2016-13231 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 ❑O SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
CWNER TO KNOW WHERE H18 HER PROPERTY LINE IS_
. �1.7;1 L i LIc l ia: I+i 1 al
€N0 CONCENTRATED DRAINAGE FLOWS ARE PEFRMITTECI 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 DOTE S
1. ALL WORM SHALL BE DONE IN ACCORDANCE WITH THESE. PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC YYQRKS CONSTRUCTION, THE DESIGN GQNSTRUGTION STANDARDS QF 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 HOR
INSPECTION.
2. THE` SOILS REPORT TITLED "GEOTFCKNICAL INVESTIGATION $" FOUNDATION RECOMMENDATIONS"
PREPARED BY DATED DECEMHER 16, 21)16, AND UPDATE DATED _NIA , PROJECT# 165693-1
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE (TONE IN
ACCORDANCE VVITH THE RECOMMENDATIONS AND SPE.CIFICATION5 CONTAINEID IN SA 10 REPORT.
3, SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR
EASEMENTS SHALL BE REQUIREC IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5_ CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES (DURING GRADING OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DFVELCIPER SMALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL D€SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
T
S. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF 112 MILE OF A STRUC URE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5;30 P_M_ AND) 7:20 A. M. NOR ON
SATURDAYS. SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NiO GRADING, OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PU4PLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE, THE PRE -CONSTRUCTION MESTING SHALL BE
SCHE❑ULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (7W) 633-2770.
10. PRIOR TO HAULING DfRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINE ER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMIPLY WITH ALL CONDITIONS
AND REQUIREMENT$ THE QITY ENGINEER MAY IMPQ$E WITH REQARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORT{ UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING; 'THE GRADING UNDER PERMIT 13231-G HAS 13EEN PERFORMED IN
5UE3STANTIAL 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 ANE) TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILL5
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
FORTH EIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATEI3 SURFA-CES 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 SMALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PFRIVIANENT
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 $LUPE5 SHALL SF CUT AND TRIMMED TO FINISH GRADF 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 $HALL BE ROUNDED IN
ACC:ORDANCEW17HTHE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED. PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY 7H E CONTRACTOR SO AS TO LEAVE THE AREAS 7t IAT
HAVE SEEN 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:
PROT5C r=t IN PLACE DURING CON STIR UCTION UNLESS SPECIFICALLY APPROVED 07HERWSE_ NO
GRADING. EXCAVATION. OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHI N THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE Or -
THE TREE CANOPY PRO.I'ECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED. IT MUST BE PROTECTED IN PLACE, EVEN IF APPROVED IMPROVE MENTS 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 15 REQUIRED, CONTACT CARA GRECO AT 85S(254-9698, 24 HOIJRS A
DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON [OCTOBER 7 TO APRIL 15). ALL NECESSARY MATERIALS SHALL HE
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 ESE 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 PRODUCIN0 RAINFALL.
S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AC MAY BE
REOUIFRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
5 THE CQNTRArT(DR $HALL BE RE$PC)N$IBLE AND $HALL TAKE NEC,E$$A4RY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE CDR 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 WORT{ 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%) 81LT AN OTHER DEBRIS SHALL BE REM OVER AFTER EACH RAINFALL,
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP IMP NOTES
1, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLU❑ING ROOF DRAfNS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIE❑ WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL'DRAIN TO APPROVED BIu1PAMP 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 BMPPMP FACILITY
AND/OR THE TURFILANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, ORIVEWAYS, OR ANY OTHER I M P E RV 10 US AREA
UNLESS T IE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPISMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMFiBMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNE❑ TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMPONP
6. ALL STORMWATER IMPfBMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT ,A PERMIT FROM THE CITY.
7. THE INSTALLATEON OF ADDITIONAL IMPERVIOIJ$ 50RFACE5 NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
S. 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. K BERM
SHALL BE INSTALLED AT ALL OPENINGS TG HOLD IN ANY LICUIDS THAT ESCAPE FROM THE
DUMPSTER ANO 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 ENCLOSUIRE SHALL BE SELF CONTAINED 0R 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 (WASP).
2. RE IEWAf OF THIS PLAN BY SAN Q1EGUITO WATER DISTR€CT DOES NOT CONSTITUTE
REPRESENTATION A5 TO THE ACCURACY OF, THE LOCATION OF. OR THE EXISTENCE OR
NOW"iSTENCE 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 ANDIOR 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' STANDAR❑S COI4lMITTEE {UVASC) STANDARDS. IF FACILITIES DO MOT MEET STANDARDS,
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
S. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES
S. MINIMUM HORIZONTAL SEPARATION! OF 10-FEET REQUIRE() BETWEEN FIRE HY1DRAN1T$ AND SAN
DI EGO GAS AN 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. CALIFORNIASTATE LAW ASSEMBLY' BILL AR-1953 IS REQUIRING THAT NiO-LEAD BRASS 13E USED IN
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1. 2010. IN
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE TALL MATERIALS TO BE NO -LEAD BRASS
PARTS.
9, ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED
WITH CAT HODIC PROTECTION IN ACCORDANCE WIT WC-17 OR WC-16.
STORKWATER 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 LIRE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION $17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE_ THI,$ SHA�4 INCLUDE USING MATERIAL SUCH A* 3" CRUSHED FROCK ANO/OR CORRUGATED STEEL
PA NELSIPLATES.
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 60NDE1) F16ER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOW+3/L13 DiJRING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL. RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROS10N USING PERMAN EINT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY VMEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL SE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL CF THE NATURAL GROUND COVER. DD NOT REMOVE TREE$ QR SHRUB-5
UNNECESSARILY; THEY HELP DECREASE EROSION,
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT 1MMEDIATELY PLANNED FOR
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL
GfRR$SE$ TO SHIF.LP AND BINQ THE SOIL.
PLANT PERMANENT VEGETATION AS SOON( AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZitD.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
$TORE 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 STORMVVATER 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' EMMPLOY EES VVH0 PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL ESE TRAINED TO BI- FAMILIAR
WITH THE CITY OF ENCINITAS STC7RMVVATEfZ POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OVANER(S) AND THE PRIME CONTRACTOR MUST INFORM
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR $HALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DiNPING OF UNQ$eU OP WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM 15 STRICTLY PROHIBITED,
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES 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 REPLACED WITHIN STRUCTURES
WITH IMPERVItCDUS R00FING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS. INCL€.O❑ING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLWD$, BROKEN ASPHALT AND
CONCRETE, MOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RFCYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DiSPOSAWL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE H0TLINEE TOLL FREE AT (800) 714-1195_ FOR INFOLRMATION ON LAN DFILL$ AND 70
ORDER DUMPSTERS CALL rmDC0 AT (760) 436Al51..
POLLUTANTS SHALL ESE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
S I TE-
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM &TORMDRAiIV INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORNN. 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
ENGIN EERING 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
ORTA1NED 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 $ITT;, 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 - GED - (760)-633-2770
B. GAS & ELECTRIC - SDGE - (750)-438-6200
C_ WATER -SAN DIEGU17C WATER DIS7RIC7-1-800-227-2600
D. TELEPHONE - SBC BELL - (750)-489-341 1
E_ CABLE TV - COX COMM UNICAION S-(7r30)-8Ufi-9809 X-2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE; (760)-$33-2770
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770, ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL_
IMPERVIOUS AREA
IMF>F-PVIQIJ-$ AREA PRIOR TO GQNSTRUCTION; 3250 t iQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 4130 SOFT
INCREASE IN IMPERVIOUS AREA 980 SOFT
IMPERVIOUS AREA REPLACED: SQFT
OWNER SAI+6TA FE DR.
CARA LYN M. GREC:O. TRUSTEE OF OCEAN MUSIC TRUST
2033 ,SAN ELIJ❑ AVE, #455 p�
CARD IFF, CA92007
(858� 254-b898 ,�
DR.
SITE ADDRESS F t
2361 OXFORD AVENUE, CAR DIFF, CA92007 C1
APN- 251-093.09
LEGAL DESCRIPTION x SITE
LOT$ 32 AND 33 IN 13LOCK 13, MAP I2$8, CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, CALIFORNIA.
C O.C. ❑OC#
OWNER'S CERTIFICATE AJAjVCSr
(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR V E
GEOLOGIST HAS BEEN OR WILL BE RETAIN ED TO SUPE RViSE OVER ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTIONAND STABILITY Or I-5
THE SITE.
VICINITY MAP
I IWEI HEREBY AGREE TO INDEMNIFY, DEFEND, ANIO HOLD CITY AND CITY'S N.T.S.
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
A<NYANp ALL LIABILI TI �S, CLAIMS, 6FAAANOS, CAUSESOF ACTIONS, LOSSES,
DAMAGES AND COST$, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS, EMPLOYEES,
CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES
FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS
WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: %'Lf . DATE: /
CARA L M OR EGO TRUSTEE
OCEAN MUSIC TRUST
SOILS ENGINEER'S CERTIFICATE
I, SIN Row 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 PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER RAY DIRECTION ON AND FOR
AM UPDATE ON N j A _ ONE COMPLETE COPY OF THE; SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMIT-fEED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GR LANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR IS OJECT HAV EN INCO RATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED:
RCE NO.: It 1A E• Ry$� ,.
ESP_ DATE:
G 66f r-
JOB #: lower-p ..
ENGINEERING DESIGN GROUP N%%. O
2121 MONTIEL RD., SAN MARCOS, CA 92069 OF Gf►-}
(7$0)839-7302
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION_ THE
ENGINEER FURTHER AGREES THAT THE WORK. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULE$ AND REr3JLATIQN$ REQUIRED BY THE CITY QF E;NQIWTA$, TO THE E/CTENT 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 PLANTS PREPARED BY THE ENGILEER 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 ENGIN#EERAGREES TO INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS ,AND ITS OFFICERS, AGENTS, AND EMPLOYE;ErS 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; 4AAik [DATE;
'-'A.-SIAPUILAR
SAN DIEGUITO ENGINEER( . INC-
(858)3"4�1149
RCE EXPIRES (3-30-2019
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 10 H - 4 V
MAXIMUM VERTICAL DEPTH OF CUT = 12.6'
MA XIMIUM VERTICAL DEPTH OF FILL = 1'
CUT= 500 C.Y. FILL= 25 C.Y
EXPORT = 475 C.Y.
REMEDIAL = 70 C.Y. ( 2 REMOVAL AND RECOMPACTION UNDER AND 2' OUTSIDE OF BUILDING
AREAS)
�l
NO. $11'S8
Ir or CoA
co
q
V >4
I BLIP PROJECT STATUS I
STANDARD
PUBLIC WORKS I PLANNING DIVISION I PARK$ AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 1
L i �
SIGN LATE
i
SIC DATE SIGN DATE N CAT GN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
�'"
""`' �T
`''��`'"�" �'
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
BILLM
BLM
BLM
1
AS-BUILTS
S2N
3142021
DESCRIPTION: OC 136
LOCATION: CAR DIFF, ALONG HWr Y 1010 N
BRIDGE: NO. A78.61 CROSSING_ SAN ELIJO
LAGOoN_IN NE CONCRETE WING WALL SET
02-05-2021
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
(]ATE: �'
R.C.E. NO-' 51158
A. S. AGUILA EXP.: B-3D-19
REG MMFN E1): APPRO 4
J SE WENS -
� CITY E GI i�
DATE DATE
GRADING PLAN FOR:
2361 OXFORD AVE
CARA GRECD
261-093-09
PLANNING CASE NC 16-285 EA# e
13231-G
PUBLIC WORKS
I.J�}
A. S. AGUI DATE
Steve/Nowak/ 3/4/2021
PLANNING
Nit
F-L.U5H WITH TOP SURFACE T1355 RM7
REVIEWER
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--
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CITY ENGINLER DATE
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SCALE: HORZ 1 "-10'
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RANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
1 AS-BUILTS $2N 3/4/2021 OESGRIPT1ON: OC 136
LOCATION' CAR DIFF. ALONG HWY 101 ON
$RIDGE NO. A78-B1 CROSSING SAN FLIJO
LAGOON IN NE CONCRETE WING WALL SET
FLUSH WITH TOP SURFACE 71368 RW27
ELEVATION: 16.94 DATUM NAV'D88
-6' HIGH SITE WALL
-APPWX. LOCATION OF
Ex. 8' ACP WATER
171.61
1 70.98
SEE ALLEY CROSS
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170.12
169.9
A
I SEE PLAN FOR IE
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175 -
a
CONSTRUCTION DOTES;
1 12" W X 24" H X &" T PCC HEADWALL 560-C--32501
EXISTING WALLS TO REMAIN
REMOVE WALL AND REPLACE WITH SDRSO C-4 RETAINING WALL
EXISTING WALLS/STAIRS TO BE REMOVED
SEE PRESSURE TO GRAVITY MANHOLE DETAIL, SHE£T3
EXISTING WATER METER. ADJUST TO GRADE IF REQUIRED, PROTECT
IN PLACE.
EXISTING WATER METER, DISTRICT TO UPGRA❑E/UPsIZF To DUAL
METER AT OWNERS EXPENSE.
[ 6 j FEATHER Y4" GRAVEL (VARIABLE THICKNESS) TO MAKE GRADE AT
PAVEMENTOIL TRANSITION.
9 RETAINING WALL C-1 PER SDRSD
10 INSTALL 4" DIA. PERFORATED PIPE, 1�LF. TLET T�TIE NTO 6" PIPE
THAT DRAINS TO FACE OF WALL
S1IR OE.
LOCATION OF EXISTING LATERAL UNKNOWN. CONTRACTOR TO VERIFY
LOCATION, DEPTH AND CONDITION AND IF REQUIRED, CONSTRUCT NEW
LATERAL FROM MAIN. If DEPTH 15 NOT ADEQUATE, A PUMP SYSTEM MAY BE
REQUIRED.
ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT
RECORDED �0� `�_, 2018
AS DOCUMENT NO. 2015-"llt"k5mAk-, OF O.R.
170 - -
5" FREEBOARD RIM=169.58
169.08
JTM
8" SOILEDIA
(167.2)
12" AGGREGATE
REAR BMP CROSS-SECTION DETAIL
NOT TO SCALE
LEGEND
CONCRETE ❑RNEWAY
WOOD FENCE (6' MAX)
BI O RETENTI ON/ I N FI LTRATIO N}
BASIN
6" PRIVATE PVC STORM
_
DRAIN (SIR-35)
DIRECTION OF RUNOFF
12x12 BROOKS BOX
m]j
W/PARKWAY GRATE
OC D
6" PVC STORM DRAIN
CLEANOLIT
EXGTIING CONTOURS
EXISTING SPOT ELEV
EXISTING POWER POLE
EXISTING WATER VALVE
SPOT ELEVATION
LOWER LPL
ILL
MIDDLE LEVEL
AL
UPPER LEVEL
U[_
FINISH FLOOR
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PAD ELEVATION
PE
PROPERTY LINE
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CUTOFF WALL PER
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PROPOSED AC PAVING
I I
VALLEY GUTTER
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PROPOSED PERVIOUS PAVERS
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o
DRIVEWAY PROFILE
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SCALE: 1' " = 10'
PERT 1 "= 2'
w '
LuLL
AS -BUILT APPROVALS
DESIGNED BY.
DRAWN BY ;
CHEC�c a F3Y:
ENGINEERING
DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAINING NO.
BL
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8L141
2 w r
INT.
DATE
PLANS PREPARED UNDIER SUPERVISION OF
REC MMENDED:
APPROVED'
GRADING PLAN FOR
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02-05-2021
PUBLIC WOI?XS
Nit
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DATE. 10-iS-209
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� 323,�'�7
13231
A. S. AGU! DATE
PLANNING
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----
JES dWENS
-
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3/4
R.C-E. NO.: 61158
CITrElidNGNE
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REVIEWER
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Cn ENGINELR IDATE
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3/4
AGUI a IE7CP.: 6-30-19
DATE
PLANNING CASE NG. 16-286 GOP S[}nasAar^r,,,r�., �n,..,K,r� n „n,._
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12'
AC
AGG BASE
2 2'
N
13.I, B. 2'
EXIST CENTERLIN�,
STRIPE 2a
4.2'
FS 166.49'
5%
` — 6-X16- PCC FLUSH CURB
SECTION A- A SEE PERMflUS PAVER aFTAIL
NOT TO SCALE
PAVERS AND DEEPENED VOID FILLER — 1/8" TO 3/8"
CURB ARE TO BE (NO. 8) ARREGATE IN VOIDS
"NTAINED BY OWNER
APPROVED PERVIOUS
DEEPENED C-1 CURB PAVERS W/ MIN. 3/8" VOID
BEDDING COURSE - 2" THICK OF
2% 2% 1 /8" TO 3/B' (NO. 8) AGGREGATE
CHOKER COURSE — 4" THICK OF 3/8"
TO 1 /2" (NO. 57) CRUSHED ROCK
MIN. 6" THICK OF 3/4" (NO. 2) CRUSHED ROCK
SOIL SUBGRADE
PERVIOUS PAVER DETAIL
NOT TO SCALE
NOTES:
■ ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND SILT, ETC.)
• THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
• EACH COURSE SHALL RE VIBRATORY COMPACTED BEFORE PLACEMENT OP NEXT COURSE
• NO IMPERAOU$ LINER 08 F"-LTER FABRIC IS TO BL V$LU
• SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
EX, GROUND 175.66-
SECTION C-C
NOT TO SCALE
EG/FG 171.67'
REMOVE EXISTING WALL
AND REPLACE WITH
RETAINING WALL PER
SDRSD C---4, NOT TO
EXCEED ITS ORIGINAL
WALL. HEIGHT
6"
MIN.
PRIVATE
24" (P'VC 1N LANDSCAPE AREA/IlRON WHERE
SUBJECT TO FOOT OR VEHICULAR TRAFFIC)
MANHOLE COVER LABELED "PRIVATE"
24' PVC RIPE
8' MIN CONCRETIE
EN BEM ENT
2" SCH 40
PVC FORCE MAIN
4" S DR-35
GRAVITY
LATERAL TO
INFILTRATION
BASIN
PRESSURE TO GRAVITY MANHOLE DETAIL
NOT TO SCALE
40.9V
DRIVEWAY
� I
{ I
174.3 FS
EXISTING FENCE N-OT TO EXCEED ITS -
ORIGINAL WALL HEIGHT
FX . WALL (177.5 T
_,EXISTING FENCE NOT TO EXCEED
ITS ORIGINAL WALL HEIGHT
EX. WALL (176 A TW)
--EX. GROUND (175.6 FS)
EX. GROUND (169.11 FS)
*NOTE:
THE TOP OF THE ADJACENT EX. WALL
FOOTING TO BE POTHOLED PRIOR TO
QNSITE CUTS FOR BASEMENT
EXCAVATIONS.
WALL DRAIN SYSTEM OF THE EXISTING
WALLS SHALL BE CONFIRMED To BE
IN PLACE PRIOR TO BACKFILL.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
1 AS-BUILTS _ STM 3 4 2021 DESCRIPTION- OC 136 ^
- - LOCATION: CAR rlIFF. ALONG HWY 441 ON
RkIllGF NO. A78-81 GROSGENG SA N ELIJO
LAGOON IN NE: CONCRETE WING WALL SE_T
FLUSH WITH TqP SU1 AOE T13 5 RW27
- ELEVAtiTION: 16.94 DAtiTUN1: NAVD88
A. S. AGUIU DATE
Stever Nova,kl 31412021
CITY ENGINEER DATE
3" CLEARANCE
TEST VEHICLE HAS 6' CLEARANCE
AND 10' WHEEL BASE
VEHICLE CLEARANCE AT DRIVEWAY
SCALE: H ORZ. 1 " — 1 V VERT. 1 " = 10'
DRIVEWAY PROFILE
SCALE: HORIZ. 1"=10' VERT. 1"-2'
BUILDING WALL
ULFF 175.D
\- E]4. GROUND 177.47
A
6" HIGH CMU
SITE WALL
EL PER
PLAN
2X4 PEOW000
HEADER
PROPOSED AC
SECTION B-B AT
AT PROPERTY LINE & ALLEY
NOT TO SCALE
T 5'
ALLEY CROSS SECTION
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
RETENTION AREA SHALL BE FOR WELL DRAINED SOIL.
LEVEL AND DEPRESSED A ROOKS No1212 W/PARKWAY GRATE
mINIMUM OF 16m PROM THE
fj 2" -3" HARDWOOD MULCH
GRADE �1 o"
24" MIN. ENGJNEER'ED SOIL
12"x12" *SEE NOTE BELOW
BROOKS 2" TO 3" OF 3/8'" GRAVEL
Box
12" MIN.
** SEE NOTE
BELOW 3/4" CRUSHED ROCK
IMP-ERMEABLE LINER
(T F ONT YARD BMP ONLY)
4" PERF PIPE, 12 LF
1
OUTLET 6` PVC PIPE TO STREET
*910RETENTION "ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24T DEEP "SANDY LOAM" SOIL MIX WITH NO
MORE THAN 5% CLAY CONTENT, THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD
MULCH, ANO 2C-307a TOPSOIL
SECTION ❑ — D **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM 4F 12" HUT MAY BE DEEPENED TO INCREA5E THE
NOT TO SCALE INFILTRATION AND STORAGE CAPACITY OF THE BASIN.
THE EFFECTIVE AREA OF THE BASIN SHALL 6E LEVEL AND SHALL BE SIZED $ASE0 ON ENCINITAS
STQRMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE RIORETENTION DRAIN IS 4%
OF THE IMPERVIOUS ,AREA DRAINING TO IT.
AS -BUILT APPROVALS
• � -j I INT I DATE
IRLIC WORKS NA --
PLANNING NA ----
REViEWER JQO 3/4
INSPECTOR I M-r 1 3/4
NOT TO SCALE
I~L.0 C/j'R..JS
OY/j %%GUTTER
(560— V— 3250)
IvAltato
12"x12"
BROOKS
BOX
167.1 FL
OUTLET 6" PVC
PIPE TO STREET
IMP A OUTLET DETAIL
NOT TO SCALE
z10
No. 51150 so Ln
o
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z-7
a ft"�
10 5 0 10 20 doh
BIORETENTION INFILTRATION BASIN DETAIL 90
90
NOT TO SCALE R
SCALF: t" = 10' Z cl
Lu N LL
_o sLr;� DRAWN BY. I CHECKED BY: LU
OLM BUM ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAINING NO. g
PLANS PREPARED UNDER SUPERVISION OF REG MMENDED: A#�PROVER
- ; GRACING PLAN FOR: w 4 �
OIATE: f{-�•2D1I1FOf$AVE
D
kst-°`"'� — CARA GRECG 132 1-G � w
JE E OWE NS R.G.E. NO.: 51158 � � R°
OtYENLLj
u
S, Ll EXP.: 6-30-19- 9 o
- DATE DATEPLANNING CASE NO' 1$-286 ��� ��hA1TA�f�f_f5e+T5Rfh�liQfLhlhl+..ry SMEET 3 GF � � � in,
U:\ldata\—Projects\5732.01 GRECO\CAD Files\573201 Grading PJdn.dwg 20180616
LOT 34/35
LOT 1
i&Si ■ euea tlAWQl NU I L!
BIORETENITION R.ASINS SHALL BE EXCAVATED AND USED AS IDESILTING
BASINS DURING CONSTRUCTION. T-IE SILT SHALL BE COMIPLETELY
REMOVED AND THE DIORETENT10M BASINS COMPLETED ONCE FINAL SITE
STABILIZATION 1S ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL -
EROSION CONTIROL NOTES:
SILTATION AND SEDIMENT CONTROL MEASURES NOTES:
1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY DRAINAGE AREA PRODUCING
SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINIED AND CLEANED TO DESIGN CONTOURS AFTER EVERY
RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI -PERMANENT STRUCTURES THAT WOULD REMAIN
UNTIL SOIL STABILIZING VEGETATION HAS BECOME WELL ESTABLISHED ON ALL ERODIBLE SLOPES.
2, SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE
COUNTY ENGINEER.
3. SEWER OR STORM DRAIN TRENCHES THAT ARE CHIT THROUGH BASIN DIKES OR BASIN INLFT DIKES SHALL BE
PLUGGED WITH SANDBAGS FROM TOP OF PIPE TO TOP OF DIKE.
4- ALL UTILITY TRENCHES SHALL BE BLOCKED AT THE PRESCRIBED INTERVALS WITH A DOUBLE ROW OF SANDBAGS
WITH A TOP ELEVATION, TWO SANDBAGS BELOW THE GRAQ0 SURFACE OF THE 5TREET. SANDBAGS ARE TO BE
LAPPED COURSES. THE INTERVALS PRESCRIBED BETWEEN SANDBAG BLOCKING SHALL DEPEND ON THE SLOPE
OF THE GROUND 5URFACE, HUT NOT EXCEED THE FOLLOWING:
GRADE OF THE STREET INTERVAL
LESS THAN 2% AS REQUIRED
27c TO 4% 100 FEET
Ti} 104750 FEET
OVER 10% 25 FEET
5. AFTER SEWER UTILMY TRENCHES ARE RACKFILLED AND COMPACTED, THE SURFACES OVER SUCH TRENCHES
SHALL BE MOUNDED SLIGHTLY TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. CARE SHOULD BE
EXERCISED TO PROVIDE FOR DROSS FLOW AT FREQUENT INTERVALS WHERE TRENCHES ARE NOT ON THE
CENTERLINE OF A CROWNED STREET.
6. ALL BUILDING PADS SHOULD BE SLOPED TOWARDS THE DRIVEWAYS AND VELOCITY CHECK DAMS PROVIDED AT
THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET-
7. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED BELOW:
INTERVALS BETWEEN GRADE OF CHANNEL. CHECK DAMS
LESS THAN 3% 100 FEET
3% TO G% 50 FEET
OVER' 6% 25 FEET
S. PROVIDE VELOCITY CHECH( DAMS IN ALL PAVED STREET AREAS ACCORDING TO RECOMMENDED CRITERIA
INDICATED BELOW IN GRAVEL BAG NOTE 1. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF SANDBAGS.
TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE COUNTY ENGINEER, AND SHALL EXTEND
COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE. VELOCITY CHECK DAMS
MAY ALSO SERVE AS SEDIMENT TRAPS.
9, PROVIDE A SANDBAG SILT BASIN OR TRAP 1 Y EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM
ENTERING DRAIN SYSTEM.
10- SANDBAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READ' FOR USE WHEN REQUIRED.
1 1 , ALL -EROSION CONTRROL DEVICES WITHIN THE DEVELOPMENT SHOULD BE MAINTAINED DURING AND AFTER EVERY
RUNOFF PRODUCING STORM, IF POSSIBLE, NhAINTENANCE CREWS WOULD BE REQUIRED TO HAVE ACCESS TO ,ALL
AREAS.
iANGE NO.
EROSION CONTROL DOTES (CONT ):
12. PROVIDE ROCK RIPRAP ON CURVES AND STEEP DROPS 1N ALL EROSION PRONE DRAINAGE CHANNELS
DOWNSTREAM FROM THE DEVELOPMENT. THIS PROTECTION WOULD REDUCE EROSION CAUSED BY THE
INCREASED FLOWS THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, OR FROM IMPERVIOUS SURFACES. 13.
ANY PROPOSED ALTERNATE CONTROL MEASURES MUST BE APPROVED IN ADVANCE BY ALL RESPONSIBLE
AGENCIES, I.E., COUNTY ENGINEER, DEPARTMENT OF SANITATION: ANO FLOOD CONTROL, OFFICE 4F
ENVIRONMENTAL MANAGEMENT, ETC.
GRAVEL BAG NOTE
1. GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET AND DRIVEWAYS BASED UPON THE FOLLOWING
FORMULA;
GRAVELBAGS SPACING (FEET) = 1. 5' EXAMPLE: 12.00% STREET, 1,5'/0.12= 12.5' SPACING
STREET SLOPE
2. CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO
PREVENT SITE EIRDSEON.
3. SITE HOUSEKEEPING IS TO BE MAINTAINED ON A REGULAR BASIS SUCH A5 REMOVING SILT FROM BASINS,
ADJUSTING/REPLACING SAND BAGS AND ONGOING MATERIAL CLEANUP.
4. STABILIZATION OF SLOPES I5 REQUIRED UPON COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEIED
PLANTING, PUNCHED STRAW, ETC.
5. CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE AT HIS OIL HER DESCRETION GRAVEL FAGS. STRAW BALE
D4<E CR SILT FENCE PER DETAILS ON THIS SHEET.
6. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
(DATE BENCHMARK
C2:Q:21 DESCRIPTION: QC 136
LOCATION: CAR DIFF, ALONG HWY 101 ON
BRIDGE NO. A7$-B1 CROSSING SAN ELJJQ
LAGOON IN NE_C()NCRLTL WI14C, WALL SET
FLUSH VATH TOP_SURFACE T13 SS_RVV27
- - - -- L_LA_ TIUN: 16,94 DATIJIwI: N,44+D88 -
U:\ldota\_Projects\5732.01 GRfCO\CAD FIes\573201 Grading Plon.dwg 201BD615
AS-BU I LTS
DESCRIPTION
APPROVED
AS -BUILT APPROVALS "E:.,? BLIM.l Pr LFnl.B MiV qj. StMF_%3Lm UF.
BLM BLI+A � B�ISA --
INT DATE PLANS PREPARED UNDER SUPERVISION OF
02-05-2021 PUBLIC VVO KS NA -- DATE: ;S.IG; le
A S. AGUI A DATE PLANNlING N�
R.C_E. NO.: 61158
Ste�veiNowa� 3/4/2021 _ REVIEWER JQD 3/4 G46k�_a�&
CITY ENGINEER DATE — S, GOILA, EXP.. 6-30-19
INSPECTOR WIT 3/4
PuBuc
TRAVELFD WAY
8° r` IM —
ExfSTING GROUND_ --
WAY
9TIC Y
FE7WEEN STASILIZFD CONSTRUCTION
ENTRANCE .AND PUBLIC TRAVELED WAY.
STABILIZED CONSTRUCTION ENTRANCE
CONTRACTOR rS RF'S'PONS+RE TO CNSURC SAEI=1` FLOW fS kWWA1NE0 ACROSS FLOW SAWERS.
I. SET STAKES AND EXCAVATE A
6BY5IN(15 BY15CM)
TRENCH VPSLOPE FROM AND
ALONG THE LINE OF STAKES.
tI?�
-3 6 IN (75 GAO)
2. ATTACH THE FILTER FABRIC TO THE WOOD J. BACKFiLL AND COMPACT THE
STAKES A10 EXTEND IT A MrN, OF 6° DEEP EXCAVATED SOIL.
AND 6" ACROSS THE BOTTOM OF THE TRENCH.
71,
w1),
FILTER FABRIC ST KE
SILT FENCE
3 BAGS HIGH - MAXIMJM
2 BAGS NIGH - MINIMUM
E8 TEMPORARY GRAVEL BAG CHECK DAM
TEMPORARY/CONSTRUCTION B iP LEGEND
GRAVEL BAGS PER S C-4, SC-6 �
HYDROSEEDING, PLANTING, GEOTEXTILES, MAT5 * •
dt FIBER ROLLS PER SS--2, SS-3. 5S-4, & SS--7, '
STABILIZED CONSTRUCTION ENTRANCE PER TC-1.
INLET PROTECTION PER SC-10.
MATERIAL DELIVERY AND STORAGE AREA, PER SHIM!-1 WM-I
SOLID WASTE MANAGEMENT PER M-5 WM �
HAZARDOUS WASTE MANAGEMENT PER WM-6
SANITARY WASTE MANAGMENT WM-9 WM-�
CONCRETE WASTE MANAGEMENT PER WIJ-8 W6{-
SILT FENCE PER SC-1 OR GRAVEL BAGS
STOCKPILE MWAGEMENT SMM-3
GRAVEL BAGS OVERLAP
ONTO CURB �
W 00WEEN SAGS
ACTS AS SPILLWAY
COARSE AGGREGATE
FILL SLOPE
THREE IAYEP_'� OF GRAVEL k498
WfTH ENDS OVERLAPPED
GRAVEL BAGS
6 IN (15 cm)
71N�5M)
24 IN (61 Clod)
(6)
I_=05TANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATiON
A L $
D GRAVEL CHECK DAM
EARTHEN RIDGE
UNLINED S ALE & BERM
VARi4B[E
314' X 314' WOOD STAKES, 1111K
4' SPACENG, 12" LAIN BELOW
FIBER ROLL, PER C'A SQ4 SE-5
FIBER ROLL
B" 01A. FIBER
ROLLS, F)JBFD IN
SOIL 2' TO 4" PER
GASQA SE-5
4 �
NO. 61158 Lo
GF CALti�� z
mr
¢r
L6
FIBER ROLLS 10 5 0 10 20 d a �
momi
zm
SCALE: 1" = 10' rr H
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
Z�
MMIENDEC}:
APPROVE
GRADING PLAN FOR
�381 OXFORD AVE
�-ez)..�
CARA GRECO
132�'I-�
JESS 0 NS
_ -
GITr ENGI ER
26-1-093-09
0 u
r
DATE
DATES #_AD�
PLANNING CASE NO 16.286
SHEET 4 OF T
TEMPORARY SHORING GENERAL DOTES
GENERAL
1. 'TVHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS USED SHALL BE THE
SAME AS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER,
2. THE DESIGN IS BASED ON THE 2016 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING & SHORING
MANUAL, JANUARW 201 i, PAGES 10.1 TO 10-42 CALTRANS SHORING DESIGN GUIDE IS USEED AS A RESOURCE REFE9ENCE.
DRILL EQUIPMENT. CRANES. STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF "H" FEET (WHERE "H` EQUALS THE HEIGHT
OF THE RETAINED EARTH) FROM TH€ BACK OF LAOG ING.
3, TEMPORARY SHORING ARE CONSTRUCTED,AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE PROPOSED
BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY UNDERSTOOD THAT THE
BUILDING FOL)N❑ATION AMD STRUCTURAL SYSTEM, WHEN IN PLACE, ARI= DESIGNED TO SUPPORT RETAINED EARTH AND
SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING LOADS PRESCRIBED BY THE BUILDING CODE.
4. CONTRACTOR SHALL COMPLY WITH ALL CAL -OSHA REQUIREMENTS
SOILS CRITERIA
61EPOfRT BY:
REPORT NUMBER:
REPORT DATE:
DESIGN PARAMETER$
ACTIVE PRESSURE
PASSIVE PRESSURE:
ENGINEERING IDESION ORDUP
SAN MARCOS, CA
1&6693-1
SEPTEMBE R 'I a. 2016
40 PCF
350 PSFIFT
STRUCTURAL STEEL
1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A992
2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH RISC "SPECIFICATION FOR THE DESIGN. FAGRICATICN AND ERECTION
OF STRUCTURAL STEEL FOR BUILDINGS,"
CONCRETE
1. CONCRETE WORK SHALL CONFORM TO THE -REQUIREMENTS FOR REINFORCED GONCRETE" (ACT 318) AND THE
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATFS7 APPROVED EDITIONS WITH
MODIFICATIONS AS NOTED IN THESE DRAM N OS AND SPECIFICATIONS
2 CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTORR IS REQUIRED FOR ALL CONCRETE WO Rif OF fc 3000 PSI 0R
GREATER (NOT REQUIRED FOR LEAN CONCRETE).
3. CONCRETE STRENGTH& THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS. THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP SH•OM IS THE
MAXIMUM (1NCHES)-
17EM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP
A CAISSON 2,500 PSI 318r 6.
TIMBER.
1, ALL LUMBER SHALL BE ROUGH -SAWN DOUGLAS FIRILARCH NORTH) OR HGM-FIil PRESSURE TREATED. NO.1 OR BETTER
CONSTRUCTION PROCEDURES
1. SOLDIER BEAM CONSTRUCTION.
1-1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE DRAUVINGS.
1.2 PLACE THE SOLDIER SEAM APPROXIMATELY IN THE CENTER OF THE HOLE.
1 3 PLACE A MINIMUM OF 2.500 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TOTHE BOTTOM OF THE PROPOSED
EXCAVATION.
1.3A"STIR N STUFF" METHODS MAY BE USED IN PLACE OF THE 2500 PSI CONCRETE TOE. RAW SACKS OF CEMENT MIN. 3 SACK
MIX) SHALL BE BLENDED WITH SOIL AND WATER WITHIN THE HOLE TO CRATE A CONCRETE SLURRRY IN THE TOE SECTION.
1.4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM QF THE PROPOSED EXCAVATION TO EXISTING GRADE-
2 LAGGING PLACEMENT.
2.1 INSTALL LAGGING AND SACKFILL IN F MAXIMUM INCREMENTS.
2-2 PRIOR TO EX AVA71NC THE NEJ(T INCR EMEN1T bF GU7- THE LAGGING MUS7 BE GOMPLETELY INSTALLE❑ INSURINO
HEARING BETWEEN THE CUT S 0 1 L & 4V001) LAGGING, BY COMPACTING SAND, GRAVEL. COMPACTED soIL, SLURRY OR
'GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS.
2.3 CAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM IF GAPS EXCEED i" MAXIMUM, PACK GAPS WITH NON -SHRINK
GROUT
3. ExCAVAr€DN IVION170RING:
3.1 SHORRNO CONTRACTOR SHALL PROVIDF VISUAL DAILY MONITORING, DURING SHORING 1N$TALLATION
3.2 OWN E RiGEN E RA L CONTRACTOR SHALL PROVIDE INSTRUMEh✓ f`AL MONITOIRING OR SHALL ASSUME ALL LIABILITY FOR
SHORING PERFORMANCE.
3.2A THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO EXCAVATION AND THAT THE TOPS OF THE
SOLDIER BEAMS SHOULD BE 8UR'VEYED ON A WEEKLY BASIS UNTIL TH€ PERMMANENT RETAINING WALL (PER
OTHERS) IS BACKFILLED TO THE DESKN GRADE. THE SLJRVEYEO SOLDIER BEAM DATA POINTS SHOULD BE
LOCATED AT APPROXIMATELY 60 FEET ON -CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT
EXCEEDS 112".
3.2113 PRIOR TO 0 RILLING ACTIVITY. THE GENERAL C+ONTRACTORIOWN ER SHALL COMPLETE LOGS OF EXI STING
IMPROVEMENTS THAT OCCUR WITHIN 50' OF THE SHORING SYSTEM AND A LICENSED SURVEYOR SHALL DOCUMENT
ALL EXISTING CRACKS
3.2C SURVEY MONUMENTS SHALL BE ESTABLIGHEQ ON ADJACENT IMPROVEMENTS THAT EXIST WITHIN A HORIZONTAL
DISTANCE (MEASURED FROM THE FACE OF LAGGING) EQUAL TO THAT OF THE RE77A1NED EARTH HEIGHT. THESE.
MONUMENTS 8HALL BE MQNiTORED FOR ROTH VERTICAL AND HORIZONTAL MOVEMENT. SHORING ENGINEER
SHALL BE NOTIFIED IF MOVFiw1ENT EXCELDING 112" OGCURS-
SPECIAL INSPECTION REPORT PREPARED BY
DATED ON FILE WITH ENGINEERING DIVISION
SHEET INDEX
SH1.0 - 7 MPORARY SHORING GENERAL NOTES AND DETAILS AND SCHEDULE
SH2.0 - TEMPORARY SHORING OVERALL PLAN VIEW
SH2.1 . TEMPORARY SHORING PLAN VIEW AND ELEVATION
SOfL
RETAINED EXCAVATION _
SOIL BACKFILL 3 12 TIMBER LAGGING PER
BEHIND LAGGING ELEVATION. TYP U N.O.
I •; 1
111
i
TOP OF WALL
(T.O.W,) PER PLAN
oc
uu
i' q SOLDIER BEAM = w
1 PER SCHEDULE o
it w
x
C-) a
LEAN CONCRETE II I
(ABOVE B-O.W.) j
TYPICAL LAGGING DETAIL
SCALE. NTS
TIM DER LAGGING
PER ELEVATION -
w
n_
SOLDIER BEAM
PER SCHEDULE
0
ER
LAGGING BOARD
NOTE ADJACENT LAGGING NOT SHOWN FOR CLARITY
SLOPE LAGGING DETAIL R BOTTOM
SCALE: NTS
HANDRAIL BY
OTHERS, TYP.
(TO BE INSTALLED IN
COMPLIANCE WITH
OSHA STANDARDS)
LAGGING PER PLAN
& ELEVATION
I
I �I
l l'
fI
LEANT CONCRETE
PER NOTES II+
(ABOVE B. O W) f' EMBEDMENT ELEVATION
t PER SCHF DULE
STRUCTURAL
CONCRETE PER
NOTES
BOTTOM OF
;XCAVATION
SOLDIER BEAM
PER SCHEDULE
TYPICAL CANTILEVER SECTION
SCALE: NTS
Beam Callaut
8eam Sine
Caisson Dia.
(ft.)
Cut height
(ft.)
Embedment
Length (ft.)
Total Length
(ft.)
Embedment
Elevation
1
W16X26
2.5
6.5
15.0
21.5
168.5
2-6
W2lx57
2
12.5
20.5
j 33..0
162.5
7
W15X26
2.5
6.5
15.0
21.5
16$.5
SOLDIER BEAM SCHEDULE
SCALE.NTS
STRUCTURAL REVIEW PERFORMED BY ESGIL, A SAFEBUILT COMPANY
DATED MAY 8, 2017 AS PLAN CHECK NO. 17-0767
101:3R1417161:411V
PARKS AND RECREATION
H1 ■0
BMP PROJECT STATUS
STANDARD
SAN DIEOUITO WATER DISTRICT�NCINITAS FIRE DEPARTMENT
OR OLIVENHAIN MUNICIPAL -
WATER DISTRICT
SIGN DATE SIGN DATE SIGN DATE SIGN DATE S€Chi OATS
CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY' DRAM ��: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
1 AS-BUILTS SIN 3/4/2021 DESCRIPTION: OC I Ih T. DATE_ PLANS PREPARED UNDER SUPERVISION DE YEM
MMENDED: APPROVED: GRASING PLAN FOR:
LOCATION: CARDIFF, ALONG HWY 10`r ON 02-05-2021 PUIBLIC WORK& NA ---- DATE' uwi8 � 2361 OXFORD AVE
BRIDGE NO. A76-B1 CROSSING SAN FLIJO . S AGUI DATE _-"'�" CARA GRECO 13231-G
PLANNING NA ---- OVVENG _
LAC+OdN IItiJ h!E CON WA.LLSET :� R.C.E. NO.: 54363 /f N NisR 261-093-09
- -- FLUSH WITH TOP SURFACE T135S RVV27 St-PJye NO- aka 3/4/2021 REVIEWER JQO 3/4
ELEVATION: 16.94 QAT4JiN: NAVD88 CITY ENGINEER DATE INSPECTOR NA-T 3/4 HAlu11f3 LIAOH�D t=}(P.: 134f18 DATE DAT PLANNING CASE NO r(O-216 C-Aa SHEET 5 OF 7
2
ICHANGL NO.
1:1 TEMPORARY CONSTRUCTION
SLOPE (BY OTHERS)�O O O OO
LLI
n
z
w
LL'
O
0
u#
BENCHMARK
C) V O
SOLDIER BEAM PER SCHEDULE
CONCRETE CAISSON PER SCHEDULE -- _-_
PROPOSED STRUCTURE (BY OTHERS)
PROPERTY LINE
1
SH2.O
SHORING PLAIN - OVERALL
SCALE. V4" - T-B"
i PUBLIC WORKS
Si taN DATE
PLANNING DIVISION
SIGN DATE
UNDER-GROUMD SERVICE
ALL' TOLL_ FREE
1 -840
422-4133
TWO WORKING DAYS BEFORE YOU DIG
IlA:1t3:1011111im
T.O.W. TCR OF WALL
8-0-vv. BOTTOM OF WAIL
B.O,E- BOTTOM OF EXCAVATION
EMB, EMBEDMENT
H HEIGHT
U.N.0 UNLESS NOTED OTHERWISE
SYMBOL
# SOLDIER BEAM NUMBER
Fy� SOLDIER BEAM
4 TIMBER LAGGING
NOTES REGARDING UTiL fTf,ES ,AND E)GSTiNG fMPRQ VEMENTS_
1. PRIOR TO THE START OF CONSTRUCTION, THE
CONTRACTOR SHALL P07HOLE AN LQQATE ALL t-MLITIES
SHOWN ON THE PLAN AND REVIEW THE 3HOf LNG PLAINS
FOR CONFLICTS. ALL UTILITIES MAY NOT BE SHOWN OR
IDENTIFIED ON THESE PLANS.
2. ALL UTILITIES CROSSING THE LINE OF THE SHOR€NG WALL
SHALL BE CAPPED BEHIND THE SHORING WALL PRIOR TO
START OF CONSTRUCTION.
3. BERGERA13AM HAS BEEN REVIEWED THE PROJECT
U0CUMENTS AND UNDERSTANDS THAT NO EXISTING
IMPROVEMENTS INFLUENCE THE SHORING SYSTEM WITH
THE EXCEPTION OF THE ONES EXPLICITLY CALLED OUT ON
THESE SHORING DRAWINGS. AS SUCH NO SURCHARGE
LOAOING HAS BEEN ACCOUNTED FOR IN THIS DESIGN
UNLESS EXPLICITLY STATED. GENERAL CONTRACTOR TO
INFORM BERGERABAM PRIOR TO INSTALLATION IF
DISCREPANCIES EXIST.
NOTES REGARDING ELEVATIONS:
1. ELEVATIONS P RO'VIDFq ON THESE. PLANS FOR TOP OF
SHORiNG ARE APPROXIMATE BASED ON LIMITED
TOPOGRAPHIC INFORMATi0N PROVIDED TO 3EfiGERABAM.
IF DISCREPANCIES EXIST, NOTIFY BERGEFiABAM PRl0R TO
THE START OF CONSTRUCTION.
2. PROPOSED FINISHED FLOORS HAVE BEEN CGORDINATED
WITH THE ARCHITECTURAL PLANS PROVIDED TO
I3ERGERABAM AT THE TIME OF THIS DESIGN. STRUCTURAL
PLANS WERE REVIEWED TO OBTAIN THE ASSUMED
BOTTOM OF EXCAVATION. IF FINAL DOTTOM OF
EXCAVATION EXCEEDS THE BOTTOM OF MALL ELEVATIONS
SHOWN ON THESE PLAINS, NOTIFY BERG ERASAM PRIOR TO
THE START OF CONSTRUCTION.
!V0 TES REGARDWG OSHA AND SAFETY.'
1. SHORING GONTRACTOR SMALL IF URNISH A CURRENT OSHA
PERMIT. THE PFIRMIT NUMBER 15 AU
FOLLOWS-
2 TEN PGRARY HANDRAILS IN COMPLIANCE WITH OSHA
STANDARDS 8HALL BE PROVIDED AROUN D THE PERIMETER
OF THE SHORING SYSTEM AT THE TDP OF ALL SHORING
BEAMS, BY OTHERS,
SCOPE OF WORK TO BE PERFORMED::
1 THE SCOPE OF WORTS TO BE PERFORMED CONSISTS OF
THE FOLLOWING ITEMS:
1.1. INSTALLATION OP TEMPORARY STEEL SOLDIER BEAMS
1-2- INSTALLATION OF TEMPORAiRY TIMBER LAGGING
STANDARD
PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
OR DLIVENHAIN MUNICIPAL
WATER DISTRICT
SIGN DATE
ENGINEERING DIVISION APPROVALS
JE46E OWENS
CITY EN N R
f
BATE C7A
SIGN
DATE I SIGN
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DATE