2016-12955 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 REBORT OF LIMITED A VESTIGATION PREPARED BY
C.W. LA MONTE COMPANY INC. DATED 01-14-2019 PROJECT# 19-7093 SHALL BE CONSIDERED
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED
OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1 /2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS,
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL 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 4684-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.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED
GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT TO 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
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
o DESCRIPTION: CITY OF ENCINITAS STATION 91
LOCATION: SE OUADRANT OF THE INTERSECU
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 AMERICA COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR
MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES
BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE
FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE
EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN
DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE
DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS
DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED
(TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY
FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. fF SUCH
A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED
SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS
DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND
CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY
STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE
REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE
NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC)
WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT.
IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT 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.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION
BMP IMP NOTES
• SEE SHEET 3
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 - ESD - 811
B. GAS & ELECTRIC - SDGE - 811
C. WATER - S.D.W.D. - 811
D. TELEPHONE - SBC BELL - 811
E. CABLE TV - COX COMMUNICATIONS - 811
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT McCULLOUGH DESIGN DEVELOPMENT - DAAN ZIJLSTRA
AT 858-204-8163 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY
THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
PROPOSED
Vol a DRIVEWAY
G
LA �
�i
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK LEGAL DESCRIPTION:
Ij
�„E 1 12 a
43 �48 PROPOSED i
0.
RESIDENCE
a
4
�E �0G 04
S7
KEY MAP
SCALE: 1" = 60'
ON THIS PROJECT. PHONE: (760)-633-2770.
PARCEL 2 OF PARCEL MAP 21538, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE, (760)-
CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY
633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
RECORDER OF SAN DIEGO, DECEMBER 19, 2017 AS
AND REMOVAL.
FILE NO. 2017-7000492.
SOILS ENGINEER'S CERTIFICATE
OWNER'S CERTIFICATE
I, C11FFOSO W. LA MONTE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
UNDER MY DIRECTION ON 01-14-20 AND FOR AN UPDATE ON . ONE COMPLETE COPY
THE SITE.
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
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND
GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM,
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF
ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
SIGNED: __...__ ._
DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED?
DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR
GE NO.: 495
OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS,
4�pfE5���Nq`
w'
OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
EXP. DATE: 12/31/21 ��' 4�o L° �y
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
Al. �`` Exp. �p
� u 12/31/21 c"
INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
JOB #: 19T7093 m
PROPERTY OR PUBLIC EASEMENTS.
Lafi
°` No. 495
COMPANY: C.W. LA MONTE COMPANY. -INC. - � � �
ADDRESS: 7 N V SUITE 00 s� Fo ��
LA MESA, CA. 91942 �rF of cA��F` SIGNATURE: BELINDA A. DUKE -SMITH DATE: _ 6r22�2Q2t
PHONE: 619-4fi2-9861
SIGNATURE: DATE: _6/22/2020
STATEMENT OF ENGINEER OF WORK AN HULL
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/ R AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPLO MENT^D ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE:
DATE:
DOUGLAS E. LOGAN
COMPANY: RAUCHQ C065TAL ENGINEERING & SURVEYING INC. Q P�OFESS�C,y�{
ADDRESS: 310 VIA VERA CRUZ. #205 Ns
PHONE NUMBER: 760--510-3152
RCE EXPIRES: 12 31 2021 c 3972fi m
a >l]
IJ OF CALIF
■
RECORD FROM: ROS 18416
ELEVATION: 178.54' DATUM: NAVD88
'i' -BUILT APPROVALS
VIP/, q-z Z
PUBLIC WORKS
D L!�SE. GAN DATE PLANNING
REVIEWER
SENIOR ENGINEER DATE IIAIC��I`Tf1A
EARTHWORK
60 30 0 60 120
SCALE IN FEET
SCALE: 1" = 60'
STEEPEST EXISTING NATURAL. SLOPE ON -SITE =.QH: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 4-FEET
MAXIMUM VERTICAL DEPTH OF FILL = 4-FEET
CUT = 700 _. C.Y. FILL = 300 C.Y. EXPORT = 400 C.Y.
REMEDIAL = 200 C.Y. *NOTE: A HAUL ROUTE PERMIT SHALL
IMPERVIOUS AREA EXPORTAOF OBTAINED q CITY PRIOR TO
IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 6,805 SQFT
INCREASE IN IMPERVIOUS AREA: 6,805 SOFT
IMPERVIOUS AREA REPLACED: 0 SQFT
PUBLIC WORKS
DATE SIGN
INT. DATE P NS PR ARED UNDER SUPERVISION OF
DATE:
R.C.E. ND. 39726
ENGINEER
DOUGLAS E. LOGAN EXP. 12-_31-21
PLANNING DIVISION
�1
7J 15120
OWNER & PERMITTEE:
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:
5JANDARD SPECIFICATIONS
1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
(2018 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
EDITION),
3. STATE OF CALIFORNIA STANDARD SPECIFICATION S-DECEMBER 2015,
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-DECEMBER 2015.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
DESCRIPTION
STD DWG
SYMBOL
EXIST.
LOT BOUNDARY ..........................................
...��...
�..
EXIST.
EDGE OF PAVEMENT,
........................
EXIST.
CONTOURS ...............................................
EXIST.
FENCE ......................................................
EXIST.
HP GAS LINE .............................
...............
GAS
EXIST.
WATER LINE .... . ... . .....
. .......CL-150...............
W
EXIST.
SEWER LINE ................
8" PVC SDR--35------
S
PROP.
CONTOUR .................................................
170
PROP.
PCC DRIVEWAY... .......
................... ...........
a a a
. a
a
PROP.
CONCRETE ................
.............._---- -
.e
a �
PROP.
RETAINING WALL............
SDRSD "C-4" ........... .
PROP.
4" PVC DRAIN PIPE- .
........................ ------
PROP.
3" UNDERDRAIN PIPE......
SDRSD D-27.............
PROP.
AREA DRAIN .........................
. ................... .
PROP.
NO. 2 BACKING RIP -RAP
..............................
PROP.
SPILLWAY.............D-22
OR SIMILAR...............
-�
PROP. 810-RETENTION BASfN- `.
OWNER: ANDREW HULL & BELINDA A. DURE-SMITH
13103 POLVERA AVENUE
SAN DIEGO, CA 92128
858-349-2029 (C)
adhullOucsd.edu
b d u resn i th C i cl Qu d. com
SITE LOCATION:
APN: 254-392-33
1117 EOLUS AVENUE
ENCINITAS, CA 92024
SHEET INDEX �
SHEET 1 COVER SHEET
SHEET 2 GRADING PLAN
SHEET 3 EROSION CONTROL PLAN & NOTES
PARKS AND RECREATION
Ae Saul 7/15/20
DATE I SIGN
ENGINEERING DIVISION APPROVALS
RECOM E APPROVED:
S WAK EDWARD J. WIMMER
7-17-20 7-17-20
VICINITY MAP
T.B. PG. 1108-D2
NO SCALE
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SOLTRCE DEVELOPMENT CONSULT:kNTT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510--3153 Fax
SAN DIEGUITO WATER DISTRICT
DATE SIGN
DATE
BMP PROJECT STATUS
STANDARD PROJECT
ENCINITAS FIRE DEPARTMENT
Warri $ar�aret 71 TfIZ.0
SIGN DATE
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0.
GRADING & DRAINAGE PLAN FOR:
HULL/DURE-SMITH RESIDENCE 14684--G
1117 EOLUS AVENUE, ENCINITAS, CA 92024
CASE NO. CDP-003373-2019 APN: 254--392-33 SHEET 1 OF
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NOTE:
�� r
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APPLICANT SHALL CONSTRUCT FRONTAGE , 2: 1 CUT
as IMPROVEMENTS PER 12955 I 2 � 173.8 —
1 1 TG
�1 1 12 2:1 FIL l
BERM 0 TOP OF
m 6 '43 �� �b FILL SLOPE PER 1 1 l l
.i 1� -�`Z,DETAI THIS SHEET
(TYP . ) 5 [ r r�
1 (N) 5' HIGH WROUGHT,
IRON FENCE
PROPOSED
RESIDENCE
PAD=174.0
FF=174.7
1
r
61 ° a
4j 4 4Q 4
12 -�'� 4 1 11
.5: 1L
N [ ,ri v ❑ �� J �� ° {TYP.}t
�7
(N) TREE, f 4 13 �� r
(QUEEN PALM)
4 AC d
$ J �5� HIGH WROUGHT
-�G (N) �1 4 2 4��
BERM � 8 � d
F
DEEP ROOTED, DENSE, DROUGHT -
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
�. 2 c-.? %.uvcr%
OVER PIPE
7 (TYP. -all
12" MIN.
**SEE NOTE
WORK TO BE DONE:
q OF 22' WIDE NON-STANDARD P.C.C. DRIVEWAY
OPENING.
PROPOSED RETAINING WALL PER SDRSD "C-2"
PROTION OF EXISTING WALL TO BE REMOVED.
EXISTING WALL TO BE REMOVED AT SEAM.
PROPOSED BIO-RETENTION BASIN PER DETAIL THIS
SHEET, AREA=292.0 S.F., F.S.=169.5
4" PVC DRAIN PIPE 0 0.75% (MIN.)
6" AREA DRAINS.
12" RISER BOX PER DETAIL ON SHEET 3.
4" PERFORATED PVC PIPE.
1 Q SOLID 3" PVC UNDERDRAIN PER SDRSD D-27, OUTLET
TO EXISTING 4" AC BERM.
11 12" WIDE TRENCH DRAIN W/ TRAFFIC GRATE.
12 2'x2' NO. 2 BACKING RIP -RAP.
13 CURB TO DIRECT DRAINAGE TO TRENCH DRAIN.
EXISTM UTILITIES NOTE
ALL EXISTING UTILITIES ARE SHOWN PER
IMPROVEMENT PLAN DWG. NO. 12955 I
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 4" FROM THE
SURROUNDING GRADE
30" MAX:
ISER BOX 4'r
F.S.=1 fi9.5
8-12"
P�-.
PIPE
RISER
-3" WELL -AGED, SHREDDED
HARDWOOD MULCH
KEYSTONE WALL OR SLOPE
-NO. 2 BACKING RIP- A�'\Y/X
D AI,N Plp i
18" MIN. ENGINEERED SOIL
*SEE NOTE BELOW
2- 3" OF 3/8"
��/� it GRAVEL
Luk
y 3' 1c IRON FENCE ° P C
17Il n I a BELOW \�� - 3/4" CRUSHED
J v a
p► ~`7 11.14
DRIVEWAY r� 11 8 >>� W I ,� ROCK
° s — a
.1 FILL a V a 4 r UT O eh, 4 TIE 4" PERFORATED PVC , 1 TIE 3" PVC UNDERDRAIN
rn PIPE INTO RISER 4" PERFORATED
�. 2 La 1� a -� i f PIPE & OUTLET TO
ter° f 4 d �, ' �� J y, � a- 4 d �� ��� i I EXISTING CURB GUTTER PVC PIPE
EX ST�NG 4 l 1 % BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 24" DEEP "SANDY
10
P20TECT
1 44 1� l / LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL
WATER METERIN a p� d `a d1�.5 0 � �• �'r�"yy 2� I , 1 1 I CONTAIN 50-6030 SAND, 20-30% COMPOST OR HAROWDDD MULCH, AND 20-30%
�r67� 4
PA S7 ` i TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO
0) ° ° P -]� 4 l I FREE OF NOXIOUS WEEDS. u
DR#
v 1�{ �} l I **,3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE 0
a �`� TY P DEEENED TO INCREASE THE INFILTRATION AND STORAGEA I I F T TAIL.
J a
a r a 1 `' `3s �dy � � �B L O HE DE �
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED w
r�3s BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION >
�30 ' BASIN IS 4% OF THE IMPERVIOUS AREA ORAINING TO IT.
f r
U
B10 RETENTION BASIN DETAIL a
C()
NOT TO `.CAL_E 0 w
—�
Ld
EXIS fN TIES TO REMAIN j r 1 1� W
`� o
IL z o
LLJ
1.5083" PVC UNDERDRAIN PIPE 19' � 4
' "
MIN. Al1N. FL DRIVEWAY 5" PCC DRIVEWAY W/ ¢' MIN 6- :2�
4f'c=2500 Psi W/ JOINTS
$ ` LEVE! LINE AT 12' MAX
R= I• • 4
EX. A.C. 12 �J LffL_L1NE _ rL•S�pp
2"
1.5" DEPTH GRIND INSTALL NEW A.C. PAVEMENT. »
AND OVERLAY BETWEEN EXISTING STREET EDGE OF 4 CL. a BASE 17"
EXISTING STREET PAVEMENT & PROPOSED BERM. MATCH NATIVE SUBGRADE TYPICAL BERM AT THE
EDGE OF PAVEMENT EXISTING STREET SECTION COMPACTED TO 95% PROPOSED A.C. BERM
TOP OF ALL FILL SLOPES
DRIVEWAY CROSS SECTION TYPICAL SECTION
� w
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w° E.
10 5 0 10 20 a C 39728
VIL
CROSS SECTION n NOT -TO -SCALE ® NOT -TO -SCALE NOT TO SCALE SCALE IN FEET s�9TF OFICAL\F
NOT -TO -SCALE SCALE: 1 = 10
a Ln
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2 �
CHA E NO.
DESCRIPTIO
APPROVED
DATE
BENCHMARK
AS —BUILT APPROVALS
DESAJL BY.
CRAAJL BY:
CHECDEL BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT
DWG. NO.
—
DESCRIPTION. CITY OF ENCINITAS STATION '134WCCS1"
LOCATION: 5E QUADRANT OF TH INTERSECTION OF LLUCADIA BLVD.�WL,
& ORPHEUS ST. IN THE 5LY SIDEWALK OF UCADIA BLVD.
3 FROM FACE OF CURB & 37 E L OFT FFIC SIGNAL
ON THE CORNER
RECORD FROM: ROS 18416
ELEVATION: 178.54' DATUM: NAV088
'"i r�
D UGLAS E. LOGAN DATE
SENIOR ENGINEER DATE
INT.
DATE
P NS PR ARED UNDER SUPERVISION OF
DATE:
R.C.E. N0. 39726
ENGINEER
DOUGLAS E. L.OGAN EXP. 12-31-21
RE COM E APPROVED:
�GvarGj. 1NfNY1N1'r
S WAK EDWARD J. WIMMER
7-17-20 7-17-20
DATE DATE
GRADING & DRAINAGE PLAN FOR-
HULL%DUKE—SMITH RESIDENCE
1117 EOLU S AVENUE, ENCINITAS, CA 92024
--
CASE NO. CDP003373-2019 APN: 254-392-33
'� ��4—
SHEET OF
� 27
z Z
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PLANNING
REVIEWER
INgPFr�TnR
R:\Projects\7792 - MDD Eolus\7792-GP02.awg 6/22/2020 11: 09 AM
LDEV-01 1633-2020
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/DR 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 STDRMWATER 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 (76O) 633-2770.
SAN DIEGUITO WATER DISTRICT NOTES
1.
WATER MAINS, LATERALS AND APPURTENANCES SHALL
5.
UTILITIES TO MAINTAIN MINIMUM 5—FOOT SEPARATION
BE CONSTRUCTED ACCORDING TO THE STANDARD
WHEN PARALLELING WATER SERVICES.
SPECIFICATIONS OF THE CURRENT WATER AGENCIES'
STANDARDS COMMITTEE (WASC),
6.
MINIMUM HORIZONTAL SEPARATION OF 10—FEET
REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO
2.
REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT
GAS AND ELECTRIC VAULTS.
DOES NOT CONSTITUTE REPRESENTATION AS TO THE
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE
7.
ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF
OR NON—EXISTENCE OF, ANY UNDERGROUND UTILITY,
DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER
PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
PROJECT.
SERVING.
3.
ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL
8.
CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS
DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
REQUIRING THAT NO —LEAD BRASS BE USED IN THE
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER
EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10
SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH
FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS
TO BE NO —LEAD BRASS PARTS.
UNDER WATER MAINS UNLESS GIVEN WRITTEN
PERMISSION BY SAN DIEGUITO WATER DISTRICT.
9.
ALL COPPER TUBING USED FOR AIR RELEASES, BLOW
OFFS, AND SERVICES SHALL BE PROVIDED WITH
4.
CONTRACTOR AND OWNER ARE RESPONSIBLE TO
CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR
RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING
WC-18.
WATER FACILITY (FIRE HYDRANT, METERS, VALVES,
VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET
CURRENT WATER AGENCIES' STANDARDS COMMITTEE
(WASC) STANDARDS. IF FACILITIES DO NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED TO
CURRENT STANDARDS AT THE OWNER'S EXPENSE.
ilk - :f.1
I.E.= 167.5t
4 PERF. 4 4" PERF.
UNDERDRAIN PIPE UNDERDRAIN PIPE
\ I.E.=167.5
SOLID 3" UNDERDRAIN
PER SDRSD D-27.
OUTLET TO EXIST.
CURB/GUTTER
RISER BOX DETAIL
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FIL'
SILT FENCE DETAIL
NOT TO SCALE
l �
} �S ABILI
l CONSTRUCTION
I j EN ANC
�� 1 1
U OTEL
EROSION CONTROL MEASURES MAY
BE REQUIRED IN ADDITION TO THOSE
SHOWN ON THIS PLAN AT DISCRETION
OF Cl TY.
EXISTING
GROUND
tee: yf�'�� :ate►�
1-1/2"
CRUSHED
ROCK
.-P..".
20 10 0 20 40
SCALE IN FEET
SCALE: 1" = 20'
PUBLIC
RIGHT—OF—WAY
PUBLIC
RIGHT—OF—WAY
FLAN PROVIDE APPROPR#ATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT—OF—WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
A
LEGEND
PROPERTY BOUNDARY
CONSTRUCTION ENTRANCE
GRAVEL BAGS
SILT FENCE
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
GRAVEL BAG CHECK DAM
NOT TO SCALE
Qp�FESS�tlN
4
7t r
m
a C 39726 o
CIVIC �4
9�F OF CAO
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SO[JRCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fax
CHAN E NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
•-BUILT APPROVALS
DESIGNED BY:
DRAWN BY;
CHECKED 8Y:
KEG
ENGINEERING DIVISION APPROVALS
CITY QF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DWC. N0.
���
a,�
DESCRIPTION: CITY OF E i AS ST TQN '134WCCS1"
SE UADfiANT OF INTERSECTION OF LEUCAD 6L D.
DRPHEUS ST TR Y SIDEWALK OF L U DIA B .
FR E Y OF RAFFIC 51GNA
THE CORN R
RECORD FROM: ROS 18416
178.54' DATUM: NAVD88
7
UGLAS E. OGAN DATE
SENIOR ENGINEER DATE
INT.
❑ATE
P N5 PR ARED UNDER SUPERVISION OF
DATE: 6/2020
R.C.E. NO. 39726
ENGINEER
DOUGLAS E. LOGAN EXP. 12-31-21
RECRM E APPROVED:
�dwaLd . M4 �-
S WAK EDWARD J. WiMMER
7-17-20 7-17-20
DATE DATE
EROSION CONTROL PLAN FOR:LOCATION:
HULL%DURE-SMITH RESIDENCE
1117 EOLUS AVENUE, ENCINITAS, CA 92024N
CASE NO. CDP-003373-2019 APN: 254-392-3J�ELEVATION:
4 j�4—
I
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PLANNING
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INSPECTOR
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R: `Projects/7792 — MDD EoIus17792—GP03.dwg ylL- - 11: 39 AM
LDEV-01 16