2007-556 G (Plans) 1
R0ff OF MAY NOTE EFWENl CONTROL STMMTER 1001 LUTMN (x1 RL EP NOTES RELATIVE TO Ca)STRETION ACTZVr= C17NT... SAN DER= MATER DISTRICT MTTES COW..
AP.N_, SITE ADDFEW
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICH GUSTAFSON AT (619) 396-1542, EROSION CONTROL
CONT... 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER LOT 9, BLOCK A, SOUTH COAST PARK 256-053-12 135 DAPHNE STREET
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL 24 HOURS A DAY. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES ETC.) THAT ARE EFFECTED BY THEIR NO..$ MAP NO. 1935, IN THE CITY OF LEUCADIA, CA 92024
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
PROJECT. ENCINITAS COUNTY OF SAN DIEGO,
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL BY PLANTING FAST-GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE STATE O CALIFORNIA REC. AUGUST 17, afavPSwuTEE
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SOIL. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT
ANY ASBESTOS WATER PIPES 1926 CITYMARK DAPHNE, LLC
SE
ag4D NOTE SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER
ACCEPTABLE BY THE SAN A CALIFORNIA LIMITED LIABILITY COMPANY
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. PLANT PERMANENT VEGETATION
AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING DIEGO COUNTY WASTE DIVISION.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL ACTIVITIES ARE
COMPLETE. HPDES STATEMENT/ SPECIAL NOTE
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH
OF THE ENGINEERING INSPECTOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS
IN BOTH WDID N0: I 377635R,533
UTILITY NOTE HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WOWING ORDER TO ON-SITE CONSTRUCTION MATERIAL
STORAGE INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
COUPLINGS. USE 9.5-FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99-08-DWG (N.P.D.E.S. GERNERAL PERMIT
GENERAL NOTES SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT RADII BETWEEN 140 FEET TO 270 FEET. USE 19-FOOT
PLAIN END PIPE LENGTHS WITH NO. CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL DEFECTION
COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR STORED ON-SITE. BELL
END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH TO A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FORM A CHORD. USE DEFLECTION
COUPLINGS ON EACH END OF THE CHORD AND CONTINUE SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. THIS
COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) WILL BE FILED
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO STOCKPILES
MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, 1150 FEET. PIPE LENGTHS SHORTER THAN 9-FEET WILL NOT BE USED UNLESS WITH THE SWRCB. A COPY OF THIS PROJECT
SHALL BE FILED WITH CITY OF ENCINITAS
TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER FLOWS AND SPECIFICALLY AUTHORIZED BY DISTRICTS FEPFESENTATIVE. WHEN RECEIVED: FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWINF THE
STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED
WITH THE CITY OF ENCINITAS WHEN
2. THE SOILS REPORT TITLED 'REPORT OF GEOTECHNICAL INVESTIGATION, DAPHNE MEADOWS - 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 22. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT ND-LEAD BRASS RECEIVED.
10 LOT RESIDENTIAL SUBDIVISION" PREPARED BY GEOTECHMNICS INCORPORATED, DATED INCORPORATED HEREON. THE PERIMETER AT ALL TIMES. BE USED IN THE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT
AUGUST 1, 2005 AND "UPDATED GEOTECHNICAL RECOMMENDATIONS: DAPHNE MEADOWS 10 LOT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT
SHALL REQUIRE ALL IN ADDITION THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE ON
RESIDENTIAL SUBDIVISION LEUCADIA, CALIFORNIA", DATED AUGUST 4, 2010. ALL GRADING B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF TRAINING
MATERIALS TO BE NO-LEAD BRASS PARTS. PROPERTY COVERED BY THIS GRADING PERMIT NO. 566-G, AND BY SWRCB ORDER NO. 99- zIQ
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONTRACTORS' EMPLOYEES WHO PERFORM
CONSTRUCTION IN THE CITY OF ENCINITAS SHALL OB-DWG, AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL
IN SAID REPORT. BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL 23. ALL COPPER TUBING USED FOR AIR RELEASES,
BLOW OFFS AND SERVICES SHALL BE PROVISION AS SET FORTH IN SECTION C.7 OF SWRC8 ORDER NO. 99-08-DWG. --�
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH REQUIREMENTS.
THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT ITHI PUBLIC PLANS. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE PROPERTY
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT LAND APD6 IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH AND
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 1. ALL SLOPES SHALL
BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED IMPLEMENT REQUIREMENTS OUTLINE WITHIN THE CALIFORNIA COASTAL COMMISSION
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. WASTE MANAGEMENT�p/
STOFIIMATE]a POLLUTION Cpyipa POST ( 7gjpy pp (pTES BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
COASTAL PERMIT NO. 00-251
ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
UNUSED
1. FOR STORM WATER POLLUTION CONTROL PURIPOSES ALL RUNOFF FROM ALL IMPERVIOUS _
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
DATE:
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
PRIOR TO BY:
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER �R
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DRAIN SYSTEM. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES
1 AND APRIL 15. CITYMARK DAPHNE LLC
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. A
CALIFORNIA LIMITED LIABILITY COMPANY CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN m
VICNITY MAP BY: RICH GUSTAFSON
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES 5
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
�� 5 NTS O11NER5 L9aTffICIl1E
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP WITH ANY TRASH
MATERIAL. m IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR a
AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS.
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE BMP/IMP FACILITY ANDIOR THE TURF/LANDSCAPED AREAS. MANY CONSTRUCTION MATERIALS INCLUDING
SOLVENTS, WATER BASED PAINTS VEHICLE IA NO IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) STALL HAVE A REGISTERED CIVIL
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
__ ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
7.30 A.M. NOT ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO MAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS RECYCLED. NON-RECYCLABLE
MATERIALS MUST N TAKEN TO AN APPROPRIATE LANDFILL
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. OR DISPOSED O AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
-
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.' CITY INSPECTOR INFORMATION ON LANDFILLS AND TO ORDER DU PSTERS CALL EDCO AT (760) 436-4151. SITE
CIVIL 5. DRIVEWAYS STALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR
ENGINEER, SOILS ENGINEER GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY DISCHARGE IT TO AN ADEQUATE IMP/BMP. POLLUTANTS STALL BE KEPT OFF EXPOSED SURFACES.
PLACE TRASH CANS AND RECYCLING - i WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
CALLING (760) 633-2770. RECEPTACLES AROUND THE SITE. y_ zrn COMPACTION AND STABILITY OF THE SITE.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
A PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR -
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE ALTERED WITHOUT A PERMIT FROM THE CITY. LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
AND LOCATE PORTABLE
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN -- - O
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND - - �- CITYMARK DAPHNE LLC DATE
WITH REGARDS TO THE HAULING OPERATION. OBTAINED. - �- ENCINITAS A CALIFORNIA LIMITED LIABILITY COMPANY
\
STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY - - - BY RICH GUSTAFSON
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO 8. ALL EXISTING AND RROPOSEO TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH HAVE TRAVELED
AWAY FROM CONSTRUCTION SITE. - - - -
FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN 'AS GRADED STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL �
CERTIFICATION" SHALL BE PROVIDED STATING. "THE GRADING UNDER PERMIT NO. 556-G FOR MOE INFORMATION ON STORMWATER POLLUTION CONTROL MEASLRES AND
HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO / DEER S CERTIFICATE
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOOKED WHEN NOT IN REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS ATJ (N/A)
OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED (760) 633-2770. Th o w as CaV.ad _ A REGISTERED
CIVIL ENGINEER IN THE STATE O
USE. A BERM SHALL BE INSTALLED AT ALC'OPENINGS TO HOLD IN ANY LIQUIDS THAT I, _________
BY THE DATE AND SIGNATURE O THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ESCAPE FROM THE DUMPSTER AND TO PREVENT`ANY FLOW OF STOM WATER THROUGH THE SAN DIEGUITO MATER
DISTRICT NOTES INSTALL 8" PVC WATER MAIN (CL-150) -WW° CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
OPERATION. TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW MECHANICS HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOIL
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO 3 INSTALL 8" PVC SEWER MAIN PER LWD 5-11 & 5-12 �5�5°
ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR CONDITIONS PREVALENT WITHIN TH S RTE WAS MADE
BY ME OR LAUER MY
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR THE STANDARD SPECIFICATIONS O= THE SAN DIEGUITO WATER DISTRICT (WASC). THE
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE DIRECTION BETWEEN THE DATES 1 8_v S_ AND _B✓!��S .
ONE COMPLETE
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT SUBMIT SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON FILTER AND CONTRACTOR
SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR 0 INSTALL TYPE A CLEANOUT PER SDRSD D-9 � COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
COMPACTION O FILLS AND BACKFILLS AND COMPACTION O TRENCHES. HE STALL SUMMIT DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM AFTER THE DATE
OF ACCEPTANCE.
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. R
ECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE O THE CITY
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY 5 INSTALL
TYPE B INLET PER SDRSO D-2 ENGINEER, WED THESE I
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN THE CONTRACTOR UNDER THE SUPERVISION OF THE SAN DEGUITO WATER DISTRICT, AFTER
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED EWDVMENTAL N01Ee PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. REC
OMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
USE. 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50% 6O PROPOSED 4" SEWER LATERAL PER LWD 5-17 S BEEN INCORPORATED
IN THE GRADING PLANS AND SPECIFICATIONS.
(EXCLUDING ANY EXISTING MAN MADE SLOPES). 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP O ® O SIGNED
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINIS-1 GRADE OF STREET. 7 PROPOSED
1" WATER SERVICE W/ DUAL METER W C G POSITIVE DRAINAGE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER PER
WAS WS-09, WC-17 ------�--- "
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 6 FT AND THE MAXIMUM
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL VERTICAL HEIGHT OF FILL IS 6 FT 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
8O INSTALL B" GATE VALVE PER WAS WV-01 -�- RCE �•: ___S° ° S�________________
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH '---- 8-
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. _ = 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR
EACH 6 o II
3. A.) AVERAGE DEPTH - VOLUME O CUT (C.F.) 6.0' RESIDENTIAL LOT. O INSTALL 2" B.O. -G EXP. DATE'_____3_1________________
OF CUT AREA OF CUT (S.F.) a. Of L•"Tt?� cIl oaf',
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE �? t- <
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION
OF 10 INSTALL 2" M.A.R. 9245 ACTIVITY ROAD, STE. 103 UJ3a/n 3
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE B•) AVERAGE DEPTH = VOLUME OF FILL (C.FJ = 3.7' SAFETY FOR ALL TRENCH WORK.
SAN DIEGO, CA 92126
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE OF FILL AREA OF FILL (S.F.) 11 (N/A)
CII
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS OR
7 PROJECT NO. 0917-002-00 fi
DAT
THEN COMPACTED TO A MINIMUM
TO A DEPTH OF 12 INCHES A OF 90 PERCENT. IT SHALL EA FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE CONSTRUCTED. Q (N/A) DOCUMENT N0.
05-0755
ND - FTTFAr��! A: (858) 536-1000
BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL 1,010 CUBIC YARDS REMEDIAL B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS
IN WATER MAIN. 1 INSTALL SEWER MANHOLE PER LWD S-3
IN STRICT ACCORDANCE WITH SPECIFICATIONS. ® STATEMW CF ENGDEM CF MDAK
15. CUT AND FILL SLOPES STALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 1,010 CUBIC YARDS EXCAVATION (CUT) 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS
FROM THE CITY OF ENCINITAS FOR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 4,000 CUBIC YARDS EMBANKMENT (FILL) ANY EXCAVATION WITHIN EXISTING CITY RIGHTS-OF-WAY.
INSTALL PCC DRIVEWAY APRON SDRSD G-14 ,,, SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER 2990 CUBIC YARDS IMPORT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN
WHERE WATER LINES ARE PROPERTY BOUNDARY ENGINEEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY, CITY O- ENCINITAS TER LINES WAY,
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLTMES OR ANY PROPOSED
SETBACKS _ _ _ _ _ REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL OVEREXCAVATION IF REQUIRED BY SITE CONDITIONS PRIVATE EASEMENTS AND THE RESULTS APPROVED
BY THE CITY OF ENCINITAS BEFORE THE REVIEW PERFFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. WATER LIMES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER DISTRICT PROPOSED
CONTOURS 255 FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO OFFICE- ® -
--- --
EXISTING CONTOURS -- 2155- ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN
°
16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, COMMENCEMENT OF WORK. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL
ADVISE PROSPECTIVE AND IT THEREFORE DO=S NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARDS COMMITTEES EXISTING
EASEMENT - OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (WASC) SPECIFICATIONS.
PROPOSED BUILDING FOOTPRINT AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO F
ROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SHRINKAGE OR SWELL FACTORS). 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION