2013-11745 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED LIMITED GEOTECHNICAL INVESTIGATION. PROPOSED S.F.R. 432 SHEFFIELD
AVE CARDIFF, CA 92007 PREPARED BY FAST COUNTY SOIL CONSULTATION & FNGINFFRINr IN
DATED 08 -13 -13 , PROJECT# 13- 1167D2 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 FiVAL 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 11745 -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.
11 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.
SI
EROSION
CONTROL
1.
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG STUMAN
AT (760) 420 -8661 , 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
,&OWNER & PERMITTEE:
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
p 1
I4b'hTA Cot�M'r -/ r_6Ar rAt,,, w.Z
Q66, 6, Z 6 -rlfJA+i4f 63-1
3.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
i 1U 9 1,rH�7 A C' /1 A Q LD Z4
1. 6
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.
SITE LOCATION:
5.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY
APN: Z6O- Z81 -Z9
THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
432 SHEFFIELD AVENUE
6.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
CARDIFF, CA 92007
PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
VICINITY MAP
T.B. PG. 1167 -D2
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE LEGAL DESCRIPTION:
INCORPORATED HEREON.
LOT 12, EXCEPTING THE NORTHERLY 136.19 FEET THEREOF, IN
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT BLOCK 104 OF CARDIFF VISTA, IN THE CITY OF ENCINITAS,
THE CONCLUSION OF EACH WORK DAY. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING MAP THEREOF N0. 1547, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, MARCH 18, 1913.
DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALSO SEE C.O.C. RECORDED DECEMBER 22, 2006 AS
DOC. NO. 2006- 0907408
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - ESD - 811
Li. GAS & ELECTRIC - SDGE - 811
C. WATER - S.D.W.D. - 811
D. TELEPHONE - SBC BELL - 811
E. CABLE TV - COX COMMUNICATIONS - 811
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
ON THIS PROJECT. PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-
633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
AND REMOVAL.
SOILS ENGINEER'S CERTIFICATE
I, MAMADOU SALIOU DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAD BY ME OR
UNDER MY DIRECTION ON-C21-;8-11 AND FOR AN UPDATE ONQ92-l3 53
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN
THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS.
SIGNED: 6V1,0. ).,� J..,
RCE NO.: 54071/GE 2704
EXP. DATE: 12 -31 -15
CNo. JOB #: 13- 1167D2 COMPANY: EAST COUNTY SOII CONSUI TATION Rc FN(;INFFRINf; INC_
ADDRESS: 10925 HARTI FY Rn "I" SANTFF CA 92071 PHONE: 619 - 258 -7901
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
CITY OF ENCINITAS AXID ITS OFFI IRS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARI SOLELY ROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS E AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPL Y NT AN (SING OUT OF THE WORK PERFORMED BY THE ENGINEER.
I
SIGNATURE: DATE: eellq�1 v
GLAS E. LOGAN
COMPANY:RANCHO COASTAL ENGINEERING & SURVEYING INC. ('0-il, o' E
ADDRESS: 310 S. TWIN OAKS VALLEY RD. #107 -297 PHONE NUMBER: 760 -510 -3152 RCE EXPIRES: 12/31/2015 c 3s7zs
I0Iuq�_
OF CAl
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACT TY AND ADVISE ON THE COMPACTION AND
STABILITY OF TH( ATS,"
,&SIGNATURE: i-A. DATE: A a l
EaJ�IE'f�l �RC��"� -lS
tot- M AW Ai6fFg
EARTHWORK
STEEPEST EXISTING NATURAL SLOPE ON -SITE _ 8 H: 1 V:
MAXIMUM VERTICAL DEPTH OF CUT = 4 -FT.
MAXIMUM VERTICAL DEPTH OF FILL = 2 -FT,
CUT = 100 C.Y. FILL = 100 C. Y.
REMEDIAL 300 C.Y.
• NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT
INCLUDE SPOILS, SHRINKAGE, OR SWELLING.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 2.740 SQFT
INCREASE IN IMPERVIOUS AREA: 2.740 SQFT
IMPERVIOUS AREA REPLACED: 0 SQFT
1. HOMEOWNER SHALL IMPLEMENT USE OF AUTOMATIC IRRIGATION CONTROLLER
USING EITHER ETo OR MOISTURE SENSOR DATA.
2. ,HOMEOWNER SHALL USE NATIVE PLANTS.
3. ' HOMEOWNER SHALL IMPLEMENT LOW VOLUME IRRIGATION WHERE APPLICABLE.
4. HOMEOWNER SHALL MINIMIZE LOW HEAD DRAINAGE.
5. HOMEOWNER SHALL AVOID OVERSPRAY OF PLANTER AREAS.
6. RUN OFF SHALL BE DIRECTED TO BIO- RETENTION AREA SHOWN ON SITE PLAN.
7. ANY SLOPE GREATER THAN 25% WILL BE IRRIGATED WITH AN IRRIGATION
SYSTEM WITH A PRECIPITATION RATE OF .75 INCHES PER HOUR OR LESS.
8. ALL IMPERMEABLE SURFACES SHALL BE CONSTRUCTED TO DRAIN ENTIRELY
INTO A LANDSCAPED AREA.
9. IRRIGATION SYSTEM SHALL BE DESIGNED WITH THE EFFICIENCY NECESSARY TO
MEET THE MAWA.
10. GRADING SHALL BE DESIGNED FOR THE EFFICIENT USE OF WATER BY
MINIMIZING SOIL EROSION, RUNOFF, AND WATER WASTE.
11. ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE USED FOR TURF IN
A- LANDSCAPED AREA:
ON A SLOPE GREATER THAN 25% GRADE WHERE THE TOE OF THE SLOPE IS
ADJACENT TO AN IMPERMEABLE HARDSCAPE WHERE ANY DIMENSION OF THE
LANDSCAPED AREA IS LESS THAN 6' -0" WIDE.
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
�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
(2012 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
EDITION).
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
DESCRIPTION STD DWG SYMBOL
PROPERTY LINE:
EASEMENT LINE: _ _ - - - - -
EX. EDGE OF PAVEMENT
EX. WOOD FENCE
EXISTING CONTOUR:. _ _ _ _ _ . _ . _ _ ,,,_`"._.m780
PROPOSED CONTOUR:. _ _ _ _ _ . _ _ _ _ _ _ . _ _ _ _ -180
DRAINAGE:
BIO- RETENTION AREA
P.C.C. BROWDITCH... _ _ _ _ _ D -75 _ _ _ _ _
RETAINING WALL (PER PLAN) ..
PROPOSED BUILDING .
P.C.C. D/W & HARDSCAPE a a
LANDSCAPE NOTES
LANDSCAPED AREA: 3,000 S.F.
MAWA CALCULATION:
MAWA = (ETo)(0.62)[0.7 x LA + 0.3 x SLA]
MAWA = (42.9)(0.62)[0.7 x 3,000 + 0.3 x 0]
MAWA = 55,856 GALLONS /YEAR
SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 GRADING PLAN
SHEET 3 EROSION CONTROL PLAN & NOTES
PUBLIC WORKS PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT
BMP PROJECT STATUS
STANDARD PROJECT
ENCINITAS FIRE DEPARTMENT
411
DATE SIGN DATE SIGN DATE SIGN DATE
NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE APPROVA DES DEL DR VV BY: GHEGKDEL BY: ENGINEERING DEPARTMENT A
-/ -/ 9 DmcmpTION: 3.5" CALIFORNIA DEPARTMENT of PAN PREPAR ` UNDER SUPERVISION OF
TRANSPORTATION ALUMINUM DISC i�, / RECOMMENDED :S11% APPROVED:
r HORIZONTAL: N A DATE: V ^ ^ ,, q -�/v /_ -_
LOCATION: EAST SIDE OF MAKINNON BRIDGE OVER 6 ,Z
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N/A R.C.E. NO. 39726 MASIH MAHER GLENN PRUIM
RECORD FROM: CITY OF ENCINITAS SUR. CNTRL.NEiWORK #1047 v6UG ENGINE
ELEVATION: 231.69' DATUM: NAVD88 �'�i�%TJ�(. / �Xv. 11- '4l -Irl DOUGLAS E. LOGAN EXP. 12 -31 -15 neTF Z �A=
SIGNATURE TO EXPIRE 2 YEARS AFTER DATE SIGNED
BLS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DWG. N0.
GRADING & DRAINAGE PLAN FOR:
; f' vk-fAL. 11745 -G
432 SHEFFIELD AVENUE, CARDIFF, CA.
CASE NO. 13 -096 CDP
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APN 260 - 281 -30
181.0 BW\ S 89'58'4" W
178.0 Ili?} `r-
8 .5 TW ! �C
181.0 BW 11
181.5 TW 6" PVC /ABS FOR
180.0 BW OFF -SITE DRAINAGE
68 FL)
r
(179.0
� r
(E) WOOD FENCE i
TO REMAIN
(179.08 TW)
172.6/ RIM s-
164.07 !.F.
ce.
1
174.
SHEF'F/EL
NOTE:
• ALL ROOF DRAINS & AREA DRAINS MUST
DRAIN /DAYLITE TO BIO- RETENTION BASIN
i
59.
',181.0
iD „-
04
PAD =181.0 ,� POSED
FF= 181.75 17, . R PEA \
PAD = 180.0"
FF= 180.75
j180.0 TG 1 "1
184.0 TWI
181.0 BW�j 10
PT. APPROX. LOCATION
HIGH
- � HIGH T. ./ OF (E) BUILDING
�In
\\ `,� PAD =178.0 I /
y ,g FF- 178.75
/ ( � 13
178 5 TG/7\/,, 9 P.) \
D(TYP.)17�IE
GARAGE
SETBACK LINE PAD = 177.45
FF =7 0
f
l78 178 °
16 (TYP.) °
0
r 4
� ` d
7 17) w °
177
174.5 IE'. ° 20' 4
` 4 AC'i, n
S .W � ro• -
1 rn
ENV
E N
121
10'
4" DRAIN PIPE N;�
LIMITS OF EXISTING LEACH P.C.C. OR BLOCK
FIELD AS VERIFIED BY COUNTY CUTOFF WALL t
D.E.H> 4" MINUS ROCK OR COBBLES
@ OUTLET OF PIPES
m
0
}
183.0 TW
181.0 BW'`
183.0 TGy9 (TYP.)
178.5 1
0
10 N�
FL �
., oo
W N
0 O
1� 180.0
175.5
5
18"
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6" FROM THE
SURROUNDING GRADE
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
BERM FOR
PONDING
SURFACE 2 3"
AREA =120 S.F. HARDWOOD 6" PONDIN
MULCH All
WORK TO BE DONE:
1O
EXTEND 8" PVC SEWER MAIN ALONG ENTIRE FRONTAGE OF PROPERTY PER
15 T
TRANSITION DRAINAGE ONTO NO. 2 BACKING RIP -RAP PRIOR TO PERVIOUS
181.5 TW
11745 -I. NOT A PART OF THIS PLAN.
1<7 9.0 BW
CONSTRUCT P.C.C. OR BLOCK CUTOFF WALL ® OUTLET TO BIO- RETENTION
2O
REMOVE EXIST A.C. BERM AND WIDEN A.C. PAVEMENT TO MIN. WIDTH OF
° (E) RETAINING .
WALL4TO REMAIN "
24 -FT.
{17.43 TW)
OD
INSTALL 6 -17T. WIDE PERVIOUS PAVERS W/ FLUSH CONCRETE CURB PER
� o
CITY STANDARDS
80.5 TW
RIP' -RAP ON TOP
178.0 BW
OMITTED
176.QB FL) "
TO DIRECT
(177.73 TW) '
TOW
(E) BROW DITCH
,z
TQ REMAIN
P
179.5 TW
177.OBW�
CONSTRUCT P.C.C. DRIVEWAY
r -H
3 0 < 0
C) N 'd M
INSTALL BIO RETENTION BASIN PER CITY STANDARDS AREA = 120 S.F.
41 io)
w ® a
V)
-
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A
° (174.12 FL)
z1
4
176.5 BW�
BIO- RETENTION BASIN,
SEE DETAIL THIS SHEET i
174.5 F.S.
°
174.1
° IE
°
A •�. r : r
172.6/ RIM s-
164.07 !.F.
ce.
1
174.
SHEF'F/EL
NOTE:
• ALL ROOF DRAINS & AREA DRAINS MUST
DRAIN /DAYLITE TO BIO- RETENTION BASIN
i
59.
',181.0
iD „-
04
PAD =181.0 ,� POSED
FF= 181.75 17, . R PEA \
PAD = 180.0"
FF= 180.75
j180.0 TG 1 "1
184.0 TWI
181.0 BW�j 10
PT. APPROX. LOCATION
HIGH
- � HIGH T. ./ OF (E) BUILDING
�In
\\ `,� PAD =178.0 I /
y ,g FF- 178.75
/ ( � 13
178 5 TG/7\/,, 9 P.) \
D(TYP.)17�IE
GARAGE
SETBACK LINE PAD = 177.45
FF =7 0
f
l78 178 °
16 (TYP.) °
0
r 4
� ` d
7 17) w °
177
174.5 IE'. ° 20' 4
` 4 AC'i, n
S .W � ro• -
1 rn
ENV
E N
121
10'
4" DRAIN PIPE N;�
LIMITS OF EXISTING LEACH P.C.C. OR BLOCK
FIELD AS VERIFIED BY COUNTY CUTOFF WALL t
D.E.H> 4" MINUS ROCK OR COBBLES
@ OUTLET OF PIPES
m
0
}
183.0 TW
181.0 BW'`
183.0 TGy9 (TYP.)
178.5 1
0
10 N�
FL �
., oo
W N
0 O
1� 180.0
175.5
5
18"
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6" FROM THE
SURROUNDING GRADE
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
BERM FOR
PONDING
SURFACE 2 3"
AREA =120 S.F. HARDWOOD 6" PONDIN
MULCH All
WORK TO BE DONE:
18" MIN. O
-�. ENGINEERED SOIL
*SEE NOTE BELOW 9O
3/83 GRAVEL 10
ROCK CRUSHED 11
ALLOWED 13
NOT TO
*BIORETENTIO GINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18' DEEP
"SANDY SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHAL TAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND
2 " TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, A
0 FREE OF NOXIOUS WEEDS.
0000 THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTI
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
�ORCOSTONE 80 MM. AQUA -BRIC PAVER
W /1/4" HAND TIGHT JOINTS PRODUCT AND
LAYOUT AS SPECIFIED PROVIDE 1% MIN. TO 5%
MAX. SLOPE
WALLS
OVED. 6 "x FLUSH CONCRETE
CURB Y STANDARDS
A ING
/ WASHED
00,
--- PERVIOUS PAVERS TO BE
��'.MAINTAINED PER EMRP
CO. cy ^,�• o ! S
DOC. NO.�L?L�L- �31e_7�'��
o _
PROPOSED SEWER EXTENSION
i
PER 11745 -I, NOT A PART
OF THIS PLAN.
- APPROX MA I E LSO t4 , ON
OF S.D.W D, 6" tit C. ,P.
Vu 4% -- PER WO- 68 "11
Iii
FRONTAGE BOUNDARY
Ell A= 13'57'15 ", R= 118.50', L= 28.86'
[2 N 81'30'08" W, 31.60'
') PER PLAN
.','' F ii _rr -,
)RSE 1/4"- 3/8"
OPEN - GRADED
`
REQUIREMENTS.
N. BASE COURSE
---I" S TONE PER ASTM
N0. 57 BA UIREMENTS.
INSTALL 4 PVC OR ABS DRAINPIPE ® 1.0% MIN, U.N.O.
INSTALL 12" AREA DRAIN
CONSTRUCT P.C.C. BROW DITCH PER D -75
CONSTRUCT MASONRY RETAINING WALL PER "C -1"
CONSTRUCT MASONRY RETAINING WALL PER "C -3"
BUILDING STEM WALL PER SEPARATE PERMIT
1O
EXTEND 8" PVC SEWER MAIN ALONG ENTIRE FRONTAGE OF PROPERTY PER
15 T
TRANSITION DRAINAGE ONTO NO. 2 BACKING RIP -RAP PRIOR TO PERVIOUS
11745 -I. NOT A PART OF THIS PLAN.
16 C
CONSTRUCT P.C.C. OR BLOCK CUTOFF WALL ® OUTLET TO BIO- RETENTION
2O
REMOVE EXIST A.C. BERM AND WIDEN A.C. PAVEMENT TO MIN. WIDTH OF
24 -FT.
3O
INSTALL 6 -17T. WIDE PERVIOUS PAVERS W/ FLUSH CONCRETE CURB PER
CITY STANDARDS
4' MINUS
RIP' -RAP ON TOP
4O
OMITTED
OF BERM
TO DIRECT
OVERFLOW
TOW
5O
OMITTED
PERVIOUS
P
6O
CONSTRUCT P.C.C. DRIVEWAY
00
7O
INSTALL BIO RETENTION BASIN PER CITY STANDARDS AREA = 120 S.F.
18" MIN. O
-�. ENGINEERED SOIL
*SEE NOTE BELOW 9O
3/83 GRAVEL 10
ROCK CRUSHED 11
ALLOWED 13
NOT TO
*BIORETENTIO GINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18' DEEP
"SANDY SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHAL TAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND
2 " TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, A
0 FREE OF NOXIOUS WEEDS.
0000 THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTI
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
�ORCOSTONE 80 MM. AQUA -BRIC PAVER
W /1/4" HAND TIGHT JOINTS PRODUCT AND
LAYOUT AS SPECIFIED PROVIDE 1% MIN. TO 5%
MAX. SLOPE
WALLS
OVED. 6 "x FLUSH CONCRETE
CURB Y STANDARDS
A ING
/ WASHED
00,
--- PERVIOUS PAVERS TO BE
��'.MAINTAINED PER EMRP
CO. cy ^,�• o ! S
DOC. NO.�L?L�L- �31e_7�'��
o _
PROPOSED SEWER EXTENSION
i
PER 11745 -I, NOT A PART
OF THIS PLAN.
- APPROX MA I E LSO t4 , ON
OF S.D.W D, 6" tit C. ,P.
Vu 4% -- PER WO- 68 "11
Iii
FRONTAGE BOUNDARY
Ell A= 13'57'15 ", R= 118.50', L= 28.86'
[2 N 81'30'08" W, 31.60'
') PER PLAN
.','' F ii _rr -,
)RSE 1/4"- 3/8"
OPEN - GRADED
`
REQUIREMENTS.
N. BASE COURSE
---I" S TONE PER ASTM
N0. 57 BA UIREMENTS.
INSTALL 4 PVC OR ABS DRAINPIPE ® 1.0% MIN, U.N.O.
INSTALL 12" AREA DRAIN
CONSTRUCT P.C.C. BROW DITCH PER D -75
CONSTRUCT MASONRY RETAINING WALL PER "C -1"
CONSTRUCT MASONRY RETAINING WALL PER "C -3"
BUILDING STEM WALL PER SEPARATE PERMIT
AN
BASIN
17 DISTRICT TO INSTALL 1 -INCH WATER LATERAL AND DUAL METER PER
WS- 09/WC -17 AT OWNER'S EXPENSE.
ON
18 PROTECT (E) WATER METER "IN- PLACE" AND RAISE METER BOX TO GRADE.
19
CONSTRUCT LEGEND LL AT END OF BROWDITCH.
ITEM SYMBOL
PROPERTY LINE:
5 A.C. E A.C. EASEMENT LINE:, --
WIDENINGI SECTION FOR
2' VARIES SHEFFIELD AVE. EX. EDGE OF PAVEMENT
EX. WOOD FENCE --
C� �..... .. - --
�." SEE A.C. OVER LA &
WIDENING DETAIL IS SHEET EXISTING CONTOUR: 780
" 6 "x16" FLUSH CONCRETE
CURB PER CITY STANDAR S PROPOSED CONTOUR:
NATURAL SOIL DRAINAGE: �.
SUBGRADE
T TO SCALE
24' PAVED (MIN.
BIO- RETENTION BASIN
P.C.C. BROWDITCH
RETAINING WALL
°I COLD PLANE 'I PROPOSED BUILDING
1.5" (E) 2.5" AC
..-_ .
P.C.C. D/W & HARDSCAPE a
y
A.C. SECTION PER GENERAL NOTE NO. 2 7\�(E) 4" BASE NOTES & SURVEY INFORMATION:
& PER SECTION 3.1(C) OF THE PRIVATE
NEW BASE
ROAD STANDARDS. MINIMUM SECTION TO 1. A FIELD SURVEY WAS CONDUCTED IN MAY 2013.
BE 2.5" A.C. OVER 4" A.B. BOUNDARY PLOTTED FROM R.O.S
AND
A.C.. WIDENING & OVERLAY DETAIL 3• LCOCA ACT OF AOLLVUTILTIESO(IWHETHER DEPICTED VERTICAL HEREON
NOT TO SCALE OR NOT) R TO CONNECTION. CONTRACTOR TO PROVIDE
LOCATION IN TION TO ENGINEER OF WORK WITH
SUFFICIENT TIM MEND DESIGN IN THE EVENT THAT
FIELD CONDITIONS D R FROM PLAN.
I
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ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
SCALE: 1" = 10'
CHAN E NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVA D SDEL RVV cHECDEL BY: ENGINEERING DEPARTMENT APPROVALS CITY OF FNCINITAS - ENGINEERING SERVICES DEPARTMENT DWG. N0.
�. �y �.( DESCpppON: 3.5" CALIFORNIA DEPARTMENT OF L N PREP ED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING & DRAINAGE PLAN FOR:
- TRANSPORTATION ALUMINUM DISC
O - S- LOCATION: EAST SIDE OF MAKINNON BRIDGE OVER HORIZONTAL: 1" = 10' DATE: (( i /�/�. /�/� �}� ���� CjQ'r�(L (,L �. 11745 -G
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N/A R. C. E. N0. 39726 MASIH MAHER GLENN PRUIM 432 SHEFFIELD AVENUE, CARDIFF, CA.
RECORD FROM: CITY OF ENCINITAS SUR. CNTRLNEWORK #1047 ENGIN ER vi �•�S /�,r
ELEVATION: 231.69' DATUM: NAVD88 DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE , DATE CASE NO. 13 -096 CDP
SHEET 2 OF 3
R:\Projects\7261 - Terramar Sheffield\7261- GPO2.dwg 8/19/2014 10:22 AM
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INSTALL 6 -INCH WIDE TRENCH DRAIN WITH TRAFFIC GRATE
15 T
TRANSITION DRAINAGE ONTO NO. 2 BACKING RIP -RAP PRIOR TO PERVIOUS
PAVERS.
16 C
CONSTRUCT P.C.C. OR BLOCK CUTOFF WALL ® OUTLET TO BIO- RETENTION
PROPERTY LINE:
5 A.C. E A.C. EASEMENT LINE:, --
WIDENINGI SECTION FOR
2' VARIES SHEFFIELD AVE. EX. EDGE OF PAVEMENT
EX. WOOD FENCE --
C� �..... .. - --
�." SEE A.C. OVER LA &
WIDENING DETAIL IS SHEET EXISTING CONTOUR: 780
" 6 "x16" FLUSH CONCRETE
CURB PER CITY STANDAR S PROPOSED CONTOUR:
NATURAL SOIL DRAINAGE: �.
SUBGRADE
T TO SCALE
24' PAVED (MIN.
BIO- RETENTION BASIN
P.C.C. BROWDITCH
RETAINING WALL
°I COLD PLANE 'I PROPOSED BUILDING
1.5" (E) 2.5" AC
..-_ .
P.C.C. D/W & HARDSCAPE a
y
A.C. SECTION PER GENERAL NOTE NO. 2 7\�(E) 4" BASE NOTES & SURVEY INFORMATION:
& PER SECTION 3.1(C) OF THE PRIVATE
NEW BASE
ROAD STANDARDS. MINIMUM SECTION TO 1. A FIELD SURVEY WAS CONDUCTED IN MAY 2013.
BE 2.5" A.C. OVER 4" A.B. BOUNDARY PLOTTED FROM R.O.S
AND
A.C.. WIDENING & OVERLAY DETAIL 3• LCOCA ACT OF AOLLVUTILTIESO(IWHETHER DEPICTED VERTICAL HEREON
NOT TO SCALE OR NOT) R TO CONNECTION. CONTRACTOR TO PROVIDE
LOCATION IN TION TO ENGINEER OF WORK WITH
SUFFICIENT TIM MEND DESIGN IN THE EVENT THAT
FIELD CONDITIONS D R FROM PLAN.
I
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%"j .. 'c 'A A
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
SCALE: 1" = 10'
CHAN E NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVA D SDEL RVV cHECDEL BY: ENGINEERING DEPARTMENT APPROVALS CITY OF FNCINITAS - ENGINEERING SERVICES DEPARTMENT DWG. N0.
�. �y �.( DESCpppON: 3.5" CALIFORNIA DEPARTMENT OF L N PREP ED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING & DRAINAGE PLAN FOR:
- TRANSPORTATION ALUMINUM DISC
O - S- LOCATION: EAST SIDE OF MAKINNON BRIDGE OVER HORIZONTAL: 1" = 10' DATE: (( i /�/�. /�/� �}� ���� CjQ'r�(L (,L �. 11745 -G
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N/A R. C. E. N0. 39726 MASIH MAHER GLENN PRUIM 432 SHEFFIELD AVENUE, CARDIFF, CA.
RECORD FROM: CITY OF ENCINITAS SUR. CNTRLNEWORK #1047 ENGIN ER vi �•�S /�,r
ELEVATION: 231.69' DATUM: NAVD88 DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE , DATE CASE NO. 13 -096 CDP
SHEET 2 OF 3
R:\Projects\7261 - Terramar Sheffield\7261- GPO2.dwg 8/19/2014 10:22 AM
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APPROX. LOCATION
OF (E) BUILDING
m
w
00
N
Q
EX. SEWER M.H.
172.67 RIM
164.07 IE S
APN 260 -281 -30
DR
i
II I UNDERHMULCIH
S 89 °58'4° 59.89'
_� _,•, MULCH
a 4, 1 1
d d Q.
APPROX. LOC:
° (COVERED W/ SLAB)
4"
d � 00 N
I
M hA
° d o
d d
°
4' x
178:6(
d � v
r-H
46 Nd ° d "� I Y.
w ® .. �1
� O
d. :d
v '
C ° x
d °
4
d
° 175.99 TW
1�5.p
\ - 1131.41 bW
�i 180.91
\ SEWER C.O.
e 1
�.. �. .
— z, *m!x
17607 TW
.174.71 gW
1
FROOF DRAINS
ROM BUILDING '
PAD = 180.01\
o FF= 180.75
i \
APPROX. LOC-�
j(COVERED W/ SLAB)
APPROX. LOC.
(COVERED W/ SLAB) \
/ 174.0
/ TC z
L_ 0
—S/ S Wa<
SHEFF
GELD 's
AVENUE
AS -BUILT TOPO
I 1
APPROX. LOCATION
OF (E) BUILDING
184 75 TW
SURVEY
181.51 BW
4" DRAIN PIPE,
P.C.C. OR BLOCK
CUTOFF WALL
RETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6" FROM THE
SURROUNDING GRADE
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
BERM FOR
PONDING
I I AREAAC20 S.F. MULCH OOD 6" PONDIN
4" MINUS RIP -RAP ON TOP
OF BERM TO DIRECT
OVERFLOW TOWARDS
PERVIOUS PAVERS
J 4" MINUS ROCK OR COBBLE
—' " —' ' — "' " �!' i i— Iii — Iii — Iii —I i —Iii —I i 1 n 18" MIN.
181.48 BW �, 0 OUTLET OF PIPES /�\� I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I— ENGINEERED SOIL
°' e � *SEE NOTE BELOW
184.63 �ARTH SWALE \
Tn UNDER MULCH �, �/ �a 4a a �a �a �a �a /, 2 -3" OF
ao \ 1 g ,/1 �i 1 �/ ly1 �/1 �/1 �� 3/8 GRAVEL
o \
183.55 TW \
\ w 182.67 BW .�
O
I OD
z
183.59 TW
1R1 R9 RW \
—.22 —
178.10
,
0- Elm:
lam / / /L1
APPROX. LOC.
�.._
LL
1 \
CD O
2
SHEET 2A OF 3
W 11
����
o
� \
,
iF !•'•
1
ISTRICT TO INSTALL 1 -INCH WATER
NOTE:
• ALL ROOF DRAINS & AREA DRAINS MUST
DRAIN /DAYLITE TO BIO- RETENTION BASIN
NO. 1 DESCRIPTION
Imm
180.99 BW
ate\\ 1180.33 BW
a,
t �
N
IL
\ 181.43 TW
176.00 BW
Z \.
J \
180.80 TW
177.17 BW
a
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APPROX. LOC.
°
1 \
(COVERED W/ SLAB)
CD O
2
SHEET 2A OF 3
W 11
C.
o
� \
,
7fT
ISTRICT TO INSTALL 1 -INCH WATER
A� \
LATERAL & DUAL METER PER
WS- 09 /WC -17 AT OWNER'S EXPANSE..
\�� FA4CIZ5 �U(1# V
Usti(
_
\\
S
\ PERVIOUS PAVERS TO BE
z / N
o
MAINTAINED PER EMRA
^tiV
S �� DOC. NO. 2014 - 0367246
^caV
/ REC. ON: 8 -26 -14
�
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PROPOSED S WER EXTENSION
PER 11745 -I, NOT A PART
OF THIS PLAN.
APPROXIMATE LOCATION
\ OF S.D.W.D. 6" A.C.P.
W
PER WO -68 -11
W
�'�►�
W
W
FRONTAGE BOUNDARY
1❑ 5=13'57'15 ", R= 118.50', L= 28.86'
F2 N 81'30'08" W, 31.60'
APPROVED DATE BENCHMARK SCALE
S&j DESCRIPTION: 3.5" CALIFORNIA DEPARTMENT OF
TRANSPORTATION ALUMINUM DISC
HORIZONTAL: 1" = 10'
LOCATION: EAST SIDE OF MAKINNON BRIDGE OVER
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N/A
RECORD FROM: CITY ENCINIT�SUR. CNTRLN�ORK #1047
ELEVATION: 231.69' DATUM: NAVD88
vIL:5
���a 3/4„ CRUSHED
� ROCK
NO LINER
ALLOWED
BIORETENTION BASIN DETAIL
NOT TO SCALE
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -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 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND
ALSO FREE OF NOXIOUS WEEDS.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
ORCOSTONE 80 MM. AQUA -ERIC PAVER
W /1/4" HAND TIGHT JOINTS PRODUCT AND
LAYOUT AS SPECIFIED PROVIDE 1% MIN. TO 5%
MAX. SLOPE
VARIES
6' MIN. PERVIOUS A.C. E A.C.
PAVERS WIDENING SECTION FOR
4' 2' VARIES SHEFFIELD AVE.
6 "x6" MIN. FLUSH CONCRETE /\ \ \\/ SEE A.C. O &
WIDENING DETAIL
CURB PER CITY STANDARDS /\ (HIS SHEET
�I II I ^ri I 1 1 11 I I1 I\
—1 III -
III III -� \� 6 "x16" FLUSH CONCRETE
1" BEDDING COURSE 1/4 " -3/8 _ __\
WASHED FRACTURED OPEN- GRADED �! CURB PER CITY STANDAR S
STONE PER ASTM NO. 8 REQUIREMENTS. % //y ' � % /� / /��/
IN N11 8" MIN. BASE COURSE NATURAL SOIL
3/4" STONE PER ASTM SUBGRADE
NO. 57 BASE REQUIREMENTS.
TYPICAL FRONTAGE IMPROVEMENT SECTION
NOT TO SCALE
NOTE:
• THIS IS A TRUE REPRESENTATION OF THE
FINAL AS -BUILT CONDITIONS
MIN. 18"±
24' PAVED (MIN.)
21'1
2.5" AC
A.C. WIDENING &OVERLAY DETAIL
NOT SCALE
LEGEND
ITEM SYMBOL
PROPERTY LINE;,,,,,,,,,,,,,,,,,,, ", ", "„
EASEMENT LINE:,..,.,., " .................
EX. EDGE OF PAVEMENT, ......... .
EX. WOOD FENCE.
EXISTING CONTOUR;,,,,,,,,,,,,,,,,,,,,,, / -- - 7g�_ ✓/
RETAINING WALL ME= mm MEN
EXISTING BUILDING .................... \
P.C.C. D/W & HARDSCAPE........
Z
NOTES & SURVEY INFORMATION: z
1. A FINAL AS -BUILT TOPO FIELD SURVEY WAS CONDUCTED 5�mw
BY BLAKE TORGERSEN ON MAY 17 2019. W
2. BOUNDARY PLOTTED FROM R.O.S
APPROVA DESI ELE BY: DRRAWN BY: CHECKED BY:
LANS PR ED UNDER SUPERVISION OF
la- zI`/I� DATE: 10-1114
,l 6 R.C.E. N0. 39726
ENGIRVER
' DOUGLAS E. LOGAN EXP. 12 -31 -19
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
�l
ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
RECOMMENDED: APPROVED: GRADING & DRAINAGE PLAN FOR:
TERRAMAR PARTNERS
JESSE OWENS EDWARD J. WIMMER 432 SHEFFIELD AVENUE, CARDIFF, CA.
DATE DATE CASE NO. 13 -096 CDP
R:\Projects\7707 - North Coastal Properties \7261- ASB- GP02.dwg
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CONCRETE WASHOUT
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
• A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH
AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
• POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
• PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
• FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
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.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
II -1i�
2. STAPLE WIRE FENCING TO
THE POSTS.
IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
SILT FENCE DETAIL
NOT TO SCALE
10 5 0 10 20
SCALE IN FEET
SCALE: 1" = 10'
LEGEND
PROPERTY BOUNDARY
SILT FENCE
CONSTRUCTION ENTRANCE
GRAVEL BAGS
E 20'MIN.
RIGHT -OF -WAY
�-I- nl- '_ 8" MIN.
- III - III - III -III -I i
PROFILE
EXISTING 1 -1/2" PUBLIC
GROUND
CRUSHED RIGHT —OF —WAY
ROCK
P_LAd PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF -WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
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
20 MIN.
..`.
I II I II
o�B�B� � Q�
I II I II
oo "oo o
P_LAd PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF -WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
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
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ENGINEERING & SURVEYING
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SINGLE SOURCE DEVELOPMENT CONSULTANT
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310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
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(760) 510 -3152 Ph / (760) 510 -3153 Fax
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DESCRIPTION
APPROVED
DATE
BENCHMARK
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ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS
— ENGINEERING SERVICES DEPARTMENT
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RECOMMENDED: APPROVED:
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EROSION CONTROL PLAN
432 SHEFFIELD AVENUE, CARDIFF, CA.
CASE N0. 13 -096 CDP
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TRANSPORTATION ALUMINUM DISC
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LOCATION: EAST SIDE OF MAKINNON BRIDGE OVER
INTERSTATE 5 IN SOUTHERLY SIDEWALK
RECORD FROM: CITY OF ENCINITAS SUR. CNTRLNEWORK 1047
ELEVATION: 231.69' DATUM: NAVD88
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