2015-12448 G (Plans)RIGHT OF WAY NOTE 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
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS
LEAST 48 HOURS OU S PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF
RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA
DRAINAGE NOTE 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
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY
TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT REMOVAL.
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND, 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
GENERAL NOTES THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 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
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD SAID UTILITIES STRUCTURES PRIOR ANY EXCAVATION, FOR VERIFICATION AND
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY A. SEWERS - ENCINITAS SEWER - (760)- 633 -2770
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT - 633 -2770
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION SINGLE FAMILY D. TELEPHONE - SBC BELL - (760) -489 -3411
RESIDENCE REMODEL 2441 MONTGOMERY AVENUE" PREPARED BY CHRISTIAN WHEELER E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
DATED APRIL 15, 2015, PROJECT #CWE- 2140042.02 SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DO IN ACCORDANCE WITH THE RECOMMENDATIONS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
AND SPECIFICATIONS CONTAINED IN SAID REPORT. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT (760)- 533 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
PLANS. 10 REJECTION AND REMOVAL.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE EROSION CONTROL
GRADING.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONT 16�E� 158'439 441;
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 24 HOURS A DAY.
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
EXISTING PRIOR TO GRADING. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN PAIN IS
IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED IMMINENT.
CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE UNSAFE.
PRE- CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON,
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEEF
MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 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
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.12448 -G STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE
GRADING OPERATION. AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR STORM DRAIN SYSTEM.
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND 2, GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
USE. BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
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 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF
INSTALLED. AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND ALTERED WITHOUT A PERMIT FROM THE CITY.
OBJECTIONABLE MATER{ ,L SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL OBTAINED.
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL g ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
IN STRICT ACCORDANCE WITH SPECIFICATIONS. STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED
OIL.' GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE REQUIRED FOR THIS STRUCTURE.
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE ENVIRONMENTAL DATA
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 15%
SUCH MATERIAL. 2) MAXIMUM VERTICAL DEPTH OF CUT = 9.7'
3) MAXIMUM VERTICAL DEPTH OF FILL = 2'
4) AVERAGE DEPTH OF CUT = 325 C.Y./2631 S.F. x 27 = 3.3 FT
5) AVERAGE DEPTH OF FILL = 10 C.Y. /200 S.F. x 27 =1.35 FT
EARTHWORK:
CUT = 325 C.Y. FILL = 10 C.Y.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
EXPORT = 315 C.Y.
LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
REMEDIAL = 125 C.Y. ( AFTER EXCAVATION AND EXPORT, +I- V REMOVAL AND
TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS)
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
OVEREXCAVATIONS, IF REQUIRED BY SITE CONDITIONS.
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
COMMENCEMENT OF WORK.
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
(760) 633 -2770.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SAN DIEGUITO WATER DISTRICT NOTES:
SHRINKAGE AND SWELL FACTORS).
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
SOILS ENGINEER IN FIELD DURRING EXCAVATION.
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
ACT_IVITFES
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT,
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
s.�s
CONSTRUCTION SITE ACCESS
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
PANELS /PLATES.
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
CONSTRUCTION VEHICLES
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
DIEGO GAS AND ELECTRIC VAULTS.
EROSION CONTROL
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
WAYS.
SURFACES ESPEr.IALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
EROSION RESIT FANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
GROUND COVI'.R VEGETATION, AND BONDED FIBER MATRIX.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN
NO EXCAVAT' DN AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS
PARTS.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF
LANDSCAPING
THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
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
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
ORDINACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
SHIELD AND BIND THE SOIL.
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN
OCTOBER 1 AND APRIL 15.
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
SOILS ENGINEER'S CERTIFICATE
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
{?►KJ1f!^
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
`A- 1S' `I
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES
THIS SITE WAS �^ E_ BY ME OR UNDER MY DIRECTION ON ) AND FOR AN
SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER
�
UPDATE ON �. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE C:?VERED OR PROTECTED
FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THES'-- GRADING
BARRIER AROUND THE PERIMETER AT ALL TIMES.
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
TRAINING
SPECIFICATIONS.
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
SIGNED: FFSStpy4��
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE
RCE NO.: 36 ti
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER
����1
N®, 360
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
EXP. DATE: C7
Exp, 6466
WASTE MANAGEMENT
CWE PROJECT NO. 2140042.02
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
r� Ok�Nkf P
UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE CHRISTIAN WHEELER ENGINEERING
GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
3980 HOME AVE.
PROHIBITED.
SAN DIEGO, CA 92105
619- 550 -1700
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM THE RECOMMENDATIONS IN THIS REFERENCED REPORT TITLED REPORT OF
RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL PRELIMINARY GEOTECHNICAL INVESTIGATION SINGLE FAMILY RESIDENCE REMODEL
REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN
2441 MONTGOMERY AVENUE ENCINITAS CALIFORNIA, DATED APRIL 15, 2014 ARE TO
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID BE INCORPOATED INTO THIS PLAN FOR THE GRADING AND IMPROVEMENT THE
RAIN CONTACT WITH ANY TRASH MATERIAL.
SITE.
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
AS - f)t IvT
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
P
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE.
'�►=
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR I v "'TRUCTIO T
IMPERVIOUS AREA AFTER CON - :4'BB�JSQFT
INCREASE IN IMPERVIOUS AREA r44SQFT SOS2-
IMPERVIOUS AREA REPLACED: 267
L>858-313 SITE ADDRESS
pt y°aOyilRilFJ, �1G, 2441 MONTGOMERY AVENUE
TICDtuM 44. CARDIFF, CA 92007
APN: 261 - 112 -05
ica e/. 92.IZ�
-#S2.3
LEGAL DESCRIPTION
LOTS 37 & 38 IN BLOCK 10
OWNER'S CERTIFICATE MAP NO. 1298
IT IS AGREEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
IT IS FURTHER AGREED THAT THE (OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITTIONS TO THESE PLANS WHICH THE CITY ENGINERER
DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER
COMPLETION OF THE IMPROVEMENTS.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SITE.
DATE: �•I6. d
SIGNATURE:
-cos Fd R t4TER.'T P F JV fP6ltrlC -5 , I uG.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER
AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT
ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS
CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR
ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMN.FY 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 TH;7 ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING
OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE
GREGORY A. CAUDILL
GAC ENGINEERING AND LAND SURVEYING
41993 VIA RENATE
TEMECULA, CA 92591
760 - 594 -4889
DATE: At-3-)&
ENOMMS
`b
PAaR7C
OCEAN
�r >> i i r..-•
OR
UVAIIERY A W
DE LA
VICINITY MAP
NTS
7NQMAS BROS 1187 -E4
BMP PROJECT STATUS
STANDARD
(2-20-1c)
ASSI CyIkt PATE
C -404)37 EXp 1y -31 -2r
FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
DATE
Z1Z_%L
Y vo
SICN DO SIGN DATE SIGN DATE
f CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRIk: T APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
GAC GA A
thaw S w S.6 G SNJ PLANS PPEPARED UNDER SUPERVISION OF RECOMMENI,7ED:S APP GRADING PLAN FOR:
DESCRIPTION: ENC. OC -136, POINT 1042 DATE: 06 -22 -15 1�',� ��- 2441 MO�VTG011�ERYA VE
A - u 1 6T ,� LOCATION: HWY 101 BRIDGE S/0 SAN ELIJO HORIZONTAL: 1 " =10' MASIH MAHER GLENN PRUIM 12448 -G
RECORD FROM: LAGOON, ON WING WALL. �i ENGINEERING/ PUBLIC WORKS DIRECTOR
ELEVATION: 16.938 VERTICAL: N.A. wjY� R.C.E. NO.: C -60957
" DATUM: NAVD88 ENC. CONTROL SURVEY GREGORY A CAUDILL `�
EXP. 12 -31 A �® DATE DATE 14 -214 MPIDR SKEET 1 OF 4
DATE 06 -22 -15 RENSIONS• 1 -22 -16
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SPECIAL NOTES:
1IT SDWD TO UPGRADE TO DUAL 314" RESIDENTIAL METER WITH 1" FIRE SERVICE METER
AT OWNERS EXPENCE. 1" COPPER WATER SERVICE EXISTING,
2 EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN SAND.
REINFORCED WITH NO. 3 BARS ® 1B" O.C. BOTH WAYS @ MID POINT OF SLAB. USE
520 -2500 CONC. CONCRETE JOINTS AND PAVERS PER ARCHITECT PLAN.
31 OWNER /CONTRACTOR IS RESPONSIBLE IN THE FIELD TO SHORE UP ALL EXISTING
PROPERTY LINE RETAINING STRUCTURES AND INSURE INTEGRETY OF THE EXISTING
ADJACENT FOUDATIONAL MATERIAL AND ADJACENT GRADES DURRING THE
OVEREXCAVA17ON AND RECOMPACTION PROCESS. OBTAIN RECOMMENDATIONS FROM
GEOTECHNICAL PRIOR TO START OF CONSTRUCTION.
Rl BUILDING DOWN SPOUTS TO BE DIRECTED TO VEGETATED TREATMENT BMP BASINS
PRIOR TO MERGING WITH PUBLIC STORM WATER FLOW.
50. WATER SERVICE TO BE EXTENDED FROM RELOCATED NEW 1" SERVICE DUEL METER
IN MONGOMERY AVE. TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" COVER
(MIN.) AND AS REQUIRED BY THE CITY OF ENCINITAS.
SEWER LATERAL TO BE EXTENDED FROM EXISTING CLEANOUT IN MONTGOMERY AVE.
TO NEW RESIDENCE WITH 4" DIA PVC (SDR 35 MIN) AT 2% SLOPE WITH MIN. COVER
OF 4.0' MIN. AT PROPERTY LINE, AS REQUIRED BY THE CITY OF ENCINITAS.
7❑. PRIOR TO CONSTRUCTION, EXISTING ON SITE STRUCTURES, CONCRETE PAVEMENT,
WALLS, PLANTER, LANDSCAPING AND ALL OTHER ITEMS LOCATED WITHIN THE LIMITS OF
THE NEW DEVELOPMENT AS SHOWN HEREON SHALL BE DEMOLISHED AND REMOVED
FROM SITE. CONTRACTOR TO VERIFY SPECIFIC REMOVALS WITH THE OWNER.
CONTRACTOR TO OBTAIN A DEMOLITION PERMIT FOR ALL STRUCTURES SHOWN
HEREON TO BE DEMOLISHED.
9❑. CONSTRUCT PCC DRIVEWAY MIN. 5 112" THICK ON 3" CLASS II BASE COMPACTED
TO 90% MAX DRY DENSITY, ULESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED
ON OBSERVATIONS IN THE FIELD.
IM PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT
PERMIT FOR ALL WORK TO BE PERFORMED IN THE MONTGOMERY AVE RIGHT OF WAY.
11 ALL UTILITIES TO THE SITE TO BE INSTALLED UNDERGROUND.
1n A.C. PAVEMENT SECTION - 41N A.C. ON 61N. CL2 A.B. SAW CUT AND PAVE TO
MATCH EXISTING PUBLIC IMPROVEMENTS IN PUBLIC R/W AND EXISTING ON SITE
PAVEMENT TO REMAIN.
i[3] STORMDRAIN PIPE TO BE 4" PVC (SDR 35 MIN.) ® 1.0% MIN SLOPE.
14 NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT SITE
i TEMPORARY BACK CUT SLOPES SHALL CONFORM TO RECOMMENDATIONS IN THE
GEOTECHNICAL REPORT FOR THIS PROJECT, AND MEET CAL OSHA SAFETY STANDARDS.
TEMPORARY SHORING SHALL BE LOCATED PER THIS PLAN AND DESIGNED TO MEET
SPECIFCATONS INCLUDED IN THE GEOTECNICAL REPORT FOR THIS PROJECT.
[1�6 INSTALL 4' WIDE TRAFFIC RATED GRATE DRAIN BY NOS
iQ ENHANCED PALING FINISH COLOR AND TEXTURE PER ARCHITECT SPECIE -ICA7TONS. THE
S7RUC7T/RAL SECTION AND PREPARATION OF SUB GRADE SHALL BE PER SOILS
ENGENEERING RECOMENDA TONS.
I
FIB CONSTRUCT SDRSD C -13 RETAINING WALL. REMOVE TEMPORARY SHORING PER
SECTION DETAIL A -A. RE- COMPAC7RETAINING WALL F0077NG FOUNDATIONAL MATERIAL
TO 90.x' MAX DRY DENSITY UNLESS OTHERWISE SPECIFIED By SOILS ENGINEER IN THE
FEILD.
PL
SITE
7.5'
VARIES
3.3% MIN
115'
4" A.0 OVER 6" CLASS II A.B. 6" THICK P.C.C. RIBBON GUTTER
OVER 6" CLASS II A.B.
NOTE:
CONSTRUCTION MATERIALS SHALL CONFORM
TO THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, CURRENT EDITION
FI-21 TYPICAL SECTION ALLEY
NOT TO SCALE
INSTALL 6 "WIDE X 16" DEEP INSTALL 6 "WIDE X 16" DEEP
-PCC FLUSH CURB __ _ _ Dill" ci I icu n# i0o
F.S.
PAl
F.S. 2.5 2.5 5.9
E OUT . J F.S.
BMP PLANTER IE OUT
125.75 `` a BIO RETENTION DETAIL SHT 3 .125.75
SECTION D -D
SCALE 1 " =10'
CHANGE NO. DESCRIPTION
($EVSED 3 ElCiaiyr G. E. PL,
DATE 06 -22 -15 REWSIONS• 1 -21 -16
NOTES 14 -214 CDP•
1. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THE PROJECT THE DEVELOPER SHALL SUBMIT TA AND
RECIEVE APPROVAL FROM THE ENGINEERING SERVICES DIRECTOR FOR THE PROPOSED
HAUL ROUTE.
2. PRIOR TO ANY WORK BEING PERFORMED IN THE PUBLIC RIGHT OF WAY, A RIGHT OF
WAY CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE ENGINEERING SERVICES
DIRECTOR AND APPROPRIATE FEES PAID, IN ADDITTION TO ANY OTHER PERMITS
REQUIRED.
3. ALL PROPOSED UTILITIES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND
INCLUDING EXISTING UTILITIES.
4. ALL BMP'S ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT TO BE
MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY.
5. MODIFICATION OR REMOVAL OF THE STORM WATER POLU77ON CONTROL FACILITIES
WITHOUT A PERMIT FROM THE CITY IS PROHIBITED.
6. THE EXISTING SURVEY MONUMENTS PROTECTED IN PLACE. IF ANY MONUMENT IS
DISTURBED OR DYSTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR
AND A CORNEER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY
PRIOR TO RELEASE OF SECURITIES.
HARDSCAPE WALKWAY
3" THICK PCC
REMOVE EX. PL WALL
4" CONCRETE CURB FL
FL ® 1.07c. PER SPECIAL NOTE.
LIMITS 2ND FL
L& 9.0:
BEG. VEGETATED SWALE PER
VEGETATED PLANTER BOX WITH
SUBDRAIN OUTLET. STORM WATER
POLLUTION CONTROL BMP.
PER D�jAIL SH
F
INSTALL f
PER SDR`.
POLLUTION
A - VFGFSATFr
3' PUSLZC PAfiXrA/G EASC T�
PC-it 00c. ao15- p��G3s3 o ro u-
i "Q-0 DUE f0 FXCLO CHAAI ")
VEGETATED PLANTER BO V
SUBDRAIN OUTLET. STORM )
POLLUTION CONTROL BM
I vow nviv II.viv i r VL Dmr.
yE_GETATED 810-RETENTION AREA
92$ F BOTTOM ELEV. 128.0
ERFORATED PIPE IE OUT 125.75
PER DETAIL SHT3
a I3\ MP PLANTER
BIO RETENTION DETAIL SHT 3
SECTION E -E
SCALE 1 " =10'
APPROVED DATE BENCHMARK
W -
�,� DESCRIPTION: ENC. OC -136, POINT 1042
LOCATION: HWY 101 BRIDGE S/0 SAN EL
RECORD FROM: LAGOON, ON WING WALL.
ELEVATION: 16.938
DATUM:NAVD88 ENC. CONTROL SURVEY
EXISTING PALM TO BE REMOVED PER SPECIAL
ERMIT AND REPLACED WITH ONE TREE LOCATED IN
VEGETATED PLANTER BOX ON THE MONTGOMERY A
PROPERTY FRONTAGE PER TREE NOTES SHT 3.
BOT STEP 13(
CONCRETE ST
REMOVE EX. PL WALL
INSTALL 4" CONCRETE CURB FL
CI ,a. 1 nW DCD QDCnIAI AInT 2
`,PATIO AREA
rr_ 190 o IE 129.06
IE 126.5
EX. MASONRY WALL
PROTECT IN PLACE
1`1 11.6 AVIIIIIJM MgTt-% 61tli
.INSTALL 5 "WO& v 16" ncco
�H -C-UR& ® E.P.
STORMWATER POLLUTION CONTROL BMP'S, TO BE
PRIVATELY MAINTAINED AND NOT TO BE MODIFIED
WITHOUT A PERMIT FROM THE CITY. --n
EX. A.C. PAVEMENT AT F.L.
PROVIDE TRANSITION TO
EX. A.C. PAVEMENT AT F.L.
ROUGH CONC. APRON
MATCH EXISTING
FEMP. CONSTRUCTION FENCING
PROVIDE TRANSITION TO
EX. A.C. PAVEMENT AT F.L.
LIMITS EXCAVATION
LEGEND:
BOUNDARY.'
ORIGINAL LOT LINE LOT 10: -
EXISTING CONTOUR:
PROPOSED CONTOUR: RE
STORMDRAIN: 41N PVC SB
INLET: 41N ATRIUM GRATE BOX:
12'1 BOX INLET BY NOS:
3' WIDE VEGETATED SWALE O
WATER QUALITY TREATMENT AREA:
VEGETATED BIO- RETENTION
WATER QUALITY TREATMENT AREA
MASONRY RETAINING WALL: SDRSD C -3, C -5
ENHANCED CONCRETE: ° 4`
COBBLESTONE DISIPATER PER DETAIL SHT 3:
4" WIDE TRAFFIC RATED GRATE DRAIN BY NOS:
REMOVE EXIST. RL WALL REPLACE WITH 4" PCC
CONCRETE CURB ALONG THE N'LY P.L.
"' " ' ""` """ . `. CONSTRUCT MASONRY RETAINING WALLS PER SDRSD C -5, OR C -3
NEW ALLEY AC PAVING MIN 4" AC ON 6" AB
A.C. PAVING SECTION. PER TYPICAL ALLEY CONSTRUCT EXTERIOR FINISH TO FACE OF WALL PER LANDSCAPE SECTION DETAIL THIS SHT. ARCHITECT PLAN.
16' WIDE CONIC. DRIVEWAY
SEE SPECIAL NOTE. 9'
v'
EX. 8" A.C.P. WATER
PER WO -82 -106
FS 143.59 EX. SMHR EL. 143.54 m _tu
i LIMITS EXCAVATION - C u
�. DerlrnlT I Inl� 15 !y
NRY WALL PER DETAIL A SHT 3
:T IN PLACE
JC. HARDSCAPE
PATIO AREA
BEGIN CONVENTIONAL VEGETATED SWALE
PER DETAIL SHT 3.
FL 130.1
END CONVENTIONAL VEGETATED SWALE
d
NOTE ALt. *r64% WAS IrM INWS 00I C.a404f.Li W SP ®P w4 wnlI
TLLc0.T+L "r tat- KK'eEA ^sj,4&.er To MoaTyemcx y 4ve.
s rat..► v4^%•wIZ Ps%^p eoTue,t- Is co 4v yep vit% Svb CsIL4ve DR.Re.a
S44'lrif'o1 /IFTf'o- $T40A.01 MfATW '1j 1'/4 `�Rf T ®r M� �ITG�01�►Ot�tf AJig
pwGL..tc. CoelVSygNe_6"
NOTE:
BASEMENT/ 1ST FLOOR SUBDRAINS TO OUTLET AT COBBLE DISSIPATOR
IN MONTGOMERY AVE. CONTRACTOR TO INSTALL PER GEOTECTNICAL
REPORT RECOMMENDATIONS IN REPORT AS REFERENCED ON SHEET 1.
SCALE
HORIZONTAL: 1"=10'
VERTICAL.: N.A.
SCALE. I" = 10'
EX. GRADE
EX. FF 141.9'__;__
�S PROVIDE TRANSITION TO W�
1f✓ -�� 143
M1 ®KRY wA4L
EX. A.C. PAVEMENT AT F.L.
.fix
To RfA7R..I 142
_ _._
. _.
_._---- .._...___...___._._... � _ .............
ADJ GRD 141
:XISTING P.P. -
A
O - - -- 140
AND GUY WIRE EX.GRAgE
SI2.E .WALL 139
TER- PI 138
'Y WALL ....... ._......... _ --
? 137
nrDi nnc �� Pt.RC$
„E-� PlkoTe IIN
136
TEMP. SHORING rI
135
SHT 3
LDtER,EAM_ 134
Q; E 0 BOT. FOOTING
TION WALL TO REMAIN -
-- 133
E
=COMPACT 132
E . WALL FOUNDATIONAL
M' R AL TO 90 a 131
_Mt .X- SLTY-- 130
G
_ 1
_ ...... ._.__ 229
GI Sil ll i -il i! II I II:`I
0 +00 0 +05 0 +10 0 +15 0 +20
3ECTION DETAM C -C
SCALE: H: 1 " =10'
V: 1 " =5'
SPECIAL DISTRICT APPROVAL "t "`C bY: D' `"" �Y: ` "E"KtD BY: ENGINEERING DEPARTMENT APPROV LS GA A
GLANS PREPARED UNDER SUPERVISION OF RECOMMENDE : APP
DATE: 06 -22 -15
'y MASIH MAHR GLENN PRUIM
.Lf R.C.E. N -695 ENGINEERING( PUBLIC WORKS DIRECTOR
GREGORY A. CAUDILL 2 �%i 3 /yam n _
EXP.: 12 -31 le� DATE DATE
A I I I I IIII1I I IIIIIIIIA
0 +00 0 +05 0 +10 0 +15 0 +20
�_- �"' ='
NOTE.- USE COMPETENT SOILS FILL MA7ERIALS SUITABLE FOR RETAINING WALL FOUNDATIONS.
PLACEMENT OF FILL MATERIAL TO BE OBSERVED AND ACCEPTED BY ONSITE GEOTECNICAL
SECTION DETAIL A -A':
SCALE: H: 1 " =10'
V: 1 " =5
0 +20 0 +15 0 +10 0 +05 0 +00
SECTION DETAII° B -B:
SCALE: H: 1 " =10'
V: 1"=5'
CITY OF ENCINITAS - DEPARTMENT OF PUBLIC WORKS DRAWING NO
GRADING PLAN FOR:
2441 MONTGOMER YA VE. 12448-G
14-214 CDP/DR SHEET 2 OF _4
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TREE NOTES:
The PALM TREE IN THE ALLEY WILL BE IN CONFLICT WITH THE THE
REQUIRED PUBLIC IMPROVEMENTS. The removal of any and all city trees
shall be consistent with the city's urban forest management program.
Trees located within city street right -of -way, on city property, or within
city easements are referred to as city trees and shall be protected in
place during construction unless specifically approved otherwise. No
grading, excavation, or disturbance of city tree root systems shall occur
within the city tree drip line area (the area from the trunk of a tree to
the outermost edge of the tree canopy projection on the ground). If a
city tree is not clearly labeled to be removed, it must be protected in
place. Even if approved improvements are in conflict with a city tree, it
must not be disturbed unless the plan is revised to address the tree
removal. An arborist report shall be provide with recommendations on
how to protect the tree in place during construction.
REPLACE PALM TREE IN THE ALLEY WILL WITH ONE TREE ( ARBUTUS
MARINA 5 GAL MIN SIZE.) TO BE LOCATED IN THE PLANTER AREA ON
PRIVATE PROPERTY ALONG THE MONTGOMERY AVE. FRONTAGE.
NDS BEND SEWER DRAIN
ELBOW.
NOS 4" POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
COMPACTED TOP SOIL
PVC DRAIN
SIZE PER PLAN
PERFORATED DRAIN PIPE.
.
ON A 4" DEEP BED OF CRUSHED ROCK
1" , , LEACH HOLE.
CRUSHED STONE DRY WELL
nts
PL
1% MIN
3'WIDE BY .3' DEEP CONVENTIONAL VEGETATED SCALE
3'
1% MIN
.3' MIN
VEGETATION.•
BERMUDA GRASS, KEN7UKEY 31 TALL, hEGETAT/ON
RED FESCUE AND A GRASS LEGUME MIX
OR AN ACCEPTABLE SIMILAR VEGETATIVE GROUND COINER
CO WIN70K VEGETATED ANY
NOT TO SCALE
STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN AWAY FROM STRUCTURE
AT 2.0% FOR 5. OFT.
RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE
DIRECTED THROUGH CONVENTIONAL VEGETATED SWALE PRIOR TO OUTLET AND
CONFUENCE WITH PUBLIC STORM WATER FLOW.
NOS POLYOLEFIN 4" POP - -UP
"1GE EMITER.
.5'
1.5'
Drain away
D
G'rkriillat; icon=ezppahsive--
kiackfill:' 'Gorripaeted•.;•;•;•;•; '
Water profing
:..1..;,...
Filter Material. Crushed rock (rapped in
Perforated drain pipe filter fabric such as Miradrain 6000) of
wi 0.5% min. slope Class 2 Permeable Material.
(see specifications above.)
Footing
Competent approved soils or bedrock
RET. WALL DRAINAGE DETAIL
nts
F CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
A A .� DESCRIPTION: ENC. OC -136, POINT 1042
LOCATION: HWY 101 BRIDGE S/0 SAN ELI
RECORD FROM: LAGOON. ON WING WALL.
ELEVATION: 16.938
DATUM:NAVD88 ENC. CONTROL SURVEY
DAZE 06 -22 -15 REVISIONS: 10 -13 -15
I
27X2' COBBLE DISIPATOR
NTS
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6' FROM THE
SURROUNDING GRADE
12'
MIN,
w)K SEE
NOTE
BELOW
BIO— RETENTION DETAIL
NTS
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
APPROVED GRATE INLET
F r-2 -3' HARDWOOD MULCH
B -12'
PVC
PIPE
RISER
24' MIN, ENGINEERED SOIL
wSEE NOTE BELOW
2 -3' OF 3/8' GRAVEL
2 -3' COVER OVER PIPE
3/4' CRUSHED ROCK
PERFORATED PVC PIPE
TIE 4' PERFORATED PVC *PLACE PIPE WITH PERFORATIONSPIPE WITH PERFORATIONS
PIPE INTO RISER TIE 4 -6' PVC PIPE TO AT THE INVERT *THE INVERT*
STDRMDRAIN SYSTEM
*BIORETENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP
'SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT, THE MIX
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND
20 -30% TOPSOIL
* *3/4' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
BASIN,
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS, TYPICALLY, THE
SURFACE AREA OF THE BIDRETENTION BASIN IS 4% OF THE IMPERVIOUS
AREA DRAINING TO IT.
BMP'S ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT TO BE
MODIFIED WITHOUT A PERMIT FROM THE CITY,
SOLDIER BEAM SCHEDULE
"H"
HEIGHT
SOLDIER
BEAM
"d"
EMBEDMENT
12.6'
W14 -90
21.7'
=
TEMPORARY SOLDIER BEAM SCHEDULE
04t.o OF sxl. c.o. laY waa. SSW 4oTacl!?*l'i' �t+�rf�t+ --sY
'('s t 6mokIrl.
4' THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER
Pe opve -'y L-We v
SOLDIER BEAM PER
ki 'rl
8' SPACING
,
SALE e, -F. Ex. mFtSorl1P.y
WALII� Tv I6fimAt J
IR
I
5"
RET. tvAILL 5DIL 5 D G -3
SHORING DESIGN REVIEWED AND APPROVED BY ESGIL CCORP4AS PL °AN CHECK
NO. 15 -2800 T-4-CA, 6C- SV %Ir0[4(f — --
sko�lao, aeefc,,a C 14*,acgEs A?P"460 losu1%. *%P. KAN P""srra �es`o �►�E B
-
TEMPORARY SOLDIER BEAM WALL
A NTS
DESIGNED BY: DRAWN BY: CHECKED BY:
SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROV
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDIED1 APPRQV /
HORIZONTAL: 1"=10' DATE: 06 -22 -15 10. p(
��C� ASIH MAHER GLENN PRUIM
R.C.E. R.c.E. No.: C -60957 ENGINEERING/ PUBLIC WORKS DIRECTOR
VERTICAL: N.A. GREGORY A. CAUDILL 12- 3i�3K?w 2.116/1(0
EXP.: DATE DATE
RE'P t.1�41.6 Sf >l1.itP G'3
SOLDIER BEAM PER ISCHEDULE
svaSD c -3
0
SOLDIER BEAM PER SCHEDULE
DREDGE LINE
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4" THICK DOUGLAS FIR
CIJNStRUCTION GRADE TIMBER
15rr kr sou oirrrik
1 ��IIlwt,
I
1/2 GAP DRAIN
THROUGH WALL
24" CIA 4 -SACK SLURRY
STEEL SOLDIER BEAM PER PLAN
Fy =50KSI
BOTTOM CAISSON (I I I I Z
uoi o
24" Q 0
QZ�a
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CAISSON x/ SOLDIER BEAM z
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NTS W w
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CITY OF ENCINITAS - DEPARTMENT OF PUBLIC WORKS DRAWING NO. z m o
DETAILS GRADING PLAN FOR: W o
2441 MONTGOMERYAVE. 12448 —G
14 -214 CDP/OR SHEET 3 OF 4
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SOLDIER BEAM PER SCHEDULE
DREDGE LINE
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6Ar g KY. r�•+y3c�l�t1�
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4" THICK DOUGLAS FIR
CIJNStRUCTION GRADE TIMBER
15rr kr sou oirrrik
1 ��IIlwt,
I
1/2 GAP DRAIN
THROUGH WALL
24" CIA 4 -SACK SLURRY
STEEL SOLDIER BEAM PER PLAN
Fy =50KSI
BOTTOM CAISSON (I I I I Z
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CITY OF ENCINITAS - DEPARTMENT OF PUBLIC WORKS DRAWING NO. z m o
DETAILS GRADING PLAN FOR: W o
2441 MONTGOMERYAVE. 12448 —G
14 -214 CDP/OR SHEET 3 OF 4
Stabilize area and
grade uniformly
around perimeter
Geotextile
Blanket
I
1:1 slope
3 Min
Drain inlet
Note:_ ��
Remove sediment
before reaching
one -third full.
Section A —A
fl ow
Concentrated Rock filter(use if flow
is concentrated)
XX X X�
----------- -- - - - - -- i X Edge of
----- - - - - --
A I r - - -- I sediment trap
�X + Drain inlet
Sheet flow I
—~ I i —� "'— i I Geotextile
X X Blanket
L- 1 - - - - -j I Silt fence Per SC -01
I I
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X X X X�
qj
q
Plan
f
DI PROTECTION TYPE 2
ffM _M AL
Notes
1. For use in cleared and grubbed and in graded areas.
2. Shape basin so that longest inflow area faces longest length of trap.
3. For concentrated flows, shape basin in 2:1 ratio with length oriented
towards direction of flow.
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR_
WOOD POST
ATTACH F11-TER FABRIC'
SECUREL Y TO UPSTREAM
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Rock filter(use if flow
I. S17T POSTS AND EXCAVATE A L STAPLE *7Rr FENCII NG TO
TRENCH UPSLOPE FROM AND
MIM
•••••;1 ovum it
r-
3. ATTACH THE FILTER FABRIC TO A. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND R EXCAVATED SOIL
INTO THE TRENCH.
ALTER FAWC °
SILT FENCE
CHANGE NO. DESCRIPTION APPROVED
DATE I BENCHMARK
DESCRIPTION: ENC. OC -136, POINT 1042
LOCATION: HWY 101 BRIDGE S/0 SAN ELI
RECORD FROM: LAGOON, ON WING WALL.
ELEVATION: 16.93&
DATUM: NAVD88 ENC. CONTROL SURVEY
SCALE
HORIZONTAL: 1"=10'
VERTICAL: N.A.
SPECIAL DISTRICT APPROVAL
PLANS PREPARED UNDER SUPERVISION OF
DATE: 06 -22 -15
/�C.1..�...� R.C.E. NO.: C -60957
GREGORY A. CAUDlLL 12_31 �QI
EXP.
DAZE 06 -22 -15 REVISIONS: 1 -21 -16 Q
LEGEND:
BOUNDARY.
ORIGINAL LOT LINE LOT 10:
EXISTING CONTOUR.
PROPOSED CONTOUR:
SILT FENCE SC -1
GRAVEL BAGS PER PLAN:
STABILIZED CONSTRUCTION ENTRANCE
TC -1
INLET PROTECTION SC -10
CA VATION 5' HIGH CHAIN LINK FENCE
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KYLE OTTO AT (858) 360 -0477
.24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS
IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
ENGINEERING DEPARTMENT APPRO LS CITY OF ENCINITAS - DEPARTMENT OF PUBLIC WORKS DRAWING NO,
RECOMMEND APP V EROSION CONTROL PLAN FOR:
MASIH M HER GLENN PRUIM 2441 MONTGOMER Y A VE 12448 -G
ENGIN �
EERING/ PUBLIC WORKS DIRECTOR
zI IA 41(, 1fy 46
DATE DATE 1 14 -214 CDPIDR I SHEET 4 OF 4
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