2014-11985 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
2. THE SOILS REPORT TITLED "_N /A " PREPARED BY DATED , AND UPDATE
DATED , PROJECT# SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
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.
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
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT
NO. 11985 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 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
FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
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
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
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
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL.
CHANGE NO.
DESCRIPTION
APPROVED I DATE
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RYAN PUZYCKI AT (203) 314 - 6035 , 24
HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETINEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS
PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED
WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
BENCHMARK I SCALE I SPECIAL DISTRICT APPROVAL
DESCRIPTION: STA. ENC -30
LOCATION: N. 1961044.005 E. 6250269.682
RECORD FROM: CCS 83 1991.35 EPOCH
ELEVATION: 388.479
DATUM: NAVD88
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 10'
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO,
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
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 SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED 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 UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
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 IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760) -633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -620C
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: (760)633 -2770. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 250 SQFT
INCREASE IN IMPERVIOUS AREA: 250 SQFT
IMPERVIOUS AREA REPLACED: 0 SQFT
OWNER AS
LePORT SCHOOLS
1 TECHNOLOGY DRIVE, SUITE J728 B S
IRVINE, CA 92618 C S
(203) 314 -6035
T
SITE ADDRESS n E S
520 BALOUR DRIVE O 2
ENCINITAS, CALIFORNIA
APN:259- 311 -08 -00 Z
LEGAL DESCRIPTION H�
A PORTION OF THE EAST ONE -HALF OF THE SOUTHWEST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, 1
TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO
MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN J
DIEGO, STATE OF CALIFORNIA m K
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY-OF
THE SITE.
SIGNATURE:
MIKES AMSHOUM FOR TSS, LLC.
> ENGINEER'S CEF
N.T.S.
I, /A A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSK
IN THE FIELD APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF SOIL
CONDITIONS PRE NT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AND FOR
AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM STUDY, WITH MY
RECOMMENDATIONS, HAS N SUBMITTED TO THE OFFICE OF THE CITY ENGINE FURTHERMORE, I HAVE
REVIEWED THESE GRADING P S AND CERTIFY THAT THE RECOMMEND S INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE B INCORPORATED IN THE GRADING NS AND SPECIFICATIONS.
SIGNED: _
RCE NO.:
EXP. DATE:
JOB #:
COMPANY
STATEMENT OF ENGINEER OF WORK 1�
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: �XOn�w- P, t%Affla__ DATE: c6ISh"N
EN
GLENN M. CHUNG
HALL & FOREMAN, INC.
17782 17TH STREET, SUITE 200
TUSTIN, CA 92780
(714) 665 -4500
RCE EXPIRES 6/30/16
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 50 H: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 0.5 '
MAXIMUM VERTICAL DEPTH OF FILL = 5.0 '
CUT = 0.77 C.Y. FILL = 98.72 C.Y.
IMPORT = 97.95 C.Y.
REMEDIAL = C.Y. (' REMOVAL AND RECOMPACTION UNDER AND 'OUTSIDE OF BUILDING AREAS)
BMP PROJECT STATUS
STANDARD
PUBLIC WORKS I PLANNING AND BUILDING I PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT '
zr t
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: alsAA
9 onw M.
R.C.E. NO.: 62794
ENGINEER'S NAME EXP.: 6/30/16
SIGN DA E
ENGINEERING DEPARTMENT APPROVALS
RECOMMEND D: _�QD APP V :
14A /V1 .
MASIH MAHER GLENN PRUIM
iii/ 2 4 1 1 4 1 /S�iy
DATE DATE
DATE
SIGN DATE
/dam 6u6z
SIGN DATE
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DING PLAN FOR: 520 BALOUR DRIVE
LEPORT SCHOOLS, ENCINITAS
APN: 259 - 311 -08 -00
PLANNING CASE NO:
DRAWING NO.
11985 -SG
SHEET 1 OF 3
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NOTES
1. EASEMENTS AND PROPERTY BOUNDARY PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS- 641319 -SD
2. NO NON - PLOTABLE EASEMENTS LOCATED WITHIN PROJECT BOUNDARY.
3. LIMITS OF WORK ARE LIMITED TO NEW PLAYGROUND OUTER FENCE LINE PER SHEET 2.
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20 O 20 40
scale 1"= 20' feet
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED 6Y: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: STA. ENC -30
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE :J0o APP 0
LOCATION: N. 1961044.005 E. 6250269.682 HORIZONTAL: 1" = 20' DATE: F3i5/14 A a KEY MAP AND BOUNDARY REFERENCE 11985 -$G
RECORD FROM: COS 83, 1991.35 EPOCH LEPORT SCHOOLS, ENCINITAS
ELEVATION: 388.479 VERTICAL: 1" = 20' R.C.E. NO.: 62794 MASIH MAHER GLENN PRUIM
DATUM: NAVD88 E NEE ' $�2f,� 14 SHEET 2 OF 3
EXP.: 6 30 16 DATE DATE
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EXISTING FENCE
F+-1
..r,�� m ( I 3<' I 1 EX. AC + 2" I
3" WALK ON BARK OR SODDED TURF
12" AMENDED SOILS PER LANDSCAPE
If ARCHITECTS PLANS
12" CLASS 2 PERMEABLE MATERIAL
4" DISCHARGE DRAIN TO CONENCT-/ PERMEABLE MATERIAL WRAPPED
TO EXISTING STORM DRAIN SYSTEM WITH MIRAFI 140 N FILTER FABRIC
4" PERFORATED PIPE,
SPACED 9,0' O.C.
9' O.0
n TYPICAL SODDED TURF/WALK ON BARK SECTION
iU
SCALE 1 " =5'
0
am
EX. BASE
CONSTRUCTION NOTES
(D PROTECT ITEM IN PLACE
Q 4" SIDEWALK PER ARCHITECTURAL PLANS
Q3 WROUGHT IRON GATE WITH MESH SCREEN
® 5'X4' CLIMBING WALL WITH TAPERED SIDE WALLS PER ARCHITECTURAL PLANS
Q5 ROUNDED STONE RETAINERS PER ARCHITECTURAL PLANS
I� NATURAL STONE PAVERS PER ARCHITECTURAL PLANS
0 5' DECK HT. EMBANKMENT SLIDE WITH RETAINED STEPS PER ARCHITECTURAL PLANS
® WALK ON BARK PER ARCHITECTURAL PLANS
SODDED TURF PER ARCHITECTURAL PLANS
to V HIGH CHAINLINK FENCE
11 6" CONCRETE CURB
12 SAND PLAY SURFACE PER ARCHITECTURAL PLANS
13 TEEPEE STRUCTURE PER ARCHITECTURAL PLANS
14 REMOVE EXISTING WROUGHT IRON FENCE
t5 NOT USED
16 4" PERFORATED PIPE, SPACED 9' O.C.
t7 CONSTRUCT UTILITY TRENCH REPAIR PER DETAIL HEREON
t8 MOW STRIP PER ARCHITECTURAL PLANS
19* JOIN EXISTING STORM DRAIN SYSTEM, INVERT TO BE VERIFIED PRIOR TO CONSTRUCTION
*IF NEW STORM DRAIN CANNOT MEET THE EXISTING INVERT, USE "SD OPTION No.
2" LAYOUT AND CONNECT TO EXISTING NORTH EASTERN STORM DRAIN INLET.
NOTES:
1. CONTRACTOR TO POTHOLE AND VERIFY STORM DRAIN CONNECTION PRIM TO START OF
CONSTRUCTION
2. PLAYGROUND EQUIPMENT TO BE INSTALLED PER LANDSCAPE ARCHITECT'S PLANS.
3. EXACT SHAPE AND DESIGN OF SLIDE AREA TURF MOUND TO BE FINALIZED IN THE FIELD.
4. EASEMENTS AND PROPERTY BOUNDARY PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS- 641319 -SD
5. PLAYGROUND AREA TO BE REMOVED AND REPLACED WITHIN THE NOTED LIMITS OF
CONSTRUCTION (EXISTING /REPLACED FENCE LINE).
6. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING STREET TREES, LANDSCAPING, AND
SIGNS ON SURROUNDING PUBLIC CITY STREETS AND ADJACENT PROPERTIES. REFERENCE
NOTE NUMBER 17 ON TITLE SHEET.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
—SD— 4" PERFORATED STORM DRAIN
—O— 4' TALL CHAINLINK FENCE
WEL JOINTS & EPDXY
. EMBED 9" MIN.
ROM CONCRETE
kVEMENT
& UULUK muMENTED
CONCRETE
6" THICK P.C.C. CONCRETE PAVEMENT REINFORCED
WITH /4 BARS 0 12" O.C. BOTH WAYS. COLOR,
PATTERN, & FINISH TO MATCH EXISTING.
BOTTOM
OF PIPE
TRENCH REPAIR, PIPE BEDDING & BACKFILL
NTS
** TRENCH CUT SHALL BE EXTENDED TO
THE CLOSEST WEAKENED PLANE JOINT.
NOTES:
1. Concrete:
1.1. Portland Cement: ASTM C150, Type ll, low alkali
1.2. Aggregates: ASTM C33, from approved source to
insure uniform quality and grading. Deliver so that
moisture content variations will not decrease
production of reasonably uniform concrete. Do not
use aggregates that are reactive with alkalis.
1.3. Water: Clean, fresh and potable.
2. Strength: Minimum ultimate compressive strength of
4,000 psi
3. Reinforcing Bars: ASTM A615, grade 60.
4. Expansion and Control Joints:
4.1. Slabs: Conform to Greenback, Subsection 201 -3
4.2. Curbs & Gutters: Asphalt impregnated fiber filler
material, Xz inch thick.
4.3. Control Joints: "Zip Strip as distributed by S.C.A.
Construction Supply, or equal.
5. Curing Compound: Conform to Greenbook Subsection
201 -4
6. Polyethylene Film: dear, 10 mil thick, "Visqueen ", or
equal. Provide compatible tape for sealing pints.
�zL-�
10 0 10 20
scale 1 "= 10' feet
CHANGE N0.
DESCRIPTION
APPROVED
WALK ON BARK
BENCHMARK
CONCRETE SIDEWALK
SPECIAL DISTRICT APPROVAL
STONE PAVERS
BY:
PLAY SAND AREA
CHECKED BY:
—SD— 4" PERFORATED STORM DRAIN
—O— 4' TALL CHAINLINK FENCE
WEL JOINTS & EPDXY
. EMBED 9" MIN.
ROM CONCRETE
kVEMENT
& UULUK muMENTED
CONCRETE
6" THICK P.C.C. CONCRETE PAVEMENT REINFORCED
WITH /4 BARS 0 12" O.C. BOTH WAYS. COLOR,
PATTERN, & FINISH TO MATCH EXISTING.
BOTTOM
OF PIPE
TRENCH REPAIR, PIPE BEDDING & BACKFILL
NTS
** TRENCH CUT SHALL BE EXTENDED TO
THE CLOSEST WEAKENED PLANE JOINT.
NOTES:
1. Concrete:
1.1. Portland Cement: ASTM C150, Type ll, low alkali
1.2. Aggregates: ASTM C33, from approved source to
insure uniform quality and grading. Deliver so that
moisture content variations will not decrease
production of reasonably uniform concrete. Do not
use aggregates that are reactive with alkalis.
1.3. Water: Clean, fresh and potable.
2. Strength: Minimum ultimate compressive strength of
4,000 psi
3. Reinforcing Bars: ASTM A615, grade 60.
4. Expansion and Control Joints:
4.1. Slabs: Conform to Greenback, Subsection 201 -3
4.2. Curbs & Gutters: Asphalt impregnated fiber filler
material, Xz inch thick.
4.3. Control Joints: "Zip Strip as distributed by S.C.A.
Construction Supply, or equal.
5. Curing Compound: Conform to Greenbook Subsection
201 -4
6. Polyethylene Film: dear, 10 mil thick, "Visqueen ", or
equal. Provide compatible tape for sealing pints.
�zL-�
10 0 10 20
scale 1 "= 10' feet
CHANGE N0.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED
BY:
1 DRAWN BY:
CHECKED BY:
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION: STA. ENC -30
LOCATION: N. 1961044.005 E. 6250269.682
RECORD FROM: CCS 83, 1991.35 EPOCH
ELEVATION: 388.479
DATUM: NAVD88
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 10'
PLANS PREPARED UNDER SUPERVISION OF
DATE: 8fs /�4
R.C.E. NO:. 62794
GINEER S EXP.: 6 30 16
RECOMMENDED- X00 APP D:
�� 1 -
MASIH MAHER gGLENN PRUIM
B�Z�e/ � 4 ���' //y
DATE DATE
COMPOSITE GRADING AND UTILITY PLAN
LEPORT SCHOOLS, ENCINITAS
�+�±
11985 -SG
SHEET 3 OF 3
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