2019-14358 G (Plans)RIGHT-OF-WAY N 0 TE
OWNER /S TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
48 HOURS PRIOR TO WORKING /N 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 S17E SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 774E
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. 774E SOILS REPORTS TITLED "REPORT OF LIMITED GE07ECHNICAL INVESTIGATION PROPOSED KAY RESIDENCE
311 NEPTUNE AVENUE ENCINITAS, CA APN 256-351-42-00" PREPARED BY C.W. LAMONTE COMPANY INC.
DATED MAY 13, 2019 AND SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL
BE DONE IN ACCORDANCE WI774 774E RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS
J. SEPARATE APPROVALS AND PERM17S FOR ANY CONSMUC77ON WTHIN PUBLIC RIGHT-OF-WAY OR
EASEMENTS SHALL BE REQUIRED IN COIVJUNC77ON WITH IMPROVEMENT PLANS
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E 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
COND17701V EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE 7HAT ANY MONUMENT OR BENCH MARK WHICH 1S DISTURBED OR
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED
LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2J MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 774E HOURS 6F 5:30 P.M. AND 7.•30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UN77L A PRE-CONSMUC7701V MEETING HAS BEEN HELD
ONS17E WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING
CONTRACTOR AND PERMITTEE 774E PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WI774 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 S17E WITHIN
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE. 774E DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE
CITY ENGINEER MAY IMPOSE Wl714 REGARDS TO THE HAULING OPERA770N.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING
APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION- SHALL BE PROVIDED
STATING: "THE GRADING UNDER PERMIT NO. 14J58-G HAS BEEN PERFORMED IN SUBSTAN77AL 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
DIREC77ON HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPAC7701V OF FILLS AND
BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND KILL
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE7701V OF GRADING OPERA7701VS HE SHALL
STATE THAT OBSERVATIONS AND TES7S WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 7HAT IN HIS
OPINION, ALL EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POS177VE DRAINAGE
AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK DN THE S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GRADED AREAS UN77L SUCH 77ME 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 /N
ACCORDANCE NTH 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 KITH 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 774E ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, R007S 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 WTH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND 0774ER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWSE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE 774E AREAS THAT HAVE BEEN
CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION
OF DEBRIS FILL SHALL BE SECURED FROM 774E SOILS ENGINEER AND CITY ENGINEER PRIOR TO 774E DISPOSAL
OF ANY SUCH MATERIAL.
1Z THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT W774 THE CITYS URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WTHIN CITY STREET RIGHT-OF+WAY, DN CITY PROPERTY, OR WTHIN
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 WTHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE
TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED
IMPROVEMENTS ARE IN CONFLICT W774 A CITY TREE, IT MUST NOT BE DISTURBED UNLESS 774E PLAN is
REVISED TO ADDRESS THE TREE REMOVAL.
I& IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED
GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT
GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE
OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES
DEPARTMENT STAFF OF SUCH FINDING AT THE 77ME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED
RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST
IN CONSULTATION WTH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES,
THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR NTH THE
EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE
ALLOWED TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE
FOUND ON THE PROJECT 517E DURING CONSTRUCTION ACI71VlTY, THE PERSON RESPONSIBLE FOR THE
EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY 774E SAN DIEGO
COUNTY CORONERS OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY
OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A
QUALIFIED ARCHAEOLOGIST AND/OR A 7RAD177ONALLY AND CULTURALLY AFFILIATED (7CA) NA77VE AMERICAN
MONITOR, SHALL OCCUR UN77L THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND
DISPOS177ON PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A
TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE
DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST
AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTA7701V AND TREATMENT COULD OCCUR AS
PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WTHIN TWO
WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE
CORONER RECOGNIZES 774E REMAINS TO BE NA77VE AMERICAN, HE OR SHE SHALL CONTACT 774E NATIVE
AMERICAN HERITAGE COMMISSION (NAHC) WTHIN 24 HOURS THE NAHC WOULD MAKE A DETERMINATION AS
TO THE MOST LIKELY DESCENDENT IF NA77VE AMERICAN REMAINS ARE DISCOVERED, 774E REMAINS SHALL BE
KEPT IN SITU (1N PLACE), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE 774EY WERE FOUND,
AND THE ANALYSIS OF 774E REMAINS SHALL ONLY OCCUR QN-SITE IN THE PRESENCE OF THE TCA NA77VE
AMERICAN MONITOR.
EROSION CONTROL
I. 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.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 774E APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF 774E CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. 774E 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 P07EN77ALLY UNSAFE.
7. ALL EROSION CONTROL SMEASURES PROVIDED PER 774E APPROVED GRADING PLAN SHALL BE INCORPORATED
HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 7HE
CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PR07EC77VE 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 774E
STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED
W17HOUT A PERMIT FROM THE CITY.
J. ALL IMPERVIOUS AREAS WITHIN THE S17E SHALL DRAIN TO APPROVED BMP/1MP FACILITIES AND/OR TO TURF OR
LANDSCAPED AREAS W774 ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM 774E SITE ALL IMPERVIOUS AREAS
MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR 7HE TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED /N HARDSCAPE, DRIVEWAYS, OR ANY 0714ER IMPERVIOUS AREA UNLESS THE FLOW
FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5 DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD 774E IMP/8MP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM 774AT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE /T TO AN ADEQUATE 1MP/9MP.
6. ALL STORMWATER IMP/BMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED N7HOUT 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 EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST
MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE
ROOF THAT NLL 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 /N 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 NOE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER /N AND OUT. 774E 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 774E
PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR 774E 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 774E 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 774E EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
STRUCTURE WITHIN THE LIMITS OF THIS PROJECT
J. ALL EXISTING FAC1L171ES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U77LITY CROSSING WTHIN 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 EXIS77NG WATER
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH /S AFFECTED BY THEIR PROJECT. ALL
AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF
FACILITIES DO NOT MEET STANDARDS, 774EN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT 774E OWNERS
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.
B. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 /S REQUIRING THAT NO -LEAD BRASS BE USED IN THE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS
LAW, THE 0157RICT 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 NTH CATHODIC
PR07ECTION /N ACCORDANCE W771 WC-17 OR WC-18.
NOTIFICATIONS
1. THE EXIS7ENCE 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 EXIS77NG
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROJECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT 774E FOLLOWNG OWNERS OF SAID U77LI77ES OR STRUCTURES PRIOR
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWER - ENC/N1TAS'SANITARY DIVISION - (760)-633-2770
B. GAS do ELECTRIC - SDGE - (760)-438-6200
C. WATER - SAN D1EGUlTO WATER DISTRICT-1-BOO-227-2600
D. TELEPHONE - SBC BELL - (760)-489-3411
E. CABLE TV - COX COMMUNICA1701VS-(760)-806-9809 X-2233
2. CONTRACTOR SHALL N07IFY 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 W774OUT BENEFIT OF INSPECTION WLL 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 S17E. 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 ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF -SITU
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE PRO7EC7ED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETA770N, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONS7RUC7ED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES
REMOVE EXISTING VEGETA77ON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF 774E NATURAL GROUND COVER. DO NOT
REMOVE 7REES 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
PLAN77NG FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND 774E SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVA7ON AND GRADING ACTIVITIES
ARE COMPLETE.
WA7ER 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 STORMW47ER 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 W940 PERFORM CONS7Ti'UCTION /N THE CITY OF ENCINITAS SHALL BE
TRAINED TO BE FAMILIAR WITH 774E CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS 774ESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON S17E. 774E
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 MA7FR/ALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO 774E CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWATER. BERMS DIKES SHALL
BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUMPS7FRS WTHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES KITH IMPERVIOUS ROOFING OR
COVERED KITH TARPS /N 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 INFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMAT70N ON LANDFILLS AND TO ORDER
DUMPS7ERS CALL EOCO AT (760) 436-4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND 774E 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
STORMDRA/N INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRA/N.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
FROM C0NS7RUC77ON S17E
FOR MORE INFORMATION ON STORMW47ER 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 = 8 FT
MAXIMUM VERTICAL DEPTH OF FILL = 4.5 FT
CUT = f 170 C. Y. FILL = ±75 C. Y.
EXPORT = ±95 C. Y.
REMEDIAL = 0 C. Y.
* ES77MA7E DOES NOT INCLUDE STR/PPINGS, U77LITY TRENCH VOLUMES OR ANY
OVEREXCAVA770N, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL CONFIRM 7HAT
ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EAR774WORK QUAN7777ES
ARE ES77MATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORE77CAL BASIS
ACTUAL QUAN7771ES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL
GRADING QUAN77TIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR
REMOVAL AND RECOMPAC77ON DEPTHS.
IMPERVIOUS AREAS
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 2116 SQFT
INCREASE IN IMPERVIOUS AREA: 2116 SOFT
IMPERVIOUS AREA REPLACED: __VA SOFT
DRIVEWAY (IMPERVIOUS). __Q__SQFT
TOTAL AREA OF LAND DISTURBANCE= 4000 SQFT
OWNER/PERMI TTEE
BRAD KAY
183 WEST JASON STREET
ENCINITAS CA, 92024
619 - 218 - 0668
SITE ADDRESS
311 NEPTUNE AVENUE
ENCINITAS, CA 92024
APN 256-351-42-00
LEGAL DESCRIPTION
LOT 4S SLOG SEASIDE GARDENS IN THE CITY OF
ENCINITAS COUNTY OF SAN DIEGO, STATE OF NO.
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1800,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, AUGUST 6, 1924.
TOPOGRAPHY
PASCO LARET SUI7ER & ASSOCIATES
PH 858-259-8212
DATE OF SURVEY.• JVLY 11, 2018
OWNER'S CERTIFICATE
1=1oo01
c
VICINITY MAP
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR KILL BE RETAINED TO
SUPERVISE OVER ALL GRADING AC77VITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND C1TYS 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 OWNERS AGENTS, EMPLOYEES,
CONTRACTORS, SUBCONTRACTORS, OFFICIALS OFFICERS, OR REPRESENTA77VES 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 PROPERTY OR PUBLIC EASEMENTS
SIGNATU DATE;-
D KA PIOSTEE
SIGNA7UR \ DATE:
SOILS ENGINEEITS CERTIFICATE
1, CLIFFORD W. LAMON7E A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS /N THE FIELD OF APPLIED SOIL MECHANICS HEREBY CER77FY THAT A SAMPLING AND STUDY OF 774E
SOIL CONDITIONS PREVALENT WTHIN 7741S S17E WAS MADE BY ME OR UNDER MY DIRECTION ON 1-18-2016 AND
FOR AN UPDATE ON 10-6-2016. ONE COMPLETE COPY OF 714E SOILS REPORT COMPILED FROM THIS STUDY, NTH
MY RECOMMENDATIONS HAS BEEN SUBMITTED TO 774E OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY 774AT THE RECOMMENDATIONS INCLUDED /N THE SOILS REPORT FOR
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
it - _ \,
EXP. DATE.- 12,131119
v -,x SHEET INDEX
_.
J08 it 1971JI DESCRIPTION
C.W. LAMON7E COMPANY INC.��
TITLE SHEET
7840 EL CAJON 8LVD, SUITE 200 1 `
LA MESA, CA 91942 � GRADING PLAN
PHONE. (619)-462-9861 OF ac EROSION CONTROL FLAN
_ 4-8 SHORING DESIGN
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE W774 774E 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 INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM 774E
NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC77NG W774/N
774E COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY
THE ENGINEER.
QRpF ESS/Oh
�p �HAE( 9l
SIGNATURE:WNTI�D_0$5��,
DATE.-� �' 'QiPO �n
J; RCE No. 71651
co
PASCO LARET BUTTER &ASSOCIATES w o No. 71651 o m
535 N. COAST HIGHWAY 101 Exp. 12/31/19
SOLANA BEACH CA, 92074
RCE EXPIRES 12-31-19 sTe CIV1�a�P
FIELD OPERATIONS I PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITASFIRE DEPARTMENT
f i
r
aUV ' lv(l 1
SIGN DA7E
I' �� • , • � ■III ,% / / `' ,� ��i..�1 � �
sA FE I N i• TEi
CHANGE NO
DESCRIPTION
APPROVED
DA7F
BENCHMARK
AS -BUILT APPROVALS
ucalwvcu rx r:
unAvnv ri r:
cr rr c ntu cr r:BMA
ENGINEER► G DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
s,p
I zt
DESCRIPTION: BRASS DISC IN TION
MODUUMENT ON 774E INTERSECTION OF S EL
PORTAL ST. AND LA MESA AVE. PER ROS,
AS PT NO. 1025
RECORD FROM:
ELEVATION: 60.60
DATUM: NAW88
8 30�
INT.
DATE
PLANS PREPARED UNDER SUPE;t! OF
DATE.
R.C.E. NO.: 71651
BRIAN M. A OLINO EXP.: 12-31-79
RECOMMENDED.S A P OVED:
/� wa c_ -
JES 0WENS WARD J. NMMER
/ l TY ENGINEER
/O /� 16�/a /I5--
DA7F DATE
GRADING PLAN FOR:
311 NEPTUNE AVENUE
APN: 256-351-36-00
CDP-002911-2019
14358-G
Z4
PUBLIC WORKS
-
-
BRIAN RDOLIN DATE
/- �
r� �A7E�
PLANNING
-
_.
REVIEWER
Oii�
BEN! ENGPNEf-�
INSPECTOR
310
q/Z.8
SHEET 1OF8
O
U
PLSA 2930
PUROW CL PUROW PL CL l L
s
LEGEND
PROPERTYLINE 25' 25� °7.5� ' 7.5'
RIGHT-OF-WAY LINE
-I - ---- � --- EXISTING WATERLINE 15'
EXISTING SEWER LINE 10
98 EXISTING CONTOUR LINE DEMO EX
DEMO EX. CURB & SIDEWALK f
PROPOSED SETBACKS GUTTER P1g�([4"A AVE T
PROPOSED BUILDING FOOTPRINT , CONSTRUCT NEW CONSTRUCT NEW 4' 7E C I SE u
EX. AC PAVEMENT WIDE SIDEWALK�'AV � �
PROPOSED PERMANENT BMPAREA, SEE DET. THIS SHT. CURB PER G-7
t� • col:O Q�k3,
PER G-2 �
._. _ U�itDJAS x :�:::� PROPOSED DECK PER ARCH PLANS
g ,�trnrs.
�"'`•-6 `CLASS tI BASE i F
CENTERLINE OF ROAD
38 PROPOSED CONTOUR LINE i
- - - - - - - - PROPOSED STORM DRAIN SAWCUT I- R
12" th�1DE, f" -GRIND
PROPOSED 4 INCH STORM DRAIN INLET
(FLUSH GRATE ON FS, ATTRIUM'ON FG)
EXISTING RETAINING WALL I ALLEY TYPICAL SECTION
FS FINISHED SURFACE NEPTUNE AVE. TYPICAL SECTION NOT TO SCALE
FG FINISHED GRADE
FL FLOW LINE NOT TO SCALE
FF FINSHED FLOOR
FYSB FRONT YARD SETBACK
SYSB SIDE YARD SETBACK
RYSB REAR YARD SETBACK
I
TOP OF WALL
(TW) =:
T�
b
6" THICK CONCRETE
GAP FILLER* PAVER <bli FL
BOTTOM OF WALL
n ,Q(BW) MIN 6"THICK OF314"
SOIL SUBGRADE { CRUSHED ROCK
- ,
DRIVE WA PAVERS PER CITY PP
�" co GAP W14.8-FOOT GUIDELINES. PAVER TO BE 6" PCC
' 69.31'V✓ "8.77`W .41W " <; . ,,,., 3WIDE PAVER, TYP. OVER.6" y IN. $/4" CRUSHED ROCK
G4P/JOINTBERNEENPAVERS SHALL BEAMINIMUM OF5%�THE PAVER I 72.8 TC 0 75,0TW 72.7TVJ r'2.7TW 62.0BW ;'; 62.0BW 62.06W 68.0TW to 66.0TW DEMO�EE
DIMENSION. AJOINTSHALLBEINSTALLEDATTHEOUTERBOUNDARYOFTHE (723) FL
73 0 BW C-3 RET WALL
PAVER: ALL JOINTSTOBERLLEOWITH3&8"CRLARGERCRUSHEDROCKOR ) e,,.28W 7108W 5208W 3 T1° 9 R1% 620BW C 1 RET WALL 62.OBW 61.9 FS 6 .6 FL 61.9 FS
GRAVEL.
EX. CITY TREE, STICK ON FIRE w,:.< yam.... :. z. vr[ „
TYPICAL WALL ELEVATION TO BE REMOVED AND 5.0TG r N 622 �� POS (3 CONC TE
5F e 4" VC 1% hV K -
REPLACEWITH'LONGLEAF 41E - - - O, �DiC PCC
LOCATIONS SHOWN ON PLAN PERVIOUS DRIVEWAY PAVER DETAIL YELLOWWOOD, 15GAL. 727, W o
NOT TO SCALE NOTTOSCALE 25' - 72.0TG 67.9TG 68• `=a
71.3 IE 4 - SUMP PUMP 62.6 IE 1 0 620 FS
INCLUDE 4"AD 4- SEWER
�LI I EX riv
'SURF 1 P' LAi L 2.(1 BASEMENT 61.9TG ', , C,
z j 75.0 ? SUBDRAIN 60.91E LIGHiWELL r c�y� PROP.4"SEWERRSDSS-0
SI N T P D Ml.' 60.51E ' BASEMENT LATERAL PER SD 1 ;
Q6. 72.2 B WALL (TYP) 2.8 % S Z CONTRACTOR TO VERIFY
MOVE & K „ 2.7 S ` 1 DEPTH PRIOR TO
EX SIDEWALK a' 624 S 61.8 FS `= I J
INSTALLATION.'
PER SDRSD G-7 � PROPOSED SINGLE
LU REMOVE & REPLACE-�` � 20 S � 72.7FS� FAMILYRESIDENCE "'' O'RYS
f
EX CURB & GUTTER
P PER SDRSD G-2 WATER CP t ` r T �i"( FF (UPPER 72.83 62.4 S FS 61� FTe
2" HARDWOOD MULCH/ i 7 .OTW 'O 71. IE � � " P.0% PAD UPPER 72.96 ,z?E *�
GRASS COVER OR CITY DROUGHT TOLERANT �' W 15. TW -
PLANTS(TYPJ MIN. FFLOWER62.67 PROPOr�e�/i�i. %MVi
APPROVED EQUIVALENT Thy �` 72. BW ` �•� G 2.0% 62.0 RW
FG - 6 L O _ C-1 RET. WALL, f PER LIES 1956E ' _ 72.7 TG I �� DOWN SPOUT FOCI 62.0 F 61.0 BW
4 PYCOU MIN`AL
I f2" TW=62.0 72.7FS 8F C-5RETWALL f.01E 61.9TRYJ' d
0 FG- .
62 TRw 7661.--
ISTRICT�'LOWER NOTCH"ALL FOR
18" LAYE VE 12" WIDE @ 6f.5'
ENGINEERED SOf `'2" LAYER OF 3/8"aDTO INSTALL`SEENOTEBEL04i GRAVEL 1"COPPER WATER 2I "P { MIN ( 61. WG=610 YJF�
- LATERAL ANO DUAL ., _PA
'1 24 LAYER OF 3/4 METER PE12 WS-09 AT 72.1 TC 5 '31 -
C-1 RET. WALL--' T2.7 TW 72.7 �G 19 64.0 TW 1.9 63.0 BIORETENT o 6 .99 TRW 60.8) FS
F
GRAVEL OWNERS EXPENSE (71.5JFL 727TW 672TW m -
TW 62.0 a1.5�=.- 72.7BW 70.I E, ._ 6 4 620BW 6101E 69.08W AREAPERDET. ; 60.7BW .y
6788W 620BW y 1 IE
> SAWCUT LIMIT r.: . _ , . ,. THIS SHT.
I HORIZONTAL DEMO TREES „ 62.OTRW �7�DTl
six
3.5' -�' CAUTION/ PROTECT EX PROTECT
DISTANCE BETWEEN W
WALL FOOTINGS
MONUMFNTINPLACE MONUMENTINPLACt
3 1SEWERMAINPER U SFi956F
=7
BIORETENTION AREA DETAILr y F!
NOT To SCALE
' BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE
THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOORD MULCH, AND 20%
TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
f
5 f
N
IV GRADING PLAN
SCALE: Pzf0' QRpf ESS/0
�c0 CHAEL 1�<
Al
z
y" ro No. 71651 Q
Exp. 12/31/19
10 5 0 90 20 3;0
_ - S'l CIVtI �`r
q OF CALi4��
GRAPh7C SCALE IN FEET
CHANGE NO DESCRIP77ON APPROVED DATE BENCHMARK AS -BUILT A PROVALS DESIGpv�F_ LIMA
NED BY. DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING P10.
DESCRIPTION- BRASS DISC IN 711�LL rror. DATE PLANS PREPARED UNDER SUPER I/!SlON OF RECOMMENDED: APPR01/ED: GRADING PLAN FOR:
Z r MOUNUMENT ON 774E INTERSECTION OF S. EL S' Z
PORTAL ST. AND LA MESA AVE. PER ROS, - -- 1 PUBLIC WORKS DATE° ,/
AS PT NO. 1025 BRAN ARDOL DA - '- 311 NEPTUNE AVENUE f 5 4
PLANNING - - JES E OWENS
RECORD FROM: -i? L) J. WJMMER
ELEVA770N: 60.60 =ate I R.C.E. NO.: 71651 O-
T� 'L'N�{(N_EE� ��q APN: 2S6-3S1-36-00
DATUM: NAVD88 SENT NGINEER DA REVIEWER t7 4 t 21A AROOLfNO/i�i-J �r-a c' INSPECTOR -1-
$E °) L� EXP.: 12-31-f9 DATE r- CDP-002911-2019 SHEET 2 OF 8
PLSA 2930
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1
(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE
MATERIAL AS APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4.4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 1/2 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A
PUBLIC STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIAAND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED
ON SAID CONTAINERS.
10. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50%
OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WHITH
15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 61.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT
NOT SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR
GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL SECURITY RELEASED.
TA
5
S
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. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
S. 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 "HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
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, CA 92024) AND ARE
APPROVED AS PER PC RES. 2006-27.
LEGEND
- - PROPERTY LINE
® CENTERLINE OF ROAD
PROPOSED CONSTRUCTION
•ENTRANCE PER yA DETAIL
PROPOSED SANDBAG BERM
■ ■ PROPOSED SILT FENCE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
GRAVEL BAGS OVERLAP
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
TWO LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
INLET PROTECTION
NOTE:
CONTRACTOR TO MODIRY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
CHANNFI 17F RI INnFF TO 3FI)IMFNT
r
w
2. STAPLE EXTRA STRENGTH SILT FENCE OR
WIRE FENCING TO THE POSTS. IF USING
EXTRA STRENGTH SILT FENCE, POSTS ARE
TO BE SPACED CLOSER THAN STANDARD
PRE -MANUFACTURED SILT FENCE
PRODUCTS.
• � ��� ICI
•4. BACKFILL
.1
• COMPACT
EXCAVATED SOIL.
FILTER FABRIC
WIRE (IF INSTALLED)
SILT FENCE DETAIL
COARSE
AGGREGATE
FILTER
FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
CONSTRUCTION ENTRANCE DETAIL
x
I
i
_ ......_..._ THIS SHT. (TYP.)
F
----_
i
GRAVEL BAG INLET CONSTRUCTION
- o:
ENTRANCE PER
l PROTECTION PER''
e ^ DETAIL THIS SHT ' DETAIL THIS SHT. F
ix (TYPICAL)
I r;
Wl-
v.
��. GRAVEL BAG INLET
PROTECTION PER
e2
DETAIL THIS SHT. •� '��
(TYPICAL) ( o o
Ll
r... N ?
h. �.
-
e
I ;
�-------
Al
SECTION A -A
EROSION CONTROL PLAN
SCALE: 1 "40'
RUNOFF //// TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS-/
ACTS AS SPILLWAY GRAVEL BAG DETAIL
No. 71651
Exp. 12/31/19
CHANGE NO DESCRIP77ON APPROVED DATE BENCHMARK S-BUILTAPPROVALS utaic>nrtu L$T: I Ul(r r: UHECK U dr: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
Il L� DESCRIPTION: BRASS DISC IN T70N INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: APPROVED: GRADING PLAN FOR:
MORTAL S T N THE I ESA AVE. P OF S. EL S'SO'L PUBLIC WORKS - DATE' PORTAL ST. AND LA MESA AVE. PER ROS,
AS PT NO. 1025 BR1A ARDOL O DATE - - - 311 NEPTU 'E AVENUE _ -
RECORD FROM: PLANNING R.C.JES OWENS WA1?1? J. 6"JflftLR
E. NO.: 71651 APN: �®�-3�600
ELEVATION: 60.60 1 RENEWER JC7 °l ITY E1(lIV Fi
DATUM: NAVDBB SE ENGI EER DA ARDL, ;;:,, __ _.-- ���'eI19 {J°)I/�
_____.___ INSPECTOR SS 9 ea EXP.: 12-3t-19 DA7E �-- DATF CDP-002911-2019 SHEET I -a
TyPll�
I
EXISTING 2-STORY RESIDENCE
• ° '3 g.d F -
Y ` PROPERTY LINE
=.
s
. .
OWN :';
cj)
RIGHT-OF-WAY r,
u: — 7
TEMPORARY 1-1 SLOPE
m (BY OTHERS TYPICAL)ex
111011,
a
y
(E) SIDEWALK
W
I
r F za_
a I
Z s E J a
j
�i .� -
_3
Q I (E)"CURB Et
W GUTTER
Wa
.p
_...
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE
FOLLOWING GEOTECHNICAL REPORT(S):
A. REPORT OF LIMITED GEOTECHNICAL INVESTIGAION
PROPOSED KAY RESIDENCE
311 NEPTUNE AVENUE
ENCINITAS, CALIFORNIA
PREPARED BY: C.W. LA MONTE COMPANY INC.
DATED: MAY 13, 2019
2. SOIL DESIGN PRESSURES
A. ALLOWABLE PASSIVE EARTH PRESSURE = 350PSF/FT
B. LATERAL EARTH PRESSURE = 30PSF/FT
C. MINIMUM LIVE LOAD SURCHARGE = 72PSF
D. BUILDING SURCHARGE = 900PLF (LATERAL LINE LOAD)
CHANGE N0. I DESCRIPTION
DATE BENCHMARK
LI DESCRIPPON. BRASS DISC IN TAELL
MONUMENT ON THE INTERSECTION OF S. EL PORTAL ST
AND LA MESA Ali; PER ROB AS PT NO..1025
RECORDED FROM.•
ELEVATION: 60.60 DATUM. NAM 88
15
AS-BUILTAPPROVALS
"13
CE F
EXISTING 2-STORY RESIDENCE
INT I DATE PLANS PREPARED UNDER SUPERVISION OF
PUBLIC #WKS
PLANNING
REWEAfR ) t) 9/a!S a v a acFn
Know what's below,
Call before you dig.
DIG_ALERTH TWO WORKING DAYS BEFORE 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
TRENCH/EXCAVATION PERMIT NO -- _ — _ _ _ _ — _
LEGEND
T.O.W. = TOP OF SOLDIER BEAM WALL
B.O.W. = BOTTOM OF SOLDIER BEAM WALL
BY OTHERS = WORK OUTSIDE SHORING SCOPE
(P) = PROPOSED
(E) = EXISTING
PROPOSED IMPROVEMENTS
IMPROVEMENT
TEMPORARY SOLDIER BEAM
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT
DETAIL/SECTION CALLOUTS
3x12 DF#2 TIMBER LAGGING
S ' ._UCT(AkAL ?LAN TeASW 0 4 8 16
pf.0WAjWb j3Y ESGIL, A qqC<
Co.01QAA/y AS PLAN CW.-.GK I I- I15oo SCALE:1"=16/3'
°`• ENGINEERING DIVISIONAPPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
RECOMM DED: APPR QED: TRADING PLAN FOR.
DAZE : 311 NEPTUNEA VENUE
,rSSE S '�i IE ARD J. WIMMER
R.C.E. N0.: 80503 0 8 IN to /1 //1 AP
N.256351.36QO
EXR31/21 DA DATE COP-002911-2019
SYMBOL
I
O
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586-8121
DRAWING NO,
'4358-G
SAFETY CABLE RAILING, PER
CAL-OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 3/SH7)
F'AD ELEVATION
„H„
■m
42"(MIN.)
TIMBER LAGGING, TYPICAL
(SEE ELEVATION FOR SIZE)
5 SACK SLURRY SHAFT
�CKFILL (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)
—�} Dshaft-.�
NOTES: 1. FIELD VERIFY ALL EXISTING Et 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".
' l TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.)
m
N.T
(E) 2-STORY RESIDENCE
5'-3"
5"
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 FIELD VERIFY THE LOCATION AND DEPTHS OF THE
THE NEIGHBORING WALL FOOTINGS, TO CONFIRM THAT THE PROPOSED SHORING WALL
ALIGNMENT AGREES WITH FIELD CONDITIONS.
SOLDIER BEAM CROSS SECTION ALONG NORTHERN PROPERTY LINE
N.T.S.
TIMBER LAGGING
(SEE ELEVATION)
SEE ELEVATION FOR SPACING
i
FILL VOIDS BEHIND LAGGING
WITH LEAN CONCRETE
EPDXY COAT ENTIRE BACK FLANGE
Et 4" OF WEB ALONG BEAM HEIGHT
"H" ¢ 24" (TYPICAL)
5 - PROPERTY LINE
WATER PROOFING ____16141,
-'
Et DRAINAGE BOARDS 3 A
(BY OTHERS)
TEMPORARY TIMBER BURN HOLES THROUGH SOLDIER
BLOCK -OUTS PLACED AT BEAM WEBS FOR LONGITUDINAL \
INTERIOR FACE OF WALL FOR REBAR (1" DIA. MAX.) \
SOLDIER BEAM REMOVAL.
NOTE: 1. EPDXY PAINT MAY BE OMITTED FROM SOLDIER BEAMS #2 Et 16, IF CUT
Et REMOVED BELOW THE PROPOSED RETAINING WALL FOOTING.
2. RECESS SOLDIER BEAMS IN DRILL SHAFTS (AS MAY BE REQUIRED), FOR
ADDITIONAL CLEARANCE ADJACENT TO PROPERTY LINE.
PERMANENTLY ENCASED SOLDIER BEAM PLAN DETAIL (SB# 2-16)
H7
N.T.S.
TIMBER LAGGING
(SEE ELEVATION)
PROPOSED SUBTERRANEAN
BUILDING WALL (BY OTHERS)
BUILDING WALL LONGITUDINAL REINFORCEMENT
(REFER TO STRUCTURAL DRAWINGS)
CUT Et REMOVE PROTRUDING WEB Et FLANGE UPON
COMPLETION OF THE PROPOSED STRUCTURE AND/OR
AS DIRECTED BY THE STRUCTURAL ENGINEER OF
RECORD. FILL ALL VOIDS WITH AN APPROVED
NON -SHRINK GROUT ACCORDING TO PROJECT
SPECIFICATIONS.
TIMBER LAGGING h '� �' (! SOLDIER BEAM
(SEE ELEVATION) I
I ti;
TIMBER LAGGING
(SEE ELEVATION)
20d COMMON NAIL FOR LAGGING
INSTALLATION (4 PER BOARD)
4 TIMBER LAGGING DIAGONAL SUPPORT DETAIL
SH7 N.T.S.
H7
4'-10"
5" —
owim
NEW LOWER LEVEL
PROPOSED PAD H
60,00' (SEE CIVIL DWG)
w
50.00'
(E) 2-STORY RESIDENCE
70.00'
60.00'
-PROPOSED RETAINING WALL
(SEE STRUCTURAL DWGS. )
_50,00'
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 FIELD VERIFY THE LOCATION AND DEPTHS OF THE
THE NEIGHBORING WALL FOOTINGS, TO CONFIRM THAT THE PROPOSED SHORING WALL
ALIGNMENT AGREES WITH FIELD CONDITIONS.
SOLDIER BEAM CROSS SECTION ALONG SOUTHERN PROPERTY LINE
N.T.S.
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)
3
SH7
� 2"
f
21"
21"
1/4" L=6" EACH BEAM
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
CAL -OSHA GUARDRAIL DETAIL
N.T.S.
2" (MIN.)
BEARING DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
/ TIMBER LAGGING
CHIP SLURRY FOR BACK (SEE ELEVATIONS)
LAGGING PLACEMENT r
SOLDIER BEAM 1.5" (MIN.)
BEARING
LAGGING OFFSET DETAIL (SB #1 Et #17)
H7J N.T.S.
SHORING DESIGN GROf lP
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586-8121
CHANGE NO.
DESCR/P110N
APPROVED
DALE
BENCBENCHMARKAS-BUILTAPPROUALS
DRAM BY. CHEW0 8 :
P ENGINEERING DIVISIONAPPROVALS
CITY OFENCINITAS-DEVELOPfdFNrSERVICES DEPARTMENT
DRAWNGNO.
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DESCRIP110N BRASS DISC IN TNEL1
MONUMENT L ON SA INTERSEC110N Of S EL PORTAL S1
AND LA MESA RECORD�E fRr� S PT N0.1025
ELEVATION 6060 DATUM: NAW 88
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INT.
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PLANS PREPARED UNDER SUPERVISION OF M RECOMME DED: APPROVED:
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R.C.E. Na: 80503 �1
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ENQ'NEER O� IltRK EXP. - I DAB T DATE
t?AD1NG PLAN FOR'
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APN:296-351.36.00
tDP-0029P1-20P9
PUBLIC WRKS
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GENERAL NOTES
MATERIAL SPECIFICATIONS
1.
CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE.
STRUCTURAL STEEL
2.
TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF
1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM
CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL -OSHA).
A-992 (GRADE 50).
3.
HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE
2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE
"DESIGN CRITERIA', WILL REQUIRE ADDITIONAL ANALYSIS Et FURTHER RECOMMENDATIONS. NOTIFY THE SHORING Et SOILS
50) OR ASTM A-992.
ENGINEER.
3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36.
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
4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS.
TEMPORARY SHORING FOR SUPPORT IN ANYWAY.
STRUCTURAL Et LEAN CONCRETE
5.
AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION.
A. STRUCTURAL CONCRETE:
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.
1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,50OPSI AT 28-DAYS.
7.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Et NOTIFICATIONS.
2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O16CBC Et ACI 318 TO MEET THE FOLLOWING:
8.
ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR.
A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33.
9.
ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150.
C. SLUMP NO GREATER THAN 5-INCHES.
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
B. LEAN CONCRETE (SLURRY)
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.
1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD.
11.
THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION `,
TIMBER
AND THE INSTALLATION OF SHORING.
1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER.
12.
THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW Et VERIFY THAT THE PROPOSED TEMPORARY SHORING,
CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT.
2. TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH
AWPA U1 USE CATEGORY 4A.
13.
THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE
IMPROVEMENTS PRIOR TO INSTALLATION.
WELDING
14.
THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER
1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR
THE TOP OF SHORING BULKHEAD.
CONTIUOUS WIRE FEED.
15.
INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF
2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING.
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
SOLDIER BEAM SCHEDULE
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
Toe Total Toe
CONSTRUCTION.
From To Beam Beam Shored Depth brill. Diameter
Beam Beam Qty Section Height Depth
....... ..�_ ...
ft ft ft in
SHORING INSTALLATION PROCEDURE
1 1 1 W12x26 4.0 10.0 14.0 24
1.
FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS APPROVED BY
2 2 1 W 18 x 50 11.0 14,0 25.0 24
THE SHORING ENGINEER.
.......,,
3 4 2 W 18 x 50 ' 10.0 15.0 25.0 24
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.
- - - --
5 5 1 W 16 x 40 9.0 13.022.0 24
3.
INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et' SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR
6 7 2 W 16 x 40 8.0 14.0 22.0 24
OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE.
8 8 1 W 16 x 36 7.0 13.0 20.0 24
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 T-0" OR AS OTHERWISE AUTHORIZED .
9 9 1 W 14 x 30 6.0 11,0 1 .O 24
BY THE GEOTECHNICAL ENGINEER.
10 10 1 W 12 x 26 5.0 10,0 15,0 24
6.
BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. +
11 11 1 W 12 x 26 4.0 10.0 14.0 24
7.
REPEAT STEPS 5-6 UNTIL BOTTOM OF EXCAVATION IS REACHED.
12 12 1 W 12 x 26 5.0 10.0 15.0 24
8.
ALL EXCAVATIONS SHALL BE LAGGED AND BACKFILLED BY THE END OF EACH WORKDAY. NO EXCAVATIONS SHALL BE LEFT
13 13 1 W 14 x 30 6.0 11.0 17.0 24
EXPOSED OR WITHOUT BACKFILL.
14 14 1 W 16 x 36 7.0 13.0 - 20.0 24
15 15 1 W 16 x 40 9.0 13.0 22.0 24
la
16 16 1 W 18 x 50 10.0 15.0 25.0 24
17 17 1 W 12 x 26 4.0 10.0 14.0 24
CHANGE NO.
DESCRIP17ON
APPROVED
DATE
BENCHMARK
AS-BUILTAPPROVALS
DESIGNED BK I DRAW BY
CNE BY
IR
7)90
DESCRIPTIONBRASS DISC IN TRU
MONUMENT ON THE INIERSECON OF S EL PORTAL ST..
>5'�p•L\
INL
DATE
PLANS PREPARED UNDER SUPERWSION OF
PUBLIC WORKS
AND LA MESA A PER RO$ AS PT NO..1025
-'
-
DATE
-
RECORDED FROM•
PLANNING
HEM LION. 60.60 DATUM. NAaD 88 '
Iwjr_
R.GE N0.: 80503
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STATEMENT OF SPECIAL INSPECTIONS
VERIFICATION AND INSPECTION
CONTINOUS PERIODIC CBC REFERENCE
1. Verify use of required design mix
X
1904.2.2
2. Inspection of concrete placement for
X
proper application techniques.
3. Material verification of structural steel
a. For structural steel, identification
X
markings to conform to AISC 360.
b. Manufacturer's report
X
4. Inspection of welding
a. Multipass fillet welds
X
2303.1.8.1
5. Material identification of timber
a. Identification of preservative
X
VERIFICATION AND INSPECTION ITEMS (OTHER)
6. Observe drilling operations and
maintain complete and accurate
X
records for each element.
7. Verify placement locations and
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: 6RMer-
DATED_M,;�. ON FILE WITH ENGINEERING DIVISION.
MONITORING
1. MONITORING SHALL 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 CONDITIONS. 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 0.50-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).
ENGINEERING DIVISIONAPPROVALS CITY OFENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
RECOM LADED. PROVED: GRADING PLAN FOR'
�1II NEPTUNE AVE1%E
,ESSE S )E ARD J s9MMER
A APN:256-351-36-IJ0
D ATf CPP-002911-2019
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586-8121
DRAWING NO.
I
PLOT DAZE.•