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ATTACH FILTER FABRIC
SECURELY TO UPSTREAM EXTRA STRENGTH FILTER FABRIC t
SIDE OF POST NEEDED WITHOUT WIRE MESH SUPPORT `
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STEEL OR WOOD POST I I NOTE: ROOF DRAINS SHALL DISCHRGE ONTO LANDSCAPE AREAS
t ; FOR STORM WATER POLLUTION CONTROL PURPOSES am
i TH
WITH TRAFFIC GRATE
77.8 TG
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7 7 . 0 IE IN WEST
78.5 IN SOUTH
7r MIN. I CONCRETE FLOOR 75.5 E MODEL 267
�`�� SU PU MP WITH CHECK VAL
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% 78.8 OUT (1-1/r PRESSURE)
12 MIN. I t o S �r � ��
LOT 7 M �YwALL
I 1 77. TF i+i� 1� gin
10 P" MAXIM m SPACING WITH 1 r STEPPPIINC3STONES WRN ah 78.6 Fs -- _ _ _ _ _ - PER �, 3 VAN
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SILT FENCE WIRE SUPPORT FENCE t "0, s t - :, r - - - -_ ..r - -
NOT TO SCALE Q 1.8M) MAXIMUM SPACING WETI-IOUT ��� ® I ; 7lo •.e - _
WIRE �.
SUPPORT FENCE 77.0 TF n' •A• ---- �'�
1 78.8 Fs a
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EROSION CONTROL '°^°' - - - _ _ - _fir:..: -� _ _ -- - : 4'
SUPPORTING POST 'C � +1 -_- -_.� - - -_ � • : • • : , � .. � : �P :• • . � / % 8•
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CAD.
SILT FILTER FABRIC GRADE TO 70: :• + ?- : • for /
d' x d' TAMPED BAC#AL L TOW NO 4�' - - _ #_ - - -_ - -- f v1t�R'►tEI►Y
IN
TO DISCHARi
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COASTAL Bta 1Ff - - -_ - - - • t 9� a
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SILT F - Gr,VG l _ 16e1E'._ 77�E
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SUBFACE CONSTRUCTION 81.5 TW : a _
NOT TO SCALE I 78.5 B W . r :. : mom �-- _ - -_ .5 7w ' C
grow _3_ - , . R S. 81'11 .2 FS sign
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AL BLUFF �y - - _ - _ _ _ - - '_ �" _ - -i" - !8 } 78.5 TF 77.7 E
vm * 78.0 FS
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81.5 TG
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/ 79.8 TG IN 1 1 R� _ ' - l - ,Q /
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78.4 E J 5 IE IN El1ST 0 P t belr* ! - � , -----
�- L / / / 77.3 E NV ---- LIBERTY PUMP. 287 IMF
SUMPPUMP,W1m ALVE e �� __ fir
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REMOVE EMSI TNG IV X P SECTION
j AT CURB RETURN, THAT TER FROM
' `z " ::• EXISTING BRICK PATH TO BE REMOVED FLOWING WESTERL N
Y, WITH C. PAVEMENT,
I f �•'¢=. i TO PR�IAIT PosmvE TO E SATISFACTION r
�' QJF>d'oUTtET /' V*m OF THE FIELD M! oR
,� �.• t •';(Is e / REMOVE QEBPIIB AND A.C. PAVEMENT N EXISTING
C, / GUTTER TO ALLOW DRAINAGE WESTERLY i
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LANDSCAPING REMOVE AND REPLACE DAMAGED SIDEWALK TO
__ - _ _ _ - _ _ - 9MID m k e?► THE SATISFACTION OF THE FIELD INSPECTOR / �t� i �� O
i
EROSION CONTROL
CONSTRUCT 1a x 1a APRON ' � ` ' � � nwr+x�• W
�
9t0UNOING EXISTING CATCH BASIN ,
/ GRADE TO DRAIN TO BASIN
N / Q
Mort via
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SECTi�ON�A A SECTI�QN B -B ;_____ _ -- -- t , � , � w
tt � ,� l ed H NOT
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PRIVATE MASONRY RETAINING WALL PRIVATE MASONRY RETAINING WALL e C
TYPE C-4 TYPE C-3 a / /
e �W
/ � W
NOTE: MI ''° °'" a
1. ALL AFFM TO BLIVE MMUM 2% AWAY FROM Z
� Z
A
2. Fi0l1NDATION DRAM M WA I ERPROOFM TO W PLACED ON
IN Q
AND ALONG EXTERIOR BUILDING WALLS WHERE SOIL AT AN ELEVATION z
GRAVEL BAGS ( j ~
GREATER THEN 0.9' BELOW FIPM a FLOOR ELEVATION. FOUNDATION
DRAM TO DRAIN INTO DRMNAOE IrLETS. SEE BUILDING PLAN. � w
& BEE BLNLDI+K�1 PLAN FOR SUP TO PLY BUMP PUMPS. o
Q oo MLET W "j �
4 . EXIST I NG W RONEMM I is TO BE DEMOIJ HED ON LOT. WE OU L01110 0 !11 N
PLANS. o 0 0
& SE BUILDING RAINS FOR WALL Wr SPECIFIED ON 11110 MW
a EXISING T TOPOORAPHY WrAMED i1:R01M SURVEY PERFORMED E8Y SOUTMEFi�1
CALIFORNIA 8URVEEY, DATED FEBRUARY 1, nm AND REVISED MAY w GRAPHIC SCALE I •= 1a
w
7. ALL MM LBVES ARE a PVC LxNLESS NOTM omHeRwlsE TEMPORARY INLET SEDIMENT CONTROL
(GRAVEL BAGS)
wow
NCITTO SCALE 0 10 20 30 Z W z
to 0
ZD=
wQa
� APPROVED DA � BENCHMARK SCALE PLANNING & BUILDING PT.
LS
SIGNED ELY °�'"'" eY APPROVA DRAWING N4.
2' BRASS DISK STAMPED 'EMC TC 7 ON THE EAST PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED ApPR GRADING PLAN FOR:
CURB OF VULCAN AVENUE APPROXIMATELY 200' -
NORTHERLY OF'E' STREET PER CITY OF ENCINIT HOR !ONIAL 1 • - 10 GRIFFITH RESIDENCE
ELEVATION - 92.02 NAVD88 � ALKAW 05, 2103 ELY: BY: 7682 -G
VERTICAL WA ANTONY K SEI+I DATE DATE: DATE.
RC.E. MW MOWS 12.31 MM 412 WEST IV STREET STET 2 OF 2
EMI -110