2018-13843 SG (Plans)RIGHT OF WAY NOTE
EROSION CONTROL
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
1. IN CASE EMERGENCY WORK IS REQURED, CONTACT 2Yl�nS.Qvy tn1N AT 1( �b )g9� 4�'3
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
24 HOURS A DAY.
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
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OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
2. EQUIPMENT AND WORKERS FOR EhERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM. THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
DRAINAGE NOTE
STOCKPILED ON SITE ON OCTOBEE 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
,
CONSTRUCTION OF TEMPORARY EROSDN CONTROL MEASURES WHEN RAIN IS IMMINENT.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
3. DEVICES SHOWN ON.PLANS SHALL N)T BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
AN APPROVED DRAINAGE FACILITY.
ENGINEERING INSPECTOR.
UTILITY NOTE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
POST A SIGN DESIGNATING THE WASHOUT LOCATION.
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
GENERAL NOTES '
REQUIRED BY THE CITY ENGINEER DUETO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CONSTRUCTION SITE ACCESS
CIRCUMSTANCES WHICH MAY ARISE.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
4
/
FOR PUBLIC WORKS CONSTRUCTION; THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
O SHALL BE RESFONSIBLE AND SHALL TAKE NE PRECAUTIONS T
6. THE CONTRACTOR E CESSARY O
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION. ,,
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
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Z. T�e SoILS telloET- - TITLED 5UMEMIEWAL GHY(ECIINIC L PRc5fmeDW mfP,
INCORPORATED HEREON.
rJA'tED -
DATED PROJECT #" SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
8. GRADED AREAS AROUND THE PRCJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
GRADING SHALL BE 'DONE IN-ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
SLOPE AT THE CONCLUSION OF EACH MORK DAY.
CONTAINED IN SAID REPORT.
9. ALL REMOVABLE PROTECTIVE DEVCES SHOWN SHALL BE IN PLACE AT THE END OF EACH
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
WORKING DAY WHEN THE FIVE (5) DAY. RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
(40%). SILT AND OTHER DEBRIS SHALL EE REMOVED AFTER EACH RAINFALL.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
REPLACED OR REPAIRED TO CONDITION
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
EXISTING PRIOR TO GRADING.
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM
-DRAIN SYSTEM.
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
2. GRASS AND LANDSCAPE AREAS DESGNATED FOR STORM WATER POLLUTION CONTROL SHALL
ENGINEER ORA LICENSED LAND
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
SURVEYOR:
3, ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPIIMP FACILITIES
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
ANDIOR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
AND /OR THE TURF /LANDSCAPED AREAS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN
4. NO DRAINS SHALL BE INSTALLED IN {ARDSCAPE, DRIVEWAYS, UR ANY OTHER IMPERVIOUS AREA
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. NOR ON
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2 °l° CROSS SLOPE TOWARD THE IMPlBMP AREA OR HAVE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
HELD` ONSITE WITH THE FOLLOWING PEOPLE 'PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS
IT TO AN ADEQUATE IMP /BMP.
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
6. ALL STORMWATER IMP113MP FACILITIES: SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED.
WITHOUT A PERMIT FROM THE CITY.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY'
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
REQUIRE THAT THIS PLAN BE REVISED DR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
IMPERVIOUS, NON- COMBUSTIBLE ROCF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
BE PROVIDED STATING: "THE GRADING UNDER PERMIT .
ENCLOSURE. THE ENCLOSURE SHAL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
NO. ,13@ 6,'2x ' -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". -THIS STATEMENT SHALL BE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
OPERATION.,
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
SYSTEM, NOT TO PLANTERS OR THE S -ORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
REQUIRED FOR THIS STRUCTURE.
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES
FOR THEIR INTENDED USE.
1. Potable water works shall be construc,ed in accordance with the details and materials as
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
specified in themost recent edition ofthe Olivenhain Municipal Water District (District)
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
Standard Specifications and Drawings for the Construction of Water Mains and Facilities,
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
including all amendments adopted prior to the District approval date on these plans.
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
Contractor shall have a copy of the Sundard Specifications on the job site at all times.
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
2. The submission and review of all subnivals (shop drawings, six sets) as required by the
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
Standard Specifications are to be, accomplished prior to the pre - construction meeting with the
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROG THE SURFACE UPON WHICH THE FILL IS
District's Inspector.
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
3. Unless otherwise noted, connections to existing mains shall be made dry. The time and
COMPACTED TO A MINIMUM OF 90 PERCENT, IT SHALL BE TI HE CONTRACTOR'S RESPONSIBILITY TO
duration of any shutdowns of existitigmains shall be subject to approval by the District.;
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
District shall be notified two weeks minimum in advance of any shutdown.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
4. Contractor shall coordinate with Distrct all arrangements for high - lining temporary services
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES ORIEXCAVATION AND EMBANKMENTS SHALL
prior to shutdowns. No shutdowns wilbe scheduled on a Monday or Friday.
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND J OTHER WASTE MATTER EXPOSED OR
5. Contractor shall review all proposed trench work with Cal/OSHA. A co
P copy of exemption letter
EXCAVATION i OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
or trenching permit, if required, shall it submitted to the District prior to construction.
REMOVED A�D DISPOSED OF. THE TOE AND TOP OFf ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
1
6. No work may begin or proceed withoit direction of District's Inspector. Contractor shall
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
notify the District inspections department 48 hours prior to the beginning of work to arrange
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
for inspection of the project.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
7. The Contractor must call !'Dig Alert o °Southem Catifomia" to have underground service
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
utilities located prior to construction. This call will be made at least 48 hours in advance prior
to any work being performed in public right -of -way. (Dig Alert phone: 800 -227 -2600)
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
8. All existing facilities which may affect project construction, i.e., line crossings, line
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
paralleling, or proposed connections sell be field verified before any construction begins.
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
9. The Contractor shall furnish and installper the Standard Specifications the appropriate buried
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
utility warning and identification tape above all public water lines including water laterals
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
located in public right-of-
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
(NOTES CONTINUED ON SHEET 2)
TREE REMOVAL.
CHANGENO.1
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
DESCRIPTION:
LOCATION. EL
RECORD FROA
ELEVATION. -1
DATUM: NAV'DI
1�ljiR i
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
SIGNATURE:
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
ca?RCA,ItaE 3yZovsN
SURFACES.
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CONCRETE WASHOUT
%SO 4VEEtNtQp L4 T6SS7D
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM. THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
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CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
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,
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLLRRY, MORTAR, STUCCO,
2
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL
SITE ADDRESS SS .1SG5 /aVFl�110A �_a MTA
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POST A SIGN DESIGNATING THE WASHOUT LOCATION.
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CONSTRUCTION SITE ACCESS
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A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK ANDIOR CORRUGATED STEEL
LEGAL DESCRIPTION
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PANELS /PLATES. ? E
Lt?T 26s ),AMP WZ4-
EN
CONSTRUCTION VEHICLES l 0
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 SHAD. BE MADE OFF -SITE. OWNER'S CERTIFICATE \ y GISD A
EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEERNR
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL\ �y
PROTECTED AGAINST EROSION BY INSTALLING EROSION REST §TANT SURFACES SUCH AS EROSION CONTROL MATS, GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF\
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. THE SITE,
GNGItJ1TAS
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. \� QVEitiI>�
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. SIGNATURE: rilti DATE: ! �! �! VICINITY MAP
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN (�AC�L(N- SOWN N.T.S.
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS. SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHAD. PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND LNUSED CONSTRUCTION STATEMENT OF ENGINEER OF WORK
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANYTRASH MATERIAL. CONTROLS SUCH PERFORMANCE, THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
ORDER DUMPSTERS CALL EDCO AT (760) 436-4151, ARIS G
INJURY LELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISMER
AGENTS OR L YEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ARISING OU T E WORK PERFORMED BY THE ENGINEER.
1
SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
SIGNATURE:
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
1�a hack W. HAeKls,izc>~ 29x4(
SURFACES.
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ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM. THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
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ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTON SITE
,°
RCE EXPIRES 1,41--&n
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 - 2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR 1S REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. R 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:
DATE: 35251zot�
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON-SITE= Z H: I V
MAXIMUM VERTICAL DEPTH OF CUT =2.•S '
MAXIMUM VERTICAL DEPTH OF FILL= 75 '
CUT =Z,O.. G.Y. FILL =&O C.Y.
IMPORT = O C.Y.
A. SEWERS - CSD - (760 }633 -2770 LW O -(760) 753 -0155 REMEDIAL=* O C.Y.
B. GAS & ELECTRIC - SDGE - (760)438 -6200
C. WATER -SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760)-806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL .GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (;60)633 -2770. ALL WORK LEUCADIA WASTEWA�
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
BMP PROJECT STATUS
STANDARD
IMPERVIOUS AREA
q �
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT C37al2 L-141
IMPERVIOUS AREA AFTER CONSTRUCTION: lob SQFT erS- ilsom PE Date _
VC-CREASE IN IMPERVIOUS AREA: O SQFT Dexier F Wilson En ineerin 1r1G 6130/2020
IMPERVIOUS AREA REPLACED: b SQFT Firm Exp.DATE t�J s
PUBLIC WORKS PLANNING Dl`s! PARKS A ouVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
15lt�1 PA S ND RECREATION
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DATE ./ DATE SIGN DATE SIGN C?�� DATE IG DATE 3 0 N
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SIGNED B DRAWN BY- GHNCKED BY: ENGINEERING 13lVl5i6N APPROVALS CITY OF ENCINITAS - .�lE(rbPILgE11Y SERVICES DRAWING NO.
T1W NS PREPARED UNDER SUPERVISION OF RECOMMENDED) std APMOUL • GRADING PLAN FOR
DATE: P-- _GARDEN _WALLS
R.C.E. NO.: Z°..! I �UaC1 S
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zm w. HA2It15C40, ?m EXP.: 3 31 Zb19 DATE DATEf- I PLANNING CASE NO: !(.i/�• SHEET f OF
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EXISTING PCC CURB, GUTTER & SIDEWALK
LO-
_ EXISTING WATER METER
✓_ 46.07' a
NORTH 871 3 ' 25" ' ST 33.0
-3 0.00' i; -
Q1 —.� • 1 �\ y EXISTING PCC DRIVEWAY —^
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�- EXISTING SIDEWALK
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EXISTING FENCE X
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EXISTr-G FENCE
EXISTING HOUSE
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LEGEND q�
DESCRIPTION DWG.NO: SYMBOL QUANTITY /
EXISTING PENCE Sp 'gy m ' a
ORCO ALLAN BLOCK ' 1. - $��;
PROPOSED GARDEN WALL..
4yK' -�
DAYLIGHT LINE (CUT/FILL) _� u i n _-� a —v oSjai;
F1ht� 1
DIRECTION OF DRAINAGE g °fu - -- 1 1 gX1ST(NG PCC PATIO
• 3
' 1 'Sop GRAS
J 183
EXISTING ELEVATION L
EXISTING
PROPOSED ELEVATION 8S5 a /� t( --c / GRAM-
42
83 2t ia;�°'��
tt
GI 1S3 �+b� CO
EXiS1'PVG WALL (-To Z R- ollED%
�Q � � u --�%� __,mil � � s•
3
50
S ff � CAtr EXISTING TREE � 86I --
VlJ1'
W
o 71 PROPOSED ORCOALLAN BLOCK RETAINING WALs
Ora
!(� EXISTING TREE:cz
a°/ (98 -- �f`� coo
+
G Roc:I"fl un�G -• ^� ��R,`r� �"- \ \F � �„ -rw 7 93^
EXISTING OAK TREE
a - j
(PROPOSED ORCO ALLAN BLOCK RETAtNING WALL-----,'
—5% .�,% )��J kfOb ~ �- - POUND %" IRON PIPE WITH DISC STAMPED :'RCF 23080: PER MAP 9.1.124 PROTECT IN PLACE
eb° T�— _� 1` 1 °NORTH 89 °23' 56AAST62.71'
NOTE: MAXIMUM WALL HEIGHT 3.0 � \ 1
Rp3 `EXISTING FENCE
10. Where elevations and grades are not shown on the water main profile, top of pipe profile is
48- inches below centerline of finish grade of street.
11. All deflections (horizontal and vertical) shall be made by use of joint couplings with 40
maximum deflection per coupling (2° per joint). No bending (curving) of pipe shall be
permitted.
12. Manual air releases shall be installed at all high points and blow -offs at all law points in the
water main profile. Place manual air releases and blow -offs within meter box and locate
behind curb unless otherwise approved by District's Representative. Fire hydrants may be
used in lieu of a manual air release or blow -off when located at or near high or low points, as
approved by the District's Representative.
13. Install a minimum 1 -inch water service to each lot. Meter to be located 5 -feet from a side lot
line. A 3/4 -inch high letter "W" shall be chiseled in top of existing curb or imprinted in new
curb at all water service crossings.
14. Meter boxes shall not be placed within driveways or sidewalks without the District's prior
written consent.
15. All water services for irrigation, multiple residential complexes, commercial or industrial
development shall have approved backflow prevention device on customer's side of water
meter.
16. Contractor shall tie off all valve locations and provide written dimensions to Inspector
immediately upon installation of valves.
17. line valves, where required at street intersections shall be located at the tee whenever
possible.
18. Fire hydrants, as approved by the appropriate Fire District and meeting the District's
Standard Specifications, are to be installed at locations specified by the Fire District.
19. All design changes to the water system shall be approved by the District Representative in
writing prior to construction and acceptance of the change.
20. The water system shall be pressure tested in accordance with the procedures in the OMWD
Standard Specifications. The class of pipe shall be used as the designated working pressure
for testing all pipe, valves (closed) and appurtenances.
21. Pipelines and appurtenances shall be disinfected in accordance with Section 15041 of the
OMWD Standard Specifications prior to tie -in or connection to existing system facilities.
Bacteriologic quality test results shall conform to the criteria specified in that specification.
22. Contract Record Drawings must be submitted prior to final acceptance of work. The plans
must provide post construction verification of the location and elevation of pipes and
appurtenances.
23. Contractor shall guarantee all work for a period of one (1) year after the date of acceptance
for the project. Contractor shall repair or replace any or all such work, together with any other
work which may be displaced in so doing that may prove defective in workmanship and/or
materials vrithin the one -year period from the date of acceptance without expense whatsoever
to the District, ordinary wear and tear, unusual abuse or neglect excepted.
24, All irrigation meters shall be served with recycled water unless previously approved in
writing by the District.
25. All buried fittings and valves shall be wax tape wrapped in accordance with OMWD
Standard Specifications.
IGNED gY D �
Ey.
CHECKED
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TM E VG 1N���- 1 � APPROVALS ciANGE NO DESCRIPTION APPROVED DATE BENCHMARK � iJl AI. +,lA ,N1TiA"
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APP Y
22 ppi�CC:� PREPARED UNDER SUPERVISION O. ,
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DESCRIPTION. � ST - Moc�b+M�i
LOCATION.E GQMtNO fLAtcut)^cNktAlO Rt} r ,' DATE. 31Z4s,�
— - - -- RECORD FROM SSG GoN'S�ot, t�0 to y l" ^ l�
ELEVATION, M. 3. tf� O Z f
R.G.E. N: ; i a, SE owE �S 9
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FAT DATE
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