2007-562 G (Plans) 1
HYDROSEED NOTES :' EGAL DESCRIPTION
B. NOTIFICATIONS 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ENVIRONMENTAL NOTES: PARCEL !AND PORTION OF
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
A. GENERAL ARE GRADED 6:1 (HORIZONTAL TO VER OR STEEPER 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
PARCEL 2 OF PARCEL MAP 11149
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A WHEN THEY AREA:
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR A. THREE FEET OR MORE IN HEIGHT IN FILL
AREAS (EXCLUDING ANY EXISTING MAN MADE SLOPES).
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN B. FIVE FEET MORE IN HEIGHT
IN CUT AREAS UNLESS A.P.N.: 259- 121 -2s AND THE MAXIMUM
EROSION RESIS CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: SLOPE IS NOT
CT TO EROSION DUE TO THE 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4' CHARACTER OF THE MATERIAL AS VERTICAL HEIGHT OF FILL IS 0.1'
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM APPROVED BY THE CITY ENGINEER = ►SITE ADDRESS
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY .
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF 3. A.) AVERAGE DEPTH VOLUME OF CUT (C.F.) 1 7
REQUEST FOR INSPECTION. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF
OF CUT AREA OF CUT (S. F. 1302 ENCINITAS BLVD
2. THE SOILS REPORT TITLED 'YEOTEC}WICAL PAVEMENT INVESTIGATION LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S THE HYDROSEEDED GROWTH.
= 0 ! , ENCINITAS CA 92024
RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.)
PF D PAVING U_EVAR[j EN EXISTING PARKING LOT F ARED F �Ad CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 3. HY DRO S EE DI NG SEED MIX
SHALL MIX SHALL CONSIST OF ALL THE FOLLOWING: OF FILL AREA OF FILL (S. F.) O�
l3D2 ENCINITAS �ULEVARD, ENCINITAS CALIFCNaM1U" PREPARED A. SEED MIX SHALL CONSIST OF NO LESS THAN,
BY VINkE & MMAxETC N ENGIiEERDA INC. PRajECT NO. 07 -201 -P STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 1. 20 LBS PER ACRE
OF ROSE CLOVER
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF ANN HAFLOFF OWNER
GATED MAY 7, 2007 SHALL BE CONSIDERED AS A PART OF THIS 2. 20 LBS PER ACRE OF ZORRO FESCUE OFF
WORK: J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA CHEVROLET, SWING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE WORK: DIEGUll10 WATER DISTRICT NOTES s3Q2 ENCINITAS BLVD
WITH TIE FECOMETDATIGNS AID SPECIFICATIONS CONTAINED IN 4 . 4 LBS PER AC
SAID FEFWaRT A. SEWERS - LWD (800) 422 -4133 -DIG ALERT RE OF ACHILLEA MILLEFOLIA ENCINITAS CA
92(',24
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 1 REVS OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC - SDG&E (BOO) 422 -4133 - DIG ALERT 6. 112 LB PER ACRE OF
DIMORPHOLECA CONSTITUTE REPRESENTATION AS TO THE ACCLHACY OF, THE LOCATION
7. ITEMS C, DE AND F OF THIS SUBSECTION MAY
SIZESS, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF BE OMITTED ON LOCATIONS WHERE THE AREA BEING OF DR THE EXISTENCE OR
NON- EXISTENCE OF ANY LNOE MAtiD UTILITY,
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - SDWD (800) 422 -4133 - DIG ALERT HYDROSEEDED IS NOT VISIBLE FROM EITHER
A PIPE OR STRUCTIRE WITHIN THE LIMITS OF THIS PROTECT. ES7W EARTHWORK QUANTP=
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN PUBLIC STREET OR RESIDENTIAL STRUCTURES.
CONJUNCTION WiTH IMPROVEMENT PLANS. D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT 8. ITEM A OF THiS SUBSECTION MUST BE INOCULATED
2• ALL EXISTING FACILITIES M41CH MAY AFFECT FINAL CESIGN I.E. LINE 0
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT WI
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SIZE TH A NITROGEN FIXING BACTERIA AND APPLIED CROSSI'A LINE PARALLELING
OR PROPOSED CONNECTION SHALL BE FIELD 150 CUBIC YARDS EXCAVATION (CUT)
DRY EITHER BY DRILLING OR BROADCASTING VERIFIED. ALL EXISTING OR PROPOSED UTILITY CFAWZVS WITHIN 10 FEET 150 CUBIC
YARDS EMBANKMENT (FILL)
GRADING. BEFORE DYROSEEDING. DF PROPOSED WATER WAT MAINS SHALL BE SHOWN ON IAPAOVEAENT PLANS.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 4B g, ALL SEED OS ERULS SHALL BE TRANSPORTED TO ELECTRICAL- MO SEWER TO
CFIOSS LIAR WATER MAINS LAWLESS GIVEN 0 CUBIC YARDS EXPORT*
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PAIOA TO BEGINNING ANY WORK ON THIS PROJECT. THE J ROBS TE IN UNOPENED CONTAINERS
WITH THE WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE. (760) 533 -2770. CALIFORNIA DEPARTMENT OF FOOD AND
REMEDIAL GRADING VOLUME _ 1700 CY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AGRICULTURE CERIIFlCAITON TAG ATTACHED 10, OR 3. CONTRACTOR AID OWNER ARE
RESPONSIBLE TO RELOCATE AALD /0R A AST
REPAIRED TO CONDITION EXISiM/G PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PRINTED ON SAID CONTAINERS.
TO GRADE ANY EXISTING WATER FACILITY (FIFE HYDRANT, METERS VALVES,
INSPECTION. PHONE.' (760) 633 -2770. ALL WORK PERFORMED 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED VALVE BOXES ETCJ
WHICH IS AFFECTED BY THEIR PROTECT. ALL AFFECTED ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO TO THE HYDROSEED SLURRY AT
THE DISCRETION OF WATER FACILITIES MUST MEET CLFFENT WATER AGENCIES' STANDARDS TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. HE CONTRACTOR. COMMITTEE (WASC) STANDARDS.
IF FACILITIES DO NOT MEET STANDARDS, REQUIRED BY SITE CONDITIONS
T
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER THE 1 MULCH APPLIED AT THE RAZE OF NO THEN THEY SHALL BE LPGRADED
TO CURRENT STANDARDS AT THE LIMNERS B.
OR A LICENSED LAND SURVEYOR. LESS TH
MULCH A LIE PER ACRE. TYPE 6 MULCH EXPENSE. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
SOILS ENGINEERS CERTIFICATE (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR ARE CORRECT PAIOA TO COMMENCEMENT OF WORK.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL UTILITIES TO MMINAIN MINIM
HYDRAULICALLY APPLIED FIBER MATERIAL. WHE MINDEN 5-FOOT SEPARATION MfN PARALLELING
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE I, A REGISTERED CIVIL ENGINEER IN THE STATE OF STRAW IS USED IT MUST BE ANCHORED TO
THE WATER SERVICES. EARTHWORK QUANTITIES ARE ESTIMATED FOR
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CAL A, ALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL SLOPE BY MECHANICALLY PUNCHING
NO LESS THAN PERMIT PURPOSES ONLY. (CALCULATED DNA
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 50% OF THE STRAW INTO THE
SOIL. 5. MIND" HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIFE THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
REGULATIONS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY C. FERTILIZER CONSISTING OF AMMONIUM HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS. DUE TO SHRINKAGE OR SWELL FACTORS) .
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) DIRECTION BETWEEN THE DATES 9=f�D7 AND b -7 -OZ 4. A . ONE COMPLETE PHOSPHATE
SULFATE, 16 -20 -0, WHITH 15X SULFUR 6. ALL WATER SERVICE'S TO BE CONSTRICTED CLEAR O DRIVEWAYS AND ALL
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NNOOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY APPLIED AT THE RATE
OF 500 LBS PER ACRE. OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARALLEL
CONDUCTED BETWEEN THE FO HOURS OF 5:30 NC AND 7:30 A.M. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY A REAS TO BE HYDROSEEDED
SHALL BE PREPARED PRIOR TO LEG
ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I HYDROSEEDING BY. THEY ARE SERVIND.
NOR ON SATURDAYS, SUNDAYS AND LY Y TY RECOGNIZED HOLIDAYS. HAVE REVIEWED THESE GRADING PLANS AND CEA HA THE A. ROUGHENING
THE SURFACE TO BE PLANTED BY ANY OR S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A ('REGRADING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE A COMBINATION OF.
OWNERS CERTIFICATE
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE BEEN INC PORATED THE DI NS AND SPECIFICATIONS. 1. TRACK WALKING SLOPFS STEEPER THAN
6:1.
MEETING
- S B INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, Z RIPPING AREAS THAT WILL NOT BREAK UP USING
PR E S ENT . NG CONTRAC AND P CIVIL ENGINEER, THE OILS ENGINEER, MEETING SIGNED' Q� FE IpN ITEM 1 ABOVE. IT IS AGREED
THAT FIELD CONDITIONS MAY REQUIRE C}6ANX,ES TO LOT LIME
SHALL BE SCHEDULED iMTH IHE'CITY AT LEAST 48 HOURS IN SpMSAM < B. CON
NG B Y: THE SOILS SO THAT IT IS SUITABLE FOR
RCE NO ESE PLANS.
.: 4!.174 PL
� ANTI B EXISTING CONTOURS
ADVANCE BY CALLING (760) 633 -2770. yL v 't 1. ADJUSTING THE SURFACE SOIL MOISTURE TO IT IS FURTHER AGREED THAT THE OWNER
(DEVELOPER) SHALL HAVE A EXISTING EASEMENT
EXP. DATE: l�- 3 / -NA w REGISTERED CIVIL ENGINEER MAKE SUCH C;li�INGES A LTERATIONS OR
+* PROVIDE A DAMP BUT NOT SATURATED SEED BED.
10. PRIOR TO HAULING DIRT OR CCNVSIRUC7ICNN MATERIALS TO ANY No. 4b'7�
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE VINJ.E & MIDDLETON ENGIMEERM INC. 2 Exp. 12- 3 +.-Oa Z THE ADDITION OF SOIL AMENDMENTS,
PH ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DE7EFP41WS PROPOSED CONTOURS 255
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 2450 VINEYARD AVER E SUITE 102 ADJUSTMENT, LEACHING OR COVERING SALINE ARE NECESSARY
FOR ANQ DESIRABLE FOR THE PROPER COMPLETION CN
v-
ESCONDIDO, CA 92029 SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. TIE IMPROVEMENTS• EXISTING G -2 CIARB &
GUTTER
CITY ENGINEER OR ALL CO POS ES AND R E D ROUTE. THE DE THE 763.743.12!4
SHALL COMPLY W F
C ENGINEER MAY IMPOSE WITH REGARDS THE HAULING HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS CENTERLINE
S PF&ECT NO. 07 -201-P GROWTH UNTIL THE PROJECT iS PERMANENTLY LANDSCAPED OR, FOR I HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER OR _.,
AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE EXISTING
SEWER MAIN
O ITY E ION.
11. UPON FINAL COMPLETION o THE WORK UNDER THE GRADING THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. OVER ALL GRADING
ACTIVITY AND ADVISE OF THE COMPACTION EXISTING WATER MAIN -
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL D. EROSION CONTROL AND STABILITY OF THA SITE. EXISTING SEWER
SERVILE - - - ---
RELEASE OF SECURITY AND AS- GRADED CERTIFICATION SHALL BE
� 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PROVIDED STATING: THE GRADING UNDER PERMIT NO. ANN HARLOFF AT (760) 753 -F301
(24 HOURS) NPDES STATEMENT /SPECIAL NOTE EXISTING WATER SERVILE -- ....
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 1/ ' � o
APPROVED GRADING PLAN OR AS SHOWN ON 7HE ATTACHED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE WDID N3: 9 3 �Ca'1�tE9
DAT LIMITS OF GRADING w
AS- GRADED PLAN O . THIS STATEMENT SHALL BE FOLLOWED BY THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 A
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED DEVELOPMENT OF THIS PROJECT
SHALL COMPLY WITH ALL REQUIREMENTS OF � �•� DRAINAGE DIRECTION -y
SUCH GRADING OPERATION. ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS 10 FACILITATE STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER
NO. 99 -08 -DWG 1302 ENCINITAS BLVD "
RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN iS IMMINENT. (N. P. D. E. S. GEANERAL PERMIT NO. CAS000002) , WASTE DISCHARGE ENCINITAS
CA 92024 EXISTING AREA DRAIN
C. GRADING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH
EXISTING TOE CE SLOPE
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PF.F)ATT, A STORM
1. ALL GRADING SHALL BE I
ER HI i S/H H ER DIRECTION. AND 1ES1ED BY A QUALIFIED THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES WATER POLLUTION PREVENTION PLAN
(SWPPP) AND A MONITORING PROGRAM LANDSCAPED BMP AREA NOT TO
INSPECT AND LEST THE EXCAVATION PLACEMENT A
SOILS ENGINEER OR UNDER HI STAT'E11g�VT OF WORK TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER PLAN
SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WI TH THE BE MODIFIED WITHOUT PERMI
C O SHALL 4. AFTER EACH RUN OFF PRODUCING RAINFALL. COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE FROM THE CITY OF ENCINITAS.
OF FILLS AND BACKFlLLS AND COMPACTION OF TRENCHES. HE/SHE NOTICE OF INTENT (NOI) WILL BE FILED WITH THE SWRCB. A COPY OF ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND (GRASS OR OTHER LANDSCAPE MATERIAL
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL THIS PROJECT SHALL BE FILED
WITH CITY OF ENCINITAS WHEN RECEIVED. PRACTICES OF THE ENGL\EEERS TRADE OR PROFESSION. THE ENGINEER
THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO FURTHER A COPY OF THE COMPLETED
NOI FROM THE SWRCB SHOWINF THE FURTHER AGREES THAT THE WOW PERFORMED HEREIN SHALL BE IN 3" AC OVER CLASS II AB
GRADING (OPERATIONS HEI�SHE SHALL STATE THAT OBSERVATIONS AND UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES PERMIT NUMB_,? FOR THIS PROJECT
SHALL BE FILED WITH THE CITY OF ACCO WITH THE ALLES AND REGLLATIOJ6 REQUIRED BY THE CITY
TESTS WERE MADE BY HIMIHER OR UNDER HIS/HER SUPERVISION AND WHICH MAY ARISE. ENCINITAS WHEN RECEIVED. OF ENCINITAS. THE ENGINEER
AGREES THAT ANY PLANCHESC OR REVIEW
THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
THE ENCINITAS
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER 6. THE CONTRACTOR SHALL
BE RESPONSIBLE AND SHALL TAKE ENTir F BY THE CITY OF PARED BY THE ENGINEER IS NOT A
ENCINITAS IN ITS CAPACITY AS A ER IC CONSTFRUCT G -2 CURB & GUTTER
AND THAT ALL EMBANKMENTS ANO EXCAVATIONS ARE ACCEPTABLE FOR NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO PORTION OF THE PROPERTY COVERED
BY THIS GRADING PE
' A ( R MIT N0. 325 -G, OF ANY FTHE PLANS
DE T ER MINA T ION BY THE CITY C IDS PRE
" MEIN INTENDED USE. AREAS WM1EN IMPOUNDED WATERS CREATE A HAZARDOUS CONDO LION. FI DEERA OF 1'ECHINIC,AL FILTER FABRIC
WRAPPED 6"
AND BY SWRCB ORDER NO. 99 -OB -DWG, AND ANY SUBSEQUENT AMENDMENTS SLAFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
PERFORATED PVC SUBDRAIN
CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED THERETO, SHALL COMPLY WITH SPECIAL PROVISION
AS SET FORTH IN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF FESPONSIBLIITY 12" WIDE CHANNEL DRAIN
2. THE CONTRA
SURFACES 1 PROVIDE POSITIVE DRAINAGE AND PREVENT PENDING GRADING PLAN SHALL BE INCORPORATED HEREON. SECTION C.7 OF SWRCB ORDER NO. 99 -OB -DWG.
FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
E SHALL CONTROL SURFACE WATER AND AVOID 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY EN LTA AGREES TO INDE
AND HOLD HARMLESS THE CITY a
OF WATER. HE
/SH IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR ENCINITAS AND ITS OFFI AGENTS, AND EMPLOYl3 =S FF'raMl
PROPERTY PCC GROSS GUTTER
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY WITH AND IMPLEMENT REQUIREMENTS
OUTLINE WITHIN THE CALIFORNIA DAMAGE OR BODILY DkWY ARISING SOLELY FROM THE NEGLIGENT ACTS,
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION g ALL R PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE COASTAL COMMISSION CONS AL PERMIT
NO. 00 -251 ERRORS OR OMISSICNNS OF THE ENGINEER AND HIS /HER AGENTS OR RIP RAP ENERGY DISSIPATER
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN EMPLOYEES ACTING
WITHIN THE COLr:SE AND SCOPE OF SLCH AGENCY AND ^
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40t)) SILT ^ EMPLOYMENT ARISING OUT
OF THE WORK PERFORMED BY THE ENGINEER. WING TYPE HEADWALL O D
INSTALLED. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. , I
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE BY. _
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE ) PRIOR 7] I4
3o ALL VEGETABLE MATTER AND OBJECTIONABLE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WI
Cif�ER W. J l / O
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SEC77ON 35.023 1 302 EN W. JUSTIN
DATE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE 1302 E AS BLVD
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM OF CALIFORNIA DEPARTMENT OF CONSERVATION. ENCINITAS AS CA 92024
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO RCE NO 58964 p� S.T
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 LANDSCAPING
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO i7
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT !. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
ACCORDANCE WITH SPECIFICATIONS. 535 N. COAST H IGHWAY !0! ENGINEERING INC. co v r� LEUADIA &W WITH PLANS
APPROVED BY THE CITY ENGINEER. PLANS SHALL 535 v
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND SOLANA BEACH CA,
92074 `i Exp. 12%31%01
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM GROSS ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
PE 120c �r �
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
d
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION �4'
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OF ANY SLOPES GRADED BETWEEN OCTOBER ! AND APRIL 15. OF G
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
$
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
0
ACCORDANCE WITH THE GRADING ORDINANCE.
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF &CDCTAS B-w
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 APPROVAL OF LOCATION OF
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
STY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL
BEEC7IfME DR
As NmT E24C MIITAS FM PROTBC 130K DOT. SM DIOGERM W ATM DIM= PARKS APED
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