2017-13288 G (Plans) (2)RIGHT -OF -WAY NOTE
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
N077CE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER
PROPERTY LINE !S
DRAINAGE NOTE
NO CONCEN7RA7ED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN
AWAY FROM S7RUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED
DRAINAGE FACILITY.
UTILITY NOTE
ALL U77LI77ES SERVING 774IS S17E SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WI7H THESE PLANS, 774E 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 774E
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2 774E SOILS REPORT 777LED - LIMITED GE07ECHNICAL INVES77GA77ON PROPOSED SINGLE- FAMILY RESIDENCE WITH A
DETACHED GARAGE AT 265 SUNSET DRIVE, ENCINITAS, CALIFORNIA 92024° PREPARED BY EAST COUNTY SOIL
CONSULTATION AND ENGINEERING, INC. DATED DECEMBER 17, 2015 SHALL BE CONSIDERED AS A PART OF 7741S
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS
SHALL BE REQUIRED IN CON ✓UNC77ON WT774 IMPROVEMENT PLANS
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPER77ES
DURING GRADING OPERATIONS. ANY774ING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION
EXIS77NG PRIOR TO GRADING.
6. 774E DEVELOPER SHALL BE RESPONSIBLE 774AT 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 CON7RACTOR 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 OPERA77NG WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS
9. NO GRADING OPERATIONS SHALL COMMENCE UN77L A PRE- CONS7RUC77ON MEETING HAS BEEN HELD ONS17E
W1774 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 MA7ERIALS TO ANY PROPOSED CONSTRUCTION S17E WITHIN THIS
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 774E
PROPOSED HAUL ROUTE 774E DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE W77H REGARDS TO 774E HAULING OPERA 770N.
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 13288 -G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WT7H 7HE
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY 774E 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
COMPAC770N OF 7RENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE 7HE
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 7HEIR 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
PROPER77ES OP FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GFti_r& 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 7HE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
Sh! ALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. 714E EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE 774E CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE W9TH SPECIFICATIONS
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND
UNIFORM CROSS SEC770N. 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,
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 WA7H THE GRADING ORDINANCE.
1C ALL TREES, BRUSH, GRASS, AND 07HER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
07HERWSE DISPOSED OF OFF 774E S17E 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 7HE DISPOSAL OF ANY
SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSl37ENT W9774 THE CITYS URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY S7REET RIGHT -OF -WAY, ON CITY PROPERTY, OR WR774IN
CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION
UNLESS SPECIFICALLY APPROVED OTHERMSE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY 7REE ROOT
SYSTEMS SHALL OCCUR WITHIN 7HE CITY 7REE DRIP LINE AREA (7HE AREA FROM THE TRUNK OF A TREE TO 7HE
OU7ERMOST FI)GE OF THE TREE CANOPY PRO ✓EC77ON 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 W1774 A
CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS 774E 77?EE REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF & KARA CHINE AT (619)235 -1525, 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 S17E ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL
MEASURES K"EN RAIN IS IMMINENT.
3. DEVICES SHOWV ON PLANS SHALL NOT BE MOVED OR MODIFIED lW774OUT THE APPROVAL OF 7HE ENGINEERING
INSPECTOR.
4. 7HE 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 7HE
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
7RESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY 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 774E
CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PR07FC77W 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 CONSTRUC77ON BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CON7ROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING
ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE
ONTO THE S77?EET 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.
J. ALL IMPERVIOUS AREAS lWTH1N THE S17E 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 BMPIIMP FACILITY AND /OR 7HE TURFAANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2Z 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 /MPAMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED W7774OUT A
PERMIT FROM 774E CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS
PLAN BE REVISED OR 77-IAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXIS77MG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WIN STORM WATER BEST
MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. 774E 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 774E TRASH
ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF 774E DUMPSTER IN
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 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 774E STANDARD
SPECIFICA77ONS 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 774E LOCATION OF OR THE EXISTENCE OR NON- EXIS7ENCE OF ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
J. ALL EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNEC77ON SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED U77LITY CROSSING WITHIN 10
FEET OF PROPOSED WATER MA /NS SHALL BE SHOWN ON IMPROVEMENT PLANS ELEC7RICAL 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 7HEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE
OWNER'S EXPENSE.
5. U77LI77ES 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 07HER 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 K1774
THIS LAW, 7HE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERV7CES SHALL BE PROVDED W17H CATHODIC
PR07EC77ON IN ACCORDANCE WITH WC -17 OR WC -18.
NO77FICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON 7HESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE ]HERE ARE NO
EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR S7RUCTURES LOCA7ED AT THE WORK SITE.
IT IS 7HE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI77ES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF U77LI77ES AND NOTIFICATION OF COMMENCEMENT
OF WORK:
A. SEWER - ENCINITAS WASTEWATER DIS7RICT -760- 633 -2710
B. GAS & ELECTRIC - SOGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DIS7RICT - -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICA77ONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. PHONE. (760)- 633 -2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760)633 -2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION W9LL BE SUBJECT TO RE ✓EC77ON AND REMOVAL.
ON
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 STORMW47ER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CON7RACTOR SHALL POST A SIGN DESIGNA77NG 774E WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED C0NS7RUC77ON S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE 7741S SHALL INCLUDE USING MATERIAL SUCH AS 3- CRUSHED ROCK AND /OR
CORRUGATED S7EEL PANELS11PLA7ES.
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 -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 MAM
ADEQUATE GROUND COVER VEGETA770N, AND BONDED FIBER MA7RIX.
NO EXCAVATION AND GRADING ACT7W77ES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 774E 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 PLAN77NG 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 774E RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLU7ION 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 STORMW47ER STORMW47ER
FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WA774 SOIL STABILIZA77ON
MEASURES AND PROVIDED WTH 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 WWTH 774E CITY OF ENCINITAS STORMWATER POLLU7ION CONTROL REQUIREMENTS THESE BMP N07ES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND 7HE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND 774EIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NA77JRAL STORM RUNOFF DUMPS17ES 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 C0NS7RUC7ON 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
PERV70US SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MA7ER /AL 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.
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE
OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR
ADDITIONS TO THESE PLANS NHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR
THE PROPER COMPLETION OF 7HE IMPROVEMENTS
! HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR MLL BE RETAINED TO
SUPERVISE OVER ALL GRADING C77WTY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE
SIGNATURE.• DATE 017
KA A CHINE
SIGNATURE DA71 - - Z� /�
JEFF NINE /!'�a d
FIELD OPERATIONS
PLANNING AND BUILDING
,,'7 � _A AR
DATE SIGN AIR
OWNER /PERMITTEE
JEFF & KARA CHINE
265 SUNSET DRIVE
ENCINITAS, CA 92024
(619)235 -1525
SITE ADDRESS A.P.N.:
265 SUNSET DRIVE 256 - 411 -07
ENCINITAS, CA 92024
ZONING REOUIREMENTS
R -3
LEGAL DESCRIPTION
ALL THAT PORTION OF L07S 5 AND 6 IN
BLOCK "W" OF SEASIDE GARDENS ANNEX, IN
THE CITY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP THEREOF NO. 1801, FILES IN THE OFFICE
OF THE RECORDER OF SAN SAN DIEGO
COUNTY, AUGUST 6, 1924.
TOPOGRAPHY
PASCO LARET SU17ER & ASSOClA7ES
PH 619- 259 -8212
DA 7E OF SURVEY SEPTEMBER 15, 2015
SOILS ENGINEER'S CERTIFICATE
VICINITY MAP
NTS
1, /`4 A I" I A D O L/ s, D I ALLOA REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY D
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND .S77JDY OF
SOIL COND177ONS PREVALENT WITHIN THIS S 17E WAS MADE BY ME OR UNDER MY DIRECTION ON SEPTf
FOR AN UPDATE ON L(/A . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM
STUDY, WO7H MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERA
I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT 774E RECOMMENDATIONS INCLUDED IN THE
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
SIGNED. k_N a. t. 1�h4.4 OFES S 1ptiy�
MAMADOU SALIOU DIALLO
RCE NO.: 54071 yQ��P� ®iy<l, QgOfE
EXP. DATE jgI31 /17 W No. C 054071 m
Exp: iz 3 17 GE 2104
JOB . 15- 114786
� / EHfP I1 -'Sll�
EAST COUNTY
YRSOIL CONSULT 77ON AND ENGINEER /N s� O A`eFO�\P *sp��;'OTFC �C,.V6
SANIFE, CA 92071OF DAL$"
PROJECT NO. 15- 1147B6
PHONE. (619)258 -7901
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT 7HE WORK PERFORMED BY THE ENGINEER SHALL COMPLY W17H
THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEERS TRADE OR PROFESSION. THE
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY 7HE ENGINEER
IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PLANS OR DESIGN AND IT 7HEREFORE 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 A (SING OUT OF THE WORK PERFORMED BY 7HE ENGINEER.
QROF ESS /ON
AEL q�l
SIGNATURE.• DATE. 111-17
B AN M. ARD L1N0 - RCE No. 71651
cam z� 71651 c,
PASCO LARET SUI7ER & ASSOCIATES C Exp�12/31/17
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
RCE EXPIRES 12 -31 -17 STA C1V1\_
.TA; • • ' '�
STEEPEST EXISTING NATURAL SLOPE ON -SITE = H : V
MAXIMUM VERTICAL DEPTH OF CUT = 4.0' FT
MAXIMUM VER77CAL DEPTH OF FILL = 3.9' FT
CUT = 300 C. Y. FILL = 200 C. Y.
EXPORT = 100 C. Y.
REMEDIAL = 125 C. Y.
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, U77LITY 7RENCH VOLUMES OR ANY OVEREXCAVA770N, IF
REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR
TO COMMENCEMENT OF WORK. EAR7HW0RK QUAN7777ES ARE ESTIMATED FOR PERMIT PURPOSES ONLY
(CALCULATED ON A THEORE77CAL 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 RECOMPAC77ON DEPTHS
IMPERVIOUS AREAS
IMPERVIOUS AREA PRIOR TO CONS7RUC770N. 7.963 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 8.409 SQFT
INCREASE IN IMPERVIOUS AREA: -4-46 -SOFT
IMPERVIOUS AREA REPLACED. 560 SQFT
DRIVEWAY (IMPERVIOUS): 2.240 SOFT
TOTAL AREA OF LAND DISTURBANCE= 25J-O�SQFT
PARKS AND RECREATION
l
SIGN DA IF
SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
GN DATE SIGN DATE
CHANGE NO.1
DESCRIP77ON
AP ROVED
DATE
BENCHMARK
SCALE
AS -BUILT
ut-bl
u Br
i Lt BY
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
DESCRIPTION.- 2" DISC TOP OF CURB EAST
SIDE OF VULCAN OR
LOCATION.• 200' NOR774 OF E STREET
RECORD FROM. RECORD OF SURVEY NO,
18416
ELEVATION: 92.004'
DATUM: NAVDae
HORIZONTAL: 1" = 10'
VERTICAL: N
- to lo'18
PLA S PREPARED UNDER SUPERVISION OF
DATE•
R.C.E. . NO.:
BRIAN M. ARDOLINO EXP.: 12 -31 -17
RECOMMENDED: APPROVED:
-
JESSE OWE S ANK BEL CK
Z TBELV
DA DATE
GRADING PLAN FOR.
265 SUNSET DRIVE
JEFF & KARA CHINE
APN:256- 411 -07
13288 G
2
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ENGINEER'S NAME DA 7E
101"
v
EV7EWER
OR
SENIOR NGlNEER
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*3EWER NOM-
CONTRACTOR TO VERIFY EX
LOCATION AND CONDITION, TO
NOTIFY ENGINEER IF THERE ARE
ANY DISCREPANCIES
CU-1
PVC PIPE
PER PLAN
ti
1� 42 FL
Dl WALL T�
BE PROTECTED\,
iN PLACE'
127°7
\ 0" HT PCC
'FLUSH CURB
PROPOSE
141DE
\ 0=
MErER TO BE N
Ti
AID
\
scy 1d
10 20
GRAPHIC SCALE IN FEET
UNDERGROUND UTILITY
UNDERGROUND UTILITY
146.5 TIN TO CONNECT TO (E) EX TREE TO
-
TO CONNECT IN R/W EXISTING STUCCO INSTALL , 146.5 RW @FG ELECTRICAL BOX
146.1 BWOEX ti BE REMOVED IMPERVIOUS AREA TO
WALL TO REMAIN HANDHOLE D( WALLS TO BE REPLACED W17H
9' 8' 10.05 E 249.5'42' BE REMOVED: w TO REMAIN DG /LANDSCAPE
132
2.5 SB =. .� .
u.
E E E_ s :E E E E E
146j �TG a EX 1REE T
130 145.4 1 146.5 MFG ' BE REMOVED 148.1 7G
1� v
_.
EX EJL 1REE TIT 146:7 1E 1 .7 lG DG
REMOVED C/L (NO WIDTH) SOGE 146.1 BWOIX - 146.8 IE
_ I 8E REMOVED . :r.
EASEMENT 412611950, ai F4 _ �G 71REA Tf
rl
+ + BOOK 3597, P.79, O.R. -
SORSD C -5 146.5 FG % - 147.8 FG '
.,
vow
s, + RET. WALL _____ -- ._ i ... �,��� \=4478 FG
146.4 TO IX. TREE TO
° + IF I*ff + + 8" PVC DRAINAGE 145.0 IE IN BE REMOVED EX ;TREE TO
20,
t
ROCK-
.1 �
7:3 127ta45
EL'SEWER LATERAL `° 1279
TO REMAIN*
EX, SEWER
Co IXISTIN +� E
OF PAVEMi
8" ESVCP
141.0 IE OUT 1484 FS
0� PIPE 0 17.4% _ 146.5 BS BE REMOVED
-\ 146°3 TG 148.015 a IU
12g + F- 1465 FG 145.2 IE 149.5 TIN 0.
17X \� 14 °0 148.2 TW®F5 147.8 FG ��G 147.8 FG
18 Tit)
HIGH 6.� I�146.5 BW9FG - Wau
46:5 TW®FG 146.5 FG 146.146.5 5 TW
Eyl 147°8 FG 47 Dkti
TW®FG
+ 4 + + + DG WALL TO 145.0 BW ®
++ FG F ) E(Sn a
+ IX° EE TO le, 4 E 1
+ + + + BE REMOVED E REMOVED \Nti FEaIDENCE }
+ + + + + ' 148.4 Fs 11485) °r a T
�.
144.5 7W �
29�
(PAD 1478) C -5
5 REL WAL
114.0 TWOFG n
° .
+143.0 BW ®FG "�� (FF•1iC� w 1t
.5 TG B (p �'7 k °°
1
° �� \'4-,� �ry� ! lil =1 �I II I �� ,N�• n, ix- r,.=1 � °° hT
12Z66 FG ° �_
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°
+
EX. WALL TO 6 -�= �49Ri�FS
I
BE REMOVED ` -1 ° °
TS % 148. FT
s 148
4
a
4
4 Fs
1; 70 As /o - 1478 F�
}939K R i_i` _ - 'I 1 Tw w BE REMOVED
EX. PATIO TO
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�.,
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N IX. TREE TQ
129.0 as w .: ��.���c.�L �`�. ox.• - - == i43:owp ®�F G oREMOVED :=
1
NIL! a - Al 1, d 6 � �`� � Sei i6R-c1.pr,
ROOF ABOVE
a % NIE� 148.1 TW" TO REMAIr
9� �t 1
145.0 1W ®FS 146.8 TGr -=--- ""
.0 W ®FG ' 144.0 IE
2 a A
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129.0 FS 2�3% %1.4 %� 220X � V�VA \r� ��(10J 1 ��
q�_..� ,�� � . tLL �. I I .1478 FG a
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12" WIDE a cl' L/. s 1 11 11s
DRNEWAY� s Cd�g 7 f47.8 F 147.8 F
•o
14°8FG
CHANNEL DRAIN' ` � �1\ : � � . ` a „;� 111! 11� EJE: TREE I10�
111 _ 1 r... a � s� I�h 147.8 F
c 11
TG 131.6 CA. WALL ',:��\ r"� � mall
.N
lE 130:5 K _ •S.8' a
,.. � � BE REMOVED \1- �, 1 �� � _. t
,� �„� ., o , , IIcN "'ate � � � x p-� ►1 - _ - - -.. --
S, , i o "µ Fws 1' = _ _ it
- = a l�
S
\ERCLSANDVI'
Dl. WALLS
a
YPROVED
40'
BENCHMARK
TO
t12' 24 12'
- 8'
URAWN Ur °°
1 CHLCKLU HY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
I VARIES VARIES t21' VARIES
2%
p
�
14
1
�o
DESCRIP770N: 2" DISC TOP OF CURB EAST
SIDE OF VULCAN AVE
LOCATION: 200 NORTH OF E STREET
RECORD FROM: RECORD OF SURVEY Na
E 770N: 92.004'
DATUM. NAW88
HORIZONTAL: 1" = 10'
VERTICAL: [y/�
0 0 I
APPROXIMATE
00 HT PCC I
wx
TO BE REMOVED
,
N ate°
Al
t3 f-
EX. 8" PVC AC
DG AREAGRAVEL
WATER PER
CRUSHED
Q o m
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WO -82 -019
ROCK
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146.2 TG
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147.8
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SENT ENGINEER
I'c
QCC
,id79
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°
TG
,
SEINER MAIN ROW :. 9rW
S 05 2 ;
�� NG WALL
TO BE REMOVED
EXISTING SURVEY
MONUMENT 10
PROTECT IN PEACE
XISTING 8" PVC WATER ER \
MAIN PER WO -82 -019
30 GRADING PLAN
INSTALL LARGE COBBLE OR OW PIPE' SCALE. 1 " =f0'
VEGETATION OVERFLOW ON ON OVERFLOW EDGES TO TOP FL PIPE TO MATCH
ENSURE EROSION DOES NOT OCCUR ELEVATION OF OVERFLOW EDGE
TO THE SATISFACTION OF THE CITY
INSPECTOR AND ENGINEER OF WORK 2" HARDWOOD MULCH /GRASS
COVER OR CITY APPROVED
PL 7 LENT
TIO
6 "B WDE PAW
COVER
6" CURB i 2 10 r -1
CUTOFF WALL DETAIL
NOT TO SCALE
* BIORETEN77ON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY
LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT THE MIX SHALL
CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30%
TOPSOIL, FREE OF STONES, STUMPS, ROOTS; SIMILAR OBJECTS, AND ALSO
FREE OF NOXIOUS WEEDS.
** 314" 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 BIORETEN77ON
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALL BIORETENTION
PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
22' MAX
FROM El.
GRADE
SDRSD C -5 RET° WALL
144.5 FG
`-EX. GRADE
CROSS SECTION B -B
NOT TO SCALE
EXISTING WALL TO
BE REMOVED
�-t
EXISTING WALL
TO REMAIN
G fh7:
n.
L _ I Fl;fi
- i' a° ° � �147_?FS _= � • I•I = I -_ ;'I
e °
I 4A9
" -
_I% . il z \. 148 146.01 FS
EXISTING TREE EXISTING W TO EXISTING WALL DOSTTNG SURVEY
TO BE REMOVED BE REMOVED TO REMAI MONUMENT TO
INLET PROTECT IN PLACE
FIRE NOTES.•
1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VER77CAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1
2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO
SUPPORT 77-/E IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL
BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER
DRIVING CAPABILITIES. AMENDMENT 503.2.3
J. FIRE APPARATUS ROADWAY GRADES EXCEEDING 15% ON FIRE APPARATUS
ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT Mt77GATION. MINIMAL
M177GA77ON SHALL BE A SURFACE OR PORTLAND CEMENT CONCRETE (PCC), WITH
A DEEP BROOM FINISH PERPENDICULAR TO THE EN77RE DIRECTION OF TRAVEL, OR
EQUIVALENT, TO ENHANCE TRACTION THE EN77RE LENGTH OF THE GRADE.
ROW q
R
YPROVED
40'
BENCHMARK
SCALE
t12' 24 12'
- 8'
URAWN Ur °°
1 CHLCKLU HY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
I VARIES VARIES t21' VARIES
2%
p
�
14
1
�o
DESCRIP770N: 2" DISC TOP OF CURB EAST
SIDE OF VULCAN AVE
LOCATION: 200 NORTH OF E STREET
RECORD FROM: RECORD OF SURVEY Na
E 770N: 92.004'
DATUM. NAW88
HORIZONTAL: 1" = 10'
VERTICAL: [y/�
0 0 I
APPROXIMATE
00 HT PCC I
wx
A PPROXIMATE EXISTING
PAVING SECTION GRADE
I FLUSH CURB
N ate°
t3 f-
EX. 8" PVC AC
WIDENING 3" OF
W v
WATER PER
CRUSHED
Q o m
U
WO -82 -019
ROCK
'
¢
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SUNSET DRIVE TYPICAL SECTION
a o
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to NOT
CHANGE NO.1
DESCRIP77ON
YPROVED
DATE•
BENCHMARK
SCALE
AS -BUILT
Ut-blU to Hr.*
URAWN Ur °°
1 CHLCKLU HY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
14
DESCRIP770N: 2" DISC TOP OF CURB EAST
SIDE OF VULCAN AVE
LOCATION: 200 NORTH OF E STREET
RECORD FROM: RECORD OF SURVEY Na
E 770N: 92.004'
DATUM. NAW88
HORIZONTAL: 1" = 10'
VERTICAL: [y/�
0 0 I
PLANS PREPARED UNDER SUPERVISION OF
l DATE.
✓
R.C.E. NO.: 71651
BRIAN M. ARDOLINO EXP.: 12 -31 -17
RECOMMENDED: APPROVED:
JES O S ANK BEtaCK - --
DA frz DATE
GRADING PLAN FOR:
265 SUNSET DRIVE
JEFF & KARA CHINE
APN: 256- 411 -07
13288 -G
AN
AS +ur
ENGIN - 'S NAME DA 7E
EVIEWER EC TOR
SENT ENGINEER
SHEET 2 OF 3
PLSA 2420
N
INSTALL SILT FENCE PER
DETAIL THIS SHEET
1
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FABRIC
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III III —III -1 . U -1 —III=
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11161— —111 III_ +II
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Ig{::::A"N i ER ..... _... 148 ..
LEGEND
A" id
ORIGINAL
GRADE — CENTERLINE OF ROAD
PROPOSED CONSTRUCTION
ENTRANCE PER DETAIL THIS SHEET
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER (CO PROPOSED GRAVEL BAGS
1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR GRAVEL BAGS OVERLAP
SEC77ON A -A PROPOSED SILT FENCE
4 BY 4 IN (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING ONTO CURB
TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE
sc �� ALONG THE LINE OF POSTS TO BE SPACED CLOSE THAN STANDARD NOTE_
PRE- MANUFACTURED 5ILT FENCE CONTRACTOR TO MODIFIY CONSRUC7701V
10 5 0 10 20 30 PRODUCTS. ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
/- '// -- -�® CHANNELIZE RUNOFF TO SEDIMENT
GRAPHIC SCALE IN FEET / / �/ a TRAPPING DEVICE
ter- / TWO LAYERS OF GRAVEL BAGS A /
��/ ���- I RUNOFF WITH ENDS OVERLAPPED �
6 W (15 CM) �/�
INLET PROTECTION
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE NOT TO SCALE WIDTH AS REQUIRED . J
THE POSTS AND EXTEND IT EXCAVATED SOIL. TO ACCOMODAIE
INTO THE TRENCH. ANTICIPATED TRAFFIC
III I II II I I FILTER FABRIC v�(
QRONAEL 1pNq! II I I�I I I — WIRE1IF INSTALLED) A 19' RADIUS
_ — MIN.
50 MIN
�,
m No. 71651 o m RUNOFF TWO LAYERS OF GRAVEL BAGS
Exp. 12/31 /17 �—
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
sT clv0- SILT FENCE DETAIL ACTS AS SPILLWAY GRAVEL RAG DETAIL CONSTRUCTION ENTRANCE DETAIL
9TF OF CAL\F�
CHANGE NO. DESCRIP77ON APPROVED DATE BENCHMARK SCALE A - UILT DESIGNED BY. DRAWN BY. CHECKED BY.° ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
DESCRIP770N: 2° DISC TOP OF CURB EAST PLANS PR PARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR:
SIDE OF VULCAN AVE. I.1
LOCATION: 200' NORTH OF E STREET HORIZONTAL: 1" = f0' Ili )0'Ii� 1 DA B• - 265 SUNSET DRIVE
RECORD FROM: RECORD OF SURVEY NO, ENGINEER'S NAME DA TE I / JEFF & KARA CHINE 13288 -G
18416 VER77CAL: N. l JESS 0 �S ANK
R.C.E. NO.: 79651 APN:256- 411 -!�7
ELEVA770N: 92.004' n i 4P1 �p
DATUM: NAVD88 REVIEWER ECTOR SENIOR NGINEER BRI AR OLI EXP.: 12 -31 -17 DA DATE -� SHEET 3 OF 3
PLSA 2420
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11161— —111 III_ +II
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LEGEND
A" id
ORIGINAL
GRADE — CENTERLINE OF ROAD
PROPOSED CONSTRUCTION
ENTRANCE PER DETAIL THIS SHEET
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER (CO PROPOSED GRAVEL BAGS
1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR GRAVEL BAGS OVERLAP
SEC77ON A -A PROPOSED SILT FENCE
4 BY 4 IN (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING ONTO CURB
TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE
sc �� ALONG THE LINE OF POSTS TO BE SPACED CLOSE THAN STANDARD NOTE_
PRE- MANUFACTURED 5ILT FENCE CONTRACTOR TO MODIFIY CONSRUC7701V
10 5 0 10 20 30 PRODUCTS. ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
/- '// -- -�® CHANNELIZE RUNOFF TO SEDIMENT
GRAPHIC SCALE IN FEET / / �/ a TRAPPING DEVICE
ter- / TWO LAYERS OF GRAVEL BAGS A /
��/ ���- I RUNOFF WITH ENDS OVERLAPPED �
6 W (15 CM) �/�
INLET PROTECTION
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE NOT TO SCALE WIDTH AS REQUIRED . J
THE POSTS AND EXTEND IT EXCAVATED SOIL. TO ACCOMODAIE
INTO THE TRENCH. ANTICIPATED TRAFFIC
III I II II I I FILTER FABRIC v�(
QRONAEL 1pNq! II I I�I I I — WIRE1IF INSTALLED) A 19' RADIUS
_ — MIN.
50 MIN
�,
m No. 71651 o m RUNOFF TWO LAYERS OF GRAVEL BAGS
Exp. 12/31 /17 �—
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
sT clv0- SILT FENCE DETAIL ACTS AS SPILLWAY GRAVEL RAG DETAIL CONSTRUCTION ENTRANCE DETAIL
9TF OF CAL\F�
CHANGE NO. DESCRIP77ON APPROVED DATE BENCHMARK SCALE A - UILT DESIGNED BY. DRAWN BY. CHECKED BY.° ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
DESCRIP770N: 2° DISC TOP OF CURB EAST PLANS PR PARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR:
SIDE OF VULCAN AVE. I.1
LOCATION: 200' NORTH OF E STREET HORIZONTAL: 1" = f0' Ili )0'Ii� 1 DA B• - 265 SUNSET DRIVE
RECORD FROM: RECORD OF SURVEY NO, ENGINEER'S NAME DA TE I / JEFF & KARA CHINE 13288 -G
18416 VER77CAL: N. l JESS 0 �S ANK
R.C.E. NO.: 79651 APN:256- 411 -!�7
ELEVA770N: 92.004' n i 4P1 �p
DATUM: NAVD88 REVIEWER ECTOR SENIOR NGINEER BRI AR OLI EXP.: 12 -31 -17 DA DATE -� SHEET 3 OF 3
PLSA 2420
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