2004-1565 G (Plans) A. GENERAL WORK TO BE DONE PROJECT DAra
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 5. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE NECESSARY THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT OWNER: TONY FINN AND LAURA R. HUTCHINS
STANDARD ECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED 104 NEPTUNE AVENUE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY CREATE A HAZARDOUS CONDITION.
BY THE CITY ENGINEER. ENCINITAS, CA 92024
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE 6. THE CONTRACTOR SHALL INSTALL
EROSION CONTROL MEASURES AS MAY BE
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO REQUIRED BY THE CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPERATIONS OR 1. THIS SET OF PLANS CELL PH. TONY FINN: (760) 815-1996
INSPECTION. SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 2. THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
SCARIFIED TO A DEPTH OF 6 INCHES AND COMPACTED TO A MINIMUM OF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN AND THE
SAN DIEGO SPECIAL PROVISIONS, PROJECT A.P.N. 256-371-09
2. THE ORIGINAL SOILS REPORT COMPILED BY ENGINEERING DESIGN GROUP, 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE
MODIFIED PROJECT ADDRESS: 104 NEPTUNE AVENUE
DATED APRIL 2003, SHALL BE CONSIDERED AS A PART OF GRADING PLAN. ALL 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SHALL BE CORPORATED HEREON.
WORK SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPREAD, COMPACT THE FILL IN STRICT ACCORDANCE WITH THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER
MUST DRAIN AWAY FROM THE BY THE CITY OF ENCINITAS STANDARDS. ENCINITAS, CA 92024
SPECIFICATIONS. FACE OF A SLOPE AT THE CONCLUSION OF EACH WORK DAY. 4. THE SOW STANDARDS AND SPECIFICATIONS FOR WATER.
SPECIFICATIONS CONTAINED IN SAID REPORT. S
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 9. ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BE IN PLACE AT THE END 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED APRIL, 2003. PROJECT SOIL ENGINEERING DESIGN GROUP
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF OF EACH WORKING DAY WHEN
THE FIVE (5) DAY RAIN PROBABILITY FORECAST ENGINEER: 2121 MONTIEL RAOD
THE STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND EXCEEDS FORTY PERCENT (40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED NOTE: WORK AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STORM DRAIN ONLY SAN MARCOS, CA 92069
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AFTER EACH RAINFALL.
PHONE: (760) 839-7302
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER 10. SHOULD GERMINATION OF HYDROSEEDED
SLOPES FAIL TO PROVIDE EFFECTIVE S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING; UNLESS OTHERWISE NOTED
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE PROJECT
CIVIL ENGINEERING DESIGN GROUP
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND SLOPES SHALL BE STABILIZED WITH PUNCHED
STRAW INSTALLED IN ACCORDANCE ITEM NO. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY ENGINEER: 2121 MONTIEL ROAD
o; PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE WITH SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE SAN MARCOS, CALIFORNIA 92069
= DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED TO CONDITION GRADING ORDINANCE. STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 1 GRASS
FILTRATION-AND DET 1/SHT.2 W 10 CY
EXISTING PRIOR TO GRADING. O P R (760) 839-7302 PHONE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS 2 18 XI8" CATCH BASIN BROOKS BOX OR EQUIV, 3 EA
(760) 480-7477 FAX
w SHALL BE COLLECTED, PILLED OR OTHERWISE DISPOSED OF OFF THE SITE E HYDRO-SEED
� MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND BY THE CONTRACTOR SO AS TO LEAVE AREAS THAT HAVE BEEN CLEARED O S
IL CO DET 1/SHT.3 1 E4 ,
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. SOILS
ENGINEERS CERTIFICATE
w
0 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL ® GRAVEL BAGS 50 EA 1, STEVEN NORRIS,
A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE TO VERTICAL) OR STEEPER WHEN THEY
ARE
8 DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING SOILS ENGINEER AND C17Y ENGINEER PRIOR TO THE DISPOSAL OF ANY 5 SILT
FENCE OET. 21SHT.3 150 LF PRACTICING IN THE ENGINEERING DISCIPLINE OF GEOTECHNICAL ENGINEERING,
TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, SUCH MATERIAL. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 6
6" PVC = _ _ 175 LF HEREBY CERTIFY THAT A GEOTECHNICAL EVALUATION OF THE SOIL CONDITIONS
AND REGULATIONS. PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
8. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE-HALF (112) MILE OF A STORMWATER POLLUTION CONTROL BMP NOTES B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS
SLOPE IS NOT SUBJECT TO 7 4" PVC = _ = 225 LF DURING A GEOTECHNICAL INVESTIGATION. ONE COMPLETE COPY OF THE ORIGINAL
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE RELATIVE TO CONSTRUCTION ACTIVITIES EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE
MATERIAL AS APPROVED 8 KEYSTONE RET WALL DET. 1/SHT4 400 SF SOILS REPORT COMPILED BY ENGINEERING DESIGN GROUP, DATED APRIL, 2003,
HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY BY THE CITY ENGINEER. HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
w RECOGNIZED HOLIDAYS. CONCRETE NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY THAT THE
WASHOUT
RECOMMENDATIONS INCLUDED IN THE ORIGINAL SOILS REPORT FOR THIS
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL QUANTITIES FOR BIDDING PURPOSES ONLY.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE FOR THE GROWTH OF THE HYDROSEEDED
GROWTH PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
s HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH .
o
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND CONCRETE, SLURRY, MORTAR, STUCCO, PIASTER AND THE LIKE INTO THE
SPECIFICATIONS.
3 PERMITEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR J. HYDROSEEDING MIX SHALL
CONSIST OF ALL THE FOLLOWING: EARTHWORK
8 LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. A. SEED MIX SHALL CONSIST OF NO LESS THAN:
SIGNED:
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIAL TO ANY PROPOSED CONSTRUCTION SITE a. 20 LBS. PER ACRE OF ROSE CLOVER CUT 250
CY IMPERVIOUS SURFACE: 4990 SF STEVEN NORRIS I m No��!
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR b. 20 LBS. PER ACRE
OF ZORRO FESCUE FILL 0 CY AREA OF GRADING. 1150 SF -
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS c. 3 LBS. PER ACRE
OF E SCHOOL CIA CALIFORNIA EXPORT 250 CY GE NO. : 2590 590
AVG. DEPTH OF FILL: 0 FT
o ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL d. 4 LBS. PER ACRE OF ACHILLEA
MILLEFOLIA IMPORT 0 CY AVG. DEPTH OF CUT. 2.2 FT EP 2-31
°w REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE PANELS/PLATES. e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
REMOVAL & 0 CY EXP. DATE: 12-31-05 �®
HAULING OPERATION. f. 112 LB. PER ACRE OF DIMORPHOLECA ` V7CHt1®� �a mss'
CONSTRUCTION VEHICLES RECOMPACTION - ENGINEERING DESIGN GROUP
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED THE AREA BEING HYDROSEEDED
IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR 2121 MONTIEL ROAD
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE RESIDENTIAL STRUCTURES.
SAN MARCOS, CA 92069
ate. AS-GRADED CERTIFICATE SHALL BE PROVIDED STATING:"THE GRADING UNDER EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. h. ITEM 'a' OF THIS SUBSECTION
MUST BE INOCULATED WITH A NITROGEN FIXING WASTE MANAGEMENT PHONE. (760) 839-7302
PERMIT No.1565-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
THE APPROVED GRADING PLAN R AS SHOWN ON ATTACHED AS-GRADED CONTROL
w EA 0 0 E C ED HYDROSEEDING. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL STATEMENT
OF ENGINEER OF WORK i
m PLAN". THIS STATEMENT SHALL B i. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES.
E FOLLOWED BY THE DATED AND SIGNATURE I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN NOPENED WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR
o SLOPED SURFACES ESPECIALLY SHALL 8E PROTECTED AGAINST EROSION BY
z OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION WASTE
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY E
T
INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. CONVEYANCE SYSTEM
IS STRICTLY PROHIBITED. ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AtN0
12. TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. j. NON-PHYTO-TOXIC WETTING AGENTS
MAY BE ADDED TO THE HYDROSEED SLURRY AT PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
w AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT-OF-WAY. 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET THE DISCRETION OF THE CONTRACTOR.
2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
FAILURE TO DO SO WILL RESULT IN A STOP WORK NOTICE AND DOUBLE WEATHER. ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY' OF
3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
PERMIT FEES. ITT THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE E
NCINITAS, THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW
4+ THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
HIS/HER PROPERLY LINE IS. 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED PERFORMED BY THE
ENGINEER IS NOT A DETERMINATION BY THE CITY OF
c EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY LIDS SHAL
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS TOR
4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE LIDS SHALL 8E PLACED WITHIN STRUCTURES WITH PERVIOUS ROOFING
OR
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL
B. NOTIFICATIONS PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL . COVERED WITH TARPS IN ORDER TO AVOID RAIN
CONTACT WITH ANY TRASH DESIGN, AND 17 IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF
o: RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS MATERIAL.
z i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND UNNECESSARILY; THEY HELP DECREASE EROSION.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15% ULPHUR APPLIED AT THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS HE
c� THE RATE OF 500 L85. 16-20-0, WITH 15 PER ACRE. CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
z STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE J. MANY CONSTRUCTION
MATERIALS, INCLUDING SOLVENTS, WATER-BASED
w PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS,
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO STRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. ERRORS,
OR OMISSIONS OF THE ENGINEER AND HIS HER AGENTS OR
w 4. AREAS TO BE HYDRO-SEEDED SHALL BE PREPARED PRIOR TO HYDRO-SEEDING BY: PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, AND
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER; THE EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND /
CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF
SUCH AGENCY AND
o CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY T PROTECT PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY
OR A COMBINATION OF. BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER.
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
'� EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. a. TRACK WALKING SLOPES STEEPER THAN 6:1. WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE
� THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
o b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. STEVEN
NORRIS
o EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL M Q AT (760) 436-4151.
. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. ENGINEERING DESIGN GROUP
x OF COMMENCEMENT OF WORK.
ar 1. MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE 2121 MARCOS, ROAD
m A. GAS & ELECTRIC - SDG&E 800 422-4133 PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE
A DAMP BUT NOT SATURATED 4. POLLUTANTS SHALL TA KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS SAN MARCOS, CA 92069 �o pa��S'0aa�
C ) C ) AND RECYCLING RECEPTACLES AROUND THE SITE � F
z B. WATER (SAN DIEGUITO WATER DISTRICT) PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL SEED BED. ( 60)
839-7302 _ h� El NCZq�� ryc
760 633-2709 PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE
C ) 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
o SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
C. TELEPHONE (PACIFIC BELL) (800) 422-4133 FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY BY. No.
4 sn
2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT Exp. 12-05
D. CABLE TV (DIMENSION CABLE) (800) 422-4133 CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS R.C.E.
. :
ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT 5. HYDRO-SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
NO 47672 �
E. CARDIFF SANITATION DISTRICT (760) 753-0155 CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM THE PROJECT IS PERMANENTLY LANDSCAPED
OR, FOR AREAS WHERE HYDRO-SEEDING IS ON PERVIOUS SURFACES. DATE;
CONCENTRATED STORMWATER FLOWS AND STORMORAIN INLETS. STOCKPILES THE PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY
sr
0 2. CONTRACTOR SHALL NOTIFY T H E CITY ENGINEER'S'OFFICE 48 HOURS PRIOR q c i v 1� a�
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633-2770. SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND RELEASED. 6.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, EXP. DATE: 12-05 rF °r c A��F o
PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR ALL TIMES. SAN DIEGUITO WATER DISTRICT NO UP MATERIAL THAT MAY HAVE TRAVELED
AWAY FROM CONSTRUCTION SITE.
TES
INSPECTION. PHONE (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT TRAINING
OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 1. REVIEW OF THIS PLAN BY SAN DIEGUITO
WATER DISTRICT DOES NOT CONSTITUTE A ,
8 ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF OR THE EXISTENCE OR
OWNERS CERTIFICATE
z STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
m C. GRADING OF THIS PROJECT. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
�j BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND 2 ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS,
OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
.
x THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER. OVER GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND
z 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS REQUIREMENTS AND THEIR OWN RESPONSIBILITIES LINE PARALLELING, OR PROPOSED CONNECTION SHALL
BE FIELD VERIFIED. ALL EXISTING
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED AND TEST THE OR' PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL
STABILITY OF NE-.
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
a COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS D. EROSION CONTROL MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 1. IN CASE EMERGENCY WORK IS REQUIRED, CALL DAVID SHAW (760)' 436-4134 J. CONTRACTOR AND OWNER
ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO
UPON COMPLETION OF GRADING OPERATIONS, HE SHALL STATE THAT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT GRADE ANY EXISTING WATER FACILITY
(FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
TONY NN / DATE
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE /�°
_ ��
ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST RA R. WATCHfNS DATE
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND STOCKPILES ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION MEET CURRENT SAN DIEGUITO
WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET PROJ CT SITE z
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS
AT THE OWNER'S "' OWNER: TONY FINN AND LAURA R. HUTCHINS
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES EXPENSE.
Im
ENCINITAS, CA
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE APPROVAL OF THE ENGINEER INSPECTOR. 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN
PARALLELING WATER .v. ADDRESS: 104 NEPTUNE AVENUE,
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SERVICES.
o SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PACIFIC ASSESSORS PARCEL: 256-371-09