2007-698 G (Plans) B. NOTIFICATIONS SEWER NOTES ENVIRONMENTAL NOTES: LEGAL DESCRLP77ON
A. GEN SOUTH HALF LOT 14 IN BLOCK 'U OF ENCINITAS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES (ENCINITAS SANITATIONDISTRICT) 1. THE STEEPEST EXISTING SLOPE IN THE GRADED
AREA IS N/A HIGHLANDS, ACCORD NG TO MAP THEREOF NO. 2141,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A ALL WORK SHALL BE DONE
IN ACCORDANCE WITH THE STANDARD (EXCLUDING ANY EXISTING MAN MADE SLOPES)
FILED IN T,iF r'�F_OE OF THE COUNTY
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
(LATEST EDITION), OF SAN DIEGO Or SAN DIEGO COUNTY, DECEMBER
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN THE SAN DIEGO STANDARD SPECIAL
PROVISIONS TO THE STANDARD 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4' AND THE MAXIMUM 4, 1928.
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE
VERTICAL HEIGHT OF FILL IS 0.1'
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SAN DIEGO REGIONAL STANDARDS COMMITTEE! THE SAND DIEGO -
-
341 -Gu
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY REGIONAL STANDARD DRAWINGS (LATEST
EDITION) AND THE FOLLOWING 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) 1.7
•� •t •• CJO
REQUEST FOR INSPECTION. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES SPECIAL PROVISIONS.' OF CUT AREA OF CUT (S. F.)
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SITE ADDRESS
2. THE SOILS REPORT TITLED 'REPORT OF PRELIMINARY GEOTECHNICAL RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 1. TRENCH WIDTH SHALL BE
PER SDRSD No.S -4 UNLESS OTHERWISE B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) 0. 1' 1075 CORNISH DRIVE
INVESTIGATION PROPOSED RESIDENTIAL ADDITIONS, 1075 CORNISH DRIVE, CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR NOTED. OF FILL
AREA OF FILL (S. F.) ENCINITAS CA 92024
ENCINITAS CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING, STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
PROJECT NO. CWE 2070538.01 DATED SEPTEMBER 13 2007 SHALL BE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF 2. PIPE AND BEDDING CONDITIONS:
OWNER/PER1v1IT�'EE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING WORK: (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED SAN
WATER DISTRICT NOTES d
LL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND ROCK BENEATH THE PIPE. JODY S ANTA D
SHALL. 449 SANTA CA DRIVE 902 #228
SPECIFICATIONS CONTAINED IN SAID REPORT. A. SEWERS - ESD (800) 422 -4133 - DIG ALERT
(8) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER OISTRTCT DOES NOT
ENCINITAS, CA 92024
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT PIPE TO 12 INCHES MINIMUM
AB GRAVEL OVE THE PIPE SHALL BE SAND, CONSTITUTE REPRESENTATION AS TO THE ACCURACY O, THE LOCATION 760.942.7559
SIZES, AL OF AND TYPE OF DRAINAGE CONSTITUTE NOR OF ., CRUSHED AGGREGATE, NATIVE FREE - DRAINING OF, OR THE EXISTENCE OR NON-
EXISTENCE OF, ANY UNDDERGROUND UTILITY
,
IMPROVEMENTS K17HIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - SDWD (800) 422 -4133 - DIG ALERT GRANULAR MATERIAL HAVING A SAND EQUIVALENT
OF 3O OR BETTER. PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN STIMATED EARTHWORK QUAIIVTITIES 61
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT (C) P.V.C. AND A.B.S. ABS SOLID WALL PIPE BEEPING
FROM BOTTOM
ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE
OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 2,
INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD
400 CUBIC YARDS EXCAVATION (CUT)
f `
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - COX (800) 422 -4133 - DIG ALERT
`9
WHERE PIPE INVERT GRADES ARE 1X OR GhcATF,R. VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN !0 FEET 0
CUBIC YARDS EMBANKMENT (FILL)
GRADING. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 3. AFTER COMPLETION OF PIPE
LAYING, ALL MAIN LINE SEWERS, ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN 400 CUBIC YARDS EXPORT*
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633 -2770. SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED
IN WRITTEN PERMISSION 3Y SAN DIEGUITO WATER DISTRICT.
THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE REMEDIAL GRADING VOLUME ='150 CY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 3. CONTRACTOR AND OWNER ARE
RESPONSIBLE TO RELOCATE AND /OR ADJUST
REPAIRED TO CONDITION EXIS77NC PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR TO GRADE ANY EXISTING
WATER FA :P.TTY (FIRE HYDRANT, METERS, VALVES, UTILITY
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER VALVE
BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED ESTIMATE DOES NOT INCLUDE STRIPPINGS,
E RESPONSIBLE THAT ANY MONUMENT OR WL THOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO SDRSD No.S -17. POURED IN PLACE MANHOLE BASES SHALL BE
A WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
S. THE DEVELOPER SHALL MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. COMMITTEE (WASC) STANDARDS. IF FACILITIES
DO NOT MEET STANDARDS, REQUIRED BY SITE CONDITIONS
BENCH MARK WHICH L DISTURBED OR DE THAT A SHALL BE RE- REJECTION AND REMOVAL.
ESTABLISHED AND REPLACED BY A REGISTERED c LNG /PEER PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH
COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
OR A LICENSED LAND SURVEYOR. SOILS ENGINEERS CERTIFICATE EXPENSE. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
5. THE CONSTRUCTION OF 4 -INCH SEINER LATERALS SHALL dt PER �• ARE CORRECT PRIOR TO COMMENCEMENT OF
WORK.
Z THE CONTRACTOR SHALL DESIGN, UONSIRUCT AND MAINTAIN ALL SDRSD Nos.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE 4. UTILITIES
TO MAINAIN MINIMUM 5 -FOOT SEPARATION WHdJ"PARALLELING
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE I, C w*Aer'ij.�NAdriAN A REGISTERED CIVIL ENGINEER IN THE STATE OF DIRECTLY INTO MANHOLES.
WATER SERVICES. EARTHWORK QUANTITIES ARE ESTIMATED FOR
TESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 6. THE CONSTRUCTION
OF CONCRETE ANCHOR WALLS SHALL BE PER PERMIT PURPOSES (CALCULATED DNA
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND MECHANICS, HERESY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SDRSD No.S -10, TYPE A.
5. MINIMUM HORIZONTAL SEPARATION OF 1 A ULTS. D BETWEEN FIRE THEORETICAL BASISS. . A A DUE TO SHRINKAGE OR SWELL FACTORS)
QUANTITIES MAY VARY
REGULATIONS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY HYDRANTS AND SAN LJIEGO GAS AND ELE TRIC VAULTS.
DIRECTION BETWEEN THE DATES a Mnn- L"t AND Jkar ta7 ONE C OMPLETE 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH
R. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112)
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY MINIMUM COVER.
ti. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS UiHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARALLEL
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I AND LATERALS SHALL BE
SHOWN ON ORIGINAL AS -BUILT PLANS, THEY ARE SERVING. LEGEND
NG" ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAY. HAVC: REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE PRIOR TO ACCEPTANCE OF WORK.
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE S. D. R. S. D. =SAN DIEGO REGIONAL STANDARD
DRAWINGS
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN INCORPORATED IN THE AADING PLANS AND SPECIFICATIONS. 9• ALL DESIGN CHANGES
OF SEWER MAINS SHALL BE APPa0Vt0 BY THE OWNERS CERTIFICATE
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE 7 0,4
PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SIGNED: �� L /3/ �= :. , PUBLIC USE. LOT LINE
GRADING CONTRACTOR AND PERMITTEE THE PREGRADE MEETING -`•' - IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES
TO
<; g6 "., ;':; 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INS TAI- THESE PLANS. Nlr CONTOURS
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN - -.:'` LATION. EXIST2� =55
ADVANCE BY CALLING (760) 633 -2770. ,( 5 11. THE CONTRACTOR SHALL NOTIFY THE: DISTRICTS FIELD OPERATIONS IT IS. FURTHER AGREED
THAT THE OWNER (DEVELOPER) SHALL HAVE A EXISTING EASEMENT - - -- - -
EXP. DATE: 9 -76- ..Rz.,6;,zss' DIVISION 48 HOURS IN ADVANCE 0," BEGINNING WORK TO ARRANGE EGI:TERED CIVIL ENGINEER MAKE
SUCH CHANGES, ALTERATIONS OR
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CHRISTIAN WHEELER ENGINEERING u _ E'
.
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE u� �;; ''! FOR INSPECTION OF PROJECT. (760) 633-2770. ADDITIONS TO THESE
PLANS WHICH THE CITY ENGINEER DETERMINES PROPOSED CONTOURS , 255
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 4925 MERCURY STREET *� ;.ryIF�` 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE
CITY S ENGINEERING ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
SAN DIEGO, CA 92111 �F� - f THE IMPROVEMENTS. EXISTING G -2 CURB & GUiitR
CI(Y ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 858.496.9760 1,,,,! SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY
S Y? IMPOSE WITH REGARDS TO R EQ U IRE M ENTS
HAULING E ` "'« "• RIGHF OF WAY. CENTERLINE
CITY ENGINEER MAY -
CITY EN PROJECT NO. CWE 2070538.01 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL I HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER 'OR
WORK FOR A PERIOD OF ONE YEi.R AFTER THE DATE OF ACCEPTANCE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE EXISTING
SEWER MAIN
ION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OVER ALL.GRADING
ACTIVITY AND ADVISE OF THE COMPACTION EXISTING WATER MAIN -
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL D. EROSIONCONTROL OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH
AND STABXLITY OF THE SITE.
RELEASE OF SECURITY WORKMANSHIP AND/OR MATERIALS WITHIN THE YEAR PERIOD
AND AS- GRADED CERTIFICATION SHALL 9E 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MAY BE DISPLACED IN SO DOio I THAT MAY Pk'VE, DEFECTIVE
IN EXISTING SEWER SERVICE - -- -
PROVIDED STATING. THE GRADING UNOF•R PERMIT NO. 698 -G JODY DUNFORD AT 760.942,7559 (24 HOURS) FROM DATE OF ACCEPTANCE WITHOUT EXPENSE
WHA TSOEVER EXISTING WATER SERVICE
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE MIN THE -`,
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE TO THE OWNER EXCEPTING ORDINARY
WEAR AND TEAR, UNUSUNL ��^ (��n . L/
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 ABUSE OR NEGLECT.
a
_ n ) x 7 LIMITS OF GRADING W W
DATE AND SIGNATURE OF THE CIVfL ENGINEER WHO CERTIFIES TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED 14. CONTHACTOR SHALL FURNISH
AND INSTALL, •PEd SPECIFICATIONS, JODY 1 INFO DATE DRAINAGE DIRECTION
SUCH GRADING OPERATION. ON SITE ON OC70LFR I AT CONVENIENT LOCATIONS TO FACILITATE THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION
449 SANTA FE DRIVE #228
RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMIN -NT. TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER ENCINITAS,
CA 92024 EXISTING AREA DRAIN
C. GRADING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY, OR EASEMENTS.
EXISTING TOE OF SLOPE ' - -_
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. STATEMENT OF ENG OF WORK
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 15. FOR SEWER LATERAL TABLE SEE SHEET 2.
4. THE CONTRACTOR SHALL RE °'TORE ALL EROSION CONTROL DEVICES LANDSCAPED BMP AREA NOT TO
SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SH,.:L 1i. AS- BUILT" DRAWINGS MUST BE SUBMITTED ,AI.•)R TO FINAL THE
UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE BE MODIFIED WITHOUT PERMISSION
-- - -
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
INSPECT AND TEST THE EXCAVA110N PLACEMENT AND COMPACTION , ACCEPTANCE OF WORK. ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
STANDARDS AND FROM THE CITY OF ENCINITAS.
OF FILLS AND BACKFILLS AND Cl MPACTION OF TRENCHES. /SHE AFTER EACH RUN OFF PROL JCING RAINFALL.
'S 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO PRACTICES OF THE ENGINEEER TRADE
OR PROFESSION. THE, ENGINEER (GRASS OR OTHER LANDSCAPE MATERIAL)
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE 5: THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER D MAINTAIN ANY PUBLIC SEWERS CONSTRU TED WITHIN EASEMENTS FURTHER AGREES THAT THE
WORK PERFORMED SHALL '= IN
DUE TO
i;1E SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ' AND MAY BE F"Q111RED TO DEDICATE AODITIONAL ACCESS ACCORDANCE WITH
THE RULES AND REGULATIONS REQUIRED BY THE CITY
GRADING OPERATIONS HE /SHE SHALL. STATE THAT OBSERVATIONS AND UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCG.WSTANCES EASEMENTS TO MAINTATN THE PUBLIC
3EWF ?P OF ENCINITAS. THE ENCTMEER AGREES THAT ANY ^LANCHECK OR REVIEW AC OVER CLASS II AB �-
TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVI,;InN AND WHICH MAY ARISE. PERFOMED BY THE CITY OF ENCINITAS IN ITS
CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED 3Y THE �NGINEEA IS NOT A FILTER FABPTC WRAPPED 6"
THAT IN HISIHER OPINION, ALL EMBANKMENTS AND EXCAVATluP43 WERE 18. WASTEWATER DISCHARGE PERMITS AND P.' �MbIN: PERMITS ARE
_
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE REQUIRED PRIOR TO CONNECTION
TO SYSTEM.
AND THAT ALL EMBANK.MENT� AND EXCAVATIONS ARE ACCEPTABLE FOR NECESSARY PRECAUTIONS TO PREVENT PUBLIC F,rESPASS ONTO ' DETERMINATION
BY CITY OF ENCINITAS OF THE TECHINICAL PERFORATED r'VC SUBDRAIN
AND I T THEREFORE DOES NOT RELIEVE THE E NGINEENEEH
THFIR INTENDED USE. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. i IENCY OR ADEQUACY OF PLANS ," WIDE -CHANNEL
DRAIN
AND r7 r i- RESPONSIBLIITY 12
Z ALL ERO�ION CONTROL MEASURES PROVIDED PER THE APPROVED FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED L;-IEAEON. THE
M.•1
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PENDING GRADING PLAN SHALL BE INCORPORATED HEREON. ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF 1" WATER SERVICE W/ 1" METER PER
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
OF WATER. HE /SHE SHALL CONTROL SURFACE WATER ANn AVOID 3. GRADED AREAS AROUND THE PROJECT PEHIMETER MU DRAIN AWAY ENCINITAS
AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY WS -01 & WC -17
DAMAGE OR BODILY INJURY RAISING SOLELY FROM THE NEGLIGENT ACTS,
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WOkK ON THE FROM THE FACE OF SLOPE AT THE CONCI USION OF EACH WORK DAY
SIFE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION ERRORS, OR OMISSIONS OF THE ENGINE. =R AND HIS /HER AGENTS OR
3. ALL REMOVABLE PROTECTIVE DEVICES. SHOWN SHALL 4� 'N PLACE EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY
AND
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURE i HAVE BEEN AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN EMPLOYMENT AND ARISING
OUT OF THE WORK PERFORMED BY THE ENGINEER.
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409x). SILT
INSTALLED. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 10. SHOULD GERMINA77ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD EFFECTIVE COVERAGE OF GRADED SLOPES (909• COVERAGE) PRIOR BY'
SPFCIFICATIONS. ALL VcL;ETABLE MATTER AND OB,FCPONABLE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH BRIAN M. ARDOLINO
DATE
cl
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 `''
Col
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM OF CALIFORNIA DEPARTMENT OF CONSERVA770N. RCE No. 71651 Q POFESSIp
Aq = = ST, N 9 ��
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCAR FIED TO ZGHACC F` ENCINITAS
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 LANDSCAPING ti T
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PASCO ENGINEERING INC.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 535 N. COAST HIGHWAY
101 w m ND. 71651 0 ST•
ACCORDANCE WITH SPECIFICATIONS. WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL SOLANA BEACH CA, 92074 Exp. 1?/31/0
,"n' a C STREET
o
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND �' 9
4. CUT .AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. PE 1605 �t
I"t o d c D
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS �'r CIVIL ��Q z a a
S c� o
SECTIONS. THE SLOPES OR EXCAVA110NS AND EMBANKM "NTS PLANTED AND TRIMMED AS DIRECTED BY 2, FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
S LOPES r q� OF CAS
y m m �
SHALL BE SHAPED, SLOPES PRIOR TO OCTOBER 1 On R Ih,,,�uIAT��., , � U PON PO N COMPLETION
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OF ANY SLOPES GRADED BETWEEN OCTOBER 1 ANU APRIL 15.'
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE z F c k
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
szf
Or. THE TOE AND TOP OF ALL SLOPES SHALL W.* ROUNDED IN ~
ACCORDANCE WITH THE GRADING ORDINANCE.
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