2007-563 G (Plans) BIGHT OF WAY NOTE:
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT !FAST 48 HOURS B. NOTIFICATIONS STORMWATER POLLUTION CONTROL
BMP NOTES (PART A) RHDIJITIVE TO CONSTRUCTION ACTTVITDIIS
<d
PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A ,
STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
AND STRUCTURES SHOWN ON THESE PLANS CONCRETE WASHOUT e
HiS /HER PROPERTY LINE iS. WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
� ''" �► ;
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR iS REQUIRED TO TAKE CONTRACTOR SHALL ESTABLISH AND USE AN
ADEQUATELY SIZED CONCRETE 0
DRAINAGE NOTE: DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT WASHOUT AREA TO CONTAIN WASHOUT WASTES
ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, A,
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID PLASTER AND THE LIKE INTO THE STORMWATER
CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST ,
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN UTILITIES OR STRUCTURES PRIOR A SIGN DESIGNATING
THE WASHOUT LOCATION.
AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED TO A NY EXCAVATION, FOR VERRiFICATION AND LOCATION OF UTILITIES
AND NOTIFICATION OF COMMENCEMENT 'OF
DRAINAGE FACILITY. A. SEWERS - CSO - (760 )-633 -2770 �Oj+.�TRUCTION SITE ACCESS woo l* �► �
UT11 B. GAS Ac ELECTRIC - SDGE - (760 } - 438 -6200 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS
AND INGRESS TO PREVENT TRACKING ~
C. WATER - SAN DIEGUITO WATER DISTRICT - (760) - 633 -2922 DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND
/OR CORRUGATED STEEL PANELS /PLATES.
ALL UTILITIES SERVING THiS SITE SHALL BE INSTALLED UNDERGROUND. D. TELEPHONE - AT&T - 1 -800 -750 -2355 ;f
CONSTRUCTION VEHICLES "* ++
W= TO BE DONE E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X -2233 , o
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING +p �►
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON
A. Gam THIS PROJECT. PHONE: (760)- 633 -2770. VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE
MADE OFF -SITE. N �,, .,,
�0
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR EROSION CONTROL
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CiTY OF ENCINITAS AND THE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE: (760)- 633 - 2770. , . *w •'"`"`' ' '"
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
TO REJECTION AND EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED ,': •�
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. REMOVAL. AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES
SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND
COVER VEGETATION, AND BONDED FIBER MATRIX. JOANNE BERG
2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION PROPOSED HORSE RIDING AREA, 3637 COPPER D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES
SEE SHEET 3) 3637 COPPER CREST ROAD d'
ENCINITAS CALIFORNIA, APN 264- 222 -24 -�" FOR THIS PROPERTY PREPARED BY NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
ENCINITAS CA 92024
CREST ROAD '�
- -
HETHERINGTON ENGINEERING INC. DATED APPRIL. 16, 2007, PROJECT No. 5765. 1. SHALL BE CONSIDERED AS A 1. iN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOANNE
BERG AT (760)- 672 -4088, 24 HOURS.
WET PART PHONE: 760 - 672 -4088 " 4 x TIN
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
DIVERSION DIKES SHILL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SiTE. CONTRACTOR SHALL SITE ADDW$SS:
RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SiTE ON PROTECT CHANNELS AGAINST EROSION USING PERMANENT
AND TEMPORARY EROSION CONTROL MEASURES. 3637 COPPER CREST ROAD VICINITY MAP n
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO ENCINITAS CA
92024
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR RAIN IS IMMINENT. AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; � NOT -TO -SCALE
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. AN: 264- 222 -24
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE THEY HELP DECREASE EROSION.
(2006 THOMAS BRO PAGE NO. 1148, B -3)
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE ENGINEERING INSPECTOR.
GRADING. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PUNNED FOR
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE EROSION CONTROL PURPOSES. ERROSLOTN SHKL_ BE PREVENTED
BY PLANTING FAST -ORO W 903AL AND PERENNIAL PARCEL 1 OF PARCEL MAP NO. 8251, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, CALIFORNIA, FILED
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
RAINFALL. GRASSES TO SHIELD AND BIND THE SOIL. IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, JANUARY 4, 1979.
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE PLANT PERMANENT VEGETATION AS
SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. OWNER'S CERTIFICATE
EXISTING PRIOR TO GRADING. CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY
ARISE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. i (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR ON -SITE CONSTRUCTION MATERIAL STOWAGE
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
L AND
SUURVEYOR. TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE
TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL 0b STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
DATE' °_ . ____° °_-_- -- ---_-
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AIVO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND HEREON.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHILL BE INCORPORATED CONTAINMENT FOR ALL FUEL STORED ON -SITE.
r
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
STANDARDS, LAWS AND REGULATIONS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE PARING MATERIALS,
ASPHALT CONCRETE AGGREGATE BASE ETC. STOCKPILES SHWA BE LOCATED AWAY FROM CONCENTRATED SIGNATURE:
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN -
CONCLUSION OF EACH WORK DAY. TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL --
JOANNE B G�T_ OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
BE IN PLACE AT THE END OF EACH WORKING DAY STABILIZATION MEASURES AND PROVIDED WiTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER
T$AMG SOILS ENGINEER'S CERTIFICATE
DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH 1, Y COHEN A REGISTERED
CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
THE FOLLOWING PEOPLE PRESENT: CiTY INSPECTOR ' WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO CIVIL ENGINEER SOILS ENGINEER GRADING CONTRACTOR APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THiS SITE
AND LKUUCADIA WASTEWATER DISTRICT SEWER N OTES: WAS MALE BY ME OR UNDER MY DIRECTION ON 03- 05 -07. ONE
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THiS
EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AIVO THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES. STUDY, WiTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
BY CALLING (619) 633 -2770. 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR
REVIEWED THESE GRADING PLANS AND CEgFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER HAVE BEEN I NCORPQWD
IN THE GRADW PLANS AND SPECIFICATIONS.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SiTE WITHIN THIS CONSTRUCTION. �=
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE CONTRACTOR SNAIL BE RESPONSIBLE FOR PROPERLY
DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS SIGNED:__-__- _- ____________ __N- _- ___�pfESSIp
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL. COMPLY WiTH ALL CONDITIONS AND REQUIREMENTS THE CITY 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL
CONFORM TO THE LEUCADIA WASTEWATER DISTRICT I �Q � Lo
// 193 E`
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE RCE NO.:_?�4Di1,•�� - _- -___,r � 's'
Q IN SYSTEM IS STRICTLY PROHIBITED. __ - -_ ,� a, 4
(GREE� ION
AND THE REGAL STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE ', Y c
In
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR TO FINAL GRADING LWD SEWER STANDARDS SHALL GOVERN. NO SEEPAGE FROM
DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS DIKES SHALL. BE PLACED AROUND EXP. DATE :_Q2tWf�__- _- __- _-- _ --- - ----- �
/ Ift 2316 , � LCD
APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: >K o EW
Dftj W �• 41�F m
`THE GRADING UNDER PERMIT N0.563 -G HAS BEEN PERFORMED iN SUBSTANTIAL CONFORMANCE WITH THE 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS
SHALL BE FOLLOWED AT ALL TIMES DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF, DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER ,NOB x:5765 1
r a cc m
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHILL BE PLACED WITHIN STRUCTURES WITH � Qh �. /
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE WITHOUT EXCEPTION.
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. IMPERVIOUS ROOFING OR COVERED WITH TARPS
IN ORDER ENGINEERING INC. OF
R TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. l�T�„��'�` {r t �
LAlA�
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 AND 3 ON THE MANY CONSTRUCTION MATERIALS, INCLUDING
SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND 5205 AVENIDA ENCINAS, SUITE A
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS JOBSITE AT ALL TIMES. CARLSBAD,
CA 92008
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND (760)- 931 -4369
BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WiLL 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF
1 YEAR AFTER THE DATE OF FINAL APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL,
O
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.. UPON COMPLETION OF GRADING OPERRATiONS HE SHALL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY
WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
to
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT
EXPENSE WHATSOEVER TO LWD. DUMPSTERS CALL EDCO AT (760) 436 -4151. STATBi[ET OF ING _WEER OF WORK
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE
TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
fi. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO
CONSTRUCTION. SITE. ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING WORK PERFORMED HEREIN SHALL
BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, V
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL. MEASURE TO PREVENT EROSION OF 7. APPROVAL OF THIS PUN BY LWD DOES NOT CONSTITUTE A
REPRESENTATION OF THE ACCURACY OF THE LOCATION PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL TO THE
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND
UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS PERFORMED
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS Z
HAVE BEEN INSTALLED. OF THiS PROJECT. SURFACES. NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST R THEREFORE DOES NOT
RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHILL BE PLACED IN 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD
DISTICT ENGINEER IN WRITING PRIOR TO ROUTINELY CHECK AND CLEAN LL MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE THEREON. THE ENGINEER
AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND iTS OFFICERS, AGENTS. AND 0
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION. EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF Z
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL FOR MORE INFORMATION ON STORMWATER POLLUTION
CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL
ONLY BE DONE IN THE DIRECT PRESENCE OF THE EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. m
BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR
ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. LAJ
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND COMPACT THE FILL iN STRICT FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR,
OR AS APPROVED BY DISTRICT ENGINEER. , w
ACCORDANCE WITH SPECIFICATIONS. ENVIRONMENTAL DATA B'Y:_ - -- -------- N ___- ____ -- DATE: -15- ��
Z
10. ALL SERVICE LATERALS SHALL. BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN 1) STEEPEST EXISTING NATURAL SLOPE
ON -SITE = 23% BARRY L. MUNSON N OTE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE APPROVED BY LWD ON THE PLANS. 2) MAXIMUM VERTICAL
DEPTH OF CUT = 8' SAN DIEGUITO ENGINEERING INC. ESSA C'
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ENBANKMENTS SHALL BE SHAPED. PLANTED BARRY L MUNSON -A
DISTURBANCE OF COASTAL
3) MAXIMUM VERTICAL DEPTH OF FILL = 4 � � 4 Y� F SAGE SC HAS l3 E E N Z
AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL 11. ALL SEWERS AND LATERALS SMALL BE IN PLACE AND
SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR 4407 MANCHESTER UITE 105 •�''►
STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE PRIOR TO PAVING. 4) AVERAGE DEPTH OF CUT
= 1,500 C.Y./12,310 S.F. x 27 = 3.3 FT ENCINITAS, CA 92024 AVE, � � 'j.!' '�`� W
; � °s MITIGATED VIA PURCHASE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES 5) AVERAGE DEPTH OF FAIL = 375 C.Y.
/6,430 S.F. x 27 = 1.6 FT TELEPHONE NO. (760)- 753 -5525 O F MITIGATION CREDITS AN D O
12. FINAL APPROVAL OF PUNS BY THE DISTRICT ENGINEER IS VAUO FOR A PERIOD OF TIME NOT TO EXCEED ONE
SMALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. EARTHWORK: RCE NO.: C40980 �. IS APP f�
V E p PER 08-• 051 E IA
YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START EXP. DATE:
03 -31 -09 J ► DIP• 3"31 -0 H
OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED CUT = 1,500 C.Y. FILL = 375 C.Y.
N
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR � j , C A V
A A. ,��
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN REVIEW AND APPROVAL. ANY CHANGES REQURED TO THE PLAINS
SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND EXPORT = 1,125 C.Y. F A p
CLEARED WiTH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION
NoText
NoText
NoText
NoText