2020-14629 SG (Plans)OWNER IS TO OBTAIN A CONSTRUCTION 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.
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 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 "GEOTECHNICAL INVESTIGATION' PREPARED BY NOVA SERVICES, INC.
DATED OCTOBER 10, 2019,PROJECT# 201969 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.
SItY/3161ACIJq:l7,16-?.9G1:61:BM1*013fillCI4d&]:C1IR1019X911xH9:P]IC[r
S. 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 LOGAL, 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 COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN -AS GRADED CERTIFICATION' SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO: 14623G HAS BEEN PERFORMED IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADIN 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 EXCAVATION$ 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 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.
NO.I DESCRIPTION I APPROVED I DATE
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
CORONER HAS MADE THE
PUBLIC RESOURCES CODE
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 IN SITU (-IN 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 DAVID DEMIAN AT (8B) 245.2451. 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.
B. 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 DE MPSTER 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.
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.
ONSETE 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
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.
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 $HALL 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) 4384151.
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.
NOTIFICATIONS
OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM NOTES (CONT-D ON SHEET 2)
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
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND
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
MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO
DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER
ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL
A. SEWERS-CTRIC-SSIXESD -GE6
DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON
B. GAS ELECTRIC - (760)430
386200
THE JOB SITE AT ALL TIMES.
(SOGE
E -6466
C. WATER-OMWD- (780)7538488
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY
D. TELEPHONE -SBC BELL- (760)-489-3411
THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE -CONSTRUCTION
E. CABLE TV- COX COMMUNICATIONS-(760}806-9809 X-2233
MEETING WITH THE DISTRICTS INSPECTOR.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND
PROJECT. PHONE: (760)-633-2770.
DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK
DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING
EARTHWORK DATA
TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY
STEEPEST EXISTING NATURAL SLOPE ONSITE= 4.5' H : T V
OR FRIDAY.
MAXIMUM VERTICAL DEPTH OF CUT= 4.3'
MAXIMUM VERTICAL DEPTH OF FILL = 33'
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF
EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT
CUT= 81 C.V. FILL= 109 C.V.
PRIOR TO CONSTRUCTION.
IMPORT 228 C.V.
REMEDIAL = 140 C.V. ( 1 REMOVAL AND RECOMPACTION UNDER AND 3 'OUTSIDE OF BUILDING AREAS)
6. WORK MAY BEGIN PROCEED WITHOUT DIRECTION DISTRICTS INSPECTOR. CONTRACTOR
SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 488 HOURS PRIOR TO THE BEGINNING OF
DISTURBED AREA= 438�SF
WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: SOFT
ABBREVIATIONS
IMPERVIOUS AREA AFTER CONSTRUCTION: 1�00 SOFT
INCREASE IN IMPERVIOUS AREA: 1,800 SOFT
ADU ACCESSORY DWELLING UNIT FG FINISH GRADE P/L PROPERTY LINE
BLDG BUILDING FS FINISH SURFACE PVC POLYVINYL CHLORIDE
IMPERVIOUS AREA REPLACED: 40 SOFT
OWNER
DAVID S. DEMIAN S JESSICA M. DEMIAN
660 WINDMILL RANCH ROAD
ENCINITAS, CA 92084-6558
SITE ADDRESS
660 WINDMILL RANCH ROAD
ENCINITAS, CA 920846558
APN
264-172-37-00
PARCEL 1 TRACT 14488
OWNER'S CERTIFICATE VICINITY MAP
V
(WE) HEREBY CERTIFY THAT REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN WILLBE RETAINED TO SUPERVISE OVER
AO
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
ACTS OR OMISSIONS OF OWNER OR 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 PUBLIC EASEMENTS.
SIGNATVRE /y( DATE'✓/ /3O /Z V
DEMIAN �/� 2 Z
SIGNATURE �/ L DATE lV �
�$ICA DEMIAN
I, JOHN F. O'BRIEN 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 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 PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
\
( 7
SIGNED
,-,1pFE5
RCE NO
1 ^ � �� F. O'g�,p
EXP. DATE:
O
3-31-2021
JOB #: 2019189
COMPANY:
NOVA SERVICES INC.
ADDRESS:
4373 VIEWRIDGE AVENUE, Sw B SAN DIEGO, CA 92123
PHONE:
858-292-7575 4? _Q]FCN40CF
STATEMENT OF ENGINEER OF WORK
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
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:
DATE:
5 20 0?A
AS AGUILAR
COMPANY: SAN DIEGUITO ENGINEERING
ADDRESS: 462 STEVENS AVE. SUITE 306, SOLANABEACH CA92075
PHONE NUMBER: 85&345-1149
RCE EXPIRES 6-30-2021
I BMP PROJECT STATUS
STANDARD
BW
BOTTOM OF WALL
FL
FLOW LINE
R/W
RIGHT OF WAY
PUBLIC WORKS
PLANNING DIVISION
PARKS AND RECREATION
OLIVENHAIN MUNICIPAL
ENCINITAS FIRE
DEPARTMENT
C.O.
CLEANOUT
END
FOUND
SO
STORM DRAIN
WATER DISTRICT
-
D
DEPTH
IE
INVERT ELEVATION
SF
SQUARE FEET
Saud
71151120
DO
DECOMPOSED GRANITE
No.
NUMBER
TG
TOP OF GRATE
7/15/20
14wmM
EP
EDGE OF PAVEMENT
P
PAD ELEVATION
-7
�
/` f7
{
t
7191
TW
TOP OF WALL
TE
S
DATE
SIGN DATE
SIGN
DATE
SSITE
SInGNw
FF FINISH FLOOR PERF PERFORATED W WIDTH
BENCHMARK
AS -BUILT APPROVALS
DesIGNEO
e
.
DRAWNBY: 1 cHECKEO ev:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -
DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
AD im
REVISE PAD SHEET 3
Qo
613o/zi
INT.
DATEI
PLANS PREPARED UNDER SUPERVISION OF
DATE:61D .207n
R.C.E. NO.: 61158
RECOMMENDED: APPROVED:
SNowO.k. �''•�'N/'•nr..ce
STEVE NOWAK EDWARD J. WIMMER
TITLE SHEET
ACCESSORY DWELLING UNIT ADU
DEMIAN RESIDENCE
14629• SG
DESCRIPTION:ENCINITASCONTROLSTATIONENC-19
LOCATION: FD 2.5" CITY OF ENCINITAS BRASS DISC
STAMPED"ENC-19'
PUBLIC WORKS
A,S.AGUILAR DATE
PLANNING
RECORD FROM: RECORD OFSM:NA
-- �1
CITV13'1Z0
7/15/2020 7/IS/2020
660 WINDMILL RANCH ROAD
REVIEWER
D884I6
ELEVATION: 10]826 DATUM: NAVD88
A. S. AWILAR EXP.: 6-30-2021
0
DATE DATE
PLANNING CASE NO: N/A 264-172-37-00
SHEET 1 OF 4
SENIOR ENGINEER DATE
INSPrcma
H
U:IIDATA\ PROJECTS\5957 DEMIAN 660 WINDMILL RANCH RD\CAD FILES45857-GRAD61 TITLE.DWG
EL CAMINO DEL NORTE
EP—- EP—
J
(3) EXISTING
WATER METERS
PROTECT IN PLACE
190.53
N73 01' 18"W
\
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so�sD�so� \ \
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I
I �
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i I 83.00 BW
i 60 8
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I I 1 V
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Al
\\ 1
(83.00)
\ FG
83.00 BW/ /
x I�
�O
S
/ APN 264-172-38-00
10
5
0
1D
20
SCALE:
1"
= 1 V
/
/I
/ / I
/
YARD GRADING
SCALE 1"=40'
FOUND MAG
I
II
II
II
APN 264-172-24-00
II
I
II
I
I
w I
1 I
2�
1
1
I
1
1
I
1
1
EWER M.H.
M=75.63
64.08'
II
II
II
I
I
I
S I
\\ FOUND MAG NAIL
\
O1 EXISTING SAN DIEGO GAS AND ELECTRIC COMPANY
EASEMENT PER F/P NO. 78-255931 RECORDED
6-20-70 OF O.R.
EXISTING 20' PRIVATE ROAD AND UTILITY EASEMENT
PER F/P NO. 77-435925 RECORDED 10-21-77
OF O.R.
CONSTRUCTION NOTES
O7 MASONRY RETAINING WALL PER SDRSD C-06
Q 12" X 12" BROOKS BOX
SPECIAL NOTES
1. TW AND BIN GRADES REPRESENT THE GROUND
ELEVATION AT THE BACK AND FRONT OF THE
WALL THE ACTUAL TOP -OF -WALL AND
TOP -OF -FOOTING AND WALL DIMENSIONS TO BE
DETERMINED BY THE WALL DESIGNER.
91.57 EXISTING CITY STREET TREES
FOUND 5/8- REBAR W/BKN CAP TO PROTECT IN PLACE, 6 PLACES — —
— — — EL CAMINO DEL NOR—71-
a _ ADU GRADING
190.5 SEE PLAN SHEEP 3
---
m i so_�� �r I YARD GRADING
m o SEE PLAN THIS SHEET
I 1 I T IO I' N
o I
zi
n �m � Rl• � Rl• � I 'o - I ' ¢ n
I 2AP
0, N
Z IJ 2-172N37-00 YARD 20 I
/
83.09 S4�3g�{_ �� R1• R1• R1• I R1• ,
FOUND 1/2' PIN W/CAP RCE24000 �O,S�-p�fpTliiS 75.53
7548 \FOUND MAG NAIL
FOUND MAG SPIKE \ \
ao' so• � �
I snr I s1mG*U I \
VACATED I VACATED
I
7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA• TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO
CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC
RIGHT-OF-WAY. (DIG ALERT PHONE: 800-227-2600)
S. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS.
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-0E-WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW
CENTERLINE OF FINISH GRADE OF STREET.
11, ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER
COUPLING (2- PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE.
PLACE MANUAL AIR RELEASE$ AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY
DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR
NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE.
13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED S-FEET FROM A SIDE LOT LINE. A 3/41NCH HIGH
LETTER •W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
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 DISTRICTS 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 1SIN 1 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.
SITE PLAN _
SCALE 1"-40'
LOT AREA: 27,442 SF
ZONING: R-1 : SINGLE
LAND USE: SFR
FLOOR AREA OF PRIMARY RESIDENCE: 2,201 SF
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: ro ID.w2�
R.C.E. NO.: 81158
d X%
'A. S. ACI EXP.: 6-30-2021
RECOMMENDED: APPROVED:
S ,�NQ,,, f�d„„„,e s. N/.,,,,,,,�,,
STEVE NOWAK EDWARD J. WIMMER
CITY ENGINEER
7/35/2020 7//$/2020
DATE GATE
SITE PLAN PLAN FOR:
ACCESSORY DWELLING UNIT ADU
1
DEMIAN RESIDENCE
660 WINDMILL RANCH ROAD
PLANNING CASE NO: N/A 264-172-37-00
14629•SG
SHEET 2 OF 4
DESCRIPTION: ENCINITASCONTROLSTATION ENC-19
LOCATION: FD 2.5" CITY OF ENCINITAS BRASS DISC
STAMPED"ENCSTAMPED'ENL1�
RECORD FROM: RECORD OF SURVEY N0.18416
ELEVATION: 10]826 DATUM: NAVD88
PUBLIC WORKS
A. S. AGUILAR DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
iMsurcma
u
U:IIDATA\ PROJECTS\5957 DEMIAN 660 WINDMILL RANCH RD\CAD FILESM57-GRAD-02 SITE PLANOWG
�.-6" PVC RISER WITH DOME GRATE 70" *ENGINEERED SOIL NOTE: LAYER SHALL BE I8. DEEP AND SHALL HAVE VOLUME AND WEIGHT
3" WELL -AGED, SHREDDED AS FOLLOWS (PER COSD UD MANUAL G.1.1) AND MINIMUM INFILTRATION RATE OF 5.0 IN/HR.:
�\ 6" T % HARDWOOD MULCH 5
11 --BOTTOM SURFACE AREA = 50 SFj
18" ENGINEERED
SOIL, *SEE NOTE 1-I F-I I- L III III
BELOW - 1 1Hll-L1=-11-iL f H
12" (3/4" ) CRUSHED ROCK IMPERMEABLE LINER
GRAVEL LAYER ABOVE INVERT
SOIL
SANDY LOAM
SAND SAND SILT CLAY
COMPOST
VOLUME
55% 20K
15%
WEIGHT
75-80% 10% MAX
3% MAX
9% MAX
OF PERFORATED PIPE ' "12" CRUSHED ROCK LAYER. CL. II PERMEABLE ROCK WITH MIN. 40% POROSITY PER
**SEE NOTE BELOW CALTRANS SPEC 68-202F(3).
6" DISCHARGE PIPE- NUTRIENT SENSITIVE MEDIA NOTE: ALL MEDIA SHALL COMPLY WITH THE NUTRIENT
3" (3/4" )CRUUSHED ROCK GRAVEL DYER- 6SENSITIVE MEDIA PER BF-2.
BELOW INVERT S PERFORATED PIPE `- * PERFORATED PVC PIPE W/ PERFORATIONS 0 BIOFILTRATION DETAIL
*SEE NOTE BELOW INVERT ALONG LENGTH OF BASIN 4 0.5% SLOPE NOT TO SCALE
_- _ _ �R/W-�
' I 1 117
__---___ __ _1 1 -L__
1 \ \ I 1 1 I EXISTING CITY
sTR,EET TREES -TO
PROTECT IN PLACE
,
/ FOLNO .516' REBAR JIj9KN CLAP
PROTECT, MONUMENT IN PLACE f EL CAM�NO DEL'_NORTE m
1 1
I -
p mm 71
91.49' m u nm 4
1�L/HP n 1 as _- a o - m m RIP -RAP
to N
i (91.50) m(91.13) 2 "(90_35) 3 _ _ (88.72)mm(68.33) mm8B.15. 66.15 N0.2 BACKING
. - �'. FG ; �� FG�, FG FS FL \ �- 51 X 3'W X VU
91.65 TW
85.94 BW
90.31 TW
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/• - .•' 85.73
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5
f
i
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PROPOSED ADU _:
_
-8C90-iG
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86.
<...
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ff=87-.ff FF=86.61 /
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SPECIAL NOTES
1. IT SHALL BE THE OWNERS RESPONSIBILITY TO MAINTAIN ALL DRAINAGE
SYSTEMS FREE AND CLEAR OF ALL OBSTRUCTIONS IN ORDER TO ASSURE
PROPER OPERATION.
2. TW AND SW GRADES REPRESENT THE GROUND ELEVATION AT THE BACK
AND FRONT OF THE WALL THE ACTUAL TOP -OF -WALL AND
TOP -OF -FOOTING AND WALL DIMENSIONS TO BE DETERMINED BY THE
WALL DESIGNER.
3. ROOF GLITTERS REQUIRED FOR ALL SECOND STORY OVERHANGS.
4. THE LOCATION OF INDIVIDUAL UNDERGROUND UTILITY SERVICES. PRIVATE
SEWAGE DISPOSAL SYSTEMS, IRRIGATION SYSTEMS AND SATELLITE CABLE
TV SERVICES IS NOT KNOWN. THIS INCLUDES BUT IS NOT LIMITED TO,
ELECTRIC SERVICE UNES, GAS TANKS, OAS SERVICE DIVES, TELEPHONE
SERVICE UNES, WATER SERVICE UNES, GABLE TV LINES, SEPTIC TANKS,
LEACH UNES, TIGHT UNES. SEEPAGE PITS. IRRIGATION LINES.
SPRINKLERS, VALVES, AND SATELLITE TV CABLE THE CONTRACTOR WILL
PERFORM THE NECESSARY RESEARCH, MAKE EXPLORATORY EXCAVATIONS
AND/OR LOCATE THESE SYSTEMS/SERVICES SUFFICIENTLY AHEAD OF
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE
NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING
SYSTETJS/SERVIOES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
PROTECT THESE SERVICES AS PART OF HIS WORK.
5. EARTHWORK QUANTITIES FOR PERMIT PURP05ES ONLY. CONTRACTOR TO
CALCULATE ALL QUANTITIES.
�✓ I 58428
0 S.F.
y
1,
�sa�
85.47
7 6" PERT. pIPE"
6.31 Bw' IE +^.e i lJ 85.40
8532
G \ I I! FC
FG
2 85.35 FG ,\-RIP RAP
87.80 TW FG_ A � � � NO. 2 BACKING gy
85.13ew I 3'L X 3W X i'D
-
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15" WIDE X 6" THICK
o-�s�ss-ss-a=T
+ EXISTINGPAVEME
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6�` 65.10 IE
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o' NO. 2 BACKING
m 5'L X VW X 1�`D 1
5' ADU
AD
SETBACK
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84.94 BW
I \'
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vl 84.89 84.93 BW
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STARS
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'1 _ (84.86) RISERS
DGI (PATH LL I[;8 `IFS
s �`... (8 \1
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aa.7e
F r EXISTING
I R°f PAVFUFNT _ 1
`j86.53 TW
(84.63)
FS
EXISTING RESIDENCE
ACCESSORY DWELLING UNIT GRADING
SCALE: 1 *m5'
J - 0
5 2.5 0 5
SCALE: 1" =5'
10
M
\
1
1
1
1
1
1
1
1
I
I
PROPOSED WATER AND
SEWER CONNECTIONS
BY OTHERS
LEGEND
AREA DRAW W/PVC PIPE-so--("rso- RETAINING WALL
(SIZE PER PUN)
12" X 12" BROOKS BOX ® CONCRETE SWALE
SWALE DIRECTION
DO PATH
SLOPE TOP h TOE _ y _ F _
EXISTING CONTOURS CONCRETE
PROPOSED CONTOURS 200 - RIP RAP
SPOT ELEVATION 94.8 LIMIT OF GRADING
1
BUILDING SETBACK - - - 4"-6* PVC STORM DRAIN sc /
EXISTING EDGE OF PAVEMENT rF PCC HEADWALL, 18"W K 6"T
PROPERTY UNE
CONSTRUCTION NOTES
CONCRETE SIDEWALK
Q MASONRY RETAINING WALL PER SDRSO C-03
O3 BROW DITCH (TYPE B) PER SDRSD D-75
O4 NOT USED
O 6" PVC STORM DRAIN CLEAN OUT
O 6" PVC STORM DRAIN RISER
O9 REMOVE EXISTING ONSITE TREES AS NEEDED AND
DIRECTED BY CONTRACTOR AND OWNER.
-?
`'D��.F-RIP-RAP
1 \ \ \ �\. NO. 2 BACKING
V'
PCC HEADWALL\ \ 10'L X 5'W X 1'D
I8* WIDE X 6* THICK \\ \\
1
I 1 \ \ \
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I II \\ \ \
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wi WSTiNG DRIVEWAY \\ \\
I I 1 \
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aft1
CHANGE NO.
I DESCRIPTION
APPRovEo
I DATE
I BENCHMARK
LOCATION. FD:2.5"CFNCINOFENUNITASTROL ATIGND11 ]R
LOCATION: STAMPDI EN CNGNRAa BRAs5 DISC
STAMPED`ENC-19"
RECORD FROM: RECORD OF SURVEY NO. 18418
ELEVATION: 107826 DATUM: NAVD88
AS -BUILT APPROVALS
INT, DATE
PUBLIOWORKS
ENGINEERING DIVISION APPROVALS
RECOMMENDED: APPROVED:
O
TINEA NOWLLIo E.ARDJt WIMM.`*..,�"
STEVENOWAK EDWARDJ. WIMMER
CITY 7' ENGINEER
%/1.5/202D 7//$/-0-
j�� DAB
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
ADU GRADING PLAN
ACCESSORY DWELLING UNIT (ADU)
DEMIAN RESIDENCE
660 WINDMILL RANCH ROAD
PLANNING CASE NO: N!A 264-172-37-00
DRAWING NO.
14629•$(a'
1p."- b"g?'=''��""'"`""
PLANS PREPARED UNDER SUPERVISION OF
DATEL10.1020
-
'� 1 R.C.E. NO.: 81158
C x�'�
.0. 5. nGLiILMR EXP.: 6-30-2027
m
REVISED PAD WALLS AND ELEVATIONS
110
6/�/a!
A. S. AGUILAR DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 3 OF 4
z'6
�w�
Znmm
0 0 4<
zw U�
w>X
2
DIM,
0 33w
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UAl OATAl PROJECT515857 OEMAN 660 WINDMILL RANCH RDICAD FILE515B57•GRAD-03 GRADING PLAN. DWG
LEGEND PUBLIC
TRAVELED WAY CONTRACTOR IS RESPONSIBLE TO ENSURE SHEET FLOW IS MNNTANED ACROSS FLOW BARRIERS
1I SET STAKES AND EXCAVATE
SWALE DIRECTION �-�-- 'IIIN. —� 1 1jj7 �L 6 ByA 6 IN (15 BY 5 cm)
_ _ _ r A TRENCH LFROM AND
SLOPE TOP @TOE _ _ y _ HYDROSEEDING ALONG THEE LINE OF STAKES.
L — — J 8" MIN. GRAVEL BAGS OVERLAP
EXISTING CONTOURS 200 ® 1 PROFIL ONTO CURB
PROPOSED CONTOURS — 200 — GRAVEL AND SAND BAGS /co
SILT FENCE—9F—BF— EXISTING GROUND �� 6 IN (15 CM) m
PUBLIC VELED WAY CD
BUILDING SETBACK 2. ATTACH THE FILTER FABRIC TO THE WOOD J. B4CKFlLL AND COMPACT THE
MATERIAL DELIVERY AND WM-1 ♦ STAKES AND EXTEND IT A MIN. OF 6" DEEP EXCAVATED SOIL.
EXISTING EDGE OF PAVEMENT EP STORAGE AREA ��� AND 6" ACROSS THE BOTTOM OF THE TRENCH.
PROPERTY LINE WM-5 WMIN. 3 FT (0.9 M) MIN.
SOLID WASTE MANAGEMENT 0 �� 8" D14. FIBER
WOOD ROLLS, EMBm IN
LIMIT OF GRADING HAZARDOUS WASTE MANAGEMENT WM-6 PLC RUNOFF FILTER FABRIC T STAKE VAR/gg� SLOPE�� SOILCASSE-5 TE - PER
SANITARY WASTE MANAGMEM WM-9 PROVIDE APPROPRIA TRANSITION
BETWEEN STABILIZED CONSTRUC17ON GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS
ENTRANCE AND PUBLIC TRAVELED WAY. ACTS AS SPILLWAY WITH ENDS OVERLAPPED 3/4" X SPACING,
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