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EQUATION
STA. 14+35 39 OFF -SITE SAN. SEWER,=
STA. 0+00 SAN. SEWER THROUGH LOX 11
�\ S.S.M.H. No. 5 - 48"
\ RIM E0+03s9o5. 14+�5.39 (OFF- ITE S.S.) �- - - -- - -- -- -- - AF-BUY T CEPT F 'CATE E
a
8,. W =tour _ ." 0a A �,,_.
' HEREBY s a "a3 L0"'NG �GMECKEO REY::
\ NOTE: 1rl�� ;
-0-14.65, 2.5'RT. I(?NM HERE(" T OF
=DIR SURVEY
/ 1 { tiiFC€i�IF�` F ,..►. 4c. UNDER trA�` ®sRECT10N
i ALL STORM` AND SANITARY SEWER MANHOLES, CATCH BASINS, AND INLETS 0
C.B. o. 14 - TYPE I �'' STORM � � a� � SXNITAR 1i AiER W
\ SHOULD BE EQUIPPED WITH PRECAST, CONCRETE BOTTOM AND SIDEWALLS /
w /S 0 I D LOCKING L;I D � -_ ,., I �Q � ''�Y4�f)RZ. TiaJ/�i Y VERT. � � �{` � IAC.ATIOM .
c� Rt
WITH RUOBER GASKETED JOINTS BETWEEN SECTIONS, WATER TIGHT EP('XY
GROUT WIPE ENTRANCES THROUGH -WALLS, AND BITUMASTIC COATING F ALL ) �� IOCAT
RIM E .=358.73 �E. /2 15F�=355:53
p \ /r. /e (w = s 33 INTERIO FLOOR AND WALL SURFACES. MANHOLES, CATCH BASINS, 4ND 0OrHER
Z - ,) 3 11 INLETS SHOULD HAVE NO LEAKAGE WHEN HYDROSTATICALLY TESTED /AT
h -04.62 2.5'LT.
Z o \ ATMOSFIHERIC PRESSURE.
G MIN. FIN, FL0,QR --- JOINTS.SHOULD CONSIST OF "HEAT -SHRINK" WRAP, STANDARD C - RREGATED I +" r
i \ DATE t
\ \ ELEV = 359.2 COUPLING, AND FULL PIPE BANE CLAMPS. �°
Z � / \� ALL SANITARY SEWER MANHOLES NOT IN PUBLIC RI HT -OF -WAY SHALL
2 6 PVC HAVE LOCKING LIDS.
C,o PLUG S'Ti vt77 MIN. FIN. FLOOR
I.E.=355 04 J ELEV. = 388.0 7
`rl� STA. 0.85, 2,5'RT. - TEE ' / 1
C.B. No. 13 - TYPE I
/ �iQ 7,/7
STA..1+26.17, 5' RT. kg MIN. FIN. LOOR � ,' "
'L \ W/SOLID LOCKING LID �
RIM EL_=3&'7.48 IFiz;ls�=3�S.Zf3 �• ELEV. = 381.8 / � a6
` _ MIN. TIN. FLOOR PLuG
\ ELEV, = 384.4
EQUATION \ O'Qf STA.-12.70,
3.37.43 q S. 6TH ST. (EXTENDED) �S' T `�• ,;� ix / /V.
0 00 15' S.S. ESM'T. MIN. FIN. FLOOR AA
s S�ti ELEV. _ 178.0
i
EQUATION
3.24.84 (j S. 6TH ST. (EXTENDED)
= 0.00 15' STORM ESM'T. T\
� � T
6„PVC
p PL tuG
PLUG
C S'
\ \ 6"PVC
PLUG i MIN. F
lV �� L =393.
<p I.E.= 375, Z$
GE O
9
s 6"PVC
ate` 6 A \ \ �+ 4
``T'6-o _o • _ g^ PVC 0 4. CZ' lV
10' N 22&(0 IN. F.F.
(TYP H �ELEV. = 390.
o \
\ \ PLUG
/ �Io -7-4
/' f \ :; � �' -o �• ;' �<</G 6„PVC -
2 V c- �,
/F = s77.641 PLUG
1 � Q� /�' = 38/. Z4
v S.S.M. No. z - 48" SOUTH 7th CT. (
MIN. FIN. FLOOR STA. 5+11.0> 3.5' RT. ,
(, 1y _ A RIM Eh.= 384. 58 S.S.M.H, No. 1 - 48' ( `\ 4
ELEV. - 367.0 moo, / I.E. 8"(E)= /.t/ STA. 7+1-38.14 i5'gr
I.E. 8'•(SW)= odT
RIM EL = 393.48 MIN. FIN. FLOOF
I.E. 8"(W)= 38378- Oil-, T ELEV. = 388.6
_ EQUATION
STA. 4+16-30 S. ?TH CT. = EQUATION
\ STA. 3+76.12 SAN, SEWER 3.60.66 rk 15' S.S. ESM'T. (EXTENDED)
LVNE THROUGH LOT 11 = 4.18.90 (j S. 7TH CT.
S.S.M.H. No. 4 - 48"
STA. 4+14 31 , 5.0' RT- 3
C?
RIM EL.=379.85 MIN. FIN. FLOOR
I.E- 8"(NW )EOUT�
( )- 2 ELEV. = 386.7
a MIN. FIN. FLOOR
\ � GO ELEV. = 383.1
(IV
DA TUiL1
/ + % - �wG MIN. FIN. FLOOR ! Y
-- - --- _ - ELEV. = 373.35 1 i
3 g9'SRECOMMENDED
-- -- - 3 / GRAPHIC SCAL FOR APPROVAL
C , so o 10 zo +o - 80
v
/ GGG M • . -
, N FEET
DATUM: U.S.C.& G.S { �' zo arc. I ineti�
BENCHMARK: CITY OF RE=N TON B.M. No. 260 - -_ RECOMME DEG
\ ` / SHALLOW M.H. CHISELED SQUARE AT BACK OF WALK INTERSECTION, VAL
1; { S.S.M.H. NO: 3 54 SEE DETAIL, N•W. CORNER SOUTH 7th ST. & HIGH AVE. S.
STA. 2+193,52, 5' RT. SHEET 14 OF 18 ELEVATION = 357.87S
2 i /SLL
a \ . •� RIM EL.�374.39 �.
_ ATF k I-' I`IC�INI---k
\ I.E- 8"(s)- /N /`CHECKED FOR COMPLIANCE
I E. 8"(Nt)- ou> U TO STANDARDS ,
\ \ , 0"TE_ •� I �i yr RE�T TON
\ \ c�q,�,v 8 Date ,
\ SEE SHEET FOR TRUE POIt� OF SM DEPARTMENT OF PUBLIC WORKS
8 S W . '
s\s \\ \ \ ORIGiN FOR STATIONING. 0 5��. @ �- 17-
`QC'%J /� /' SPN. D Date SAN. SEW.1 S.D. ' - PLAN
RIVER RIDGE
WHEEL CHAIR DESIGNEI? MD
\ 3�
% RAMP �`' \ 3 ' • DATE: 6/ 13/91 FILE NA)rfE 89041
13258 7 DRAWN: DGL
d STo.PM r S.gdSFK/ eY� /o�29�91
i C P�/ C �� C t $1 • • SCALE: 1„ - 2 0 ' FIELD BOOK: PAGE
1 PER REVIEW 9/27/91 ASP MLD 10/3J91 CHECKED MD
NA L
N0. REVISION BY APPR DATE APPROVED: SHEET: $ OF` 18
DIRECTOR of PVDUC wos rk
W WP - 574 - 20 3 8