35' GREEN 
DRAINAGI 
UTILITY E 
Ex. S.S. MN 
_T 
T. 
CL 
U 
fV 
ti 
6 
-17 
0 
Q 
Ex. FH 
Ex. S.S. MH 
36 
c 
INSTALL, 
1-2' FLUSH'VALVE 
c o ni 1 If% 
37 1 38 
J — � /51 
I I 
35 
1 
/s• ' 
U 
� 
I � 
PROP. 6' W. L. 1 
w 
v 
z_ 
34 
0 
54 
U_ 
10' R. 0. W. & 
I UTILTY ESMT. 
L.L. 
i 
525' 
INSTALL, 
MI 
-45' BENDS 
\ ►I 
5" 
33 
2.5' 
IIS 
32 II 
� 11- 
I •Q o I I N 
m w 
Z Ila 
-- I a 
J 
43 
NS ALL, 
I-2 FLUSH VALVE 
1-6 PLUG 
- - h/ 15' 
45 
39 42 i 46 
f`_8' S. S. LINE A4 �l 
10' R. 0. w. & 8' S. S. L I NE A3 —t 
I 
UTILITY. ESMT. 
,I 
Ln 
Z5 
40 
5' 
/ ( TYP. )I 
8' S. S. //L I NE A- ` 
9+p0 —_—_—_— �A+50 —V-- _— —_ — 10+00_ 
PROP. 18' RC 
30' 30' 
NSTA L, 
2-45' ENDS 
1-8' VALVE 
18 1-6' VALVE 
1-8' X6' TEE 19 
INSTALL 
1-8' X6' TEE 
I 
V I i5' 
�I PROP. 6' W. L. 
0 1 
z 
47 
-- 10' R. 0. W. & 
r UTILITY ESMT. 
I , 5' 
51 
50 52 
INS ALL, 
1-2 FLUSH VAL1E 
1-6 PLUG 
15• 
49 ii' 53 
8' S. S. L I NE A2-- 
48 
I 
NI 
I 
i 
0+50 11+00 _ _ _ 11+5 12+00 
P 
WOODISHADOW LAE PROP. 8' W. L. 
30' 30' 30' 30' 
I 
I NSTA L, INSTALL, 
1-8'X3' TEE I t8' X6' TEE 
1-8' VALVE 16' VALVE 
20 1-6' VALVE 1 21 22 
23 
i 
t 
I 
1 
II 
J 
SCALE: 1`=40' 
\\ G 20 40 
58 � 
57 
NS, ALL, 
1-2' FLUSH VALVE \ 
-_— _-- \ I -6t PLUG 
i 
X s 
56 
I � v 
5 9 
� y 
j o �JPROP. 6' W. L. `\` '9G Ex. FH 
8' S.S. LINE Al Z ,\ �.. \ �/� 
h 
55 ! w 
10' R.O.W. & \\\� 
I 
0 UTILITY ESMT. v 
N�i 60 
- Z2.5' \ 
-------- 5 I NSTA 61 \ , 
_ 1-22 2 BEND 
LnTT8' S. S. LIN A��� �\ 
13+00 13+50 
l 62 / 
8' 
S.S. LINE A 
30' 28' 28' V /s'° 
INSTALL, 
1-81 X61 EE I1-$ X6 TEE 
1-6 VAL E 1-6 VALVE r 
i -FH 
24 2526 
6 2 7 
I �s� 
WATER NOTES 
I. Water mains shall be AWWA C900 PVC SDR 18 (Blue in Color). Polywrap all MJ 
fittings, valve risers, tapping saddles and hydrant lines. 
2. Water mains shall have a minimum cover of 42 inches below finished grade or as 
required to clear other utilities. 
3. All meter boxes, valve boxes, and fire hydrants must be adjusted to proper line and 
grade by the Contractor after placement of paving, and before final acceptance. 
4. A minimum clearance of 24 inches shall be provided between water mains and 
storm sewer inlets. 
5. All water main construction shall conform to the minimum requirements of the 
Texas State Department of Health Rules and Regulations for public water and 
sewer systems. 
6. All water mains shall be pressure tested in accordance with the N.C.T.C.O.G. 
and Town of Addision Specifications. The Contractor shall flush and sterilize all water mains. 
7. Fire Hydrants to be Mueiler Centurion or approved equal, and shall conform to Town 
of Addison Standard Details and Specifications. 
8. Contractor shall provide concrete thrust blocking at all trees, bends, and fire 
hydrants per detailsheet. 
9. All bends in water service lines shall be installed with long radius sweeps. 
Ex. S.S. MH 
CONNECT TO 
EXIST. WL 
INSTALL, 
1-8' X 8' TAPPING SLEEVE —.{—- 
I ---� --- — •, Ex. S.S. MH 1-8' VALVE 5' (Unless otherwise noted) 
w T r---- --- ---- T - 28 31 L J 
1 N I Z I - F H 
vi oII Q 
Q 
16 2 29 w 
31 SII 
°D 15 14 11 9 6 a1 
II NSTALL, I STALL, I STALL, 10' R. 0. W. & L) 
I o R. 0. w. & 10' R. °• W. & 1-2' FLUSH VALVE REiMiOV , Q 
J i Q _2" FLUSH VALV UTILITY ESMT. 1 2' FLUSH VALVE UTILITY ESMT. UT I L i TY ESMT. 
N 16' PLUG 1-6' PLUG CONNECT TO EXIST. WL i 3 
X I II = 6 PLUG --- N 
w i � V) 2-45' BEALL/ l4 93 _ _ PROP. 6' W. L. 8' S. S. LINE 2 /493' PROP. 6' W. L. 
i II I -8' VALVE 33 -- �i PROP. 6 W. L. J- �I' INSTALL, - -- �I 3 2 W 
30 5'1 lid 1-6' VALVE 13 INSTALL, 1-8'X6' TEE 1 I CO 
, 
" 11 
1-8' X6' TEE i INSTALL, 12 i U I 1-8' X6' TEE 1-6' VALVE / I INSTALL, r 
17 w 12/ 
i -$' X6' TEE 1-6' VALVE I -FH i -8' X6 TEE Ex. FH \ 
i 1 z0" Z �I �' 1-6' VALVE is' I W 1 /5' 8 7 Zd w zo, 1-61 VALVE PROP. ' 
1 J 0 22.5' 1825,RCP 
PROP. 24' RCP 
i I 
ri PROP. 8' W. L.18',r xist W.V. 
8 S. S. LINE B4 PROP RCP - 
29 ----- - --- ---- BOOK OD LANE 
N — --- ------- ------- —J----- -- --- ------ ------ --- -- ---- — --- --- 
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W — — — — — — — — — — — — — — 0 — — — -- — — + — — — — — — — — 
+IJP 5+ 5+ 4+5 4+00 �� 3 50 3+Op 2+50 2+00 50 +00 0+50 0 -0+50 I W 
INSTALL, I `�� 8' S.S. 41111, E ROP. 33' RCP �\ PROP. 30' RCP �\ 
I 2-22 %2 'BEND 'f %'' 8' S. S. LINE NE B � 
i _ Ex. 14' San. Sew. Ex. S.S. MH 
X ` 
I 2 2I I I I 
Ex. S.S. MH 
PROP. 6 W. L. I I INSTALL I INSTALL, INSTALL, �.- PROP. 6 W. . 
of II i iN INSTALL, 
1-8'X6' TEE NI - i� 1-8' X6' TEE NI IN 5 1-81 X6' TEE 
1-8'X6' TEE I -6 VALVE I v 11 15 1-8 VALVE i v 11 8 1-6 VALVE i 
z 5 1 
28 WI l l 1-6' VALVE 5' (TYP.) o I -6' VALVE I z 7ti 
I 0 S. S. t� �, I 
-FH I a, PROP. 6 W. L. 
I 8 S. S. LINE B5 14 F-- I 8 S.S. L I E 
ESMT. 5'"" �L0' R. 0. W. & 8' S. S. LINE B2 I W ` PROP. 6' W. L. 
aI------- -i- �J� / ;UTILITY ESMT. 21 
15' i l5' /�' /5, 10' R. 0. W. & /s' r--10' R. 0. W. & /s' .—I 0' R. o. W. & �; TOTEXIST. 
ONNB1 WATER SERVICE 
' 
S.S. LINE A I I I UTILITY ESMT. ti-- i �lls I L I TY ESMT. UT i L I TY ESMT. N 
i 27 I 1 23 20 I 16 13 9 6 2 �j 3 
V!. 
N 
;//5, 
I 
jl i i l INSTALL, INSTALL, W' 
II 1-2 FLUSH VALVE INSTALL, 1-2' FLUSH VALVE INSTALL, 
' I i i 8 1-2' FLUSH VALVE 11 4 1-2' FLUSH VALVE 
'ROP. 42 RC I 1-6 PLUG 1-6' PLUG 
II 1-6' PLUG 12 5 1-6' PLUG 
26 i I II 25 24 19ILL 
' 10 3 
17 
I 
,7P. 42' RCPT 
r 
- - - - - -- - Ex. S.S. MH - < _ Ex S.S. MH ' CURB L 1 NE --- 
Ex. E— Ex. 8' S.S. - - - + 
Ex.S.S. MH --- ----- ---------------------------- ------ - - ---- ----- ----- ------ -- --- ---- ---------- ---- -- :._-_ --- -- -- --- - --- — _-_ ---- - -- — 
I 
,- - 
Ex. 2-48' RCP r o I SEE NOTE 9 OF , 
'( END AT ESMT. I GENERAL NOTES j~10 R. 0. W. & 
R A `� 35' GREENBELT LINE (TYP.) I � 
UTILITY ESMT. 
` ® D i� - '' & DRAINAGE, 
lac UTILITY ESMT. I' 6' P4UG 
IN �:1 iFY THAT THIS DRAWING REFLECTS 
w _� OF 
Ir IMPROVEMENTS CONSTRUCTED AS BENCHMARKS: /&-,--CO 2' FuUSH VALVE 
A SIZE, CATION AND GRADE AND "X" IN CENTERLINE OF I_ES LACS AVENUE ,c 
TO S E, LO 3251+/— SOUTH OF PROTON AVENUE 
THAT THE CONSTRUCTION WAS IN FULL ELEV. 601.80 Z� h� 
COMPLIANCE WiTH THE CONTRACT NOTE. Irrtgatlon Services to be Installed as p:.....»�# .� ;;, 
� �,e$ directed by Landscape Architect. tr ON TOP OF CURB NORTH SIDE OF LES 2 STEVEN B. HENIFORD r 
ST CORNER 
8` 12 93' 
DOCUMENTS. LACS AVENUE AT NORTHWE•� r 
MEADOWS CREEK C[RCLE ! �` $%257 
�� 
>�E�P��r.J��``',! Z LOT 
b� •. , 4 r ��� s ���� �3 - . � ELEV. 587.30 � 
i `A 
BY', . , a -opt Q ���- .rt �� 
o¢�.pa oRSe�u.a.ioie �6e� � ��•��� � 
4 
TITLE ���� ;.� ,��,��P� ,� �'�� °e,,�„�,�•r 
Typical Service Detail 
�T 
_kFor Long Cul -De -Sacs 
__!_ 
------------ —'J"--- -------------- ------------ 
PrOP. 
---------- --L---------------- 
Pr4P. SaM. Sew. --_ 
Prop.Woter 
5' /0� I 
v 
All water services to be Installed In the center of each lot. 
All services to be l". Mark face of curb with Blue Dot. 
All sanitary sewer laterals to be Installed l0' downstream of 
water services unless otherwise noted. All laterals to be 4" 
Mark face of curb with Red "S"• 
Typical Service Detail 
For Through Streets 
CL LOT 
8' 12. 93' 
I' I' 
' IPLUG 
I I 
2' FLUSH--- 
VALVE 
LUSH—VALVE i 
I 5, 2' I 
I � I 
----------------------------------- 
' J' ' SEE NOTE 9 OF 1 
8 S. S. I � I 
GENERAL NOTES , 6 W. L. 
i 
Typical Service Detail 
For Short Cul -De -Sacs 
1 
PROP. 6' W. L. 
o 
I 
0 
54 
U_ 
10' R. 0. W. & 
I UTILTY ESMT. 
i 
525' 
i 
0+50 11+00 _ _ _ 11+5 12+00 
P 
WOODISHADOW LAE PROP. 8' W. L. 
30' 30' 30' 30' 
I 
I NSTA L, INSTALL, 
1-8'X3' TEE I t8' X6' TEE 
1-8' VALVE 16' VALVE 
20 1-6' VALVE 1 21 22 
23 
i 
t 
I 
1 
II 
J 
SCALE: 1`=40' 
\\ G 20 40 
58 � 
57 
NS, ALL, 
1-2' FLUSH VALVE \ 
-_— _-- \ I -6t PLUG 
i 
X s 
56 
I � v 
5 9 
� y 
j o �JPROP. 6' W. L. `\` '9G Ex. FH 
8' S.S. LINE Al Z ,\ �.. \ �/� 
h 
55 ! w 
10' R.O.W. & \\\� 
I 
0 UTILITY ESMT. v 
N�i 60 
- Z2.5' \ 
-------- 5 I NSTA 61 \ , 
_ 1-22 2 BEND 
LnTT8' S. S. LIN A��� �\ 
13+00 13+50 
l 62 / 
8' 
S.S. LINE A 
30' 28' 28' V /s'° 
INSTALL, 
1-81 X61 EE I1-$ X6 TEE 
1-6 VAL E 1-6 VALVE r 
i -FH 
24 2526 
6 2 7 
I �s� 
WATER NOTES 
I. Water mains shall be AWWA C900 PVC SDR 18 (Blue in Color). Polywrap all MJ 
fittings, valve risers, tapping saddles and hydrant lines. 
2. Water mains shall have a minimum cover of 42 inches below finished grade or as 
required to clear other utilities. 
3. All meter boxes, valve boxes, and fire hydrants must be adjusted to proper line and 
grade by the Contractor after placement of paving, and before final acceptance. 
4. A minimum clearance of 24 inches shall be provided between water mains and 
storm sewer inlets. 
5. All water main construction shall conform to the minimum requirements of the 
Texas State Department of Health Rules and Regulations for public water and 
sewer systems. 
6. All water mains shall be pressure tested in accordance with the N.C.T.C.O.G. 
and Town of Addision Specifications. The Contractor shall flush and sterilize all water mains. 
7. Fire Hydrants to be Mueiler Centurion or approved equal, and shall conform to Town 
of Addison Standard Details and Specifications. 
8. Contractor shall provide concrete thrust blocking at all trees, bends, and fire 
hydrants per detailsheet. 
9. All bends in water service lines shall be installed with long radius sweeps. 
Ex. S.S. MH 
CONNECT TO 
EXIST. WL 
INSTALL, 
1-8' X 8' TAPPING SLEEVE —.{—- 
I ---� --- — •, Ex. S.S. MH 1-8' VALVE 5' (Unless otherwise noted) 
w T r---- --- ---- T - 28 31 L J 
1 N I Z I - F H 
vi oII Q 
Q 
16 2 29 w 
31 SII 
°D 15 14 11 9 6 a1 
II NSTALL, I STALL, I STALL, 10' R. 0. W. & L) 
I o R. 0. w. & 10' R. °• W. & 1-2' FLUSH VALVE REiMiOV , Q 
J i Q _2" FLUSH VALV UTILITY ESMT. 1 2' FLUSH VALVE UTILITY ESMT. UT I L i TY ESMT. 
N 16' PLUG 1-6' PLUG CONNECT TO EXIST. WL i 3 
X I II = 6 PLUG --- N 
w i � V) 2-45' BEALL/ l4 93 _ _ PROP. 6' W. L. 8' S. S. LINE 2 /493' PROP. 6' W. L. 
i II I -8' VALVE 33 -- �i PROP. 6 W. L. J- �I' INSTALL, - -- �I 3 2 W 
30 5'1 lid 1-6' VALVE 13 INSTALL, 1-8'X6' TEE 1 I CO 
, 
" 11 
1-8' X6' TEE i INSTALL, 12 i U I 1-8' X6' TEE 1-6' VALVE / I INSTALL, r 
17 w 12/ 
i -$' X6' TEE 1-6' VALVE I -FH i -8' X6 TEE Ex. FH \ 
i 1 z0" Z �I �' 1-6' VALVE is' I W 1 /5' 8 7 Zd w zo, 1-61 VALVE PROP. ' 
1 J 0 22.5' 1825,RCP 
PROP. 24' RCP 
i I 
ri PROP. 8' W. L.18',r xist W.V. 
8 S. S. LINE B4 PROP RCP - 
29 ----- - --- ---- BOOK OD LANE 
N — --- ------- ------- —J----- -- --- ------ ------ --- -- ---- — --- --- 
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W — — — — — — — — — — — — — — 0 — — — -- — — + — — — — — — — — 
+IJP 5+ 5+ 4+5 4+00 �� 3 50 3+Op 2+50 2+00 50 +00 0+50 0 -0+50 I W 
INSTALL, I `�� 8' S.S. 41111, E ROP. 33' RCP �\ PROP. 30' RCP �\ 
I 2-22 %2 'BEND 'f %'' 8' S. S. LINE NE B � 
i _ Ex. 14' San. Sew. Ex. S.S. MH 
X ` 
I 2 2I I I I 
Ex. S.S. MH 
PROP. 6 W. L. I I INSTALL I INSTALL, INSTALL, �.- PROP. 6 W. . 
of II i iN INSTALL, 
1-8'X6' TEE NI - i� 1-8' X6' TEE NI IN 5 1-81 X6' TEE 
1-8'X6' TEE I -6 VALVE I v 11 15 1-8 VALVE i v 11 8 1-6 VALVE i 
z 5 1 
28 WI l l 1-6' VALVE 5' (TYP.) o I -6' VALVE I z 7ti 
I 0 S. S. t� �, I 
-FH I a, PROP. 6 W. L. 
I 8 S. S. LINE B5 14 F-- I 8 S.S. L I E 
ESMT. 5'"" �L0' R. 0. W. & 8' S. S. LINE B2 I W ` PROP. 6' W. L. 
aI------- -i- �J� / ;UTILITY ESMT. 21 
15' i l5' /�' /5, 10' R. 0. W. & /s' r--10' R. 0. W. & /s' .—I 0' R. o. W. & �; TOTEXIST. 
ONNB1 WATER SERVICE 
' 
S.S. LINE A I I I UTILITY ESMT. ti-- i �lls I L I TY ESMT. UT i L I TY ESMT. N 
i 27 I 1 23 20 I 16 13 9 6 2 �j 3 
V!. 
N 
;//5, 
I 
jl i i l INSTALL, INSTALL, W' 
II 1-2 FLUSH VALVE INSTALL, 1-2' FLUSH VALVE INSTALL, 
' I i i 8 1-2' FLUSH VALVE 11 4 1-2' FLUSH VALVE 
'ROP. 42 RC I 1-6 PLUG 1-6' PLUG 
II 1-6' PLUG 12 5 1-6' PLUG 
26 i I II 25 24 19ILL 
' 10 3 
17 
I 
,7P. 42' RCPT 
r 
- - - - - -- - Ex. S.S. MH - < _ Ex S.S. MH ' CURB L 1 NE --- 
Ex. E— Ex. 8' S.S. - - - + 
Ex.S.S. MH --- ----- ---------------------------- ------ - - ---- ----- ----- ------ -- --- ---- ---------- ---- -- :._-_ --- -- -- --- - --- — _-_ ---- - -- — 
I 
,- - 
Ex. 2-48' RCP r o I SEE NOTE 9 OF , 
'( END AT ESMT. I GENERAL NOTES j~10 R. 0. W. & 
R A `� 35' GREENBELT LINE (TYP.) I � 
UTILITY ESMT. 
` ® D i� - '' & DRAINAGE, 
lac UTILITY ESMT. I' 6' P4UG 
IN �:1 iFY THAT THIS DRAWING REFLECTS 
w _� OF 
Ir IMPROVEMENTS CONSTRUCTED AS BENCHMARKS: /&-,--CO 2' FuUSH VALVE 
A SIZE, CATION AND GRADE AND "X" IN CENTERLINE OF I_ES LACS AVENUE ,c 
TO S E, LO 3251+/— SOUTH OF PROTON AVENUE 
THAT THE CONSTRUCTION WAS IN FULL ELEV. 601.80 Z� h� 
COMPLIANCE WiTH THE CONTRACT NOTE. Irrtgatlon Services to be Installed as p:.....»�# .� ;;, 
� �,e$ directed by Landscape Architect. tr ON TOP OF CURB NORTH SIDE OF LES 2 STEVEN B. HENIFORD r 
ST CORNER 
8` 12 93' 
DOCUMENTS. LACS AVENUE AT NORTHWE•� r 
MEADOWS CREEK C[RCLE ! �` $%257 
�� 
>�E�P��r.J��``',! Z LOT 
b� •. , 4 r ��� s ���� �3 - . � ELEV. 587.30 � 
i `A 
BY', . , a -opt Q ���- .rt �� 
o¢�.pa oRSe�u.a.ioie �6e� � ��•��� � 
4 
TITLE ���� ;.� ,��,��P� ,� �'�� °e,,�„�,�•r 
Typical Service Detail 
�T 
_kFor Long Cul -De -Sacs 
__!_ 
------------ —'J"--- -------------- ------------ 
PrOP. 
---------- --L---------------- 
Pr4P. SaM. Sew. --_ 
Prop.Woter 
5' /0� I 
v 
All water services to be Installed In the center of each lot. 
All services to be l". Mark face of curb with Blue Dot. 
All sanitary sewer laterals to be Installed l0' downstream of 
water services unless otherwise noted. All laterals to be 4" 
Mark face of curb with Red "S"• 
Typical Service Detail 
For Through Streets 
CL LOT 
8' 12. 93' 
I' I' 
' IPLUG 
I I 
2' FLUSH--- 
VALVE 
LUSH—VALVE i 
I 5, 2' I 
I � I 
----------------------------------- 
' J' ' SEE NOTE 9 OF 1 
8 S. S. I � I 
GENERAL NOTES , 6 W. L. 
i 
Typical Service Detail 
For Short Cul -De -Sacs