2008-947 G (Plans) GRADRVG NOTIFICAT L. W.D. SEWER N07ES NPDES STATEMENT/ SPECIAL, N07E LEGAL DESCRlMO
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1. LWO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, DEVELOPMENT OF
THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE REMAINDER PARCEL OF PARCEL MAP NO. 19615 IN THE CITY OF ENCINITAS,
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A PRIVATE ENGINEER OF WORD OR CONTRACTOR FROM RESPONSIBILITY FOR STATE WATER RESOURCES
CONTROL BOARD (SWRCB) ORDER NO. R9- 2007 -0001 COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THERE OF
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 OR (N.P.D.E.S. GERNERAL PERMIT NO. CSO108758), WASTE DISCHARGE FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDE DECEMBER B
2W4
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AFTER CONSTRUCTION. REQUIREMENTS
FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH AS FILE NO. 2004- 1154727.
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER: CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH
SAID PERMIT, A STORM ALSO THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST
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 QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35 TOWNSHIP 12 SOUTH,
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 RANGE 4 WEST, SAN BERNARDINO MERIDIAN IN THE CITY OF ENCINITAS CObjVf
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 OF SAN DIEGO, STATE OF CALIFORNIA.
REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS
NOTICE OF INTENT (NOI) WILL BE FILED WITH THE SWRCB. A COPY OF
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER THIS PROJECT
SWPPP SHALL BE FILED WITH CITY OF ENCINITAS WHEN A.P.N. S: 216- 122 -14, 40, 44
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 ��
REMAINDER PARCELS LOCATED AT 1555 BELLA VISTA DRIVE IN VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION SHOWING THE PERMIT NUMBER
FOR THIS PROJECT SHALL BE FILED WITH THE SHE
ENCINITAS, CALIFORNIA" PREPARED BY EAST COUNTY SOIL OF COMMENCEMENT OF WORK: 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS
CITY OF ENCINITAS WHEN RECEIVED.
CONSULTATION AND ENGINEERING, INC DATED AUGUST 27, 2007 SHALL BE FOLLOWED AT ALL TIMES WITHOUT A. SEWERS - LWD (760) 753 -0155
EXCEPTION. 1555 BELLA VISTA DRIVE
AND "RESPONSE TO 3RD PARTY REVIEW" PREPARED BY EAST IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY ENCINITAS
, CA 92024 ,
COUNTY SOIL CONSULTATION AND ENGINEERING, INC DATED 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. PORTION OF THE
PROPERTY COVERED BY THIS GRADING PERMIT NO. 947 -G,
0- 27 -07, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE B. GAS & ELECTRIC - 5DG &E (800) 422 -4133 - DIG ALERT DOCUMENTS ON THE J08SITE
AT ALL TIMES. AND BY SWRCB ORDER NO. R9- 2007 -0001, AND ANY SUBSEQUENT AMENDMENTS
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN
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. BELLA VISTA ENCINITAS, LLC
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL 364
2nd STREET SUITE 9 �\
DIG ALERT
D. TELEPHONE - SBC (800) 422 -4133 - NOI # 9 370352393
SIZES, LOCA TION AND TYPE OF DRAINAGE FACILITIES, NOR OF REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN
ENCINITAS, CA 92024
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD {�\
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN E. CABLE TV - COX f800) 422 -4133 - DIG ALERT WITHOUT EXPENSE WHATSOEVER TO LWD
1J
BY.' DATE: >'YO°d
CONJUNCTION WITH IMPROVEMENT PLANS.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT'S OFFICE 46 6 . PRIOR TO BEGINNING SEWER WORK,
CONTRACTOR SHALL SECURE A TOM SANFO MANAGER ' E►S
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM
GRADING. PHONE: (760) 633 -2770. OF 46 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. ' 900 CUBIC YARDS
EXCAVATION (CUT)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A O S CA
6400 CUBIC YARDS EMBANKMENT (FILL)
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED IT IS PLANED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
5500 CUBIC YARDS IMPORT
TO PROTECT ADJACENT PROPERTIES DURING GRADING OP WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REPRESENTATION THE ACCURACY OF THE LOCATION OF,
OR THE THESE PLANS
E
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REJECTION AND REMOVAL. EXISTENCE OR NON- N- EXISTENCE OF ANY UNDERGROUND UTILITY,
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. IT IS FURTHER AGREED THAT
THE OWNER (DEVELOPER) SHALL HAVE A
9 REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR SO ENG CER7VICA7E 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES TRENCH VOLUMES OR ANY OVEREXCA VA TION, IF
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF REQUIRED BY SITE CONDITIONS
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER I, M A M A 01.15. 2>OAu0A REGISTERED CIVIL ENGINEER IN THE STATE OF THE IMPROVEMENTS.
OR A LICENSED LAND SURVEYOR. 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
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.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 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
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE DIRECTION BETWEEN THE DATES 6/7/0s AND S /iT / . 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
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY INSPECTOR, OR AS APPROVED BY
DISTRICT ENGINEER. AND STABILITY OF THE SITE. PERMIT PURPOSES ONLY. (CALCULATED ON A
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER, FURTHERMORE, I THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
REGULATIONS. SO. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE '" DUE TO SHRINKAGE OR SWELL
FACTORS).
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON /-ZS
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE THE PLANS.
TOM SANFORD, MANAGER DATE REMEDIAL GRADING QUANTITIES = 5, 700 CUBIC YARDS
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. BELLA VISTA ENCINITAS
LLC
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. yf, ^ �, 11. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL 1555
BELLA VISTA DRIVE
NOR ON S ATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SIGNED: V n `( j APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
ENCINITAS CA 92024
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING RCE NO.: Sgo71 12. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR
A PERIOD
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE OF TIME NOT TO EXCEED ONE YEAAR FROM APPROVAL DATE TO START OF
LE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, EXP. DATE: 12- 31- 9 CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED
PRIOR TO START OF
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLANCHECK TO THE
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN EAST COUNTY SOIL CONSULTATION AND ENGINEERING, IN DISTRICT ENGINEER FOR AN UPDATED REVIEW
AND APPROVAL. ANY CHANGES PROPERTY SUBDIVISION BOUNDARY
ADVANCE BY CALLING (760) 633 -2770. HARTLEY ROAD, SUITE I A S=QUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND
A4 110
10925 - - - - -
10925 , CALIFORNIA 92071 t2 -bl - APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. PROPOSED
SETBACKS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY (619) 258 -7901 PROPOSED LOT LINE
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE LA COSTA
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 1 C1b PROPOSED CONTOURS 255
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER A1ti
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE EROS10N EXISTING CONTOURS °-
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT EXISTING SEWER CLEANOUT 0
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING TOM SANFORD AT (760) 643 -1401 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
EXISTING SDG&E BOX c
.
PERMIT BUT PRIOR TO FINAL -GADDED APPROVAL AND/OR FINAL AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, ALL
RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION SHALL BE NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
H •�, EXISTING WATER MAIN - --- �d-- "--- -- Oro - -" --
AE STATING: "THE GRADING UNDER PERMIT N 947-- CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF SIZE
EXISTING SEWER MATH
GRADING APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED - -S- - -- -
HAS S BEEN PE RFORMED IN SUBSTANTIAL CONFORMANCE WITH THE TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE 3• DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
EXISTING 4" SEWER LATERAL
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
SUCH GRADING OPERATION. 5
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES EXISTING 2" WATER SERVICE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN OFF PRODUCING RAINFALL. CENTERLINE
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO S
PROPOSED EASEMENT - - - - -
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WHICH MAY ARISE. PROPOSED BUILDING FOOTPRINT
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 6. THE CONTRACTOR SHALL 8E RESPONSIBLE AND SHALL TAKE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT NECESSARY PRECAUTIONS TO PREVENT PUBLIC PROPOSE SEWER LATERAL
IC TRESPASS ONTO
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE AREAS WHEN IMPOUNDED WATERS CREATE A IC HA ZAR DOU S CONDITION.
CONNECTION PER LWO S -25 l i
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
LIMITS OF WORK /GRADING
THEIR INTENDED USE. GRADING PLAN SHALL BE INCORPORATED HEREON.
PROPOSED FlOWLINE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DRAINAGE
DIRECTION
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAY. NTS
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE PROPOSED SCREEN WALL
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION g ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE (SEE
TYP. SECTION SHT. 2)
PR
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT THE END OF EACH WORKING SAY WHEN THE FIVE (5) DAY RAIN RAINFALL. STA V'T'
OF F W O
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4 SILT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH NFALL. PROPOSED RETAINING
WALL
INSTALLED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PEAFOANEO BY THE ENGINEER (SEE DETAILS SHEET 6)
10. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES
OF THE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR ENGINEEER S
TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK HATCHED AREA REPRESENTS LANDSCAPED AREA
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS FOR BEST MANAGEMENT PRACTICE NOT TO BE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 S°C' �' REQUIRED
BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR MODIFIED WITHOUT PERMIT FROM THE CITY.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE REVIEW PEREOMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY (SEE TYP. SECTION SHT. 2}
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL OF CALIFORNIA DEPARTMENT OF CONSERVATION. FOR THE PLANS PREPARED BY
THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE ENCINITAS OF THE
TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN PROPOSED PCC CONCRETE - THICKNE 5 1/2"
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS WITH 6x6 W2.91W2.9
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 NO S:
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. AND HOLD HARMLESS THE
CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES 6" PVC DRAINAGE PIPE, UNLESS
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT i. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE FROM PROPERTY DAMAGE OR
BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS OTHERWISE INDICATED
ACCORDANCE WITH SPECIFICATIONS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 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 I OR IMMEDIATELY UPON COMPLETION WITHIN THE COURSE AND
SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF 12" TRENCH DRAIN W/ KRISTAR" LO -PRO
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH WORKING IN 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. DRAIN FILTER
WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND (SEE DETAIL SHT. 2)
GRADE 70 PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE
OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY GRAVEL BAGS PER DETAIL SHT. 3 00000000000
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE LINE IS. ENV1R0NAJE NOTES
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY BY: / -zz-o!� SILT FENCE PER DETAIL SHT. 3 -X-X-
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED 1. THE STEEPEST EXISTING SLOPE IN THE
GRADED AREA IS 40% BR IAN MICHAEL AROOLINO DATE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE UNDERGROUND. (EXCLUDING ANY EXISTING MAN MADE SLOPES). TEMPORARY
CONSTRUCTION FENCE - - - - -f- - -
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER 2. THE MAXIMUM VERTICAL DEPTH OF
CUT IS 10.2 FT AND THE CONSTRUCTION ENTRANCE PER DETAIL SHT. 3 .. °�
ACCORDANCE WITH THE GRADING ORDINANCE. ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM MAXIMUM VERTICAL HEIGHT OF FILL IS 9.8 FT
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL r�OFESSZO
STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE HY
Q N �TOSEEDED AREAS
CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. A.) AVERAGE DEPTH VOLUME OF CUT (C.F.) = 4.1' ® �CH q ql (SEE
NOTES SHT. 3) `
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF OF CUT AREA OF CUT (S. F.) = ROE No. 71651 h�Q��o4 9Pp�c
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, co a Q
< - STATUS. PRIORITY I
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED B.) AVERAGE DEPTH = VOLUME OF
FILL (C. F.) = 5.9' PASCO LAAET SUITER & ASSOC. ^ m N0. 71651 o m J�SCO LAST SUITE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. OF FILL AREA OF FILL (S. F.) 535
N. COAST HIGHWAY 101 Exp. 12/31/09 MAINTENANCE BY: OWNER
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOLANA BEACH
CA, 92074 y} & ASSOCIATES
SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST '� CIVI\ Q CML ENGINEERING + LAND PLANNING + LAND BURVEYING
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER PLSA 1304 F qTF CA1ZF 535 N Coast Highway 101 Ste A Solana
Beach, CA 92075 STOR04WATER MAINTENANCE AGREEMENT
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DOC. =99.0 /3f /ff DATED /J, Z40
DEGRADATION DOWNSTREAM (E.G.
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText