2009-10315 G (Plans) C3
PAI R
TO COASTAL B UFF AND EX.ISTING STRUCTUR,I.. E,s
RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMIP NOTES
(PART A) RELATVE TO CONSTRUCTION ACTT ITTIES: PREMED FOR: c�
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
MR. RICHARD GERBER,
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT:
794 NEPTUNE AVENUE,'
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
ENCINITAS CALIFORNIA 92024
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 .�;n,� +; � �} �}V��'� ; , z
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL Bf REMOVED AND DISPOSED OF. THE TOE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
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. �lv E e U ri
KNOW WHERE HIS /HER PROPERTY LINE IS. SITE ADDRESS:
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. r �4 o Ur o ow
DRAINAGE NOTE: 794 NEPTUNE AVENUE,; r
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS:
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
ENCINITAS, CALFORNIA 92024 Fa"
APN: 256- 011 -09
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 LIJ
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; A C
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE cE
PANELS /PLATES.
UTILITY NOTE DISPOSAL OF ANY SUCH MATERIAL.
B. NOTIFICATIONS,
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. CONSTRUCTION VEHICLES:' t Y
LEGAL DESCRIPTION:
v unst J I�j
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
APN: 256-011-09
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 LOT 13 IN BLOCK 11 OF SOUTH COAST
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF -SITE. PARK NO. 2, IN THE CITY OF ENCINITAS,
COUNTY ek°" "a�4 �� L w W N
A . r • OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING I `'•'•: �'
-- - -•• -� THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL: TO MAP THEREOF NO. 1859, FILED IN THE
OFFICE a rra ovva�aw °
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING SITE LOCATION: Z
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE STATE OF CALIFORNIA. Z b
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR 794 NEPTUNE AVENUE,
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, ENCINITAS, CALIFORNIA
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER
MATRIX. W
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SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR ,A
J
A. SEWERS - CSD - (760) 633 -2770 VICINITY fV1A,P 0 Ill
INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
B. GAS & ELECTRIC - SDGE - (760) 438 -6200 4A [-
C WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 WET WEATHER. SCALE: AS SHOWN ABOVE 0
2. THE SOILS REPORT TITLED: "PRELIMINARY GEOTECHNICAL RECOMMENDATIONS E EP
TELHON SB
REPORT, PROPOSED MAINTENANCE REPAIRS TO EXISTING RETENTION STRUCTURE, D. C BELL - ( 760 ) 489 -3411 DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR LtJ
794 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA, BY SOIL ENGINEERING E. CABLE TV - COX COMMUNICATIONS -(760) 806 -9809 X -2233 SHALL PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. U
CONSTRUCTION, INC., DATED FEBRUARY 20. 2008.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER S OFFICE 48 HOURS PRIOR TO
AND SUPLEMENTAL GEOTECHNICAL INFORMATION, 794 NEPTUNE AVENUE, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN
ENCINITAS, CALIFORNIA, DATED FEBRUARY 18, 1999. 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 Q p,OFES5I0
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. UNNECESSARILY; THEY HELP DECREASE EROSION.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
AND SPECIFICATIONS CONTAINED IN SAID REPORT. (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 OWNERS CERTIFICATE 1
, C. 5$
N64'
SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
w N o0. C.
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3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER EXP.6 - -
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL D. EROSION CONTROL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION(
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. AND STABILITY F THE SITE. 9 O FD
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MR. JOHN NIVEN (SEC) AT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. DATE:__�.(� �___
�_ _* ________________ OFCAI -��
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE (760) 801 -6079, 24 HOURS.
GRADING. ON -SITE CONSTRUCTION MATERIAL STORAGE: SIGNATURE:_
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL MR. RICHARD GERBER, 0 GE TT(NG 0 HEIR
BEHALF
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED
MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SOILS ENGINEER'S CERTIFICATE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE THEY
WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL I, _ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
EXISTING PRIOR TO GRADING. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON- SITE. PRINCIPALLY DOING BUSINE -S IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MAOFL BY ME OR
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH APPROVAL OF THE ENGINEERING INSPECTOR. _ UNDER MY
DIRECTION ON AND FOR AN UPDATE ON . ONE COMPLETE COPY OF
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON
SITE. STOCKPILES MAY INCLUDE THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 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 W
CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE 'GRADING PLANS AND
SURVEYOR. 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 CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY RAINFALL. PERIMETER AT ALL TIMES. INCORPORA17 D I
T GRADING PLANS AND SPECIFICATIONS. A. DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY TRAINING: SIGNED:__ / ____l y _ __ /
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
RCE NO.:__ IW 1 _________________________
REGULATIONS. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE EXP. DATE:__ & l -----------------------------
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A 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 JOB #:01 -022 W
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 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 SOIL ENGINEERING CONSTRUCTION, INC.
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. 927 ARGUELLO STREET,
RECOGNIZED HOLIDAYS. REDWOOD CITY, CA 94063 0 7. ALL EROSION CONTROL MEASURES PROVIDED PER
THE APPROVED GRADING PLAN WASTE MANAGEMENT: (E50) 367 -9595 / U
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING SHALL BE INCORPORATED HEREON. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION STATEMENT OF ENGINEER OF WORTS
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, N TOR AND 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
GRADING CONTRACTOR C
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM
IS STRICTLY PROHIBITED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEER'S TRADE OR
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 PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 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. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS,
TO THE EXTENT
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO 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 THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES
THAT ANY PLANCHECK OR
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS
IN ORDER TO AVOID RAIN CONTACT WITH ANY REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND TRASH MATERIAL. PREPARED BY THE ENGINEER IS NOT A DETERMINATION
BY THE CITY OF ENCINITAS OF THE TECHNICAL O O Z
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE SAN DIEGUITO WATER DISTRICT NOTES: MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS,
WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT ENGINE RESPONSIBILITY FOR THE PLANS ORSDESIGN AND IT THEREFORE DOES OF IMPROVEMENTS BASEDTTHEREON.TTHE W
if O
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 AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 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 AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE ,^ (n
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND 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 NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER
AND HIS /HER AGENTS OR EMPLOYEES U V / Z
( ) 436 -4151. W
PERMIT NO.10315 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH WORK P
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER 760
OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY
AND EMPLOYMENT AND ARISING OUT OF THE W Z
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED BY - -_- -_ � ER ORM BY
THE ENGINEER. 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 _ _ - -- ______ __ _ v Q C ' U
_� _ ID
CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. . DATE:
THE SITE ROBERT D. MAHONY, E., G.E. 6 �/�, w N W
U Z
PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER
q V /
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. MAIMS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS SOIL
ENGINEERING CONSTRUCTION, INC. / 4" ■ .. CL
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL RCE NO.: �(.
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER 927 ARGUELLO STREET, �' W
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS REDWOOD CITY, CA 94063
EXP. DATE: /�.p , .
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS DISTRICT.
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE SURFACES. (650) 367 -9595 � �� /
m Z
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND LL Ld
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 � W Ld
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
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 SHEET INDEX: Q > N
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON / U Q 0
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT 1 . COVER SHEET ( w rn
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 2 SITE PLAN- PROPOSED REPAIR a Q
INTENDED USE. EXPENSE.
ENVIRONMENTAL DATA 3. PROFILE SECTION A -A' (,) _ z
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 4. UTILITIES TO MAINTAIN MINIMUN 5 -FEET SEPARATION WHEN PARALLELING WATER 1)
STEEPEST EXISTING NATURAL SLOPE ON -SITE = APPROX. 1.5:1 (H:V) 2 W W U W w
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = APPROX. 3'
4 SHOTCRETE WALL CONSTRUCTION -WALL ELEVATION � Fr z 0
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
3) MAXIMUM VERTICAL DEPTH OF FILL = 0 LL
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT 5. MINIMUN HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS 4)
AVERAGE DEPTH OF CUT = APPROX. 3 TABLE A AND SECTIONS IZ d J
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 5) AVERAGE DEPTH OF FILL = 0
W Q
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 5. DETAILS, TABLES AND GENERAL NOTES
Q V I V, m F_ U '
6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EARTHWORK: 6. LANDSCAPE PLANTING PAN, NOTES
& DETAILS FILE ND.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. CUT
= (50')x(3')x(1') = 6 CYt FILL = 0 CYt
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL IMPORT = 0 CYt 7. TEMPORARY IRRIGATION PLAN,
NOTES DATE
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE REMEDIAL = PROJECT PROJ 03
-24 -08
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL
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