2007-767 G (Plans) THE PANDES RESIDENCE
I
911 CORNISH DRIVE ENCINITAS BL VD
ENCINITAS, CALIFORNIA D
Z
3 > j m
STORM WATER POLLUTION CONTROL BMP NOTES W
GRADING NOTES: RELATIVE TO CONSTRUCTION ACTIVITIES: Z
0
A. GENERAL: " o
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 7HE STANDARD SPECIRCA71ONS FOR PUBLIC D. EROSION CONTROL: CONCRETE WASHOUT
C SITE
`` vi E. H S7
WORKS CONS7RUC770N, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 1. INCASE EMERGENCY WORK IS REQUIRED, CONTACT AT (PHONE NUMBER),
24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT a
AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE,
SLURRY, MORTOR, STUCCO, PLASTER AND THE LIKE INTO THE
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 71MES DURING THE STORMW47ER CONVEYENCE
SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNA77NG THE SOILS ENGINEER CERTIFICATE: 5
RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON WASHOUT LOCA770N.
Z THE SOILS REPORT 777LED "REPORT OF PRELIMINARY GE07ECHNICAL INVES71GA71ON PROPOSED SINGLE- FAMILY OCTOBER 1 AT CONVENIENT LOCA71ONS TO FACILITATE RAPID CONSTRUCTION
OF TEMPORARY DEVICES WHEN RAIN 1, jjaytt• LCYn4 ;,CAREGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
RESIDENCE 911 CORNISH DRIVE ENCINITAS, CALIFORNIA" PREPARED BY CHRIS77AN WHEELER ENGINEERING DATED IS IMMINENT CONSTRUCTION SITE ACCESS PRINCIPALLY
DOING BUSINESS IN 7HE FIELD OF APPLIED SOIL MECHANICS, HEREBY
SEPT. 6, 2007, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN CERTIFY THAT A SAMPLING AND
STUDY OF THE SOIL CONDITIONS PREVELENT b
ACCORDANCE WITH THE RECOMMENDA71ONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED W17HOUT THE APPROVAL
OF THE ENGINEERING A STABILIZED CONSTRUCTION S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT WITHIN THIS SITE WAS MADE BY E UNDER MY DIREC77ON
BETWEEN THE }�
INSPECTOR. TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MA7ERIAL SUCH AS GRAVEL AND /DR CORRUGATED STEEL DATES �1f d-•
AND 1 110101 ONE COMPLETE COPY OF THE SOILS SANTA FE DRIVE
J. APPROVAL OF 7HIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCA77ON AND TYPE OF DRAINAGE PANELS/PLATES. REPORT COMPLIED FROM
THIS STUDY WITH MY RECOMMENDATIONS HAS BEEN - -
FACILIVES, NOR OF IMPROVEMENTS W77HIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SA77SFACIION SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
7HESE SHALL BE REQUIRED IN CONJUNC71ON WITH IMPROVEMENT PLANS. OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL CONSTRUCTION VEHICLES
REVIEWED 7HESE GRADING PLANS AND CER7IFY THAT THE RECOMMENDA77ONS 6�
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED VICINITY MAP
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. 5. THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY
THE A SPECIFIC AREA AWAY FROM GU77ERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES IN THE GRADING PLANS AND SPECIFICATIONS .�
CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA7ION OR UNFORESEEN CIRCUMSTANCES WHICH MAY PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE
ALL MAJOR REPAIRS SHALL BE MADE NOT TO SCALE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU71ONS REQUIRED TO PR07ECT ADJACENT PROPER7IES DURING ARISE. OFF -SITE
GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDI7ION SIGNED DATE :
EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC EROSION CONTROL
ENVIROMENTAL DATA:
TRESPASS ONTO AREAS WHEN IMPOUNDED W47ERS CREATE A HAZARDOUS CONDITION.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES
SLOPED SURFACES ESPECIALLY SHALL BE RqE : Z I S EXP. DATE : 9T /r7� 1• STEEPEST EXISTING SLOPE = 159
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGIS7ERED CIVIL ENGINEER OR A LICENSED LAND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED PRO7EC7E0 AGAINST EROSION BY INSTALLING EROSION RESIS7ENT SURFACES SUCH AS EROSION CON7ROL MATS,
SURVEYOR. HEREON. ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. CHRIS71AN WHEELER ENGINEERING QpOFESS
/0 2, MAXIMUM VERTICAL DEPTH OF CUT = 3 FEET SIREET
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
THE FACE OF SLOPE AT 7HE NO EXCAVATION AND GRADING ACIIW77ES ARE ALLOWED DURING WET WEATHER. SAN DIEGOCU J. MAXIMUM VERTICAL DEPTH OF FILL =
4 FEET
CALIFORNIA 92111 ��Q��QESH Cy9�s �
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, CONCLUSION OF EACH WORK DAY.
u�
LAWS AND REGULATIONS DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR (858) 496
-9760 No.GE215 z m
9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT
AND TEMPORARY EROSION CONTROL MEASURES JOB // : CWE 2070539.01 s Exp. 9 -30 -09 4. AVERAGE DEPTH OF CUT = 1.5 FEET
& GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40 %). SILT AND 07HER DEBRIS SHALL Q 1
ST FOIECHN�z
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS REMOVE EXIS71NG VEGETA71ON ONLY WHEN ABSOLUTELY NECEESSARY.
LARGE PROJECTS SHALL BE CONDUCTED IN SUNDAYS AND BE REMOVED AFTER EACH RAINFALL. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
9T O Q 5. AVERAGE DEPTH OF FILL = 1.5 FEET
CITY RECOGNIZED HOLIDAYS. OFCAUF
10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY
HELP DECREASE EROSION.
9. NO GRADING OPERA7IONS SHALL COMMENCE UNTIL A PREGRADING MEE77NG HAS BEEN HELD ONS17E W17H THE SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 774E SLOPES SHALL
BE STABILIZED W77H PUNCHED STRAW STATEMENT OF ENGINEER OF WORK: OWNER 8c PERMITEE:
FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND INSTALLED IN ACCORDANCE WITH SEC77ON 35.023 OF 774E EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE 7EMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONS7RUC770N IS NOT IMMEDIATELY PLANNED
PERMIT7EE. THE PRE -GRADE MEE7ING SHALL BE SCHEDULED W17H THE CITY AT LEAST 48 HOURS IN ADVANCE BY STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. FOR EROSION
CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLAN71NG FAST - GROWING ANNUAL AND 7HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
CALLING (760) 633 -2770. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ENGINEER SHALL COMPLY K1774 774E GENERALLY ACCEPTED
STANDARDS AND THE PANDES FAMILY TRUST
E. HYDRO -SEED PLANT PERMANENT VEGETA7ION AS SOON AS POSSIBLE, ONCE EXCAVAC77ON AND GRADING AC77W77ES ARE PRAC77CES OF THE ENGINEERS
TRADE or PROFESSION. THE ENGINEER FURTHER VINCE & NADIA PANDES, TRUSTEES
la PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONS7RUC77ON AGREES THAT THE WORK PERFORMED HEREIN SHALL
BE IN ACCORDANCE W17H THE 1061 NORMANDY HILL LANE
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE
GRADED 6.1 (HORIZONTAL TO VERTICAL) OR COMPLETE. RULES AND REGULATIONS REQUIRED BE 7HE CITY OF ENCINITAS THE ENGINEER ENCINITAS, CA 92024
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDI7IONS AND REQUIREMENTS THE STEEPER WHEN THEY ARE. W47ER USAGE FOR DUST CON7ROL
SHALL BE MINIMIZED. AGREES THAT ANY PLAN CHECK or REVIEW PERFORMED BY THE CITY OF
CITY ENGINEER MAY IMPOSE WITH REGARDS TO 7HE HAULING OPERA 770N. ENCINITAS IN ITS COMPACTEY AS A PUBLIC EN77TY FOR 7HE PLANS
PREPARED BY SITE LOCATION:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. THIS ENGINEER IS NOT A DE7ERMINAIION BY THE CITY OF ENCINITAS OF 7HE
11. , UPON FINAL COMPLE7ION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL ON - SITE CONSTRUCTION MATERIAL STORAGE
AND OR FINAL RELEASE OF SECURITY, AN AS- GRADED CER71FICA71ON SHALL BE PROVIDED STALING: "THE GRADING B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT
SUBJECT TO EROSION DUE TO TECHNICAL IMPROVEMENTTS BASED 5 B or ADEQUACY OF THE PLANS or DESIGN OF THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD
APN: 258 - 231 -53
UNDER PERMIT NO. 767 -G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE W17H THE APPROVED GRADING THE EROSION RESISTANT CHARACTER OF THE MA7ERIAL AS APPROVED BY THE
CITY ENGINEER. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR HARMLESS 7HE CITY OF ENCINITAS AND ITS OFFICERS, AGEN75,
AND EMPLOYEES 911 CORNISH DRIVE
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. 7HIS STATEMENT SHALL BE FOLLOWED BY THE DATE SHALL STORE THESE PRODUCTS WHERE 7HEY W1LL STAY
DRY OUT OF 774E RAIN. CONTRACTOR SHALL PROVIDE FROM PROPERTY DAMAGE or BODILY INJURY ARISING SOLELY FROM 7HE NEGLIGENT
AND SIGNATURE OF 7HE CIVIL ENGINEER WHO CER71FIES SUCH GRADING OPERATION. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF 774E SOIL AT THE OP7IMUM LEVEL
FOR THE GROWTH SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ACTS, ERRORS, or OMISSIONS OF THE ENGINEER AND HIS /HER AGENCY AND ENCINITAS CA 92024
OF THE HYDRO- SEEDED GROWTH. EMPLYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
ELIMINATE OR REDUCE POLLUTION OF STORMWAIER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE
B. NOTIFICATIONS 3. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
STOCKPILES SHALL BE COVERED OR LEGAL DESCRIPTION:
PROTECTED WITH SOIL STABILIZA71ON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 774E
1. THE EXISTENCE AND LOCA77ON OF UNDERGROUND U77LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE LESS THAN: PERIMETER AT ALL TIMES
PARCEL 2 OF P.M. 740. 1000
ED MIX SHALL CONSIST OF NO
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS71NG A. SE A. 20 LBS. PER ACRE OF ROSE CLOVER
- - 3'' �-O
U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SIGNED : DATE
B. 20 LBS PER ACRE OF ZORRO FESCUE TRAINING
THE CON7RACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROJECT ANY C. 3 LBS. PER ACRE OF E SCHOOL CIA CAUFORNICA RCE :
65970 SOURCE OF TOPO /SURVEY:
CONTRACTORS' EMPLOYEEES WHO PERFORM CON5IRUC710N IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE ROFESS /p
EXIS77NG U77LI77ES OR S7RUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA FAMILIAR WITH
THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP N07ES SHALL o tia
� s s � SOUTHWEST LAND SURVEY
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U71LI77ES OR STRUCTURES E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) BE AWLABLE TO EVERYONE
WORKING ON THE SITE. THE PROPERTY OWIJER(S) AND 7HE PRIME CONTRACTOR MUST �R� AFN �
PRIOR TO ANY EXCAVATION, FOR VERIFICA71ON AND LOCA77ON OF U71LI77ES AND N077FICATION ENGINEERING 43430 BUSINESS
PARK DRIVE
` ?
OF Tqj S SUBSECTION MAY BE OMITTED ON LOCATIONS INFORM SUBCON7RACTORS ABOUT STORMWA7ER REQUIREMENTS AND 7HIER RESPONSIBILITIES.
CONSULTANTS W
G. ITEMS C, D, E, AND F OF THI 2
F. 1/2 LB. PER ACRE OF HOLECA W TEMECULA, CA 92590
OF COMMENCEMENT OF WORK.
os -36
WHERE THE AREA BEING HYDRO- SEEDED IS NOT VISIBLE FROM E17HER A PUBLIC No. 65970
A. SEWERS - ENCINITAS SANITARY DISTRICT 811 -DIG ALERT WASTE MANAGEMENT 32605 Temecula Parkway, Suite 200, Temecula,
CA 92592 06 -JO--M * .
B. GAS & ELECTRIC - SDG &E 811 - DIG ALERT STREET OR RESIDEN77AL STRUCTURES ABBREVATIONS /LEGEND.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONS7RUC770N TEL: (951) 694 -4824 FAX. (951) 694
-4713 s 010- P
C. WATER - SAN DIEGUITO WATER DISTRICT 811 - DIG ALERT MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO OF CAI?F
D. 1ELEPHOIIE - PACIFIC BELL 811 - DIG ALERT H. ITEM A' OF THIS SUBSEC77ON MUST BE INOCULATED NTH A NITROGEN FIXING BACTERIA
E. CABLE l/ - COX CABLE 811 - DIG ALERT AND APPLIED DRY E17HER BY DRILLING OR BROADCAS77NG BEFORE HYDROSEEDING. THE CONVEYENCE SYSTEM IS S1RIC11Y PROHIB11E0.
GRADE BREAK GB
HIGH POINT HP
2. CONTRACTOR SHAJ.L NOTIFY 7HE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB -SITE
IN UNOPENED CONTAINERS NO SEEPAGE FROM DUMPS7ERS SHALL BE DISCHARGED INTO STORMW47ER. BERMS /DIKES SHALL BE PLACED LOW POINT LP
PROJECT. PHONE. (760) 633 -2770. THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERIIFICAI)ON TAG LEAKS. DUNPSTER LIDS SHAT N
AT ALL 71M ES DUMPSTERS WITHOUT LIDS SHALL FRE FOR W17H TOP OF CURB TC
A T0, OR PRINTED ON SAID CONTAINERS
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECd10N. PHONE. (760) 633 -2770. ALL WORK STRUCTURES W17H IMPERVIOUS ROOFING OR
COVERED 107H TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY OWNER'S CERTIFICATE TOP OF GRATE TG
J. NON -PHYTO -TOXIC WET77NG AGENTS MAY BE ADDED TO 774E HYDRO -SEED SLURRY AT THE TRASH MATERIAL.
PERFORMED WITHOUT BENEFIT OF INSPEC770N W1LL BE SUBJECT TO REJEC71ON AND REMOVAL. FLOW LINE FL I.
DISCRETION OF THE CONTRACTOR. IT IS AGREED 174AT FILED CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
MANY CONSTRUC110N MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS BROKEN ASHPHALT FINISH SURFACE FS
C. GRADING B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. 712E 6 MULCH AND CONCRETE, WOOD, AND CLEARED VEGETA71ON
CAN BE RECYCLED. NON- RECYCLABLE MA7ERIALS MUST BE )
( IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL HAVE A REGIS7ERED FINISH GRADE FG
(STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL TAKEN TO AN APPROPIATE LANDFILL OR DISPOSED OF AS HAZARDOUS
WASTE. FOR INFORMA77ON ON DISPOSAL OF
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE
BY MECHANICALLY PUNCHING NO HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT (800) 714 -1195. FOR INFORMA71ON ON FINISH FLOOR FF
HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPAC77ON OF FILLS AND BACKFILLS AND LESS THAN 50% OF THE STRAW INTO THE SOIL. LANDFILLS
AND TO ORDER DUMPSIERS CALL EDCO AT (760) 436 -4151. PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND
DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS PAD ELEVATION PE
COn1PAC770N OF TRENCHES HEISHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DE7ERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERA7IONS HE /SHE SHALL STATE THAT C. FER77UZER CONSIS71NG OF AMMONIUM PHOSPHA7E SULFA 7E, 16 -20
-0, WITH 157, SULFUR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND I HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER OR GEOLOGIST HAS BEEN PARCEL BOUNDARY
OBSERVA77ONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS/HER SUPERVISION AND THAT IN HIS /HER APPLIED AT THE RATE OF 500 LBS PER ACRE. THE SITE.
OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACT.
OPINION, ALL EMBANKMENTS AND EXCAVA7IONS WERE CONS7RUCTED IN ACCORDANCE WITH THE APPROVED GRADING PROPOSED CONTOUR
181
4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO- SEEDING BY PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
FOR LEAKS CONTRACTOR SHALL
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY
FROM STORMDRAIN INLETS ON PERVIOUS 1061 &NADIA PANDES
1061 NORMANDY HILL LANE EXISTING CONTOUR
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND A. ROUGHENING 7HE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
OF* SURFACES
ENCINITAS, CA 92024
PREVENT PONDING OF W47ER. HE /SHE SHALL CON7ROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING A. TRACK WALKING SLOPES STEEPER THAN 6:1.
PROPERTIES OR TO FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF ALL ROU71 ELY C DEBRIS SHALL BE KEPT AWAY
FR THE STREET, GUTTER, AND FROM CONTRACTOR PROPOSED RETAINING WALL
FRESHLY GRADED AREAS UN77L SUCH 77ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN B. RIPPING AREAS THAT WILL NOT BREAK UP USING 17EM A" ABOVE
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM THE CONSIRUC710N 517E SIGNED : 1, y DATE: 5. 1 4. 09
PROPOSED RETAINING WALL
BY OTHERS)
INSTALLED.
B. COND1770NING THE SOIL SO THAT IT IS SUITABLE FOR PLAN77NG BY. UNDER SEPARATE PERMIT
J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED / S AN DIEGUITO WATER DISTRICT NOTES: SIGNED : ; -- I, � � -� -��' DATE : 5-1 L {' O$
STANDARD SPECIFICA7ONS SEED BED. ALL VEGETABLE MATTER AND OBJEC77ONABLE MATERIAL SHALL BE REMOVED BY 7HE
PROPOSED 4' CONCRETE CURB
B. SHE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTA770N AS TO THE
CONTRACTOR FROM 174E SURFACE UPON WHICH THE FILL IS PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL SALINE SOILS TO PROVIDE VIABLE COND177ONS FOR GROWTH.
ACCURACY OF, THE LOCA77ON OF, OR 774E EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND U71LITY, PIPE OR
BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' PROPOSED 4"
PVC DRAIN PIPE ►
AND 774EN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, W1MITS OF THIS PROPERTY
SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE W17H SPECIFICATIONS. 5. HYDRO- SEEDED AREAS SHALL , MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT STRUCTURE 7HIN THE LIMITS
4" PERF. PVC DRAIN PIPE -----
IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING, 2. ALL EXISTING FACILITIES, WHICH MAY EFFECT FINAL DESIGN,
LE., LINE CROSSING, LINE PARALLELING OR PROPOSED EARTHWORK QUANTITIES.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UN77L THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. CONNECTION
SHALL BE FIELD VERIFTED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS W17HIN 10 FEET OF PROPOSED PROPOSED DRAIN INLET ❑
UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELEC7RICAL
AND SEWER TO CROSS UNDER WATER MAINS RAW CUT= +/ 200 C. Y. RAW FILL= +/ 175 C. Y. EXPORT = 25 C.Y.
7RIMMED AS DIREC7ED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDI770N. ALL STONES, UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
WATER DISTRICT. 4" SEWER CLEANOUT O
ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVA7ION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO REMEDIAL GRADING: IMPORT /EXPORT
IS REMEDIAL GRADING. SEE SOILS
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO
RELOCATE AND /OR ADJUST TO GRADE ANY EXIS77NG WATER REPORT DATED 9 -6 -07 PROPOSED P.C.C. CONCRETE
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES ETC.) WHICH IS AFFECTED
NoText
NoText
NoText