2019-14566 G (Plans)i, • ] A I UNA rk • 3
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 REPORT OF LIMITED GEOTECHNICAL INVESTIGATION PREPARED BY
GEOTECHNICAL EXPLORATION INC. DATED 10 -25 -2019 PROJECT# 19 -12326 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 -t-4S6 -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
CH
NO. DESCRIPTION APPROVED DATE I BENCHMARK
SIRN 9/15/20 DESCRIPTION: 2.5" BRASS DISC STAMPED CL
LOCATION: SOUTH CURB OF CALLE ACERVO P
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 INSITU(`1N 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.
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BMP-ZIMP NOTES
0 SEE SHEET 3
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JENNIFER BENEDICT & MICHAEL TOLDA
AT 760 - 212 -0868 , 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.
N72'39'07 "W
EXISTING RESIDENCE
•s
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 N,72'39'07 "W 225.
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - ESD - 811
B. GAS & ELECTRIC - SDGE - 811
C. ATER D. WELE HONE SBC BELL - 811
KEY AP
E. CABLE TV - COX COMMUNICATIONS - 811
SCALE: 1 " = 50'
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
ON THIS PROJECT. PHONE: (760) -633 -2770. �y
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- LEGAL DESCRIPTION:
633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION PORTION OF LOT 24 OF RANCHO LAS ENCINITAS IN
AND REMOVAL.
THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
SOIL ENGINEER' CERTIICA STATE OF CALIFORNIA ACCORDING TO MAP 84$
RECORDED JUNE 27, 1898, IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY.
AREA OF WORK
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50 25 0 50 100
SCALE IN FEET
SCALE: 1" = 50'
1, WM. DAVID HESPELER 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 OWNER'S CERTIFICATE
MY DIRECTION ON 10 -2,5-1,q AND FOR AN UPDATE ON N/A . ONE COMPLETE COPY OF THE
SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. THE SITE.
SIGNED: .941SO I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND
// T� // CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM,
GE NO.: 396 QRoFESS /0�q AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF
P�\o lH4 �F ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
EXP. DATE: 3/31 /28"' zt_ � �° <�, DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED
GE 396 m DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR
JOB #: 19 -12326 (Y- Exp. 3/31/,'r �o OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS,
OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
COMPANY: GEOTECHNICAL EXPLORATION. INC. rGrecHtA\ �� CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
ADDRESS: 7420 TRADE STREET 4 OF GA\,_\F INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
SAN DIEGO CA 92121 PROPERTY OR PUBLIC EASEMENTS.
PHONE: 858 -549 -7222 44
SIGNATURE: DATE:
STATEMENT OF ENGI NEER OF WORK JENNIFER BENEDICT
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL EARTHWORK
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 STEEPEST EXISTING NATURAL SLOPE ON-SITE = 3 H: 1 V
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE MAXIMUM VERTICAL DEPTH OF CUT = 2 -FEET
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY MAXIMUM VERTICAL DEPTH OF FILL = 4 -FEET
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 CUT = 20 C.Y. FILL = 690 C. Y.
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT REMEDIAL = 200 C. Y.
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 TS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR IMPERVIOUS AREA
BODILY INJURY ARISING SOLELY FRO THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 8,035 SQFT
ENGINEER AND HIS /HE AGENTS OR MPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH IMPERVIOUS AREA AFTER CONSTRUCTION: 8,325 SQFT
AGENCY AND EMPLOY NT D AR G OUT OF THE WORK PERFORMED BY THE ENGINEER. INCREASE IN IMPERVIOUS AREA: 290 SQFT
X14® ® IMPERVIOUS AREA REPLACED: 0 SQFT
SIGNATURE: DATE:
DOUGLAS E. LOGAN
COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC ° gROFESS/oNgl
ADDRESS: 310 VIA VERA CRUZ #205 �e�' G� E. 40 Fy
PHONE NUMBER: 760- 510 -3152
RCE EXPIRES: 12Z31/2021 a C 39726 rn
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OF cA�
RECORD FROM: CITY OF ENCINITAS CONTROL POINT 1008
ELEVATION: 220.43' DATUM: NAVD88
S-- BUILT APPROVALS
INT. DATE
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` 4 PUBLIC WORKS NA - --
DOUGLAS E. LCrGAN DATE PLANNING NA ---
StevelNa-wak 9/15/20 REVIEWER JQO 9/15
SENIOR ENGINEER DATE INSPECTOR 9 15
PAMMI
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SP
DOUGLAS E. LOGAN
4 -1 -20" l
DATE I SIGN
UNDER SUPERVISION OF
DATE: 3® 1.1to
R.C.E. NO. 39726
EXP. 12 -31 -21
l� •
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
(2018 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
EDITION).
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS- 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 ..... 'h
EXIST. CONTOURS. . . .............................. • ............. ----°-- 220........,... ----
EXIST. FENCE. ... . ................... . .................. . .......... X
EXIST.
CONCRETE ........................
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. ...............
DATE
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PROP.
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PROP. 3' WIDE ROCK
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MINUS ROCK
CONTACT: JENNIFER BENEDICT & MIKE TOLDA
590 RANCHO SANTA FE ROAD
ENCINITAS, CA 92024
760- 212 -0868 (JENNIFER) (C)
619 -302 -4445 (MIKE) (C)
jlesliebenedict@gmail,com
matolda@me.com
OWNER: JENNIFER BENEDICT
590 RANCHO SANTA FE ROAD
ENCINITAS, CA 92024
SITE LOCATION:
APN: 265- 390 -13
590 RANCHO SANTA FE ROAD
ENCINITAS, CA 92024
ENCINITAS BLVD
SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 GRADING PLAN
SHEET 3 EROSION CONTROL PLAN & NOTES
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INITA$, BLVD
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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
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PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
3/31/2020
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DATE
SIGN
ENGINEERING DIVISION APPROVALS
RECOMM N APPROVED:
STEV AK EDWARD J. WIMMER
-Ir7 4 -10 -20
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R.0 . DATE
DATE NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGN
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
GRADING & DRAINAGE PLAN FOR:
JENNIFER BENEDICT & MIKE TOLDA
590 RANCHO SANTA FE RD, OLIVENHAIN CA 92024
CASE NO. N/A APN: 265- 390 -13
4 -10 -20
DATE
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_ NEW OR RESURFACED POOL DECK,
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221 BW - -240 -. 207.2 TF ®219.0
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206.2 TF
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S E N 0 E L `, *SEE NOTE BELOW
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CHANGE NO.
* O.M.W.D. WATER METER NOTES
• PROVIDE CLEARANCE FROM NORTHERN MOST
WATER METER TO NEW WALL FOOTING TO
SATISFACTION OF O.M.W.D.
• O.M.W.D. TO BE PRESENT AT PRE - CONSTRUCTION
MEETING.
• ENCASEMENT OF ANY O.M.W.D. FACILITY IS NOT
ALLOWED
• SIRN 91/15/20 DESCRIPTION: 2.5° BRASS DISC STAMPED CLSB -006 mompe7l NT. DATE ;'P S PREP ED UNDER SUPERVISION OF I� RE,
LOCATION: SOUTH CURB OF CALLE ACERVO AT THE WEST END OF THE C WORKS DATE:
WEST CUB RETURN OF THE T DWY OF ELEM NTAR DOUGLAS E. LOGAN
SCHOOL 0.1 Mi. NORTHEAST F R.S.F. RD. ING t R.C.E. N0. 39726 STt
RECORD FROM: CITY OF ENCINITAS CONTROL POINT 1008 REVIE %ft ENGINEER _
ELEVATION: 220.43' DATUM: NAVD88 S INEER DATE INSPECTOR DOUGLAS E. LOGAN EXP, 12 -31 -21 DA
1�
PLAN ?max E GROUND
k ,.
( )
TF PER
PLAN
TO DAYLITE MIN._„
CROSS SECTION H
NOT -TO -SCALE
6" AREA DRAINS &
4 PVC /ABS DRAIN
PIPE
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N ��O Gip$ E.
w
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10 5 0 10 20 co m
a C 39726 a
sY' tr
SCALE IN FEET s� Civic �P
SCALE: 1" = 10' q OF Cql \F�ta
ND
CROSS _SECTION
NOT -TO -SCALE r�aJ
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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
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
IME APPROVED: GRADING & DRAINAGE PLAN FOR:
JENNIFER BENEDICT & MIKE TOLDA
OWAK EDWARD J. WIMMER 590 RANCHO SANTA FE RD, OLIVENHAIN CA 92024
DATE 4 -10 -20 CASE NO. N/A APN: 265 - 390 -13
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ON -SITE SOILS MAY BE USED
AS BACKFILL. IF
APPROVED BY
SOILS ENGINEER.
WEEP HOLES PER SDRSD "C-8"---,
CONSTRUCTION SPECIFICATIONS:
& /OR PDS 083 /PDS 084
SEE NOTE 2 FOR
~,
DRAINAGE BEHIND WALL
1. PROVIDE GRANULAR, NON- EXPANSIVE BACKFILL SOIL IN
1:1 GRADIENT WEDGE BEHIND WALL. COMPACT BACKFILL
TO MINIMUM 90% OF LABORATORY STANDARD.
"
2. PROVIDE BACK DRAINAGE FOR WALL, (J -DRAIN 200/220
& J -DRAIN SWD OR EQUIVALENT) TO PREVENT
F0.0.TlN.G;::;::;::
..
:;;:;
......
BUILD -UP OF HYDROSTATIC PRESSURES. USE DRAINAGE
OPENINGS ALONG BASE OF WALL, PER "C -8" & /OR PDS
*^
083 /PDS 084.
COMPETENT,
APPROVED
3. WATERPROOF BACK OF WALL PER SOIL ENGINEER & /OR
INDUSTRY STANDARD.
SOILS OR BEDROCK
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGN ED RAW BY:
JL
* O.M.W.D. WATER METER NOTES
• PROVIDE CLEARANCE FROM NORTHERN MOST
WATER METER TO NEW WALL FOOTING TO
SATISFACTION OF O.M.W.D.
• O.M.W.D. TO BE PRESENT AT PRE - CONSTRUCTION
MEETING.
• ENCASEMENT OF ANY O.M.W.D. FACILITY IS NOT
ALLOWED
• SIRN 91/15/20 DESCRIPTION: 2.5° BRASS DISC STAMPED CLSB -006 mompe7l NT. DATE ;'P S PREP ED UNDER SUPERVISION OF I� RE,
LOCATION: SOUTH CURB OF CALLE ACERVO AT THE WEST END OF THE C WORKS DATE:
WEST CUB RETURN OF THE T DWY OF ELEM NTAR DOUGLAS E. LOGAN
SCHOOL 0.1 Mi. NORTHEAST F R.S.F. RD. ING t R.C.E. N0. 39726 STt
RECORD FROM: CITY OF ENCINITAS CONTROL POINT 1008 REVIE %ft ENGINEER _
ELEVATION: 220.43' DATUM: NAVD88 S INEER DATE INSPECTOR DOUGLAS E. LOGAN EXP, 12 -31 -21 DA
1�
PLAN ?max E GROUND
k ,.
( )
TF PER
PLAN
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CROSS SECTION H
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6" AREA DRAINS &
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w
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a C 39726 a
sY' tr
SCALE IN FEET s� Civic �P
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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
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
IME APPROVED: GRADING & DRAINAGE PLAN FOR:
JENNIFER BENEDICT & MIKE TOLDA
OWAK EDWARD J. WIMMER 590 RANCHO SANTA FE RD, OLIVENHAIN CA 92024
DATE 4 -10 -20 CASE NO. N/A APN: 265 - 390 -13
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GRANULAR, NON- EXPANSIVE
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INDEX LESS THAN 50)
1
7��ON-SITE SOILS MAY BE USED
AS BACKFILL, IF APPROVED BY
SOILS ENGINEER.
CONSTRUCTION SPECIFICATIONS:
SEE NOTE 2 FOR
DRAINAGE BEHIND WALL 1. PROVIDE GRANULAR, NON- EXPANSIVE BACKFILL SOIL IN 1:1 GRADIENT WEDGE BEHIND WALL. COMPACT BACKFILL
TO MINIMUM 90% OF LABORATORY STANDARD.
2. PROVIDE BACK DRAINAGE FOR WALL, (J -DRAIN 200/220 & J -DRAIN SWD OR EQUIVALENT) TO PREVENT
BUILD -UP OF HYDROSTATIC PRESSURES. USE DRAINAGE OPENINGS ALONG BASE OF WALL, PER "C -8" & /OR PDS
083 /PDS 084.
COMPETENT APPROVED
1 SER NO \VIEW
* O.M.W.D. WATER _ METER_ NOTES
• PROVIDE CLEARANCE FROM NORTHERN MOST
WATER METER TO NEW WALL FOOTING TO
SATISFACTION OF O.M.W.D.
• O.M.W.D. TO BE PRESENT AT PRE - CONSTRUCTION
MEETING.
• ENCASEMENT OF ANY O.M.W.D. FACILITY IS NOT
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SEWER C.O.
—S--
\ WATER METERS.
*SEE NOTE BELOW
10 5 0 10 20
SCALE IN FEET
3. WATERPRO BACK OF ALL PER SOIL ENGINEER & /OR INDUSTRY STANDARD.
SOILS OR BEDROCK NEW SHEET SCALE: 1" = 10'
F AILING AS REQUIRED
Y CODE, PER
ANDSCAPE PLAN.
1) '
PLANS (E) GROUND
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PLAN ( 7r I
TO DAYLITE MIN.'
CROSS SECTION A
NOT -TO -SCALE
6” AREA DRAINS &
4" PVC /ABS DRAIN
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CROSS SECTION B
NOT -TO -SCALE
IL
CROSS SECTION_ n
NOT -TO -SCALE �
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
DESIGNED Y RAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO.
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS AJL £ AJL DEL
DESCRIPTION: 2.5" BRASS DISC STAMPED CLSB -006 p INT. DATE PL S PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: AS -BUILT GRADING & DRAINAGE PLAN FOR:
Vill
AS - REPLACES SHEET 2 SRN 9/15/20 LOCATION: SOUTH CURB OF CALLE ACERVO AT THE WEST END OF THE ' PUBLIC WORKS N�1 - -- I �(/ _
WEST CURB RETURN OF THE EAST DwY' OF ELEMENTARY DATE: JENNIFER BENEDICT & MIKE TOLDA
SCHOOL .1 MI. NORTHEAST OF R.S.F. RD. DOUGLAS E. L GAN DATE PLANNING NA - -- 39726 STEVE NOWAK EDWARD�J,WIMM`ERER 590 RANCHO SANTA FE RD OLIVENHAIN CA 92024 14566--6
RECORD FROM: CITY OF ENCINITAS CONTROL POINT 1008 St -eve, Novak, 9/15/20 REVIEWER QO 9/15 ENGINEER R.C.E. N0. 9115120 CASE NO. N/A APN: 265- - 390---13
ELEVATION: 220.43 DATUM: NAVD88 SENIOR ENGINEER DATE I INSPECTOR ITK 19/15 DOUGLAS E. LOGAN EXP. 12 -31 -21 DATE DATE SHEET 2A OF 3
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WORK TO BE
DONE
O
MASONRY RETAINING WALL
PER COUNTY OF S.D.
PDS 083 AND PDS 084.
2O
MASONRY RETAINING WALL
PER S.D.R.S.D. "C -4 ".
Q
MASONRY RETAINING WALL
PER COUNTY OF S.D.
PDS 084.
O
NEW OR RESURFACED POOL
DECK.
Q
NEW LANDSCAPE WALL.
O
NEW DECK, NOT -A -PART
OF THIS PLAN.
U7
6" AREA DRAINS.
4" PVC /ABS DRAIN PIPE ® 1.0% MIN,
O
OUTLET 4" DRAIN PIPE ®
BOTTOM OF WALL ONTO
ROCK LINED SWALE
EXTEND
DECK
AND /OR
PLANTER
(E) POOL DECK
® 219.0
MRIIINM
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?06.0 BW)
6, 4
a r
210.52 TW4
210.52 W(210.0 TW) '� 2
' „(207.0 BW)
9 4
�:s WIDE ROCK
�. LINED SWALE W/i g
SEWER C.O.
—S--
\ WATER METERS.
*SEE NOTE BELOW
10 5 0 10 20
SCALE IN FEET
3. WATERPRO BACK OF ALL PER SOIL ENGINEER & /OR INDUSTRY STANDARD.
SOILS OR BEDROCK NEW SHEET SCALE: 1" = 10'
F AILING AS REQUIRED
Y CODE, PER
ANDSCAPE PLAN.
1) '
PLANS (E) GROUND
TF PER
PLAN ( 7r I
TO DAYLITE MIN.'
CROSS SECTION A
NOT -TO -SCALE
6” AREA DRAINS &
4" PVC /ABS DRAIN
PIPE
CROSS SECTION B
NOT -TO -SCALE
IL
CROSS SECTION_ n
NOT -TO -SCALE �
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
DESIGNED Y RAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO.
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS AJL £ AJL DEL
DESCRIPTION: 2.5" BRASS DISC STAMPED CLSB -006 p INT. DATE PL S PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: AS -BUILT GRADING & DRAINAGE PLAN FOR:
Vill
AS - REPLACES SHEET 2 SRN 9/15/20 LOCATION: SOUTH CURB OF CALLE ACERVO AT THE WEST END OF THE ' PUBLIC WORKS N�1 - -- I �(/ _
WEST CURB RETURN OF THE EAST DwY' OF ELEMENTARY DATE: JENNIFER BENEDICT & MIKE TOLDA
SCHOOL .1 MI. NORTHEAST OF R.S.F. RD. DOUGLAS E. L GAN DATE PLANNING NA - -- 39726 STEVE NOWAK EDWARD�J,WIMM`ERER 590 RANCHO SANTA FE RD OLIVENHAIN CA 92024 14566--6
RECORD FROM: CITY OF ENCINITAS CONTROL POINT 1008 St -eve, Novak, 9/15/20 REVIEWER QO 9/15 ENGINEER R.C.E. N0. 9115120 CASE NO. N/A APN: 265- - 390---13
ELEVATION: 220.43 DATUM: NAVD88 SENIOR ENGINEER DATE I INSPECTOR ITK 19/15 DOUGLAS E. LOGAN EXP. 12 -31 -21 DATE DATE SHEET 2A OF 3
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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 CO NTAIN WA SHOU T WAST ES O N SITE. IT IS I LLEG A L TO WASH CONC RET E SLURRY, URRY 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.
CHANGE NO.
3 BAGS HIGH (MAX.)
2 BAGS HIGH (MIN.)
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
GRAVEL BAG CHECK DAM
NOT TO SCALE
DESCRIPTION
APPROVED
DATE
BENCHMARK
- AS -BUILT APPROVALS
L
2N
9 15 20
DESCRIPTION: 2.5" BRASS DISC STAMPED CLSB -006
LOCATION: SOUTH CURB OF CALLE ACERVO AT THE WET ND OF THE
WEST CURB RErLIRN OF THE EAST DWY OF ELEMENTARY
SCHOOL. 0.1 Mi. NORTHEAST OF R.S.F. RD.
RECORD FROM: CITY OF ENCINITAS CONTROL POINT 1008
ELEVATION: 220.43' DATUM: NAVD88
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[� vy
OUGLAS E. " LOGAN DATE
Steve/ Novak 9/15/20
SENIOR ENGINEER DATE
INT.
DATE
NOTE:
INSTALL FIBER ROLL
y
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PUBLIC WORKS
NA
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PLANNING
NA
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y
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9/15
i_NSPECTOR
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9/15
y
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NOTE:
INSTALL FIBER ROLL
y
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y
ALONG A LEVEL CONTOUR.
y
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y
y
' y
Fiber rolls
y
VERTICAL SPACING
y
MEASURED ALONG THE
y
y
FACE OF THE SLOPE
VARIES BETWEEN
INSTALL A FIBER ROLL NEAR
2.4 M AND 6.0 M
I
SLOPE WHERE IT TRANSITIONS
„
INTO A STEEPER SLOPE
TYPICAL FIBER ROLL INSTALLATION
NO SCALE
SC -5
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ENGINEER
DOUGLAS E. LOGAN
DATE:
R.C.E. N0. 39726
EXP. 12 -31 -21
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20 10 0 20 40
SCALE IN FEET
SCALE: 1 " = 20'
ENGINEERING DIVISION APPROVALS
RECOMME APPROVED:
STE NOWAK EDWARD J. WIMMER
• �� a� 4 -10 -20
DATE DATE
tER�NO'VIEI
LEGEND
PROPERTY BOUNDARY
FIBER ROLLS
GRAVEL BAGS
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C 39726
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FR
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
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
EROSION CONTROL PLAN FOR:
JENNIFER BENEDICT & MIKE TOLDA
590 RANCHO SANTA FE RD, OLIVENHAIN CA 92024
CASE NO. N/A APN: 265 - 390 -13
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