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NOTE.
FOR ACCE'a5 P_Ati'P �. NEW FILL, oN EMBANKMENT
SLOPE SEE- 517E PLAN SH. S .
I -
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zo ;
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I�I LL. 440,20 TOP JF FTG
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EiOTTo!,�1 ..�L46 � Zoo. P �. �
3- I,nAtiI
I Ex TI •� c n =L`.ES_ � �� conLSTf'UCjlo�}
! oo E. '� -� otiL�'
Jk 0�;�•. Y CI T2 U "[EC :. ;5,00c p. s.f
i cotwcEU�RAT_C
' � v. -iEEL _oAC) x000 16
' 4-DESIGN Grc'1' -E21A
I AL L�WABLE !_iNlT �HEA2
j cN Ex15". Es0'(-ok,1 sLas:;'" loo P ai
ExIT. EIJ °.qNl: A1Ei� T
EEAa'NG � 400c P. s.f
SNOW LOAD 25 o.s �•
W'Ik:C 15 �c
r. _. .
E gRr�iWUAKE, U.F..C. ZO�jE 3. C= O.lo
L.L =10 F s �_
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�� CAY GGM PR.�SSIVE
STRENGTH jao0 P.s.i
P2ESTRE�. EC CONCr�eTE: Gcco P. s.i.
: UNF'RES T2ESSED RE -STEEL
- INTERMEDIA'jE G2 HARD
GRAvE CE F09M ED A STM A305
ECGE OF PRETENSION STRANDS A57M A4i6
EER k1 I Fo <T-TENSION� WIRES :AST kt A4Z1
EL. 436.20 I STRUCTURAL STEEL C.5"�'M A7
It - � G- �STRUCTUR.4L STEEL Y R.c10F .7o15T3 rtoT
IL D!P ZINC .GALVANIZED
"�- "�. 7- STERILIZE THE A.2EA5 To BE PAVED WITH
�' � A PERMANENT WEEDICIDE.
�', 8 -FIELD CNEGK DIMENStoNrS of EX;ST.
j RESERVOIR BEFORE FAB21cATION OF P 5 -
I GIRDERS, PRECAST Gp LU KlMS € S'f2UT5,
20CF JOISTS ? 5'f2Uc= 7'LJRAL °_TEFL FRAME..
9 -AT THE WORK Ca MPLETInN GLEAN
WASH DOWN -THE 2E.SER VOIIZ N!lTH A
SO pPm CHLOq!NE SOLUTION,
TCP OF CVRki
E L 43 %-10
Df2A+W[N6 .INDEX _
'�"' -Y<
,� �'� SH. I GENERAL. FRAM1Nt.� PLAN Y SECTIONS.
SH. 2 ST2UCTUQAL DETAILS
PAVING £ SH. 3 PS CONCRETE GI�CERS
GUTTER SH. 4 PRECAST GoLUnaNS � ST RU7'�,
_Di`l'l 4 RE -STEEL BENDING SCHEDULE
I SH. 5 M1 =CELL. DETAILS � sITE ?LAN
cJ' 'v�TI O N � B — B
WALL LINE
10 -:c Exl_"�. ,BERM- .,_�,,
Z. ,-... 3,_o r
Z "MIN.
l __
-' ...iu. iz4"_TMU -.-s ..; :�- ��
i
1jj�ff�
/7 %�7/�
L
'y;.�
�
EXIST CONC-
� 2" A`�FItAL'j' GONG.
_
GU2Ei WALL
PAVING -.
,- r
��
PAVING � GUZ -TES? TY�. ,`�iF_G -j1CN
��.TAIL I 1I4 °= I' -a��
rl- , _ � �a, Fa, �.�cs�
�p[{{E_5'�, I 11 I I ( 2I I I 31, I 4I� I' I 51 I I 6I _� -.. _._.��i�- _ —_ _ —,_� -_ a +.f _._- . ".'1�.. ....� ..._ ,z_ ..
I I 1' II ='I' I' I' I'''i' I` 1' I' i' '1' I' I' 1' I 1' I'i'a' I' I I
f,,
TYF 2,00F S:F`O;.ZT FEND OR _!2Im, 4 1 Z Ff. NOTES
F-,-r, 4 H,
2 x'4 L EL'� TO *G E)vvL. cwL5 A-3 _\
ALUM ROOF!t,� fi 0 tLAR
1_11� E A_um:N1j%i ll� I=017 G•E*,;E�PAJ_ IQOTES� 1�,EV 5ti I
T To DET 4 SE7
�_j o 0. OF SCHEDULE.
D/ 9 FL,)'-,Fl WITH T N, ?-F-Er-ONAIMENDF-0 C:OK'��TRLK:T!Ot4
r_CNr_ 5UF;'OIT I - r-OLUKAN F007IW6S, CUP-5 ��120EI2
L KjF_cp2ENE PUB. UPP >
SUFPOPTS, ASUTMEI,.TS.
ERG rAD.612OUT
UNCEIR FOR I:ZO PITCH I/z Belr-�GLN ALU.M. ROOFING-1,11 ?-F`12EC,�,57 COLUMNS ERECTION Hy
I'-Z' I-G, C.A�,T - IN - PLAC,��. -10-75 A7
u
0 - STIFF; 3-PR' STRUTS EIZEC7'01`4
G t;�"c E R
• A.-- , 1/47 L 'I FOR STEEL W/2- I/i')(8'ANrHC,k5
I FRJ.IAE E)E.7,\jL T 3-0, o.. CONNEC-ION OF RE- eA5?5.
_5 WELD ?" MIN TYR JOIST SUPPO"Q1 ON CENTER
- 1 0 EVERY OTHER 4- F-21:_STZE�55EZ) GIRDERS ERE 71-1"
ALLIA. ',4:'L SEE C-C TYF� GIZDIEZ 5ufT,oRT AT CUZZ TYP. 5RIDG, ING I w CONNIEC710N (OF RE-SARS �, CP,',T-
SH. 5 CONK Fr-71�,N LOAD PT.
L r1/1 11`11 U IN-PLACE JOINTS, 1-0
'72L •14- F,4 -P -F
o ------ 5 _FiNf:0P__L CONCPETE END WAt_1_$.
7' 1-0 1-0 LTOP OF r. -20OF JOIST!, STRIJr-TI-)F-ALS"i EEL
CONC
'7- ALLIMINUM SIDING,
A _IL Upp.
TOP OF C j 3- CA.-�T - IN - FLAr-E. C-Oqck-ETE FOR,
CID R) DG F_ WITH VEIJT F� A'< --
EL 437 70 C, -- ----- Z_ROU12ED NO. joiST 5upFoRT FLOcK 7YP- irOk' re 161 D J 0 1 W T� A71' C 0 L?,'KA 14 5 I�
BR.
IDGMG P2_E57F!E.5bED SiF_L)EcZ t PRE57PE!5SED CiIP-DEP, G-I SH. 3 [DET, a
--- ------ -
j TOP t5oTTOM '517-E AGrSI121EC-�,TE, 3/4, mA�,.
SLUMP 3 MAX.
t TOP OF COL_
-i - 1 4- cox,-r W17H CEMENT -�-,LUPZPY, THE.
E. L, 4 4,:,. 2,� C, EP`
1:0'
C)PEN WER GP�',UT PAD ACCURAIELY EcAS7 ROUGHENED SUQ;�AC_f_� OF -Hr_
>. -_ L PRECAST MIEMBFPS Imtl,,1.�,DIA7ELY
_F1. .040 ALUM
ROQF jO's`T. PLACED, A,_OW TO S�iEET 7ED BEFORE PL-kCING CONCRETF FoR
In , OP-4 PERFORN
I NOTE 1 0 AT -E',LDG. PAPER 5EE PLAN SH. I HARDEN PLACE ALUM,. SHEET THE JOINTS.
COL. t•!"IE5 5 05 �4'1 -'.5 EETWEEN EXIST FOR �IIZFS S�Tr;NG coLUMN. 7- 9'11 1,'" VZ HE c:ONNECT ROOF JOISTS -1-o REA-RING
35 �4 It *5 NEW CC�JCFETE COLLAR. AFTER ERECTING SIMILAR'. To DE7, 4, SH 3 PLATES AT THE supFoPTS WITH TWO
TO FP:EVF:Nl 50WO AND e�,�ACIW,3 CCLUMN '/2"" 5TJID So'-TS'
RIDGE ROLLI. REPLACE. JOINT SEALING C 00POUND
F,:-cTI?!G C;,57 A! rZOUGH O'AI UM I
TOP SET I' :t BELOW REPAIR EXIST WORK
4-0
- FINISH ELEV, WHERE REMOVED OF- OAMAeiE.D
BE(_AL)1zE_ OF CCII,"�JFWCTION.
NEW
W.0
7-7HE 4X4.1/7 L'5 ARE FOR 5JPPORTING
FIW EL 4Z3SO es-t. r_"_ THE PP_ECA,-�T STRUTS DUPiNC, INSTALLAT-
ION 4 THE'( Al2E -ro BE. FZEWIOVc0 AT
J
v-
5UrPOET I I i JOB COMPLETION.
C,12DEIZ _1L
-b-T • T T__ IT 15 OPTIONAL ',1qITH THE COWTIR-kc-TOR
1 7
AT CURS TO USE AW� O-FHER A EQuA7E METHOD t
'F'L 4, 'a OF TEMPOPARY
It U SE. W. C-0wcl -,UPPOQT� 2256 OPEN 3.0 w E I-, F1100F
-4
3 v 5
15LOG,
PAPER BETWFE1,1 1� E.Itt. C.- 51.be r)P-IILL- 1'/Z' HOLES IEOUCHEM SURFACE OF '5YV.ME:7rZ1CAL O1 ST
_ih i,t-posed FILL WITH CEMEKJT
EXISTINC� CONIc. 5LAF A15OUT
EXIST. NEW ccNcF.ETE.
mI,b,,c. GROUT' �FORCE COVVFL'�, 210GE. WITH R,OLL
Tb PRIEVENT P�OND INTO THE riROUT TYP, 1:�IIZ FEND F•AYI_
E
E- OU 5FEEAD FOOTING
P1 A U-P A-A
PLAN
I_Z I-E
PLAIN RIDGE. DffT.3 RIDGE VENT DET.2- LONG WELL B'LG. Ml
DIET. Co L1___11_4
4-" LAP CAST- IN- PLACE I z to ?.G P12ECAST
SH, 5 CONCIPETE 5TRU'T SH. 4
EL. 441.24.
ST STRUT 5-2
L 10"xZO' PRECAST STRUT S-I PF.ECA'
G, 4
�5_, 7
(7� 5H. 4 SH. 4 TOP COL
5 7 3 n1 -7 SOFFIT E.L. 441.1(o 5OFFI7 EL. 441.59 FL..,44-0.2- --77"
EL. 471r. -x
ADD 3*3 TI
4Y4�V?L MINI
L i
5'- 1 1'1� TYR 5EC71ON FOF2 STRUTS IN57#,LL...
F_ O.T� 0- ZO APPROX SEE NOTE. 7 TIE!;
�4 FOR I i
-7 308
ET�
STEP OF EA. SECT. Z_ BLDG. PAPER SE7N I� L�c; PRE�:A-_--l' IC x 20' FE�'E_'AST C011,15T. jT/ lo,x Va FIE.
-I F_ *4 . W/SHEAR VEY W/?_ *6 . 1-CAWCHOQ�-
EXIST. �� NEW CONC,
C SH, 4- SH. 4
6 AS
4-5 TO PREVENT 501,11) EA< STEP
-31, 4
DETAIL 6o
F
5 EF
-1 EA. STEP. EL
NT
K10TE!'.CFFEE7 A-r&,E
VE,P_T- BARS TO M155 CO�_ C. STEFS 70 1 CHAMFER NF-W IZQHC.
STRUT P-11INF. "IATC.H E�y,!5T TYR.
WALL
I CCVIWG
AC C) 2*- TIE�-
'Typ FIN. F-L., 4Z3
- / E . ist. C-6
OR BA.P-5
F
IT,
7 TIES '4 ANCHOR -3'4 LON��, Wail.
NEW CONC. WALL EL. 4`54 70
c T I .
- c ["," 70 A5UTMFW7
T IREV.1 DATE.- JL� DESCRI PT ION BY
E I,; T Q UT
AHU. _T
PLAN Z_
p p- IE;7 012 m. E r, 7
OF EXIi-T SLAB ExP. JT. FOLI E? E IN TC •N
CITY OF Z
APPLY CHEM, SEAL L)TiL17ttiLS, Z_1Ap_TI`IF_N1_
APF
F__
'SEALED 'AlITH
TY 130NOIN;G COMPOUND 5L.65 with Fp_OJEc-T W-98 2 00.Fr FOR
Z�'7 0 7 5F_FOWF_ V,,.tF4q mc-b— -7 EXIST, 1.5 M•G. 2ES�ERVOjp_
PLACING NEW CONC, DETAIL EVE
-7
R
BLDG. PAPER BETWEEN 5T2UC__T_URAL DETAILS
E-Y,15T. 4 NEW cONC,
SCALE:
A�FROVR
4 AS
To PQEVENT P�c�-ID,
HALF SEC T ION B -B DATE :APIZIL Zt.,1941- V T !�LT it
DESIGN $4-
5YMM ETZICAL ABOUT I ING ENGINEER
DRAWN J - PLEWIS I T., -14 - 1�__
CONSULTING "'E
)NO
HARD I- LFF CHECKED V
RICHARD.
506 7H 7,� E
r�[ A k.^ _r% C Li
ITA 1- 14
I - `�OQ GENI ;ZAL NOTES SEE 5H I
7 •
7'-- 1 1 ES C-3-4 8 Z- MIDSPAK SECTION P- 1._S
-o' _0ijG 5TR. Ac 253 5j. i
_'4 FULL LENGTH
- TYPICAL FOG_ G-1 0NL'f' 1, 4
PULL 1, 84 5 r,
IF S6 = 2,040 ii,3
Yt = 16.8 irI
7
Y6 IE, P in
4
-4-
V +
F- 3-LJAC�<ING FORCES
4__
L PRETENSION 12-34S'1RAi,!D'_ I(S Vip-
P05 Ti 2-O-2!6`VhRE5 115 Kips L
'10 5,-G
1 4-C MPP-ESSIVE
0. 1 7 7 0 STRENGTH OF c--,JcFE-,F-
I - ROUGWEN 5HADED �,P.EA5 -/ __ ---
AT CONT.
a 4-V TYP, FOR (-1 ONLY ENDS AT THE TIME OF TPANSFIEP
4 ------
SHOWN A2E_
2 011 e I,_3" E�MNSIONE; AFTER 5HOr7EWONG DUE
5 .5 11'4 I-Z' Ei i
C) s 6 TO PRE ES_ AND 5H21INKAGE.
FULL Lr,
T
IV, 4 P (S� Vii 4 -1-4- 2'-a'5'pL10E
_4 SFIC G-FABRICkTi[ON TOL.1i
ATMIDSPAN
5TEIEL LOCATION t V4
r-�2-s$ SECTION t Vs
LENG7H 1/4"
'7- SMOOTH FINISH ALL SURFACES
----------------- I .........
i I 11 EP� AS NOTED
T J i
-Xr
PARAE1,GLIC CURVE 5-Rr_AMILY VIAP-le ALL GiiF-LIFIRS To
INDICATE THEkR, LOCATION
TIES
2 10 CRIENTA71ON IN THE. 5TWur--r,)P-Ii
2/F
\-F2I1YS5imr_T
IX i A, fl�) HOOP :�
IZ G. 276, WIRES ANCH0i D N
DUPLICATE 10ENTIFICA-TIC1K MARKS
THE, F _ACINCa PLAN.
IN i t. D. TUBE I UN IT Wj
DRAPED 5YMh/,ETQICALL*f I sZ SPIRAL
I 1h. " p
ABOUT -�
CON-I INIUCIUS
D
R C E
4. E E Q'D
1 15/6,
v
Oj
DISCONTINUOUS
END
2 4 2 Ep'CD
_ Va " i I . -G-
15/18 _j '1-3) HOOPS
14., 1 4 8 3 �'/4 14 1 C: L. I
I J I r- 147 2 TIES
'4 5TIPRUPS
_t
PAC E 5 S 33 4
I DE7• 4
49
CONTINUOUS
END
1 '/4
_10
'o
1 DISCOwTINUOU5
END
1) E p-
ai� - 7 3/4 "
G - 3 - /,s s i- ow t. , 2 2E. p'iD
G - 4 OF R 0 5 1 T I- SKEW 2_ 2 F_- C-, ID
4
AT CONT. 1i E im D B L 0C W-
a -4 �7 4-
1 -11
J 'i ST R. U4CL +
U
FULL LENGTH'S
KEN AFTEP
FOR CONT.
OF ALL
)ERE,
FINUOUS
1-2
B x I'- ?'X Vz' FL I
5ET FLUSH
WITH TOP OF 1
C1IpC)Ep
1/2" ANCHORS
BEARING 5TF-�LL-
DETAIL 14
,&T C.OWT� E ii ONLY
I F 3/3' S7P"mr,5
IXi I' CL. go!- I2 -0.271 WIRES,
F_ C1 4 PcST-TFN NCt, HOOPS
w."E5
IN II/2 I
UBE • 12 -'5/8 5T2AN[)S
5T12AIGHT. WRAP
E30TTOM G STF_A1rQDS
CONTINUOU5 1
END i
i —
I i:sq: FOR E�)-, o , #'T ra I R D F_ F_ E m D
i _____T_ - - i-CLY -
--I CHAIVIF-FI-2
4" 2klf lh44i2�1r 11 2%4
�j
1'-4" T,, PicAL. 4 -i
C) 5 F A N Euc
TY R I C -\L E- C-T I c)N s
1'1'I - 131
\
4 - DOWEL5 11 SPACES O = 33'-0"
... _._ __. _.. -- -- - --- - --- a --.. -- '101,T W/2HK.. To TOP 2EINF
1- O I 7, I I -3 — I 10, I� °�' 7
I... 10
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or 10'x I/2 " -� I I I I I I •3 I n N,
/ f 7 x
I if q SnT7'22UF-
l I j -� ANCHORS I - 2'8 _
AF c2 z= r -- CHAMFER
LIvG/ 10 z'. 3' _ l0 -G 3 s7122UPS S. ,,..i..s. I2-2 STI22UPS is I-4- � to -1 3 571. Rf:' J F'5 �:'_. C°___ 13-'I- _.- 10,--- ITYP.- �I.,cL.' ALL
_ -
. �..- I 10 10• O CORNERS
ROUGHEN END FACE ;� 34 -2 „ _ -�,,,1 �.. L. _ -_- -_
a S T 2 U T 7 I e 4 LEFT. ENID MI D5R4N RIGHT END
DOWELS: 8 FAc D-= Z4,-O" _- - - - - - -- - - - -- TYPIGAI �EtTt01lS
I 2
DOWELS (4, 3-0 . #6 DOWELSC ?-O - G 4 TO ?o
7 —2`:' 10'LO>va w /z' -- -3�7 LONG Jz'Hc N - RE1�F�
I '
I-
T4 I2s7 I I I I I I ( c Ni 35TIR iI
_l ==I==- -- -- —r—�- —1 -�- - TYP
�J
-- �— _
' . -. 4 STf21 - )rf_ .0,_.
10 - j IR- 44 �
ID• I I ; I ClT f�2 C_
I
pRO S. ;e E.T. Lam_
STR If -'.c fN'; C'OlI::.H EN , 1' CWA�i j:ER TYP. BRIDGING CON ".
E.NIi FACES NOTE, : 01-1=5ET BoT. BARS AT -'T?vT ENDS ALL COQNE1Gj �pT� ALL STR V ?S
/ To M-s5 -FF aa>z5 ¢ cII-L. REI+�r. END -j- MIDSFAN
U -_ OJT .� \O QEC,t% D. TYP. FOR ALL 5'RJTS I -
YPIC,gL ` _; ioiv5
r_ - -
� ^I
I
I it � .,i•..� -fs s7 DO \1'::LS I .I � + } a �.r.....
�0' LONG
I
Qi :S x 3 x I/4 L I I I - -- AFTER 5, 21F'PING — - - -'.
Imo / Z N S.. I I f 5y / ROUGHEN TOP FACE I 7, Ion I b' 7.� I _6�_ ! 6-7I 6 -7„
5 ANCHORS II ,� ,r--- ._- -2v�'7 ^.'•i -
-_ -
�T3~L1T
\N ,
Q?
xN�$k5'. aLw. .. mA'r�a'2fidd.. k.'d M11..1hJ Si ,'attA '> y:. t A M1tl3
� �M1
1, T n, >
1* 7 x 8'- O "E.F.
Fl
3 Ti-5
II 5TAGGE.RED
-J! I - F _.. BASE :. -pUA2E 1-4
FLAT
COLUMN o '-s �EQC
tl
O
N
I
m
MARK LOCATION
TIES
51ZE
�� 612DE.R SUPPOUT
AT CURB
IN PAIRS
�`S
1' 1
O O //
2s
HAND
�3) . ABUTMENT
E
to �c
u
201) --�
N
- -T
ST2UT::
INSTALLATION \
._._--
84t-7 DOWELS
2
OI,Id
L_..
I
_f TYP.
• la
\N ,
Q?
xN�$k5'. aLw. .. mA'r�a'2fidd.. k.'d M11..1hJ Si ,'attA '> y:. t A M1tl3
� �M1
1, T n, >
1* 7 x 8'- O "E.F.
Fl
3 Ti-5
II 5TAGGE.RED
-J! I - F _.. BASE :. -pUA2E 1-4
FLAT
COLUMN o '-s �EQC
tl
O
N
I
m
+ - } _7_ 1 - -..
+
coNN. D<-wF -.; ^; N,T -S.
2E5T•EEL BE�IDIm,
MARK LOCATION
SHEET
51ZE
�� 612DE.R SUPPOUT
AT CURB
P
�`S
1' 1
O O //
2s
HAND
�3) . ABUTMENT
I 2
to �c
H 3/4 T
,
i--._
C4) do
c c4•' -- -.._
._._--
84t-7 DOWELS
2
i 7
iG j d o
2
LONG
� I
,7 I dO
ri '
A, 2-
1 3
I aFS
a
Tc
s
1
-_. -
TYP. ALL JOINTS
- -- --
21/2 THD B.E.
4 °3(--' c %5 E.W.
�-- -
-S
1 -°7 x 8-O• E: F,
J
444
�I 1 `i
ADL 3"3 TIES
FOB r)OWEL -:
Ell .
—_ -i
8 -7 DWL. a -O' LG
i13 TIES
C'4' IN PAIRS
� -r
10
4"7 ST42. FULL Lti-
0o "7
L' F S7Ar
_ —
1 CHAMFER
ALL CO2NER5
1
I .
+ - } _7_ 1 - -..
+
coNN. D<-wF -.; ^; N,T -S.
2E5T•EEL BE�IDIm,
MARK LOCATION
SHEET
51ZE
�� 612DE.R SUPPOUT
AT CURB
2
�`S
;z do
2s
HAND
�3) . ABUTMENT
I 2
�`7 1
H 3/4 T
,
C4) do
*7
(6 dO
2
i 7
iG j d o
2
1 "4 i
� I
,7 I dO
i c
I aFS
(8~ CONC. 5TEP5
J i CGL Uivliv
i
i
i
I
r ( P.5 G12DER
5TIRRU PS
i
2
2
4
s4
44
*7
I
3 �4
\2, i l
�3 I d° Hoop S 3 i*50a
(14 I cio 'T IE5
15, do GO-ID
3 az
3 3
G SCHEDULE
DI Aug A M S
NOTE : ALL DIMF-M - &IONS ARE
OUT To OUT
4' 4'
R E
N ril, z1 •,` ` . 41
10.. 8" I• -6•
1 =0
L 5 �30�
G �' I • -5° -N I
N' N =�
t �N
7 V_
MAKE IN
OF_
u'1 PAIR5 ONE
N ) -N
OPPOSITE -
HAND
o.
IZ
83/4
H 3/4 T
,
CONTINUOUS
_fib aw N;
ENDS
FOR SKEV,ED
.M i
END5
TYP. ALL JOINTS
O
mr ------�in
4 °3(--' c %5 E.W.
IS
NOTES _
1 -FOR GENERAL NOTES 5EE 5H. I
Z- COMP2E551VE 5TRENGTH OF CONCRETE
AT THE 71ME OF INSTALLATION OF
PRECAST MEMBc`R5 2 500 S. .
3- PP_ECAST MEMBERS -fOLERA'QCES '
MAIN Z EINFO¢CE<\'' EMT LOCATION '- 1%4
Ic� oss 5EcT ION *- 1 /a'
LENGTH
I 4- SMOOTH, FINISH ALL SU2FAC.ES EXCEP'!"
AS NOTED ,
I 5- PLAINLY MARK ALL PRECA -. CONC.
MEMBERS TO INDICATE THE TOP OF
THE MEMBER AND ITS LOCATION
ORIENTATION' IN THE ST2UCTUF' -E.
DUPLICATE IGE)..1TIFICATION MARKS
oN 7HE PLACING PLAN
G- PRECAST STRUTS SHALL P-E Hk.ar->LED
IN A HOI2- IZONTAL UPRIGHT POSITION
ONLY. C.oLUMN5 CAN SE HANDLED
IN ANY Fc-- 1TiON,
7- PROVIDE LIFTING LOOP= For HANCLIN`a
e, IN57ALLAT•ION OF PRECAST UNITS
DESGRI °TION I Ere
7- fit hENTGN
-._. • �F
__..I 3 UTf LITI E5 0 - n. _PART ENT
PP -OjECT W-98 I-OOF F0P-
��.` EX15T• 1.5 M.G. 2ESER.VOIR
PRECAST COL UIVINS rJ T RUTS
6
SCALE _ €IAS 5NOwu APP,ROVE9,1
+L {
DATE :ACZ!L Z. !yG SUpT . OF U11 ITIE
DESIGN L. C 1 A •,
/CONSULTING ENGINEER VXV*V'N . P.Er'JI <_ --
LITY NGjNEEiG__!\
RICHARD E. WOLFF 1506 SMITH TOWERSEATTLE 1^�'N. MA2 -0944 5312 -� SH. 4 OF 5
P2 i !F2,2(4,
rt,nciEli I I IIj I (I 11 11 j
I'i'i I I' 1
1 'i 1 1 I I I ri rI '6 l
s , a a s
s y.
13; E �„ '�'`t J 31 /Z, 8 WALL .LINE.
- - - -- - - -- _ NOTE 5
C16'-6'= Z(.- O O.TO O.. _ .. -. - 9� 9 SPACE5-C 5 4 "= 16 O C..TO O rZ II 3! R` ALUM. GL05 URE. -
a55EMBLIE5... 2..E •D. 4 ASSEMBLIES R.E D p _ ,LUW. P-OOrI G i O ' M - FOR GENERAL P;OTES SEE SH. I
Q_ ...._.- a 4 .OF or- A .CUT TO SUIT
I
I: �T 57`2UCTURAL .STEEL 5:DING FRAMES
04 LlJ (L ', WELDED FABRIGAiION.
iI AsHINy 3- CONSTRUCTION JOCNT5 FOR THE
- 4x5x 1/4'L j ��¢ I -4x3. x+ /4 "L i `NEN/, III V \-\ I: I, '�'� NEW CONCRETE Wf+LLS TO HAVE
TO= OF Oiu I
R ,. i CONC. WALL 8' I. _. --2 /_x2x 4 L WELDED NEW CONC. WALL _ i 2 °x4" SHEAR KEY rt V EDGES.
CURB WALL. - -T '�x3x 1 /4"L'S -. -. -_.. `I.d -' ---3z3 x%4 L5- I : - a' _ TO /o CN /c 10° LG. TYP. 12E +NF. DET.t'r j LOCATE G- ST!C,: .JOiNT5 AT ISM±
EL.' 437. O N + I .4" VERT.s4L I.6 t
--7 -} ``�r ,F - \ i °y. ' EF STAG. fI V✓ /2.. HK (? 1'- O n TO MATCH EX.f _'T. CURB WALL -
I
\ '. I.I I I :O r._I m \I - s PROJECT 2' STEEL FRAME "L1'., f -.1 NT5,
i I. I 1 i HOR. 4 EF
r TYP. F012 CUP_VED
:.. @ I -O,. - WALL _ I 4- DE:,A1L 5- WELDING OF 2E -BARS BY
ll ti L �.. 4� 16 - -- ONLY. T' --.- -• ... �._. 5, I QUALIFIED WELDER.. EACI -I c_oMPLETED
• DOWEL ..
_._..... -. _ _ CO JNECTI N TO B INSPECTED
S
APPROVED BEFORE. EPLACING THE CAST -
-.P5 GIRD52 \- GIF'OE,^_ SUPf�02T .AT CURE �- Ex, st. Co. . curb W.II FASTEN TO EXIS'i. cVRB S,r, DWL I -6.� LCa. Exlsr, Curb -� �k�. -.G40' ALUM. FLASHING -r IN- PLACE CONcr_E'TE,
5H. a WALL W�3/4* 3 UNIT CINCH @ 3' -O'• *_ -DET.a "Wolf ZALUM. II DING !n DWL 03�-O 5_ _
o. ELEVATION = - - i SEC . I SEC INDIVIDUALLY COMPACTED. ..
t
(/�,
ANCHOR ,� 'S' -O - o. c. _ e (-Cn LG. F'R0,1, 10..
_ V v. NOTE'. HoR DIM.. N,T:S. I2 I O T. G �], /2 - !-O T. -jED. GON'TR OL
SH. ! r- -TOP vF ROOF.,J01 ST a 8 WALL. LINE. T
s d ! •N \ r---- m TOP of -i 2C- oUTRIGGE2 SrtO!: <_"�°U.RE FOR NtiA : "Ur =1 CErJS IT'f
TYP. ROOF JOISTS -�
CONN.'Z. -/2, STUD + \ J -'TOFe of WALL N >- �;: -. COtJG. WALL N ALUM. QoOFI NG 3 -O� 3 -O± 3 3
'N N' .._ .- '- -,- -. AS PER _PE. -IFIG TION
L _5- V�LDTGERG f�' -.� � ,,`\ .�. 7 ,h" � --NI}
r•. n n
— A s.
r - --
TYP. CEINF; .t M I - -- - -.�--1- .- ..I -_- R ---- -- �- fI /z 040 ALUM.- .r r j{ - Ji ---.__.. i -6{ `! _
1 j
E.F. - I I .�._... -__
SEE DE 8 1 -- - - -- - -- / I �` _ FLASHING, e.. WALL u I
y T �{- _ - -__ �. \ LINE L DRILL II�2 xS HOLES FILL EXIST, ��
VERT '-t- ....
E.F. -STAG',_6 I p I ` 4 E. C9� 1'O OPEN WEED WITH CEM:. GROUT J7 N
f 5x 3 - O "E.F. {� I + �. AT DOOR ONLY / W ZCL i_:cL JO1 F 2G.E D 5INTOGROUT
HC2. #4 E.F.. I t: �. tA. COP_NER 295x8 -O„ 8z8X1�2. FE �/ �. ..l.LL
200E ST O W
\\ I ! F I' a Ex!s+. C.vrb Wall
i I !� f—, BAR I I 'I� DOOR FRAME W�2• /2 ANCHORS L NE�V J
E,-.. ADD 4 4 F.F. - -- -- ------ -
1II•._�
HOLLOW ETAL DOOR S -RfM . F. � I j- n I. �.
s T, �'.0 '�3 L6. SET FLUSH I GONG, WALL -.-I
1"i DOOR. Ft<.AME , I ,I EA. JOIS .i'd,. �I, I "x s /B`F. B, WITH TOP OF WALL h ;' -., -� -j-
° , J ;r1 I To ii, DcOR STOP : AT EA JOIST !.j. VERT 4C.;.1'a.
TOP OF CURE3 , ' I� �C !I� i ADD -5'4 F.F. G 33 _ L Ij` ;O ! GL- 43'1:10 E. F. STAG.-- 6' -_�r��
WALL - -�� I g �G 2. ~�v °. j I EA. JAMB _ I I" EL. 431 :10 ,� -NEW CONC, STEPS --_-\ --- H02. "4 E.F. �... TYF 3I t�
!'I
L. 4'.'1.70 I o_� I I, I `ECT. B B 5H -2 tnf II a 1' a 9 N O
'j" 1 _I } _
�, Fr'�
- -ACC F 'ONL5. Exist. Cb - ! ��._` -`� I,1 L # 7YP �\ j
- I- - r F cA JOIST WaI I ur 4 E.F ...� {r4 (C-- 1: -6 \� (o DWL_.
-O E.F. ?AG. GON °T . T.
P-
E-5t. Curb WgIi '3 / C_ Dc,r` OPE,_ING 3 -0 TYPICAL \ -"(, DWL 1 -id LOUC '
_ T``" Ex,si. �.o Wall \r 'EVV CONC. AL_L..
-- N W
(� s' -o' '- DET. 8 \. - I
a E1_E_VA'T;O!V _. U - G 4 Jry I /�' = f -o° vi "-CT- o J -.� 1/t I o, c��GT o K - K 4 CONC. WALL TYP. REINF. e
H. I �-- FF CA5T-IN- PLACE '--- :Ipp -- - BACKUP ANGLE DET• 3 N. T. 5.
CON C2ETE I WELDED `: ?L1GE ��-- - - --- - -_-
@` + - -.X i '. „�iJ�� --NEW ACCESS RAMP
ROADWAY 12.'W i
10 -IG PR'.ECAST f \ti \•\ , - -- `. ._ __ / \ �. 10 c _ F
T
t..
STRU
'O �_ > R5. G1 12DER /� - - - -- / / \ _ III -'; 11' -
f
c .
Z,
0 x 20 PREC A5T �� , 5T2UT 5H 4 I % -
N _ NEW FILL
I I I
- -- -. .,. -- - - -- to R"1TCOL 4 \ �, �\ 5 -3 7IE5 -t=op ,4
-- . �' I\, - COL, R.E.INF.
- _ - - PRECAST. .i I} T R '7ECTIO ' ! _
#to y!1 COL, 5H 4
I - A T IN:- PLACE a
11 ' I' , ! I Exss,.. 2 M.G . t''_esery o�ir �x i _t. I:S- 'M.G. K.c -x.c,� volt E �,t
r I f I. .I� P
CONCRETE _--r � F
�! I T O BE
G rJ Qt IOrSS
/ P.S. GIP -DER 10x20 PRECAST
STRUTS _
I �-
Lj
P L A N cJ E i C) 1 m-
GA5T-.!N -PLACE 10 _ 10 10 BAG.Ku .0 1. 'r._
I
GONCREI E I '1” -�_ _.„'l _- WEt- i3 =_.17 s? +'._ L ..�,....:_: /s TYP. I
\ W ELD ITT 12
i'
I\ / Exsrat
r F. H. Z�
- 41 •\ - ---� �� r To 'BE MOVED >I j
\•� -' \ L ;st Se El. •+ 20- / BY OTHERS W
GIRDER -�! \. tV' 6ACKUi" AvGt_E -� l%r i, .. .:,� C 1
- 11'i?mr -- % Exist 750000 I j.
I
-- -�
FI._LC FEND TO SUIT I _�
BAR SIZE....
BACKUP ANGLE
WELD.
SIZE
LENGTH
-L
- L
!0
114111 �1, X 144
Co
'/4'
21/2
7
IAxi' /?x 1/4
G„
316
21/2
t0
2 "x2 r' /8„
Sn
1/2,..
-51/s
�.
__..T.c, o{.Exist. -E,.,6 _��� .Gal. Etay.
\ \\j NEW TOE OF SLOPE / i It i _
lU REV. DATE DE SG RIPTION t BY ,
! EYCIS.t. Fen LC
-i i
10 7 COL. 2EINF __!
I
!I
Ii ,!
i ;i
X3'3 TIES
FOR CcL. 2EI,NF, Q.E -- �A25 CO;v NJECTION
L ADD FILL- ON EXIST. EMBANKMENT''
TO SECURE 1 ;4. SLOPE .
;
I -
UTILITIE_S DEFA2: Nil ENT
- cam: c� t '
- ✓V !�C.JOF FQ(2
p2E CAST GOLUMfJ
I
I I
I �- 5•x1'- ?_ -, `'�b ..THICK
AS PER TYP• cECT10N ....
-
Y�
:,✓I �ifx
Po
1/I. G. C'_. .0 -
i` Y �T. I w � ICVOIIZ
1
cH. 4
I) NEOPiLENE 2UE3B cR
�/
Ya
CELL.��_i T. S iTE PLAN
I'
I
�y -�
BP-G. PAD.
4i TYP. AT .COL. -
SCALE :AS SHOWN
APPROV/ED �
_
<. - .. ,. •s
.DATE .. AP21L 7a 194
t
�
CONSULTING ENGINEER
e G- IRDEP -5
I ^ -^_.DESIGN
- -TZUT5 ,,�J 01 WIT - NT 4...Oi_l.lM tQ a• I" = 1. -0,.
`' s �
•, ':
_. j ITE ALAN .. I 4-0
RICHARD E. WOLFF
DRAWN. J PLEW15
CHECKED
i?ETAEL
MI
1506 SMITH TOWER
S H.I
5EH,TLE,WW MA:=- 09.44,;
DWG.NO. 5312 -D SH. 5 OF 5
i
Des
I I
"I!xrNE6 1 I. II
I I. I� I; ,,','I'rI'nl�l�j'e�•I'j�n1'1'lu I I'I'iilw ;:,��
2 3 4
: