2011-10947 SG (Plans)RIGHT OF WAY NOTE
EROSION CONTROL
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
SIGN DAT
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
A. SEWERS - CSD - 811
OWNER & PERMITTEE:
AND UTILITY
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
1.
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LIBBY SCOTT
EASEMENT.
i
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
CHANGE N0.
AT (760)- 822 -3399 24 HOURS A DAY.
DOUGLAS E. & ELIZABETH A. SCOTT
D. TELEPHONE - SBC BELL - 811
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
2.
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
3453 TOSCANO COURT
ENCINITAS, CA 92024
DRAINAGE NOTE
GRADING CONTRACTOR AND PERMITTEE, THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH
RAINY NECESSARY MATERIALS PILOF
ONE
(760)- 822 -3399
CITY OF ENCINITAS - ENGINEERING
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
SITE ONSEASON
OCTO(OCTOBER 1 AT CONVENIENT FACILITATE DHACONSTRUCTION
/,
2�16Q
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO
2
TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
SITE LOCATION:
DEDICATED & ACCEPTED
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
3.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-
40 20 0 40 8
APPROVED DRAINAGE FACILITY.
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND
ENGINEERING INSPECTOR.
°
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
AND REMOVAL.
APN: 264- 223 -26
RECORDED 10 -24 -57
4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
IN BOOK 6805, PAGE 137 O.R.
UTILITY NOTE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
3453 TOSCANO COURT
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
5.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY
ENCINITAS, CA 92024
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
MAXIMUM VERTICAL DEPTH OF CUT = 6 -FT.
THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE
GENERAL NOTES
WHICH MAY ARISE.
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
LEGAL DESCRIPTION:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
6.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS
PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
PARCEL 2 AS SHOWN ON PARCEL MAP NO.
16421, IN THE CITY
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
OF ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA,
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
7.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
RECORDED FEBRUARY 28, 1991 AS FILE NO.
1991 - 089050 OF
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
INCORPORATED HEREON.
OFFICIAL RECORDS.
2. EAST COUNTY SOIL CONSULTATION & ENG. HAS BEEN RETAINED TO PROVIDE GRADING SUPERVISION. A
IMPERVIOUS AREA AFTER CONSTRUCTION: 14.000 SQFT
°
FINAL COMPACTION REPORT WILL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING
8.
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
OWNER'S CERTIFICATE
(
THE CONCLUSION OF EACH WORK DAY.
IMPERVIOUS AREA REPLACED: NONE SQFT
o
to
3. SEPARATE APPROVALS AND PERMITS FOR -ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
I (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
9.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
GEOLOGIST HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER
DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND
ALL GRADING ACTIVITY AND ADVISE ON THE
COMPACTION AND
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
14.
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STABILITY OF THE SITE.
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5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
I N N
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
n
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
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GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED
NOTIFICATIONS
SIGNATURE: �edQ
DATE:
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
-DOUG E. SCOTT
I
LICENSED
LICENSED LAND SURVEYOR.
1.
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE
n
15.
CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED,
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
C
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR
PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
CITY OF ENCINITAS ITS OFF ERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
,�
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
SIGNATURE:
DATE: t
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
AGENCY AND EMP OYM TAN (SING OUT OF THE WORK PERFORMED BY THE ENGINEER.
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
ELIZABETH A. SCOTT
ORDINANCE.
8.
GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
SIGN DAT
40' PRIVATE ROAD.
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
A. SEWERS - CSD - 811
N
AND UTILITY
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
B. GAS & ELECTRIC - SDGE - 811
SIGN DATE
EASEMENT.
i
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 811
CHANGE N0.
9.
NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD
D. TELEPHONE - SBC BELL - 811
•
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
E. CABLE TV - COX COMMUNICATIONS - 811
° '
GRADING CONTRACTOR AND PERMITTEE, THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH
12' PUBLIC EASEMENT FOR
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
DEL DEL
/,
2�16Q
ON THIS PROJECT. PHONE: (760)- 633 -2770.
2
10.
PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN
DEDICATED & ACCEPTED
N
f
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-
40 20 0 40 8
/
O ®' '
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND
633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
°
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
AND REMOVAL.
®..
RECORDED 10 -24 -57
®'C
11.
UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
IN BOOK 6805, PAGE 137 O.R.
i
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE
EARTHWORK
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 203.16' DATUM: NAVr1AF
PROVIDED STATING: "THE GRADING UNDER PERMIT 10947 -SG HAS BEEN PERFORMED IN
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3 H: 1 V
SITE MAP
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
MAXIMUM VERTICAL DEPTH OF CUT = 6 -FT.
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE
MAXIMUM VERTICAL DEPTH OF FILL = 2 -FT.
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
CUT = 230 C.Y. FILL = 70 C.Y.
12.
ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
EXPORT = 160 C.Y.
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
IMPERVIOUS AREA
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
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 12.800 SQFT
z
°
THEIR INTENDED USE.
IMPERVIOUS AREA AFTER CONSTRUCTION: 14.000 SQFT
°
INCREASE IN IMPERVIOUS AREA: 1200 SQFT
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
IMPERVIOUS AREA REPLACED: NONE SQFT
o
to
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
STATEMENT OF ENGINEER OF WORK
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
W
I
14.
ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
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ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
I N N
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
n
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
I Z
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
C
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
I
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
n
15.
CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
I
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED,
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
C
PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
CITY OF ENCINITAS ITS OFF ERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
...�
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
ENGINEER AND HIS HER AGENT OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
AGENCY AND EMP OYM TAN (SING OUT OF THE WORK PERFORMED BY THE ENGINEER.
ORDINANCE.
1
'��'t
20'
16.
ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
SIGNATURE: DATE:
20'
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
DOUGLAS E. LOGAN
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
Q RoFESS/
�q<
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
COMPANY: RANCHO COASTAL ENGINEERING. INC. �o E
ADDRESS: 1635 S. RANCHO SANTA FE RD., STE. 206
PHONE NUMBER: 760 -510 -3152
17.
THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
RCE EXPIRES: 12/31/2011 w C 39726 m
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR
Cr
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE
mT olvl\� �P
DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR
qrF
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA
of CA�1F��
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY
1% a
60' EASEMENT FOR PRIVATE ROAD AND UTILITY
PURPOSES PER VESTING DEED AND AS REVISED IN
DEED RECORDED 12 -31 -71 AS FILE N0. 306520 O.R.
WISHBONE WAY
R N 87'33'34" E 312.14'
60' EASEMENT TO OLIVENHAIN MUNICIPAL II
WATER DISTRICT RECORDED 11 -13 -78 AS
_FILE N0. 78- 489987
(E) SOLAR II
_ EANEL s
-(E) R.C.C. w
DRIVEWAY z-
Y
0
f
' EXISTING
ACCESSORY (E) COVERED
(E) MAIN UNIT / PATIO
RESIDENCE 1 �_�'�;'
WISHBONE WAY `"
� CREST RD.
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°< < SITE
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EL NOR/ TE DEl
VICINITY MAP
T.B. PG. 1128 -05
N
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
STANDARD DRAWINGS:
STANDARD SPECIFICATIONS
1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
(2000 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
EDITION).
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
DESCRIPTION STD DWG SYMBOL
EXIST. EASEMENT....... _ ..................... .
C4 EXIST. PARCEL MAP BOUNDARY.... - -
PROP. LOT LINE ................. ............................... .
EXIST. FENCE LINE .............. ............................... .
w
a EXIST. CONTOURS ................ ............................... -
PROP. RETAINING WALL. .... ........ C -5
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w
II c4
CD
II �
II W
Cw
N)
N
II W
II I
PROP. CONTOURS ................ ............................... �110-___
PROP. SPOT ELEVATIONS ............... ................ o] 8.0 FG
0
SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 SIMPLIFIED GRADING PLAN
SHEET 3 EROSION CONTROL PLAN & NOTES
PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST 411, _+ , li a 1 A L PUBLIC WORKS PLANNING AND BUILDING
BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT ENGINEERING & SURVEYING
MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
SCALE: 1"=40'
PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT
p6v6,m E. �oCaA+I
BMP PROJECT STATUS
2 -3 -I
Vkr6
m
�(E) POOL /
SIGN DAT
40' PRIVATE ROAD.
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4 II
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AND UTILITY
1
1
SIGN DATE
EASEMENT.
i
/I II
CHANGE N0.
DESCRIPTION
APPROVED
DATE
•
SCALE
SPECIAL DISTRICT
° '
DESIGNED
12' PUBLIC EASEMENT FOR
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING
SERVICES DEPARTMENT
PEDESTRIAN AND EQUESTRIAN
DEL DEL
/,
2�16Q
TRAIL PURPOSES
2
!.. .. !'
Q
DEDICATED & ACCEPTED
N
f
Q
ON P.M. 16421 I)
40 20 0 40 8
/
O ®' '
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10' EASEMENT FOR INGRESS - EGRESS
°
TO WILLIAM HI ARROLD McGRATH
®..
RECORDED 10 -24 -57
SCALE IN FEET
a •
" ..
IN BOOK 6805, PAGE 137 O.R.
SCALE: 1" = 40'
R
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 203.16' DATUM: NAVr1AF
N 87'33'34" E
312.04'
SITE MAP
PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST 411, _+ , li a 1 A L PUBLIC WORKS PLANNING AND BUILDING
BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT ENGINEERING & SURVEYING
MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
SCALE: 1"=40'
PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT
p6v6,m E. �oCaA+I
BMP PROJECT STATUS
2 -3 -I
Vkr6
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SINGLE SOURCE DEVELOPMENT CONSULTANT
1635 S. RANCHO SANTA FE #206
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
SIGN DAT
N
DA SIGN
DATE
STANDARD PROJECT
SIGN DATE
CHANGE N0.
DESCRIPTION
APPROVED
DATE
SCALE
SPECIAL DISTRICT
APPROVAL
DESIGNED
BY.
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING
SERVICES DEPARTMENT
DRAWING NO.
DEL DEL
2�16Q
2
DESCRIPTION: 25BENCHMARKCORNER OF VAULT
ON LONE JACK RD.
PT. W 1010, STATION NAME: CLSB -012
LOCATION: SOUTHWEST QUADRANT OF LONE JACK RD.
HORIZONTAL: 1 " =40'
VERTICAL: N A
LA S PREPARE SUNDER SUPERVISIONCOF
DATE:.
R.C.E.
"NI
DOUGLAS E. LOGAN EXP.
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N0. 39726
12 -31 -11
RECOMMENDED:�(ZI�3
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MASIH MAHER
11111 11
DATE
AP ED:
ENCE A. WA (PUBLI WORKS DIRECTOR
It
DATE
SIMPLIFIED GRADING PLAN
FOR:
SCOTT STUDIO & GARAGE
3453 TOSCANO COURT
APN• 264 - 223 =26
10947 -SG
,`
s U6v
AND DOUBLE L RANCH RD.
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 203.16' DATUM: NAVr1AF
SHFFT 1 OF
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N 87'33' 34" E 312.14'
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CHANGE NO. DESCRIPTION APPROVED DATE
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MPACTED TO 95%
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CONSTRUCTION NOTES:
O INSTALL PERVIOUS SURFACE,
O2 CONSTRUCT RETAINING WALL PER C -5.
O4 INSTALL 12" SQ. AREA DRAIN WITH 4" PVC OUTLET
BOTTOM OF WALL AS SHOWN.
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ENGINEERING ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
1635 S. RANCHO SANTA FE #206
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
IAENT APPROVALS CITY OF ENCINITAS — 11GINEERING SERVICES DEPART
App SIMPLIFIED GRADING PLAN FOR:
c SCOTT STUDIO & GARAGE
LA / I/ W (PjIBLIC WORKS DIRECTOR 3453 TOSCANO COURT
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APN: 264 - 223 -26
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STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
• A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH
AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
• POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
• PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
• FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
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.
WALE SHALL BE PLANTED-
NI
I EQUATE GROUNDCOVER 6't
OR PLANTS THAT ARE 4 " -6"
NOT P 0 BLOCKING THE
DRAINAGE MAY ALSO BE
PLANTED DE SLOPES.
i�T.'t7e.- nVlllll Qi .._
18"
TURF REIN
IF APPLICI
rr%-6" MIN. ENGINEERED SOIL
*SEE NOTE BELOW
-2" MIN. 3/8" GRAVEL
6" MIN. 3/4" CRUSHED ROCK
* "ENGINEERED SOIL" LAYER S BE MI 6" DEEP SANDY LOAM' SOIL MIX
WITH NO MORE THAN 5% Y CONTENT. MIX SHALL CONTAIN 50 -60%
SAND, 20 -30% COMP OR HARDWOOD MU NO 20 -30% TOPSOIL. 0
NOTE: VEGETA WALES ON GRADES OF MORE .5% MUST INSTALL CHECK
DAMS TO LI HE SLOPE OF THE SW TO 2.5% U OTHERWISE APPROVED
BY THE TOR OF ENGINEERING SERVICES.
NO FILTER FABRIC IS TO BE USED IN THIS SECTION.
BMP TREATMENT SWAL
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
NOT TO SCALE
2. STAPLE WIRE FENCING TO
THE POSTS.
------ -- - I
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4 IN (10 CM)
FI L'
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
G • LI
4
50'MIN.
1 -1/2"
CRUSHED
ROCK
UBLIC RIGHT -
OF -WAY
BLIC RIGHT -OF -WAY
PLAN LPROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF -WAY
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
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ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
1635 S. RANCHO SANTA FE #206
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
PLANNING AND BUILDING I PARKS AND
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3 BAGS HIGH (MAX.)
2 BAGS HIGH (MIN.)
NOTE: LOWER BAG ROW TO BE _1
BURIED 6" UNDER GRADE. to
NO SCALE
GRAVEL BAG CHECK DAM
II
II
20 10 0 20 40
SCALE IN FEET
SCALE: 1" = 20'
1 BMP PROJECT STATUS ■
STANDARD PROJECT
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DES O BY: D BY: CHECDDEL BY:
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING
SERVICES DEPARTMENT
DRAWING NO.
DEE IN
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DESCRIPTION: 2.5 DISK IN NORTHEAST CORNER OF VAULT
ON LONE JACK RD.
PT. a: 1010. STATION NAME: CLSB -012
LOCATION: SOUTHWEST QUADRANT OF LONE JACK RD.
AND DOUBT E LL RANCH RD.
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 203.16' DATUM: Navnaa
HORIZONTAL: 1 " =20'
VERTICAL: N/A
P ANS PR A UNDER SUPERVISION OF
DATE:
R.C.E. N0. 39726
EN GI
DOUGLAS . LOGAN EXP. 12 -31 -11
RECOMMENDED: APP
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EROSION CONTROL PLAN FOR:
SCOTT STUDIO & GARAGE
3453 TOSCANO COURT
APN: 264- 223 -26
10947 —SG
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Z: \Projects \7111 — Scott, Libby \7111— SGO3.dwg Oct 22, 2011 11:41cm
Xrefs: 7111 —MAP; 7111 —BASE; 7111 —SGOO; 7111 —TOPO
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