2015-12346 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 IS 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 SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL N07ES
1. ALL WORK SHALL BE DONE IN ACCORDANCE K1774 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 AILED "UPDATED GE07ECHNICAL RECOMMENDATIONS PROPOSED
NEW DUPLEX TO BE LOCATED AT 2111 EDINBURG AVE, CARDIFF -BY -THE -SEA, CA"
PREPARED BY ENGINEERING DESIGN GROUP DATED APRIL 16, 2015 AND THE ORIGINAL
LIMI7ED SITE INVESTIGATION TITLED "PROPOSED TWO -STORY DUPLEX OVER BASEMENTS AND
DETACHED GARAGES" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
DATED DECEMBER 16, 2004. ALL GRADING SHALL BE DONE IN ACCORDANCE WiTH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAiD REPORTS.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF-
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNC77ON W17H IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND, REPLACED BY A REGISTERED
CIVIL ENGINEER OR.A LICENSED LAND SURVEYOR.
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
& GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UN77L A PRE - CONSTRUCTION MEETING HAS
BEEN HELD ONS17E WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEEE, THE PRE- CONSTRUCTION
MEETING SHALL BE SCHEDULED WITH 7HE 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 774E CITY ENGINEER MAY IMPOSE
WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12346 -G
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE K1774 THE APPROVED GRADING PLAN
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST 714E EXCAVATION PLACEMENT AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN71L SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL iS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE IMTH SPECIFICATIONS
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE Si7E 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 WITHIN CITY STREET RIGHT -OF -WAY,
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS
SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE.
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WI7H A CITY TREE, IT MUST NOT BE
DISTURBED UNLESS THE PLAN 1S REVISED TO ADDRESS THE TREE REMOVAL.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAiD
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.
A. SEWERS - CSD - (760) 633 -2600
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - SDWD - (760) 633 -2650
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICA71ONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL.
III.
EROSION CONTROL ppA1W SALMDW ( bl4) A Iq- Sl,l.q
1. iN CASE EMERGENCY WORK IS REQUIRED, CONTACT
24 HOURS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15�. ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENi NT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL '
OF THE ENGINEERING INSPECTOR.
4. 771E CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. 714E CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT ME END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP N07ES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAiN SYSTEM.
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED 107HOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE Si7E SHALL DRAIN TO APPROVED BMPAIMP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMPAIMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS 774E FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE iMPABMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPABMP AREA OR
HAVE AN07HER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMPABMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED W11710UT A P MIT FROM THE CITY.
Z THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
& ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS, NON- COMBUS77BLE ROOF 774AT WILL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
ROLLING OF THE DUMPS7ER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CiTY- APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
ENW7RONMENTAL NOTES:
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
Z THE MAXIMUM VERTICAL DEPTH OF CUT IS 10.5 FT AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 0.25 FT
3. A.) AVERAGE DEP7H = VOLUME OF CUT (C.F.) = 4.5 FT
OF CUT AREA OF CUT (SF.)
B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) 0.2 FT
OF FILL AREA OF FILL (S.F.)
EARTHWORK DATA:
845 CUBIC YARDS EXCAVATION (CUT)
25 CUBIC YARDS EMBANKMENT (FILL)
820 CUBIC YARDS EXPORT
150 CUBIC YARDS REMEDIAL
• ESTIMATE DOES NOT INCLUDE S7RIPPINGS UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION, 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.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE OR SWELL FACTORS).
DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
STORMWAIER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION AC71N71ES
CONCRETE WASHOUT
CM7RACTOR 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 STORMWA7ER CONVEYANCE SYSTEM OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THiS SHALL INCLUDE USING MATERIAL
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA ROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE
EROSION CONTROL
ER030V CDATRW MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 714E CONSTRUCTION
SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES
STORMWATER POLLUTION CONTROL BMP N07ES RELATIVE 70 CONSTRUCTION ACTIVITIES CONT.
EROSION CONTROL CONT...
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE
EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED
BY PLANTING FAST- GROINNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE CONTRACTOR SHALL STORE 774ESE PRODUCTS WHERE THEY HILL STAY DRY OUT
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -S17E
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWA7ER FLOWS AND
STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED K77H SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO FAMILIAR MTH THE CiTY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWA7ER REQUIREMENTS AND 774EIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM DUMPS7ERS SHALL BE DISCHARGED INTO STORMWA7ER. BERMSADTKES
SHALL BE PLACED AROUND DUMPS7ERS TO DIVERT THE NATURAL STORM RUNOFF.
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LiDS SHALL REMAIN
CLOSED AT ALL TIMES DUMPS7ERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WiTH IMPERVIOUS ROOFING OR COVERED W17H TARPS IN ORDER TO AVOID RAIN CONTACT
WiTH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SiTE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWA7ER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
(760) 633 -2770.
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.
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING,
LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXIS77NG WATER FACILITY (FIRE HYDRANT METERS, VALVES, VALVE BOXES, ETC.) WHICH iS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FiRE HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS.
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
Z CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE
JANUARY 1, 2010. IN COMPLIANCE WI7H THIS LAW, ME DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
& ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PR07EC71ON IN ACCORDANCE WITH WC -17 OR WC -18.
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 IRRIGAT70N STANDARDS.
Z 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
Z 305 SF
4,055 SF
+1,750 SF
1,750 SF NET NEW TWIN HOME & HARDSCAPE
AS BUILT
BRIAN M. ARDOLINO
R.C.E. NO. 71651
EXP. 12 -31 -1, 4
LEGEND
BOTTOM OF STAIR ELEVATION
S D.R.S.D. _ SAN DIEGO REGIONAL STANDARD DRAWINGS
PROJECT PROPERTY LINE
- -
EXISTING RIGHT- OF- WAYAPROPERTY LINE
FG =
CENTERLINE OF ROAD
-
EXISTiNG EDGE OF PAVEMENT
FF =
h7NSHED FLOOR
PROPOSED PERMANENT BMP AREA (NOT TO BE
GARAGE FINISHED FLOOR
IE =
INVERT ELEVATION
MODIFIED WITHOUT A PERMIT FROM THE CITY)
TOP OF GRATE ELEVATION
TIN =
TOP OF WALL ELEVA 77ON
PROPOSED LANDSCAPING
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
PROPOSED POROUS PAVERS
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORP AIED III PLANS AND SPECIFICATIONS
PROPOSED PCC
?DING
'
PROPOSED AC PAVEMENT
PROPOSED CONTOUR LINE
55
EXISTING CONTOUR LINE
, uG
PROPOSED FLOWLINE
�--
PROPOSED SETBACKS
PROPOSED RETAINING WALL
SAN MARCOS, CALIFORNIA 92069
PROPOSED SITE WALL (NON RETAINING)
760 - 839 -7302
PROPOSED TEMPORARY SHORING WALL
PROPOSED SAWCUT LINE
PROPOSED PCC RIBBON GUTTER
PROPOSED 4" PVC DRAIN PIPE
-
PROPOSED 4" SEWER LATERAL PER WAS SS -01
a S
PROPOSED i" WATER SERVICE PER WAS WS -09
EXISTING 8" VCP SEWER MAIN
- S
EXIS77NG ACP WATER MAIN (SIZE PER PLAN)
PROPOSED 6" AREA DRAIN
ABBREVIATION LEGEND
BS =
BOTTOM OF STAIR ELEVATION
BW =
BOTTOM OF WALL ELEVATION
FS =
FINISHED SURFACE
FG =
FINISHED GRADE
FL =
FLOW LINE
FF =
h7NSHED FLOOR
GF =
GARAGE FINISHED FLOOR
IE =
INVERT ELEVATION
TG =
TOP OF GRATE ELEVATION
TIN =
TOP OF WALL ELEVA 77ON
NITAS FIRE PROTECTION DI
REVIEWED BY-
/
DATE
DrA TE.
wmvcn/rcnm, a nac
I BRA- DLEt- �.- MFl1�STEE
UNDER THE BRADLEY S. MUMMURR ti
P.O. BOX 1131
, 07
SITE ADDRESS
2111 EDINBURG AVENUE
CARDIFF, CA 92007
LEGAL DESCRIPTION
LOTS 45 & 46 & S'tY 2.5 FT
OF LOT 47 BLK 41 TR 1334
A.P.N.:
260 - 412 -33
OR HIS SUCCESSO ,L-� W 417' "I Llirz gj
D 2 2500 I}OOV�e PcE MAR
Dn
NATIDNAL cmr, C* glaso
VICINITY MAP
(T.B.11147 -E7) NIS
OWNER'S CERTIFlC47E
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CML
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 774E IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALk GRADING AC77WTY AND ADVISE OF THE
COMPACTION AND STABILI F THE fE.
BRAD AY FOR ViNG TRUST DA7%
P.O. BOOX X
CAR , CA 92007
SOILS ENGINEER'S CER77RCA7E MZL4rN LMOM FOIL WIFIz
BUIWERy ING. bAr
1, Eawl 9IS1 A REGISTERED CIVIL ENGINEER iN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY 774AT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY iE OR UNDER MY
DIRECTION BETWEEN THE DATES 4-11-14 AND '1 •�s . ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WIN MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER, FURTHERMORE, i
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORP AIED III PLANS AND SPECIFICATIONS
?DING
'
SIGNED:
R E NO.: EiSIZ2
EXP. DATE 9 2011
ENGINEERING DESIGN GROUP
2121 MON71EL ROAD
SAN MARCOS, CALIFORNIA 92069
760 - 839 -7302
IA., 4a 4, t, q7( to ",sin
714E UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGiNEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED BY THE CiTY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE 7ECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
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,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
BRIAN MICHAEL ARDOLINO DATE
RCE No. 71651
PASCO LARET SU17ER & ASSOCIATES
535 N. COAST HiGHWAY 101
SOLANA BEACH CA, 92074
PLSA 2256
O
04ED ]120011rlaTJ_ir:1l:0•u- lralfl9
Vhi- - I
►t
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 fx 858.259.4812 1 plsaengineering.com
PARKS & RECREATION
No. 71651
Exp. 12/31/15
BUILDING PERMIT #
F
BMP STATUS:
STANDARD
i all Q4RmWel7:��7
R E D BY.•
I
!I/3 i
DAW
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED DRBAK CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
BAK 8AK BMA
APPROVAL UPDATE &ND CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, �` PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED SIW APPROV -D TITLE SHEET FOR:
ow"Wt C{NANE�S EAST SIDE HWY. 101, 0.5 MILE NORTH OF nD
CHESTERFIELD HORIZONAL N�
%me
SAOJ z _t� - \, DATE: 10-70-15 BY M E BY. GLENN PRMM 2� 1 EDINBURG AVENUE 12346 -G
�• )
R.C.E. NO. 71651
S VERTICAL N/A ` BRIAN M. ARDOLINO
ELEVATION. 73812' DATUM: NAVD88 EXP. 12 -31 -15 DATE: IZ/10 /IS pq�; /2 // �(f_OQ� Q A.P.N. #260- 412 -33 SHEET 1 OF 6
PREPARED: 312712015 REVISED: 6 2512015 REVISED: 911512015 PLSA 2256
EXISTING 8* VCP-
SEWER PER CS0 7' D(ISING Is ACP WATER
TWI PER SDW0 W.O. 54-22
APN; 260-412-32-00
2 -
W.O. 76-2904
CONSTRUCTION NOTES- NOTES=
INSTALL TWI APN.- 260-412-29-00
TO 11 7.0)-, C TO REMAIN
EXISTING 12s CL- TWI TW=212.2
150 ACP WATER Rip RAP. DAYLIGHT W=2105. 7 (BW=207.51
MAIN PER 17) 1 z I CONSTRUCT RETAINING WALL PER SORSD C-2 1. STORM WATER POLLUTION CONTROL BMPS TO BE PRIVATELY MAINTAINED AND NOT 70 BE MODIFIED WITHOUT A PERMIT FROM THE
auffu PIPE THROUGH IMPROVEMENTS CIT Y.
W.O. 82 -104 70 1 5 WALL, IL' 202;0 .65 TO DUSTING CONSTRUCT RETAINING WALL PER SDRSD C-4
REMAIN .2
7, TNI 4' 3.10) INSTALL 4" PVC SEWER LATERAL PER SORSO SS-01 W1 SEWER LATERAL 2 UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT
1 "'j TC 01.8 2 HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF DUSTING UTILITIES
BW=202V 105"'If CLEANOUT TYPE 6 PER SC-01. CONTRACTOR TO VERIFY IL' ELEVATION
EWE
OF 1PRIOR TO ORDERING MATERALS AND CONSTRUCTION CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN
EXIST PVMT 202. 3.36)
CONSTRUCT f x 3' OPENING IN SITE WALL TO ALLOW DRAINAGE To
ACTUAL LOCATION AND PLAN LOCATION OF U77LMES UPON DISCOVERY OF DISCREPANCY
10 FS- 202.5 PASS THROUGH
EXISTING 112" PIPE SURVEY MONUMENT SHALL BE PROTECTED IN PLACE.
3 ALL EXISTING AND PROPOSED UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND
amm � e�-
FL=21J.J6
(FS=201,05) 16.5' (FS=21J.73) MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND 4. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED.
vlo4 vpAld FS=212.55o 2( SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED
INS-TALL INS OR DESTROYED.
LIMP PAD - 2M42' IE=44.4 DRAIN
PUMP =2 a4S8WMTFI FS=21 COI FULL MOT14 INSTALL 40 PERFORATED PVC DRAINAGE OUTLET PIPE
TG=202.51
, "T
7
WELL j 5i
199.5 ALLAYSMA PfADflAfL
.87 FWT LEM FF - 2nW FS- 212.9 FS=205.5 I " K
I INSTALL 1.5' X 3' RIP RAP, I- THICK WITH BUBBLER OUTLET DEVICE
IN= 1 Fit
am row SHEL
.84 .6 FS=21J.0
.87 .0
COMSPUILl P0AdUS =202.75 EXISTING STRUCTURE RYSB DISTRICT TO INSTALL I' COPPER WATER SERVICE AND DUAL METER FIRE DEPT NOTES--
"CC � wl' 70 BE,DEMOUSHED Fb214.56 PER WAS WS 09, WC-17 AT OWNER'S EXPENSE
PAv 1A S P I A 09rhZ L .10 05.4
4.,
Was Sm9ff
tot 07 04.0
LIGHT WELL �.L&W B.Ol (FS=214.93) EXISTING WATER SERVICE AT OWNER'S EXPENSE UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 1J FEET 6 INCHES CRC
4 DISTRICT TO ABANDON Exis 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN
rrl 503.21
FS=212.55
TC_ a3 1 E=205.5 INSTALL 3' WIDE TRENCH RESURFACING PER CITY OF ENCINITAS
(FS=202.14) ia ice UTILITY TRENCH BACKFILL AND RESURFACING STANDARD 2 FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS
2. _V._OZ 'IJ.6Z '15.0% CONSTRUCT TEMPORARY SHORING WALL PER DETAIL SHEET 4 AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES AMENDMENT 503.2.3
Nw. 260-4V-33 (FS=215.15)
PAD - 22-4Z
1 14.
-rAlL THIS SHWI J. THE GRADIENT FOR A FIRE APPARATUS ROADWAY- THIS GRADE SHALL NOT EXCEED 20%. GRADES EXCEEDING 15% (INCLINE OR
FL= IE=203.5 BASEM99FF�-2MI7 fL=214.78 CONSI)RULl fi10AfTfAlrl0Af &ASIA/ 8RRV PEA #a
INSTALL
.95 FWT LEWL FF - 2nW i DECLINE) ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION.
III Pump ---_TC,=2OJ.66 FS=203.08 TRENCH: DRAW'zo lNSlALL'X-,,WDE PCC
C-4 a
T0=2031 I u"i I RIBBON GUTTER NOTE.- ALL AREA DRAIN AND ROOF DRAIN PIPES MUST
FS-2130 '24.6
IN= IPB.5 -212
1 0 1.0% MIN. DAYLIGHT TO THE BIORETENTION BASINS, NOT DIRECTLY
24' -Al It
05.5 FS=215.3 TO THE STREET OR THE SUMP PUMP
3 205.4
r & 2. 0. (FS=216. 10) to _ FS= 6 FS 210.1 FS=2
52.1
N07E BASIN SUBDPAIN PIPES TO BE SLOPED 70WARD
.85
7
FL- .82 7 2Z5' 25.0'
lO j SUMP PUMP AND TO CONNECT TO SUMP PUMP
4,
D�
(FS=20J. 15)
N '-ww 1 6.3' 4.6' J2.2' 4.3' 51,
IWI
B, (FS=216.44)
W�F,212., F$i*21J.05 x
(bW- IW=2125 FS=2IZ6 PROPOSED
.5 TWI (BIVI IE=20I -(FL=215.88) PROPOSED PCC WALKWAY
TW=212.8 1 .9 'BEGIN ALLEY IMPROVEMENTS. .1 .0 BW=205.7 (81#4 10. 1) 49=244-2 4E=20" !I(BIWI M PCC WALKWAY
.6)) (B1#= 215.9) TRANSITION IMPROVEMENTS ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT (FS=212.2)
BWI BW=2OZ8 SOUTH AS NECESSARY 21110
40' APN- 260-412 4-00 i DUST. WA MEIER RECORDED AuG- .Y, 2015 AS DOCUMENT NO. (FS=208.5) - - - - - - - - - -
APN-260-412-31-00
Ozj TIVI 15- ft ift OF OFFFIC14L RECORD.
20' 20' ,_TO REIM 20
BW=205.7
BWI 7
EDGE OF
EXIST. PWT
a4SEMBYr FF 2017
EXISi1NG PAD - 2"
j
GRADING PLAN GRADE --------- CoNSrRUGT
SCALE. l--10' CONSTRUCT SHORING WALL
SHORING WALL PER DETAIL
PER DETAIL SHEET +
SHEET 4
2.5' 1'1 5.3' 11.5' UVIff OF STARS
ABOVE
INSTALL POROUS
=P PER INSTALL 4" PVC
WWR9? S FS-025 DUN
PIPE
RECOMMEN610ONS IE=202.0
FS=202. 0
INSTALL 6
X 16
INSTALL RETAINING
PCC FLUSH CURB J 1 WALL PER SORSD C-4
BIORETENTION AREA INSTALL 1.5'X 1.5'
PER DETAIL THIS SHEET RIP RAP, I' THICK
NOT TO SCALE
No. 71651
Exp. 12/31/15
VCP SEWER 2 GRIND
AND OVERLAY
EXISTING 12" ACP
INSTALL 6' THICK INSTALL 6" CLASS TYPICAL SECTION - EDINBURG AVENUE WATER MAIN
PCC RIBBON GUTTER Y BASE UNDER PCC CO AC
NOT TO SCALE IF DA%IJ URET SUITER
GRAPHIC SCALE 111=101 & ASSOCIATES
TYPICAL SECTION - RIBBON GUTTER CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NOT TO SCALE 535 North Highway 101, Ste A, Solana Beach, CA 92075
10 0 10 20 30 Aph 858.259.82121 fK 858.259.4812 1 plsaengineering.com
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED By . 7�DRACANK By 7cHECKEC By APPROVALS
I I BAK CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
CITY OF ENCINITAS ENC-41, 2.5" BRASS DISC, D UNDER THE SUPERVISION OF RECOMMENDED GRADING PLAN FOR.
EAST SIDE HWY. 101, 0.5 MILE NORTH OF HORIZONTAL 1" P NS POE7,ARED DATE. :0,4015 BY. _oe APPROVE Z �
CHESTERFIELD. _zlA, LA BY. G
01 ShOd 2111 EDINBURG AVENUE 12346
se-Nora WwLiwo DATE MASH MAHER GLENN PRUIM
VERTICAL NIA TO- 1 R.C.E. NO. 71651
Coll BRIAN M. ARDOLINO EXP. 12-31-15 124110/15 A.P.N. #260-412-33-
-1--lIELEVATION. 73.612' DATUM, NAVDBB It-li. K DATE. DATE: 001 SHEET 2 0771
PREPARED: 312712015 REVISED: 612512015 REVISED: 911512015 PLSA 2256
INSTALL LARGE COBBLE OR
R/W
1.5, 2.8' 1.8, 1.7'
VEGETATION ON OVERFLOW EDGES
R/W
TO ENSURE EROSION DOES NOT DROUGHT TOLERANT 2- HARDWOOD MULCHI
15,
OCCUR TO THE SAIISFAC77ON OF PLANTS ((Ty GRASS COVER OR CITY
Z5' Z5'
THE CITY INSPECTOR AND **!SET PRO QUIVALE7ri
NOTE BELOW
2-0X 2A% 2.0%
ENGINEER OF WORK
2% 014 buWSL lz
6 LINER ON PRIVATE PROPERTY
VARIES
VARIES
SIDE oNLI ag PER (EII
INSTALL 6* X 6'
CONSTRUCT MIN. 4' AC OVER 60
2m GRIND AND
PCC FLUSH CURB
24' LAYER ENGINEERED SOIL
III
CLASS I/ FA
OVERLAY
INSTALL 40 AC
*SEE NOTE BELOW
SECTION TO BE DETERMINED BY
fDX(lS0nNG
OVER 60 FILL OPENINGS IN PAVER
CLASS /I AB UN17S WITH 118 TO J/8'
SOIL ENGINEER BASED ON IN
PAVEMENT
AGGREGATE
2' LAYER OF
SITU R-VALUE TESTING.
EXISTING 4* CONSTRUCT 3' X 6'
SAWCUF
INSTALL 60 X l6p
PCC FLUSH CURB 120 SUB BASE COURSE
318* GRAVEL
EXTEND BASE C
E
RIBBON GUTTER
ACP WATER MAIN PCC RIBBON GUTTER
LINE
LAYER 112- TO 314-
CIVCA 6" LLASS 2 19*19
4' WE COURSE ANGULAR ROCK
j 12' LAYER OF
314 GRAVE;
TYPICAL SECTION ALLEY
LAYER 318- TO 112- 2' BIDDING COURSE LAYER
AGGREGATE 118- TO 318' AGGREG47E
**SEE N07E BELOW
NOT TO SCALE'
NOTE.-
4' PERFORATED PVC SUBDRAJN PIPE
PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS PAVER SECTION
NO LINER NOTE. 4' PIPE SHALL BE CENTERED IN
IF
IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED
BE USED 8MP AND RUN ENTIRE LMTH
SHALL BE CONNECT 70 SUMP PUM OF BMP
P
LOADS OF NOT LESS THAN 75,000 LBS
40'
BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP %WDY LOAM'
20'
20'
PERVIOUS PAVER PARKING AREA TO BE MAINTAINED BY HOMEOWNER PER ENCROACHMENT
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60%
MAINTENANCE AND REMOVAL COVENANT DOC I AQtL- _4'/mI
SAND, 20-30% COMPOST OR HARDWOORD MULCH, AND 20-30% TOPSOIL, FREE OF
I
REC Au&-Y4200
STONES STUMPS ROOTS OR SIMILAR OBJECTS AND ALSO FREE OF NOXIOUS WEEDS
11.5' 125'
24' MIN 3.5's
TYPICAL SECTION - POROUS PAVERS
314' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12m BUT MAY BE DEEPENED
f XISTING
15 28'
TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE
GRADE
NOT TO SCALE
AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
VARIES
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
INSTALL 6' X 16'
AREA DRAINING TO IT. ALL BIORETEN77ON PLANTERS TO BE DEPRESSED AT LEAST 6'
PCC FLUSH CURB
BELOW ADJACENT FINISHED SURFACE
INSTALL POROUS PAVERS
PER MANUFACTURERS
* * *BIORETENTION DROUGHT TOLERANT PLANTS SWILL BE SELECTED FROM APPROVED
RECOMMENDATIONS
3'
PLANT PALETTE AS LISTED IN APPENDIX E OF COUNTY OF SAN DIEGO LOW IMPACT
EXISTING FLOW LINE
INSTALL 6' X 16*
6'_
DEVELOPMENT HANDBOOK.
EXIS71NG AC
P
CC FLUSH CURB
la BIORETENTION AREA DETAIL
PAVEMENT TO REMAIN
INSTALL 4' AC OVER
III
NOT TO SCALE
ExIS®RI 80
6* CLASS If BASE
1
2.5' 1'1 5.3' 11.5' UVIff OF STARS
ABOVE
INSTALL POROUS
=P PER INSTALL 4" PVC
WWR9? S FS-025 DUN
PIPE
RECOMMEN610ONS IE=202.0
FS=202. 0
INSTALL 6
X 16
INSTALL RETAINING
PCC FLUSH CURB J 1 WALL PER SORSD C-4
BIORETENTION AREA INSTALL 1.5'X 1.5'
PER DETAIL THIS SHEET RIP RAP, I' THICK
NOT TO SCALE
No. 71651
Exp. 12/31/15
VCP SEWER 2 GRIND
AND OVERLAY
EXISTING 12" ACP
INSTALL 6' THICK INSTALL 6" CLASS TYPICAL SECTION - EDINBURG AVENUE WATER MAIN
PCC RIBBON GUTTER Y BASE UNDER PCC CO AC
NOT TO SCALE IF DA%IJ URET SUITER
GRAPHIC SCALE 111=101 & ASSOCIATES
TYPICAL SECTION - RIBBON GUTTER CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NOT TO SCALE 535 North Highway 101, Ste A, Solana Beach, CA 92075
10 0 10 20 30 Aph 858.259.82121 fK 858.259.4812 1 plsaengineering.com
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED By . 7�DRACANK By 7cHECKEC By APPROVALS
I I BAK CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
CITY OF ENCINITAS ENC-41, 2.5" BRASS DISC, D UNDER THE SUPERVISION OF RECOMMENDED GRADING PLAN FOR.
EAST SIDE HWY. 101, 0.5 MILE NORTH OF HORIZONTAL 1" P NS POE7,ARED DATE. :0,4015 BY. _oe APPROVE Z �
CHESTERFIELD. _zlA, LA BY. G
01 ShOd 2111 EDINBURG AVENUE 12346
se-Nora WwLiwo DATE MASH MAHER GLENN PRUIM
VERTICAL NIA TO- 1 R.C.E. NO. 71651
Coll BRIAN M. ARDOLINO EXP. 12-31-15 124110/15 A.P.N. #260-412-33-
-1--lIELEVATION. 73.612' DATUM, NAVDBB It-li. K DATE. DATE: 001 SHEET 2 0771
PREPARED: 312712015 REVISED: 612512015 REVISED: 911512015 PLSA 2256
314" MIN COARSE
AGGREGATE
FILTER
FABRIC
,°
a°
°d °
1.0' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A —A
APN.- 260 - 412 -32 -00
—
GRADE
INTERVAL
LESS THAN 2%
100'
2% TO 4%
50'
4% TO 6%
tT
6% TO 8%
25'
BENCHMARK
��ui��0
AS BUILT
DESIB CHEMED BY
APPROVALS
CITY OF ENCINITAS ENGINEERING
DEPARTMENT
i
�.3
CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC,
EAST SIDE H . 101, 0.5 MILE NORTH OF
ELEVATION: 73.612' DATUM: NAW88
111PER
i
�'�`��
PLANS PREPARED UNDER
�.�
BRIAN M. ARDOLINO
,
RECOMMENDED APPROV D
BY: BY:
MASIH MAHE LEN PRUIM
pq 12/10/15 DATE:
EROSION CONTROL PLAN FOR.
2111 E D I N B U R G AVENUE N U E
A.P.N. #260- 412 -33 -00
12346 -G
i
i
�n.l A,k�aLl'� -t0 DATE
�� �L�1'I°l
SHEET 3 OF 6
314" MIN COARSE
AGGREGATE
FILTER
FABRIC
,°
a°
°d °
1.0' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A —A
APN.- 260 - 412 -32 -00
—
<r
EROSION CONTROL PLAN
SCALE: i' =10'
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A
ORIGINAL U�j ® ° d °
GRADE v ° ° ° °
° ° a
°
e ° � a
ti • °
4 44
s a
• °d 4, °
KM20'RADIUS A
IN. 20' MIN
DETAIL A: CONSTRUCTION ENTRANCE
NOT TO SCALE
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
APN-- 260 - 412 -29 -00
15'
� O
•
GRADE
INTERVAL
LESS THAN 2%
100'
2% TO 4%
50'
4% TO 6%
tT
6% TO 8%
25'
BENCHMARK
��ui��0
AS BUILT
DESIB CHEMED BY
APPROVALS
CITY OF ENCINITAS ENGINEERING
DEPARTMENT
DRAWING NO.
�.3
CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC,
EAST SIDE H . 101, 0.5 MILE NORTH OF
ELEVATION: 73.612' DATUM: NAW88
111PER
<r
EROSION CONTROL PLAN
SCALE: i' =10'
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A
ORIGINAL U�j ® ° d °
GRADE v ° ° ° °
° ° a
°
e ° � a
ti • °
4 44
s a
• °d 4, °
KM20'RADIUS A
IN. 20' MIN
DETAIL A: CONSTRUCTION ENTRANCE
NOT TO SCALE
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
APN-- 260 - 412 -29 -00
15'
� O
•
GRADE
INTERVAL
LESS THAN 2%
100'
2% TO 4%
50'
4% TO 6%
tT
6% TO 8%
25'
BENCHMARK
��ui��0
AS BUILT
DESIB CHEMED BY
APPROVALS
CITY OF ENCINITAS ENGINEERING
DEPARTMENT
DRAWING NO.
�.3
CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC,
EAST SIDE H . 101, 0.5 MILE NORTH OF
ELEVATION: 73.612' DATUM: NAW88
HORIZONTAL 1 " =i0'
VERTICAL N/A
�'�`��
PLANS PREPARED UNDER
�.�
BRIAN M. ARDOLINO
THE SUPERVISION OF
DATE: i® zai5
R.C.E. NO. 71651
EXP. 12 -31 -15
RECOMMENDED APPROV D
BY: BY:
MASIH MAHE LEN PRUIM
pq 12/10/15 DATE:
EROSION CONTROL PLAN FOR.
2111 E D I N B U R G AVENUE N U E
A.P.N. #260- 412 -33 -00
12346 -G
6
�n.l A,k�aLl'� -t0 DATE
�� �L�1'I°l
SHEET 3 OF 6
PREPARED: 312712015 REVISED: 612512015
REVISED: 911512015 PLEA 2256
m
IOEM �:c�
!711'1
119 0 M
It
E
<r
EROSION CONTROL PLAN
SCALE: i' =10'
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A
ORIGINAL U�j ® ° d °
GRADE v ° ° ° °
° ° a
°
e ° � a
ti • °
4 44
s a
• °d 4, °
KM20'RADIUS A
IN. 20' MIN
DETAIL A: CONSTRUCTION ENTRANCE
NOT TO SCALE
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
APN-- 260 - 412 -29 -00
15'
� O
•
Ill
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
O INSTALL STORM DRAW INLET PR07EC71ON PER CALIFORNIA
STORMWATER QUALITY ASSOCIA71ON STORMWATER BEST
MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP
HANDBOOK) FACT SHEET SE -6 & SE -10, DI PR07EC77ON TYPE 3
WITH GRAVEL BAGS; SEE DETAIL.
O2 INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1
O INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE
WITH SCREENING
® INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP
HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED)
O CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH
CASQA BMP EC -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO
FORECASTED RAIN EVENT.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2 STAPLE WIRE FENCING TO
THE POSTS.
77S
�4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC Q/
WIRE _
DETAIL C: SILT FENCE
NOT TO SCALE
BAGS
Q3
ao
J
1 m
z�
W.
MAVR SAO ROW SPACAG TABLE
GRADE
INTERVAL
LESS THAN 2%
100'
2% TO 4%
50'
4% TO 6%
tT
6% TO 8%
25'
BENCHMARK
SCALE
AS BUILT
DESIB CHEMED BY
APPROVALS
CITY OF ENCINITAS ENGINEERING
DEPARTMENT
DRAWING NO.
�.3
Ill
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
O INSTALL STORM DRAW INLET PR07EC71ON PER CALIFORNIA
STORMWATER QUALITY ASSOCIA71ON STORMWATER BEST
MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP
HANDBOOK) FACT SHEET SE -6 & SE -10, DI PR07EC77ON TYPE 3
WITH GRAVEL BAGS; SEE DETAIL.
O2 INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1
O INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE
WITH SCREENING
® INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP
HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED)
O CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH
CASQA BMP EC -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO
FORECASTED RAIN EVENT.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2 STAPLE WIRE FENCING TO
THE POSTS.
77S
�4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC Q/
WIRE _
DETAIL C: SILT FENCE
NOT TO SCALE
BAGS
Q3
ao
J
1 m
z�
W.
MAVR SAO ROW SPACAG TABLE
GRADE
INTERVAL
LESS THAN 2%
100'
2% TO 4%
50'
4% TO 6%
40'
6% TO 8%
25'
DETAIL D: GRAVEL BAG CHEVRONS
NOT TO SCALE
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE PER DETAIL A
GRAVEL BAGS PER DETAIL B 000
SILT FENCE PER DETAIL C X
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE 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 774E MATERIAL AS APPROVED
BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OP77MUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
5. 3 8S PER ACRE OF ALYSSUM {CARPET OF SNOW)
6. 1� LB PER ACRE OF DIMORPHOLECA
WHE111TTTREEEEEEE THE APEA BEING HYDROSEEDED ISONOT VISIBLOMITTED R ITTHER AAPUBLIC
STREET OR RESIDENTIAL STRUCTURES.
8. 17EM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSI7E 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 774E 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 17EM 1 ABOVE.
B. COND1770NING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY
1. ADJUS77NG 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.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
CENT PROPER77ES IS ANTICIPATED AS A RESULT OF ANY
ETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
ITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
JACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
'UBMITTED TO THE CITY IS GROUNDS FOR A STOP —WORK TO
UNTIL 774E REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL N07ES
WENT
2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. OCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE — FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
No. 71651
Exp. 12/31/15
DETAIL B: GRAVEL BAGS
NOT TO SCALE
ff
GRAPHIC SCALE 1"=10'
10 0 10 20 30
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND VURVEYING
535 North Highway 101, Ste A, Solana Beach, . ^.A 92075
ph 858.259.8212 1 fr 858.259.4812 1 plsaengineering.com
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
AS BUILT
DESIB CHEMED BY
APPROVALS
CITY OF ENCINITAS ENGINEERING
DEPARTMENT
DRAWING NO.
K BAK
CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC,
EAST SIDE H . 101, 0.5 MILE NORTH OF
ELEVATION: 73.612' DATUM: NAW88
HORIZONTAL 1 " =i0'
VERTICAL N/A
�'�`��
PLANS PREPARED UNDER
�.�
BRIAN M. ARDOLINO
THE SUPERVISION OF
DATE: i® zai5
R.C.E. NO. 71651
EXP. 12 -31 -15
RECOMMENDED APPROV D
BY: BY:
MASIH MAHE LEN PRUIM
pq 12/10/15 DATE:
EROSION CONTROL PLAN FOR.
2111 E D I N B U R G AVENUE N U E
A.P.N. #260- 412 -33 -00
12346 -G
6
�n.l A,k�aLl'� -t0 DATE
�� �L�1'I°l
SHEET 3 OF 6
PREPARED: 312712015 REVISED: 612512015
REVISED: 911512015 PLEA 2256
TEMPORARY SHORING GENERAL NOTES
GENERAL
1. 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 IS OBTAINED FROM THE ENGINEER,
2. THE DESIGN IS BASED ON THE 2013 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING &
SHORING MANUAL, JANUARY 2011, PAGES 10 -1 TO 10 -42 CALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE
REFERENCE, MINIMUM SURCHARGE OF 100 PSF HAS BEEN USED IN THIS DESIGN TO ACCOUNT FOR NORMAL TRAFFIC
LOADING. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF "H" FEET (WHERE "H"
EQUALS THE HEIGHT OF THE RETAINED EARTH) FROM THE BACK OF LAGGING.
3. TEMPORARY SHORING ARE CONSTRUCTED AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE
PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY
UNDERSTOOD THAT THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO
SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING LOADS
PRESCRIBED BY THE BUILDING CODE.
4. THE SOIL ENGINEER SHALL OBSERVE EXCAVATIONS, PILE PLACEMENT AND BACKFILLING
SOILS CRITERIA
REPORT BY: ENGINEERING DESIGN GROUP
SAN MARCOS, CA
REPORT NUMBER: JOB NO 155461 -1
REPORT DATE: APRIL 16, 2015
EQUIVALENT FLUID PRESSURES:
ACTIVE PRESSURE: 35 PCF
PASSIVE PRESSURE: 300 PCF
MAX PRESSURE: N/A
STRUCTURALSTEEL
1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A992
2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
CONCRETE
1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND THE
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH
MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS.
2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF fc 3000
PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE).
3. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP
SHOWN IS THE MAXIMUM (INCHES).
ITEM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP
A. CAISSON 2,500 PSI 3/8" 6-
wmmki
TIMBER
1. ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) OR HEM -FIR PRESSURE TREATED, AND SHALL BE GRADE
MARKED #2 OR BETTER.
CONSTRUCTION PROCEDURES
1. 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 2,500 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE BOTTOM OF THE
PROPOSED EXCAVATION.
1.3A °STIR N STUFF" METHODS MAY BE USED IN PLACE OF THE 2500 PSI CONCRETE TOE. RAW
SACKS OF CEMENT (MIN. 3 SACK MIX) SHALL BE BLENDED WITH SOIL AND WATER WITHIN
THE HOLE TO CREATE A CONCRETE SLURRY IN THE TOE SECTION.
1.4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM OF THE PROPOSED EXCAVATION TO EXISTING GRADE.
2. LAGGING PLACEMENT:
2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS.
2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED
INSURING BEARING BETWEEN THE CUT SOIL & WOOD LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED
SOIL, SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS.
2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 1" MAXIMUM, PACK GAPS WITH
NON- SHRINK GROUT:
3. EXCAVATION MONITORING:
3.1 THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO EXCAVATION AND THAT THE TOPS OF THE
SOLDIER BEAMS SHOULD BE SURVEYED ON A WEEKLY BASIS UNTIL THE PERMANENT RETAINING WALL (PER
OTHERS) IS BACKFILLED TO THE DESIGN GRADE. THE SURVEYED SOLDIER BEAM DATA POINTS SHOULD BE
LOCATED AT APPROXIMATELY 50 FEET ON- CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT
EXCEEDS 1/2 ".
12 PRIOR TO DRILLING ACTIVITY BEGINS, THE CONTRACTOR SHALL COMPLETE LOGS OF EXISTING IMPROVEMENTS
THAT OCCUR WITHIN 100 OF THE SHORING SYSTEM AND A LICENSED SURVEYOR SHALL DOCUMENT ALL
EXISTING CRACKS.
3.3 SURVEY MONUMENTS SHALL BE ESTABLISHED ON ADJACENT IMPROVEMENTS THAT EXIST WITHIN A HORIZONTAL
DISTANCE (MEASURED FROM THE FACE OF LAGGING) EQUAL TO THAT OF THE RETAINED EARTH HEIGHT. THESE
MONUMENTS SHALL BE MONITORED FOR BOTH VERTICAL AND HORIZONTAL MOVEMENT. SHORING ENGINEER
SHALL BE NOTIFIED IF MOVEMENT EXCEEDING %" OCCURS.
NDERGROUND SERVICE ALERT
CALL: TOLL FREE
1 -800
422 -4133
ITWO WORKING DAYS BEFORE YOU DIG'
SHEET INDEX
SH -1 - TEMPORARY SHORING GENERAL NOTES AND DETAILS
SH -2 - TEMPORARY SHORING PLAN AND SCHEDULE
SH -3 - TEMPORARY SHORING ELEVATIONS
— SOIL
RETAINED
of
Lu
\/
/
w \//
®
U>
w
d
cnWi
v
LEAN CONCRETE
PICA
SH -1 SCALE; NITS
3x12 LAGGING PER
ELEVATION
SOLDIER BEAM PER
SCHEDULE
x
r
z
z
w
J
v
F_
c:
z
LL
z
LL
c
LL
ix
2
LL
w
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0
2
SH -1
L)
w
d
\\
\\
LEAN \'
CONCRETE
PER NOTES
STRUCTURAL
CONCRETE
PER NOTES
Lu
\\
Lu
\\
U
U)
w
w
d
LAGGING PER
PLAN &
ELEVATION
t
EMBEDMENT
ELEVATION PER
SCHEDULE
BOTTOM OF
EXCAVATION
SOLDIER BEAM PER
SCHEDULE
CAISSON PER SCHEDULE
ft = PER NOTES)
TYPICAL CANTILEVER SECTION
SH -1 SCALE: NTS
* 5NoRINb Disl &W REVIEWED hND
APPROVED SY ESGIL CORPoaATIoO
AS PC il IS -1843
L
No. 4363
EXP.6130 /16
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESDVEO BY oDV ev cHHLEO ev APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTIVIENT DRAWING- NO
" CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV
HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. �j
HORIZONTAL NOTED ir°l'it ° "" DATE:09 -10 -15 BY: �1•M BY: /
(aIho DATE • NO. 9363 MASIH MAHER GLENN PRUIM 2111 EDINBURG AVENUE 12346 -G
VERTICAL NOTED Uk 7KSt HAMID LIAGHATA
EXP. 06 -30 -16
ELEVATION: 73.612' DATUM: NAVD68 op (.'SvlQi DATE: 12/10/15 DATE: �Z / .+i A.P.N. #260 - 412 -33 -00 SHEET 4 OF 6
SOLDIER BEAM PER
SCHEDULE, TYP.
-01, O.C.
WOOD LAGGING
=—X
SLOPE BY OTHERS,
TYP
1,
I
WOOD LAGGING
PER DETAILS
Sf —2 J SCALE: 1811 ° 1e On
L
No. 43 a=
EXP, 6130116 +�
SH-21
kovo) vvv--rvvv Fax. kozio) ovv--rvv1
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
AS BUILT
DESDv
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
DV
HL
S• a,c
CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE
HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD.
ELEVATION: 73.612' DATUM :NAVD88
HORIZONTAL NOTED
VERTICAL NOTED
i
��� -16
PLANS PREPARED UNDER THE SUPERVISION OF
• DATE: 09-10-15
NO. 4363
HAMID LIAGHAT EXP.06 -30 -16
RECOMMENDED APPROV D
BY: ,v►- �.e� -- aY: ��
MASIH MAHER GLENN PRUI
DATE: IA1101/-S DATE: / / /! //J
2111 EDINBURG AVENUE
A.P.N. #260- 412 -33 -00
12346 -G
AeM
'U001 �%swo DATE
JAZ 111*16
VA, %L.ds1• 101
-
SHEET 5 OF 6