2015-12056 G (Plans)RIGHT OF WAYNOTE
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 70 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.
UTILITYNOTE
ALL UTILITIES SERVING THIS 577E 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 INSPEC7101V.
2. THE SOILS REPORT 777LED "LIMITED GE07ECHNICAL INVESTIGATION' PREPARED BY GEOCON DATED
AUGUST 26TH, 2013 PROJECT IG1571 -42 -01 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE W IH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
J. SEPARA7E APPROVALS AND PERMI7S FOR ANY CONS7RUC77ON WITHIN PUBLIC RIGHT- OF-WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNC71ON WITH IMPROVEMENT PLANS
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PR €CAU7701VS REQUIRED TO PROJECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO COND171ON
EXIS77NG 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
LL GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) 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- CONS7RUC770N MEE77NG HAS BEEN HELD
ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
GRADING CONTRACTOR AND PERMI7IEE. THE PRE- CONS7RUC71ON MEETING SHALL BE SCHEDULED WITH THE
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
f0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 97E 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 OPERA 7101V.
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. 12056 -G 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 DY
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 OBSERVA71ONS 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 KORK 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 NTH 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 WI714 SPECIFICATIONS
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM007H
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; R007S 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 70P OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WIN THE GRADING ORDINANCE.
16. ALL TREES; BRUSH, GRASS, AND 07HER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
0774ERWISE DISPOSED OF OFF THE 517E BY 714E 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
774E DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CIWS 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 107HIN THE CITY TREE DRIP LINE AREA (THE AREA FROM
THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND).
IF A CITY TREE IS NOT CLEARLY LABELED 70 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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CAINE TSUTSUI AT (909) 991 -9369, 24 HOURS A
DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 71MES DURING
THE RAINY SEASON (OCTOBER 1 70 APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE ON OC70B€R 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
EROSION CONTROL.. MEASURES WHEN RAIN IS IMMINENT.
J. 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 70 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU71ONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
Z 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 BMP11MP NOTES
1. FOR STORM W,47ER 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 W11HOU'i'' A PERMIT FROM THE CITY.
J. ALL IMPERVIOUS AREAS WITHIN 774E SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR
TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR 70 DISCHARGE FROM THE SITE
ALL IMPERVIOUS AREAS MUST SLOPE TOWARD 774E APPROVED BMP/IMP FACILITY AND /OR THE
TURF/LANDSCAPED AREAS
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA
UNLESS THE FLOW ✓ FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SMALL 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 IM'/BMP.
6. ALL STORMWi'ITER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
107HOUT A PERMIT FROM 774E CITY.
Z 774E INSTALLATION OF ADD177ONAL 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 714AT 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 1O ALLOW ROLLING OF 714E 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 INTV THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR 771E 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 SPECIITCATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT C0NS77TU7E REPRESENTATION
AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY
UNDERGROUND U111LITY,, PIPE OR STRUCTURE W1774IN 774E UM17S OF THIS PROJECT.
J. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING
OR PROPOSED CONNECTION SHALL 3E 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 FACILITES DO NOT MEET STANDARDS, THEN 774EY
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 II:LEC7RIC VAULTS
Z ALL WA7ER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING
8. CALIFORNIA SIA7E 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 W 7V THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS
PARIS
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH
CATHODIC PROTEC710N IN ACCORDANCE WITH WC -17 OR WC -18.
AS - 13UI1_T
ENGINEER OF WORK DATE
8WLE1 D. SAGER, RCE C65456q &W 12 -2015
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIVITIES
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 SI TE A CCESS
A STABILIZED CONS7RUC710N S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRAWNG 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 €XCAVA7701V AND GRADING AC77W71ES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE C0NS7RUC7ION SITE. CONTRACTOR SHALL PR07ECT
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 VEGETATOV 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 VEGET4770N AS SOON AS POSSIBLE, ONCE €XCAVA7101V 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 STABILIZA77ON MEASURES AND PROVIDED NTH 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 N07ES SHALL BE AVAILABLE TO
EVERYONE WORKING ON 577E 774E PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES
WASTEMANAGEMENT
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 OUMPSIER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL
DUMPSTERS TO DIVERT 714E NATURAL STORM RUNOFF. DUMP97ES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPST ER LIDS
SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WI711 IMPERVIOUS
ROOFING OR COVERED WI7H TARPS IN ORDER TO AVOID RAIN CONTACT WIN 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 DN LANDFILLS AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE 7RASH 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 STORMORAIN INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM ME STREET, GUTTER, AND STORMDRA/N. CONTRACTOR MUST ROU77NELY
CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION DN 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 EXIS71NG U77LI71ES EXCEPT AS SHOWN
ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXIS77NG
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID U77LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF U77LIlIES AND
NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DIS7RICT - -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICA71ONS- (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.
J. 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.
EARTHWORKDATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4H : IV
MAXIMUM VERTICAL DEPTH OF CUT = 0'
MAXIMUM WR77CAL DEPTH OF FILL = 10'
CUT = 0 C. Y. FILL = 1900 C Y.
IMPORT= 1900 C Y.
REMEDIAL = 0 C. Y. (0' REMOVAL AND RECOMPAC71ON UNDER AND 0' OUTSIDE OF BUILDING AREAS)
Underground Service Alert
GU�7wm
CALL TOLL FREE
1- 800422 -41'
My om�Toom
SIGN
FIELD OPERATIONS
PLANNING AND BUILDING
OWNER
SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
710 ENCINITAS BLVD.
ENCINITAS, CA 92024
(760) 753 -6491
SITEADDRESS
675 BALOUR DR.
ENCINITAS CA 92024
APN. 259-320-04, 259 - 181 -01
LEGAL DESCRIPTION
APN 259- 320 -04
774E SOUTH QUARTER OF ME SOL1714 HALF OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 14,
TOWNSHIP 13 SOU714, RANGE 4 WEST, SAN BERNARDINO
MERIDIAN, IN 774E CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT
THEREOF.
APN 259 - 181 -01
THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH,
RANGE 4 WEST, S.B.M. EXCEPTING THEREFROM THE SOUTH
QUARTER THEREOF AS CONVEYED TO THOMAS J. VAN DERSUCE,
SR., ET UX, BY DEED DATED DECEMBER' 2, 1946; RECORDED IN
BOOK 2293, PAGE 377 OF OFFICIAL RECORDS OF SAN DIEGO
COUNTY.
ALL BEING IN 714E CITY OF ENCINITAS COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA.
OWNERS 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 S17E.
SIGNATURE. DATE. r/ I
RICK SCHMITT
FOR SAN DIEOU/70 UNION HIGH SCHOOL DISTRICT
SOILS ENGINEERS CERTIFICATE
KEYA14P
N.T.S.
1, RAUL R. GARCIA A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS; HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALEMT WITHIN THIS 517E WAS MADE BY ME OR UNDER MY DIRECTION ON AUGUST 26, 2013. ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
771E OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING
PLANS AND SPECIFICATIONS
SIGNED, . v =rot
RCE NO.: 2842
EXP. DATE
JOB ;f. G1571 -42 -01
GEOCON, INC.
6960 FLANDERS DRIVE
SAN DIEGO, CA 92121
(858) 558 -6900
STATEMENT OF ENGINEER OF WORK
771E 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 714E RULES AND
REGULA770NS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. TI•!E ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN
ITS CAPACITY AS A PUBLIC EN77TY FOR 771E PLANS PREPARED BY, THE ENGINEER IS NOT A DETERMINATION BY ME
CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE
DOES NOT RELIEVE 714E 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 I7S 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 AC77NG WITHIN THE COURSE AND
SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF ME WORK PERFORMED BY THE ENGINEER.
SIGNATURE.• L,�4�L 1) � DATE.•
A
BRADLEY D. SAGER
LATITUDE 33 PLANNING AND ENGINEERING QROFE.
9968 HIBERT STREET, SECOND FLOOR �° D 0 s Fy
SAN DIEGO, CA 92131 (858) 751 -0633 o
RCE EXPIRES 1213112015 �, No. C054564 m m
w Ep• 12 -2015 „ m
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSIRUC770N. 6600 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 9950 SQFT
INCREASE IN IMPERVIOUS AREA: 3350 SQFT
IMPERVIOUS AREA REPLACED: 6200 SOFT
1:7_1 Nirk:T_ kiIIM 0 X61 NII`ll
BMP PROJECT STATUS
STANDARD
SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
° %7/4
SIGN
4n
SIGN` DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED
Br:
DRAWN Br:
cHEBED BY:
NGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
- epy i LIT 3-24f
CITY OF ENCINITAS BENCHMARKENC -48
NORTHWEST CORNER OF CONCRETE DROP INLET
ON NORTH SIDE OF SANTA FE DRIVE WET OF
INTERSTATE HIGHWAY 5 A THE NORTHE!:AST
RETURN INTO SCRIPPS MEMORIAL HOSPITAL,
ENCINITAS. 2.5" BRASS DISCENC -48 2001
ELEVATION IS 173.376 NAVD 88
HORIZONTAL: 1" = 30'
VERTICAL: I"= 30'
PLANS PREPARED UNDER SUPERVISION OF
DATE: ! ® ®�
� R.C.E. NO.: C054564
Br dley D. Sager EXP.: 12 -2015
RECOMMEN ED: JQV APP?VE
��.
MASH MAHE GLENN PRUIM
12191114 �Z� /��•j
DATE DATE
GRADING PLAN FOR:
675 BALOUR DRIVE
SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
APN 259- 320 -04, 259- 181 -01
PLANNING CASE NO: N/A
A nO�C_^
14 V V
SHEET 'I OF 3
IS
r � r.,- -a l '01VI YKUIL(ol IN h2AGI: mr a } 'iNUIL: NLW SLWLS )HALL Lft
rIA • ji "N IRRIGATION AND PLANTINGS ON i PLANTED WITH TREES, SHRUBS, AND i \
`SOUTH SIDE OF OAKCREST PARK GROUNDCOVER AND SHALL BE
DRIVE. PROPERLY IRRIGATED TO PREVENT 4" PCC PA
``X` , ANY PO7ENiiAL EROSION. �SCUrE
4 CLASS 2 B
LEGEND
230- PROPOSED CONTOURS
- -,I,- - PROPOSED DAYLIGHT LINE
PROPOSED RETAINING WALL
O PROPOSED CLEANOUT
4 _ _ -' Q PROPOSED CATCH BASIN
Q I o Conc, - =- _ My FIN /SHED SURFACE ELEVA77ON
OAKOREST PARK DRIVE Asph, _ ------------ DETAIL DETAIL A
_ _ NO SCALE T �j' . TOP OF GRATE ELEVATION
10 -6" RISERS 9 -6" RISERS - _'_'-' .. --__�- - - - - - - '- „- -. -_-.
EXISTING CATHODIC TEST WITH 12" DEEP STAIRS -��- -- - V
-- .'�'_- ` `� ti'n't "'i�'� k� XXILXX IW
WITH 12" DEEP STAIRS " _�� TOP OF WALL /F0077NG ELEV
STATION TO BE RAISED
362.15 FS o CENTERLINE
i RETAINING WALL �\ EX /STING 12" WATER LINE ; `
° - , STEP FOOTING AS NECESSARY 361.00 IF �O 367. F - `"' ` ~� - -- ° li LIM17S OF WORK
MAINTAIN M /N. 12 - -37 �' - EXISTING 30" WATER LINE � EXISTING STORM DRAIN
t AND MAX. 24" COVER 360.50 7F 366.00 1F 0 7W -- -�- _- - - .. - - -- W
° I 43, f 1 NO SUBDRA /N REQUIRED FOR THIS WALL 370.50 1F mph -- - ° --
' CONCRETE PER DETAIL 'A'
1 _
EXISTING 12 D W LINE
`} EX /ST " RECLAIMS ATER
�__ - -y z �' - - _ -1 R/W
y ,} \ ` 24 -6" RISERS _ A \ `- b� r - - _ -__,. o EARTHEN SWALE
\- - -- � -- WITH 12' DEEP STAIRS - _ - -~ 10 ,
CONCRETE WALK I
AT11LJ DACIAI o
- TG 369.20
\
J49.00 IF 36 I _ , u -------- ~� \ - lE IN 367.20
p; - - -- 0 TW, a uralcla + + _ - q __ 1 - -� _._� IF OUT 367.10
349.00 IF _ _ -__
\ „.... , \ 0 15 30 60
+� 350.00 FS I i,' 11f ~`�- �', t,1,i1
J4 .s` E14'Ek.ftll, t+ 0
� 12" CONCRETE CURB
37�
R/W � Ii }til'i a' 371.61 �`; ',i,ii}Iili's'(
f+ �11�� 350.05E � i• ltlli I
, '') p ` i III 1 � _- 1 ( !
�� I l i n I r. _ ` \ ' ( IN FEET )
IE „ x 34$,4 �� 6 HDPE STOR�1 DRAIN y „illiil iilli i 4f i inch = 30 ft
f l•1 ii Willi I 11iiIli Yl} <
CONNECT 2" DRAIN LINE , i t I I \ " F _ -`
nlllllt,,, i
nluln, ' l• 1,,EIkI'lil,
I'lll l{ rp.l � a��' ,I! ti I!kitlill i / " "
1 ' ' n i ' i € ,' I a � 24 X24 CATCH BAS IN
4x24 A h ! ! ,
\ CONNECT TO EXIS77NG STORM DRAIN /
TG J4Z9O TO DRINKING FOUNTAIN ; I I " " � (;' (; ,' ` I ; � �" _ " \ t ,11,, I, E, I ;
1i41 CATCH DACIA/ " TG 367.90
lE IN 345.90 I -iI I A�, ��/ -IE /N 365.40 \ I ' i II11i1 €.1 ` ___TG TROICT J
I 1 ;+ ! , : ! � \ � � '' CONTRACTOR TO VERIFY If IN (E)
IE OUT 365.30 \ \ t ' MINI I , ; , f
CENIERL /NE t 1 I 1 i ! � I 1 €� ! ; € { r ,SET lE OUT 0.1 BELOW THE LOWER
T /E OUT 345.80 ' I I E[i I'�� / ; I i i l ! 1 . .' - OF lE IN (E) AND /E /N (S)
.71 FS i 'i; ,, j 366.90 F !I j
IIII
t i t r
, IIIII i Cfil�- ;
7NG STOT0V ING WATER LINE LINE
C.MJT-AC r 3 A WL) pbR I 1'k i z �0 7 .1 FS F " - -- - - - - - - -
E 1 i s tiNOL`R6ROtjnJQ X'F�''ol+t I I IIEI }li 1, ill - �� ° ' i' , ,;, ,,,, _ € - 6 HOPE STORM DRAIN
DRAIN NORTH AT MINIMUM III ,i p
- RETAINING WALL - CLEANOUF
-- III.t( i\,$- fjUILTS i- :IIII, 1i' tw 'i''t, QO TF E '
�p I. _ F , -f' ` +Eii lE 4'i +111 t. �t
I I i r I i 35 .31 FS , t; t,., Iii ; / i� { , 1 „ r i
CONNECT TO EXISTING INLET - 11 E 11 i l l II II l l r CONNECT TO EX /STING STORM DRAIN x 8 3
11; I 1 5 WIDE ADA' ROMP EXISTING STORM DRA /N LINE ! RIM 368.20
(iE 345.26) CONTRACTOR TO I l 7 I.
,1111
VERIFY IN FIELD EXIS77NG e STORM DRAIN LINE I w ' I , 1, ! 1 i ' � / F i � 370.10 � � � SET IE4CTOR TO VERIFY /E E O
� � ! ! I� � I RELOG4TE DRINKING FOUNTAIN, , , , SET /E OUT 0.1' BELOW THE LOWER
x 348,6 I I 11,' I'3' I BACKFLOW PREVENTER AND _ 369.00 IF I _OF /E /N (E) AND /E /N (S) j
QUICK COUPLER EAST OF NEW WALK 371.00 TW j
III II - - -- -
� � I � �� , ` I',I ,, , I I , * -�-- � 12" CONCRETE CURB (b i ' ` � 369.00 IF � � -16 -6" RISERS
I I i I i ; h ' 1- I r „! I I -t - - - ,1 0 , • .FS WITH 12" DEEP STAIRS - f
357. a CONNECT TO EXIS77NG " I
FS CONNECT NEW 24"X240 CATCH BASIN NECT SUBDRAIN I t I i °r �} " / \
STORM DRAIN LINE " , I u!!; '< r : L 6 HOPE STORM DRAIN
i € I' F ( AND 4 STORM DRAIN TO - TO 4" STORM DRAIN I =137 . - DR41N NORTH AT MIN /MUM 1.0% -
EXISTING STORM DRA /N LINE 1 37195 FS
e' +'i f I , u,i, !`�! �, 370957E ,
q �� EXISTING WATER LINE i ' ' lE 371.20 N T
42.0' 371.A0 FS ; ; �. a; {, `�' CONNECT TO EXISTING STORM DRAIN f
! d , EXISTING RESERVOIR EASEMENT 1, I x 36 9<
u 379 ! ,' 80.45 TW- RIM 389.20
GRANTED TO THE SAN DIEGUITO { 12" CONCRETE CURB , , € : E '
I ' % "' '; l i ! ! i I { " , i l i 376.00 TF CONTRACTOR TO VERIFY /E IN
O sCU { ; R IRRiGA77ON DIS7R /CT APRIL 10, 1972 r t ,,,;, ,! I + 371.78 FS w l,' 11! ! ! •
E 1 RETAINING WALL SET IE OUT 0.1 BELOW lE IN
PER INSTRUMENT N0. 87525 O.R. i F - - - - -- ! ; � � I 1 1" i I � i I
Ii IIII ii'ui411, €'I' Y 4" STORM DRAIN r !1 , 380.50 7W EXISTING STORM DRAIN LINE
ri i E I' I I,Ei { 1 37 T) I `i I' + i 378.50 %F
Iii,fl� \\ IjIEtIIIIII ; 371.90 FS 38 OOFSL_.� L. -
I k I 11, l f 4 4" STORM DRA /N
h III ! x 3 9;1 370.90 TF
- , < < ! I ! i x 368, 4 CON SUBD N ' 18 -6" RISERS
N 71 rl r ` ! 1 1 TQ 4 STORM DRA /N 373.70
l I`sii;i�i , Eti� iii' � � I1 a 9. OFS -_WITH 12" DEEP STAIRS -- o o - °
lu +(Ill +ril.1 1 /E 371,15 371,65 IF 3i 1
I I1 ill I ',: (;II,Ii11'II!Il 37.00 iW F- o
1 1111f1,! j1I` <.';11 %llillll; il. 372.30 7F WALL ,�
r!, r, 1 1 1 1 3 I l i xC? ii. Ci
374120 0 FS ,
374.10
l,li�i
EX/ N L
_
, l STING STORM DRAIN LINE
�� 111, tflf1l11 377.60 TW
Q SV 37300_. TF CATCH BASIN
STING
.
II i .I , ,
l+ yl 11 ;l 86 " \
,�Ii ,I, TO NEW 4
iIiI;IIIi'I,,• IH111l 375001F.,
I i+ " I i i 1` t " I i i i; i! l 376.50 F -! , 6. S STORM DRAIN /
I ii;liliiill'a •�`le,';i x367+8 x369,
m t
i#i iif,,111 11 � , t Ii 5 WIDE ADA RAMP- �-rt-�_ bscurea �1 ea t \
�I i,I li €il i 74 f iv I j 1i
"11{,•,1 f
I l l r i EXISTING ! i i l ,. �' ! 38 I i l i
340, !iil l � I, Iillnlrll'!r''� i 376.00 7F ILI
1„i( GUTTER
X34�J', liiiiilri;ii,I�irs E'i 381.00TW t1 Iii'' " 1
IIII I ' ! 1,, , I l i
a
i „I, it i 1.5 378.00 TF ir1 ,�„ � - --
i' I ! I EXISTING EXIS77NG EXIS77NG EXISTING ; i 1 l I f , + ' I 1 / ,� I "'
u l i i ! 384.10 FS
it " STREET PROPOSED + i { \ +
l MEDIAN STREET DRIVEWAY WALK I' I' ` +! I I I ! + k l' 37 384.00 FS
(--3.9 22.5 4.5 --{ i! I t t
Iiiii ill ` 9% I 4 °4%' ii�iliiiiliiiil +sli \379.1DF ' is i
1.7% �" I ll1(liiiiEiill iil
'iiil
i! It i l i +' EXISTING GAS LiNE RETAINING WALL yn
i" '` /�/
i I „LIi! li'I1111111 it iEIIIII d1 \
I!;IIlIi III'IIIIIIIi ;t,,l,, J 381.50 FSIil °
Ill Eii IIII i I, i (., { Ili IIII *ss, i lilll � li , s I Illr,li t I '`�i�� S Xe� ��
Iilll,;i �r1,'illli';t11'11,l1I + -
I,ILii; SECTION A -A ,,.Il,til.il;l „i!, , x 36 .7 i 1°50 IF I;, ''.F Conc
I IIII. \
'' "!I' NO SCALE I 11111,,11, 1Ii, � 380.50 1F I� €' _
I ,lnlll 1Ilil;i11111 "1' -
II I
IIIII „I i t 411 I I, i!. V
Willli
-
I�111ISi i1;l it Ll {111'11 i. `�_ -4'
Ililil Vii � Illiliilll,ll l
I t I i III I '1'1 GUARDRAIL
P R 4RCHITECIU NS i i l l i i i i''
1 1 1 l l j ill I
1 PROPOSED SLOPE I I i t o O
IIIII It i I i t iii Iii x 3C7 9+1
! i 389.18 FS 111111 „ s `l I I I I j
1; ' I I I I 't HANDRAIL HANDRAIL ll I! (IIII 1 1 1 1
S 1illil €; 386.4 FG 1. 3% riIINi
itli:i 2- �4S CONT. 4" 4" -
i r{ h i l t I n 111 TOP AND BOTTOM
i 1 I + 1 PROPOSED 11 tl . i i€ i i 1 - 6" - �I F 6" 2- J4 S CONT i I
I 11 1 4 1 E t t i 11 i l I
I I i l WALK PROPOSED SLOPE TOP AND BOTTOM
; !1;111,1111 5 5 II ;IIIII !I't
f,111,1111,. 0 t���i555t IIII C,L. 1 1 1 Ili l i l l'� ° i t;
tl t��i,i€ •��� i4 , !lIIIIIt11111 :�° -i °• • -• I ij1!i1!I'iiiiill
33 1 I x 347, I ; t n i i SAND SAND RETAINING WALL n t ! I E I! •. +' o
i 1 1! i i l f t" l i! I IIII i l i l
Ill t 1 ! i ! € i , , . I 1.5 BASE 1.5 4 PERFORATED - - 1 11 - inn J_
BASE
MIN. 0�_DRAIN 1 I I I 1 i I Underground Service Alert BMP PROJECT STATUS
itiil
111ilI IiF \ , IltE ililit\iil \'4l 1'1ii1 Ilif11 €,1, i
11111111; SECTION B -B
NO SCALE . llirls 1,'iiii1 (+1�`i i1 i �. !I,.i i!III i! j raa �aa mom
STANDARD
i I
lilt
, E SECTION C -C SECTION D -D , 1 ,1;1,! „{ ;1 i' I ; ,� cnrL TOLL FREE
Till, id i! II H +llti 111 iii E! i
ItiUilil !IIII +tiitliii +!'i ! 1 1
II Ili Il'l I(Illllr,ulliilli l` NO SCALE NO SCALE iiil'i "' IIII A i- 800422 -4133
.III Illlj �} �'ry ItiIIIlli IIIII!' #i'1 1 'I liilll lij 1..
j7 IJliprl'II x343+° �i`ii711'Iiit11.1i! "IiI pt1 %, 31 'Iti!!!f Ill' 1
!41111 fii FIllilllli,it i, il11111 1 11!!'IIIIiH'71 Ei •,,.,` fID�00 ��1Wi
I Nlf i 111Ili i ,kf E, il!I?{ + , i; ;Tit 11 i. lEEll lr
llllillll ! i i l! €IldtjiEEllt i71'I'i`ii; €)E!
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CHANGE NO.
DESCRIPTION APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
I DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY
OF ENCINITAS -
PUBLIC WORKS DEPARTMENT
DRAWING NO.
AS- eiVILT 1
CITY OF ENCINITAS BENCHMARK ENCA8.
NORTHWEST CORNER OF CONCRETE DROP INLET
ON NORTH SIDE OF SANTA FE DRIVE WEST OF
INTERSTATE HIGHWAY 5AT THE NORTHEAST
RETURN INTO SCRIPPS MEMORIAL HOSPITAL,
ENCINITAS. 2.5" BRASS DISC ENC-48 2004
ELEVATION IS 173.376 NAVD 88
HORIZONTAL: 1" = 30'
VERTICAL: 1" = 30'
PLANS PREPARED UNDER SUPERVISION OF
DATE: 10 /1 /1
,/►
f✓ R.G.E. NO ' C054564
Bradley D. Sagef EXP.: 1'2 -2015
RECOMMENDED: J4O APPR VE
/III, AA pG._.
MASIHMAHER GLENN PRUIM
Az 11 %q
DATE DATE
GRADING PLAN FOR: �� e A T OT TR DRIVE
J AL V
SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
APN 259- 320 -04, 259 - 181 -01
PLANNING CASE NO: NIA
7 ZO56'G
SHEET 2 OF
JsC-
0
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E
VIA 1
I1
1
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11
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Conc.
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—
OAKCREST PARK DRIVE Asph
-----------------
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-- _
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x 348,6 x 348,1
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- = =_ _- -_---- =------------------ -
— —
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PROPERTY BOUNDARY 1
— = PROPOSED 10' CONCRETE WALK -
'--
- _ -- -
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a ii f t l t i i i i.
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LEGEND
— ■ — ■— PROPOSED SILT FENCE
.CCCCCOOO PROPOSED FIBER ROLLS
COZI
OQ INPROPOSED GRAVEL BAG
ET PROTECT70N
LIMITS OF WORK
x 401.
0 1
1
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IN / 1 inch =30 > ft.
0
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BMP PROJECT STATUS
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CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
AS ^SUII.T 3-2 -1 •lot CITY OF ENCINITAS BENCHMARK ENC-48. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: J6?c� APP E GRADING PLAN FOR: 67S BALOUR DRIVE _ i
NORTHWEST CORNER OF CONCRETE DROP INLET HORIZONTAL: 1" = 30' DATE: 10///,,f
ON NORTH SIDE OF SANTA FE DRIVE WEST OF AA. ./�1 q� 12056-G I
INTERSTATE HIGHWAY 5 AT THE NORTHEAST '^ MASIH MAHER ~ GLENN PRUIM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
RETURN INTO SCRIPPS MEMORIAL HOSPITAL, VERTICAL: 1 "= 30'
J'/ R.C.E. NO.: C054564
ENCINITAS. 2.5" BRASS DISC ENC 48 2004 2/ $ I /L / /�J APN 259- 320 -04, 259 - 181 -01
ELEVATION IS 173.376 NAVD 88 radley D. Sager EXP 12 -2015 DATE DATE PLANNING CASE NO: NIA SHEET 3 OF 3�
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