HomeMy WebLinkAboutHatchery Tanks 2007-2017 - COM Plot / Site Plans - 3/10/2017 Z `S l Ndf S3bldX3
600 JNI:?J]® 3210A38 SJIb'4 JNIN210M 332lH1
el � �� 4 �133HS
\�,� -IVNO/S
:11doS ,�� , 31si0�
L019016 31d4 Lt�CZ 33dd 1�0i :11D0
S7IY130�'SN0LL03S 3LlS k
y s a O I n a a S NV7d 9NIOVcYD £ �\
t�-Lo :ON e0r ? y uo! DO0 � � 51�
NONL SIX3 z
s 2,;! I!} n �° ,�Ildd�sodol sNLlsix3 I
v/74 �Nb p u n o a 6 a a pun 371LL 133HS NO�� Z'� •N
:srudls NOIlonalS d0A IONcl)
X3ON/ 9N/Mb'�JO d o�dZ�SQ�
a 3 NO�J
Ndld ld
_ M u0Z,ZL.00 N M nOZ,ZL.00 N B
m a — M uOZ�ZL.00 N— — — — — — — — M „Oz,ZL.00 N — — — — — — — — — — _ — — .6i�•OlZ — — � — — — —� M uOZ,ZL.00 N — — � B O^ � �
_ \ Z'v
Lo
rn cn w
i nti 'CTI
� n -I n = � �p
Z O emu'- D= n� � _ a=
CA _ o
o
m cry I --- -
\ 7 _ _
V
J
Z
-n 0 0 f
� 0 S �,Z
r'I camA
a\ `Q ` r
n C50 r
n � �
o s --
--- -
PE
OF
`n tom>�
rCD
z AWDSCm - 1 W --- -- - -
vv-I C>_ , s
wpmamp 514 • I - =
40 Z O
na>vOc - -' _ --_ _ - _
m>mZ _ _ —� - m
> c ~ Z 34d�0 13AV69 � m L
D v Oi>y (x� = C7 r O ® I
mz T= Q �"i �m p ti` I
m rn
m �
rn ' rrl
_0� � oo Wo
_ - __ Z_ _
ilJ O I �O Z r Y _- ._. I Or
m �
m
� rf1
..
D
+
z
cn
co
LA
00
a
m _�
(� r
a
cn
rl c) �- v,
1 0� 311s Oud3s r � D \
p vv W / _- C�,� III CTj ` - ^�.� Z - ---\ 9J- ` --a_� -
o 00 0 y O
� o� �� �7
CA
=
CD
f I
ti v i - - o
C:j _ rn
f - r 0 x
V C� ,00'OZL ,�S'9L£ M „LZ,ZL.00 N ,bL BIZ M «LZ,ZL.00 N ,Li�'i�Sl M uLZ,ZL.00 N / oo v,
�zm � z� � z
s O w y m O-i z o -, n � � r- cn / T' c, = O ` C �l
Z Z n ��oo �� own � oc � N m wcn � � 'zz � n \ 00 NA\dd ?< !�
N mCn n AND � o O 0� N mm � O � ;o �0 •N .� cn 111
Z oo m r-o � CDr- rri-< � � o �� Z ! om nm C � m d � � M o f�
I m o � �y =rm0 �� � O �� Z C,� yZ : 0 -� � � O `� ��Q D
>c C (1) cn O D O D m� rn � C n -i to = c~i) 2 �Q
w m n oOZo pD ZC7 �1 N � � cOp m � G� Z � 0 D
8 ® I I � n {�n C r- (n - W N
❑ y z Q m�o � zm o � C _ o � � o mo
D y � C - -I Z � � Z -< r- c-�
� C) cn o o m o aDo 0 0 o o � �oy � O� � � ' moo cn 8a nny � o ry co
o m m z rrl cn m r_ TJ O -, -c -+ o n, v
rriV
O m ;70- � rO np O m C) -n D Z�D m -Ti � o �� = r� ~ C� m n
II � m - Z � O O n O C� m � mo .\
m ,� -. o Z n r- o I I c;m 2 m z o cn
Do Jo
m � � z O m O z r cn �O z m �� ~ cn m O � -Zi -� r ri C/) a o B
o o cn c z m z m o o z y `_ _ gy m y 33 .............RI
%l7 m mm-rn n � Z �ZZ �]Lo m z c, T9`Q
O N � � r- y r o rlmzm �Z � y OZirO a$�� � ��; •
.� O � � m ---I rtl �� N Z n a �
Z = II zao� 00 0 � ZC �
co c i
c �m � �h
m Cn o N
iz
Z
r;i c C` ° o cn m ,0, z
N
/
LEGEND 00
/ HEAVY BLACK = BLDG OR POND
BLUE = PROCESS A GREEN = DISCHARGE WATER o -
/ THIN BLUE = DOMESTIC WATER
THIN RED = DOMESTIC SEWER o
0 = GRAVEL DRIVE/PARKING o
—56— = f7NISH GRADE CONTOUR W/EL z
/ o
`" V)
1 CD
/ o
EXIS77NG SEP77C APPROX. LOCA77ON QQPOND MANIFOLD
SYSTEM DRAINFIELD EXIS7TNG SEP77C CLEANDUT (�) MANHOLE
N 00'1221'° W 184.41' , TANK7 N 00'12'21" W 248.74' N 00'1221' W 316.54' 120.00' _
— — — — — — —/
59'
00Aly OMO T
SE777JNG BASIN SEE
\ 14
h BAfTEL DETAILS SHT 5 I J X
1 /
�s6 IIII III' W
/ \ \ POND BOTTOM
SEP77C 1R SPORT PIPE POND BOTTOM 60"X 100' l
/ --
�. 60'X 80' 0 EL=52.0' "
RE IDENCE PAD ® EL=55. o
D EL 62.0' EL=52.0'
h BASE FLOOD LINE PER �-
s 'o F.LR.M. MAP
EL=49.0' / 00
/ 00
DRYWELL FOR\ / O \` ` c� N rn
RUNOFF v M M o` O)
O / / (TIP) 10 �o / / `4� / IIIIIiII I III N o
P I X � �
Do snc� `HEAD ox �- o h I _
�.57' 4 ORDINARY HIGH II II ° � =
LLJ
00 WA 7FR LINE I III � � pr
0_ CV V)
POND BOTTOM
x 80' W 60 X 5 Q o
/ 12 TYPICAL ® EL=55.0" o ®EL=52.0" ho J Q I Cl)
PA
N I ` ~ SECnoN T1P)
_
w w wKING w / / W
' SEE SHT 4 1 o
>�4AAA Uj
4 AAA
HEAD BOXY"
o o
OCESS
100 R WFCZ-PRo7EC 'N;ZONE J 165" FdrW HABITAT r
A TER 1 (�
�'� DOMES77C e i CONIV/A 110N ZONE cn
Dl I WELL I
m
WAA TF ARGE o 0 0 o 0 0 LU Z
\ o = Z
/ Ow
PHASE 3 IL
X
h CULTURE FACl7L/TY
I l Q=13.00 CFS ; - o%J Cl
100 X 120" M M 3 PVC _ Q�am
58 00` ASE 3 / 5 g _� ' M OM a ti
V=2.7 FPS 0=24" VC S UFING TOWER o J t) <m�•
4b' \,CUL 7UR V=3 FPS h'` WELL 2 uANHOLE Z w o 0 3 m m
12 ' 00' X 120' # Q=5.00 CFS a 9.4
DRY11ELL FOR N 1200 GPM D-1 PVC L W m 7 J%C24 m
w w w, w w w w C w w � _< �....
TyP 6 - 300 TANKS ON Ch V=3.6 FPS wOnED a o Woo z
I I ( J • • \� • — -� Q=2.67 CFS 50'X 260' PAD � PUMPING STAAON CREEnI a< m w
D=12" PVC
®EL so.o' 200 SH0IREUNE q�yE 2 - 1010
a o
I5 57 5 57 V=3.4 FPS SURFACE WATER INTAKE
WE
1 HOSES 2250 GPM
5 54 Q=2 67 CFS 120 GPM Q=7.67 CFS 1 SEE DETAIL -VT 5 d
D
_12' PV \ / D=18" PVC —
I V-3.4 FPS \ V==4.3 FPS ° ~
o••o° Y J
WELL J3 t �—e _ ;moo° V C�
I 1200 GPM M \M \. O: Q
U.
bs 1 EXIST SHOP BLDG C _O to
5 FIN/SHED fZ00R O EL 54.3 I O
SEWER PIE-`CASED z
THROUGH 100 R I m
4 - O'X 20' DOMES77C WELL W
P KING SPACES PRO7FC77ON ZONE C0 L Z
II I
= Lu
5 CO)`� Z I—
<
\a, 0 Cr
I
O Z
CL
LU
_ _ _ ._ 470.6 103.93' _ W J
167.03' _�_ _ _ — — — — — — — — Cn
—
`I — — N 00'l2'20" W N 00'1220 W — — — — LU
210.49' — — N 00'12'20" — — — — — — — — — N 00'12'20" N 00'12'20" W = _
CONCEPT PLAN Q y
j
NOT FOR CONSTRUCTION I ' � EXlS11NG ROAD O O STATUS:
� I 20" EASEMENT
AF# 300813 e�F 0 R E yoG Underground Na �t(-?
o Utilities
a Location Q�� ,`N
JOB No: 07-
Services = Z 34
Call: TOLL FREE 23347 DATE: 9/05/07
QI SCALE: 1 = 40'
1-800-424-5555 /ONAL
SHEET. 2 of 4
j THREE WORKING DAYS BEFORE DIGGING JEXPIRES JAN 15, 2009
i -
I / /
/
� I
I /
C)
LEGEND
00
HEAVY BLACK = BLDG OR POND
BLUE = PROCESS WATER o
GREEN DISCHARGE
SC THIN DOMES
BLUE CAWATER Imo-
1 / THIN RED = DOMESTIC SEWER 0
= GRAVEL DRIVE/PARKING
—56— = FINISH GRADE CONTOUR W/EL
o N
z
0
I rn
o w
\ \`
N 00'1221" W — — 316.54' — — — _ _ _ — — 120.00_
\ N 00'1221_W 184.41' 248.74'_ — N 00'1221" W _1 _ _ _ _ — — / N 00'1221" W
57
-71
0 0 0
7 I�
Z ! w
i
POND BOTTOM
/ POND BOTTOM 60' X 100"
/ I / j 0"X 80' 0 EL=52.0" Cl
EL=55.
/ PAD/ 70 6 w
EL=52.0" O
� M
.� a_
o I 00
p-S
Ly
c
o I Q
0 00- C d� �, w N (n
W
O 5
\/
.d
POND BOTTOM P 60" XO 5' :T.- ro
60" x 80 @ EL=52.0" �/
� � ?
@ EL=55.0; �
�J
� ,� w w\ \ _ W
— J CD
z
O � o
/ i J rr^^ r
� rr^^
vJ W
/ LL vJ L '
m 1 6 Ne Imoc
\ K PAD 0 � W z ZW
EL=60..0' 0 = _w
C) z
zm coca
I I I PAD EL=58.0'
a
O I eCW z 03AA
f5 o zW NN
L: won-Jew
� PAD E _ I /
I a WU' 1pWNN
da�d�vv
W
a �
I m ,
� 57 7 • GU
1-
I \ I •p•o �C J
O V V
O Q
� LL
o V)
I o
Q z
,,►. - \ CA W J
5 O � u) I O Q IL
a
I � z
1LO
coo
E j C> W
Q
h \ Z
J
E oCL
LU
470.6 ' W
— — — — — — — N 00'12'20" W Q =
— 167.03' _ — — 210.49' N 00'12'20"
a — N 00.12-20" W N 00'12'20" W CONCEPT PLAN c� `�
NOT FOR qO ST CTION STATUS:
O�FORE yG Underground allo������
i
� I � Utilities ��s�
1 Location = z JOB No: 07-34
Services U) DATE: 9/05/07
Call: TOLL FREE o .pF23347 Q
�I SCALE: 1 = 40'
- -424-5555 SS�CNAL �\
800 SHEET: 3 of 4
THREE WORKING DAYS BEFORE DIGGING EXPIRES JAN 15, 2009
i
i
i
I
10' MIN
12 EL=62.0' EL=62.0' EL=62.0'
ACCESS ROAD EL=62.0"
I
TANK PAD EL=60.0"
TYPICAL EL=59.0' POND POND
POND SIDE SLOPE 60
VARIES 150f TO 200"f I
I---
EL
, POND 1� / EL=55.0" EL=55.0"
EL=55.0" EL=55.0"
� BASE FLOODLINE PER F.I.R.M. MAP —/
EL=52.0 SBASING ORDINARY HIGH WATER UNE
sEcnoN e-®
EL=49.0" HORZ,• 1"=40'
VERT.• 1`_4'
EL=49.0 U;
z
0
SECnON A-A - - -
5
HORZ; 1"=40"
VERT 1"=4'
C
ao
^ oo
FUTURE RESIDENCE PAD /
EL=59.0' o
WOOD vcc
120' 75' ACCESS ROAD 50' FENCE WA7FR J X
PHASE III CULTURE FACILITY SURFACE W
BAFFLE `ONCRETE SILL
EL=62.0' EL=55.J' z
/ � TOP EL 55.3" Z
40' 100' PHASE III CULTURE FACILITY — = EL=49.0"
100' IIII w
EXIST GROUND z
� �— EL=58.0" � z
EL=58.0" 12' w
ACCESS ROAD / 12' FLOW PATH 1 FLOW PATH RIP RAP w
�r< ACCESS ROAD FLOW PATH 3 III III I N 00
toof00
rn
Nod
X U
/ °° � H5
F
o o �
SETTLING POND DETAIL III � " `/)
SECnON C-C �, St CnON D
-D SECTION E-E
_� HORZ,• 1"=40' HORZ.• 1"=20'
HORZ,• 1"=40"
VERT 1"=4" VERT.• 1"=10"
VERT 1"=4' _
o
w
Y
INLET PIPE _
U
E T
CONCRETE BARRIER W
P EL=56.0'
Lu
z
ow
acd9
FLOW PATH 1 WEST e } en—� NORTH MO en
J C) �aD l�
uj aoam
O00
W0 �A ?�
WOOD FENCE BAFFLE Z W N Cm
o Lu _j a
J�/
CONCR�P BA��l�R � mm
WOWWd<�aANvaSHEET FLOW OVER SILL FLOW PATH 1 EAS
LIF77NG U C j
FIXED GUY � / � INLET PIPE Z �
hL —�
VO U
LIFTING � Q
ZT011 �TOWER / BOOM / �\
TO DEADMAN � � INTAKE RETRACTED
WINCH
BOOM �O cn J
i 1 / I= Z
Z Q
2 -10 suc77DN_' ~
W p
AOS54 SF TOE EL=49.0' CIO Lu
CONCRE7F SILL Q
V=9.2 FPS SWIVEL JOINT TOP EL_55.3' C �� p =
L=250' C _ z
INTAKE DEPLOYED f CO) O
ORDINARY HIGH / z Lu
WA TER p Ix
MANIFOLD WATER SURFACE 18" X 20' SLOTTED 11-- U- W
r ___7 — '7 /
SCREEN. 40% OPEN Q p a)
OPEN AREA=36 SF Z LJJ
0=5 CFS a J H
V=1.9FPS Q. co
16 PVC I_-3' 10 f SETTLING POND DETAIL �
TO PUMP STA 77ON CONC FDN
1"=20" p Z
O
RAP TOP & W
INTAKE DETAIL SLOPE OF SPILLWAY Q w
NOT TO SCALE _
CONCEPT PLAN Q
NOT FOR COST CTION STATUS:
O�OR Yo U n d e r g r c u n d aN 41/5_
�o Utilities FO,
�F,Locctior ,, �Services = 1!7g z JOB No: 07-34
Call: TOLL FREEp t,� DATE: 9/05/07
sTE
SCALE: 1 40"
1-800-424-5555 �SS/avAL E`er\ "" =
SHEET: 4 of 4
THREE WORKING DAYS BEFORE DIGGING JEXPIRES JAN 15, 2009
JOINSPANEL0125
51�TN
_00
t
KEY TO MAP
ELEVATION REFERENCE MARKS
500-Year Rood Boundary
OLYMPIC NATIONAL REFERENCE ELEVATION
91, 1100�-Year Fk)od Boundary
MARK (FT.NQVD) DESCRIPTION OF LOCATION
3.3 RMIS 32.00 U.S. Route 101 bridge crossing slough. "X"in corner of bridge
32
Zone Designations'
,6 FOREST 31 curb on the north bank of the upstream side of bridge,approxi-
T22Nmately 0.03 miles 1150')southerly of the intersection with Bour.
gault East. I 00-year Flood Boundary
T22N T21 N RM23 31.74 PK and sbinner an the centerrine of the Skokomish Valley Road,
aPproxim ly 0.29 adles (1,520) north and approximately 0.49 500-Year Flood Boundary—
T21N miles (2,5901 west of the intersection with Bourgault West, or j
Base Flood EleVation Line
With Elevation
I N_gm_�, W In Feet"
approxiffiately 0.78 miles along the centerline of the Skokomish
RM25 38.05 PK and shinner on the centerline of the Skokomish Valley Road,
Valley Road, I I i
0,
Bass Flood Elevation in Feet (EL 987)
zl
approximately 1.43 miles westerly of the intersection with Bour- Mom F4, �_�,T Where Uniform Within Zone"
gault West along said centerfine.
RIV131 48-61 P�K and shinner on the centerline of the Skokomish Valley Road, Elevation Reference Mark RM7X
approximately 2-17 miles westerly of the intersection with Bour- Zone D Boundary
gault West,along said centerfine.
cli
M1.5
L
River Ntle
ApproArnate 100-Year
Flood Boundary
R OSE LAKE —Reterencatolhe National Geodetic Vertical Datum of 1S29
15111-' MEVELOPED COASTAL BARRIERSt
Nl�
6 4 ZONE C
nw_b-m-la,
Identifi ied identified Otherwise
63 15 kt,
In
—4/ 1191131 Protected Areas
I�A
t Coastal baffler areas are normally located witnin-or a4acent to special flood
1-11-0-01 hazwd areas.
ZONE C Sk omish 11dian Reservation
*EXPLANATION OF ZONE DESIGNATIONS
AREA NOT INCLUDED
ZONE EXPLANATION
A Areas of 100-year good;base flood elevadorwand flood hazard
factors not determined.
AD Areas of 100-year shallow flooding where depths are between
3 one(1)and three(3)feet;average-depths of inundation are
ffa
OEM shown,but no flood hazard factors are determined.
AH Areas of 100-year"low flooding where depths are between
one(l) d three C3)feet;baseflood elevations areshown.but no
0� R
flood hazard factors are determined.
A -A30 Areas of 10%-year flood;base flood elevations and flood hazard
ZONE C factors determined.
A99 Amas of 11)&-year flood to be protected by flood protecrion
system under construction; base flood elevations and flood
hazard factors not determined.
B Areas between limits of the 100-ye;arflood and SWyear Rood;or
cenainareassubjectiolOO-yearflooding%vith average depthsless
than one(l)foot or where the coriftibutingdTainage area is less
than one square milej or areas protected by levees from the base
flood.iMedurn shading)
WO
_� W= C Areas of minimal flooding.(No shatling)
A
D Areas of undetermined,but possible,flood hazards.
Areas of 100-year coastal flood With velocity(waveaction);base
flood elevations and flood hazard factors not determined,
W
M- 11 I VI-V311 Are.of,oil_M,coastal flood withvejocity j.,e action);base
E NOW 3:
ii; 1* co flood elevatiorts and flood hazard factors determined.
R
NOTES TO USER
This map is foruse in aftinistering the National Flood Insurance Program:
17 it does not necessarily identify all areas subject to flooding,particularly from
local drainage sources at small size,or all planimetric features Out"
0:1 Special Flood Hamm Areas.The community map repository should be
c nsuffed for more detailed data on-BFEs,and for any information on
floodway delineations,prior to use of this map for-propeyty purchase Or
Sip-
construcion purposes.
Amas of speciai flow hazwd(loo-year flood)Include Zones A,Al-30,AE,
AH,AO,A99,V,V1-30 and VE.
Certain areas not In Special Flood Hazard Areas may be protected b"ood
control structures.
0
Coastal base flood elevations apply only landward of 0.0 NGVD,and
I qclude ft effects of wave action; these elevations may also differ
zmg Sig
hurricane evacuatm planning
Corporate limits shown are current as at the date of this map. The user
�oulcl contact appropriate community officials for d corporate
ZC Ii 7ft have changed subsequent lo the Issuance of this map.
For adjoining map panels see separately printed Map bndeY-
PR
INITIAL IDENTIFICATION:
ROO
AU UST 9,1977
W
FLOOD HA7ARD BOUNDARY MAP REVISION:
f MAY 15,1979
FLOOD INSURANCE RATE MAP EFFECTIVE:
MAY 17.1988
FLOOD INSURANCE RATE MAP REVISIONS:
Map e0sed December 11,1.10 chang.VOC14 flood hazard areas,10
-2111 add roads and road naffies.and to reflect updated topognaphic,Information-
13 118
43
To determine if flood insurance is available in this community,
IFELLS contact yoLk,irisuanre agent,or r.11 the National Flood Insurance
WON Program,-it(800)638-6620.
`N
01 D HA 7 CHER Y
LAKE
,I ie
r, 100n,
APPROXIMATE SCALE IN FEET
1000
_P
60 e_ _
NATIONAL FLOOD INSURANCE PROGRAM
FIRM
ZONE C FLOOD INSURANCE RATE MAP
2-0 21 22 23
Is MASON COUNTY,
24 24 119 WASBINGTON
ZONE C (UNINCORPORATED AREAS)
CZ:>
PAHEL 180 OF 300
ISEE MAP INDEX FOR PANELS NOT PRINTED)
AC17
COMMUNIff-PAREL NUMBER
530115 0180 D
MAP REVISED:
DECEMBER 8, 1998
26
30 -, 26
25 — 27
30
25 Fedeffal Fmergency Management Agency
JOINS PANEL 0190
1�1tr00 ON 80r Cn cn cn
30 ze zo za Do �g D C z� z
m m m cn'''
� co rn� rn �
Gam G �� cn��J
:133H5 Di �z � ? U � � -uT
N 0072 20 W N 00'12'20" W m N 0072'20" W m
" __.__ -—�-- -- -- -- --N 0072'20" W -- _ 210.49' t-- - J-- - _ -- -- -- N 00'12'20_ W -- -- m B
Z -- 5
10393,- -- gy +-- + - -- -- -- -- -- -- -470.65'-- -- - 81.95' 21 `, cR 167.03 co
00wt � N —001
�J
N
W e
rQ
+
wx
z
O CD + I�
W CDu 1 v �Xl
CA "� ° 1 D
1 o a s
N
I
\k,
1/ \ \ + \ /+
N8Z,81.L0 N E / \ V J
Rgl � L� W
z i- - 1
0� 6 t 1 W I +
v
N o v, + O r N+ + Nt w
' N z � / I � z + -Ti +OD / u � �I � N , rn
ti+ `
� ! i• v m � � cn � w ter•. - � / �7 a \ ' � w
+ O U W U :,,,, \ t
01
C)
z m /rri
rri
rn v z to �0 O \ + +
A/ :,
Of
I �z + p
+
frricq CD
rri
rr, z i �
r� ' m +QD
/ N ti9 G,
/ / \ �"
w
l + 00
o
rri
o0
o AAPPROX.
P /� / `�-� . + / m J� L�\ �_�^�// / o
f+ Sh
SEPTIC
cyj
.+ N m rT1rrr-I -Ti
cc
V
N 0'12'21" W / / + / l + _ _\_ __L_� -_ -� -- -- - +-- --w
.. _ _._ J D
- --— -- �- G_- -- -+- - -- '� - - -- + 129A3' -- -- 248.74' + 1 N 00'1 '21" W ! + 184.41' N 00'12'21"W r �� O
120 00 ; + 187.51' p-� " - J \ QD
a N 007221" W o N 0072 21 W
—QD
W 7 cn
< Z� I I m z� o ! z mcZ� Drn � C) cor° � �� O y `�
�� ( I I I ocn �m o� Zoe � _
o w <rri o
Z n � x'�bo 00� own � � ' 1 Rl
IZE
n,cn w
to CO ��D � "�� ym� Dm � �
O �� _ _ 'Q
Z w ® e Q ® p i I I v � o ooZo o36
C.) N� � y Dm 0 cnr
O Zoo zm 0wt �oo � o n brn J Zr',, bZ � __
R1 '� n C77 r~*, D C� cX7 Z O rn M r'l 1D D C Z O C-� -r s` Z .. Z m =< � � C D -4 O N v J
D r O O Z X7 O D b �, C7 C b � Cn r bZ � OD ti -i m r cn (�
� �� m r b � ym x m o m -0 Na � _ter- omb 04 "� b-mr w0 0 � Dao � � p �y
Zoo z R, �o 0i cn z
o U) Q o ° o ? o b o -r ry k
'� � m cn -o 0 0 -c v '*1 O I W r c 0 m C
Z z o =o cn A m h m o cn� b n ao I n � � 0 -c J70
Xrri � (Zn � Ob = Onrn Iym-rii O
Op o O Zr a , 0 r ZZ 0C p
rT1D Z < = Z
to� q b
� O rr, �r',y0
(/)
C. O
Dcn
0 co = "{
p�2� DZ � -OI ODD 8 � m � Db
0moSO
�
(n z = CO � T Oy --i
rri < `- �ppy b
"� � � � � � r � Z � � prC� D �
igloo r,i C O O -Zi 0 c� Z
O 0) Z �1 y 'r�V? `~ CG',� r� r� r 1 r q
cnW � D o°°`Io � oo � � �v, � v o � m � �
Z��� cNo?
N r � cn -71
Z7 O
N
CONSTRUCTION NOTES 12' CLIENT
6 N)TANK PAD PER PLAN 1
S1mr9al
1. GENERAL 5. CONCRETE CONCRE @ 6
A. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE PRINCIPLES OF GOOD A. ALL NEW REINFORCED CONCRETE SHALL BE OF NORMAL WEIGHT(145 PCF): ONLY,TYP. S1 ANCHOR LOCATION an Air Liquide company
CONSTRUCTION PRACTICE. a.MINIMUM COMPRESSIVE STRENGTH OF IN 28 DAYS 4,500 PSI ASTM C39; PER PLAN TANK ANCHORAGE:
b.PORTLAND CEMENT TYPE IIA ASTM C150;
B. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR C.MAXIMUM AGGREGATE SIZE 1" ASTM C33; I (N)TANK: PER SCHEDULE
THE SAFETY(INCLUDING FIRE SAFETY)OF THE NEW,AS WELL AS EXISTING, d.MAXIMUM WATER-CEMENT RATIO 0.45 3" �.' >3 2,00N LITER LOX 5 PAD REINF. 9
STRUCTURES.THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, e.AIR ENTRAINED 4%±1.5% ASTM C260. TYP.PERIM ANCHORAGE: PER PLAN AIRGAS USA, LLC
TANK PA PER SCHEDULE S1
AND GUYS IN ACCORDANCE WITH ALL NATIONAL,STATE,AND LOCAL SAFETY `S1 3/4"CHAMFER ALL 3 ER SCHEDULE
ORDINANCES.ANY DEVIATION FROM SUCH ORDINANCES MUST BE APPROVED PRIOR B. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM C.F SEVEN THE SHOWN MINIMAL DISTANCES TO THE 9 EXPOSED EDGES 2"CLR MIN EMBEDMENT 7700 14TH AVE S
TO ERECTION.THAT RESPONSIBILITY SHALL APPLY CONTINUOUSLY AND SHALL NOT (7)DAYS AFTER PLACEMENT.ALTERNATE METHODS WILL BE APPROVED IF PAD EDGES,ANCHOR EDGE DISTANCES,
SATISFACTORY PERFORMANCE CAN BE ASSURED. z S1 3„ TOP S1 PER SCHEDULE SEATTLE, WA 98108
BE LIMITED TO NORMAL WORKING HOURS. NUMBER AND TYPE OF ANCHORS,AND IO I m
C. THE SURFACE OF ALL NEW CONCRETE SHALL BE FLAT(1/8"MAX.UNFLATNESS UNDER EQUIMENT CLEARANCE DISTANCES U
C. THE CONTRACTOR SHALL CHECK ALL INFORMATION ON THE PLANS(INCLUDING SHALL BE MAINTAINED. w
DIMENSIONS PRIOR TO COMMENCING THE WORK.ALL DISCREPANCIES SHALL BE 10-FT STRAIGHTEDGE),AND SHALL HAVE ROUGH BROOM FINISH.FORM 3/4"CHAMFERS I-
AT ALL EXPOSED EDGES OF CONCRETE.UNLESS NOTED OTHERWISE,THE SURFACE
0 ' SLAB OR GRADE
CALLED TO THE ATTENTION OF THE ENGINEER,AND SHALL BE RESOLVED BEFORE FOR SITE PLAN,EQUIPMENT LAYOUT AND �
OF CONCRETE SHALL SLOPE AT 0.75%MAX.FOR DRAINAGE. a � z
PROCEEDING WITH THE WORK. ORIENTATION,AND OTHER INFORMATION
D. CONCRETE SURFACE TO ASSURE FULL AND UNIFORM CONTACT WITH EQUIPMENT REFER TO PLANS BY OTHERS. ¢ ¢
D. ALL CONSTRUCTION WORK(INCLUDING,BUT NOT LIMITED TO, MEANS,METHODS, � a � 1
BASEPLATES.IF NECESSARY,USE NON-SHRINK GROUTING UNDER BASEPLi,.TES w /
SEQUENCES,TECHNIQUES,PROCEDURES, ETC.)IS THE SOLE RESPONSIBILITY OF THE FOR ADDITIONAL INFORMATION, (-
CONTRACTOR. (SIKAGROUT 212 OR APPROVED EQUAL). O z % Ill
REFER TO CONSTRUCTION NOTES, ¢ 3 S1
E. UNLESS SPECIFICALLY AUTHORIZED BY SGE,INSTALLATION OF EQUIPMENT MAY PARTICULARLY,TO SECTIONS: O J % O
THE RECOMMENDATIONS (IF ANY) ON THESE PLANS REGARDING THE MEANS, "SOILS" < _ / !
METHODS, SEQUENCES, TECHNIQUES, PROCEDURES, ETC. OF CONSTRUCTION SHALL BEGIN NOT EARLIER THAN 7 DAYS AFTER POURING OF CONCRETE. _j 2 u w iv
"CONCRETE" O w
777,
BE CONSIDERED AS MINIMAL REQUIREMENTS.THE CONTRACTOR SHALL NOT DEVIATE "REINFORCEMENT' m > Cn � &
FROM THESE RECOMMENDATIONS UNLESS SUCH DEVIATION IS TOWARD MORE F. SPECIAL INSPECTION OF CONCRETE(2015 IBC CHAPTER 17)IS NOT REQUIRED "POST-INSTALLED ANCHORS" z[if
O
STRINGENT REQUIREMENTS. (DESIGNED AS 2500 PSI CONCRETE).
o a �\� / (N)PAD 1
E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF WORKING 6. REINFORCING STEEL I� alb T �\ PER PLANS S1
CONDITION OF ALL EXISTING COMPONENTS AND STRUCTURES AFFECTED BY THIS x ¢ /
A. UNLESS NOTED OTHERWISE,ALL REINFORCING STEEL SHALL CONFORM TO ASTM / /\�.\�/\�/, SUB-BASE: Uj
CONSTRUCTION.THE CONTRACTOR SHALL CONSTANTLY KEEP THE AREA OF z
CONSTRUCTION FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS.AT THE SPECIFICATION A615 GRADE 60.ALL REBARS CONNECTED BY,OR SUBJECTED TO, � U O 4 REFER TO SECTION"SOILS"
WELDING SHALL BE OF ASTM SPECIFICATION A706. Q Oo w F (N)PAD SKIRT OF CONSTRUCTION NOTES S1 END OF WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE,SURPLUS MATERIAL, > w S1 AS REQ'D
TOOLS,AND EQUIPMENT. B. ALL REINFORCING STEEL SHALL BE SPLICED WITH CLASS B SPLICES.SPLICE LENGTHS + ¢ I__
_, 00
F. THE CONTRACTOR SHALL DEFEND,INDEMNIFY,AND HOLD THE ENGINEER HARMLESS SHALL BE AS FOLLOWS: I 010 0- (N) PAD AND ANCHORAGE
FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONJUNCTION WITH THIS w 114"
00
PROJECT EXCEPT FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE MINIMUM SPLICE LENGTH z x 2 TYP. SECTION NTS 0 to
ENGINEER.ANY LIABILITY BY SGE AS RELATED TO THIS PROJECT IS LIMITED TO THE NWC 4,�5/$, 00
ENGINEERING FEES RECEIVED FOR THE SERVICES RENDERED. PC=4,500 PSI TOP REBAR BOTTOM REBAR
REF Q >Q
2. DESIGN CONSIDERATIONS PAD THICKNESS >12" <_i2" ANY _ O M
A. THESE STRUCTURAL PLANS AND CALCULATIONS WERE DEVELOPED BY SGE w #4 19" 15" 15" (N)FENCE 7 N O O
RESTRICTIVELY IN REGARD TO THE INSTALLATION OF A 2,000-LITER LOX TANK AT N #5 24" 18" 18" BY OTHERS, NIC S1 `~
PACIFIC SEAFOOD. #6 28" 22" 22" Z M
0
#7 41" 32" 32" EJ
B. THIS DESIGN DOES NOT CONSIDER THE STRUCTURAL ADEQUACY OF THE EQUIPMENT 10Y2'EJ Q
(LEGS,BASEPLATES,AND CONNECTIONS BETWEEN THESE MEMBERS BY OTHERS). LU #8 46" 35" 35"
FOR THE PURPOSES OF THIS DESIGN,ALL NEW EQUIPMENT WAS ASSUMED TO BE #9 58" 45" 45" _ _ (N)BOLLARD CL,TYP _ U (�
STRUCTURALLY ADEQUATE. AS REQUIRED FOR VEHICULAR IMPACT PROTECTION
C. REBARS SHALL BE HELD IN THE REQUIRED POSITION BY MEANS OF APPROVED 2 (N)TANK PAD J - •�
C. ALL MATERIALS,STRUCTURES,AND WORKMANSHIP SHALL CONFORM TO THESE DEVICES. TYP 12"THICK O C�
PLANS,CALCULATIONS,AS WELL AS TO THE ESTABLISHED GUIDELINES SET FORTH BY �p4 4" S1 4500 PSI NWC '� M
2015 IBC,AISC MANUAL OF STEEL CONSTRUCTION(14TH EDITION),ACI 318-14,AND D. REBAR SPACING SHOWN IS MAXIMUM DISTANCE BETWEEN REBAR CENTER LINES. 6 V REINFORCEMENT,BW,OC: (N)HEAVY HEX NUT a
OTHER APPLICABLE REGULATORY DOCUMENTS.IN CASE OF ANY CONFLICTS IN I- - T&B:#5@18" (2)REQUIRED
E. REBARS SHALL BE CLEAN OF DIRT;OIL,SCALE,AND FOREIGN MATERIALS. I'''' '-;"'�� 'L-�t GR r PPi?G - INSTALL WASHERS AND THREAD DOUBLE NUTS,TIGHTEN AND w
SPECIFICATIONS,THE ONE(S)OF THE APPLICABLE CODE SHALL GOVERN. (N)WASHER _ L
,ZING ✓ O COUNTER-TIGHTEN TO SNUG CONDITION. x p
D. THESE PLANS AND CALCULATIONS ARE BASED UPON THE ASSIGNMENT FROM,AS
7. POST-INSTALLED ANCHORS PER SCHEDULE o 0
WELL AS ON THE INFORMATION ABOUT,THE NEW EQUIPMENT,AS PROVIDED BY AIRGAS USA,LLC(MR.JERAMIAH CROSIER,TEL.(206)571-3478). A. POST-INSTALLED ANCHORS SHALL BE USED FOR THE CONNECTION OF THE 9 9 N
S1 ON
EQUIPMENT. w O
S1 a
TANK BASEPLATE
E. THIS DESIGN SHALL BE USED EXCLUSIVELY BY AIRGAS USA,LLC,AS WELL AS THEIR B. ALL POST-INSTALLED ANCHORS SHALL BE HILT(HIT HY 200 PER ICC ESR3187.
CONTRACTOR(S).ANY OTHER USE(INCLUDING,BUT NOT LIMITED TO,REVIEW, MUST MEET,ALL Cuppf-w FLUSH
THEREOF,AS WELLLL AS AN USE OF THOSE MATERIALS BY ANY PARTY OR PARTIES
DISSEMINATION, COPYING)OF THESE DESIGN MATERIALS AND ANY PORTION C. UNLESS NOTED OTHERWISE,ANCHORAGE HARDWARE DOES NOT NEED TO BE WASHINVGTO61 STATE C-.JOEs _'"`' ':..•''.''N (N)TOC OTHER THAN THE ONES SPECIFIED ABOVE,ARE STRICTLY PROHIBITED UNLESS GALVANIZED.
UNDER A WRITTEN PERMISSION BY SGE. D. THE ANCHORAGE HARDWARE SHALL STRICTLY MEET THE NOTED ASTM
F. DO NOT SCALE THE PLANS. SPECIFICATIONS,PARTICULARLY:THREADED RODS-F1554 GRADE AS SHOWN;NUTS- a a
ASTM A563 GRADE C; PLATE WASHERS-A36;CIRCULAR WASHERS-F436. a a a
41
G. THESE PLANS SUPERSEDE ANY OTHER PLANS PREVIOUSLY ISSUED BY SGE FOR THE V °
E. STEELS OF HIGHER GRADES OR DIFFERENT ASTM SPECIFICATIONS SHALL NOT BE
SUBJECT JOB.
USED WITHOUT A REVIEW AND WRITTEN APPROVAL BY SGE. - a. .4 ..
H. THE MEASUREMENTS SHOWN ON THE PLANS ARE BASED UPON THE CATALOGUED F. SPECIAL INSPECTION(2015 IBC CHAPTER 17)IS REQUIRED DURING THE INSTALLATION (N)THREADED 1
(IDEAL)DIMENSIONS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE - p,: ° N CONCRETE
DIMENSIONS AGAINST THOSE OF THE TEMPLATE AND/OR OF THE ACTUAL EQUIPMENT OF THE ANCHORS. = FLUSH ANCHOR ROD ( )
PRIOR TO ANY CONSTRUCTION ACTIVITIES. PER SCHEDULE PAD PER PLANS
''
S1
G. THE SET ANCHOR ROD SHOULD NOT BE DISTURBED OR LOADED BEFORE DURING THE ter 9
3. LOADS SPECIFIED CURING TIME.REFER TO]CC ESR3187 FOR CURING TIMES AND S1
TEMPERATURES.
THESE STRUCTURAL PLANS AND CALCULATIONS WERE BASED UPON THE FOLLOWING H. UNLESS SPECIFICALLY AUTHORIZED BY SGE,INSTALLATION OF THE ANCHORS AND
MINIMAL LOADS COMPLIANT WITH CHAPTER 16 OF THE 2015 IBC AND ASCE 7-10(REFER EQUIPMENT MAY BEGIN NOT EARLIER THAN 7 DAYS AFTER POURING OF CONCRETE.
TO SEISMIC PARAMETER SCHEDULE).
8 THESE PLANS WERE DEVELOPED RESTRICTIVELY
I. USE EQUIPMENT BASEPLATES AS A TEMPLATE FOR THE INSTALLATION OF THE FOR USE ON THE STRUCTURES AND BY PERSONS/
S1 ANCHORS.REFER TO PLANS BY OTHERS FOR THE ORIENTATION OF THE EQUIPMENT COMPANY AS SPECIFIED IN THE TITLE BLOCK.
A. WIND DESIGN DATA ON THE PADS. (N) TANK ANCHORAGE ANY OTHER USE (INCLUDING, BUT NOT LIMITED
BASIC WIND SPEED(3-SECOND GUST),MPH 115 ' (N)OFFLOAD PAD TO, DISSEMINATION AND COPYING) OF THESE
RISK CATEGORY III 9"THICK PLANS AND ANY PORTION THEREOF, AS WELL
WIND EXPOSURE C I J. INSTALL ALL SPECIFIED ANCHORS IN STRICT COMPLIANCE WITH THE 34500 PSI NWC TYP. SECTION, NTS AS ANY USE OF THE PLANS BY ANY PARTY OR
MANUFACTURER'S SPECIFICATIONS. PARTIES OTHER THAN THE ONES SPECIFIED IN
REINFORCEMENT,BW,OC: THE TITLE BLOCK, ARE STRICTLY PROHIBITED
B. EARTHQUAKE DESIGN DATA K. USE HAMMER DRILL AND CARBIDE BITS TO DRILL ANCHOR HOLES. TOP:#6@18" UNLESS UNDER A WRITTEN PERMISSION BY SGE.
SITE LONGITUDE -123-22667 2"BELOW TOC
SITE LATITUDE 47.32368 L. INSTALL WASHERS AND THREAD DOUBLE NUTS,TIGHTENING/COUNTER-TIGHTENING _
SITE CLASS D �N -- - - -
TO SNUG CONDITION
SPECTRAL RESPONSE COEFFICIENTS .
x
SS 1.455 8. ABBREVIATIONS
Si 0.600
SIDS 0.970 BCD BOLT CIRCLE DIAMETER (N) NEW COMPONENT w
SD1 0.600 BW BOTH WAYS NIC NOT IN THIS CONTRACT (N) EQUIPMENT�PADSSEISMIC DESIGN CATEGORY D CL CENTERLINE NTS NOT TO SCALE (N)JOINT SEALER:
RISK CATEGORY 3 CLR CLEAR NWC NORMAL WEIGHT CONCRETE '. _ NR-201 UREXPAN BY
ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE CONT CONTINUOUS OC CENTER-TO-CENTER PLAN, SCALE: 1 - 2-0 PECORA CORP.OR
DIA DIAMETER PL PLATE APPROVED EQUAL 1/2"
4. SOILS EA EACH PSF POUNDS PER SQUARE FOOT (N)PAD SIZE 1 (E)OR(N)
EJ EXPANSION JOINT PSI POUNDS PER SQUARE INCH RESTORE PAVEMENT TO PER PLANS S+1 MAY VARY STRUCTURE
A. THE DESIGN WAS BASED UPON THE MINIMUM REQUIREMENTS BELOW THOSE OF THE (E) EXISTING COMPONENT REINF REINFORCEMENT MATCH(E)OR PER PLANS (N)STYROFOAM PER PLANS
2015 IBC SECTION 1806 AND 2015 IBC TABLE 1806.2. (F) FUTURE COMPONENT RPT REPORT (N)PAD PER PLANS
EMB EMBEDMENT STD STANDARD EXCAVATION S. GORDIN STRUCTURAL DESIGN
B. SOIL UNDER THE NEW PADS SHOULD BE CLAY,SANDY CLAY,SILTY CLAY,OR CLAYEY COMPLIANT & ENGINEERING SERVICES (SGE),INC.
SILT WITH ALLOWABLE CAPACITY OF 1500 PSF.THE SOIL PRESSURE UNDER THE NEW GALV GALVANIZED T&B TOP AND BOTTOM TOP REBAR MAT OF
EQUIPMENT PAD IS NOT EXPECTED TO EXCEED 200 PSF UNDER THE DEAD AND LIVE HORIZ HORIZONTAL TBD TO BE DETERMINED TOC PAD PER PLANS WITH OSHA THIS DETAIL REFLECTS THE MINIMUM 1/2 THIS DETAIL IS FOR(N)PAD 2081 Business Ctr Dr.,Ste.105,Irvine,CA 92612
LOADS,AND 300 PSF UNDER DEAD,LIVE,AND SEISMIC LOADS. LAR LIQUID ARGON TOC TOP OF CONCRETE SKIRT DEPTH BELOW PAD(DS)IN / REQUIREMENTS TO SOIL PREPARATION ABUTTED BY CONCRETE ONLY TEL.(949)552 5244 FAX(949)552 5243
EXP.1�-30-�018
LIN LIQUID NITROGEN TOS TOP OF STEEL #4@18" / U) FOR THIS PROJECT. 0
C. CONTRACTOR SHALL IMMEDIATELY INFORM SGE IF SOILS OF DIFFERENT NATURE OR TP PAD THICKNESS, IN w EJ IS NOT REQUIRED FOR
LONGIT LONGITUDINAL TRANSV TRANSVERSE VERT 20"MIN '/ NON-EXPANSIVE z v� /// / / ASPHALT,GRAVEL,AND OTHER
PROPERTIES(GROUND WATER,APPARENTLY LOWER CAPACITY SOILS,OR LOX LIQUID OXYGEN TYP TYPICAL W/SKIRT ONLY TYP A 6 9 12 15 18 21 24 \/� BACKFILL U z THISSUP D TAIID BY THENSOIL EARTHWORK \ \\/\/�// NON-RIGID PAVEMENT y�� s TE
AGGRESSIVE SOILS)WERE ENCOUNTERED DURING THE CONSTRUCTION. _ _ _ �\ (N)OR(E)SLAB, \ S WAS
MAX MAXIMUM UNO UNLESS NOTED OTHERWISE 0 6 3 - z COMPACT TO x a REQUIREMENTS FOR THIS SITE BY THE \\ \ \\ OF ylT C
w ¢ \ � PAD,OR FOOTING ✓i�/��/��/�� ti C
MIN MINIMUM VERT VERTICAL >z 3 9 6 3 - - - - MAXIMUM DRY p GEOTECHNICAL REPORT OR BY THE U
D. THE CONTRACTOR SHALL LOCATE,REMOVE,OR PROTECT ALL UNDERGROUND PIPING, a \ w �F o
¢ 0 DENSITY a a AUTHORITY HOLDING JURISDICTION. 2
CONDUITS,VAULTS,ETC.AS REQUIRED BY THE APPLICABLE CODE AND JURISDICTION. PAVEMENT, m¢ 0 4 10 7 4 3 - - w d
SLAB,OR GRADE 0 6 12 9 6 3
E. THE NEW PADS SHALL NOT BE PLACED AT THE FOLLOWING LOCATIONS: rJ //\�/\�/\� O CD r
a. OVER ANY EXISTING STRUCTURE,AND/OR CAST AGAINST SUCH STRUCTURES; 9 15 12 9 6 3 �� (N)BASE,CRUSHED STONE, EXPANSION JOINT EJ w
b. CLOSER THAN 6"(CLEAR)TO,ANY EXISTING FOOTINGS; `S1 Y p z 12 18 15 12 9 6 3 �\ GRAVEL,ETC.COMPACTED TO ( ) / AL
E v
c. CLOSER THAN 24"TO ANY EXISTING WALL; O 0 '--E REFER TO DETAIL FOR A,TP,DS \ 95%MAXIMUM DRY DENSITY \
w z = 6 TYP. SECTION NTS SSIO
d. AT/ABOVE EXISTING RETAINING WALLS UNLESS FURTHER AWAY(CLEAR)THAN THE z f / O O O O O 0 O PER ASTM D1557 NAL
DEPTH OF THE WALL. 4'-0"MAX BETWEEN BOLLARDS _ w NOTES = /\0 00 O 00 O 00 00 O 00 0 00 00 O 00 (E)SOIL,SCARIFIED
PAD PER / 0 0 0 O O O O O 0
ANY OF THE ABOVE CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION PLANS 1. DSzO(SKIRT IS PRESENT)FOR /\ O O O 00 O 00 O 0 O O O O 00 OIF
AND COMPACTED TO 95%MAXIMUM March 90, 2097
OF SGE PRIOR TO THE BEGINNING OF CONSTRUCTION OR UPON DISCOVERY. NO T-O"MIN FROM PROTECTED STRUCTURE 3" I , k / SGE JOB No. 517.020.499
UNPAVED AND/OR SLOPING % / / / / / DRY DENSITY PER ASTM D1557
r / / / // / / // / / // / / /
WORK SHALL BE CONDUCTED ON THE PADS AT SUCH LOCATIONS UNTIL WRITTEN CLR #4@12" GRADES ONLY. - / // // / / / / / // / / // / /
AUTHORIZATION BY SGE. PIPE 4 STD SCH.40 CENTER AT CL HORIZ, 2 MIN / // CONTINUOUS PERIODICALLY PACIFIC SEAFOOD
OF THE DRILLED PIER W/SKIRT ONLY2. DS=O(NO SKIRT,"-")WHEN % / / / / / / / // / / // / / VERIF,CATION AND INSPECTION TASK DURING TASK DURING TASK REFERENCED REPORT
F. AS A MINIMUM,THE SOIL IMPROVEMENTS SHALL INCLUDE THE FOLLOWING. PRIMED AND PAINTED SURROUNDING GRADE / / // / / / / / / / / / LISTED LISTED STANDARD
SUB-BASE: IS LEVEL(A=0)AND PAVED. REVISIONS
THE NEW PADS SHALL BE UNDERLAIN BY A 6" MIN. LAYER OF STRUCTURAL FILL SAFETY YELLOW REFER TO SECTION"SOILS" % \I\/\\\j\/\\ CONCRETE
CONSISTING OF CLEAN CRUSHED STONE, GRAVEL, OR CLASS II BASE COMPACTED TO OF CONSTRUCTION NOTES (E)UNDISTURBED SOIL
A FIRM AND UNYIELDING CONSISTENCY WITH A MINIMUM OF 4 PASSES OF A 12" UPON
VIBRATORY PLATE COMPACTOR OR DRUM ROLLER WITH A MINIMUM STATIC WEIGHT MIN 2.INSPECTION OF ANCHORS X
OF 500 POUNDS. 1 . J PIPE FILL: c, _ ACI 318: 17.8.2 INSPECTION
Y2 3,000 PSI NWC,MIN PO T INSTALLED IN HARDENED
CONCRETE MEMBERS
A MINIMUM OF 8-INCH DEEP LAYER OF SOIL UNDERLYING THE STRUCTURAL FILL ,.1 WITH 1/2"PAINTED CROWN
SHALL BE SCARIFIED AND RECOMPACTED TO MINIMUM 95% RELATIVE COMPACTION �N)PSKIRT (N) SOILIMPROVEMENTOF MAXIMUM DRY DENSITY PER ASTM D1557. . SECTION, NTS TYP. SECTION, NTS 3.INSPECTION OF CONCRETE IBC 1705.3
M _ _ _
G. ALL SOIL IMPROVEMENT WORK(INCLUDING,BUT NOT LIMITED TO,ON SOIL CONSTRUCTION EXCEPTION 2.3
COMPACTION)IS SUBJECT TO SPECIAL INSPECTION IN COMPLIANCE WITH IBC/CBC
SECTIONS 1705.6 AND 1804.6. SOILS
REV DATE DESCRIPTION :BYLPd
H. ALL EARTHWORK IS RECOMMENDED TO BE CONDUCTED UNDER THE GUIDANCE OF A GRADE OR PAVEMENT 1. VERIFY MATERIALS BELOW SHALLOW
REGISTERED GEOTECHNICAL OR CIVIL ENGINEER. \ \ \ \ FOUNDATIONS ARE ADEQUATE TO X _ DATE: March 10, 2017
//i�i ACHIEVE THE DESIGN BEARING
I. A GEOTECHNICAL ENGINEER FAMILIAR WITH THE SITE IS RECOMMENDED TO REVIEW CAPACITY DESIGNED BY DT
THESE PLANS,AS WELL AS THE EXCAVATION AND IMPROVEMENTS OF SOIL.THE DRILLED PIER: 2. VERIFY EXCAVATIONS ARE EXTENDED
PLACEMENT OF REBARS AND CONCRETE IS RECOMMENDED NOT TO COMMENCE 3,000-PSI NWC,MIN S Q t is ak, - 41 P-C p - � � TO DROPER DEPTH AND HAVE REACHED X _ APPROVED BY VSG
WITHOUT A WRITTEN AUTHORIZATION(MEMO)FROM THE GEOTECHNICAL ENGINEER 661- �U�y L�v� PROPER MATERIAL
STATING THE ADEQUACY OF THE DESIGN ASSUMPTIONS AND THE ACTUAL �YQV 1 TOTAL STRUCTURAL SHEETS-1
EXCAVATION. r, Cl) 'L(.�d�
f Ny� 3. PERFORM CLASSIFICATION AND TESTING PRIOR TO
X - FOUNDATION
OF COMPACTED FILL MATERIALS
EPDXY ANCHORS,TYP-SPECIAL INSPECTION REQ'D WASHERS, POUR
DESIGN WEIGHT/MASS SEISMIC DESIGN DATA ANCHORAGE HILT[HIT HY200 PER ICC ESR-3187 (1)EACH ANCHOR
PARAMETER (STRENGTH) 4. VERIFY USE OF PROPER MATERIALS, STRUCTURAL
HEIGHT EQUIPMENT O EMB. STEEL EXT. #PER #PER SIZE THK. HOLE DENSITIES AND LIFT THICKNESSES
lk .L :EQUIPMENT EMPTY FULL OR ICED FTI/I R RP SEISMIC BASE SHEAR, UNIT IN IN GRADE IN LEG UNIT IN IN 0,IN MATERIAL DURING PLACEMENT AND COMPACTIONX -NIT KIPS KIPS P COEFF. KIPS OF COMPACTED FILL DRAWINGS
(N)TANK:2,000-GALLON LOX 1 4 36 5 - 4 STANDARD STEEL WASHER 5. PRIOR TO PLACEMENT OF COMPACTED
(N)TANK:2,000-GALLON LOX 2.6 8.0 10.0 1.25/1.5 2 2.5 0.364 2.91 FILL.,OBSERVE SUBGRADE AND VERIFY X
THAT SITE HAS BEEN PREPARED -
015"MIN REFER TO PLANS AND CONSTRUCTION NOTES FOR ADDITIONAL INFORMATION
PROPERLY
LARD DEPUTY INSPECTORS ARE REQUIRED TO BE REGISTERED AND APPROVED BY THE(f)�OL I N NT ANCHORAGE SCHEDULE SPECIAL INSPECTION SCHEDULE SECT O , S 9