2004-9177 G (Plans) TOP WALL (TW) SAN DIEGUITO WATER DISTRICT NOTES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 4. CUT AND FILL
SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH LEGEND STANDARD SYMBOL
ELEV. PER PLAN 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A RECYCLING RECEPTACLES AROUND THE SITE. SURFACES
AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
FOR EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF PROPERTY BOUNDARY
CONC. MASONRY RETAINING WALL EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE WORK AND LEFT !N A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE
WATERPROOF MEMBRANE PER SOILS REPORT PER PLAN MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
AND ARCHIETECTS PLAN THIS PROJECT. TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. EXISTING CONTOUR
BOTTOM OF WALL BW LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL
J14 GRAVEL WRAPPED IN FILTER FABRIC ELEV. PER PLAN 2. ALL EXITING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE,
STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, EXISTING
ELEVATION
MIRAF/ 1405 OR EQUAL. PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED
AWAY FROM CONSTRUCTION SITE PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE 356
PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OR PROPOSED WATER MAINS SHALL BE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
APPEARANCE FREE FROM NEW CONTOUR
4" DIA PERFORATED PVC (SDR 35). EXIST GRADE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER GRADING NOTES UNSIGHTLY
DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 372.40
SLOPE ® 1, MIN & CONNECT TO MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. A. GENERAL SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. NEW ELEVATION
ON SITE PRIVATE STORM DRAIN ; ... ,. 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE STANDARD
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO D. LANDSCAPING DAYLIGHT LINE
GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA
REGIONAL STANDARD 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE
CITY BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING SAWCUT LINE
RETAINING WALL DETAIL STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWER'S ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ORDINANCE
AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. "
EXPENSE. 2. THE SOILS REPORT TITLED PRELIMINARY SOIL INVESTIGATION FOR THE PROPOSED RESIDENTIAL 2. FINISH GRADING AND PLANTING
SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO BLADED SWALE * (DETAIL B SHEET 2.)
N. TS.
CONSTRUCTION LOCATED 0 740 CORNISH DRIVE ENCINITAS, CA. PREPARED OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
BETWEEN OCTOBER 1 B.M.P. PLANTED AREA
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER BY B & B ENGINEERING, INC. DATED SEPTEMBER 28, 2004. SHALL BE CONSIDERED
AS A PART OF AND APRIL 15.
SERVICES THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS CONCRETE HARDSCAPE
PER PLAN
AND SPECIFICATIONS CONTAINED IN SAID REPORT. E. EROSION CONTROL
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES LOCATION AND TYPE
5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS � 1. IN CASE EMERGENCY WORK 1S REQUIRED, CONTACT
STEVE JONES (760- 473 -7819) 24 HRS. _ •
AND SAN DIEGO GAS AND ELECTRIC VAULTS. OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE 2. EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 1" A.C. OVERLAY PER PLAN GN
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IMPROVEMENT PLANS. SITE AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
DEVICES WHEN RAIN IS EMINENT. GRAVEL SWALE PER PLAN
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL " 1
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED PAVEMENT REPAIR CITY OF ENCINITAS
STORM TER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION AC71WRES SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. OF
THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER STANDARDS
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
3 FT (0.9 M) MIN. CONCRETE WASHOUT TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED NEW 6" PVC STORM DRAIN PIPE SDR
35 - SD- - SD-
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 5. THE CONTRACTOR
SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
RUNOFF AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN
ALL SAFETY DEVICES, REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE NEW WATER SERVICE PER SO *D o W
SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWAIER CONVEYANCE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL
LOCAL, STATE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNAITNG THE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS'
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
GAP BETWEEN BAGS WASHOUT LOCATION. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR CONDITION. N
EW 12 "X12" CATCH BASIN BY 'NDS' - -
ACTS AS SPILLWAY Wi TH ENDS OVERLAPPED HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7: 30
MIN. 2 BAGS HIGH CONSTRUCTION SITE ACCESS A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 7. ALL EROSION CONTROL
MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE NEW 6" DIA ATRTUIN GRATE BY 'NDS' - -�- -
A STABILIZED CONSTRUCTION S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING
HAS BEEN INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF - QQ
AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING HELD ONSITE WITH THE FOLLOWNG PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER,
SLOPE AT THE CONCLUSION OF EACH WORK DAY. CLEANOUT SDRSD S -3
MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLAIES. SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL
BE
GRAVEL BAG CHECK DAM DETAIL CONSTRUCTION VEHICLES SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 9 A
WORKING DAY E W IEN�THE FIVE (5) DAY H RAIN PROBABILITY P LACE
ORECAST EXCEEDS FORTY CH 4" SEWER LATERAL SDRSD S -4 -S- - S -
B 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL (ON -SITE ONLY)
N. T.S. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED FOR CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
3" WIDE DRIVEWAY GRATE BY 'NDS'
MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 10.
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
WITH REGARDS TO THE HAULING OPERATION. OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE SITE
WALL PER ARCHITECTS PLANS
EROSION CONTROL 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL STABILIZED WITH PUNCHED STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE (PER SEPERATE PERMIT)
a EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED
CERTIFICATION EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STALE OF CALIFORNIA DEPARTMENT OF
o N CONSERVA IION.
o ESPECIALLY SHALL BE PROTECTED AGAINST SHALL BE PROVIDED STAIING. "THE GRADING UNDER PERMIT NO. 91TT - G MASONRY
WALL SDRSD C -5, C -3
V c EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
SAND BAGS
a = o EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN° THIS STAIEMENT SHALL BE
FOLLOWED
z o o AND BONDED FIBER MATRIX. BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
OPERATION. %k STORM WATER TREATMENT SWALES AND PLANTED
m REQl1EZA STREET WET WEATHER. B . NOTIFlCATIONS SOILS ENGINEERS CERTIFICATE AREAS SHALL NOT BE MODIFIED
OR REMOVED
1, A47/4 C. 13E_AR_D ___ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, WITHOUT A PERMIT FROM THE CITY
OF ENCINITAS.
�✓ = DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE I. THE EXISTENCE AND LOCA17ON OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
L�? _ CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS
`11 a o PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DAIES
HOWEVER: 7- 2 9 -O 4 z. 1- z O - o 4
\> ________________- ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF CLIENT SI TE ADDRESS
°
�? SITE C
L
REMOVAL OF THE NATURAL GROUND COVER. . . EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
IT IS THE CONTRACTOR'S THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY CARDIFF DEL MAR L. 740 CORNISH DRIVE
C� RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN CARDIFF -BY -THE -SEA, CA 92007
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. PRIOR TO ANY EXCAVATION, VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
OF INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. STEVE JONES
�✓ SANTA FE 4RIVE COMMENCEMENT OF WORK: P.O. BOX 33 T
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED SEWER (CITY OF ENCINITAS) 1- 760 - 633 -2770 SIGNED: C-
G - "�'a ------- - - - - -- ` CAROtfrF CA 91 001 ASSESSORS PARCEL NO.
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SAN DIEGO GAS &ELECTRIC 1- 800 - 422 -4133 RCE ND.: e6E
/Z 7 c
..y (760) 473 -7819 285 - 211 -18, 19
SOIL. WATER (SAN DIEGUITO WATER DISTRICT) 1- 800 - 422 -4133
EXP. DATE. ___ ?t _3/_ D S _- _ " '
PACIFIC BELL 1 -800- 422 -4133 - ----- - - - - -- � � i2 �
PLANT PERMANENT VEGETA1701V AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING B & B ENGINEERING, INC. w Exr.1211 t'
LEGAL DESCRIPTION
WCINI TY MAP CABLE TV 1- 800 - 422 -4133
ACTIVITIES ARE COMPLETE CIVIL, GEOIECHNICAL &QUALITY ENGINEERING � ,� �,,,: �•
N. TS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING 1611 -A SO. MELROSE DR. 1 285 LOTS
5 AND 6 IN BLOCK B" OF STURGES AND HATTAN'S SUBDIVISION OF EAST BLOCK SEVEN,
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 VISTA, CA. 92083 -5497 �t�Ft�
q�;* ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
ON -SITE CONSTRUCTION MATERIAL STORAGE J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 760-
945 -3150 TO MAP THEREOF NO 33, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ENGINEERING JOB No. :_ -_ JON 704 A _ =1NV
MARCH 19, 1987, TOGETHER WITH THAT PORTION OF THE WEST LINE OF SECTION 15, TOWNSHIP
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND REJECTION AND REMOVAL. 13 SOUTH, RANGE 4
WEST, SAN BERNADINO MERIDIAN AND NORTH OF THE EASTERLY EXTENSION
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY C. GRADING OF THE SOUTH LINE OF SAID
LOT 6 AND SOUTH OF THE EASTERLY EXTENSION OF THE NORTH LINE
N OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL OF SAID LOT 5.
FUEL STORED ON -SITE. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
N8 9'S5 E 119 96 100_00 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST
THE EXCAVATION PLACEMENT AND ENVIRONMENTAL RENEW NOTES OWNERS CERTIFICATE
31 COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF IRENCHES. HE SHALL SUBMIT
- -�" STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE 1
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWA TER . EARTHWORK QUANTITIES 1 ( WE ) SOILS
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
a
o UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS CUT- 1,170 C.Y. HAS BEEN
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY ------- o FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH
w WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS FILL - 110 C. Y AND ADV1S THE
COMPACTION AND STABILITY OF THE SITE
o SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED
GRADING
° o AROUND THE PERIMETER AT ALL TIMES. EXPORT - 1,060 C. Y.
Z PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR OVER EXCVAVATION QUANTITY REMOVE & RECOMPACT - 150 C.
Y.
Q�j 1 n TRAINING INTENDED USE.
rn
API \J' ) J,_
+'t J J�J J J ti CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 66% STEVE JONES MANAGING PARTNER CARDIFF DEL MAR LLC DATE
SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWAIER
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
o� j POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK
ON THE SITE AND J. MAXIMUM VERTICAL DEPTH OF CUT IS 9.0 FEET. STATEMENT OF ENGINEER OF NORK
o ' I � r Z EVERYONE WORKING ON SI]E. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL MAXIMUM VERTICAL DEPTH OF FILL IS 2.0 FEET. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
JJ MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER REQUIREMENTS AND THEIR OWN SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
RESPONSIBILITIES. INSTALLED. 4. VOLUME OF CUT 31,590 FT3 COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
AND PRACTICES OF THE ENGINEER'S TRADE
1147 57 100.00 - AREA OF CUT 10,150 FT2 = 3.1 FEET AVERAGE DEPTH OF CUT OR PROFESSION. THE ENGINEER FURTHER
AGREES THAT THE WORK PERFORMED HEREIN SHALL BE
M83 9'5 - 4 IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE
- - WASTE MANAGEMENT J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN VOLUME OF FILL
2,970 FT3 ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY 7HE CITY OF ENCINITAS IN
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND ACCORDANCE WITH STANDARD SPECIFICATIONS ALL VEGETABLE MATTER AND
AREA OF FILL 2,732 FT2 = 1.0 FEET AVERAGE DEPTH OF FILL ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
° OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE (7
UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE DETERMINATION BY THE CITY OF ENCINITAS
OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
GROUND WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
SHALL BE REMOVED PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR cr
° TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
g PROHIBITED. THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
W
OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S AND HOLD HARMLESS THE CITY
OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM W
RESPONSIBILITY TO PLACE SPREAD WATER AND COMPACT THE FILL IN STRICT ACCORDANCE � ?
- 19 � PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
w APN cn NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS
OR EMPLOYEES ACTING WITHIN THE COURSE Z
-� �� STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS WITH SPECIFICATIONS. Q�l����s /Q AND SCOPE
OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY W
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY �-/ Q �-
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT B DATE ��l �' ' pv R. ER \
Z a
-r LIDS SHALL BE PLACED WI THIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED 1 /
o JJ�JJ 1 J r � RAND R. BROWN
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