2009-10090 G (Plans) RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES (PART
A) RELATIVE TO CONSTRUCTION ACTIVITIES TIMOTHY PARELLO GATE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 5 EAGLE ROCK ROAD
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
MILL VALLEY, CA 94941 WILDFLOWER
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
PHONE: (415) 238-6961
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VALLEY DRIVE
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, SITE ADDRESS: Q, N a
KNOW WHERE HIS/HER PROPERTY CNE IS. AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. „ ��„���
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. C 3183 'WILgr-L•DWFk45UMMI T Q
WIID>:LtlyJ�
DRAINAGE NOTE: ROA iJ
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS ENCINITAS, 7 921 SUMMIT
APN: 264-270-21
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
Y SITE Q
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A
STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT U N R�•. ,.
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEELUMMI T
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE LEGAL DESCRIPTION:
PANELS/PLATES. / LONE
v'I'Dr.ITY NOTE: DISPOSAL OF ANY SUCH MATERIAL. RANCHO VICINITY MAP
LOT 8 OF MAP 14928 SANTA FE
ROAD
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
B. NOTIFICATIONS CONSTRUCTION VEHICLES IN THE CITY OF ENCINITAS, NO SCALE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES STATE OF CALIFORNIA THOM. BROS. PG. 1048 C-5 `
WORK TO BE DONE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE �CJ
A. GENERAL THESE OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE.
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY OWNER / PERMITTEE STATEMENT
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL
OR PUBLIC WORKS CONSTRUCTION, THE DESIGN THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING R IS
AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
STANDARD SPECIFICATIONS F
CONSTRUCTION STANDARDS O THE CITY OF ENCINITAS AND THE SAN DIEGO OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL
COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ENGINEER MAKE SUCH CHANGES, ALTERATIONS
OR ADDITIONS TO THESE PLANS WHICH THE
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR A. SEWERS - CARDIFF SANITATION - (760) 633-2770 DIRECTOR
OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
INSPECTION. B. GAS & ELECTRIC - SDGE - (760) 438-6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING COMPLETION
OF THE IMPROVEMENTS.
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, C. WATER - OLIVENHAIN WATER DISTRICT- (800) 227-2600 WET WEATHER.D. TELEPHONE
- SBC BELL - (760) 489-3411 I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
PROPOSED 5 LOT RESIDENTIAL DEVELOPMENT", FOR THIS DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
PROPERTY PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. E. CABLE TV - COX COMMUNICATIONS - (760) 806-9809 X-2233 SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
DATED 04-23-2004 AS WELL AS UPDATES ON 07-25-2006 AND 01-12-2009, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED
WITH THIS PROJECT OR
PROJECT #04-502-F AND #09-112-F SHALL BE CONSIDERED AS A PART OF 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REMOVE
EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN UNDER MY CONTROL.
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. PHASES TO
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. UNNECESSARILY; THEY HELP DECREASE EROSION. L%!� s
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: -A� 9
�
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED BY: DATE:
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND TIMOTHY PARILLO
STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL REMOVAL PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADING ACTIVITIES ARE COMPLETE. SOILS ENGINEER'S CERTIFICATE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIMOTHY PARILLO AT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. I'aclnl.
M . Ur &l iC_ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
(415) 238-6961, 24 HOURS. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
THAT A
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO ON-SITE CONSTRUCTION MATERIAL STORAGE SAMPLING AND STUDY OF
THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL U
NDER MY DIRECTION ON APRIL, 2004 AND FOR AN UPDATE ON 07-25-06 AND 01-12-09. ONE
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED
MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
EXISTING PRIOR TO GRADING. SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
STORE THESE PRODUCTS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
GRADING PLANS AND CERTIFY THAT. THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. PROJECT
HA BEEN INCORPORq IN T145 GRADING PLANS AND SPECIFICATIONS.
j1A 14
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND APPROVAL OF THE ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SIGNED:
SURVEYOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM RGE NO.: 134 31�s
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING CONCENTRATED
TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING RAINFALL. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED
WITH A TEMPORARY SEDIMENT BARRIER AROUND THE EXP. DATE:
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND PERIMETER AT ALL TIMES.
REGULATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAINING
JOB #: 04-502-F AND 09-112-F
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTORS' EMPLOYEES WHO PERFORM
CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE VINJE & MIDDLETON ENGINEERING, INC.
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES SHALL 2450 VINEYARD AVENUE
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
ESCONDIDO, CA 92029
RECOGNIZED HOLIDAYS. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST (760) 743-1214
HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING STATEMENT OF ENGINEER OF WORK
HAS DEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE MANAGEMENT
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND SHALL BE INCORPORATED HEREON. THE UNDERSIGNED ENGINEER
AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
AND UNUSED CONSTRUCTION WITH THE GENERALLY D.'L&PTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE MATERIALS. DUMPING
OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL
BE IN
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ACCORDANCE WITH THE RULES
AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE
ENGINEER AGREES THAT ANY PLANCHECK OR
CONSTRUCTION SITE WITHIN -RIIS PROJECT THE DEVELOPER SHALL SUBMIT TO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO SEEPAGE
FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS/DIKES SHALL BE PLACED AROUND REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF
THE TECHNICAL
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER LIDS
SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE
THE
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN
ORDER TO AVOID RAIN CONTACT WITH ANY ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
HAULING OPERATION. TRASH MATERIAL. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND
ITS OFFICERS,
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND 1 . REVIEW OF THIS PLAN BY OLIVENHAIN MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF WORK PERFORMED BY THE ENGINEER.
PERMIT NO. 10090-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760)
436-4151. •'�° : ° ! M pp
PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE BY: 01 DATE: 4 i,� 'j�' O
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS
AND RECYCLING RECEPTACLES AROUND --- ---- -- --=-r-�----
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. THE SITE.
ROBERT 0. SUKUP O
ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER O
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I
MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
FOR LEAKS. CONTRACTOR SHALL THE SEA BRIGHT COMPANYOF u;
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER
� o.SEXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY
FROM STORMDRAIN INLETS ON PERVIOUS ROBERT 0. SUKUP COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DISTRICT. SURFACES.
4322 SEA BRIGHT PLACE
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
CARLSBAD, CA 92008 r.
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS GRADE NARNAYCTEXIISTING WATER RESPONSIBI E TO RELOCATE AND/OR ADJUST TO ALL
REIH HYDRANT, METERS, VALVES, VALVE BOXES, DEBRIS SHALL BE KEPT AWAY
UP MATERIAL THAT MAY HAVE TRAVELED AWAY RFROM CONSTRUCTION SITE ACTOR MUST CE NO.N28002(760) 720-0098 c3�3o2.0
♦cE:
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
EXP. DATE: 03-31-10
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR ) civic n4- �
INTENDED USE. MEET CURRENT OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARDS IF FACILITIES DO NOT FOR MORE INFORMATION ON STORMWATER POLLUTION
CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT rat�F=f
MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. IMPERV
IOUS AREA: >_
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EXPENSE. Z
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL ENVIRONMENTAL DATA IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
0 SQ FT d
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 4. UTILITIES TO MAINTAIN MINIMUN 5-FEET SEPARATION WHEN PARALLELING WATER 1) STEEPEST
EXISTING NATURAL SLOPE ON-SITE = 2:1 IMPERVIOUS AREA AFTER CONSTRUCTION: 17,240 SQ FT 0-
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 6' INCREASE
IN IMPERVIOUS AREA: 17,240 SQ FT O
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 5. MINIMUN HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS 3) MAXIMUM VERTICAL
DEPTH OF FILL = 1' DRIVEWAY AREA OF 4,340 S.F. S INCLUDED BMP Project Status: U
AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 4) AVERAGE DEPTH OF CUT = 430 C.Y./18,000 S.F. x 27 = 0.6 FT IN THE ABOVE
TOTAL. THE DRIVEWAY IS CONSTRUCTED OF PAVERS
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 5) AVERAGE DEPTH OF FILL = 20 C.Y./660 S.F. x 27 = 0.8
FT STANDARD cD
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
, WITH SAND
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. EARTHWORK
NOTES: BEDDING BELOW.
Of
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. FILL: 20 CY m
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM CUT: 430 CY
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF EXPORT: 410 CY REMOVE AND RECOMPACT: 1400 CY (ASSUMES 3' OVER
12,600 S.F.) W
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL 0
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SEWER PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION OLIVENHAIN WATER
DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS L,J
2
DR/CDP PERMIT NO. N/A F_
EBY: SPECIAL USE PERMIT N0. N/A LLI
30 9 L3 v y. �iZ r 0 '�� � 4/z7/09 TENTATIVE MAP NO. N/A
BY: DATE: DATE: BY: DATE: BY: DATE: SIG TURE PIRES YEARS FROM DATE SIGNED DATE: Q
Z
REVISIONS APPROVED DATE REFERENCES DATE BEWCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF= ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING N0. m
UISE 91AJ I DESCRIPTION: BENCHMARK NO. ENC-18 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED$/) APPRqVED GRADING PLAN
Jgr OF WAY NOTS: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORKWATZR POLLUTION CONTROL BW NOTES
(PART A) RELATIVE TO CONSTRUCTION A1Cnvrrm TEMOTHY PARULo GATE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 5 EAGLE ROCK ROAD
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING EMBANKMENTS SWILL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
MILL VALLEY, CA 94941
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
PHONE: (415) 238 -6961 WILDFLOWER
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
CONTRACTOR SWILL ESTABUSH AND USE AN ADEQUATELY SIZED CONCRETE
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL B
VALLEY DRIVE
E REMOVED AND DISPOSED OF. THE TOE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
N
KNOW WHERE HIS /HER PROPERTY UNE IS. AND TOP OF ALL SLOPES SHALL BE ROUNDE7 IN ACCORDANCE WITH THE GRADING STUCCO, PLASTER AND THE LIKE
INTO THE :'TORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 3183
16. ALL TREES, BRUSH. GRASS, AND OTHER OBJET MATERIAL SHALL BE CONSTRUCTION SITE A,t.CESS ENCINITAS NARCISSUS SUMMIT
ROAD NARCI�SUS
ENCINRAS, CA 92024 SU
NO CONCENTRATED DRAINAGE FLOWS ARE PERMI'T'TED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
API: 264-270-21
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A III. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A
STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT V SITE
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL lwmm 031111=211=6
94 ALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS /PLATES.
DISPOSAL OF ANY SUCH MAC LOT 8 OF MAP 14928 RANC E LONE VICINITY �I rtAP �
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. IN TERICIM
IN THE CITY OF ENaNITAS, RO NO Sc
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE
DESIGNATED FOR CONSTRUCTION VEHICLES STATE OF CALIFORNIA THOM. BROS. PG. 1048 C -5
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.
ALL MAJOR REPAIRS SHALL BE MADE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTNG UTILITIES EXCEPT AS SHOWN ON OFF -SITE.
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE MEASURES TO PROTECT ANY EXISTING UTLITIES OR STRUCTURES LOCATED AT EROSSON CONTROL
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
R IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
CONSTRUCTION STANDARDS OF THE CITY OF ENCINIT AS AND THE SAN DIEGO OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TO ANY EXCAVATION. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, IT IS FURT A THAT THE OWNE ( DE VELOP ER) SH ALL HA A R EGISTE
R ED C IVIL COMMENCEMENT SHALL BE OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. � OF MAKE SUCH PUBLIC
WORKS CH ANGES, A
ARE NECESSARY AND DESIRABLE FOR THE PROPER
INSPECTION. APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR A. SEWERS - CARDIFF SANITATION - (760) 633 -2770
B. GAS & ELECTRIC - SDGE - ( 760) 436 -6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING COMPLETION OF THE
IMPROVEMENTS.
2. THE SOILS REPORT TITLED - PRELIMINARY GEOTECHNCAL INVESTIGATION. C. WATER - OLIVENFAIN WATER DISTRICT- (600) 227 -2600 WET WEATHER.
FURTHER AGREE TO COMIMIENCE WORK ON ANY IMIPROVEMENTS SHOWN ON THESE PLANS WITHIN
PROPOSED 5 LOT RESIDENTIAL DEVELOPMENT', FOR THIS D. TELEPHONE - SBC BELL - (760) 469 -3411 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL
RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
PROPERTY PREPARED BY VMIJE & MIODIETON ENGO*ZRING, INC. E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9609 X -2233 SMALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
DATED 04 -23 -2004 AS WELL AS UPDATES ON 07 -25 -2006 AND 01 -12- 2009, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER
WORK ASSOCIATED WITH THIS PROJECT OR
PROJECT 004- 502 -F AND ft 112 -F SHALL BE CONSIDERED AS A PART OF 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN UNDER MY CONTROL.
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. UNNECESSARILY; THEY HELP DECREASE EROSION. ,
3. THE CONTRACTOR SWILL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
3 APPROVAL OF THIS PLAN DOES NOT CE #PPRCrIAL OF SM. (76.01 e33 -2770. ALL WC1RK PEWORMEQ MlIT Off BEREFT[ OF %tSP€CWW W LPL BE VEGL7ATM WAIS
BE PL!►NTM 0 SLOPS OR Wk1M tiS WT TELY PUNNED 8'f: DATE
-
LOCATION AND TYPE OF DRAINAGE FACILITIES. NOR OF IMPROVEMENTS WITHIN SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE
PREVENTED BY PLANTING FAST - GROWING ANNUAL AND TIMOTHY PARILLO
STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL REMOVAL PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE D. SON COMIX I AN
AL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE. '
GRADING. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIMOTHY PARILLO AT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
I A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA.
(415) 236 -6961. 24 HOURS. PRINCPALLY DOING BU &NESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
THAT A
5. CONTRACTOR SWILL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO ON -SIT! CONSTRUCTION MATERIAL STORAGE SAMPLING AND STUDY OF
THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
UNDER MY DIRECTION ON APRIL, 2004 AND FOR AN UPDATE ON 07 -25 -06 AND 01- 12 -09. ONE
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED
MATERIALS SWILL BE CONTAINED IN A SECURE PLACE TO PREVENT COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
EXISTING PRIOR TO GRADING. SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE
THESE PRODUCTS WAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WEE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SWILL
GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
PROJECT HA BEEN INC GRADING PLANS AND SPECIFICATIONS.
MARK WHICH IS DISTURBED OR DESTROYED SWILL BE RE- ESTABLISHED AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND APPROVAL OF THE ENGINEERING INSPECTOR. SIGNED:
SURVEYOR. E UMINATE 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
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMIDRAIN INLETS.
STOCKPILES SHALL BE COVERED OR RCE �"
7. THE CONTRACTOR SWILL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING PROTECTED
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE
DEVICES. INCLUDING SHORING. AND SHALL BE RESPONSIBLE FOR CONFORMING RAINFALL, EXP. DATE: /I, 3; 1 -O9
TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND PERIMETER AT ALL TIMES.
REGULATIONS. 5. THE CONTRACTOR SWILL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAINING JOB III: 04 -502 -F AND
09 -112 -F
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTORS' EMPLOYEES WHO PERFORM
CONSTRUCTION IN THE CITY OF DNCINITAS SWILL BE TRAINED TO BE VINJE do MIDDLETON ENGINEERING, INC.
STRUCTURE FOR HUMAN OCCUPANCY SWILL NOT BE CONDUCTED BETWEEN THE 2430 VINEYARD AVENUE
HO OF S: FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMtp NOTES STROLL RECOGNIZED �DA
AND 7:30 A.M. NOR ON SATURDAYS. SUNDAYS AND CITY T R PRECAUTIONS O PREVENT ��I PASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE ILA
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER PRMME
S) AND THE CONTRACTOR MUST OqO. CA 92029
(760) 743 -1214
HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING BTATZMMT OF RNG�II Qff T=
HAS UEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAIN WASTE IANtGEM�NT
INSPECTOR. CIVIL ENGINEER. SOILS ENGINEER, GRADING CONTRACTOR AND SHALL BE INCORPORATED HEREON. THE UNDERSIGNED ENGINEER
AGREES THAT THE WORK PERFORMED BY THE ENGINEER SWILL COMPLY
PERMITTEE. THE PREGRADE MEETING SWILL BE SCHEDULED WITH THE CITY AT CONTRACTOR SWILL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
AND UNUSED CONSTRUCTION WITH THE GENERALLY fLi tPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE MATERIALS. DUMPING
OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO PROFESSION, THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE
IN
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ACCORDANCE WITH THE RULES
AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE
ENGINEER AGREES THAT ANY PLANCHECK OR
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SMALL SUBMIT TO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO SEEPAGE
FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS/DIKES SWILL BE PLACED AROUND REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED WAIL EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCIMTAS
OF THE TECHNICAL
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER LIDS
SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SWILL BE PLACED WITHIN SUFFICIENCY OR ADEQUACY OF THE PUNS CAR DESIGN AND IT THEREFORE DOES NOT
RELIEVE THE
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER
TO AVOID RAIN CONTACT WITH ANY ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
HAULING OPERATION. TRASH MATERIAL. ENGINEER AGREES TO INDEMNIFY MID HOLD HARMLESS THE CITY OF ENCINITAS AND
ITS OFFICERS.
NOTE AGENTS. AND EMPLOYEES FROM PROPERTY DrAMA�GE OR BODILY INJURY ARISING SOLELY FROM THE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS. WATER -BASED PAINTS,
VEHICLE FLUIDS. BROKEN ASPHALT NEGLIGENT ACTS. ERRORS. OR OMISSIONS OF THE ENGINEER AND HIS/HER ARISING
AGENT'S OR EMPLOYEES
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND 1. REVIEW OF THIS PLAN BY MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE AND
CONCRETE. WOOD. AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF THE
AS GRADED CERTFICAT10N SWILL BE PROVIDED STATING: 'THE GRADING UNDER A ATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF WORK PERFORMED BY THE ENGINIEER.
PERMIT NO. 10090 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH
NON-EXISTENCE OF ANY UTILITY PIPE OR WITHIN THE LIMITS HAZARDOUS MATERIAL. CALL THE HAZARDOUS WASTE HOTUNE TOLL FREE AT
(800) 714 -1195. FOR INFORMATION
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED OF THIS SECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436
-4151.
PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN LE. LINE B
Y: DATE: 00
q
,CF THE CML E NiGN�? MONO CERTIFIES SUCH GR406 s OPERATION CROSSINGS. LINE PARALLELING OR PROPOSED CONNECTION SMALL BE FIELD VERIFIED. �i67A4MS SQL
BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND -- - - - -' - -- - - - - - -- - s jnc) -- �
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER
THE SITE. ROBERT 0. SUKUP O
ENGII VEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE MAINS SWILL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS PORTABLE TOILETS
MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SWILL THE SEA BRIGHT COMPANY OI
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILS AND WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER pRONIpE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS ROBERT 0. SUKUP N
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
M SURFACES. 4322 SEA BRIGHT PLACE
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON CARLSBAD, CA 92006 ? _
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST TELEPHONE NO. (760) 720 -0098 �. O
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT. METERS, VALVES, VALVE BOXES,
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE RCE NO.: 26302.3311 (D
OPINION. ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
EXP. DATE: 03 -31 -10 t\
INTENDED USE. MEET CURRENT OLIVENHNN MUNICIPAL WATER DISTRICT STANDARDS IF FACILITIES DO NOT FOR MORE INFORMATION ON STORMWATER POLLUTION
CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT v
MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 533
-2770. >_
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EXPENSE. Z
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE S IMPERVIOUS AREA PR Q
PRIOR T'0 CONSTRUCTION: 0 SQ FT
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER
CL
1 SIT
STEEPEST EXISTING NATURAL SLOPE ON-WE IMPERVIOUS VIOUS AREA AFTER CONSTRUCTION: 17,Z40 FT
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT - 6'
INCREASE IN IMPERVIOUS AREA: ,
..EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT O
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 5. MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS 3) MAXIMUM VERTICAL
DEPTH OF FILL - 1' DRIVEWAY AREA OF 4,340 S.F. IS INCLUDED BMP Project Status: U
AND SAN DIEGUITO GAS AM ELECTRIC VAULTS. 4) AVERAGE DEPTH OF CUT - 430 C.Y. /18,0100 S.F. x 27 - 0.6 FT IN THE ABOVE
TOTAL THE DRIVEWAY IS �
14. ALL AREAS TO BE FILLED SHILL BE PREPARED TO BE FILED AND FILL 5) AVERAGE DEPTH OF FILL - 20 C.Y. /660 S.F. x 27 - 0.6 FT
CONSTRUCTED OF PAVERS, WITH SAND
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
BEDDING BELOW. STANDARD
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. FILL 20 CY m
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF CUT: 430 CY
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL EXPORT: 410 CY REMOVE AND RECOMPACT: 1400 CY
(ASSUMES 3' OVER 12,600 S.F.)
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND V)
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SEWER PUBLIC WORKS PLAI�IG S BULDN�IG PARKS S RECREATION OLIVEI�N�IAIN
WATER DIET. ENCWTAS FIRE PROTECTION DIST. PERM w
s�!'1 OR /COP PERMIT No. N/A �
Of SPECIAL USE PERMIT W. N/A
so zw2f L f z 1. 09 A"0wrld46* 7 TENTATIVE MAP N0. N/A �
BY: DATE: 8Y: DATE: BY: DATE: DATE: SWArLW 6 YEARS FROM DATE SIGNED DATE: Q
Z
REVSI°"s APPROVED DATE REFERENCES DATE BENCH MAW -E SPECIAL DE APPR NALS CITY OF ENCINITA8 ENGINEERING
SERVICES DEPARTMENT DRAWING N0. to
DESCRIPTION BENCHMARK NO. ENC -18
LOCATION: 2,5 B S DISC IN co NC. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED GRADING PLAN FM:
w
SLAB FOR F.H.. 800' NORTH OF HORIZONTAL _!�� NSA DATE BY: �1. �/1 �: Wl.D �TATM - LOT a Amw_G
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END o f t3UhWNN RD N/A R No.: 28302 PARILLO RESIDENCE �
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