2011-10938 SG (Plans) RIGHT OF WAY NOTE EROSION CONTROL SITE
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER ADAMS RUN--._
GARRY& SUZANNE JACKSON A S
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TED NESBIT AT 951 830 - 9685
D 'FCC !ivA �cr y
)- CONCRETE WASHOUT 6768 MALACHITE PLACE B S EN
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED
CONCRETE CARLSBAD, CA 92011 $ UCH �Ac
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE C S WASHOUT AREA TO CONTAIN
WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, ,
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS
DRAINAGE NOTE DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 3401
ADAMS RUN cn
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID n E S < v
APN 264-451-31-00 O 2 G
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS y 15 � i
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND INGRESS TO PREVENT D mt ,'
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
THE Z_ Z
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL LEGAL DESCRIPTION
AN APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. PANELS/PLATES. HU) <
PCL. 3 OF MAP 18712 m
E ALL EROSION CONTROL DEVICES TO WORKING ORDER TO.
4 THE CONTRACTOR SHALL RESTORE
UTILITY NOTE CONSTRUCTION VEHICLES L
JTHE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. A SPECIFIC AREA
AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
v
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL
BE MADE OFF-SITE. OWNER'S CERTIFICATE M
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE K w SANTA FE DR. ;
GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL I (WE) HEREBY CERTIFY
THAT A REGISTERED SOILS ENGINEER OR N V
CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL �2 �Otu M-�-
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES
SUCH AS EROSION CONTROL MATS, GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF < kQ V
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. THE SITE.
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
M DR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR --
\NGNP 6
INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
WET WEATHER.
INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
SITE , 3401 ADAMS RUN , ENCINITAS CALIFFORNIA ffi2. THE SOILS REPORT TITLED "UPDATE OTECHNICAL REPORT," PROPOSED
RESIDENTIAL BUILDING PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SIGNATURE: I �1 DATE:
" DATED SEPTEMBER 8 2011 PREPARED BY ALLIED E GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN L I VICINI
MAP
�
, E. AWAY FROM THE FACE OF
R I J ON
EARTH TECHNOLOGY DATED 09-08-2011, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY
WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN DATE �� N.T.S.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS ILJZA NE ACKSON
CONTAINED IN SAID REPORT. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION.
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION
MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING
ANNUAL AND PERENNIAL SOILS ENGINEER'S CERTIFICATE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRASSES TO SHIELD AND BIND THE SOIL. I, ROBERT CHAN_A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS
GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES
ARE COMPLETE. IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ^.
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AND FOR
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 1-0 PROTECT ADJACENT 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER
USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AN UPDATE ON 09-08- NE PLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH I,�Y
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS RECO
MMEND ONS, HAS B SUB ITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, i HAVE
REPLACED OR REPAIRED TO CONDITION PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM ON-SITE CONSTRUCTION MATERIAL STORAGE RE
VIEWE HESE GRAD[ PLANS D CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
EXISTING PRIOR TO GRADING. DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR
SHALL REPORT OR THIS PR CT HAVE EEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
2 GRASS AND SIGNE `
. LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. KEPT ON-SITE. STOCKPILES
MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. ROBERT CHA
ENGINEER OR A LICENSED LAND SURVEYOR. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN RCE
NO.. C-246
3.ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EXP. DATE: 12-31-2011
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND/OR THE TURF/LANDSCAPED AREAS. TRAINING JOB #: 11-1148D4
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF 1/2 MILE OF A STRUCTURE FOR HUMAN CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY
OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR `J 3 �' v)
( ) 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES SHALL BE ALLIED EARTH TECHNOLOGY c No 0.2469` m _J
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M.AND 7:30 A.M. NOR ON 9833 PACIFIC HEIGHTS BLVD. STE.0 Exp•17131/�
yz No.G-0019
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)AND THE PRIME CONTRACTOR
MUST INFORM v 1y37/I
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SAN
DIEGO, CA 92121 iz \Q
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE PH. (619)457-4515 sr CND oQ� pv
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE-CONSTRUCTION MEETING HAS BEEN 9rFor'CALVE sr 0>zcr
�3 '
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT °' ATP pf
en�1 oe IN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IT TO AN ADEQUATE IMP/BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE STATEMENT OF ENGINEER OF WORK
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE
SYSTEM IS STRICTLY PROHIBITED.
WITHOUT A PERMIT FROM THE CITY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
WITH
PRIOR HAULING DIRT OR CONSTRUCTION MATERIALS D ANY PROPOSED CONSTRUCTION SITE
WI THIN THIS NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
WI PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ALL
DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
THE
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
THAT THE ENGINEER
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH MATERIAL. CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY j
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE CITY OF ENCINITAS IN ITS CAPACITY AS
A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
({'
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION
MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE P.
GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE CONCRETE,
WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE
PLANS ('
BE PROVIDED STATING: "THE GRADING UNDER PERMIT OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS I:?
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON
DISPOSAL OF HAZARDOUS
NO. G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE MATERIAL,
CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS AND ITS OFFICERS,AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE
OR BODILY
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER
DUMPSTERS CALL EDCO AT (760)436-4151. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER '1
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND i
OPERATION. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE t
THROUGH AN ADEQUATELY SIZED OIL/GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
's
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PORTABLE
TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL SIGNATURE: , DATE: ! {
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS MES A. TURPINESSrq
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SURFACES. F5 A. T� <
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: NC ENVIRONMENTAL
DESIGN
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND STORMDRAIN. CONTRACTOR MUST P.O. BOX 3120
FOR THEIR INTENDED USE. 1. ALL WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND ESCONDIDO,
CA 92033 No. C 57695 A
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
MATERIALS AS SPECIFIED IN THE MOST RECENT ADDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT PH. 760-747-5363 *
Exp. 12-31-2011
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE (DISTRICT)STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE RICE EXPIRES 12-31-2011 sT s r
FACILITIES, INCLUDING ALL AMMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE q� cn'IL�,.0. };
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT 760 633-2770.
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT
ALL ( ) CIP CAL-
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT TIMES. NOTIFICATIONS EARTHWORK DATA
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS)AS REQIRED BY THE 1XISTENCE
AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE STEEPEST EXISTING NATURAL SLOPE ON-SITE = 11.2 H : 2 V
. THE ,
STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING MAXIMUM VERTICAL DEPTH OF CUT= 4.0
'
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN WITH THE DISTRICT'S INSPECTOR. OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES _'
MAXIMUM VERTICAL DEPTH OF FILL = 3
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
DURATION OF ANY SHUTDOWN OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES
OR STRUCTURES PRIOR TO ANY EXCAVATION, CUT = 80 C.Y. FILL = 80 C.Y.
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL DISTRICTSHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: IMPORT= 0 C.Y.
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGED.",ENTS FOR HIGH -LINING TEMPORARY
REMEDIAL = C.Y. ( REMOVAL AND RECOMPACTION UNDER AND ' OUTSIDE OF BUILDING AREAS)
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY.
A. SEWERS -CSD - (760)-633-2770
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. B. GAS & ELECTRIC - SDGE- (760)-438-6200
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA.A COPY OF EXEMPTION C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO D.
TELEPHONE - SBC BELL-(760)-489-3411
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL CONSTRUCTION. E. CABLE TV- COX COMMUNICATIONS-(760)-806-9809 X-2233
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL 2.
CONTRACTOR. SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO PHONE:
(760)-633-2770.
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ARRANGE FOR INSPECTION OF THE PROJECT.
ACCORDANCE WITH THE GRADING ORDINANCE. 7. THE CONTRACTOR MUST CALL"DIG ALERT OF SOUTHERN CALIFORNIA"TO HAVE UNDERGROUND SERVICE 3. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633-2770. ALL WORK
UTILIIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
AND REMOVAL.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: 800-227-2600).
IMPERVIOUS AREA
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS,
LINE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION
IMPERVIOUS AREA AFTER CONSTRUCTION: 10,924 SQFT (DRIVEWAY AND WALKS 4,299 S.F., BLDG. FOOTPRINT 6,625 S.F.)
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. BEGINS. INCREASE IN IMPERVIOUS AREA: 10,924SQFT
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE
IMPERVIOUS AREA REPLACED: 0 SQFT
BURIED UTILITY WARNINGS AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY LATERALS LOCATED IN THE PUBLIC RIGHT-OF-WAY.
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO 10.WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE