2006-299 SGRIGHT OF WAY NOTE:
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS 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 HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE:
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE:
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
WORK TO BE DONE
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
HOURS OF 5 :30 P.M. AND 7:30 A.M. NOF ON SATuRDAY'S. SUNDAYS AND CITY
RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL
ROUTE, THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER
PERMIT NO. 0299 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
INTENDED USE. INSPECTION AND/OR TESTING MAYBE WAIVED BY THE CITY OF ENCINITAS.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO PLACE. SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
REVISIONS APPROVED ATE REFERENCES DATE
DADD WALL # 4 - 62.67' OF IT TYPE II
RETAINING WALL PER CITY OF a a
SAN DIEGO BULLETIN 222, ADD I,�q„O�
SECTION C-C, ADD VARIOUS CALL
OUTS, REVISE EARTHWORK
QUANTITIES.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE
AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE
DISPOSAL OF ANY SUCH MATERIAL.
B. NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN ON THESE PLANS 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 DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND
REMOVAL.
D. EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE GERKIN
AT (760) 634-6861, 24 HOURS.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL.
STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION,
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE
SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR
PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE
PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WhH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. T .ESE BMP NOTES SHALL
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE "PRIME CONTRACTOR MUST
INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE. PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMWDIKES SHALL BE PLACED AROUND
DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY
TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS,- -WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF
HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND
THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
PLANS PREPARED UNDER SUPERVISION OF
WJA�� DATE 10 -13-06
.C.E. NO.: 031495
MICHAEL L BROWN
EXP. 12 -31-06
RECOMMENDED
mm
DATE:
APPROVALS
APPROVED
C
DATE:
L
Z3
Vicinity Mai
not to scare --
OWNER NAME
STEVE AND JAYSHREE GERKIN
(760) 634 -6861
SITE ADDRESS:
202 LINDSEY LANE
ENCINITAS, CA 92024
LEGAL DESCRIPTION:
Lot 5 of Map 133445
_ffN05
a 1/
RS SIGNATURE DATE
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
PROFESSION. THE ENGINEER FURTHER- AGREES THAT THE WORK PERFORMED HEREIN SHALL BE-
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE IN
EXTENT
THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW' PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
WORK PERFORMED BY THE ENGINEER.
BY: DATE: -
-- Michael L. Brown - - - - -- -
MICHAEL L. BROWN, PE
9155 SINGLE OAK DRIVE
LAKESIDE, CA 92040
(619) 561 -6907
RCE NO.: C31495
EXR DATE: 12-31-08
'ARTHWQRK NOTES: k
CUT 53 =27 CY CY
FILL 114
IMPO T 71 8� CY
(Quantities own are not o be u for
contract pu shall make
his own earth work calculations)
OITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
GRADING PLAN FOR: 202 LI NDSE I LANE
GERKI N RESIDENCE 0299 -SG
ARN 258 - 420 -05
SHEET 1 OF 2
Pro
Notes:
1. The retaining walls shall be "Masonry Retaining Wall Type 3" in accordance with San Diego Regional
Drawings C -3, C -7 and C -8.
2. All fill material, import and generated on site, shall be compacted to a minimum of 90% of the maximum
relative density.
3. The upper pad shall be graded to drain to the existing on -site drainage system. The lower pad shall be
graded to drain to the proposed 3" drain line. The proposed 3" drain line shall daylight in the existing
3' concrete brow ditch.
4. The Contractor shall call for utility markout 48 hours prior to starting work at 1- 800 - 422 -4133 (Underground
Service Alert),
5. The existing concrete drainage ditch shall be repaired to the satisfaction of the City's Inspector if any
damage occurs.
6. Any disturbance on the the adjacent property requires a letter of permission from the adjacent property
owner to be submitted to and approved by the City. The City's Field Inspector may stop work if the letter
permission is not obtained and disturbance on adjacent property occurs.
APN 29A_A7(1_ci9
FE
PER CITY OF SAN
BULLETIN 222
6" minimum cover or ma
existing finished grade.
1205,33' Top of Footin T
197.33' el vation varies
'205.33!
203.33' TW 200.00' ;
TF 196.67
p Ex. 8" pvc drnin
0
6-
0
3" PVC drain line w/ 3" NOS #75
grate. Drain line to be placed on
top of footing and daylight into
ex. conc. ditch at IE = 193.0'+/-.
evation varies
TF 204. �= 6
s. C TW
TW 209 33 (274) 2 6 20 a ;
L TF 204 / 4.
�I �zu
ee
6" minimum cover or ma
existing finished grade.
TF 204.6T
TF 204.67'
APN 258- 420 -40
TW 211.33'
TF 205.33'
TW 212.00'
TF 206.00'
ivv_1 I1 r w11
TF 206.00'
TW- STEF
TF 205.33'
Tw -R
TO MATCH
(210) _�
Section C -C
Not to Scale
Proposed 3" PVC drain Il e. 5
IE = 193.0' at ex. conc. ditch.
601
Wall # 1 - 100 lineal feet w/ 8 steps on
top of wall. Top of footing shall be
stepped as necessary to provide 6" min.
of cover over footing.
%/� STANDARD SPECIFICATIONS AND DRAWINGS:
1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (2003 EDITION).
2. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
(2003 EDITION).
3. CALTRANS CONSTRUCTION SITE BEST MANAGEMENT
PRACTICES MANUAL
WORK TO BE DONE:
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK
TO BE DONE IN ACCORDANCE WITH THESE PLANS AND
THE DESIGN CRITERIA OF THE CITY OF ENCINITAS AND
TO THE SATISFACTION OF THE CITY ENGINEER:
ITEM STD. DWG. SYMBOL
1 PROPOSED MASONRY RETAINING WALL C -3
PROPOSED 3" ATRIUM GRATE W/ FITTINGS NDS #75
_S PROPOSED 3" PVC DRAIN LINE SCH 40 - - - - - - - - - —
PROPOSED FILL (GRADE TO DRAIN)
PROPOSED SILT FENCE SC -1
PROPOSED SANDBAG BARRIER SC -8 yew --use
Wall # 3 - 53.33 lineal feet. Top of
footing shall be stepped as necessary
to provide 6" min. of cover over footing.
3" PVC drain line w/ 4 -3" NDS #75 inlets.
All grate elevations set at 204.9'. Connect
to ex. 3" PVC drain line daylighting in ex.
concrete ditch.
LEGEND
DIRECTION OF DRAINAGE
EXISTING CONTOUR ELEVATION
PROPOSED FINISHED GRADE CONTOUR ELEVATION
EXISTING SLOPE (2:1 + / -)
TOP OF RETAINING WALL ELEVATION
TOP OF RETAINING WALL FOOTING ELEVATION
Existing 3" pvc drain line Ex IE = 200.5' +/-
Maintain in place or relocate as necessary to
provide positive drainage to ex. conc, ditch.. TOP OF GRATE ELEVATION
5' EASEMENT FOR DRAINA
PER MAP 13345
Ex. 3' Conc. Ditch
ENGINEER OF WINK:
DATE MICHAEL L. BROWN, PE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
RECOMMENDED
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 915 5 SINGLE OAK R I V E
M CURR T STA DARDS. BY;
7zLIV1z- LAKESIDE, CA 92040 DATE;
MICHAEL L. BROWN RICE 31495 619-561-6907 R,C E,
Scale
1" = 10'
APPROVALS
APPROVED
BY;
DATE;
R,C,E
INVERT ELEVATION
EARTH WORK QUANTITIES
4_-
(200) —
202 —
I-
TW 205.33'
TF 201.33'
TG 198.8'
IE 194.6
CUT 83 CY
FILL 114 CY
IMPORT 31 CY
(Quantities shown are not to be used for
contract purposes. Contractor shall make
his own earth work calculations.)
of Encinitas
202 LINDSEY LANE
GERKI N RESIDENCE
APN 258 - 420 -05
Drawma No.
0299 -SG
Sheet 2 of 2
RIGHT OF WAY NOTE:
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF
WAY. FAILURE TO 00 SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO
KNOW WHERE HIS /HER PROPERTY LINE IS,
DRAINAGE NOTE:
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN, OF 5 FEET AT
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY,
UTILITY NOTE:
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
WORK TO HE DONE
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
3, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN
STREET RIGHT —OF —WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE— ESTABLISHED AND
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE —HALF (1/2) MILE OF A
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
" HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY
RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND
PERMITTEE, THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770,
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION.
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER
PERMIT NO. 0299 -60 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS— GRADED
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES, HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
INTENDED USE.INSPECTION AND /OR TESTING MAY BE WAIVED BY THE CITY OF ENCINITAS.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED,
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
REVISIONS APPROVED I DATE REFERENCES DATE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF, THE TOE
AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE.
16, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE
DISPOSAL OF ANY SUCH MATERIAL.
B. NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN ON THESE PLANS 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 DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK:
A. SEWERS — CSO — (760)- 633 -2770
B. GAS & ELECTRIC — SDGE — (760) -438 -6200
C. WATER — SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600
D. TELEPHONE — SBC BELL — (760)- 489 -3411
E. CABLE TV — COX COMMUNICATIONS — (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND
REMOVAL.
D. EROSION CONTROL
1. IN CASE EMERGENCY WORKIS REQUIRED, CONTACTSTEVE GERKIN
AT (780) 834-8861,24 HOURS.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN —OFF PRODUCING
RAINFALL.
5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE .INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL
STORMWATER POLLUTION CONTROL BHP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION,
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE U51NG MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF —SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX,
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING -
WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT. AND TEMPORARY EROSION CONTROL MEASURES,
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION. -
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST — GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE,
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON —SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE
SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC, STOCKPILES SHALL BE LOCATED AWAY FROM
CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR
PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE
PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER: POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE. PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST
INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY
TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON— RECYCLABLE MATERIALS MUST BE TAKEN
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF
HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING. RECEPTACLES AROUND
THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES,
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
R t UNDER SUPERVISION OF RECOMMENDED APPROVED
DATE 10 -13-M BY: ENGINEERING S . ES DE PAN
MICHAEL L BROWN R.C.E. NO.: C31496 PAT ® ®
EXP. 12-31 -M
/U if /9 0&
t
10
Vicinity Map
noT o Coe
OWNER NAME
STEVE AND JAYSHREE GERKIN
(780) 6346861
SITE ADDRESS:
202 UNDSEY LANE
ENCINITAS, CA 82024
LEGAL DESCRIPTION:
Lot 5 of Map 13345
DATE
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE W
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
WORK PERFO MED THE ENGINEER.
_ _ — DATE:. // / %/•� —
Michael L. Brown —lt/
MICHAEL L. BROWN, PE
9155 SINGLE OAK DRIVE
LAKESIDE, CA 92040 ROFESSj
(619)561 -6907
RCE NO.: C31495 n �' �Rp
EXP. DATE: 12.31 -06 �/
EARTHWORK NOTES:
CUT 274Y
FILL 114 CY
IMPORT 87CY
(Quantifies shown are not to be used for
contract purposes. Contractor shell make
his own Berth work calculations.)
.;I I Y vl- CNGINITAS ENGINEERING SE
GRADING PLAN FOR: 202 LINDSEY LANE
GERKIN RESIDENCE
APN 258 -420-05
ES
0299 -SG
SHEET 1 OF 2
Notes:
1. The retaining walls shall be "Masonry Retaining Wall Type 3" in accordance with San Diego Regional
Drawings C -3, C -7 and C -8.
2. All fill material, import and generated on site, shall be compacted to a minimum of 90% of the maximum
relative density.
3. The upper pad shall be graded to drain to the existing on -site drainage system. The lower pad shall be
graded to drain to the proposed 3" drain line. The proposed 3" drain line shall daylight in the existing
3' concrete brow ditch.
4. The Contractor shall call for utility markout 48 hours prior to starting work at 1 -800- 422 -4133 (Underground
Service Alert).
5. The existing concrete drainage ditch shall be repaired to the satisfaction of the City's Inspector if any
damage occurs.
6. Any disturbance on the the adjacent property requires a letter of permission from the adjacent property
owner to be submitted to and approved by the City. The City's Field Inspector may stop work if the letter
permission is not obtained and disturbance on adjacent property occurs.
Elevation
Li ne
all
TIN
ME
MWE7,
>> x• x: x� -�
-n nary to pro in. of cover
.z f
over f oo 1 \A ,x y x TF
2os.o' x
X X x X x
TG 204.9' x , I I x x TV, IE 203.8'
,
x:.11: TF
xtx x
;x xr x
t. x
ix x x
K x x
I Ix ,x'% G xyx x Qa TF 1
'£' . vu TW
t x a
%x
'x x x A x x x x -n�a. .v TWA
o
X x,x " TF 1!
25 --o
;x x
s Tw2
T x x 203x TF 11
x q99)
Back Yard ;; x x ` ` ` TUV21
FG= 205.0' TG 204.9' x: = x x IF 19
IE 203.3 ;
: °'
TV/ 205.3Y TW 2(
TF 202.00' I. x x TF 191
TW 20
r IF 198
x
xtx
TG 204.8'
„ tx
IE 203.0' Ix x x t x x 8 czoo)
205.0 :
EX 3' PVC DRAIN LINE x
x
TO EX. CONC. DITCN 41
I
x x i:� a'<
"
E 205.0' •/�
as
4 a°:
a�
txosl T 04.9' ix :
minimum cover or match
a \\ �
existing finished grade.
Section A -A
Not to Scale
6 - -� 12 n
0
3" PVC drain line w/ 3" NDS #75
grate. Drain line to be placed on
top of footing and daylight into
ex, conc. ditch at IE = 193.0' • / -.
evation varies <
ICA
4 ° 4
Section B -B
Not to Scale
a^ minimum cover or ma
existing finished grade.
APN 258 - 420 -40
Scale
111 = 10'
ENGINEER OF WORK:
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONS TE TH CU S DS.
MICHAEL L. BROWN RCE 31495
#31495
Exp t L-3
CIVIL /
lc .
pad)
l7oeJ
(210) — �
- -- Ex. 8" pvc drain
Proposed 3" PVC drain line. See Section B -B
IE = 193.0' at ex. conc. ditch.
Wall # 1 100 lineal feet w/ 8 steps on
top of wall Top of footing shall be
stepped as necessary to provide 6" min.
of cover over footing.
Wall # 3 - 53.33 lineal feet. Top of
footing shall be stepped as necessary
to provide 6" min. of cover over footing.
3" PVC drain line w/ 4 -3" NOS #75 inlets.
All grnte elevations set at 204.9'. Connect
to ex. 3" PVC drain line daylighting in ex.
concrete ditch.
Existing 3" pve_ drain line Ex IE = 200.5' +/-
Maintain in place or relocate as necessary to
provide positive drainage to ex. conc, ditch..
5' EASEMENT FOR DRAINAGE
PER MAP 13345
Ex. 3' Conc. Ditch
MICHAEL L. BROWN, PE
9155 SINGLE OAK DRIVE RECOMMENDED
LAKESIDE, CA 92040 BY:
619 - 561 -6907 DATE;
R.C.E.
APPROVALS
APPROVED
BY!
DATE:
R.C.E.
STANDARD SPECIFICATIONS AND DRAWINGS:
1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (2003 EDITION).
2. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
(2003 EDITION).
3. CALTRANS CONSTRUCTION SITE BEST MANAGEMENT
PRACTICES MANUAL
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK
TO BE DONE IN ACCORDANCE WITH THESE PLANS AND
THE DESIGN CRITERIA OF THE CITY OF ENCINITAS AND
TO THE SATISFACTION OF THE CITY ENGINEER:
ITEM 5TD, DWG, SYMBOL
PROPOSED MASONRY RETAINING WALL C -3
PROPOSED 3" ATRIUM GRATE W/ FITTINGS NDS #75
PROPOSED 3" PVC DRAIN LINE SCH 40 — — — — — — — — — —
PROPOSED FILL (GRADE TO DRAIN)
PROPOSED SILT FENCE SC -1
PROPOSED SANDBAG BARRIER SC -8
LEGEND
DIRECTION OF DRAINAGE
EXISTING CONTOUR ELEVATION
PROPOSED FINISHED GRADE CONTOUR ELEVATION
EXISTING SLOPE (2:1 . / -)
TOP OF RETAINING WALL ELEVATION
TOP OF RETAINING WALL FOOTING ELEVATION
TOP OF GRATE ELEVATION
INVERT ELEVATION
TH WORK QUANTITIES
(200)
202
Y
TW 205.33'
TF 201.33'
TG 198.8'
IE 194.8'
CUT 27 CY
FILL 114 CY
IMPORT 87 CY
(Quantities shown are not to be used for
contract purposes. Contractor shall make
his own earth work calculations.)
or tnclnlTas
202 LINDSEY LANE
GERKI N RESIDENCE
APN 258420 -05
0299 -SG
Sheet 2 of 2