. N.T.S.
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OWNER'S CERTIFICATE
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION AND FOUNDATION DESIGN EROSION CONTROL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
RECOMMENDATIONS FOR PROPOSED SINGLE FAMILY RESIDENCE,APN 258-141-16, CAMINO EL HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
GRADING
DORADO, ENCINITAS, CALIFORNIA" DATED JULY 15, 2011, PROJECT#1105-15-B-2 AND THE"REVISED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOT SANDSTROM AT (619) 823-7969, 24 REMOVE
EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO
REMEDIAL GRADING RECOMMENDATIONS FOR PROPOSED SINGLE FAMILY RESIDENCE,APN 258-141-16, HOURS A DAY. AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY /ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. �
CAMINO EL DORADO, ENCINITAS, CALIFORNIA, GP-02843" DATED JANUARY 10, 2012, PROJECT HELP DECREASE EROSION. -0
#1105-15-B-4 PREPARED BY ADVANCED GEOTECHICAL SOLUTIONS, INC. SHALL BE CONSIDERED AS A 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR SIGNATURE: DATE: �'�
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID EROSION CONTROL PURPOSES.
EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL OT N ROM, PRESIDENT
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. GRASSES TO SHIELD AND BIND THE SOIL. NEW lWqTE INVESTMENT
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EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE PLANT PERMANENT
VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
ENGINEERING INSPECTOR.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE WATER USAGE FCR DUST CONTROL SHALL BE MINIMIZED.
GRADING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO SOILS ENGINEER'S CERTIFICATE
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ON-SITE CONSTRUCTION MATERIAL STORAGE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
AND SPILLAGE. CONTRACTOR SHALL I, JEFFREY A. CHANEY, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE STORE THESE
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF
REPLACED OR REPAIRED TO CONDITION REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE
OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 24,
EXISTING PRIOR TO GRADING. CIRCUMSTANCES WHICH MAY ARISE. ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
ETC. STOCKPILES SHALL 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL HAS BEEN SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO BE COVERED
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER GRADING PLANS AN CERTIFY T THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. AROUND THE
PERIMETER AT ALL TIMES. PROJECT H VE INC P AT D IN THE G ING PLANS AND SPECIFICATIONS.
ENGINEER OR A LICENSED LAND
SURVEYOR. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE TRAINING SIGNED: Yn;ESSk
INCORPORATED HEREON. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR o'
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7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES SHALL BE AVAILABLE TO RGE NO.: 2 14Q Newt "
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF EVERYONE WORKING
ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS 4
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SLOPE AT THE CONCLUSION OF EACH WORK DAY. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
EXP. DATE: 6-30-2013 _ 314
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF 1/2 MILE OF A STRUCTURE FOR HUMAN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
JOB#: 1105-15-B-2, -4
( ) WASTE MANAGEMENT
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. ADVANCED GEOTECHNICAL SOLUTIONS, INC. *~'
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. DUMPING OF UNUSED OR WASTE PRODUCTS ON
THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE 25109 JEFFERSON AVE r
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN SYSTEM IS STRICTLY PROHIBITED. SUITE
MURRIET ETA, CA 92562
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS/DIKES SHALL BE PLACED AROUND ALL (619) 708-1649
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES DUMPSTERS TO DIVERT THE
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS
SHALL BE PLACED WITHIN STRUCTURES WITH
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
CONTACT WITH ANY TRASH MATERIAL. STATEMENT OF ENGINEER OF WORK
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS DRAIN SYSTEM. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION
ON DISPOSAL OF HAZARDOUS MATERIAL, ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195.
FOR INFORMATION ON LANDFILLS AND TO ORDER RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT,TEiAT THE ENGINEER
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DUMPSTERS CALL EDCO AT(760)436-4151.
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN"AS GRADED CERTIFICATION" SHALL BE THE CITY OF ENCINITAS IN ITS CAPACITY AS
A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11130-SG HAS BEEN PERFORMED IN 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIEN&'OR
ADEQUACY OF THE
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. AND/OR THE TURF/LANDSCAPED AREAS. SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES. THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF
SUCH AGENCY AND EMPLOYMENT AND
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. ROUTINELY CHECK AND
CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE FOR
MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE '7 ��- I`n
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. SIGNATURE: �, ,, /� SAD DATE:
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE IT TO AN ADEQUATE IMP/BMP. TIM WHY R. BIRCH,
RCE#71148
FOR THEIR INTENDED USE. SAN DIEGUITO WATER DISTRICT NOTES:
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED HUNSAKER &ASSOCIATES SAN DIEGO, INC.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE WITHOUT A PERMIT FROM THE CITY. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER
DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY 9707 WAPLES STREET
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID OF THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
UTILITY PIPE OR STRUCTURE WITHIN THE SAN DIEGO, CA 92121
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
LIMITS OF THIS PROJECT. (858) 558-4500
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
RCE EXPIRES: 6-30-2013
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING
OR PROPOSED
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
CROSSINGS WITHIN 10 FEET OF PROPOSED
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS IMPERVIOUS AREA
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE WRITTEN
PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY(FIRE IMPERVIOUS AREA AFTER CONSTRUCTION: 3,848 SOFT
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE HYDRANT, METERS,
VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES INCREASE IN IMPERVIOUS AREA: 3,848 SQFT
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE IMPERVIOUS AREA REPLACED: NA
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. z_
THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER 4.
UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER SERVICES. f/�- Gg G!! L T 0
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT REQUIRED FOR THIS STRUCTURE. 5. MINIMUM HORIZONTAL SEPARATION OF 1 O-FEET
REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC z
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR VAULTS. �4•ci J7� .�� �U�!'/Z <
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE /gb26T!! 1?. Bl12GF DATE
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REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN EARTHWORK DATA 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL
OTHER TRAVELED WAYS. WATER METERS MUST BE RCE 7 !! ¢8 EXP• 6 -30-13 F
ACCORDANCE WITH THE GRADING ORDINANCE. STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2 H : 1 V IN FRONT OF PARCEL THEY ARE SERVING.
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MAXIMUM VERTICAL DEPTH OF CUT= 0.4' O w "
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED MAXIMUM VERTICAL DEPTH OF FILL= 1.5' 7. CALIFORNIA STATE LAW ASSEMBLY
BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR c °0
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE
WITH THIS LAW, THE DISTRICT SHALL ¢ v
HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. CUT = 15 C.Y. REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS.
BMP PROJECT STATUS w
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY FILL = 120 C.Y. w a 10
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. IMPORT = 105 C.Y. 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION
REMEDIAL = 634 C.Y. (3' REMOVAL 5' BEYOND LIMITS OF STRUCTURE AND 1' FOR ALL OTHER AREAS) IN ACCORDANCE WITH WC-17 OR WC-18. STANDARD
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17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN °
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY = m a
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN
DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT let/��/i 3_�_ ` fo-., C �- ��� 3 (• ( Z L
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE SIGN DATE SIGN DATE IGN DATE
N DATE GN ATE
REMOVAL.
'SIGNATURE EXPIRES 2 YRS AFTER DATE SIGNED
QRpFESSioN DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ��OO�VY R. 6 q�F TRB MR TRB ENGINEERING DEPARTMENT APPROVALS CITY OF