2021-17211 G (Plans):IIt] :Iwe] mTff.AVMzto] Ii
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 GEOTECHNICAL INVESTIGATION FOR NEW, TWO-STORY RESIDENCE WITH
BASEMENT GARAGE PREPARED BY EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC. DATED
02-08-2021 PROJECT # 21-1147A3 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 LDEV-017211-2021 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 I DATE
BENCHMARK
DESCRIPTION:
LOCATION: IN
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. IF SUCH
A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED
SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS
DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND
CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY
STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE
REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE
NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC)
WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT.
IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT 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.
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 - LWD 760-753-0156
B. GAS & ELECTRIC - SDGE - (760)-438-6200
C. WATER - S.D.W.D. - 1-800-227-2600
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.
SOILS ENGINEER'S CERTIFICATE
I, MAMADOU S. DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER
MY DIRECTION ON 02-08-21 AND FOR AN UPDATE ON 07-21-99 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:
GE NO.: 2704
EXP. DATE: 12/31 /23 Q 'OfESSi01V
o �
JOB #: 21-1147A3
��oo� S. o,OF�
COMPANY: EAST COUNTY SOIL CONSULTATION & ENGINEERING. INC. GE 2704 ,m
ADDRESS: 10925 HARTLEY ROAD, SUITE "I" Exp.12-31-23
SANTEE, CA 92071 O
cF
PHONE: 619-258-7901 rTgT FCHN ��\P
f OF GA`\Fo
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/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPLOYMENT A AR GG OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE:
DOUGLAS E. LOGAN
COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC.
ADDRESS: 310 VIA VERA CRUZ, #205
PHONE NUMBER: 760-510-3152
RCE EXPIRES: 12 31 /2023
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 60.601' DATUM: NAVD88
QRpF E SS
O
q
JG�PS E • z OC
a 9�
U m
C 39726
�r �r
qTF OF CA0F
DATE: 8/29/2022
LEUCADIA WASTEWATER DISTRICT
SAN DIEGUITO WATER DISTRICT NOTES
• SEE SHEET 5
LEUCADIA WASTEWATER DISTRICT NOTES
• SEE SHEET 5
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
• SEE SHEET 5
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP f IMP NOTES
• SEE SHEET 5
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM PARILLO
AT 415-238-6961 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 (40%). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
NOT -A -PART
APN: 254-221-02
U S74° 16' 30"W 120.00'
0 z NOT -A -PART
0
Z `O
�I PROPOSED
- DRIVEWAY PROPOSED RESIDENCE
C
Z
R1 N PROJECT SITE
APN: 254-221-03
<
�n Z
S74° 16' 30"W 120.00'
NOT -A -PART
APN: 254-221-04
KEY MAP
SCALE: 1 " = 30'
LEGAL DESCRIPTION:
THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF
CALIFORNIA, COUNTY OF SAN DIEGO, CITY OF ENCINITAS AND
DESCRIBED AS FOLLOWS:
LOT 13, BLOCK 3, SOUTH COAST PARK NO. 4, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
ACCORDING TO MAP THEREOF NO. 2049 FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY JULY 26, 1927.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND
CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM,
AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF
ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED
DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR
OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS,
OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
PROPERTY OR PUBLIC EASEMENTS.
l'
`O APN: 254-221-38
N
rn
NOT -A -PART
o APN: 254-221-37
0
N
N
30 15 0 30 60
SCALE IN FEET
SCALE: 1 " = 30'
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
(2021 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (2009
EDITION).
3. STATE OF CALIFORNIA STANDARD SPECIFICATION S-DECEMBER 2018.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-DECEMBER 2018.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2018.
DESCRIPTION STD DWG SYMBOL
EXIST. LOT BOUNDARY ...................... - -
EXIST. EDGE OF PAVEMENT ................ '
EXIST. CONTOURS ........................... - 85
EXIST. FENCE .................................. E]
EXIST. RETAINING WALL .....................
PROP. CONTOUR ..............................
PROP. P.C.C. DRIVEWAY .....................
PROP. PRO SERIES CHANNEL DRAIN......
PROP. STEM/RETAINING WALL .............
PROP. CONC. BLOCK RETAINING WALL....
PROP. 4" PVC DRAIN PIPE .................
PROP. 4" PERFORATED PIPE ...............
PROP. 2" PVC SCH. 80 PRESSURE LINE.
PROP. AREA DRAIN ...........................
PROP. 6" MINUS ROCK ......................
PROP. BIO-RETENTION BASIN ..............
PROP. BROOKS BOX ..........................
PROP. SUMP PUMP ...........................
P.C.C. RIBBON GUTTER ......................
EARTHWORK
STEEPEST EXISTING NATURAL SLOPE ON -SITE =
10
H: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 3-FEET
MAXIMUM VERTICAL DEPTH OF FILL = 3.98-FEET
CUT = 690 C.Y. FILL = 30 C.Y.
EXPORT
= 660 C.Y
REMEDIAL = 200 C.Y.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
4,486
SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION:
3,518
SQFT
INCREASE IN IMPERVIOUS AREA:
a
SQFT
IMPERVIOUS AREA REPLACED:
0
SQFT
SIGNATURE: DATE: 8/29/2022
TIM PARILLO
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER PUBLIC WORKS PLANNING DIVISION
Engineering on Behalf of Public Works
OWNER & PERMITTEE:
OWNER: TIM PARILLO
126 7th STREET
DEL MAR, CA 92014
415-238-6961 (C)
SITE LOCATION:
APN: 254-221-03
1439 NEPTUNE AVENUE
ENCINITAS, CA 92024
PARKS AND RECREATION
C33692 8/31/2022 9/8/2022
DEXTER S. WILSON, PE RCE DATE
9/14/2022 Jam`
DEXTER WILSON ENGINEERING, INC. 6/30/2024
I FIRM
AS -BUILT APPROVALS
DOUGLAS E. LOGAN DATE
PRINCIPAL ENGINEER DATE
PUBLIC WORKS
PLANNING
REVIEWER
EXP. DATE SIGN DATE SIGN DATE SIGN
DESIGNED BY: DRAWN BY: CHECKED BY: AJL AJL DEL ENGINEERING DIVISION APPROVALS
INT. DATE P NS PR ARED UNDER SUPERVISION OF RCM E D APPROVED:
DATE: 8/29/2022
39726 MICHAEL TRIZIC JILL T. BANKSTON
R.C.E. N0. PRINCIPAL ENGINEER CITY ENGINEER
ENGINEER 09/22/2022 09/27/2022
DOUGLAS E. LOGAN EXP. 12-31-23 DATE DATE
JUPITER
SIT[
SHEET INDEX
LA COST
0
-A
C,_o
Z
vL
DIANA ST-
JASPER ST
■■■■■■■■■■■■■■■■■■■■■■■■■■
5
N
JASON ST
HOEBE ST VICINITY MAP
W GLAUCUS ST T.B. PG. 1147-A3
NO SCALE
LEUCADIA BLVD `\ c
LEUCADIA BLVD
c
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fax
SHEET 1 COVER SHEET
SHEET 2 EXISTING TOPO & DEMO PLAN
SHEET 3 GRADING PLAN
SHEET 4 SITE SECTIONS AND DETAILS
SHEET 5 EROSION CONTROL PLAN & NOTES
SAN DIEGUITO WATER DISTRICT
09-13-22 09/08/2022
DATE SIGN DATE
i
i
c
I
l
i
BMP PROJECT STATUS i
f
STANDARD PROJECT
c
c
ENCINITAS FIRE DEPARTMENT
SievmXeUy Qafr'e�y 916t2022
SIGN
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
GRADING & DRAINAGE PLAN FOR:
PARILLO RESIDENCE
1439 NEPTUNE AVE., ENCINITAS, CA 92024
CASE NO. CDP-004397-2021 APN: 254-221-03
1
DATE
DWG. N0.
l
I
LDEV-017211-2021
c
i
SHEET 1 OF 5
�12
O
nv
d�
(n
LiJ
��
�(
�O
JJ �
O
-D �
E�
J Q
nW
N
Ln
z�
7
:c O
l�-
Ln
j_ CD
n O
�z
JJ
JJ W
?z
-D O
1J �
RAProjects\7929 - Parillo\ENGINEERING PLAN S\7929-GP01.dwg 5/29/2022 2: C5 PM
EXISTING LEGEND
X
86.25 3� 86.29 \1
x I 86.32 I 1 I
I I x I
(E) WHITE EDGE I I 8817 J
STRIPING ALONG
NEPTUNE
86.28
1 f6.29 � 14 x 8g•�2 I � I I Q
I EXISTING 4" � Q
SEWER LATERAL Q I
Q J 14
I I 3: 4 I I IQ
86.31 � I
I I I �
I APPR XIMATE 1 I 4 I
I LOCATION
TER MAIN
I
z
86.39 rn
o
I o o
T p I RAW
II
o� I x rn � I 15.3'
I I 86.41 I
n z
I
rn (86.59) I I x
I I I u 84.31 181
I I 86.45 I 4 Q 1 4
I EXISTING CONCRETE
DRIVEWAY
I� I 14 I
I Q I 83.74
I TOP
I ORAIN
(E) 8" SEWER MAIN I I Q I
I
I PER LEUCADIA 85.29 gw
WASTEWATER ))6.48 4
DISTRICT
92.13 92.57 \
I x APN: 254-221-02 \`
x / 90.28 \ x JI \
8g 50 � / \ 91 0,
bUUINUAK T
- RETAINING WALL
BROCK RETAINING WALL
v
CONCRETE
1O WATER METER
I
x
93.10
x x
93.64-� -
1 S74° 16' 30"W 120.00' \
\I \ 90. I / Q r �4 J �- 9 3 (g 3.18) \ x
I / I Q J i Q 4 J \ 4 4 �94. g2\ TW 93.25
Q I Q v 4 -93.23 BW
14 Q EXISTING ICONCRETE .DRIVEWAY
J / I APN: 254-221-38 �
Q 91.49 ti a'
4 cD J 92' 31 4 92.54 Q
I J (E) GAS METER
93.55
\ 4 Q I
4 Q I z�
EXISTING BUILDING N
I
4 cli \
I I
1.4 I
0
EXISTING BUILDING 4
I I: 4 •• I t o
4
PATIO/DECK
ABOVE GARAGE
I TOP FLOOR ROOF
I OUTLINE
U' I (86.63)1917
�6.49
86.48
cn
86.48 X 90 6 j I
90
36.00 X86. 5
I
• I a 4 / Cam.
J v \ 4 (93.03)
9
�\
4I •.
I
T\N
21.23
91LQ8 BW
�4 400
�g24b)
\
(---119
� SOS
�6
9
S74° 16' 30"W 120.00'
x 8 ���\\409 -���
���
9413
91. g
X
IZA N: 254-221-0
x
94.86
EASEMENT NOTE:
ONLY EASEMENT ON PROPERTY IS AN EXISTING
EASEMENT FOR TELEPHONE AND/OR ELECTRIC
1
94 54
APN: 254-221-37
S
-9
c
c
\� l
i
c
l
N c
5 2.5 0 5 10
f
SCALE IN FEET c
SCALE: 1 " = 5'
c
POLES AND LINES FOR SEWER, WATER AND/OR
GAS MAINS AND PIPE LINES AND RIGHTS
INCIDENTAL THERETO, AS SET FORTH IN A
DOCUMENT RECORDED ON JULY 6, 1944, IN BOOK
1715 PAGE 61, OF OFFICIAL RECORDS.
THE EXACT LOCATION OF SAID EASEMENT CANNOT
BE DETERMINED AND IS NOT PLOTTED.
Q�OFESS/pN
a�
`� JG�Ps E. hoc ��
D
C 39726
sTgTF oF�cA`\FoR��P
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fax
=
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DWG. N0.
AJL
AJL
DEL
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID 1025
LOCATION:IN A WELL MONUMENT STAMPED ENC-25 LS 7322 AT THE
INTERSECTION OF EL PORTAL STREET AND LA MESA AVE.
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 60.601' DATUM: NAVD88
DOUGLAS E. LOGAN DATE
PRINCIPAL ENGINEER DATE
INT.
DATE
P NS PR ARED UNDER SUPERVISION OF
DATE: 8 29 2022
DATE:
R.C.E. N0. 39726
ENGINEER
DOUGLAS E. LOGAN EXP. 12-31-23
R COM E D
MICHAEL TRIZIC
PRINCIPAL ENGINEER
09/22/2022
DATE
APPROVED:
JILL T. BANKSTON
CITY ENGINEER
09/27/2022
DATE
EXISTING TOPO & DEMO PLAN FOR:
PARILLO RESIDENCE
1439 NEPTUNE AVE., ENCINITAS, CA 92024
CASE N0. CDP-004397-2021 APN: 254-221-03
LDEV-017211-2021
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
SHEET 2 OF 5
O
nv
(n
LJ
� U
-LJU
O
J Q
nW
N
Ln
L
�r10
I
�O
Ln
7;;o
n O
�z
J LJ
?z
O
1J
R: \Projects\7929 Parillo\ENGINEERING PLANS\7929 GP02.dwg 8/29/2022 2: C6 PM
t
1
00
I
■)
(F\ 1A/"ITF FnrC
(P) PAVED FL
I
I
I
I
I
I
—(E)
8" SEWER MAIN
PER
LEUCADIA
WASTEWATER
DISTRICT
(P) PAVED FL -
STREET OVERLAY
FOR SWALE
k6.49
I
86.4
66. 5
1
DROUGHT RESISTANT
LANDSCAPING.
6" MINUS ROCK
4" DRAIN PIPE---,
1. W.=y I .0
90.0 IE
3" MIN. OF MULCH
12" BROOKS
BOX OR EQUAL
12"
F.S.=90.0 _
- - - lAIIIIII111L MR . `��l �l v7_1 DIN
4�
III1.•..f.:;�1.•N*•��:,�1.•.f.:;�1..N*•��:,3�.,Zf�*"S;�dd�e'�4�si'A:S�d�' s2►:.n.��l_i rF� II
_.�L�J■'�1
= 10
f
1
SDRSD RETAINING WALL "C-1"
WATER PROOF SIDES OF WALLS
-3" OF 3/8" GRAVEL
88.0 IE
//v T.F=87.5
SOLID 4" PVC PIPE,
OUTLET TO NEPTUNE
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY
LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL
CONTAIN 65% SAND, 15% COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL,
FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF
NOXIOUS WEEDS.
**3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL.
SOLID 4" PV
OUTLET TO N
SUMP PUMP & STORAGE SPECIFICATIONS
(2) BARMESA PUMP 1 /2 HP 115v 1 PH 84 GPM 14' TDH
(1) 122 - SJE RHOMBUS CONTROL PANEL (20-30 AMPS W/ BREAKERS)
(3) LEVEL CONTROL W/O PLUG BOX
(3) HAPPY FACE WEIGHTS - ZINC PLATED CAST IRON CORD WEIGHT
(2) 2 TRUE UNION SWING CHECK VALVE
(1) 2" PVC BALL VALVE
(1) 36 x 72 FIBERGLASS BASIN W/ ANTI FLOAT 317 GAL
(1) 36" TRAFFIC RATED STEEL COVER
BROOKS BOX DETAIL
NOT TO SCALE
V4- PERF.
UNDERDRAIN PIPE
VOID FILLER - 1 /8" T
"X16" PCC
3/8" (NO. 8)
FLUSH CURB
APPROVED PERVIOUS
AGGREGATE IN VOIDS
OR DEEPENED
PAVERS W/ MIN.
BEDDING COURSE - 2"
THICK OF 1 TO 3/8"
G-1 CURB
3/8" VOID
I a: \�
/8"
, _
I
/
(NO. 8) AGGREGATEex
a
CHOKER COURSE - 4
THICK OF 3/8" TO 1 /2"�4"
/////jj
(NO. 57) CRUSHED ROCK
MIN. 6" THICK---'
OF3/4"
CRUSHED ROCK
WORK TO BE DONE:
I
1D
P.C.C. DRIVEWAY, SEE DRIVEWAY DETAIL ON
\
SHEET 4.
O2
PROPOSED CONCRETE BLOCK RETAINING WALL
PER S.D.R.S.D. "C-1 ". WHICH REFERENCES IN
x
THERE TO SEE "C-7" & "C-8" FOR ADDITIONAL
9,31
NOTES & DETAILS, THE "C-8" DETAIL SHOWS
WEEPHOLES WHICH WE WILL BE USING.
O3
4" PVC DRAIN PIPE @ 0.5% MIN. 235 L.F.
\
O4
6" AREA DRAINS.
x
93
O
2'x2' 6" MINUS ROCK, PER S.D.R.S.D. D-40.
\
O6
BIO-RETENTION BASIN PER DETAIL THIS SHEET,
I
FINISHED SURFACE = 90.0
O
BIO-RETENTION BASIN PER DETAIL THIS SHEET,
ID
z
FINISHED SURFACE = 90.0.
Ln
O
INSTALL 8" "NDs" PRO SERIES CHANNEL DRAIN
SYSTEM. USE PART NO. 838 TRAFFIC CHANNEL
N
GRATE & PART NO. 833 DEEP PROFILE DRAIN.
I
L4 9`
O9
SUMP PUMP PER SPECS, THIS SHEET.
00
I
10
4" PERFORATED PVC PIPE, 15 L.F.
��
11
12" BROOKS BOX PER DETAIL THIS SHEET.
z_
B 12
INSTALL A.C. PAVEMENT IN PARKING LANE
ALONG FRONTAGE TO CREATE A 4.8-INCH RISE
°?
FROM WHITE EDGE STRIPING TO T. SEE SHEET
4 FOR NEPTUNE AVE. MORE DETAILED.
cn
2
13
SUBDRAIN PER BUILDING PLANS, 140 L.F.
4' 0
14
EXISTING 1-INCH WATER METER TO BE
N
RELOCATED INTO THE RIGHT-OF-WAY BY SDWD.
>
15
INSTALL SEWER CLEANOUT PER LWD S-25 ON
z
EXISTING SEWER LATERAL.
N
�4, �
PROPOSED HATCHING LEGEND
54
9.T N
91.1
r PERVIOUS PAVERS
Bw j
(SEE DETAIL THIS SHEET)
90.04 TF C'j
v GARDEN PLANTING
0 0 0 o PEA GRAVEL
h❑ El El E-i E STEP STONES
El Ll
SURVEY NOTE:
ANY EXISTING SURVEY MONUMENTS SHALL
BE PROTECTED -IN -PLACE. IF ANY
MONUMENT IS DISTURBED OR DESTROYED
IT SHALL BE REPLACED BY A LICENSED
SURVEYOR.
SOIL SUBGRADE ��//\\/� PERF. SUBDRAIN41
NOTES:
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE
REQUIRED.
PERVIOUS PAVER DETAIL
NOT TO SCALE
Q�OFE5S/ON
9
5 2.5 0 N 5 10 C 39726
Civi
SCALE IN FEET sTgTE OFcP, \FOR�\F
SCALE: 1 = 5
NOTES:
• NEPTUNE IS CONSIDERED A "SPECIAL
CASE" FOR RIGHT-OF-WAY AND NO
ADDITIONAL RIGHT-OF-WAY SHALL BE
REQUIRED.
• ALL UTILITY SERVICE LINES TO THE
BUILDING SHALL BE CONSTRUCTED
UNDERGROUND.
RETAINING WALL NOTE:
• TW = FINISH GRADE @ TOP OF RETAINING
PORTION. NOT ARCHITECTURAL TOP
OF WALL
• BW = FINISH GRADE @ BOTTOM OF
RETAINING PORTION.
- NOT TOP OF FOOTING.
• TF = TOP OF FOOTING
EASEMENT NOTE:
ONLY EASEMENT ON PROPERTY IS AN EXISTING
EASEMENT FOR TELEPHONE AND/OR ELECTRIC
POLES AND LINES FOR SEWER, WATER AND/OR
GAS MAINS AND PIPE LINES AND RIGHTS
INCIDENTAL THERETO, AS SET FORTH IN A
DOCUMENT RECORDED ON JULY 6, 1944, IN BOOK
1715 PAGE 61, OF OFFICIAL RECORDS.
THE EXACT LOCATION OF SAID EASEMENT CANNOT
BE DETERMINED AND IS NOT PLOTTED.
BMPs NOTE:
BMPs ARE TO BE PRIVATELY MAINTAINED AND THE
FACILITIES NOT MODIFIED OR REMOVED WITHOUT A
PERMIT FROM THE CITY.
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fax
c
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT
DWG. N0.
AJL
AJL
DEL
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID 1025
LOCATION: IN A WELL MONUMENT STAMPED ENC-25 LS 7322 AT THE
INTERSECTION OF EL PORTAL STREET AND LA MESA AVE.
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 60.601' DATUM: NAVD88
DOUGLAS E. LOGAN DATE
PRINCIPAL ENGINEER DATE
INT.
DATE
P NS PR ARED UNDER SUPERVISION OF
DATE: 8 29 2022
R.C.E. N0. 39726
ENGINEER
DOUGLAS E. LOGAN EXP. 12-31-23
CO M N APPROVED:
�����0�
MICHAEL STRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
09/22/2022 09/27/2022
DATE DATE
GRADING & DRAINAGE PLAN FOR:
PARILLO RESIDENCE
1439 NEPTUNE AVE., ENCINITAS, CA 92024
CASE NO. CDP-004397-2021 APN: 254-221-03
I
LDEV-017211-2021
c
i
PUBLIC WORKS
PLANNING
REVIEWER
SHEET 3 OF 5
INSPECTOR
O
nv
(n
LiJ
� U
�ca)
_LjU
JJ �
O
-Lj�
Q
nW
N
Ln
L
�r10
7 �
O
Ln
j CD
n O
�z
JJ LLJ
?z
.D O
77_ =
1J Q_
R:\Projects\7929 Pcri o\EN&NEERING PLANS\7929-GP03.dwg 8/29/2022 2: 25 PM
SITE SECTION A
SCALE: H & V: 1 " = 5'
LINE OF ELEVATOR
SHAFT BEYOND
m
�6 �
2
NEPTUNE-
85 —
:•
SITE SECTION B
SCALE: H & V: 1 " = 5'
2oz
10,
V.C.
DRIVEWAY PROFILE
SCALES:
HORIZ.: 1" = 5'
VERT.: 1 " = 5'
(E) WHITE EDGE STRIPING
ALONG NEPTUNE
-10'
-V. C
(P) PAVED
FL
10'
PARKING LANE
2' I, 8'
GE @ 82.5
TRENCH DRAIN
4.8" ABOVE FL
ELEVATION OF SWALE
SCARIFY (E) A.C. PAVEMENT &
ADD NEW A.C. PAVEMENT AS
SHOWN
NEPTUNE AVE. A.C. PAVEMENT
NOT -TO -SCALE
90
rem
:•
TOP OF ROOF i, i
01)
u
I
CROWN OF (E)
PAVEMENT
I
1
�n
1
00
85.92x 6'
I
I
WWIT�
�nr-,�
V6.29 3:
I
SDWD S XH
IBIT
E8'
�
(P) PAVED FL ATI86.39 x�
3 C/
x it
86.41 / /
(86.
tk
5�
I /
2' 186.
FROM
(E) 8"" SEWER MAIN
PER LEUCADIA
WASTEWATER 86.48
DISTRICTtk
I /
c I (P) PAVED FL / 8
i
�6.49
x 86.48
1
Ik
88
x 86.48 x / _B7. <� \ 90
;.00 86. 5 I �i 8g
I/
I 7
PLAN VIEW - NEPTUNE AVE.
FOR DRAINAGE
i
N
SCALE IN FEET `
SCALE: 1 " = 5'
QROFESS/ON
9
JG�p,S E.
Z
C� m
C 39726 A
i7 iY
PT CIVIC �P
qTF OF CA0F
I RANCHO COASTAL
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DWG. N0.
AJL
AJL
DEL
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID 1025
LOCATION: IN A WELL MONUMENT STAMPED ENC-25 LS 7322 AT THE
DOUGLAS E. LOGAN DATE
PRINCIPAL ENGINEER DATE
INT.
DATE
P NS 7RARED UNDER SUPERVISION OF
DATE: 8 29 2022LDEV-017211-2021
R.C.E. N0. 39726
ENGINEER
DOUGLAS E. LOGAN EXP. 12-31-23
APPROVED:
��a�L O�PARILLO
w2l��
MICHAEL STRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
09/22/2022 09/27/2022
DATE DATE
SITE SECTIONS &DETAILS FOR:
RESIDENCEINTERSECTION
1439 NEPTUNE AVE., ENCINITAS, CA 92024
CASE N0. CDP-004397-2021 APN: 254-221-03
PUBLIC WORKS
OF EL PORTAL STREET AND LA MESA AVE.
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 60.601' DATUM: NAVD88
PLANNING
REVIEWER
INSPECTOR
SHEET 4 OF 5
I
7
O
nU
r
Cn
� w
�n,
�@)
LJO
O
�0
LJ
J Q
nW
N
Ln
L
�o
Liz
O
> Q0
7 �
n o
�z
-LJ w
?z
7 O
LJ �
R:\Projects\7929 Pcri o\ENGINEERING PLAN S\7929—GPO4.dwg 8/29/2022 2: 26 PM
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.
LEUCADIA WASTEWATER DISTRICT NOTES:
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE
ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF
ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA
WASTEWATER DISTRICT (LWD) STANDARD SPECIFICATIONS, AVAILABLE ON THE LWD
WEBSITE, AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST
CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE
FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS LISTED IN SEWER NOTES
2 & 3 ON THE JOBSITE AT ALL TIMES.
5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND OTHER REQUIRED
PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR
APPROPRIATE AGENCIES.
6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS
OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST
OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE
OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM
THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING
FACILITIES OR STRUCTURES SHOWN.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY
UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
8. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER
CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365
DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO
FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME.
THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT
ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY)
AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE
WORKING AROUND LWD FACILITIES.
9. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT
LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR
AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR
SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE
SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF LWD AT NO COST
TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO
SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD
STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO
REPAIR.
10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS;
CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED
SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A
SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE
WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP
COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE
SPILL CAUSED BY THE CONTRACTOR.
11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION
ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES.
12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER
CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE
EXPOSED.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE
ANY EXISTING 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.
5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS
AND SAN DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
W.25 a&n
32
29 I ,8
�n a&
STABILIZED/
5.92x ° I CONSTRUCTIO /
EN RANCE/-
I / /
rn
ee.4
I I �
I#esoo xes. 8&48X
I � /
I
I _
1rCCINI,rI ur0LvrC rrCVIVI HINU
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
GRAVEL BAG CHECK DAM
NOT TO SCALE
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMPZIMP 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.
IN (10 CM)
x
9a2s
71
I
I Uss
10
SILT FENCE
1
�;15
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC -
RE
SILT FENCE DETAIL
NOT TO SCALE
10 5 0 10 20
SCALE IN FEET
SCALE: 1 " = 10'
LEGEND
PROPERTY BOUNDARY
CONSTRUCTION ENTRANCE
GRAVEL BAGS
SILT FENCE
20'MIN. Ilk rPUBLIC
1 RIGHT-OF-WAY
8" MIN.-i-i-1 iiii-iii-iii-iii
II I I III III -III -I
PROFILE
EXISTING 1-1/2" PUBLIC
CRUSHED RIGHT-OF-WAY
GROUND ROCK
i. 20' M I N . i.
No
PLAN PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY c
STABILIZED CONSTRUCTION ENTRANCE
QRoFESS/ON
9
JG�p,S E
z
C� m
�
C 39726 A
sT vivo- �P
qTF OF CAS-\F���
NOT TO SCALE
RANCHO COASTAL
c
ENGINEERING & SURVLYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fax
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DWG. N0.
AJL
AJL
DEL
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINJATTH
LOCATION: IN A WELL MONUMENT STAMPED ENC-25 LS 7
DOUGLAS E. LOGAN DATE
ENGINEER DATE
INT.
DATE
P NS PR ARED UNDER SUPERVISION OF
DATE: 8 29 2022
N0. 39726
ENGINEER
DOUGLAS E. LOGAN EXP. 12-31-23
CO M N APPROVED:
���t�n
MICHAEL STNGI JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEERRECORD
09/22/2022 09/27/2022ELEVATION:
DATE DATE
EROSION CONTROL PLAN FOR:
PARILLO RESIDENCEINTERSECTION
1439 NEPTUNE AVE., ENCINITAS, CA 92024R.C.E.
CASE N0. CDP-004397-2021 APN: 254-221-03
LDEV-017211-2021
PUBLIC WORKS
OF EL PORTAL STREET AND LA
FROM: CITY OF ENCINITAS SURVEY CONTROL NET
60.601' DATUM: NAVD88PRINCIPAL
PLANNING
REVIEWER
INSPECTOR
SHEET 5 OF 5
O
nU
Cn
L-Li
n,
�@)
-LJO
O
�0
Q
nW
N
Ln
E
I
O
Ln
O
> Q0
n o
�z
_Lj LLI
?z
7 O
LJ
R: \Projects\7929 Pcrillo\ENGINEERING PLAN S\7929-GP05.dwg 8/29/2022 2: 27 PM