2008-10042 G (Plans) GRADlNGNOTES NOT71CATIONS L. W.D. SE NOTES DES STA J /SPEC N SC
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, DEVELOPMENT OF THIS
PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE SOUTH QUARTER OF TFiL° WEST HALF OF THE SOUrHWES
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR STATE WATER RESOURCES
CONTROL BOARD (SWRCB) ORDER NO. R9-2007-0001 QUARTER OF THE SOUTHWEST QUARTER Dv aECTION 35, TOWNSHIP
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING DR (N. P. D. E. S. GERNERAL PERMIT NO, CS0108758) , WASTE DISCHARGE 12 SOUTH, RANGE 4 WEST, S.B.M., IN THE COUNTY OF SAN
DIEGO„
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AFTER CONSTRUCTION. REQUIREMENTS
FOP DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL- PLAT THEREOF
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER: CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH
SAID PERMIT, A STORM AND LOT 22 OF CITY OF ENCINITAS, TRACT NO. 98-094, IN THE G1 '
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE WATER POLLUTION
PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,.
STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY LEUCADIA WASTEWATER DISTRICT LWD SEWER
STANDARDS AND TO THE PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE ACCORDING TO MAP THEREOF H,0. .23778, FILED IN THE OFFICE t3
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 10, 1999.
REQUEST FOR INSPECTION, LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S CONSTRUCTION (GREENSOOK) AND THE REGIONAL STANDARD DRAWINGS, NOTICE
OF INTENT (NOI) WILL BE FILED WITH THE SWRCB. A COPY OF q
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWO SEWER THIS PROJECT SWPPP
SHALL BE FILED WITH CITY OF ENCINITAS WHEN A. . . S: 254-631-14 & 216-122-15
2, THE SOILS REPORT TITLED "LIMITED SITE INVESTIGATION FOR UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR STANDARDS GOVERN. RECEIVED;
FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB Se SS
PROPOSED 4-LOT RESIDENTIAL SUBDIVISION LOCATED AT 1450 VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION SHOWING THE PERMIT NUMBER
FOR THIS PROJECT SHALL BE FILED WITH THE
BLUE HERON AVENUE IN ENCINITAS, CALIFORNIA " PREPARED BY OF COMMENCEMENT OF WORK: 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS
CITY OF ENCINITAS WHEN RECEIVED.
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC DATED SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 1450
BLUE HERON AVENUE
AUGUST 9, 2005, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE A , SEWERS - LWO (760) 753-0155 IN ADDITION, THE UNDERSIGNED
AND SUBSEQUENT OWNER (S) OF ANY ENCINITAS, CA 92024
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. B GAS & ELECTRIC - SDG&E (800) 422°4133 - DIG ALERT 4. THE CONTRACTOR SHALL HAVE A COPY
OF THE SEWER NOTES 2. & 3. PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO.
DOCUMENTS ON THE "SITE AT ALL TIMES. AND BY SWRCB ORDER NO. R9-2007-0001, AND ANY SUBSEQUENT AMENDMENTS F4
l EE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH
IN
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C. WATER - OMWD (800) 422-4133 - DIG ALERT 5. THE CONTRACTOR SHALL GUARANTEE ALL
WORK FOR A PERIOD OF ONE SECTION C. 7 OF SWRCB ORDER NO, R9-2007-0001. DONNIE PHILLIPS h
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL 1450
BLUE HERON AVENUE \\`1
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT REPAIR OR REPLACE ANY WORK THAT MAY PROVE
DEFECTIVE IN NOI # 9 370353968 ENCINITAS, CA 92024
CONJUNCTION WITH IMPROVEMENT PLANS, WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD (760) 634-1401
E. CABLE TV - COX (800) 422-4133 - DIG ALERT WITHOUT EXPENSE WHATSOEVER TO LWD
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE BY. DATE.'
GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 6. PRIOR TO BEGINNING SEWER WORt(, CONTRACTOR SHALL SECURE A
DONNIE PHILLIPS ES S
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED PHONE: (760) 633-2770. OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION.
3, 500 CUBIC YARDS EXCAVATION (CUT)
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. O R'S CERT[FICATE 5, 000 CUBIC YARDS EMBANKMENT (FILL)
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 7. APPROVAL OF THIS PLAN BY LWD DOES
NOT CONSTITUTE A \�
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED REPRESENTATION OF THE ACCURACY OF THE
LOCATION OF, OR THE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 1, 500 CUBIC YARDS IMPORT V
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, THESE PLANS.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR REJECTION AND REMOVAL. PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. IT
IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER S S ENGINEER'S CERT19CATE B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES TRENCH VOLUMES OR ANY OVEREXCAVATZON, IF
OR A LICENSED LAND SURVEYOR, DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER
COMPLETION OF REQUIRED BY SITE CONDITIONS
I, M MAIMCbOLI S. NA LLOA REGISTERED CIVIL ENGINEER IN THE STATE OF THE IMPROVEMENTS.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 9, CONNECTIONS
TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL DONE IN THE DIRECT PRESENCE OF
THE LWD INSPECTOR. NEW SEWER I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ARE CORRECT PRIOR TO COMMENCEMENT OF WORK,
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY SHALL NOT BE CONNECTED OR
ALLOWED TO FLOW TO EXISTING SEWER GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND DIRECTION BETWEEN THE DATES 7-Z/-057 AND 1-71-40 . ONE COMPLETE UNTIL AFTER FINAL ACCEPTANCE
OF ALL UPSTREAM WORK BY THE LWD OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION EARTHWORK QUANTITIES ARE ESTIMATED FOR
REGULATIONS. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY INSPECTORS OR AS APPROVED BY DISTRICT ENGINEER. AND STABILITY
OF THE SITE. PERMIT PURPOSES ONLY. (CALCULATED ON A
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY THEORETICAL BASIS. ACTUAL QUANTITIES MAY
VARY
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) ENGINEER, FURTHERMORE, I 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES
TO THE DUE TO SHRINKAGE OR SWELL FACTORS) .
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED
BY LWD ON t sC��1
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE THE PLANS.
T REMEDIAL GRADING QUANTITIES = 1, 430 CUBIC YARDS
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS, BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 1450 B PHILLIPS DATE
11. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL 1450 BLUE HERON AVENUE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SIGNED. tm !`- �' � APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. ENCINITAS,
CA 92024
MEETING HAS BEEN HELD ONSZTE WITH THE FOLLOWING PEOPLE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, RCE NO. : 5 y®7t 12. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR
A PERIOD
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING �€ES , OF TIME NOT TO EXCEED ONE YEAAR FROM APPROVAL DATE TO START OF LEG
END
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN EXP. DATE: I�' S CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START
OF
ADVANCE BY CALLING (760) 633-2770. ! ' CONSTRUCTION, THE DEVELOPER SHALL RESUBMIT THE PLANCHECK TO THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INCA DISTRICT ENGINEER FOR AN UPDATED REVIEW
AND APPROVAL. ANY CHANGES PROPERTY SUBDIVISION BOUNDAPY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 10925 HARTLEY ROAD, SUITE I No60 05A4 071 0 REQUIRED TO THE PLANS SHALL BE MADE
AT THE DEVELOPERS EXPENSE AND V/1 ___ -
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE SANTEE, CALIFORNIA 92071 Exv, It 3i-�'f APPROVED BY THE LWD DISTRICT ENGINEER PRIOR
TO THE START OF CONSTRUCTION. PROPOSED CONTOURS 255
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER (619) 258-7901 1
LA COSTA AVE EXISTING CONTOURS
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE r *
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING q ., EXISTING SEWER CLEANOtJT
OPERATION. EROSION C® CAL
EXISTING SDI BOX
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 1 . IN CASE EMERGENCY WORK IS REQUIRED. CONTACT
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL TOM SANFORD AT (760) 643-1401 EXISTING WATER MAIN
RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10042-G 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE `
EXISTING SEWER MAIN
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT \1 10 Aff -
RIM EXISTING 4" SEWER LATERAL
AS-GRADED PLAN", THIS STATEMENT SHALL BE FOLLOWED BY THE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF �
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES TEMPORARY DEVICES WHEN RAIN IS IMMINENT. _..
_._....__ _
SUCH GRADING OPERATION. 3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED . - CENTERLINE
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PROPOSED EASEMENT
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED PER PARCEL MAP_____
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT 4. THE CONTRACTOR SHALL RESTATE EROSION CONTROL DEVICES
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 6Wq PROPOSED PARCEL LINES
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL AFTER EACH RUN OFF PRODUCING RAINFALL. PER PARCEL MAP
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL g
PROPOSED SETBACKS
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO E
-
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
TESTS ON, HIM OR UNDER HIS
AND EXCAVATIONS WERE THAT WHICH MAY ARISE. C Sr THE NC S
s3 i B LIMITS OF WORK] AGING --
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE /'
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO PRIOR TO THE DELIVERY OF BUILDING
CONSTRUCTION MATERIALS TO THE PROJECT PROPOSED CUT SLOPE (2:1 MAX)
THEIR INTENDED USE. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SATISFACTION OF THE ENCINITAS FIRE DEPARTMENT:
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED GRADING PLAN SHALL BE INCORPORATED HEREON. PROPOSED FILL
SLOPE (2:1 MAX)VICBV=MAP
OFRWATER. T®HERSHALL CONTROL ESURFACE GWATER ANDVAVOIDONDING B GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 1 APPROPRIATE INSPECTING DEPARTMENT
OR AGENCY. APPROVED BY THE
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK NTS
PROPOSED FLOWLINE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION DAY. 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES.
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE HATCHED
AREA REPRESENTS LANDSCAPED AREA
INSTALLED. AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY PAIN 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED
BY STATE OF ENGEVEER OF WORK FOR BEST MANAGEMENT PRACTICE NOT TO BE
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) . SILT THE ENCINITAS FIRE DEPARTMENT AND THE APPLICABLE WATER DISTRICT. MODIFIED
WITHOUT PERMIT FROM THE CITY.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. THIS INCLUDES ALL FIRE HYDRANTS
THAT ARE TO BE RELOCATED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 6" PVC DRAINAGE PIPE, UNLESS (SCH. 40)
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR ENGINEEER'S TRADE
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK OTHERWISE INDICATED
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PERFORMED HEREIN SHALL
BE IN ACCORDANCE WITH THE RULES AND REGULATIONS gmmt
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 L SC �J REQUIRED
BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR PROPOSED BROW DITCH PER D-75
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE REVIEW PERFOMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO OF CALIFORNIA DEPARTMENT OF CONSERVATION. FOR THE PLANS PREPARED BY THE ENGINEER
IS NOT A DETERMINATION BY THE CITY OF
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE ENCINITAS
OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, PROPOSED 2' X 2' CATCH BASIN (NOS OR EQUIV.)
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT NOTES.- CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY PROPOSED PCC CONCRETE - THICKNESS 5 1/2" L�_,
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. WITH 6x6 W2.9/W2.9 L
ACCORDANCE WITH SPECIFICATIONS. AND HOLD HARMLESS THE CITY OF ENCINITAS AND %T5 OFFICERS, AGENTS, AND EMPLOYEES
1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL FROM PROPERTY
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING
ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT
OF PROPOSED PCC DRIVEWAY PER G-14B
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS WORKING %N THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO OF ANY SLOPES GRADED BETWEEN OCTOBER
1 AND APRIL 15. THE WORK PERFORMED BY THE ENGINEER.
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE WILL RESULT %N AN ISSUANCE OF A STOP WORK NOTICE AND
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY
PROPERTY
OF THE
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY GRAVEL
BAGS PER DETAIL SHT. 3 ooaouc=ara�c��+�
LINE IS. RC NOTES:
; �' Z` 01
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE BY: � (�� SILT FENCE PER DETAIL SHT. 3 --X
'x;---
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 2 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED 1 . THE STEEPEST EXISTING SLOPE
IN THE GRADED AREA IS 40% BRIAN MICHAEL AROOLINO DATE
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNDERGROUND. (EXCLUDING ANY EXISTING MAN MADE SLOPES) . CONST
RUCTION ENTRANCE PER DETAIL SHT, 3
ACCORDANCE WITH THE GRADING ORDINANCE.
3 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4. 5 FT AND THE HYDROSEEDED
AREAS
16. ALL TREES, BRUSH, GRASS„ AND OTHER OBJECTIONABLE MATERIAL ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM MAXIMUM VERTICAL HEIGHT OF FILL
IS 5. 5 FT FES51®� (SEE NOTES SHT. 3) - =--
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE QPp
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT CONVEYED TO AN APPROVED DRAINAGE FACILITY. _ = O CNAEL
�E
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE 3. A.} AVERAGE DEPTH VOLUME OF CUT (C. F. ) 56, 700 RCE No. 71651
Q4 �S
)
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF OF CUT AREA OF CUT (S. F. = 37. 761 4. EROSION CONTOL MEASURES
(E. G. BONDED FIBER MATRIX, e r
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED B.) AVERAGE DEPTH VOLUME OF FILL
(C. F.) = 124, 200 Cr i m NOTE:
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. OF FILL AREA OF FILL (S.
F.) = 59, 858 ¢ m No. 71651 0 ASURVTHEPHEIGHTGCJFSALLAFUTURE STRUCTURES T05BE
SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER Exp. 12/31/
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED aL ASSOCIATES l0 CONSTRUCTED IN ACCORDANCE WITH
30.16.10 B (6d) OF THE
SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST otw �
LENGINEERING+LenDPLANNIN®+LANDGUwYING CITY OF ENCINITAS MUNICIPAL CODE,
CTVI�
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER 535 N Cout Highway 101 Ste A Solana Beach,CA 92075 �Tq
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY ph 858.259.82121 f3:858.259.4812Ipiasenginearingcom PLSA 1472 F OF CA1-1�
DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO
WASHOUT AREAS, COVERED STORAGE AREAS FOR