2003-1403 G (Plans) GRADING PLAN FOR PARCEL 4 OF PM 18642
GENERAL NOTES
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE EROSION CONTROL WORK TO BE DONE
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS A. SEWER - CARDIFF SANITATION DISTRICT B. CONDITIONING THE SOILS SO THAT 1T IS SUITABLE
FOR
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF (760) 633-2780 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 24 HRS ALL WORK
SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
GAVIN ZAID AT (760) 632-2524. PLANTING BY:
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA B. GAS & ELECTRIC - SAN DIE-GO GAS & ELECTRIC 1. ADJUSTING THE SURFACE SOIL MOISTURE TO
FOR PUBLIC WORKS CONSTRUCTION (LATEST -EDITION), THE SAN DIEGO STANDARD
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 1-800-422-4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL PROVIDE A DAMP BUT NOT SATURATED
SEED BED. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY C. WATER - OUVENHAIN MUNICIPAL WATER DISTRICT BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY C
ONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. (760)-753-6466 SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED 2. THE ADDITION OF 801E AMENDMENTS,
PH AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
D. TELEPHONE - PACIFIC BELL TELEPHONE ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT, LEACHING OR COVERING SALINE SOILS
2. THE SOILS REPORT TITLED "REPORT OF CERTIFICATION OF 1-800-422-4133 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. TO PROVIDE
VIABLE CONDITIONS FOR GROWTH.
COMPACTED FILL GROUND, DECARION SUBDIVISION, PARCEL NO.'S E. CABLE TV - TM CABLEVISION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR 5.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A IMPROVEMENTS STD. DWGS . SYMBOLS QUANTITIES
1 THRU 4, WILDFLOWER DRIVE, TRACT 99-014, ENCINITAS, (760)-436-2693 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING INSPECTOR. VIGOROUS GROWTH
UNTIL THE PROJECT 15 PERMANENTLY
CAUFORNA,' DATED OCTOBER 19, 2001 13Y NORTH COUNTY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE _
COMPACTION ENGINEERING, INC. AND UPDATE REPORT TITLED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL SUBDIVISION
BOUNDARY
"UPDATE LETTER, PROPOSES SINGLE FAMILY DWELLING, LOT NO. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE PERMANENT LANDSCAPING, UNTIL THE
PROJECT IS COMPLETED
DEVICES Tfl WORKING ORDER TO THE SATLSfSATISFACTION D-4 OF TRACT 99-014, WILDFLOWER VALLEY DRIVE, ENCINITAS, 48 HOURS PRIOR TO BEGINNING ANY WORK
ON THIS PROJECT. OF THE AND ALL SECURITY RELEASED. CENTERLINE
CALIFORNIA,- DATED SEPTEMBER 17, 2003, PREPARED BY NORTH PHONE (760)-633-2770. CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
COUNTY COMPACTION ENGINEERING, INC. SHALL BE CONSIDERED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION EXISTING CONTOURS 58
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE 3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND FOR INSPECTION. PHONE (76,0)-633-277,0. ALL WORK ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR OWNERS
CERTIFICATE PROPOSED CONTOURS 60
SPECIFICATIONS CONTAINED IN SAID REPORT. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE
SUBJECT TO REJECTION AND REMOVAL. EXISTING SEWER LINE -c-c-
3.
APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY EXISTING
WATER LINE ®`°°®` `°"°° N'�`°'°"°
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. C. GRADING AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A FILL SLOPE (2:1 MAX)
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE IT
IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-
SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT APPROVED GRADING PLAN SHAH BE INCORPORATED HEREON. PLANS. CUT SLOPE (2:1 MAX)
SITE GRADING. AND COMPACTION RE FILLS AND SHALL AND B. GRADED AREAS AROUND TI4E PROJECT PERIMETER MUST DRAIN AWAY C
COMPACTION Of TRENCHES. HE SHAtt SIIBMii SOILS 1T 15 FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A CUT/FILL LINE
F
REPORTS AS REQUIRED AND WILL DETERMINE THE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES,
ALTERATIONS, OR
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ADDITIONS TO THESE PLANS WHICH
THE DIRECTOR OF ENGINEERING DAYLIGHT LINE
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN
DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
GRADING OPERATIONS. ANYTHING DAMAGED OR AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION PLACE AT T14E END OF EACH WORKING DAY WHEN THE FIVE COMPLETION
OF THE IMPROVEMENTS. EARTH SWALE
DESTROYED SHALL BE REPLACED OR REPAIRED TO AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
CONDITION EXISTING PRIOR TO GRADING. WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PERCENT {40%). SILT AND OTHER DEBRIS SHALL BE PROPOSED
RETAINING WALL C-3, C-4 1 ,101 SFf
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE REMOVED AFTER EACH RAINFALL
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY FOR THEIR INTENDED USE L � GRAVEL -BAGS 0000� 450
EAf
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO SIGNATURE DATE: �'S-OLj
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PROVIDE EffECTIVE COVERAGE OF GRADED SLOPES (90%
HYDROSEED 3,350 SFt
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE GAVIN
ZAID W W
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER STAI3ILIZEO WITH PUNCHED STRAW INSTALLED IN DRIVEWAY IJ
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SIGNATURE
M z1aa DATE: S. O y
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL SEDIMENT CONTROL HANDBOOK OF THE STATE OF
9" ATRIUM GRATE/FLAT GRATE 8 EA
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, MEASURES TO PREVENT EROSION OF FRESHLY GRADED CALIFORNIA DEPARTMENT OF CONSERVATION. ANGEL CA
ZAID
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND OWNER: GAVIN AND ANGELICA ZAID 6"
FLAT GRATE (PLASTIC IN LAWN/METAL IN FLATWORK)
2 F1',
LAWS AND REGULATIONS. EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF HYDROSFJ D {
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED ADDRESS: C/0 CAITLIN KELLEY ARCHITECT CLEAN OUT IJ
3 1�A,
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL AND FILL SHALL BE PLACED IN ACCORDANCE WITH 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES 444
SO. CEDROS AVENUE, STUDIO 236
NOT BE CONDUCTED BEM'EEN THE HOURS OF 5:30 PM AND STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND THAT ARE GRADED fi:1 (HORIZONTAL TO VERTICAL)
SOLANA BEACH, CA 92075
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE OR STEEPER WHEN THEY ARE:
RECOGNIZED HOLIDAYS. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS PHONE: (858)793-fi02fi
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
9. ND GRADING TING HAS SHALL COMMENCE UNTIL A PRE- REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
GRADING .MEETING HAS. HEF1J HELD ONSITE WITH THE B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS QUANTITIES
N 0 T E
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND
FOLLOWING f'EOPif PRESENT- CITY INSPECTOR, CIVIL SLOPE 1S NOT SUBJECT TO EROSION DUE TO THE
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL EROSION RESISTANCE CHARACTER OF THE MATERIAL THE
QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
PERM1TTEf. T14E PRE-GRADE MEETING SHALL BE BE THE , EARTHWORK QUANTITIES' CONTRACTOR 1S RESPONSIBLE FOR VERIFYING
ALL QUANTITIES AS A PART OF H15 BID.
CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, AS APPROVED BY THE CITY ENGINEER
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE WATER AND COMPACT THE FILL IN STRICT ACCORDANCE CUT = 300 CY
BY CALLING (76 0)633-2770. WITH SPECIFICATIONS' 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF FILL = 300 CY
THE SOIL AT OPTIMUM LEVEL FOR GROWTH OF THE EXPORT - 0 CY, BALANCED SITE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO 4. CUT AND FILL SLOPES SMALL BE CUT AND TRIMMED TO HYDROSEEDED GROWTH. REMEDIAL QUANTITIES
= 0 CY ENVIRONMENTAL:
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT FINISHED GRADE S PRODUCE SMOOTH SURFACES AND
1, STEEPEST EXISTING SLOPE
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS
2. MAXIMUM VERTICAL DEPTHS: (A) CUT _5
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND = ,FT, (Bj FILL
= 8 FT
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 3. AVERAGE DEPTHS:
(A) CUT = ( 300 _ X 27) / 2024 4 FT
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, LEGAL DESCRIPTION (B) FILL = (_300 _ X 27) / 3259_ - 2.5 FT.
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH
REGARDS TO THE HAULING OPERATION. ROOTS AND OTHER WASTE MATTER EXPOSED OR 1. SEED ARX SHALL CONSIST OF NO LESS THAN:
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE A. 20 LBS. PER ACRE OF ROSE CLOVER APN# 264-091-87
11. UPON FINAL COMPLETION OF THE WORK UNDER THE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED B. 20 LLBS PER ACRE OF ZORRO FESCUE
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA D
ECLARATION 0 F RESPONSIBLE C H A R G E
AND/DR FINAL RELEASE OF SECURITY, AN AS GRADED ACCORDANCE WITH THE GRADING ORDINANCE. D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
CERTIFICATION SHALL BE PROVIDED STATING: E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) THE UNDERSIGNED ENGINEER AGREES
THAT THE WORK PERFORMED BY THE
THE GRADING UNDER PERMIT N0. 1403-G HAS BEEN 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE F. 1/2 LB PER ACRE OF DIMORPHOLECA 7� I r t��
D 1 ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE S O I l�S E N_i I I V G C R J CERTIFICATE PRACTICES OF THE ENGINEER'S
TRADE OR PROFESSION. THE ENGINEER FURTHER
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO G. ITEMS C. D, E, AND f OF THIS SUBSECTION
THE APPROVED GRADING PLAN OR AS SHOWN ON THE MAY B E OMITTED ON LOCATIONS WHERE THE AREA AGREES THAT THE WORK REQUIRED fl HEREIN
SHALL BE ITN ACCORDANCE WITH THE
ATTACHED AS-GRADED PLAN". LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT O _____ __ ___ A REGISTERED CIVIL ENGINEER IN THE STATE OF
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER L,___��� �' '�``--- RULES AND
REGULATIONS REQUIRED E THE CITY OF ENCINITAS. THE F IN
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND CALIFORNIA, PRINCIPALLY DOING BUSINESS 1N ?HE FIELD OF APPLIED AGREES APAT ANY PIA
PUB IC OR REVIEW PERFORMED R THE -CITY OF ENCINITAS ENGINEER
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED A PUBLIC STREET OR RESIDENTIAL STRUCTURES, IN
ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO H. ITEM A-OF THIS SUBSECTION MUST BE INOCULATED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY
GRADING OPERATION. THE DISPOSAL OF ANY SUCH MATERIAL. SOILS CONDITIONS PREVALENT WITHIN THIS SITE W S MADE BY ME OR
WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY UNDER MY DIRECTION BETWEEN THE DATES514 IZq YAND LD �o( EN ADEQUACY
O- THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE
B NCTTFICATIONS EITHER BY DRILLING OR BROADCASTING BEFORE AN UPDATE WAS ADDED BETWEEN THE DATES ---__ AND i2Z, 7Zo3. ENGINEER
OF E ENGINEER A TOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
HYDROSEEDING. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF U
J. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE WITH MY RECOMMENDATIONS, AND ONE COPY OF THE UPDATE LETTER DATED ENCINITAS AND
ITS OFFICERS, AGENTS, AND EMPLOYEES FROM ,PROPERTY DAMAGE Z
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 9/17/03 HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. OR
BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE H JOBSITf-1N UNOPENED CONTAINERS WITH THE CALIFORNIA FURTHERMORE, I HAVE REVIEWED THESE GRADING
PLANS AND CERTIFY THAT Of THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE
pi"ESSI
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE p RAMC DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK ®eE S ��
BEST OF OUR -KNOWLEDGE THERE ARE NO EXISTING �J Pp TAG ATTACHED 70, OR PRINTED ON SAID CONTAINERS. HAVE BEEN INCORPORATED IN THE GRADING
PLANS AND SPECIFICATIONS. PERFORMED BY THE ENGINEER. �� egg 9G�2� 0
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: O� RO
THE CONTRACTOR IS REQUIRED TO TAKE DUE J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO / w -- N01671
a
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING SIGNED. �O�zZ NORTH COUNTY COMPACTION ENGINEERING, INC. SAN DIEGUITO ENGINEERING,
INC.
THE HYDROSffD SLURRY AT THE DISCRETION OF THE --
UTILITIES OR STRUCTURES- LOCATED AT THE WORK SITE. IT BUMANN 1305 SIMPSON WAY 44-07 MANCHESTER AVENUE, SUITE 1O3 STEVEN
R. CROSBY RCE 41975 * Ex�.sao• * L�1
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ROAD R.C.E. NO.: ESCONDIDO, CA 92030 ENCINITAS, CALIFORNIA 92024
si clvt� QAN bi
943't 4TEOFC 1<•0
PRIOR TOGANwNEXCA EXCAVATION, ORiLVER FlCATIONRANDURES �G� M DL ' DRIVELgPRVATE�LL 2. THAN 20DOLCLBS PPERDACRETHTYPE T6 MULCH (STRAW) EXP_
DATE: �oQPO S/�N91 FILE NO8 CE'6379 PHONE: (760)753-5525 c3�Z/0� Z
LOCATION OF UTILITIES AND NOTIFICATION OF I'q� NCNO MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY 2� /3/oR DATE
Z
COMMENCEMENT OF WORK: C APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST O < z
-0 WILDFLOWER BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING C19393 m �QgOFESS/ov, w
_ N _j DRIVE (PRIVATE) NO LESS THAN 50% OF THE STRAW INTO THE SOIL. * Exp. 9/30/05 a `��`
cN R. C�
SITE PREPARED BY: ��° °sue
S I 1 L 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, grFOF Qj SAN D1EGU1TO ENGINEERING, INC. _
In
16-20-0, WITH 15% CAL\F N0. 41975
SULPHUR APPLIED AT THE RATE OF NCI MANCHESTER AVENUE, SUITE 1D5 EI(P 3 31 04
RL EMI pF D/VCINIT_ 'A J 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE ENCINITAS, CA 87024 ✓ r
Lt7
TEL: (760) 753-5525 9� �'aYv�- �� {3
NO DEL �;� J� SAN DIEGO RATE OF 500 LBS. PER ACRE. f OF CAl\F� W
NDR77E s ,0
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO M
HYDROSEEDING BY: FIRE .DISTRICT Z
SANZIEGUITO-ENGINEERING, INC. OLIVENHAtN MUNICIPAL WATER DISTRICT
r D A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR ENCINITAS FIRE PROTECTION "AS B U I LTA �
Q
ndergmund Service -Alert VICINITY MAP COMBINATION OF APPROVED BY:
4407 MANCHESTER, SUITE 105 ��
ENCINITAS, OA 92024 Call: TOLL FREE NOT-TO-SOLE -1. TRACK WALKING SLOPES STEEPER THAN 6:1 APPROVED: BY.
re 0
PHONE: (760)753-5525
t-8t)� 2. RIPPING AREAS THAT WILL NO BREAK UP USING 22 NAutUI.bS . I �T , , CO
CIVIL ENGINEERING PLANNING
422-0 ITEM "A" ABOVE. 3, 2 . BY DATE3_Z2?_ � RCE: 61 I S S EXP: (P3o 0-1 �
LAND SURVEYING 7L+0 WORKING DAYS BEFORE YOU DIG RCE DATE Z
REVISIONS APPROVED -DATE REFERENCES DATE BENCH MARK -SDALE PLANNING & BUILDING DEPT. N DRAWN BY APPfZOVALS
CITY �� �N�1NITAS ENGfi1VEER1IV� DEPARTMENT DRAWING N0.
Iy1
®FP APPRovED cHbNcE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADMG PLAN FOR: z z
SNIT z. of 3 DESCRIPTION: COUNTY BENCH MARK NO 1/y� � /J PAnCEL 4
OC 0073- CH1S. SO IN TOP OF HEADWALL HORIZONTAL NIA APPROVED W. �Y DATE; 3�z/o'� .✓{� PARCEL �
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RECORD FROM: Co.S.D. VERTICAL CNTRL VERTICAL N/A DATE: /�/p�G �r7,2�"1 EVEN R. CROSBY !� - APN# 2,14-091-87
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`',_ ` ' LANDSCAPE AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT
a -- _ - COIJST4UGfi1tN PERMIT FROM CITY.
I
4 2g3 > � \\ ENfiRAC� ;
C<CgN 1 3 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL.
� � AIL'
\ SEE ET ,' 2, FOR ROCK-LINED OPTION, INSTALL GEOTEX WOVEN
FE_24
\ONHEET 3 1 r
3 0 GRASS Nor TURF OPTION, INSTALL OLANDCOK>
t 1'd/, . w _ �, i i I TRM 450 TURF
REINFORCEMENT MAT, OR EQUAL.
'FILTER SWALE- 1�T
,
l NSTALL�A SLOPE q0
i x�,+ t 4, SEE SECTIONS A-A AND B-B FOR EXACT SWALE
I
i \ CONSTR. ING ` SEE SECTION B-B DIMENSIONS.
t
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"NOTES BAGS
MS 2
S-FFY Y
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1JI
2" AC PAVING WAL€ A - 0:_S - 5-
SLOPE fH
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2%
I ry' .5'
° W a „ , � 0.5 �
�I 1 I-� L j
$MP LEGEND 1' Z
._ n_ : GRASS SWALE
Q�gfESS/p QRt)F♦:SSI CONSTRUCTION NOTES' SAND BAG/Si FENCE BARRIER PER CD36 & GD38 � I 3' AS SHOWN
IN L'�
F, �tiE S, 1F
R. CF 6" CLASS II BAS E I� M I I GRASS SWALE DETAIL ABOVE Z
STABILIZED CONSTRUCTION ENTRANCE PER CD29A AS SHOWN IN W
DETAIL ABOVE
No.61158 " 41975 m 1� GRASS LINED FILTRATION AREA. FLATTEN SWALE AT -• w SECTION A-A SECTION B-B
FFFn* 6� saa * 419754 ! PROPERTY LINE TO PROVIDE SHEET FLOW INTO STREET. MATERIAL DELIVERY AND STORAGE AREA PER CD10 MS NOT TO
SCALE NOT TO SCALE O
CNI1 \Fq�a� yT C1V1� ��� 20 4" PVC SDR 35 DRAIN LINE 02%. N
cIF c� F Of \ED SOLID WASTE MANAGEMENT PER CD13
CAS 30 6" PVC SDR 35 DRAIN LINE Q2%. XWM\ U, to
8" PVC SDR 35 DRAIN LINE ®2%. HAZARDOUS WASTE MANAGEMENT PER CD14 J\ Lt1
5� 10" PVC SDR 35 DRAIN LINE @2 7.. HYDROSEED SPECIAL NOTE: p M
�'
SAN DIEGUITO ENGINEERING, INC. THE TWO GRASS FILTER SWALES SHOWN ON THIS PLAN ARE Ln
LANDSCAPE AREA FOR BEST MANAGEMENT
PERMANENT STORMWATER MANAGEMENT DEVICES, AND MAY NOT BE Z r*-.
4407 MANCHESTER, SUITE 105 ALTERED OR REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY Q
ENCINITAS, CA 92024 -PRACTICE; NOT TO BE MODIFIED OF ENCINITAS ENGINEERING DEPARTMENT (n 0I
PHONE: (760) 753-5525 WITHOUT A PERMLT FROM THE CITY. 0
ALL ROOF DRAINS ARE TO TIE IN TO DRAIN SYSTEM DISCHARGING C0
AT EAST SIDE OF SITE. i l
CIVIL ENGINEERING PLANNING
LAND SURVEYING
z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIG ED BY DRAWN BY CHECKED BY APPROVALS "AS
BUILT" 2 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. � z
EVISED DWY LAyDU-r a a PLANS P EPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LOT GRADING AND EROSION
CONTROL PLAN FOR: � , .
I . DESCRIPTION: COUNTY BENCH -MARK NO
{K LoG IDN • VZVIS1I DATE: z z
OC 0073- CHIS. SQ IN TOP OF HEADWALL HORIZONTAL 20 PARCEL 4 c� Q
VV LOCATION: SW COR. EL CAMINO DEL FlkwfrgfUL£ S.K6IAI DATE J� 0
R.C.E. N0. 41975 BY✓ `t V — w
NORTE & RANCHO SANTA FE RD. BCE: (�I (�$ EXP:(o��jo�07 OF
IAt Alz00IIc �..+� w �¢a- (° RECORD DATUM:VERTICAL
&L GS TRL VERTICAL NSA STEVEN R. CROSBY EXP. 3-31-04 DATE: ��r'O �OL� PM 18642
,a.¢o�N� SHEET 2 OF 3
U:\1DATA\Engineering\4928\dwg\GP-SHT_2.dw , Date: 2-2-2004 FIFE NO, 4928
�AS- 13N1L7 10.40 7/1WR
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY INLETS ON PERVIOUS SURFACES.
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET,
WASHOUT LOCATION. GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK
CONSTRUCTION SITE ACCESS AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR CONSTRUCTION SITE.
VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE.
THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR
CORRUGATED STEEL PANELS/PLATES. GRAVEL BAGS OVERLAP
ONTVLUVL
CONSTRUCTION VE HICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE
DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR
REPAIRS SHALL BE MADE OFF-SITE.EROSION CONTROL GRAVEL BAGS NOTES 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES.
.9 M) MIN.
SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS 1 .) SAND BAGS SHALL BE PLACED ALONG ALL STREET
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND DRIVEWAYS BASED UPON THE FOLLOWING RUNOFF
AND BONDED FIBER MATRIX. FORMULA:
2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING GRAVELBAGS SPACING (FEET)= 1.5'
WET WEATHER. STREET SLOPE GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS
3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF EXAMPLE: 12.00% STREET 1.5' = 1.2_5' SPACING ACTS AS SPILLWAY
WITH ENDS OVERLAPPED
AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT 0.12
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES. GRAVEL BAG CHECK DAM DETAIL
2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE
4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY ANY ADDITIONAL SAND BAGS AS NECESSARY TO PREVENT NOT-TO-SCALE
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES SITE EROSION.
TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A
DECREASE EROSION. REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS,
ADJUSTING/REPLACING SAND BAGS AND ONGOING
5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE MATERIAL CLEANUP.
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING 4.) STABILIZATION OF SLOPES IS REQUIRED UPON
FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED
THE SOIL. PLANTING, PUNCHED STRAW, ETC.).
6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE 5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE
EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. AT HIS OR HER DESCRETION SAND BAGS, STRAW
7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. BALE BARRIER OR SILT FENCE.
ON-SITE CONSTRUCTION MATERIAL STORAGE
1. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO
PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL
FUEL STORED ON-SITE.
2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES PUBLIC RIGHT-
KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, OF-WAY
ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE
LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND 50'MIN.
STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED BONDED FIBER MATRIX
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY BONDED FIBER MATRIX SHALL BE APPLIED TO ALL FINISHED SLOPES
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. IMMEDIATELY UPON COMPLETION PER TIME FOLLOWING:
TRAINING
8" MIN.
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY 1.) APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 21 OR j
PROFILE
OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. J/
ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE . RAINFALL.BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
2 ) BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RF EXISTING GROUND
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM PUBLIC RIGHT-OF-WAY
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN 3.) THE SITE MUST BE PROTECTED WITH BROW DITCHES AND/OR DIVERSION BERMS
RESPONSIBILITIES. AT THE TOP OF SLOPES TO DIVERT FLOW FROM FACE OF THE SLOPE. 50'M
WASTE MANAGEMENT 4.) BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICATION FROM G
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF MULTIPLE ANGLES). 14'MIN. a"
ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF 5.) FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN if
-m"'.
UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CONJUNCTION WITH SEED EROSION CONTROL VEGETATION. PLAN
CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO 6.) A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS
U
STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES PROVIDE
APPROPRIATE TRANSITION z
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR BETWEEN
STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN FOR APPROVAL
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE 'PLACED WAY
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH STABILIZED CONSTRUCTION ENTRANCE Z
TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED
PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND NOT-TO-SCALE LLJ
CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS W
MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS Z
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 0
714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS z
CALL EDCO AT (760) 436-4151.
W
4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH
CANS AND RECYCLING RECEPTACLES AROUND THE SITE. O
0 Lo
W
QgOFESS/py, Q�pFESS/0 to
SAN DIEGUITO ENGINEERING, INC. y ��"N . COOS �y � E S Lo, 9c Fy
cl) co
4407 MANCHESTER, SUITE 105 2
� 2 N0.6115t1 m Q
ENCINITAS, CA 92024 N0. 41975 6 .� /\
PHONE: (760) 753-5525 s EXP. 3-31-04 e, * EW 6-30, * - O
f cl v1l ��\ srq clvk Q�`'� t0
CIVIL ENGINEERING PLANNING F of Ck\. r60FCP���C w
LAND SURVEYING ¢ v
z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIRGNED DRAW H CK APPROVALS "AS BUILT" CITY
OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. S' c:5
- BUILT a /: ec PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: w
w L DESCRIPTION: COUNTY BENCH MARK N0 DATE: 380 B : 7 z z C-D OC 0073- CHIS. SQ IN TOP OF HEADWALL 20
�11C`^"l /I8�06
LOCATION: SW COR. EL CAMINO DEL HORIZONTAL AivA LLES . Qu1L *-DATE PARCEL 4
NORTE & RANCHO SANTA FE RD. R.C.E. NO. : 41975 BY° 1403 - G
'' �,, ,, RCE_fQ II SS EXP:/o�0�0� p,I OF c
RECORD FROM: Co.S.D. VERTICAL CNTRL VERTICAL N/A STEVEN R. CROSBY fDCP 3-31-04 DATE: 114404 � P-M
I 642 SHEET 3 OF 3
LLEV: 119.476 DATUM: USC & GS
U:\l DATA\Engineering\4928\dwg\GP-SHT-3.dwg, Date: 2-2-2004 FILE oe 4928