2014-12010 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED LIMITED GEOTECHNICAL INVESTIGATION FOR NEW RESIDENCE
® APN 260- 404 -11 PREPARED BY ENGINEERING DESIGN GROUP
DATED 06/02/14 , PROJECT# 145340 -1 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 12010 -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 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
DF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE
DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY
PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED," IT MUST
`BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT
MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
a"t
APPROVED I DATE
M_ nn I IL/30,
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB MUELLER
AT (858) 792 -9841 , 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.
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 - ESD - 811
B. GAS & ELECTRIC - SDGE - 811
C. WATER - S.D.W.D. 811
D. TELEPHONE - SBC BELL - 811
E. CABLE TV - COX COMMUNICATIONS - 811
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.
SOILS ENGINEER'S CERTIFICATE
I, ERIN R15T 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 MY DIRECTION ON 3UN6 2, 2014 AND FOR AN UPDATE ON Nip
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE 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
SPECIFICATIO 2�nVESSIpNq Q
SIGNED: ��p�g\N E. Rjq, C, G F3 essla
�aOU S,
RICE NO.:
5 11
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EXP. DATE: 1-2015 tdo. GE 2704 m
t`> 2 Exp:17. -JI -eS
JOB #: 145340 -1
rrgTOTECtIN�
COMPANY: ENGINEERING DESIGN GROUP �OFF,H11 %�
ADDRESS: 2121 MONTIEL ROAD, SAN MARCOS, CA 92069
OWNER & PERMITTEE:
LAND HOLDING, LLC
731 SOUTH HIGHWAY 101, SUITE 28
SOLANA BEACH, CA 92075
SITE LOCATION:
APN: 260- 404 -10 & 11
2151 OXFORD AVE.
CARDIFF BY THE SEA, CA 92007
LEGAL DESCRIPTION:
LOT 35 & 36 IN BLOCK 57 OF CARDIFF, IN THE COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO.
1334, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAID SAN DIEGO COUNTY ON MAY 12, 1911.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
ROBERT _ _ PRESIDENT
EARTHWORK
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.15 H: 1.0 V
MAXIMUM VERTICAL DEPTH OF CUT = 14.0
MAXIMUM VERTICAL DEPTH OF FILL = 1,0
CUT = 730 C.Y. FILL = 30 C.Y.
EXPORT = 700 C.Y.
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
STANDARD DRAWINGS:
STANDARD SPECIFICATIONS
1. "GREENBOOK STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
(2012 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
EDITION).
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
DESCRIPTION STD DWG SYMBOL
EXIST. PARCEL MAP BOUNDARY .............................. - -
PROP. LOT LINE ................. ............................... .
EXIST. FENCE LINE ............... ...............................
EXIST. CONTOURS. . . ...... ..... . . --160.
PROP. BUILDING STEM WALL ... ..............................
PROP. RETAINING WALL .. ... . . . . .
PROP. AC PAVEMENT ............. ............................... D o
PROP. CONTOURS. 16O-----
PROP. SPOT ELEVATIONS ... . ............................... 146.7
PROP. 6" SQ. AREA DRAIN W/ 3" PVC SYSTEM ..........
PROP. 3'x5' RIP - RAP .............. PER D -40.'
EXIST. RETAINING WALL.., . . . . . . . ................. 1�
PROP. 6"x16" FLUSH CURB.: ........ ......... ......... .
PROP. 6" CURB .................. ...............................
REMEDIAL = 300 C.Y. ( 150 REMOVAL AND RECOMPACTION UNDER AND 150 PROP. ARCH. SITE WALL / FENCE . .............................
OUTSIDE OF BUILDING AREAS)
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 4.043 SQFT
INCREASE IN IMPERVIOUS AREA: 4.043 SQFT
IMPERVIOUS AREA REPLACED: 0 SQFT
VICINITY MAP
T.B. PG. 1167 -D3
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P�'ta sSASN.f� RE ISiB✓ cQY .lN4UR�/A/�i'•%s1NE.vei✓s�lcr ll�iN RECCa�v. yE 2.70 y
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY TH EN 'O
v
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
CITY OF ENCINITAS AN ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARISI SOLELY ROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS/ R GENTS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPLO, T AND, OUT OF THE WORK PERFORMED BY THE ENGINEER..
SIGNATURE: L DATE:
COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC.
ADDRESS: 310 S. TWIN OAKS VALLEY RD. #107 -297
PHONE NUMBER: 760 - 510 -3152
RCE EXPIRES: 12/31/2015
SCALE I SPECIAL DI
HORIZONTAL: N/A
LOCATION: EAST SIDE OF MAKINNON BRIDGE OVER
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N/A
RECORD FROM: CITY OF ENCINITAS SUR. CNTRL.NETWORK 41047 ,.
ELEVATION: 231.69' DATUM: NAVD88
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SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
/PLANS PREPARED UNDER SUPERVISION OF /
/ DATE: �D�1
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SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION
BE CONSTRUCTED ACCORDING TO THE STANDARD WHEN PARALLELING WATER SERVICES.
SPECIFICATIONS OF THE CURRENT WATER AGENCIES'
STANDARDS COMMITTEE (WASC). 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET
REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT GAS AND ELECTRIC VAULTS.
DOES NOT CONSTITUTE REPRESENTATION AS TO THE
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF
OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER
PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
PROJECT. SERVING.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS
DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR REQUIRING THAT NO -LEAD BRASS BE USED IN THE
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL CONSTRUCTION OR REPAIR OF ALL POTABLE WATER
EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH
FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THIS LAW, THE DISTRICT SHALL . REQUIRE ALL MATERIALS
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS TO BE NO -LEAD BRASS PARTS.
UNDER WATER MAINS UNLESS GIVEN WRITTEN
PERMISSION BY SAN DIEGUITO WATER DISTRICT. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW
OFFS, AND SERVICES SHALL BE PROVIDED WITH
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR
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15 p� Q _ - - --
AP ROX. LOCATION OF OVERFLOW BERM
(E) 12" ACP WATER ALONG WEST EDGE OF
PER SDWD WO -82 -106 BASIN, LINED W /N0. 2
BACKING RIP -RAP. ,
RETENTION ARE
SHALL BE LEVEL A
DEPRESSED FROM T
SURROUNDING GRA
12" MIN.
** SEE NOTE
BELOW
■CHAN_GE NO.
r
DESCRI
APPROX. LOCATION OF E v 75�21� ROF PPROX, LOCATION 153
(E) 6' ACP WATER PER .I ° 1 lj��Iq- j�. -_) I 12" SDR PIPE DWD WO 59 -26. �f 151
EXISTING HOUSE v 1 0
DEEP ROOTED, DENSE, DROUGHT A.P.N. 260- 404 -12 °.
' 4 v° z v PROP. BLDG. � 149
TOLERANT PLANTING SUITABLE ° o I 148 - RETAINING WALL O
FOR WELL DRAINED SOIL m - -
rr FF -146.7 147 z
1 146
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a a a
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MULCH HEADWALL & NO. 2
�� BACKING & RIP -RAP. 4 >
SCALE: HORIZ. & VERT. 1 " =5'
_ _ _ _ _ _ WORK TO BE DONE: o
EA /\ -I I I-I I I-I I I-I I I-I I I -I I I-I I I -I I I-I I I -I I IE-1 I I - III III- 24" MIN. Q
ND / /�iQa' -I I I -I 1511 I -I I -I I I-I I -I I I -I I I -I I I -I I I -I I I -I I ENGINEERED SOIL
HE \ \ //\ '- III - III - III -) I I =I I= III = III =III -I = III -III- -III °* *SEE NOTE BELOW 1O INSTALL P.C.C. DRIVEWAY / HARDSCAPE PER SOIL ENGINEERS RECOMMENDATIONS. 10 CONSTRUCT SITE MASONRY RETAINING WALLS TYPE "C -5',
DE \i� \ /I_ - I - -I (- I - -I. „ 2O FUTURE BUILDING RETAINING WALL TO BE CONSTRUCTED WITH BUILDING PERMIT, MAX RETAINING HEIGHT = 4 -FEET. O 0
�\ „`
7a a�2"-3" OF NOT -A -PART OF THIS PLAN. 11 CONSTRUCT 6 CURB ALONG PROPERTY LINE TO ACT AS A DRAINAGE BUFFER z O_
�\ 3/8" GRAVEL O rJd
<a 41 vva aa�aa /\ BETWEEN THE TWO PROPERTIES. w
/ O CONSTRUCT SITE MASONRY RETAINING WALLS, PER "C -3 ". AVERAGE HEIGHT IS LESS w
ap N THAN 3 -FEET, WHICH SHOULD NOT REQUIRE A PERMIT OR DETAIL. Z O
(x 3/4" CRUSHED 12 ARCHITECTURAL SITE WALL /FENCE NOT TO RETAIN ANYTHING, SEE ARCHITECTURAL �D p
ROCK 30 15 0 5 10 4O INSTALL TRENCH DRAIN IN FRONT OF GARAGE WITH TRAFFIC GRATE. PLANS FOR DETAILS, NOT -A -PART OF THIS PLAN. z
W J
BIORETENTION BASIN DETAIL NO LINER 5O CONNECT EXISTING 12 -INCH PVC /ABS DRAIN PIPE FROM GRATED INLET IN ALLEY AND 13 OVERFLOW CONSTRUCT TO OPENINGS FLOW INTO STREET. OTTOM OF WALL AT GRADE TO ALLOW ANY DRAINAGE Q
SCALE IN FEET EXTEND AS SHOWN ON PLAN. ADD CLEANOUTS PER PLAN. (PRIVATE)
NOT TO SCALE SCALE: 1" = 5' (n W
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18" DEEP 6O INSTALL 6 -INCH (MIN.) AREA DRAINS WITH 4 -INCH (MIN.) PVC /ABS DRAIN LINES AT 14 INSTALL AREA DRAIN AND DRAIN PIPE PER WORK -TO -BE -DONE #6. CONNECT LIGHT Q\
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX 1.0% MIN. SLOPE. WELL DRAINAGE TO DRAINAGE SYSTEM OUTLETTING INTO BASINS AT FRONT OF O \
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND oQROFESSioNgl PROPERTIES. U N
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ��� �� E• F 7O INSTALL 3' x 5' x 1' THICK NO. 2 BACKING RIP RAP IN PLANTER AREA AS SHOWN. O LCD
ALSO FREE OF NOXIOUS WEEDS. c X92 2 8 INSTALL BIORETENTION BASINS PER DETAIL THIS SHEET WITH NO OVERFLOW OR 15 DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND DUAL METER U j
W 39,26 m ENGINEERING & SURVEYING O PER W.A.S. WS -09, WC -17 AT OWNERS EXPENSE. Z
* *3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE w UNDERDRAIN. SOIL ENGINEER TO APPROVE DESIGN TO INSURE ADEQUATE INFILTRATION Q O
SINGLE SOURCE DEVELOPMENT CONSULTANT
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. E J E RATES. Qf �
1p - vI� P 310 S. TWIN OAKS VALLEY RD., #107 -297 16 INSTALL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED ' �rFOF cA� -Fo�� SAN MAPh / CA. 92078 gO WIDEN OXFORD AVENUE ALONG FRONTAGE TO ENSURE 12' (MIN.) OF DRIVEABLE " (PRIVATE) O 13 En1J7� �a( �5 �� w O
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION (760) 510 -3152 Ph / (760) 510 -3153 Fax I
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. TOR BOUNDARY MLINE NW/ BACK TOFI CURB IADJACENT xTO BOUNDARY LINE. IURB, PARALLEL 4Z�� INS( W-MA t, 14tk Z� co
APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVA DESIGN D DRAWN BY: CHECKKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DWG. NO.
I ZI 30414 DESCRIPTION: 3.5" CALIFORNIA DEPARTMENT OF L NS PREPA UNDER SUPERVISION OF OZ
�F'' •� RECOMMENDED: AP VE GRADING &DRAINAGE PLAN FOR:
TRANSPORTATION ALUMINUM DISC / Lv
HORIZONTAL: 1 " =5' DATE: 4 0 W W
LOCATION: EAST SIDE OF MAKINNON BRIDGE OVER /V� • /-- 2151 OXFORD AVE., CARDIFF, CA. 1201 O -G Z z
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: 1 " =5' R.C.E. N0. 39726 MASIH MAHER GLENN PRUIM CASE NO. 05 -230 DR /CDP z o
RECORD FROM: CITY OF ENCINITAS SUR. CNTRLAETWORK #1047 ENGINEER (� ��� (�„ �O /Z��y r W W
ELEVATION: 231.89' DATUM: NAVD88 DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE /- DATA APN s: 260- 404 -10 & 11 ISHEET 2 OF 4
R: \Projects \7346 - RMCI Oxford \7346- GPO2.dwg 10/2/2014 2: 47 PM
■ CH
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
• A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH
AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE.
EROSION CONTROL
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON —SITE CONSTRUCTION MATERIAL STORAGE
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON— RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
• POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
• PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
• FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP f 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.
1. SET POSTS AND EXCAVATE A 2. XTAPLE WIRE FENCI TO
4 BY 4 IN (10 BY 10 CM) OSTS.
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
I - --
`tl llr A`..M IYIIi �ll::pl Pl _
i�
—_ —I I
4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO
INTO THE TRENCH. 4• BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FIL'
I
III -II
SILT FENCE
NOT TO SCA
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE
44 IZ130114 DESCRIPTION: 3.5" CALIFORNIA DEPARTMENT OF
TRANSPORTATION ALUMINUM DISC
HORIZONTAL: 1"=10'
`IS LOCATION: EAST SIDE OF MAKINNON BRIDGE OVER
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N/A
RECORD FROM: CITY OF ENCINITAS SUR, CNTRL.NETWORK 41047
ELEVATION: 231.69' DATUM: NAVD88
IAL DISTRICT APPROVA
PS E �"
C9
ti
C 39726
OF CA1,
EXISTING
GROUND
1
SILT FENCE
(TYP. )
F_
20'MIN.
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PROnLE
�1 -1/2"
CRUSHED
ROCK
RIGHT —OF —WAY
PUBLIC
RIGHT —OF —WAY
EL& -PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT —OF —WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
EL KAWIV d.: l:Fitl:DEL dr: ENGINEERING DEPARTMENT APPROVALS
EL LBMW DEL
L S PREPARE UNDER SUPERVISION OF RECOMMENDED: APPROVED:
DATE: 6 AA. ,/o
R.C.E. NO. 39726 MASIH MAHER GLENN P/RUI
tom //y
DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE DATE
LEGEND
PROPERTY BOUNDARY
SILT FENCE
CONSTRUCTION ENTRANCE
GRAVEL BAGS
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
GRAVEL BAG CHECK DAM
NOT TO SCALE
CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT
GRADING & DRAINAGE PLAN FOR:
2151 OXFORD AVE., CARDIFF, CA.
CASE NO. 05 -230 DR /CDP
APN's: 260 - 404 -10 & 11
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DATE: 6 AA. ,/o
R.C.E. NO. 39726 MASIH MAHER GLENN P/RUI
tom //y
DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE DATE
LEGEND
PROPERTY BOUNDARY
SILT FENCE
CONSTRUCTION ENTRANCE
GRAVEL BAGS
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
GRAVEL BAG CHECK DAM
NOT TO SCALE
CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT
GRADING & DRAINAGE PLAN FOR:
2151 OXFORD AVE., CARDIFF, CA.
CASE NO. 05 -230 DR /CDP
APN's: 260 - 404 -10 & 11
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HIS SHORING PLAN HAS BEEN PREPARED IN ACCORDANCE WITH TITLE 8, CHAP. 4, SECT. 1541.1(C)(4) OF
STATE OF CALIFORNIA SAFETY ORDERS (SAFETY ORDERS).
2. ALL ALS USED IN THIS DESIGN SHALL CONFORM TO TITLE 8, CHAP. 4, SECT. 1541.1(D).
3. THIS SHORT AN WILL BE IMPLEMENTED BY THE CONTRACTORS COMPETENT PERSON AS DEFINED BY
TITLE 8, CHAP. CT. 1504(A) OF THE SAFETY ORDERS, AND INSTALLED PER SECT. 1541.1(E).
4. APPLICABLE REACHE APPROXIMATE. IF A SOIL CONDITION IS ENCOUNTERED WHICH DIFFERS FROM THAT
DESCRIBED HEREON OR SOILS REPORT, THEN THE ENGINEER OF RECORD SHALL BE NOTIFIED AND
THE PLANS REVISED.
5. CALCULATIONS NOT SHOWN HERE E ON FILE AT THE ACCEPTING AGENCY AND / OR THE OFFICE OF
THE CONTRACTOR.
6. NO ONE SHALL BE EXPOSED WHERE SHORT OT INSTALLED, REMOVED, OR IS INEFFECTIVE.
7. SOILS SURFACES SHALL NOT BE SLOPED STEEPER —1/2 H TO 1 V. IF RUNNING SAND IS
ENCOUNTERED, SOIL SURFACES SHALL NOT BE SLOPED R THAN 2H : 1V. SLOPE LAYOUT SHOWN ON
PLANS MAY BE MODIFIED AS LONG AS THE MAXIMUM SLOP T EXCEEDED.
8. STEEL PILE STRENGTH (GRADE) SHALL BE GRADE A992 ( 50 KSI�). NCE BETWEEN PILES MAY BE
DECREASED. PILE SECTION (WEIGHT PER FOOT) MAY BE INCREASED. PI L H SHALL NOT BE DECREASED.
9. THE CONTRACTORS COMPETENT PERSON HAS REVIEWED THIS SHORING PLAN A` ND IT COMPATIBLE
WITH THE PROPOSED CONSTRUCTION METHODS. CONTRACTOR TO VERIFY ALL DIMEN PRIOR TO
STARTING. CONTRACTOR TO LOCATE ALL UTILITIES AND PROTECT.
10. DUE TO ,LOSE PROXIMITY OF EXISTING IMPROVEMENTS, EXTREME CARE MUST BE EXCERCISED` ECT
ADJACENT STRUCTURES AND IMPROVEMENTS AT ALL TIMES. BACKFILL PILE HOLES IMMEDIATELY
MATERIAL APPROVED BY THE GOVERNING CITY.
11. SHORING TO REMAIN IN PLACE. BACKFILL SHORING ONLY AFTER APPROVAL IS OBTAINED FROM THE
STRUCTURAL ENGINEER OF RECORD.
12. TIMBER LAGGING SHALL BE TREATED (EARTH — CONTACT GRADE). BACKFILL ALL VOIDS BEHIND LAGGING
IMMEDIATELY AFTER INSTALLATION. LEVEL BACKFILL IS REQUIRED BEHIND THE LAGGING. INSTALL LAGGING AS
THE EXCAVATION PROGRESSES.
13, DO NOT ALLOW SURFACE WATER / RAIN RUNOFF TO ERODE SOIL NEAR / BEHIND SHORING, OR NEAR
EXISTING RETAINING WALLS OR IMPROVEMENTS.
14. THIS PLAN IS VALID ONLY IF INSTALLED BY THE CONTRACTOR LISTED HEREON FOR THE PROJECT LISTED.
15. THE CALCULATIONS SUBMITTED WITH THIS DRAWING, AND THE TERMS AND CONDITIONS THEREIN. ARE
HEREBY PART OF THIS DRAWING. BY MAKING USE OF THIS DRAWING, OWNER & CONTRACTOR ACKNOWLEDGE
THAT THEY HAVE REVIEWED & ACCEPTED SAID TERMS & CONDITIONS.
16. STATEMENT OF LIMITATION OF LIABILITY: EVEN WITH PROPERLY INSTALLED SHORING SYSTEMS, EXISTING
PROPERTY LINE IMPROVEMENTS MAY MOVE, SETTLE, OR CRACK DUE TO CLOSE PROXIMITY AND NATURE OF
THE WORK. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR SAID DAMAGE TO EXISTING
IMPROVEMENTS. BY MAKING USE OF THIS DOCUMENT, OWNER AND CONTRACTOR AGREE TO HOLD ENGINEER
OF RECORD HARMLESS IF SUCH DAMAGE OCCURS. OWNER AGREES TO SETTLE ANY AND ALL CLAIMS BY
ADJACENT PROPERTY OWNERS FOR SAID DAMAGE.
17. BY MAKING USE OF THIS DRAWING, CONTRACTOR AND OWNER AGREE TO DEFEND, INDEMNIFY AND HOLD
HARMLESS ENGINEER FROM ALL COSTS OF LITIGATION THAT MAY ARISE OUT OF ALLEGED DAMAGES OR
INJURIES ASSOCIATED WITH THE EXECUTION OF THE WORK DEFINED BY THIS DRAWING, INCLUDING
ATTORNEYS FEES AND JUDGMENTS, UNLESS IT IS PROVEN IN A COURT OF LAW THAT SAID INJURIES OR
DAMAGES RESULTED DIRECTLY FROM NEGLIGENT ERRORS OR OMISSIONS IN THE DRAWINGS PREPARED BY
THE ENGINEER.
18. ALL SHORING TO REMAIN IN PLACE (EXCEPT WALES /STRUTS). EXTRACTION OF LAGGING OR PILES IS NOT
PERMITTED. STEEL PLATE LAGGING IS NOT PERMITTED.
19. THE SHORING INSTALLATION IS TEMPORARY IN NATURE, AND IS VALID ONLY FOR 60 DAYS AFTER
INSTALLATION.
20. THE SHORING INSTALLATION IS NOT VALID UNLESS A CERTIFICATION LETTER IS PROVIDED BY THE E ER
OF RECORD UPON COMPLETION.
ADDITIONAL NOTES:
1. SHORING CONSTRUCTION, INCLUDING REMOVAL, SHALL BE COZ INSPECT Y THE LICENSED
ENGINEER OR CERTIFIED LICENSED DEPUTY INSPECTOR AND Y THE NSFD ENGINEER (IN
ACCORDANCE WITH THE 2013 CBC). AT THE COMPLETION OF ON CTION, THE LICENSED
ENGINEER RESPONSIBLE FOR THE DESIGN SHALL SUBMIT THE I LETTER TO THE BUILDING OFFICIAL FOR APPROVAL.
2. A COMPACTION REPORT OF THE BACKFILL MATERIAL BEHIND NG AND /OR RETAINING WALLS SHALL
BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL, U R RECOMMENDATIONS HAVE BEEN
SUBMITTED BY THE ENGINEER TO THE BUILDING OFFICIAL F L.
3. THE EXCAVATION SHALL BE PROTECTED BY A FENCE GUARDRAIL NOT LESS THAN 42 INCHES IN HEIGHT
COMPLYING WITH CBC REQUIREMENTS. THE FENCE GUARDRAIL SHALL BE CONSTRUCTED TO PROTECT
THE PEDESTRIANS OF THE ADJACENT PROPERTIE EFER TO DETAILS.
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