2011-11017 SG (Plans) r _
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HT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1.5 0
C .VNER 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 OWNER Q SITE
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
NEW POINTE INVESTMENT 19, LLC z
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 16880 WEST BERNARDO DRIVE, SUITE 230
IRSUANCE 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, SAN DIEGO, CA 92127 SANTA FE DR. u d
Cj,VNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY >
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PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A (858) 451-8700 a
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EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SIGN DESIGNATING THE WASHOUT LOCATION.
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06INAGE NOTE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR z o
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF SITE ADDRESS z 2
GRANGE HALL
CONSTRUCTION SITE ACCESS 939 GRANGE HALL ROAD N z RR
CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED
FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING APN: 260-192-28 y� a
T DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A. SEWERS- CSD- (760)-633-2770 DIRT OFF SITE. THIS SHALL INCLUDE USING
MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES.
APPROVED DRAINAGE FACILITY. B. GAS & ELECTRIC - SDGE-(760)-438-6200 <�
LEGAL DESCRIPTION
C. WATER- SAN SBC BELL WATER DISTRICT-1-800-227-2600 CONSTRUCTION VEHICLES O
ILITY NOTE D. TELEPHONE - SBC BELL- 760 -489-3411 PARCEL 2, IN THE CITY O ENCINITAS, COUNTY OF SAN 9G DR
( ) A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP
E. CABLE TV- COX COMMUNICATIONS-(760)-806-9809 X-2233 VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
THEREOF NO. 15634 FILED IN THE OFFICE OF THE COUNTY \N
L UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. g\R
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY EROSION CONTROL RECORDER ON APRIL 12,
1989.
NERAL NOTES WORK ON THIS PROJECT. PHONE: (760)-633-2770. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED VICINITY MAP
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND OWNER'S CERTIFICATE N.T.S.
1 LL 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.
F R PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
E I HEREBY CE
CINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
HAS BEEN E WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
VISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
PECTION. ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
EROSION CONTROL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
21!; HE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION AND FOUNDATION DESIGN
RI'COIVhAENDATIONS FOR PROPOSED SINGLE FAMILY RESIDENCE PARCEL 2 OF PM 15634, GRANGE 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 SIGNATURE: DATE:
H' LL ROAD, ENCINITAS, CALIFORNIA" PREPARED BY ADVANCED GEOTECHICAL SOLUTIONS, INC. HOURS A DAY. AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY OT A STRRM, PRESIDENT
D'' TED OCTOBER 6, 2011, PROJECT#1105-01-B-3 SHALL BE CONSIDERED AS A PART OF THIS GRADING HELP DECREASE EROSION. EW NTE
(VESTMENT 19, LLC
P N. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
6 S, ECIFICATIONS CONTAINED IN SAID REPORT. 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
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 b
3 SEPARATE APP.-,OVALS 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.
E' SEMENTS SHALL BE REQUIRED IN CONJUNC i ION WITH IMPROVEMENT PLANS. SOILS ENGINEER'S CERTIFICATE
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.
4' WRITTEN PERMISSION SHALL BE OBTAINEC FOR ANY OFFSITE ENGINEERING INSPECTOR. I, JEFFREY A. CHANEY, A REGISTERED
CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
ADING. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
THAT A SAMPLING AND STUDY F THE ( ,e
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO SOIL CONDITIONS PREV ENT WITHIN THIS SITE
WAS MADE BY ME OR UNDER MY DIRECTION ON �AND
5'' ONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ON-SITE
CONSTRUCTION MATERIAL STORAGE FOR AN UPDATE ON 2 b . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS S UDY,
P OPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
AND SPILLAGE. CONTRACTOR SHALL WITH MY RECOMMEND A I NS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
PLACED OR REPAIRED TO CONDITION 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 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
E', ISTING PRIOR TO GRADING. 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 REPORT F T I PROJ C AVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
CIRCUMSTANCES WHICH MAY ARISE. ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL
6 HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM
DRAIN INLETS. STOCKPILES SHALL SIGNED:
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 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
E GINEER OR A LICENSED LAND PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. AROUND THE PERIMETER AT ALL TIMES. RCE
NO.: G
S RVEYOR �FE88r0
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE A ?ROVED GRADING PLAN SHALL BE r A
7', HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING INCORPORATED HEREON. TRAINING EXP. DATE:
6-30-2013
CONTRACTORS' EMPLOYLL, NHO PERFORM CONSTRUCTION IN THE C"TY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR JOB#: 1105-01-B-3
S IORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES SHAT 8E AVAILABLE TO ADVANCED GEOTECHNICAL SOLUTIONS, INC. W®.2344 ` o
S FETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF r_
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SLOPE AT THE CONCLUSION OF EACH WORK DAY. EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SJL-ONTRACTORS
25109 JEFFERSON . SUITE 220 Exp.6/3®/13 &(
P GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
v MURRIETA, CA 92562 ��f®TECH ��'��
(619) 708-1649 q
CUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
�OF CIt,
WASTE MANAGEMENT A
S TURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 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.
(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
9I NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN SYSTEM IS STRICTLY PROHIBITED.
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LID ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS STATEMENT OF ENGINEER OF WORK
E GINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS/DIKES SHALL BE PLACED AROUND ALL
S, HEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES DUMPSTERS TO DIVERT
THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
1 PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
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. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
A THIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
E GINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS RULES AND REGULATIONS REQUIRED BY THE
CITY ENCINITAS, TO THE EXTENT THAT THE ENGINEER
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 CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
A'JD REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. DRAIN SYSTEM. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
1 UPON FINAL APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, NOT A DETERMINATION
BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
U O I COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL 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 PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
RESPONSIBILITY FOR THE PLANS
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN"AS GRADED CERTIFICATION" SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DUMPSTERS CALL EDCO AT(760)436-4151.
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
Blil PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11017-SG HAS BEEN PERFORMED IN
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES POLLUTANTS SHAL I BE KEPT OFF EXPOSED SURFACES. PLACE TRASH
CANS AND RECYCLING RECEPTACLES AROUND THE SITE. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
AI'T-�CHEDAS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AN', SIGNATURE AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
Cl THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FROM l i .E 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 ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
AND/OR THE TURF/LANDSCAPED AREAS. SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
1 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS �j ��
I ECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 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 SIGNATURE: i 7)4..; /C /'`nn:R DATE:
D BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 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 z:�TIM0 Y R. BI H, RCE
D WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
ERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE FOR
MORE INFORMATION ON STORMW-: ER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE HUNSAKER &ASSOCIATES SAN DIEGO, INC.
PERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. 9707 WAPLES STREET
F R THEIR INTENDED USE. IT TO AN ADEQUATE IMP/BMP,
SAN DIEGO, CA 92121
1 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE SAN DIEGUITO WATER DISTRICT NOTES: (858) 558-4500
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIE .' OR ALTERED RCE EXPIRES: 6-30-2013
AINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 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
MAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE A!0 SHALL TAKE REMEDIAL OF THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
UTILITY PIPE OR STRUCTURE WITHIN THE
IV ASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
LIMITS OF THIS PROJECT. IMPERVIOUS AREA
AINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED IMPERVIOUS AREA PRIOR
TO CONSTRUCTION: 0 SOFT
1 '. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM IMPERVIOUS AREA AFTER CONSTRUCTION: 4,483 SQFT
CONNECTION SHALL BE FIELD VERIFIED. AL. EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED INCREASE IN IMPERVIOUS
AREA: 4,483 SOFT
CORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 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 REPLACED: NA
NVIATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS IMPERVIOUS, NON-COMBUS IBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER
THE WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT.
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
ROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 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
MPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 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
ACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 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 v
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
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1 . CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
-
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
4. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER SERVICES. A S - l3 u I LT o_ a
SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
D ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR REQUIRED FOR THIS STRUCTURE.
CAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS
AND SAN DIEGUITO GAS AND ELECTRIC zz
VAULTS.
MOVED AND DISPOSED OF, THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN , , D-z G -/� m
CORDANCE WITH THE GRADING ORDINANCE. EARTHWORK DATA 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER
METERS MUST BE Jr�-w C� / F
STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2 H : 1 V IN FRONT OF PARCEL THEY ARE SERVING. T/MUT r-/Y D�ITE
Q F
1 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED;PILED RC.E. 7//f-,9 XO Co-30-/3
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MAXIMUM VERTICAL DEPTH OF CUT = 2.3' (2.3' FOR ARTIFICIAL FILL) O w
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT MAXIMUM VERTICAL DEPTH OF FILL= 2.7' 7. CALIFORNIA STATE LAW ASSEMBLY BILL
AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR 0 °
VE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE
WITH THIS LAW, THE DISTRICT SHALL a U) a
PROVAL OF LOCA i ON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY CUT = 98 C.Y. (98 C.Y. ARTIFICIAL FILL) REQUIRE ALL MATERIALS TO BE NO-LEAD
BRASS PARTS. BMP PROJECT STATUS W u°D
GINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. FILL = 98 C.Y. w -i
IMPORT = 0 C.Y. 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN REMEDIAL = 575 C.Y. (3' REMOVAL AND RECOMPACTION ENTIRE PAD) IN ACCORDANCE
WITH WC-17 OR WC-18. STANDARD z w
REST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY o
OPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE = a d
OTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN
DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
RAIDING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
Y TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
E TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE