2020-14693 G - LDEV-013416-2020 (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSRUCTION PERMIT FROM THE ENGINEERING DIVISION 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.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INTERPRETIVE REPORT AND SLOPE STABILITY
ANALYSIS, PROPOSED SINGLE-FAMILY RESIDENCE, ASSESSOR'S PARCEL NUMBER 259-231-27-00, LOCATED AT
252 RANCHO SANTA FE ROAD, ENCINITAS AREA, SAN DIEGO COUNTY, CALIFORNIA" PREPARED BY EARTH
STRATA GEOTECHNICAL SERVICES, INC., DATED APRIL 4, 2019, PROJECT# 182279-10A, 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 REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED
LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE
WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING
CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT
LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETON 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: 14693-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE
AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL
BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL
BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED,
PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT
SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION
OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL
OF ANY SUCH MATERIAL.
17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN
CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING
CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF
CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK
OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS
NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED
IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS
REVISED TO ADDRESS THE TREE REMOVAL.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED
GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT
GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF
SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES
DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED
RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST
IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE
NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION
PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO
RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE
FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE
EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE 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 TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR,
SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION
PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY
CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO
THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA
NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS
FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING
NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE
REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION
(NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT.
IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT INSITU(`1N PLACE), OR IN A
SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS
SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR,
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PEDRO TAVARES OR NATALIE TAVARES AT
(619)609-7373, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION
CONTROL MEASURES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 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.
J. 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 ADD177ONAL 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
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.
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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 FREQUENlY 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 INFORMA1ON 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.
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
FOR THIS STRUCTURE.
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
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES.
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
UTILITIES
COMMENCEMENT OF WORK:
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS
-2770
A. SEWERS - CSD - (760)-633760)-
SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAW MUNICIPAL WATER DISTRICT DISTRICT
B. GAS & ELECTRIC - SDGE (760)-438- 200
STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES,
I
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT- (760)-753-6466
IST
INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS.
D. TELEPHONE - SBC BELL - (760)-489-3411
CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE
E. CABLE TV - COX COMMUNICA77ONS-(760)-806-9809 X-2233
STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE -CONSTRUCTION MEETING WITH THE
DISTRICT'S INSPECTOR.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND
(760)-633-2770.
DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.
DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE (760)633-2770. ALL WORK PERFORMED
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERVICES
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER
EARTHWORKDATA
OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION.
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2' H : 1' V
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL
MAXIMUM VERTICAL DEPTH OF CUT = If
NOTIFY THE DISTRICT INSPEC77ONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE
MAXIMUM VERTICAL DEPTH OF FILL = 7'
FOR INSPECTION OF THE PROJECT.
"
1000 500
OWNER
PEDRO & NATALIE TAVARES
1884 SUMMIT HILL DR .M
ESCONDIDO, CA 92027
(619)609-7373
SITE ADDRESS
252 RANCHO SANTE FE RD
ENCINITAS, CA 92024
APN# 259-231-27-00
LEGAL DESCRIPTION
A PORTION OF LOT 27, MAP 848, (RANCHO LAS
ENCINITAS) PER DEED RECORDED AUGUST 14, 2018
AS DOC 12018-0332192
OWNER'S CERTIFICATE
I
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND
ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBYAGREE TO INDEMNIFY, DEFEND, AND HOLD CITYAND CITY'S OFFICERS, OFFICIALS,
EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANYAND ALL LIABILITIES, CLAIMS,
DEMANDS, CAUSES OFACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE
THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, 0{ REPRESENTATIVES FOR ANYAND ALL WORK OR
CONSTRUCTIOJV e�VEREp IN THE PERMIT 0 CONN DIRECTLY OR INDIRECTLY TO THE PERMIT
OR APPR PLANS THIN THE PRIV OR PUBLIC EASEMENTS.
SIGNATURE:
DATE:
SIGNATURE/
02� DATE:
10/01 /2020
10/01 /2020
NATALIE TAVARES, TRUSTEE, OF THE
PEDRO AND NATALIE TAVARES DECEMBER 6, 2019 FAMILY TRUST
SOILS ENGINEER'S CERTIFICATE
G DR S
VICINITY MAP
N. T.S.
M
I, STEPHEN M. POOLE, PE, GE, 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 DIREC1ON ON APRIL 4. 2019
AND FOR AN UPDATE ON . 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 PROJE AVE BEEN WCORPO TED IN THE GRADING PLANS AND SPECIFICATIONS
SIGNED:
Q%pF ESS/ON
RCE NO.: 40211, GE NO. 692 �O M 1 C H 4
EXP. DATE. 9-30-2020 4 ��
!A y
JOB J.182279-f0A y a NO. 692 0 `'
W G Z
�► r- m
EARTH STRATA GEOTECHNICAL SERVICES 0 fl?
42184 REMINGTON AVENUE, TEMECULA, CA 92590
951-397-8315 s ce, I GPQ
OF C AN�F���\
STATEMENT OF ENGINEER OF WORK
0_1
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT
THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A 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 PERFORMED
BY THE ENGINEER.
SIGNATURE: //t'�DATE: 9/29/2020
WILLIAM G. MACK
PASCO LARET SUITER & ASSOCIATES 0 RpFESS/0
811 25TH STREET, STE 101, SAN DIEGO, CA 92102 Q Nq
GREC
(858)259-8212 ��0 \ PM C ! �
RCE EXPIRES 12-31-2020 �� 2�
CD No. 73620 r,
w Exp. 12/31 /20 _v
7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA TO HAVE UNDERGROUND SERVICE CUT = I C.Y. FILL = C.Y. SHEET INDEX
UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR EXPORT = 500 C.Y. 1. TITLE SHEET
TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: 800-227-2600) REMEDIAL = 450 C.Y.
& ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, LE, LINE CROSSINGS, LINE
PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS DISTURBED AREA = IZ670 SF.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED
UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS
LOCATED IN PUBLIC RIGHT-OF-WAY. IMPERVIOUS AREA
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 502 SQFT
48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. IMPERVIOUS AREA AFTER CONSTRUCTION. 8,451 SQFT
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° INCREASE IN IMPERVIOUS AREA: 7,949 SQFT
MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE
PERMITTED.
2
2. GRADING PLAN, SECTIONS & DETAILS
3. EROSION CONTROL PLAN & DETAILS
4. SECTIONS & DETAILS
PASCO LARET SUITER
o A°- ISSOUATES
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE IMPERVIOUS AREA REPLACED. 0 SQFT San Diego I Solana Beach I Orange County
WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE Phone 858.259.82121 www.pisaengineering.com
BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE
USED IN LIEU OF A
MANUAL � PRELEASE OR RESENTATIVE. OW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS
APPROVED BYTHE DISTRICTS PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION
13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT
LINE. A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW
CURB AT ALL WATER SERVICE CROSSINGS.
(SEE OMWD NOTES CONTINUED ON SHEET 3) John Ugrob 1/26/2021 John Kanlund 1/26/21 1/25/21
SIGN DATE SIGN DATE SIGN DATE
CIV1_
BMP PROJECT STATUS 1
STANDARD
OLIVENHAIN MUNICIPAL WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
��/
I
2-L I Z�
11 /6/20 /
DATE SIGN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCJI VIVCU DI.-
URH9v D U
L nr- D I:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
GCMU
DESCRIPTION: N0. 1029. WELL MONUMENT
LOCATION: CL ENCINITAS BLVD,
300' EAST OF WILLOWPRINGS
TNT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 9/29/2020
�� R.C.E. NO.: 73620
l
WILLIAM G. MACK EXP.: 12-31-2022
RECOMMENDED: APPROVED:
Stever Nowak. ��� �/,,;,,,,,,.�
SIEVE NOWAK EDWARD J. WIMMER
'
CITY ENGINEER
2/23/2021 21Z31202/
DATE DATE
GRADING PLAN TITLE SHEET FOR:
252 RANCHO SANTA FE ROAD
PEDRO TAVARES
259-231-27
PLANNING CASE NO. N/A
14693-G
LDEV-013416-2020
PUBLIC WORKS
WILLIAM G. MACK DATE
PLANNING
RECORD FROM.
ELEVATION: 218.103 DATUM: NAVD88
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 10F 4
wil
0
rn
U
W
o�
cn z a,
Q N
U O"op
oo00
Q~x
N
Q N
6 N
J Q plp
0o cn
BIOFILTRATION SIZING TABLE
-173- ---- _--------\i /
\ \ \ \ \ _ - -169- - - - - - __
-`_-168-�,-� --- ---_
166- �\ N2203'55"E-
- / / - / 4,
-157.00 TW@FG_ ------ � - 5,-
\ \ \ \ \\ 156.68 BW@E6 1 _--- /
\ \ 2�' RYSB� - -' - - - - - /'`1 i - - - 161. T OFG� .00 TW@EG - i - - - - -1 5. 5-T-K-
\ 156.68 BW@FG 156.68 BW@FG / - 1 _ - - - 5' - - / NEW E EET
160.17 TW@FG _ / - ,151. 6 BW _ 15
161, \ 155.5"WOFG-- D 159.00 TW@FG - \ 15 .00 TW@FG 15700 TW@FG 156.00 G ' 155.00 TW@FG - -'-r - ' 150.36 TW@FS NEW GAS
f6 \ Y - 156.68 BW@FG - ..� 150.00 BW@FG
15 ,26 BW@FG 151.26 BW@FG 15126 BWur 134.2E BW@FG- 154.00 TW@FG - 150.00,
ZONE A ZONE B C 15126 BW@FG
RIPRAP ENERGY
\ \ \ \ \ \ \ 7- - - - - - - DISSIPA TOR PER
157----
SDRSD D-40 (TYP)
-156 - - - - TOE 3'W MINIMUM
-155-------
\\ 154---------
\ 153----
�\ \\� _---152----
\\\�---151--
I I \ - - _
152.00 TW@FG B 15 . 4 TW 1 .TW@FG - \
' 14g - 150.33 WAG 145.69 BWCFS \
1 149.
�-� - - ROOF DECK
.
145:91 E& . 05+� . 14�.95 T 146:05 TG 146.15 TG a 146,33 Bla
�� . \ a FS� -356 28 145: 0
10.95;1 1' \.' . 45 I - - €
a4�83. G MIN: . E:: - - . 145:15. 'I - -
144.'831 1 4 .. �,: -. a - �'_•- E45•S�lE - - T
4 v s �
r nui. -1 .Ir'1-1 •. .. 146.42 - _LIMIIS- OF I7PP�EJ e
AK. a /
a 146.03 F a - ' 146.42 FS / -
_- I ----- _ IIv C
�-�s - / / I,- I� , I, , f
NEW SINGLE FAMILY RESIDENCE / / ' -' -
c I
/ W/ RASIED FOUNDATION , / / / / / �. • \ 'FS,
.
- - �a9' JTG
I ' o - BRA-WLSPACE DRAIN (TYP FF = 146.50' / NEW GARAGE GRADE 146.25
PAD = 142.31 / I �`Ll'VEL ABOVE �R 144.7;
_149- ' 150.88 TW@FG / - - - - - . / GF = 145,BO as DE y
149.50 BW@FG 4g - - -
\\ a _-- /
\ Z\ \�� \\----- 145.S_' °---- ;.�.BREAK145.65 TGn b\ 146.42 'FS ° y
145f 9 S
J °I45,29'FS a
\ 14� �q6 144.00 IE 144.30 IE _l2 1�J% .. ,
WALL PER � - r.i •-161Mf: a ... r MIN.: , ROSE ° ABO d .... ..
146' SDRSD C-3-- 145.85 FS _---- \ 146:42 F�.411.o,' . n. _a i\
/----- 145_70HP / IL/ \ a .• r a .p,
_ - ------ _---- 146.42 F
\ 4� s - - - 'R6(iFLINE .AB01 :. r�2 14 32 S -
r. 44 N , • • . %
- - 14 LIMITS OF GRADING - --145.58 FG� \ \ �.... y'-..-a- /► MIN. ,-. , , .4
\ \ ` 145.00 TG - - - - -r .. a /`-► a a
143.50 IE I N _
146.00TlhL e
\ \ 142.25 TW V. 146.00 TW 145.90 TG - .� 1.0% '.4fr4fiF3'� a - D
_ _ II °
\ 37 143.50 BW A / - °.\ A , - • a 4 a_. I
\ \ 143.42 TG I - -
\ 42.02 1E I 146.00 T6h 146.00 TW ... - - _ 145.50 T w
/ - - 4-4350 BW 143.50 BW E LIMITS OF LOWER LEVEL - - 145.00 TW@F
\ - - 143.50 TW 141.00 BMP 3 b - - - - - - ' / 137.95
TG e N 138.18 rS 138. S
\ - - - - - - - 142.00 TG 142.00 TG - _ LOWER LEVEL ADU138
215 SOFT. - - W RASIED FOUNDATION a \ 143.50 TW 1 I 142.007E- I I f4:0.50�E - / / 1175 41 FS E 76%
o,
6"PV BF = 135.69'-----_/ a fq.
1.0%. \ 141.00 BW x x x x xx xx x x x xx xx x x xx xx x x x xx xx x
PAD = 132.00
\\ B 140.50 IE x x xxxx x xx x xxxx x xx x x x x 14225 135.61 FS " / B A 138 i�2 r=
\ 6" PVC x x x x x x x x x x x x x x x x x x x 6 PVC PIPE @ 0.5%
L 13.65 FS - � 138.60 FS
C1
�I
�L� =4 _
-149'8j TIN
.145.91 BW
I � I
I155.50 TW@FG
-
150.88 . c e
:: FG0
•:
I A
I I
I i TG
4.4
F
u
EX, PRIVATE ASPHALT ROAD
PONOING
SOIL
GRAVEL
FREEBOARD
SURFACE
BMP #
DEPTH
DEPTH*
DEPTH
(IN)
AREA
Hp (FT)
Hs (FT)
Ho (FT)
(FT2)
1
0.50
1.50
1.00
3"
182
2
1.00
2.00
1.50
3"
185
3
1.00
2.00
1.50
3"
215
/
RIPRAP ENERGY ISSIPATOR
I
PER SDRSD D-40 DRAIN *NOTE SOIL LAYER DEPTH INCLUDES 3" TOP MULCH LAYER.
-
SEE SHEET 3 FOR DRAINAGE AREA MAP TO EACH BMP.
TO STREET AND N T BMP)
r1ER
, 0'� X 3'W MINIMU
/SEAL T BER �ER
RSD-G=05 TY?E 'A,
�iU/�I PIN GRAPHIC SCALE 1 "=10'
PROOTECT MON(1 ENT IN I PLACF
2
0 10 20 30
148- I
EX.
i14PHALT
0
/ l
DRIVEWAY
TO _AIN-
�S,9%GTE
4 THIS
SHEE 145-'
V I
,44/
/
/ 0
� I
al.°. -142/
_1
,�', / / APPROX. LOCATION OF EX. GAS PER
SDGE FACILITY MAP
po -
1 A80 TG / l
'
138.30 IE
_ I /
tt33 I
139.00 TG
!138: S
137.50 IE
L
lr
I /
VV
1 0%
NEW 4" SEWER C/0 PER 14187-1
'
/ I.E=129.00'
1
\ 142.25 TW x x x x x x x x f4 . TW �.' -: ...: ° : -.: a .' .. / / 138.40 FS l 135 78 IE
x x x ter- �-x • ' 735. 1 FS • . : ' : a .
\ xx xx x-t x �� x� X x kx x x x xx D ° .-.T -.� _� ._ pS °.o. ;: .. a �•-o a 138.00 / I 1 7 TW
x x x x x x x x x x x 13 .57.F
m 136.00 / 132.00 IE 137.00
\ \ \ 140.50 TG 6" PERFORATED PVC 135.57 FS 135.32 IE/
�G �xx-xlx x xxx136 136.37 IE PVC @ 1.0% xxx
EX. C LOT
-1351 BW - - 136.00 IE DRAIN GE FLOWLINE \
# 1 # # 139.75 TW 139.50 BMP
_ # 135.95 TG 135.32 TG 135.50 TW N16°08'21 "E 250.20' 135- AT
13 . 0 TW PCC HEADWALL \
FOUND 1/2" REBAR 135.98 TW@G 185 SOFT 133.25 IE 132.82 IE 134.82 BMP 1 135.50 BW 132.49 IE 133.50 BW \ \
135.98 BW@FG 182 SOFT. RIPRAP ENERGY \
PROTECT MONUMENT IN PLACE Q 6" PERFORATED PVC A 8" PVC PIPE DISS\
@ 1.8% SDDRSDRSD -40 rn
EASEMENTS OF RECORD:
RETAINING WALL
KEY:
AN EASEMENT AND RIGHT-OF-WAY FOR INGRESS AND EGRESS AND ROAD PURPOSES,
AND FOR UTILITY PURPOSES, TO BE USED IN COMMON WITH THE GRANTORS AND
SDRSD C-3,
PER THE
STANDARD DETAIL
OTHERS, ACCORDING TO MAP THEREOF NO. 326, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, JULY 8, 1885,
❑e
SDRSD C-4,
PER THE
STANDARD DETAIL
OAN EASEMENT FOR THE PURPOSE STATED HEREIN AND RIGHTS INCIDENTAL THERETO
�C
SDRSD C-5,
PER THE
STANDARD DETAIL
AS SET FORTH IN A DOCUMENT TO SAN DIEGO GAS AND ELECTRIC COMPANY AS
GRANTEE, FOR THE PURPOSE OF PIPELINES AND APPURTENANCES AND ANY ALL
❑°
RT1, PER
THE DETAIL
ON SHEET 3
PURPOSES OF COMMUNICATION FACILITIES AND APPURTENANCES, RECORDED OCTOBER
6, 1988 AS INSTRUMENT NO. 88-508145 OF OFFICIAL RECORDS, AFFECTS A PORTION
❑E
RT5, PER
THE DETAIL
ON SHEET 3
OF SAID LAND AS MORE PARTICULARLY DESCRIBED IN SAID DOCUMENT.
NEW RESIDENCE
FF 146, 50'
PAD 142.31'
PAD PER
BUILDING PERMIT
STRUCTURAL PLANS
APPROXIMATE LINE OF
EXISTING GRADE
5.0'
FS 146.42
u
VARIES 62.1 ' TO 67.9'
- FS 146.32
CONCRETE STAIR
FS 145.82 VARIES 1- 2%
SECTION:
HOLD HARMLESS FOR DRAINAGE AGREEMENT
RECORDED OCTOBER 9, 2020 AS DOCUMENT
NUMBER 2020-0613551, OF O.R.
2.2'
TO
8.8'
CONCRETE DRIVEWAY
VARIES 6_ 1 4Z
5%
\\\\,�\\\\\
PVT. CONCRETE DRIVEWAY
SCALE: 1 "= 5'
51 MIN.; EXTEND
TO PROPERTY LINE
EX. ASPHAL T
DRI VEWA Y
TO REMAIN
CONC'
DRlVEWA
-134CO sn_ '
ti
cn
132- I
17'
D
U)
EDGE CONCRETE (TYP)
I /
I
I� CONC
n DRIVEWAY
II
I 4" SEWER PER DWG. 114187-1
I
I
I
I
IHLNGH R CITY OF
ENCINITAS STANDARD DETAIL APP 2.4
15" ABS UNDERDRAIN
-CONCRETE DRAINAGE
DITCH
LEGEND
PROPERTY LINE
S
EXISTING SEWER LINE
- - - 102 - - -
EXISTING CONTOUR LINE
MODIFIED Tel
PROPOSED SETBACKS
SDRSD D-75 TW@FG
PROPOSED BUILDING FOOTPRINT
�..
12"
W W
LIMITS OF GRADING
,III
= 6"
PROPOSED ROOF ABOVE
•
a
x
xxxxxxxx x x x x x
xxxxxxxxxxxxxx
PROPOSED BIOFILTRATION AREA
I II -I
_ Tr
x
FL - jj1
:. ,:
PROPOSED CONCRETE
BW@FG
_
e4.
PROPOSED RIPRAP AT ALL OUTLET
LOCATIONS
4" PERF. PVC SUBDRAIN =
93
PROPOSED CONTOUR LINE
PER GEOTECHNICAL REPORT
• , • a y �• I
X
PROPOSED FENCE
. •�.'.: • " ...'a
PROPOSED RETAINING WALL
PROPOSED STORM DRAIN INLET
PROPOSED SOLID 6" PVC STORM
TYPICAL WALL ELEVATION
PROPOSED PERFORATED 6" PVC
DS @
PROPOSED DOWNSPOUT
LOCATIONS SHOWN ON PLAN
(DISCHARGES AT GRADE)
NTS
(D-W
PROPOSED WATER SERVICE
$� S
PROPOSED SEWER LATERAL
PROPOSED BROW DITCH
NOTES:
1. SEE SHEET 4 FOR ADDITIONAL SITE SECTIONS.
2. SEE SHEET 3 FOR A DRAINAGE AREA MAP TO EACH BMP.
J. SEE SHEET 3 FOR STRUCTURAL RETAINING WALL DETAILS.
4. THERE IS NO PRIVATE ROAD OR UTILITY EASEMENT ON RECORD.
(MODIFIED SDRSD D-75)
PASCO LARET SUITER
ASSONATIES
San Diego I Solana Beach I Orange County
Phone 858.259.82121 www.pisaengineering.com
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY.
CHECKED BY.
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
H
I SAH
I wum
DESCRIPTION: N0. 1029, WELL MONUMENT
LOCATION: CL ENCINITAS BLVD,
300' EAST OF WILLOWPRINGS
TNT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 2/18/2021
�j� R.C.E. NO.: 73620
WILLIAM G. MACK EXP.: 12-31-2022
RECOMMENDED: APPROVED:
Steve/ Nowaly eA„.,a . W.�.,,,,.�
STEVE NOWAK EDWARD J. WIMMER
CITY ENGINEER
2/23/2021 Z/231202I
DATE DATE
GRADING PLAN, SECTIONS & DETAILS FOR: 252 RANCHO SANTA FE ROAD
PEDRO TAVARES
259 23127
PLANNING CASE NO. NIA DATE. 09-25-2020
14693-G
PUBLIC WORKS
WILLIAM G. MACK DATE
PLANNING
RECORD FROM:
ELEVATION: 218.103 DATUM: NAVD88
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 2 OF 4
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
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
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)
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.
WIDTH AS REQUIRE
TO ACCOMODAI
ANTICIPATED TRAFF
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
('.HANNFI 17F RI INCIFF Tn SFrl1KAFNIT
COARSE
AGGREGATE
FILTER
I FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE
NTS
ORIGINAL
GRADE
GRAPHIC SCALE 1"=20'
0 20 40 60
CHANGE NO. DESCRIPTION APPROVED
LEGEND
-X -X SILT FENCE
-GRAVEL BAGS
-
1%
13" MIN
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 ANDIOR FINAL.
DROUGHT TOLERANT
PLANTS (TYP.)
2" MIN I I I
2" NON -FLOATING MULCH r1 III - - - - IIII IIII III
18" LAYER ENGINEERED SOIL I I I ffI I I I �I I I I I-IIIII-I I I I I -I I I IIIII IIIII IIII I
*SEE NOTE BELOW = I I� I I-IIIII-IIIII-IIIII IIIIIIIIII-III
�I I I I �I I I I I-IIIII-IIIII-IIII=IIIII-III
2" LAYER OF IIIII-IIIII
3/8" GRAVEL
IIIII-IIII
7" LAYER OF 3/4" GRAVEL
**SEE NOTE BELOW
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM"
0
SOIL MIX WITH NO MORE THAN 5/o CLAY CONTENT. THE MIX SHALL CONTAIN 65/o 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 7" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6"
BELOW ADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL
NOT TO SCALE
GRAVELBAGS OVERLAP \
RUNOFF
o
O
Lu
RUNOFF
o_
GAP BETWEEN BAGS
ACTS AS SPILLWAY
WITH ENDS OVERLAPPED
GRAVEL BAGS
NTS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
PI
T
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
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)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
/ SILT FENCE
NTS
DATE BENCHMARK
DESCRIPTION: NO. 1029, WELL MONUMENT
LOCATION: CL ENCINITAS BLVD,
300' EAST OF WILLOWPRINGS
RECORD FROM:
ELEVATION: 218.103 DATUM: NAVD88
16EROSION CONTROL PLAN
\ l ) � SCALE: 1" = 20' O)
6
16
0 17
76
-//7-0 ist' 64
�6i------ 16
I /
_ -%2 � \ \ // _���166'1:-FENCE-A
�EDGEI�F-GVORJ� PER-
\
\-� .iE! - C- - j - \ \ \ ` % / �� SHEET-('11
use-- - - - - - - - - - - - - ,'. ..•. .. J .,\. ,.�.... .,.:r r ._ -
157
,S0 \\ - -154------ -----
- - - - GRAVEL BAG LET -
PRO-TEeRff ER
-10 &- IL THI&
-/ ,O11
t5 / 4EA AGS
151
149 /
-147 - /
STABILIZED CON)K,
,6- ENTRA E PERDETA� THIS SH
145�
143
-139
137-
X� X x
FOUND 1/2" R�EBAR N16'08211 250.20'
Retaining Wall Schedule
ID
H1
H2
A
B1
B2
C
D
E
F
G
RT1
7'-6"
1'-4"
3'-011
8"
1'-0"
3'-0"
3'-0"
2'-0"
1'-4"
2i-10"
RT5
12 -9
0
4'- 0
8
81,
5 -0
0
0
2'- 0
0
Retaining Wall Reinforcement Schedule
ID
As1
As2
As3
As4
As5
As6
Count
RT1
#6 Vert. @
16" O.C.
#6 Horz. @
16" O.C.
#6 Vert. @
16" O.C.
#6 Horz. @
16" O.C.
#6 Horz. @ 16" O.C.
Ea. Way
#6 Horz. @ 16" O.C.
Ea. Way
4
`RT5
#6 Vert. @
16" O.C.
#6 Horz. @
16" O.C.
N/A
N/A
#6 Horz. @ 16" O.C.
Ea. Way
#6 Horz. @ 16" O.C.
Ea. Way
1
R� OCCURS
ENE
�B1
As1
As2
• H1
As3 (MAX)
B2
As4
Ass x H2
• As6
6.0'
MIN.
o
F
3.0' o 0
CLR.
E
3.0, G
CL (TYP.)
D
A C
STRUCTURAL RETAINING WALLS
SCALE = 1" = 1'
AS -BUILT APPROVALS
WILLIAM G. MACK DATE
SENIOR ENGINEER DATE
INT. I DATE
PUBLIC WORKS
PLANNING
REVIEWER
ULI VLIVf1AIIV MUIVI(,II-'AL VVA ILK UIJ IKIC,I IVUILJ (GUIV IIIVULU rKUM J)HLL I
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL
HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON
INSTALLATION OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS,
ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO
CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD
SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES
(CLOSED) AND APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD
SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL
CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION.
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST
CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE
PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE
DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT
EXCEPTED.
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS.
BMP DRAINAGE MAP
SCALE. 1" = 30'
° TREE Q CTI 1
(EC -2)
CONC
4
`DRIV6WA
4
v v
°
° - 4
T
AND
5:13i'I
GRAVEL BAG INLET
_
- - %
A PROTECTION PER
SE-10 & DETAIL THIS
-vv
SHEET (TYP)
- 137 -'r
I
- l36
- 13
GE CONCRETE (TYP)
-j3 I I
CONC
® '
DRIVEWAY
13,_
I I
i ,Lo�OI
133J
- -L - -132 1-7 15" ABS UNDERDRAIN
j CONCRETE DRAINAGE
DITCH
I II
CO titi " I
I it
I
II
I
EDGE ASPHALT
(TYP)
I I
�125
I I
II
I
I
1ti�1
II I
N
�I I
I
I
iiy�i \
GRAVEL BAG INLET
I
PROTECTION PER
�I� I
SE-10 & DETAIL THIS
SHEET (TYP)
�11\
119.12 TG/INLET
116.72 IE/18' CMP 116.061
cn -----�/------- -_ - -
196
TRENCH
Teo W W / \
o�/-AS�d1AI
S
S y `.
1 /
/,GRAVEL BA ET
DRIVEW4 ya'"
PR07ECTION PER
7% 0S€-10 &,DETAIL"
-
1� 71�HEET (TYP)
STAIRS
_
_
11 7 T INLET
115.36 IE/18" CMP
115.37 IE/18" CMP
PASCO LARET SUITER
AssGUG TES
San Diego I Solana Beach I Orange County
Phone 858.259.82121 www.plsaengineering.com
SIGNED BY.
DRAWN BY.
CHECKED BY.'
ENGINEERING
DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
PLANS PREPARED UNDER
Allz-aaz�-
SUPERVISION OF
DATE: 11 /18/2020
RECOMMENDED:
Sbeye/ No-wc lv
STEVE NOWAK
APPROVED:
e,4".w 4. W.
EDWARD J. WIMMER
EROSION CONTROL PLAN & DETAILS FOR: 252 RANCHO SANTA FE ROAD
PEDRO TAVARES
14693-G
WILLIAM G. MACK
R.C.E. NO.: 73620
EXP.: 12-31-2022
2/23/2021
DATE
CITY ENGINEER
Z/z3/0001
DAZE
259-231-27
PLANNING CASE N0: NIA DATE: 09-25-2020r
LDEV-013416-2020
SHEET 3 OF 4
RT5 RET WALL
13.2
RT1 RET WALL
+ 12'
3.5' //-- CONCRETE DRI VEWA Y
FG 138.58 3.5' \ FG 141.56
FG 134.81
FG 138.42
CONCRETE DRIVING PATH
l�
\\\\\ LANDSCAPE STRIPS
6„ PVT PVC
1,35.61
APPROXIMATE LINE OF
EXISI TING GRADE
SECTION: PARKING FOR AD U UNIT
-`-'% SCALE: 1 "= 5'
MODIFIED CONCRETE
BROW DITCH PER
SDRSD D— 75
RT1 RET WALL
NEW
RESIDENCE
1. 0%
6" PVT STORM DRAIN
I 10.3'
INSTALL FENCE PER 1x 7'2.2'
ARCHITECTURAL PLAN
PCC CONTINUOUS FENCE FOOTING
,E
18" SOIL LAYER
(INCLUDES 3" MULCH LAYER)
12" GRAVEL LAYER
6" PERFORATED PVC UNDERDRAI N -
6" SOLID PVC
IN
— 146. 50'
NEW
RESIDENCE
6. 4'
1.0% BF = 135.69'
CRA WL SPACE
132.00'
3: 1 MAX SIDE SLOPES
3" FREEBOARD & 6" PONDING
12"X12" EMERGENCY OVERFLOW
IMPERMEABLE LINER (SIDES ONLY)
12"X12" EMERGENCY
OVERFLOW
3" FREEBOARD & 12" PONDING
RETT, WALL PER -I-
SDRSD C— 3 I_
SECTION: SITE SECTION @ SIDE YARD BIOFILTRATION
'I
r
LIMI TS OF
5 7' EXCA VA TION
6' MAX
VER TI CAL
CUT
1: 1
INFLUENCE
LINE
E SECTION: 3—TIER RETAINING WALLS (ZONE B)
SCALE: 1 "= 5'
MODIFIED CONCRETE
BROW DI TCH PER
SDRSD D— 75
RT5 RET WALL
RT1 RET WALL
NEW
RESIDENCE
1. 0%
a-
6" PVT STORM DRAIN
�1
i
5.7' LIMI TS OF
6'
EXCA VA TION
MAX
VER TI CAL
CUT
INFLUENCE
LINE
SECTION:
SCALE: 1 "= 5'
MODIFIED
CONCRETE
BROW DITCH
PER SDRSD
D— 75
REAR YARD RETAINING WALLS
MODIFIED CONCRETE
BROW DITCH PER
SDRSD D— 75
RT1 RET WALL
NEW
RESIDENCE
1. 0%
6" PVT STORM DRAIN
SCALE: 1 "= 5'
I
,I
5.0' LIMI TS OF
EXCA VA TION
6' MAX
VERTICAL CUT
1: 1
INFLUENCE
LINE
6.5'
6 " PERFORATED
PVC UNDERDRAI N
6" SOLID PVC -
SECTION:
1--J /
RAISED RET WALLS PER
BIOFIL TRA TIONS SDRSD C-3
4.4'
3.7'
3" FREEBOARD &
12" PONDING
24" MIN SOIL LAYER a
(INCLUDES 3" MULCH LA YER)
18 " MIN GRAVEL L A YER
6" PERFORATED PVC UNDERDRAI N
6 " SOLID P VC
4" WALL SUBDRAIN
TIERED BIOFILTRATION FACILITIES
INSTALL FENCE PER
ARCHITECTURAL PLAN
RET WALL PER SDRSD C-3
18" SOIL LAYER
(INCLUDES 3" MULCH LAYER)
IMPERMEABLE LINER ---`
12 " GRA VEL L A YER
6 " PERFORA TED P VC UNDERDRAI N -
6" SOLID PVC
SCALE: 1 "= 5'
FF = 146.50'
10.3' RESIDENCENEW
1-7 1 2.26.4'
x 1 ��
BF = 135.69'
x -
CRA WL SPACE
132.00'
3: 1 MAX SIDE SLOPES
3" FREEBOARD & 6" PONDING
12"X12" EMERGENCY OVERFLOW
IMPERMEABLE LINER
SECTION: SITE SECTION @ SIDE YARD BIOFILTRATION
SCALE: 1 "= 5'
SECTION E, E2 & E3 N 0 TES:
1. THE 3—TIERED RETAINING WALLS ARE TO BE
CONSTRUCTED IN PHASES BY ZONE. ZONES A & C
CAN BE CONSTRUCTED CONCURRENTLY,
2. CON TRA C TOR TO ENSURE THE ENGINEERING GEOLOGIST
IS ONSI TE DURING CONSTRUCTION OF THE WALLS TO
VERIFY STABILITY OF THE TEMPORARY SLOPES.
GRAPHIC SCALE 1 "=5'
0 5 10 15
E TI N: —TIER RETAININ WALL Z NE A
S C 0 3 G S (O )
SCALE: 1 = 5
E TI N:
S C 0
—TIER RETAININ
3 G
WALL Z NE
S (O C)
SCALE: 1 = 5
PASCO LARET SUITER
o ASSD ATES
San Diego I Solana Beach I Orange County
Phone 858.259.82121 www.plsaengineering.com
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY
I DRAWN BY.
I CHECKED BY-
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
A
AH
I WM
DESCRIPTION: N0. 1029, WELL MONUMENT
TAS BLVD,
LOCATION: 30 ' EAST
300' EAST OF WILLOWPRINGS
IN
DATE
PLANS PREPARED UNDER
Nllllf-aaz�-
WILLIAM G. MACK
SUPERVISION OF
DATE: 211812021
R.C.E. NO.: 73620
EXP.: 12-31-2022
RECOMMENDED:
Steve, Nowak
STEVE NOWAK
212312021
DATE
APPROVED:
eoC .d w.;� n,.�
EDWARD J. IMMER
CITY ENGINEER
2/23/202!
DATE
SECTIONS & DETAILS FOR:
252 RANCHO SANTA FE ROAD
PEDRO TAVARES
25923127
PLANNING CASE NO. NIA DATE. 09-25-2020
�+
14693-G
PUBLIC WORKS
WILLIAM G. MACK DATE
PLANNING
RECORD FROM:
ELEVATION: 218.103 DATUM: NAVD88
REVIEWER
SENIOR ENGINEER DATE
SHEET 4 OF 4
INSPECTOR