2012-11422 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RANDY MENDIOROZ
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AT (760)- 685 -0781 24 HOURS A DAY.
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. 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
DRAINAGE NOTE ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
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 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
UTILITY NOTE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 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
GENERAL NOTES WHICH MAY ARISE.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
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. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
2. THE SOILS REPORT TITLED LIMITED GEOTECHNICAL INVESTIGATION, SFR
PREPARED BY EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC- 8• GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
DATED 06 -19 -12 , PROJECT# 12- 1147C3 SHALL BE CONSIDERED AS A PART OF THIS GRADING THE CONCLUSION OF EACH WORK DAY.
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND g, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
SPECIFICATIONS CONTAINED IN SAID REPORT. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. NOTIFICATIONS
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE BEST OF OUR KNOWLEDGE
HOWEVER: THE CONTRACTOR
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
LICENSED LAND SURVEYOR. VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - 811
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING B. CAS & ELECTRIC - EDGE - 811
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 811
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. D. TELEPHONE - SBC BELL 811
E. CABLE TV -COX COMMUNICATIONS - 811
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON ON THIS PROJECT. PHONE: (760)- 633 -2770.
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) -
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH AND REMOVAL.
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 40
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN SOILS ENGINEER'S CERTIFICATE
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 I, MAMADOU DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF ,HE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MA E BY ME OR
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING UNDER MY DIRECTION ON Jkne �9� 20' AND FOR AN UPDATE ON A/�R
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
PROVIDED STATING: "THE GRADING UNDER PERMIT 11422 -G HAS BEEN PERFORMED IN SUBSTANTIAL RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
WHO CERTIFIES SUCH GRADING OPERATION. SPECIFICATIONS. o'
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS SIGNED: _�Y `.+M� \I k%', kN-^-�-�
DIRECTION
BACKFILLS AND COMPACTION OF TRENCHES. EXCAVATION HSHAL PLACEMENT D COMPACTION SUBMIT SOILSREPOR S ASREQUIRED RCE NO.: 54071 CAE 2794 �p Q� °F s S'ONq�
AND
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 EXP. DATE: 12 -31 -13 h q�10
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR w No. GE 2704 AA
THEIR INTENDED USE. JOB #: 12- 1147C3 o EXP. 12/31/13 z
COMPANY: EAST COUNTY SOIL CONSULTATION si oTfCHN\�
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE ADDRESS: 10925 HARTLEY RD.. SUITE " I SANTEE. CA 92071 �rP OF CAL�E��
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 PHONE: 619 - 258 -7901
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 STATEMENT OF ENGINEER OF WORK
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 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE AN {IT
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY ILI TkdO ?LAMS A DESIGN AND IT
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
O IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
F. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE. 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 -
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR ENGINEER AND HIS /H , AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH 3
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AGENCY AND EMPLO ENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
OWNER & PERMITTEE:
EARTHWORK (ESTIMATE ONLY -FOR BONDING
PURPOSES)
MENDIOROZ FAMILY TRUST
STEEPEST EXISTING NATURAL SLOPE ON -SITE =
8 H: 1
732 CYPRESS HILLS DRIVE
MAXIMUM VERTICAL DEPTH OF CUT = 3 -FT.
ENCINITAS, CA 92024
MAXIMUM VERTICAL DEPTH OF FILL = 3 -FT.
(760)- 685 -0781
'Do (J�a LiJ -��-
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
COMPANY:
• CUT = 500± C.Y. FILL = 500± C.Y.
QROVESSiotiq
o <
SITE LOCATION:
• REMEDIAL = 1.000± C.Y.
ADDRESS. 310
S. TWIN OAKS VALLEY RD. #107 -297
IMPERVIOUS AREA
APN: 254 - 412 -09
____
PHONE NUMBER:
760- 510 -3152
o °J
• IMPERVIOUS PAVEMENT PRIOR TO CONSTRUCTION
= 4,350 S.F.
OA
1444 BURGUNDY ROAD
N
• IMPERVIOUS PAVEMENT AFTER CONSTRUCTION =
7,150 S.F.
ENCINITAS, 92024
• INCREASE IN PAVEMENT = 2,800 S.F.
• OTHER IMPERVIOUS AREA PRIOR TO CONSTRUCTION
= 0 S.F.
(THE AREA FROM THE TRUNK OF A
(ICE. BUILDINGS, HARDSCAPES, ETC.)
• OTHER IMPERVIOUS AREA AFTER CONSTRUCTION
= 8,100 S.F.
LEGAL DESCRIPTION:
• IMPERVIOUS AREA REPLACED = 0 S.F.
Civil..
THAT PORTION OF LOT 2 IN BLOCK "I"
OF SOUTH PARK
ANNEX, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO OFFICIAL MAP THERE OF
MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
NO. 1788, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF
SAN DIEGO COUNTY MARCH 29, 1924; TOGETHER WITH THAT
PORTION OF THE SOUTHWEST QUARTER
OF THE NORTHWEST
QUARTER OF SECTION 3, TOWNSHIP 13
SOUTH, RANGE 4 WEST,
SAN BERNARDINO MERIDIAN ACCORDING
TO OFFICIAL PLAT
THEREOF.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
SIGNATURE: DATE: IZJ(Z 17�
MENDIOROZ FAMILY TRUST
APN
N 254- 412 -06
20 0 40 80
SCALE IN FEET
SCALE: 1" = 40'
Q
... -207 -....
........207 ........ a
APN 3
254 - 412 -08 ,n
5 -�3V tV'r
NG 24' z
MEN
ASE T
206-
N 84'56'05" E--l--
40.48'
APN
254-412-04
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER
SIGNATURE:
DATE: [Z�II � I L,
PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
DOUGLAS E. LOGAN
'Do (J�a LiJ -��-
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
COMPANY:
RANCHO COASTAL ENGINEERING. INC.
QROVESSiotiq
o <
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR
ADDRESS. 310
S. TWIN OAKS VALLEY RD. #107 -297
��� ° E. <a �2
c�2
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE
____
PHONE NUMBER:
760- 510 -3152
o °J
(.
DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR
RCE EXPIRES:
12/31/2013
c� m
, . ,� a aao _ ,o u•
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY
w C 3e7zs m
ENGINEERING &SURVEYING
(THE AREA FROM THE TRUNK OF A
PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST
Civil..
T CONSULTANT
SINGES SOURCE DEVELOPMENT CONSULTANT
LE O
BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT
TWIN OAKS VALLEY
MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
NO.I _ m - DESCRIPTION I APPROVED I DATE 1 BENCHMARK 1 SCALE 1 SPECIAL DI
VERTICAL: N/A
ENGINEER
DOUGLAS E. LOGAN
'ERVISION OF
DATE: L- M
R.C.E. N0. 39726
EXP. 12 -31 -13
APN
254 - 181 -20 °n1°
4
X
LO
0
z
R.O.W. DEDICATED PER
DOC. NO.d01i.- 0819441
RECD Dee . I'41pa
K3-28-34. W 59
CAPRI ROAD
%r= IN 84.01'02"
M
XIST. 25' WID
EDICATED TO
F SAN DIEGO
APN
254 - 181 -20
a
U
o -
U -
a
a
FAm�A5D. A BLV
VICINITY MAP
T.B. PG. 1147 -C3 N
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 . - - - ................1t
EX. CHAIN LINK FENCE - _ _ _ _ _ ---x --
EX. WOOD FENCE
EXISTING CONTOUR:
PROPOSED CONTOUR:
DRAINAGE:
BIO- RETENTION AREA (SHT. 3 FOR DETAILS)
1-�
0
DRIVEWAY W/ PERVIOUS PAVERS
CL
(SHT. 2 FOR SECTIONS)
A
a
CD PROP
Y
:
DRIVEWAY EXISTING 20' n
DRIVEWAY W/ GRASSCRETE (SHT. 2 FOR SECTIONS) ❑ c ❑ c u r c; n r c
ACCESS EASEMENT n Ell CE E- r.13 E: n r 11 ED n. E. D : c
• .
RETAINING WALL
APN (C -3 OR EQUAL)_ _
` 11 254 - 181 -12 PROPOSED BUILDING
PROP. 27p
RESIDENCE / _ _ \ 0
n : t N 8416'47" E - a- o j-
S .•
_ SHT. 2 FOR SECTIONS
I�(cY - �-•-c� <�L• ` 20.00' P.C.C. D/W & HARDSCAPE (_ ). w
L q
o6 Of
U tit P0 L'0/ul EE(1 0
.20 5 D.G. TRAIL (SHT. 2 FOR SECTIONS) (n U
� r�i�w�
EXIST. SHEET INDEX
o� d I n ' <I 8" A.C.P. fQ1� D� U w
cn o,° I a. ..i , {...., VFiii�W Z
SHEET 1 COVER SHEET
� . I O_
� I
�aV Q
1 E
X
SHEET 2 GRADING PLAN Lv
{ (' APN SHEET 3 CROSS- SECTIONS AND DETAILS 0
E 117.57 - '\ 254- 181 -11 SHEET 4 EROSION CONTROL PLAN & NOTES Z
w
S" „ - A C
BMP PROJECT STATUS a
7' SITE MAP � w
SCALE: 1 " =40' � APN STANDARD PROJECT o-254-412 -0 a
- U
O �
PUBLIC WORKS PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMEN
Q O
Of
L
!Z /d wiz• �-z. /z (9 / z - /t ! 7 -/ 2 - L / a1 z � CD
IGN D TE SIGN DATE SIGN DATE IGN DATE Q
SIGNATURE TO EXPIRE 2 -YEARS AFTER DATE SIGNED Z
ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT o
RECOMMENDED:S(W APPROVED: PRELIMINARY GRADING & DRAINAGE PLAN FOR: (If Z
/V►. M �- MENDIOROZ RESIDENCE 11422 -G z Z
MASIH MAHER /o•GLENN FR I 1444 BURGUNDY ROAD C °
1 2/ 20 12 �2 3!/2 CASE NO. 12 -086 CDP w
DATE DATE SHEET 1 OF 41
- 11 (TYP.)
t� N 05'43'13" W 214.
w
g rn ,l• ``
2 5.0 IL
208.05 TW
20 I
' ESSIONq!
NOTES & SURVEY INFORMATION:
..,...
1. A FIELD SURVEY WAS CONDUCTED IN AUGUST, 2011 FOR THE
TOPOGRAPHY ONLY. THE RECORD BOUNDARY HAS BEEN SHOWN
-._
PER PARCEL "A" CERTIFICATE OF COMPLIANCE, RECORDED
DECEMBER 01, 2010 AS DOC# 2010 - 0660849. A PRECISE
Z
BOUNDARY WAS NOT AND HAS NOT BEEN CONDUCTED.
CONSTRUCT P.C.C. PAVEMENT AT ENTRANCE FOR FIRE DEPT.
2. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF
209.5 TW
207.0 BW
ALL UTILITIES (WHETHER DEPICTED HEREON OR NOT) PRIOR TO
209.0 TW
CONNECTION. CONTRACTOR TO PROVIDE LOCATION INFORMATION
a
W c 39726
TO ENGINEER OF WORK WITH SUFFICIENT TIME TO AMEND DESIGN
APN 254-412-08
IN THE EVENT THAT FIELD CONDITIONS DIFFER FROM PLAN.
206.0 BW
3. BUILDING, BUILDING WALLS, & POOL /SPA PER SEPARATE PERMITS,
*
NOT A PART OF THIS PLAN.
RETAINING WALL LEGEND
• TW - FINISH ELEVATION ® TOP OF WALL
s r
r civl�
,lF
• BW - FINISH GRADE ® BOTTOM OF WALL
4O
• TF - TOP OF FOOTING ELEVATION
I I
NO.
co
N
tl-
00
N
00
O
J �
FAST; H "A.C.P, PER
SDWD WO -64 -11
APN 254 - 181 -11
T
°I
FT OEM
N
IG
E. 8 a
I' �° �:: _ �L ��, �< ',� � I I � , � � 4P00L AREA
/ i 0 n n - ❑ w E 4` @ 205.0 IMP 2
❑c ❑� ❑��o❑ c ❑cnn ❑. vb� a o v a SEE SECTION
cuuc�000 uuc c���o n 2% . c4. 4 SHEET 3
/ oo ❑con000c000 _ D000000(TYP.) 6 0 �I °
_oonnnoocnoocO oDEE10Eon❑ ® I a I I y 204.8 TG a 2p48
/ ❑000000000eo 00El00DDO❑ 206.8 TC ° 204.0 1 p32 TCJ
�/ /
nFn0coEl cEl o Xn00000coDco. i 2 IE _F
O O O O =i ❑ .� r I a .. Id. ,
�' 204. > > v
(TYP.)
N 05'03 55" W 102.15' NO. 3 BACKING.
RIP -RAP OR EQUAL
® F.S. = 200.0±
MONUMENT 6" ABOVE THE GROUND STAMPED
"WHITE. 1938" HORIZONTAL:. 1" = 10'
:WEST SIDE OF GASCONY RD, 12.5 WEST OF CURB
AND 43' WEST OF POWER POLE YP12081 VERTICAL: N/A
FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
V: 313.681' DATUM: NAVD88
/ DATE: ��11�IL AA /�I ate--" '
" R.C.E. NO. 39726 MASIH MAHER �Z GLENN P M
ENGI EER l2 /t O / fL
DOUGLAS E. LOGAN EXP. 12 -31 -13 DATE HATE
WORK
w
g rn ,l• ``
2 5.0 IL
208.05 TW
20 I
' ESSIONq!
��" � �\ \� N � \
..,...
WIDEN BURGUNDY ROAD PER PLAN & CROSS- SECTION, SHEET 3.
BW
,
.. 1 �O QROF
E
., ,,. .. ... a. ....
LESS THAN 75,000 LBS.
Z
2O
CONSTRUCT P.C.C. PAVEMENT AT ENTRANCE FOR FIRE DEPT.
ENGINEERING & SURVEYING
209.5 TW
207.0 BW
N 05'03'55" W 125.64' 7
209.5 TW
209.0 TW
a
W c 39726
SINGLE SOURCE DEVELOPMENT CONSULTANT
APN 254-412-08
207.0 BW
206.0 BW
_W
*
310 S. TWIN OAKS VALLEY RD., #107 -297
TO 95 %.
j
s r
r civl�
,lF
SAN MARCOS, CA. 92078
4O
INSTALL CITY APPROVED GRASS -CRETE WITH SAME OR SIMILAR
I I
Or cj\0l_
(760) 510 -3152 Ph / (760) 510 -3153 Fax
%( O
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVA
EIGNED
D SDEL
DBMW BY:
cHECDDEL BY:
ENGINEERING
DEPARTMENT APPROVALS
O
INSTALL 6 "(MIN.) AREA DRAINS & -4 "(MIN.) PVC OR ABS
DRAINPIPE AS SHOWN ON PLAN.
M. n^
12,p 22i Is
DESCRIPTION:
3" USC &GS DISC IN 8 "x8" CONCRETE
CONSTRUCT MASONRY RETAINING WALL PER "C -3" OR EQUAL.
I
L'NS PREP ED UNDER
SUPERVISION OF
RECOMMENDED APPROVED
PR
MONUMENT 6" ABOVE THE GROUND STAMPED
"WHITE. 1938" HORIZONTAL:. 1" = 10'
:WEST SIDE OF GASCONY RD, 12.5 WEST OF CURB
AND 43' WEST OF POWER POLE YP12081 VERTICAL: N/A
FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
V: 313.681' DATUM: NAVD88
/ DATE: ��11�IL AA /�I ate--" '
" R.C.E. NO. 39726 MASIH MAHER �Z GLENN P M
ENGI EER l2 /t O / fL
DOUGLAS E. LOGAN EXP. 12 -31 -13 DATE HATE
WORK
TO BE DONE:
o
1
WIDEN BURGUNDY ROAD PER PLAN & CROSS- SECTION, SHEET 3.
O
TO BE DESIGNED & MAINTAINED FOR FIRE TRUCK LOAD OF NOT
p
LESS THAN 75,000 LBS.
Z
2O
CONSTRUCT P.C.C. PAVEMENT AT ENTRANCE FOR FIRE DEPT.
W
TURNAROUND. TO BE DESIGNED & MAINTAINED FOR FIRE TRUCK
LOAD OF NOT LESS THAN 75,000 LBS. MIN. SECTION PER SOIL
ENGINEER'S RECOMMENDATION OF: 6 ", 3500 PSI CONCRETE W/
_W
#3 REBAR ® 18" O.C., EA. WAY, OVER SUBGRADE COMPACTED
TO 95 %.
f" 3O
INSTALL PERVIOUS PAVERS PER SECTION, SHEET 3
4O
INSTALL CITY APPROVED GRASS -CRETE WITH SAME OR SIMILAR
SECTION AS SHOWN FOR PERVIOUS PAVERS, SHEET 3.
%( O
CONSTRUCT D.G. PATHWAY AS SHOWN. MIN SECTION OF 4"
H
COMPACTED D.G. OVER SUBGRADE COMPACTED TO 90 7..
O
INSTALL 6 "(MIN.) AREA DRAINS & -4 "(MIN.) PVC OR ABS
DRAINPIPE AS SHOWN ON PLAN.
7O
CONSTRUCT ROCK - LINED DRAINAGE SWALE PER DETAIL, SHEET 3.
0
8O
CONSTRUCT MASONRY RETAINING WALL PER "C -3" OR EQUAL.
9O
I
CONSTRUCT BIO- RETENTION BASINS PER DETAILS, SHEET 3.
10
WATER DISTRICT TO INSTALL 1 -INCH COPPER WATER SERVICE &
�CK
DUAL METER PER WAS WS -09, WC -17 ® OWNER'S EXPENSE.
11
INSTALL "NO PARKING -FIRE LANE" SIGNS ALONG BURGUNDY
ROAD PER FIRE DEPT. STANDARDS . SIGNS TO BE ON BOTH
3.5' MIN `'.
SIDES OF ROAD SPACED APPROX. 100 -FEET BETWEEN SIGNS.
N
204
202.5 BtN
200.7
TF
SAN
DIEGO WATER
DISTRICT
NOTES
Ln
N 1.
WATER MAINS, LATERALS AND APPURTENANCES SHALL BE
it
CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS
`o Z
OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE
rl
(WASC).
w "// 2.
REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES
Lo
NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF,
THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF,
to
ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
:d-
00 /
LIMITS OF THIS PROJECT.
z 3.
ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E.,
LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION
204.p T W
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
202,
BE
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL
200,p ew
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER
'
TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN
203.8 TGIF
PERMISSION BY SAN DIEGUITO WATER DISTRICT.
200.4 IE
4.
CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE
AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY
g
(FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH
IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER
FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS
COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET
?
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
j
STANDARDS AT THE OWNER'S EXPENSE,
5.
UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN
PARALLELING WATER SERVICES.
l" 6.
MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED
204
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
0 iW"
20p.S
VAULTS.
8w.,
199.3 `,
TF 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
O
REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1,
Z
2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL
Lv
(
REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
>
9.
ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS,
O
AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION
U
IN ACCORDANCE WITH WC -17 OR WC -18.
cl
r� f
(D W
z U
'
1) f (a)
w U
LLJ :D
,% i
Z O
j`
CD r)
w J
Ja
__....
�w
Q\
O\
U
O N Ln
N
z
Q (:D
10 5 0 10 20
G✓
Ln
g O
SCALE IN FEET
SCALE: 1" = 10'
Q
Z
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT o
ELIMINARY GRADING & DRAINAGE PLAN FOR: Z
w
MENDIOROZ RESIDENCE Ecurf^Nr- 2 -G �o
1444 BURGUNDY ROAD w =
CASE NO. 12 -086 CDP A
h _
11 (TYP,)
N 05'43'13" W 214.28'
i
1' V PER
rl N co
C?
0)
to
N
Q 0,
Q
egSeMENT
R
APN 254- 181 -20
C
• v
p 4
v
I
209
�
N
Q:. ■ ■■ ■
■ ■ { 11 I■ f f ■ ■ I
■
■
■ .. . 111 ■ ■
WNW
■ ■ ■■ ■ ■ 1■
GARAGE
FF =210.0 cd
PAD= 208.75 cy
IN D
�i
i
p
v
P
o
�
d
a
v
O WIDEN BURGUNDY ROAD PER PLAN & CROSS- SECTION,
v
v
• v
p 4
v
I
209
�
N
Q:. ■ ■■ ■
■ ■ { 11 I■ f f ■ ■ I
■
■
■ .. . 111 ■ ■
WNW
■ ■ ■■ ■ ■ 1■
GARAGE
FF =210.0 cd
PAD= 208.75 cy
IN D
�i
i
p
(TYP.)Q
209
I
0
12
Z
co
rn
V
a
X_
--�
rrJ
t
�\
RESIDENCE
FF =210.0
PAD= 209.35
hill
t INS
- 4 �E
%N67L4%h,
621%
@ OUTLET \ 206.8
LE =206.0 9 To
AS
1ISTRICT APPROVAL °E1
FA
. m
w
0
1
13
m
WORK TO BE DONE:
o
w
O WIDEN BURGUNDY ROAD PER PLAN & CROSS- SECTION,
SHEET 3. TO BE DESIGNED & MAINTAINED FOR FIRE TRUCK
p
if
LOAD OF NOT LESS THAN 75,000 LBS.
z
/-EXIST °
•
i
2Q CONSTRUCT P.C.C. PAVEMENT AT ENTRANCE FOR FIRE DEPT,
LLI
g
SD
WO -64`11
TURNAROUND. TO BE DESIGNED & MAINTAINED FOR FIRE
' • •r s
— —
— — — — —_
— — — TRUCK LOAD OF NOT LESS THAN 75,000 LBS. MIN. SECTION
°
PER SOIL ENGINEER'S RECOMMENDATION OF: 6 ", 3500 PSI
, s �y�'�
O.C„ EA. WAY, OVER
CONCRETE W/ #3 REBAR @ 18"
/
DESCRIPTION
PN
254 - 181 -11
SUBGRADE COMPACTED TO 95X
�1
/■■�L`
INSTALL PERVIOUS PAVERS PER SECTION, SHEET 3
�1��
INSTALL CITY APPROVED GRASS -CRETE WITH SAME OR
6�
RIZONTAL: 1"
10'
SIMILAR SECTION AS SHOWN FOR PERVIOUS PAVERS,
IN
p
SEE SHEET 3.
in
N 05'4313"
W 98.01'
.1.11 '/ �. . , , : :li.,�:. 1a1: ■i.
III.
®
®.
(TYP.)Q
209
I
0
12
Z
co
rn
V
a
X_
--�
rrJ
t
�\
RESIDENCE
FF =210.0
PAD= 209.35
hill
t INS
- 4 �E
%N67L4%h,
621%
@ OUTLET \ 206.8
LE =206.0 9 To
AS
1ISTRICT APPROVAL °E1
FA
. m
w
0
1
13
m
<
r
— — O - OMITTED-
Q INSTALL 6 "(MIN.) AREA DRAINS & 4 "(MIN.) PVC OR ABS
DRAINPIPE AS SHOWN ON PLAN. ,3�>
r'f 0 CONSTRUCT ROCK -LINED DRAINAGE SWALE PER DETAIL,
- - - - -- -- - - - - - -- -------------- NO, 2 BACKING SHEET 3.
' I RIP -RAP @
F.S.= 202.0± _/ CONSTRUCT MASONRY RETAINING WALL PER 'C -3" OR V
N I
F 9Q CONSTRUCT BIO- RETENTION BASIN PER DETAIL THIS SHEET. O
202.3 TW 1p WATER DISTRICT TO INSTALL 1 -INCH COPPER WATER
I
r7 TO ACT SERVICE & DUAL METER PER WAS WS -09, WC -17 @
° AS WEIRk OWNER'S EXPENSE.
SG i
4" MINUS ROCK 11 INSTALL "NO PARKING -FIRE LANE" SIGNS ALONG BURGUNDY
@ OUTLET ROAD PER FIRE DEPT. STANDARDS . SIGNS TO BE ON BOTH
2 I I I.E. =201.5 SIDES OF ROAD SPACED APPROX. 100 -FEET BETWEEN
SIGNS.
IEj{ �?0("ryR) SAN DIEGUITO WATER DISTRICT NOTES
J'
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE
I % CONSTRUCTED ACCORDING TO THE STANDARD
( clq it ? I �^, SPECIFICATIONS OF THE CURRENT WATER AGENCIES'
206' STANDARDS T r` ;' STANDARDS COMMITTEE (WASC).
a 01.5 g W /
I ( 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT
11 1 z o DOES NOT CONSTITUTE REPRESENTATION AS TO THE
z o I ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
J I i 0 co NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
I I a 4`4- STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
i
0 00
z ¢ 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN,
I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED
a i f CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
g In PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED
o a �` N WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS.
v ai C-4 r ;° r� ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
{` ° ( WATER DISTRICT.
I
Q 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE
AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY
3 !� (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.)
WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED
9 1 WATER FACILITIES MUST MEET CURRENT WATER AGENCIES'
s 8 STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES
' 1 j DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
Ali 4" MINUS ROCK J TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
(t @ OUTLET
2p5.81 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN
LE.= 201.5r
?o "o V�G �: fF PARALLELING WATER SERVICES.
a
3
�1 2`=-` 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED
0.0 E?w BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND
� I ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF
� i1 DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER
-- - - - - -- 205 - -- -- �3 METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
0 ~'rL - 70 S.F. 4'x93'
20 2p4 BIORETENTION t SERVING.
f204" 203 f INFILTRATION r 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS z
r/ W ~J 2p2` l REQUIRING THAT NO -LEAD BRASS BE USED IN THE
fr r
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM Ld
h EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW,
N 03'55" W 102.15' j� 202 0 BW N0� DISTRICT
B SHALL ALL MATERIALS TO BE �O
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS,
ff / AND SERVICES SHALL BE PROVIDED WITH CATHODIC w
- . - -- 200 U
PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. Z
' R ETAI N I N G WALL LEGEND u
...... ... -__ _ ______._____,__ . ! • TW - FINISH ELEVATION ® TOP OF WALL z O
• BW - FINISH GRADE @ BOTTOM OF WALL C7
TF -TOP OF FOOTING ELEVATION z
w .
1 APN 254 - 412 -04
f N0. 2 BACKING 1 I
RIP-RAP a Air% T � � �
�QROFESSIO�,�� „', ki A I A >
ENGINEERING & SURVEYING
I
! W c aszzs m SINGLE SOURCE DEVELOPMENT CONSULTANT
TIN f I ! * 310 S. TWIN OAKS VALLEY RD., #107 -297
4CT t mT c�vy� �e SAN MARCOS, CA, 92078
VEIR! 1 I i °Te Fo¢`� (760) 510 -3152 Ph / (760) 510 -3153 Fax
i f OF SAO
D r: CIfE DEL BY: ENGINEERING DEPARTMENT APPROVALS w
EL W DEL
S PREPA NDER SUPERVISION F RECOMMENDED: APPROVED: PRE
DATE: 3 —�3 /j /� l_
39726 MASIH MAHER Goa GLENN PRUIM
NGINFER 4&/ 3
DOUGLAS E. LOGAN EXP. 12 -31 -13 nATF nATF
J
J Q
<:2
~ Lil
Q �
Q�
0
O LN
N
/� /CI,J SNCC7 10 5 0 10 20 < °
Ln
SCALE IN FEET g O
SCALE: 1" = 10' Z
F ENCINITAS — ENGINEERING SERVICES DEPARTMENT o
GRADING & DRAINAGE PLAN FOR: W Z
MENDIOROZ RESIDENCE
11 422 -G wo
1444 BURGUNDY ROAD z =
CASE NO. 12 -086 CDP MCUCCY n A nC W tZ
WORK TO BE DONE:
o
w
O WIDEN BURGUNDY ROAD PER PLAN & CROSS- SECTION,
SHEET 3. TO BE DESIGNED & MAINTAINED FOR FIRE TRUCK
p
if
LOAD OF NOT LESS THAN 75,000 LBS.
z
/-EXIST °
8"A.C,P. PER
i
2Q CONSTRUCT P.C.C. PAVEMENT AT ENTRANCE FOR FIRE DEPT,
LLI
g
SD
WO -64`11
TURNAROUND. TO BE DESIGNED & MAINTAINED FOR FIRE
—
— —
— — — — —_
— — — TRUCK LOAD OF NOT LESS THAN 75,000 LBS. MIN. SECTION
°
PER SOIL ENGINEER'S RECOMMENDATION OF: 6 ", 3500 PSI
, s �y�'�
O.C„ EA. WAY, OVER
CONCRETE W/ #3 REBAR @ 18"
/
PN
254 - 181 -11
SUBGRADE COMPACTED TO 95X
INSTALL PERVIOUS PAVERS PER SECTION, SHEET 3
INSTALL CITY APPROVED GRASS -CRETE WITH SAME OR
6�
SIMILAR SECTION AS SHOWN FOR PERVIOUS PAVERS,
p
SEE SHEET 3.
N 05'4313"
W 98.01'
<
r
— — O - OMITTED-
Q INSTALL 6 "(MIN.) AREA DRAINS & 4 "(MIN.) PVC OR ABS
DRAINPIPE AS SHOWN ON PLAN. ,3�>
r'f 0 CONSTRUCT ROCK -LINED DRAINAGE SWALE PER DETAIL,
- - - - -- -- - - - - - -- -------------- NO, 2 BACKING SHEET 3.
' I RIP -RAP @
F.S.= 202.0± _/ CONSTRUCT MASONRY RETAINING WALL PER 'C -3" OR V
N I
F 9Q CONSTRUCT BIO- RETENTION BASIN PER DETAIL THIS SHEET. O
202.3 TW 1p WATER DISTRICT TO INSTALL 1 -INCH COPPER WATER
I
r7 TO ACT SERVICE & DUAL METER PER WAS WS -09, WC -17 @
° AS WEIRk OWNER'S EXPENSE.
SG i
4" MINUS ROCK 11 INSTALL "NO PARKING -FIRE LANE" SIGNS ALONG BURGUNDY
@ OUTLET ROAD PER FIRE DEPT. STANDARDS . SIGNS TO BE ON BOTH
2 I I I.E. =201.5 SIDES OF ROAD SPACED APPROX. 100 -FEET BETWEEN
SIGNS.
IEj{ �?0("ryR) SAN DIEGUITO WATER DISTRICT NOTES
J'
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE
I % CONSTRUCTED ACCORDING TO THE STANDARD
( clq it ? I �^, SPECIFICATIONS OF THE CURRENT WATER AGENCIES'
206' STANDARDS T r` ;' STANDARDS COMMITTEE (WASC).
a 01.5 g W /
I ( 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT
11 1 z o DOES NOT CONSTITUTE REPRESENTATION AS TO THE
z o I ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
J I i 0 co NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
I I a 4`4- STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
i
0 00
z ¢ 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN,
I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED
a i f CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
g In PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED
o a �` N WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS.
v ai C-4 r ;° r� ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
{` ° ( WATER DISTRICT.
I
Q 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE
AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY
3 !� (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.)
WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED
9 1 WATER FACILITIES MUST MEET CURRENT WATER AGENCIES'
s 8 STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES
' 1 j DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
Ali 4" MINUS ROCK J TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
(t @ OUTLET
2p5.81 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN
LE.= 201.5r
?o "o V�G �: fF PARALLELING WATER SERVICES.
a
3
�1 2`=-` 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED
0.0 E?w BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND
� I ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF
� i1 DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER
-- - - - - -- 205 - -- -- �3 METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
0 ~'rL - 70 S.F. 4'x93'
20 2p4 BIORETENTION t SERVING.
f204" 203 f INFILTRATION r 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS z
r/ W ~J 2p2` l REQUIRING THAT NO -LEAD BRASS BE USED IN THE
fr r
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM Ld
h EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW,
N 03'55" W 102.15' j� 202 0 BW N0� DISTRICT
B SHALL ALL MATERIALS TO BE �O
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS,
ff / AND SERVICES SHALL BE PROVIDED WITH CATHODIC w
- . - -- 200 U
PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. Z
' R ETAI N I N G WALL LEGEND u
...... ... -__ _ ______._____,__ . ! • TW - FINISH ELEVATION ® TOP OF WALL z O
• BW - FINISH GRADE @ BOTTOM OF WALL C7
TF -TOP OF FOOTING ELEVATION z
w .
1 APN 254 - 412 -04
f N0. 2 BACKING 1 I
RIP-RAP a Air% T � � �
�QROFESSIO�,�� „', ki A I A >
ENGINEERING & SURVEYING
I
! W c aszzs m SINGLE SOURCE DEVELOPMENT CONSULTANT
TIN f I ! * 310 S. TWIN OAKS VALLEY RD., #107 -297
4CT t mT c�vy� �e SAN MARCOS, CA, 92078
VEIR! 1 I i °Te Fo¢`� (760) 510 -3152 Ph / (760) 510 -3153 Fax
i f OF SAO
D r: CIfE DEL BY: ENGINEERING DEPARTMENT APPROVALS w
EL W DEL
S PREPA NDER SUPERVISION F RECOMMENDED: APPROVED: PRE
DATE: 3 —�3 /j /� l_
39726 MASIH MAHER Goa GLENN PRUIM
NGINFER 4&/ 3
DOUGLAS E. LOGAN EXP. 12 -31 -13 nATF nATF
J
J Q
<:2
~ Lil
Q �
Q�
0
O LN
N
/� /CI,J SNCC7 10 5 0 10 20 < °
Ln
SCALE IN FEET g O
SCALE: 1" = 10' Z
F ENCINITAS — ENGINEERING SERVICES DEPARTMENT o
GRADING & DRAINAGE PLAN FOR: W Z
MENDIOROZ RESIDENCE
11 422 -G wo
1444 BURGUNDY ROAD z =
CASE NO. 12 -086 CDP MCUCCY n A nC W tZ
12" ENGINEERED
SOIL LAYER
12" CRUSHED
ROCK LAYER
REMOVE & REPLACE
EXISTING PAVEMENT WITH
PROPOSED ACCESS SECTION
214
uI1:
N
10 5 0 10 20
BURGUNDY ROAD IMPROVEMENTS SCALE IN FEET
SCALE: 1" = 10' SCALE: 1" = 10'
RETAINS WALL
EE BIO- RETENTION DETAIL THIS SHEET
FOR TREATMENT AREA CONSTRUCTION
6" PVC RISER
WITH LANDS E
DRAIN 0 P
M�E�i7
I
MASONRY 0
P.C.C. WALL
PER PLAN
I
BW PER PLAN
4" MINUS ROCK
ALONG EDGE
a
CROSS-
BLEND 2
�— EXIST.
6 "x16" P.C.C!
ZERO CURB
CROSS- SECTION - IMP 2 SEE BIO -RE TION DETAIL TH
NOT TO SCALE SHEET FOR TMENT AREA
CONSRU N
AREA REQ'D = 370 S.F.
VOLUME REQ'D = 325 C.F. _
6" PVC RIS
WITH LANDSCA
DRAIN ON TOP
DEEP ROOTED, DENSE, DROUGHT
TO NT PLANTING SUITABLE
ELL DRAINED SOIL �
ID CLEANOUT SW}EP
L F.G. =208.0
RAND RISER,+ 12 °...:Aij: =7 \r7\-\7
RELOCATE CIRCULAR
WOOD POSTS ADJACENT
TO NEW IMPROVEMENTS
213
W
TAI LS
N — .r.
1
24' CLEAR
2' 1, 22' A.C. $'
6 "x16" P.C.C.
FLUSH CURB
(TYP.)
.._V`\_
e
1
.....
05'43'13" W 214.28'
PERVIOUS PAVERS TO ACT `4" A.C. /6" CL 11 BASE OR
EQUAL. "R" VALUE TO
AS DRAINAGE SWALE. SLOPE N
BOTH SIDES TO CENTER, SEE DETERMINED BY SOILS ENGINEER.
SECTION THIS SHEET.
PROPOSED ACCESS SECTION
NOT TO SCALE
P.C.C. ZERO CURBS (TYP.) OR
RETAINING WALL PER PLAN
ROCK -LINED SWALE PER
DRAINAGE DETAIL THIS SHEET
`-4" PVC /ABS TO
/w RIP -RAP ® CORNER
CR 'S-SECTION - IMP 1
NOT TO SCALE
OUTLET AREA REQ'D = 370 S.F.
SOLID PIPE fI VOLUME REQ'D = 310 C.F. 1 11
AFL
S05 UT-VA-TED lTAT A4 Ftt'r <6—�l eA
6A to SNIT ZA
BENCHMARK SCALE SPECIAL DISTRICT APPROVA Y: RA'
DE BN
'ON: 3" USC &GS DISC IN 8 "X8" CONCRETE / Pt S PREP RED I
MONUMENT 6" ABOVE THE GROUND STAMPED
"WHITE. 1938" HORIZONTAL: 1" = 10'
I: WEST SIDE OF GASCONY RD. 12.5' WEST OF CURB
AND 43' WEST OF POWER POLE JP12081 VERTICAL: N/A
FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK (EFR
N: 313.681' DATUM: NAVD88 I DOUGLAS E. LOGAN
�1" ID PERFORATED PI
1" I Ib PIPE J TO ACT AS OUTFLOW ORI
MINIMUM 10' IN LENGTH OR
MULTIPLE SEGMENTS TO EQUAL
BIORETENTION BASIN DETAIL
NOT TO SCALE
CHANGE NO.1 DESCRIPTION I APPROVED I DATE
0
_+,
SMOOTHLY
APN 254 - 181 -20
D
v '
a a a
4 Q
v
v
v
v
BLEND TO
EXIST. (TYP.)
PEI
PL/
0
3Hvvuu 1 1 / (E) AC
A.C. SECTION ® SAWCUT LINE
NOT TO SCALE
ozaw
�w _
� U �
z�'acn
wOfO,Z�
a- �7__j
-�Q
57< I--
ww
Z
0
0
OD
J
s
CD
z
U
'\A
O
6" BURY EACH �l ROCK OVER
SIDE MIRAFI FW 400 AQUA BRIC Li
GEOTEXTILE LINING. O U
a DRAINAGE SWALE I'[� �I y, z
NOT TO SCALE • V 7G 6 I�' \I��S %� ,;�.
p y� a'' 2" SAND OR L� C)
'flK��iESS ~ 1 "'I- 0 o OTHER APPROVED w
PERVIOUS BEDDING o
as as oa a
4„ 3/8" ROCK W _I
EXTEND P.C.C. FLUSH GEOTEXTILE FABRIC
CURB TO CONTAIN ENTIRE OVER SUBGRADE 12" 3/4" ROCK Q Q
AQUA -BRIC SECTION COMPACTED TO 95% 1 w
1n
Q\
O
y
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
CHECKED BY: DEL ENGINEERING DEPARTMENT APPROVALS
SUPERMSIO OF RECOOM/MJENDEED�:/� APPR VED:
DATE: Y. tt- t-L '10. / (Z � �--
_ R.C.E. N0. 39726 MASIH MAHER GLENN PqIJfM
EXP. 12 -31 -13 In ATU j
z L a/ L .,., 12 31' tL.
PERVIOUS PAVER SECTION U\
NOT TO SCALE O N Ln
NOTE: SECTION SUBJECT TO MODIFICATION BY =
SOILS ENGINEER, CITY & /OR MANUFACTURER Z
aO
Of
Ln
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
x961+P89E.lTlGftMGEBEA@15 VAMP fPt04t4 FOR:
MENDIOROZ RESIDENCE
1444 BURGUNDY ROAD
CASE NO. 12 -086 CDP
LJ
�CD
Q QO
Z
� o
� Z
11422 — G L o
z=
L.J a_
''
w
3
a
a
o-
� N
III N
1
0
3Hvvuu 1 1 / (E) AC
A.C. SECTION ® SAWCUT LINE
NOT TO SCALE
ozaw
�w _
� U �
z�'acn
wOfO,Z�
a- �7__j
-�Q
57< I--
ww
Z
0
0
OD
J
s
CD
z
U
'\A
O
6" BURY EACH �l ROCK OVER
SIDE MIRAFI FW 400 AQUA BRIC Li
GEOTEXTILE LINING. O U
a DRAINAGE SWALE I'[� �I y, z
NOT TO SCALE • V 7G 6 I�' \I��S %� ,;�.
p y� a'' 2" SAND OR L� C)
'flK��iESS ~ 1 "'I- 0 o OTHER APPROVED w
PERVIOUS BEDDING o
as as oa a
4„ 3/8" ROCK W _I
EXTEND P.C.C. FLUSH GEOTEXTILE FABRIC
CURB TO CONTAIN ENTIRE OVER SUBGRADE 12" 3/4" ROCK Q Q
AQUA -BRIC SECTION COMPACTED TO 95% 1 w
1n
Q\
O
y
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
CHECKED BY: DEL ENGINEERING DEPARTMENT APPROVALS
SUPERMSIO OF RECOOM/MJENDEED�:/� APPR VED:
DATE: Y. tt- t-L '10. / (Z � �--
_ R.C.E. N0. 39726 MASIH MAHER GLENN PqIJfM
EXP. 12 -31 -13 In ATU j
z L a/ L .,., 12 31' tL.
PERVIOUS PAVER SECTION U\
NOT TO SCALE O N Ln
NOTE: SECTION SUBJECT TO MODIFICATION BY =
SOILS ENGINEER, CITY & /OR MANUFACTURER Z
aO
Of
Ln
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
x961+P89E.lTlGftMGEBEA@15 VAMP fPt04t4 FOR:
MENDIOROZ RESIDENCE
1444 BURGUNDY ROAD
CASE NO. 12 -086 CDP
LJ
�CD
Q QO
Z
� o
� Z
11422 — G L o
z=
L.J a_
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
• A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH
AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE.
EROSION CONTROL
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON —SITE CONSTRUCTION MATERIAL STORAGE
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON— RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
• POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
• PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
• FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
STORMWATER POLLUTION 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.
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.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
SILT FENCE
EXISTINC
GROUND
20'MIN.
1 -1/2"
CRUSHED
ROCK
BLIC RIGHT -
OF —WAY
C RIGHT —OF —WAY
PLAN LPROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT —OF —WAY
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
R, % le L
`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
PLANT SLOPES
IMMEDIATELY
AFTER GRADING.
3 BAGS HIGH (MAX.)
2 BAGS HIGH (MIN.)
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
NO SCALE
GRAVEL BAG CHECK DAM
Il
CHANGE N0.
DESC IPTI N
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVA
DESIGNED DRAM eY: CHECKED BY:,
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DESCRIPTION: 3" USC &GS DISC IN 8 "X8" CONCRETE
HORIZONTAL: 1" = 20'
VERTICAL: N/A
LAS PREP D UNDER SUPERVISION OF
DATE: (
R.C.E. N0, 39726
EN GI ER
DOUGLAS E. LOGAN EXP. 12 -31 -13
RECOMMENDED: APPROVED: / ,
,�/) ^ ^ •/ 1. ,
V � / V , IIL it�PE:fEIIiYY/
MASIH MAHER �� GLENN P
2
nATF / 2 u / /� nATr7 3/ • /2
EROSION CONTROL PLAN FOR:
MENDIOROZ RESIDENCE
1444 BURGUNDY ROAD
CASE NO. 12 -086 CDP
ill 422- G
MONUMENT 6" ABOVE THE GROUND STAMPED
_"WHITE. 1938"
�
(
LOCATION: WEST SIDE OF GASCONY RD 12.5' WEST OF CURB
.� •/
AND 43' WEST OF POWER POLE ;FP12O81
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 313.681' DATUM: NAVD88
CI -IFFY a n� d
r
IY �
� O
U
Cn
L7
Z U
pf @j
w O
W Z
Z O
E5 p
Z
Ld
J Q
Q :�i
~ W
(n
O
U
O N
Ln
U r7
ZI
¢O
Qf
Ln
O
Q co
Z
140
I
•
■
■