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o A PORTION OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC. 10, TWP. 23 N, R. 5 E, W.M. '�'� 7-'-'�-�
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a Erfe -7 �x/Sf With 4GLF 8 - yb rrptctj h m T6t/= 490. q 9 -TW -F-
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a 1,6`0 Cone. S = 0. �S % Q4 -�` Gr�o'= 487.
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-- 384 Q f /nSto,'�/�v�rVO r00C.5 Wi�h
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To Exis f. 4 : B. Grnd = 487 / � / Grnd= 487. 487.E t S--7& = 489. t Tit/= 496 , 2 * ®
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PCA►M OA RVINFOACED -Ex 36 0 ConicWM r -
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CONCR[TE APE CNI C. M R - ._ _ - -_--- -- _
TA/s Parton SAalI se -
' N.E. 4th S T. Included WIPhIn -me Sidewalk
Bid Item D= Number Of Mailboxes P'os NOTES
02 ww MORTAR_ 2', Allow Per Mailbox
Unless shown otherwise, offsets
�, I,Q 1 �E���� r� •_ ,0-,�. e��� ,2 o �B shown are to centerline of
m - fill
3 I s
basin.
a catch 2. Catch basin atelevations
\ \ o t7 4 grate, , SEDOMN Of INLET P1►E—
BURIN oR Cur ,. I shown are 0.08' below gutter
I".20' Fbrtz, ucarlLL IlmTl/ s, ] rllx . a Z-a �E r0 SURFACE i ,.. I i � I B � elevation.
SCA ("s .�' {, COMCRI TE 04 COMPACT TOIL C OF CONCRETE Q . 0 0 .. v ♦� S i d e w a l k
'O RELATIVE DENSITY ' '\ ROUND EDGES or I• s
i �1} 6 tie%q c
CONCRETE Piii I I`J x Ma r box lu>trer
COINTOM INTERVAL = 2' ►I[OIIMI[D !�[CIFIC.TIa1e s�A++iNo 0 u OR Y P �.� .. .'► '� WE'G J •.'. dt.d J\' }6 .,'.'y JI
�' E 36 0=38035P 12 0 a.1 ]URfACE EQUALS ��0 r� LOCorron I
• ',h--► deed
DATUNk CITY OF REI�iTOf� The Mir Opening Into The Exist a I11[:'.I 2 0 O �r1 ' �_ Corb Q Gutter
Storm Dr°in Shall Be The Our- a-
Side D-ameter Of The PIPE 9EDOINGJ l �'... t °• I i r- ' 8" PVC Flush with Top
B.M. Found chiseled square at end of southerly gas pump Connecting Pipe Plus One Inch.
/ a . . ° •. Of Sidewalk, Deep' -(�
island at Standard station at N.W. corner of NZi � SECTION C-C SECTION A -A n,s "Ortlon Of Tr,e
4th St, and Union Ave, per As -&At Sanitary-,Cewo/k moll Be nc'uoe->
Sewer P D No. 810120 P 2 of 2 dated UNDISTURBED EARTH - SECTION B-B IN N
^"'9' a �'� �r��4� e��� / MAIL 80X PLUG DETAIL w,th,n The Port lon0 Cemen, �
1-20_9L�Iw. = 4CI108. /t1ClJl�i `-✓G ,�'VL='��� lV � �G/�%' �%� concrete Sidera/k �M V1 0
4+00 `1 l 5+00
-D TAP DETAIL \\ Not TO Scale 6,d ItemmNN
tti FIEL s,00 �+ 8 �, •
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REVISIONS
Nr' DESCRIP' ION DATE 18Y
Z Ren tOn 3 - 4 88 ML
•3Q Per Cray cf
f�anfon 3-/D-88 ML
Eca/o�yy B/ock wall
Per C//en/ V4. 1-30-89 ML.
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JOB NO 299-02-863
DESIGNE [
D.L.O.
DR AWN
S.L.B.
C04ECKE0
J•W.N•
OAT E
Mar, 1987
DATE OF
PRINT
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