3+35.21 Line 'C' -Const. 
4.0'0 M.H. On Exist. 
8" Soni. Sew. - Cut & 
Abandon Ex. Sewer South 
------ 
f Conn. To Exist. 12" Waterl 
Install 1-12"x8" Tapping li 
Sleeve & 1-8 Valve 
Note: No Fences To Be Built 5.0' 
On Any Side Of Prop. Manhole 
Prop. Soni. Sew. 
I I 
Prop. Water1,4 — 4_4 
-------- 
------_____ 
i 
2+57.75 Line 'C' - 
Con s t. 4.00 M. H. 
(Install:r1�JCi _ 
1-1 " Water Service �\ / 
lFor Irrigotion ;/ 
1+73.07 Line 'C'- n11 
/ 1+48 Line 
Const. 4.0'0 M. H. / - - 3 
I - - - - 4 I End & Cleanout 
/ Abandon & Remove, 
°Q I I 5 1+08 Line 'F' 
LExist_ 8 Sani.-Sew. J 
All water services to be installed in the center of each lot. 
All services to be 1 ". Mork face of curb with Blue Dot. 
All soni. sewer laterals to be installed 10' downstream of watt 
services. All laterals to be 4". Mark face of curb with Red 'S' 
Typical Service Detail 
Install: I of ( Install: End & Cleanout-„� Exist. D 
>`, „ (Install: 1 12 Wotcr 1+35 Line P 
1-8"x8" Cross I �I o i 1 1-6„ Plug I 1-6 Plug f ' 
---� Install: End & Cleanout 
1-8"x6" FH Teel U I. - 1-2 Flush 11-2" Flush I 2% 
{ " { 7 9 I Install: I 1 
2-8 Valves Valve_ _ J �• Valve / 0+80 Line J 0+94 Line L 1-6 ' Plug 
2-6" Valves ,�', V' 'N i o 10 - 11 End & Cleanout Block 
B I 1-6" Plug I End & Cleanou t 1 1-2" Flush 
1-8"x6" Red. �4 o' OWI I U O 1-2 Flush l Valve - �J 
1 -Fire Hydt. '_�-�' 2 9 �I I 6 -- oo Valve 21 
I �s t ►1 � 14 'o .� 1 19 20 
40 20 0 40 80 
morel � FEET 
)nn. To Exist. 12" Water 
1 
>tall 1-12"x8" Tapping 
neve & 1_-8" Valve 
Water Service ' 
_motion 
—_�. 
Install:-- 
1 
1-6" Plug II 
1-2" Flush 
ai 
I of 
I 
Valve 
28 29112 
C 
J 
U 
Court 
I ;I 
U 
0 
J 
0 
J 
2+57.75 Line 'C' - 
Con s t. 4.00 M. H. 
(Install:r1�JCi _ 
1-1 " Water Service �\ / 
lFor Irrigotion ;/ 
1+73.07 Line 'C'- n11 
/ 1+48 Line 
Const. 4.0'0 M. H. / - - 3 
I - - - - 4 I End & Cleanout 
/ Abandon & Remove, 
°Q I I 5 1+08 Line 'F' 
LExist_ 8 Sani.-Sew. J 
All water services to be installed in the center of each lot. 
All services to be 1 ". Mork face of curb with Blue Dot. 
All soni. sewer laterals to be installed 10' downstream of watt 
services. All laterals to be 4". Mark face of curb with Red 'S' 
Typical Service Detail 
Install: I of ( Install: End & Cleanout-„� Exist. D 
>`, „ (Install: 1 12 Wotcr 1+35 Line P 
1-8"x8" Cross I �I o i 1 1-6„ Plug I 1-6 Plug f ' 
---� Install: End & Cleanout 
1-8"x6" FH Teel U I. - 1-2 Flush 11-2" Flush I 2% 
{ " { 7 9 I Install: I 1 
2-8 Valves Valve_ _ J �• Valve / 0+80 Line J 0+94 Line L 1-6 ' Plug 
2-6" Valves ,�', V' 'N i o 10 - 11 End & Cleanout Block 
B I 1-6" Plug I End & Cleanou t 1 1-2" Flush 
1-8"x6" Red. �4 o' OWI I U O 1-2 Flush l Valve - �J 
1 -Fire Hydt. '_�-�' 2 9 �I I 6 -- oo Valve 21 
I �s t ►1 � 14 'o .� 1 19 20 
40 20 0 40 80 
morel � FEET 
)nn. To Exist. 12" Water 
1 
>tall 1-12"x8" Tapping 
neve & 1_-8" Valve 
Water Service ' 
_motion 
—_�. 
Install:-- 
1 
1-6" Plug II 
1-2" Flush 
ai 
I of 
I 
Valve 
28 29112 
Ild 
Court 
I ;I 
U 
� 
I 
t 
I 
1 
2 
- 3 
11-8"x6" Tee j n �» 15 n 6 --- _ .I 
t` \ 1 8 Int 'P'l 
.0 1 al (install: 
ool 
11-8"x6" FH Tee -j - - o O 
t 131 U { 31 13-8"x6" Tee I --- 26 _ 
•---- 
3+10.55 Line 'A'=0+00 Line 'B'= Install: 0 6 0' I- I 1-8 Valve I aS " Install: - - - 
" ca 12-6" Valves I i I= I U 10' ROW Esm't I° I I 1-8'x6 FH Tee ( " - _ -_i 
I I (i { i !! +-� 1-8 x6 Tee 
0+00 Line 'C ' -Const. 4.0'0 M.N. ! 1-8"x6" Tee o O �I I 1101 1 1 1 1-8 Val ve I a-- I t0' R o w Esm't 
Ica" , I_I �1-Fire H t. ) "1-8"x6" 
1-6 -Valve a --- 3 I --- I I of -- __ �7- of 14-6 Valves I FH Tee{ �- 
� _ I I" I o~ 1`+ I of Install 6" Wate� Q 
----- M 1 _) $ �- � Install I i yd 13) I 1-8„ Valve - --- 
t- v, I 1 -Fire Hydt. 
) 
Install: / ; - U % -- E I i+- 12 " " l y-' O " �� 1 2-6 Valves I I 
1-8" Valve I / -a -- o W \ d i U 2-8"x6 Tee s 113 I I 17 U W I i i= I 1 -Fire H t. 1 24 2'3 4 ac 
-1 A I MW = � - y 
/ s o' I Install: 2-6 Valves I _ 122 
----- / I I -- - 5 or J 1 25 tall- 
Ins--�- 0 
1-8" Plug (T)1-1) 1-1" Water Service 
/ LFor IrriQotion - I aD : _ - - - - - I .c I 1 1-1 " Water Service ' O 
I o 
001, 
i � For irri otion � v 
T 
Install 8 Water Br Laney _---------_--_--_- - _ ,f 
_ o Stm. Sewer .- 
�" - Install 8_ Water) 
- Prop. Stm. Sewer / \ 
- -- -- --- - - - 10P Line `A' '� \ -- 10" i t 'A' \ 
l 15+00 Line'A' I 
I End & Cleanout 
Install: ----11 
1-8"x6" Tee 
1-8"x6" FH Tee I 
1-8" Valve I 
2-6" Valves 
1 -Fire Hydt. 
1-1 " Service 
For Irrigation 
3+55.52 Line 'A'= 
0+00 Line 'P' - 
Const. 4.0'0 M.H. 
ne +- 8 Llne A8' Line 'A 
Line A +00 Line 'N 
-- -=_ 
I `�• Install: I �� 0 
i I _ 6 0' -- - Const. 4.0'0 M.H. 
1 1" W(U Later Service ---� s o 
1+86.50 Line A ^� / I I -- - - I --- -- 
�or Irric�otion _ J cam, .;Trp) I I(T�) I ( I�nstall: -� �) I 6.0' +' I 
Const. 4.0'0 M.H. II I I 47 n o m E 41 '40 a I •`a' 34 5+83.69 lane 'A'= I 7 1 2-1" Water Service{ � __ � m.) _ 
o W O O I o f 0+00 Line 'F'- 33 For Irri anon Y a - 
i n 27--�----J� O -� stall: -_ 
U Const. 4.0'0 M.H. I o I I q) " -- -1 
a I I °1 7+52.29 Line A= 26 I I 20 19 n 13 2 � 
N 3 0 J i I c w o a� z U 11-8 x6 Tee 
3+96.13 Line A= pq / I °I U I ° I � 11-6 Valve I 2 6 0 I '16 
2 e I % s'1 0+00 Line 9 -� C 6.0' 
o Iia ao 0 0+00 Line D CO/ 5+05.71 Line 'A'= ' O *� i 31 -i °I l 2-8" 45' Bends) �' -� - " I (Trp ) 
co \I= I Const. 4 0'0 M.H. a) �. • 9+41.28 Line 'A= J 131 -- ti (TW 
Const. 4.0'0 M.H. / 0+00 Line 'G'- I �i c. a 00 • J 3 
0+00 Line L co 1 (= I O J 
Q i N I cl I I i I I J Const. 4.0'0 M.H. E --- II al U _ - I { al --- ao 
Const. 4.0'0 M.H. c° U 1 I 
I co l y 46 U 42 o W I `�` I w W `\ 1 1 �1 0 i I 
I I Q W ' °° 35 32 o U 28 25 3 U 21 18 0 I I U 
6+54.99 Line 'A'= o _ \ �W 14 11 d o ` U 
1 - _ 0+00 Line H N. - - 10+34.99 Line 'A'= 
•-- 
-- 4+64.99 Line 'A'= 8+44.99 Line A = \ \ 
{ I Install: Const. 4 0'0 M.H. 0+00 Line K N'M'- 
0+00_ 
Line 'E'— v, 0+00 Line 
1 1-6" Plug I Const. 4.04 M.H. 3 Const. 4.0 0 M.H. Const. 4.0'0 M.H. 
I I1-2" Flush 44 ` N 36 30 _ 
l Valve 43 3 Install: 31 Install: Q`�, U 23 nl stall: tnstall:- 
----� r 
I 1 45 0+95 Line 'B' 0+95 Line 'E' 11-6" Plug 11+08 Line 'G' 0+95 Line 'H' 1-6» Plug 29 24 i 1-6" Plug 22 1 7 16 1--6" Plug 15 
I I End & Cleanout End & Cleanout 1-2" Flush End & Cleanout 1-2 Flush 0+95 Line K 1-2 Flush I " I 10 9 Install: 
Valve End &Cleanout I Block A 0+95 Line M 1-2 Flush " 1 8 
I `-- � l Valve -.I End &Cleanout Valve -�� Valve J 0+95 Line N 1-6 Plug 
End &Cleanout End &Cleanout I 1-2" Flush 
I I Valve 1 
♦l +-- Exist. 8' Soni. Sewer f- 8" Line V _ - 
------------- ------ - --------------------------- 
- - - - - - - - - - - - - - — - - - + Exist. 8" Soni. Sewer 
Exist. Double 48"0 R.C.P.'s ------ ---- -- - -------------------- -- ---------------- ,- 
.-- _ Exist. 480 R.C.P.---- --------- - --- ---- - - ---- ---- 
Ci - 
Abandon 
Abandon & Remove + = 07'26'11' +28.83 Line -Const. 4.0'0 M.H. 
Exist. 8" Sani. Sew. o ` R = 800.00' 
T = 51.99' */Drop Connection &Conn. Exist. 
0+00 Line `A' -Const. L = 103.83' F3" Sewer To M.H., Cut & Plug Exist. 
4.0'0 M.H. On Exist. H" Sewer After Prop. 8" Sewer Is Note! ! 
8" San I. Sewer 0+00 Line QConn. To Ex. Connected To Exist M.H. CAUTION ! ! ! See Sheet 8A For Ties To All As—Built Plans 
SrEXISTING UTILITIES Valve Fire H dt'& Manholes. 5-28-93 
4.0'0 M.H., Cut & Piug Ex. rAbandon Removed Notes: ' Hy ' 
8" Sewer After ProF. 8"Sew. ( { , .�'►�t 
Is Installed & Operational LExist_ 8-Sani.-Sew. 1, Trench Safety Plans & Specs Te Be EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED 
Furnished BN 
By Utility Contractor ,FO MATION.THESE IT SHALL VE 
RE ONSIBILOCATED FRILLIITYEOFRTHEE P *�/ 
CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY WA TER & SEWER Pl 
Prior To Start Of Construction. d� 
THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDGRAND ADDISON 
FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY f ......................�` 
2. Proposed 10" Sant. Sewer TO Be PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES 't�p�. 
Installed For Grade Purposes Only. ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND ^'•:;,;,< Town Of Addison, Tera, 
PROTECT ALL 
3. Adjust All Sanitary Sewer M.H."s To CONSTRUCTIONEXISnNG UTILITIES FROM DAMAGE DURING �1 `nr�r-�� , Y 
Grade Within Greenbelt Area. . :; ��•�•, TIPTON ENC�INEERIr 
6330 Belt Line Rd. - Suite C Garic 
1-6-93 
3726W 
1 
1 
2 
- 3 
11-8"x6" Tee j n �» 15 n 6 --- _ .I 
t` \ 1 8 Int 'P'l 
.0 1 al (install: 
ool 
11-8"x6" FH Tee -j - - o O 
t 131 U { 31 13-8"x6" Tee I --- 26 _ 
•---- 
3+10.55 Line 'A'=0+00 Line 'B'= Install: 0 6 0' I- I 1-8 Valve I aS " Install: - - - 
" ca 12-6" Valves I i I= I U 10' ROW Esm't I° I I 1-8'x6 FH Tee ( " - _ -_i 
I I (i { i !! +-� 1-8 x6 Tee 
0+00 Line 'C ' -Const. 4.0'0 M.N. ! 1-8"x6" Tee o O �I I 1101 1 1 1 1-8 Val ve I a-- I t0' R o w Esm't 
Ica" , I_I �1-Fire H t. ) "1-8"x6" 
1-6 -Valve a --- 3 I --- I I of -- __ �7- of 14-6 Valves I FH Tee{ �- 
� _ I I" I o~ 1`+ I of Install 6" Wate� Q 
----- M 1 _) $ �- � Install I i yd 13) I 1-8„ Valve - --- 
t- v, I 1 -Fire Hydt. 
) 
Install: / ; - U % -- E I i+- 12 " " l y-' O " �� 1 2-6 Valves I I 
1-8" Valve I / -a -- o W \ d i U 2-8"x6 Tee s 113 I I 17 U W I i i= I 1 -Fire H t. 1 24 2'3 4 ac 
-1 A I MW = � - y 
/ s o' I Install: 2-6 Valves I _ 122 
----- / I I -- - 5 or J 1 25 tall- 
Ins--�- 0 
1-8" Plug (T)1-1) 1-1" Water Service 
/ LFor IrriQotion - I aD : _ - - - - - I .c I 1 1-1 " Water Service ' O 
I o 
001, 
i � For irri otion � v 
T 
Install 8 Water Br Laney _---------_--_--_- - _ ,f 
_ o Stm. Sewer .- 
�" - Install 8_ Water) 
- Prop. Stm. Sewer / \ 
- -- -- --- - - - 10P Line `A' '� \ -- 10" i t 'A' \ 
l 15+00 Line'A' I 
I End & Cleanout 
Install: ----11 
1-8"x6" Tee 
1-8"x6" FH Tee I 
1-8" Valve I 
2-6" Valves 
1 -Fire Hydt. 
1-1 " Service 
For Irrigation 
3+55.52 Line 'A'= 
0+00 Line 'P' - 
Const. 4.0'0 M.H. 
ne +- 8 Llne A8' Line 'A 
Line A +00 Line 'N 
-- -=_ 
I `�• Install: I �� 0 
i I _ 6 0' -- - Const. 4.0'0 M.H. 
1 1" W(U Later Service ---� s o 
1+86.50 Line A ^� / I I -- - - I --- -- 
�or Irric�otion _ J cam, .;Trp) I I(T�) I ( I�nstall: -� �) I 6.0' +' I 
Const. 4.0'0 M.H. II I I 47 n o m E 41 '40 a I •`a' 34 5+83.69 lane 'A'= I 7 1 2-1" Water Service{ � __ � m.) _ 
o W O O I o f 0+00 Line 'F'- 33 For Irri anon Y a - 
i n 27--�----J� O -� stall: -_ 
U Const. 4.0'0 M.H. I o I I q) " -- -1 
a I I °1 7+52.29 Line A= 26 I I 20 19 n 13 2 � 
N 3 0 J i I c w o a� z U 11-8 x6 Tee 
3+96.13 Line A= pq / I °I U I ° I � 11-6 Valve I 2 6 0 I '16 
2 e I % s'1 0+00 Line 9 -� C 6.0' 
o Iia ao 0 0+00 Line D CO/ 5+05.71 Line 'A'= ' O *� i 31 -i °I l 2-8" 45' Bends) �' -� - " I (Trp ) 
co \I= I Const. 4 0'0 M.H. a) �. • 9+41.28 Line 'A= J 131 -- ti (TW 
Const. 4.0'0 M.H. / 0+00 Line 'G'- I �i c. a 00 • J 3 
0+00 Line L co 1 (= I O J 
Q i N I cl I I i I I J Const. 4.0'0 M.H. E --- II al U _ - I { al --- ao 
Const. 4.0'0 M.H. c° U 1 I 
I co l y 46 U 42 o W I `�` I w W `\ 1 1 �1 0 i I 
I I Q W ' °° 35 32 o U 28 25 3 U 21 18 0 I I U 
6+54.99 Line 'A'= o _ \ �W 14 11 d o ` U 
1 - _ 0+00 Line H N. - - 10+34.99 Line 'A'= 
•-- 
-- 4+64.99 Line 'A'= 8+44.99 Line A = \ \ 
{ I Install: Const. 4 0'0 M.H. 0+00 Line K N'M'- 
0+00_ 
Line 'E'— v, 0+00 Line 
1 1-6" Plug I Const. 4.04 M.H. 3 Const. 4.0 0 M.H. Const. 4.0'0 M.H. 
I I1-2" Flush 44 ` N 36 30 _ 
l Valve 43 3 Install: 31 Install: Q`�, U 23 nl stall: tnstall:- 
----� r 
I 1 45 0+95 Line 'B' 0+95 Line 'E' 11-6" Plug 11+08 Line 'G' 0+95 Line 'H' 1-6» Plug 29 24 i 1-6" Plug 22 1 7 16 1--6" Plug 15 
I I End & Cleanout End & Cleanout 1-2" Flush End & Cleanout 1-2 Flush 0+95 Line K 1-2 Flush I " I 10 9 Install: 
Valve End &Cleanout I Block A 0+95 Line M 1-2 Flush " 1 8 
I `-- � l Valve -.I End &Cleanout Valve -�� Valve J 0+95 Line N 1-6 Plug 
End &Cleanout End &Cleanout I 1-2" Flush 
I I Valve 1 
♦l +-- Exist. 8' Soni. Sewer f- 8" Line V _ - 
------------- ------ - --------------------------- 
- - - - - - - - - - - - - - — - - - + Exist. 8" Soni. Sewer 
Exist. Double 48"0 R.C.P.'s ------ ---- -- - -------------------- -- ---------------- ,- 
.-- _ Exist. 480 R.C.P.---- --------- - --- ---- - - ---- ---- 
Ci - 
Abandon 
Abandon & Remove + = 07'26'11' +28.83 Line -Const. 4.0'0 M.H. 
Exist. 8" Sani. Sew. o ` R = 800.00' 
T = 51.99' */Drop Connection &Conn. Exist. 
0+00 Line `A' -Const. L = 103.83' F3" Sewer To M.H., Cut & Plug Exist. 
4.0'0 M.H. On Exist. H" Sewer After Prop. 8" Sewer Is Note! ! 
8" San I. Sewer 0+00 Line QConn. To Ex. Connected To Exist M.H. CAUTION ! ! ! See Sheet 8A For Ties To All As—Built Plans 
SrEXISTING UTILITIES Valve Fire H dt'& Manholes. 5-28-93 
4.0'0 M.H., Cut & Piug Ex. rAbandon Removed Notes: ' Hy ' 
8" Sewer After ProF. 8"Sew. ( { , .�'►�t 
Is Installed & Operational LExist_ 8-Sani.-Sew. 1, Trench Safety Plans & Specs Te Be EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED 
Furnished BN 
By Utility Contractor ,FO MATION.THESE IT SHALL VE 
RE ONSIBILOCATED FRILLIITYEOFRTHEE P *�/ 
CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY WA TER & SEWER Pl 
Prior To Start Of Construction. d� 
THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUNDGRAND ADDISON 
FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY f ......................�` 
2. Proposed 10" Sant. Sewer TO Be PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES 't�p�. 
Installed For Grade Purposes Only. ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND ^'•:;,;,< Town Of Addison, Tera, 
PROTECT ALL 
3. Adjust All Sanitary Sewer M.H."s To CONSTRUCTIONEXISnNG UTILITIES FROM DAMAGE DURING �1 `nr�r-�� , Y 
Grade Within Greenbelt Area. . :; ��•�•, TIPTON ENC�INEERIr 
6330 Belt Line Rd. - Suite C Garic 
1-6-93 
3726W