2014 12165-G (plans)RIGHT OF WAY NOTE
OWNER 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 AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT 1S THE
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE 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 S17E 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 "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION- RINCON
RESIDENTIAL PROJECT, 119 -125 DIANA STREET, ENCINITAS, CA" PREPARED BY GE07ECHNICAL
EXPLORA770N, INC. DATED OCTOBER 16, 2013. ALL GRADING SHALL BE DONE IN ACCORANCE
WITH THE RECOMMENDATIONS AND SPECIFICA71ONS 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. 771E DEVELOPER SHALL BE RESPONSIBLE 774AT ANY MONUMENT OR BENCH MARK WHICH 1S
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.
EQUIPMENT E1/2HiFOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEHOURS
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
NTH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
FINAL GRADING APPROVAL AND OR FINAL RELEASE OF SECURITY, AN "AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12165 -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 *10 CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS/HER DIRECTION HE /SHE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE 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/HER OR UNDER HIS /HER SUPERVISION AND
THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
THAT IN TEN ED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE 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 WI7H 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 EXCAVAON 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 07HER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE K17H THE GRADING ORDINANCE
16. ALL TREE 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 NET 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 WI7HW 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 774E CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE 2, ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING,
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. OR PROPOSED U71LITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
NOTIFICATIONS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST )TO GRADE ANY
ON THESE OUR KNOWLEDGE THERE THHEERE ARE NO EXISTING SEARCH AVAILABLE XT AS TO THE PLAN S ®F EXISTING FACILITY ALL AFFECTED WATER FACILITIESLMVEUS BOXES, CURRENT
H IS
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID EXPENSE.
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 4. U77UTIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES,
A. SEWERS - LWD - (760) 753 -0155
B. GAS & ELECTRIC - SOGE - (760)- 438 -6200 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN t7RE HYDRANTS AND
C. WATER - SDWD - (760) 633 -2650 SAN DIEGO GAS AND ELECTRIC VAULTS.
D. TELEPHONE - SBC BELL - (760) -489 -3411 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
E CABLE TV - COX COMMUNICA7IONS- (760) -806 -9809 X -2233 TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO Z CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
BEGINNING ANY WORK ON THIS PROJECT PHONE. (760) - 633 -2770. BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
(760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE MATERIALS TO BE NO -LEAD BRASS PARTS
SUBJECT TO REJECTION AND REMOVAL. 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
BENCHMARK I SCALE I PLAT
EROSION CONTROL
PROPOSED
IMPERVIOUS AREA
NET CHANGE
STORMWATER POLLUTION CONTROL BMP NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949) 673 -3254,
+890 SF
24 HOURS A DAY.
RELATIVE TO CONSTRUCTION ACTIVITIES
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
CONCRETE WASHOUT
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
LOCATION.
OF THE ENGINEERING INSPECTOR.
CONSTRUCTION SITE ACCESS
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
A STABILIZED MR9TRUCON SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL
PROPOSED PERMANENT BMP AREA
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
CONSTRUCTION VEHICLES
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE
FROM GUTTERS AND STORMDRAW SHALL BE DESIGNATED FOR
LEGAL DESCRIPTION 2
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE
LOT 2 OF BLOCK 7 OF k
EROSION CONTROL
Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
E0_90N COASR MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES
INCORPORATED HEREON.
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
__
____._____
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
BONDED FIBER MATRIX.
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
THE CITY OF ENCINITAS,
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
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
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
PERCENT (40 %). SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
STORMWATER POLLUTION CONTROL POST
OF CALIFORNIA, ACCORDING TO
CONSTRUCTION BMP /IMP NOTES
PROPOSED STEM WALL
LEUCADIA WASTEWATER DISTRICT NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
z
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
1, FOK LEUCADIA WAS'TEWATEF, DISTRICT NOTES' KC*FER ' TQ . STRtBT
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
IN THE OFFICE OF THE COUNTY UL
DRAIN SYSTEM.
11APRDVEMENT' PLAN 121611 -I.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
2. L DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCAD
W TEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE
3. ALL IMPERVIOUS AREAS ►I7HIN THE SITE SHALL DRAIN TO APPROVED SMP MP
STA ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND E
FACIL177ES AND /OR TO TURF OR LANDSCAPED AREAS NTH ADEQUATE GROU DCOVER PRIOR
REGI L STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CO CT
TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP /IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS
171E L SEWER STANDARDS GOVERN.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
J. OSHA SA ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS S LL BE
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
FOLLOWED T ALL TIMES WITHOUT EXCEPTION.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR
4. THE CONTRA R SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED I SEWER
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
NOTES 2 & 3 N THE JOBSITE AT ALL TIMES.
DISCHARGE IT TO AN ADEQUATE IMP/BMP.
PROPOSED SETBACKS
6. ALL STORMWA7ER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
5. THE CONTRACTOR HALL GUARANTEE ALL WORK FOR A PERIOD OF E YEAR AFTER
ALTERED WITHOUT A PERMIT FROM THE CITY
THE DATE OF FINA ACCEPTANCE BY LWD AND SHALL REPAIR OR PLACE ANY WORK
THAT MAY PROVED C11VE IN WORKMANSHIP AND /OR MATER! WITHIN THE ONE
Z THE WSTALLA77ON OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
YEAR PERIOD WTTHO EXPENSE WHATSOEVER TO LWD.
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
6. PRIOR TO BEGINNING S R WORK, CONTRACTOR SHALL SEC RE A LWD PERMIT FOR
& ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HO NOVICE TO LWD PRIOR
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
TO CONSTRUCTION.
HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT HILL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
Z APPROVAL OF THIS PLAN BY D DOES NOT CONSTITU A REPRESENTATION OF THE
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ACCURACY OF THE LOCA77ON 0 OR THE EXISTENCE R NON EXISTENCE OF, ANY
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
UNDERGROUND UTILITY, PIPE, OR TRUCTURE WITHIN HE LIMITS OF THIS PROJECT
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
PROPOSED 60" HOPE STORM WATER
ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR
8, ALL REVISIONS TO DRAWINGS SHALL BE APPROVE BY THE LWD DISTRICT ENGINEER IN
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
WRITING PRIOR TO CONSTRUCTION.
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
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE E.
9 CONNECTIONS TO EXISTING SEWER PIPE R HOLES SHALL ONLY BE DONE IN THE D
IRECT PRESENCE OF THE LWD INSPECTO SEWER SHALL NOT BE CONNECTED OR
ENVIRONMENTAL NOTES:
ALLOWED TO FLOW TO EXISTING SEWER UIRL AFTER FINAL ACCEPTANCE OF ALL
1. THE STEEPEST EXIS71NG SLOPE IN THE GRADED AREA IS N/A
UPSTREAM WORK BY THE LWD INSPECTO AS APPROVED BY DISTRICT ENGINEER.
(EXCLUDING ANY EXIS71NG MAN MADE SLOPES).
"NO PARKING FIRE LANE" SIGN
10. ALL SERVICE LATERALS SHALL BE LOC ED AT IGHT ANGLES TO THE SEWER MAIN
Z THE MAXIMUM VERTICAL DEPTH OF CUT IS 3.5 FT AND THE MAXIMUM
UNLESS OTHERWISE SHOWN AS APPR VED BY L ON THE PLANS.
VERTICAL HEIGHT OF FILL IS 2.0 FT
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF 771E
FINISHED SURFACE FS FINSHED
T
a , a 1 . c
600 CUBIC YARDS REMOVAL AND RECOMPAC77ON
360 CUBIC YARDS EXCAVATION (CUT)
50 CUBIC YARDS EMBANKMENT (FILL)
310 CUBIC YARDS EXPORT
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION, IF REQUIRED BY SI7E CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A 7HEORE77CAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE OR SWELL FACTORS).
DEPTH & QUAN71TY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
SAN DIEGUITO WATER DISTRICT NOTES
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT.
REVISIONS
APPROVED I DATE I REFERENCES I DATE
CITY OF ENCINITAS CONTROL POINT 'ENC -32'
11. A 2 -INCH HIGH S SHALL BE / CRIBED ON 711E URB FACE A EACH LATERAL
LOCATION BY THE CONTRACTOR.
12. A 10 GAGE SHIELDED COPPE WIRE SHALL BE BURIED VER EACH LATERAL. THE WIRE
SHALL EXTEND UP TO A 2" OPPER TAG TIED AND SO RED TO THE WIRE. THE TAG
OVER THE SEWER MAIN S L TERMINATE 6" ABOVE PAVI SUBGR40E WITH FINAL
LOCATION JUST BELOW P ING. THE TAG OVER THE GUSTO R END OF THE LATERAL
SHALL EXTEND ABOVE DE UNTIL CONNECTED AND SHALL EREAFTER BE BURIED AT
THE POINT OF CO NNE ON.
13. ALL LATERALS SHA BE CONSTRUCTED CLEAR OF DRIVEWAYS.
14. ALL SEWERS AN LATERALS SHALL BE WAYNE BALLED OR JETTED, L W PRESSURE AIR
TESTED, AND T SED AT THE APPLICANT / CONTRACTORS RIOR TO
CONSIDERA710 FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE NE AFTER
CONSTRUCT! OF ALL OTHER UTLITIES AND UTILITY LATERALS.
15. ALL SEW AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL A ROVAL BY
THE LW INSPECTOR PRIOR TO PAVING.
16. ALL EW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYE MADE
WIT GASKE7ED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALUNG NEW
M UFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BEL AND
IGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACE
LANDSCAPING
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.
EXISTING
IMPERVIOUS AREA
PROPOSED
IMPERVIOUS AREA
NET CHANGE
4,410 SF
5,300 SF
+890 SF
PER RECORD OF SURVEY NUMBER 18416. EWE BY.
FD 2" SD. CO. ENG. DEPT. BRASS DISK SET IN HORIZONAL NIA
THE TOP OF EAST CURB OF VULCAN AVENUE
200 FEET NORTH OF E STREET 2.5 FEET NORTH
OF THE DRIVEWAY INTO THE ENCINITAS CITY. VERTICAL
ADMINISTRATION OFFICES. ATE:
DATUM. NAVD88 ELEV.: 92.00
WT.1111Il1111Y
TYL�LAWSON DA7EDATE
R.C.E. NO. 80356
EXP. 12- 31 -,f6 /g
LEGEND
OWNER /PERMITTEE
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
RREG INVESTMENT SERIES, LLC, SERIES 1.0.12
PROPERTY LINE
IANA
PROPOSED BUILDING OUTLINE
SITE ADDRESS STREET
PROPOSED PCC PAVEMENT
_
�'� �" ."
123 -125 DIANA STREET
ENCINITAS, CA 92024 SITE 5 0
PROPOSED PERMANENT BMP AREA
LEGAL DESCRIPTION 2
PROPOSED POROUS PAVERS (PER >)EiA/L
LOT 2 OF BLOCK 7 OF k
�ilFE-r 2)
PROPOSED WOOD DECK
SOUTHCOAST PARK UNIT Z IN
~
__
____._____
THE CITY OF ENCINITAS,
PROPOSED AC PAVEMENT
COUNTY OF SAN DIEGO, STATE
v ®
LEUCADIA BLVD.
OF CALIFORNIA, ACCORDING TO
o
PROPOSED STEM WALL
MAP THEREOF N0. 1859, FILED
z
IN THE OFFICE OF THE COUNTY UL
PROPOSED DEEPEND FOOTING
RECORDER OF SAN DIEGO
COUNTY, SEPTEMBER 21, 1925.
CENTERLINE OF ROAD
-
1- z
PROPOSED CONTOUR LINE
55 --
A <P•N•:
C) 7)
EXISTING CONTOUR LINE
- - -- a - -- - -- - --
254 - 302 -16 -00 ul > 5
PROPOSED FLOWLINE
- -
z=
PROPOSED SETBACKS
- - - - - - - -
PROPOSED RETAINING WALL
PROPOSED SEWER LATERAL
S
PROPOSED WATER SERVICE
W
VICINITY MAP
PROPOSED 12" PVC STORM DRAIN
- - - - -
NTS
OWNER'S CERTIFICATE
PROPOSED 42" SUMP PUMP
o
IT IS AGREED THAT FIELD CON0171ONS MAY REQUIRE CHANGES TO THESE PLANS.
PROPOSED 60" HOPE STORM WATER
C
DETENTION PIPES
_ _
(DEVELOPER)
IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
PROPOSED ROOF LINES
- - -
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
PROPOSED SAWCUT LINE
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS
"NO PARKING FIRE LANE" SIGN
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 771E
FINISHED SURFACE FS FINSHED
FLOOR FF
COMPACTION AND STABILITY OF THE SITE.
FINISHED GRADE FG GARAGE
FINISHED FLOOR GF
y (
FLOW LINE FL INVERT ELEVA77ON IE
TOP OF GRADE TG
KE DUNN, HANA(#E2 (0A
RREG INVESTMENTS SERIES, LLC, SERIES j 012
I RIA0111 1 0 §► ► pj
17. ISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXIS77N
S R. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE
AC RDANCE WITH LIVID STANDARD DRAWING S -32. IF NECESSAR DURING
THE TERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXIS G
SEWER HALL BE TEMPORARILY PLUGGED AND BY- PASSED BY UMPING
OR PUM R TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD EWER. IN
LOCATION WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY R DIRE
TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT TTH
FULL -TIME NED MONITORING. NO UNMANNED BYPAS SHALL BE
ALLOWED.
18. FOR CONNECTION F PLAIN END TO PLAIN END PV SEWER, REPAIR
COUPLINGS SHALL MADE OF PVC MATERIAL M ING THE SAME
MATERIAL REQUIREM TS AS THE PIPE BEING R AIRED. PVC SEWER
REPAIR COUPLINGS S L BE RUBBER GASKET WITH NO CENTER STOP.
PIPE ENDS SHALL BE ROUGHLY CLEANED RIOR TO INSTALLATION OF
THE REPAIR COUPLINGS). THE REPAIR COU ING SHALL BE SLIPPED ALL
THE WAY ON TO ONE PLAT END PIPE, T N THE PIPE AND ADJOINING
PIPES SHALL BE ALIGNED T ETHER AN THE REPAIR COUPLING SLIPPED
BACK INTO A POSITION EQUAL SPAC BETWEEN THE TWO PLAIN END
PIPES. PVC SEWER REPAIR CO NG SHALL BE AS MANUFACTURED BY
PW PIPE OR EQUAL APPROVED T E LWD DISTRICT ENGINEER.
19. PVC OR VITRIFIED CLAY PIPE (V ) ER PIPE AND WYES MAY BE
USED TO TIE -IN TO EXISTING V P. F1 CONNECTION OR REPAIR OF
PLAIN END VCP TO VCP A R C IND TRIES, INC. STYLE 501 COUPLING
OR EQUAL SHALL BE USED. OR CONNE IONS OF VCP TO PVC, A
ROMAC INDUSTRIES, INC. S LE RC 501 R USING COUPLING WITH
MATCHING INVERTS, OR AYPROVED EQUAL, S L BE USED WITH A
GASKET RANGE TO MAT THE OUTSIDE DIAM ER OF THE PIPE ON THAT
SIDE OF THE COUPLIN BEING JOINED. THE C TER RINGS SHALL BE
DUCTILE IRON PER A536, GRADE 65 -45- AND SHALL BE
PROVIDED WITH 16 ILS FUSION BONDED EPDXY LOR CODED TO THE
TYPE OF CONNEC NG PIPE GASKETS SHALL BE SB PER ASTM D2000
MBA710, COMPO LADED FOR WATER AND SEWER SE E ALL NUTS AND
BOLTS SHALL TYPE 316 STAINLESS STEEL.
20. FINAL APP VAL OF PLANS BY DISTRICT ENGINEER IS VA FOR A
PERIOD 0 TIME NOT TO EXCEED ONE YEAR FROM APPROV DATE
TO STAR OF CONSTRUCTION. IF THE ONE YEAR 71ME OMIT i EXPIRED
PRIOR 0 START OF CONSTRUCTION THE DEVELOPER SHALL R USMIT
THE N CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED EVIEW
AN APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL MADE
A THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRI
GINEER PRIOR TO THE START OF CONSTRUCTION.
ILEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER
AhDa-EEEFRING, - �8 s
P RC DA
b14lwF,e 5/3/ /6
ENCINITAS FIRE PROTECTION DIST.
PLANS PREPARED UNDER THE SUPERVISION OF
DATE: 1" l3 Y-1
w'- " -- R.C.E. NO. 80356
TYL R G LAWSON EXP. 12 -31 -16
ENGINEERING DIVIS__
RECOMMENDED __1Q0 AP
BY.• _ /" . ,41 � BY.
MASIH MAHER
DATE. _G/1 I/ 15
SOILS ENGINEER'S CERTIFICATE
!7
1, J A/ "4 I- n C � K AS
�C 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
DIREC77ON BETWEEN THE DATES AND . 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 774IS PROJECT HAVE
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
SIGNED:
RCENO.: /Er'.D ®i
EXP. DATE. 9 l3 d f 1 S'
GE07ECHNICAL EXPLORATION, INC.
7420 TRADE STREET
SAN DIEGO, CA 92121
(858)549 -7222
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT
SHALL COMPLY WITH THE GENERALLY ACCE
ENGWEEER'S TRADE OR PROFESSION. THE I
PERFORMED HEREIN SHALL BE IN ACCORDA
REQUIRED BY THE CITY OF ENCINITAS. THE
REVIEW PERFOMED BY THE CITY OF ENCINII
FOR THE PLANS PREPARED BY THE ENGINE
ENCINITAS OF THE TECHINICAL SUFFFICIENC
AND IT THEREFORE DOES NOT RELIEVE THE
OR DESIGN OF IMPROVEMENTS BASED THER
AND HOLD HARMLESS THE CITY OF ENCINII
FROM PROPERTY DAMAGE OR BODILY INJUR
ERRORS, OR OMISSIONS OF THE ENGINEER
WITHIN THE COURSE AND SCOPE OF SUCH
THE WORK PERFORMED BY THE ENGINEER.
BY.° � - Yrz &,- --
TYLER sG LAWSON
I:Z9�LR7Wt%Z�X�Y
PASCO LARET SU17ER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 2107F
* 012 11] IDERINYIC1 >Ii7>,VY0!'.iIlRNVI']INY
Lo-/S'
FWAAEDDA71B 1117115
MWE)DATl~ 3118115
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com
OR
OF
1 THE NEGLIGENT ACTS,
OR EMPLOYEES ACTING
:NT AND ARISING OUT OF
Y13• /S
DATE
No. 80356
Exp. 12/31/16
STANDARD
PUBLIC WORKS
REVIEWER Yl
�1l Il
N APPROVALS I CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT
nI/mn % GRADING PLAN FOR:
G /yys
DATE: PLANNING CASE 740: 14 -075
Zv • r.i
DATE:
12165 -G
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PLSA 2107
4
L%
00
ms
1
0
�li 1
tl 1
PAVERS PER MANUFACTURER'S \�� \� \���\��\\� \\�\�� r\ �\��� \ \ \ \���� \�� \�1 \ \��
RECOMMENDATIONS �
TYPICAL SECTION: \ . APN: 254 - 303 -03 APN: 254 - 303 -02
RIRRnIV C- ITTTFR
NOT TO SCALE
Imo-- VARIES�1
R
4" BASE I
COURSE LAYER r
112" TO 1" I jf^j/%Q
AGGREGATE ° ° ° 1 FS -56.1 ASHED LINE REPRESENTS
FILL OPENINGS IN 26.5' EXISTING SURFACE
PERMEABLE PAVERS PAVER UNITS WITH Y" FENCE PER -
ORCO AQUA -BRIG OR TO 3/" AGGREGATE 00 YEAR FLOOD ELEV. SEPARATE PLAN
APPROVED EQUAL I FF 56.1'
" 2" BEDDING COURSE (FG =537)
12 SUB BASE I FF 56.2
COURSE LAYER LAYER 114" TO ------------ - -� --
112" TO 3" 318" AGGREGATE FG =52.2 PAD 532' _
ANGULAR ROCK PAVER INSTALLATION SHALL BE PER MANUFACTURER'S ENGINEERED lT� i F -51.2 ��
RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR SOIL PER IMP - /I /J� �/\ �
REFERENCE ONLY. PAVER SECTION IS REQUIRED TO BASIN DETAIL ' %��
MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LOS THIS SHEET
,,• J(!
TYPICAL SECTION:
lT 3
FENCE PER
6.8' 6.8' SEPARATE PLAN
FF 56.2' FF 56.2'
- - -PAD- 55-.5'
" M
PERMEABLE PAVERS 12 PVC DRAINPIP INSTALL WALL PER ARCH PLANS STVRMTRAP SYSTEM
NOT TO SCALE AT LOX MIN. TO INSTALL " 13' -331y" W x 25'' -5'h° L
DEEP ROOTED, DENSE, DROUGHT SUMP PUMP VAULT WA fER E3 •,r N n,.,,-.. STORM -TRAP DETEN7101U SYsmN1 I�
TOLERANT PLANTING SUITABLE 9 "THICK S�kB W� \ (9'-8° 41N6LE1RAP DE516N)
FOR WELL DRAINED SOIL
VARIES PER PLAN 4,000 PSI CONCRETE R =.�� -
ROW
18" X 18" CATCH BASIN PER PLAN, TG =52.0 5 6kR5 @lib" b.C•
10" MIN. " HARDWOOD MULCH FF a 42.5
?r _V 2 PAO =41 B4
11
III FG =51.2 18" MIN. ENGINEERED SOIL I WT2
II III -1 I I -1 I -1 I I III =1 11 =1 11 =) I I- 'SEE NOTE BELOW SEE 12165 -1
- - - - - - IMPERMEABLE WSQUEEN LINING FOR IMPROVEMENTS I DASHED LINE REPRESENTS -
1 =1 :.:•:.....::: :::: "•.. ::. •:: `:-'..: .: ,. - 3 ° -3/8" GRAVEL FLOOD E�EV. EXISTNG SURFACE
III 12 " -3/4" CRUSHED ROCK FF 56.1' ALLEY FF 57.0'
i I
I
FL =54.8 I
S =.
5 =5456.8 8 I
C =54. _7__ ---1-
14FG�= 5414
FF 57.0'
SECTION A
NOT TO SCALE
NOTE: REtAIVIW4 WALL SNALL BE COWSTULTEO PEI SHEET 51.2
OF PATTEA511� EWGINEE►ZINCt DRAWINGS DATED oc°TO14E12 21L 2015'.
SEE 5MCET 4 PKOVIDEb HEREonI.
(FS =59.0)
TW =58.4 TW =58.7 TW =59.3 2
_ BW =58.4 BW =58.7 BW =57.3
UNIT 2
FF 57.0'
PAD 56.3' FL
F___
.s
x Hp�-57 3
M i .
r
X
ii I
�I x
I � v
L�
(W2
FENCE PER 6.3' 6.3'
SEPARATE PLAN
FF 57.0'
(FS =62.0)
TW =61.9
BW =57.2
N
I �
rs ,o.an u., a,c s• �eea
VIII � oi�i�c--k se s. i n
/III III
APN: 254- 303 -01
umT 1
FF 57.5'
PAD 56.8'
R
R INSTALL POROUS/
PAVER PARKING
10' I 2.0' 3.5' TG =53.5 TC =53.2
FS =53.0 FS -52.7
ALLEY FL =52.2
FLOOD ELEV
FF 56.1'
`1.
•�I`
R
I H 7�1
u,
i
40'
,
y` `M1EP
� Ekis
40'
EXIST. 6" ACP WATER
MAIN PER SDWD W09 -120
TO REMAIN
50'
EXIST. 8" VCP
SEWER MAIN PER LWD
147 -B TO REMAIN
�I
.2
SWMA
REC APRIL 1, 2015
AS DOC # 2015- 0153221
FS =53.2 -
r100 YEAR FLOOD ELEVV,
FF 56.1
n
Q
ALL WORK ON DIANA
STREET & IN ALLEY
SHOWN FOR REFERENCE
ONLY.
SEE IMPROVEMENT PLAN
12165 -1 FOR FOR WORK
IN PUBLIC ROW.
10'
EMRA
REC APRIL 1, 2015
AS DOC # 2015- 0153222
HOLD HARMLESS FOR
DRAINAGE
REC APRIL 1, 2015
AS DOC # 2015 - 0153219
No. 80356
I INSTALL 42" (FG =53.1) I - �! GARAGE FF 53.7' Exp. 12/31/16
i / i�� FIBERGLASS BASIN C -- - -- -- - - -- SAD- 53.3'-- - - - - -t
DECK jff
ISTING RET AINING / //-
3 PERFORATED PIPE _ 20 FF 57 \LL TO REMAIN INSTALL ROCK 1 777-// RIP RAP;/ \l�l/ iil 12 PVC STORM DRAINT•RHTRAP /ll (l /� ///
= =_ III I I _ W/ FlLTER FABRIC ---- - -
PERFORATIONS AT 1HE INVERT - �� l_� SAD -S l \` `l\ \Ill \\ �l \: _ ' RE�AININGT TO BE SIZED BY OTHERS% lll�lll 11 AT 1.0� MIN. PAVERLW � ill 111 l'll1 \ll l` \Ill l l �\ 111 /FOOTING
BE LEVEL AND 4" PERFORATED PIPE TO '' % � �' i i � � �i� i i i i/ i ill ���1 l� l � �l % WALL PER IE OUT =531- le ��
DEPRESSED A MIN. OF 12 " -18" PVC CONNECT TD BROOKS BOX �� �l /�i�ll�l� �� /l ice/ ill /�'��ll� �l� /Jl��l / /��ll /�i�ll�i �l�i �� /ll� SDRSD C -2 IE FIBERGLASS - /� lh��l� I i ,-� ��i��/
SURROUNDING GRADE PER PLAN IMP Afi10 RUN ENTIRE LENGTH OF IMP � /ill /� /%/ l�lT�l i�� /� �%/ ��l h /�l ��l /�l �' (// �l ��l /!i� I! �' HL3 I TO BE SIZED BY OTHERS. NOS. •RIFE• STDRNTRAP •SYSTEM /� �(Q y�
* "ENGINEERED SDIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX 14981 NO MORE THAN 5% PUMP TO DISCHARGE ALL " " ���{,•� CARE 1 >r7�� 6 ER
INSTALL MODIFIED RIBBON 0 I STORMWATER 24 -36
CLAY CONTENT. 1HE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND GUTTER WITH PERMEABLE ' ° ='�- -� dt ASSOCIATES
20 -30% TOPSOIL PAVERS PER DETAIL 7H1S SHEET HOURS AFTER EVENT.��=-� VAULTS SHALL BE SLOPED AT 1.0% MIN. TOWARDS 12" PVC OUIFALL CIVIL EN8INEERiNO+ UND PUNNINB +LAN® AORVEYIN0
IMP BASIN DETAIL �SPEGIAL =11/SPEGTlO/V SECTION B SUMP PUMP VAULT DETAIL Pipe SECTION 535 North Highway 101, Ste A, Selaaa Beach, CA 92095
NOT TO SCALE NOT TO SCALE
l�l %R �RAI C£ ,s�CIUTTC,$ NOT TO SCALE ph 858.259.8212 I fr 955.259.4812 I pleaeagiaeeriag.sam
NOT TO SCALE
REVISIONS APPROVED DATE REFERENCES DA-r� BENCHMARK SCALE AS BUILT °EBB � e" °R8"'"" B" r,�E G�o BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT RAWING NO
I OETtNT101\) SYSTEM 3o I _ CITY OF ENCINITAS CONTROL POINT 'ENC -32' GRADING PLAN FOR:
PER RECORD of SURVEY NUMBER 1a41s. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED .�QO APPROV,eD
NEW uAla. DESIGN 1 FD 2" SD. CO. ENG. DEPT. BRASS DISK SET IN HORIZONAL 1 " =10' �. Z'2•" DAB; •/3�'� 8Y. ivt./1/�a �- BY: 123 IA1�A TRF,ET 12165 ®G
AS -6U►Li K i:- � 1 THE TOP OF EAST CURB OF VULCAN AVENUE - -_ " -- DATE _ MASIH MAHER GLENN PRUIM
200 FEET NORTH OF E STREET 2.5 FEET NORTH R.C.E. N0. 80356
-- OF THE DRIVEWAY INTO THE ENCINITAS CITY. VERTICAL N A
_,_ ADMINISTRATION OFFICES. -�- TY R G LAWSON EXP. 12 -31 -16 DATE: �yllil5 DA1E: � �; �� PLANNING CASE N0: 14 -075 IPM CDP OR A.P.N. #254 - 302 -16 SHEET 2 OF � i
DATUM: NAVD88 ELEV: 92.00
J: \Active Jobs \2107 DUNN \DRAWING \2107 F C -2.dwq PLSA 2107
/
mm
H
v
b5S7L -rl AJG 13A SIAI //COTE.:
R/W
50'
20' 20' 10'
R/W
EROSION CONTROL PLAN
SCALE: 1 " =20'
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
2. STAPLE WIRE FENCING TO
THE POSTS
L
-- Z
m
m
SHEET 3 OF 3
EROSION CONTROL LEGEND
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE PER 4
DETAIL A
GRAVEL BAGS PER DETAIL B OUC]
SILT FENCE PER DETAIL C
HYDROSEED NOTES
1. HIDROSEEp1NG SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THRE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LOS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 BS PER ACRE OF ALYSSUM jCARPET OF SNOW)
6. 1 2 LB PER ACRE OF DIMORPHOOOLECA
7. 1 MS C D E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE 714Et AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2 RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2 THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL 7HE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS 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 PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE 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 THE CITY 1S GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UN71L THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
10, ---- -/ 1. ERO�S)ION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
5' 5' c ` 3/4" MIN COARSE S DIMEN TCON7ROIMPLEMENTED ( G. SILT FENCING FIBEPREVENT S, GRAVELBAGS) ON SITE.
1.5' 6' 25' AGGREGATE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS MANAGEMENT BMP
RUNOFF MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
FILTER TWO LAYERS ®°��/ ��- MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
PROPOSED LANDSCAPING VA FABRIC OFG� VET. I OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2% v� ARSES R- f -, -ES ORIGINAL ENDS 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
GRADE GAP BETWEEN BAGS OVERLAPPED ��-- MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
PROPOSED POROUS PAVERS °e a ACTS AS SPILLWAY 77, ROOF DRAIN DRIVEWAY AND STREET.
1 III EXISTING LANDSCAPING tA ° °• - -`��- 4 IN (10 CM)
PROPOSED 6 "X16" PCC ! ) III_ -III III -_III III =I 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
FLUSH S� EXIS77NG SIDEWALK 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
PROPOSED PCC PAVEMENT 1' MIN., UNLESS OTHERWISE AREA DRAIN 714E WIRE FENCE AND EXTEND IT EXCAVATED SOIL. HA 6-(505 S VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
PECIFIED BY A SOILS ENGINEER INTO THE TRENCH.
SAWCUT LINE EXISTING EXISTING PCC CURB 8c
6" ACP � n" GUTTER SECTION A -A I ADDITIONAL STORMWATER POLLUTION CONTROL BMP
WATER MAIN EXISTING AC �II (II) I`�) NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONT
MAIN PAVEMENT T I I I ll FILTER FABRIC Iy -
TYPICAL SECTION: DIANA STREET f� I) // v - E SHALL SEEPAGE FROM ROUNDERS SHALL BE DISCHARGED INTO RAL STORM BOFF. IKES
/ WIRE SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF
- DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN
NOT TO SCALE TWO LAYERS �� r CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
NOTE: OF GRAVEL WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
BAGS W17H WITH ANY TRASH MATERIAL.
R/W R/W CONTRACTOR TO MODIFIY CONSRUCTTON ENDS DETAIL C• SILT FENCE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
20 ENTRANCE IN THE FIELD AS NECESSARY OVERLAPPED FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
10' 10' NOT TO SCALE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
CONSTRUCT SEDIMENT BARRIER AND OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS
CHANNELIZE RUNOFF TO SEDIMENT DETAIL B: GRAVEL BAGS MATERIAL, CALL THE HAZARDOUS WASTE H071JNE TOLL FREE AT (800) 7114 -1195. FOR
PROPOSED TRAPPING DEVICE NOT TO SCALE INFORMATION ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151.
6 0X16' PCC PROPOSED 6 0X16" \ POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING
FLUSH CURB PCC FLUSH CURB � \ A RECEPTACLES AROUND THE SITE
® ADDITIONAL STORMWATER POLLUTION CONTROL BMP PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
VAR -��IES VVARIES W ° 4 ° e NOTES RELATIVE TO CONSTRUCTION ACTIVITIES LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
r ` Lu ° < ° ° TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES
e • e WIDTH AS REQUIRED REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE
= PROPOSED 6 "X16' 0 ° TO ACCOMODATE SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER AND
PCC FLUSH CURB U ANTICIPATED TRAFFIC STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
- ° ° e e ° e ° GROUND COVER. DO NOT REMOVE TEES OR SHRUBS UNNECESSARILY; 7HEY HELP DECREASE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAIER HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
m 4A e EROSION. FLOW5 AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
=III III- EL e < ° WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
4 ° °a a TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT BARRIER AROUND THE PERIMETER AT ALL TIMES REQUIREMENTS PLEASE CONTACT 7HE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
PROPOSED 4" AC PAVEMENT ° °G ° IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED (760) 633 -2770.
PROPOSED OVER 6" CLASS 11 BASE BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
4" PVC EXISTING 12 PROPOSED POROUS A SOIL. IN91LVIdG QROfESS /O,yq Pf�'Af�DAi7= 1/17/15
19 RADIUS CONTACTORS EMPLOYEES WHO PERFORM CONSTRUC77ON IN THE CITY OF ENCINITAS SHALL
WATER MAIN VCP SEWER PAVERS MIN. 20' MIN PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING BE TRAINED TO FAMIUAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL 4�`� ��R G LA OY 11EVb DDATE•� 3118115
MAIN REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE ht" ti 2�
TYPICAL SECTION. ALLEY Acnvin£s ARE COMPLETE.
THE PROPERTY OWNER S)) AND THE PRIME CONTACTOR MUST INFORM SUBCONTRACTORS ABOUT z
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES, w No. 80356 m PASCO LARET SLITTER
NOT TO SCALE ce Exp. 12/31 /16 & ASSOCIATES
GRAPHIC SCALE 1 ° =20' DETAIL A: CONSTRUCTION ENTRANCE - WASTE MANAGEMENT CML ENGINEERING +LAND PLANNING +LAND SURVEYING
STORED MATERIALS SHALL BE CONTAINf IN A SECURE PLACE TO PREVENT SEEPAGE AND Tab A7� ALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
t MGM[ NOT TO SCALE SPILLAGE. CONTACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, CIV1 P 535 North Highway 101, Ste A, Solana Beach, CA 92075
OF THE RAIN. CONTACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STiCTLY PROHIBITED. OF Cp XF ph 858.259.8212 1 fz 858.259.4812 1 pleaengineering.com
20 0 20 40 60 STORED ON -SITE
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT
DESIGNED BY WBMA BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO
BAK BAK T
DETEWTION S STEM CITY OF ENCINITAS CONTROL POINT 'ENC -32 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED -500 APPRO D EROSION CONTROL PLAN FOR:
NEW WALL ESIG PER RECORD OF SURVEY NUMBER 18416.] ' �'�
AS -BUILT IG 1 } ,( _ THE2TOP .OF . ENG. DEPT. B ASS DISK SET IN HORIZONAL 1 " =10' 2'%6'f`7 DATE. q'13' 15- BY' =� M J" BY: /
200 FEET NORTH OF E STREET 2.5 FEET NORTH DATE -- R.C.E. NO. 80356 MASIH MAHER GLENN PRU/M 123 DIANA STREET '$
OF THE DRIVEWAY INTO THE ENCINITAS CITY. VERTICAL NIA
ADMINISTRATION OFFICES. G LAWSON EXP. 12 -31 -16 T.3 /✓�
DATUM: NAVD88 ELEV.: 92.00 DATE: 4 /11 /15 DATE: PLANNING CASE NO. 14 -075 TPM/CDP /DR A.P.N. #254- 302 -16 SHEET 3 OF a y
J.- \Active Jobs \2107 DUNN \DRA WING\2107 F C -3.dwg
oC
N
(E) RWTO REMAIN,
OUTSIDE SCOPE OF THIS
PROJECT
i_0" 6' -0" 6' -0" 6'_0" 6'_0" 6-0" 6' -0" 6' -0" 6-0" 6' -0" 6' -0" 6'_0" 6_0" 6' -0" 6' -0" 6' -0" 6'-0"
TYP. �TyP'
/ 1 \{ ' _ I (N) GRAD. BEAM W/ (4) # BARS TOP AN
pvl 6'0" O.q /
TYP
� RETAINING
1/811 = 1 1 -011
DO NOT SCALE PLANS FOR CONSTRUCTION
DIMENSIONS. ALL CONSTRUCTION DIMENSIONS
MUST BE VERIFIED WITH THE ARCH. PLANS.
1NALL FOUNDATION PLAN
TABLE 1 DRILLED PIER SCHEDULE
8" SHOTCRETE WALL W/:
REVISIONS
HEIGHT OF A RETAINING
MIN. EMBED INTO
#5 @16" O.C. (H)
'.. )—��3
ti
PIER
WALL SUPPORTED
COMPETENT
VERT.
DETAIL
ID
DIA.
(MAX.)
FORMATIONAL SOIL
REINF
1/2" = 1' -0"
Pi
24 "0
6' -0"
10' -0"
-
2 &5/S1.2
P2
24"0
8' -0"
12' -0"
(8) #7
1 &5/S1.2
P3
24 "0
10' -0"
14' -0"
(9) #8
� RETAINING
1/811 = 1 1 -011
DO NOT SCALE PLANS FOR CONSTRUCTION
DIMENSIONS. ALL CONSTRUCTION DIMENSIONS
MUST BE VERIFIED WITH THE ARCH. PLANS.
1NALL FOUNDATION PLAN
TABLE 1 DRILLED PIER SCHEDULE
8" SHOTCRETE WALL W/:
REVISIONS
HEIGHT OF A RETAINING
MIN. EMBED INTO
#5 @16" O.C. (H)
'.. )—��3
PIER
PIER
WALL SUPPORTED
COMPETENT
VERT.
DETAIL
ID
DIA.
(MAX.)
FORMATIONAL SOIL
REINF
1/2" = 1' -0"
Pi
24 "0
6' -0"
10' -0"
(8) #6
2 &5/S1.2
P2
24"0
8' -0"
12' -0"
(8) #7
1 &5/S1.2
P3
24 "0
10' -0"
14' -0"
(9) #8
1 &5/S1.2
LEGEND
DIRECTION OF SPAN 10
SECTION
sox
CONCRETE WALL PER PLAN
DRILLED PIER PER PLAN f �1
& DETAIL 5/S1.2
PIER DIA.
PER TABLE 1
3" CLR. ��--- SHEET S1.2
TYP. 1! -\
SHOTCRETE WALL
PER PLAN
VERTICAL
REINFORCING
WOOD WALL PER
LANDSCAPE ARCHITECT
2
IER PER PLAN
(N) 8" CMU WALL WC a
ROTODRILL & EPDXY #4 @16" O.C. (V)
0 NOT USE CORE DRILLING #4@24" O.C. (H
DO NOT CUT PIER REINFORCING SOLID GROUT,
SPECIAL INSPECTION Q
\ 8" MIN. _
HARDSCAPE SLAB —.
24" (MIN.)
WALL HORIZ. REINFORCING
3" CONC. k3 (V) @ 12" O.C.
3 (H)x4' @ IT O.C.
3 PIER WALL CONNECTION DETAIL
PIER PER PLA
• 1 ,--43(V) @ 12" O.C.
SHOTCRETE WALL.
WATERPROOFING AND
DRAINAGE PER
CONTRACTOR
24 "0 PIER PER TABLE
95 @ 12" O.C. (V}—,_
3"
„
8" SHOTCRETE WALL W/:
REVISIONS
#5 @12" O.C. (V)
DATE
#5 @16" O.C. (H)
'.. )—��3
STIRRUPS @ 10" O.C.
3 m
/
135 DEGREE HO(s`i S
VERT REINF. PER TABLE 1
IS REQUIRED
OVER LAP MIN 6"
SHEET S1.2, CONT.
THROUGHOUT PIER
5
PIER SECTION
A -A
S1.2
1/2" = 1' -0"
W SHOTCRETE FOR
F a
Ag^
RETAINED HEIGHTS OF 8' OR LESS
,n
i
12" SHOTCRETE FOR WALL
HORIZONTAL
VERTICAL NIA
I
HEIGHT H>8' AND Ha10'
O <
RETAINING WALL PLAN FOR:
123 DIANA STREET
PLANNING CASE NO: 14 -075 TPM /CDP /DR A.P.N. #254- 302 -16
121 �� (`1
1 1 -G
j 3" CLR
x°
CONC. WALL PER PLAN
0 F
i
W
#5 REINF. @TOP
DATE
0
3 STIRRUPS @ 10" O.C.
zo
SHEET S1.2 (4 OF 4)
U)
C•''�
4}#5 REINF. @BOTTOM
3" CLR.
24' ,
�..,,
_PIER
BEYOND
66
GRADE BEAM
SECTION
S-1.2
1/2" = V -0"
SHOTCRETE WALL
PER PLAN
VERTICAL
REINFORCING
WOOD WALL PER
LANDSCAPE ARCHITECT
2
IER PER PLAN
(N) 8" CMU WALL WC a
ROTODRILL & EPDXY #4 @16" O.C. (V)
0 NOT USE CORE DRILLING #4@24" O.C. (H
DO NOT CUT PIER REINFORCING SOLID GROUT,
SPECIAL INSPECTION Q
\ 8" MIN. _
HARDSCAPE SLAB —.
24" (MIN.)
WALL HORIZ. REINFORCING
3" CONC. k3 (V) @ 12" O.C.
3 (H)x4' @ IT O.C.
3 PIER WALL CONNECTION DETAIL
PIER PER PLA
• 1 ,--43(V) @ 12" O.C.
SHOTCRETE WALL.
WATERPROOFING AND
DRAINAGE PER
CONTRACTOR
24 "0 PIER PER TABLE
95 @ 12" O.C. (V}—,_
3"
„
8" SHOTCRETE WALL W/:
REVISIONS
#5 @12" O.C. (V)
DATE
#5 @16" O.C. (H)
-
F'C =4,000 PSI --
3 m
SPECIAL INSPECTION a
DESIGNED BY
IS REQUIRED
CHECKED BY
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT
DRAWING NO.
WOOD WALL PER
LANDSCAPE ARCHITECT
(N) 8" CMU WALL W/:
#4 @16' O.C. (V)
#4 @24' O.C. (H
SOLID GROUT
SPECIAL INSPECTION
HARDSCAPE SLA.
7—
I
'l
'1
i (
)
t1
3" CL
WATERPROOFING AND 7
DRAINAGE PER 1
CONTRACTOR
24.0 PIER PER TABLE 1—�
#7 @12 "O.C.
LE'II -ER OF- P61Z` k S -5In /v Try GRAD6
AAA CcA)sr20CT- KETVAIAAAAC WAS
BY G WILU� DCALY DATEb
A.bv6eA36rt 2.®, zo 1 S OA/ FT L E
WITH 6At /AJ6Ek4A/cs DI"510A/.
F
I
X
19
N
X
a
v
M
SHOTCRETE WALL W/:
#5 @12° O.C. (V)
#5 @16" O.C. (H)
F'C= 4,000 PSI
SPECIAL INSPECTION
IS REQUIRED
_ 3" F Q PER DETAIL 6/S1.2�
NOTE R.
a ROTODRILL & EPDXY CLR
6 CONT. _
EPDXY #5x30 DOWELS INTO DO NOT USE CORE DRILLING 24 A A 0 m 1 I „
_ DO NOT CUT PIER REINFORCING 3 (H) @ 12" O,C 01
IER @ 16" O.C. W/ SIMPSON SET -XP 05 ( r w
CONCRETE WALL PER ICC -ESR -2508 F- U) ;1��fj Z
&REINF. PER PLAN W 0 A V A g m
n 3" CLR. m 0 1 1 O W
F
NOTE: 4 TYPICAL SHOTCRETE WALL REINFORCING J
zN
� O
ROTODRILL &EPDXY
DO NOT USE CORE DRILLING �� p
DO NOT CUT PIER REINFORCING S 1.2 1 /2n = 1''0" AT CO R N E R , —�� 1 m 0
wo
GRADE BEAM Z2CLR. z �
PER PLAN & PER O
DETAIL 6ISt2 FIRST HOOP 2" FROM 3" CLR. I a
EPDXY (4) #5x30" DOWELS INTO F PIER, TYP. � 1 1
PIER AT T &B W/ SIMPSON SET -X TAIL 50.2
PER ICC -ESR -2508
,�— 24 PJ
(3 CLR. SECTION 1
7 GRADE BEAM TO PIER SECTION 2
S-1,2 J 1/2" = 1' -0" 1/2" = V -0" S 1.2 L ( 1/2" = l'-O" S 1.2
IN
24 0
REVISIONS
I
DATE
�
DATE
BENCHMARK
3 m
AS BUILT
DESIGNED BY
DRAWN BY
CHECKED BY
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT
DRAWING NO.
zfr
-
W SHOTCRETE FOR
F a
Ag^
RETAINED HEIGHTS OF 8' OR LESS
s '-"
i
12" SHOTCRETE FOR WALL
HORIZONTAL
VERTICAL NIA
•.
a.
HEIGHT H>8' AND Ha10'
O <
RETAINING WALL PLAN FOR:
123 DIANA STREET
PLANNING CASE NO: 14 -075 TPM /CDP /DR A.P.N. #254- 302 -16
121 �� (`1
1 1 -G
AS- Pi01LT biR+k u N.
x°
0 F
W
DATE
0
xm
SHEET S1.2 (4 OF 4)
U)
,t>
,
_ 3" F Q PER DETAIL 6/S1.2�
NOTE R.
a ROTODRILL & EPDXY CLR
6 CONT. _
EPDXY #5x30 DOWELS INTO DO NOT USE CORE DRILLING 24 A A 0 m 1 I „
_ DO NOT CUT PIER REINFORCING 3 (H) @ 12" O,C 01
IER @ 16" O.C. W/ SIMPSON SET -XP 05 ( r w
CONCRETE WALL PER ICC -ESR -2508 F- U) ;1��fj Z
&REINF. PER PLAN W 0 A V A g m
n 3" CLR. m 0 1 1 O W
F
NOTE: 4 TYPICAL SHOTCRETE WALL REINFORCING J
zN
� O
ROTODRILL &EPDXY
DO NOT USE CORE DRILLING �� p
DO NOT CUT PIER REINFORCING S 1.2 1 /2n = 1''0" AT CO R N E R , —�� 1 m 0
wo
GRADE BEAM Z2CLR. z �
PER PLAN & PER O
DETAIL 6ISt2 FIRST HOOP 2" FROM 3" CLR. I a
EPDXY (4) #5x30" DOWELS INTO F PIER, TYP. � 1 1
PIER AT T &B W/ SIMPSON SET -X TAIL 50.2
PER ICC -ESR -2508
,�— 24 PJ
(3 CLR. SECTION 1
7 GRADE BEAM TO PIER SECTION 2
S-1,2 J 1/2" = 1' -0" 1/2" = V -0" S 1.2 L ( 1/2" = l'-O" S 1.2
IN
24 0
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
AS BUILT
DESIGNED BY
DRAWN BY
CHECKED BY
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT
DRAWING NO.
® ADD SHEET / NEW WALL DESIGN
Ag^
12. Z S
CITY OF ENCINITAS CONTROL POINT 'ENC -32' PER
RECORD OF SURVEY NUMBER 18416. FD 2" SD. Co.
ENG. DEPT. BRASS DISK SET IN THE TOP OF EAST
CURB OF VULCAN AVENUE 200 FEET NORTH OF E
STREET 2.5 FEET NORTH OF THE DRIVEWAY INTO
THE ENCINITAS CITY ADMINISTRATION OFFICES.
DATUM: NAVD88 ELEV.: 92.00
HORIZONTAL
VERTICAL NIA
- ?wAto /Y
PLANS PREPARED UNDER THE SUPERVISION OF
DATE:
R.C.E. NO.
EXP.
-1 o
RECOMMENDED APPROVED
BY.' Fo ��•
MASIH MAHER Foe GLENN PRUIM
DATE: DATE. �2� ��) rJ
RETAINING WALL PLAN FOR:
123 DIANA STREET
PLANNING CASE NO: 14 -075 TPM /CDP /DR A.P.N. #254- 302 -16
121 �� (`1
1 1 -G
AS- Pi01LT biR+k u N.
•Z�.
DATE
SHEET S1.2 (4 OF 4)