2011-10853 G (Plans) RIGHT OF WAY NOTE: STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER NAME
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN DAKOTA LAND, LLC
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY CONCRETE WASHOUT: A
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT MR, STEVEN REEDER, MEMBER
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE.
NO WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, CARDIFF 313 B S
SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT CARDIFF, CA 92007 .
IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. GRADING, EXCAVATION OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST PHONE: 858-461 -4162 C S
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE A SIGN DESIGNATING THE WASHOUT LOCATION, ti
DRAINAGE NOTE: OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABLED SITE ADDRESS:
D S N
TO BE REMOVED, IT MUST BE PROTECTED 1N PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONSTRUCTION SITE ACCESS: cn
z
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. CONFLICT WITH A CITY TREE, IT MUST NOT BE DITURBED UNLESS THE PLAN IS REVISED
TO A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT 1255 SAN DIEGUITO ROAD n E 2 < n
o
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT ADDRESS THE TREE REMOVAL. TRACKING DIRT OFF SITE. THIS SHALL
INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL ENCINITAS, CA 92024 t� n � z I-5
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. PANELS/PLATES. APN: 258-342-17-00 y 3
EROSION CONTROL �= H Ln _
CONSTRUCTION VEHICLES:
UTILITY NOTE: 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVEN REEDER AT (858)-461-4162, LEGAL DESCRIPTION:
24 HOURS A DAY. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES. PARKING,
� �S m
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR
REPAIRS SHALL BE MADE OFF-SITE. LOT 20 IN BLOCK 'G' OF ENCINITAS HIGHLANDS, IN
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES THE COUNTY OF SAN DIEGO STATE
OF CALIFORNIA J SITE
WORK TO BE DONE EROSION CONTROL: r^ K N
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES.
SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED ACCORDING TO MAP THEREOF N0. 2141 , FILED IN THE
A. GENERAL STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND OFFICE OF THE COUNTY RECORDER OF SAN DIEGO SANTA FE Dg
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. COUNTY, DECEMBER 4, 1928.
COVER VEGETATION, AND BONDED FIBER MATRIX. Z �O�
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION THE ENGINEERING INSPECTOR. NO EXCAVATION AND GRADING ACTIVITIES ARE
ALLOWED DURING
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD`' WET WEATHER. O DR.
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY N
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
THE CONSTRUCTION SITE. CONTRACTOR SHALL
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OWNER/PERMITTEE STATEMENT
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL REPORT, PROPOSED REEDER 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES I (WE)HERBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
VICINITY MAP
FAMILY RESIDENCE, 1255 SAN DIEGUITO ROAD, APN 258-342-17, ENCINITAS, REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR TO
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISES
CALIFORNIA", FOR THIS PROPERTY PREPARED BY TECHNICAL FIELD SERVICES DATED UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THEY HELP DECREASE EROSION.
OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
MARCH 30, 2011, PROJECT#11 -4225 SHALL BE CONSIDERED AS A PART OF THIS AND STABILITY OF THE SITE.
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL SIGNATURE:------- -- ---------
CONDITION. GRASSES TO SHIELD AND BIND THE SOIL. DAKOTA LAND, LLC; STEVEN REEDER, MEMBER
3. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION
WITH IMPROVEMENT PLANS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE PLANT PERMANENT VEGETATION AS SOON
AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
INCORPORATED HEREON.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
GRADING. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SOILS ENGINEER'S CERTIFICATE
SLOPE AT THE CONCLUSION OF EACH WORK DAY. ON-SITE CONSTRUCTION MATERIAL STORAGE:
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL (,CHRISTOPHER A. PINNOW, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
OF EACH STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND
SHALL BE REPLACED OR REPAIRED TO CONDITION WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
OR UNDER MY
EXISTING PRIOR TO GRADING. (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY
INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE DIRECTION ON 3-30-11 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES STOCKPILES SHALL
BE COVERED OR PROTECTED WITH SOIL STABLIZATION MEASURES AND PROVIDED WITH A TEMPORARY FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A 1 . FOR STORMWATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM IMPERVIOUSE
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. INCLUDED IN THE SOILS REPORT FOR THIS PROJECT AVE BEEN INCORPORATED IN THE GRADING PLANS
REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR. SURFACESINCLUDING ROOF DRAINS, SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS' TRAINING:, AND SPECIFICATIONS.
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND M
AND/OR OR INTO THE PUBLIC S CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR SIGNED:___
DRAIN SYSTEM.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE --
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER( )S AND THE
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS RCE NO.:-C-62262
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORMWATER POLLUTION CONTROL SHALL
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. <<
3oALBLEIMPERIVIOUSEI AREAS WITHIN DRAIN TO APPROVED BMP IMP FACILITIES
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8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE ES WASTE MANAGEMENT: EXP. DATE:_9-30-11----------
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. / CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING
OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. dot t"q
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
JOB #:11-4225
/ DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE `'
' do Q�1LHA•,o�F�
FROM THE SITE. ALL IMPERVIOUSE AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP SYSTEM IS STRICTLY PROHIBITED
TECHNICAL FIELD SERVICES INC.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN FACILITY AND/OR THE TURF LANDSCAPED AREAS =
'¢ Plo.Ge?262 m
/ / 1199 TAMARACK AVENUE
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BEANS DIKES SHALL BE PLACED AROUND 113�t` d v Exlx«�I �O $'
SOILS ENGINEER, GRADING CONTRACTOR AND 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUSE / CARLSBAD,
CA 92008 r
'PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. (760) 434-2617
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES '
' CIVIV e��@
HOURS- IN ADVANCE BY CALLING (619) 633-2770. 5, DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. tIFOAtOF®
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND STATEMENT OF ENGINEER OF WORK
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND IT TO AN ADEQUATE IMP/BMP. CONCRETE, WOOD, AND CLEARED VEGETATION
CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE.
FOR INFORMATION ON DISPOSAL OF HAZARDOUS
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED
OR ALTERED MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND THE UNDERSIGNED ENGINEER AGREES THAT THE
WORK PERFORMED BY THE ENGINEER SHALL COMPLY
MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WITHOUT A PERMIT FROM THE CITY TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151 . WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR TO ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AN AS GRADED 7• THE INSTALLATION OF ADDITIONAL IMPERVIOUSE SURFACES NOT SHOWN ON THIS PLAN
MAY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER
AGREES THAT ANY PLANCHECK OR
/ REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPERATE ENGINEERING PERMIT BE OBTAINED SITE. REVIEW PERFORMED
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
CERTIFICATION SHALL. BE PROVIDED STATING: "THE GRADING UNDER PERMIT # 10853-G PREPARED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING 8. ALL EXISTING AND PROPOSED TRASH ENG_ "cS SHALL BE FITTED TO COMPLY WITH
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL SUFFICIENCY PLANS OR
PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE STORMWATER BMP REQUIREMENTS. THE ENCLOSURES 5i ,,%LL :-J'`!P AN IMPERVIOUSE,
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS S F I E ENCY OR ADEQUACY -0F THE DESIGN AND IT THEREFORE
DOES NOT RELIEVE THE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO LN L ; TIE ENCLOSURE.THE
SURFACES. ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
GRADING OPERATION. ENCLOSURE SHALL BE LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL ENGINEER AGREES
TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE RECEPTICLE AND PREVENT ANY ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE
STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR FLOW OF STORMWATER THROUGH THE ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
AGENTS OR EMPLOYEES
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT.
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL WORK PERFORMED BY THE ENGINEER.
/
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL SAN DIEGUITO WATER DISTRICT NOTES ; ENGINEERING DEPARTMENT,
CITY OF ENCINITAS AT (760) 633-2770.
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 1 . WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO NOTIFICATIONS
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
COMMITTEE 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE BY: ---------- --- -- -----_-FDAT�E7:7
---
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR (WASC). OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES CHRISTOPHER A. NNOW, P.E.
INTENDED USE. EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT TECHNICAL FIELD SERVICES INC. t
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE "` aK :R (�oFF ! ._
REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CHRISTOPHER A. PINNOW . .5 Quo®Q4lLR
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE /
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS
OF STRUCTURES PRIOR 1 199 TAMARACK AVENUE p a� g` �� 1;;
THIS PROJECT. TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: CARLSBAD
CA 92008 tr°° � � E Z 1
AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED PlaC82282 2 s,
A. SEWERS - ESD 760 633-2770 ' _� `q�3`�" Lu o m
AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES - ( )- TELEPHONE NO. (760)-434-2617
ac t� Exp: '
3. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, `� w A v
HAVE BEEN INSTALLED. B. GAS & ELECTRIC - SDGE - (760)-438--6200 RCE NO.: C62262 , �
LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR C. WATER - SAN DIEGUITO WATER DISTRICT-1 -800-227-2600
EXP. DATE: 9-30-11 ,'spy
PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE I
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS D. TELEPHONE - AT&T - (760}-489-3411 _ OFCgcyFo
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND UNLESS GIVEN WRITTEN PERMISSION CT SAN DIEGUITO WATER DISTRICT. E.
CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 EARTHWORK DATA
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 1) STEEPEST EXISTING NATURAL SLOPE
ON-SITE = N/A
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO
GRADE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS 2} MAXIMUM VERTICAL DEPTH OF CUT = 9'
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL O ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.)
WHICH PROJECT. PHONE: (760)-633-2770. 3) MAXIMUM VERTICAL DEPTH OF FILL = 1'
I
SCARIFIED T A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 90 IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
PERCENT. T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD,D, WATER SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET STANDARDS
THEY 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633-2770. ALL WORK CUT = 562 C.Y. ( BASEMENT EXCAVATION) FILL
= 25.5 C.Y.
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. PERFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND EXPORT = 562 C.Y.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE REMOVAL. REMEDIAL= 250 C.Y.(3'
REMOVAL AND RECOMPACT UNDER AND TO 5' OUTSIDE OF S.O.G. BUILDING LINES)
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 5. UTILITIES TO MAINTAIN MINIMUN 5-FEET SEPARATJ4QN WHEN PARALLELING WATER