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\\\\\\\ \STA: 4+91.82- WATER SERVICE
II II l I I I I 1 I I I 'I I I 1 11 1 11 \\ ; \ \\ \ ;1 VIIII/ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \\ \ \ \\\ \\ \ CONNECTION TO LOT78
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IIIIII of I wl 01 I I I I \ I I I I I IIIII 1 \ \ 1 1 I 1 1 I 1 ►III I 1 I I I I \ \ \ \ \ LOT 7 \ \ \ \ ♦ \ \ \ \ \ - \ 0.246` Gres \ \ M \ \ / _ I I \ ♦ \
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I I I IIIIII III 1 IIII 11 \ I I I lol I I Iol I I Irnl I I I �111 111 I I I I I 1 \ I \ \ \ \ \ \ 11 I I IIIII 1 1 I I I I I CONNECTION TO LOT 74 \STA: 4+74.94 -CROSSING OF 4-IN DIA.
I I I I I I 111 11 11 1 1 1 1 1 1 1 I II \ I I I I I I I I I I I hI I I Ipl 1110111 1\ 1 1\ I\\\\\\\ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 11 \\\ \\\ \ \\ \ \ \\ -SEWER SERVICE PIPELINE TO LOT 78 \ \ \ \ STA: 3+38.61 - WATER SERVICE
IIIII III \ I 0111 ! �! II \ \ \ \ \ \ \ \ ♦ \� `- ` ` \ \ \ \ \ CONNECTION TO LOT 76-
II11111111111 II II II I II IIII IIII IIIIII Illolll O \O11\\\\\\ \ \\IIIII I I I IIII III �� \ \ \ \ O
IIIII IIIII I I I IIIII 1 1 1 1 11 1 1 1 1�11 1 1� \ \ \6�\ \ \ \ 1 1 1 1 1) III 1 1 1 1 1 1 1 1 1 1 1 1 1 I \ \ \ \ ♦ \ \ \ \ \ \ �\ v ��/
I IIIIIIIIIII III I 1 I I I I 1- I I I I I 1 I 1 \ 11 1 \ G� IIII I I I STA: 5+34.89 - STORM-03 \ \ \ \ �� \ \ \ \ \_ � \ \ \ \\ \ \\ \\ \ I I I ao I I I I o I / �' � ' \ / I /
I I I 11 I 1111 I I 1111 I II II11 \\\ I I II I I j ll II II IIIIII II II j ll ll ll 1 \ \ 1 1 \�\\\\\\ c�S\\\\ I hI 111�1 I I I 11 1 II I 12-IN DIA. ADS-N12 CULVERT \ \\ \\ \I, \ \ STA: 4+64.93 �1 \ \ \\ \ I c�O I I I I aR ! / ,-' /' "\ ` I \ /
\IIII I I IIIIIIIIIIII 11 1 1 1 II 111\1\\II I I ko1 1 1 lo^j I�11 11 1 1 I l l INSTALL 14-IN. DIA. DR18 C-900 PVC SLEEVE ON \ \ \� 1 1 ' • -__ ' r\ / / / '�1 / - -
11°15' HOR. BEND\ \ \ \ 1II� \ \ STA: 3+31.06 CROSSING OF 4-IN DIA. �// /' \ \\ //I I ' / /--/ / I'--`\ \\ \ <' 3 // /
111111111111 II II II I j I II j 11 1111 1111 1111 till 11111111 jl I111 III11111 IIIIII \ 1\I 1 \\\\\ \\\\\IIII1111IIjI III \`°I l I Io11 I I�I I 1 1011 j j 11 STORM SEWER PIPELINE, 20-FT. IN LENGTH \ \ \ \\ \ \\ I \ \ �! \ \SEWER SERVICE PIPELINE TO LOT 77 '' -� - _--'_' ' \ ' I A/' / / ' I \ ' 6g/5�_
IIIIIII 11j IIIIIII 111 II II II IIIIII \\\\ \\ 1 \\\\\�1 10 w \ \ \ \ \ \ \\ \ \ \ �_STA:H I
1 1 1 I I IIII 1 11 1 I 1 1111 1 11 1 \ \\ \ \ \ \ \\ \ \IIIIIII 111 \ \ \ \ \ \ \ \ \ \\ \ I I t l of I CENTERED ON WATER MAIN. INSTALL s, „S \ \ INSTALL 6-IN. DIA. DR18 C-900 PVC 2+25.54 - STORM
\ \ \ \ 1 \III 1 I IIIII \ \ \ \ \ \ oo I INSULATION OVER WATER MAIN PER DETAIL. \ ° SS SS \ SLEEVE ON SEWER SERVICE PIPELINE, 24-IN DIA. ADS-N12 CULVERT I \-
1 1 1 1 1 1 1 1 j 11 1 1 1 11 1 1 1 \ \ \ \ \ \ \ \ 1 I cn NS y \ \ \ pp `\ \ \ \ \ \ T '"INSTALL INSULATION OVER Ir\ j / �® j l III
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\\\\\111\IIII\\\\\\\111111111111 --- II III II\\\\\\ 11111►IIII I111111\1 1 I I� . \ \ \ \ +0 \ \ \ AMAIN WATER MAIN PER DETAIL �,/I T -I \ --- /' -
�I1\\I\\\\1\11\111\1\\\\IIIIII IIIIII llillll111\\\\1\1\\I11IIIjllllllllllllllllll�llllllll111;1111111;111111�11111111\\\\1 II II STA:5+76.13\ \\ \\ \\ \ \\ 1 i�� \ 1/i�ii B� \ \\ \\ \ \\ \ (11\ ----___ --- _ \
STA: 3+18.01 STA: 0+21.27 \ \
\\\\\\\ \ 1 11111111 II III \ \\\\ 1 I IIII 11 IIII 11 11 \\ \ \ II 8 X8 X6 FIRE HYDRANT TEE � i \ � \ eS'
\\I\\1\1\\\1\\1;\\\\\\I111111IIII11 III\\\\\\\\\\\1i\\1IIIIIIII;IIIIIIIillllllllllllll�1111111;1111I�11 \\\\\\\\\\+ \ \ \ \ \ \ �M•• \ \ `\ \ \ \` \ \\ \\8"X8"x6"FIRE HYDRANT TEE _- 1/' _INSTALLI2-IN.DIA.DR18C-900 \\//IIIIII\ 11°15'HOR.BEND \ -----
�1\\\\1\1\ ;;11\\11\\1111111111111111111 \\J\\\\\\\\\\\\\\\\\1\\IIIIII IIII IIIIII III II IIII I \ \ \\ INII /1 I \ OT\\72 \ \ __ ---� -_---- -- - - / \
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1\\\1\\\\\\11\1\I1\IIIIIIjlllj1l11�� IIIII 111III I11\I\1\\�\\\I\I1111IIIIII►I111�jj1111111II�II\I\1\�1\\\\\\ �\IIIIII i11IIIIII 11 � 1\ \ � \ \ \ \ \ \ � \ \� \ ` \ �y\\ \ \ �' \ �_--'����% �/�� PVC SLEEVE ON WATER MAIN III - � \ ��,
1\1\\\11 1 I _ ------
1111 1 \\\\1\\1\\11111111111' II � I11111111/I I/11111 \\\\\\\\\IIIII 111/11111 I 1\ \\\\\\\\\ 11I I1111 I q I \ \\ \10,7�32s�.ft.\\ \\ � \ � \ \\ \ \\ \ \ \ \ \�'�„ \\ \�0 `\ PIPELINE,20-FT.INLENGTH �\ \ r 111 -___ ��\ -----
1 \ II IIII I I \ \\ \\\\\IIII II I \\\\\\\ .24 acres / / ` �T _ - \ I 1 r\ /�_-- \` \ \\\
\, \ cD 5 \' \ 2 \ ` \\ --- CENTERED ON SANITARY SEWER. F\ 1 IIII II \ _ \\ \
IIII\1\\1\I I;I„ I I III I1�111 111 \\ \\\1 IIIIII III IIIIIII II \ I Y P i\I 0\\J\
////// /IIII\\\'I I I I II111111111111\\ \IIII\\\11111111111111 IIIIIIIIIII\\\\\\\ \\\\\\II I III \ \ \ \ \ \ \ \xA:5+24.93 $TA:3+99.09- \ ---- --' \\ \
/ I I IIIII \\\ 1\1111\IIIIIIIIIIIIIII�IIIIIIII1111\\\\\\\\\\ \\\\111 / ✓ \ SERVICE CONNECTION
_
I 1 \ \ \ \ 1 l STA: 5+99.93 - WATER SERVICE. \ 45° HOR. BEND STA: 0+1 5.26 -\\\ \\ \ \ \\ 1 \ \ \ \ ^
\\\\\\\\\\\\llflll,llil 11111 IIIIIII \ \\\ 111 1 Iii I11111111�1111111�IIIIIIIIIIlIll111 jllllll\I�\\ \ \\\\\\\\\\\\\\\ 1\, CONNECTION TO LOT72\ \ \\ +1, \1 TO LOT75�-��\ \ \\ \\\ \\\ \\ �� 22°30'HOR.BEND_ \ \\ _�_-\\`I I\ \\ I\1\ 00 - --- --\ \'STA:0+01.27
VAA\VAVA\ / 1� 1A 1 1 I I 11 1 11 111111 IIIIII VA \�\\ V v STA: 5 38.20 -WATER SERVICE
1 \
\ \\\\\\\\\\\Ilpllllllll"'IIII 1 I 1 1 1 1 1 1 1111 1 1 1 1 1 1 1111IIIII1111111111IIIII IIII 1111111\\ \\\\\\\\\ \\ \\\I\ \\ \ \ \ CONNECTION TO LOT73 \ \ ` ` -- _ \\\ \ \ �\ I \ I11 r7 CONNECTION TO EXISTING WATER MAIN \\\
\\ \\\\\\ \\\1\IjllllllllllllllllllIII I I 1111111I11111�j111111111111 I I I IIIIII I\\\\\I\\\\\\\\11\\ \ \ cp \ \\ ��L $TA:3+49.22, I�\
\ \ IIIIII I II I IIII I I \ PIPELINE TO BE MADE BY SHUTTING OFF _ �\
\ \\\ \ \ \\ \Ing1111111i IIII Illlll��i IIIIII 1 I 1 I I 1 I 1 I 1 I ► 1 III 1 I I I I 1 1 I I I I 1 11 I I 1 I 1 I 1 1 I 1 I I 1 I I 1 \ \ \ \ \�\ W\\\ 22°30' HOR. BEND - \ \ \ \ \ \ \ \ \ \ ,6825 - \ /\ - ��♦� \ 1 I 111\ \ \EXISTING PIPELINE, AND CUTTING IN A TEE WITH
\\\\\\\\\\\IIIIIIIIIIIIIIIIllll11111 1 1 I 1 11 1 IIIII IIIIIIIIIII IIIII \\\\\ \\ \ \\ \ \\ I ----_ \ \
I I I 1 I I I 1 1 I I IIII I I 1 1 \ \ \ ► STA: 6+04.93 - \\ D� \ -. � A SOLID SLEEVE. INSTALL 8-IN GATE VALVE ON
\�\\\\\\\ IIIIIIIIIIIjl111111j11111 I III 1111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII\\\\\\\ I► \ \ \r \ \ \ \ \\ \ \ \\ %
45° TOR. BEND ^ •\ \\ \\ --_LOT 77 \ \\ \ `. \ \. .\ \ \;- - ; ' S - ---'� 22°30' HOR. BEND \ \ \ \ �\ A\\ \\ ♦\ \ BRANCH OF TEE. FIELD VERIFY LOCATION, ------____- \
10,01M-S -ft-__- \ \ STA: 3+43.17 -WATER SERVICE $ - -- - 25 --- \\- \ \ \\ ;\ \\ \ \\ \
-_ q \ � 'DEPTH, PIPE MATERIAL AND PIPE DIAMETER OF
\ \ vi „ \ I --- \ 1\ \ \
1 1 STA: 6+20.98 - WATER SERVICE �\ \ \ -- \ .\ , \ ,\ \ \ - - _ +8�1 0\ \ \ \ \ �a EXISTING PIPELINE PRIOR TO CONSTUCTION.
IIIII 111111/1 . �\ \\ \\ LOUR - �_ ��_�- 0.230�sr@S__ ^__�� \ CONNECTION 77 2 --- /�, \\ I \ J I -" __--'------- ---
\\ \\\\\I I I I I (IIIIIII I v i i 11 ► 1 1 1 1 1 1 1 1 1 I I I I I I l l l l j III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I II II 1 I 1 I 1 1\, I CONNECTION TO LOT 71 \ $$\3 Sq. ft. ---- ------ �\ ���� \\ 8 \ '$---- - _ _ '\[ \\ %� \ _STA: 0+58.42 _-
)\\ \\ \Ill I I I Ijjlllllll \\ I I I I I 11 1 III 1 1 I I IIIII I I I j l 1 1 1 1 1 1 1 1 1 111111111 1 I l l l l l l l l l I I 1 1 I I I 11 I \\ \ \ \\ \ - \\ \\\0.19d'2�res __ / - \ \\ \ \ \\\ __- -- - _ -_-------------
V)// / l /jll!;1 I I I !Illlljll 1 1 1 1 1 1 1 1 j I I l 1 1 1 1 1 j IIIIII I II I 1 1 II11 I I II I II I I 11 II II 1 1 1 1 111II \ \\ \\ \ (n \ \\ - - ---- ---- \ \ R \.\ �\. \- �\ \ \ _ �_ - --- ----- \ 1 \ \v^ \ -_------------- ---__-
\ \ _ 22°30' HOR. BEND \ / --_ 6825-
// II 1 I INSTALL 12-IN. DIA. DR18 C 900 \ \ - \
\---------- --- \ \\ \\ 8.. S- - _ T \ M-04
-- -- PVC SLEEVE ON WATER MAIN \ -- -
\ STA: 6+63.25 -CROSSING OF 4-IN DIA. \
//iil/I'14ui; l 1 I/11jI\ i t i I I I I I I I I I I I I I 1 I I I I 1 I I I 1 I I 1 1 i I 1 I I I 11 1 1 I I 1 I I 1 1 11 I I I 11 l 1 i 1 11 11 1I 1 j I I 1 \ LOT 7'1\ ` \� \\ \ SEWER SERVICE PIPELINE TO LOT 79 �_ \ STA: 0+71.42 -STORM-04
ff PIPELINE, 20-FT. IN LENGTH\ \ \\ ` ,\----_ STA: 2+12.01 - \ \\ ��
1 �\ -- --- -- _ \�( \ \\ \\ \ 24-IN DIA. ADS-N12 CULVERT
\12,24\3 sq. ft.\ \ 6-IN. DIA. DR18 C-900 PVC SLEEVE ON _ - -- 84� CENTERED ON STORM SEWER.\ \ _____22°30' HOR. BEND_ __ \ \\ \ _ -\ --- - \
// IHUI qu/ l l 1 I SEWER SERVICE PIPELINE, 20-FT. IN \ _ \ \ INSTALL INSULATION OVER \
/ // ♦ / / / / / I 1 I IIIII I I 1 1 \ / I \ `Q281 acres -_\ \\ \\ \\`\----- - -- 68 0 - - ;\ \ WATER MAIN PER DETAIL
\ � � _ \�
\--------
// LENGTH CENTERED ON WATER MAIN -_ _ \ \ \ _ _ _ _ \
//////j ///// I // l / / / / / / / / / / / / / / / / / / / / / /IIII III III I I 1 1 I I� III .\. \. ♦. \ � �. `\� \ \`---- T-- ----__ --(� \ \\ \\\ \ \\ \\ \ \\ \ \ \--- -- ---_-- --- - --- __- _ \\ �\\� \\ � /'\C_ � \ \ \ // \ \
////�// ///li,j l i!/l 1 1 1 l ll l l l l l l l l i l i 1 1 1 l l l l l l l i i i l l i i i l j i i 1 1 I i 1 i 1 j I II 11 IIIII II III 11l l j STA: 6+80.14 - WATER SERVICE
�__---- INSTALL 12-IN. DIA. DR18 C-900
/%//////�/ //�� I %/ l l l l%% i l i j j l l j l l% l j l j l l l l j III I I ll ll l ll l l l l l l l l l j l l IIII I I► 1 j j I I /// /, CONNECTION TO LOT 79 \ _ S \ - \---_-\\
__-- --
___--- /----------------- -_____ PVC SLEEVE ON WATER MAIN - __ I
_lOT�9-- / ------------------- \ \ \ \� \\\ \ \ �Ji\i$, \\ \\ \\ `\
\ --_
,___ - \ \ �� _ PIPELINE, 20-FT. IN LENGTH
\ \ co 8,417 sq. ft___-''-/---------------- \� \ \ \ \ •T $\ ---- CENTERED ON
STORM SEW-E-R.----_�.9acres63
STA: 7+26.41-WATER-SERVICE
----- 6830'
\\\---_
CONNECTION TO LOT70---
jjljlj/i\STA: 8+63.48-WATERSERVICE
- q-__ /\ CONNECTION TO LOT 68
STA: �8+i3'1.4�1 7--�-- 0.
1--9-7--acres
\ [NOI1II TE: WATER
1 SERVICE I PIPESTA: 7+31.41 A DIAMETER 2-INCHES] BEND _ -_ ---68- 4-0------- 4522°30'HOR. BEND LOT 8_9{440sq. .\"0 ' 02--_-r
68�
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17
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/ 0:4�77aCTe�S �\\ \\i' '\ I �/I'STA'1: 9+34.20 -CROSSING OF4-IN DIASTA:7+44.49 -WATER SERVICE \ 'SEWER SERVICE PIPELINE TO LOT \\ 101�59S)�ft.
CONNECTION TO LOT 69 - / - 8x 6-IN. DIA. DR18 C-900 PVC SLEEVE ON \ 0.23$ NOTE:
6 \\\\\\\\\ /( \ \
SEWER SERVICE PIPELINE, 20-FT. IN ` 845- - \\\\ \\\ \ \\ /\\^. ALL WATER DISTRIBUTION SYSTEM PIPELINE MATERIALS SHALL BE AS
-
\ \ /
r / / / //// / / // // // / //// // // / / / / / // / / / / // / / / / / \ I / / 1 /// ���� \ \ \ \ \ \\ ♦\ \\ � STA: 8+11.79 (APPROX)\ LENGTH CENTERED ON WATER MAIN
- FOLLOWS:
8" GATE VALVE ON MAIN - 86 ' v+ I \ l \\ \\ \ \� - - - LOT 83 '/ \ \\ // \` 1 IM
r\ -
/// Q \ \ \ -8-IN WATER MAIN PIPELINE: DR-14C-900 PVC
ADJACENT TO FIRE 8x / % \\ \ / 1002sq.ft. \\ \ \\\ \ x
STA: \ \__ \\_ 0.244acre� �'-\
8" x 8" x 6" FIRE HYDRANT TEE / / / - /� �� - - \ \\\\\\\ \\/ \ , \\ _ _ - J • 6-IN FIRE HYDRANT LATERAL PIPELINES: DR-14 C-900 PVC
LOT'69\ \ / // / / STA:9+75.97 WA
TO /
1,295 s ft. - - / / \,CONNECTION TO LOT 81 / /' _ s85 - \\\\\\\\ \ / \��' \ \
1 q• \ / __--- 0� - \\\\\\\\\ \/ l • 1-IN WATER SERVICE PIPELINES: PURECORE SDR 9, CLASS 200, CTS PE \
059 acres / I - --_ , \\\ yT \\ I r" [EXCEPT FOR SERVICE TO LOT 68 WHICH IS 2-IN DIA. PURECORE SDR 9,
1 S \\ STA: 10+56.53 - STORM-0 1 \ \\\\ \I_ � \ l I '
STA: 8+26.41 -WATER SERVICE/ STA: 9+13.36 - WATER SERVICE \ ` CLASS 200, CTS PE
\ \ \\\\ r
\ \ \ \ \ \ CONNECTION TO LOT 80 CONNECTION TO LOT 67 9� \ \ 18-IN DIA. ADS-N12 CULVERT
/ - / / \ / 6p ys g 68SQ LOT 84--------
\\ \\ \\ \\ \\ \\\ \\ \\\ \\ \\ \\\ \\\ \ \\ �\`-_-/--- - --- \ \ / \ 1 \ \ \ -- - INSTALL INSULATION OVER 10,632 s ft. \� \\�� \/I \Y \\IIII ji JOINT RESTRAINTS SHALL BE INSTALLED AT ALL WATER PIPELINE BENDS \-
/ WATER MAIN PER DETAIL 0.244 acres
v 111 I / j� AND FITTINGS. ACCEPTABLE JOINT RESTRAINT PRODUCTS ARE AS
/ / / / / / / I I / / \ // / / /. /i ✓ \ \ \\ \ \ \\ \ \\ \\ \. \ `\ - / f STA: 9+18.36 -
1 6��0 22°30' HOR. BEND j \ „ / / \\\ \\\ \ \ I I ►. //a \``\
- -- ' -- \ \\\\ \\\\\ / \ /// FOLLOWS:
8 SS.,g STA: 11+21.37 - WATER SERVICE 1 ' \ 1 // \
\III // // \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \
I I I l I 1 / / 1 / l I I I I III // / /i / \ \ \ \ \ \ _ \ \ \ I - "CONNECTION TO LOT 83
II \ \ \ \ \ \ \ \ \ y
I I 1 I l / / I I I I \ III II 1 I/ /i/ /»�♦ \ \ \ \ \ \ \ \ \ \ \ \ \ -_ - ` STA: 9+46.20 - WATER SERVICE I \\ SS, 8 --- \ - \\\\\\\\\\\j \ \IIII 1 • EBAA IRON MEGALUG SERIES 2000PV
\
/ CONNECTION TO LOT 66, \STA: 11+30.59
I / / 1 \ \ ► I � //i'\ ( \ \ \ \ \ \ \ \ \ \ . \\ ----- ----- ___ ` STA: 10+25.94
8"; 8" x 6" FIRE HYDRANT TEE 'W�� - \ \\\\\\\\\ / \I \\\ 1 I I I l • CONCRETE THRUST BLOCKS IN ACCORDANCE WITH THE DETAILS
22°30' HOR. BEND-
STA: 10+29.12 - WATER SERVICE
\LOT 7
CONNECTION TO LOT 82
\ -
\ \ \ ' r� - STA: 11+40.54 -WATER SERVICE
\12, 33 sq\ ft. \ \/ \ (
♦ \ \ ( \ \ \\ `\ - '\ \\ - _ �� CONNECTION TO LOT 84 ,-----_-- LOT 85
\ 1 \ -
\ \ \ \ \ \ \ 1 1 1 \ /� \ \ \ \ \ \ ♦ \ \ \ \ ♦ ---- - -- -
�295 a`Fre�\ \ \ \ \ \ \/ STA: 10+41.23 CROSSING OF 4 IN DIA. � � �
--- �� \ \\ \\ \ \ \ \ \ \ \ _ - > - 10,164 Sq.-----68$g,
\ \ \ \ \ 1 1 I 1 \ \ I I I ,/\ \ \ \ \ \ \ -- - \ \ \ \ \ \ SEWER SERVICE PIPELINE TO LOT 66 - - / J' 0.233 acres
\ \ \ \\ \\ \\ \\ \\\ \\ \\ -----�\\------------------------ -- -- - \♦ \\\ \\\\\ \\\\\ \ \ \ \\ \ \ \\ \\ \ _ xOf _ - ------ - - \ \ \ IIII\ \ \\ \\ \ \ -
I 1 1 1 I I I I I \ 1 1 1 1 1 \ I I \ \ \ \ \ \ \
\\ \ \\\\ \ \ \\ STA: 10+65.24-CROSSING OF 4-IN
DIA. 0\ t� \ SEWER SERVICE PIPELINE TO LOT65
- -a7355Sq ft-.-- \ O �6855
1�5,6'3s .-ft: - \ \ \
\ \ \
_--
STA: 10+77.29-
Q� ---- CONNE ON /' -- _ \ \I \ ♦ \ r
360-acres - x \ \ \ \
I ------------- - - \ WATERSERVICE �
TI TO
LOT 65 C \ '-WATER
1 I I I I I \ \ \ \ \ \ \ ----------' ' ---------------------- \
INSTALL 12-IN. DIA. DR18 C-900 PVC SLEEVE ON --- ___-� �, - _ \\STA: 12+29.96 SERVICE \�\ \\\� \ - \ \\IIII \I j �•�
__------- _ _--_ --- _ _-- C TO LOT
\\\\ \\ \ \ \ `\ WATER MAIN PIPELINE, 44-FT. IN LENGTH EXTENDING �CONN€ TION
\ . ` ` \ \ - STA: 12+12.64 - CROSSING OF
J'
;'-------------------- f-____- \ \ \ \\' 10-FT BEYOND SEWER SERVICE PIPELINES. JOINTS --__
_-------- --__ \\ - 4-IN DIA. SEWER SERVICE
I I I I I \ \ \ \ \ \ \ GO \ \ \ \ \. --__ - \\ \\ \ \ \ \ AN ENDS TO BE SEALED WITH CONCRETE.-- - - _ - \ \\ \\ \---------------•
--- ___------- --_- - -�\\\ \\ \ \\\\\\\\ \\\ \\ \D E- - LOF61; PIPELINE TO LOT 64
III I\ \ \ \ \\ 1\ 1 \ \ \ \ \\ \ \ \ \ \ \ \ -- - --_--- --__ - - -- _ - - _ -- '
III III \ \ \ \ \ \ \ \ \ \ - \��_- ---' '' '' ''-------__ __- �\ \\ \ \\ \\ \\ \ \ \ \ \ \\ \ \- � �� -�- - !� �\ -__ 15,5'MSg. ft. - � -__ -68
IIIII \ \ \ \ \ \ \ \ - - \\\ \ \ \ \ . - - - - 865 0.356�cres-- /
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6840
LOCATION
DEPT
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OF EXI
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O LOT 7
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0
6830
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.
END
---
----
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6.21°/
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: 5+38.20
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°
ST
: 3+49.22
STA:
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ROSSIN
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O LOT 7
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. DIA. DR
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4+40 4+60 4+80 5+00
5+20 5+40 5+60 5+80 6+00
EXISTING GROUND ELEV (TYPICAL) BOTTOM OF PIPE ELEVATION (TYPICAL)
WATER DISTRIBUTION MAIN PROFILE
-
STA. 0 + 00 TO 6 + 00
HORIZONTAL AND VERTICAL SCALE: P=20'
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CONN
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LOT 69
STA:
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ATER S
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-
°
725%
5.86°k
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0.59
+
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STA: 6+
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TA: +1
6
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45' HO
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22°30'
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CONNECTION
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SEWER
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S
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4 - CRO
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WATER DISTRIBUTION MAIN PROFILE
STA. 6 + 00 TO 12 + QQ
HORIZONTAL AND VERTICAL SCALE: P=20'
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----- ----------
'
ss /---
Y /A
S ✓ y LOT 86 -[[s
L,r T 85
LOT 87 ,' If
• . // / / / \ �// I // /, / , / / / / /,/ / / /// I /
//' /' /' / /' /' / ! \ \ ; LOT 8 4 /' \ /' /' I /' I / / / / / / / / // / / /, / / / i \\ V , \ - Q
/ / / I / / / - ST . 13+63.6 -WATER SERVICE
CO NECTIO TO LOT 86 / / /' STA: 14+2 �4 /' / _ - w
le
Lu
22°30' H�. BEND
STA: 13+21/.18 -WATER SERVICE / / /c/)
CONNECTION TO LOT 63
TA: 12+90.41 I STA: 15�.
\ \ \ \ 8" x 8" x 6/FIRE HYD�4N �
\ I LOT 83 \ " x 6" FIRE HYDRANT TEE
/ I
14,+�
5f12+25.04 - W TE VICE % - SS 8 /' - � WI 8'� 875
CONNE TO LOT 85 „ 8 WL // 4t/�
8 13+60 g L //_ , // \\ /
„ / 8 SS , +40 18W / 8 v /
STA: 0.54 - WATEISERV �n i ' j 8„SS 8 �S 1� / '' 8�-
\ NECTION TO L 84 8„ /�S�
/ STA. 11+ .59 / , SS / 8 / / //
, 22°30' HOR. B ND cn 8 2+80 g / , / // 8P WV / / q
\ B
I I
11 8Y W��4� 3 / - L -/ - , T- / STA: 14±3 .24 -WATER SERVICE
STA: 1/3+03.87 - CRO6SII3-0F 4- DIA. / �/ C NNECTION TO LOT 8 / / M 1/
\ STA:A 1+21.37 -WATER SEWICE I 4 / / / / �V
\ / I 11 „ / 8 / SEWER SFJVICErIIPELINE TO'LOT 63 / // - - / - - ----- - - f- --- ' / / /' �M /hx WV
CONNEQTIQh TO LOT 83 I 8 / H / / / /
/ SEWER #NVERT €L . 5156 / / /
3 / /IN. D� DR9C-900 PVC EEVE O / ,
/' / SEWER SEF, VICE PIPELINE, 20-FT. I /
LOT 82 \ / / \ / L / LENGTH CENTERED ON*ATER MAUV
\ / / / / / ' //' STA: 15+12�
------ /�' \ / / / i / % l ' /' j /� /' i /' ' / /' CONNECTION
TO STUB END OF EXISTING 8-IN.
DIA. R14 C-900 WATER MAIN PIPE - LINE. INSTALL
S` / ^� / / , / / / / ' / ,' �` --NEW GATE VALVE AT ISTUB END OF EXISTING
CROSS_IN_GOF_A1IN DIA. S / / / // �(/ / I /' i' ,' / /' PIPELINE. FIELD VERIFY LOCATION AND DEPTH'
SEWER SERVICE PIPELINE TO LOT 65 / / + \% /' / ,/' ' /' ' ' I i' ,' / / OF EXISTING -PIPELINE PRIOR TO CONSTUCT16N.
/ \ / / STA:12+.64-CRO .64-IN DA. / / / / LOB' 63 i ,
/ S E SERV4eE PIPELINE TO LOTi64 / \ / / / /'� ' / / i /
��/ LOT 64
-----S-TA�1-0+56-5a-STORM--at STA: 12+29.96 - WATER �bERVICE-
18-IN DIA. ADS-N12 CULVERT / / i
�! ` /' // CONNECTION,TO LOT 64 / /� / ' / ��'/ , ---
INSTALL INSULATION OVER "J / / / / / / / / / ,/ , , , /I�
WATER MAIN PER DETAIL J, CQ SS J / / / // / // \ / / ,' / / / /' / / ,/ / / /' / / ,
STA:� n� + 7.29 - WATER SERVICE
/ COAECTION'TO kCT 65 % // // j = i' / ,' i /' /' ' �' j / ,' /''
�
STA: +41.2 - CRO SING OF 4- DIA. /
// / / / / ' ' \ ' / / / ' / ' ' / / ' /--------------'-\
SEW RVI PIPELINE LOT 66 / \ / / / / / __-- \ , /
X ell
/ / / , , , / / ,' , /
LOB 65 / ,/� / ' ' .' ,/ / / / ,/ ,/ / /' // / / // // / _ �
/ / I / / / / / / / / / 3 /
`ST-A: .12 - WAT SERVICE / / / / '
y2 INSTALL 12-IN. DIA. OR18 C-900 PVC SLEEVE/
C NECT TO LOT 8
o ON *ATER MAIN PYPELINE 44-FT. IN LENG�(I / / ' �/ / ' i / � / ' ' ' ' ' ' -
s� EXTENDING 10-FTiBEYOND SEWER SERVfCE ---\ /' /'/-----------------'
LI' PI LINES. JOINTS AND ENDS TO BE E=ALED i / /' /' ' /' /' /' /' /' /' /' /'
\ H WITH CONCRETE.
\ \ TA: 10+25.4
8„ 8" x 6' FIRE\9
IYDR/ NT TEE / // ' ' ' /' /' ' \ /' //' / ,/' , /' '' / ' / ' / - \\ / /'/
STA: 9+ 97 - _WATER SERVICE /� / \' / /, / /,' // / ,/'
\o, CONPIECT104TO LOT 81 / / / / ' / , / / /220
------
--
LOT 66 ` /,, ,_ --- --__
/ �/{4�J� X' ''� ,''/ � F�OR1Z/� TAL GRAPHI SCAL�1N FEET''/ //'/' - % -/;; //' - ,
STA: 9+46,A - WATER SERVICE /' ' /' / i ' /' /' /" /' / /' /' // /' INC�If BEET '' _ -
/ -
VERrT/CAL S--CAL 'Z IN C 20
CONN CTION LOT 66 / ,' / / O /' / / \ /' /' / / / '' '' '/ // _ / '/ /�
6880
6870
6860
6850
6840
6830
6820
6810
DATUM ELEV
6800.00
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-----
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7.96%
7.82°°
+
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0
C
NNECTI
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___
__
8.3
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0
STA:
4+25.24
°°
+
CONNECTION
FO STUB
END OF EXISTING
8-IN. DIA.
5.
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7.
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2 /°
10.
°
CONNECTION
TO LOT
6
GAT
VALVE
T STUB
ND OF EXISTING
PIPELINE.
STA: 1
+21.18
ATER S
:RVICE
CONN E
CTION To
LOT 63
PIPELINI
PRIOR TO
CONS
UCTION.
STA: 1
+12.64 -
ROSSIN
OF 4-IN
DIA.
S
A: 13+0
.87 - CR
SSING O
4-IN DI
SEWER
INVERT
ELEV: 6848.69
SEWER
INVERT
ELEV:
6855.3
STA: 1
+90.41
SEWERS
RVICE PI
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0-FT. IN
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12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00
WATER DISTRIBUTION MAIN PROFILE
STA.12 + 00 TO 15 + 12.60
HORIZONTAL AND VERTICAL SCALE: 1"=20'
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CROSS
SECTION OF TYPICAL
THRUST BLOCK
REDUCER
TEE
BEND
MINIMUM DIMENSIONS FOR THRUST BLOCKING
FITTING
SIZES
TEES & PLUGS
90" BEND
45" BEND & WYES
_ -
A
B
A
B
A
B
A
B
6"
2'-0" (2.00')
V-11" (1.92')
2'-5" (2.42')
2'-2" (2.17')
V-10" (1.83')
V-7" (1.58')
V-9" (1.75')
V-10" (0.83')
8"
2'-8" (2.67')
2'-6" (2.50')
3'-2" (3.17')
3'-0" (3.00')
2'-5" (2.42')
2'-1" (2.08')
V-9" (1.75')
V-6" (1.50')
10"
V-4" (3.33')
V-3" (3.25')
4'-0" (4.00')
'-10" (3.83')
S-0" (3.00')
2'-9" (2.75')
2'-2" (2.17')
V-11" (1.92')
12"
4'-0" (4.00')
S-10" (3.83'
4'-8" (4.67')
4'-8" (4.67')
3'-8" (3.67')
3'-3" (3.25')
2'-7" (2.58')
2'-3" (2.25')
14"
5-5" (5.42')
'-10" (3.83'
6'-6" (6.50')
4'-11" (4.92')
4'-9" (4.75')
3'-5" (3.42')
S-5" (3.42')
2'-5" (2.42')
NOTE:
DIMENSIONS OF THRUST BLOCKS WILL DEPEND ON SOIL
CONDITIONS AT SITE OF THRUST BLOCK. THRUST BLOCKS
LARGER THAN SHOWN IN THIS TABLE MAY BE REQUIRED.
Thrust Blocks
Not To Scale
FINISHED GROUND
WATER SUPPLY PROTECTION METHOD 1:
ALL JOINTS SHALL BE EBAA IRON
TEE INC. MEGALUG RESTRAINTS, CROSS
ENCAPSULATED IN POLYETHYLENE
SHEETING, OR "PROTECTO WRAP
BOLT VALVE TO TEE OR CROSS.
ALTERNATE RESTRAINT METHOD
CAN BE FLANGE TEE OR CROSS
WITH FLANGE x MJ VALVES, WITH
MEGALUG RESTRAINTS.
NOTES
1) ALL MECHANICAL JOINT RESTRAINT SHALL BE "EBAA IRON INC." MEGALUG ONLY, NO SUBSTITUTIONS.
2) JOINT RESTRAINT SHALL COMPLY WITH THE MOST CURRENT VERSION OF EBAA IRON INC.'S JOINT RESTRAINT PROGRAM,
USING THE SOIL, PIPE, DEPTH OF BURY, TRENCH TYPE, SAFETY FACTOR AND TEST PRESSURE SPECIFIED BY THE ENGINEER.
3) ALL TEES, CROSSES, VALVES, AND JOINT RESTRAINTS TO BE POLY -WRAPPED REGARDLESS OF SOIL CONDITIONS.
-( 16" PLUS SLEEVE DIA. (MIN.)
DR18 C-900 PVC SLEEVE 8" MINd
a e'.
16" PLUS
d ' m P; SLEEVE DIA.
e (MIN.)
8" MIN. d • v '
•n •e' 8"MIN.
v a.
.d. ', �.. 8" MIN.
d . e, d
Al
SECTION OF
CONCRETE COLLAR
(INSTALL WATER PIPE IN SLEEVE)
ENCASE NEW WATER PIPE INSIDE A LARGER DIAMETER SLEEVE OF
DR18 C-900 PVC. THE SLEEVE SHALL HAVE A MINIMUM LENGTH OF
MAINTAIN MINIMUM
20-FEET AND SHALL BE CENTERED ON THE SANITARY OR STORM
DEPT OF COVER
SEWER PIPELINE, EXTENDING A MINIMUM LENGTH OF 10-FEET BEYOND
THE SANITARY OR STORM SEWER PIPELINE. THE ENDS AND ALL JOINTS
OF THE SLEEVE SHALL BE ENCASED IN CONCRETE COLLARS AS
SHOWN.
SANITARY OR STORM SEWER PIPELINE
IN LOCATIONS WHERE WATER PIPELINES CROSS BELOW
STORM SEWER PIPES INSTALL 4' X 8' SHEET OF 2-IN. THICK
BLUEBOARD FOAM INSULATION BETWEEN STORM SEWER
PIPE AND WATER PIPE
WATER PIPE BELOW SEWER PIPE -
1.00' 1.00'
OR LESS THAN 18" ABOVE
(MIN.) (MIN.)
'1
SEWER PIPE
- 2.00' -I .
10' MINIMUM
a
10' MINIMUM'
a'
a
a
WATER PIPELINE (IN C900 SLEEVE) '
DR18 C-900 PVC SLEEVE
CONCRETE COLLAR CONCRETE COLLAR
SECTION OF WATER LINE CROSSING DETAIL
IN LOCATIONS WHERE WATER PIPELINES CROSS BELOW
STORM SEWER PIPES INSTALL 4' X 8' SHEET OF THICK SANITARY OR STORM SEWER PIPELINE
BLUEBOARD FOAM INSULATION BETWEEN STORM
SEWER
PIPE AND WATER PIPE
WATER PIPELINE (IN C900 SLEEVE)
10, MINIMUM 10' MINIMUM
•4 a..
4'
DR18 C-900 PVC SLEEVE
CONCRETE
COLLAR - CONCRETE COLLAR
4'
PLAN OF WATER LINE CROSSING DETAIL
Line Valves at Tees and Crosses
Not To Scale
FINISHED GROUND
WATER SUPPLY PROTECTION METHOD 2:
(INSTALL SEWER PIPE IN SLEEVE)
ENCASE NEW SANITARY OR STORM SEWER PIPE INSIDE A LARGER MAINTAIN MINIMUM
DIAMETER SLEEVE OF DR18 C-900 PVC. THE SLEEVE SHALL HAVE A DEPT OF COVER
MINIMUM LENGTH OF 20-FEET AND SHALL BE CENTERED ON THE
WATER PIPELINE, EXTENDING A MINIMUM LENGTH OF 10-FEET BEYOND
THE WATER PIPELINE. THE ENDS AND ALL JOINTS OF THE SLEEVE
SHALL BE ENCASED IN CONCRETE COLLARS AS SHOWN.
WATER PIPELINE
WATERSEWER
OESSBTHANNPE
WATER PIPELINE 1.00, 1.00,
OR L18" ABOVE
'I (MIN.) (MIN.)
SEWER PIPE
• °� 10' MINIMUM
10' MINIMUM
' a
SANITARY OR STORM SEWER
PIPELINE (IN C900 SLEEVE) DR18 C-900 PVC SLEEVE
CONCRETE COLLAR CONCRETE COLLAR
SECTION OF WATER LINE CROSSING DETAIL
PLAN OF WATER LINE CROSSING DETAIL
NOTE:
THESE DETAILS APPLY TO ALL NEW SANITARY SEWER (MAINS AND SERVICES) OR STORM SEWER PIPELINES
CONSTRUCTED WITHIN 10 FEET HORIZONTALLY OF AN EXISTING OR PROPOSED WATER MAIN WHERE THE
SEWER PIPES ARE CONSTRUCTED VERTICALLY ABOVE OR WITHIN 18-INCHES BELOW THE ELEVATION OF
THE WATER MAIN.
Water Line Crossing Detail
Not To Scale
SEWER PIPELINE
PROVIDE MEGALUG FIELD -
INSTALLED JOINT RESTRAINT
NOTE
ON CONTINUOUS WIRE SEGMENT, STRIP INSULATION FROM WIRE FOR APPROXIMATELY 1-INCH; DO NOT
CUT WIRE TO MAKE THE SPLICE. ON SEGMENT TO BE JOINED, STRIP INSULATION FROM END FOR
APPROXIMATELY 1/2-INCH. TWIST STRIPPED END TOGETHER WITH PLIERS, AND TWIST ALL WIRES TO LOCATE NEW CURB BOX
BE JOINED FOR APPROXIMATELY 6-INCHES. TAPE ALL WIRES AT THE END OF THE TWISTED SECTION. 12" ON STREET SIDE
OF PROPERTY LINE
ALTERNATE ji1: JOIN STRIPPED ENDS WITH SILICONE FILLED WIRE NUT OF THE APPROPRIATE SIZE FINISH GRADE
FOR THE NUMBER OF WIRES BEING JOINED. TAPE WIRE NUT TO WIRES WITH WATERPROOF
ELECTRICAL TAPE.
�Illxllli �Illi �Illi �Illi
ALTERNATE #2: JOIN STRIPPED ENDS WITH CRIMPED SPLICE, COAT WITH "LIQUID ELECTRIC TAPE" OR
OTHER ENGINEER APPROVED SEALANT, AND TAPE OVER WIRES AND SPLICE TERMINAL.
ON BOTH ALTERNATES, FINISH BY TAPING ONE FOOT SECTION CONTAINING SPLICE TO ONE LEG OF CURB STOP WITH ADJ
THE CONTINUOUS WIRE AND THE WIRE BEING JOINED. BOX, ARCH PATTERN
1" PURE -CORE SDR-9
STRIP ALL WIRES, CLASS-200, CTS, PE
APPLY EITHER:
1) SILICONE FILLED WIRE NUT AND PROVIDE HORIZONTAL
COVER WITH WATERPROOF TAPE, OR BEND FOR EXPANSION
2) CRIMPED TERMINAL SPLICE AND & CONTRACTION
WATERPROOF SEALANT AND TAPE.
10 AWG "UF" GRADE CORP STOP
INSULATED COPPER
TRACE WIRE
TAPE AT END OF TWISTED 6»
SECTION, AND AT SPLICED ENDS. T
MAP
TAPE SPLICED END
AFTER WATERPROOF
SPLICE IS COMPLETE.
12"
Trace Wire Splice
Not To Scale
- 2 - #5 BARS, BEND AS SHOWN
1 EACH SIDE OF PIPE
#5 TIE BARS EVERY 6" VERTICAL AND HORIZONTAL
NOTE:
DIMENSIONS OF THRUST BLOCKS WILL
DEPEND ON SOIL CONDITIONS AT SITE
OF THRUST BLOCK. THRUST BLOCKS
LARGER THAN SHOWN IN THIS TABLE
MAY BE REQUIRED.
CUBIC YARDS OF CONCRETE IN VERTICAL THRUST BLOCK
SIZE
11-1 4° BEND
22-1 2` BEND
45` BEND
6"
1/4
1/2
1
8"
1 /2
1
2
10"
3/4
1-1/2
2-1/2
12"
1
2
3
14"
1 1-1/4
1 2-1/2
1 4
TRACE WIRE
ATTACHED
TO GROUNDING
ROD WITH
BRONZE CLAMP
AND SCREW
GROUND SURFACE
6' STEEL POST, 3' ABOVE
GROUND, PAINTED BLUE
PROPERTY LINE
12"
NOTE:
LOOSELY WRAP 10 AWG "UF
INSULATED COPPER TRACE I•
AROUND VALVE BOX BARREL
5.5'
4"X8'X8" CONCRETE
BLOCK BASE
WATER ALL BRASS STRAP &
MAIN SADDLE (PER OMSCO)
Service Connection
CURB STOP
INSTALL CMU AS
TEMPORARY THRUST
BLOCK �.
Not To Scale
HYDRANTS:
MUELLER "CENTURION"
KENNEDY "GUARDIAN"
U.S. PIPE "METROPOLITAN 250"
WATEROUS "PACER"
ALL MUST CONFORM TO AWWA STANDARD C502.
HYDRANT ASSEMBLY
Plan View
CORP STOP
1" PURE -CORE SDR-9
ICLASS-200, CTS, PE
R=6", typ ,
R=6", typ
TRACE WIRE T PER SPECIFICATIONS
SAFETY FLANGE HYDRANT ISOLATION VALVE
2" MIN
4" MA
10 AWG "UF" GRADE GATE VALVE WITH BOX
INSULATED COPPER �� (PER TYPICAL GATE VALVE
TRACE WIRE DETAIL)
5.5 FEET
MINIMUM
DEPTH OF
BURY
10 AWG "UF" GRADE
3 FT. �j j INSULATED COPPER
COPPER / /\\/ TRACE WIRE TO SPLICE
CLAD
STEEL %\\%\\! FOLLOW WATER MAIN
GROUNDING
ROD
THRUST
BLOCK
i\i% , \,, \\\ ,
\% MEGALUG •'<\�\\!\ \��\!�����i�\%\\i�\\ \��i
j�\%\\\� MEGALUG \
1/3 CUBIC YARD
GRAVEL DRAIN OF
1-1/2" WASHED
GRAVEL
Vertical Bend
Not To Scale
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
RECESS TOP OF VALVE BOX
WORD "WATER" 1/4" TO 3/8" BELOW FINISH
ON COVER GRADE OF CONCRETE COLLAR
D.o
ADJUSTABLE C.I. VALVE
BOX 5" BARREL
2" COMPRESSION MATERIAL
WATER -TIGHT
SPLICE, SEE DETAIL
12 AWG "UF" GRADE
INSULATED TRACER
WIRE TAPED TO
CROWN OF PIPE
NOTE:
LOOSELY WRAP 10 AWG "UF" GRADE
INSULATED COPPER TRACE WIRE
5.5 AROUND VALVE BOX BARREL.
DRILL 3/8" HOLE TO ALLOW TRACER
WIRE TO ENTER BARREL 4" BELOW
VALVE BOX COVER WITH 12" OF
WIRE DRAPED IN BARREL.
a v
GATE VALVE MEGALUG JOINT
RESTRAINT
In -line Gate Valve
Not To Scale
THRUST BLOCK
NOTES:
HYDRANT DRAIN 1. ALL JOINTS FROM THE WATER MAIN TO THE FIRE
HYDRANT SHALL BE MECHANICAL JOINTS
PIT 2'-6" DIA. BY ENCAPSULATED IN POLYETHYLENE WRAP.
3' DEEP BELOW 2. ALL SPLICES IN TRACE WIRES SHALL BE MADE WITH
HYDRANT DRAIN WATERPROOF SPLICE (IN ACCORDANCE WITH TRACE
WIRE SPLICING DETAIL) JOINTS ACCEPTABLE TO
INSPECTOR.
3. INSTALL VALVE AT TEE.
Fire Hvdrant Assembl
Not To Scale
TYPICAL FOR CONSTRUCTION IN FIELD OR YARD TYPICAL FOR CONSTRUCTION IN TRAVELED WAY
REESTABLISH LAWN AREAS REPLACE ASPHALT TO GRADE AND SPECIFICATIONS
WITH SOD. REVEGETATE NON OF ORIGINAL ASPHALT OR MIN. TOWN SPECS. FOR
LAWN AREAS IN ACCORDANCE CLASS OF STREET WHICHEVER IS GREATER
WITH TOWN SPECIFICATIONS. SEE NOTE O.
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JOINT.
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STORM BASIN-02A:
CL. STA: 0+00
18-IN NYLOPLAST BASIN
SOLID LID
RIM ELEV = 6880.82
INV. IN ELEV (EXISTING 12-IN. CMP): 6878.96
INLET PIPE (EXISTING): 12-IN CMP
INV. OUT ELEV (STORM-0213): 6878.96
OUTLET PIPE: 12-IN ADS-N12-WT
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STORM STRUCTURE-02B:
STA. (DOWNSTREAM FACE): 0+63.75
CAST -IN -PLACE CONCRETE END WALL,
OR FLARED END SECTION WITH
DRY -STACK BOULDER WALLS
TOP ELEV = 6879.82
INV. ELEV (STORM-02A): 6877.70
INLET PIPE: 12-IN ADS-N12-WT
NOTE: BACKFILL BEHIND WALL TO
PROVIDE 12-IN MIN. DEPTH OF COVER
OVER PIPE
STORM SEWER-2 PROFILE
HORIZONTAL AND VERTICAL SCALE: P=40'
STORM BASIN-01A:
CL. STA:-0+01.04
24-IN NYLOPLAST BASIN
2-FT X 2-FT STEEL-BAR-MAG-GRATE
GRATE ELEV = 6849.95
INV. OUT ELEV (STORM-0113): 6847.28
OUTLET PIPE: 18-IN ADS-N12-WT
6870
6860
6850[
6840
6830
6820
DATUM ELEV
6810.00
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STORM BASIN-01B:
CL. STA: 0+39.75
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SOLID LID
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RIM ELEV = 6850.30
CL
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INVERT IN ELEV (STORM-01A): 6846.51
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INLET PIPE: 18-IN ADS-N12-WT
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INV. OUT ELEV (STORM-01C): 6846.30
> a
OUTLET PIPE: 18-IN ADS-N12-WT
STORM BASIN-01C:
CL. STA: 1+78.87
24-IN NYLOPLAST BASIN
2-FT X 2-FT STEEL-BAR-MAG-GRATE
GRATE ELEV = 6837.05
INV. IN ELEV (STORM-01B): 6834.46
INLET PIPE: 18-IN ADS-N12-WT
INV. OUT ELEV (STORM-01 D): 6834.15
0') M OUTLET PIPE: 18-IN ADS-N12-WT
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STORM BASIN-01D:
CL. STA: 2+81.02
30-IN NYLOPLAST BASIN
2-FT X 2-FT STEE L-BAR-MAG-G RATE
GRATE ELEV = 6824.43
INV. IN ELEV (STORM-01C): 6821.91
INLET PIPE: 18-IN ADS-N12-WT
INV. OUT ELEV (STORM-01 E): 6821.29
OUTLET PIPE: 24-IN ADS-N12-WT
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STORM SEWER-1 PROFILE
HORIZONTAL AND VERTICAL SCALE: P=40'
STORM BASIN-03A:
CL. STA:-0+02.48
24-IN NYLOPLAST BASIN
2-FT X 2-FT STE EL-BAR-MAG-G RATE
GRATE ELEV = 6841.01
INV. OUT ELEV (STORM-03B): 6839.01
OUTLET PIPE: 12-IN ADS-N12-WT
6840[
DATUM ELF
6825.00
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STORM STRUCTURE-0313:
STA. (DOWNSTREAM FACE): 0+51.29
CAST -IN -PLACE CONCRETE END WALL
TOP ELEV = 6839.82
INV. ELEV (STORM-03A): 6837.69
INLET PIPE: 12-IN ADS-N12-WT
NOTE: BACKFILL BEHIND WALL TO
PROVIDE 12-IN MIN. DEPTH OF COVER
OVER PIPE
STORM SEWER-3 PROFILE
HORIZONTAL AND VERTICAL SCALE: P=40'
STORM BASIN-01 E:
CL. STA: 3+23.56
STORM SEWER OUTLET
INV. OUT ELEV (STORM-01 D): 6820.46
OUTLET PIPE: 24-IN ADS-N12-WT
INSTALL RIPRAP PAD AT CULVERT OUTLET
WITH THE FOLLOWING SPECIFICATIONS:
D50 = 12 INCHES
MIN. DEPTH = 2.0 FEET
MIN WIDTH AT OUTLET = 3.0 FEET
MIN LENGTH OF PAD = 6.0 FEET
MIN WIDTH AT NORTH END OF PAD = 5.0 FEET
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6830
6820[
DATUM Ed F
6805.00
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STORM BASIN-04A:
CL. STA:-0+01.00
24-IN NYLOPLAST BASIN
2-FT X 3-FT STEE L-BAR-MAG-G RATE
GRATE ELEV = 6820.81
INV. OUT ELEV (STORM-04B): 6817.30
OUTLET PIPE: 24-IN ADS-N12-WT
REINFORCED CONCRETE PROTECTIVE CAP OVER
PIPE AT ROADSIDE DITCH CROSSING TO BE
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STORM STRUCTURE-0413:
STA. (DOWNSTREAM FACE): 0+52.72
_ CAST -IN -PLACE CONCRETE END WALL
TOP ELEV = 6819.74
INV. ELEV (STORM-04A): 6816.51
INLET PIPE: 24-IN ADS-N12-WT
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STORM SEWER-4 PROFILE
HORIZONTAL AND VERTICAL SCALE: P=40'
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