2004-9095 G (Plans)NoText
I I I
i IMPORTED GRANULAR BACK FILL
I PER SOILS ENGINEER REPORT
I
I I
� 8' C.M.U., SLD. GROUT - 1 11
EX. RETAININ f m= 1500. psi, Fy- 60000. psi I 11=
I WALL (TO R AIN) Lo I #4 0 16.' Vert 0 Edge
I
I A I IMPORTED GRANULAR BACK FILL
I + I 11 = PER SOILS ENGINEER REPORT
I </,_�/-2 3 %'}" I
I I #4 0 16" Horiz (typ)
.15 8' C.M.U.,_SLD. GROUT -
fm= 1500. psi, - Fy-- 60000. psi ��-
- 4 0 16' Vert 0 Edge /
/ O I u
I I I
#4 0 16" Horiz (typ) 2 3/4"
END #7 ® 8 o..
�� � C _
I I I _ _j I
I I I I IW III ° z �� I X I D 0 8 „ o.c.
I 2 3/4
I I c�� I ( b 12' C.M.U., SLD. GROUT 4 _ ' SEEeFOR WALL DRAINAGE "
I � I I I I I X° I I I + X fm= 1500. psi, Fy= 60000. psi a
rJ BEGIN #4 0 16" o.c. 8" C.M.U., SLD. GROUT SEE X FOR WALL DRAINAGE
I I I I I ( w # O 8' Vert 0 Edge fm= 1500. psi, Fy= 60000. psi e
I I I I " a I =
LOT 205, MAP MD. 454 I I I j 2 /� I - #5 0 8' Vert O Edge _j " _
APN 260-521-01 I ( j 3" I 2" BEGIN 0 16 o.c.
' I 4 68 PVC 1 \ m �I� ( 5 0 16" o.c. N �j=��� 0 12" o.c. N
49 . -III= III =III= = III = III =III= _
1 �A _- _ ---- �_ --
� 1 I T HORIZ. AS SHOWN
I I + #5 HORIZ. AS SHOWN
I '_ --
I 4 1 1 4" DIA. H � 5" 4" DIA. H =
I � -- - "
I I I 1 Z 7 0 8" o.c. � 5 HORIZ. AS SHOWN #5 O 8 o.c. 1 1 - 0 # HORIZ. AS SHOWN
w< #
I I 1 I ^ ( zW 1 -10 "
� Cr / / \ "
C41 r r / v I �. ,� " A -2
3.58
RETAINING WALL A -1 RETAINING WALL
I ( �
Scale: 1" = 2'
S103.91 '� _ Scale: 1 = 2
EX. RESIDENCE
I I I IMPORTED GRANULAR BACK FILL
I I I w
I � PER SOILS ENGINEER REPORT
I I �'
8" C.M.U. SLD. GROUT
I ° ,r \ I fm= 1500. psi, Fy= 60000. psi 11=
$ 0) I 6i W I / i # 0 16' Vert 0 Edge
ALA_ I o \�
ts I r . = _
o l � � � " � 2 -3/4" I
r c -t5
I # ®16 Horiz (typ)
C _ I 1 FL 1 2.00
rn i
cv 0 ! \
C" LA_ > l ( l �/ \ w END # o.c.
o - o w / 1 ® 7.6• C / \ '�/� 00- I
FG 109.50 _
I 107.85 Z 274MIN.) FG 109.40 27.(MIN.) 1 `` 2 Q "
Q wm n � / I fm= 1500. psi, Fy �� BEGIN 0 16 o.c.
STA 0 +85.27 1 F`G 09 50
12 C.M.U., SLD. GROUT I
/R;_1 09. �� X o XO o 01 CD
o i o / = 60000. p�
I ' w CD II / � 17 0 8" Vert 0 Edge _
EX. OPOSED RAINING WALL - c ST 1 + 9.19
(TO REMAIN ° ° ° / z „ rn
= c0 cn cn (( / v� �' � ^ 3 SEE 2 FOR WALL DRAINAGE
FL 108.01 _ 0.87 W w ® ��
i w 12 CONC.
f c= 2500. psi, F 60000. psi _
#7 0 8" Vert 0 Edge 2"
106.80 I 15.47 4 P 012 O.C. N _
M - - 032.1%
FG(103.80) I I �' FL 106.70 FG 109.0 I = III = III =III= _
I I = I 0 I -, - _-- -;
r w
-
- 2.9% -
i i of II - , 5 6V + o i #5 HORIZ. AS SHOWN .
- A SZP �` F Q x°� I 4' DIA. HOOK _ �8.5"
I) -- - \ - ~ " 5 HORIZ. AS SHOWN
-,
__ - -- F 109. _
I _
TA _0+99.94 ; FG 109. FG 109. _
. -. _ _ _ ___ 7 ® 8" o. or
1 �
-- - - - -- _
-- - - + N OPOSED RETAINING WALL 1 -1 7' - 3"
2 ^ CONC. TCH
1 Q(.
CONIC. �TCH Rb -
;.� TO REMAIN ^ cli RE 1�AIN � o �i, o N � _ � ° � - - RETAINING
WALL "A -3"
o o - - - - - - - o - - - o i u- 13W Scale: 1" - 2'
6m
EX. FENCE APPROX. LOCATION OF PROPERTY TINE EX. FENCE m
EX 5 DRAINAGE EASEMENT EX. -9
(
TO REMAIN) �
g
(TO REMAIN) PER DOC. NO. 128389 (TO REMAIN)
REC. JUNE 23, 1960
1 CONSTRUCTION LEGEND
(D 12 "X 12" CATCH BASIN PER DETAIL "B" ON SHEET 3
SEE RETAINING WALL PROFILE ON SHEET 3 2Q PIPE OUTLET THROUGH WALL
s SYMBOL LEGEND
SITE GRADING AND RETAINING WALL PLAN FILTER MATERIAL 1" MAX nESr.RIPTION SYMBOL
SCALE: 1" = 5' 4" DIA PERF. PIPE SHED AGGREGATE WRAPPED NOTES
ELEVATION, TOP OF FOOTIN TF
FULL LENGTH WITH FILTER CLOTH ELEVATION, TOP OF WALL TW
1 ALL PVC DRAMrAG PIPES SHALL CONFORM TO SDR -35 PER ASTM D3034. ELEVATION, TOP OF CURB TC
OR 'SURE -LOK F477` AS MANUFACTURED BY RANCOR INC (AASHTO M252, TYPE S)
_ �w p j&N% 2) LENGTHS ON DRNNAGE PIPE ARE FROM CENTER OF STRl1CT M TO CENTER ELEVATION, FINISH
SURFACE FS
5 0 5 10 _ ELEVATION, FINISH GRADE FG
3) CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND ELEVATION, TOP OF GRATE TG
Scale: 1" = 5' � pFESSI WATER, SEWER AND SNAG SH ALL PRIOR IO� FOR NEW ELEVATION, FLOW LINE
FL
QA Op ELEVATION, INVERT ELEVATION IE
L ps F ROOF DRAIN OUTLET RD
OW SINS • LW PIAWW c% FLOOR DRAIN O m ET FD
® e terra
Engineefing Inc. � , o RETAINING WALL DRAIN DETAIL
1843 Campesino Place
DETAIL REFERENCE C ETAIL LABEL
Oceanside, CA 92054
T ole :
Oceanside, e, CA oz * * NO SCALE 2 SHEET NO.
Far (7e0) 439 -zeae sr Clvm
q 'eOF CAUF�P z
CITY APPROVED CHANGES BENCH MARK
Z�
NO. DESCRIPTION
APPROVED BY REFERENCES DATE DESCRIPTION: PAINTED 'x" SCALE PLANNING AND BUILDING
D ESIGNED BY: DRAWN BY: HE KED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
N0. Z
HORIZONTAL APPROVAL PLANS EPARED UNDER THE SUPERVISION OF: R ENDED APPROVED GRADING PLAN FOR:
W c A
LOCATION: IN BROW DITCH NEAR SOUTHWEST 1•= 5. DATE: S MITH RESIDENCE 9095 -Ci
CORNER OF SITE - OT 205 POINSETTIA HEIGHTS UNIT 5 Md ro
VERTICAL BY: RICE 23080 BY: BY. I' ' ' z
RECORD FROM: ARBfTRARY _ DATE: DATE:_L, �10�_ MAP NO • 4564 SHEET 2 OF 4 co c�
100.00 M.S.L N A TITLE: GARY LI SKA EXPIRES 12/31/05 ♦ W
ELEVATION: DATUM:
PLOT DATE. 11/19/04
114
z
113 114
112 - '
_ A-c+w414
112
111 F C RSES SHA BE COR 11 VF LOCK 110 'A- ` WA "A -1 + ALL ' 3' +
WA 'A- W � WALL 111
109 _ - - - - - - -- - -
_ - 110
r � f x i X {,. ,4 1
1 i ,
08 X
x
1
t x' 09
x
F
107 - � T.
108
106 - 107
105 I - I I I _ 106
104 - — 105
103 — -�
I I I W* 104
102 -
-
— — OF DITCH _ �, o ,
. - — _ -- -- - - I ( _ � 0 103
t O1 t= - — — - - - - - -
' I I _ - -- a �J102
100 O cv OF DI T
OF EX. DIT J N `` 101
99 - - - - o
98 I ^ `` 1 rn a� 900
97 I FL 1 .00 of + I
96 o + J 98
T - 97
95 L ING EASTERLY L .ING N THERL L w ING S Y 96
95
+ 0 +85 0 +90 0 +95 1 +00 1 +05 1 +10 1 +15 1 +20 1 +25 1 +30 1 +35 1 +40 1 +45 1 +50 1 +55
1 +60 1 +65 1 +70 1 +75 1 +80 1 +85 1 +90 1 +95 2 +00 2 +05 2 +10 2 +15 2 +20 2 +25 2 +30 2 +35
2 +40
PROFILE: RETAINING WALL - - -. - - - -- -
SCALE: HORZ. 1 =5 , VERT. 1 =5
GALVANIZED STEEL SQUARE GRATE
SLOPE TO DRAIN 1X MIN. OPE TO DRAIN (1X MIN.)
COMPACTED SOIL / CONCRETE HARDSCAPE
Q I I 14 I��I I I - ( I � NDS 12" LOW PROFILE ADAPTER
l I I I 11 =1
NDS UNIVERSAL OUTLET
PVC SANITARY TEE
PVC PIPE 7 I W -'
J
f CRUSHED STONE TW . 7 I z Tw I�
FINISH GRADE 6.4 5.3 5.3
FINISH GRADE I � FINISH GRADE p
0.67' �
IN LINE CONNECTION I� EX. GRADE I FG 109.50 GRADE
EX. GRADE ,,J EX. GRADE I �
NOT TO SCALE 'oh \ TW I
$ FENCE - _ _ _ ad I � FENCE I - SEX. GRADE
REMAIN) I R0 REMAIN) EX. RETAIN. WALL
PROPOSED RETAINING WALL PROPOSED RETAINING WALL 0 � FENCE \ TO REMAAN �
GALVANIZED STEEL_ SQUARE GRATE NOTE: EX. WALL EX. RETAIN. WALL I I r0 REMAIN) PROPOSED RETAINING WALL _
SLOPE TO DRAIN 1X MIN. SLOPE TO DRAIN (I% MIN.) TO
AT SAME LOCATION BE REMOVEp 101.00 = (TO BE REMOVED ' IF 101.00
(� - - F 1 - I 7
I (101 I �
I I 1 17 --
I I I I - _ I I �1 = -_ - COMPACTED SOIL / CONCRETE HARDSCAPE I X. CONC. ITCH IF 99.67 I I -
X. CON C. I TCH
1 II I I I I U TO REMAINg I I AN
NDS 12 LOW PROFILE ADAPTER TO REM
I � I I
a - -I TO REMAINg
NDS UNIVERSAL OUTLET X. CONC.
PVC ELBOW I
PVC PIPE
SECTION P- P SECTION R- R SECTION S- S
SCALE: HORZ. 1"=5', VERT. 1'=5' SCALE: HORZ. 1'=5', VERT. 1 =5'
CRUSHED STONE SCALE: HORZ. 1 =5 , VERT. 1 =5 SECTION "Q "- "Q"
SCALE: HORZ. 1" =5', VERT. 1' =5'
END CONNECTION
NOT TO SCALE
B NDS SQUARE GRATE WITH ADAPTER
\_ 3 j NO SCALE
SYMBOL LEGEND
DESCRIPTION SYMBOL
ELEVATION, TOP OF FOOTIN TF
ELEVATION, TOP OF WALL TW
ELEVATION, TOP OF CURB TC
5 0 5 10 ELEVATION, FINISH SURFACE FS
ELEVATION, FINISH GRADE FG
Scale: 1" = 5' oQ ApFESSlp, 4 ELEVATION, TOP OF GRATE TG
'�
av ELEVATION, FLOW LINE FL
ter v�v S � Fy ELEVATION, INVERT ELEVATION IE
r s a Engineerinq Inc. LIP ' ROOF DRAIN OUTLET RD
® e
1843 Campesino P cc No. 230 o FLOOR DRAIN O UTI FT FD
Oceanside, CA 92054
Me: (780) 439 -2802
Fax (780) 439 -28ee DETAIL REFERENCE C HEFT LABEL CIVm grEOFCAUF�P
2 SHEET NO.
CITY APPROVED CHANGES BENCH MARK
Z
NO. DESCRIPTION APPROVED BY REFERENCES DATE DESCRIPTION: PAINTED "X" SCALE PLANNING AND BUILDING DESIGNED BY: DRAWN BY: CHECKED
BY: APPROVALS Z
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. WnN
LOCATION: IN BROW DITCH NEAR SOUTHWEST
HORIZONTAL APPROVAL PLAN PREPARED UNDER T SUPERVISION OF: RECOMMENDED APPROVER GRADING PLAN FOR:
z Sc 0) C4
��
CORNER OF SITE 1 5 ' � DATE: /I o SMITH RESIDENCE W W
VERTICAL - S' BY: ll GARY LIP bCA RCE 23080 BY: BY: LOT 205, POINSETTIA HEIGHTS, UNIT #5
9095 <o b
RECORD FROM: ARBITRARY 1' z r"
TITL
ELEVATION: 100.00 DATUM: M.S.L MAP N 4564
EXPIRES 12/31/05 DATE: -L �� DATE �'n
SHEET 3 OF 4
PLOT DATE: 11/19/04
_ I
STORMWATER POLLUTION CONTROL BMP NOTES
I RELATIVE TO CONSTRUCTION ACTIVITIES
I CONCRETE WASHOUT
CONTRACTOR SHALL A ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
1
EX. RETAININ I WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
WALL (TOR AIN) � WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LICE INTO THE
1 - I I i STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
1
+ I CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
II
l I
1 1 I I CONSTRUCTION SITE ACCESS
- - - - -- A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
15 I I ! I EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE
I I I USING MATERIAL SUCH AS GAVEL AND / OR CORRUGATED
1 I o (I I I STEEL PANELS/PLATES.
1 / I i
LAJ CONSTRUCTION VEHICLES
I 1 i I = Q A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN MALL BE DESIGNATED
1 ! ► v I I -� FOR CONSTRUCTION VEHICLES PARKING, VEHKLE REFUELING, AND ROUTINE
1 I II �I I I I Q EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF
-SITE.
I 1 I I �Q !III Q°
1 ! I ! ! I ow II ! ! i o EROSION CONTROL
1 ! (! I I I Xo ! ! I _o EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE
SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
4J Cl- EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MAT'S, ADEQUATE
1 LOT205y BAP W. 450 1 I � I I GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
1 I i
°APM 2CO °521-01 4 � " PVQ I I ! 1 1 � l 1 NO EXCAVATION AND GRADING ACTIVITIES ARE A LOWD DURING
WET WEATHER.
1 49 10 1 0 � `� DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
I I o_ o 1 CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
N I USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES..
tr
1 I I I ( 1 REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
z PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
Z OF THE NATURAL GORE (AVER. DO NOT REMOVE TREES OR SHRUBS
ui UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
I 1 / FL - 35 - 8T IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
1 1 BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO R
i I I I FS 103.91 SHIELD AND BIND THE SOIL
N
N i - I ! i I I I PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
EX. RESI DENCE I I I I GRADING ACTIVITIES ARE COMPLETE..
I I J I Z
Z i ► i i 3 I I / I WATER USAGE FOR DUST CONTROL SHALL THE MINIMIZED.
k" I z I \ z
u;
(NN -SITE CONSTRUCTION MATERIAL STORAGE
g 1 ° 1 I ; / \\ 1 o STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE
o AND SPILLAGE. CONTRACTOR SHALL STORE THESE PR(DUC1S WHERE THEY WILL
o I I ( v ( Q STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
° I I o CONTAINMENT FOR ALL FUEL STORED ON -SITE.
r C, x ��REDUCE OR RUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT
�' 'L I I F 1 Q ON -SITE. STOCKPILES MAY INCLUDE SOS, PARING MATERIALS, ASPHALT CONCRETE,
1. �� " I I 1 I AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
Q 1 0 o / ! I I \ FL 1 2.00 1 CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES
SHALL BE COVERED OR PROTECTED WITH SOIL STABIJZATIONN MEASURES AND
o >O // 1 / \\ PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT
1
1- o w w / 7.1 '- C ALL TIMES.
F HP @ 7.6 "
G 109.50 (o Z U TRAINING (- o `` FL 107.85 w 274MIN.) FG 109.40
2�.(MIN.) L 1 F 1 1.8
1 Q a� CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
1 STA 0 +85.27 CL r • m ,� N F 109150
O o o � o / ENgNiTAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF . ENCI�NTAS
FG 109.50 STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
y w ° �� ,1 , / / I AVAILABLE TO EVERYONE WORKING 01'\ SITE. THE PROPERTY OWNERS)
AND THE 00
EX. FENCE ROPOSED RETAINING WALL `D `" / i / T PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ABOUT STORMWATER 00 (7) rn S 1+ 9.19
(TO REMAIN ° o o / / / z REQUIREMENTS AND THEIR CHIN RESPONSIBILITIES.
TG 109.2
FL 108.01 �� -�( - �/ F 1 L 0.87 Z�
N
WASTE MANAGEMENT ` o // \\ 1 X° CONTRACTOR
SHALL BE RESPONSIBLE FOR PROSY DISPOSING G ALL WASTE
5.�,. _ `ti% - AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE
106.80 p = 15.4 - 4" PVC PRODUCTS ON THE GROUND, WHERE WATT] CAN CARRY THEM INTO THE
1 ! ) I - - - 0 32.1%
(NHI
FG(103.80) `ti� I -9 L 106.70 FG 109.50 I CONVEYANCE SYSTEM IS STRICTLY PRBITED.
4. PVC I c o Z I NO SEEPAGE FROM DUMPSTERS SHALL BE DISC HARUM INTO STORMWATER.
2.9% - 6� ' o� 1 BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
A SAP _ F 109.30 - - Q X o ( STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
FG 1050 - M 109.50 \ �- ``� - DUMPSTERS LIDS SHALL REMAIN CLOSED AT ALL TIMES; DUMPSTERS WITHOUT
- FG 109.50 I TA 0 +99.94 - FG 109.50 F
- _ - LAS SHALL PLACED 1MTHIN STRUCTURES WITH IMPERVf(x1S ROOFING OR
-- - - - - -- - - -- - -' k -
f
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
+ ROPOSED RETAINING WALL -
CONK. ITCH ^ `� �! ^ E ��ITCH o o = MATERIAL
_ o - - I � TO REMAINg o - o ° - - - - - - - - ,, - - - - - - - - ;� 1 - - Y� MANY
CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
_ GRAVEL BA S
- - - - - - - - VEHICLE FLUB BROKEN ASPHALT AND �-- � � �
� o S, CONCRETE, W000 AND CLEARED
CV LNi
O Z_ L.� I Q (K{ c9f1C �rYA
I Tr JRJC ry1-AJ VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO
- - _ - - _ �m AN APPR(N'RIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
- --C)--�,
EX. FENCE EX. 5' DRAINAGE EASEMENT APPROX. LOCATION OF PROPERTY LINE EX. FENCE EX. FENCE mZO INFO RMATIONN
ONN DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
(TO REMAIN) PER DOG. NO. 128389 (TO REMAIN) (TO REMAIN) I-
ric °o WASTE HOTUNE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS
REC. JUNE 23, 1960 '1 1260-512144 � ATCH -BASIN AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
I �JW I POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS
AND RECYCLING RECEPTACLES AROUND THE SITE.
PLAN VIEW PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY FOR LEAKS, CONTRACTOR SHALL PROVIDE SECONDARY
EROSION CONTROL PLAN 2 LAYERS CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
SCALE: 1" = 5' OF GRAVEL BAGS INLETS ON PERVIOUS SURFACES..
',.r (TYPICAL)
EROSION C 0 N T R 0 L LEGEND fl- = - -_�- UNLESS OTHERWISE ALL CONSTRUCTION DDS SHALL BE KEPT AWAY
FROM THE STREET,
DURING CONSTRUCTION NOTED GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AM C.EAWN UP
5 0 5 10 ' - --. ;
CATCH BASIN BERM PER DETAIL "M" ON SHEET 4 PpFESSIp ��y���� ,��i�������y����� \i��i�� " BELOW GRADE MATERIAL
THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
Q % �� ���� % i��i��i��i��i� \ i�i�
Scale: 1" = 5' �i� �pV LIP FOR �� �� �'���i�� \\ FOR MORE INFORMATION ON STORMWATER
POLLUTION! CONTROL MEASURES AND
CARL �� � NANO ��� W � I VIEW �p IREMENTS(7 0) 633�277C).T THE ENGINEERING DEPARTMENT, CITY
OF
� 9 terra Enginee%%n Inc. cc N0. x�eo NOT TO SCALE
1843 Campesino Place •
Oceanside, CA 92054 cIvA` �,P 4 CATCH BASIN BERM
Teie: (780) 499 -2802
Fax: (780) 439 -2888
OF CAl -CE
U
Z
CITY APPROVED CHANGES BENCH MARK
"
DESIG Y: DRAWN ' H K Y: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
NO. W
N0. DESCRIPTION APPROVED BY REFERENCES DATE DESCRIPTION: PAINTED "X SCALE PLANNING AND BUILDING
Z N
_ HORIZONTAL APPROVAL PLANS REPARED UNDER THE SUPERVISION OF: RECOMMENDED APPROV EROSION CONTROL PLAN FOR:
w v,
LOCATION: IN BROW DITCH NEAR SOUTHWEST 1 = 5 / r , / DATE: / SMITH RESIDENCE 9095 j
( N W
CORNER OF SITE " Da' : `-' / _ LOT 205, POINSETTIA HEIGHTS, UNIT #5
?i RCE 23080 BY: BY: z
- RECORD FROM: 110 0.0'4RY VERTICAL N/A BT GARY LI KA DATE:_ Z /G/ 04 DATE: MAP NO 4564
SHEET 4 OF 4 �
ELEVATION: 1 DATUM: M.S.L EXPIRES 12 31 05
PLOT DATE: 11/19/04