HomeMy WebLinkAboutTED4001889.1} \ ` 63. o E xistrrry 8"SS Line /Vew Sections of 0-,/ 50-7it�71-y SPWBr Line /nst r//ed i �n/osedinCorcr�te Under The1W0B Col? act anarThose Sections
/nsfo/%r�' l/rtde� /he �sychint�ic Wii�s Conf�oct
j + s4.o ss.2s 66.0 Shall be Pressure Tesfeo' fo the ReQuii��Ierl 5
\\ 63, �+ O� fife Cii� 07� Flenfor/. CENTER
s4. �s Prior Ta Construe lion, Contractor Sh4// l/eriPy Loc4tion
/I ! • e MJ. XM✓. o f Exisr`i�i��,,9' Sanitary Sewer l;ne With RP/af/on fo Proposed
link fo /►'rOB Corridor, //No Gong/ict Exists Tie/ocntiori of
Concrete Encase New 8" ✓onifary 5ewerLine 3O[.f. 5onifQry Sewer /Y1ay Not Be /Uecessary-
i # From Bend. ,2' Mln Cover Reyurred Over Encasement
CB Il T II I A roximafe Invert E/ev. 4 Bend 6/, 2 f
-P ( PP
3 .._...._.... .. . ..........
Top l02.5 _
In✓. Cuf into Ex. _........_.____..
Line 52.9(c _
TOP 63.9,0 Ex. 5. S. MH
InV Match Exist Line Elev. TOP p $"
-4
COO
To ✓erg 59 4 INV
\ � 62.s � >; � '� .'��.� }, " _. _.. .. fy 50.0 Tip 65.48 C
I 62,8 ° I o 'P _ T CB#.7.. e I / V• 56.92 /Z ' ANC. (N.E.)
Top _ �� $8 _ _. _...__. _.. __.� _ ...-_. _ ..__ . /NV. 56.82 12" CONC. (W)
._ /nV 61.30 INV. 56•64 81• CONC. E)
_-_�-
_... L
s
_._
fiP/u w..._ V
C 8 6 TYPE I I
I
Inv ert C 0 cNp Sour, 4 _> € W �9 .1p��C c6j*6u �T " 59 L .,f /2 „ w TQP b 3. 80
t
ccoru+etcd rd cats Jz ` _ /NV 6
r
CB'*5 Type � Match �� 3"PY�G 7rrrgo�/o�, )oi RECC�1ENDaF�
Inv e 8'' cM P
t � l
o L,3.ID
P Ex Gra e 6 Lac To 6e ,Pe/ocar�rd
I
1,,,,net.d nr4� Ex. Line + # FQ A�NACly
r Cut / Shown For Convemeoce Un/ /+loryfnn Deans
t
Eon trac !»r To
1
I
, � 58.Oo Vera' 49.5 * _ 63.5 ' E Assoc . 111(et Resplonsib/e .oar ,
Proposed E/ectriccr/ Duct i3or. 54.�o t y y, 3. C.�s�9n Glf This Lin„ Se �peciP�catio 8Yl/�..e,a \\ i
Pro tee t G'rnded S/o es From - 62,5 3.5 > #��:Kcas 1ob.o »,ja
{' ? Erosion WIA17 A%0&iir And 70 LF-18 CM P 5 - 0.04M� .' " _.
M1-11'' rc�'iYfh /2 "N"I Over/ap -� \
4
s
_.
T ...... .. _ - 4J
56
_
' to
54 �
To N
52
E • f
env. 0 g
_, NV. 43.2 / 9 7RA, T{�� � few�
.; ,.i't /
MO L /ZA /ON !1N 5 TE C r ' (�
�° UP0�1/ /3/ T A O S f I r
/FY / VZRT ELEI/ T/ 0
oc SR,44L V£R N
r Gravy! Ri`. ex• /6 F-8"Cane 6 EXISTING STOr4M ,jAVrC. /F THE!•cE /S �9
9
1 Fes ref ! �'-- '� T
r 1 I I
.5 = 0. /0 CDNFL /CT W/TH DESK GNED EL E!/ Tt0/YS __.. C. d. 9 TYPE I
__ .� o OF NEW C,4'TCh� BRS/NS THE E/NEE,P j
'52wcu And so TOP 61.80
I s SHAZL BE C0N7,gCTED PeIOR TO \
"Nlvtc/? Exist lirnade w°..a Z 4�,5 nit r UCT/ /NV.
59 `3Q
( > ° G C.D.
o a
LVM'N1ENC/NG J41IT11 MNSTR Pico grain i
A/OTES
9.5O Q i, »48
rking Loyou>i See Archr �ec�c/rn/ Pons . Exisfi� TE5CPa ca � q T e 17-54 � �� v � �.
For Pa711
q
Pondrnrn MO To N I ,
_
Consfiuction �Sho J
4 A,reb Dra
2. A// 51dewalks To Nave Minimum 5/0e Of Z7. P /n 5 - 7 .YV _ �F 9 „ ` Abe 1`r
/Yn n7`ai ed . ee
/ n DUr�ny ✓ 4�. Z 2,�.
4 - 25 - /8 S. E.�`
L e ':S
• Psr chiQt�'�c Gl/in �`
o CO/7sIti-z/Ct/an The Confi-nctor' Sha// / y 47.80 - 8" E. �(
77,
/nBdtu'C'v�/nion/isctthCexi�.'sru��s r�rf/�i Pi �+s
' IPE ;� ,!
.._---\ I __ � I TEOP b5, 39
�DRT tYRArY /Nv 54.85 l2-.
conc. (-E)
..__
E/OS/AVAND SED/H1E�?yrOACONTROL ^ViTHIN 12"COArc.r5)
!11/VFOT PRINTAREA . A1EASORES TD BESh / b
re 4MA?i9WCh7y 11 �nsBE 90DgESS£D /NPLqN /ND OR
� h ^ (
/.E.27"43,89 L177 O'RMA/VD SL&IW1TTED TO Th�,EL'/TI' �t I s t -
ei Ie-1 aor y 5e y e jt 7h7p 14yer- )9// , ' 1� f s r .
v ► To Be 1/eririe4' OFREN727l� ENri/NEER/NCr DfPAiPTMEIV? rOR � s-�L�-�,-----------------� � �
Alid M&W �tf� Bc�s�s lrt-Cot�sfr�rctAa�.q�___ .. _ 1�_. �. - .. ___ ___
' f. PPROirvfL PRIOR TO C0Af A ,fNe1N,1 W/Thy _ _ P/u
o Protect Fr rn S L urin w
o
od Auno iD w - -- --
o A/t en f ,� RUCr101t!
E _._ DNS _
I
€ 1
or Lire .!9 a Ins
_ . _..
Uew1`! S 1 '' . , // on f h a= n 8 "54nita/!
very Ocxr,tirt . '
Lies anc' .7rz.a e ` S Rrles,'ha bei i ;i' I.E. 38.3 ; ,' B 03
rtn Beane of a
e
Sawc:ul And �`;� _._ __ _` _ _ \ Top �!9. $ E C 8 '� 8 TYPE jI
neLess4ry by Cify 0� 12e.e*s., /nsPec�or MntGthEXiStGrade� �� } //►v 7.3
TOP 59.9
Q j r
J To Be' j1e/-W 4,d �� ` \ Corr ro r o l�erif / vert ,
E XIS ING PARKING } � � � 3 ._h � , � �, t Y � �. L
Gcc° k .. ( � I I _ . N \ a�'E/ect�ico/ D.�.c t Bonk
Pr/or' 7`0 Cons t,-uc ling
Q UPPER LEVEL FF 64.0� $form S stern
To S.0 0� 0 LOWER LEVEL FF = 50.0 `\� /
�° I , + S Protec t C-rgded S1q aes I c. w Eros io n
7. _ l With iYlotr`i17�q f/9nd Mu/chin Securely
flrlcliared l�h /
� i 56.5 2.� Mi n Ov�r/
I
( / I �
f I
I
I $ 44 . L� E
..
a
I _
\ __ _ _.
QL
TO fi0� uS t 1`O /h' tch _ r 54 5
)
1 i 37 44 2 7„ \, ' .w To 52.0 �
' ' 3�66 }� /e", I A S STAT1�" N /n� 6*
.- '.✓ ... \ .. �.✓ �...-' ( ._. 3 I �• i I +"� ( ,FI s °? V O 'E t U N D s...« i 7 $y'`@� (�'`-4� }y y
\'
I �
43.53
4 49.95
W�_w- ---- - ----� - -- -- - _.� _...
-- ----- ------ W------------ W --- ----= - - W r� To Be �46ond�r�e�,,� By Others50wcut rF1 -1 Sp�;
4n
Match � I E cn
Exrs t l d oLL o ►L
ao oe o �Ie
r ._-„
` Grade �, ��..� c+rrcal Duct, /
_
/. E, . 538
I CO AlfT OL STRUCTURE
a
\p
R� 's
1 I II 48�I Y.1~
x2
f `
` i E
I Cai+lrrect GroV/A r T i
I Ex7` C` Fot TES
j
IOD�L M
1 6 - -- -
{
q
3 =
Ad 'ust To Of W
M.
iFX. CB To /Y/utc (TE CPJS eLLtoi/ ~�
f Ditch ck Do s e
I aAS- BWU INFO.
I 1- `2
ery Grade 4 3 ✓,j
�-
I 1 F I , � � 4., Uol e o I, � i � •� 7�25-� 9
€ Q L. 8
E � roic 1B4O I Deft 600
/N1 4
25. 2 36, ,f. /
✓ ,..+
L
�..-.,._m......._.__....,"F °.- \'.. I � .,*....m.. __.a;>__....,...„,...,, ..,.,.,,_..._........... ....._.,..✓'`t .,�. ,.� I � °_., 'a..- 1 ✓ ,. ... X `i ... � � � \ I ,, j �,,,�t� ��i1r�"_ '. '
For Morn Line Sewer ExfenSlan �
� �
\ See C,Iy 0>1' 17en><on S�ni,Lary L - - _ - - - --� -►W -�- !°r000sed _ - i°. 1 I N T .
Sewer f>rowi.� No. 5-485 - m - -� CBl T ell '
TOO IeOXCfi Ex. tirade ,
.. 117V Cuf Into E.,(, 27' Lei e `� 1 °� I `� �" ,
, E
42.4 ± . Prior To C ns><ivcn 0. S
.'i T
The Con�rockr 5ho/I l/eriF 4. w
. 10vertE/ev. if Thehei
Con f 1l , / Wi/h Desiy
,
E/e�va>`ions e E `give �
E rrl I Shy// ec Con fac>`e ;Score ''t.
i 1 iConsu �k
I '5fruc tio�r!r. yTL - ER
eir-z
EHG
` - N 3
71,
Fi72�`erirr a77�
Drainy rn?o
9
4 e S .st--. h I E.� , �• N �AN
1 i 1 Be fJvopro ve4' By T e [� T 4 D- r
t I ,� oCAN EIS
I i 1 lrAspector �,+ / y. 3 . �,� SCA E. 1 - 2 �,
SLUM
CX
NORDFORS
Seattle, WA 98121
2505 Third Avenue
(206) "1-4151
KAPLAN
McLAUG H LI N
DIAZ
222 VALLEJO STREET
SAN FRANCISCO CA 94111
115-}!t SIl1
i
e►
•
�F
� g A
LUJ 3
Z
J
Z
W
Z
O
I
REVISIONS
NO. DATE DESCRIPTION
SCALE
DATE
8/8/88
SHEET TITLE
STORM AND SIDE
SEWER PLAN
SHEET
c-1
b
nr
CD
o �a
r
00�