2007-465 G (Plans) WCRIC TO RE DINE
STORMWATER POLLUTION CONTROL BMP NOTES GRADING
O CONSTRUCTION ACTIVITIES SOILS ENGINEER'S CERTIFICATE LEGEND
- A. GENERAL C. GRADINI�
Concrete Washout 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I'
D �.Z/�%rN1ER1✓I�t�IA REGISTERED CIVIL ENGINEER IN THE STATE OF
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF P
*
Contractor shall establish and use an adequately sized concrete washout area to APPLIED SOIL ITEM �TC�� �W�a �
C�I®
q Y CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
contain washout wastes on site. It is illegal to wash concrete, slurry, mortar, AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES.
HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS PREVALENT WITHIN CIS SITE WAS MADE B ME OR UNDER MY
stucco, plaster and the like into the stormwater conveyance system or any THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY
OF ANY FILL MATERIAL UPON DIRECTION BETWEEN THE DATES T-�/&Z.3 Zpo7 AND 13 Z6b ONE
receiving water. Contractor shall post a sign designating the washout location. REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM S STUDY, WITH MY PARCEL BOUNDARY
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
Construction Site Access 2. THE SOILS REPORT TITLED "REPORT OF ROUGH GRADING, DIPASUPIL OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE LIMITS OF GRADING / DAYLITE LINE. .................... .
RESIDENCE, DATED 11-22-05", & THE UPDATE LETTER OF GEOTECHNICAL ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
* A stabilized construction site access shall be provided for vehicles egress and CONDITIONS, DATED 02-23-07 & ADDENDUM No. 1 TO 02-23-07 UPDATE AND EXCAVATIONS ARE ACCEPTABLE
FOR THEIR INTENDED USE. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. EXISTING CONTOUR . ........................................ . :u
ingress to prevent tracking dirt off site. This shall include using material such as LETTER DATED 5-15-07 SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROPOSED
CONTOUR . ...................................... . 311
gravel and/or corrugated steel panels/plates. �.
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED: DATE: °Z�-®'7 GRAVEL BAGS. ......... ..
.......... ..........................
Construction Vehicles 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
* A specific area away from utters and stormdrain LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME
AS EXIST. BMP DITCH. ..........................................
p y g ormdram shall be designated for WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES
HAVE BEEN RCE NO.:Z��`I� , G1 92� EXP. DATE: _� j.�•da
construction vehicles parking, vehicle refueling, and routine equipment maintenance. FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT INSTALLED. 4Q,
SILT FEN
All major repairs sharp be made off-site. PLANS. WESTERN SOIL & FOUNDATION ENGINEERING, INC. � '"w '
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 423 HALE AVENUE
ry a a az
• s s,tf'ys �� V
Erosion Control 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL ESCONDIDO
CA 92029 STABILIZED CONSTRUGTlON ENTRANCE. ................. . g a �
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 760-746-3553
Q
* Erosion control must be rovided for all erosive surfaces. Sloped surfaces 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO CONTRACTOR FROM THE SURFACE UPON
WHICH THE FILL IS TO BE PLACED. t : .
P P JOB No. 03-45A & 07-19 w ,#
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
especially shalt be protected against " - a�a8 �� RETAINING WALL CITY OF S.D. INFO. No. 222). .... .
DAMAGED OR DESTROYED SHALL BE REPLACED OR RIJ AIRED TO CONDITION NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF , 6
{
erosion by installing erosion resistant surfaces such as EXISTING PRIOR TO GRADING. 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE
erosion control mats, adequate ground cover vegetation,
CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FREE STANDING WALL . . .{CITY OF S.D. INFO. No. 223)...
and bonded fiber matrix. f � a goo
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ; ' a '
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND
�R�
* No excavation and grading activities are allowed during ° REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. CUT AND SLOPES SHALL BE CUT AND
TRIMMED TO FINISH OF ENGINEER OF W
N{SH GRADE IMPERVIOUS CONCRETE ............ ' ' " '- • "i '
wet weather. TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SCORES
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY OF EXCAVATIONS AND EMBANKMENTS SHAD_ BE SHAPED, PLANTED AND TRIMMED THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
. ,
* Diversion dikes shall be construe#ed to channel runoff around the construction DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING AS DIRECTED BY THE ENGINEER
OF WORK AND LEFT IN A NEAT AND ORDERLY . ............................ .... . -fir :.��.,� - .;;-:f
site. Contractor shall protect channels against erosion using permanent and TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWNS CONDITION. ALL STONES, ROOTS
AND OTHER WASTE MATTER EXPOSED OR PRACTICES OF THE ENGINEER'S TRADE or PROFESSION. THE ENGINEER FURTHER ......AGREES THAT THE WORK PERFORMED HEREIN SHALL BE
IN ACCORDANCE WITH F n �
temporary erosion control measures. AND REGULATIONS. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCCORDA ,`may�L" �. . . • •
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES THE A� l ao d O
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF 1 2 MILE OF SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. ENGINEER AGREES THAT ANY
PLAN CHECK or REVIEW PERFORMED BY THE o
* Remove existing vegetation only when absolutely A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN CITY OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC ENTITY FOR THE PLANS \
necessary. Large projects shall be conducted in phases to avoid unnecessary THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS 5. ALL TREES, BRUSH, GRASS
AND OTHER OBJECTIONABLE MATERIAL SHALL PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
removal of the natural ground cover. AND CITY RECOGNIZED HOLIDAYS BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE ENCINITAS OF THE
TECHNICAL SUFFICIENCY or ADEQUACY OF THE PLANS or
Do not remove trees or shrubs unnecessarily; they help decrease erosion. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO 6\
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL INDEMNIFY AND HOLD
HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
* Temporary vegetation must be planted on slopes or where construction is not HAS BEEN HELD ON-SITE WITH THE FOLLOWING PEOPLE PRESENT OF LOCATION OF DEBRIS FILL SHALL BE
SECURED FROM THE SOILS ENGINEER AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE or BODILY INJURY ARISING �' ]
. SO
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. FROM THE NEGLIGENT ACTS,
ERRORS, or OMISSIONS OF THE ENGINEER OVER PERMITTEE. SITE LOCATION:
immediately planned for erosion control purposes. Erosion shall be prevented by
planting fast-growing annual and perennial grosses to shield and bind the soil. AND PERMiTTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND HIS/HER
AG TS or EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK DALE & SUSANNA
WILSON APN.'
D. LANDSCAPING PERFORMED BYE THE ENGIN . 2189 VISTA LA NISA
* Plant permanent vegetation as soon as possible, once excavation and grading 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CARLSBAD,
CA 92009 VACANT LOT ALONG VIA DI FELJCITA
activities are complete. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH " 760-525-3401 APPROXIMITEI_Y'
1000-FT EASTERLY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FRtMrI THE CITY ENGINEER FOR THE PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE OFDESER
T
* Water usage for dust control shalt be minimized. CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND ROSE
WAY.
9 PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS CITY
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE IRRIGATION STANDARDS. SIGNED: D UGLAS E. LOGAN DATE: LEGAL
DESCRIPTION:
HAULING OPERATION,
On-site Construction Material Storage 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES QFEss,��, PARCEL 1 of
P.M 2783,
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED RCE NO.: 39726 4 RECORD
ED 6-24-74 AS
* Stored materials shah be contained in a secure place to prevent seepage and BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY BETWEEN OCTOBER 1 AND APRIL
15. ��' �° C� �y FILE No. 74-168548
AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING LOGAN ENGINEERING >�
spillage. Contractor shall store these products where they will stay dry out of the 132 N. EL CAMtNO REAL SUITE N
rain. Contractor shall provide secondary containment for all fuel stored on-site. UNDER PERMIT N0. 465-G HAS BEEN PERFORMED IN SUBSTANTIAL E. c
39726
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE EROSION +CONTROL ENCINITAS, CA. 92024 �*
760 510-3152 .� Up. 12f31 f07 �
ATTACHED AS-GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE ( }
* Eliminate or reduce pollution of stormwater from stockpiles kept on-site. DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 1. IN CASE EMERGENCY WORK
IS REQUIRED, CONTACT DALE WILSON AT ENG. JOB No. Wilson �r� civil. ��'� DESERT ROSE WAY �
Stockpiles may include soil, paring materials, asphalt concrete, aggregate base, (760) 525-3401. (24 hour No.) OF CA110 °�
�T�s N
P Y P 9 P OPERATION. \ �
etc. Stockpiles shall be located away from concentrated stormwater flows and 2a EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
'� �°
stormdrain inlets. Stockpiles shall be covered or protected with soil stabilization AT ALL TIMES DURING THE RAINY SEASON (OCT. 1st TO APR.. 15th .
measures and provided with a temporary sediment barrier around the perimeter at ( } ALL sp
all times, NOTIFICATION NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND IMMINENT. ;� LO c1
Training STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF VIA DI FEUCtTA ®I r 0
AVAILABLE RECORDS. TO THE BEST 13TH ST 04
OUR KNOWLEDGE THERE ARE N0 3. DEVICES SHOWN ON PLANS SHALL NOT B€ MOVED OR MODIFIED VAIN OUT THE ��ss �a 1+ I0
04
* Contractors' employees who perform construction in the City of Encinitas shall EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE APPROVAL OF THE ENGINEERING
INSPECTOR. ��ER'a CERTIFICATE (" U_
be trained to be familiar with the City of Encinitas stormwater pollution control CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
requirements. These BMP notes shall be available to everyone working on site. The PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 4. THE CONTRACTOR SHALL
RESTORE ALL EROSION CONTROL DEVICES TO
property owner(s) and the prime contractor must inform subcontractors- about SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE WORKING ORDER TO THE SATISFACTION
OF THE CITY ENGINEER AFTER EACH
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
stormwater requirements and their own responsibilities. FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY RUN-OFF PRODUCING RAINFAt1.
L F U )
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER} SHALL HAVE A �
NOTIFICATION OF COMMENCEMENT OF WORK. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES,.
ALTERATIONS or ADDITIONS �' k4 Waste Management MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETED TO TI-TEST
PLANS WNHICH TIME CITE' ENGINEER DETERMINED ARE NECESSARY FOR ,° = g
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.. ,gS � �
Contractor shalt be responsible for properly disposing of all waste and unused A. SEWER - (800) 227-2600 - CARDIFF SANITATION DISTRICT
0 w
construction materials. Dumping of unused or waste products on the ground, I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER or GEOLOGIST
HAS BEEN
' 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
where water can carry them into the conveyance system is strictly prohibited. B. GAS & ELECTRIC - (800) 227-2600 - SDG&E. or WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS CONDITION. OF THE COMPACTION AND STABILITY OF THE SITE. �.� �� LIJ Z
* No seepage from dumpsters shall be discharged into C. WATER - (800) 227-2600 - O.M.W.D. 0 LLJ
stormwater. Berms/dikes shall be placed around dumpsters 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN w
D. TELEPHONE - (800) 227-2600 - PACIF=IC SELL SHALL BE INCORPORATED HEREON.
to divert the natural storm runoff. Dumpsters shall be checked frequently for SIGNED: � DATE: 7"20--b� c�
leaks.placed within t i lids share remain closed at all times. Dumpsters without lids shall E. CABLE TV - (800) 227-2600 - DANIELS CABLE. 8. GRADED AREAS AROUND
THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE D E T WILSON, TRUSTEE U �
be placed within structures with impervious roofing or covered with tarps in order FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
to avoid rain contact with any trash material. 0
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT SIGNED: DATE:_
• U"1 1,_
* Many construction materials, including solvents, water-hosed paints, vehicle PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:(760) 633-2770. THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY SUSANNA WILSON TRUSTEE VICINITY MAP 0
fluids, broken asphalt and concrete, wood, and cleared vegetation can be recycled. FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL i
TEE NO SCAt E Z Z 0
Non-recyclable materials must be taken to on appropriate landfill or disposed of 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BE REMOVED AFTER EACH RAINFALL
, THOMAS BROS. PAGE 1148, A5 w M_
as hazardous waste. For information on disposal of hazardous material, call the INSPECTION. PHONE-.(760) 633-2770. ALL WORK PERFORMED WITHOUT
UJ
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND
Hazardous Waste Hotline toll free at (800) 714-1195. For information on landfills REMOVAL 10. SHOULD GERMINATION OF HYDROSEED€D SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90� COVERAGE} PRIOR TO *EARTHWORK
and to order dumpsters call EDCO at (760} 436-4151. Z
NOVEMBER 15th THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW • Civil Engineering
* Pollutants shall be kept off exposed surfaces. Place trash cans and recycling INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND CUT =
1000 t C.Y. FILL = 1000 t C.Y. EXPORT = 1066 t C.Y. IMPORT = C.Y.
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF • Land Planning
REMEDIAL GRADING : IMPORT/EXPORT IS THE REMEDIAL GRADING. SEE SOILS REPORT DATED 5-15-07. Structural
receptacles around the site. ENMROMENTAL DATA CONSERV TION. . j y
* - --- • Surveying 1 0 r�
Portable toilets roust be in good working order and checked frequently for leaks. A�5 (/I VI ' EARTHWORK OUAN7777ES ARE CALCULA7E0 :0N A
THSCi4£T7CAL BASIS AND -r
Contractor shall provide secondary containment and locate portable toilets away 1) STEEPEST EXISTING SLOPE ON-SITE - 2:1 MAN-MADE SLOPES. ARE U77LIZED FOR
PERMIT AND EIV14ROIVMENTAL PURPOSES ONLY. AC7UAL 132 N. El Camino Reap quite N - Encinitas 1%� � "
l 6`01 OUAN7777ES ,f�MA Y VARY l3UE TO UNFORESEEN LOSSES, SNRIMKAGE AIVDIOR 1 ����4
from stormdrain inlets on pervious surfaces. 2) MAXIMUM VERTICAL DEPTH OF CUT = 5.0' S6fELLfNC FACTORS. Phone
760-510-3152 Fax 760-510-3153 LIJ
�v S E• C- :
* All construction debris shall be kept away from the street, utter, and 34'?t-6 -exp- lZ-�3I-M'1 <
P Y g 3) MAXIMUM VERTICAL DEPTH OF FILL = 1.0
stormdrain. Contractor must routinely check. NHAIN MUNICIPAL WATER DIS I FIC I ENCWAS FIFE DEPARTMENT PA + FECFEATDN DEPT.-PLK= WOWS
and clean up material that may have traveled away from construction site 4) AVERAGE DEPTH OF CUT = 2.0'
Stormwater Pollution Control BMP Notes
. s
Relative to Construction Activities 5) AVERAGE DEPTH OF FILL = 0.5' no,/
Li_.l v)
APPROVED BY DATt APPF4bvED by DATE. o ' ���7 ,
FILE NAME: RCE\2007\Castle\Wilson\Civil\wiison-Shtl.awg --
(SIGNATURE EXPIRES 2 YEARS AFTER DATE) APPROVED BY DATE ROVED BY DA PLOT DATE: 07-11-07 C9 0
REVISIONS APPROVED DATE REFERENCES DATE MAF SCALE PLAI�INM x I D. R.T.3 D.E.L VAL 1TY F EE1 C HINT°A ENGINEERING
SERVICES DEPARTMENT L
DRAWING NCB.
Q�1 OC-0073 CHIS. SQ. TOP OF HEADWALL W/ PLA S IPREPA D UNDER SUPERVISION OF RECOMMENDS � AP VE
STEEL FN PST - SW COR. INT. OF EL CAMINOi GRADING & DRAINAGE PLAN FOR:
*41*:'p t DEL NORTE AND RANCHO SANTA FE ROAD. 23 HORIZONTAL N/A �. 3d •0 / DATE. 1-15 -61-d 1 BY: BY: y
WEST OF RANCHO SANTA FE AND 60 SOUTH / -
14-4 S t(A,t to 5 0 OF EL CAMINO DEL NORTE CENTERLINES. VERTICAL N/A �R DRS 7 3D 0-7 R.C.E. NO. 39726 DATE: 2 DATE: O
EL=119.476 DATUM: U.S.C. & G.S. APPROVED BY DATE ENGINEER
DOUGLAS E. LOGAN EXP. 12-31-07 �� VIA DI FELICITA REF. CASE NO. 00-167 ETA)