2001-7080 G (Plans) WORK TO BE DONE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS DECLARATION OF RESPONSIBLE
CHARGE
ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZERDOUS CONDITION.
A. GENERAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPERATED HEREON. i HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK - FaR THiS PROJECT, THAT 1 HAVE EXERCISED RESPDNSiBIE CHARGE OVER THE DESIGN
t. ALL GRADING IS TOO BE DONE ACCORDANCE WITH THESE PLANS, Tim STANDARD SPECiFlCATi1DNS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM T14€ FACE OF SLOPE AT THE CONCLUSION! OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSiSTANT
WITH
CURRENT STANDARDS.
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS OF EACH WORK DAY.
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
AT THE END OF EACH VAY"G DAY WHEN THE FIVE
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFNED TO A
REViEW�NLY
EA
BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4090). SILT AND
OTHER DEBRIS SHALL BE REMOVED AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
2. THE SOILS REPORT TITLED - WATSON RES.- PREPARED BY -JOSEPH C. SMYTH DATED _03,21,01_SHALL BE C AFTER EACH RAINFALL -
AS A PART OF THiS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 10. SHOULD GERMINATION OF ED SLOPES FAIL TO
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (909:
AND SPECIFICATIONS CONTAINED IN SAID REPORT COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN
3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACIUM, ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE STATE OF
NOR OF IMPROVEMANTS OF THiS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITHIN STREET CALIFORNIA DEPARTMENT OF CONSERVATION.
'
RIGHT -OF -WAYS. SEPERATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUCTION WITH {a. 4
IMPROVEMENT PLANS: BY: DATE: OCx' 04-• X0 01
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF - SITE GRADING. E. HYDROSEED (SIGNATURE) - �
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUSTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES Dt1RING
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 1. HYDROSEEDiNG SHALL BE APPLED TO ALL SLOPES THAT ARE GRADED
6:1 (HORIZONTAL TO VERTICAL) OR STEEPER RCE NO..: C;'S$741 EXP. DATE: 6-40-400' �7
EXISTING PRIOR TO GRADING. WHEN THAY ARE:
Or CA��
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MOWJMENT OR BENCHMARK WHICH iS IDISTURIIIED OR DESIROYEU, A. THREE FEET OR MORE IN HEIGHT iN FiLL AREAS
SHALL BE RE- ESTABLISHED AND REPLACED -BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
SOILS ENGINEER`S CERTIFICATE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL B. 5 FEET OR MORE Nei HEIGHT iN CUT AREAS, UNLESS
SLOPEE IS NOT SUBJECT TO EROSION DUE TO THE EROSION
BE RESPONSIBLE FOR CONFORMING TO-ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE
CITY ENGINEER.
AND REGULATIONS. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOiL AT THE OPTIMUM- LEVEL FOR GROWTH OF THE
>5. GRADING AND EQUIPMENT OPERATING WIi1THi - ONE - HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL HYDROSEEDED GROWTH. i,
do �. ��.� A REGISTERED CNtL ENGINEER iN THE STATE OF CALIFORNIA. PRINCIPALLY DOM BUSINESS INTHE
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY 3 HYDROSEEDiNG MiX SHALL CONSIST OF ALL THE FOLLOWING:
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CQQ��DITiONS PREVALENT WITHIN THIS SITE
RECOGNIZED - HOLIDAYS. WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 01 AND ��i jLt 2 001 ONE
COMPLETE COPY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADiNG MEETING HAS BEEN HELD ONSiTE WTH TH£ � OF THE SOILS REPORT COMPILED
FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
FOLLOWING PEOPLE PRESENT: FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS
CiTY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMiTEE. A. 20LBS. PER ACRE OF ROSE CLOVER PROJECT HAVE
BEEN INCORPERATED IN THE GRADING PLANS AND SPECIFICATIONS.
THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS-IN B. 20LBS. PER ACRE OF ZORRO FESCUE
ADVANCE BY CALLING 619 533 -2770. C. 3 LBS. PER ACRE OF E SCHOOL CIA CAUFORNiCA
( ) D. 4 LBS. PER ACRE OF ACHiLLEA MILLEFOLiA PO BOX 119 LEGEND
10. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SiTE "IM THIS PROJECT E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
SOIL TESTERS
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL F. 1.2 LB. PER ACRE OF DIMORPHOLECA
LAKESIDE, CA, 92040 >>�
ROUTE. THE DEVELOPER SHALL COMPLY - WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY G. ITEMS C. D. E. AND F OF THIS SUBSECTION MAY BE OMITTED
ON LOCATIONS WHERE THE AREA PH: (619)- 443 -0060 ` 2 :1 IuIAXfMUM CUT/FILL SLOPES
IMPOSE WITH REGARDS TO THE HAULING OPERATION. BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR STRUCTURES. JOB 10160
it. UPON FINAL COMLETE OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO THE FINAL GRADING APPROVAL H. ITEM A OF THIS SUBSECTION - MUST BE INOCULATED
WITH A NITROGEN FIXING BACTERIA AND
APPLIED OILY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. � DRAINAGE DiTCH PER DETAIL
AND /OR FINAL RELEASE SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS SIGNED:
"THE GRADING UNDER PERMIT NO. - 7080 -G- HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION
TAG ATTACHED SE H C. SM TH
WITH THE APPROVED GRADING PLAN OR AS - SHOWN ON THE ATTACHED AS- GRADED PLAN ". TO, OR PRINTED ON SAID CONTAINERS.
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO
THE HYDROSEED SLURRY AT THE RCE NO.: 21650 00000000 GRAVEL BAGS
GRADING OPERATION. DISCRETION OF THE CONTRACTOR.
IV
B. NOTIFICATIONS 2. TYPE t MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE EXP.
DATE: 9/3 DRAINAGE FLOW (MI'JIMUN
SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED
1. THE EXISTANCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURE SHOWN ON THESE PLANS WERE TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THEN
50% OOF THE STRAW INTO THE SOIL. 1�G LII
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
16 -20 - WiTH 15% SULPHER APPLIED AT THE RATE OF WATER LINE
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE 500 LBS. PER ACRE. LEGAL DESCRiP11CN
PRECAUTiONARYMEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS SAN DIEGO COUNTY ASSESSOR`S
MAP
THE CONTRACTOR'S RESPONSiBILTY TO CONTACT THE FOLLOWING OWNER'S OF SAID UTILITIES _OR STRUCTURES PRIOR AREAS TO BE HYDROSEED
SE1>rER IiNE *m
ED SHALL BE PREPARED PRIOR TO HYDROSEEDiNG BY: BK 259, PG 13, SHEET 1 - OF 2, PARCEL 24. S
TO ANY FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
t. THE SURFACE TO BE PLANTED BY ANY OR A COMBIVATiON OF:
A. SEWERS - CARDIFF SANITATION DISTRICT (760)- 633 -2780 A. TRACK WALKING SLOPES .STEEPER THAN 6:1. ASSESSOR'S PARCEL NO: 259-
130 -24
SANG BAGS
B. GAS & ELECTRIC - SDG&E (800)- 227 -2600 8. RIPPING AREAS THAT WALL NOT BREAK UP USING ITEM "A" ABOVE
C. (MATER - SAN DEGUiTO WATER (760) -633 -2650 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
SILT FENCE D. TELEPHONE - PACIFIC BELL (800) -552 -5299 A. ADJUSTING THE
SURFACE SOIL MOiSfiURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 1
- COAX COMMUNICATIONS (760)-599-OW
B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
E. CABLE TV
( SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. LEGEND: WORK TO 8E DONE
2. CONi''RACTOR SHALL NOTIFY THE CITY ENGINEER`S OFFICE 48 HOURS PRIOR TO BEANNfflMG ANY HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
GROWTH UNTIL THE PROJECT iS PERMANENTLY
WORK ON THIS PROJECT. PHONE (619) 633 -2770 LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDiNG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
3. THE CONTRACTOR SHALL GiVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (619) 633 -2770 COMPLETED AND ALL SECURITY RELEASED.
ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WALL BE SUBJECT TO REJECTION AND REMOVEL
ENViROMENTAL DATA:
C. GRADING
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER i) STEEPEST EXISTING NATURAL SLOPE ON -SITE _ _..
DIRECTION. HE/SHE SHALL INSPECT AND TEST THE EXCAVATION PLACMENT AND COMPACTION OF-TRENCHES. = 2.67 •
A VERTICAL DEPTH T
/ ?) M X1MUM VEIL C L DEP � CU
HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND 3) MAX" VERTICAL DEPTH OF FILL = 3.67 •
TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL
EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED ACCORDANCE WITH THE APPROVED GRADING -20457_ C.Y. x 27
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
#) AVERAGEDEPTH OF CUT = 2 .25' 9092 S.F.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND D
PREVENT PONDiNG OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING _20457 C.Y. x 27 z
PROPERTIES OR TO FINISHED WORK ON THE SITE - AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION!
OF FRESHLY GRADED AREAS UNTiL SUCH TiM€ AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES 4) AVERAGE DEPTH OF FILL = 4' = 6560 S.F.
p
HAVE BEEN INSTALLED. m m D
3. ALL AREAS TO BE FILLED SHALL BE PREPARED M FILLED AND FILL SHALL BE PLACED IN ACCORDANCE EARTHWORK: 0 SITE
K - C
WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMAOVED
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL - 11 Z
0
S OILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO CUT = t516 C Y,
A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S D �7
RESPONSIBILITY TO PLACE, SPREAD, WATER ANU COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. FILL = 1730 C.Y.
m ' Mi. X D
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND >
214 C ENC�N! T i-
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED
AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK -MD LEFT IN A NEAT AND ORDERLY CONDITT01� A S
ALL STONES, ROOTS AND OTHER WASTE MATTER -EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH CERTIFICATE v
ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES OWNEWS
SHALL BE ROUNDED INACCORDANCE WITH THE GRADING ORDINANCE. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RETAINED is Syr
5. AL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED PILED OR OTHERWISE
TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. N n
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE-THE AREAS THAT HAVE BEEN CLEARED WITH s
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL
BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
��,����
D. EROSION CONTROL DATE: ;O. C5. X.0_, W N 49
GNA � LIRE: VAUGHAN WATSON VICINITY MAP (NOT TO SCALE Z
1. IN CASE EMERGENCY WORK t5 REtA1iRE0, CONTACT VAUGHAN WATSON AT (858)-430- � NO.). 5235 FIORE TERRACE, OC -207
� ;
2. EQUIP ANIY WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SAN DIEGO, CALIFORNIA 92122
SEASON. ALL NECESARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID PH: (858) 453 -0627
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING SAN DIEGUITO MUNICIPAL WATER DISTRICT
ENCINITAS FIRE DEPARTMENT CARDIFF SANITATION DISTRICT
INSPECTOR. PREPARED BY: o
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE OEHM
ENGINEERING
Z
STRUCTURAL ENGiNEER1NG - CIVIL DESIGN c �
CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINOFF 1970 L VMo Nay Ste. 102 p x
7 60 _9007 n
�7fi0�758 -8607 W
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE hta, CA 920M
for E CiTY �/0/O w c tJf �t
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR-UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. (,�- -Qom- _ tb�relor i3
• C -53741 JMNE 30, 2003 Z o
APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE:
ROBERTS. VON DIENES -OEHM R.C.E. LIC. EXP. DATE DATE w Q
REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT
DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENICINITAS ENGINEERING SERVICES DEPARTMENT DRAWING
NO.
REVISIONS APPROVED DATE
�
CoN5TRuc IDNI MANhE LANS CHECKED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING & EROSION CONTROL PLAN FOR:
DESCRIPTION: R0458 q STREET MONUMENT
LOCATION: q INTERSECTION ENCINITAS BLVD HORIZONTAL i DATE: BY. - _ 7080-G
dt SEEMAN DR. (R.S. 458 -66 & R.S. 892) £ '�`� VAUGHAN WATSON R ES i D E N C E
R.C.E. NO. C•5374I '
RECORDED: VERTICAL S.D. CO. VERT. CONTROL ELEV. 315.49 Af' 2 ENGINEER EXP (i1. , %oo2 DATE: 1 L�� 0 �
DATE:
APPROVED BY: DATE: - SiTE ADDRESS 306 SEEMAN DR., ENCINI CA, 9202-4 SHT 1 OF 2
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