2012-11339 SG (Plans) RDNFIT OF WAY M71E EFlliRIIXJ GON►FNl STU7iiMA18A POLLUTITOV t'xN1TFN1 BAP M97E5 RELATIVE TD UXM67RUCTlCNV ACTIVITD=S IXXJf... LLIVETNIADV AUICIPAL
MATER DISTRICT NO7E5 LLINf...
LEGAL OIMAIPTI(NV APN: SITE ADDgM
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST I. IN CASE EMERGENCY WORK IS REGUIRED CONTACT STEVE WEBER AT (760) 994-5757, EROSION CONTROL
CONT... 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS THE LAND REFERRED TO HEREIN IS SITUATED IN THE 264-540-0-q 3 'ASMINE
CREST
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL 24 HOURS A DAY. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. STATE OF CALIFORNIA, COUNTY OF SAN DIEGO. LMINITAS, CA 92024
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
WEBER FAMILY LOT 3 OF MAP 13584
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL BY PLANTING FAST-GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE 17 LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE OHNeOUNITIEE
.
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SOIL. TEE WHENEVER POSSIBLE.
DRA"GE NOTE SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE STEVE WEBER
RAPID CONSTRUCTION O TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING 1B.
FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIFE DISTRICT AND MEETING THE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. 3592 JASMINE CREST
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL ACTIVITIES ARE
COMPLETE. DISTRICTS STANDARD SPECIFICATIONS ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY ENCINITAS, CA 92024
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. OF THE ENGINEERING INSPECTOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. THE FIRE DISTRICT. OILER
5 CTD=7E
UTILITY MOTE 19. ALL DESIGN CHAFES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO ON-SITE CONSTRUCTION MATERIAL
STORAGE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
GEN9?AL. MOTES SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED
IN ACCORDANCE WITH THE PROCEDURES IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL IN
THE OMWO STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD REQUIRED BY THE CITY ENGINEER DUNE TO AN INCOMPLETE GRADING OPERATION OR STORED ON-SITE. DESIGNAT
ED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. APPURTENANCES. AND
DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO STOCKPILES MAY
INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER FLOWS AND I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE FET NED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
2. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF- 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE STORhORAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL COMPACTION ND STABILITY OF THE SITE.
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. INCORPORATED HEREON. THE PERIMETER AT ALL TIMES. %,
Q
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. /l
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF TRAINING
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION
IN THE CITY OF ENCINITAS SHALL
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
WEBER FAMILY DATE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. STEVE WEBER
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT 3592
JASMINE CREST
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. ENCINITAS CA 92024
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED STATEMNT (F OIGDER OF NOW
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ST'Ck#WAIER POLLUTION CaWFUL POST L13%7RUCT1VN BAP/DAP MITES WASTE MANAGEMENT
6. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES i. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS CONTRACTOR SHALL
BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
INCLUDING SHORING. AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EN
GINEEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE
DRAIN SYSTEM. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES REQUIRED BY THE CITY OF ENCINITAS.
THE ENGINEER AGREES THAT ANY PLANCHECK OR
OIND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. REVIEW PERFORMD BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER ELUTION CONTROL SHALL SHALL BE PLACED AR
D(MPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DMPSTER LIDS SHALL REMAIN FOR THE PLANS PREPARED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF
7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. CLOSED AT ALL TIMES. DUPPSTERS WITHOUT LIDS
SHALL BE PLACED WITHIN STRUCTURES ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
B. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/ZAP WITH IMPERVIOUS
ROOFING UCH COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL FACILITIES AND/OT TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIG? WITH ANY TRASH MATERIAL.
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO NAND EMPLOYEES
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
AND HOLD HARMLESS THE CITY O- ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY BMP/IMP FACILITY AMA]/OR THE TURF/LANDSCAPED AREAS. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS
WATER BASED PAINTS VEHICLE FROM PROPERTY DAMAGE O7 BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
CALLING (760) 633-2770. FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE I.ANOSi.APDra ERRORS OR OMISSIONS OF
THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
4. NO DRAINS SHALL BE INSTALLED IN HAR)SCAPE, DRIVEWAYS, OR ANY OTHER L4RERVIOLMS RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED AREA IALESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. OR DISPOSED OF AS HAZARDOUS
WASTE. FOR INFORMATION ON DISMAL OF HAZARDOUS 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED THE WORK OFD BY THE ENGINEER.
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114-1195.
FOR BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER INFORMATION ON LANDFILLS AND TO ORDER DMPSTERS CALL EDCO AT (760) 436-4151. ORDINANCE
AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 5. DRIVEWAYS SHALL HAVE A MAGIMIM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR B
Y
WITH REGARDS TO THE HAULING OPERATION. HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT R(NO F AND POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES.
PLACE TRASH CANS AND RECYCLING 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO BRIAN ARDOLINO DATE
DISCHARGE IT TO AN ADEQUATE IMP/BMP. RECEPTACLES AROUND THE SITE. OCTOBER 1 UR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO 1 AND APRIL 15.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN 'AS GRADED MUTABLE TOILETS MUST BE IN G0� WORKING ORDER AND CHECKED FREQUENTLY FOR RCE
No. 689
CERTIFICATION" SHALL BE PROVIDED STATING "THE GRADING UNDER PERMIT NO. 11339-SG ALTERED WITHOUT A PERMIT FROM THE CITY. LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
AND LOCATE PORTABLE -71b61•
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES.
OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED 7• THE INSTALLATION O ADDITIONAL IMPERVIOUS OR SLA SEPARATE NOT SHOWN ON THIS PLAN
PASCO CARET SUTTER & ASSOCIATES
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE ALL CONSTRUCTION DEBRIS
SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND 535 N. HIGHWAY 101, SUITE A
OPERATION. OBTAINED. STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY SOLANA BEACH CA, 92075
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
it. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR P� PE 1974
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL FOR MORE INFORMATION
ON STORMWATER POLLUTION CONTROL MEASURES AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT HAVE AN IMPERVIOUS ADN-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT ORTUNA
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN (760) 633-2770.
Lam
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT 517E
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT N
1NNIW NICIPAL WATER D157RICT ND7E5
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN ESCAPE FROM THE DUPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE ari6
INSTALL PCC DRIVEWAY APRON SDRSD 6-14 77
A
T
T
THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW L
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED TRASH ENCLOSURE AREA. 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE DETAILS AAD
USE ROLLING OF THE N THAT SC AND
RG OUT. THE ENCLOSURE SHALL BE SELF I GREASE ED OR MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL ¢ LILAC z
PROPERTY BOUNDARY
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE LIMMIT z
SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON FILTER AND WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE AlO< ¢
a PROPOSED SETBACKS - -
12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE CONSTRUCTION O WATER MAINS AND FACILITIES INCLUDING ALL AMENDMENTS ADOPTED LONE 3
SNIT j PROPOSED CONTOURS 255
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A o m
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. ' EXISTING CONTOURS
AND AVOID DAMAGE TO ADJOINING P'ROP'ERTIES OR FINISHED WORK ON THE SITE AND SHALL COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIRES.
� � --- --- --- --
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH pNVgL Ip EXISTING EASEMENT
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS
3 -
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50% REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE EXISTING
SEWER CLEANOUT
13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE (EXCLUDING ANY EXISTING MAN MADE SLOPES). PRE-CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR.
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND 2 M EXISTING SDG&E BOX
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 2, THE MAXIMUM VERTICAL DEPTH OF CUT IS 6 FT AND THE MAXIMUM 3. UNLESS OTHERWISE NOTED
CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. y v
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO
9 C EXISTING EDGE OF PAVEMENT
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED VERTICAL HEIGHT OF FILL IS 6 FT APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED
TWO WEEKS MINIMUM IN CENTERLINE
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL ADVANCE OF ANY SHUTDOWN. 2 A
BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 0' EXIST
ING WATER MAIN
IN STRICT ACCORDANCE WITH SPECIFICATIONS. OF CUT AREA OF CUT (SF.) 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING
EXISTING SEWER MAIN ---5-- S
TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A EXISTING DRAINAGE DIRECTION
14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 2.5' MONDAY OR FRIDAY. `�/
����+v *
SMOOTH SURFACE AND UNIFORM! CROSS SECTION. THE SLOPES OR EXCAVATION AND OF FILL AREA OF FILL (SFJ Y1F..J1�M1t 1 IYJtL�iF #1148-05
EXISTING BROW DITCH
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF NOT
TO SCALE
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER E4R7FAM Q4TA: EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE
SUBMITTED TO THE LIMITS OF WORK/GRADING W W
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 0 CUBIC YARDS REMEDIAL DISTRICT PRIOR TO CONSTRUCTION.
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL PROPOSED FENCE - - - - - -
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR.
220 CUBIC YARDS EXCAVATION (CUT) CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO PROPOSED PCC
PAVING 4'
15. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 220 CUBIC YARDS EMBANKMENT (FILL) THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION
OF THE PROJECT.
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE 0 CUBIC YARDS IMPORT PROPOSED DG PATH
THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE * ESTIMATE DOES NOT INCLUDE STRIPPIADS, UTILITY TRENCH VOLLMES OR ANY UNDERGROUND SERVICE
UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE PROPOSED DG GEOWEB BY GEOSYSTEMS
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO
ANY WORK BEING PERFORMED IN PUBLIC
16. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO RIGHT-OF-WAY. (DIG
ALERT PHONE.• 800-227-2600) PROPOSED GRASS AREA
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, COMMENCEMENT OF WRAC. B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION,
I.E., LINE
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. BEFORE ANY CONSTRUCTION BEGINS.
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A SHRINKAGE OR SWELL FACTORS). 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE
STANDARD SPECIFICATIONS THE
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC
CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION WATER LINES INCLUDING
WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY.
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP
WTIFMATIM OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN STU M 7M POLLUTION CWRM BAP MTES RELATIVE TO CW7RWTIfNV ACTIVAD=S 11. ALL DEFLECTIONS (HORIZONTAL
AND VERTICAL) SHALL BE MADE BY USE OF JOINT
UN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF CONCRETE WASHOUT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT).
AD BENDING a
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS CONTRACTOR STRECESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA (CURVING) OF
PIPE SHALL BE PERMITTED.
HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, 12. MANUAL AIR RELEASES
SHALL 8E INSTALLED AT ALL HIGH POINTS AND BLOW O RS AT TIG�I
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR D
BLOW-
AN {�•��•{
THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT OFFS WITHIN METER BOX
AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AN BY
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION LOCATION. DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL
AIR
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.'
CONSTRUCTION SITE ACCESS RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY
A. SEWERS - CSD - (760)-633-2770 A STABILIZED CMSTP0M7M SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND THE DISTRICTS REPRESENTATIVE.
B. GAS & ELECTRIC - SDGE - (760)-438-6200 INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL U BE LOCATED 5-
. METER T
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT-(760)-753-6466 SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. 13. INSTALL A MINIMUM
FROM A SIDE LOT LINE. A 3/4-INCH HIGH LETTER M 1-INCH WATER SERVICE TO EACH LOT. SHALL T CHILLED IN TOP