HomeMy WebLinkAboutS-05133DNIA f)I VI 4il(1�', IIAN i� ��
Il)f' H U3 I I - - I �I I
_ .. � 2.i ZES 27 Zg i 29
7 t � � / ,
1 r� T� 2�2 CWF�i.TD�N- »"�LA.Cf i 'i�ER PER CETYT�f �I PLA40E
�� �I� 1 '� � � -.; � Pri S�iziI7�lUE B� S'llIPPED REMOCIE Au'�D FT ®r<FfrxlC� P7d I�IM 31.30 i
,r,ti _ E _
i I � ,���
SG �rtN
�R014 TRAFFGC CP,tRF3 I��IL�fiF14@ i
• � <; -ia� ; � 'c wl �, n fla_` } '�' � al; � � -c � . '\ � z ��r.; � APPRNOGX.�LOCAT�R� CEirVtE �iii'P I /. I i iF 29 3v v'/ i (R,. �
.,.. __ - � a :za �nr _ -n.- � � J -���t -� �I�I I I
� � N
r
1
_ _ _ _
/ � � � �� � . r r m ; ' r� t0 STA 2150 _ 5 � � w
SCH ®. B SCH
�! �,%' .� '' ��ry W NEW 72 99 kfHl
( W
N 4TH ST
��� �P� �� i/ era ^� 0..� � � CUT CN' EX_ 24' � RifWi 24 E- /fIG�= ;: � ., � -:: I V LOG p
(� „� � F:rv�i� �' � ��_ ; Iv � CGNO �'��D R UFf6 � NEW 24° SANITARY SE9VER o ® NEW 24" SANITARY SEWER �'"
.� ._ r
CURED -IN -PLACE PIPE LINER � CURED -IN -PLACE PIPE LINER �
%'�� n1 eE'�2 SI\Ipi��'} � C'_��S f � a Q
�B REI.EOVE AE�ED �FEPIL�R.CE � e SCHEDULE C rn SCHEDULE C
Q \ Fcliu! ail EXISTING U, PAV�t9�1T 36 36 ~
�-- s¢p Spa D� 'Ai - ° �
VD GP W
W - — - r0 -UGT z
Jl1NrTIC�N MANHOLE DETAIL � �,�
� URING S INF QF Rd -- -- -- ! �^ � LSD dArf I -- --
DE I v_
I
%% i
� RIM 31.90 � � U
� � � APPROX. _ d FJI_ rJ 3 57 U � RIM 3'J9 � � I �
NrS U � ` IE 29.30 N �i0'
24- � BARRIER Its, FRONT OF AIM 31 -�2 (T✓ ! OG MH '�,2j
Q BORING PiT -Lg 77 h�:V/ 1' � !E 2o.9fi L & M! � � �
� G SD MH
NOTES: � \ ?1 -"fAr � � I � �- 30 27 S `' � i RIM 33J5
� �/ 30 LF 30 'STEEL I TOP OF TP.AP 29M35
CASING PIPE
1. DIVERSION DAM SHALL BE 3/4 HEIGHT OF EXISTING �A I IE 29.25E 12"
'/" ♦ � ��� 1 iE 29.05 S 1 S„
24" PIPE AND CHANNELED TO DIRECT FLOW TO THE �, � � '`, �� � IE 29.65 5W 6"
NEW 24" PIPE TO FACTORY AVE N /
�� e - _ 0 � 7 e, S 9 � i0 11
2. THE TOP OF THE DIVERSION DAM SHALL BE 28.031. � - -
�0 5�5 F1 E-F+ �T L�� ,a � -- S �cN G"� SCHOOL AUMINISTP.ATION I � ®RECONNECT�ACTIVE SIDE SEWER
3. THE WEST SIDE OF THE DIVERSION DAM SHALL BE ^- � � UIL6rNG (ANNEX TO EX_ 24"
SLOPED TOWARD THE WEST INVERT OF THE EXISTING PLAN
24" PIPE. _ . _ _ _ _ . _ .SCALE i,. _ 20'
o _ _ _ .._ .... -_ --- _.,.,., — _..
........... ............. N
W
a ; � Z p W
J,
�.. �.. �O C�1�. ..... ...�� ...... ... ....... ... -- ...- ...... .... ;.. ............... -- � � �.. -.- ..; .. .......... .... .. .... U � (n
.r7; � � con �t Q Q F— W
"•�� Ni-01 < p>-- �X'ISTgNG GRADE � z -
a 77 N .. 3
i2 ^acv a: �.. W�Zd . - I xr� -
� fY � � �� W - Z Vl �PPpK W : - r1 � w En � w ''_�
4
}0 I 0
3
- - - - - - -
-- -- --
- � I -- - - - - -- - - - - - - -- - -- - - -- - --- - -- - -- - - - - --
13ENCH MARK ------ - -- - -- -- -------- - - - - --
- --- - - --
- - - - -- - - ---- --- - - -- -- - - - ---- - --- -- - o z - -- - - - -_- � r-
25 _ _ ..... �.........- N .. �. 25
CHISLED SQUARE AT BACK OF WALK SCHEDULE B � � � � SCHEDULE C
_XI_ tNC 24° VCP SCHEDULE C w + w +
AT NE QUADRANT INT. OF N. BROOKS NEW 22' SANITARY SEWER CONTINUOUS �., -, � NEW 24'; SANITARY SEWER � � � d- NEW 24" SANITARY SEWER
AND FACTORY PE SLIPLINED OR 24° CURED -iN -PLACE ��� °T� "' c =� /`R I
SCHEDULE B SCHEDULE C CURED -IN -PLACE PIPE LINER w Q w ¢ C{1RED -IN -PLACE PIPE LINER
ELEV. 37.04 LINER i42 LF 203 LF ° N �°-� N- 97 LF
_ - _... -
1 +0o z +oo 3 —aG PROFILE 4 +00 5 +00 �v
SCALE 1 = 20 H
� '' = 5' `!
� �
� Fi N U �
w � wnsR�S
»�= �- APPROX. EXISTING GRADE p� ^r,m m4,�oF Ntir
r olv� � � rn,a o
3� 3vw / a. ......... 3 W 35, �� a
z �I� I a cfl w rw
Z �,�
___ - - - 9` Re noaa �� "
�— e � fc 6lsie�'�s�[�"�
30.. �..... .. -.. _... �..
��
r r �.
25 � \ _ 2°
65' LF 36" STEEL CASIfJG NEW 24° PVC SANITARY SEWER
PIPE UNDER N. 3RD Sj_ 160 LF ®0.0789%
FILL ANNULAR SPACE 1N CASING
WITH SAND OR GROUT
,moo PROFILE z +oo ��
wwP �7 -Df/J scA�E 1° = zG' rf
_�,,
�j _ � * -
u [ Y _
b
�O L L 157 14 9
i