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.TREE PROTECTION NOTES
1. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERYASE NOTIED.
2. EARTHWORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN.
3. LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE PRUNED PRIOR TO
ANY HEAVY EQUIPMENT WORK BEING DONE.
4. V041CLES AND STOCKPILED MATERIALS SHALL BE STORED OUTSIDE 7`HE DRIP LINE
OF �`THE TREES TO REMAIN.
5. TREE$ TO BE REMOVED SHALL BE IDENTIFIED WITH A SIGN PROVIDED BY THE CITY.
6. A TREE REMOVAL PERMIT SHALL BE POSTED AND �ASIBLE FROM THE STREET.
7. TREES�;" BE PROTECTED SHALL BE FENCED DURING CONSTRUCTION WITH S—FOOT
FENCE � //V SHALL
S. ANY ROOTS 21 OR GREATER IN DIAMETER ENCOUNTERED DURING EXCAVATION
BE HAND—TRIMMED BACK TO A LATERAL ROOT. 9. A CERTIFIED ARBORIST MUST VERIFY THE PLACEMENT OF ALL TREE PROTECTION MEASURES
BEFORE THE CITY OF ATASCADERO WILL RELEASE THE BUILDING/CONSTRUCTION
PERMIT FOR THIS PROJECT. CONTACT 41e'r 7?MV4501V - ARBORIST, AT
4,--, 4, *f Zee,, FOR SITE INSPECTION. WRITTEN VERIFICATION 13Y THE ARBORIST
MUST BE SUBMITTED TO THE CITY PRIOR TO RELEASE OF PERMITS.
: 255'00" E 31-95'
20
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Keuffel & Esser Company
48 7024 Made in US.A.
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No. DATE
C
-BY
"UESTA E N G-4 I N"
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DESIGNED
DRAWN
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Iv ATASgeNDERO,
6717 MORRO ROAD
CALIFORNIA 93422
(805) 466-6827
j0B No.
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JCHN 33760
EXP. 6/30/,3,
Keuffel & Esser Company
48 7024 Made in US.A.
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DRAINAGE CALCULATIONS
TRIBUTORY AREA = 0.40 ACRES
C 0.90 Im = 2.8
CIA .90 (2.8) .40 = 1 US
TRIBUTORY AREA = 0.65 ACRES
C = 0.90 Ijo = 2.8
QjOz CIA .90 (2.8) .65 = 1.6 US
TRIBUTORY AREA 15 ACRES
C = .60 Ito 2.8
Qlo= .60 (2.8) 15 = 25 US
TRIBUTORY AREA = .15 ACRES Q = I CFS
50 TRIBUTORY AREA = 9 ACRES
C = .60 Ile 2.8
Qo= .60 (2.8) (9) 15 CFS
PROJECT RUN-OFF
AREA = 0.68 ACRES C= .70 Ile 2.8
)0 Qtv = CIA - .613 lled) .20 -_ 1 .3 US
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847.57
+80-20
1 /447-62
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+860.28
+850.17
+852.34
+651,31
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+849.72
+849-58
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+ $4.33
+ 84&52
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847.71 847-99 + 7,53
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850.01 Wv +847.98 84 . 6.91
847.86 +
+ 85WO. $49.30 847.9
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847.97
W V 848.48 + 848.09
+851.1 $47-64
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GRAPHIC SCALE
20 0 10 20 49 a 1 0
( IN FEET )
I inch = 20 ft.
7r
C6A6-5 Re -C.
'- M Il
z 1.
Ilea Y, /6" t5fAIT A5
A
4*
4
..4 dil 4
lb
lot" 1.
DETAIL G#
of.
A.%
Coo setlews at 16" at.
,4
Curb fuels
plate
ealck of oldelvalk stool plate, 1/4"
thick, two Outlet
ten$ih plates.
Steel ofotoo $hall be
w*ro-he*. All tormors
%,k and sharp edges sh*fl
be ground smooth. All
taolot SurloteS #hall be
pointed with a cold
golventaing tompouvw.
it?
01
141
16�
P.Ct. floor with no4
SECTION A -A
bars both d1rectiollo.
2. at.
Drill and counter sink for 0 1/4"
did, hot -dip lialvanIttd oilst"
*Diamond piolo"
t/4 COM how-sotkot flet -hood too Octleiv.
feel tower 1/4" to match curb height
hick flo 4 hors 12"ot.
both directions.
(1Z&4z(44a
1 2" borslock Continuous.
Drill and too for IC"GWO
Weld and grind smooth an too qat4oto
Al"Alig. boost r etd on S' no. 3 bar* at 24ar_
with I" book
SECTION B 8 LOCKING bf-VICE DETAIL