2012-11171 G (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 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 "LIMITED GEOTECHNICAL INVESTIGATION, PROPOSED SINGLE FAMILY
RESIDENCE, 3740 FORTUNA RANCH ROAD, APN 264-451-12 (PARCEL 1), CITY OF ENCINITAS, CALIFORNIA"
PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. PROJECT NO. 06 -1148 E4A,
DATED MARCH 3, 2006, AND JANUARY 30, 2012 AND JUNE 13, 2014 UPDATED LETTER TITLED "LIMITED
GEOTECHNICAL INVESTIGATION UPDATE, PROPOSED SINGLE FAMILY RESIDENCE, 3740 FORTUNA
RANCH ROAD, APN 264 - 451 -12 (PARCEL 1), CITY OF ENCINITAS, CALIFORNIA AND LETTER TITLED
"PAVEMENT DESIGN, PROPOSED EXTENSION OF FORTUNA RANCH ROAD, 3740 FORTUNA RANCH
ROAD, CITY OF ENCINITAS, CALIFORNIA, DATED MAY 17, 2010." SHALL BE CONSIDERED AS A PART
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS 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 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. 11171 -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 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.
EROSION CONTROL NOTES:
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JERRY HUGHES AT
(760) 473 -0932, 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.
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
L S ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
CHANGE NO.
VICIlVITY MAP o
EROSION CONTROL NOTES CONTINUED:
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.
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES:
SEE NOTES OF SHEET 4.
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 OTHER SUBCONTRACTORS WORKING
ON THE SITE.
DESCRIPTION APPROVED DATE BENCHMARK
r5 1 ` - ( DESCRIPTION: 2.5' BRASS DISC MARKED "LS 7322
®_2 7,i(p U ENC -17" CONTROL PT NO. 1017 IN
DROP INLET ON THE NORTH SIDE OF
FORTUNA RANCH ROAD AND 50'
- - - - -- - SOUTH OF ADAM'S RUN.
- - - -- - - RECORD FROM: R.O.S. NO. 18416
ELEVATION: 427.877' DATUM: NAVD88
® I AS - B Ui L.TS
SCALE
HORIZONAL NLA ._
VERTICAL NNE
STEVEN 9. 'T04ES R4E.(s
SPECIAL DISTRICT
FIRE NOTES:
1. A 4 FOOT WIDE DG (OR SIMILAR) ACCESS WALKING PATH IS REQUIRED FROM FORTUNA
RANCH ROAD AND FIRE DEPARTMENT TURN AROUND TO THE WATER STORAGE TANK.
2. THE STORAGE TANK FIRE DEPOARTMENT CONNECTION WILL HAVE AT LEAST ONE 4"
NST OUTLET WITH A 2 1/2" NST REDUCER.
3. THE FIRE DEPARTMENT CONNECTION WILL NEED TO BE PROPERLY LABELED WITH A
SIGN ATTACHED TO THE TANK. THE SIGN WILL NEED TO BE DURABLE AND WEATHER
RESISTANT, WITH A RED BACKGROUND AND WHITE LETTERS (MINIMUM 1" IN HEIGHT)
TO IDENTIFY THE TANK (CAPACITY, CONNECTIONS, ETC.).
4. A BLUE DOT (OR SIMILAR SIGNAGE) WILL BE REQUIRED TO BE PLACED ON FORTUNA
RANCH ROAD FOR EMERGENCY VEHICLES TO SEE IT.
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. SEWERS - CSD - (760) 633 -2770
B. GAS & ELECTRIC - SDGE - (760) 438 -6200
C. WATER - O.M.W.D. - (760) 753 -6466
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.
O WNERS CERTIFICATE:
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER
AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH
CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
SOILS ENGINEER'S CERTIFICATE.
I,"�1�1��_tJli_S__�_I�L 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 MARCH 3, 2006, AND FOR AN UPDATE ON ,&- 5 - L�L - - - -- 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: 16� ,°'1_
DATE
RCE NO._�EYn1L- - - - - -- e®
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. EIII��Z -31 -1
10929 HARTLEY ROAD, SUITE I
SANTEE, CA 9207
PHONE: 619-258-1 cpj 7901 i
FAX: 619- 258 -7902 �� "=
PROJECT NO. 06 -1148 E4A
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 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 /HF�. AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF
SUCH AGENCY AND 9LOXMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNED:
RCE NO.
DATE
NOTE:
THIS PROJECT MUST BEGIN CONSTRUCTION BEFORE DECEMBER 24, 2015 TO
RETAIN THE PROJECTS HMP EXEMPTION. IF THE PROJECT HAS NOT BEGAN
CONSTRUCTION BY THIS DATE, THE APPROVAL IS EXPIRED AND THE PROJECT
MUST BE RE- DESIGNED TO BE IN COMPLIANCE WITH THE HYDROMODIFICATION
MANAGEMENT PLAN.
FIELD OPERATIONS I PLANNING AND BUILDING
PLANS PREPARED NDER THE SUPERVISION OF
STEVEN R. JON R.C.E. NO. 65124 DATE
ZEN
PARKS AND RECREATION
SIGN DATE
SLOPE \ LANDSCAPE NOTES:
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 36%
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4 FT AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 11 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT C.F. _
OF CUT AREA OF CUT S.F.
44,955 C.F. / 27,280 S.F. = 1.65 FEET
B.) AVERAGE DEPTH = VOLUME OF FILL C.F. _
OF FILL AREA OF FILL S.F.
44,955 C.F. / 11,340 S.F. = 3.96 FEET
4. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
5. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
SLOPES PRIOR TO OCTOBER 1ST OR IMMEDIATELY UPON COMPLETION
OF ANY SLOPES GRADED BETWEEN OCTOBER 1ST AND APRIL 15.
LEGAL DESCRIPTION.
PARCEL 1 OF PARCEL MAP NO. 7904.
A.P.N.: SITE ADDRESS:
264 - 451 -12 3741 FORTUNA RANCH ROAD, ENCINITAS, CA
0 WNER/PERMITTEE
JERRY HUGHES
7910 VIA SAN CLEMENTE
CARLSBAD, CA 92009
ESTIMATED EARTHWORK QUANTITIES
1650 CUBIC YARDS EXCAVATION
1500 CUBIC YARDS EMBANKMENT
150 CUBIC YARDS EXPORT*
REMEDIAL GRADING: 850 CUBIC YARDS OVER EXCAVATION
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, POOL, UTILITY TRENCH
VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS.
CONTRACTOR SHALL SATISFY SELF 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).
IMPERVIOUS SURFACE
20' PAVED ROADWAY = 4,095 SF (OFF -SITE)
PRIVATE DRIVEWAY = 3,875 SF
HARDSCAPE = 1,441 SF
FOOTPRINT = 3,043 SF
(TOTAL ON -SITE = 8,359 SF)
TOTAL IMPERVIOUS SURFACE = 12,454 SF
DISTURBED AREA BMP BROW DITCH
38,935 SF (0.89 ACRES) 200 FT
BIORETENTION
610 SF
LEGEND
SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS
BOUNDARY LINE
- -
EASEMENT
- - - - -
SETBACK LINE
- -
CENTERLINE
-
EXISTING CONTOURS
_--- 65 - - --
EXISTING EDGE OF PAVEMENT
EXISTING ELECTRIC
--
EXISTING SEWER SEWER MAIN
-S S --
EXISTING WATER MAIN
-W W --
PROPOSED SPOT ELEVATION
FL= 424.25
DRAINAGE DIRECTION
ROCK LINED BROW DITCH
PROPOSED PRESSURE SEWER AS
DEPICTED---S
PROPOSED SEWER SUMP /PUMP
O
PROPOSED ASPHALT
PROPOSED HARDSCAPE
BMP PROJECT STATUS
PRIORITY _ HMP EXEMPT 69001113<50001F)
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
HOMEOWNER IN ACCORDANCE WITH "MAINTAINENCE AGREEMENT FOR
PRIVATE STORMWATER TREATMENT AND STORMWATER
POLLUTION CONTROL FACILITIES'
RECORDED ON: AMIL
AS DOC. NO.: 2015_-° t3_122
2
OLIVENHAIN WATER DISTRICT
SIN DATE
ENCINITAS FIRE DER
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT
RECOMMENDEDSA APPROV GRADING PLAN FOR:
BY: /V- BY: _ Z�L HUGHES RESIDENCE
MASIH MAHER GLENN PRUIM 3741 FORTUNA RANCH ROAD
I
11171 -G
DATE: 41-2q-/ i1S DATE: b 1 PLANNING CASE N0. (N /A) APN # 264 - 451 -12 SHEET 1 OF 4
\ \CLS \Users \C \CLS SHARED FILES \CLS Job Files \CLS1241 Hughes (Fortuna Ranch) \CLS1241 Hughes GP 3 -20 -15 v28.pro
MATCH LINE S ET 3 GRADING AND - DRAINAGE PLAN
EE SHE �%�. \ \ � \� \
6" PVC RISER WITH 'BROW DITCH - \ \\ v \\ DEEP ROOTED DENSE DROUGHT i MIN.E 2 2
EXTENDABLE BACKWATER
VALVE BY R "CLEAN CHECK" I SEE DETAIL \FL- 414.53 \\ \\ \\ GRADING NOTE SLOPE PER �� e 3:1 VARIABLE
OR EQUAL I O TOLERANT PLANTING SUITABLE
o \ \ 1. AVERAGE LOT SLOPE WITHIN THE 2:1 MAX. FOR WELL DRAINED SOIL FILL BERM_
BUILDING ENVELOPE IS 2%
4" SEWER CLEANOUT_ I ' \ � ✓ \ \ APPROVED GRATE INLET
TYPE B PER - SDRSD - n �� \ \ / \ 2 -3" HARDWOOD MULCH
SC -01 \ 3 \ \� �a \ 8" MIN. 3:1 VARIABLE SLOPE
WITH 2:1 MAX.
EXISTING 2" WATER LATERAL I �° ��� ° 0� \ ` / \ \ \J/ �`� (76
STUB (EXISTING 1 1/2 \ \ \ \ II'lllllll -III =11 III 24" MIN. ENGINEERED SOIL
WATER METER LOCATED \ -III III 11111 s 1112 III II II III *SEE NOTE BELOW
\ II _ RISERI I'-
TYPICAL PAD FILL BERM
WITHIN ADJACENT PROPTY \ \ -III III I�� II VIII
EASEMENT) �� I \ \ \ \ -III II II 2 -3" OF 3/8" GRAVEL
ll II III II II 1 III III- I N.T.S.
8'x20' (160sf) � `1,y FL =4 .75 \ 2� � \ II I - 1= I 'I i 2 -3' COVER OVER PIPE, 3/4" CRUSHED ROCK
I- BIORETENTION \ \(Q \
\� BASIN SEE DETAIL \ �
-_ - = -=
\ THIS SHEET \ EXISTING \ *12", MIN. TE , 6 PERFORATED PIPE
FS= 428.50 O \ T FENCE \ BELOW . ° ° . 3/4" CRUSHED ROCK 6" PVC OUTLET PIPE, S =2%
�\\ D T \\
' D
�
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL
\ FS= 429.17 b N \ MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30%
\ �� 61 COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. EXISTING GRADE
2" PRESSURE SEWER v�� � �� . \ 2 t' 4' WIDE
� n \ \ * *3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE DEEPENED TO INCREASE �1
_ / \ THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
\\ \ �• \\ THE MINIMUM FFECTI AREA OF THE SIN S % x SURFACE AREA x RUNOFF FACTOR FINISH GRADE
EFFECTIVE BA 14
BASIN #1 MIN. AREA = 3,930 sf x .04 = 157 sf
PROPOSED 10,000 \ ROCK LINED \ \ \ p° Q�° (��� � BASIN #2 MIN. AREA = 4,776 sf x .04 = 191 sf 6" TO 8" DIAMETER ROCK
GALLON MINIMUM BROW DITCH \ � �/� BASIN 3 MIN. AREA = 5,852 sf x .04 = 234 sf
WATER TANK FOR I SEE DETAIL \ \O \ \+ \\ LroLIVIJ❑ RPM
IJ
FIRE PROTECTION _ : \\ I .i C sEPPRP�\, �o�� \ \\ BIORETENTION DETAIL
\ WA`fER SERVICE MAN q \ \ \ N.T.S. ROCK LINED BROW DITCH
PER,SDRSD W -1 `% 5 �� M"
� SCC OESILfSIJG D/4SIA/ MOTE ION SHf.ft N.T.S.
. -420 \' \\ I \ � .`', G -5 TYPE A � \ � \� \
\ \ HMA BERM
\\ I\ ',,NO. 2 BACKING RSP
\ ENERGY
�SIPATOR
5',x5'x5'
o R =28' � \ \ \\ \\ + \ \
\\ C/L D/W FLs4%" +.41 nn&MM 2
\
0. 2- BACKINGtRSP \ \\ \\ \ X
\ 2 SHOULDER 2 SHOULDER
`, VNERGI\.,DISSIPATOR \\ � � \ 1s' DRIVEWAY
\ \ \ �X \ EX. PUBLIC TRAIL EASEMENT GRANTED
5'ic XV MIN. ° t °. \ \ \ \ \\ \\ \ TO THE CITY OF ENCINITAS ON AUGUST 24,
h ti , -.R T \ \ \ o \ \ 2010 AS F/N 2 01 0 - 04401 74 O.R. I 2 MAX.
v v
�\ 10', x 20'1 (200 sf)) `� s '., ��. \ \\ � \\\ \\ X \\ 2� 2% 1�
(U \ BIOPETENTION B''A,SIN `'' \ \ 2 27 '
FS S
\ SEE Cii TAIL THIS SHEET
� 3 � � \v TG3113�gN vv vv �� 1
LiJ� A\ FS= 42 00' °h °. / �` HP 4211.11 �a a v IE= 423.20 � H v v vvv �c 2� �•�
/] F
FS =424:1 F 14. \ \\ N \64 J� \ \ \\ A \ 4" HMA PAVEMENT
\ \\ TGE4 3 aA8 / R \ X114 \\ Z 9 \\\ TG :41L Ai ®\ \ OVER 6 CLASS II BASE
v w
IE =4A.82
FS 24.00, P2 \tip' Fs- 414.3 \ �\ v�
\ ' \k 16' DRIVEWAY SECTION
'�- \ I � ', ` � oti / - G \ ''~ � \\ \\ \ EX. PRIVATE ROAD AND UTILITY EASEMENT
\ \ \ \ 4 \ \ \
1 \ \ 6° PV S =2 %, E3 \ / 2y \ \ \\ \ \ \,\ \ GRANTED TO HUGHES ON MAY 13, 1977 AS
O \ \ / FS= 423.50: \ 2 \ \ ° ° °/� \ \ \ \ \ F N 77- 182833 O.R. SCALE: 1 " =5'
Z \\ ENERGY BACKING `. // Fs= 424.10 4 `
DISSIPATOR vv ,, FS= 424:24
\ WITH PCt-,END / \ \\ \
__410 -� & SILL WALL PER
SDRSD D -404
5x5 x5' MIN. z FS 419.9 A PROPOSE[ s41 .9G IE= 11. 1 \ \ _ -__ / \� \ \ _ GRAPHIC SCALE 1 " =20'
/ \ \ 4 A. FS -4Zt TGE424201N \ J z
\ v v co v��
_ , A v� vv v ��
F, I LIMITS OF GRADING \ PAD= 424.50 A 9� \ \ - - \ \\ 0 20 40 60
HP= 424.50 ,`*, \ \ � \�
FS 424.7 �•4 �i �� TGEA 314 A V - -- - / vv
o
% -
IE
4 y y' /
V A y \ ~�. •41112 / NO. 2 BACKING RSP vv vv v
2:1 MA7�. FILL SLOPE ,,. \ AREA DRAIN /_ ENERGY DISSIPATOR \\ \ \
\ \ \ _ " Fs= 424.70 2$ T 2150 / WITH PCC END & SILL
\
\ \ SEE SHEET 3 \ / WAL� -P-ER SDDRSD D`4O
„ \ 1, 5'x5 x5 MIN.
FOR SEWER,, ..,. � °'
PUMP INFO IE =410.
\ -AREA ORtN \
25' �' ,. TG =429.3 \ ° -°
�., ti� , hEpt'sE..o'f [oA�2E•f1: / 1 , I ^'� O��
\ /
,_ � (rrbN x 16 250 sf)
BACKYARD \ \ IE= 413.o� P �" // BIORETENTION
p'('x0.
SETBACK I \ \ _ \ / E BASIN SEE DETAIL
•,, � AREA DRAIN �,.
AREA.DRAIN TG= 424.'20' THIS SHEET \ \ \
\ I \ TG =A124. a ., \ 1 =42120 y "N FS= 421.00
\ I \ \ IE= 413.94... _ N
AREA DRAIN
\ q TG /�\
\ AREA DRAI E \ \ \
TG= 424 -EO 2' \\ / _ - - -.- ` -- -� -,
\ °
- � ... � \ / � _ . IFS 4422:04 -, °
°
\ tifq
\ \ PVC S= 2%;_L. =22 /14
4p - - _
a - - -- - / \\
.A. " -..
NO. RSP.,._ _ ___
4 "420 -
420
ENERGY DISSIPATOR_-
° ", „ _ WITH P C`END- &.,SI °�° -- _...•- - _ \
®400 \vv vvv ��_ 4" A•C 18 4 A.O VV__LL-PER
5x
=5x5 MIN.` - ° \
FL 413._51-- -- _- /
414 ®-- ' ° -- _ _ °°�� \\
QPOFESSIpN9
IN
410 _ - -
\ _ _. -_- _ �'�� _ ° °_ �a
\ �\ -- - 1 °m. \� \ � No 65124 m
EX. EASEMENT GRANTED -TQ SDG &E ON' - \� - - �� - - �� - - - - - - '� \ �
mE-
- -- aY -D€CEMBER 28, 1955 IN B ' "5914, PG 565 \� \
\ -- - - - - -- - - - - -- OF O.R. \�{
\,,..
--- - - - - -- N Y - -- - -- - - - - -- -- \\ \\ \\ / / EX. EASEMENT GRANTED TO SDG &E ON ST Cj�I� �P
-- - - ¢w - --- - - - - -- MARCH 14, 1978 AS F N 78- 099667 O.R.
,
�� - -- - -- - -- -- 9 OF CA�IF��
\ - -40
_-
_ 0 - -
41
N88 4 6 `
\ _ a �,- a... 0 °� \ \ \\ \\ - COASTAL LAND SOLUTIONS, INC.
\ \�\S 577 SECOND STREET
VVV
\ I'�
\ \ \ ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT REVISRED BY: DRAWN er - CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING 709
_Pc�,-- QUILT /b'•__ jI9-_3t-jDjG DESCRIPTION: 2.5" BRASS DISC MARKED "LS 7322 PLANS ZPREP U ER THE SUPERVISION OF RECOMMENDED APPROV GRADING PLAN FOR:
ENC -17" CONTROL PT NO. 1017 IN DROP INLET ON THE NORTH SIDE OF HORIZONAL N A FORTUNA RANCH ROAD AND 50' L BY: BY: _ HUGHES RESIDENCE 11171- G
SDUTH GF ADAM'S RUN. MASIH MAHER, 3741 FORT UNA RANCH ROAD
RECORD FROM: R.O.S. N0. 18416 VERTICAL N A - C42519
� - STEVEN R. JONES .C.E. N0. 65124 DATE
ELEVATION: 427.877' DATUM: NAVD88 DATE: 4L2q_ /_jS DATE: 7 PLANNING CASE No. (N /A) APN #264- 451 -12 SHEET 2 OF 4
GRADING AND DRAINAGE PLAN
R/W
GRAPHIC SCALE 1 " =30'
I FOR TU N A LRAN CH
\' EP ROAD EP
0 30 60 90 LINE OF BUILDING WALL 1 12' 12'
IN FRONT OF SEWER PUMP 4" SEWER CLEANOUT
STEEL COVER TYPE B PER SDRSD
ELEV =42ji.2-;L SC -01 TYPE B I
PROPOSED ORIGINAL GRADE ORIGINAL GRADE
EX. I.O.D. FOR ROADWAY PURPOSES RESIDENCE PROPOSED B DEVICE W
GRANTED TO THE COUNTY OF SAN DIEGO PREVENTOR DEVICE PER - - - �-
ON MARCH 29, 1979 AS F/N 78- 122780 O.R. - U:PrC:--A'ND CITY REQUIREMENTS. - - - - - - - - -
FF GARAGE = 424.70 I INSTALL WITHIN PROPERTY. FINISH GRADE -H
1 I N
i / i ---------------------
2" SCH 40
--- __ -___ ___ EX. PUBLIC TRAIL EASEMENT PROVIDE BACKFLOW PRESSURE 4
4" GRAVITY SEWER LATERAL
MATCH T -- RANTED TO THE CITY OF - "` 2" PVC PRESSURE PIPE LATERAL PER SS -01 S =2% L =t46'
s E CINITAS ON AUGUST 24, �� �� PREVENTOR I
20\10 AS F/N 2010 - 044017 O.R.
�.-°' ' INV IN= 422.15 "
INV OUT= 421.40 IE= 429.13 6 PVC RISER WITH EXTENDABLE
I: f�N9. BACK
PROPOSED RECLOSEARSPECAN EXISTING SEWER MAIN
o ;ter 1\ 6401 PROPOSED SUMP &PUMP. RIM= 433.70 DEPTH APPROXIMATE
I /\ - " \'" I / / INV= 418.15 36 "DIA x 6' DEEP FIBERGLASS
i o, BASE WITH MATCHING STEEL COVER IE= 428.021
PER BARRETT ENGINEERED PUMPS OR
ZOELLER EQUIVALENT NOTE:
YI °;ORS 1' AA "I \ \\ Fs= a3o.00 /� NOTE: HYDROMATIC SK6OA2 NON CLOGING SUBMERSIBLE PRIVATE SEWER EJECTOR PUMP SYSTEM TO BE MAINTAINED IN
/ U l SEE BARRETT PUMP W O.6HP, 1750RPM, 230/1/60 MOTOR
s5�� \ A ENGINEERED PUMPS OR / ACCORDANCE WITH PRIVATE SEWER EJECTOR PUMP MAINTENANCE AGREEMENT"
ZOELLER EQUIVALENT INTERGRAL LEVEL CONTROL SWITCH AND BATTERY DOC. NO. 2015- 9_l31_Q iicc - - -- RECORDED ON Afq_)LL L►_ 2015, O.R.
/ FOR SPECIFICATIONS AND BACKUP OR APPROVED EQUIVALENT - SEE
I/ EXISTING SEWER \ \ \\ INSTALLATION DETAILS SPECIFICATIONS AND DETAILS PER BARRETT
RIMN x3365 ENGINEERED PUMPS (OR ZOELLER EQUIVALENT).
' tt INSTALL BACK FLOW �� \\ \ � \\
SEWER PROFILE
1 PREVENTOR PER
/OMWD 0 -2.1,, SCALE: 1 " =5'
� NL= 429.75 � �... \ \\ \ \1.- \\
O \
J EXISTING A V A
FS= 429.59
HOSE BBB
MATCHLINE SHEET
EXISTING GRADE
EXISTING PVC \ \ \ -
6" PVC RISER WITH WATER RISER \ \\ / °\ _ _ __ ___ -_ __. _._ _ ._ -. 15%
EXTENDABLE v°
BACKWATER / Q �o A \� - - --
v - - - - _.. _ .- ...._.. _ FS= 426.76
CHECK "PSPEC.LEAN I Wi \ \ <0% .:, :: - 6,
' \ \ \ FINISH GRADE
! \ FS= 224.75 :..::. ..... .. i.....
RECTORSEAL / •$ \ 'F \ FS= 424.24 ., ;,. r, _, . „•,.:.
1° 5%
OR EQUAL / ROCK LINED BR kW DITCH DRIVEWAY
--
4" SEWER CLEANOUT ",. ___ -I \ E_-
TYPE 8 PER SDRSD
SC -01
- -430 - I \ A \ \ \\ \\ \ \\ ' \ 6" CL7 SS II BASET OVER
,;ORE 6008 Fl :75 \\ \
3\ \\ TI
BASIN 1 SEE DETAIL
THIS
S HEET
' < FS= 428.75 r \OffFENG
- -WHITS GADING FENCE
DISNRBIA E v \
\ \
v
V% \\
2
\` 2' ♦}R$URE SEWER
To-
V s W A r
PROFILE DRIVEWAY
FS= 430.97
10%
HMA PAVEMENT OVER
CLASS II BASE
SCALE: 1"=5' EASEMENT
4' WIDE -
EP EXISTING 10' P
EASEMENT 20' /DWY TRAIL EASEMENT
I
FS 43147 FS= 431.68 FS= 431.84
4" HMA PAVEMENT OVER
6" CLASS II BASE
EASEMENT
I
MINIMUM L
P
\ * \\ oA\ ROCK DITCH /
AT6R sERwcE SEE DETAIL 10' TRAIL
j 2" PRESSURE WATER SERVICE " >� \ 2 \ +: ` \ SHEET 2 20' WIDE PAVED DRIVEWAY 1' VARIES' EASEMENT
SEWER L ='�20' PER SDRSD W -QPSP� aP \ \\ \ \\
\\ �,0. 2 BACKING RSP �JN• �°0 \ / \\ \ .�� . _ _.. -. ... . _ fa/-° 2•
\` I 5M5R SY bn�IINSIPATOR c� \ \+ \\ '4a 1 / ,�•1• r.
� -420\ FL�41i.M1 ! G -5 TYPE A \ \s' \
\ \ HMA BERM \ �' \ \ 4" HMA PAVEMENT
\ \ \+ \\ \ 1' WIDE x 1' THICK OVER 6" CLASS II BASE
(BOTH
PAVEMENT EDGE
SIDES)
\ R_26\ SECTION A - 20 DRIVEWAY
SCALE: 1"=5'
e \e I \\
NO. �'yBACKINGt P \ \\ \e \ \��C/ ' \\ �X
\ \\ EMERGY,.DISSIPATOR \ \ \ \\ \ \\ \ TO• THE CITY TRAIL EASEMENT ONRAUGU3T 24,
m 5'x5; x5' MIN. \\ �h \ \\ \ 2010 AS F/N 2010-0440174 O.R.
f� \\ 10m x
20'4200' s��-- A\ vvvv v vvv Xvvvv + -253'
° N \ BIOREJENEIN B IN 2 `. ` p \
SEE DETAIL RiiS EET '.� \ '+, \ 1PA ° \\ \\\ \ \\ /``
IFS= 42 00' `, ,,, / \ W y'u/.) CI \ 1 IE -4 \ \ \ y. _._ I + i
Lill- c \\ �,, \ ..,, � Fs -4z+`+ 41ya \ \\ �. ARay ��� 3.
Ai
AV3EA RRA��yy.. / \ �V v "-. 1u v
\ o �6" �\ qs \\ \\ \\ _ ° --�- -W
FS- \ \, NDI0S. S I2 P ABTAOCR K ING •._ `. \ \ \ �4 / .. / a �\ \ / f E E T PVC M
VAIMATE EWERGY FS- 423.50 0 fAPP CATION
s wz4.to ... +I.=� 1 -Y�/ �G . aa- - - - - - - �- •- - - / S- - 1 ~ - ° - - ~ T --(\ - W � •�-'�I -� �- T \\ -\ -
Z _ - -- -- -� �\
\
W \
1 \\ - �. N • x41 •� \ �� \\ w \ if i // i / G - - - - -Y �- r - - -- - \
WITH `PCC END 1 / �� RS�42424 � -- ---
& SILL W LL PER • \. P '� „ „ „° \ I \ J ----\ / ,- 1:, \ \\ \ \
5'x5 x5' MIN. 'q `, d1 4 A. \ \ °•�. -. vim -�--- 430"' / \ / \
-.-410 `I SDRSD D -4 i V v`emu.. � ✓` � v v° v i / .il � ° °__ i / h'. A I
AREA
\ \ \ '\ \ / •. ,} RESIDENCE
FF= 425.20 FS-4
\\ \VMITS OF GRADING a \ AD= 424.50 a -�11•S \ \ \ \ ° °- \ ° `_- �-•1 \ I \ \
\ \ " \ a4�5.� FS -42470
N sh1M.1N
2:1 \MA'X,•FILL SLOPE \. ° \ \-- \ •is = y11FS- 424.70
1 I SEE
'•. FOR SEWER.,'•, °�
PUMP INFO. - • -_ A Q1 p�'1\. " °•.. AREA
\ °\ SEiC,HACKD I \\ �\. IE- _ \ °•... iE -421
\
\° PROPOSED -SUMP & PUMP. \ \\ \\
36 "DIA x 6 " DEEP FIBERGLASS \ "� �.. NINI /
BASE WITH MA` C)}R{ING STEEL COVER \ \ C
\ PER BARRETT ENGIN EKED PUMPS OR ARE pp��pQRA PATTD'
\ \ APPROVED EQUIVALE'�_..
HYD'ROMATIC SK60A2 NON CLOGING SUBMERSIBLE IE iy •llq -k '
\ \\ PUMP W /0.6HP, 175ORPM, 230/1/60 MOTOR.--, -.. -._
INTERGRAL'LEVEL CONTROL S T H AND BATTERY ° AREA p I 4- -�
\ \�� BACKUP OR APPQOVED EQUIVALENT - SEE 419. O "_ °•- `` 42
\ \ ECIFlANS AND-DETAILS PER BARRET *I ' ---� ?
\\ I ECRED TIO PUMPS OR OTHERS_ AS APPLICABLE.
400 o �e-
\ e ° °� °'�-•- x414.52 °fj-
\ 4e2-
\
- -__ ^ --
\ -
\ _
N0. 2 BACKING RSP
AREr ^RU ENERGY DISSIPATOR '
iE 47i4so / - "...- WITH PCC END & SILL , \ \\\ \\\ °\\ � / 1 1 1 \ \
' ALI_PERSQRgD _D -�O \ \ L_- \ \ \ e
/ FL =47.0 I'
0 200 R s \ / \\ _ °� -_ \ / \ _� / / I 1 \\ \ \ I \ \>•:
BIORETENTIO
BASIN 3 SEE DETAIL
THIS SHEET
Irk. 7t, N FS= 421.00 \t \ \I \ -r✓
EG 4 DRAIN _ -_ \ \ \ \ \ . \ ° ° °r °k -/ \ \ \ \\ EXISTING WATER METER LOCATION ` +\ 1 \
` - -f- SCALE: 1 " =30' i \\ \\
NENOE,- R:WPP`AOCISO6NIEG A-TROSRP
0. - - - -_ __ -
_
_ -_ _.SD
55 R � ER S�40 420�
\
\
10°° \ Y-1 ,a t �X: °EASEMENT GRAtyTED_TO' SDG &E ON 1' ESS
�_ _ __ _ - - - - =+<� � MARCH 14, 1978 A`% 78- 099667 O.R.
T_
a . -_____ T \ \° \\ \ °\ '� \\ � °\ �- - � \`- - - -_-� -N \� � // QP�F .IO�,S1 MATCH LINE
-- - - - - -- - - -----------------
a > \ - - - - - -- j - -- �L---- ��- - -L - -�
- --
N88.54'41 "W 656.99'"..''\ \ \ \ ° \z LLu N0. 65124 m
\ \e\ COASTAL LAND SOLUTIONS, INC,
/ I 577 SECOND STREET
--- - - - - -- - - -- - \ \ \\ �\ \\ �\ / /
\ °\ \' °_ \- ---------- - --- -_ ✓/ 0% I // j sT�T` �F V 1�'i`�\�P PH C (760)5230 -6025 4
CAL FAX (760) 230 -6026
REVIEWED BY: _ -_ DRAWN BY: CHECKED BY:
CHANGE NO. DESCRPTION APPROVED DATE BENCHMARK SCALE / SPECIAL DISTRICT - SRJ SRJ - -SCE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
4vI T�. N {ba> -� _ (c•. DESCRIPTION: ENC -BRA S DISC LMARKED "LS 7322 J PLANS PR ED ER THE SUPERVISION OF RECOMMENDED APPRO D GRADING PLAN FOR:
-- -_ -_ -_ DROP INLET ON THE NORTH SIDE OF HORIZONAL N/A_ 1°4.Afl_ -- HUGHES RESIDENCE 111 `71- G
FORTUNA RANCH ROAD AND 50' -� BY: BY:
SOUTH OF ADAM'S RUN. y - -fs MASIH MAHER, 3741 FORTUNA RANCH ROAD
- RECORD FROM: R.O.S. NO. 18416 VERTICAL NZA STEVEN R. JONE C.E. NO. 65124 DATE C42519
ELEVATION: 427.877' DATUM: NAVD89 DATE: 4!294 IS DATE: PLANNING CASE NO. (N/A) APN #264- 451 -12 SHEET 3 OF 4
LEGEND
CONSTRUCTION ENTRANCE
°d
SAND /GRAVEL BAGS (2 HIGH)
(300 ea) o0000000
SILT FENCE- (800 ft)
X X
HYDROSEE SLOPE PROTECTION
(18, 300sf)
i LL_L ALL "�' �� \\ EROSION CONTROL PLAN OLIVENHAIN MUNICIPAL WATER DISTRICT
~L L L I- I \ \\ \ GENERAL POTABLE WATER SYSTEM NOTES
L_
L \
L L \ \ ' AIL
GRAPHIC SCALE 1 20' HYDROSEED NOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS
LL �` \ 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN
\ 0 20 40 60 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR
\ A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS
ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT
SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
\ TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS
1 \ \ APPROVED BY THE CITY ENGINEER.
CONSTRUCTION ENTRANCE \ ,, 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM 2• THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS
SEE DETAIL THIS SKEET . \ \ \ LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO
NOTE: �\ \ 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR.
CONSTRUCT SEDIMENT BARRIER AND:. \ \ \ A. SEED MIX SHALL CONSIST OF NO LESS THAN,
CHANNELIZE RUNOFF TO SEDIMENT i::. \ \ \ 1. 20 LBS PER ACRE OF ROSE CLOVER 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY.
TRAPPING DEVICE ':':': "' \ \ 2. 20 LBS PER ACRE OF ZORRO FESCUE THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT
\ ° 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM
J \ \ \\ �°\ IN ADVANCE OF ANY SHUTDOWN.
A / v y 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
1f� 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
/ \ \ \ 6. 1 2 LB PER ACRE OF DIMORPHOLECA 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR
❑ ❑ �"+ "' /:':'• \ \ 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE
❑ ° ° ¢W� ....... / \ \ :::\ \ \ THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET SCHEDULED ON A MONDAY OR FRIDAY.
OR RESIDENTIAL STRUCTURES. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA.
° ° ° ° ° OQQ // '.. `\ \ 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
Q ° ° W O (:�. "\ \ A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
° d °C�❑ I' • \ "`" \ SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION.
❑ W \ ::' '. HYDROSEEDING.
Z ° °° A ° °, QcVi¢ \� - -�° \ 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
❑ ° ° Qa / ° NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR.
i- J CONTAINERS WITH THE CALIF
R °d ° ° = ti \ :\ \ �\ CALIFORNIA OR DEPARTMENT OF FOOD AND AGRICULTURE
❑ ° ° o� \ \ \ CERTIFICATION TAG ATTACHED T0, OR PRINTED ON SAID CONTAINERS. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS
d ° ° ❑ :':'. ''\. r PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
� 3 z I • ;,• ;,•;;, '..... ':. \ °° \ � 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
19' RADIUS `� ¢ \ \ B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. 7• THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE
• \ UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL
\•, \ TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
MIN. 50' MINIMUM °'�_ 1� \ APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING
\2
COARSE
AGGREGATE
FILTER
FABRIC
p° °
°°
°
°d
°
°
°'�;:;;• \ (J \ SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600)
\10 \\ C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD
O
\ 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: VERIFIED BEFORE ANY CONSTRUCTION BEGINS.
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6:1. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL
U::.
ORIGINAL I "' B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY.
GRADE -- \ "" ' ::':: {:.. N 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
\ ....... �..:.. \ SATURATED SEED BED. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE,
° I \ �, 0� 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET.
\. °po \ OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
\•;•;• \ i! `• �, \ 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT
3` "•: \ 1 HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL COUPLINGS WITH 't MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO
1.1' MIN., UNLESS OTHERWISE \ °° \ 0 \ �� THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
SPECIFIED BY CITY ENGINEER \ "', �\ IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL
SECTION A -A� \ + \\ SECURITY RELEASED. AT ALLNLOW PIOINRELEASES SN THE WATERBMA NS PROFILE. PLACE MANUAL POINTS
A R REDLEASES BLOW-OFFS
I ".
5. SHOULD GERMINATION OF HYDROSEEDED
q \ \ ROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE
\ GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU
\ \ <'; \ WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW
CONSTRUCTION ENTRANCE \ \ \ ;;;;;;;;;:; :y "L` % "• \ \ SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE.
NTS 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED
\ \ I \ \ r \� \ \ 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER W SHALL BE CHISELED IN
Irb
\po \ \ TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
\\ I\ \\ \\ \ \\ \\ °° 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT
\\ ° THE DISTRICTS PRIOR WRITTEN CONSENT.
1. SET POSTS AND EXCAVATE A \ \ \ \ ::. m }:: }:; }:;..;.;•.� ,/::�..; " \ \ + ° 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES
4 BY 4 IN (10 BY 10 CM) ° I \ :::.h : u:::' ' \ ° °
\ \ \ . \ \ °° COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW
TRENCH UPSLOPE FROM AND \ \\ \ \ "' \\ \\ °\ PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER.
ALONG THE LINE OF POSTS.
°° \ \ \ \ i� `• 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN
DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
/ �' ". + \ \ ° °° ° °° \ °° LOCATED AT THE wEEEWHEN4VEREPOSSIBLE.EET INTERSECTIONS SHALL BE
............
.......................... .
j j \\ I \\ \\ \ \\ \\ \\ -�- `• /' FS =y 61.S ° ° ° °° 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT
.............................
` 4a .., ..;, \ °° °° °°° AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE
.......................... .......
............... ........
�- � INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
........:::: HP 411..11
\ \ ....., ..... ...... ...................... 0 fir\ .... • •: ..:.. ,, , � ° X \
4 IN (10 CM) \ \ \ \ : : :: :; : :; :.: :; ...... \:'.: :. R,. .••• ° \q. °° °\ 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY
�\ \ \ "' ' """' " "• ':'::'::'::':': S \° ° THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION
2. ATTACH EXTRA STRENGTH FILTER FABRIC \ \ \ \ ...... :.: .: =4 �' ° 1" ° \ AND ACCEPTANCE OF THE CHANGE.
3. BACKFILL AND COMPACT THE \ \ \ � • • • �,• "� • • ' • • • ° ° /y °
WITHOUT WIRE MESH TO THE POSTS EXCAVATED SOIL. \ I \ \ \ \ \ �" ' a: ' ' ' ' °� °° \46 °° ° °�
AND EXTEND IT INTO THE TRENCH. \ \ \ \ �'' "'" " " " "' _ \ " 42'' 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH
s ° \
\ \ '•:'•:�:•: •••••••• •• •• .. - � 9' ° THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF
PIPE SHALL BE USED AS T) E DESIGNATED WORKING PRESSURE FOR TESTING
\ \` '\ • ., . :. _ � *,„„•c?..z. .. � __ , ° �, ALL PIPE, VALVES CLOSED AND APPURTENANCES.
FILTER FABRIC d�� \ I \ �°C `' + �\ \ °\ 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE
II( \ NO 2- ,BACKING RSP \ �• `'•
\ ENERGY'•DISSIPATOR FS= 424.24 �..:.::::: ':.: °� \ °° WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO
WIRE o
I v:::.:: \\:' TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC
5x5 x5 fa Ml. ` t/ t......"a::i:.5.....:... \
- - - S SHALL CONFORM TO THE CRITERIA SPECIFIED IN
FL= 41;.24 THAT SPECIFICATION.
FIED
° -
\
22 CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
....... \ ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION
'\ LIMITS OF GRADING VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES.
DETAIL SILT FENCE \ I
\ \ \' •:.: •::•. \ -- 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR
NTS b \� \ ?':: "',� \ \ = l ' \ - 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
..... ........
.......... .... ...
..................
....................
\ \ ` :::.: ::.. ::.. :::.' :::.4_ \ ° p,• / > \ /
AND/OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF
.................. /
x \ / ° ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY
�/ / \/ WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
\ I \ 2:1 MAX:., FILL SLOPE ,,, "�•::::�•::,i;::�•::•:.:'':;::: �'•::� „y °° °°° p �` / \
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS
\ \ I \\
+ 1..: \ PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
O \ 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX
OO .• : {...:: \ TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS.
\ ° o _ ::: : X DESILTING BASSiV �Uotf - -.
RUNOFF TWO LAYERS OF GRAVEL BAGS„ \ I \ ° O ro
WITH ENDS OVERLAPPED \ \\ I \\ �\\\ - }-
~ :.:::.. .'• �\ ° °' o ____ 31UnETLN l o N AASrNs SH ALL
BL-
\ ° E1(CAVATED AND USED AS OESSL awty
GAP BETWEEN BAGS \ :.:.. O _._ -- -
ACTS AS SPILLWAY :9 /' - QAStNS dUdSNG CONStRC1GTION.
INS�ALL_SILT FENCE °-"`• a� q F-A,X �THE SIL1 SHALL QE COM/LETEL•/
N PERIMETER E- ROSION A _ - i�EM[�W'e0 RNO THL• aSO/LErlr'A/�SoA/
B,. KING RSP
DETAIL GRAVEL BAGS ° ° °\
CONTROL AROUND- \ �'� ' ' ' --ENERGY DISIPATOR r - -__ - -- i{�FSCNS CC�na DLETED oNLE SITE OFESSjO
:.......
DISTURBED AREA SEE" -\ " "' "`
\ + " tea :::::::::::.:.:.. X - - -_ FL_4r3. - �4 - - -- FVAIAL Sr &6scrZArraV r5 AL OQP R• Nql
NTS \ _ _ ............... ... - _ //E
\ DETAIL THIS SHEET °\ 20--__
............. I
TO 0GCUP,4NGY oK FSNAL.
- _ , - No 65124 .
COASTAL LAND SOLUTIONS, INC. \ \ \ \ _ + .`....... - _ _ \ \ ,
L� 577 SECOND STREET
S ° \
ENCINITAS, CA 92024
l
PH _ 9D TF OF CA�ZF�P
l_s FAX (760) 230-6025
REVIEWED BY: ORAWN_BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT SRJ SRJ I SCE ENGINEERING DIVISION - APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
-emu= T DESCRIPTION: 2.5" BRASS DISC MARKED "LS 7322 PLANS PRE D ER THE SUPERVISION OF RECOMMENDED APPROV D EROSION CONTROL PLAN FOR:
- ENC -17" CONTROL PT NO. 1017 IN
- -- - - - -- - --
DROP INLET SIDE OF HORIZONAL N/A FORTUNARANCH ROAD AND 5O BY: AA . _ BY: _ HUGHES G SODTH OF ADAM'S RUN. MASH MAHER, / i
3741 FORT UNA RANCH ROAD
RECORD FROM: R.O.S. N0. 18416 VERTICAL N A C42519
_ STEVEN R. JON R.C.E. NO. 65124 DATE
ELEVATION: 427.877' DATUM: NAVD88 I I DATE: 4129 1 15 DATE: y 7 /S PLANNING CASE NO. (N /A) APN #264- 451 -12 SHEET 4 OF 4