2007-625 G (Plans) tY•xu. L R 'S \ ♦ i'.:' 1 A T! dYr'^ II
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MR. BERNARD U PROPERTY,
RIGHT OF WAY NOTE: RELATIVE TO CONSTRUCTION ACTIVITIES � ° - "�
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES (PART A)
i
' SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND C/o MR. MIKE CLARK, v ���� sI'
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MANAGER GAFCON NA INC""
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
PROJECT MA. 4 +r ,�t1 z iV ,
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
680 -682 NEPTUNE AVENUE, �_, `Q ruy� �° I U s r
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 m
ENCINITAS, CALIFORNIA 92024 «; 0
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, �y y 1f � ¢ F -
a s
KNOW WHERE HIS /HER PROPERTY LINE 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. SITE ADDRESS: 1'� 1 T nM "II�Ir (n C
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 680 -682 NEPTUNE AVENUE, k lr
Z
ENCINITAS, CALIFORNIA 1 '•
DRAINAGE NOTE: a s�`t' g ` yf l t 'N:;.w,� U
16. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS : 256 - 051 -21 - 00
U cu Li
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
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FEET AT CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
LINES. WATER IS TO DRAIN AWAY FRO M STRUCTURES FOR A MIN. OF 5 ��''_ �' I
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A STABILIZED CONSTR ^
Y `'''' I " " "''
LI 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 LEGAL DESCRIPTION: r � �aRz�,1 ` , " � z � , o
LOT 21 IN BLOCK 51 OF TRACT 256 -05 w
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SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS /PLATES. `' # 11f_R' „
DISPOSAL OF ANY SUCH MATERIAL ;w ,,�,�,IOOaeM, ,,,,,,� �.�, ,.,,.:.., �`L.,!:�^+�b.,l�.�: � \
UTILITY NOTE: IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SITE LOCATION Z O
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND, B. NOTIFICATIONS CONSTRUCTION VEHICLES STATE OF CALIFORNIA.
680 -682 NEPTUNE AVENUE,
ENCINITAS, CALIFORNIA Z
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
WORK TO BE DONE BEST OF OUR KNOWLEDGE W
ARE NO EXISTING UTILI oES E SHOWN ON THE OFFK TE VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE, ALL MAJOR REPAIRS SHALL BE MADE
VI N s S H OW NA B OV LLI 2!
A. GENERAL THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY OWNERS CERTIFICATE
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL
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i (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER U)
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED FOR
ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 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, OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER Wk.
AND STABILITY OF THE SITE. Z
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR A. SEWERS - ESD - (760)- 633 -2770 DATE:
Z
INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING _______�_- _�__�_____ F-
B. GAS & ELECTRIC - SDGE. - (760) -438 -6200 WET WEATHER. J Of
C WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
2. THE SOILS REPORT TITLED GEOTECHNICAL BASIS OF DESIGN,
680 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA, DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
O W
D. TELEPHONE - SBC BELL - (760)- 489 -3411
FOR THIS PROPERTY PREPARED 8Y TERRACOSTA CONSULTING GROUP, INC., E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SIGNATURE:_ Z N
SAN DIEGO, CALIFORNIA, PROJECT N0. 2295, DATED SEPTEMBER 30, 2005, OWNER N U Z
CONSIDERED AS A PART OF THIS GRADING PLAN. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO REMOVE EXISTING VEGETATION ONLY
WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN W U
SHALL G
ALL G RADING SHALL D DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 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 01 S ENGIN CATE
AND SPECIFICATIONS CONTAINED IN SAID REPORT. UNNECESSARILY; THEY HELP DECREASE EROSION.
SOIL ENGINEERING CONSTRUCTION, INC -, ASSUMES RESPONSIBILITY FOR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
i RoBEg�Tp_ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
�EOTZt"N1CAL REPORT AND IS NOW SOIL ENGINEER OF RECORD (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 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
THAT A
FOR THIS PROJECT. SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
MA
REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. UNDER MY DIRECTION ON 9/30/05 AND FOR AN UPDATE ON
8/29/06, ONE COMPLETE COPY OF o eR °
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN D. EROSION CONTROL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND A� \
STREET RIGHT -OF -WAYS, SEPARATE APPROVALS AND PERMITS FOR THESE SHALL CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT HAVE BEEN ti m '
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN NIVEN (SEC) WATER USAGE FOR DUST CONTROL SHALL
BE MINIMIZED. INCORPORATED IN T E GRADING PLANS AND SPECIFICATIONS. w No, GE 554.
(760)- 801 -6079, 24 HOURS. m EXP•640 -II
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE ON -SITE CONSTRUCTION MATERIAL STORAGE * i
GRADING. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL SIGNED:_
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO
PREVENT RCE NO.:___
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO. SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS -- It# 5v - -- O L�F
- - q -- - -� - - -- ' - - FCAO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE THEY
WILL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL EXP.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. --
u- - - ' - --
EXISTING PRIOR TO GRADING. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE JOB #:06 -038
APPROVAL OF THE ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSHED AND 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 SOIL ENGINEERING CONSTRUCTION, INC. /
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 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 927 ARGUELLO STREET,
SURVEYOR. RAINFALL. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE REDWOOD
CITY, CA 94063
PERIMETER AT ALL TIMES. (650) 367 -9595 J L5
7, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAINING
STATEMENT OF ENGINEER OF WORK W
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
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TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY 3:
REGULATIONS. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
, ^
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR V'
S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A IN S
AVAILABLE TO EVERYONE WORKING UBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST
N U
ACCORDANCE WITH THE RULESAND E A E
REGULATIONS RED BY THE B
ENCINITAS, TO
INFORM THE EXTENT
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HAZARDOUS CONDITION. . THAT THE ENGINEER CONTROLS SUCH PERFORMANCE.
THE ENGINEER AGREES THAT ANY PLANCHECK OR
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY REVIEW PERFORMED BY THE CITY OF ENCINITAS IN
ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
RECOGNIZED HOLIDAYS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE MANAGEMENT PREPARED BY THE
ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL W
SHALL BE INCORPORATED HEREON. SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE
THE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
AND UNUSED CONSTRUCTION ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 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 ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, O
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE / 1
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER
AND HIS /HER AGENTS OR EMPLOYEES �!
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. 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 ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING
OUT OF THE
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. WORK PERFORMED BY THE ENGINEER.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 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
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS
IN ORDER TO AVOID RAIN CONTACT WITH ANY / Z
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL TRASH MATERIAL. BY: �oREIC7 D,�(,� DATE: S /�
/lGip
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND SAN DIEGUITO WATER DISTRICT NOTES: __ _- -L______ Z
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT
HAULING OPERATION. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN
BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN ENGINEER NAME \ 0
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 / U
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 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 SOIL ENGINEERING CONSTRUCTION, INC. U Q
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760)
436 -4151. 927 ARGUELLO STREET, I U (n
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING; "THE GRADING UNDER 2• ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE POLLUTANTS
SHALL BE KEPT OFF EXPOSED SURFACES REDWOOD CITY, CA 94063 I
PERNOT NO.625 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE'WITH CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED.
. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND RCE .: Ir, 95 mm I
W Ld
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER THE
SITE. CE NO.: 6459 Z
'
PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE EXP. DATE: Q MAINS SHALL BE SHOWN
ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS PORTABLE TOILETS MUST BE IN G000 WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
Z Z
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS Q W
12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS DISTRICT. SURFACES. W
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE 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 J I- U =11 COMPACTION OF TRENCHES. HE SHALL SUBMIT
SOILS REPOORTS RTS AS S AND REQUIRED
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND 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 Q W Z
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
Q O
STORMWATER O Q
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR MORE
INFORMATION ON MATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT SHEET INDEX
AND E W RE E BY H IM OR E XCAVATIONS A LLJ
H IS SUP A D FOR THEIR HIS EXPENSE. STANDARD THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING DEPARTMENT, CITY OF
ENCINITAS AT (760) 633 -2770. Z
INTENDED USE. ENVIRONMENTAL DATA 1,. COVER SHEET
4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET SEPARATION WHEN PARALLELING WATER 1) STEEPEST EXISTING NNATURAL SLOPE ON -SITE = N/A
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = N/A 2. SITE
PLAN- PROPOSED IMPROVEMENTS m F_ N
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 3) MAXIMUM VERTICAL DEPTH OF FILL N/A
FINNSHED WORK A ON THE SITE AND TAKE REMEDA AND I SAN U DIEG O UTO GAS VAULTS REQUIRED BETWEEN FIRE HYDRANTS 5) AVERAGE DEPTH OF FILL - N/A
J'. PROFILE SECTION A -A' AND GENERAL NOTES Z pC a U z Q
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT 4 SHOTCRETE WALL - SECTIONS, DETAILS AND NOTES
Z Ld 6. ALL D RAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. TRAVELED A WAYS. ER WATER O METERS MUST FR NT OF PARCEL ARE SERV NG. CUT = N/A FILL
= N/A
100 w
` ' Q m o
14. ALL AREAS TO BE • FILLED SHALL BE PREPARED TO BE FILLED AND FILL 140' IMPORT = N/A 5 TO 7. BLUFF
REPAIRS -PER EMERGENCY PERMIT I
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL 10 � rp F�ypt. rm& 0=nv►J A'PPRoURL /4N>r I%z RELEgg6 a� RoaDS REMEDIAL N/A Q
O c J
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE C%Ty oP F_bA e%K.Lr"j A CGASTA(- PXv0�MENT1wKMrT *4z- ilRM
U
6rAkFd0T - TO 14. LANDSCAPE IMPROVEMENT w = tr \co Q
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. D U (fl U
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM - OW A LopSrgV C°MXI TO'f� FORT E Ldw�K s 4LL 4vD �"Y Pr//r R
FILE No,
NATURAL GROUND. THE
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