2007-497 G (Plan) RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE E STORMWATER POLLUTION CONTROL BMP
NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES KEITH HARRISON AND SARA HARRISON
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 364 2ND STREET SUITE 6 A
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
. ENCINITAS, CA 92024 B S
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
PHONE: 760 - 436 -7171 C
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE o
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, SITE ADDRESS: � p
KNOW WHERE HIS /HER PROPERTY LINE IS. AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING STUCCO, PLASTER AND THE LIKE
INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. m N
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 681 2ND STREET n E
DRAINAGE NOTE: ENCINITAS, CA 92024 0 2
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS APN: 258- 162
-08 -00 n -5
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
Z
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A
STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT LEGAL DESCRIPTION: N y SITE
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS /PLATES. LOT 10, BLOCK 6, MAP 148
IN THE CITY OF t�*
UTILITY NOTE: DISPOSAL OF ANY SUCH MATERIAL. ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. B. NOTIFICATIONS CONSTRUCTION VEHICLES CALIFORNIA. OWNER'S
/ PERMITTEE STATEMENT MK m SANTA FE DR.
WORK TO BE DONE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN
SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES N
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.
ALL MAJOR REPAIRS SHALL BE MADE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES T �G
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF -SITE. t �
A. GENERAL THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY THESE PLANS. Q
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL IT IS FURTHER AGREED THAT
THE OWNER ( PEE) SHALL
SUCH
HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, O DR.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE T
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER
MATRIX. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR A. SEWERS - ESD - (760)- 633 -2770 SHOWN ON THESE
PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY VICINITY MAP
INSPECTION. B. GAS & ELECTRIC - SDGE - (760) -438 -6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WITHIN
60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT NTS
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 WET WEATHER. AND TO THE PURSUE SUCH WORK ACTIVELY ON
EVERY NORMAL
2. THE SOILS REPORT TITLED "LIMITED SITE INVESTIGATION PROPOSED D. TELEPHONE - SBC BELL - (760)- 489 -3411 DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR WORKING DAY UNTIL COMPLETED.
COMMERCIAL/ RESISDENTIAL BUILDING, 681 2ND STREET ENCINITAS, CA 92024" E. CABLE TV - COX COMMUNICATIONS- ( 760)- 806 -9809 X -2233
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK
FOR THIS PROPERTY PREPARED BY "EAST COUNTY SOIL CONSULTATION AND SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
ENGINEERING, INC." 10925 HARTLEY RD., SANTEE, CA , DATED FEB. 21, 2006, 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN / ,,t
.� f
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS BY: /_L _� DATE:�z1Ldl,
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS UNNECESSARILY; THEY HELP DECREASE EROSION. c KETTf HARRISON SARA
HARRISON
CONTAINED IN SAID REPORT. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED 364 2ND STREET, ENCINITAS, CA 92024
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
SOILS ENGINEER'S CERTIFICATE
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. D. EROSION CONTROL (SEE ALSO F. STORM WAT. POL. NOTES, THIS SHEET) PLANT PERMANENT VEGETATION
AS SOON AS POSSIBLE, `ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 1 MA_M AJ70U S_ bUIL_L D_ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEITH HARRISON AT. WATER USAGE FOR DUST
CONTROL SHALL BE MINIMIZED. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
GRADING. (760)- 436 -7171, 24 HOURS. SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
WAS MADE BY ME ON
ON -SITE CONSTRUCTION MATERIAL STORAGE UNDER MY DIRECTION ON AND FOR AN UPDATE ON aL21! . ONE COMPLETE
COPY OF THE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMEN ATIONS, HAS BEEN SUBMITTED TO THE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING TIMES DURING THE RAINY SEASON ( OCTOBER 1 TO APRIL 15 ) . ALL NECESSARY MATERIALS STORED
MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS O�ECT HAVE BEEN
INCORPORATED IN TH RADING PLANS NO SPECIFICATIONS. w .
EXISTING PRIOR TO GRADING. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE THEY WILL STAY DRY OUT OF THE
RAIN. CONTRACTOR SHALL « ',�,
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON- SITE. ►'' sy,
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SIGNED:_
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE -- - - - - -- - "? -'>
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND APPROVAL OF THE ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE RCE NO.:_ G t)fy07(
SURVEYOR. SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
•I¢ 3`'•y ,r:
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS.
STOCKPILES SHALL BE COVERED OR EXP. DATE: --- 3 e - o .
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING ___i
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY RAINFALL. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH
A TEMPORARY SEDIMENT BARRIER AROUND THE STATEMENT OF ENGINEER OF WORK
- - --
- -- ------ - - - - -- v
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING PERIMETER AT ALL TIMES. ; c
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND �L�
REGULATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAINING THE UNDERSIGNED ENGINEER
AGREES THAT THE WORK PERFORMED BY THEE GINEER SHALL COMPLY
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR WITH THE GENERALLY ACCEPTED STANDARDS
AND PRACTICES OF THE ENGINEER'S TRADE OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
HEREIN SHALL BE IN
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS
SHALL BE TRAINED TO BE ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT
ANY PLANCHECK OR
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A
PUBLIC ENTITY FOR THE PLANS
RECOGNIZED HOLIDAYS. HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING WASTE MANAGEMENT SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN
AND IT THEREFORE DOES NOT RELIEVE THE
9. NO GRADING O
HAS BEEN HELD PERAT WITH THE FOLLOWING PEOPLE PRESENT: CITY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND SHALL BE INCORPORATED HEREON. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION ENGINEER AGREES O INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE BODILY INJURY
ARISING SOLELY FROM THE
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGG INEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO
SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND WORK PERFORkAED BY THE ENGINEER.
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO EACH WORKING DAY WHEN THE FNE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. BY: DATE:
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL FORTY PERCENT (40%). SILT AND•`" "OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN _ _ _ __ ____ __________
---- - - - - --
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING RAINFALL. S HODZIC
TRASH MATERIAL. �`� %� •': ' ".
OPERATION. SAN DIEGUITO WATER DISTRICT NOTE SEID HODZIC
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 13910 OLIVE MESA CT.
r _
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN POWAY, CA 92064
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF
TELEPHONE N0. (858)- 382 - 1983
HAZARDOUS MATERIAL
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER NON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS
:;: \.
, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION RCE NO.: C68604
PERMIT NO. 497 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO
AT 760
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED ( ) 436 -4151. EXP. DATE: 9 -30 -09
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND EARTHWORK NOTE
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. THE SITE.
ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER FILL: 225 CY; CUT: 0 CY;
IMPORT: 225 CY SHEET INDEX:
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS PORTABLE
TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL BASEMENT EXCAVATION = 760 C.Y.
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS TOTAL EXPORT= 760 -225 = 535 C.Y. SHEETS 1 -4 GRADING PLAN
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND DISTRICT. SURFACES. IMPERVIOUS AREA: SHEETS
5 -6 SHORING PLAN Q
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQ FT
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY
CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 4445 SQ FT
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES
MUST INCREASE IN IMPERVIOUS AREA: 4445 SQ FT
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR MORE
INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT BUILDING FOOTPRINT: 2735 SQ FT
INTENDED USE. STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
(760) 633 -2770. HARDSCAPE: 1710 SQ FT ^0
EXPENSE. TOTAL: 4445 SQ FT g
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO ENVIRONMENTAL DATA r
OFESS /p
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET SEPARATION WHEN PARALLELING WATER 1)
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 6:1 UNDERGROUND SERVICE ALERT e �0 HLb�� u
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 0'
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT 3 . & �h Z
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT ) MAXIMUM VERTICAL DEPTH OF FILL = 16' SAN DIEGO GAS ELECTRIC
1 -800- 422 -4133 SEWER 1- 800 -422 -4133
AT &T TELEPHONE 1- 800 - 422 -4133 WATER 1- 800 -4.22 -4133 r
5. MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS 4) AVERAGE DEPTH OF CUT = 0'
8604
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. CAN 1- 800 - 422 -4133 S.D.C. WATER AUTHORITY 1- 858
- 522 -6600
AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 5) AVERAGE DEPTH OF FILL = 225 C.Y. /5020 S.F. x 27 = 1.2 FT
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 6:- "CAUTION" CALL TWO WORKING DAYS BEFORE YOU
DIG. REMEMBER THAT THE U.S.A. CENTER * g/
�L- L1W4fE'R�SERUI.CE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EARTHWORK: NOTIFIES ONLY THOSE UTILITIES BELONGING
TO THE CENTER. 9r F p V
�p \F 1 Z
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL TRAVELED WAYS_, WAl'ER. METERS U` -S - BE RONT OF PARCEL THEY ARE SERVING. CUT
= 0 C.Y. FILL = 225 C.Y.
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE IMPORT = 225 C.Y. THERE COULD BE OTHER UTILITIES
PRESENT AT THE WORK SITE. ! O
RFACE UPON WHICH THE FILL IS TO BE PLACED. IL7J Y Y Kl�✓ O THE CENTER WILL INFORM YOU OF WHOM THEY WILL NOTIFY.
CONTRACTOR FROM THE SU - 8
2 p BASEMENT EXCAVATION = 760 C.Y.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 7 "� I'� TOTAL EXPORT= 760 -225 = 535 C.Y.
y '
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTOR'S
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