2013-394 G (Plans)GRADING NOTES
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NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER.'
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
REQUEST FOR INSPECTION. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
THE SOILS REPORT TITLED "GEOTECHNICAL EVALUATION UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
FUR PROPOSED SINGLE - FAMILY RESIDENCE 282 NEPTUNE VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
AVENUE ENCINITAS, CALIFORNIA" PREPARED BY GEOTEK, OF COMMENCEMENT OF WORK:
INC PREPARED JUNE 16, 2005 AND ADDENDUM DATED
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 STOAMWATER 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 PROVIDE FOR VEHICLES
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
MARCH B, 2006, MARCH 24, 2006, AND DECEMBER 15, 20051-
A. SEWERS - CSD 633 -2770
NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
HAS BEEN PERFORM;-,=I) IN SUBSTANTIAL CONFORMANCE WITH THE
PANELS /PLATES.
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN
B. GAS 6 ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE
SAID REPORTS.
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
CONSTRUCTION VEHICLES
* kNp uPDgTBD cetio(�uµiJ�CI�L9 -V10" VAM07 SUCh&pz_clll
C. WATER - SDWD (800) 422 -4133 - DIG ALERT
APPROVAL Or THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
E. CABLE TV - COX (BOO) 422 -4133 - DIG ALERT
L"IT TABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
CONJUNCTION WITH IMPROVEMENT PLANS.
1RADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
EROSION CONTROL
FESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 4B
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
EROSION CONTROL MUST BE PAOVIOL% FOR, ALL EROSIVE SURFACES. SLOPED
GRADING.
PHONE: (760) 633 -2770.
SURFACES ESPECIALLY SHALL BE PAOTELi7 AGAINST EROSION BY INSTALLING
nnfT
Cu,.,RACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
EROSION RESISTANT SURFACES SUCH AS EROSION - InNTROL °MATS, ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATHIA.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
NO EXCAVATION AND GRADItvu ACTIVITIES ARE ALLOWED DUPING WET WEATHER.
REPAIRED TO rONDITION EXISTING PRIOR TO GRADING.
REJECTION AND REMOVAL.
0,' FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
SOILS ENGINEER'S CERTIFICATE
THE
CONSTRUCTION SITE. CONTRACTOR T SHALL PROTECT NCHANNELS AGAINST EROSION
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER
I, J0111 9• aiZA,CE A REGISTERED CIVIL ENGINEER IN THE STATE OF
OR A LICEN , D LAND SURVEYOR.
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
REMOVE E-YISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
DIRECTION BETWEEN THE DATES io S AND �° ONE COMPLETE
UNNECESSAPTLY,' THEY HELP DECREASE EROSION.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
COPY OF THE SOILS REPORT COMPILED THI�DY, WITH MY
PLACE, SFd3EAD, WATER AND COMPACT THE FILL IN STRICT
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
TEMPORARY :GETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
REGUtA FIONS,
ENGINEER, FURTHERMORE, I
IS NOT IMMEDIATELY PLANNED FOP EROSION CONTROL PURPOSES. EROSION SHALL
UNDERGROUND.
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
BE PREVENTEL. BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112)
AECOMMFNDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
SHIELD AND BIND THE SOIL.
MILE OF A STRUCTURE FOP HUMAN OCCUPANCY SHALL NOT BE
BEEN INCOAPO ED THE GRADING PLANS AND SPECIFICATIONS.
STRUCTURES FOP A MINIMUM OF 5 FEET AT 2 PERCENT AND BE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M.d
s
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
SIGNED: ,'" to "`
GRADING ACTIVITIES ARE COMPLETE.
NO GRADING OPERATIONS :SHALL COMMENCE UNTIL A PAEGRADING
sy s�
RCE
WATER USAGE FOP DUST CONTROL SHALL BE MINIMIZED.
MEETING HAS SEEN HELD ONSITE WITH THE FOLLOWING PEOPLE
,00::
' < =t
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
r�,
EXP. DATE: ,�-si- °B `� 3��9 �� ��a'
ON -SITE CONSTRUCTION MATERIAL STORAGE
GRADING CONTRACTOR AND PERMITTEE. THE PAEGAADE MEETING
S �y9VE ��/ /EwEV sN6
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
GEOTEK, INC. /��� N `' "F
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
ADVANCE BY CALLING (760) 633 -2770.
pto ✓EOr wvt r A.�ooU�T
1384 POINSETTIA AVENUE r" p
Fi�o /NyS.
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
VISTA, CALIFORNIA 92081 °ovoat �i�J.7Xff
itCBoin/HKNOW7�
STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
aa.✓ctusia✓s .o.tio
FOR ALL FUEL STORED ON- SITE..
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
PROJECT NO.: 2816SD3 � "awfED
DEVELOPER SHALT, SUBMIT TO AND RECEIVE APPROVAL FROM HE
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
CITY ENGINEER � "OA THE PROPOSED HAUL ROUTE. THE DEVELOPER
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
SHALL CONDITIONS AND REQUIREMENTS
SAN DIEGUITO WATER DISTRICT
BE AWAY
FLOWS AND STORMDRAINSINLETS. STOCKPILES SHALLABE COVERED OR PRO ECTEDER
OPERATION.
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OA FINAL
OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND
-
RELEASE OF SECURITY, AND AS GRADED CERTIFICATION SHALL BE
UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
^ ROVIDED STATING: "THE GRADING UNDER PERMIT NO. 394 -G
(FS= 100.0)
HAS BEEN PERFORM;-,=I) IN SUBSTANTIAL CONFORMANCE WITH THE
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E.,
APPROVED GAA)ING PLAN OR AS SHOWN ON THE ATTACHED
LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SUCH GRADING OPERATION.
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
BY SAN DIEGUITO WATER DISTRICT.
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OA
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR
L"IT TABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
1RADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF
FESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS
AND 71NAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN
THEIR INTENDED USE.
PARALLELING WATER SERVICES.
THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
VAULTS.
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
TT_ AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
0,' FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN
DRAINAGE AND EROSION CONTRf?I. MEASURE',.' HAVE BEEN
FRONT OF THE PARCEL THEY ARE SERVING.
INSTALLED.
ALL SHAIL BE AND
NOTES:
NOTES:
STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO
NAFURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND
4 DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE
d2ERCENT. ti SHALL. BE THE CONTRACTOR'S RESPONSIBILITY TO
OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY
PLACE, SFd3EAD, WATER AND COMPACT THE FILL IN STRICT
LINE IS.
ACCORDANCE WITH SPECIFICATIONS.
2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED
CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
UNDERGROUND.
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
.ECTIONS. TH,`' SLOPES OR EXCAVATIONS AND EMBANKMENTS
3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER
SHALL BE SHAPi`. *D, PLANTED AND TRIMMED AS DIRECTED BY THE
ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM
ENGINEER OF WCsrK AND LEFT IN A NEAT AND ORDERLY
STRUCTURES FOP A MINIMUM OF 5 FEET AT 2 PERCENT AND BE
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
CONVEYED TO AN APPROVED DRAINAGE FACILITY.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARF
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX,
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED
ACCORDANCE WITH THE GRADING ORDINANCE.
WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST
THE SITE BY TFro'i� CONTRACTOR SO AS TO LEAVE THE AREAS THAT
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER R!jALITY
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
WASHOUT AREAS, COVERED STORAGE AREAS FOR
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS
OVER A PERVIOUS SURFACE.
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL
BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND
CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF
DRAIN, DRIVEWAY, AND STREET.
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK
T- + R3/HP 1 CITY OF ENCINITAS CONTROL POINT AA 1115.1.A NO.1025 "ENC" AT THE
14 INTERSECTION2OF LA MESA AVE.
' 5 AND SOUTH EL PAOTAL. PEA
R.O.S. 16416
ELEV. 60.60 NAVDBB
ENVIRONMENTAL NOTES:
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 25%
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 11.7 FT AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 2.4 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 4.8'
OF CUT AREA OF CUT (S. F.)
B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) = 1.8'
OF FILL AREA OF FILL (S. F.)
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
AND STABILITY OF THE-SITE.
JOHN ZAGARA r DATE
2401 SAN ELIJO AVE
CARDIFF, CA 92007
(760) 632 -6431
VALERIE ZAGARA DATE
2401 SAN ELIJO AVE
CARDIFF, CA 92007
(760) 632 -8431
Z
U 3
Q
A
LOT 8 OF BLOCK B OF SEASIDE GARDENS, IN THE CITY
OF ENCINITAS, COUTNY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1800,
FILED IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY UN AUGUST 6, 1924
A.P.N.: 256 - 352 -08
SITE ADDRESS
2o2 NEPTUNE AVE
ENCINITAS, CA 92024
OWNER/PERMIT_►'EE
TRAINING
- ONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF \
ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. gnCl Vp VC A 7
WASTE MANAGEMENT
NTS
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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
STORM RUNOFF. DUMPSTERS 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 PAIN CONTACT WITH ANY TRASH STATEMENT OF ENGINEER OF WORK
MATERIAL.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS FOR THE PLANS PREPARED.BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
AND TO ORDER DUMPSTERS CALL EDCO AT (750) 436 -4151. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF AESPONSIBLIITY FOR THE PLANS
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OR DES.TGN OF- IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
RECYCLING RECEPTACLES AROUND THE SITE. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND WITHIN THE CnflRSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THE .WORK PERFORMED BY THE ENGINEER.
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, /���
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL BY.' „� L/ �1
THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. WILLIAM J STIN BUTTER DATE
LANDSCAPDVG
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
REVIEWED BY'
ID TE. 4111,E
RCE No. 68964
rk6W LW-7 evvrf5a -y RSsL,.
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PE 1305G
SAN DMGUITO WAIM DISTRICT
�O- O i
DATE:
IGNATURE EXPIRES 2 YEARS AFTER DATE
No. 68964
Exp. 12/31/07
a za2N�PTUIE
JOHN AND VALERIE ZAGARA
ESTIMATED EARTHWORK QUANTITIES
790 CUBIC YARDS EXCAVATION (CUT)
80 CUBIC YARDS EMBANKMENT (FILL)
710 CUBIC YARDS EXPORT
ESTIMATE DOES NAT INCLUDE STRIPPINGS, UTILITY
TRENCH VOLUMES OR ANY OVEAEXCAVATION, IF
REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR
PERMIT PURPOSES ONLY. (CALCULATFD ON A
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
DUE TO SHRINKAGE OR SWELL FACTORS) .
REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
DETERMINED. REFER 70 SOILS REPORT FOR REMOVAL
AND RECOMPACTION DEPTHS.
1 �l �1•�1!!J
PROPERTY BOUNDARY
PROPOSED SETBACKS - - - - -
PROPOSED CONTOURS 255
EXISTING CONTOURS
EXISTING EASEMENT - - - - -
PROPOSED BUILDING FOOTPRINT
EXISTING SDG &E BOX
EXISTING EDGE OF PAVEMENT --
CENTERLINE -
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING 4" SEWER LATERAL
EXISTING I" WATER SERVICE
LIMITS OF WORK /GRADING
DRAINAGE DIRECTION
PROPOSED DRIVEWAY WIDENING
PEA SDRSD G -14B
PROPOSED CONCRETE CURB PER SDRSD G -2
PROPOSED AETAIINING WALL PER
SDRSD C -1 UNLESS OTHERWISE
SPECIFIED ON PLAN
W W
HATCHED AREA REPRESENTS LANDSCAPED
AREA FOR BEST MANAGEMENT PRACTICE NOT
TO BE MODIF ED WITHOUT P R IT FROM THE
CITY. 'To 'b ��o �a P IY � lw#4
PROPOSED PCC CONCRETE - THICKNESS 4'1
5.5" IN DRIVEWAY
GRAVEL BAGS PER -✓=TAIL A oo00000o0o0
SILT FENCE PEA DETAIL B -X -X-
DRAINAGE PIE - - -- -- -
CONSTRUCTION ENTRANCEa an�
12" TRENCH DRAIN
EXISTING
SPOT
ELEVATIONS
(FS= 100.0)
PROPOSED
SPOT
ELEVATIONS
FS =100.0
I�I�C�JI��M1��. 1 1: • : � :�L
SCALE PLANNING & BUILDING �eJTGL ❑ BY DRAWN CHECKED
BY APPROVALS
PLANS PREP RFD UNDER THE SUPERVISION OF RECOMMENDED S u APPR D
REV WED BY' If
HORIZONAL N/A o� ii DATE: C'� 4 BY: BY:
�// 20 �D7 R.C.E. NO. 68964
VERTICAL N/A DD TA E• ' �bI1�1I�3 WILLIAM USTIN SUITEA DATE: �21T 1 � DATE: 12-11110 ;Z EXP. 12 -31 -07
GRADING PLAN FOR:
200.21. NEPTUNE AVENUE
PLANNINP-. CASE NU. 05 -161 DR /CDP A.P.N. #256 - 352 -OB
it
n
N
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IRAVONG NO. z m
W , =m
U r) <
zz
394 -G a m Ry
SHEET 1 OF 6
256- 261 -10
BEACH
TITXT/002 DT A XT
NOTE
ALL THE WORK PROPOSED ON THIS PLAN TS ENTIRELY WITHIN THE
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT
PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED
WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT
MUST BE OBTAINED AND SUBMITTED TO THE
PROPERTY OWNER
CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE
ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
�� �� PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO
�'1 1 e ������ ���tta� uw '�E4�1�4 10 � THE CITY IS GROUNDS FORA STOP -WORK TO BE ISSUED FOR
7A
GAP ( TJr��il �.L J;�� � t� °Q `hli� fLfi R,N1a Lam' THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
�-+ to 1�.1� ®1yl '�.� LMra9 if.Gll!° 50' ROW
NO WORK SHALL BEGIN UNTIL A .SHOEING PLAN HAS BEEN
SUBMITTED TO AND APPROVED BY THE CITY OF ENCINITAS,
®�
C SOIL CrTrN,� S°
fAlVr- ie,klsO� 25' 25,
C ,
C +^� i
K1t,14kS„ C0�1'( of Lt4�iSlew 4w$ t4&t4ff A6F, INC, TW =78.5 I - EXISTING r6" AC WATER MAIN
(i L2\_� = .
�E>►Aw�t F,ck�r�� BW=76.2 Bw �o z
TG =72.9 I .,: EXISTING B „ SEWER MAIN
CONTRACTOR TO VERIFY LOCATION
TW =82.0 IE =69.7 I I
_ TW =76.0
_256-352 -07__� .r....�^ BW -78.7
J .a -73:2 I , ;
i� °• �y TW =76. u = EXISTING CONCRETE DRIVEWAY APRON
- ��, EXISTING SEPARATED SIDEWALK
Li►tf4"5 0+.' ® BW -71.0 I
I \ - '9
HATCHED AREA REPRESENTS TL`Q SH'f -5 (?t) \ _ 81 TIE =59-8 I ' £X>�>g1aK Pa S EXISTINNG WATER METER
LANDSCAPED BMP AREA NOT } ( TW =82.8
APPROXIMATE LOCATION 1 BE MODIFIED WITHOUT TW =82.8 BW =71.5 ?gig i3'3 �� EXISTING POWER POLE
OF BLUFF LINE PER I PEERMISSION FA �HE I ( BW =71.5 _ "•: _
'[a 6�E ?�1Iq'[El- *1't ® TG =81.9 TG -73.4 XISTING MASONRY >M r REMOVE AND REPLACE EXISTING CURB
GEOTECHNICAL REPORT EXISTING FENCE TG =82.1 IE =71� BLOCK PET. WALL ryo
1��'� _ AND GUTTER PER SDRSD TYPE -G ? (TYP)
DATED 11/17/2005 TO BE REMOVED IE =B1°0 IE =71.9 r� TD EMAIN ��"�'F "" ° E -69.58
-n7 a, S71 0'00" !39.82 -
10' BLUFF SETBACK .� - _
„�'" �, - D REPLACE EXISTING GRAPHIC SCALE 1" 10'
REFER TO SITE PLAN K WF
I
e
FOP DETAILS OF IMPROVEMENTS 5 "�C-� `
PADPOS
~fS =84.4 FS =B3.3 .' .;
WITHIN 40' BLUFF SETBACK `� TF. =78.7 5 =70.0 ® ; ,�, PAVE (TYP) /� tcAtYIENV 1�
�. .... SE PROPOSED GRASS g 20 30
t.lISTING HAADSCAPE TO BE PROPO D L GHTWELL 4 i#3:: ; Q ,o AREA AT DRIVEWAY.�B3 S[I.FT
D AND REPLACED WITH o , (S B...0) TG =82. Z ®S: FS 73.5 l'41 , �i +oil BW =71.0 z x P
REMOVE BARS ::i: 2.zl :. = <.," '°'f OSED BUILDING • .m _ - _ 00 WIDE
IE =80.3 f `F5�7`0
NEW 4 CONCRETE WITH #3 8 c< „E, FS- I PROP TW 78.5 _ PRON PE D G 14 ,
MESH, AND NO - < S- PROPOSED TAENCH� RETAINING WALL BELOW,, a a .Q DRIVEWAY
*�
PROPOSED CONCRETE
@ 18 O.C.NO WIRE v BW =71.0 cv� 1 2::t7a.# r coi A R SDAS
FOOTING. ti �, DRAIN
; 1.3 a 1 •.:1 3 �
r! TG =B2.3 EXISTING RESIDENCE 7 2� 7W =73.0
APPROXIMATE LOCATION OF -�tp . --------- _ ANY Pt�iWY(�, PMCK� IMfgovMNk►�T�
IE =79.B ; _ TO BE REMOVED BW =71 °6 . 0 d _
EXISTING WALL ON BLUFF m, ` _ _ = T® Ile' T�+
ew 70
FACE TO BE REMOVED gVTPR=72.0 FS =71.
i <°� TW 73.0 +dvr 6$ t- tA�aaYk(� =17
d` F1R.4T1�I.00Rs I P�71.5 _ 0
PROPOSED FIRE PIT PER = TW 77:2 -
" " PADO PROPOSED BUILDING BW =71.6 b °�, �.: 5 %s EXISTING GAS METER
ARCHITECTURAL PLANS , ;(FS E ` �)< e +� FOOTRPINT TW =77.0 '� - B 9.7 TO BE RELOCATED
., GRADE -T0 SCOPE AWAY FS -82.3 SF A FS -69.8 EXISTING SEWER LATERAL 'TO REMAIN
EXISTING' FIREPIT (< ": -
OVE!i +' y6 Ita .. FROM BUI 4{C�T.YP I = -
To BE HEM BW 77.0
S- 1 5 =8 5j -, - TG =82. d +, �"1°iPr� " TW 82.3 FS -77.0 ,a CONTRACTOR TO VERIFY LOCATION
=�<., = 7 2 EXISTING WATER METER TO REMAIN fa
_i S -82`3 �- Bw 7
EXISTING GLASS WIND I _ 6 17 g� - -
TO BE REMOVED. - -
WAL L - �yJi��
., ... ., ° ° , -. , _ - � PROPOSED AB � $+ fs°� ►��T�'l'yj � �WC L'R�
11 _
_.._, ,.<,.: ... <... -,« - _.: IE =68.78 DU `� � � �� S
NG WALL ALONG
�. )I . _ _ _ _ _, _ 9D Ku I
PET r ,,< _, a. >., <,,; >;, ., , ;_ ` > -� .. ,> ._ � -;; � =--► ,.. : 1` ..MATCH - T 0
EXISTING RE �_ ; , �,. � <. °,
BLUFF TO BE REMOVED
S,TORAGEEFS =82.5 _ - _ - REMOVE NANDLREPLACE EXISTINGt\CURB
NO PLANTING OR ,, -,
IMPROVEMENTS 70 OCCUR TW-76.8 C Z`' IAND GUTTER PER SDRSD TYPF�G -2 (TYP) 24°
571.10'0 W i41. _
1t0' to
WITHI
N 5 OF BLUFF FACE - - REMOVE AND REPL ACE EXISTING°
WW g hhi. d�,_ RCC
TG =82: `0 _ BTW 7380
S WIND : . _... _.. - _. .. -._c. PAVE PEP S ASDAG -7w (TYP)
TOP VIEW
PROPuSLD PLEXIGLAS IE 79.3
SCREEN PER ARCHITECTURAL BW =70.7 TAI D GUTTER
TG =81.8
TW =76.5
PLANS TG =82.0 TG I. [C �� � 1 � EXISTING CURB AN ER
I XISTING WALL IE =79.4 IE =79.2 E= 9�, BW =76.5 CNSt,1
LX16 a.NG RETAINING WALL TO REMAIN TG =82.5" G =B2.3 TW =74.0 TW =75.0
a.r�:i��► GwJZt' c�tS I,.
TO REMAIN PROPOSFO FENCE PER
IE =79.B ARCHITECTURAL PLANS ��•IE= 18 +� B = BTW =73.0
24„
PROPOSED PLANTER PER �� PROPOSED .SCREEN FENCE -
�� AAPCHITEC AL PLAN PER ARCHITECTURAL PLANS 56 -352- _ cam - -D BWW773 ®0 I. �/ EXISTING CONCRETE DRIVEWAY APRON
1�10��1g IItir1 ENG•tNEEtEn so1J LRYE� SNRL- EXISTING` PETAINGING HATCHED AREA REPRESENTS �' POW
19EM1N1MU►1 tk" rCEr" - <*NC)vlogrt° Sorr M+�c wl WALL TO' EMAIN ��°'� ��� -� =6 ROW
No µoRE r*AN 3% auFY CC)4Trwr, ruEH1 X ew *u. I - Dtbuo*l - TONE q s•T LANDSCAPED BMP AREA NOT e-?-f�-'4 1
aNi��� Sa -Ga% s4'ND,Za- 3ooGvAUOST De �4LhNiS (T4P1 BE MODIFIED WITHOUT 2
TaPSa14,F� eor " \ I I PERMISSION FROM jHE.0 TY• �� L 77
"eVWaOD MVLx,4,A -aD w -30Y. I G FllNltlury 1 ��/ `fib S��p�Wl'c�Li t'l1MrRMt1 p%t
�To14 E5, - 4rvtAFS, 2ooT-S, c -411"l1LAie OFJCaiS, A-Np Amu p/A/ W =71.0 j E
AJL5c F¢�tE OF N o'X I O u S w cev, 4• T `4
�v� r GTE tip) Y.
�k 3/4" C ¢.u514 ED Vwoy. E LAY E2 S 4A-LL fi k' h Al N bF
lz "BtT uY AE Dt'EQEnEP To 1gC[E451' THE
1N €iL7KaT1oN AN17 5,rc)c c< ApLtTYoFiwl VC`fA1L ;' • -
P;r Nt ¢� ' t �C A1S�tov �f ATTEVIO
AM 61+PcLL Qt 1?0 F'A �
'TYrit -w-y � 4FTIPE
#Zbo , % re �TV1O s
Mp,WkNt, � wi er o aesS 1wr J
VrrZrSS.ET7 AT LEAST I" ea6w n�I�rtceNY flNls *'� �l t'•i�l� 10 A% ®ELI L.
SuRfkGg .
PILE® r4 OT To e
PROPOSED BUIl.DD�'IPALL
IE.
PER GRADING PLANS i t
PROPOSED FENCE PERK f2,
AROiITECTU4AL PLANS HARDSCAPE
EXISTING
GR01&1D
REVISIONS
I
SECTION A -A
NOT TO SCALE
- Zq" �Nl�rNEEZe� soon.
7.tt eP 3181, 6"OVEL
u" OF 3/y ` &KAY aL EXISTING RETAINING
SEA N�r� T� WALL TO RENAIN
/SEPARATION BETWEEN pEEp AA�ITECTLR4L FLANS
"-rAQF OF WALL AND PL =3" SOLID LINE REPRESENTS
PROPOSED GRADE
DASFfD LINE REPRESENTS
EXISTING GRADE
5E07I0N D -O
a NOT TO SCALE
rre
Lkf f YuNP
PROPOSED AFEA
IMF PER PLAN 1J
FF = 6
PROPOSED -
BUILDiNG
GARAGE FACE _
EXISTING
GROUND
PROPOSED 5.5
.d PCC DRIVEWAY_
5EG7ION 5 -5
NOT TO SCALE.
APPROVED I DATE REFERENCES DATE B04CHMARK
IA 44 CITY OF ENCINITAS CONTROL POINT
NO.1025 "ENC25" AT THE
l INTERSECTION OF LA MESA AVE._
AND SOUTH EL PROTAL. PER
.( R.O.S. 18416
ELEV. 60.60 NAVDBB
/1d'AY E+1� fN 77yrdG BW =71.0 I EXISTING GARAG
D/CpEK
EX� 6 dCGN� c7zs FLOW SCHEMATIC
p T!N Im c(JRJrENle� STORM BOO
SKIMMER
PROPOSED GRASSCRETE SWALE
TO MEET BMP STANDARDS
5.5" PCC OVEn
COMPACTED NATURAL GRADE
I7RlYEWAY SEGTIO
NOT TO SCALE
L
, StT.xn RUC ^' z%
0"AlmH EXiSTlAS&
PROPOSED TYPE 6-148
DRIVEWAY PER
EXISTING NEPTUNE
AVENUE
17.83'
PROPOSED TYPE C -1
FIETAINING WALL PER SDRSD
5EG710N C -C
NOT TO SCALE
i.
No. 68964
Exp. 12/31/07
�
FLOW SPECIFICATIO
PI IN
ENCE
TOR
1
:R PROTECTED
SCREEN
4 SCREEN
SCREEN
t
TE/ �4
4 ••r•
4,
42 9/16 `
.4
.4
END VIEW
CONCRETE STRUCTURE
ivv I L..
SlslNt�r�iz �oX__P -�i� �10o� -�f4N
�RYIGSING.
olz40�
GlUTEMERT.FOR-BW
NOT TO SCALE
xs 'z• t °'�
SCALE ����T�± p. $Tm�7'wTr± DESIGNED BY DRAWN BY CHECKED BY AMRO` AU � OF ril \<.1Li11AS G Dr.rARllYlri� 1
GALE ti1�11 UNG & SJ • y INN TGL TGL B WJS
GRADING PLAN FOR:
PANS PRE ARED UNDER THE SUPERVIS ON OF RECOMMENDED APPRO 11� oh
REVI WED BY.' DATE:- J d-p BY: BY' 202 IVE 1 V.L �L AVENUE
HOAIZONAL 1 " =10' R
R.!', F, NO. 68964 DATE: 12/7107 DATE: 12112.
VERTICAL N/A D T- I��E: I WILLIA JUSTIN SUITER EXP. 12 -31 -07 PLANNING CASE N0: 05 -161 DR/CDP A.P.N. #256 - 352 -08
M : \13059°Pro10/11 /2007
b�
PIPE OUT
394 -G
SHEET 2 OF 6
an
WN
N`
_U
N Q
N ti=
m 3m
N
=Z
,0<
emm
PEACENf
TOTAL
FLOW
SQUARE
L1ESOaIPTI(MJ OF
BASED ON
RcIf_:�
TOTAL
SIC
FILTER OPENING
SCREEN
PER LNIT
TRUC
FEET PER
➢.EM,iIONS
PROTECTED
100%
9
162.3
J
5 CFS
BY -PASS
SCREEN
314'xx 1 -3/4"
6'211`
143.5
69.0.
4.3 CFS
STAMESS STEEL
,,
FLATTENED EXPANDED
NmltaNf SCREEN
%
1439
80.4
4.3 CFS
0
STAESS r
M
FINE
66%
156.1
106.1
69 CFS
14X5
STA STEEL
f ThDAT FLOW RATE
TREATED FLOW RATE
TOTAL: 4.4 CFS
TOTAL: 21.6
f, FLOW HATES BASE ON U90BSTR -CTEI OPEJIMGS
PI IN
ENCE
TOR
1
:R PROTECTED
SCREEN
4 SCREEN
SCREEN
t
TE/ �4
4 ••r•
4,
42 9/16 `
.4
.4
END VIEW
CONCRETE STRUCTURE
ivv I L..
SlslNt�r�iz �oX__P -�i� �10o� -�f4N
�RYIGSING.
olz40�
GlUTEMERT.FOR-BW
NOT TO SCALE
xs 'z• t °'�
SCALE ����T�± p. $Tm�7'wTr± DESIGNED BY DRAWN BY CHECKED BY AMRO` AU � OF ril \<.1Li11AS G Dr.rARllYlri� 1
GALE ti1�11 UNG & SJ • y INN TGL TGL B WJS
GRADING PLAN FOR:
PANS PRE ARED UNDER THE SUPERVIS ON OF RECOMMENDED APPRO 11� oh
REVI WED BY.' DATE:- J d-p BY: BY' 202 IVE 1 V.L �L AVENUE
HOAIZONAL 1 " =10' R
R.!', F, NO. 68964 DATE: 12/7107 DATE: 12112.
VERTICAL N/A D T- I��E: I WILLIA JUSTIN SUITER EXP. 12 -31 -07 PLANNING CASE N0: 05 -161 DR/CDP A.P.N. #256 - 352 -08
M : \13059°Pro10/11 /2007
b�
PIPE OUT
394 -G
SHEET 2 OF 6
an
WN
N`
_U
N Q
N ti=
m 3m
N
=Z
,0<
emm
REVISIONS
,ROSIoN CONTROLPLAN
IMA
MAIN *A
�C
I�
I
PROPOSED SILT
FENCE PER DETAIL
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
1:=/Al
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
A: vRA Y L 5 /460
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC
THE WIRE FENCE AND EXTEN
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
�4 IN (10 CM)
TO 4. BACKFILL AND COMPACT THE
7 IT EXCAVATED SOIL.
J
FILTER FABRIC O�(
WIRE
1 A�
11. 11. 15:5/L.7 I WWI 1 `GIF
NOT TO SCALE
APPROVED DATE REFERENCES DATE BENCIDJARK SCALE
CITY OF ENCINITAS CONTROL POINT
N0. 1025 "ENC25 °' AT THE HOAIZONAL 1 " =10'
INTERSECTION OF LA MESA AVE.
AND SOUTH EL PROTAL. PER
R.O.S. 18416 VERTICAL N/A
ELEV. 60.60 NAVDBB
PROPOSED SILT
FENCE PEA DETAIL
PROPOSED CONSTRUCTION
ENTRANCE PER DETAIL
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
COARSE R — A
AGGREGATE \
FILTER
FABRIC °
4 ORIGINAL ° ® ° ° °
GRADE ® 4 ° ° ° ° ° ° WIDTH AS REQUIRED
TO ACCOMODATE
❑ ° ° ° ANTICIPATED TRAFFIC
¢ ° ° °
1.1' MIN., UNLESS OTHERWISE ° a ° °
SPECIFIED BY A SOILS ENGINEER
A
SECTION A —A 19' RADIUS
MIN. 20' MIN
;��T�1L G - GON�T%UGTION �NT��4NG�_
NOT TO SCALE
AsS BJI LT
7
I -►a�l3
li%%4 4 Arzouura0
jZf-C 716 K 1
k�XD 12';11�
r ANNMG & BUM DING DESIGNED BY
trCll�li�ii�lJ 6J aJ.iiJ \J TGL
PLANS PARED
REVI WED BY:
// Zo o WILLIA JUSTIN
DATE:
DRAWN BY CHECKED BY APPROVALS
TGL WJS
UNDER THE SUPERVISION OF RECOMMENDED APPR D
DATE: BY: � BY:
R.C. F: NO. 68964 DATE: I Z/ 1 101 DATE: It / 2 �b
SUITER EXP. ?? -31 -07
GRAPHIC SCALE
0 10 20 0
ND. 68964
Exp. 12/31/07
NOTES:
`%
01 1
`
1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILT- BE THE
RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUu," ANY
POST — CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTIUry 7MP
THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOP A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION
OF ALL CONSTRUCTION OPERATIONS,
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON
SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF
DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO
LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER
OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD
CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE
POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER,
AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE
REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE
LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO
REDUCE THE POTENTIAL FOR STORM WATER TO COME IN
CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS
FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES,
WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE
ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT
EE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED
MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN
AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE
IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS
SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY
INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING
IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER
HEADS WILL SE REPLACED AS NEEDED, AND IN THE EVENT
THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR
BREAKS REPAIRS WILL BE ARRANGED FOR AND THE
IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY
OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN
OFFLINE, IF POSSIBLE UNTIL THE PROBLEM IS CORRECTED.
FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL
RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO
CRASS AND I'A "MOSCAPE AREAS PRIOR TO COLLECTION AND
DISCHARGE ONTO THE STREET AND /OA INTO THE PUBLIC
STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS
DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
CITY OF ENCINUAS ENGN G DEPARTMENT DRAWFXTG NO.
EROSION CONTROL PLAN FOR:
82 NEF['UNE AVENUE 394 -G
2
� am
n
y •O
U am
u
c
N
m
Ll
3 N .a
ZQ
1 m 'N
PLANNING CASE N0: 05 -161 DRICOP A.P.N. #256- 352 —OB SHEET 3 OF 6
M: \13059.prol0I1112007 PE 13056
SPECIAL NSPECTION
SPECIAL INSPECTION BY INSPECTORS SATISFACTORY TO THE BUILDING OFFICIAL 15
REQUIRED FOR THE FOLLOWING TYPES OF WORK IN CONFORMANCE WiTH THE 2001 CBC_
THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE`
REQUIRED BY SEC, 108 OF THE BUILDING CODE, AS AMENDED. SPECIAL
INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR
Attachment A Summary of
Special Inspection
1
Concrete
13.1 Verify soil conditions are substantially in conformance with
2
Bolts installed in concrete
the sod investigation report
3
Concrete moment - resisting space frame
13.2 Verifyq that foundation excavations extend to proper depth
4
5.1
Reinforcing steel and prestressing steel
All structural welding
and bearing strata
13.3 Provide soil compaction test) results, depth of fill, relative
5.2
Weld testing ductile moment - resisting steel frame
density, bearing values
5.3
Welding reinforcing steel
13.4 Provide soil expansion test results, expansion index,
6
High - strength bolting
SOIL ENGINEER TO VERIFY CONDITIONS AND DEPTH OF FOUNDATION AND PROVIDE
REPORT
recommendations for foundations, on -grade floor slab
7
Structural masonry
design for each building site
8
Reinforced gypsum concrete
14 Smoke controls stem
9
Insulating concrete fill
15 Special cases (describe)
10
11
Spray- applied fire
Deep foundations
roofing
piling, drilled piers & caissons)
16 Off -site fabrication of building components
17 Other structural inspections as required by designer
12
Shotcrete
No.
Description of Type of inspection Required, Location, Remarks, etc.
Design
Strength
4,11
SOLDIER PILE CAISSONS (CONC. & BEAMS)
Vc= 3000PSI
fy = 50 KSI
4,8
SHOTCRETE FACING
f'c= 4000PSI
fy = 60 KSI
13.1
SOIL ENGINEER TO VERIFY CONDITIONS AND DEPTH OF FOUNDATION AND PROVIDE
REPORT
2000 PSF
13.2
a. The construction inspections listed are in addition to the c. The special inspectors must be certified bg the Ctty of Encinitas
called Inspections required by Section 1101 of the UBC, to perform the types of inspection "fried,
as amended. Special inspection is not a substitute for
Inspection by a City Irepeetor. Specially inspected work d. It is the responsibility of the contractor to inform the special
which is install led or covered without the approval of the inspector or inspection agency at least one working day
Crty Inspector is subject to removal or exposure_ prior to performing any work that requires special
inspection, All work performed without required special
In. Continuous inspection is always required during the inspection is subject to removal.
performance of the work unless odwWas specified_
MONEFF ENGINEERING
au4 GON5ULTINCs
A PROFESSIONAL CIORPORATiON
1991 VILLAGE PARK WAY SUITE 115
ENCINITAS, CALIFORNIA 92024
(760) 479 -9838 FAX 17601 479 -9837
REVISIONS APPROVED I DATE REFERFNCES
DATE BENCH MARK
CITY OF ENCINITAS CONTROL POINT
NO- 1025 "ENC25" AT 7HE
INTERSECTION OF LA MESA AVE
AND SOUTH EL PROTAL. PER
R.O.S. 18416
ELEV. 60.60 NAVD88
SCALE
HORIZONTAL
VLRTICAL
GENERAL NOTES
SHOTCRETE
1, SHOTCRETE SHALL COMPLY WITH U.B.C. SECTION 1924 .
2. ACCURATELY CONTROL PROPORTIONS OF WATER TO PORTLAND CEMENT TO PRODUCE
THOROUGH AND UNIFORM HYDRATION OF THE S,HOTCRETE THAT, WHEN APPLIED, FORMS
A HOMOGENEOUS MASS CONTAINING NEITHER SAGS NOR DRY SAND FOid'1ATIONS,
3- SHOTCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRE551VE STRENGTH (F'c) OF
4,000 PSI_
4, MIX SHAT -L CONTAIN NO MORE THAN 3.4 CUBIC FOOT OF DRY SAND PER
94 LB. SACK OF PORTLAND CEMENT. MAXIMUM TOTAL CHLORIDE ION CONTENT IN THE
SHOTCRETE MIX, INCLUDING AGGREGATE, CEMENT, WATER, AND ADMIXTURES SHALL NOT
EXCEED LIMITS RECOMMENDED IN ACI 20128 -11_
5. APPLICATOR QUALIFICATIONS: PROPOSED APPLICATOR SHALL HAVE AT LEAST
5 YEARS EXPERIENCE IN STRUCTURAL SHOTCRETE CONSTRUCTION AND SHALL HAVE
CONSTRUCTED 'AT LEAST 20 SIGNIFICANT STRUCTURAL SHOTCRETE INJTALLATIONS WHICH, ON
INVESTIGATION, HAVE BEEN FOUND TO BE COMPLETED IN A 5ATIFACTORY MANNER THE
APPLICATOR SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE.
6_ PRIOR TO START OF WORK, CONTRACTOR SHALL FORM A PRECONSTRUCTION SHOTCRETE TEST
PANEL PER UBC SECTION 1924.5. THE PANEL SHALL USE THE SAME THICKNESS 4 TYPICAL
REINFORCING STEEL AS THAT OF THE 5HOTCRETE WALLS TO BE INSTALLED. THE PANEL
SHALL BE REPRESENTATIVE OF THE M05T HEAVILY CONGESTED AREAS OF REINFORCEMENT
IN THE WALLS. CORE 2 CYLINDERS FROM TEST PANEL AND VERIFY ADEQUATE 5HOTCRETE
ENCASEMENT AROUND REINFORCING STEEL.
7. CONTACT SPLICES MAY BE USED FOR ALL REINFORCING BARS PROVIDED THAT CONTRACTOR
CAN DEMONSTRATE ADEQUATE BAR ENCASEMENT THROUGH USE OF P RECONSTRUCTION TEST PANELS.
OTHERWISE, SPLICES SHALL BE BY NON- CONTACT METHOD PER UBC SECTION 1924.4.
8, DO NOT TACK WELD BARS,
9. ROD EXPOSED SURFACES TO TRUE PLANES AND LINES ON REACHING THICKNESS AND PLANE
ESTABLISHED BY FORMS AND GROUND WIRES.
10. FLOAT AND LIGHTLY STEEL TROWEL SURFACES SMOOTH.
11. KEEP 5HOTCRETE CONTINUOUSLY DAMP FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT,
12, REPAIR CRACKS MORE THAN I /16" WIDE THAT DEVELOP IN SHOTCRETE, OR BETWEEN SHOTCRETE
AND EXISTING MASONRY_
13_ TESTING LABORATORY SHALL PREPARE TEST PANELS FOR EACH DAYS
PLACEMENT PERFORMED BY EACH NOZZELMAN_ IN ACCORDANCE WITH
UBC SECTION 1924.10 -
SOLDIER BEAM WALL CONSTRUCTION PROCEDURES
L SOLDIER BEAM CONSTRUCTION:
1.1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS
INDICATED IN THE DRAWINGS.
1,2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE.
1.3 PLACE A MINIMUM OF 3000 PSI CONCRETE FROM THE BOTTOM OF THE
HOLE TO THE BOTTOM OF THE PROPOSED EXCAVATION_
1.4 PLACE LEAN CONCRETE (2 SACK MIX) FROM THE BOTTOM OF THE
PROPOSED EXCAVATION TO GRADE,
2. EXCAVATION AND LAGGING PLACEMENT:
2 -1 EXCAVATE THE CUT IN 5' MAXIMUM INCREMENTS_
2.2 CHIP BACK THE LEAN CONCRETE TO ALLOW PLACEMENT
OF THE WOOD LAGGING.
23 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING
MUST BE COMPLETELY INSTALLED ENSURING BEARING BETWEEN THE CUT_
HAND BACKFILL WITH GRANULAR MATERIAL OR I -SACK oLURRY.
PLANNING & BUILDING APPROVALS
REVIEWED BY., PLANS PREPARED UNDER SUPERVISI ❑N OF RECOMMEND/EDD) APPR VED
4_ DATE �9 C�7 BY: / 'v ' BY:
R °C.E, NO, C -61048
D, :
A c 07 MICHAEL A. MCNE F EXP. 12 -31 -08 DATE, 124710 DATE:
OENEPAL.
I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING
WORK AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
FOUND.
2. SPECIFIC CODES AND DETAILS SHALL TAKE PRECEDENCE OVER
THESE GENERAL NOTES AND THE TYPICAL DETAILS ON THIS
SHEET IN CASE OF CONFLICT.
3, WHERE 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 15
OBTAINED FROM THE ARCHITECT Ort ENGINEER&
4. THE DESIGN 15 BASED ON T E awo cul mw ILDING CODE AND
THE LOCAL BUILDING CODE.
5. NEITHER THE OWNER NOR THE ENGINEER WILL ENFORCE SAFETY
MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING
AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS AND REGULATIONS.
6. REFER TO APPROVED ARCHITECTURAL PLAN FOR LIGHTWELL WALL LOCATIONS_
FOUNDATION=
I. SOIL CLASSIFICATION: SEE 501L REPORT BY:
GEOTEK, INC.
1384 POINSETTIA AVENUE
VISTA, CALIFORNIA 92081
PROJECT NO. 2816SD3
DECEMBER 15, 2005
2, DESIGN LOADS:
ACTIVE PRESSURE (UNRESTRAINED). ...... 35H
3. SOIL RESISTANCE VALUES.
PASSIVE PRESSURE .............................. 250H (EY.P.)
4. SOIL BEARING:
MAXIMUM PASSIVE PRESSURE .............. 3000 PSF
REINFORCED CONCRETE
I ALL CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR
REINFORCED CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST EDITION,
WiTH MODIFICATIONS AS NOTED IN THE DRAWINGS AND TITLE 24.
2. ALL REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE
REINFORCING 5TEi:L INSTITUTE "MANUAL OF STANDARD PRACTICE."
3. CONTINUOUS INSPECTION BY A BUILDING CEPARTMENT APPROVED
INSPECTOR IS REt, -'D FOR ALL REINFORCED CONCRETE >2,500 PSI.
4, CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE
FOLLOWING TABLE ARE MINIMUM COMFRE5SIVE STRENGTH AT 28 DAYS,
THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCAES). ALL MiX
DESIGNS TO USE TYPE 11 OR V CEMENT. ENGINEER TO REVIEW ALL
MIX DESIGNS PRIOR TO PLACEMENT.
ITEM OF CONSTRUCTION (145 P_C_F_ AVE.) STRENGTH AGGREGATE
A_ CAISSONS 3000 PSI IIZ2"
B. SHOTCRETE WALL* 4,000 PSI 318"
SHOTCRETE WALL FACING TO HAVE A W/C RATIO OF 0,45 MAX. ADD
NOVOMESH FIBERS AT RATE OF 24" PER CUBIC YARD OF CONCRETE.
5. THE EVALUATION AND ACCEPTANCE OF CONCRETE SHALL CONFORM
TO THE REQUIREMENTS OF C.B.C. TiTLE 24 SECTION 1905.
6. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.
i_ MINIMUM PROTECTIVE CONCRETE, COVERAGE OF REINFORCING:
A_ ON EARTH SIDE WHEN PLACED AGAINST EARTH ------------------- 3 IN,
B, ON EARTH SIDE WHEN FOWED ................................................. 2 IN.
8, REFER TO THE GRADING PLANS DRAWINGS FOR LOCATION OF DRAINS,
UNDERGROUND UTILITIES, AND SIMILAR OBSTRUCTIONS_
STRUC -11JR& STEEL
I, STRUCTURAL STEEL SHALL COMPLY WITH ASTM A -992 (Fy =50K51).
2. MATERIALS 4 WORKMANSHIP SHALL COMPLY WITH RISC MANUAL OF STEEL
CONSTRUCTION 4 LRFD SPECIFICATION.
3. ALL PERMANENT BEAMS SHALL Bt COATED WITH "AMERCOAT 385" EPDXY
PAINT OR APPROVED EQUIVALENT.
UMBER
1_ ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) PRESSURE
TREATED, AND SHALL BE GRADE MARKED "2 OR BETTER
CITY OF ENCINITAS ENC
SHORING PLAN FOR:
SERVICES DEPARTMENT DRAWING NCI,
282 NEPTUNE A VENUE 394 -G
PLANNING CASE No: 05 -161 DR /CDP A.P.N. #256- 352 -08 SHEET 4 OF 6
r
t
r�
1 I I
ELEV
I IF vF1 L, F71-1
ELEV.
o",
1
II 1
BEAM
BEYOND
Li 1 1
ELEVATION ,4
vs' _ I, -O" ELEVATION 8
IVIC2NEFF ENGINEERING �� " " ° "ewF,
t CONSULTING _
A PROPS "iOww Q0"P0w►„0N +
1991 VILLAGE PARK WAY SUITE 115
ENCINITAS, CALIFORNIA 92024 i`rw�t pp CAL14 °`$�
(7601 479 -9838 FAX (7601 479 -9857 �. „,,, „ „„ „,,,.• "•
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK
��t.tsv CITY OF ENCINITAS CONTROL POINT THE
INTERSECTION OF LAT MESA AVE.
AND SOUTH EL PROTAL. PER
R.O.S. 18416
ELEV. 60.60 NAW88
-ELEV.
=69.0'
j
ELEV. O O O O O
=82.5'
ELEV. =79.0'
L GHTWELL I — I — I — — ELEV_ =78.0'
— _ ELEV. =76.0'
F.S. ELEV. __
=12.0' lt)� I i i i' i 1 ELEV_
i\—
k
E
BEY
ELEVATION C
L.1mir ? GQ #rtat* or1L
N St(•� 71b31
-SCALE PLANNING & BUILDING
REVIEWED BY:
HORIZONTAL
VERTICAL / 6 e
D E
PLANS PREPARED UNDER SUPERVISION ORECOMMENDED • "a 1
DATE By BY;
t/d
MiCHAEL A. i
0. D• +
NOTE-- THE GENERAL CONTRACTOR 13 TO REVIEW
SHORING DRAWINGS AND LAY -OUT i:OR ANY UTILITY
CONFLICTS THAT MAY OCCUR THAT ARE NOT
PRESENTLY NOTED ON THE DRAINGS_
ALL UTILITIES WITHIN THREE FEET OF ANY'FART
OF THE SHORING SYSTEM IS TO BE REPORTED
TO THE STRUCTURAL ENGINEER OF RECORD_
APPROVED BY:
DATE:
DIG ALERT "
SHORING SOLDIER BEAM SCHEDULE
SEAM
(HIGH STRENGTH
CUT LENGTH
EM5ED_ LENCsTH
TOTAL LENGTH
EM331 =Q ^I
ELEFT
MARK
Fy = 50 K51)
(FT)
l FT)
C FT)
)
Ol
W12x26
O
W16x40
Ci
14' -0�
23;- 0
13.0'
3 - 6
W16x50
12 -6
11 -0
29 -6
10.0
OW18x16
15' -6"
20' -0'
35' -6'
61 -0'
OS
Wlbx40
12' -6”
15' -0”
21' -6'
10.0'
O9 - 10
W16x40
11' -0'
14' -0”
25' -0'
10.0'
I)
W16x40
9' -0'
14' -0”
23' -0'
10.0'
12
W16x40
8' -0"
14' -0"
22' -0'
10.0'
10 -0
13
WI246
6' -0'
9' -0'
15' -0'
CITY OF ENCINITAS ENGINEERING SERVICES DE'ARTMENT DRAWING NG,
SHORING PLAN FOR:
282 NEPTUNE AVENUE 394 -G
PLANNING CASE NO: 05 -161 DR/CDP A.P.N. ;;256- 352 -08 SHEET 5 OF 6
c�
19
SOLDIER BEAM
PER SCHED_, TYP_
24' WIDE HORIZ, GEOCOMPOSITE DRAIN
BOARD STRIP (TYP_) e V O.C. MAX.
VERTICAL GEocoMPosITE
,,,, DRAIN BOARD STRIP (TYP)
-- MCONEFF ENGINEERING �""� � 24' WIDE MIM1L
4 CONSULTING
A PROFESe10NAL 00"POFeA-nom NOTE, —
1991 VILLAGE PARK WAY SUITE 115 * _ (sEOCOMPO$ITE DRAIN BOARD
(760) N479 -9838 CALIFORNIA
479 9837 oP p °€ 0 SHALL 5E MIRADRAIN b000XL
OR APPROVED EQUIVALENT
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
I' R CITY OF ENCINITAS CONTROL POINT
NO.1025 "ENC25" AT THE
INTERSECTION OF LA MESA AVE. HORIZONTAL
AND SOUTH EL PROTAL. PER
R.O.S. 18416
ELEV. 60.60 NAVD88 VERTICAL
UXO_ PER ELEV.
SOLDIER 5M.
PER PLAN
PROPERTY LINE CONC"
wHERE occuR_ . . eS
PER PLAN
TYPICAL LAGGING DETAIL C5,
SOLDIER 5M
LEAN CONC. PER PLAN
D
RAWMrs -WALL PER PLAN \ \ 3X LAGGING
TYP_
4400D WEDGE \ \
24"
w X
C14 SHOTCRET KE) WALL DETAIL 10 ANGLED LAGGING DETAIL 6
%*# x V WELDED
STUDS a I2' O_C. MAX.
PERMANENT 04 o 16, O (V)
SHOTCRETE
FACING 5 s 9' O.C. (N)
p. �I
GEOCONIPOSITE DRAIN g' 4 3x TEMP. LAGGING
50ARD 4 WATERPROOFING " AS REQUIRED
PER DETAIL 8
_.._.._.. -.. LEM CONC.
.-
WLDIER BM
PER SCHED_ PROPERTY LINE
3* WIaRE OCCURS
ro C, PER PLAN
*
15 SHOTCRETE FACING DETAIL 7
TOP PEW SHOT
dirr� OPTIONAL
1 1 I I I I 1 1 I I I I SHOT LIFT SHOTCR ETE
JOINT, TYP_ WALL W-P_ MEMBRANE PER
I I 1 I I I I I I I I I 1 1 (5' MIN.) CONTRACTOR t0 5E
11 I I 11 I I I I I I VERTICAL APPROVED BY OWNER
1 1 1 11 I r 1 I 11 1 1 GEOCOMPOSITE
DRAIN BOARD 2'0 PVC
1 1 1 1 I I 1 1 I I I I 1 1 DRAIN PIPE
ti I I I I I 1 1 I I 1 1 I I HORIZONTAL
11 11 1 I 11 i 1 I I 1 I GEOCOMPOSITE f* I6' O_C. MAX
DRAIIN BOARD eAK
II 11 11 11 11 11 11
�O
�J
�z
LEAN CONC.
LAGGING
PER PLAN
TOP OF
EMBED_ ELEV.
PER SCHED_
SOLDIER 51-1_
PER PLAN 4
SCHi =D.
a
241# CAISSON
rc = 3000 PSI
TEMPORARY CANTILEVER SECTION
TOP OF WALL
REINFORCEMENT
PER DETAIL S
THIS SHEET
w
REFER TO CIVI
DwG'S FOR FINS{
N
GRADE ELEVATION
ADD'L 04 S 16' O_C_ (V)
PLACE BETWEEN
1
i@EINF.
(NOT
U
FOR CLARITY)
SECURE C.s. TRIM SEAM AS
P 400 FLAT
W ISQUAi�) REQUIRED 4 RE-
TO F-NZR COAT w/ EPDXY
w
TOP 2 STUDS
C13
TOP OF SH.OTCRETE WALL REINFORCEMENT 9
REINFORCING
PER i
• •. ° THIS SHEET
SHEET
CMU WALL
4REINF, C14 .'' SHOTCR ETE
SOLDIER BEAM
PER SCHED_, TYP_
24' WIDE HORIZ, GEOCOMPOSITE DRAIN
BOARD STRIP (TYP_) e V O.C. MAX.
VERTICAL GEocoMPosITE
,,,, DRAIN BOARD STRIP (TYP)
-- MCONEFF ENGINEERING �""� � 24' WIDE MIM1L
4 CONSULTING
A PROFESe10NAL 00"POFeA-nom NOTE, —
1991 VILLAGE PARK WAY SUITE 115 * _ (sEOCOMPO$ITE DRAIN BOARD
(760) N479 -9838 CALIFORNIA
479 9837 oP p °€ 0 SHALL 5E MIRADRAIN b000XL
OR APPROVED EQUIVALENT
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
I' R CITY OF ENCINITAS CONTROL POINT
NO.1025 "ENC25" AT THE
INTERSECTION OF LA MESA AVE. HORIZONTAL
AND SOUTH EL PROTAL. PER
R.O.S. 18416
ELEV. 60.60 NAVD88 VERTICAL
UXO_ PER ELEV.
SOLDIER 5M.
PER PLAN
PROPERTY LINE CONC"
wHERE occuR_ . . eS
PER PLAN
TYPICAL LAGGING DETAIL C5,
SOLDIER 5M
LEAN CONC. PER PLAN
D
RAWMrs -WALL PER PLAN \ \ 3X LAGGING
TYP_
4400D WEDGE \ \
24"
w X
C14 SHOTCRET KE) WALL DETAIL 10 ANGLED LAGGING DETAIL 6
%*# x V WELDED
STUDS a I2' O_C. MAX.
PERMANENT 04 o 16, O (V)
SHOTCRETE
FACING 5 s 9' O.C. (N)
p. �I
GEOCONIPOSITE DRAIN g' 4 3x TEMP. LAGGING
50ARD 4 WATERPROOFING " AS REQUIRED
PER DETAIL 8
_.._.._.. -.. LEM CONC.
.-
WLDIER BM
PER SCHED_ PROPERTY LINE
3* WIaRE OCCURS
ro C, PER PLAN
*
15 SHOTCRETE FACING DETAIL 7
TOP PEW SHOT
dirr� OPTIONAL
1 1 I I I I 1 1 I I I I SHOT LIFT SHOTCR ETE
JOINT, TYP_ WALL W-P_ MEMBRANE PER
I I 1 I I I I I I I I I 1 1 (5' MIN.) CONTRACTOR t0 5E
11 I I 11 I I I I I I VERTICAL APPROVED BY OWNER
1 1 1 11 I r 1 I 11 1 1 GEOCOMPOSITE
DRAIN BOARD 2'0 PVC
1 1 1 1 I I 1 1 I I I I 1 1 DRAIN PIPE
ti I I I I I 1 1 I I 1 1 I I HORIZONTAL
11 11 1 I 11 i 1 I I 1 I GEOCOMPOSITE f* I6' O_C. MAX
DRAIIN BOARD eAK
II 11 11 11 11 11 11
�O
�J
�z
LEAN CONC.
LAGGING
PER PLAN
TOP OF
EMBED_ ELEV.
PER SCHED_
SOLDIER 51-1_
PER PLAN 4
SCHi =D.
a
241# CAISSON
rc = 3000 PSI
TEMPORARY CANTILEVER SECTION
TOP OF WALL
REINFORCEMENT
PER DETAIL S
THIS SHEET
w
SHOTCRETE'
FACING
N
LANDSCAPE
1
5AC*ILL
U
w
J
TRIM TOP OF BEAM
AS R EQ'D BEFORE
FACING INSTALLATION
~ TEMP. WOOD LAGGING
PER PLAN
LEAN
CONC_
TOP OF EMB_ ELEV_
PER SCHEDULE
SOLDIER 5M.
PER PLAN 4
SCHEDULE
All
II II II II II II II .
1 I I I I I I I I WRAP FILTER FABRIC
I I I I I I I I I I I I 11 AROUND T45 EDGE 1 U -T,
OF HORIZ. CoR E
I I I I I I I I I I r I I I
11 II II II I1 I I � o
WALL DRAINAGE DETAIL 'X'
BOTTOM PERM SHOT f I- Iy If r
SE� DETAIL 'X' FOR DRAINAGE —.
EXIT AT 5AS`c OF WALL PERMANENT WALL DRAINAGE �§] PERMANENT CANTILEVER SECTION 4,
PLANNING &BUILDING APPROVALS CITY C*f ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N.
REVIEWED BY.- PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED SHORING PLAN FOR:
V DATE ' Al-IL �� BY; 282 NEPTUNE AVENUE 394 -G
BY.
/ Z s 0 ` R.C.E. NO, , C -61048
Dq MI PHIAEL , MCNE 12 -31 -08 DATE 11 DATE; /1 -ja /�
EXP, PLANNING CASE N0: 05 -161 DR /CDP A.P.N. #256- 352 -08 SHEET 6 OF s
Q
rzs
a