HomeMy WebLinkAboutzS-0270Set� I
1�
N
N
I
CID
(�10
cn
N
N
E O'
J.�._I"'IA[.'11-- -IOL�.
M 7+ °.J I d Fri -.2 + °1P7 F. EII + -� ?�++ I� CAI -10UT - O 0 C
TOP'GL. 3�I.1 TOP GL:. 37 .2 TOI° E�L.. 374:3 TOI° GL. °T4.
I.� 3"15.0'7 b -� I.G. 27331 8 °✓ I.�. 3Co.Co.91 b S 7 TOt°
1. �. b'n
Gl'I iel�i✓le CTYP) I. C - -. 3Co�.35 Co � L
4" PVG 4n PVG 4° iVG 4" PVG CV
I I (TI-) 1 I I o p 5 bc�� I I I
Q G I I ! C
Q N N
d N
I T E _ -7T C-
CLA L
372"
4 i G I
�A'i1TA Y ^/Be bl
ql °VC 0
411 G LII-lE Q
it
- i
LI't =I- . C --
3. G �7 LA 1..LE15 �. 3�-f 1 eE, I
!
C3 ff-Y'VEDT.
VI
>
IL 20 LP 4 N I�
= l°VG L� PVG Gv JL W(�
- O aPni, '0 �. 0 _.._. �✓ =0.02 Ir1 x=0.02 t"III'1. J pJ
0 J J Q I U G W
-t 41 L!
Q
__ L11'1� C7 SG >✓� � � �� u u �- f= XI�-1- �`�. I"I
G@ 190 LP b I°V @ z O.OI 170 LP I° G 5 -O.OI °�
�_ v Cot:? -5LT I'..' ..r
Cb
4 "PVG ICc3 L " G 5 =0.01 A, 2 LP b° r-VJ Gv `✓ =0 I'F 2 _....4" F- 01eCGi`IAI -1 I I - 1.1=. X71.86 b" I`1 w/ `//
0 •�
I+ + %Co A =O +OGG 4 +Co(oA
TOI° GL, 379:0 TOI° GL: C715.2 -. TOr PL-. 3-11.0. _ �✓-S.I"IAI"ILYJLf- TO r- EL. 371. S
:370418"
= .J10.51 1. ' ' OfeAC�l �O- IOOA= O +GL�C7 I.G. a�.G20 b° �W G 3Co�.+=. ao8.-74 Q7n' G
V' 17 0o b° W I.�. 3ob.bOb "W w
",4,44 L), l 1 T_A1 -1 1 TOI° �L. 'X �.8 I.G. '�Co 0 bil I.G.'JCo 7.115) b' G
I.= .3aL.348 I.G. X7.27 !o" f- J L✓ �_
I.P. 3Co'L.78 b" SP
Appro✓ed by Director of• Pub /rc !-Yams
j -270
13 =3 -►D
I I i► J t I a ® �� ® ® AIIIIMMN��
p j D Q Q
Z15
—3"70
p v TOf �L. 3_75� ram �F
'Yo6 GG 3S. CLE t )LIT I. E. 311.15 C0° �J- O - °.O1 �j e
�a° 2 2 +9GA = O +ooG TOt° ffL. 34.2 /I I+ c�
�O'O J.S I IAt 1�JOL� - 721 `'
76)t- EL ,5 Dt 5:
ql " -
" N I +oO+0O �
TOt- EL. 3-11.5 Lam- '�07.10 b° TOI° EL.. 311.5 10
Lam.
TOt° =L. -'/o-7-97 I . �. 3fo5:'L7 C0" h I . E. 3105.211x" h
I.E.�L8b8 °t IEI!
I: E. X2.78 &IE5n c
x O�
1- 11TAIQ f S�w�le I°ROt =11 _t C
10,
- S,a.r-i l7 .M-r 15 =V4nM r=NQF =I Lam- Lit-IM __ _ ut- I � t!:;) Z _ 3
111 =5'(V) L (n S Y
C> I 2 O I 2 3 Gl 5 1
N
"II e N
C ,p
r d N
372
Q
i
F- lt'11�L ---1
0
r �
-
1�
it
oll
°
S.S. GLl=AI IOLIT I°VG -O.OI �S. f"IAI 11 -Y>L� 3
°J
-
zs. ff. 3 50 7 b" !C-P F-
2 +°/CoA a
TOI° EL. 311 4 +51 C7 ! D D
1.�. �1.0o bII W 220 'TOI° EEL- I r� 3- 70.�8� 0 11 1
llJ
rn -Coy F� �'
�,0 L 310Y.Z4 b'
['11TA.1�r Sl✓W�le I°I`�1 =1L)= � s.s: r- IArtuoL� 1.�.e. v" r1 ij E 06
Lit-iEf G mss. r�arluo� rol°:�L. Lo T�
I.� 3(02.PJ� f> "f- 1>✓k�W I.i= ._�a4.� b° W � Z �_
SA,t-I l -TA1�Y �I =1n/t =1e I°I�Jt =1 L_i= O
(1-4) j III= S' (\ /)
O 1 2 a 69 1
I I L__. -.. -. O l 2 3 CL
I i I
70
Q
l�
u
310
J� LF bn I°YG Gv �° p.005 8+ 13 1= O1�J
::I 1 LF 8 1° l sz. r ltat-tl Y�L� "Lit? IP
'JCxS
TOI° �I_. 314.1 FII S' 1 IAI'iL 10L�
I.=.
TOt- EL.. 314
1.lf_� .275.�_tI1
31x0 O+lo8C7= O +Gi�E I.�. 310,. II '� )_ _ 2
TOI° EI .311.0 Tot° EL. 315. 2
I.E. 3Co4.?Ab� � I.E. �f�.74 b° t✓ OP
31xb.t4 b" h
L t=. .3!• b W
SA" 1-TAM--r St=V,l=M t°tQOf==ILi= J
ur � l t ��rll- cote�r s�w�te t°reo�l>✓�
L.Ir1EM ff=
Z70
13-3 -10 �
IY t I I I I At I 1 I A I I I A i s A _�
.._M_i� s n n n nn 4 n nn 4 n 4 1 nr- n nn nn n1,
f -
t°ur'tt° GorITP-"1oL I°AT'IEL' � _ p'�
- GENERAL NOTES:. FQPn TWO (Z) 1-1-11-1 r-5 W /ALT IO.4n CI.I'III°PLE, PXI -IUt:1 (1) O 3° 42 ffL P (1) 11 3° 90` ffL VIG
WL\Plt- 111-16 LIGI --IT P
COf IP P 1�X>P7', 1°I�1EJP IE 1 `.
1. qu cl k a nub performed as pe with the plans, city °c rzu,ron - O' 3" G.I. I'IIPPLE" Px I-IU� C2) 0 3° PL6. COUPLII'iG ArJAI°T. 12 4° TEE �S -
sfand rd � �= f cat 5 a Standard OWITGI -1�5 � ,GiGG�.AP�I� 2 ,
_ -sP di t frmunicipal ...k construction (APWA -1977), unless other- CtYI"It"I- L= 10Y�y1 -'f -- -__. _-. >=oP� PI'1�U(''IATic c - ffP�LS. n u a In/�F'x i� I- 111°I°LB (I) 11
wise nth PI s. In aseofco flict the standard pecficationsfor municipal D I-jEl'-�In,j1��r.1�•L��u�� 0.4'XJ- �i�'I�L)G�p""1, �'' TAI°2 O.S. (I) ® 31I SLUG V -.LV�, P (2.) I3 411 Gv P7'Ox
e
orks construction (APWA-1 977) shall take precedence I�A1'1EL �JUI r-C'r -)7 ® 3 WYE, P (1) O 3 t71. t'i11°PL� PE LGI -I.TO C--UIT 2) kl .4 G.I. �'l/ E =L
2 The existing and approximate locations of underground utilities or structures shown ® p 1 ( O
2 �. C4 x4 :1
on these plans were determined by a search of available public records. The ow er, ! C1-1ECI'"] VALVE P W FLC�. b 3' C.I. I'ilPl°LE, VIG X H (2) 15 4"
C7.1. I-111°I°LE, I°�
d Land Planning and Management expressly disclaim any responsibility for the �IL�"1 �7UTTO1�1 O TOP ��� G�-�AhOLIT (�) O L�t-1� -f1-.� TO �U IT (3)
accuracy or completeness of the information shown. The contractor shall take �ihe I" Iff7E YI
necessary precautionary measures to protect the utilities or structures shown, a nd A0 �EQLJII'1E17
y oth ut I ties or structures on the t It shall be the p n b ty of the - O cork -+�� II 4PJ'I C71A
notify the owners of the or structures = 2 S/�1'.''IPLE. VALVE VALVE.' VAULT n
concerned before re #!-Co AWE Z.1 7. Or"711-1CS Or-1 I ( 'Wff :'nnf -1 1°I- ATE
st
,tractor g tk O 3/4 GOI-1C7UIT- PUTUI�E X INtD AIY7 I''.7CL�1a 1f EI"I V 10
hr-, n be ap„e bAP 1� CO°I°�P 1 ' TELEI°�101-1� i IVIG�. I°OP�T (V�P�T) COYEP), 2 ' l01 1 P) o A>�LE 01
s.�.,gl,- ��+, °:, of n -urs7e gmurd.clec4ri w L.Y� VAULT AL
bK PUye+ Sound P r -4 L,5M4 C°. The r,.°+Ort orad�r,der•- ,C- 70UI"II7. WII' i�.� L:/II°lE' O O 2 O 11 (V.A �✓) _..
ground +sleplro:;e lines eh.11 b do e by P: i-Fic NW �eI IT lepl -,ore Y Tub J -- N
Cc, - The. Conk -ecfor mall. d Hale his work schedule +° STA. 1"1W - a
if- - conealry 4- of +I-e -0 L 6. . .
p�ivak w,r�tee. CoPI°EI'-1W�LI� I O �'
CO
11
GRADING NOTES: .. 11141IdIA d o. 12 - O O O O ID I /��
1 The contractor h II clear and grub all t b excavated, filled d/ paved t GCRI"1L:L1 d. - -
the f tI owner.
2 P r t th PI n t f t tmal fill ba - k f the building to paved
' _- - ___ __ c-.71✓1'l�/1�.�� °' : I° L.AT��i 411 .I°VG
read and concrete flat k orndo the contract shall sc=:i.y the as to b
f II d or rocked to a depth of , x I6) inches Once scarified, the sods shall be con- _
cl t oned to the proper moisture content for compaction and compacted to at least �LIT7�LEP-1 TL- .l h.ST.�LL //�.''���[
ninety-five (95) percent of the maximum dry density as determined by the ASTM J41I CIA' W
compaction Procedure D- 115770. C-�I- JTAI -jT �WI-i.-- JLt�I°� -T I�11 --i - - I°U �II� 5U41710ri WW
3 I The contractor shall place the structural fill material in eight (8) inch loose lifts -- COr1l�U IT X Cl
„conditioned to the proper moisture content for compaction and compacted to at C
least ninety t ve (95) percent of the max mum dry dens ty as detetmined by the AS P�EQUII'iE'b �p II I
..._.... '°''
ASTM compaction test procedure D 1557 70. { TO STOP7A�E��
4 The contractor shall prepare and hydro seed all disturbed areas, i.e., vegetation ,tls�I
damaged, destroyed and /or removed on cut and fill slopes, ditches, etc The seed S��vIGI_ � �' I I✓ - C3 C
shall be a mixture of perennial clover and bluegrass d approved by the owner.
TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES: Po o
1 Where possible, the contractor shall maintain natural vegetation for It control L. 310.0
2 Th _cot t h II t uct temporary Ration d t tion ponds by placing °
L.LJ (n
straw bales nd swales. N
3 The contractor shall provide and maintain all temporary siitanon and retention
ponds in a satisfactory condition until such time that clearing and /or construction
is completed and the permanent drainage facilities are operational. 1 °° _ 11 0 1 1
J
8 I III 111 rIL If'l �yt•
4. The contractor shall return dtation control areas to original ground conditions. 7 N�il`frl��J � C N
i
S. The co tra for shall r p base (both Ides) of bales for erosion t I required. ° �IhI�JI --) ,( C N
P aJlf
Ned
STArie F�LEZ TO STP�AW SALES 7 F Ic
I 'IAII iTAll-1 iC�JlT10t-1 AS P 1EQC7. JJ rJ Q e. lI ,
AS I"�EQl7 r��' 3 �u 171. I°UI IP �I W to C
COLIJI"11-i C2)
IFLEXCOr1I -1. II
\\ 412" r71A. GAGE '-1 G71. FLiYiPI OP WASP, -) .�
\\ \\ COt"IPf"1E✓�.Tj PT.
7/ \\ - TGI- -I VALvE= F:Vc i7L�E.K7 VALVE
114" C--. U. LIFT GI- aAII-I t io i �: TI-J� P��V` l WALL° SNALL W 3
(/ fi �ti TTO1"'1 FI TEPf �qffff-lJK�6L�P`1TUZ��
' C�� COt-1�- fPlUCT�C� AT At°f °P'loX. (� v�
11 F' EEPXJAI' 1C7 I4' cu. CILJAP 0 LCx ATf or t� orl T� 1= t°LAt-1. �I = L
vlz�P- ,ATlorl
�r��� 42° e�P7Aln �- coin 11 -1ELL I°ul 11°� r IoL��L P`>oeX- 51Z- 51 -1ALL c�
PI"lOt-' TOIL TOTTC>1- 1. r -C LiiS
P->o"ro17-1 -TEP,
PAVING AND DRAINAGE NOTES -. OV, i1- IA�J7 =, �/�71 -.I� 4 1= PJOO
1 Finish grade I vation s shown are ground or pavement, unless otherwise noted on the -- - -- -
plan, add 0.50 for top of curb elevations. Ain
J
2 All storm drain pipe shall be helical corrugated alum, pipe, 14 gauge, with gaskets
conforming to AASHO M-36, M 197 M 211 and M-219 as approvad by the owner.
3 The type I-C catch basins and type IV-C inlets shall confmm tc`APWA 1977 catch
basins and inlets as specified in section 64 and as shown on standard plan 52 - -
d 59 respectively. Inlet frame and.grate shall be in accordance with standard L F�r e�J-- 10" plan 0 CZ 4 All structure top and /or grades not conforming fitting the new pavement surface _ 1
shall be adjusted accordingly.
5 All storm drainage pipe shall be bedded using native trenching material. CplyTP)pL GI r-,--U IT Ic
6 Asphalt concrete pavement shall be Class B in accordance with the APWA Standard
,Specifications. ( 15/1 IGI�AMP /3 POLE O1-I I CA17LE 6EfWEE1'; PAPIEL I� �(�� O I:
7 Crushed surfacing base course shall be 5/8" minus in accordance with the APWA Llact ru sTarrr swP r." FF rJ- EPIVIGE C7I 5. 371-it'1 rr-u" r- I"IOTOPI TC' 6E
St dard Specifications. n-z I I sw rP'OV1C7E� w1PUr11° UrtIT - �jACI`11 =1LL V }-
8 The contractor shall provide and maintain temporary sedimentation collection LAfi wr1P nz fv
facilities, if necessary, to insure sediment laden water does not enter the natural su r11 0bP 11 I 1/ II 1'1_11
drainage system. c1 1 4L hWN I %
9. Any soft spor.gy and/or unstable foundation material shall be removed and replaced I1ETEP7 1-10. 1
with other fill material. cn -i cro- 1ALAP'1r'l LI61 -IT- �Et�Et'rAL
10. The toe f fill slopes t--I I B�ACOI- I -P'IAY W /AI"IDEF-> �•�E I I MUNNNo TO-'IE P'IETE'P-+ >` 1�IC� t�l . I°��. Q C3
pes and top of cut slopes shall be located one (1) foot inside the j _ Er1S GPIA'fEi��t CAT 145r OP�"7`�TL7f'1 COUI'iTE PS
property line of the parcel. - _ _ - - -_J 4 I I p S7A1'27f°T -i FOf-1 Eoc-" 1°IJI" r- -
MZ33 1-10 275 • '
r"lOUNT ON TOP OF \ I �? 1h 2 ppF
r''�I "•1 . GApIY1E7 I `t" �T COIL- 1']C/•/ IWA �JTIJ. ` 1' - o
WATER NOTES 1 I I I - I"YJUt'fr I1-101t�E
uuLJl �eI ca�Iner cr:.nn
1-All work shall be performed in,accordance with the plan, Cty . of , Renton
Standards and Specifications andStandard Specifications for un c I works J PUM P 1 PUAMP2, I �P
construction (APWA -1977) unless noted the the plan. Inca f conflict, Io � T�n 10 .
2 . -
City of Renton Stands d and Specifications shall take precedent P� w • '
ALAPII"'I LJ'Uht'I FgPVAYJG.�' I OLD TI-I 1 •to ,f _
2 Water pipe shall bed-40. I +h k- 52 (AbJWA 0-(51--7) with rubber:.. 3 s o r 4 F�I°"JC1-I -IAdr1 -..
G.47 1-10 CIO W E, -1
yaskeF+ype JO rtls: Poe bedd ng 9ha11 be close b (APWA) �W WATET+ FOI'7 120V AC. I o-4y'L f�F �'�/�p `CC�1 l►� �^
Af.APtl•I r73 AUTO O`-lWV L_ � I I1 -_� = -= 1I OI.__I�`J�A..VI _ .
3. All fittings Shall be cat conforming to the class of pipe used. �i_ eoiL 1?OV -.
7� ..___ _.._
4. The watermains shall have a minimum of 36" cover. `� L WATEPt5E7'1
WF4TLJEP1Pr1�F
5. The fire hydrant (w /guard posts if required) shall be installed in accordance with I Lll WO'TEP' I !\ oL1TLET ON �1nET
the City of M-*- standard plan. °-- �IL.EI-LE SWITC4.l ICI /� I�/I 1✓I fy--s I+•I ' 1
6. Contractor vial 1s/I P.0
provide and install meters and boxes in accordance with the City of
Renton requirements. _FZ,OAT t7EI P7 SWITG{ -I L I col- rTr"r�L Clncurt _�
It-1. 9TOP7AG>✓ TAT'1Y -i -
7 e /4', I ", 1'12' -A 2 'zrvice9 9h211 be PVG. Pik .1- '710 - 62uIPI"1�'IT
(ASTM 0- -178 74) these services shall meet the uniform plumbing'. Ir151oE PAneL _4��45 EL,. F'LX.I°�.. - -code requirements. -
COI�fV' -lOL bIAC�I'�AI"I
SANITARY SEWER NOTES: IIQ" G! - IE- GI` -7EP� I°LA-r�. wr 411 4„
1 All work and service shall be performed in accordance with the plan, Pj" GMI° 21 x 2' LGGI°7111C� ° I"..�.. :. 11 G.1.7 I�IJ X ', D - _ G.O.. e
oVEP1PLOW II'iSl°>= CTIOt'1 OI°Erill'iC�.:
City of Renton .Standards and. Specifications, and Standard Specifications for. ' 11 i")J ��{-4 -
munldpal works construction (APWA 1977), unless noted otherwise on the plan. a
2 I'-'IOP7TAP7 OVr =t'�
- In case of conflict, the. __City of. Renton Standards and Specifications
e -o
shall take precedence.
2. Sewer pipe shall be P.V.C. pipe, SDR 35 (ASTMD- 3034). � d
it -
6 e
3. The sewers shall be installed in accordance with the requirements of the GP•II° o " a
II
City of Renton (minimum slope = 2 %). LIFT 1.E. -
9TATIOrI
g e
LLIPT 'Z5TA710r1 �iO►'�A6!✓ 1'1�LA- I101`1�l -III°
°
41/ G.I. I°f=-�. -l0 1)
�XTC -t 1C7 I 111-1. r-�f OUT �lt�>✓ M� 1 ! of
t -IOTA: POt'lC� I�IAIt-1T0 �� col'1�TPlUC'T�C� II'-i col�tl-'lOf'1 TP")�1 -1,1� '�/
wl�' �AVlrr �5ffwffr) AI -Ir.D TO IrITO >= x1cZ-5T. 13-3-10
1 I I I I I I I i i® i i i I gi
I°AVEID AI'�EA -COMI° U['11°AVED APEA. GOMP-
Mj6CnF ILL TO CAGY-)FILL TO EXIST.
Ale) SPECIFIED IPi NOTE) 'e IL CJ�I IZIT�
Tnf5NC1 -I W.
iz - Ib +
PII°E I.p
4, COMIC K7EP°TN W COf tt� CAGY )FILL U51I ICS
ple," Gr?u,�5F -IF=-kD MATEanIAL E=XCA'vH7-MD
.r I °P'7of f TnEtr -i<H
PEA GPlA.VEL, COMI°. I- )E -CIOVF 1F)
Elell cnU°>NEIO rkno l AMOVE I°IPE� Ul5IN<3
I"IATEP')IAL IF P)EQI�. IaY NATIVE5 I" IATL. EXGAV.
TI--IE OWI`IEP') (SANITAn--r N FI'l01 [ Tr)ENr-1 -I, PP)> =f=
SEWE-P) ONLY) �9 - FP}101"f zTC)NOE-,, HAnrI >
�1°IPE LJLJ FZ �` OP)O, f" IATL.
SELECT NATIVE lt;EpblNO °
MATanlAL AFPMOVEt�)
P�1' TI-a� OWHE =P)
)CIA.
bEpt�fl'K"'�P..a�,GP�FILL I��TAIL
WATT; t��7All'IAG�, �1%l�I�i,
AI'II� �L�CTf'�ICAL LLI�1E�
i 121
CAP
N-
Q
pv-
�4ODLE 6 IISTI -I I�'It'E
nEno I t5 ALLm I /6TH DEnD'
TIME 01=510E
konn.
PLUG
-- ELEvw iloN
11�11�IVII�LIAL SEWEI'� I�ISEI'� '`,
n15El}I
SLOPE LATEI'AL SEE DETAILS
G
114" P E n FAT
�" f" Iln. FALL
i 11bTI --I �Er1D -
4 "PVC PIPE 4i1 PVG I°IPE
�EWEI') LATEP')AL'
LATEP')AL SEWEPi PLAN
SAI'11TA�fY �EWEI'�
C.Of ilIECTiOrl DEfTAIL
W
_F21 Hj Q 3
I�oAIDS c c r L
C�P'>AT� � TI• -IAT
-1
FOUFi & "COrr--.COLLAI')
APTEIY
t71��cOrinEGT
TV Cd ALE �y f
AI')OUNO PII°E
THE DACIhFILLInG
Po T ', cvc�r�urewlr�=
OPEI')ATIOn I°.�
COMPLETE
I'Ch O 7 " Y
C� A+ G'f
IC-
OFTOIU'WICUt-01. 1PD
CO
a
3 /4'GALV. n15EP W/2 ffAGI -I
IiP. WAIL� �AIG"I'lTl LA1 JAT r
-I� I
IP'
I°VG
D�J
P�' E A . CO'5O* - rACLLL O I �
4 ""1 n x4LO n
IP �P)EI'iTLY
fF
� -10°✓E �JI�.� (A5 zl-IO W f1
bEnD
II °->#
L Tn F`-J —
��'_On
pry %s t 4�
°JE'T CAl° 2" Orl PLAn�5)
fd
15 -0
15 -d 4!0 (!5LfT7n5P7
_.
rj lEPl P70X (P�STG}
5ANITAnY 15EWff� f
5 OWn oh PLAIys.,'I°UGET �OUI ICJ I�oWEP7 4y LIGI ,T GO. I.�
(AI°WAT fl°� 10)
-FO E -Ar� Y
eELWAEGL Gt'�IGNArlL ff I -I. ET:CI )IE
:-2M1 . ln. Vi
COVE' EP)
I
I�
C�ATE= VdL_Vff
L-
oriGE IN°5r -E ET n, I°U(3EFT r -0, /EP-) II-ISTALL ILL
ol
�n
510E ELEVATIOI i
Co
o
2 °C0I"17. TI- 4IC--? ). A-E4-k I.
COI'1G. CL,�� -� d �j/l
10
J' Co" WIIDE
411 COr 11°T 7WICn.
COt iG �olbEi�!/aL}`�
E5/&,
TO MODILE i IOME 0 Ir)r?GATIOI i I'115EP7
TINE OF conri.� I "GALV STL. PII°E- IDUAL aCX E !?71C'�� (2)
tale . ilEr�l It°t�GT
6
C Q
3/4 °GALV rJTL. i°It-ff -5E5ll IDLE ND= e�>In
f
'��ICAL c57n =ffT ��Cr10r l
N ao
O,
", ",
InSTALL & LF OF 1 1112" Ong" I I'IZ" On 2 PVC SIZE G,S RIOTED
GALV 5TL.1°IPE EACH OI-i SAri S( WEPT � W4TEf -) PLAT i
� O � C
SIDE TEE
AOAFTEn W1 - I° IU2 "O� 2° METE 1n (nY CITY OP �ErITOI
-I)
L Iu ]L
I°VC I IUb I- np' LOI`5 METEI') SOX e` LILT
L w
MP�E fjlOrl Of',
COI' po' ATIOn .STOP FP IGTIOr CO l 1 .
4 -Co
I�rO
O11
GOI-IG. GIJt'1P7
12 -0 41y GtJTT�PI
N
y 'y
Ufl
cli
WAT
- " -' FITTInGOP') eenVICc CLAI" IP
NC TEE :- THESEr)'VIGEGON"ffZ:.C101"I _...
C4�'
• L0
_ 1
PP�OrI THE 1" IAlrl TO THE I" IETE�
PLAN
�-
°�
N
1
e✓ox SHALL �E II'15TALLEI� Irl
- ACC.OP�IDArIG� WITH
p
2
�[%
C 14
g N
THE' GITT OF P)ErITGrI wAT�I I ✓�I�1V I G� �/t I I I -
2 /
..
.: -, I
,� d N
SEc EXI�TIf 6 vC VICES IN i1G -\T41
�AS-f A['11-1Exf=� Pole
I f
�
_
4.11 COr'll° TI- IIGI�. s/bn
L
-
GI"IUSI 1�1� P�G�t
ZJ
W
_F21 Hj Q 3
I�oAIDS c c r L
COt'1G-
DI"1L.IJ� -117
c�� To 5t°�IPI�rJ t�
_TYI°IC/.�L °�iC�l✓V•(�Li` -t 1�1= TAlL__
tam
It ( I I I I SCI I I I i I 1A I I
It?" CI"IP°
I lb" 'E5L or-E=- TO l=t' )OI'iT 4b" t°C'��CAST
12." I'�AI�� / /III I'7AC7 COr'IC. r- IAI -IHOL�
2 CLA�� b
_ �- Of'�It°AGf SILL A�I°N. col'1G.
TO I -XII-5T. AIL Ib° " n
f��t- I�tT-r 4. 51b cnu�N�
ICI �C. e.1 r7�cor -u°ccT lP�b 1��1- i:DITY
T�I'I°ICAL CL -IP�I� � �I�TTt✓f'1 1��TAI L
Al° WA TYI° � d
C�P'>AT� � TI• -IAT
-1
FOUFi & "COrr--.COLLAI')
APTEIY
t71��cOrinEGT
TV Cd ALE �y f
AI')OUNO PII°E
THE DACIhFILLInG
Po T ', cvc�r�urewlr�=
OPEI')ATIOn I°.�
COMPLETE
I'Ch O 7 " Y
C� A+ G'f
IC-
OFTOIU'WICUt-01. 1PD
CO
Iz" Iz"
IH L �I � fI �
�Cff
IiP. WAIL� �AIG"I'lTl LA1 JAT r
-I� I
IP'
I°VG
D�J
P�' E A . CO'5O* - rACLLL O I �
4 ""1 n x4LO n
IP �P)EI'iTLY
fF
4'l
8GW-
WT15
"O6LE L1 " l�r
bEnD
II °->#
L Tn F`-J —
- D.X21'XICo" C•ot"iG. 6LG�Y'7 �:p•
o -
rlL uC-
I" IETEri FE JTAL CHTAIL °
_.
*riOTET6-IE COrITI°)AGTOF') SI- IALLIN- STALL i=EDE- TALSWHEf')E
5ANITAnY 15EWff� f
5 OWn oh PLAIys.,'I°UGET �OUI ICJ I�oWEP7 4y LIGI ,T GO. I.�
CLEA'IOLT DETAI L
-FO E -Ar� Y
eELWAEGL Gt'�IGNArlL ff I -I. ET:CI )IE
O
5T Y 5TTI�IE [
T f= GAf'L )o 11J
ALL 5 FI=F=fL
r�UP'IF��G�J 1"IL1S7 PJf
NOr IE OWNEPI) AT TI-AE TII"IE:-= OF= COI-1171.
GALVAI- 11Z�C7 Al-II� 61V1✓I -1
oriGE IN°5r -E ET n, I°U(3EFT r -0, /EP-) II-ISTALL ILL
THE P- [EETEP'i �, EINEE nGIZE. 7I41=-� I°�IOE�TAL_ T T
COt'1G-
DI"1L.IJ� -117
c�� To 5t°�IPI�rJ t�
_TYI°IC/.�L °�iC�l✓V•(�Li` -t 1�1= TAlL__
tam
It ( I I I I SCI I I I i I 1A I I
It?" CI"IP°
I lb" 'E5L or-E=- TO l=t' )OI'iT 4b" t°C'��CAST
12." I'�AI�� / /III I'7AC7 COr'IC. r- IAI -IHOL�
2 CLA�� b
_ �- Of'�It°AGf SILL A�I°N. col'1G.
TO I -XII-5T. AIL Ib° " n
f��t- I�tT-r 4. 51b cnu�N�
ICI �C. e.1 r7�cor -u°ccT lP�b 1��1- i:DITY
T�I'I°ICAL CL -IP�I� � �I�TTt✓f'1 1��TAI L
Al° WA TYI° � d
° or-)IEIC� I°LATE J
W� l�lA.l -IOL�
a
C�P'>AT� � TI• -IAT
-1
�
P1E� ✓?Y")IG'TGDI'7 /I°oLLLJTIOI
�Jf=V ICI= IS V I - vl�Lf✓ G
�Ix�� O�Of°1= t"III-ib
•
c:
9
- wT[�I- 1CDAi"ll� 6ALV.
II'
pp���
CL�At7oLIT 6ATl= W/
I
-
Tio
Ch r-0 5 = 4:5)A
Gt'�AT� �L. 3-17• Coo
I°a'1Z�
O
ALL 5 FI=F=fL
r�UP'IF��G�J 1"IL1S7 PJf
o
° or-)IEIC� I°LATE J
W� l�lA.l -IOL�
a
oLITLffffT c-�-rT"noL. �TI�I�CTLII�>=
SN��T
oF= �
1�
13 -3 -1®
C�P'>AT� � TI• -IAT
-1
�
P1E� ✓?Y")IG'TGDI'7 /I°oLLLJTIOI
�Jf=V ICI= IS V I - vl�Lf✓ G
�Ix�� O�Of°1= t"III-ib
•
IOIP-)i✓G'TLY OV�P") LAt
�WA�Ef'�T161 --IT
CL�At7oLIT 6ATl= W/
I
-
Tio
Ch r-0 5 = 4:5)A
I°a'1Z�
ALL 5 FI=F=fL
r�UP'IF��G�J 1"IL1S7 PJf
o
GALVAI- 11Z�C7 Al-II� 61V1✓I -1
o n (1) COAT oP A�I°I 4ALT
Tf�f= ATr�f�f -1-t- z.
�n
oLITLffffT c-�-rT"noL. �TI�I�CTLII�>=
SN��T
oF= �
1�
13 -3 -1®