2015-12428 G (Plans)_l
OF WAY NO
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 N0110E 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 'PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL
LOT SPLIT 438 OCEAN VIEW TERRACE ENCINITAS, CALIFORNIA" PREPARED BY CONSTRUCTION
TESTING do ENGINEERING, INC. DATED 06-4-06, AND CIE JOB NO. 10-8048G SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SIIALL BE DOME 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 WRING 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 PERMITTED. 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 MALL 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 COMPL.E71ON 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
NO. 12428-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
REQUIRE) 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 DOSED 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
C PACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS
EROSION CONTROL �. rI
T�Alyeafs"ore (61q)8zy-3GoZ. GRADING PLANS FOR:
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT N*- AT -( , 24
HOURS A DAY.
T EQUIPMENT AND WORKERS FOR AR(L 15 WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING OCEAN VIEW TERRACE
THE RAINY SEASON (OCTOBER 1 TO APRII 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 SMALL 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
STORMWATER POLLHON CONTROL POST CONSTRUCTION BMP�IMP
NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES
INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION
AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE
MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO
TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE.
ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE
TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO
AN ADEQUATE IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT
A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE
THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER
BEST MANAGEMENT PRACTICE' REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT
ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY
FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED
WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF
CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED
INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
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. S - MO - (760)-633-2770
B. GAS & ELECTRIC - SDGE - (760)-438-6200
C. WATER - SAN DIEGUITO WATER DISTRICT-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
PLACE, SPREAD, WATER AND OM
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
IMPERVIOUS
AREA
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
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4,300 SQFT(at
NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
IMPERVIOUS AREA AFTER CONSTRUCTION: 13,277 SOFT
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
INCREASE IN IMPERVIOUS AREA: 8,977 SQFTREMOVED
AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE
IMPERVIOUS AREA REPLACED: 4,300 OFT16.
ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,DRIVEWAY
AREA 226i SIFTPILED
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
E DATA
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
STEEPEST EXISTING NATURAL SLOPE ON -SITE ZO H : 1.0 V
17. TIE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN
MAXIMUM VERTICAL DEPTH OF CUT = _ 9.4
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY
MAXIMUM VERTICAL DEPTH OF FILL = 28 ,
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO
CUT = 3,762 C.Y. FILL = 2M C.Y.
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
EXPORT = 1526 C.Y.
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
REMEDIAL = 1450 C.Y.
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE,
REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROV® IMPROVEMENTS ARE IN CONFLICT
OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL
TREE REMOVAL
CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF
SHEET INDEX
SHEET NO. 1:
SHEET NO. 2:
SHEET NO. 3:
SHEET NO. 4:
TITLE SHEET
GRADING PLAN
GRADING SECTIONS AND DETAILS
EROSION CONTROL PLAN
® CHANGE EOW, PCL. 2 OWNER
CHANGE NO. DESCRIPTION
C,4-4Add E OF EDLc.f
0 3/0'/
A
APPROVED
EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID.
LEGAL DESCRIPTION
CITY OF ENCINITAS,
COUNTY OF SAN DIEGO
a
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SITE
G
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c�
5
OCEAN VIEW
TERR.
ENCINITAS BLVD.
VICINITY MAP
NTS
438 OCEAN VIEW LLC
6660 WANDERMERE COURT
SAN DIEGO, CA 92120
(619) 342-6010
OWNER'S CERTIFICATE
IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE
DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAI SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE
COMPACTION D STABILITY OF TINE SITE.
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 PR0,.1`CT
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PAR NG 02
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 MET 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 EFFECTIVE 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 NTH WC-17 OR WC-18.
PARCEL 1:
OWNER:
ARKS FAMILY TRUST OF 2000
7/21/2ozo
TRUSTEE
4297 E. 3RD AVE.
NAPA, CA 94558
OWNER:
OWNER:
ARNS FAMILY TRUST OF 2000
a nint_ 90y�44 7/20/2020
ANNE E ARNS, DATE
TRUSTEE
4297 E. 3RD AVE.
NAPA, CA 94558
OWNER:
If - 1'�1 - ..V1�� 7/20/2020 (moo /7. 11_6 7/20/2020
UHM-s10PHFR R. ARNS, DATE S, DATE
JOINT TENANT JOINT TENANT
438 OCEAN VIEW TER. 438 OCEAN VIEW TER.
ENCINITAS, CA 92024 ENCINITAS, CA 92024
SIGNATURE DATE.
COLINA
438 OCEAN LLC -
6660 WAND E COURT ® 4/28/2021
SAN DIEGO, CA 92120
(619) 342-6010 LEON DE SOUZA (PARCEL 2)
TRUSTEE OF THE D7 TRUST DATED
k kJUNE 1,4, 2k018, k k k k
I, MARK HETHERINGTON A REGISTERED CIVIL/GEOTECHNICAL 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 CONSTRUCTION TESTING AND ENGINEERING INC., IN 2006
AND FOR AN UPDATE ON JANUARY 13, 2014 BY HEATHERINGTON ENGINEERING, INC. 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 GRADUNG, PLANS, AND SPECIFICATIONS.
SIGNED:
- MARK 'RETHERINGTON "
G.E. NO. 397 EXP. DATE: 03/31/16
LOG NO. 16477
HETHERINGTON ENGINEERING, INC
5365 AVENIDA ENCINAS, SUITE A
CARLSBAD, CA 92008
(760) 931-1917
ALL THAT PORTION OF LOT 6, IN BLOCK X OF SEASIDE GARDENS ANNEX, IN THE COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 1801, FILED IN THE
OFFICE OF THE COUNTY RECORDED OF SAN DIEGO COUNTY,
AUGUST 6, 1924.
SITE ADDRESS
438 OCEAN VIEW TERRACE
ENCINITAS, CA 92024
#12?IZOZI APN: 256-412-13
DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL
ClIZ(oll,6 DESCRIPTION: 2.5"BRASS DISK BM NO. 1026
LOCATION: SW CORNER DRAINAGE INLET
25 W SIDE PKG LOT S. SIDE SAXONY PLACE, HORIZONTAL: 1" = 10'
200 W. SAXONY RD.
RECORD FROM: CITY OF ENCINITAS VERTICAL:
7 ZZ ZOZO I ELEVATION: 17 .189
DATUM: NAVD88
FIELD OPERATIONS
SIGN
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PLANNING AND BUILDING
IGN DATE
0
WORK TO BE DONE
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING.
1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND
2. CITY OF ENCINITAS STANDARDS.
DESCRIPTION _ _STD. DRAWING NO. SYMBOL
SUBDIVISION BOUNDARY ........................... -
CENTER LINE ................................. -
EASEMENT LINE ................................ - - - LOT LINE ....................................
PROPOSED PAD ELEVATION .......................... PAD=126
LOT NUMBER ................................. PARCEL 1
EXISTING CONTOUR (MAJOR) .........................
EXISTING CONTOUR (MINOR) ......................... - - - -
EXISTING FENCE ............................... .
EXISTING TREE ................................ .
EXISTING RCP STORM DRAIN ....................... .
EXISTING SEWER MAIN ............................ S
EXISTING SEWER MANHOLE ..........................
EXISTING WATER MAIN ............................
yy
EXISTING FIRE HYDRANT ...........................
EXISTING GATE VALVE ............................
9.
PROPOSED CONTOUR (MAJOR) ........................
PROPOSED CONTOUR (MINOR) ........................
CUT / FILL SLOPE ............................. .
DAYLIGHT LINE
'_'� _ �` t
.................................
Ti-
l
DIRECTION OF DRAINAGE ...........................
PROPOSED DRAINAGE DITCH ............ D-75 TYPE 8......
e'er=
STRAIGHT HEADWALL .................. D-30 ........
PR. RIP -RAP ENERGY DISSLPATOR .......... D-40 ..... .
TYPE A STORM DRAIN CLEAN OUT .......... D-09 .. -
- - -O- - -
PERVIOUS PAVEMENT. ................ SHEET 2 .......
PROP. BIO SWALE .................. SHEET 2 ........
T%Y/ �
PROPOSED -RETAINING WALL/OR SOUND WALL ..C-1, C-2, C-6 .....
STATEMENT OF ENGINEER OF WO
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 REWIRED 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 AND ARISING
OUT OF THE WORK PERFORMED BY THE ENGINEER.
�I.3®l�Co SIGNA DATEAel
S d -1r
V CARON
R.C.. . 70066
EXP. DA 30/16 Q ESS/
�
CIVIL LANDWORKS CORPORATION
04, 110 COPPERWOOD WAY STE P ® M
pVESS OCEANSIDE, CA 92058 `o' No.00700
(760) 908-8745 17cP.09/30/16
16
OF C
No. 3529E ■
Exp. 813018
Dan
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No.0070066
4
• EXP.09/30/2 `
s� Ctvt\.
q�OFCAt�O
DUE TO THE DEATH OF LAWRENCE
COLE I, DAVID CARON, HEREBY
RESUME ENGINEER OF WORK
� +7:7��.1�_j1�C•71
a 1--;4
SIGN DATE
110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA
PH: 760-908-8745 •info@civiilandworks.com
BMP PROJECT STATUS
STANDARD
y
DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
SIGN DATE
SIGN DATE
UtJlUNr_U
CST:
UKAVVN UT:
L;mt:uKtU by:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS
- PUBLIC WORKS DEPARTMENT
DRAWING NO.
DVC
DVC
DVC
PLANS PREPARED UNDER SUPERVISION OF
RECOMM�ENpDED: )Q n AP VE
GRADING PLANS FOR:
DATE: fit - d - I I'
6 R.C.E. NO.: 70066
DAVID CARON EXP.: 9-30-) 6
1 j , / (/ I
MASIH MAHER GLENN PRUIM
DATE! r ! DATE '
438 OCEANVIEW TERRACE
PLANNING CASE NO: 07-008, 14-M SUBC_ DPffPM/CDP APN: 256-412-13
A r� /'+
1 2428-V
ISHEET 1 OF 4
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I
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1. 1 a I i I I I I I � CONSTRUCTION NOTES:
T V&L SU 2\6 154tl
J d 1 6 qlz %�
IIZI. ct -il.
T4 li p AC-F m C-> DISC - (D CONSTRUCT MASONRY/SOUND RET. WALL PER MRSD C-1
ULL SET 3/4! 9 1
N\
DISC *LS WIN. � \ OCONSTRUCT MASONRY/SOUNI) RET WALL PER SDRSD C-5
®Sga irk/
4-
H*..q..o I VAN L T 3 IRON -PIK WIN -6
156.
10b.UM5/LX\' I \ OLS
H! :3) CONSTRUCT IMASONRY/SOUNI) RET. WALL PER SDRSD C
'VA
_4 CONSTRCLIT AA115"' 'ARY IZVC� WALL r
54. v \
7 --7\- `7
5L 0
7
77
4L
(�) AC SURFACE - Y A.C. PAVEMENT OVER Ir CLASS N BASE
��'W�4M CU �TiA A W �%& 6 tV �R!ff T. W�f-
GE07ECHNICAL TO CONFIRM WITH R VALUE
CONSTRUCT PERVIOUS PA VEMIENT - SEE DETAIL SHEET 3.
2
CONSTRUCT RAW •ltXI2*� �'° - -- __ - "`�--�.. _ �' � " - - �.. , 158. � - 0 0 � K'� \ \ \ ` \ ` , ; ,I � 7 PCC BROOKS CATCH BASIN
CONSTRUCT STRAIGHT WEADWALL PER SDRSI) TYPE A D-30
157.22FL
CONSTRUCT RIPRAP ENERGY DISSIPATOR PER SDRSD D-40
1 701
TYPE 1, NO. 2 BACKING, L=10, W-W, T=1.1'
Ly MRAFI 1200 FL18 FABRIC
57 A 15Ll.2 Ts 157.2EG o rw N @ CONSTRUCT 81OFMION BASIN -SEE DETAIL NU .3.
7L- 0 CONSTRUCT DRAINAGE DITCH PER MRSD TYPE B D-75
Ak'
ul
D 015440FR \- A @ CONNECT 70 PROPOSED BROW DITCH
MEN
158.80PG L iFS/E)(
PATIO 14 CONSTRUCT •CONCRETE DRIVEWAY r POC - REINFORCED
PATIO I>
�1=21 CT)K PVC STORM DRAIN
156.1 @ CONSTRU
Ir 155.501E NO. 4 BARS, llr O.C.
�Apw Ines t 1
155.501E MLAVT UKULN rmul
@ CONSTRUCT 6' ATRIUM
REMOVE TREE 0
\1
PARCEL
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FF=158.50 \ , 15 551E TY NOTES: -'e" SASS® GFF= lor a a r-6 lu U11LI
........... Gffm�l
5- f 1-1 "1 1
/06.0% -In \
PAD--157.0 (j> CONSTRUCTr SEWER LATERAL PER SDRSD SS-Ol
\ N e i -- \ \ \ y .. . ........ ,
156.05FL
3
PARCELI3 - j - \ ` \ _ M 1sx a : t I 1
1' 1 i 1 i \
zr4r. 93 05
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FF=159.50
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-15&83 AD 7
..........
\ W W
10.01Y 159.50FS . 9
159. 61. )l AS --- 57.50FS'.
eu 171
3HP
PARd om
3 PAJJ0 .4 ......
FOVJ Reme" llistiftrar-1 ...... �Zl%& \ _
/ire. c� V :k.
16 '' d la
156.551E
OPEN SPACE EASEMENT
8
PER RAM MAP NM�Z _00'.
A. . .
. . . . . . . . . . .. . . . . . . . . .
\'E3
St... . � . - i, 158.00TW
VE EX TREE�, 1 \ \
EX EN7S
159 5OFS Nt Hro_
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159.5OFS
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M �4, „Y` `�, \ , \ . - \ 158.50FS
N,
d 15842FC /5'7. ffG
1000'� 0 A 37TW
3 0' A� 158.,34M ...... , N(,J
154'
11 F- -T
t
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57.86TG
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156.96E
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r 157.381E
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154.40FL Is
loC c2 No.0070066 7
2.65FS 160 163.7OFS XP.09/30/2
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1
43 LOT I 0 20
165
A
\ 'd. 163.
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og:
W GRAPHIC SCALE
SCALE.- I"= 10'
NL53.98F§&" kOTEd'1141LACE 163.03FS uwcurupr(4-i
149AX
s IR �s 164. /E5
OLSC U -8221.* DUAL TER= WILL SET 31,C RON'MK VATH
'R MH AS TARY PUBLic UTIuTy\ v DISC MARKED *LS X. Swp, MH 'f
FlLE 47 \ 153.041E
NO. 354 O.R. PROTECT mIq \7.o - - - " &_ IE-1154.76
RESURFA SE110� COE. FILE NO. 99-019.3420, ;D ACCESS FASEMENT
PER CITY OF ENCINITAS- BOOK, 1355 PAGE 110 AND
OCE N MEW TER ACE W STANDARD DETAIL UTILITY. FIE: B-OVI&48LAND, BOOK 1353 PAGE 331.
W W W -WAM LINE; Im 79�_�T.
-7 1%ru"m
/fU NO. 9&-M2361
V .09/3( 1
4 TURN AROUND
4
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A
civi It-
QFC
_'*�
01 CAUTIONI! 163.22UZLX 1- 7-•-
cp
J OBIAINM FROM AVA01 W_COIW *ICH IN MOST CASES ARE SCHEMATIC PLAN& THESE .69 I)MVA7E ROAD AND UTILITY EA r
DMING UNDIERGGROUND UMM AND FACILMES SHOWN ON THESE PLANS HAVE BEEN PER DOC. NO* 1'�=
PLANS MAY NOT REFLECT ALL WNG UNM D= LDWION AND DEPTH OF EXISTING 56-412-72 an
unLITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING 10?e 6 2 19 7- "Op 110 PERWOOD WAY, SUITE P, OCEANSIDE, CA 92058
UMM PRIOR TO START OF WOAND NOTIFY ENGINEER OF WORK OF ANY DISCREEPPANCIEES. A-POVOCO e'A.#'Cof^;6d
A CHANGE EOW j4W3 e-016441-0610 06cc. ir 5 .760-908-8745 e info@civillandworks.com
4 Sjes,.loe6jp, CA Elllaldl
DESIGNED BY: DRAWN BY: CHECKED BY: DES
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE -Sal?. 711" mc I uvc_ I Dvc ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
fwazoi 0,c invict 01, pueo - AoLN lql?-fidb DESCRIPTION: 2.6' BRASS DISK BM NO. 1026 PLANS P PARED UNDER SUPERVISION OF RECOMMENDED: APPRPVEDp GRADING PLANS FOR:
44 LOCATION: SW CORNER DRAINAGE INLET _�Q(
&_lg" 5 . PAWnAFQ W SIDE PKG LOT S. SIDE SAXONY PLACE, HORIZONTAL: V 19 DATE: 311,91' J, 12428-G
lr/_v0j&41 200 W. SAXONY RD. R.C.E. NO.: 70066 MASIH MAHEfk GLENN PRUIM. 438 OCEANVIEW TERRACE
AS-60#1,r IWRAC& 1 4 19 RECORD F-R-0-M-T-EITY OF ENCINITAS VERTICAL:
goow po*i-, eoAjc 06c Lt-s mito 7 22l 02 ELEVATION: 175.189
*CVts(o0 fi(oP-*ijr&a DATUM: NAVD88 ftfiamweliwspecf45e#jevie simt. DAVID CARON Exp.: 9-30-16 DATE PLANNING CASE NO: 07-008,14-053 SUBC DR/TPM/CDP APN: 2%412-13 SH,EET _2OF 4
s
y
200.0
1KO
180 0
170.0
150.0
140.0
+00
I
j
PA
I
I
EX. SURFACE
1
I
�'
PR. SURFACE
I
II
I
I I
I
I PRURFACE
1
EX. SURFACE
I
I
PARCEL 2
i
i
PROFILE STION A -A
HOR.: 1'= 0' I
i
1
12' MIN.
SEE NOTE
BELOW
r4r�,
IMPERVIOUS AREA 4% PROVIDED AREA
BB -IT (SF) (SF) (SF)
ctau
170.0
160.0
.}FLa
EX. SURFACE 166.00TW '0� ®`�e�
D s.S l
SOUkD WALL
/38. a Fs /r ? a 7-1<f
1100.
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88-1 2,386 95 120lilts
RETAINING WALL
88-2 It,
3,961 I—L5 g181
425 �SDRSD C-5
2
Bg
153-70TF_
11E 4' PERFORATED PVC / t ��' ,4 jO� OVC PIPE AT
PIPE INTO RISER 1% MIN. TO FC CHANNEL
*BIORETENT10N ENGINEERED SOIL*LAYER SHALL BE MINIMUM 18* DEEP*SANDY
LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL
CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-307.
**1 1/2' ROUND ROCK LAYER SHALL BE A MINIMUM OF 1f
LOT BIORETENTION BASIN FOR IMP
N.T.S.
18" MIN. ENGINEERED SOIL
'SEE NOTE BELOW
OF 3/8- GRAVEL
3/4• ROUND ROCK
i 11; 11
smin
6'
PERVIOUS ASPHALT CONCRETE a
eOF opfsr4CaAAbsv FR1C%10+d000A,Sr, t 4 OF AspNAI-T
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1/2" AGGREGATE
UN -WOVEN FILTER FABRIC
-- ALL AROUND CLASS 2
MATERIAL (TYP)
;ALTRANIS CLASS 2
'ERMEABLE MATERIAL
30TTOM (NATIVE SOIL)
PERVIOUS ASPHALT CONCRETE
DETAIL
N.T.S.
150.0
140.0 �-
1+00
PR. SURFACE I--7
PROFILE SECTION I
HOR.: 1'=10'
VERT: I'=10'
1+25
170
150
J 140
1+40
160
3+56-
0
Inc o-
No.0070066
• D(P.09/30/2 `
\)tOFC IV CA
CAL'
OF
EXP.09/30/16 '
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; BE PH: 760-908-8745 • infoOcivillandworks.com
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CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
`�t,wc " m'
"""'"" ¢''
Ja.:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
!
C�� oF. s2+C�s! AF16
DESCRIPTION: 2.5" BRASS DISH( BM NO.1026
LOCATION: Sw CORNER DRAINAGE INLET
W SIDE PKG LOT S. SIDE SAXONY PLACE,
HORIZONTAL: 1" = 10'
VERTICAL:
PLANS PREPARED UNDER SUPERVISION OF
DATE: I —10— r
R.C.E. NO.: 7006fi
DAVID CARON EXI'• 9'�'�s
RECOMMENDED: �R0 APP VET , '
a.. b'
MASIH MAHER GLENN PRUIM
Z / 2
DATE DATE '�
GRADING PLANS FOR:
438 OCEANVI EW TERRACE
PLANNING CASE NO: 07-008, 14-053 SUBC DR/TPM/CDP APN: 256-412-13
12428-G
C ,(00 A -A V� G'/J �T/o4.i
200 W. SAXONY RD.
RECORD FROM: CITY OF ENCINITAS
ELEVATION: 175.189
DATUM: NAVD88
y'iA ••43uGL P ACQEL
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+
w CAL TI ON! ! A \ V \
EXIS11 G UNDERGROUND UTIrRECORES AND FACILITIES SHOWN'' ON THESE PLANS HAVE BEEN
OBTA9t�ED FROM AVAILABLE DS WHICH ,IN MOST CASES ARE SCHEMATIC PLANS,. THESE
PLANS, MAY NOT REFLECT ALL, EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXE11NG
UTI\ \ \ \
LITIES ARE UNKNOWN. SUBCONTRACTOR TO , CONFIRM E, LOCATIONS OF ALL EXISTIN ,
(Q UTIUTI S PRIOR TO START OF �ORK, AND NOTIFY ENGINE OF WORK OF, ANY DISCRF ANCIES. \ \ \ \ \
11
1
Ill �N
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GA A —G =G S— A S A 5 A A A AS GA —G A G A G A —G A —G A G A
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s s s s s s �-- s -� s s s �— s \-- s\ s —� s \ IX AR s 1,
1 \
W \ W W W W —� W W W \ \W
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1' I IN
1
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EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST _rrs
j rrrrr�jrr��jlr'jlr'jrr' l•'ji
' 1 1 rr1 ru a Orr ru rr' 4' � I j rrrr vrr rru rp rur rrr v' �"
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rr ipr rrr rr rrr W O O �' �
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SOW
SOW
3/4" (20mm
IN. DRAIN ROCK I
(225m MAX.
8" (200mm) i
STORAGE HT.
A
DITCH TO CARRY
RUNOFF TO A SEDIMENT
TRAPPING DEVICE
NOTE:
MANY DESIGNS CAN BE
FIELD FABRICATED, OR
FABRICATED UNITS MAY
BE USED.
WATER SUPPLY
do HOSE
CRUSHED AGGREGATE GREATER
THAN 3" BUT SMALLER THAN 6"
CORRUGATED STEEL PANELS
I_ _ _ _ _ _ _ _ _ /ORIGINAL GRADE
WAY
der a �.1
.4Po�SeI�ilIVAN
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EROSION CONTROL BAG
WEIR SPACED AS NEEDED
k�ll�ll �� 11bl�lll
BOTTOM ROW OF BAGS TO BE
SET 4" MIN. INTO FINISH GRADE
DETAIL GRAVEL
�D/ \GRAVEL FILLED SANDBAGS BAG
STACKED TIGHTLY PLACEMENT
NO SCALE
PLAN VIEW
NO SCALE
GRAVEL SANDBAGS PER CASQA SC-6
BMP LEGEND (DURING CONSTRUCTION)
DESCRIPTION SYMBOL
O1 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC-1 o O
QR°FESS/O2 GRAVEL BAG BARRIER PER CASQA SE-6 QQQ�Q
o Q3 SILT FENCE PER CASOA SE-1
cD 4 x FLOW DIRECTION
`! No.0070066
• EXP.09/30/2 ` SLOPE STABILITY: BONDED FIBER MATRIX, MATS, BLANKETS
Clvj%. P
qit-OF CALF
x x x x x ,, GENERAL SITE MANAGEMENT
12" MIN, UNLESS OTHERWISE \FILTER FABRIC DESCRIPTION SYMBOL
SPECIFIED BY A SOILS ENGINEER
312" MIN. �\ \\' \ \\���� 312- 00mm1) \\\\\//
\ �.t/G�.1./,E-L%2' ur- Lcl6r2lG t MATERIAL DELIVERY &STORAGE: WM-1
( �\ / / ( SECTION A —A NO SCALE SPILL PREVENTION AND CONTROL
x6 wM-4
\\� ��' 8/30 !�
(100 X 150mm) O.fl1-� < l CONCRETE WASTE MANAGEMENT: WM-8
TRENCH WITH
COMPACTED BACKFILL �\ Leff&45 9•
SOLID WASTE MANAGEMENT WM-5
CONSTRUCTION ENTRANCE PER A TC-1 CASQA Roe, �9Z
TRENCH DETAIL INSTALLATION z.oC 4'A16,euE6le14.46 Co2P SANITARY WASTE MANAGEMENT was-9
NO SCALE WITHOUT TRENCHING _I "I e'r° A fa dEL 'el o S 4-
HAZARDOUS WASTE MANAGEMENT: WM-6
NO SCALE SdA./ rJ<L-GO, A 9Z<°S
DESILTING BASIN NOTE ZG o 04
NOTES: tt, -
BIORETENTION BASIN SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING
SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION a¢ ��pzCE F ��, FESS
BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO v
INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN
OCCUPANCY AND/OR FINAL W No.36292 \ �'��� ■
NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. : �c � � o Exp.-
6,130116 Zm
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE` o"'c o No. 7nnz
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED.EXP.09/30/1 s
SILT FENCE 9TFOF-avl 110 COPPERWOOD WAY, SUITE P, OC E, CA 92058
NOT TO SCALE PH: 760-908-8745 • info@civillandworks.com
DE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SIGNED BY: DRAWN BY: CHECKED BY:
DVC DVC DVC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
A109 F Cr� �o DESCRIPTION: 2.5" BRASS DISK BM NO. 1026 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: -A c) APPR VET GRADING PLANS FOR:
Pl�RT�AG /JS-BuiL?' ��Jr4cSL 11 LOCATION: SW CORNER DRAINAGE INLET » _ DATE: I(-- Sd -ice
4 CHANGE EOW Q�1Z�2% W SIDE PKG LOT S. SIDE SAXONY PLACE, HORIZONTAL: 1 - 10 M �� ��
200 W. SAXONY RD. 9 R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM 438 OCEANVI EW TERRACE 12428—G
RECORD FROM: CITY OF ENCINITAS VERTICAL:
ELEVATION: 175.189 2/ 411 1 i0 Z19ll4
DATUM: NAVD88 DAVID CARON EXP.: 9-30-16 DATE DATE IPLANNING CASE NO: 07-008, 14-053 SUBC DR/TPM/CDP APN: 256412-13 SHEET 4 OF 4
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