2009-10046 SG (Plans) OWNER NAME: P RANCN
RIGHT OF WAY NOTE: 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE STORMWATER POLLUTION CONTROL BMP
NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND RICHARD AND MARY ALLGIRE FOR
ROP
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE CONCRETE
WASHOUT 3363 WILDFLOWER VALLEY DRIVE,
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL
BE ENCINITAS, CA 92024
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE (760) 801 -5103 BUMANN
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, 943'± ROAD
KNOW WHERE HIS /HER PROPERTY LINE IS. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER STUCCO, PLASTER AND
THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SITE ADDRESS:
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
pG N WILDFLOWER
DRAINAGE NOTE: 3363 WILDFLOWER VALLEY DRIVE, �'9.y � ANCy 0 VALLEY
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE CONSTRUCTION SITE ACCESS ENCINITAS, CA
92024 �'y 2 DRIVE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
F p O o DRIVEL (PRIVATE)
APN: 264 - 091 -85 O `�y DRIVE PRRIVIV ATE)
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE A
STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT y y
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. S I T E
O 7 r
ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES LEGAL DESCRIPTION:
UTILITY NOTE: WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE PARCEL 2 OF PM 18642
TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING EN
CONSTRUCTION VEHICLES of C/NI7'AS
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. ORDINANCE. E( CAM/ � OF
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES NO DEL e,4
SAN DIEGO
WORK TO BE DONE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE PARKING, VEHICLE REFUELING, AND ROUTINE
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OWNE PERMITEE STATEMENT NORrE
COLLEC TED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO OFF -SITE. IT IS AGREED THAT FIELD
CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. VICINITY MAP
A. GENERAL AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED O
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE EROSION
CONTROL NTS
S IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN DISPOSAL OF ANY SUCH MATERIAL.
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE SUCH CHANGES, ALTERATIONS
OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES
SUCH AS EROSION CONTROL MATS, DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM B. NOTIFICATIONS ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER
MATRIX.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR I FURTHER AGREE TO COMMENCE WORK ON ANY
IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
INSPECTION. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED
DURING
EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND
2. THE FOLLOWING SOILS REPORTS PREPARED BY TERRA TECHNOLOGY SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO WET WEATHER.
TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED IRRESPECTIVE
PROJECT #TE -2112 SHALL BE CONSIDERED THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON AND INDEPEND
NT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJ CT OR UNDER MY CONTROL.
ENGINEERING INC. DATED 05/14/08,
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
THE CONSTRUCTION SITE. CONTRACTOR I'ZZ�O
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. �j'1�/y�"`` `"UU
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
BY:_ -_- _!!
0 1, 1 1 4
ACCORDANCE DATE:---_ ?� /��_
SAID REPORT. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
_
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR RICHARD W. AND MARY A. ALLGIRE
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND
COVER. DO NOT REMOVE TREES OR SHRUBS 3363 WILDFLOWER VALLEY DRIVE
"UPDATE LETTER, GRADING AND FOUNDATION RECOMMENDATIONS AND COMMENCEMENT OF WORK: UNNECESSARILY; THEY HELP DECREASE EROSION.
ENCINITAS, CA 92024
RETAINING WALL DESIGN CRITERIA, PROPOSED GUESTHOUSE, LOT NO. D -2 A. SEWERS - CSD - (760) -633 -2770 (760) 801 -5103
OF WILDFLOWER ESTATES, WILDFLOWER VALLEY DRIVE, ENCINITAS, TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS
NOT IMMEDIATELY PLANNED
CALIFORNIA." B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING
FAST - GROWING ANNUAL AND SOILS ENGINEER'S CERTIFICATE
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT -(760) 753 -6466 PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
"LATERAL SEISMIC THRUST FOR RETAINING WALLS AND UPDATED D. TELEPHONE - SBC BELL - (760)- 489 -3411 1, ®4 LE_ A REGISTERED
CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
FOUNDATION SEISMIC SOIL DESIGN PARAMETERS, PROPOSED GUESTHOUSE E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 PLANT PERMANENT VEGETATION
AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
THAT A
AND DETACHED WINE CELLAR, LOT NO. D -2 OF WILDFLOWER ESTATES, SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY ME OR
ENCINITAS, CALIFORNIA." 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO WATER USAGE FOR DUST CONTROL SHALL BE
MINIMIZED. UNDER MY DIRECTION ON 05418 AND FOR AN UPDATE ON 05/14/08. ONE COMPLETE COPY OF
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, ON -SITE CONSTRUCTION MATERIAL STORAGE THE OFFICE OF THE
CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
CERTIFY THAT THE RECOMMENDATIONS INCLUD SOILS REPORT FOR THIS PROJECT HAVE BEEN
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE STORED
MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT INCORPORATED IN THE GRADING PLANS AN
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SUBJECT TO REJECTION AND SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
REMOVAL. SIGNED:____
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. q
GRADING. D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) RCE NO.: ---- I_U � ____- - -_
-__ _ C19393 m
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE Exp.����
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICHARD ALLGIRE AT (760)
EXP. DATE: --------
_ -�D -O
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 801 -5103, 24 HOURS. SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM JOB :TE -2112 `, C1 V 1\ ', `!
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CONCENTRATED STOR IL STA ZATION MEASURES FLOWS AND PROVIDED INLETS.
STOCKPILES SHALL BE COVERED OR # OFCAI '
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH
A TEMPORARY SEDIMENT BARRIER AROUND THE
EXISTING PRIOR TO GRADING. PERIMETER AT ALL TIMES. TERRA TECHNOLOGY ENGINEERING, INC
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS P.O. BOX 301061, ESCONDIDO, CA 92030
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO TRAINING
(760) 740 -0826
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
L0
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS
SHALL BE TRAINED TO BE N
SURVEYOR. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION
CONTROL REQUIREMENTS. THESE BMP NOTES SHALL STATEMENT OF ENGINEER OF WORK
APPROVAL OF THE ENGINEERING INSPECTOR. LI)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)
AND THE PRIME CONTRACTOR MUST THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY L17
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING INFORM
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
REGULATIONS. RAINFALL. WASTE MANAGEMENT ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
ENCINITAS, TO THE EXTENT
THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR L()
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY CONTRACTOR
SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS r-1
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS
OF THE TECHNICAL
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE 00-S
RECOGNIZED HOLIDAYS. ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
THE 0
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BEANS /DIKES SHALL BE PLACED AROUND ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, (O
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE r�l
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY HAZARDOUS CONDITION. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER
TO AVOID RAIN CONTACT WITH ANY ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN TRASH
MATERIAL. WORK PERFORMED BY THE ENGINEER.
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. SHALL BE INCORPORATED HEREON. Z
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT _
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN BY: - -__ DATE: - I�7�OLt -_
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. TO AN APPROPRIATE LANDFILL
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF -- - - - -- 1
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT
(800) 714 -1195. FOR INFORMATION A.S. AGUILAR a
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF ON LANDFILLS
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. ppQROIESS /Cwt
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
SAN DIEGUITO ENGINEERING, INC. �<.`� �V <"
HNA LINNG OPERATION. FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES.
PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND 4407 MANCHESTER AVE., SUITE 105, ENCINITAS, CA 92008 (J
RAINFALL. THE SITE. (760) 753 -5525 = ND. 61156 A Z
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT RCE: 61158 ` �
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
SHALL Expires: 6 -30 -09 ul 6 "�
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND <
P
GENERAL POTABLE WATER SYSTEM NOTES PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
y�
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS
l F 1 V 1 F C,7
PERMIT NO.10046 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE SURFACES. OF �p1� Z
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SEE SHEET 2 OF 3 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE
STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED
AWAY FROM CONSTRUCTION SITE [if
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. Li.l
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT Ld
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. IMPERVIOUS AREA �-' - z
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND ENVIRONMENTAL DATA IMP
HE AREA PRIOR TO CONSTRUCTION: 0 SQ FT 0
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.3 : 1 IMPERVIOUS
AREA AFTER CONSTRUCTION: +4B SQ FT * 2,165 z
AND WILL DETERMINE THE SUITABILITY ANY FILL MATERIAL. UPON 2) MAXIMUM VERTICAL DEPTH OF CUT = 4' INCREASE
IN IMPERVIOUS AREA: H�3 - -SQ FT* 2,1f5 W
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS *CALCULATIONS BASE ON RELATIVE AREA NOT
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS 3) MAXIMUM VERTICAL DEPTH OF FILL = 2 BMP
Project Status: ENTIRE SITE.
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 4) AVERAGE DEPTH OF CUT = 120 C.Y./2,296 S.F. x 27 = 1.4
FT 0
INTENDED USE. 5) AVERAGE DEPTH OF FILL = 70 C.Y./1,509 S.F. x 27 = 1.2 FT STANDARD �
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EARTHWORK:
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CUT = 120 C.Y. FILL = 70 C.Y.
0
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR IMPORT = 50 C.Y. LLJ
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT THE QUANTITIES LISTED ON PLANS ARE ESTIMATED FOR BONDING
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. QUANTITIES AS A PART OF HIS BID. PLANNING & BUILDING
ENCINITAS FIRE PROTECTION DIST. PERMITS
AS F3UILT" z
DR /CDP PERMIT N0. N/A Q
6Y: '�; +�°��I � /,7 SPECIAL USE PERMIT N0. N/A w
✓Otn.� ( / i .." �y • r�q TENTATIVE MAP NO. 00 -186
RcE to 1158 PXp (0630 /j 1 BY: DATE: DATE: :Z/6 /0 z
REVISIONS APPROVED DATE REFERENCES DATE BENCH
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