2008-779 SG (Plans) GENERAL NOTES A. SEWER - CARDIFF SANITATION DISTRICT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE SEWER NOTES
(760) 633 -2770 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS WORK TO BE DONE
A. GENERAL B. GAS & ELECTRIC -SAN DIEGO GAS &ELECTRIC ONTO AREAS WHEN IMPOUNDED WATERS CREATE A ALL WORK
SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1 -800- 422 -4133 HAZARDOUS CONDITION. 1. ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE STANDARD
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS C. WATER - SAN DIEGUITO WATER DISTRICT 7. ALL EROSION CONTROL MEASURES PROVIDED
PER THE SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION) WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS
TO
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF 1- 800 - 422 -4133 APPROVED GRADING PLAN SHALL BE INCORPORATED THE SAN DIEGO STANDARD
SPECIAL PROVISIONS TO THE STANDARD THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA D. TELEPHONE - PACIFIC BELL TELEPHONE HEREON. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
(ADOPTED BY REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 1 -800- 422 -4133 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE) AND THE SAN (LATEST EDITION).
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY E. CABLE TV - COX CABLE DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION
DIEGO REGIONAL STANDARD DRAWINGS LATEST EDITION AND THE
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. (760) 806 -9809 ( ) LEGEND
OF EACH WORK DAY. FOLLOWING SPECIAL PROVISIONS.
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 9• ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BE IN TRENCH WIDTH SHALL BE PER SDRSD N0. SP -02 UNLESS
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PLACE AT THE END OF EACH WORKING
DAY WHEN THE FIVE OTHERWISE SHOWN.
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. PHONE 760- 633 -2770. (5) DAY ( PIPE AND BEDDING CONDITIONS: IT
IN PROBABILITY FORECAST EXCEEDS FORTY S YMB OL ANTITY
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE PERCENT 40 %). SILT AND OTHER DEBRIS SHALL BE �Q R Y
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS REMOVED AFTER EACH RAINFALL.
PROPERTY LINE
ROCK BENEATH THE PPE TOE
SUBJECT TO REJECTION AND REMOVAL.
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE FOR INSPECTION. PHONE 760 - 633 -2770.
ALL WORK 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO I.
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED
SITE GRADING. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% 142.32
COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE PROPOSED SPOT ELEVATION
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING C. GRADING STABILIZED WITH PUNCHED STRAW INSTALLED IN (B) V.C.P. AND A.B.S.
TRUSS PIPE BEDDING FROM BOTTOM OF PIPE
GRADING OPERATIONS. ANYTHING DAMAGED OR 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A ACCORDANCE WITH SECTION 35.023 OF THE EROSION
AND TO (12) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, CUT SLOPE (2:1)
DESTROYED SHALL BE REPLACED OR REPAIRED TO QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SEDIMENT CONTROL HANDBOOK OF THE STATE OF
GRAVEL, CRUSHED AGGREGATE, OR NATIVE FREE - DRAINING
CONDITION EXISTING PRIOR TO GRADING. SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT CALIFORNIA DEPARTMENT OF CONSERVATION. GRANULAR
MATERIAL HAVING A SAND EQUIVALENT OF 30 OR 2:1 FILL SLOPE
AND COMPACTION OF FILLS AND BACKFILLS AND F. HYDROSEED BETTER. { )
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 1. HYDROSEEDING SHALL BE APPLIED TO ALL
SLOPES THAT SURFACE DRAINAGE -,. - -
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR REPORTS AS REQUIRED AND WILL DETERMINE THE ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WHEN THEY ARE: PIPE TO
(12) INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" FLOW LINE
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS A. THREE FEET OR MORE IN HEIGHT IN
FILL AREAS. CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION B. 5 FEET OR MORE IN HEIGHT IN
CUT AREAS, UNLESS WHERE PIPE INVERT GRADES ARE 1% OR GREATER. EWER LATERAL SS -01 !�-� 345 LF
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND AND THAT IN HIS OPINION, ALL EMBANKMENTS AND SLOPE IS NOT SUBJECT TO EROSION DUE TO
THE PROPOSED S SDR 35
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH EROSION RESISTANT CHARACTER OF THE MATERIAL
AS
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, THE APPROVED GRADING PLANS AND THAT ALL APPROVED BY THE CITY ENGINEER. 2. AFTER COMPLETION
OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER
LAWS AND REGULATIONS. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SERVICE
LATERALS AND STRUCTURES SHALL BE TESTED IN
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF \ '
THEIR INTENDED USE. SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE THE PRESENCE OF THE INSPECTOR. AIR PRESURE TEST
NOTE: THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. V
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED HYDROSEEDED GROWTH. SHALL
BE USED UNLESS OTHERWISE DIRECTED BY CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS BID.
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 1 INSPECTOR. SEED MIX SHALL CONSIST LESS
THAN
REC NOR ON SATURDAYS, SUNDAYS AND CITY ROSE CLOVER 3. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER O WNER'S
CERTIFICATE
RECOGNINI AND A G OF WATER. HE SHALL CONTROL SURFACE WATER A. 20 LBS. PER ACRE OF F .
ZED HOLIDAYS. AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO
B. 20 LBS PER ACRE OF ZORRO FESCUE SDRSD NO. SM -01. POURED IN PLACE MANHOLE BASES SHALL BE
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- MEASURES TO PREVENT EROSION OF FRESHLY GRADED C. 3 LBS. PER ACRE OF E SCHOOL
CIA CALIFORNIA A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
GRADING MEETING HAS BEEN HELD ONSITE WITH THE AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF
SNOW) COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND 3, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED F. 1/2 LB PER ACRE OF DIMORPHOLECA
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
PERMITTEE. THE PRE -GRADE MEETING SHALL BE AND FILL SHALL BE PLACED IN ACCORDANCE WITH G. ITEMS C, D, E, AND F OF THIS SUBSECTION
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE MAY B E OMITTED ON LOCATIONS WHERE THE AREA 4. THE CONSTRUCTION OF 4 -INCH
SEWER LATERAL PER SDRSD NO'S PLANS.
BY CALLING (760)633 -2770. STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND SS -01 AND SS -03. LATERALS SHALL NOT DISCHARGE DIRECTLY
9. UPON FINAL COMPLETION OF THE WORK UNDER THE
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER INTO A MANHOLE. IT
IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL CONTRACTOR FROM THE SURFACE UPON WHICH THE
FILL IS A PUBLIC STREET OR RESIDENTIAL STRUCTURES. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
TO BE PLACED, LOOSE FILL AND ALLUVIAL SOILS SHALL BE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED 5. THE CONSTRUCTION
OF CONCRETE ANCHOR WALLS PER SDRSD NO. ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED REMOVED TO SUITABLE FIRM NATURAL GROUND. THE SP -07.
CERTIFICATION SHALL BE PROVIDED STATING: EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY
DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
"THE GRADING UNDER PERMIT NO. 388 -G HAS BEEN THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL EITHER BY DRILLING OR BROADCASTING
BEFORE 6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH COMPLETION OF THE IMPROVEMENTS.
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, HYDROSEEDING. MINIMUM COVER.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN
THE APPROVED GRADING PLAN OR AS SHOWN ON THE WATER AND COMPACT THE FILL IN STRICT ACCORDANCE I. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO THE ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60
THIS STATEMENT SHALL BE FOLLOWED
ATTACHED AS- GRADED PLAN'. WITH SPECIFICATIONS. JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA 7 THE FINAL LOCATION AND ELEVATION
OF SEWER AND WATER MAINS DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO
SIGNATURE OF THE CIVIL ENGINEER WHO O THE DATE AND • CERTIFIES SUCH 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED
TO DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PURSUE SUCH WORK ACTIVELY ON EVERY
NORMAL WORKING DAY UNTIL
GRADING OPERATION. FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. PRIOR TO ACCEPTANCE
OF THE WORK. COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK
UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AS C D WITH THIS PROJECT OR U�iQER MY CONTROL.
.
10. SLOPE RATIOS: PLANTED AND J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO 8• ALL DESIGN CHANGES OF SEWER MAINS
SHALL BE APPROVED BY
CUT 2:1 FOR ALL SLOPES AND EMBANKMENTS SHALL BE SHAPED, THE DISTRICT ENGINEER IN WRITING PRIOR TO THE ACCEPTANCE FOR
THE HYDROSEED SLURRY AT THE DISCRETION OF THE
FILL 2:1 FOR ALL SLOPES TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND PUBLIC USE.
LEFT IN A NEAT AND ORDERLY CONDITION, ALL STONES, CONTRACTOR.
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE ROOTS AND OTHER WASTE MATTER EXPOSED OR 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS
9, FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE
S IGNATURE DATE
APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW)
INSTALLATION. NAME: PHILIP G. DECARION, TRUSTEE OF THE DECARION
REVIEW OF A REPORT FROM A SOILS ENGINEER. TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
LIVING TRUST, DATED FEBRUARY 28, 1991.
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED APPLIED FIBER MATERIAL. WHEN STRAW IS USED
IT MUST 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS
RESOURCES ARE DISCOVERED ON THE SITE OF THIS IN ACCORDANCE WITH THE GRADING ORDINANCE. BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING
DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE ADDRESS: 543 EMERALD BAY, LAGUNA BEACH, CA 92651
GRADING DURING GRADING OPERATIONS, SUCH 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
FOR INSPECTION OF PROJECT. PHONE NO. (760) 633 -2770. N7
PERMITTEOE W ILL
NOTIF DIRECTOR OF D THE DISPOSED OF OFF THE SITE T B D Y THE AS TO 3 16R 20 -0, W C ONSISTING OF AMMONIUM LIED AT PHOS
RATE OF SU ( ) 497 -3460 N
PHONE: 949 L0 ENGINEERING OF THE DISCOVERY. GRADING LEAVE THE AREAS THAT HAVE
BEEN CLEARED WITH A NEAT 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE 1 1 • THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK
OPERATIONS WILL NOT RECOMMENCE UNTIL THE AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. FOR A PERIOD OF ONE YEAR AFTER THE
DATE OF ACCEPTANCE OF SOILS EPIGMVEER'S CERTIFICATE �
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED RATE OF 500 LBS. PER ACRE. THE WORK
BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR
THE DIRECTOR OF ENGINEERING TO DO S0. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR
TO ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE I, S. ID'S. Slwitia A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
M
THE DISPOSAL OF ANY SUCH MATERIAL. HYDROSEEDING BY: DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND 160 'EARTHWORK QUANTITIES ARE ESTIMATED FOR 6. PRIOR TO HAULING DIRT OR
CONSTRUCTION MATERIALS TO i. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD STUDY
OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY I�
PERMIT PURPOSES ONLY. (CALCULATED ON A ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE
WHATSOEVER DIRECTION BETWEEN THE DATES AND q - 3o-co. ONE COMPLETE COPY OF THE SOILS
THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL COMBINATION OF TO THE OWNER, EXCEPTING
ORDINARY WEAR AND TEAR, UNUSUAL REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
DUE TO SHRINKAGE OR SWELL FACTORS) FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. A. TRACK WALKING SLOPES STEEPER THAN 6:1 ABUSE
OR NEGLECT. OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY O
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND B. RIPPING AREAS THAT WILL NOT BREAK UP USING THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS RE, THIS PROJECT HAVE BEEN (p
B. NOTIFICATIONS REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH ITEM "A" ABOVE. 12. WASTEWATER DISCHARGE PERMITS AND PLUMBING
PERMITS ARE INCORPORATE HE G G PLANS ECIFICA
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY REGARDS TO THE HAULING OPERATION. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE
FOR REQUIRED PRIOR TO CONNECTION TO SYSTEM.
D. LANDSCAPING PLANTING BY: SIGNED grnl' _
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE :
A
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ACCORDANCE WITH PLANS APPROVED BY THE CITY A. ADJUSTING THE SURFACE SOIL MOISTURE TO 13.
CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING �w"' ° No.asna
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ENGINEER. PLANS SHALL CONFORM TO THE CITY OF B PROVIDE A DAMP BUT NOT SATURATED SEED
BED. SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RCE No.: L EXP DATE: 11 -7911-08 oS � Exp.12 -os
ENCINITAS GRADING ORDINANCE AND ALL ADOPTED
LANDSCAPE AND IRRIGATION STANDARDS.
B. THE ADDITION OF SOIL AMENDMENTS, PH RIGHTS- OF- WAY.
THE CONTRACTOR IS REQUIRED TO TAKE DUE ADJUSTMENT, LEACHING OR COVERING SALINE SOILS SIGNED: CIVI1 Pte
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 14. CONTRACTOR SHALL FURNISH AND INSTALL,
PER SPECIFICATIONS, TF�FGA
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT 2. FINISHED GRADING AND PLANTING SHALL BE 5. HYDROSEEDED AREAS SHALL BE MAINTAINED
TO PROVIDE A THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION CEG No.: �� EXP DATE: 8 3 � O V
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR TAPE ABOVE ALL PUBLIC SEWER LINES,
AND PORTIONS OF SEWER
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LATERALS LOCATED WITHIN PUBLIC RIGHT- AND OR EOF SEWER Z
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND BETWEEN OCTOBER 1 AND APRIL 15. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
STATEMENT OF ENGINEER OF WORK
LOCATION OF UTILITIES AND NOTIFICATION OF E. EROSION CONTROL PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED
COMMENCEMENT OF WORK: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT VERN AND ALL SECURITY RELEASED. 1 5• THE DEVELOPER MAY BE
REQUIRED TO GRADE AN ACCESS ROAD TO THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
MAYO 760 WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION.
415 -4478. H. EROSION CONTROL MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS THE ENGINEER FURTHER AGREES
THAT THE WORK PERFORMED HEREIN SHALL BE IN ACORDANCE WITH
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES.
Z
AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS THE
BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EASEMENTS TO MAINTAIN THE PUBLIC
SEWERS. RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN IT'S CAPACITY AS A PUBLIC ENTINTY L1L1
f✓ SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS 17. NEW SEWER MAINS
LESS THAN 36 INCHES IN DIAMETER SHALL BE FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS FOR LV
ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, INSPECTED BY CLOSED
CIRCUIT TELEVISION AFTER COMPLETION OF THE TECHINICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS AND BONDED FIBER MATRIX.
EMINENT TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE
PLANS OR DESIGN OF IMPROVEMENTS BASED Z
PROPOSED . 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING.
THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
LOT 3 SS LATERAL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR WET WEATHER. (, CONTRACTOR
SHALL PROVIDE FOR TELEVISION INSPECTION. (SEC. OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM
MODIFIED WITHOUT APPROVAL OF THE ENGINEERING
LOT 4 Z
3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF , OR OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES L1L)
INSPECTOR. 306 - 1.4.8). THE NEGLIGENT ACTS, ERRORS
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT 18. CONTRACTOR MUST
CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO WORK PERFORMED BY THE ENGINEER
DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CHANNELS
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