2020-13580 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL WORK TO BE DONE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSEF BAUER THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR AT 858-336-7787 24 HOURS A DAY. SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR STANDARD DRAWINGS:
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICA COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED STANDARD SPECIFICATIONS
DRAINAGE NOTE BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 1. "GRIT NBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. (2018 EDITION).
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE 3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
APPROVED DRAINAGE FACILITY. EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN ENGINEERING INSPECTOR. CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE EDITION).
DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
UTILITY NOTE DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS-DECEMBER 2015.
(TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY STANDARD DRAWINGS
A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS- DECEMBER 2015.
GENERAL NOTES SURROUNDING THE AREA OF THE DISCOVERY s0 THAT THE AREA WOULD BE PROTECTED (AS WHICH MAY ARISE.
DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND 6. THE CONTRACTOR SHALL 8E RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT 2• STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW, AS FURTHER DEFINED BY
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE DESCRIPTION STD DWG SYMBOL
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. INCORPORATED HEREON. EXIST. LOT BOUNDARY ............. .
2. THE SOILS REPORT TITLED - ANDS-LIDE _ILLVESTIGATION AND REPAIR RECOMMENDATION5 PREPARED BY IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT AV SITU('1N PLACE'), OR 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
VINJE & MIDDLETON ENGINEERING, INC. DATED 06-07-2020 PROJECT# 20-152-E SHALL BE CONSIDERED IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE CONCLU&ON OF EACH WORK DAY.
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN EXIST. CONTOURS. ....... --"-----280,- ----
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. MONITOR. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND EXIST. FENCE. .................................................
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. OTHER DEBRIS SHALL. BE REMOVED AFTER EACH RAINFALL,
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION EXIST. CONCRETE ................................................. � is �,4 :4 d
--=---
S. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT / EXIST. RETAINING WALL .........................
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED $MP■ IMP NOTES
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
• SEE SHEET 4
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED PROP. CONTOUR ................ ....... .... .................... 280
OR DESTROYED SHALL BE RE-ESTABLISHED? AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A EXISTING
LICENSED LAND SURVEYOR. NOTIFICATIONS HOUSE AREA OF WORK FOR
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE SLOPE REPAIR
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE --HALF (1/2) MILE OF A STRUCTURE FOR HUMAN IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD A. SEWERS - CSD/ESD - (760)-633-2770 LWD 760-753-0156
ONSETE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 8• GAS & ELECTRIC - SDGE - (760)-438-6200 EXISTING 5
GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH C. WATER - S.D.W.D. - 1-800-227-2600 HOUSE
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 0. TELEPHONE - SBC BELL - (760)-489---3411
E. CABLE TV -- COX COMMUNICATIONS - (760)-806-9809 X-2233 I N
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN KEY MAP 50 25 0 50 100
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND ON THIS PROJECT. PHONE: (760)-633-2770. SCALE: 1" r 50'
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. LEGAL DESCRIPTION: SCALE IN FEET (D 4
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- LOT 58 OF POINSETTIA HEIGHTS UNIT NO. 4, IN THE SCALE' 1 = 50
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR ��TO FINAL GRADING 633-2770, ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE 6
APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE AND REMOVAL. OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. O
PROVIDED STATING: "THE GRADING UNDER PERMIT LOEV-013580-2020 HAS BEEN PERFORMED IN 4558, FILED IN THE OFFICE OF SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SOILS ENGINEER'S CERTIFICATE RECORDER OF SAN DIEGO COUNTY0 COUNTY
JU E 9 1960. OWNER & PERMITTEE: �
AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CONTACT: JOSEF BAUER
, SITE
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. I, RALPH MALCOLM VINJE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY OWNERS CERTIFICATE 1003 EMMA DRIVE
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING CARDIFF, CA 92007
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 858-342-5053 (0)
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS MY DIRECTION ON QO-Q7-9n AND FOR AN UPDATE ON N, 8 __. . ONE COMPLETE COPY OF THE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 858-336-7787 (C)
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND THE SITE. crazzyjoeCcol.com 1 BIRMINGHAM DRIVE
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND OWNER: JOSEF BAUER VILLA CARDIFF DRIVE
THEIR INTENDED USE. %' CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, 1003 EMMA DRIVE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE SIGNED:
AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF CARDIFF, CA 92007 � FREDA LN N
�"`' ACTIONS LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID " DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED OWNER;HAROLD REESER �4 EMMA DR. VICINITY MAP
�❑fE55�p�
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL GE NO.: 863 ti
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR 1001 GENIE LANE ��``� ���fiy OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, CARDIFF, CA 92007 � FARINA DR T.B. PG_ 1157-I=3
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. EXP. DATE: 12 31 21 _; OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
1�1. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 4^ No. 863 m CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR PLAYA RIVIERA DR
JOB #: 20-152--E � Exp. 12/��/7� � INDIRECTLY TO THE PERMIT DR APPROVED PLAINS WITHIN THE PRIVATE SITE LOCATION
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE y
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO COMPANY. VINJE & MIDDL TO NEE I ,s� °, C14,oG PROPERTY OR PUBLIC EASEMENTS.
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL ADDRESS: 24,�O _ALTO PARK WAY 'rF of cn�\4°�� APN; 25�_51 �_��
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN ESCONDIDO CA 92029 SIGNATURE: DATE: 05/2712021 +
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PHONE: 760-743-1214 JOSEF BAUER 1003 EMMA DRIVE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. CARDIFF, CA 92007
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15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE STATEMENT OF ENGINEER OF WORK SIGNATURE: �,�,p DATE: 05/27/2Q21 APN: 260--563-10
�`�''� R.R��A'� �
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL HAROLD G. REESER 1001 GENIE LANE
PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND , CARDIFF, CA 92007 FANCHO �������ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION ❑R COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE EARTHWORK
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ENGINEERING
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OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE STEEPEST EXISTING NATURAL SLOPE ON --SITE = 9 5_ H: 0.5 V lei 11 �I R 1 �I SURVEYING.
ORDINANCE. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY MAXIMUM VERTICAL DEPTH OF CUT = 3-FEET
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC MAXIMUM VERTICAL DEPTH OF FILL = 6-FEET SINGLE SOURCE DEVELOPMENT CONSULTANT
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF 310 VIA VERA CRUZ, #205
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT CUT = 20 C.Y. FILL = 80 C.Y. SHEET INDEX SAN MARCOS, CA. 92078
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF (760) 510-3152 Ph / (760) 510-3153 Fox
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE REMEDIAL =200 C.Y.
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. BODILY INJURY
ENCINITAS AND
SOLELY OFFICERS,
THE NTS, AND NEGLIGENTE ACTS, ES ERRORS, OR PROPERTY
OMISSIONSDAMAGE
THE IMPERVIOUS AREA SHEET 1 COVER SHEET
SHEET 2 GRADING PLAN BMP PROJECT STATUS
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST ENGINEER AND HIS/HER AGEAITS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2700Q SOFT
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR AGENCY AND EMPLOYMENT D ,
A ING OUT OF THE WORK PERFORMED BY THE ENGINEER. SHEET 3 SLOPE RECONSTRUCTION DETAILS
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE IMPERVIOUS AREA AFTER CONSTRUCTION: 2,700 SOFT I
INCREASE IN IMPERVIOUS AREA; ��, SOFT SHEET 4 EROSION CONTROL PLAN &NOTES i
DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR STANDARD PROJECT
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA SIGNATURE: DATE: 05/27/2021 IMPERVIOUS AREA REPLACED: 0 SOFT SHEET 5 LANDSCAPE PLANS {
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY DOUGLAS E. LOGAN
PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST �LOFESSI
COMPANY:RANCHO COASTAL-., EERING &SURVEYING INC. { PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT ADDRESS: 310 VI E C U 205 ��' S F� C �` +
MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
PHONE NUMBER:- 760-510-3152
RCE EXPIRES: 12 31 2021 m
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED W C 39726 m
GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT TO TEMPORARILY HALT GROUND- John U rol: 8-9-2021 06/07121 C -- �(����1 1 21
DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF s��� John Kanlund 6-15-21 _ �Q��
CIVIL I
SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES -
1 q OF CA0 SIGN DATE SIGN DATE SIGN DATE: SIGN DATE SIGN DATE
CHAN E NO. DESCRIPTION APPROVED DATE BENCHMARK 4-017 APPROVALS DESIIGLED BY: DRAIWN BY: CHECKED BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT[LDEV-013580-2020
DWG. NO.
JFK 3/31/22 DESCRIPTION: BRASS DISC SET IN TOP OF CUR ;' J P N5 PR ARED UNDER SUPERVISION OF RECOM D : APPROVED: GRADING & DRAINAGE PLAN FOR:
LOCATION: NORTHWEST QUADRANT OF BI I DR. & LAKE DR,
IN THE MIDDLE F THERETURN IN THE CITY OF ENCINITAS GLAS E. L6 DATE DATE: 05 27 2021 BAUER REESER SLOPE REPAIR
/
R.C.E. N0. 3972fi w K JI 1 T. BANKSTON 1003 EMMA DRIVE/1001 GENIE LN, CARDIFF, CA 92007
RECORD FROM: POINT ID 1039 DESIGNATED AS ENC-39 James Knowlton 3/31/22 ENGINEER 6-22-21 6/22/2021
ELEVATION: 323,98' DATUM:NAU5$ SENIOR ENGINEER DATE DOUGLAS E. LOGAN EXP. 12-31-21 DATE DATE APN: 2C0-512-07 / 260-563-10 ET 1 OF 5
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f f f I 1 KEYWAY SUBDRAIN OUTLET PIPING SHALL BE
f 5�
JI I f 1 J TIGHT -LINED BELOW GRADE AND CONNECTED01
1r +I f TO EXISTING 3-INCH DRAINAGE PIPE SYSTEM 285 285
f I , LOCATED IN REAR YARD AREA OF 1001 GENIE --- -
I I I } �, LANE. CONCRETE SLABS ON GRADE SHALL BE 283.0 (E) RESIDENCE
H AROLD REESER J I { f f f REMOVED AND REPLACED IN KIND AS;701
�-
RESIDENCE NECESSARY TO TIGHTLINE SLOPE REPAIR
l Il
SUBDRAIN SYSTEMS TO EXISTING 3-INCH -' RE -BUILD SLOPE 0 1.5:1 TM - - -- f
1 f f J I DRAINAGE PIPE SYSTEM. CONTRACTOR SHALL 280 TO EXISTING CONDITION 280
EXISTING HOUSE r 1 ! I I f I f I I PROTECT EXISTING IMPROVEMENTS AND SHALL PRIOR TO FAILURE f -- f----- - - - 1001 GENIE LN J � ,f � ` + � r ��; + f f � � BE RESPONSIBLE FOR DAMAGES TO BELOW -- f �
J 1 f I I I j f ) GRADE UTILITIES AND EXISTING IMPROVEMENTS
CARDIFF, CA 92007 ! f + r + I a j AT 1001 GENIE LANE CAUSED DURING-
f CONSTRUCTION. / f
275 f `� - - 275
(( f l I J r f J LANDSCAPE AND IRRIGATION CONSTRUCTION
COSTS WILL BE SHARED EQUALLY BETWEEN % f J(E) GROUND DUE i
f f f f f f i THE PROPERTY OWNERS OF 1001 GENIE LANE _ — _ r TO SLOPE FAILURE
I J J J + I AND 1003 EMMA DRIVE. -� r
1y r J I I 1 I 3 AS PART OF THE SLOPE REPAIR PROJECT, 27�0 � 270
- -
f CONTRACTOR SHALL REPLACE 40 LINEAL FEET - t
OF LOW HEIGHT LANDSCAPE RETAINING - ----— - - - --- -� - - - —
! WALL ALONG TOE OF SLOPE. NEW LOW HEIGHT
LANDSCAPE RETAINING WALL WILL MATCH TO
/ 1 ! j THE EXTENT POSSIBLE EXISTING ADJACENT
GENIE LN/��! �� f �� �l I ! RETAINING WALL. LOW HEIGHT RETAINING WALL 285 " �� 26
SHALL BE CONSTRUCTED IN 4911111111IIIIIEL l
CONFORMANCE WITH COUNTY OF SAN ❑IEGO CROSS
SECTION
a
SCALE: H&V 1" 5'
RANCHO COASTAL
I I 1 I 1 1 N ENGINEERING & SURVEYING
c �s��s 10 5 0 a 2[] SINGLE SOURCE DEVELOPMENT CONSULTANT'I` [
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1 J I r r! J f SCALE IN FEET 0
" = (760) 510-3152 Ph f (760) 510-3153 Fax
SCALE: 110'
CHAN N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DING. NO. �
- DESCRIPT#ON: BRASS DISC SET IN TOP OF CURB r r� AL I DEL
P NS PR ARED UNDER SUPERVISION OF RECO D APPROVED: GRADING & DRAINAGE PLAN FOR:
LOCATION: NORTH QUADRANT OF BIR IINGHA 1 DR. LAKE DR. r DATE: 05127/2021
IN THEI OF THE RETURN IN THE CITY OF ENCINITAS BAUER REESER SLOPE REPAIR LDEV--013580-�a�0
DOUGLAS LOGAN DATE �
James Knolwton 3/31/22 R.C.E. N0. 39726 W K JI T. BANKSTON 1003 EMMA DRIVE/1001 GENIE LN, CARDIFE, CA 92D07
RECORD FROM: PQI I 1039 DESIGNATED AS ENC-39 ENGINEER 8_22_21 612212021 #
ELEVATION: 321,$8' DATUM: NAVD88 SENIOR ENGINEER DATE DOUGLAS E. LOGAN EXP. 12-31-21 DATE DATE APN: 250-512-07 / 250-563-10 SHEET 2 OF 5
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TENSAR UX-1400 (OR EQUIVALENT)
AT 2' VERTICAL INTERVALS
REMOVE ALL LANDSLIDE DEBRIS
AND LOOSE 501E AS DIRECTED OU�AP c�01L gA.
[0? SUBDRAIN
1:1, BACKCUT
22
10'
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�_ J
FILL (af)
DRAIN*
BENCH AS NECESSARY INTO
UNAFFECTED. SANDSTONE -
VERY OLD PARALIC DEPOSIT (Qvop)
(Sandstone)
TYPICAL SLOPE RECONSTRUCTION DETAILS
NOT TO SCALE
*ACTUAL SUBDRAIN LOCATIONS TO BE DETERMINED IN THE FIELD
FINISH SLOPE NOT
STEEPER THAN 1.5:1
DyTLET PIPES 4" 0 NON -PERFORATED
PIPE, 100' MAX. O.C. HORIZONTALLY,
30' MAX. O.C. VERTICALLY
(SEE BACK DRAIN DETAIL)
BENCH INTERVAL AT
EVERY 30' MAX.
___!KEY DEPTH VARIES,
TYPICALLY 2' MIN.
(SEE REPORT)
2% MIN. FALL
COMPACTED FILL
2% MIN. FALL
2% MIN. FALL
KEY WIDTH VARIES,
TYPICALLY 15' MIN.
(SEE REPORT)
4L STA
NOT TO SCALE
10' MIN.
(SEE REPORT)
ACKCUT
1:1 OR FLATTER
SUBDRAIN TRENCH
(SEE BACK DRAIN DETAIL)
LOWEST SUBDRAIN SHOULD BE
SITUATED AS LOW AS POSSIBLE TO
ALLOW SUITABLE OUTLET.
(SEE BACK DRAIN DETAIL)
RANCH AND KEY INTO COMPETENT
MATERIALS AS APPROVED BY THE
GEOTECHNICAL CONSULTANT.
6" MIN.
OVERLAP.
3/4"-1-1/2"-
CLEAN GRAVEL*
(31FT3 /FT. MIN.)
4" 0
NON -PERFORATED
PIPE
FILTER FABRIC -
ENVELOPE (MIRAFI
140N OR APPROVED
EQUIVALENT)*
SEE T-CONNECTION
DETAIL
6" MIN.
COVER
�-4pp D
_ PERFORATED
PIPE**
4" MIN,
BEDDING
10' MIN.
EACH SIDE
PERFORATED
PIPE
NON -PERFORATED
OUTLET PIPE
NOT TO SCALE
AP
*IF CALTRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE
OF 3/4--INCH TO 1i-INCH GRAVEL, THE FABRIC FILTER MAY BE
DELETED.
**SUBDRAIN TYPE: SUBDRAIN TYPE SHOULD BE ACRYLONITRILE
BUTADIENCE CHLORIDE (A.B.S.), POLYVINYL CHLORIDE (PVC), OR
EQUIVALENT. CLASS 125 OR SDR 32.5 SHOULD BE USED FOR
MAXIMUM FILL DEPTHS OF 35 FEET. CLASS 200 OR SDR 21
SHOULD BE USED FOR MAXIMUM FILL DEPTHS OF 100 FEET.
SPECIFICATIONS FOR CALTRANS
CLASS 2 PERMEABLE MATERIAL
(68-1.025)
SIEVE SIZE
--%-PASSIN-Q
1", ". ..............100
3/4...................
90-100
3/8"..................
40---100
NO. 4...............
- . 25--40
NO. 8..........
_ ....18-33
N0. 30.........
.... ...5-15
NO. 50..........
...... 0-7
NO. 200...............0-3
SAND EQUIVALENT > 75
NOTES: FOR BUTTRESS
/ STABILITY FILL DIMENSIONS, SEE GEOTECHNICAL
REPORT/PLANS. ACTUAL DIMENSIONS
MAY BE CHANGED BY THE GEOTECHNICAL CONSULTANT BASED IN
FIELD CONDITIONS.
ALL BACKCUTS
WILL REQUIRE FILED INSPECTION AT THE TIME OF
GRADING BY THE PROJECT
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GEOTECHNICAL
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SAN MARCOS, CA. 92078
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(760) 510-3152 Per / (760) 510-3153 Fax
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CHAN E NO,
DESCRIPTION
APPROVED
DATE
BENCHMARK
-BUILT APPROVALS
DESIGNED BY:
DRAWN BY: CHECKED BY:
ENGINEERING
DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTLLDEV
ING. Na, t
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DESCRIPTION: BRASS DISCS iN TOP OF CURB
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f�ECOM D
AppRQVEp;
SLOPE RECONSTRUCTION DETAILS FOR:
I
l
LOCATION: NORTHWEST QUADRANT OF BIRI�IiNGHAM DR. LAKER.
IN THE MIDDLE0 R N IN TH CITY F CiNITAS
DATE; 0527 2021
BASER /REESER SLOPE
+
REPAIR`
01358a--2D2a
DDUGLAS E. L AN DATE
R.C.E. N0. 39726
1003 EMMA DRIVE 1001 GENIE LN,
CARDIFF, CA 92007
`
NOWAK
JI, T. BANKSTON
RECORD FROM: POINT ID 1039 DESIGNATED AS ENC-39
James Knowlton 3/31/22
ENGINEER
12-31� 21
6-22-21
6122/2021
APN: 260-512-07
/
260-563-1 D
l
ELEVATION: 323.95' DATUM: NAVD88_, ,
SENIOR ENGINEER DATE
DOUGLAS E. LOGAN EXP.
DATE
DATE
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STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
• A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH
AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE.
EROSION CONTROL
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
■ DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST—GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
■ PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
■ NO SEEPAGE FROM ANY ❑UMPSTER 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.
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 D❑ NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED TO
CURRENT STANDARDS AT THE OWNER'S EXPENSE.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
_ M_
� I —
r;..l -
2. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
IN (10 CM)
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC,��
WIRE
SILT FENCE DETAIL
NOT TO SCALE
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VERT?CAL SPACING
MEASURED ALONG 7NE
FACE OF THE SLOPE
VARIES RE7IYEEN
2.4MAND 6.OM
20 10 0 20 40
SCALE IN FEET
SCALE: 1" = 20'
N07E,,
INSTALL FIBER ROLL
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INSTALL A FIBER ROLL NEAR
SLOPE IWD?E IT TRAN97IONS
INTO A STEEPER SLOPE
TYPICAL FIBER ROLL INSTALLATION
NO SCALE
SILT
HYDROSEED OR
LANDSCAPE IMMEDIATELY
1.4 AFTER CONSTRUCTION
-285�
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LEGE
PROPERTY BOUNDARY
FIBER ROLL
SILT FENCE
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C 39726 A
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FR
RANCHO COASTAL
ENGINEERING &, SURVEYING
SINGLE SUURCE DEVELOPMENT CONSUIXANT
310 VIA VERA CRUZ, #205
SARI MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fox
CHAN E NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
, . S--BUILT APPROVALS
DESIGNED BY: DRAMBY:
BY:
CHECKAJL
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
DWG. N0.
ED
PL 1
DESCRIPTION: BRASS DISC SET IN TOP OF CURB
LOCATION: NORTHWEST QUADRANT OF BIRMINGHAM DR.
IN THE I L.E OF THE RETURN I THE CITY OF EN INIT
RECORD FROM: POINT ID 1039 DESIGNATED AS ENC-39
ELEVATION: DATUM: R&Q88
r V Z
1
D UGLAS E. LOGAN DATE
James Knowlton 3/31/22
SENIOR ENGINEER DATE
P NS PR ARED UNDER SUPERVISION OF
DATE: 05/27 2021/_'l�
R.C.E. N0._. 39726--
ENGINEER
DOUGLAS E. LOGAN EXP. 12-31-21
RECOM 0 : APPROVED.
K JI T. BANKSTON
6-22_21 6/22/2021
DATE DATE
EROSION CONTROL PLAN FOR:
BAUER/REESER SLOPE REPAIR
1003 EMMA DRIVE/1001 GENIE LN, CARDIFF, CA 92007
APN: 260-512-07 / 260--563-10
LDEV�--013580-2020
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