2020-14723 G-LDEV-012651-2020 (Plans)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
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 SPECIFICATI0NS FOR PUBLIC
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "PRELIMINARY GE07ECHNICAL INVESTIGATION & FOUNDATION RECOMMENDATIONS
PROPOSED NEW RESIDENCE" PREPARED BY ENGINEERING DESIGN GROUP DATED SEPTEMBER 16, 2019, PROJECT NO.
196180 -1, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATI0NS CONTAINED IN SAID REPORT.
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 PRECAU77ONS REQUIRED TO PROTECT ADJACENT PROPERTIES
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH 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 (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 OPERATI0NS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE
WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLET70N OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICA77ON" SHALL BE PROVIDED STATING.
"THE GRADING UNDER PERMIT NO. 14723 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION
HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLET70N 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 EXCAVAT70NS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND
PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE
WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND
UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCAT70N OF
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN
CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCT70N
UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT
SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE
OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE 1S NOT CLEARLY LABELED
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A
CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAY ROSE AT (858) 945 -2903, 24 HOURS A DAY
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL
MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED
HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION
BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING
ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE
ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED
WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS
AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER
APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE
IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A
PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST
MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL
BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY
LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH
ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON
FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL
AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS.
IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE
OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH
THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT
OF WORK:
A. SEWER - CARDIFF SANITARY DIVISION - 760 - 633 -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 COMMUNICATIONS - (760)806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO
CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR
CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR
SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE
TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL
OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = N /A, NO NATURAL SLOPES ON SITE
MAXIMUM VERTICAL DEPTH OF CUT = 2.3 FT
MAXIMUM VERTICAL DEPTH OF FILL = 3 1 FT nUNDER CUT = 50 C. FILL = 235 EXPORT = 315 C.Y.
REMEDIAL = 600 C.Y. ( 520 REMOVAL AND RECOMPACTIAND 80 OUTSIDE F
BUILDING AR
* ESTIM 'NOT CU STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY
SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS.
ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT
ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS.
URB AREA: 10.062 SQFT
IMPERVIOUS AR AS
ON -SITE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,242 SQFT
OFF -SITE IMPERVIOUS AREA PRIOR TO CONSTURCTION: 0 SQFT
ON -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 5.540 SQFT Q
OFF -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 75 SQFT
DECREASE IN IMPERVIOUS AREA: 601 SQFT
IMPERVIOUS AREA REPLACED: 6.285 SQFT
ZONING REQUIREMENTS
R -11 (RESIDENTIAL - 11)
OWNER /PERMITTEE
JAY & KIM ROSE
1501 VIVALDI STREET
CARDIFF BY THE SEA, CA, 92007
(858)945 -2903
SITE ADDRESS
1542 SUMMIT AVENUE
CARDIFF BY THE SEA, CA
A.P.N.:
261 - 360 -16 -00
LEGAL DESCRIPTION
A PORTION OF THE NORTHWEST QUARTER OF
SECTION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST,
SAN BERNARDINO MERIDIAN, CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO UNITED STATES GOVERNMENT
SURVEY, APPROVED APRIL 19, 1881.
TOPOGRAPHY
TORGERSEN SURVEYING, INC.
PH 619 - 535 -8674
DATE OF SURVEY: JULY 11, 2019
OWNER'S CERTIFICATE
PACIFIC
OCEAN
NG
��3"
TA
pm
SI TE
VICINITY MAP
NTS
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION STABILITY OF THE SITE.
1 (WE) HEREBY AGREE TO- INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM,
AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WI774 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 WITHIN THE PRIVATE
PROPERTY OR PUBi/C EASEMENTS - n
SIGNATURE:
J
SIGNATURE:
K
DATE: 09 10912020
DATE: 0910912020
SOILS ENGINEER'S CERTIFICATE
I, ERIN E. RIST A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON SEPTEMBER 16, 2019.
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS
BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: _ ______ DATE: X10912020 ___
IN E. RIST QRpFESS /ONq
E.
RCE NO.: 65122 w C 65122 m
EXP. DATE. rn
JOB #• 196180 -1
ENGINEERING DESIGN GROUP ST CIV1\-
2121 MONTIEL ROAD qTF OF CAO
SAN MARCOS, CA, 92069
PROJECT NO. 196180 -1
PHONE: 760- 839 -7302
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES 7HAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 7HE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR
DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERAAM, ED BY E ENGINEER.
SIGNATURE. DATE: 09 09 2020
BRfAN M. ARD -OLINO RCE No. 71651 Q�ofESS/QN
PASCO LARGT SUITER & ASSOCIATES c�0 ��NAEL qql
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
RCE EXPIRES 12 -31 -21 z z
w m No. 71651 o m
Exp. 12/31/21
CIVI\.
BMP PROJECT STATUS
STANDARD
PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
9/17/2020 9/17/20 OJ° /iJ /2020 / I 12,,
OAL SIGN DATE SIG DATE SIGN DATE SIGN DATE SIGN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCJISEL 6T. �/ Urci 6T. k��BMA 6T:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES
DEPARTMENT
DRAWING NO.
-EE
EL SEL
1
LOWER POOLAREA: ADD STAIRS WALLS AND PLANTERS. RELOCATE
��
101'�120
DESCRIPTION: CONTROL POINT ENC-41
LOCATION: O TURNAROUND .5 EAST SIDE
OF NB HWY 101, 0.5 MILES NORTH
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 09 09 2020
R.C.E. NO.: 71651
�
BRIAN M. ARDOLINO EXP.: 12 -31 -21
RECOMMENDED: APPROVED:
Steve Nowak, PjA..a p. I�, .1.
STEVE NOWAK EDWARD J. WIMMER
CI ENGINEER
9/21/2020 flzWo2o
DATE DATE
GRADING PLAN FOR:
1542 SUMMIT AVENUE
JAY &KIM ROSE
APN: 261 - 360 -16
PLANNING CASE NO: 3371 -2019 CDP
14723 -G
BASIN CHANGE DRIVEWAY ENTRY TO PAVERS
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PLANNING
OF CHESTERFIELD DRIVE.
RECORD FROM: 12' 18416
ELEVATION: 73.612' DATUM: NAVD88
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 1 OF 3
PLSA 3148
w
Q
U
O
Qo�
W g °N'
»_ U
W__
Lu�W
Qom
OUZ
UZ�
Oo
a ZOO co
PROPERTY LINE
NTER LINE
W- NG WATER LINE
S EX IS WER LINE
----398 EXISTING UR LINE
EXISTING STRU
PROPOSED SETBACK
PROPOSED BUILDING FOO
PROPOSED ROOF ABOVE
+ + + + + + PROPOSED PERMANENT BMP AREA
PROPOSED CONCRETE
PROPOSED PERMEABLE PAVERS
PROPOSED ASPHALT
I PROPOSED SAWCUT LINE
38 PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL
PROPOSED PLANTER WALL
PROPOSED 4" HDPE AREA DRAIN BY NDS OR APPROVED EQUAL
PROPOSED 4" PVC SDR -35 STORM DRAIN PIPE
NOTES:
1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED
UNDERGROUND.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINT SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY
A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO
PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED
CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC
RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED
TO THE SATISFACTION OF THE CITY ENGINEER.
4. CONTRACTOR TO FIELD VERIFY LOCATION, ELEVATION, AND CONDITION OF EXISTING
SEWER LATERAL.
TOP OF WALL
(TW)
-
.II�III 'I
=1 I I =III=
-III BOTTOM OF WALL
i.
i'.
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
PERVIOUS PAVERS WI
VOID FILLER 8 " TO e (NO.8) MIN. s " VOID
AGGREGATE IN VOIDS 6" X 16 "PCC FLUSH CURB
BEDDING COURSE -2 "THICK OR DEEPENED G -1 CURB
OF e " TO e " (NO.8) AGGREGATE
CHOKER COURSE -4" THICK c,
OF 8 " TO� "(NO.57) CRUSHED ROCK
III -III -I
MIN. 6" THICK �I -- = III -1 11-
oF3 "CRUSHEDROCK -III= III = III =III= III = III = III =III =III -1
4 - 111IIIIIIIII�� III =1I1 =1II_III III, ,III =III=
SOIL SUBGRADE -111 -
PAVER SECTION
NOTE: NOT TO SCALE
-ALL AGGREGATE MUST BE CLEAN/WASHEDAND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
* *CONSTRUCTION NOTE:
- PAVERS TO BE COVERED AND PROTECTED DURING CONSTRUCTION
CHANGE NO.
SITE IMPERVIOUS AND PERVIOUS AREAS
PAVEMENT TYPE
SITEAREA
IMPERVIOUS PAVEMENT /BUILDINGS
5,615 SF
PERVIOUS LANDSCAPE AREA
4,
TOTALAREA
A401FT062 SF
* *200 SF PROP. TREATMENT AREA (REQUIPAPREATMENT AREA =190 SF)
IPTION
APPROVED I DATE
I
I
v.
I I1
130.90 TW APPROXIMATE LOCATION OF
129.50 TW @ FG q SEWER MAIN. CONTRACTOR MUST A P N
LOCATE AND VERIFY LOCATION OF SDRSD C -2
EXISTING SEWER LATERAL. RETAINING 141.00 TW SDRSD C -9
130.90 TW 134.00 TW WALL 139.00 BW RETAIN
127.00 BW ING WALL 60 -630 -1 `J 145.00 TW 146.00 TW
1"x18" IP 129.50 TW @ FG 132.50 TG 133.90 TG 134.00 BW 140.00 TG 141.50 TG 143.10 TW 143.70 TW 142.70 BW 142.90 BW
POWER POLE PROTECT IN
PLACE. ALL SERVICES SHALL
BE UNDERGROUND FROM
POLE TO NEW RESIDENCE
1 "X18" IP
SDRSD C -2 STAMPED
RETAINING WALL "PLS 8548"
PROTECT IN PLACE
151.00 TW 151.60 TG
STAMPED 129.00 BW 131.50 IE 132.90 IE 139.00 IE 140.50 IE 142.00 BW N 66° 49 35 E 202.90 142.50 BW 145.00 IE j 151.00 BW _ 150.60 IE_ _ 7 71=7 "PLS 8548"
PROTECT IN PLACE 1`L� - - - �� - -� - 3
w -' 4" SD PCV - A-
�3 SYSB w w w -2�/0 - �_ �_ 152.
PIPE � a '° °. ;'1.53`52 y` 1. FL
FD 1/2" PIN NCLOSE POOL ° ' ° - 14 .90 p , LA ° S p
130.90 TW 140.00 a p 143.10 TG ° a a T o/ °
PROTECT IN PLACE EQUIPME AREA 142.3 TW WALL BY ° T40 °L I a 141.50 IE s ° 9 °
130.50 BW " FS ° „° ° °' , ° Io 142.10 ,_
132.00 BW OTHERS °I40.301°G F a p ° I.
127.00 SEWER 1.3.3 IE' a ,142.55
FG LATERAL T BE -BUILDING
130.70 TG I 20' I / FIELD VERffIED a` a p °G °>
6.60 IE RYSB I , . f FOOTPRINT
`
URB 1.0%
■ �� �C
I mm
iliall
■!� 11. loll!
O7 p Q �` PROPOSED SINGLE 15 ° 152 z
CD
130.90 TC I 14
442,50 `5Q7 G ° F FAMILY RESIDENCE 150 I GE_ -� FS 13 FS .60 N .
o MI N
07 U °d 6" SD PC c p �? I FF= 142.66 ,
MIT OSED I 152.90 152.20 ° " '
a 4 d.
N
PIPE_ 131.50 PR ED P PER N8 0 =1'r' PAD = 141.83_0 x150. I I , °A,.� / FS. _ FS
[] FG °
i 5 IE 31.00 TG PO R p ° FF =1`, A I
cn I RAT
a "�, ° 1'2 .55 SECOND FLOOR
° TIVE 129.75 IE SEPERA RMIT x 150.4 C" 4
\\ RMIT c FF= 153.75 / \ Ln
a COBB I rROOF
c°o I 10' �/
130.70 TG " o SEWER \ .45 d
126.60 IE EASEMENT I a'I ED PCV 142.35 TW p`�.40 p FSo45 °149.5 A A 132.00 BW 1 9 a p .F $ %`�
RETAINING WALLi 50TC 132.25 L ° `a ° p ° p 2.0 ' 4
TO BE REMOVED C- \\ FS
.40
130.9 TW A 140 0 G a
SDRSD C- 30.50 1.29:60
r
RETAINING WALL FG =j29p • _
130.90 TW 3 90� 0.40
131.5 133 14
129.50 TW @ FG
127.00 BW 6" SD PCV 130.50TC1 W 132.0 140.50 TW 137.00 TW 140.40 TG 140.40 TW 142.40 TG N 66° 49'35" E 199.58'
1 "x18" IP PIPE RETAINING WALL 31.90 TG 131.00 IE 133.30 BW 135.50 BW 139.40 IE 138.30 BW 141.40 IE
STAMPED TO REMAIN 130.90 IE 133.30 A Oki
' PLS 8548" FOUND 3/4" IP 130.90 TW SDRSD C -2 133.30 B
PROTECT IN PLACE PER PM 20124 128.00 BW DECORATIV RETAINING WALL a
PROTECT IN PLACE COBBLE RIPRAP 30 -4
SDRSD C -3 DROUGHT
RETAINING WALL TOLERANT
130.50 PLANTS
(TYP.)
1.5'
2" HARDWOOD MULCH/- 1�.5 GRASS COVER OR CITY F
APPROVED EQUIVALENT
18" LAYER
ENGINEERED SOIL I -
* *SEE NOTE BELOW I =
CONNECT ALL BMP
OVERFLOWS AND WEST
AREA DRAIN TO 4"
PERFERATED SUBDRAIN
RUNNING ALONG ENTIRE PIL
4" SOLID W
4.
HOLD HARMLESS FOR DRAINAGE AGREEMENT
RECORDED 2020 AS DOCUMENT
NUMBER 2020 - OF O.R.
SEWER
EASEMENT
6" OVERFLOW
PIPE
TG 130.70
IE 126.6
2" LAYE
12" LAYER OF 3/4" GRAVEL
* *SEE NOTE BELOW
fw
ENGIN
S OIL MIX WITIHONO MO E T CO TENT. XIMUM
HALL DEWANDN 65%
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 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVELAND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
AREA DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6"
BELOW ADJACENT FINISHED SURFACE
* ** CONTRACTOR TO NOTIFY ENGINEER OF WORK IF BASIN IS NOT DRAINING.
BENCHMARK AS -BUILT APPROVALS
DESCRIPTION: CONTROL POINT ENC-41
LOCATION: IN TURNAROUND ON EAST SIDE PUBLIC WORKS
OF NB HWY 101, 0.5 MILES NORTH BRIAN M. ARDOLINO DATE PLANNING
OF CHESTERFIELD DRIVE. REVIEWER
RECORD FROM: ROS 18416 SENIOR ENGINEER DATE
ELEVATION: 73.612' DATUM: NAVD88 INSPECTOR
WEROACHMENI-M ,
GREEMENT RECORI
DOCUMENT NUMBER
EXISTING
RETAINING WALL
32.8 ll■
1VER
18" LAYER
ENGIINEFRED S'OII_
* *SEE NOTE BELOW
& REMOVAL
-, 2020 AS
OF O.R.
\ O�
Co
RIND AND OVERLAY
"AC BER TO CENTERLINE
152.20 s3 0
-T - - - -
152.,0 /
TC MATCH
14'
i' TO CL�
rs2 S
rs? e
153.66
o'o �
I�
-
_
o
'. ' s. 4 C'I
\ / 153. 1 9.0
GF
15
3 143.00 TG 143.15 144.25 I
1 rc
,
- _
15 I
151.30
1,44.50
.1, 3. 5 - p .
RASH
FS
TC
n
�Tj�, 1.0 %` a EN OSURE 151.30
2 %; o /
-
FG
4r
151.1
rs
142.60 143.10 I
142. SEE PERVIOUS 143.10 BW
148.80 TW 153.00 TW
148.50 BW 153.00 BW EXISTING 314 -INC
3.6' 151.25 151.08 J -
S?
1 "x18" I
PAVER DETAIL +
SDRSD C -2 WATER METER TO BE
DG TC FL -
STAMPED
. .
RETAINING WALL UPSIZED TO 1 -INCH
PROTECT
"PLS 8548"
COPPER WATER LATERAL
EXISITNG SIGN PROTECT IN PLACE,,-'
AND DUAL METER PER
IN PLACE
WAS WS -09 BY DISTRICT
AT OWNER'S EXPENSE.
I 25'
_ I
TO CL
7504
1.s
SDRSD C -2`
TW 130.7
0.3' 130.5
6" OVERFLOW
PIPE
TG 130.33
IE 126.6
10"
'wee, w b, 2it
SEC
LE
v_
' D
4 '
M WEEP "SANDY LO
MIX W T�EMO EETHAN 5 %ICLAYY HAO TAIN 65% S NIN
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 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVELAND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6"
BELOW ADJACENT FINISHED SURFACE
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE:09 09/2020
R.C.E. NO.: 71651
BRIAN M� BRIAN M. ARDOLINO EXP.: 12 -31 -21
SDRSD C -9
TYPE C CURB
131.5
2" LAYER OF 3/8" GM
-8" LAYER OF 3/4" GF
* *SEE NOTE BELOW
ENGINEERING DIVISION APPROVALS
RECOMMENDED: APPROVED:
Stew Nowak, eA,-a P. w
STEVE NOWAK EDWARD J. WIMMER
ENGINE
912112020 Cilly . 0ZbR
DATE DATE
IVEWAY
A"
CUSTOM PERVIOUS PAVER DETAIL
NOT TO SCALE
3.6' 7.0' -
FL
I
4.0' -I 2.0'
s 12%
D.G. PATH-/
6 "X16"
PCC CURB
SECTION C -C
NOT TO SCALE
2" GRIND &
OVERLAY
EX. AC.
RVIOUS PAVERS
SEE PAVER
SECTION DETAIL
s
0 10
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTME
75ING PLAN FOR:
1542 SUMMIT AVENUE
JAY & KIM ROSE
APN: 261- 360 -16
PLANNING CASE NO: 3371 -2019 CDP
LAYER OF
3/4" ROCK
C/L
FJ
F
SCALE: 1"= 10'
20 30
DRAWING NO.
3 -G
SHEET 2
PLSA 314,
W
ti
U
O
U�
U
Qo^
o
U
of
Qom
OVZ
UZ¢
Lo J Co
a0
PROPERTY LINE
CENTER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING CONTOUR LINE
EXISTING STRUCTURE
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
PROPOSED ROOF ABOVE
+ + + + + + PROPOSED PERMANENT BMP AREA
°. . d. . r. 4. 't,
PROPOSED CONCRETE
PROPOSED PERMEABLE PAVERS
PROPOSED ASPHALT
PROPOSED SAWCUT LINE
38 PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL
PROPOSED PLANTER WALL
PROPOSED 4" HDPE AREA DRAIN BY NDS OR APPROVED EQUAL
PROPOSED 4" PVC SDR -35 STORM DRAIN PIPE
NOTES:
1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED
UNDERGROUND.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINT SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY
A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO
PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED
CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC
RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED
TO THE SATISFACTION OF THE CITY ENGINEER.
4. CONTRACTOR TO FIELD VERIFY LOCATION, ELEVATION, AND CONDITION OF EXISTING
SEWER LATERAL.
TOP OF WALL
(TW)� r-1
I -.101 a Its] A 9019k y i 4_1 I I
a �
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
PERVIOUS PAVERS W1
VOID FILLER -8 " TO a " (N0.8) MIN. g "VOID
AGGREGATE IN VOIDS 6 "X 16" PCC FLUSH CURB
OR DEEPENED G -1 CURB
BEDDING COURSE -2" THICK
OF-,! " TO s " (NO. 8) AGGREGATE
CHOKER COURSE -4" THICK
OF!" " TO 2" (NO.57) CRUSHED ROCK
MIN. 6" THICK
OF"' CRUSHED ROCK
1 1 1 1 1 1 1 „III =I j- 111 -111= 111, 1111111_11=
SOIL SUBGRADE
PAVER SECTION
NOTE: NOT TO SCALE
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAYBE REQUIRED
- CONSTRUCTION NOTE:
- PAVERS TO BE COVEREDAND PROTECTED DURING CONSTRUCTION
NO.
SITE IMPERVIOUS AND PERVIOUS AREAS
PAVEMENT TYPE SITEAREA
IMPERVIOUS PAVEMENT /BUILDINGS 5,615 SF
PERVIOUS LANDSCAPE AREA 4,447SF
TOTALAREA 10,062 SF
* *200 SF PROP. TREATMENT AREA (REQUIRED TREATMENT AREA =190 SF)
DESCRIPTION
APPROVED
130.90 TW I
129.50 TW @ FG
127.00 BW
1"X18" IP
STAMPED �1
"PLS 8548"
I
M M cr)
CANT LEV
6" SD PCV
3130.50
PIPE
APPROXIMATE LOCATION OF
I
SEWER MAIN. CONTRACTOR MUST
RYSB I
* *200 SF PROP. TREATMENT AREA (REQUIRED TREATMENT AREA =190 SF)
DESCRIPTION
APPROVED
130.90 TW I
129.50 TW @ FG
127.00 BW
1"X18" IP
STAMPED �1
"PLS 8548"
I
M M cr)
PROTECT IN PLACE
CANT LEV
6" SD PCV
3130.50
PIPE
APPROXIMATE LOCATION OF
I
SEWER MAIN. CONTRACTOR MUST
RYSB I
LOCATE AND VERIFY LOCATION OF
130.90 TW
129.50 TW @ FG
129.00 BW
EXISTING SEWER LATERAL. 133.90 TC
CURB 132.50 TG
29.60 IE 131.50 IE 1132.90 IE
FD 1/2" PIN
P 130.90 TW I
PROTECT IN PLACE
130.50 B
URB
PROTECT IN PLACE
CANT LEV
fC FL
3130.50
130. 1
B
IF
J
RYSB I
FG
jV
UILDING
FD 1/2" PIN
P 130.90 TW I
PROTECT IN PLACE
130.50 B
URB
I 132.50
X08• `
130.50;
Z
FG
127.0
WALL 140.00 TG
`
FG FG
139.00 IE
WALL BY
130.70
CANT LEV
fC FL
20'
130. 1
126.6
IF
J
RYSB I
FG
jV
UILDING
131.00 IE
URB
3.0° II
135.00 TW
Z
�
135.00 BW
WALL 140.00 TG
7c)
N
°
139.00 IE
I
II
W
CO
o
-
PVC PIP
130. 90 TC
i
0
-
6" PV C
f SECOND
FLOOR
(� �
W
_
�'
50.5 RAGE
=PIP E E
42.50
1\140
.00 FG
142
��
-
1.15 00 TC,
I
1
129.55 IE I
31.00 TG
_Jk
°
FSFS0S
ECORATIVE
29.751E
142.40
FS
v
COBBLE RIPRAp
\\
(D � I
10' I
130.
TG
" oc I
SEWER
126.6
IE
I
EASEMENT I
4" SD PVC1
A
PIPE
A
RETAINING WALL
TO BE REMOVED
U B
I130.9 W I
SDRSD C -3
BW
RETAINING WALL
130.90 TW
3 I
OTHERS
-SEWER
LATERAL TO BE
FIELD VERIFIED
134.00 IE
133.88 IE
132.50 PROPOSED
FG POOL PER
SEPERATE PERMIT
FG
FS
WALL BY
OTHERS
129.50 TW @ FG _ _ _
127.00 BW /. 6" SD CV 130.50TC
c, 132.00 T(
_ RETAININ WALL 131.90 TG
1 "X18" IP PIPE G 31.00 IE
STAMPED �� TO REMAIN 130.90 IE
"PLS 8548" FOUND 3/4" IP 130 0 TW NCLOSED POOL
PROTECT IN PLACE PER PM 20124 12 .00 BW EQUIPMENTAREA
PROTECT IN PLACE FG 131.00
SDRSD C -9 APN RETAINING WALL _ 90- 630 -15 .00 T 146.00 TW
142.80 TW 143.70 TW 142.70 BW 142.90 BW 146.00 TC
142.00 BW N 66'49'35" E 202.90' 142.50 BW 145.00 IE
-2%-\
POWER POLE PROTECT I
PLACE. ALL SERVICES SHALL
BE UNDERGROUND FROM
POLE TO NEW RESIDENCE
1 "X18" IP
SDRSD C -2 STAMPED
RETAINING WALL "PLS 8548"
PROTECT IN PLACE
151.00 TW 151.60 TG
151.00 BW 1s
vpc-ur� -
142.80 TG 142.50 TG
i !� f7
lAl 2f IF: 141.50 IE
II F
CANT LEV
fC FL
. -
- PROTECT
"PLS 8548"
142.50
J
J J J
SDCO
FG
UILDING
131.00 IE
SDRSD C -9 140.00 TW
D SDRSD C -3
135.00 TW
RETAINING 139.00 BW
�
135.00 BW
WALL 140.00 TG
141.50 TG
II
139.00 IE
140.50 IE
1135.00 TG
W
CO
I I
141.90 TG
-
PVC PIP
1134.001E
i
si.
-
f SECOND
FLOOR
S
0
FAMILY RESIDENCE 5
50.5 RAGE
42.50
1\140
.00 FG
142
��
0
1.15 00 TC,
I
1
142.00 BW
134.00 IE
133.88 IE
132.50 PROPOSED
FG POOL PER
SEPERATE PERMIT
FG
FS
WALL BY
OTHERS
129.50 TW @ FG _ _ _
127.00 BW /. 6" SD CV 130.50TC
c, 132.00 T(
_ RETAININ WALL 131.90 TG
1 "X18" IP PIPE G 31.00 IE
STAMPED �� TO REMAIN 130.90 IE
"PLS 8548" FOUND 3/4" IP 130 0 TW NCLOSED POOL
PROTECT IN PLACE PER PM 20124 12 .00 BW EQUIPMENTAREA
PROTECT IN PLACE FG 131.00
SDRSD C -9 APN RETAINING WALL _ 90- 630 -15 .00 T 146.00 TW
142.80 TW 143.70 TW 142.70 BW 142.90 BW 146.00 TC
142.00 BW N 66'49'35" E 202.90' 142.50 BW 145.00 IE
-2%-\
POWER POLE PROTECT I
PLACE. ALL SERVICES SHALL
BE UNDERGROUND FROM
POLE TO NEW RESIDENCE
1 "X18" IP
SDRSD C -2 STAMPED
RETAINING WALL "PLS 8548"
PROTECT IN PLACE
151.00 TW 151.60 TG
151.00 BW 1s
vpc-ur� -
142.80 TG 142.50 TG
i !� f7
lAl 2f IF: 141.50 IE
II F
CANT LEV
fC FL
. -
- PROTECT
"PLS 8548"
142.50
WALOAY E
IN PLACE
D
FG
UILDING
G'
D SDRSD C -3
FOOTPRINT
fl
�
D RETAINING WALL
�
I \
II
II
1.0%
1135.00 TG
W
CO
I I
141.90 TG
FF= 143.33
1134.001E
140.901E I
142.50
�-
0
f SECOND
FLOOR
S
0
FAMILY RESIDENCE 5
50.5 RAGE
42.50
FF= 142.66 1
1:S
FS
OF
0
PA FG =�
142.00 TW
142.00 BW
FSFS0S
137.33 o I
142.40
FS
HOLD HARMLESS FOR DRAINAGE AGREEMENT
RECORDED _____________1 2020 AS DOCUMENT
NUMBER 2020 - I OF O.R.
IJI.VV I VV /
137.00 BW
141.80 TG 14:
nn140.70IE lj
142.40 TG
141.40 IE N 660 49'35' E 199.58'
m
X26 1 30
SCALE: 1 " =10'
ENCROACHMENT, MAINTENANCE & REMOVAL
AGREEMENT RECORDED, 2020 AS
DOCUMENT NUMBER 2020 - , OF O.R.
PAD = 141.83 �o x15 x I ARAGED
SECOND FLOOR
FF= 153.75 150.4 / \
153.66
FS 1%
I -
\ / 153. '
/ \ GF
143.00 TG 143.15 144.25 / \
rcz
14760 TW 1
142.60 BW
-SDRSD C -2
RETAINING WAL4
- IJ V -1
1,44.5 153 5
SEE PERVIOUS 143.10 TW
PAVER DETAIL 143.10 BW
Roman-so ei r
° TRASH 14 ° FS-_ .1.0% a FS L4FGo. 148.80 TW 153.00 TW 153.00 BW EXISTING 3 /4 -IN6'
148.50 BW DG
SDRSD C -2 WATER METER TO BE
RETAINING WALL UPSIZED TO 1 -INCH
_ COPPER WATER LATERAL
AND DUAL METER PER
WAS WS -09 BY DISTRICT
AT OWNER'S EXPENSE.
6-
7S Ar rs33
2�
RIND AND OVERLAY
"AC BER TO CENTERLINE
152.20 76,3
TC
152.10 \ /
TC MATCH
14' /
TO CL
152.00
TC
".64
0
� rs28
w
0
D
.151.55
TC;
TC
151.25 151.08
CANT LEV
fC FL
STAMPED
- PROTECT
"PLS 8548"
EXISITNG SIGN
WALOAY E
IN PLACE
ED TP-EaT G
GF
I \
\ /
I /
/ \
PROPOSED SINGLE
FAMILY RESIDENCE 5
50.5 RAGE
FF= 142.66 1
1 P
PR
14760 TW 1
142.60 BW
-SDRSD C -2
RETAINING WAL4
- IJ V -1
1,44.5 153 5
SEE PERVIOUS 143.10 TW
PAVER DETAIL 143.10 BW
Roman-so ei r
° TRASH 14 ° FS-_ .1.0% a FS L4FGo. 148.80 TW 153.00 TW 153.00 BW EXISTING 3 /4 -IN6'
148.50 BW DG
SDRSD C -2 WATER METER TO BE
RETAINING WALL UPSIZED TO 1 -INCH
_ COPPER WATER LATERAL
AND DUAL METER PER
WAS WS -09 BY DISTRICT
AT OWNER'S EXPENSE.
6-
7S Ar rs33
2�
RIND AND OVERLAY
"AC BER TO CENTERLINE
152.20 76,3
TC
152.10 \ /
TC MATCH
14' /
TO CL
152.00
TC
".64
0
� rs28
w
0
D
.151.55
TC;
TC
151.25 151.08
1 "x18" IP
fC FL
STAMPED
- PROTECT
"PLS 8548"
EXISITNG SIGN
PROTECT IN PLACE
IN PLACE
25' _ I
TO CL
sr-,
SEWER
R EASEMENT
SDRSD C -3 DROUGHT 6" OVERFLOW - MIN - PAVERS
PIPE SDRSD C -9 m o o Q Q
RETAINING WALL TOLERANT TG 13070 CURB Q
.
130.50 PLANTS 130.90
I (TYP.) IE 126.6
3" LAYER OF
1.5'
2" HARDWOOD MULCH/ IV 14.5'
GRASS
9.5 FS I
GRASS COVER OR CITY ° CUSTOM PERVIOUS PAVER DETAIL
1
APPROVED EQUIVALENT
18" LAYER NOT TO SCALE
ENGINEERED SOIL
* "SEE NOTE BELOW
CONNECTALL BMP
OVERFLOWS AND WEST 2" LAYER OF 3/8" GRAVEL
AREA DRAIN TO 4" C/L
PERFERATED SUBDRAIN 2" GRIND &
RUNNING ALONG ENTIRE PL 12" LAYER OF 3/4" GRAVEL 3.6' 7.0' OVERLAY
* *SEE NOTE BELOW FL EX. AC.
4" SOLID WALL DRIVEWAY � 5 %0 2% SUMMIT AVE
PVC PIPE
SECTION A A
NOT TO SCALE
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" 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 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 LEVELAND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6"
BELOW ADJACENT FINISHED SURFACE
* ** CONTRACTOR TO NOTIFY ENGINEER OF WORK IF BASIN IS NOT DRAINING.
DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY:
SEL I SEL I BMA
/zo INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DESCRIPTION: CONTROL POINT ENC -41
LOCATION: IN TURNAROUND ON EAST SIDE PUBLIC WORKS DATE: 09/09/2020
ARDOLINO DATE
OF NB HWY 101, 0.5 MILES NORTH BRIAN M. PLANNING (/ J[�►�1�- R.C.E. NO.: 71651
OF CHESTERFIELD DRIVE. REVIEWER
RECORD FROM: ROS 18416 BRIAN M. ARDOLINO
ELEVATION: 73.612' DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR EXP.: 12 -31 -21
D.G. PATH-`
6"X16"
PCC CURB
SECTION C -C
NOT TO SCALE
PERVIOUS PAVERS
SEE PAVER
SECTION DETAIL
s
2
2
0
SCALE: 1"= 10'
NEW SHEET 0 10 20 30
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
RECOMMENDED: AP ROVED: GRADING PLAN FOR:
66~k 1542 SUMMIT AVENUE �±
STEVE NOWAK EDWARD J. WIMMER JAY & KIM ROSE 14723 -G
CITY ENGINEER
!Ol /ZO APN: 261- 360 -16
DATE DATE PLANNING CASE NO: 3371 -2019 CDP SHEET 2A OF 3
PLSA 3148
Q
U
O
u�
¢off
°5 > o
W
U
1__
LLIU'w
¢om
OVZ
UZ¢
co
J
a Lo
D.G. PATH-`
6"X16"
PCC CURB
SECTION C -C
NOT TO SCALE
PERVIOUS PAVERS
SEE PAVER
SECTION DETAIL
s
2
2
0
SCALE: 1"= 10'
NEW SHEET 0 10 20 30
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
RECOMMENDED: AP ROVED: GRADING PLAN FOR:
66~k 1542 SUMMIT AVENUE �±
STEVE NOWAK EDWARD J. WIMMER JAY & KIM ROSE 14723 -G
CITY ENGINEER
!Ol /ZO APN: 261- 360 -16
DATE DATE PLANNING CASE NO: 3371 -2019 CDP SHEET 2A OF 3
PLSA 3148
Q
U
O
u�
¢off
°5 > o
W
U
1__
LLIU'w
¢om
OVZ
UZ¢
co
J
a Lo
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL
RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE
AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE
STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM
WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT
A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO
APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST
SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE
TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE,
DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE
TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON
SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM
THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES
NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE
REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL
BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT
PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL
NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND
TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED
WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND
OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY
HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY
SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT
TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED,
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.
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
J. 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
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
LEGEND
n n PROPOSED SILT FENCE
PROPOSED GRAVEL BAG BERM
PROPOSED CONSTRUCTION ENTRANCE
NOTE.
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
GREATER THAN 3"0 BUT
SMALLER THAN 6''
FILTER FABRIC
12" MIN. EXISTING
GRADE
SECTION A-A
NOTE: CONSTRUCT SEDIMENT
20'R BARRIER AND CHANNELIZE RUNOFF
TO SEDIMENT TRAPPING DEVICE
MIN FA
1
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED
TRAFFIC
LA
CORRUGATED
SEE CALIFORNIA STEEL PANELS
STORMWATER QUALITY 25' MI
ASSOCIATION (CASQA)
STANDARD DWG. NO. TC -1 FOR
ADDITIONAL INFORMATION
TYPICAL STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTE: GRADING INSPECTOR MAYALLOW CORRUGATED STEEL PANELS ONLY
WITHOUT AGGREGATE.
GRAVEL BAGS OVERLAP
lI�.ITI� /11 11'l l'l
RUNOFF
RUNOFF
WITH ENDS OVERLAPPED
TIN() LAYERS OF GRAVEL BAGS
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS-/
ACTS AS SPILLWAY
TYPICAL INLET PROTECTION
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
2. STAPLE EXTRA STRENGTH SILT FENCE TO
THE POSTS. POSTS ARE TO BE SPACED
CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
TYPICAL SILT FENCE
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
ENTRANCE
s
Z
2
w
Q
U
O
co
cn
Qom
c__
0 W
co
OUZ
U Z Q
LLoO
SCALE: 1'' = 20'
0 20 40 60
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCJISEL
UfCFSEL OT.
U��UMA oT.
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
_L
SEL
SEL
BMA
DESCRIPTION: CONTROLPOINEASTSI1
LOCATION: O TURNAROUND ON EAST SIDE
OF NB HWY 101, 0.5 MILES NORTH
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 09 10912020
R.C.E. NO.: 71651
BRIAN M. ARDOLINO EXP.: 12 -31 -21
RECOMMENDED: APPROVED:
Sj�aj,,p��jQwak, eolap. w;,,."
STEVE NOWAK EDWARD J. WIMMER
CITY ENGINEER
9/21/2020 flztlzoz0
DATE DATE
GRADING PLAN FOR:
1542 SUMMIT AVENUE
JAY &KIM ROSE
APN: 261- 360 -16
PLANNING CASE NO: 3371 -2019 CDP
14723 -G
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PLANNING
OF CHESTERFIELD DRIVE.
RECORD FROM: ROS 18416
ELEVATION: 73.612' DATUM: NAVD88
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 3 OF 3
PLSA 3148