2015-11852 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENTAT 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.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND
eT�:1�7e1�:G5i�?
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 PREPARED BY INLAND ENGINEERING TECHNOLOGIES, INC. DATED 7 -12 -2013,
PROJECT #13 -2753 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. 11852 -G HAS BEEN PERFORMED INSUBSTANTIAL 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 DPIP 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
LP BELED 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 DATE
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GARY LE AT (714) 892-3900,24 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 BETWEEN 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.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
CrEx3
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
/�, 8'•l�,l�
AND /OR CORRUGATED STEEL PANELS /PLATES.
DATE
CONSTRUCTION VEHICLES
GN
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
SI N DATE
VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
DESIGNED
SHALL BE MADE OFF -SITE.
DRAWN BY:
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
DEPARTMENT APPROV
SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
BP
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
BP
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
RE
l/
H MAHER
/ -/S
DATE
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
GRADING PLAN FOR: SITE IMPROVEMENTS FOR
McDonald's 004 -2396
1064 N. EL CAMINO REAL ENCINITAS, CALIFORNIA
APN 257 - 500 -12 -00 -
PLANNING CASE NO: 13 -117 DRMOD /CDP
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.
SOI
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,
C
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
Ap
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
ST
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY
MA
FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES
Up
SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
CO
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
BE
TRAINING
CE
C
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE
RE
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
GR
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
SIG
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
RC
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
EX
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
JO
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE
IN
PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
416
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS UMPSTERS
pH
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 - LWD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - OM 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.
PUBLIC WORKS
PLANNING AND BUILDING
BENCHMARK SCALE LEUCADIA WASTEWATER
ICRIPTION: TOWN: T13R4W02 DISTRICT APPROVAL
:ATION: E LEUCADIA CHIS SQ TOP HOWL NE COR HORIZONTAL: 1" = 10-
'IA.
)LIVEHAIN & EL CAMINO REAL. �`✓ !'-�[ t %
;ORD FROM: VERTICAL: V = 10' li/� D;sf?.i%fiGy eE✓ r� ,,
VATION:78.030 U
'UM: NAVD88 lkllL _If5i
OWNER
ENCINITAS TOWN CENTER ASSCS ILLC
515 FIGUEROA ST, STE 1230
LOS ANGELES, CA 90071
SITE ADDRESS
1064 N. EL CAMINO REAL, ENCINITAS, CA
APN 257 - 500 -12
OWNER'S CERTIFICATE
APPLMANf \
A%L06NAL9A L1SA,LLG.
SFr S. Ar&uaROA ST. SfL' /7130
LOSAmemfLdS,GA 100-11 0
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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: DATE: �eI�
�P
RIS AM
MCD 'S USA, LLC
LEGAL DESCRIPTION
Z
O
VICINITY MAP
N.T.S.
LOT 12 OF AMANDED MAP OF ENCINITAS MAP NO. 13258, CITY OF ENCINITAS TRACT NO. 94 -066, UNIT I, II, III, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 13333, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 3, 1996
LS ENGINEER'S CERTIFICATE
® EGISTERED CIVIL ENGINEER IN THE STATE OF
LIF RNIA, P 1 LILY DOING BUSINESS IN THE FIELD OF
PLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
UDY OF THE SOIL CONDITIONS PREVALENT IT IN THIS SITE WAS
DE BY ME OR DER MY DIRECTION ON -1 AND FOR AN
DATE ON % %. ONE COMPLETE COPY VF HE SOILS REPORT
MPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS
EN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
RTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
RTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
PORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
ADING PLANS AND SPECIFICATIONS.
NED: (A jYO A,
E NO.:
P. DATE: �,
B #:
LAND ENGINEERING TECHNOLOGIES, INC
55 REAGAN WAY, STE. E, MURRIETA, CA 92562
ONE: 951 - 894 -6464
4
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 30 HA V
MAXIMUM VERTICAL DEPTH OF CUT = 1.5'
MAXIMUM VERTICAL DEPTH OF FILL = 15
CUT = 200 C.Y. FILL = 250 C.Y.
IMPORT= 30 C.Y.
REMEDIAL = 580 C.Y. (2' REMOVAL AND RECOMPACTION
UNDER AND 10' OUTSIDE OF BUILDING AREAS)
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 27,600 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 28,200 SQFT
INCREASE IN IMPERVIOUS AREA: 600 SQFT
IMPERVIOUS AREA REPLACED: 2,970 SQFT
TOTAL DISTRUBED AREA: 3,570 SQFT
THIS IS NOT A PRIORITY PROJECT
�_1:7:E -�_1► I X7:7 Xd:7 �_t�[�]�
STATEMENT OF ENGINEER OF WORK
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 PLANE 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: DATE: .'
BEN PHAN, PE
VP HOME C
CrEx3
BMP PROJECT STATUS
STANDARD
ENCINITAS FIRE DEPARTMENT
DRAWING NO.
11852 -G
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WATER DISTRICT
%:
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DATE
(SIGN J. plc*uyU DATE
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SIGN
DESIGNED
BY: VI
DRAWN BY:
CHECKED BY:
EN NEERING
DEPARTMENT APPROV
S
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
BP
HT
BP
PLANS PREPARED UNDER SUPERVISION OF
DATE:01 -21 -2014
�/R.c.E. No.:c -57550
/� ZENPH
N, PE EXP.:12 -31 -2015
RE
l/
H MAHER
/ -/S
DATE
APP
LL
GLENN PRUI
�S /S
DATE
GRADING PLAN FOR: SITE IMPROVEMENTS FOR
McDonald's 004 -2396
1064 N. EL CAMINO REAL ENCINITAS, CALIFORNIA
APN 257 - 500 -12 -00 -
PLANNING CASE NO: 13 -117 DRMOD /CDP
DRAWING NO.
11852 -G
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OLIVENHAIN MUNICIPAL WATER DISTRICT
GENERAL POTABLE WATER SYSTEM NOTES
REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE
MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS
FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT
APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL
TIMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS
ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY
SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS
MINIMUM IN ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO
SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING
PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT
INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE 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)
8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY
WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC
RIGHT -OF -WAY.
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 4- 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 LOW 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 WITHIN 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
IN
Z\ Exp. 12/31/2015
71
"t13P �': "'"` " "" �':
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EN INEERING DEPARTMENT APPROV S
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
P HT
PLANS PREPARED UNDER SUPERVISION OF
REC APP
GRADING PLAN FOR: SITE IMPROVEMENTS FOR
DATE:01 -21 -2014
R.C.E. NO.:C -57550
PE EXP.:12 -31 -2015
IH MAHER UIny
GLENN P ��s //y
DATE h�
McDonald's 004 -2396
1064 N. EL CAMINO REAL ENCINITAS, CALIFORNIA
APN 257 - 500 - 12-00, 257 - 500-38-00, 257 - 500 -39 -00
PLANNING CASE NO: 13 -117 DRMOD /CDP
11852 -G'
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F_7
THE CITY OF ENCINITAS HAS NOT REVIEWED THIS
SITE DESIGN FOR ADA COMPLIANCE. ALL ADA
COMPLIANCE DESIGN AND CONSTRUCTION ARE
THE RESPONSIBILITY OF THE APPLICANT
1q/c 'A P - F U�jVNCU D I._ UnnVVII-D T: UEWNrU DT:
f<b- I HT I
7550 PLANS PREPARED UNDER SUPERVISION OF
Exp. 12/3172015 DATE:01-21-2014
it CIVIC- R.C.E. NO.:C-57550
OF
1 P BEN PHAN, PE EXP.:12-31-2015
sworn
Ov. 0
j
cli
STORM WATER POLLUTION CONTROL
BMPs TO BE PRIVATELY MAINTAINED AND NOT
TO BE MODIFIED WITHOUT A PERTMIT FROM
THE CITY.
EPARTMENT APPROV,
6 CURB
031,
LEGEND
GGREGATE
00
04
PROPOSED ELEVATIONS
BSW
BACK OF SIDEWALK
INV
INVERT
0
PROTECT IN PLACE EXIS77NG CONCRETE CURB AND GUTTER CURB ONLY
CL
CENTERLINE
IRRBOX
IRRIGATION BOX
EXISTING ELEVATIONS
CO
CLEANOUT
LF
LINEAR FEET
PR07ECT IN PLACE EXIS77NG V-GUTTER
CONC
CONCRETE
LS
LUMP SUM
----------PROPERTY
LINE
CP
SURVEY CONTROL POINT
LT
LIGHT
- E -
ELECTRICAL LINE
DCK
TOP OF DECK
PS
PIPE SLOPE
- X -
CHAIN LINK FENCE
DWNSPT DOWN SPOUT
SF
SQUARE FEET
-RW-
RECLAIMED WATER
EG
EXISTING GRADE
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SIGN
- S-
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- T -
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DRAWING C-J, (TYPE J)
FH
FIRE HYDRANT
TP
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:::30000=
BLOCK WALL
FL
FLOW LINE
TOR
TOP OF RAMP
INSTALL PUMP W7H AUTO SWITCH PER DETAIL ON SHEET 5
EDGE OF PAVEMENT
FTG
TOP OF FOOTING
WV
WATER VALVE
CONSTRUCT NEW 6" CONCRETE V-GUTTER PER DETAIL HEREON
EXISTING BUILDING
FS
FINISHED SURFACE
LANDSCAPED AREA
GB
GRADE BREAK
CONCRETE
GM
GAS METER
POND
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HIGH POINT
EIC~O
LIGHT POLE
ow
DRAINAGE DIRECTION
S
SLOPE DIRECTION
QUARRY TILE
(93.99 T.C.)
(94.62 T.C.)
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ON SHEET 6 •
(94.12 T. &Z.
13
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10AN
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(99.49 F.
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(93.83 T.C.)
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RADING PLAN
GRAPHIC SCAM
10 5 0 10 20
SCALE IN FEET
I inch = 10 ft.
F_7
THE CITY OF ENCINITAS HAS NOT REVIEWED THIS
SITE DESIGN FOR ADA COMPLIANCE. ALL ADA
COMPLIANCE DESIGN AND CONSTRUCTION ARE
THE RESPONSIBILITY OF THE APPLICANT
1q/c 'A P - F U�jVNCU D I._ UnnVVII-D T: UEWNrU DT:
f<b- I HT I
7550 PLANS PREPARED UNDER SUPERVISION OF
Exp. 12/3172015 DATE:01-21-2014
it CIVIC- R.C.E. NO.:C-57550
OF
1 P BEN PHAN, PE EXP.:12-31-2015
sworn
Ov. 0
j
cli
STORM WATER POLLUTION CONTROL
BMPs TO BE PRIVATELY MAINTAINED AND NOT
TO BE MODIFIED WITHOUT A PERTMIT FROM
THE CITY.
EPARTMENT APPROV,
6 CURB
031,
GGREGATE
00
04
BASE
WV GUTTER
NOT TO SCALE
Ill
CONS TRUC PON NO TES
I 7EW
DESCRIPTION
0
PROTECT IN PLACE EXIS77NG CONCRETE CURB AND GUTTER CURB ONLY
OCONSTRUCT
NEW 4- PY\C PIPE\
U)
PROTECT IN PLACE EXISTING" CONCRETE
PROTECT IN PLACE EXISTING HANDICAP RAMP
Ld
>
CONS7RUCT NEW 0" CURB
PR07ECT IN PLACE EXIS77NG V-GUTTER
U7
CONSTRUCT NEW TRASH ENCLOSURE, IMPERVIOUS ROOF PER BUILDING PLANS
OCONSTRUCT
NEW 4" CONCRETE WALKWAY 29' MAX CROSS SLOPE, 5% MAX
PATH OF TRAVEL
9
CONSTRUCT NEW 60 CONCRETE CURB & GUTTER PER SDRSD SID G-2
Lu
PR07ECT IN PLACE EXISTING TRANSFORMER
SCONSTRUCT
NEW AC PAVING TO MATCH WITH EXISTING ELEVA77ON (5- AC OVER
0
4- AB)
@
INSTALL NEW STRIPING
@
PR07ECT IN PLACE EXIS77NG ASPHALT CONCREFTE
>
PROTECT IN PLACE EXISNG GREACE INTERCEPTOR, ADJUST TO MATCH (N) ELEV.
(D
CONSTRUCT NEW WHEEL STOP
CONSTRUCT NEW RAMP WITH TRUNCATED DOMES TO MEET ADA REQUIREMENTS
PER SDRSD SID G-31
CONSTRUCT NEW V-GUTTER PER SDRSD STD G -12, J' WIDE
RECONSTRUCT V-GUTTER TO PROVIDE 2% MAX. CROSS SLOPE, 5% MAX PA TH
OF TRAVEL SLOPE
CONSTRUCT NEW CONCRETE TO MATCH WIN EXIS77NG ELEVA 77ON (5-PCC OVER
4 A WITH 14 REINFORCING BAR, 18-OC, BOTH DIRECTIONS)
CONSTRUCT 1" HIGH HUMP TO CONTAIN WATER IN THE TRASH ENCLOSURE.
(DRAIN IN THE ENCLOSURE TO CONNECT TO THE GREASE INTERCEPTOR)
REMOVE EXIS177NG
CONSTRUCT NEW RETAINING WALL PER SAN DIEGO REGIONAL STANDARD
DRAWING C-J, (TYPE J)
PRO 7EC T IN PLACE EXISTING CATCH BASIN
CONSTRUCT NEW 6" CONCRETE CURB ONLY PER SDRSD S 7D G -1
INSTALL BID RL7ER, CONIECH - MODEL UGBF0608, PER DETAIL SHEET 5
INSTALL 8/0 FILTER, CONTECH - MODEL UGBF0406, PER DETAIL SHEET 5
INSTALL 4- PVC PIPE, SCHEDULE 80
INSTALL PUMP W7H AUTO SWITCH PER DETAIL ON SHEET 5
@
CONSTRUCT NEW PUMPS VAULT PER DETAIL ON SHEET 6
CONSTRUCT NEW BIKE RACK PER CITY REQUIREMENTS
CONSTRUCT NEW 6" CONCRETE V-GUTTER PER DETAIL HEREON
S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
GRADING PLAN FOR: SITE IMPROVEMENTS FOR
tL McDonald's 004-2396
MASrF`I MAHER GLENN PRUI 1064 N. EL CAMINO REAL ENCINITAS, CALIFORNIA
DATE DAT� APN 257-500-12.00, 257-500-38-00, 257-500-39-00
PLANNING CASE NO: 13-117 DRMOD/CDP
DRAWING NO.
11852 -G
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PLANS PREPARED UNDER SUPERVISION OF REC
E NO.: -2014 -
MA MA I
R.C.E. NO.:C -57550 l
BEN PHAN, PE EXP.: 12-31-2015 DATE
3� Z Iiii-a--
GRAPHIC SCALE
10 5 0 10 20
SCALE IN FEET
I inch =l0 ft.
ITEM
CLEAN CONSTRUCTION BMPs
AO
INSTALL PERIMETER CONTROLS PER DETAIL HEREON
O
MATERIAL STORAGE PER DETAIL HEREON
O
WASHOUT AREA
CONSTRUCT STABILIZED CONS7RUC77ON ENTRANCE
O
Typical grovelbag detail
3" MIN. opening between bags top row
\ sacbogs�hrt9yel bags
eo
Notes:
1• Damaged bags shall be re p laced immediately.
2. Additional sandbag sediment traps shall be placed at intervals as indicated on site plan.
O
Material Storage
Stockpiled Material . +..a
e
a
y ♦ a
• ,a
a.
.a e
♦ e ♦
a
►--
SANDBAGS /GRAVEL BAGS
PLACED TIGHTLY TOGETHER
ALL AROUND MATERIAL
Notes:
1. Dirt and other construction related materials placed in the street or on other impervious
surfaces must be contained with *sandbags or other measures to prevent transport to the
stormdrain system.
2. Any construction material stored or stockpiled on -site shall be protected from being
transported by the force of wind or water.
O III
Stabilized Construction Entrance
�Akr .!Z fpnprtevent tra�kng__
l /
A series c` Steel Plates (3 or more)with
Rumble Sti as or min 4' coarse aggregate.
Notes:
1. Sediments and other materials shall not be tracked from the site by vehicle traffic. The
construction entrance roadways shall be stabilized so as to prevent sediments from being
deposited into the public roads. Depositions must be swept up immediately and may not
be washed down by rain or other means -into the storm drain system.
2. Stabilized construction entrance shall be:
a. Located at any point where traffic will be entering or leaving a construction site to or
from a public right of way, street, alley, and sidewalk or parking area.
b. A series of steel plates with 'rumble strips ", and /or min 4" coarse aggregate with length,',
width & thickness as needed to adequatly prevent any tracking onto paved surfaces.
3. Adding a wash rack with a sediment trap large enough to collect all wash water can
greatly improve efficiency.
4. All vehicles accessing the construction site shall utilize the stabilized construction entrance
sites.
DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
APP 20V . GRADING PLAN FOR: SITE IMPROVEMENTS FOR
nK McDonald's 004-2396
GLEN g' I�s 1064 N. EL CAMINO REAL ENCINITAS, CALIFORNIA
DATE APN 257 - 500- 12 -00, 257 - 500- 38 -00, 257. 500 -39 -00
PLANNING CASE NO: 13 -117 DRMOD /CDP
DRAWING NO.
11852 -G
SHEET 4 OF 6
W S
'` Ii ► lal`
GOULDS
WATER TECHNOLOGY
FEATURES
Impeller- Cast iron, ASTM A43, Class 30, two vane semi -open, non
clog design with pump out vanes for mechanical seal protection,
Balanced for smooth operation, Silicon bronze impeller is an option
Casing Heavy duty gray cast iron, ASTMA4fl. Mass 30.Iklute type.
casing With 3", 125#, ANSI flanged, horizontal discharge. Compatible
wi;h Al0 -30 cast iron or A10 -30B cast iron and brass (non- spar king)
guide rail assembly.
Dual Mechanical Seals: Silicon carbide vs. silicon carbide outerseal
and ceramic vs:. carbon inner seat, stainless steel metal parts, BUNS -N
elastorners. Upper and lower shaft seals are positioned independently'
and are separated by an oil- filled chamber.
Shaft: 3001 series stainless steel keyed design.
Fasteners: 300 series stainless steel. -
Capable of running dry temporarily without darnaqe To sear or motor.
Sarlea Nom.)
W5150SM
�.
WS15D8
W521OT33 W53W73
z
WSSpD3
RPM ►
- I ,so
Impellefy non`ric"C''
1U
160
1 30
Castings
1003
�opasdty �'
1
.[Oil
260.—
20
4
„
c+
Jt1
5
CONSTRUCTION FL
210
160
2,90 1 350
235 310
4s5
400
.r_.. .
b
..... _..,.__..
Fcwerrabta
STOW „20foet
Additional ien the
i
K
334
Rg '
130 210
325
SE a...
40
lf:Zo
Meal
b:{) 160
280
ca
ry
SO
Al
10
van
170
OPT
55
511i€cr1 13,rag r_iit1
Silicon
'[i3kF!
3 D ca iL
13;4
/JC)
Csr)SdP
,
a�
e"(
METERS FEET
Lti
x
Q
c�
0
H-
0 Zit 40 60 go 1W 120 rn /hr
FLOW RATE
DIMENSIONS
(All dimemicns arom Itches. Do not 'us:kir construction purposes
Itrr>IA;rir_rty ,
I
f
27.62 12'
3' r
H fl 1 ANSI FLANGE
3,51
Xylem, Inc.
Let's Solve Water 2881 Fast Bayard Street Ext., Suite A
Seneca Fal Is, NY 1:3148
Phone: (866) 325 4210
Fax. (888) 322.58//
rrwv.xvler ni nc .resm /L�r indsi'gcc ulds4Vaterlechnol(�,gy
49Ule,75 t OLei 6'r
c.
•••• •••1•.. 00x4 ".[¢10x102)
35'x30 ^[914x514] Cruel EJNNA410003L61, SEE CURB INLET PEAK FLOW
WEIR
TREE GRATE. 1:,2"[350] OR EQUIVALENT DETAILTHISSHEET
6
A A
OF
FLOW CAST- INT�LAU'E CURB b
AND GUTTER WITH LOCAL
OEPRESSIONATINLE.T
.,... .... - BY CONTRACTOR - �(T
FRONT FACE°3'•d'[1Q1$) INLET TRAY W/ REMOVABLE UNDERORA
CONSTRUCTION FLOW - OPENING.
OF CURB..... BYPASSCOVER
C -
PLAN VIEW SECTION C-G
FLOW
SIOPILTRATION _j
BAY
ALTERNATE.
OUTLET LOCATION',.
SECTION B -B
PLANT. PROVIDED BY
UNL7ERDRPdN:
CONTECH
CLEANOUT
'1tS "(508j. ENERGY DISSIPATION ROCKLAYEI
' ENGINEERED (?4 "x24° 1610 X 6101 SO.
BOIL MIXTURE .....:�
4,
1 1
AOCI,.
KNJTLET PIPE
_ - UNREftORAIN
SECTION ALA
URBANGREEpN,�p
btlCa4MT44NWMAIMRA
$-1 3 -d
G „ _I
PLAN! VIEW
A
W
2'A
- ENGINE
SOIL MIX
r
- i
P
PLANT PROVIDED BY
�:, CCNTECH
ENERGY DISSIPATION ROCK LAYER
.--(2411x24” (910 x:610j SQ.) -
S
B
ounrl'PIPE
LizBRAIN
SECTION A-A
URBANGRENJI
�pFSS /
N E
h V
No o )
. � - .--., .. -._._. ...... ..u. vim.- .�...v -._a_- .._ -�..�� _v..:..a -.> -...' .�_��_`._k :.:wow• �• :.. .�KYM =t^2? _.- .ma��°^e3�i� «. ...__. �4';.* �h ... `.3i W�•'y.���y ;qqq��yyy
CURB INLET DETAIL
4
r
ENGINI
W
:11025 CAalm Palat
CAST -IN PLACE CURB
!• ,'.
_ Platariel
No
ftrtNffiln
Standard optional
T
Impellefy non`ric"C''
1001
1179
2
Castings
1003
�opasdty �'
3
Shatz keynd
300 Sn1 ies S5
4
Fasteners
30€i set ies SS
CONSTRUCTION FL
OPENING
Palj beanncis
SeFt i
.r_.. .
b
..... _..,.__..
Fcwerrabta
STOW „20foet
Additional ien the
i
0 6n
FUNA -IN
Rg '
OuterMeeh.
son ca
Zery
Sry
lf:Zo
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2X
seal
ca
Al
Pans:
2,6
OPT
ihavydutr
511i€cr1 13,rag r_iit1
Silicon
'[i3kF!
3 D ca iL
Csr)SdP
,
a�
r' o- -S^
_...
STD
Mil .._
Silicon rarbid f
;C111
It
Uri N
..
i 00 91 tins
a6a5iv2S�
1 A
i�
NlatedalCode
Engine
Standard'
1003
Cast iron -- ASTMA48Cks 30
1179
Sil c2n bronze- --ASTM C87 &00
0 Zit 40 60 go 1W 120 rn /hr
FLOW RATE
DIMENSIONS
(All dimemicns arom Itches. Do not 'us:kir construction purposes
Itrr>IA;rir_rty ,
I
f
27.62 12'
3' r
H fl 1 ANSI FLANGE
3,51
Xylem, Inc.
Let's Solve Water 2881 Fast Bayard Street Ext., Suite A
Seneca Fal Is, NY 1:3148
Phone: (866) 325 4210
Fax. (888) 322.58//
rrwv.xvler ni nc .resm /L�r indsi'gcc ulds4Vaterlechnol(�,gy
49Ule,75 t OLei 6'r
c.
•••• •••1•.. 00x4 ".[¢10x102)
35'x30 ^[914x514] Cruel EJNNA410003L61, SEE CURB INLET PEAK FLOW
WEIR
TREE GRATE. 1:,2"[350] OR EQUIVALENT DETAILTHISSHEET
6
A A
OF
FLOW CAST- INT�LAU'E CURB b
AND GUTTER WITH LOCAL
OEPRESSIONATINLE.T
.,... .... - BY CONTRACTOR - �(T
FRONT FACE°3'•d'[1Q1$) INLET TRAY W/ REMOVABLE UNDERORA
CONSTRUCTION FLOW - OPENING.
OF CURB..... BYPASSCOVER
C -
PLAN VIEW SECTION C-G
FLOW
SIOPILTRATION _j
BAY
ALTERNATE.
OUTLET LOCATION',.
SECTION B -B
PLANT. PROVIDED BY
UNL7ERDRPdN:
CONTECH
CLEANOUT
'1tS "(508j. ENERGY DISSIPATION ROCKLAYEI
' ENGINEERED (?4 "x24° 1610 X 6101 SO.
BOIL MIXTURE .....:�
4,
1 1
AOCI,.
KNJTLET PIPE
_ - UNREftORAIN
SECTION ALA
URBANGREEpN,�p
btlCa4MT44NWMAIMRA
$-1 3 -d
G „ _I
PLAN! VIEW
A
W
2'A
- ENGINE
SOIL MIX
r
- i
P
PLANT PROVIDED BY
�:, CCNTECH
ENERGY DISSIPATION ROCK LAYER
.--(2411x24” (910 x:610j SQ.) -
S
B
ounrl'PIPE
LizBRAIN
SECTION A-A
URBANGRENJI
�pFSS /
N E
h V
No o )
. � - .--., .. -._._. ...... ..u. vim.- .�...v -._a_- .._ -�..�� _v..:..a -.> -...' .�_��_`._k :.:wow• �• :.. .�KYM =t^2? _.- .ma��°^e3�i� «. ...__. �4';.* �h ... `.3i W�•'y.���y ;qqq��yyy
CURB INLET DETAIL
4
r
ENGINI
W
:11025 CAalm Palat
CAST -IN PLACE CURB
!• ,'.
` itedirt Surrevo
AND GUTTER: WITH
TTeptMn ni
In 2Er to 1 kiYP s :
Tt eat '
.LOC/d.
DEPRESSION AT IN
1e o�rt
Moo
BYCONTRACTDR
c�pazit}"
�opasdty �'
Lnng#n
00
lint
(02 )
INLETTRAY WI.REMOVABLE
I E rF ORF
CONSTRUCTION FL
OPENING
- BYPASS COVER
SECTION.. C-C
?r OF GURB:.
.A I
4`[7021 MIN "� 1 c
i
I
CAST-INPLACE `'..
CONCRETE BY
CONTRACTOR
R
M4 MBAR ;
DOWELS
BENT AS
NECESSARY
CURB INLET DETAIL
BIOFILTER DESIGN NOTES
THE URSANGREENWOFILMRIS AVAILABLE INARQHT (AS SHOWN) ORLEFT CONFIGURATION. THE
SYSTEM TREATMENT CAPACITY 15 DETERMINED BY THE TREATMENT RATE OF THE BIOFILTRA noN MEDIA.
THE SYSTEM 19 DESIGNED WITH AN' INTERNAL BYPASS THE CAPACITY OF THE INTERNAL BYPASS IS A
FUNCTION OF THE ALLOWABLE DEPTH OF FLOW AT THE CURB FADE, CONFIGURATION OF CURB INLET
(SAG OR ON•GRADE)AND RQADWAYAND GUTTER GEOMETRY WHICH ARE TYPfCALLV OOVERHED BY
LOCAL REGULATIONS, SEE THE URSANGREEN DIOFLTER DESIGN, OPOIATION, AND PERFORMANCE
GUIDE FOR MORE INFORMATION, .
BIOFILTRATION ME CIA INFILTRATION RATE OPTIONS 50iAr 1Do initr
SEE DETAIL 2 SHEET 3 AND
SECTION C SHEET 6
BE DONE BY THE ENGINEER OF RECORD IN ACCORDANCE WITH THE PROJECT PLANS AND
SPECIFICATIONS,
3 DIMENSIONS MARKED WITH ( )ARE REFERENCE DIMENSIONS, ACTUAL DIMENSIONS MAY VARY:
4 FOR FABRICATION DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACTYOUR
CONTEC:H REPRESENTATIVE. WWW.✓ mtachES=m
5 URBANGREEN 010FILTERWATER OVALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA
AND INFORMATION CONTAINEDIN.THIS DRAWING.
B STRUCTURE SHALL MEET3W PEE PEDESTRIAN LOAD RATING WITH HSX SURCHARGE. MANHOLE COVERS
SHALL MEE I' AASHTO M305.
7, ALTERNATE. UNITS (] ARE . MILLIMETERS UNLESS" NOTED OTHERWISE.
INSTALLATION NOTES
A, ANY SUBBASE, BACKFILL DEPTH, ANDRFRANTI- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN
CONSIDERATIONS AND SHALL, OE SPECIFIED BY ENGINEER OF RECORM
S. CONTRACTOR TO PROVIDE EQUIPMENTWITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT ANDSET
THE URSANGREFN SIOFILTER VAULT (LIFTING CLUTCHES PROVIDED), SPREADER BAR WITHSUFPICIENT
CABLE IS REQUIRED FOR SAFETY AND REDUCTION OF DAMAGE TO.CONCRETE STRUCTURE.
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULTSECTIONS AND ASSEMBLE VAULT.
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES, MATCH OUTLET PIPE INVERT WITH OUTLET BAY
FLDOR.
E. CONTRACTOR TO SUPPLY AND INSTALL INLET PROTECTION BAR IF REQUIRED BY LOCAL JURISDICTION,
F CONTRACTOR TO TAKE APPROPRIATE MF_ASURES TO PROTECT NO FILTRATION AND OUTLET BAY FROM
CONSTRUCTION RATED EROSION RUNOFF,
G. CONTECH IS RESPONSIBLE FORACTIVATION'OF THE SYSTEM AND PLANTINGOF TIE.PLANTTHAT. 18
SPECIFIED. ACTIVATION ONLY OCCURS WHEN THE SITE IS FULLY STABILIZED, FINAL PAVEMENT INSTALLED
AND SWEPT CLEAN OF CONSTRUCTION SEDIMENT.
H. ALL SIOMI.TER UNITS MUST BE WATERED BY IRRIGATION LINES OR SPRINKLER SYSTEMS ON A REGULAR
BASIS, EACH BIOFILTER UN IT INCLUDES IRRIGATION HOLES FOR NEW OR EXISTING IRRIGATION LINES.
C BICIFILTER INLINE STANDARD DETAIL
OHMOW
MODEL: UGBF0406 - 42" DEPTH
SEE DETAIL 1 SHEET 3 AND
SECTION B SHEET 6
RE DONE: BY THE ENGINEER OF RECORD IN ACCORDANCE WITH THE PROJECT PLANS AND
SPECIFICATIONS,
S. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
4, FOR FABRICATION DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR
GONTECH REPRESENTATVE.. Wvriv.conWhES.wm
5. URBANGREEN BIOFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA
AND INFORMATION CONTAINED IN THIS ORAWItNO,
S. STRUCTURE SHALL MEET 300 PRE PEDESTRIAN LOAD RATING WITH HEW SURCHARGE. MANHOLE COVERS
SHALL MEET AASHTO M30.. -
7. ALTERNATE. UNITS( I ARE ' MILLI METERS : UNLESS NOTED OTHERWISE.
BERM CONNECT TO GREASE INTERC OR
AND SANITARY SEWER
1,01,
19 MIN MIN
`�—
3.0'
LP
SECTION A
N.T.S.
t
+dmlt
ltiln
` itedirt Surrevo
: orrmil lter
TTeptMn ni
In 2Er to 1 kiYP s :
Tt eat '
5ixe
1e o�rt
Moo
cnitfi€tO&
c�pazit}"
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00
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(02 )
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44
€ 4)
itrt
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2
2X
611T11
ca
Al
2,6
C
0 -3A
2,33 cer r 5Y
6r- !2
49
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Z',,I
,
b
r' o- -S^
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rr T
ir,�"iiif
}
'1 19
25 8
0 ?fi"
1 A
?:i �3.L;?
;
c
3A
D; 08,0
? 12
6X8,
A
31
2 -2-I T011
:7
0-1 72
i :9, 311
2,33 or 5,33
61MC
4
\
ici
"° Tr,il
r'rl
R'!25
1 0
11aof5 i3
_S3Y11.
I[i.
9'. _. I
y .._ --.A,
Q (REQUIRED)D1 = 0.053 CFS = 23.78 GPM
CAPACITY: MODEL UGBF0608: 42.6 GPM
Q (100) D1 =1.44 CFS = 646 GPM
PUMP: 350 x 2 = 700 GPM
Q (REQUIRED6 = 0.038 CFS =17.06 GPM
CAPACITY: MODEL UGBF0406: 17.7 GPM
Q (100) D2 =1.52 CFS = 682 GPM
PUMP: 350 x 2 = 700 GPM
SECTIONS
'MTE+�Hg
ENGINEERED SOLUTIONS 4lC BIOFILTER INLINE STANDARD DETAIL
r moatftht&Wer MODEL: U!GBF0608 - 49" DEPTH`
MMCeaaA Pallas Or. Baas 409, LY641011609,, OHAIMS & DETAILS
600:616.3998.. 616$M6 -T�0 6I3.DVb•Ta99 FAX
DESIGNED BY: DRAWN BY: CHBP ECKED BY:
BP HT ENG EERING EPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
PLANS PREPARED UNDER SUPERVISION OF REC APP GRADING PLAN FOR: SITE IMPROVEMENTS FOR
DATE:01 -21 -2014 McDonald's 004 -2396
A MA • ER / GLENN P IM 11852 -4
,00_ i / R.C.E. NO.:C -57550 � �� y 1064 N. EL CAMINO REAL ENCINITAS, CALIFORNIA
BEN PHAN, P EXP.:12 -31 -2015 DATE - DATE APN 257 - 500-12-00
PLANNING CASE NO: 13 -117 DRMOD /CDP SHEET 5 OF 6
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