LDEV-010871-2020 (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 SPEC I F I CA T IONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
SAN D I EGO 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
RECOMMENDA T IONS, PROPOSED NEW SINGLE-FAMILY RESIDENCE TO BE LOCATED AT 1284 SUMMIT AVENUE,
ENC I N I TAS, CAL I FORN I A " PREPARED BY ENGINEERING DESIGN GROUP, DATED MARCH 30, 2020 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.
J. 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 REPA I RED TO
CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONS l BL E THAT ANY MONUMENT OR BENCH MARK WH l CH IS D l STURBED 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 SA TURDAYS,
SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERA T IONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONS I TE
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 MA TER I AL S TO ANY PROPOSED CONSTRUCTION SITE W I TH I N
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 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. L DEV-010871-2020 HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS
STATEMENT SHALL BE FOL L OWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH
GRADING OPERA T ION.
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 SU I TAB I L I TY OF ANY FILL MA TER I AL . UPON COMPLETION OF GRADING OPERA T IONS 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 EXCA VA TED SURFACES TO PROVIDE POSITIVE DRAINAGE
AND PREVENT POND ING 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 PL ACED . LOOSE FILL
AND ALLUVIAL SO / L S 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 SPEC I F I CA T IONS.
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 COND I T ION. 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 DEBR l S. APPROVAL OF L OCA T ION
OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL
OF ANY SUCH MA TER IAL .
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CI TY'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
CONSTRUCT ION UNL ESS SPEC I F I CAL L Y APPROVED OTHERWISE. NO GRADING, EXCAVA T l ON, OR D l STURBANCE 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 D I STURBED UNLESS THE PLAN l S REVISED TO
ADDRESS THE TREE REMOVAL.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING
ACRVIT 774E PROJECT CON7RACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIW77ES IN
THE AREA OF DISCOVERY TO ALLOW EVALUA77ON OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT
SHALL IMMEDIATELY N077FY DEVELOPMENT SERVICES DEPAR7MENT STAFF OF SUCH FINDING AT 774E 77ME OF DISCOVERY.
THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN,
OR PALEOTOLOGIST IN CONSULTAT70N WI774 THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL
RESOURCES, THE NA77VE AMERICAN COMMUNITY. 774E DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE
EVALUAT70N PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING AC770TIES ARE ALLOWED
TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE
PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER
AUTHORIZED REPRESENTA77VE, SHALL IMMEDIATELY N077FY 774E SAN DIEGO COUNTY CORONER'S 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 TRAD177ONALLY AND
CULTURALLY AFFILIATED (TCA) 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. 1F SUCH A
DISCOVERY OCCURS, A TEMPORARY CONSTRUC77ON EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF
THE DISCOVERY SO THAT THE AREA WOULD BE PRO 7ECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR
THE TCA NA77VE AMERICAN MONITOR), AND CONSULTA77ON AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS
FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING N077FIED IF
THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NA77VE
AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS 774E
NAHC WOULD MAKE A DE7ERMINA77ON AS TO THE MOST LIKELY DESCENDENT. IF NA77VE AMERICAN REMAINS ARE
DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (IN PLACE), OR IN A SECURE LOCA77ON 1N CLOSE PROXIMITY TO
WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF 774E
TCA NA77VE AMERICAN MONITOR.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CAUSY ✓OHNSON AT (619) 993-7559, 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 CONSTRUC77ON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 7HE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC77ON 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 OPERA77ON 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 POTEN 77ALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER 7HE 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 PROTEC77VE DEVICES SHOWN SHALL BE /N PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL.
STORMWATER POLLUTION CONTROL
POST CONSTRUCTION BMP/IMP NOTES
1. FOR STORM WATER POLLU77ON 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 S7REET AND/OR INTO
THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU77ON CONTROL SHALL NOT BE MODIFIED WITHOUT A
PERMIT FROM THE CI TY.
J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACIL177ES AND/OR TO TURF OR LANDSCAPED
AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM 77-1E SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD 774E
APPROVED BMP/IMP FACILITY AND/OR 774E TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA UNLESS THE FLOW FROM 7HE
DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 29 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 FACIL177ES 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 EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY Wl7H STORM WATER BEST MANAGEMENT
PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW
RAIN W47ER 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 774E DUMPSTER AND TO PREVENT ANY FLOW OF
STORM WA7ER 774ROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF
7HE DUMPSTER IN AND OUT. 7HE 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 S7RUC7VRE.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO 7HE STANDARD SPECIFICATIONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS7777)7E REPRESENTA77ON AS TO 7HE ACCURACY OF,
THE LOCATION OF, OR 7HE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND U77LITY, PIPE OR STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT.
J. ALL EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNEC77ON
SHALL BE FIELD VERIFIED. ALL EXIS77NG 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 WRI77EN PERMISSION BY
SAN DIEGUITO W47ER 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 774EIR PROJECT. ALL AFFECTED WATER FACIL177ES MUST
MEET CURRENT W47ER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACIL177ES DO NOT MEET STANDARDS, 774EN
THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT 774E OWNER'S EXPENSE.
5. U77LI77ES TO MAINTAIN MINIMUM 5-FOOT SEPARA77ON WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARA77ON OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS
7. ALL WA7ER SERVICES TO BE CONS7RUC7ED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS
W47ER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-195J IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCT70N OR
REPAIR OF ALL POTABLE WATER SYSTEM EFFEC77VE 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 PROTEC77ON IN
ACCORDANCE WITH WC-17 OR WC-18.
NOTIFICATIONS
1. THE EXISTENCE AND LOCA77ON 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 PRECAU77ONARY MEASURES TO PRO7ECT ANY EXIS77NG
U7LITIES OR S7RUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID U7LITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCA77ON OF UTILITIES AND
NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWER - CSD - (760)-633-2770
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 COMMUNICA77ONS-(760)-806-9809 X-2233
2. CONTRACTOR SHALL N077FY 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 N077CE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED
WI7HOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJEC77ON 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 DESIGNA77NG 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
CORRUGA TED STEEL PANELS/PLA TES.
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- St TE.
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.
I��l�l�'fN1%rrl�]��L►��UZe]:l/i1/��le�r�3r��rr/��►:/�I�[it5l�i)ill://��1e�1�%�r,r�rr;/�:a
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUC77ON SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXIS77NG VEGETA7ON 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 VEGETA7ON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIV177ES ARE
COMPLETE.
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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
CONCRE7E, 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 7EMPORARY 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 POLLU77ON CONTROL REQUIREMENTS THESE BMP N07ES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT 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 lS 5TRICTLY 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. 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 CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED VEGETA7ON 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 ROUTINEL Y CHECK AND CLEAN UP MA TERIAL THA T MA Y HA VE TRA VELED A WA Y 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.
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STEEPEST EXISTING NATURAL SLOPE ON -SITE = 6 H : 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 1.8 FT
MAXIMUM VERTICAL DEPTH OF FILL = 3.9 FT
CUT = f20 C. Y. FILL = 1200 C. Y.
IMPORT = ±180 C. Y.
REMEDIAL = 138 C. Y.
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCA VA TION, IF
REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR
TO COMMENCEMENT OF WORK. EARTHWORK QUA N77TIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR
SWELL FACTORS). REMEDIAL GRADING QUAN77TIES ARE NOT ABLE TO BE DETERMINED. REFER TO
SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS
IMPERVIOUS AREAS
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4.177 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 4.711 SOFT
INCREASE IN IMPERVIOUS AREA: 534 SQFT
IMPERVIOUS AREA REPLACED: NIA SOFT
DRI VEWA Y (IMPERVIOUS): 563 SOFT
TOTAL AREA OF LAND DISTURBANCE= 7,700 SOFT
0 WNER/PERMI TTEE
NORTH AVENUE CAJ, LLC
990 HIGHLAND DRIVE
SOLANA BEACH, CA 92075
SITE ADDRESS
1284 SUMMIT AVENUE
CARDIFF, CA 92007
APN: 260-053-03-00
LEGAL DESCRIPTION
PORTION OF THE NORTHWEST QUARTER OF SECTION 22,
TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE
AND MERIDIAN AND A PORTION OFBLOCK2OFJC CLEARMAN'S
ADDITIONACCORDING TO THE MAP THEREOF NO 207BEING A
PORTIONAFORESAID SECTIONALL /N THE COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA (DOCUMENT NO.2019-0175073)
TOPOGRAPH Y
PASCO LARET SUI TER & ASSOCIA7ES
PH 858-259-8212
DATE OF SURVEY.• April 24, 2019
OWNER'S CERTIFICATE
A FE DR
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z
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VICINITY MAP
C
I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPAC77ON AND STABILITY OF THE S/7E.
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 LMBIL177ES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND
COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR 1N ANY MANNER CONNECTED DIREC7LY 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 PROPERTY OR PUBLIC
EASEMENTS
c
01-27-2021
SIGNA 7URE.• DATE.•
NORTH AVE E CAJ, LLC
SOILS ENGINEER'S CERTIFICATE
1, ERIN E. RIST A REGIS7ERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND S7 JDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC77ON ON MARCH JO, 2020. ONE COMPLETE COPY OF THE SOILS
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDA)TONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RECOMMENDATIONS INCLUDED IN
THE SOILS REPORT FOR 1ELLPROJECT HAVE BEEN INCORPORA7ED IN 7HE GRADING PLANS AND SPECIFICA TONS.
SIGNED:`
ERIN E. RIST
RCE NO.: 65122
EXP. DATE: 01101123 Q�pFESS/pN
JOB #• 206300-1 ��\N E RIST F2 SHEET INDEX
ENGINEERING DESIGN GROUP z SHEET DESCRIPTION
2121 MON 17EL ROAD C 65122 1 TITLE SHEET
SAN MARCOS, CA 92069 2 GRADING PLAN
PHONE: (760)-839-7302 str'f
3 EROSION CONTROL PLAN
sTgTF OFI CAL\F��\P
STATEMENT OF ENGINEER OF WORK
774E UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY 7HE ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH 774E RULES AND REGULA7IONS REQUIRED BY THE CITY OF
ENCINITAS, TO 774E EXTENT THAT THE ENGINEER CON 7ROLS 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
THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC77NG WITHIN THE
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNA7URE.• DA TE.- 01-27-2021 ��Vm�AAE/
BRIAN M. ARDOLINO RCE No. 71651 ,
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
RCE EXPIRES 12-31-21
CC uj RK
No. 71651
Exp. 12/31 /21
C�\L
OF CA\.
FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 1
John Ugrob 3/25/2021
3/24/2021
SIGN
DA IF
SIGN
DA TE
B0-b-Kodey 3/24/2021
SIGN DA TE
SIGN
03/22/2021
DA TE
��z3 21
SIGN DA TE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UL31UIVLU
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ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
RDM
RDM
MA
DESCRIP770N. 2.5" DISC IN SIDEWALK AT THE
SOUTHWAST CORNER OF LEUCADIA BLVD. AND
ORPHEUS AVE. PER ROS 18416, AS PT NO. 1024
ELEVATION: 178.543
DA NAVD88
INT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 01272021
��_ R.C.E. NO.: 71651
!!�/
BRIAN M. ARDOLINO EXP.: 12-31-21
RECO M ND APPROVED:
� � Q � rn�
STE N AK EDWARD J WIMMER
3-25 21 Cl ENGINEER
DATE DATE ZOZ/
GRADING PLAN FOR:
1284 SUMMIT AVENUE
APN: 260-053-03-00
CDP 3673-2020
LDEV-010871-2020
PUBLIC WORKS
BRIAN ARDOLINO DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 1 OF 3
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VOID FILLER - 118" TO 318" (NO.8)
LEGEND
- -
PROPERTYLINE
RIGHT-OF-WAY LINE
W
EXISTING WATER LINE
S
EXISTING SEWER LINE
- 398 - - - -
EXISTING CONTOUR LINE
- -
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
PROPOSED PERMANENT BMP AREA, SEE DET THIS SHT.
PROPOSED CONCRETE
PROPOSED PERVIOUS PAVERS
PROPOSED GRIND AND OVERLAY
77777777771
PROPOSED DIG PATH
PROPOSED ASPHALT
-
CENTERLINE OF ROAD
38
PROPOSED CONTOUR LINE
EXISTING RETAINING WALL
PROPOSED RETAINING WALL
PROPOSED PVC STORM DRAIN
EASEMENTS OF RECORD
OEASTERLY LIMITS: CITY OF ENCINITAS HOLDER OFA MAINTENANCE
AGREEMENT FOR UNCONTROLLED EMBANKMENT RECORDED ON
FEBRUARY 23,2016, AS DOC NO.2016-0077993, O.R.
ENCROACHMENT MAINTENANCE &
REMOVAL AGREEMENT RECORDED
, 2021 AS DOCUMENT
NUMBER 2021- OF O.R.
HOLD HARMLESS FOR DRAINAGE AGREEMENT
RECORDED 2021 AS DOCUMENT
NUMBER 2021- OF O.R.
EASEMENT FOR PUBLIC STREET RIGHT-OF-WAY
RECORDED 2021 AS DOCUMENT
NUMBER 2021- OF O.R.
28'
PREVIOUS PERVIOUS C/L PER
P/L P/L PAVERS RS 1156
9.6' DEDICATION FL EX. EDGE
PAVEMENT
6.5' 6' 2' 13.5'
5.0' 2% I 2% SUMMITAVE
G PATH NUE
D
f-
PCC FLUSH CURB e e
NOT TO SCALE
FIG 156.8
EX 156.0
FS 157.5 NEW SINGLE FAMILY
RESIDENCE
FF=157.5
PAD=156.8
SDRSD C-3 .-..:.•:..: , , ...:::. ' . t✓ 954.3 ' .
8 151.0
RETAINING WALL , , , , . , , ..PRY), ..lRTlF0AL � \
I.:�::•:::•::�::•:: . �• �T � • • • \
50
.......t... B. �.
G 154.8Ol EX ?556 : \
SEPA TE •:::,:.. • If:154;:.:,.::. •.::,::.
mini i nczaini nntiniFnr II ,�---....._ I ........:::....::.::::::.. ....
J=F A I t F'=K
oI a I
z � I
B 1
TG 1�.8
TW 154.9 IE 153.9 I
BW 151.0
DECORATIVE COBBLE -
RIP RAP
IE=153. - - - - - -
EXISITNG STORM DRAIN U - BMP B
INLET AND 6" PIPE - '330 SF y - 155.0 \
T IE�50 36_ FG=153. B 154.0
147.0 I - $ - DECO TIVE CO BLE
TW 154.9 RIP RA
N DWG 13303- I - BW 153.0 4E---'1 .8
- - SDRSD C-3
SDRSD C-3 RETAINING WALL /
RETAINING WALLS BMP 6" OVERFLOW l
TW 154.9 CONNECT TO EXISITNG �1
BW 153.0 6" STORM DRAIN
W E �/ WALL DRAIN, CONNECT TG=154.31 IE 147.5
TO,EXISTING SD INLET
S
10 5 0 10 20 30
SCALE: 1 INCH = 10 FEET
CHANGE NO. DESCRIPTION APPROVED DATE
F 6.8 _
EX 155.9
EX 155.9
�„pVG@Z��o
TG 156.7
IE IR4
GRAVITY RETAINING
WALL, TYPE C-09
ol-- TW 156.0
TG 155.5 BW 155.0
IE 154.3
DESCRIPTION: 2.5" DISC IN SIDEWALK AT THE
SOUTHWAST CORNER OF LEUCADIA BLVD. AND
ORPHEUS AVE. PER ROS 18416, AS PT NO. 1024 BRIAN ARDOLINO
ELEVA TION. 178.543
DA TUM: NA VD88
SENIOR ENGINEER
UNDERGROUND EX.
OVERHEAD-U-TILITIESY\
5' WIDE DG PATH
i -,-FG 155.8
J _ 5'-WIDE PERVIOUS
BMP OVERFLOW PAVER OVERFLOW
- - - - -1 GRAVEL SPREADER
IE=155.8
PCC HEADWALL WITH
DECORATIVE RIP RAP
IE=155.0 - -
TG 155.9 - BMP A
IE 155.1
FIG 155.9 85 SF
EX 156.2 FG=1550
�j FG
TG 155.9
FS 157.5-
5g LAT \Nl
L TG 156.7
��112 IE 155.3
0
G Gl FS 156.4
% �o `tr
\ FF=1570 T • ..,..c:.. . • fS.:. : .
\ \D=156.3
G 156.1`
\ IE 155.2 D r1G TIC
FG156.3
V A EX 156.5 0010 j .6 I ".
FD 3/4 1
/ FS 157.0 00 LS7655
PROTECT
PROTECT INLPLACE IN PLACE
APPROX. LOCATION EX.
/ HP it-__TG SEWER LAT. CONTRACTOR TO
.01 IE 155.4 VERIFYLOCATION, ELEV AND
CONDITION. NOTIFY ENGINEER 1
FS 1575 OF WORK IFANY
TW 156.7 DISCREPANCIES 1
BW 156.2 1
GRAVITYRETAINING \� 1
WALL, TYPE C-09 1
✓� TG 156.7 \
�l IE 155.8
TW 156.7
BW 156.0
,
GRADING PLAN
SCALE: 1 "=10'
IMPERVIOUS, PERVIOUS AND TREATMENT AREAS
PAVEMENT TYPE
BMP A (SF)
BMP B (SF)
IMPERVIOUS PAVEMENT/BUILDINGS
1969 SF
2,742 SF
PERVIOUS LANDSCAPE AREA
1,565 SF
4,511 SF
TOTAL AREA
3,534 SF
7,253 SF
REQUIRED BMP AREA
85 SF (4%)
313 SF (9.8%)
PROPOSED TREATMENT AREA
85 SF
330 SF
U
/FD 314" IP LS 8084
I
l PROTECT IN PLACE
/ F TRANSITION FROM
NEW EDGE OF
PAVEMENT TO EXIST.
(FS 155,90)
155.6
(FS 15558) .'... .
'.'.-PERVIOUS. PAV);R:.
I
.:. PARKING....'.-
I
C .'.':'P.. TO. k.-.- I
..................
I
2.0%
zo%.......1.......
\\
.. ' ..' . /' .' .' .' .' .' .' .'
I
.
::::
(FS 156.15)
...........'
•' •' • • SAWCUT 1.5' FkOM NEW
-
E�p. GE OF PAVE ENT,
REPLACE WIT.
4"ASPHALT
'O.VER6'.CL.11
SE
A
. .................
.................
a
PR. EDGE':::.'.'
ASPHALT '-'- -
a
..1^LOW ......... , ...
GRIND AND
i " " '
OVERLAY TO
o
y
STREET CENTER
z
...........................
`<
CL PER
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NEW.ASPHALT ....
RS 1156
. PAVEMENT .......
:::::::. :........
APPROX.
n
SEWER PLUG
,•,•,•,•,•, , , ,•,•,•,•,
LOCATION
a
..................
z
EAr0..
<
......
28:00' .. .
GTO GL.
APPROX. EX.
S 156.12J
SEWER LAT.
N
::(Fs r5s:is):.:I:::
(FS 156.50)
1 1
F TRANSITION FROuj
NEW EDGE OF
PAVEMENT TO EXIST. 7
APPROX. EX WATER
METERS
1284 AND 1310 SUMMIT
DISTRICT TO UPGRADE a
1284 METER TO DUAL m
WATER METER PER -
WAS WS-09 AT OWNERS
EXPENSE
U
1310 - PGRADE TO
o
TRAFFIC RATED METER ozo
BOXANDADJUST BOX(n
1
n
TO GRADE
rn
�I
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
6" CONCRETE HEADWALL
6"X 16"PCC FLUSH CURB AGGREGATE IN VOIDS
OR DEEPED G-1 CURB
BEDDING COURSE - 2" THICK OF 1/8" TO Emu
318" (NO.8) AGGREGATE P -
CHOKER COURSE - 4" THICK OF 3/8" TO 112"
(NO.57) CRUSHED ROCK
p- o
MIN 6" THICK OF 3/4"CRUSHED ROCK- REFER
TO MANUFACTURER'S SPECS. FOR THICKNESS
FOR FIRE APPARTUS (H-20) LOADING - IF
APPLICABLE
f
1
CITYAPPROVED PAVER W/ MIN. 3/8" VOID BY
ORCO AQUABRIC OR CITY APPROVED
EQUIVALENT
SOIL SUBGRADE
NOTES:
-ALL AGGREGATE MUST BECLEANIWASHED AND FREE OF FINES (SAND, SILT, ETC.)
- THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
EACH COURSE SHALL BE VIBRATORYCOMPACTED BEFORE PLACEMENT OF NEXT COURSE
NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
SPECIAL APPROVAL REQUIRED FOR USE IN HIGHL Y EXPANSIVE SOIL - SUBDRAIN MAYBE REQUIRED
CONSTRUCTION.
-PAVERS TO BE COVERED AND PROTECTED DURING CONSTRUCTION
PERVIOUS DRIVEWAY PAVER DETAIL
2%
MIN.
18" LAYER ENGINEERED SOIL
"SEE NOTE BELOW
2" LAYER OF
3/8" GRAVEL
6" LAYER OF 3/4" GRAVEL
*"SEE NOTE BELOW
NOT TO SCALE
INSTALL DECORATIVE COBBLE ON
OVERFLOW TO ENSURE EROSION DOES
NOT OCCUR TO THE SATISFACTION OF
THE CITY INSPECTOR AND ENGINEER
OF WORK
DROUGHT TOLERANT
PLANTS (TYP.)
FIG 155.0
11II AIM=1
-I I-1 I-1 I I 1-
I
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
1%
' 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.
3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6". THE EFFECTIVE AREA OF THE
BASIN SHALL BE LEVEL DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL A
NOT TO SCALE
PL
WALL HEIGHT PLUS
TOP OF WALL (TW)
FENCE NOT TO
FG=154.9
EXCEED SIX FEET,
"SEE NOTES BELOW
4" PVC STORM DRAIN
IE PER PLAN
x
-III-III-III-III-i
BOTTOM OF WALL (BW)
FG=151.0
WALL DRAIN
iiIIII�I
�
SECTION B-B
TYPICAL WALL CALLOUTS
NOT TO SCALE
6" OVERFLOW RISER
TG 154.3 TOP OF C-3 WALL NOTES:
IE 147.5 RETAINING WALL `FENCES AND RETAINING WALLS SUBJECT TO EMC
FS 154.9 SECTION 30.16.01 G.
4" PVC INLET PIPE 0.5% MI FIG 153.8 6"MIN .%� m **COMBINED HEIGHT OF RETAINING WALL PLUS FENCE
---- ---- ----- ---- I -- - SHALL NOT EXCEED SIX (6) FEET IN HEIGHT FROM THE
I I -III -III -III -III -III -III -III
-I I D FINISHED GRADE OF THE ADJACENT PROPERTY
18" LAYER ENGINEERED
SOIL *SEE NOTE BELOW =1I III III-III-1I III III III-1I
D FIG 151.0
2" LAYER OF 3/8" GRAVEL
6" LAYER OF 3/4" GRAVEL-- TF 150.5
""SEE NOTE BELOW D EXISTING 6" STORM DRAIN
-III-III-III-III-III-III-III-III-III-III 12-1 I-1 I I-1 11= PROTECT IN PLACE
IiI IIiI I IIiI IIiI I IIiI IIiI I IIiI IIiI I IIiI IIiI I Ilil 1- IE=1470
DROUGHT TOLERANT
PLANTS (TYP)
1
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.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6". THE EFFECTIVE AREA OF THE
BASIN SHALL BE LEVEL DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL B
NOT TO SCALE
DESIGNED
AS -BUILT APPROVALS DRAWN B Y. CHECKED BY.
RDB Y. M HUM BMA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
/NT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO M ND APPROVED: GRADING PLAN FOR.
DATE PUBLIC WORKS DATE: 01-27-20212. Wi,
PLANNING R.C.E. NO.: 71651 STE 0 K EDW RA D J WIMMER
ENGINEER
DATE REVIEWER I BRIAN M. ARDOLINO 3-25-21 CITY
"a 64 -, 0001
INSPECTOR EXP.: 12-31-21 DA TE DA TE ICDP 3673-2020
1284 SUMMIT AVENUE
APN: 260-053-03-00
P
m No. 71651 o m
Exp. 12/31 /21
CIV1�
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DRAWING NO.
LDEV-010871-2020 1
SHEET 2 OF 3
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PL SA 3231
LANDSCAPE EFFICIENCY BMP NOTES
1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO 4 BY 4 IN (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING NOTE:
DETECT PLANT OR IRRIGATION SYSTEM FAILURE TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION ALONG THE LINE OF POSTS. TO BE SPACED CLOSER THAN STANDARD CONTRACTOR TO MODIRY CONSRUCTION
3. ERADICATION OF INVASIVE SPECIES PRE -MANUFACTURED SILT FENCE ENTRANCE IN THE FIELD AS NECESSARY
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED PRODUCTS.
5. REPLENISHING MULCH AS NEEDED CONSTRUCT SEDIMENT BARRIER AND
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY CHANNELIZE RUNOFF TO SEDIMENT
PLANT GROWTH TRAPPING DEVICE
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS GRAVEL BAGS OVERLAP
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS ONTO CURB
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 6 IN (15 CM) DITCH
ALLOWANCE) RUNOFF TWO LAYERS OF GRAVEL BAGS
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE" r�'' WITH ENDS OVERLAPPED
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE i
ALLOWANCE) THE POSTS AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH. GAP BETWEEN BAGS q — /
ADDITIONAL NOTES ACTS AS SPILLWAY GRAVEL BAG DETAIL /
TWO LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE I I I I I FILTER FABRIC
COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT
SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, INLET PROTECTION _
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 �� WIRE IF INSTALLED)
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. SILT FENCE DETAIL q
19' RADIUS
MIN.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA 50' MIN
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, -
SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. /
STABILIZED CONSTRUCTION ENTRANCE
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 / ' ' • • • • ' ' ' ' ' • • ' ' II COARSE
APPROVED AS PER PC RES. 2006-27. Jt.
........... AGGREGATE
/ ...........: r:::
LEGEND / i / _ FILTER
FABRIC
:....:.:.:.....i........ \� -ORIGINAL
- - PROPERTY LINE _ ......... GRADE
_ J i0 0 (..'.'.'.'.'.. .
CENTERLINE OF ROAD / / / / .I
/
PROPOSED CONSTRUCTION v 1.1 MIN., UNLESS OTHERWISE
�............
ENTRANCE PER DETAIL THIS SHEET / p SPECIFIED BY A SOILS ENGINEER
i
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/'�°/ :..../ SECTION A -A
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� EROSION CONTROL PLAN F OF CA��F
GRAPHIC SCALE IN FEET I - SCALE: 1 "=10'
DESIGNED B Y. DRAWN B Y: CHECKED BY.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS RDM RDM BMA ENGINEERING DIVISION APPROVALS CITY OFENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: 2.5" DISC IN SIDEWALK AT THE /NT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO M ND APPROVED: GRADING PLAN FOR:
SOUTHWAST CORNER OF LEUCADIA BLVD. AND
ORPHEUS AVE. PER ROS 18416, AS PT NO. 1024 PUBLIC WORKSOL DATE: 01272021 � 4�
ELEVATION: 178.543 BRIAN ARDOLINO DATE LDEV-0108T 1-2020
DATUM: NAVD88 PLANNING �R.C.E. NO.: 71651 STE 0 K EDWARD J. WIMMER 1284SUMMITAVENUE
SENIOR ENGINEER DATE REVIEWER !y/ 3-25-21 CITY ZOZ, APN: 260-053-03-00
INSPECTOR BRIAN M. ARDOLINO EXP.: 12-31-21 DA TE DA TE CDP 3673-2020 SHEET 3 OF 3
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