2016-12640 SG (Plans)I
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 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 C17Y 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.
2. THE SOILS REPORT TITLED "PROPERTY STABLIZATION AND REDEVLOPMENT
REPORT" PREPARED BY WNJE & MIDDLETON ENGINEERING, INC. DATED MAY
12,2009, AND UPDATE DATED MARCH 8, 2010, PROJECT #09 -165 -P SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED
IN SAID REPORT. - -A"O A600A•/ QYSlms 6E0rCrLK. LAT40 i1 - /7-/S
J. 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 OFFS17E
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 70 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.
Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING
70 ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS
AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A
STRUCTURE FOR HUMAN' OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
HOURS OF 5.30 P.M. AND 7.•3O 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
PERM17fEE THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CRY AT
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION S17F 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 GR41DING 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. 10369 -G 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
COMPLE7ION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS
OPINION, ALL EM6ANKMEN7S AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
INTENDED USE.
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 DATE
N
AS-SOlLf 194.41 C L M 2-S,
25'
G- -�
!:*'� IIIIIIIIIIIIII0
JOB NO. 177JGP
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACE AND UNIFOI?M CROSS SECTION. THE SLOPES OR
EXCAVATION AND ENSANKMEN S S L M ' �`%OED. 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 LWBLE 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
I. 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 - OLIVENHA/N MUNICIPAL WATER DISTRICT -1- 760 - 753 -6466
D. TELEPHONE - SBC BELL - (760) - 489 -3411
E. CABLE 7V - 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.
C EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3)
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LYNN W. THOMAS AT (760)
855 -5558, 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 CONS7RUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
J. 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.
Z 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.
A ALL REMOVABLE PROTEC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY PERCENT (40X'). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL.
OLIVENHEIN WATER DISTRICT NOTES:
1. REVIEW OF THIS PLAN BY OLIVENHEIN WATER DISTRICT DOES NOT CONSTITUTE A
REPRESENTA77ON AS TO THE ACCURACY OF THE LOCA77ON OF OR THE EXISTENCE OR
NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE
LIMITS OF THIS PROJECT.
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE
CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED.
ALL EXIS77NG OR PROPOSED UTIL17Y CROSSINGS WITHIN 10 FEET OF PROPOSED WATER
MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER
D /STRICT.
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO
GRADE ANY EXISTING WATER FACILITY (F /RE HYDR4NT, METERS, ?SALVES, VALVE BOXES,
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET
STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE.
4. UTILITIES TO MAINTAIN M/NIMUN 5 -FEET SEPARATION WHEN PARALLELING WA7FR
SERVICES.
5. MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS
AND SAN DIEGUITO GAS AND ELECTRIC VAULTS
6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
REFERENCES DATE BENCH MARK
DESCRIPTION: CHI SO. IN TOP HOWL
MARK® W /STEEL POST
LOCATED: aw. coR. wT ELcA,wo
DEL NORTE & RHO. SANTA FE 23' W/RAO
SANTA FE CL S" DEGO
RECORD FROM: E V RIC L CO
ELEVATION: 119.476 DATUM: LLSaS.
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 tA47ER1AL 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 EXIS77NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES 70 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 CONSTRUC7ION 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 VEGETATON 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 PRODUC7S
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 TORMWATER 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 STORMNAI-f7k POLLUTION CONTROL REOUIREMEAfM 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. BEANS /DIKES SHALL BE PLACED AROUND
DUMPSTERS TO DIVERT THE N477./RAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS" WITHOUT LIDS SHALL BE PLACED W17HIN
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT °WITH ANY
TRASH MATERIAL.
MANY CONS7RUCTION MATERIALS, INCLUDING SOLVEN7S, 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 STORMORAW INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATER141, THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON S70RMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
EARTHWORK.•
IMPORT =250 C.Y.
PLANNING & BUILDING CIfY GEC)TECHN CAL
BY: s 44 1C av: 4�7�3AgJ
DATE: TE
SCALE SPECIAL DISTRICT Po
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED Nr
HORIZONTAL 1 " =20 DATE : 3 -21 -16
BY: /_kl
VERTICAL 1 " =20' EARL PENNY R.C.E. NO.: 20516 �% S
EXP. 9 -30 -17 DATE. - j-111Q
OWNER /PERMITTE
LYNN W. THOMAS AND JUDY A. THOMAS
131 RANCHO DEL REY
ESCONDIDO, CA. 92025
PHONE (760) 855 -5558
SITE ADDRESS:
2920 LONE JACK ROAD
APN 264 - 160 -52
LEGAL DESCRIPTION:
PARCEL 1 OF PARCEL MAP 17006
OWNER'S CERTIFICATE
CONE\✓qCk
Rp
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE
COMPACTION AND STABILITY OF THE SITE
DATE: � E
2
3 SITE
LONE JACK ROAD
VICINITY MAP
NTS
SIGNATURE.C.c ./�YJi�2
L N W. THOMAS JUDY (A THOMAS
SOILS ENGINEER'S CERTIFICATE
I, S. MEHDI S. SHARIAT, A REGISTERED CIVIL ENGINEERING GEOLOGIST, IN THE STA7F OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
UNDER MY DIREC710N ON 5 -12 -2009, W/ UPDATES ON 3 -8 -10 & 2- 10 -15. ONE COMPLETE COPY OF
THE SOILS REPORT COMPILED FROM" THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCORPOR, ED IN THF-GRAVW0q PLANS. AND - SPECIFICATIONS
RCE NO. :C& 2885
EXP. DATE.• 12 -31 -16 p {h
°
PROJECT ;f.•G 1- 12 -14 =37 SEYEf) kI. sanas�n
SAC GEOTECHNICAL SOLUTIONS, INC. . 88
2
ES zap
1645 So. RANCHO SANTA FE ROAD oc�R 2 31
SUITE 208scEOr€chNloa�
SAN MARCOS, CA 92078 V;
PHONE. 760 - 331 -8736
TA OF ENGINEER
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. 771E ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
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 17S 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.
PENNY ENGINEERING
306 W. DOUGLAS AVENUE
EL CANON, CA 92020
PHONE 619 - 994 -7107
RCE 20516
EXPIRES 9 -30 -17
BMP Project Status:
STANDARD PROJECT
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A5''.
11C 7T
EARL �09ENn/;v DA%E
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APPROVALS Ir`I
BY: /
DATE:
NOTE.•
THIS PLAN IS FOR GRADING ONLY
NO HOUSE CONSTRUCTION AND
NO STREET CONSTRUCTION.
THE HOUSE ON THE LANDSCAPING
PLAN IS TO BE DISREGARDED.
ENCINITAS FIRE PROTECTION DIST
r DATE:
NCI
GRADING PLAN FOR:
STOCKPILE
PLANING CASE NO: 09 -156
PERMITS
DR /CDP PERMIT NO.
SPECIAL USE PERMIT NO. N/A
TENTATIVE MAP NO. N/A
Site Address 2920 LONE JACK ROAD
Owner LYNN W. THOMAS AND JUDY A. THOMAS
APN APN 264- 160 -52
CDP, DR, or other) Set- 14-OOZ.- StIBL
EARL PENNY
R.C.E. 20516
EXPIRES 9 -30 -17
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ED DATE REFERENCES DATE BENCH MARK
DESCRIPTION: ChiS S4. IN TOP HDWL
MIRKED W /STEEL POST
LOCATION: sW. coR. NvT. ELCANIND
DEL NORTE & RHO. SANTA FE 23' 1 AhV
SWA FE CL
RECORD FROM: COUNTY OF SAN DEW
VERTICAL CONTROL
Fl FVATION- 119.476 nATI IM- US-Gs
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CINITAS.
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PLANS PREPARED UNDER SUPERVISION OF
DATE : 3 -21 -16
R.C.E. NO.: 20516
EARL PENNY V EXP. 9 -30 -17
P/L
EXIST. GRND\
LEGEND
EXISTING STOCKPILE
TO BE RELOCATED
AND SPREAD
SILT FENCE
SILT
FENCE
P/L
NOTE HEIGHT OF STOCKPILE PER
CITY OF ENCINITAS (3' MAX.)
SECTION A —A
NTS
LIMIT OF LANDSLIDE
P/L
112 "MAX
SILT
FENCE /
EXIST. GRND.
12 "MAX �
NOTE: SMOOTH OUT TO A MAXIUUM THICKNESS OF 12"
AND FILL IN CROCKS AND FISSURES.
APPROVALS
RECOMMENDED APPROVED
BY: ` e BY:
DATE: Si4 oe f & DATE: .i /1 l!
SECTION B —B
NTS
REVISION DATE. 10 MARCH 16
MONITORING NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS TO BE MONITORED
BY THE SOILS ENGINEER AT TIMES OF SEASONAL RAIN.
NOTE
NEW OR ADDITIONAL IMPORT STOCKPILE SHALL NOT BE PERMITTED
GRADING PLAN FOR:
STOCKPILE
PLANING CASE N0: 09 -,
I TAS ENGINEERING SERVICES DEPARTMENT
Site Address 2920 LONE JACK ROAD
Owner LYNN W. THOMAS AND JUDY A. THOMAS
APN APN 264 - 160 -52
(CDP, DR, or other)
/ &I Gyd•S4
SHEET 2 OF 2
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