2019-14167-G (Plans)RIGHT-OF-WAY N 0 TE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER
IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE
CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION.
2. THE SOILS REPORTS TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION AND FOUNDATION
RECOMMENDATIONS PROPOSED NEW TWIN HOMES TO BE LOCATED AT 2139 -2414 MONTGOMERY
AVENUE, CARDIFF -BY- THE -SEA, CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROUP DATED
DECEMBER 4, 2018 AND SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN
SAID REPORTS.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY
OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30
A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK OF CER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
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BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. ( 6]l G HAS BEEN PERFORMED IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF
FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR
UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE
ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH
SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A
NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED 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 SITE BY THE CONTRACTOR SO AS TO LEAVE THE
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE
OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN
CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO
ADDRESS THE TREE REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT THOMAS SCHROEDER AT (619) 884 -3660, 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.
STORMWATER POLLUTION CONTROL
POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE
STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED
WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS
MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW
FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT
FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST
MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE
ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND
LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE
FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE
BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE
SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE
PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT
MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. 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.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., 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.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING 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 COMMITTEE (WASC) STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. 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.
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 COMPLIANCE WITH THIS
LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
N 0 TI FI CA TIONS
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. SEWER - CARDIFF SANITARY DIVISION - 760 -633 -2840
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (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.
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS
TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED
ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT
REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY
PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING
FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES
ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE
OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE
SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED
AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES
SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL
BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH
TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS,
BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 9 FT
MAXIMUM VERTICAL DEPTH OF FILL = 13 FT
CUT = ±225 C.Y. FILL = ±150 C.Y.
EXPORT = ±70 C.Y.
REMEDIAL = ±210 C.Y.
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM 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). REMEDIAL
GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR
REMOVAL AND RECOMPACTION DEPTHS.
IMPERVIOUS AREAS
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3715 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 4104 SQFT
INCREASE IN IMPERVIOUS AREA: 389 SQFT
IMPERVIOUS AREA REPLACED: 3715 SQFT
DRIVEWAY (IMPERVIOUS): 1083 SQFT
TOTAL AREA OF LAND DISTURBANCE= 5008 SQFT
•
OWNER /PERMI TTEE
THOMAS SCHROEDER
3518 CALLE GAVANZO
CARLSBAD, CA, 92009
619 - 884 - 3660
SITE ADDRESS
2139 MONTGOMERY AVENEU
ENCINITAS, CA 92007
APN: 260 - 403 -08
LEGAL DESCRIPTION
LOT 37 AND 38 IN BLOCK 58 OF CARDIFF "A" IN
THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO PARCEL MAP
THEREOF NO. 1334, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 12,
1911.
TOPOGRAPHY
PASCO LARET SUITER & ASSOCIATES
PH 858- 259 -8212
DATE OF SURVEY: APRIL 24, 2018
OWNER'S CERTIFICATE
VICINITY MAP
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.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND
AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS,
LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER
CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES,
CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED
PLANS WITH THE PRIVATE PROPE OR PUBLIC EASEMENTS.
2 -II
SIGNATU E�� DATE: �D 4' Y
Hof OMAS S ROEDER
TRUSTEE THOMAS S. SCHROEDER LIVING TRUST
SOILS ENGINEER'S CERTIFICATE
I, ERIN RIST A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 1 -18 -2016 AND FOR AN UPDATE ON
10 -6 -2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADIN�lG S AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
THIS PROJKT HAVE EN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
13 z m N_ plapopm-i�
RCE NO.: 65122
EXP. DATE: 09/301;32.1'
JOB #. 186063 -1
ENGINEERING DESIGN GROUO�f
2121 MONTIEL ROAD
SAN MARCOS, CA 92069'
PHONE: (760)- 839 -7302' ,
SHEETINDEx
SHEET
DESCRIPTION
1
TITLE SHEET
2
GRADING PLAN
3
EROSION CONTROL PLAN
4 -8
SHORING PLANS
STATEMENT OF ENGINEER OF WORK
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 PU3LIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY
THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS 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.
QROf ESS /Oy
O �GHAEC
SIGNATURE: DATE: JO-2"l-It 9P� F
BRIAN OUNO RCE No. 71651 h Q� 0_-0-
(p
PASCO LARET SUITER & ASSOCIATES w m No. 71651 'D m
535 N. COAST HIGHWAY 101 s Exp. 12/31/19 -
SOLANA BEACH CA, 92074
RCE EXPIRES 12 -31 -19 ITA CIVIV
BMP - •
STANDARD
I c, It fe /I el aMA6"40 9-E-19
DATE SI 'DATE SIGN DATE 'SIGN DATE SIGN DATE
CHANG= NO
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
utawivtu
n :
unH ter:
UntWncu rsr.
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES
DEPARTMENT
DRAWING N®.
A
DESCRIPTION: 2.5" BRASS DISC THE
SOUTHEAST QUANDRANT OF LEUC ADIA BLVD.
AND ORPHEUS AVE. PER ROS 18416, AS PT
N0. 1024
RECORD FROM:
ELEVATION: IE 178.543
DATUM: NAVD88
INT,
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: `1�
R.C.E. NO.: 71651
B N AR INO EXP.: 12- 31- 19°�
RECOMMENDED: C ? s VED:
JE E OWENS EDWARD J. WI R
���Y NGI E
Al- "1
DATE DAT
GRADING PLAN FOR:
2139 MONTGOMERY AVENUE
APN: 260 - 403 -08
18 -114 DR 11 CDP
14167-G
PUBLIC WORKS
BRIAN ARDOLINO DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 1 OF 8
PLSA 2832
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to EXISTING
EDGE OF -NI I
PAVEMENT
(E) MONUMENT TO BE I
PROTECTE -IN -PLACE 103 87 E
18 11S CUT 1404
PROPOSED . LINE
4" SEVER LATERAL :::...........:...
TRENCH RESURFACE .
PER CITY OF t
ENCINITAS PROPOSED t0l�r
;STANDARDS BIORETENTION
EXISTING BASIN 84 SF
10" SEWER FG 103.49
w MAIN SUMP & PUMP
TTOMLESS BOX
1
WEEP HOLES
PROPOSED 36"
)LOW WALL ATOP
RETAINING WALL 104
SDRSD TYPE C -1
O•7 SUMP &PUMP 1 357
!�, TO BOTTOMLESS
;� � Box
0" FLUSH
6'X16" PCC � ?,
x CURB
E WEEP HOLES
co (2%) A
~- 103.271E 1"
SEWER PROPOSED
CtS MAIN BIORETENTION ,.
BASIN 84 SF
PROPOSED FG 103.27
4 "SEWER
. #':
...............
LATERAL
TRENCFI%RESURFACE PROPOSED I
PER CITY OF ENCINITAS 42 "WIDE SY
{STANDARDS 36 "HIGH WOOD I
j GATE (TYP.) 4(
103.79 EX t
in PROPOSED
i PERVIOUS
PAVERS
� 1
X
4�
i
f
,
t?a V` it
NOTES:
_. 104.6411.
.19 FS 105.70 tW
104.03 AW
(E) MONUMENT TO BE
x 1
;PROP
�FENglr I
PROTECTED -IN -PLACE
PROPOSED
0
`"'1
18'X42" F{1LASTER
(TYP.)
E4
C
PROPOSED
SDRSD C -3
PROPOSED
RETAINING WALL
SDRSD TYPE C -1
f l
RETAINING WAL
11 .4 TG
110.63
- 1 .' 0
1,07.77 TS
1 9.46 IE
108.70
108.00\TW
104.77$W x
; - -
107.80T1� 106.871E
107.453 BW 197.96 BS
110 5T G
109.57
f <.
113.28 TG
fix" 11Z28 IE
100
_. 104.6411.
.19 FS 105.70 tW
104.03 AW
(E) MONUMENT TO BE
x 1
;PROP
�FENglr I
PROTECTED -IN -PLACE
W
RETAII)IING
iii j
3i t1 ✓
PROPOSED
TYR J 110.73 FS
VE `
SECOND FF= 120.83 EGRESS EXISTING '
FIRST FF = 110.83 LIGHT BUILDING TO BE
BASEMENT FF = 101.25 WELL REMOVED
3AS ESMENT PAD = 100.58 FS 103.58 UNIT 1
s.001G «102.65 TG: )RN: 260- 403 -08
101.65 IE V)
9HT WELL iL OF BLDG.
102.75 1 1R1 : WALL
Ll TWELL G) UNIT2
° ARN: 260 - 403 -08
E SECOND FF= 123.08 n 103.48 T(
FIRST FF = 114.75 102.48 /E
BASEMENT FF = 104.25
BASEMENT PAD = 103.58 S
� ¢" PVC TY EL
FS 103.
„
ENCROACHMENT MAINTENANCE AND
REMOVAL AGREEMENT RECORDED
AL03/ 12, 2019 AS DOCUMENT NO,
2019 -StI SOJ OF O.R.
1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED
UNDERGROUND.
2. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC
RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED
TO THE SATISFACTION OF THE CITY ENGINEER.`
3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SEWER LATERAL.
MONUMENT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FORANY MONUMENTATION AND /OR
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
BYA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO
PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED
CIVIL ENGINEERAS REQUIRED BYTHE LAND SURVEYOR'SACT.
GE N0] DESCRIPTION I APPROVED I DATE
1
12' TO 4
112.30
EXCEED 6'
WITH RET.
IE
BOTTOMLESS BOX
FOR PUMP OUTLET
61X16" PCC PERMEABLE PAVERS
FLUSH CURB ORCOAQUA -BRIG OR
APPROVED EQUAL
GRIND & OVERLAY
EXISTINGAC zo/o -
Os
(E)
TO
(W 119.0 BW TgW.& to
12 OEX -
STRICT TO INSTALL
1" WATER LATERAL,; I
D DUAL METER PEk EX' 8"
ISWS =09, C -VRte.. -_- 14EWER
OWNER'S EXPENSE \�, MAIN
ze
3: w
I M1}
i
SDRSD C -1
RET. WALL
I
I BIORETENTIONAREA
PER DETAIL THIS SHT.
PVC
4" THICK OF G It2",-11 .. , .. , .0 -a� 1; tai \�
(NO. 57) CRUSHED ROCK FLUSH CUR
6" LAYER OF 314"
CRUSHED ROCK
SECTIONA A: MONTGOMERYAVE.
FRONTAGE IMPROVEMENTS
NOT TO SCALE
>- TRANSITION /FEATHER
ALLEY IMPROVEMENTS TO
MEET EXISTING OFFSITE
TO BE
°- (E) WATER METER TO REMAIN,
ADJUST WATER METER BOX
TO GRADE
118.89 EX
DISTRICT TO UPGRADE TO 1 "
WATER LATERAL & DUAL METER
PER WAS WS -09, WC -17AT
8 OWNER'S EXPENSE;
ADJUST METER BOX TO GRADE
119.66 EX
119.40 FL
- PROPOSED PCC
RIBBON GUTTER
PROPOSED 4"
ASPHALT PAVING
OVER 6" CLASS It BASE
- (E) SEWER MANHOLE
TO REMAIN; ADJUST
RIM TO GRADE
120.56 EX
1,
TRANSITION /FEATHER
ALLEY IMPROVEMENTS
TO MEET EXISTING
APPROXIMATE X
LOCATION OF
6 "ACP WATER
Q �� 4"X24" 2 BROOKS BOX
j\�tll,/ /LID)
PROPOSE
DRIVEWi
PER PD
P/L
SDRSD C -1
RET. WALL
WEEPHOLES I
FOR OVERFLOW
4" MIN. WO
LOCATIONS PER PLAN
N
24" b
ENGINEERED
*SEE NOTE BE
DROUGHT TOLERANT
PLANTS (TYP.)
DEEPENED SD DRAIN PIPE
lI I CURB WALL I' PER PLAN
YER OF HARDWOOD
:H /GRASS COVER OF
APPROVED EQUIVALENT
A" V��2" LAYER OF
�
318" GRAVEL
12" LAYER OF
314" GRAVEL SEE NOTE BELOW
4" PVC I
TO SUMP & PUMP
(SEESECTIONA -A)
* 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 HARDWOORD
MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE
OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE
INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL
AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED
AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL
NOT TO SCALE
PI/L PI/L
I
I I
SECTION B -B: ALLEY IMPROVEMENTS
NOT TO SCALE
UtJIIaIVtU CST: UK8 UT: UHLUKLU CT:
BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS
DESCRIPTION: 2.5" BRASS DISC IN THE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDE AP OVED:
SOUTHEAST QUANDRANT OF LEUCADIA BLVD.
AND ORPHEUS AVE. PER ROS 18416, AS PT PUBLIC WORKS DATE: Io 2N•1i
NO. 1024 BRIAN ARDOLINO DATE
RECORD FROM: PLANNING R.C.E. NO.: 71651 JESA OWENS EDWARD J. MER
ELEVATION: IE 178.543 CITY ENG N R
DATUM: NAVD88 SENIOR ENGINEER DATE REVIEWER BRIAN M. RD LINO �� y��
INSPECTOR EXP.: 12 -31 -19 DATE DAT
PROPERTY LINE
CENTER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
398 - - - -- EXISTING CONTOUR LINE
WANMOMINNEWAMM EXISTING STRUCTURE
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
PROPOSED DECKABOVE
PROPOSED ROOF ABOVE
+ + + + + + PROPOSED PERMANENT BMPAREA
° PROPOSED CONCRETE
PROPOSED AC PAVEMENT
PROPOSED BASEMENT WALL
38 PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL
PROPOSED STORM DRAIN INLET
PROPOSED STORM DRAIN
PROPOSED SO PUMP
FS FINISHED SURFACE
FG FINISHED GRADE
FL FLOW LINE
FF FINSHED FLOOR
FYSB FRONT YARD SETBACK
SYSB SIDE YARD SETBACK
RYSB REAR YARD SETBACK
TOP OF WALL
(TW)
BOTTOM OF WALL
(BM
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
IZQ
I
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rm No. 71651 om ¢Q
Exp. 12/31/19 `0 ce m
J
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F OF CAS \F� Lu w
S
10 5 0 10 20 30 p 1
hHod U N
(n
¢I
GRAPHIC SCALE IN FEET (L 0)
iii N
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. z
Lo
GRADING PLAN FOR:
2139 MONTGOMERY AVENUE °z
14167 -G Z Z
APN: 260 - 403 -06 w a
8 -114 DR p CDP SHEET 2 OF 8
PLSA 2832
E SECOND FF= 123.08 n 103.48 T(
FIRST FF = 114.75 102.48 /E
BASEMENT FF = 104.25
BASEMENT PAD = 103.58 S
� ¢" PVC TY EL
FS 103.
„
ENCROACHMENT MAINTENANCE AND
REMOVAL AGREEMENT RECORDED
AL03/ 12, 2019 AS DOCUMENT NO,
2019 -StI SOJ OF O.R.
1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED
UNDERGROUND.
2. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC
RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED
TO THE SATISFACTION OF THE CITY ENGINEER.`
3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SEWER LATERAL.
MONUMENT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FORANY MONUMENTATION AND /OR
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
BYA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO
PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED
CIVIL ENGINEERAS REQUIRED BYTHE LAND SURVEYOR'SACT.
GE N0] DESCRIPTION I APPROVED I DATE
1
12' TO 4
112.30
EXCEED 6'
WITH RET.
IE
BOTTOMLESS BOX
FOR PUMP OUTLET
61X16" PCC PERMEABLE PAVERS
FLUSH CURB ORCOAQUA -BRIG OR
APPROVED EQUAL
GRIND & OVERLAY
EXISTINGAC zo/o -
Os
(E)
TO
(W 119.0 BW TgW.& to
12 OEX -
STRICT TO INSTALL
1" WATER LATERAL,; I
D DUAL METER PEk EX' 8"
ISWS =09, C -VRte.. -_- 14EWER
OWNER'S EXPENSE \�, MAIN
ze
3: w
I M1}
i
SDRSD C -1
RET. WALL
I
I BIORETENTIONAREA
PER DETAIL THIS SHT.
PVC
4" THICK OF G It2",-11 .. , .. , .0 -a� 1; tai \�
(NO. 57) CRUSHED ROCK FLUSH CUR
6" LAYER OF 314"
CRUSHED ROCK
SECTIONA A: MONTGOMERYAVE.
FRONTAGE IMPROVEMENTS
NOT TO SCALE
>- TRANSITION /FEATHER
ALLEY IMPROVEMENTS TO
MEET EXISTING OFFSITE
TO BE
°- (E) WATER METER TO REMAIN,
ADJUST WATER METER BOX
TO GRADE
118.89 EX
DISTRICT TO UPGRADE TO 1 "
WATER LATERAL & DUAL METER
PER WAS WS -09, WC -17AT
8 OWNER'S EXPENSE;
ADJUST METER BOX TO GRADE
119.66 EX
119.40 FL
- PROPOSED PCC
RIBBON GUTTER
PROPOSED 4"
ASPHALT PAVING
OVER 6" CLASS It BASE
- (E) SEWER MANHOLE
TO REMAIN; ADJUST
RIM TO GRADE
120.56 EX
1,
TRANSITION /FEATHER
ALLEY IMPROVEMENTS
TO MEET EXISTING
APPROXIMATE X
LOCATION OF
6 "ACP WATER
Q �� 4"X24" 2 BROOKS BOX
j\�tll,/ /LID)
PROPOSE
DRIVEWi
PER PD
P/L
SDRSD C -1
RET. WALL
WEEPHOLES I
FOR OVERFLOW
4" MIN. WO
LOCATIONS PER PLAN
N
24" b
ENGINEERED
*SEE NOTE BE
DROUGHT TOLERANT
PLANTS (TYP.)
DEEPENED SD DRAIN PIPE
lI I CURB WALL I' PER PLAN
YER OF HARDWOOD
:H /GRASS COVER OF
APPROVED EQUIVALENT
A" V��2" LAYER OF
�
318" GRAVEL
12" LAYER OF
314" GRAVEL SEE NOTE BELOW
4" PVC I
TO SUMP & PUMP
(SEESECTIONA -A)
* 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 HARDWOORD
MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE
OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE
INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL
AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED
AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL
NOT TO SCALE
PI/L PI/L
I
I I
SECTION B -B: ALLEY IMPROVEMENTS
NOT TO SCALE
UtJIIaIVtU CST: UK8 UT: UHLUKLU CT:
BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS
DESCRIPTION: 2.5" BRASS DISC IN THE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDE AP OVED:
SOUTHEAST QUANDRANT OF LEUCADIA BLVD.
AND ORPHEUS AVE. PER ROS 18416, AS PT PUBLIC WORKS DATE: Io 2N•1i
NO. 1024 BRIAN ARDOLINO DATE
RECORD FROM: PLANNING R.C.E. NO.: 71651 JESA OWENS EDWARD J. MER
ELEVATION: IE 178.543 CITY ENG N R
DATUM: NAVD88 SENIOR ENGINEER DATE REVIEWER BRIAN M. RD LINO �� y��
INSPECTOR EXP.: 12 -31 -19 DATE DAT
PROPERTY LINE
CENTER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
398 - - - -- EXISTING CONTOUR LINE
WANMOMINNEWAMM EXISTING STRUCTURE
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
PROPOSED DECKABOVE
PROPOSED ROOF ABOVE
+ + + + + + PROPOSED PERMANENT BMPAREA
° PROPOSED CONCRETE
PROPOSED AC PAVEMENT
PROPOSED BASEMENT WALL
38 PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL
PROPOSED STORM DRAIN INLET
PROPOSED STORM DRAIN
PROPOSED SO PUMP
FS FINISHED SURFACE
FG FINISHED GRADE
FL FLOW LINE
FF FINSHED FLOOR
FYSB FRONT YARD SETBACK
SYSB SIDE YARD SETBACK
RYSB REAR YARD SETBACK
TOP OF WALL
(TW)
BOTTOM OF WALL
(BM
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
IZQ
I
%C
QRpf ESSlOy /V
c0 CNAE( '< O
o 0
z�
rm No. 71651 om ¢Q
Exp. 12/31/19 `0 ce m
J
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F OF CAS \F� Lu w
S
10 5 0 10 20 30 p 1
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(n
¢I
GRAPHIC SCALE IN FEET (L 0)
iii N
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. z
Lo
GRADING PLAN FOR:
2139 MONTGOMERY AVENUE °z
14167 -G Z Z
APN: 260 - 403 -06 w a
8 -114 DR p CDP SHEET 2 OF 8
PLSA 2832
Q �� 4"X24" 2 BROOKS BOX
j\�tll,/ /LID)
PROPOSE
DRIVEWi
PER PD
P/L
SDRSD C -1
RET. WALL
WEEPHOLES I
FOR OVERFLOW
4" MIN. WO
LOCATIONS PER PLAN
N
24" b
ENGINEERED
*SEE NOTE BE
DROUGHT TOLERANT
PLANTS (TYP.)
DEEPENED SD DRAIN PIPE
lI I CURB WALL I' PER PLAN
YER OF HARDWOOD
:H /GRASS COVER OF
APPROVED EQUIVALENT
A" V��2" LAYER OF
�
318" GRAVEL
12" LAYER OF
314" GRAVEL SEE NOTE BELOW
4" PVC I
TO SUMP & PUMP
(SEESECTIONA -A)
* 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 HARDWOORD
MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE
OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE
INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL
AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED
AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL
NOT TO SCALE
PI/L PI/L
I
I I
SECTION B -B: ALLEY IMPROVEMENTS
NOT TO SCALE
UtJIIaIVtU CST: UK8 UT: UHLUKLU CT:
BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS
DESCRIPTION: 2.5" BRASS DISC IN THE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MENDE AP OVED:
SOUTHEAST QUANDRANT OF LEUCADIA BLVD.
AND ORPHEUS AVE. PER ROS 18416, AS PT PUBLIC WORKS DATE: Io 2N•1i
NO. 1024 BRIAN ARDOLINO DATE
RECORD FROM: PLANNING R.C.E. NO.: 71651 JESA OWENS EDWARD J. MER
ELEVATION: IE 178.543 CITY ENG N R
DATUM: NAVD88 SENIOR ENGINEER DATE REVIEWER BRIAN M. RD LINO �� y��
INSPECTOR EXP.: 12 -31 -19 DATE DAT
PROPERTY LINE
CENTER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
398 - - - -- EXISTING CONTOUR LINE
WANMOMINNEWAMM EXISTING STRUCTURE
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
PROPOSED DECKABOVE
PROPOSED ROOF ABOVE
+ + + + + + PROPOSED PERMANENT BMPAREA
° PROPOSED CONCRETE
PROPOSED AC PAVEMENT
PROPOSED BASEMENT WALL
38 PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL
PROPOSED STORM DRAIN INLET
PROPOSED STORM DRAIN
PROPOSED SO PUMP
FS FINISHED SURFACE
FG FINISHED GRADE
FL FLOW LINE
FF FINSHED FLOOR
FYSB FRONT YARD SETBACK
SYSB SIDE YARD SETBACK
RYSB REAR YARD SETBACK
TOP OF WALL
(TW)
BOTTOM OF WALL
(BM
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
IZQ
I
%C
QRpf ESSlOy /V
c0 CNAE( '< O
o 0
z�
rm No. 71651 om ¢Q
Exp. 12/31/19 `0 ce m
J
J> CIV11
F OF CAS \F� Lu w
S
10 5 0 10 20 30 p 1
hHod U N
(n
¢I
GRAPHIC SCALE IN FEET (L 0)
iii N
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. z
Lo
GRADING PLAN FOR:
2139 MONTGOMERY AVENUE °z
14167 -G Z Z
APN: 260 - 403 -06 w a
8 -114 DR p CDP SHEET 2 OF 8
PLSA 2832
PROPERTY LINE
CENTER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
398 - - - -- EXISTING CONTOUR LINE
WANMOMINNEWAMM EXISTING STRUCTURE
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
PROPOSED DECKABOVE
PROPOSED ROOF ABOVE
+ + + + + + PROPOSED PERMANENT BMPAREA
° PROPOSED CONCRETE
PROPOSED AC PAVEMENT
PROPOSED BASEMENT WALL
38 PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL
PROPOSED STORM DRAIN INLET
PROPOSED STORM DRAIN
PROPOSED SO PUMP
FS FINISHED SURFACE
FG FINISHED GRADE
FL FLOW LINE
FF FINSHED FLOOR
FYSB FRONT YARD SETBACK
SYSB SIDE YARD SETBACK
RYSB REAR YARD SETBACK
TOP OF WALL
(TW)
BOTTOM OF WALL
(BM
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
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GRAVEL BAGS OVERLAP
�nrr� r,nn
RUNOFF WITH ENDS OVERLAPPED
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE EXTRA STRENGTH SILT FENCE TO
THE POSTS. POSTS ARE TO BE SPACED
CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
LEGEND
- X X - PROPOSED SILT FENCE
PROPOSED GRAVEL BAG BERM
LANDSCAPE EFFICIENCY BMP NOTES:
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO
DETECT PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOILAMENDMENT WHEN NECESSARYTO SUPPORTAND MAINTAIN HEALTHY
PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS
"HYDROZON E"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED
WATER ALLOWANCE)
STORMWATER POLLU77ON CONTROL POST
CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO
GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO
THE STREETAND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION
CONTROL SHALL NOT BE MODIFIED WITHOUTA PERMIT FROM THE CITY.
1 ALL IMPERVIOUSAREAS WITHIN THE SITE SHALL DRAIN TOAPPROVED
BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE
GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS
MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITYAND /OR THE
TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, ORANY OTHER
IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN
ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP
AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO
COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE
MODIFIED OR ALTERED WITHOUT PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON
THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THATA SEPARATE
ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO
COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS.
THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE
ROOF THAT WILL NOTALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE
FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH
THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND
FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE
SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH
AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO
THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS
STRUCTURE.
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE
COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO
PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT
FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT
ERODED SOIL FROM LEAVING SITE, MATERIALS MANAGEMENT BMP MUST
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH
MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION
DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED
STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE
TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED.
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS
AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET.
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, CA92024)AND
ARE APPROVED AS PER PC RES. 2006 -27,
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF
PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED
AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE
REQUIRED PERMISSION IS OBTAINED.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT THOMAS SCHROEDER AT (619)
884 -3660, 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 MAYARISE.
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 WORKDAY.
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.
INLET PROTECTION DETAIL 3. ATTACH THE FILTER FABRIC TO 4. BACKFILLAND COMPACT THE
THE POSTS AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH. NOTE;
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS
DESILTING BASINS DURING CONSTRUCTION. THE SILT
TWO LAYERS OF GRAVEL BAGS ��) SHALL BE COMPLETELY REMOVEDAND THE BIORETENTION
III I I ' FILTER FABRIC ��r( BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS
I I I ACHIEVED, PRIOR TO OCCUPANCYAND /OR FINAL.
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ACTS AS SPILLWAY GRAVEL BAG DETAIL sTgTF OF CAL�F��\P F
s GRAPHIC SCALE IN FEET
CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIBMA BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: 2.5" BRASS DISC IN THE INT. DATE PLANS PR RED UNDER SUPERVISION OF RECOMMEND APP OVED: EROSION CONTROL PLAN FOR:
SOUTHEAST QUANDRANT OF LEUCADIA BLVD.
PUBLIC WORKS DATE: to-EA-0t
AND ORPHEUS AVE. PER ROS 18416, AS PT „i 2139 MONTGOMERY AVENUE
NO. 1024 BRIAN ARDOLINO DATE 14167 -G
RECORD FROM: PLANNING R.C.E. NO.: 71657 JE E OWENS EDWARD J. MER
CITY ENG
ELEVATION: IE 178.543 SENIOR ENGINEER DATE REVIEWER BRIAN M. ARDOLI // / ll� /9 Za� APN: 260- 403 -08
DATUM: Nei D88 INSPECTOR EXP.: 12 -31 -19 DATE DA 18 -114 DR CDP SHEET 3 OF 8
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DESIGN. CRITERIA
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE
FOLLOWING GEOTECHNICAL REPORT(S):
A. PRELIMINARY GEOTECHNICAL INVESTIGATION a FOUNDATION RECOMMENDATIONS
PROPOSED NEW TWIN HOMES TO BE LOCATED AT
2139 -2141 MONTGOMERY AVENUE
CARDIFF -BY- THE -SEA, CALIFORNIA
PREPARED BY: ENGINEERING DESIGN GROUP
DATED: DECEMBER 4, 2018
2. SOIL DESIGN PRESSURES
A. ALLOWABLE PASSIVE EARTH PRESSURE = 350PSF /FT (8,000PSF MAX)
B. LATERAL EARTH PRESSURE: = 35PSF /FT
C. MINIMUM LIVE LOAD SURCHARGE = 72PSF
E. BUILDING SURCHARGE = 700PLF (LATERAL LINE LOAD)
CHANGE NO I DESCRIPTION I APPROVED I DATE
PLOT DATE•
t5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA
BLVD. AND ORPHEUS A�E. PER ROS 18416, AS PT NO 1024
RECORDED FROM
ELEVATION: 17 &543 DATUM: NAVD 88
A S-BUIL T A PPRO VA L S
INT. I DATE I PLANS PREPARED UNDER SUPERVISION OF
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DESIGN. CRITERIA
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE
FOLLOWING GEOTECHNICAL REPORT(S):
A. PRELIMINARY GEOTECHNICAL INVESTIGATION a FOUNDATION RECOMMENDATIONS
PROPOSED NEW TWIN HOMES TO BE LOCATED AT
2139 -2141 MONTGOMERY AVENUE
CARDIFF -BY- THE -SEA, CALIFORNIA
PREPARED BY: ENGINEERING DESIGN GROUP
DATED: DECEMBER 4, 2018
2. SOIL DESIGN PRESSURES
A. ALLOWABLE PASSIVE EARTH PRESSURE = 350PSF /FT (8,000PSF MAX)
B. LATERAL EARTH PRESSURE: = 35PSF /FT
C. MINIMUM LIVE LOAD SURCHARGE = 72PSF
E. BUILDING SURCHARGE = 700PLF (LATERAL LINE LOAD)
CHANGE NO I DESCRIPTION I APPROVED I DATE
PLOT DATE•
t5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA
BLVD. AND ORPHEUS A�E. PER ROS 18416, AS PT NO 1024
RECORDED FROM
ELEVATION: 17 &543 DATUM: NAVD 88
A S-BUIL T A PPRO VA L S
INT. I DATE I PLANS PREPARED UNDER SUPERVISION OF
PUBLIC WYJRKS
PLANNING
REVIEWER a nc
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?LA,%I CHECK I°I -1658 0A7" 8/1 /l a .
DATE: I°I
R.C.E. NO.: 80503
EXP. 3/31 21
ENGINEERING DIVISION A PPRO VA L S
RECOM LADED:
�io OWENS EDWARD J. tMMB
/i1-4 A i I 1 I9
DAZE DAIS
Know what's below.
Call before you dig.
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
EXCAVATION PERMIT NO TRENCH /EXCAV _________
IMPROVEMENT
TEMPORARY SOLDIER BEAM
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT
DETAIL /SECTION CALLOUTS
3x12 DF #2 TIMBER LAGGING
0 4 a 6 E 3131/21
SCALE:1 " =16/' F L
CITY OFENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
(,WADING PLAN FOR
1139 MONTGOMERYA VENUE
APN.' 157.040 -16
SYMBOL
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7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586 -8121
DRAWING NO
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DATE: I°I
R.C.E. NO.: 80503
EXP. 3/31 21
ENGINEERING DIVISION A PPRO VA L S
RECOM LADED:
�io OWENS EDWARD J. tMMB
/i1-4 A i I 1 I9
DAZE DAIS
Know what's below.
Call before you dig.
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
EXCAVATION PERMIT NO TRENCH /EXCAV _________
IMPROVEMENT
TEMPORARY SOLDIER BEAM
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT
DETAIL /SECTION CALLOUTS
3x12 DF #2 TIMBER LAGGING
0 4 a 6 E 3131/21
SCALE:1 " =16/' F L
CITY OFENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
(,WADING PLAN FOR
1139 MONTGOMERYA VENUE
APN.' 157.040 -16
SYMBOL
I
m
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586 -8121
DRAWING NO
110.00'
NOTES:
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES.
2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
3. THE GENERAL CONTRACTOR (UPON COMPLETION OF SITE DEMO WORK) SHALL FIELD
VERIFY NEIGHBORING RETAINED GRADES TO CONFIRM THE EXTENT OF SHORING SHOWN.
NOTIFY SHORING ENGINEER OF RECORD PRIOR THE BEAM FABRICATION AND INSTALLATION.
EXISTING --
EDGE O
10327"'1'—'-
\
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\
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RIGHT -OF -WAY
T.O.W. = 107.00'
B.O.W.= 103.00' —I
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EXISTING GRADE ALONG
ADJACENT PROPERTY
T T 1
T.Q.W. = 108.00'
5
9 SPACES @ 8' -0" O.C. = 72' -0" -
3.9 SIM
1). 1 n.• SH7 . T.O. W. = 113.00'
LOWER GRADES TO MATCH NEIGHBORING
ELEVATIONS AFTER EXISTING RETAINING
WALL IS REMOVED (FIELD VERIFY)
T.O. W. = 113.00- i.7.=—
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PROP(
(SEE C
CHANCE N0. DESCRIPTION APPROVED DATE BENCHMARK
25" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA
BLVD. AND ORPHEUS AVE PER ROS 18416, AS PT NO 1024
RECORDED fROM.-
f1EVA1TON: 178.543 DA MY: NA VD 88
PROFILE - LOOKING NORTH
SCALE: 1" = 16/3'
EXISTING 2 -STORY RESIDENCE "
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-- - - - -- +- - - - - -- SH7 �' - -- ------ - - - - -- �.
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UNIT 1 PROPOSED BASEMENT lu I 2 c > --
8
- - - - - -- r - - -�
I I I I
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AS BUILTAPPROVALS
INT DATE I PLANS PREPARED UNDER SUPEWSION OF
PUBLIC tYORKS
PLANNING
REVIEWER
I,rf 1 crromccrt UAIL I INSPECTOR I 1 1 ENGINEER OF WORK
PLOT DATE.- 611812019
DATE: 1- "
R.C.E. N0.: 8050J
EXP. JIJ1 121
LEGEND:
T.O.W. = TOP OF WALL
B.O.W. = BOTTOM OF WALL
- -- DESIGNATES 3x12 PRESSURE
- - - - - -- -— - -- TREATED TIMBER LAGGING
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43
d .i�id L'
174 a e
TMk
w 1 ^`
CAUTION!!! EXISTING
OVERHEAD POWER r �i V ow
TEMPORARY 1 -1 SLOPE I
(BY OTHERS, TYPICAL) k'
Y
RIGHT-OF-WAY
l< =_
s
I .
a
_19.31 v
°Fri %
0 4 8 16
SCALE:1 " =16/3'
ENGINEERING DIVISION A PPRO VA L S
RECOMM LADED: AP A
KNS EDWARD /J. WTMME
DATE //��LL'l DA7 r I -%19
CITY OFENCINITA8 - DEVELOPMENT SERVICES DEPARTMENT
FOR.-
1139 MONTGOMERY VENUE
APN.• 15704046
110.00'1
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586 -8121
DRAWING N0.
14161-
110.00'
NOTES:
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES.
2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
3. THE GENERAL CONTRACTOR (UPON COMPLETION OF SITE DEMO WORK) SHALL FIELD
VERIFY NEIGHBORING RETAINED GRADES TO CONFIRM THE EXTENT OF SHORING SHOWN.
NOTIFY SHORING ENGINEER OF RECORD PRIOR THE BEAM FABRICATION AND INSTALLATION.
T
co NIVYV
3
em;
- - -- -- 9 SPACES @ 8' -0" O.C. = 72' -0" -
T -0" FREE
7 (SHIM LAGGING) EXISTING GRADE ALONG
T.O.W. = 117.00' — ADJACENT PROPERTY
r
-- T.O.W. = 114.4�4 6 5 4 3.9 3
W. = 112.00' ESH7
B.O.W.= 112.00' -I ) I - TO.W. =1 1.00'
i
1
EXISTING RETAINING WALL -
(TO BE REMOVED PRIOR TO
SHORING INSTALLATION)
Mg 0'6t t
f
3
SH7
TYP.
t
LJ
SB #11
1
I t
r
H"
I
- B.O.W. -
101.00'i'
ik,4
B.O.W
II
99.00'
II
ICI
I
i
L "J
SB #19
SB #18
SB #17
I�-
ICI
111%
ICI
II
ICI
LJ
3
L �J
SB #15
SB #14
I t
r
H"
I
.-
W.-
PROFILE - LOOKING SOUTH
SCALE: 1" = 16/3'
2.1 2 1
T.O.W. 90 .00'
1 _ _
�I OW. 00
t
T.O.W. = 106.00'
R -W- = 102 -00'
g
r'
6 )
LEGEND:
T.O.W. = TOP OF WALL
B.O.W. = BOTTOM OF WALL
-- -- - - - - -- DESIGNATES 3x12 PRESSURE
- -- — - -- - - - -- TREATED TIMBER LAGGING
110.00'
PLOT DA 7E.-
ik,4
L "J
SB #19
SB #18
SB #17
r'
6 )
LEGEND:
T.O.W. = TOP OF WALL
B.O.W. = BOTTOM OF WALL
-- -- - - - - -- DESIGNATES 3x12 PRESSURE
- -- — - -- - - - -- TREATED TIMBER LAGGING
110.00'
PLOT DA 7E.-
SAFETY CABLE RAILING, PER
CAL -OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 8 /SH7)
PAD ELEVATION
,.H,.
e
42" (MIN.)
EXISTING GRADE
TIMBER LAGGING, TYPICAL
(SEE ELEVATION FOR SIZE)
5 SACK SLURRY SHAFT
kCKFILL (T.O.W. TO B.O.W)
2,500 PSI CONCRETE SHAFT
BACKFILL (B.O.W TO PILE TIP)
SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
NOTES: 1. FIELD VERIFY ALL EXISTING Ft PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. LAGGING ABOUT THE LOWER 2' -0" OF EXCAVATION MAY BE OMITTED WITH APPROVAL FROM
THE GEOTECHNICAL ENGINEER OF RECORD (CONTRACTOR SHALL ASSES Et SUBMIT FOR APPROVAL).
3. SEE SOLDIER BEAM SCHEDULE ON SH8 FOR VARIABLES "H ", "D ", Et "Dshaft ".
1 TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.)
�l
N.T.S.
0
10'-0 "±
T -O"
2' -6"
110.00'
(E) GRADE
„H„
PROPOSED PAD
(SEE CIVIL DWG)---
,.D„
90.00'
' (E) 1 -STORY RESIDENCE
110.00'
BACK LAG AT (E) WALL
DEMO (AS REQUIRED) _ 1001_90'.
(E) RETAINING WALL
(TO BE REMOVED)
SOLDIER BEAM
90.00'
NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR VARIABLES "H" Et "D ".
3. THE GENERAL CONTRACTOR SHALL PROPERLY REMOVE EXISTING RETAINING WALLS ALONG
ADJACENT PROPERTY LINES PRIOR TO SHORING INSTALLATION AND FABRICATION.
SOLDIER BEAM CROSS SECTION ALONG NORTHERN PROPERTY LINE
N.T.S.
SOLDIER BEAM
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
SOLDIER BEAM /
I I
I
SEE ELEVATION FOR SPACING
FILL VOIDS BEHIND LAGGING
WITH LEAN CONCRETE
TIMBER LAGGING
(SEE ELEVATIONS)
SOLDIER BEAM PLAN DETAIL (TYPICAL)
N.T.S.
SEE ELEVATION FOR SPACING
FILL VOIDS BEHIND LAGGING
WITH LEAN CONCRETE
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
20d COMMON NAIL FOR LAGGING
INSTALLATION (TYP., AS REQ'D)
20d COMMON NAIL FOR LAGGING
INSTALLATION (TYP., AS REQ'D)
/ \ TIMBER LAGGING
11.5" (MIN.) (SEE ELEVATIONS)
\ / BEARING
BACK SOLDIER BEAM PLAN DETAIL (AS REQUIRED)
N.T.S.
PROPERTY LINE
T -0" i
2' -10"
110.00'
.
(E) GRADE .,H.,
10Q,_00' PROPOSED PAD _ -
-- (SEE CIVIL DWG)
1l'-6" .; (E) 2 -STORY RESIDENCE
110.00'
PROPOSED RETAINING WALL
(SEE CIVIL DRAWINGS)
_ (E) RETAINING WALL 100.00'
(TO BE REMOVED)
— SOLDIER BEAM
NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR VARIABLES "H" Et "D ".
3. THE GENERAL CONTRACTOR SHALL PROPERLY REMOVE EXISTING RETAINING WALLS ALONG
ADJACENT PROPERTY LINES PRIOR TO SHORING INSTALLATION AND FABRICATION.
SOLDIER BEAM CROSS SECTION ALONG SOUTHERN PROPERTY LINE
N.T.S.
TIMBER LAGGING
(SEE ELEVATION)
TIMBER LAGGING �� ���SOLDIER BEAM
ra
SEE ELEVATION
TIMBER LAGGING
1' (SEE ELEVATION)
I
COMMON NAIL FOR LAGGING
(I - - INSTALLATION (4 PER BOARD)
TIMBER LAGGING DIAGONAL SUPPORT DETAIL
10%
N.T.S.
_. P. (TYP)
NOTES: 1. REFER TO AWS D1.1 PREQUALIFIED WELD DETAIL FOR SPECIFICATIONS.
2. NO CHEMICAL TESTING REQUIRED FOR TEMPORARY WELD APPLICATION.
FULL PENETRATION SPLICE DETAIL (AS REQUIRED)
L2x2x3/8 ANGLE IRON ATOP -
EACH SOLDIER BEAM MEMBER
3/8 -inch 0 WIRE ROPE -
ALONG ENTIRE SHORING
PERIMETER (TYP.)
SOLDIER BEAM, TYP.
(SEE SCHEDULE)
N.T.S.
oil
21"
44"
21"
H7) N.T.S.
L =6" EACH BEAM
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
1
IV1 \Q 7755 VIA FRANCESCO #1
F A� SAN DIEGO, CA 92129, (760)586 -8121
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS- BUILTAPPROVALS
DESIGNED BY
DRAWN BY
CHECKED BY
ENGINEER /NGD/V/S/ONAPPROVALS
C /TYOfENC /N /TAS- DEVELOPMENT SERVICES DEPARTMENT
DRA WING NO,
'yH
/H
RR
15" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA
BLVD. AND ORPHEUS AVE.. PER ROS 18416, AS PT NO 1014
RECORDED FROM.•
ELEVATION: 178.543 DATUM: IVAVD 88
INT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE : 10 -Z4- I Y
R.C.E. NO.: 80503
REED 3 f3t 11
ENGINEER OF WORK EXP.
RECDMME DED: A p D,
`
+vd.
JESSE AIS DWARD J. WiMMER
� i 19
DATE �1! x
DATE
GRADING PLAN FOR:
20 MONTGOMERYA VENUE
APN,' 257-040-16
18 -114 DR // CDP _
'4167 -G
PUBLIC WORKS
ROY
PLANNING
REVIEWER
SHEET 7 OF 8
CITY FNrINFFR DATE
1AITFUR
PLOT DATE.•
1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE.
2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF
CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL - OSHA).
3. HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE
"DESIGN CkiTERIA ", WILL REQUIRE ADDITIONAL ANALYSIS Et FURTHER RECOMMENDATIONS. NOTIFY THE SHORING Et SOILS
ENGINEER.
4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF
ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE
TEMPORARY SHORING FOR SUPPORT IN ANYWAY.
5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION.
6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY
ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Et NOTIFICATIONS.
8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR.
9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES, AS
PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL
CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY
VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION
AND THE INSTALLATION OF SHORING.
12. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW Et VERIFY THAT THE PROPOSED TEMPORARY SHORING,
CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT,
13. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE
IMPROVEMENTS PRIOR TO INSTALLATION.
14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER
THE TOP OF SHORING BULKHEAD.
15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF
THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION.
16. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING
ENGINEER.
17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE
JOB SITE AND TO CROSS -CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON
THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH
CONSTRUCTION.
SHORING INSTALLATION PROCEDURE
1. FIELD S;;gVEY DRILL HOLES 8t SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS APPROVED BY
THE SHORING ENGINEER.
2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL
BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER.
3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR
OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE.
4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS.
5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 4' -0" OR AS OTHERWISE AUTHORIZED
BY THE GEOTECHNICAL ENGINEER.
6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN.
7. REPEAT STEPS 5 -6 UNTIL BOTTOM OF EXCAVATION IS REACHED.
STRUCTURALSTEEL
1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A -572 OR ASTM
A -992 (GRADE 50). OEAM3 SAAI.L 14 GALVAMIzZO oR 6PoxY C*^ -rob .
2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36, ASTM A -572 (GRADE
50) OR ASTM A -992.
3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A -36.
4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS.
STRUCTURAL S: LEAN CONCRETE
A. STRUCTURAL CONCRETE:
1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,50OPSI AT 28 -DAYS.
2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O16CBC Et ACI 318 TO MEET THE FOLLOWING:
A. MAXIMUM 1 -INCH HARDROCK CONCRETE CONFORMING TO ASTM C -33.
B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C -150.
C. SLUMP NO GREATER THAN 5- INCHES.
B. LEAN CONCRETE (SLURRY)
1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD.
TIMBER
1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER.
2. TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH
AWPA U1 USE CATEGORY 4A.
WELDING
1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR
CONTIUOUS WIRE FEED.
2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING.
SOLDIER BEAM SCHEDULE
1
1
W12x26
2. Inspection of concrete placement for
Toe
Maximum Toe
Total
From To Beam Beam Shored Depth
Drill
Diameter
2
Beam : Beam Qty Section Height
Depth
9.0
13.0
H D
H +D
Dshaft
5
ft ft
ft
in
10.0
_ .1
1
1
W12x26
2. Inspection of concrete placement for
5.0
10.0
15.0
24
2
3
2
W
16 x 36 :
9.0
13.0
22.0
24
4
5
2
W
16 x 40 '
10.0
14.0
24.0
24
6
6 '_
1
W
18 x 50
11.0
14.0
25.0
24
7
8 1
2
W
18 x 60 '
12.0
15.0
27.0
24
9
9 i_
1
W
18x 50
11.0
14.0
25,0
24
10
10
1
W12x26
5.0
10.0
15.0
24
11
11
1
W
12 x 26
5.0
15.0
20.0
_ 24
12
12
1
W
18 x 71
15.0
17.0
32.0
24
13
14 ._
2 _
W
18x71.
13.0
17.0
30.0
24_
15
16
2
W
18 x 60
12.0
15.0
27.0
24
17
17
1
W
16 x 40 :
10.0
14.0 i
24.0
24
18
18
1
W
16 x 36
9.0
13.0
22.0
24
19
19
1
W
14 x 30
8.0
12.0
20,0
24
20
20
1
W
12 x 26
5.0
10.0
15.0
24
STATEMENT OF SPECIAL INSPECTIONS
VERIFICATION AND INSPECTION
CONTINOUS PERIODIC CBC REFERENCE
1. Verify use of required design mix
CHANGE N0.
X
1904.2.2
2. Inspection of concrete placement for
BENCHMARK
X
DfS /GRAD 8Y
proper application techniques.
CHECKED BY
ENGINEERINGDIVISIONAPPROVALS
CI TYOFENCI NITAS- DEVELOPMENTSERVICESDEPARTMENT
3. Material verification of structural steel
a. For structural steel, identification
X
markings to conform to AISC 360.
INT.
b. Manufacturer's report
PLANS PREPARED UNDER SUPERVISION OF
DA7F Io -2�(� I
DA
R.C.E. N0.: 80503
Y P. REED
ENGINEER OF WORK EXP. 3131121
X
GRADING PLAN FOR:
1139MONTGOMERYAVENUE
APN, 257- 040 -16
ta_im nA 11 rno
4. Inspection of welding
a. Multipass fillet welds
X
2303.1.8.1
5. Material identification of timber
a. Identification of preservative
PLANNING
X
VERIFICATION AND INSPECTION ITEMS (OTHER)
6. Observe drilling operations and
maintain complete and accurate
X
records for each element.
CITY ENG#M DA TE
7. Verify placement locations and
curer Q /1C A
plumbness, confirm element
diameters, lengths, embedment into
X
bedrock (if applicable). Record concrete
and grout values.
8. Verify excavations are extended to the
proper depth.
X
SPECIAL INSPECTION REPORT PREPARED BY:
DATED . ON FILE WITH ENGINEERING DIVISION.
1. MONITORING SHAI.L BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE
GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED
APPROPRIATE.
2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING
PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE --ONDITIONS. BASELINE SURVEY DATA TO BE
SUBMITTED TO CITY LAND SURVEYOR.
3. MONITORING SHALL BE PERFORMED AFTER ROUGH GRADING, ANY SIGNIFICANT STORM OR SEISMIC
EVENT AND AT THE TERMINUS OF THE PROJECT. FINAL MONITORING REPORT SHALL BE SUBMITTED
TO CITY LAND SURVEYOR PRIOR TO OCCUPANCY.
4. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 0.75 -INCH. IF THE TOTAL CUMULATIVE
HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL
EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR
FURTHER ACTIONS (AS NECESSARY).
7755 VIA FRANCESCO #1
OF SAN DIEGO, CA 92129, (760)586 -8121
CHANGE N0.
DESCRIPflON
APPROVED
DATE
BENCHMARK
AS- BUILTAPPROVALS
DfS /GRAD 8Y
DRAB BY
CHECKED BY
ENGINEERINGDIVISIONAPPROVALS
CI TYOFENCI NITAS- DEVELOPMENTSERVICESDEPARTMENT
DRAWING NO.
2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA
BLVD. AND ORPHEUS AVE PER ROS 18416, AS PT NO 1024
RECORDED fROM
ELEVATION: 178.543 DATUM: N4 VV 88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DA7F Io -2�(� I
DA
R.C.E. N0.: 80503
Y P. REED
ENGINEER OF WORK EXP. 3131121
RECOM LADED: ED:
JES OWENS EDWARD J. YAMd
// /9 l l 9 s o
DAB DATE
GRADING PLAN FOR:
1139MONTGOMERYAVENUE
APN, 257- 040 -16
ta_im nA 11 rno
14167 -G
PUBLIC WORKS
DA TE
PLANNING
REVIEWER
CITY ENG#M DA TE
INSPFCTOR
curer Q /1C A
PLOT DATE.• 611812019