2008-1015 SG (Plans) RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES
(PART A) RELATIVE TO CONSTRUCTION ACTIVITIES Owners Name Charles Michael Losek And
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND Jennifer Renee Lasek
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
Address : 3255 Fortuna Ranch Road
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 : (858) 759 -9492
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCFVATION OR EMBANKMENT SLOPES WHICH
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SITE ADDRESS:
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL PE REMOVED AND DISPOSED OF. THE TOE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
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. Project Address 3255 Fortuna Ranch Road
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. APN 264- 292 -
DRAINAGE NOTE: LEGAL DESCRIPTION:
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
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 LOT 67 OF CITY OF ENCINITAS TRACT N0. 4574 IN
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 THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS /PLATES. STATE OF CALIFORNIA, ACCORDING
TO MAP
UTILITY NOTE: DISPOSAL OF ANY SUCH MATERIAL.
THEREOF N0. 11809, FILED IN THE OFFICE OF TH
B. NOTIFICATIONS CONSTRUCTION VEHICLES COUNTY RECORDER OF SAN DIEGO, MAY 18, 1987,
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
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`
WORK TO BE DONE 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 OWNER'S CERTIFICATE `
A. GENERAL BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF -SITE. V
(WE) HEREBY CERTIFY THAT A REGISTERED SOILS
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL ENGINEER OR GEOLOGIST HAS BEEN
OR WILL BE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE TRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING RETAINED
TO SUPERVISE OVER ALL GRADING
THE WORK SITE. IT IS THE CON
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 ACTIVITY AND ADVISE ON THE COMPACTION AND
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO STABILITY OF THE SITE.
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
TO ANY EXCAVATION COMMENCEMENT OF WORK: , FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF l
6�1
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR DATE:-___
A. SEWERS - CSD - (760)- 633 -2770 -- -- - - - ` %j - - - -�
INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING /
B. GAS & ELECTRIC - SDGE - (760) -438 -6200 WET WEATHER.
2. THE SOILS REPORT TITLED "GEOTECHNICAL ENGINEERING INVESTIGATION C. WATER - SAN DIEGUITO WATER DISTRICT -1 - 800 - 227 -2600
SIGNATURE:___L�r� VICINITY MAP
PROPOSED SKATE POOL 3255 FORTUNA RANC,�I ROAD ENCINITAS. CALIFORNIA" D. TELEPHONE - SBC BELL - (760)- 489 -3411 DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR Charles Michael Lasek Or Jennifer Renee Lasek
PREPARED BY SALEM ENGINEEING GROUP. INC. DATED 07- 24 -08 PROJECT# E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 SHALL PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. NOT TO SCALE
3RADING SHALL DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 552 SHALL CONSIDERED AS A PART OF THIS GRADING PLAN, ALL
GRADING 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
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
SPECIFICATIONS CONTAINED IN SAID REPORT. SOILS ENGINEER'S CERTIFICATE
UNNECESSARILY; THEY HELP DECREASE EROSION.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
I, CLARENCE T. JIANG A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN (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 BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE
PREVENTED BY PLANTING FAST - GROWING ANNUAL AND THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
07/24/08. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
L SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE D. EROSION CONTRO (SEE REVIEWED THESE GRADING PLANS AND
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
GRADING. REPORT FOR THIS PROJECT H BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSE R. GARCIA AT (909) WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 418 -7029, 24 HOURS. SIGNED:-- .CG2 ✓L" - --------
- - - - -- rl_2.9-008
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING ON -SITE CONSTRUCTION MATERIAL STORAGE
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
RGE NO.: 2477
EXISTING PRIOR TO GRADING. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED MATERIALS SHALL BE CONTAINED
IN A SECURE PLACE TO PREVENT
SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL EXP. DATE: 06/30/2009
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
JOB #:3- 208 -0552
SURVEYOR. APPROVAL OF THE ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES
MAY INCLUDE SALSA) QIONav" W40uP, M1c.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM 11650 MISSION PARK DRIVE, SUITE 105 RANCHO CUCAMONGA, CA. 91730
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR Phone# (909) 980 -6455
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS RAINFALL. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH
A TEMPORARY SEDIMENT BARRIER AROUND THE
AND REGULATIONS. PERIMETER AT ALL TIMES.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAINING STATEMENT OF ENGINEER OF WORK
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE
RECOGNIZED HOLIDAYS. 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 WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION.
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 THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
HAS BEEN HELD OPERATIONS
WITH THE FOLLOWING PEOPLE PRESENT: CITY ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHEOK
OR REVIEW
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE MANAGEMENT
PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT SHALL BE INCORPORATED HEREON. BY THE ENGINEER
IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION OR ADEQUACY OF THE PLANS
OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN
CARRY THEM INTO RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE TO INDEMNIFY AND HOLD HARMLESS THE
CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. FROM
PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS
OR EMPLOYEES ACTING WITHIN THE COURSE AND
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 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 SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK
PERFORMED BY THE
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS TO
DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER.
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 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
HAULING OPERATION. RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY
TRASH MATERIAL.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT SAN DIEGUITO WATER DISTRICT NOTE �; BY:
DATE:
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT -- - ---- - - -
- --
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND Kevin J. Richer
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER 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
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
PERMIT NO. -SQ HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE
LAND DEVWIPA11111W DOW CONIMTION
HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 2313 E. PHILADELPHIA ST. STS. F ONTARIO, CA. 91761
LIMITS OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. MW AS- GRADED
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND PHONE# (909) 930 -1466 SIGNATURE OF THE CIVIL ENGINEER WHO
CERTIFIES SUCH GRADING OPERATION. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE R.C.E. 43714
F
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND
2. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS CROSSINGS, LAE PARALLEUNG OR PROPOSED CONNECT,0N SHALL BE FIELD VERIFIED. THE
SITE. Expires 3/31/09 1 1 ac y t yam`.
ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED 1
y No .3714
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE 1R
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL C I:nJf w
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND °; LI EX,. !1
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY
FROM STORMDRAIN INLETS ON PERVIOUS ' /3 / �,r!
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED WATER DISTRICT. SURFACES.
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/ ADJUST TO
1
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS / ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET,
GUTTER, AND STORMDRAIN. CONTRACTOR MUST
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 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 $'
INTENDED USE. ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES 3i
MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL
MEASURES AND REQUIREMENTS PLEASE CONTACT
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE THE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. I MPERVIOUS AREA:
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL OWNER'S EXPENSE. TOTAL LOT AREA: 87,132
SQ FT U.
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ENVIRONMENTAL DATA IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
14,400 SQ FT
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER
1) STEEPEST EXISTING NNATURAL SLOPE ON -SITE = 4:1 IMPERVIOUS AREA AFTER CONSTRUCTION: 18,311 SQ FT
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 13' -6"
INCREASE IN IMPERVIOUS AREA: 3,911 SQ FT _
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3) MAXIMUM VERTICAL DEPTH OF FILL = 6' -0"
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS I
4) AVERAGE DEPTH OF CUT = 650 C.Y. /2531 S.F. x 27 = 6.93 FT °
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 5) AVERAGE DEPTH OF FILL
= 300 C.Y. /2700 S.F. x 27 = 3 FT
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EARTHWORK:
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING BMP Project Status:
.
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. CUT = 650 C.Y. FILL = 300 C.Y.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM IMPORT = _0_ C.Y. EXPORT = 350 CY
4 +•
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF REMEDIAL = ____ C.Y. (__' REMOVAL AND RECOMPACT UNDER AND
OUTSIDE OF PAVED AREAS) STANDARDM
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL M
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND p� ' N
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. AS SU�LT5 PLANNING & BUILDING PERMITS
DR /CDP PERMIT NO.
8 SPECIAL USE PERMIT N0. N/A
J:I^ O 0 TENTATNE MAP NO. N/A
R 40 sw[P. &-01- 48 BY: DATE:
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING NO.
A S but I- 5 DESCRIPTION: rMx I II O.CM7s -aaso. PLANS PREPARED UNDER m SUPERVISIO RECOMMEND D
J APP OVED GRADING PLAN FOR: 3255 FORTUNA RANCH ROAD 1015 -SG
N r ar �r�arwi
LOCATION: HORIZONTAL SHOWN DATE 8Y: BY: BUCKY LASEK
Son" 'n R.C.E. NO.: 43714 APN # 264 - 292 -34
RECORD FROM: comy ar VERTICAL AS S HOWN KEVIN J. RICHER
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