2010-10425 SG (Plans) MORRISON FAMILY TRUST
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 409 BRIDOON TERRACE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ENCINITAS CA. 92024 z
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
z
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
760-438-9311 w
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 SITE ADDRESS: J
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, Q Q SITE \
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. 409 BRIDOON TERRACE U
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION, 264-391-23-00
DRAINAGE NOTE: O
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
N;
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 O�
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. LEGAL DESCRIPTION:
UTILITY NOTE: DISPOSAL OF ANY SUCH MATERIAL. LOT 35 MAP 12780 TCT # 4400
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
B. NOTIFICATIONS CONSTRUCTION VEHICLES -- '-----------------------
WORM 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 LATIGO ROW WILLIAMSTR
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL
MAJOR REPAIRS SHALL BE -MADE
A. GENERAL THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE. I 00
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY OWNER'S CERTIFICATE (0�9
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL
BE OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
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, OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION w
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER
MATRIX. AND STABILITY OF THE SITE. z
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR O
INSPECTION. A, SEWERS - CSD - (760)-633-2770
B. GAS & ELECTRIC - SDGE - (760)-438-6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING DATE:--- 5C49}-14
0__________________
2. THE SOILS REPORT TITLED "PROPOSED RETAINING WALLS & SWIMMING POOL,
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT- (760)-753-6466 WET WEATHER. DOVE HOLLOW RD
ELL BC TELEPHONE TE - S B - 760 489-341 1
409 BRIDOON TERRACE, CITY OF ENCINITAS, CALIFORNIA" PREPARED BY D. ( )- DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
THE CONSTRUCTION SITE. CONTRACTOR
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DATED E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 SHALL PROTECT CHANNELS AGAINST EROSION
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SIGNATU ate_ ______________________
_1_0/30/09 __, PROJECT#09_'L14ff3_ SHALL JA S M. MORRISON NICHOLE M. MORRISON VIC 'Y
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO �S
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED IN
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS 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 SOILS ENGINEER'S CERTIFICATE
CONTAINED IN SAID REPORT. UNNECESSARILY; THEY HELP DECREASE EROSION.
3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: MAMADOU SALIOU DIALED
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 I'-------U SALT U DIAL - A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA,
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 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SAMPLING
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. UNDER MY DIRECTION ON 10/30ML AND FOR AN UPDATE ON _ ONE
COMPLETE COPY OF
D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADI G ACTIVITIES ARE COMPLETE. THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. THE OFFICE OF THE CITY ENGINEER. FURTHERMORE,
I HAVE REVIEWED THESE GRADING PLANS AND
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG WETLAND AT ( 619) WATER USAGE
FOR DUST CONTROL SHALL BE MINIMIZED. CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 588- 6463, 24 HOURS. INCORPORATED IN THE GRADING PLAN
AND SPECIFICATIONS.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION ON-SITE CONSTRUCTION MATERIAL STORAGE p ��
1 !_ -�• -__
EXISTING PRIOR TO GRADING. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL SIGNED:_waT"
"• �'� ���ddd..��� --------- �4
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO
PREVENT 54071 Y
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SHALL BE STOCKPILED ON SITE ON OCTOBER 1 . AT CONVENIENT LOCATIONS TO SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS RCE NO.:___________ GE 2704 ____________________
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. EXP.
DATE:__ t�_ b�_ aou ____________________
n No. GE 27C. �
SURVEYOR. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE a O
APPROVAL OF THE ENGINEERING INSPECTOR. JOB #: PROJ. # 09-1148D3 Exp: iz-at
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
STOCKPILES MAY INCLUDE C
EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC.
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 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 t``prF Jwj
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 CONCENTRATED
TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR 10925 HARTLEY RD. STET' 9��oFCAL%FpP�
REGULATIONS. RAINFALL. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE SANTEE, CA. 92071
PERIMETER AT ALL TIMES. ,t y
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 6
19-258-7901
TRAINING STATEMENT OF ENGINEER OF WORD
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
RECOGNIZED HOLIDAYS. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
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
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING 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 PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
SHALL BE IN
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND THAT THE ENGINEER CONTROLS SUCH PERFORMANCE.
THE ENGINEER AGREES THAT ANY PLANCHECK OR
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE
MANAGEMENT REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. SHALL BE INCORPORATED HEREON. PREPARED BY THE ENGINEER IS
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION SUFFICIENCY OR ADEQUACY OF
THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 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 ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON, THE
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE
OR BODILY INJURY ARISING SOLELY FROM THE
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 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 NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 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. ACTING W HIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE
HAULING OPERATION. 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 WORK ;PFOR ED BY THE ENGINE RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED
WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY BY. DATE: 11/18/2009
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT TRASH MATERIAL.
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND SAN DIEGUITO WATER DISTRICT NOTES: - _---`----
--------- _---------
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT AJ ASGHARZAD H
PERMIT NO.M425=SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE 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
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 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 IRAJ ASGHARZADEH c . �FESS�0
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS
HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION QftOFES < ..
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO
AT 760 436-4151 , 1 3661 ESSENCE ROAD �O GHAT' PSGHq
SAN DIEGO, CALIF. 92128
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. POLLUTANTS
SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND (858) 45 1 - 1 613
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE THE SITE.
ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER w Ex/. 6�30�1 L No. ^'
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND RCE No . 36089 � r ' � 36089
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 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 N0. 36089 Exp. os/3o/�f1� }
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS EX J' °� J
DISTRICT. p O6/J�O/ O l �)V� \ C/
ANDTESTSNWERE OPERATIONS HE
HASLSUPERV�HON ANDETHATOINSHIS SURFACES. I qlF �� Cp�\�04' 9TF
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 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
INTENDED USE. 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:
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR
MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT IMPERVIOUS AREA PRIOR TO CONSTRUCTION: SO FT 13,350 SF
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. IMPERVIOUS AREA AFTER CONSTRUCTION: SQ FT 16,153 SF POOL EQUIPMENT SLAB 80 SF
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR EXPENSE. INCREASE IN IMPERVIOUS AREA: SQ FT
2,803 SF POOL DECK= 1980 SF
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT ENVIRONMENTAL DATA PDOI 1}e�SG 4sw
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT 4. UTILITIES TO MAINTAIN MINIMUN 5-FEET SEPARATION WHEN PARALLELING WATER 1)
STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2 : 1 BMP Project Status: CONC WALK&STEPS BY POOL= 113 SF
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = _�' + CO~4L•
N}%b I W~W NEW CONC DECK BY COURT= 514 SIF
3) MAXIMUM VERTICAL DEPTH OF FILL = 12' 3�4o'1SF STEPS BY COURT= 116 SF
14: ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 5. MINIMUN HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS
STANDARD
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 4) AVERAGE DEPTH OF CUT = 4Z C.Y./2$Z6S.F.
x 27 = 3,a5 FT www.recon-us.com
5) AVERAGE DEPTH OF FILL = �6$ C.Y./3830S.F. x 27 = 2 �j9 FT A Company Of Specialists TOTAL NEW IMPV AREA=
2803 SIF N
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE P Y p
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
February 4, 2010
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
EARTHWORK: im
CUT = 369 G.Y. FILL = C.Y. Reference: Results of a Biological Resources Survey for the Morrison Property
�o
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF a�
IMPORT = -a- C.Y. (RECON Number 5655B)
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL �v
REMEDIAL = _Q_ C.Y. ( ' REMOVAL AND RECOMPACT UNDER AND ' OUTSIDE OF PAVED AREAS)
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND A site VlSlt was conducted on January 26, 2009, by RECON
biologist Anna Bennett su-
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
AS - BUILT PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION OLIVENHAIN MUNICIPAL WATER DIST. ENCINITAS FIRE PROTECTION
DIST. PERMITS "
N
DR/CDP PERMIT NO. / JIA wwJ
NZ�
� SPECIAL USE PERMIT N0. N/A =N d
2� !O TENTATIVE MAP N0. N/A ¢ s
it-4 26 0010 � � '� j & -w
Ir�Y1U}� t Yc, l�uf+r BY: DATE: BY: DATE: DATE: Gborg R. BIReSt P.E.ARS FROM O DATE:
GNED DATE: a N
S 1 *PPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT J J APPROVALS CITY (DF ENCINITAS