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1.03 General Application Documetns - Part4
IIIIIIIII1111jj11'1111111111111111111I \`6 - \\\\\\\\ \ \\\\\\\\\\\11 I \ III II I I IIIIIIII III IIII IIII \\\ \ \ \ \ \ \ \ \ c4 \ \ \ - - - - - \ \ \ 40 0 40 80 120 I \\\\\ I\I1\I\\\ I\I,\ I \I\,\ \\\\\\,\ \I l \ I' I' 1111I I I I„I11 I I I I I I I I I I I I I I I I I I , I I \ \ \ \ IIII \ \ \ \ \ \ \ �\ `\ `♦ `\ \\ \LOT�4 GRAPHIC SCALE IN FEET III I I I I I I I I I I I I I v IIIII IIII I I 1 \ V A V v V v v v v v v v v v A ----- �� ^ IIIII I I IIII I I III I I I I I I I I 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I l l A\ \ 1 III / A V A v A V A v v v E v 11,27�Sq. ft:� v v �� `v LdTv75 �� ��� �` v v % I A j p �' i'� l 11 // l j/ �� --_ `v vv v �� F INCH 40 FEET III I I I IIII I I I I I I III I I I I I I I III IIIIIIII IIIIIIII I111 I I v v V v v v 6� v v v v v v v v V A\ v v^ I I III Irn1 1 1 1 1 1 1 1 11 1 1 1 11 1 1 A 11 1 1 IIII 1 111 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1\ 1 1 1 1 1 1 1 I I/ A V 1 II II/ / A V A V A A V V AA v v vv OSv vv @�59 acres v `v �� v �� 1b 704 Sgevft•- v A v v v v 1 v I / roo COI>1ZOURMLTERVAL = 1�fEET I I I I I I 51 �I 111 11 IIII 1 11 I v I IIIIIII IIIIIII 1 1 1 1 1 1 1 1 1 1 1 1 V A 11 1111 I I I 1 II /A v v \\ V A V v v v v v v v v v v v v v v v v v v A V A A/ /r 11 /// // v ♦ ���� ^ 1 1 1 1 1 1 1 1 1 10l l Iwl �1 1 1 1 1 1 1 1 1 1 1 1 v 11 1 1 1 1 1 1 1 III 1 1 1 1 I A\ 1 1 1 1 1 1 1 1 1 1 A LOT 73 V V v\ \v v v v v v 0.246 acres v v v v CQT \ V 11 1 1 1 1 1 hI I IWI I I I�1 I I hI I vv IIIII' I I I I I I I I I II I I I I I II II II 1 II IIIIIII II IIIIII \ V A 1 V I 1 1 1 1 1 1 1 1 II I I I I I I VA / A A \ 3;06/ S \ft.vV A V v v v v ♦ v v vv vv ` �v �� AV A AV A \V A AV A 1 v - _� I v ll // (_- �v vv v68 I Jill I 1 1 1 1 11 11 1 1 11 101 11 1�1 ltpl IV v I I I I III 11 1 1 111 1 1 111 1 11 1 1 1 1 1'I I I I I I I I I\ 1 1 \IIII 1 1 1 I I III I II V I V A VA/ II \ \ q• \\ \\ vv v v vv v �` �� v v v` - v �� �v0�� 1 I I I V A v V v v v v 10,229 s\ ft. / / v 7 1 I \ v v v � � � �� �v �� A V A v V q A V A V A V A 1 / \ i ' � I 1 1 1 1 Jill I IIIII 1 1 101 A hI 11 1 11 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I I I I vv V \ I 0v3�0 a`Fres v V v v v v v v vv v v v v ♦v v v 0. 35 Ycre v v -_- j 111 IIIIIII 11 111 I 1111 111 I 1111111 I II II II 11 II II I ICI I II I I 1111 I I II I II 11 I I I I I I I II III 1 1 V I 11 I AV 1 1 A\ vV 1 1 I I I I Il 1v I hI I I loll/ IIII III I l,lA\ \\ v V vv v vv IIIIII I1111 j 11111111 1 Ijl IIIIIIIIIIIII ICL7�I1I I IoIIIIV1�1I I \�1 I I I I I 1\\1\ \ \\\IIIII j l l l 11 1 I 11 I I \ V A A \ \V AV A \ \v v vv v �v v _ v �v vv v A00 vv vv 10�111 I III I I I I I I I I I�I 11I11I11IIIII111III1111IIIIIIIIIIIIIIII IIIIII�IIIIIIIIIIIII1�1111111�1A11�1IAA\AAA\\\\V111�1111�111111111j11 II�\ v v v V 1 1 II oV A A A6>V A \ I I I I I A v v v v -tom v —v v I III I I I I I I I I IIII IIIIIII 1 I 11 1 1 I I I I IIIII O o \ 10 IIIII I 1 1 I I I I l I A V A \ v v v �l ♦ v v � v v v v A N I ao 11 I IIIIIII 1 1 III V III I cs`V A lool I I I IIII 1 1 I I- v ' �/ ' I ) - II II IIII IIII 111111111 111111111\\\\\\�111CflI hIIIImII1111111111 I I \ ` 68g - v �` v v v � � ` ` � ` v v 2-IN DIA. SDR11 HDPE LOW � I � // -. v /r�� I � ,/,� / / 1,_-- v !/ ' .' // I I I I I I I I I I i 1111 111 I I I Ijl I Ij `IIII I1111II11111111111111111 I IIIIII\\\\\\\\ \ \ \ �I I I IIII I I I�I ! 1I�I ICI I l0>1 1 I ' I % I \ ` `\ \ \ 5 \ \\ PRESSURE SEWER MAIN PIPE I 8j5-_ 11,1111111 I I I 11111I'1111111I1111 IIII I I1111 IIIIIII\ \ \\\I IIII11111\\ � ll1�llll I I � 11 / I I \ \ `\ ` \ d � � / 6 _ ^ 1 I I I I III 1 III II 11 111 \ \\\\ \ 111 I \ I \\\ 1 1 1 11 1 1 I I 1 1 I I I I I I 1 I 1 1 \ 1 I\\\ \\ 1 t 1 rn I I l I \ \\ \ STA. 9+48.37 TO STA. 13+33.65 / \ \ \ \\1 111111111111111\111 1 IIIIII\ II111 I I 1111\ \\\\ \ I \ \\\\\ I 16) / \ �\ �' \\ o �PS-- 1\11\11\1 11 11 IIII I111 � I11 I IIIII \ \ \ I IIII IIIIIIIII 11 \\\ \ \ cn \ \ � � \ � \ � \ \ ♦ \ \ \�6a1 I it Il Ill 1 1 1 1 11 1 1 1 11 1 1 1 1 ;IIII 1 11 \ \ \\\\ \ \ \ \ \ 1\ cn 1 III,/// s� \ \\ \ \ \ I \ I 1 INSTALL FLUSHING CONNECTION \1\1\\\11\\\\\\\\\\\11►III111111 --- Ijlllllllll\\\\\,\\\\Illlllljlllllllll�lllllll\\1\IIII11111111111\ \\\'\ ' iilf o \ \ \ \ \ ----- \\11\111\\\1 \\\ IIIIIIIIIC I IIIIIII \\11\\ III 1 111111111 11111j1111\ 1 111 IIIIII\ \ I I ( \ \\ \ \ \\ ,r\,8 �+MANHOLE AT TERMINATION OF i �� ' \ \ IIIII\ -- ' • \ \\\\\I11\\\\\11\1\\\IIIII I IIII I1111111\\ \ \11\11111111 I 1 1111111111 1 I 111 1\IIIIII \\ \ I II \ I \ \ \ � _ \ \ � �LOWPRESSURESEWERPIPELINE�,\5 1A V 11 I IIII I I I I 1 1 1 I 1 1 1 1 -- 1VAA1AVA1AV III IIIIIIIII I II II Ill I11 \ \V \\VAAVIIIIII III IIII 1 VAVAVA\\VAA 1 I I I I I I I I 444 � \ A10,7v32s�A.ft. � //111111\111\1\\11\\111111j�IIIIIIIj111 �'�Il��ll��/I�III��1 \111\\\\\\\\IIII III IIIIIII'lllll'1j11\\\\\\\\\\ \\\IIII I I' \ \\ \ \ /` � ` -�� \ 6&� \ \ \ \ \ \\ \ \ \ �� ��' � � I - \\ \ \ II -'----\ ��`\ �\- /// I1I1\\\\\\\► IIIIII \Q.24�acres \ / t \ i Ili/ _ ------ ----- -- \\\\ VAA\VAVAAA\IIIIIIl1111; I ';I I I I I I I I I I I I I I III I I I I I I IIIII111111111111111111111111 III V1AA VAVAAA\\V1\ V A \ A \ \ �,h v � �� �� vv � � -�� 1 II v __----__ ��^__, -- \ V I I I �I I IIII I I I I I I IIII IIIIIIIII I I I I I I I I I \\\ V A A V 1 1 , v �� vv �� � � � v -__ ^^ ����� ♦ v v v v _ � ,' - v A A� v I 1 A\\ V 1 V v __ __- v �� � �� \vvv v Av A vA ` �\ �/�-� � II 1 \ \ I I I I I II I III I I I I I I I I III I I I I I1111111111111111111111111111 II1111111 ►I1111\\\\1\\IIII \ \ \ �� --_-- _ LOT 77 '--_ �^ � \ \ � � \ \ \ \ - �---- - ,8 ---' ---------- \\\\ \ I I I I I I1111 111 1jj11 I I I I I IIIIIII II I IIIIIIIIIIIIIIII11111111111111 IIII\\ \\III,I\I\ \\ \ L- \ \ � - \ LOT 78 - - \\,\\\\ I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I [fill, I IIII 11 IIj111 I IIIII 11 I I \I 11 1 1\ J q l \ I I I I I I I \\ 11 1 I I I I I I I I I I I I l I I I I I I I I I I I I IIIII 1 1 1111111111 11 11 I I I 11 I II I I II 11 I i ll ll 11 11 1 I 1 I\I 11 it \ \\ \ \\ $,2`3 S. ft. _ _ _-___� --' v� �� v v vv�� \ _ - �v \\\� \ I \ \ \V A A I I I I I I I l l l I I I I l l l l l l I I l l l l 1 1 1 1 1 1 1 1 1 1111111 I I I I I I I I11 \ \ \ 0.1kacre&__ \ \\ \ - --- \\ \ \ -- - 25---------------- 1 1 1 I I I I 1 I I \ \ I --- / I I I I I 1 1 I I I I IIIIIIIII IIII 1 1 1 1 I I I I I I I ► 11�11 h A v v ----- V v A\ �O� / 1 1/ I I I l l I l l/ I IIIII I I I I I I I IIIIII III I I I I III II 1 1 II I II I I I I I I I I 11 1 ► 111 n \ \ C- -- - \ 1\\\ f --- 1 1 / III I I IIII I I 1 I IIIIIII III I I I I II V A v (- � _ — -� � �---- -- v � v � v� �v � vvvv v vvvv - - _ _- _ _ .y \��A 1 1 1 V A vv�\ �- --- / / I I 1 1 1 1 I I I I I I I I I I IIIIIIII IIIIIIII 1 I 1 \ -^--------- LOT -- '--_ - ' 79 �----------� - ____ \ \�^ � \ \ \ \ \ \ \ i' v - / I/ I I ;�l vAl 1 1 1 //// l l l l l I j I I III IIIII III I I j l l l l j l l l l 11 1 II 1 1 1 j l j l IIIIII 1 1 11 1 1 I111.1 1 12,243sq. ft. ---------------- --- / I IIIII \ S,- - _ _ vv % / l j j l '1\ ll 1 1 1 1 1 1 l l / / l l l/ I I I I I I I IIIIIIIIIII IIIIIIIIIIII 1 1 1 1 1 1 11 I I I I 1 1 I111/ I \ `Q281 dQreS \\ _ --- -- - -- -- -- - ----- //\� �----------- --_ \���\\� \ \\ \\� \\\ \\`\\� � \\\\\ \ _-- i \ \ \\I11 \\ \\\ ll- � --- \' 1 /---------- \\ \ \ � \` ______---- --� - co � � � _ ISTA.9+48.37INSTALL 2-INX3-IN BUTT \ R o S_ (FUSION WELD SDR 11 HDPE REDUCER =9 - -LOT 79--__--- - �/ \ --- r END 2-IN SDR-11 HDPE PIPE � \----------------- __ ' _q•-----'� .-----------------� - --------- ----- --_ �-__ \ BEGIN 3-IN SDR-11 HDPE PIPE _ _--B.?93 acres _ ''------- `\ \ \� \ \ ` ` \\\\` \ \\ ' - - \\\��\\ \�\ �; I \\\' \ -6830 \\ \\ '�--------- / \ ♦ \ -- - 6 _ \ \\\\I\ ' 8.35__-_ _ VAVAA\ _Z_'--6855 - �\ \ \ \ \ \ \ \ \ \ \ \ \ \\ ♦ \ ----- -� \\\\\\�1 �/ \ \\ � \ \ \ \ / ///\\�---� t@�80-- llllli/4/l� IIIIIIII////////////////////////////////r// ////l/////,r \ ll/l//l ll ` \ \ \ `�^--- li// \ \ 6 a 0.197acres - / �- - //////Ill ---`_ _ ____---------84- /\ --- - - --\ 8xILOT181 \\ LOT70 86�\ -8 &-- n ���\ 9i440sq.ft.l - ---- \ \ \ \ \ -- �/ ---- ---- \ �12 05� ft. \ < \ I Or217cre� \\ \ - - \ \ \ \\ ; .�- 1/ \ __\ -\\\\\ \ \ \\-6835-- \ \ \ \ �q• � � � - 1I I I l 1 \\ \\ \ � \ -i - ----\\ \ '� \ 0277adq's LOT 82 lillllljl//i///////%/////// 10, 59s y� 0.23$acres --- / \ \ \ �\ /� � � �� --\� gg - ��� 1 I$ -/ / / / r ` \\ \\ ` LOT 83 ' 1 A �' ,0.244 acr@� f � vvvV v / `� Avv LOT -6840 69, \ / \ \ �/ --68 11,295 s ft. ^------- S0� 0.259 cres A 6 �� O � ��-------- ��� � � l 8/ / /- \ ` --- -- /' / / LOT $4-------- - `-\\\\\\\\\ \� }\ A A A \ v v v v v v v v v �� �' \ V A V A V A � v v v �� � I 6 - vv 1� 1 1 I + 0 8"41/ � �'Y0,632 s ft. '/ .244 acres _ /� / 0 6+ 0 6 \ \ \ 0 � llll�lllll�� l l / Il I I III V j1111/////�''/ A�A \ \ \ V v v v V v v \ ♦ �� v A A� V A lip I I l I I I 11 I/ v 1 1 1 l I I A A III 1 1 / / v v I INSTALL DUAL CL =ANOUT V 60 A AA VAAv A� vA 1 1 1 1 v v --- 1 MANHOLE PER DETAILS 1 1 1 11 1 1 1 1 1 l 1 ( I I I I I I I I I \ 1111j11111 \ IIII III IIII \ \ I 1 I I I \ IIII �1llr//////\ v V \ \ V A, Av v __ I I I A V I \ A �----- I I I I. ---------- - - - � ----- � � � -_— _- / v �, vLOT�7 ��v�3�sq��ft� \------------------ � - \ (�295a\Fre \ \ \ \ \ \ \� \ \\ \ \\ \ _- h --------- - \ \ LOT 85 --^ \ \ \ \ \ \ \ \ `\ - _ 10,164 sq. .-----685g, \ \ \\ \\ \ 1 I \ \ \ \ \ \ \ \ \ U Ax \\\ \\\\ \ /\ --------------------- \ � \ \ \ J \ �/ -'��/ 0.233acres \ \ /\ \i1 I I I I 11\ I\ 1\ I1 I II II 11 III II IIIII \\ \ \\ 6000 - \ `\ \ \ \ \ \ \\ \ �( \ \ \ \ \ \- - - ------ -8735_5sq. ft.-^----------------------------- _-- ����\ \ \ \\ `\ \ \\\\\� \ \\\ `\ \ \\ \\ \ / __ \ \ \ \ I I I I I I I l l I I I I I I \ ____-------------------- ---- ^^ ^^�. � `\ \ \ \ \ ��`�_ �68 __ __ I III / \ \ \ 2.005aCreS�---=--------------------- - \ \ \ \ \ \ \ \ \ \ ^-_- \ I I I \ \ \ \ \ \ \ \ \ 55 _ I I I I l l l l I I I I I I I I I I I � V A \ \ �v v v v v v A v v� v� � � � III I 1 I I I 1 I I I \ \ \ \ \ \ -- \ \ \ \ IIII II j I I I 1 I j j I I \I\I\ I II j \ \\ \\ \\ \\ \6'O \\ \\ \\ \ \��- _ -------------- -- \ \ \_ \ \ \ �Q360�3�res \ 6 i0- IIII 1 1 1 I I 1 \ \ \ \ \ \ \ \ \ \ \ \ 00 __ - IIIII \ 1 I I I I I \ \\\\ \\ \\ \ 0\ \\\ \\ \\ \\\\ _ i'��_. _--- \ \ - - LOT 65 - 1 � �� �` � \� \� •� \��\ � �� �\\�\ \� \� \ \� \\ �\ \�� ��� \\\ �� � � ^, \\^\,` \�,�_- � ^, \ \`� - - _- - � \ 86 _------- 0.356 ,LOT$63 INDIA SDR11 HDPE LOW PRESSURE SEWER MAIN PIPE 10825sq. _. STA0 OOTOSTA 9 4837\ - - \ \ \ \ --/'- -----_ \ \ \ \ \ \ III \ \ \ \ \ \ \ \ \ \ \ \ \ \\X \ \ \ 0.249acreS I ----- v v v \VAv� �---_ -- - 1\\\\ice_ _,--1- ------'- 777������ LOT 64------- ---- it -- - 6\,\\\\\\ 8j _- - - - _ \\ - �S �- �6Q.232 acres 69 \\ - - \ \ 093 -- - _ ----- LOT 63 \ \- - - - - - - - _ - \ - ICY------------------ _ -- - ----- / - - \ \ - ------ 1'tOT \ \\ -_ i ---___- i i i \ � 0 37 \ 24acres \\ \\� \\\\CID \ I\ \00\ \ \\ `\ \ ` `\---_\�___----=---------------- - - - - - - - � -��\ `-_-�\�� \ --_-- �\ �\___-_-_ �\-\��� \�\�\`\������\`\ \ ` \-- \ _ _ --------- - - ------ - - \ - - - -- --- - - _ - �\ �� \ \ \ \\ \ \ \\\ ���� \ -6g uu- - _ --- _ --- -------- _ 6920- \ \ r----------- �� \ \ \ 1 1 l \ �\\�\ \ \ \\ �' C \ l� \ I l \ -- - - .07 --c== _ _-__ _ \ \ \ - 1 A \ \ �� \ \ \ - \ \ \� \ \ \\ --__ I Uors If \ \ \\ \ -VAW - 1 AK \ \\ \ cJ ----- 400 _ _ ♦ \ \\ \ \ \ \ - \ \ /' T �� \ \� / aFaaiu � / _ram ��� \ \ I \ I / � ��� \ � -�� -_ ^ ^ - �. _ ,, ,, J, � ��` -- - ----_ � �� �_ - � \ \ \ ♦ \ \ \ \��� c--- OPOSED SMH C3.5 � / - It \ I _ LEV• 688848 I ` I - / / -- ' 9�0�/' _ ---- ` ---- \� ---------------- \ / / \ \` \\ - s?S\ \ \ \ \ \\ \\ \ \ ♦ \ \ \\ \\ \ \ \ CALCLILATaI�VV\i�NLI-�' / \ _ \ ` - \ �_-- ^ \_ -' /�' ^ - --_-- - _ / \\ � \\ \ ♦ \\ \ \ \ \ \ \ \iNVE IN (\LOW-PREaSSU��EM@�I1�$?�7$4I� � _ - - \ I \\ -_ \ \ - -- - - ------__ •� - '/', '---------------- - -_-_ ---_ \ // \ \\\ --__ -_- \ ; \ \\ \ \\ \\ \ \ \ LCU�ATED.�NVEF�`l;\b1JT�Sl\�llP�MATEE�41 \ ___- \\ -- ` \ MIGSMH- S ----- -- \\\\ \\\\\\\ \ F`IE4bY j \\\ \ ---- \ __-- - \ \ \ _ \ \ \ \ E`WFY L�?CA7JON ,DPI PIPE Iv7A t, \^ - \ \ \ --- ----- _ _ _ _ \ _ _ \ \ \ \ \ \ \ \ 1 L � _ f I ELEV /--_` 00 \ ` \ \ \ \ \ \ \ \ \ \ \ \ N PJP bJA ETER\OF XISTI PI\PEL IN5\PRLOFZ, \ -\ _\k \ --- � � \ _ _ 9 __ __ - \ \ \ _ \ ♦ \ \ \ \ \ \ � Q � � � �' \ � \ _ AS LIMED INVER Ifs ------------------------------7-^ \\\ -- �- ------ / --- /,- _- -��\ \ \ \\\\\�\\ \ 11 \ \ \ \\ CONS U� 10 ` \ \\ l AB ---- _ \ _ \ \ T\ I � LIMED INV biJ �-�- Z 1\1• \ \ / \ ART - \ \\ - _ - \\ \ \ \ \\\ \ \\\ \\\\\\\\ \ ` \ -\ \ \ \ \ \ `I\\\ ------------------ \♦ - ' - �� �N M �\ / - - - ---------- C ------------------------------ � /// // -- �� \� I11 / \ \ \ \\� ��\ �\ \ \ \ \\ \\ \� \ \ ` \\ \ \` \ �\\\\\��� �\ \\�\...\ MSEL€'�; �889:�2\\ \ \\ \ / \ \ \\11\ \ I \ SJ�\ \\ \\ I \ \\ -------------- _ _ ---\\� \I i \\\ _ - - -_ � AA � v A A A A Vv V A v v A � � �� v� R� \ � A .� � � ----------�� / A A - - �n % -- _ \ \ --- � \\ \ -------------\ - - ------ 19 I Lu Lu Lu (.r) r O � V • rl 2C will ad W • VN �a IZ 0 U Co >. 0 ..I W 0 " rn� ? v (l w W� win N 1.mG Za Z 03: 44 Zz am w V� a00 N m inO� �W as �Z C7a 3 d� 3M �j Oa Z ?� °� W 0 o ; I- N MMJ a W' d Q 'Q0 Na t'1 U 0)° �o0 Z z Li W LJ z 11� Q Cn D LL 06 N O O CV CV O N N 00 M o CC m Lu U Lu O O H O � N Lu J Lu U Lu 2 V) V) m � 6890 68801 6870 6860 6850 6840 6830 DATUM ELEV 6815.00 ac oc ac CC - PROPOSED SMH-C3.5 RIM ELEV: 6888.48 CALCULATED INVERT IN (SMH-C4): 6878.40 INVERT IN (LOW-PRESSURE SEWER MAIN): 6878.40 CALCULATED INVERT OUT (SMH-C3): 6878.14 FIELD VERIFY LOCATION, DEPTH, PIPE MATERIAL AND PIPE DIAMETER OF EXISTING PIPELINE PRIOR TO CONSTUCTION. AREA OF EXISTING PAVEMENT FOR PRIVATE DRIVEWAY. 1-1/4-IN DIA. LOW-PRESSURE SEWER SERVICE CONNECTION TO LOT 83 1-1/4-IN DIA. LOW-PRESSURE SEWER SERVICE CONNECTION TO LOT 65 STA. 5+56.81 STORM-01 CROSSING: CROSSING OF 1-IN DIA. WATER SERVICE PIPELINE TO LOT 68 WATER B.O.P. ELEV = 6854.36 SEWER T.O.P. ELEV = 6852.86 •• • •: / • • I kq a Eel• :1 r�����■■�����������ii�rr■�■Quc� ■ ����������■■�i�l'li�F!3i11i!l����i����■■�i■����■ i■■_ ��� ������►��: :"mr-Naa %imk���M ����i�i�irrl�������i■■■ar. ��i���■wi � �■��■■i ��il_ � ila■■ �>♦�--_- �����_��'�ii�:�iii�i��i�%�__-_�-����1i■ill���--�■����■■� .�i■�i■���iiT�-���I���■��■��fi'�-■ ��■�.391II.�A�'L9i�li'LI • • iIL'l�W1Jll��■d11! ►�t■'�:r�`����-�=�-t'-���. -�■--_■����■■��---�� ��■�1■'f■-�_� -,������--�i„'17 GJ.`17 ��---■�-- ���--����■Yrrrrr.rrrrrrrrr.Q.r.-�i�����--����� -�'�Liy�fl`�l•Jl7LIa•::1 ' ---��wGt.T.---■����■■■■■GIIGaI►■1I�----�--■��ti l/.II■.11���■il■let■tal■■111-h13-Y�■�1ii'r1Y'ifi1■i"f11�■(YL7\__-■ �NRW �.me �rnn mmm.- �■�������r�m r m•�"�■ ww: • _�_- _ �■�Wrwlrjffnr iriin1 ■m ����■■� �! !�,�� ■i�r �r�r r�.�■�R: � ��■ ��renR�M;■rs�.,n�������ir�az■lu1.�1r:��'•�iiir�siz��er�w.r�a■■■r■�����■��s ���wwy�■�:�a���■ 11 1 1 1 :1 1 •1 11 1 :1 1 •1 11 1 :1 1 •1 . 11 . 1 . :1 1 •1 11 1 ���vr� MAIN PIPE (TYPICAL) STA. 0 + 00 TO 8 + 60 SEWER T.O.P. ELEV = 6844.65 HORIZONTAL AND VERTICAL SCALE: P=40' 2-IN DIA. SDR 11 HDPE 1-1/4-IN DIA. 1-1/4-IN DIA. LOW-PRESSURE SEWER LOW-PRESSURE SEWER LOW-PRESSURE SEWER SERVICE PIPE SERVICE CONNECTION SERVICE CONNECTION CROSSING OF 1-IN DIA. WATER STA. 9+48.37 TO STA. 13+28.65 1-1/4-IN DIA. TO LOT 69 TO LOT 71 SERVICE PIPELINE TO LOT 74 CROSSING OF 1-IN DIA. WATER LOW-PRESSURE SEWER FLUSHING CONNECTION STA. 8+81.63 CROSSING OF 1-IN STA. 10+18.12 DIA. WATER WATER B.O.P. ELEV = 6833.85 SEWER T.O.P. ELEV = 6832.35 SERVICE PIPELINE TO LOT 75 WATER B.O.P. ELEV = 6825.79 SERVICE CONNECTION TO LOT 76 MANHOLE AT TERMINATION OF LOW-PRESSURE SEWER PIPELINE pip • - .: . . ■�■�■s'i - : '��■■:mrrrr��r. •lilt■�■■�����������■ ■���■© ���11.IRTd' :iT•i�3id/ i��■■��■�I/�i1r.711 WWIRT��I����■ ■���■■�)iT:is7:�•��131����I������■■���`iflii�i7��1��TT�:i�J[.T�■■ ■�1�■■�31,R�'�.T1313/�:�IIT�■1�1�:11JG • • ► ► I • • ► �1�■■���■RII�1R.11�*11.IA�l�RT�I��T�1R11'3����1�T•�■■I ����.'��"�'������lS�l1������■■���r��llhl�+�i41!I��i!!!l11��■!S'Jl���� ■■I ■lIIAI11:11�1�111!�!�11��t]•�����1��������■��■��iill�i�l����■���■■� ■■Iri11�i111�1M�!��1���■■■I�II�RI:�1\R11,1�1�IIT3���!�i��ih�:������■��I■�� :1 1 ■' ■ •1 1 11 1 1 1 :1 '• • ■ •- 1 -• ► • • 1 •1 11 1 :1 ■ • ■ • 1 STA. 9+48.37 - - - - - - - - - - WATER B.O.P. ELEV = 6840.79 INVERT ELEV = 6838.67 SEWER T.O.P. ELEV = 6839.00 STA. 11+08.76 STA. 12+74.29 LOW-PRESSURE SANITARY SEWER MAIN PROFILE STA. 8 + 60 TO 13 + 33.65 HORIZONTAL AND VERTICAL SCALE: V=40' E-ONE GRINDER PUMP STATION MODEL DH071 OR DR071 UNLESS OTHERWISE SPECIFIED. FINAL GROUND SURFACE E-ONE LATERAL ASSEMBLY SEE NOTE REGARDING LOW PRESSURE SEWER SERVICE MINIMUM DEPTH CONNECTION PER DETAILS BASED ON LOW-PRESSURE SEWER OF BURY LPSS MAIN DIAMETER MAIN SDR-11 HDPE BUTT FUSION WELDED BALL VALVE AS PIPELINE. DIAMETER AS CORPORATION STOP ON SERVICE SPECIFICED ON THE ❑ CONNECTION PLANS AND PROFILES. SEE NOTE REGARDING MINIMUM DEPTH OF BURY ❑ ° I °�° I 1-1/4-IN DIA. SDR-11 1-1/4-IN DIA. SDR-I I HDPE LOW-PRESSURE HDPE LOW-PRESSURE SELECT BACKFILL PER SEWER SERVICE PIPELINE SELECT BACKFILL PER SEWER SERVICE PIPELINE J SPECIFICATIONS BETWEEN LATERAL SPECIFICATIONS BETWEEN PUMP STATION ASSEMBLY AND SEWER MAIN PIPELINE AND LATERAL ASSEMBLY NOTE REGARDING MINIMUM DEPTH OF BURY: MINIMUM DEPTH OF BURY FOR ALL COMPONENTS AND PIPELINES OF THE LOW-PRESSURE SEWER SYSTEM IS TO BE 5.5 FEET FROM FINISHED GRADE TO CROWN OF PIPE, OR BELOW FROST DEPTH, WHICHEVER IS GREATER. FURTHERMORE, UNLESS SPECIFICALLY STATED OTHERWISE ON THE PLANS AND PROFILES, AT ALL CROSSING OF DOMESTIC WATER DISTRIBUTION SYSTEM MAIN AND SERVICE PIPELINES, THE DEPTH OF THE LOW-PRESSURE SEWER MAIN AND SERVICE PIPELINES SHALL BE CONSTRUCTED AT A DEPTH TO BE LOCATED VERTICALLY BELOW ALL WATER PIPELINES, AND AT A DEPTH NECESSARY TO PROVIDE A MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER PIPELINES OF 1.5-FEET. 6890 6880 6870 6860 6850 6840 6830 ATUM ELEV 6815.00 ROBBING OF 1-IN DIA. WATER ERVICE PIPELINE TO LOT 76 WATER B.O.P. ELEV = 6824.00 SEWER T.O.P. ELEV = 6822.50 ALARM PANEL D _ 4_V4-IN DIA. SDR-35 PVC ° GRAVITY SEWER PIPE p FROM RESIDENCE TO c - GRINDER PUMP STATION. MINIMUM GRADE ° p =2.083% - D 0 000 0 0 0 0 000 0. Section of Typical Low -Pressure Sewer Service Connection Not To Scale VVA I LK ti.U.F . LLLV = bt5b3.U4 SEWER T.O.P. ELEV = 6851.54 1-1/4-IN SDR-11 HDPE LOW PRESSURE SEWER SERVICE PIPELINE TO LATERAL ASSEMBLY 1-1/4-IN SDR-11 HDPE BALL VALVE WITHOUT VALVE BOX, TO FUNCTION AS A CORPORATION STOP 2-IN X 1-1/4-IN SDR-11 HDPE REDUCER 2-IN DIA. SDR-11 HDPE 450 SWEEP HORIZONTAL ELBOW � 3-IN X 2-IN SDR-11 HDPE REDUCER DIRECTION OF FLOW 3-IN DIA. SDR-11 HDPE LOW � 3-IN DIA. SDR-11 HDPE PRESSURE SEWER MAIN PIPE 450 WYE Plan View of Low -Pressure Sewer Service Connection on 3-inch Main Scale: 1" 2' 1-1/4-IN SDR-11 HDPE LOW PRESSURE SEWER SERVICE PIPELINE TO LATERAL ASSEMBLY 1-1/4-IN SDR-11 HDPE BALL VALVE WITHOUT VALVE BOX, TO FUNCTION AS A CORPORATION STOP 2-IN X 1-1/4-IN SDR-11 HDPE REDUCER 2-IN DIA. SDR-11 HDPE 450 SWEEP HORIZONTAL ELBOW DIRECTION OF FLOW 2-IN DIA. SDR-11 HDPE LOW � 2-IN DIA. SDR-11 HDPE PRESSURE SEWER MAIN PIPE 450 WYE Plan View of Low -Pressure Sewer Service Connection on 2-inch Main Scale: 1" = 2' FIELD JOINT REQUIRED FOR MODELS DH071-129 / DR071-129 DH071-160 / DR071-160 ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) QUICK DISCONNECT ASSY. (304 S.S.) S.S. CAST BALL VALVE - DISCHARGE / 1-1/4" FPT 1-1/4" DISCHARGE LINE / (304 S.S.) 41.6 in 1057 mm CHECK VALVE (N❑RYL) TO DISCHARGE zx ANTI -SIPHON VALVE (N❑RYL) / L H O 71 WIRED O P T I D N S:❑ LE(HARD VEL CONTROLS) ❑ L R 0 71 LEVELIRELESS CONTROLS) GASKETED LID, HDPE STRAIN RELIEF CORD CONNECTOR DROTECTIVE CABLE SHROUD (HDPE) POWER/ALARM CABLE 12-6 W/GND. E/ONE EQUALIZER J uviERNAL WELL VENT 2.0" DIA. INLET, GROMMET TO ACCEPT 4.50" O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED /FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 36.0 in ALARM 914 mm TO INLET ON 26 in 650 mm 47 gal OFF 18 in 179 L 447 mm 32 gal. 121 L HDPE TANK DUAL WALL, CORRUGATED 29.5 DIA in 70 GALLON CAPACITY 749 mm SEMI -POSITIVE DISPLACEMENT TYPE PUMP. EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATI❑N INSTRUCTI❑N FOR DETAILS NOTE: DIMENSI❑NS ARE FOR REF ONLY 14 in 345 mm 24 gal. 91 L Detail of E-One Sewer Grinder Pump DH071 /DR071 Not To Scale LID ASSEMBLY WITH PENTAGON HEAD PLUG TO MAIN VALVE CURB STOP WITH FEMALE PIPE THREADS AND VALVE POSITION STOPS (OPEN/CLOSED) WITH INTEGRAL CHECK VALVE MATERIAL: STAINLESS STEEL COMPRESSION ADAPTER FITTING MATERIAL: POLYPROPYLENE (ASSEMBLED BY OTHERS) NOTES: 1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED SEPARATELY, TO BE ASSEMBLED BY OTHERS 2. TO ASSEMBLE, APPLY A DOUBLE LAYER OF TEFLON TAPE, AND A LAYER OF PIPE DOPE (SUPPLIED BY OTHERS) TO THE THREADS ON THE PLASTIC FITTINGS AND INSTALL PER THE MANUFACTURER'S INSTRUCTIONS *FOR SS FITTING INTO SS THREAD, USE PIPE DOPE OR TEFLON TAPE, NOT BOTH 3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) 4. ASSEMBLY IS TO BE USED WITH SDR11 HDPE PIPE 5. TO ORDER SS LATERAL KIT, USE PART NUMBER NCO193GO1 6. CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE STAINLESS STEEL LATERAL KIT 1-1/4 SDR 11 HDFE POPE JITH ARCH PATTERN BASE ABS PART NUMBER -30" PBO93OGO1 1-42" PBO93OGO2 -54" PB093OGO3 -66" PB093OGO4 -78" PBO93OGO5 -102" PB093OGO6 �'1:1:��l�Pul 3�:iytiPl:1 Zi19� )N ADAPTER FITTING POLYPROPYLENE LED BY OTHERS) COMPRESSION ADAPTER FITTING MATERIAL: POLYPROPYLENE (ASSEMBLED BY OTHERS) =E TO PUMP 1-1/4" SDR 11 POLYETHYLENE PIPE (SUPPLIED BY OTHERS) KIT PARTS ARE NOT ASSEMBLED Detail of E-One Lateral Assembl Not To Scale CN N • V� �° Z° U; 0=0 W (3 U Z N ^� 0 (n n 0: WN WN W Iz Z 0 m 0 Z (D Z Qam J ZZ U0 a„ UI m a 0� tAW as �Z ° d �L �M Z °0 W F_ 0 Z Q I^ NLIJ Jso, a Z N a 60 4o 0U 0)0 Zoo m7z W � � 2:LLJ > - .<.; �JwC'6 {fj m z m � o C� U M O CD C' C4 N a m LU a O CV O CV Lf1 O M M 0 U w O d O M LA II C) N LA LLi I J LU U 2 <n <n 3: -0' N A N G M N N O O N NC' V� N Z O W 5 0 = O z O � § U zw n 0-CO Q =m U w m 2 z O > iU Q 0 w0 ce�z PRECAST CONCRETE MANHOLE, 48-IN. I.D., 7-FT. DEPTH (MIN.), CAST ALUMINUM STEPS, NEENAH 24-IN. MANHOLE FRAME AND COVER WITH FROST RESISTANT INNER LID, R-1758-D OR APPROVED EQUAL WITH WORD "SEWER" ON COVER. 2-IN DIA. BRASS BALL VALVE (EACH SIDE) 2-IN DIA. TRANSITION FITTING [SDR-11 HDPE TO MALE NPT THREADED METAL] (EACH SIDE) 2-IN X 1-IN SDR-11 HDPE REDUCING TEE (EACH SIDE) 0.50' MIN. DEPTH TO TOP OF GRAVEL SUPPORT MANHOLE RING ON CONCRETE PARKING STOPS OR APPROVED EQUAL 2-IN DIA. SDR-11 HDPE 45' SWEEP HORIZONTAL ELBOW (EACH SIDE) 8-IN MIN. DEPTH OF GRAVEL BELOW PARKING STOPS ASPHALT BASE COARSE SUB -BASE 1-: e C a w 7.00 FT MANHOLE DEPTH (MIN) 2-IN DIA. THREADED AND REMOVABLE WATER TIGHT CAP (EACH SIDE) HOSE BIB ATTACHED TO 1-IN DIA. o TRANSITION FITTING [SDR-11 HDPE TO MALE NPT THREADED METAL] FUSED TO REDUCING TEE (EACH SIDE) 12-IN MIN. OVERALL DEPTH OF GRAVEL (CRUSHED STONE NO. 57) SPRAY FOAM FILL BETWEEN BOTTOM OF CONCRETE PARKING STOP AND 2-IN HDPE PIPE I i NOTE: ALL HDPE PIPE AND FITTINGS ARE TO BE 2-IN DIA. SDR-11 HDPE 90' SDR-11 UNLESS OTHERWISE SPECIFIED, SWEEP VERTICAL ELBOW AND ALL HDPE CONNECTIONS BETWEEN (EACH SIDE) FITTINGS AND PIPES ARE TO BE BUTT FUSION WELDED UNLESS OTHERWISE SPECIFIED. Section of Low -Pressure Sewer Main Dual Cleanout PRECAST CONCRETE MANHOLE, 48-IN. I.D., 7-FT. DEPTH (MIN.), CAST ALUMINUM STEPS, NEENAH 24-IN. MANHOLE FRAME AND COVER WITH FROST RESISTANT INNER LID, R-1758-D OR APPROVED EQUAL WITH WORD "SEWER" ON COVER. 2-IN DIA. BRASS BALL VALVE WITH 2-IN DIA. THREADED AND REMOVABLE WATERTIGHT CAP (EACH SIDE) 2-IN DIA. SDR-11 HDPE 90' SWEEP VERTICAL ELBOW (EACH SIDE) 2-IN DIA. SDR-11 HDPE 45' SWEEP HORIZONTAL ELBOW (EACH SIDE) 2-IN DIA. SDR-11 HDPE PIPE (EACH SIDE) 2-IN DIA. SDR-11 HDPE BALL VALVE WITH VALVE BOX AND COVER MARKED "SEWER" (EACH SIDE) 2-IN DIA. SDR-11 HDPE 45' SWEEP HORIZONTAL ELBOW (EACH SIDE) 2-IN X 3-IN DIA. SDR-11 HDPE REDUCER (EACH SIDE) Not To Scale SUPPORT MANHOLE RING ON CONCRETE PARKING STOPS OR APPROVED EQUAL II II II I II II � II SPRAY FOAM FILL BETWEEN BOTTOM OF I I I CONCRETE PARKING STOP AND 2-IN HDPE PIPE I I I I 1 1 2-IN X 1-IN SDR-11 HDPE REDUCING 1 0 0 1 I TEE (EACH SIDE) 1-IN DIA. TRANSITION FITTING [SDR-11 HDPE TO I MALE NPT THREADED METAL]. PROVIDE PIPE I I I I I SUPPORT BELOW FITTING TO GRAVEL SURFACE. I I I (EACH SIDE) II BRASS ADAPTER [1-IN DIA. MALE NPT TO HOSE BIB] (EACH SIDE) BRASS HOSE BIB] I I I I I I I I II II II II (EACH SIDE) II II II II I I I I I I I I L1-1J L1-1J 9.00' MAX. HORIZONTAL DISTANCE FROM CENTERLINE OF LOW PRESSURE SEWER MAIN PIPE TO OUTSIDE EDGE OF CLEANOUT MANHOLE 3-IN DIA. SDR-11 HDPE LOW PRESSURE SEWER MAIN PIPE 3-IN DIA. SDR-11 HDPE BALL VALVE / 3-IN DIA. SDR-11 HDPE WITH VALVE BOX AND COVER J 45° WYE (EACH SIDE) MARKED "SEWER" (EACH SIDE) Plan View of Low -Pressure Sewer Main Dual Cleanout Not To Scale SUPPORT MANHOLE RING ON CONCRETE PARKING STOPS OR PRECAST CONCRETE MANHOLE, APPROVED EQUAL 48-IN. I.D., 7-FT. DEPTH (MIN.), CAST rr-T-i rr-T ALUMINUM STEPS, NEENAH 24-IN. I I I I I I I MANHOLE FRAME AND COVER WITH I I I I I I I I 1-IN DIA. TRANSITION FITTING FROST RESISTANT INNER LID, I I I I [SDR-11 HDPE TO MALE NPT R-1758-D OR APPROVED EQUAL I I I I THREADED METAL]. PROVIDE WITH WORD "SEWER" ON COVER. PIPE SUPPORT BELOW FITTING. 2-IN X 1-IN SDR-11 HDPE I I II II II REDUCING TEE I II II BRASS HOSE BIB I I II I I I I I I I II I I I I I 2-IN DIA. BRASS BALL VALVE I I WITH 2-IN DIA. THREADED AND BRASS ADAPTER [1-IN DIA. MALE REMOVABLE WATER TIGHT CAP NPT TO HOSE BIB] I II I 2-IN DIA. SDR-11 HDPE 90' SWEEP I II I I I VERTICAL ELBOW I I II II I I I II II II II A-_-L J II II L1_1J 2-IN DIA. SDR-11 HDPE PIPE 2-IN DIA. SDR-11 HDPE BALL VALVE NOTE: WITH VALVE BOX AND COVER 1. ALL HDPE PIPE AND FITTINGS ARE TO BE MARKED "SEWER SDR-11 UNLESS OTHERWISE SPECIFIED. 2. ALL HDPE CONNECTIONS BETWEEN FITTINGS AND PIPES ARE TO BE BUTT FUSION WELDED UNLESS OTHERWISE SPECIFIED. 2-IN DIA. SDR-11 HDPE LOW 3. MANHOLE SECTION AND GRAVEL BASE TO BE PRESSURE SEWER MAIN PIPE CONSTRUCTED IN ACCORDANCE WITH LOW PRESSURE SEWER MAIN DUAL CLEANOUT DETAIL. Plan View of Low -Pressure Sewer Main Terminal Cleanout Not To Scale TYPICAL FOR CONSTRUCTION IN FIELD OR YARD REESTABLISH LAWN AREAS WITH SOD, REVEGETATE NON LAWN AREAS IN ACCORDANCE WITH PROJECT SPECIFICATIONS. REPLACED TOPSOIL SIDE OF EXCAVATION SIDES OF TRENCHES HIGHER THAN 5' ABOVE THE BOTTOM OF THE TRENCH TO HAVE A MAXIMUM SLOPE OF 1 :1 OR TO BE SHORED AND SHEATHED IN ACCORDANCE WITH OSHA MINIMUM DEPTH OF REGULATIONS. BURY TO BE 5.5 FEET FROM FINISHED GRADE TO CROWN OF PIPE, OR BELOW FROST DEPTH, WHICHEVER IS GREATER (ALSO SEE NOTE 0BELOW) 12" MINIMUM TYPICAL FOR CONSTRUCTION IN TRAVELED WAY REPLACE ASPHALT TO GRADE AND SPECIFICATIONS OR ORIGINAL ASPHALT OR MIN, PROJECT SPECS. WHICHEVER IS GREATER, SEE NOTE O. REPLACE BASE COURSE AND SUB -BASE TO ORIGINAL OR PROJECT SPECIFICATIONS, WHICHEVER IS GREATER. AF 2 �I _ e - e - e BASE COARSE SAW CUT EDGE OF - ASPHALT SUB -BASE REPLACE OR INSTALL GEOTEXTILE FABRIC IF SPECIFIED BY ENGINEER BACK FILL MATERIAL PER CONSTRUCTIN SPECIFICATIONS TRET H \O Wil WTH 3 SELECT PIPE BEDDING MATERIAL PER CONSTRUCTION SPECIFICATIONS. MINIMUM 12 AWG "UF" GRADE INSULATED COPPER TRACE WIRE TAPED TO CROWN OF a PIPE PER SPECIFICATIONS. a a° LOW-PRESSURE SANITARY SEWER a PIPE (SIZE, GRADE AND MATERIAL a SHOWN ON PLAN AND PROFILES) Oj ROTO-MILL ONE HALF THICKNESS OF ASPHALT OR 1-1/2" MINIMUM THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH HOT BITUMINOUS PAVEMENT IN AREAS OF UNSUITABLE BEDDING MATERIAL IN FINAL OVERLAY OF ENTIRE TRENCH AREA OR SAW CUT ASPHALT A MINIMUM ENCOUNTERED AT GRADE DEPTH, EXCAVATE DISTANCE OF 2 FT. LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED ADDITIONAL DEPTH AS DIRECTED BY ENGINEER, ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT JOINT. AND REPLACE WITH SUITABLE MATERIAL AS O FOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW ROADWAY CONSTRUCTION, DIRECTED BY ENGINEER. THE CONSTRUCTED ROADWAY SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A GEOTECHNICAL ENGINEER. OTRENCH WIDTH TO BE A MINIMUM OF 8" PLUS THE DIAMETER OF THE PIPE, AND A MAXIMUM OF 24" PLUS THE DIAMETER OF THE PIPE, O4 UNLESS SPECIFICALLY STATED OTHERWISE ON THE PLANS AND PROFILES, THE DEPTH OF THE LOW-PRESSURE SEWER MAIN AND SERVICE PIPELINES SHALL BE CONSTRUCTED AT A DEPTH TO BE LOCATED VERTICALLY BELOW ALL DOMESTIC WATER DISTRIBUTION SYSTEM MAIN AND SERVICE PIPELINES, AND AT A DEPTH NECESSARY TO PROVIDE A MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER PIPELINES OF 1.5-FEET. TvDical Low -Pressure Sanitary Sewer Line Trench Not To Scale 48" CONCRETE SHELF TO BE MINIMUM SLOPED TOWARD CHANNEL: MAXIMUM SLOPE = 2"/ FOOT MINIMUM SLOPE = 1"/ FOOT KORBAND CONCRETE SHELF PIPE CLAMP INLET PIPE GRADE DROP INSIDE a MANHOLE BETWEEN 1-1/2" RADIUS 4 PORTLAND CROWNS (SEE NOTE) OUTLET PIPE a CEMENT CONCRETE 4 NOTE: MINIMUM GRADE DROP BETWEEN �' CROWNS OR BETWEEN INVERTS SMOOTH GRADE IS 0.10 FT. MAXIMUM GRADE BETWEEN INLET '. ' d DROP BETWEEN CROWNS OR AND OUTLET + PIPE: pIA.. '': " • '.: BETWEEN INVERTS IS ONE-HALF TIMES THE INSIDE DIAMETER OF MANHOLE. KOR-N-SEALI REINFORCED FLEXIBLE PRECAST OR CONNECTOR OR a a CAST -IN -PLACE APPROVED a a. a .d MANHOLE BASE EQUAL a a e 4 Section Manhole Channel of Typical Sanitary Sewer Not To Scale TYPICAL FOR CONSTRUCTION IN FIELD OR YARD NEENAH MANHOLE FRAME AND COVER R-1780 OR APPROVED EQUAL WITH WORDS "SANITARY SEWER" ON COVER SAND CONCRETE GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI PRECAST REINFORCED CONCRETE CONE INVERT OUT SHOWN ON PROFILE INVERT IN SHOWN ON PROFILE 8" a TYPICAL FOR CONSTRUCTION IN TRAVELED WAY REPLACE ASPHALT TO GRADE AND SPECIFICATIONS OF ORIGINAL ASPHALT REPLACE BASE COARSE AND SUB -BASE TO ORIGINAL SPECIFICATIONS SAW CUT EDGE OF ASPHALT e e BASE COARSE SUB -BASE a e EDGE OF EXCAVATION ADJUST TO GRADE WITH REINFORCED a CONCRETE LEVELING RINGS 2" MINIMUM AND 12"MAXIMUM J 12" MIN. 16"" MAX. J ALUMINUM OR CAST IRON MANHOLE STEPS OR APPROVED EQUAL. MINIMUM SPACING = 12" O.C. MAXIMUM SPACING = 16" O.C. PRECAST RCED CONCRETE MANHOLE BARREL 5" MANHOLE JOINTS TO BE SEALED WITH "KENT SEAL" MANUFACTURED BY K.T. a SNYDER COMPANY OR APPROVED EQUAL. RUBBER O-RING GASKETS 48" MAY BE USED IF APPROVED BY THE ENGINEER. a SLOPE CONCRETE A MINIMUM OF 1" PER FOOT OR A MAXIMUM OF 2" PER FOOT TOWARD CHANNEL PORTLAND CEMENT CONCRETE INVERT (SEE TYPICAL MANHOLE CHANNEL DETAIL) PRECAST REINFORCED CONCRETE MANHOLE BASE OR REINFORCED CONCRETE MANHOLE BASE CAST -IN -PLACE p 6" BEDDING MATERIAL: 1-1/2" MINUS GRAVEL COMPACTED TO 8" MINIMUM 95% MODIFIED PROCTOR DENSITY c 6" Typical Sanitary Sewer Manhole Not To Scale Plan Views, Typical Sanitary Sewer Manhole Channels Not To Scale M N jN U)SW IJ ID z0 Ua � )- 6U ^� z l9 (n WN WN G I" Z z � Z o am j W W U M W � 0� � W �x V� z yy 'Qz 7a W� ON W Q I^ N N 1 YI � o �Z �z dhZ r'l U 0) r �o 0 m W 7 z � Li LLJ L1J z 11� � Dz [fj LL C,6 a W 0 W W �II0 M d H ao z aLA Lu J LU U = 01 Ca 3 O N O = M =� COS! 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\ \ \ \ / \ \ \ I i I IIIIIII I \ I I IIII I I IIII I I I (IIII \ 1 / \ � \ \ \ m I lol Iwl Icpol I I I I I I \ IIIIIIIIIIIIIIII (I I I I I I II I l j II II I II II II IIIIIII 1l A\AI Illll ll ll I Ill\I j l l j 11 1\I\ \ \\\\ \\LOT7\3 \\ \\ \\ \\ \\ `\ �\\ \\ \\ `\ `\ \\ `\ \ 0246 Gres\\\ \ \\ \ ` \\ \\ \ \ \ rn I \ II III I I I I I \ \ a \`I \ CQT� \�� I \�/ // / / � I -__--___-\ \\ \\ IIIIIIII IIII j�l11II Iol I lol I I ICI I \ Jill IIII Ill l 111 l 111 l l l l l l l l l l l l l l l l l l 11111 \\ 11111111111 I I \\ / l \ \ \ 3U6�\S \ft. \ \ \ \\ \ \ `\ \ \ \ \\\ ` \ \ \ \ \ ` Y `\ 10,229Sq>ft. \ \ \\ \ \\ \ \\ \ \\ \ / // /I / \ N I IIIIIIIIIIIII I I 1 \ 1 \ \ IIII 1 1 1 1 I I I I II I I I \ \ \\/ 1 \ q \ \ \\ \\ 2 \ \ \ -\ Ih\6810� 1 I I I I I hI I Ico \I IIIIIIIIIIIII II IIIIIIIII I \� 03�0 aFres� \ \ \ \ t4N DIA. eURRbR IDI 7LAS$ 00 I HDPE\ \ \ \ l l l l l l l l i lol \ �I I I I 1 1 1 1 1 1 1 1 11 1 1 II (IIIIIIIIIIIIIIII IIIIII ll ll l l j j l l 11 \ \ \ \ \ \ GS \ `\ \\ \ \\ WATER SERVICE PI EL1NE WITH \CORD STOP AT MAIN \\ \I \ 0:35 j (IIIIIIIIIIIII (I I I I I II I II hI II I Ipllll I IhI I I II I I I I I I I I II j l II II IIIII III 1 \\\\\\\1\\AI I I I I 1 1 1 111 1 1 1 1 1 1 II I I III \ \ \\ \\ \\ vo \\ \ \ `\ \ AND CU�RBSTO �AT R II TION (TYPICAL) IIIIIIIIIIIIIIIIIIII I I h I mIII o�lII11111 1111111111111 I I \ \ \ \ I'VII,I 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 11 1 1 1 111 1 1 1 1111111111.15 H,0RI2ONTAL\BEND —_\ `\ \ \ \\ // // \\`\ I I I I ` ` ` ` \ \ \ \ \ \ 1 \ 4 HORION�iAL BE v ,� v v�`v v v v v v v V rn A i t I i �- // �� ( ��_ I IIIIIIIIIII III III I I I I I I I I I IIII I I I 11�111 cA\ 1 V IIIIIIIIIIIIIIIII I I I I 1 A A \ \ � A A V v v v ♦ v v v -t v � �v v v � A oo I ��/ A i I A� // -v v A ---- ��� I I I IIIII IIIIIIIIIIIII 11 11 I I I IIII\0\ \ \ \�\ \ \ lol oo II II I I I I j 1 I II I II IIII \\\ I I II I I I I II I III 1111 1 1 1 I I IIII\\\\ \ \ \gyp\ \ �I I Iof h \r \Y� jI III IIII I I III Ij \\\ 11111 I I I1111 I I I I I I I ll l l I 1 III \\III\\\� \\\\\ \�VI\Illlkol la^oj \\1I1\11A\1 1\\II11II 11111111111111111111111111\1111111111\j1I11II11I11I111l111111 11I 11I1II1I1I 1Il1l\ IlIIlIllII lIl'jl Il I 11111 Ii11ll 1II1II \l1 V1\II\II1 I\I \\\ \\\\\ \1\ \\\\\ \\\\\\\\ \ \\I\ 1I\1IVl1 IlIIllI IllII llIIll IIlIIlI I\11\ \1 1\l\\�\\\\l \\l \\l\ \l\o\�\\l \V I\1I1�II( VIVIII\t\000lllI I 8I01i v ` rs3 \-01 \ l I Il II l Il IIl I 111�I II lof APWE 11I1IJill' A1�LY 1I\ rn I \ MEPSIVVIIHI \1\\IIIIIII\\111\1\\\\IIII II -v11111111111 III\\\\\\\\\\\\1111111111111 I I\\lllllll\\\\\\� \ c°Di� I \ \ 111 1 \ V 1\ VIIII III I I I III VA A\1 1 III I I I I VA 1 / 10lFE�TOF� 1V A AV 1 11 V1 VAA II II II II III I VA\ V 1 1 I (IIIIIIIII I I (IIII VA\\V A I to I II 6� \ A \\\\\1\\\IIIIIII\\\\\\\\\11111111111 __ IIIIIIIIIIIII\\\\\\11111111111Illllllllllllll\I11\IIIIII\\\1\III\\\\\ 1 j I III 1 �t3` \\ \ 6 +80 4� Q \ \\ `\ \ �� ---- --- - ------------- \\11l \ � /- 4+ ` \ �d' \ \\\\\\\\\\ �' �� � '' _----' 00 / �-'` \ IIIIII\\ s1 _ I I���\ \\\\1\\\\\1\\1\1\\11111111IIIIIII ,'' IIIIII\I\AI11\V\\I\\\IIIIIIj1111111111111111111j111111111\V1\1 IIIIIIII / \\ \\\OT\72 \10,732 S ft. --STORM / STORM-01 CROSSING APPLY WATER PROTECTION \ ' ---E-X-IS-T-IN\ III _ - INGATE'VA-L-V-E_-T-OHOT TAP CONNECTION MEASURES WITHIN ATER MAIN PIPELINE. FIELD VERIFY Q.24pacres � _\ •\ \% \\\ \ \� / /% /I/ / l \IIIIIIIIIII IIIIIIIII IIII i 1 \ A\ \ \ \\ \\ AI I \1 I I I I \III IIIIIIII 1 II II 11 l I \ \ \ \ I \ \ \ \ \ \IIIII III I I I III I III r I I IIII IIIIIIIII I I I 11__--l0 FEET OF C_ROSSING \ \ LOCATION, DEPTH, PIPE MATERIAL AND PIPE \\\\\�\\\\1111111iIIllllllllll I\IAAjIIlIj11111111111111IIIIllllllllllllllllllllll\\\\\\\\\\\\\\\�\\VI\ \ \ \ _ --- - \\� °15' RIZONTAL BAND-_ \-\\ ` _-'' DIAMETER OF EXISTING PIPELINE PRIOR TO \ \ \ ',� STORM 04 CROSSING \�\VvvvVAy I I �i11111j11 IIII IIII IIIIIIIIIIIIIIIIII(IIIIIIIIIIIIIIIIIIIlIII1111AVAA\\VAAA\\\V�1V A ` /� `� �v vv vv v v vvv ��`� �v ` A \ -- _ CONSTUCTION �\ \ \ \\ \ \ \ \ \ 1 1 III APPLY WATER PROTECTION \ \\ \` I I I ,IIII ��� I I I I I I I I I I I I I I I I I I I I I I IIII IIIIII III IIIII I I I MEASURES WITHIN --- 1 \ \\ I I I I I I I I I IIII IIII IIII I I 1 \ \ ,j,' ----- \ \ \ \ \ \ I -- -- _ _ / 0 �_ I \ \ v v v 1 IIIIIIIIIIIII IIIIIIIIIIIIII IIIIII IIIIIIIII III l 1 1 1A I I VA A A AA I ORIZ TALvBE � vv � �`� v v v v v v v- --- - _10 FEET OF CROSSING y \v A ,11°15' VERTICAL BENDa � v 1 I 1 v4V ` \\ \ \\ \ `� \\ 8'1N\5�2\ \ \\ \ \ -_ \ v v v A I I I I I IIII I I 1 A l v v v v v v v v v- STA. 0+23.89 \ \ \ \ \ I I I ;(IIII I I 1 I I I IIII I I I I IIII I I I I I I I IIIIIIIIIIIII II II IIIII IIII 1 II I ll l 1 II 1 I II I 1 1 \ \ \ \\1 \ \\ \I I \ \ \\ `♦ \ r\ ... o -LOT 77 DUCT f 1 Of\i�1R� \ \ \ \ 8 � --_-\ \\ 1 I I 1 1 1 LOT!} `` `----- \ - ` \ \`\`\` \ \ - - ----- - - 8 6Q- I I I I IIII I I I I \ _ 0.230 acres_ --- - �• \ . - �* \\\\\\\IIIII111„I I j Jill IIII I I I j l l j l I I Ij I I I I I I I I I111111,111I1111�11II IjI l l III I I I I I IIIIIII l ll\\I\IIIII\ \ \ ` ` c \ --- - --__-- ---- �� \` $',�73s ft.'--_ I 11 l l III 11 I \ V,.I I" I I I ICI \ III I I III I IIIIIIIII I I I 1 1 1 V A v v vv v q' I III I III I I I III I l l l l l l l l I I I I I I III I I I III III IIII I III I I I I I I I I I I III 1 1111 I I I 1 I I I 1 1 1 111 I I I IIIII IIII 1111 \ \ \ \\ \ 0.19�res -----/ \\s STA.0+23i89- /; 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ZOT 70 \ I �\ `\ ----- �� ------------ \\ \\\\\\\\/ \ `-/\ / - \ \�' ------ / 45' HORIZONTAL --' \ I Or217 cre� I \ \ \12,058� q.ft.`� - � < \\ � �� I --- -__ _ _______ \ --6835-- \\ \ --- - _ -\ _---- ----- /,/ 0:�77aci�e�s \\ \\ - �o / / I I I I I lI l \ \ \ `� \ l / I ----_ _ \ � - _ \\�\\\\/ \ � \ `� IlA �\ \\ - - ` � � O � I\LOT\82 \ / / v� /�' `\ \\1(; _ \ \ \\ //�,',� // //// // j /// / //Ili li I I I II I /l/ /i //////� i ///////i / / / //////// i�// / I r,/,//ii/ / / � �i \ \\ \\ \ \ \ � \\ \\ �✓ � � Gi I � l I I I I l 1 I\ l \ 101359 sy� ft. \ / �\ \� / I `-__ __- -\ --_- \ \ _ / 8+ \ l / l l \ \ r \\\/ \ l ' / l _ _ \ ----_-\\\ \ \�. _\Ste' 8'W� 40 � l l / \ \ 0.23$acres / _' -- - \ \\\ \ ----, / / / \ \ \ \� \ 6g4Jr___ � v> \V \\ v LOT 83' 0.��q• acr�g v AI v _ -68 v v v v v \ LOT�9v / 8� / -6 S 1295s sq. 1 IR�f�ALBEN v �' 850� _ vAv vvvvv V' A v1 v A v v / 1 q 87�TXE�iV TE IT ATE V VE --- 0.259 cres ROR FI I�YD NT ERAL I \ \ \ \ \ \ \ \ \\ \ \ \ `. �\\\ '� \ \ / l \ _ LOT84--------- --2- s ft. �,6- --OF-A, .0.244acreS 1I 1 . 68O - - - - --_ VAv\ \\ \ \A 1 !v \ \\ \ \v \ \ - 1I I I I A v v v v A V A A IRON\PI CT `F\ ---- I - � IIIIII V A v \ \ \ \\ \V A A \ \ VAI vv I I I � v A \ � � V A \ \ 1 I ♦ / V A ` V v --------------- - A ` A A \ v v ` v ` - --- LOT 85 �295 acre$v v A A v/ v v A vv v - _ _ %(V �'- - -- --- I11I 1 \II IIvI \I I II 1I I\\ I A\1\I I\I \\I \I I I \VI \I I I VI\I I II \II \I I \I \ IA\II\ \ \I 1I \\ \1I \\I \I I \ \IV Il \ IIII1 1 \AI \ 11I 1 \11 \ I\ 11\1 Il \IV \v \ \ AlIII►I 1I II I IIj I I II 1I�III�11I JIIII/ /' /\A \\ \\ \ \\ \\ \, \\ \ \\ \ \ \\\ \ ` \VScPdp \ \ \ ` \ \v\ \\ ` \_ - --'�--v_-`---------------------------------------------------------------------�--- - - ---- �\\��v � \ \�� \\- `A \\v`\ \\ \\ \\ \v\\\ A\\\\v \ \\v� \ v`\\\ yv \ \ \ v`\ \ \v \ �v`\ ----- -1-0-,1-6-4-- s--q-fit-.---- _- T-6_85--5 v v \V v \AA\ \1 1 \ 1 1 111 I\ 1 II\I I I\ I I I l\ \ v\v\v\ v \ \\ \ \ \\\ \ \\ \\ \ \\ \V \ V\ \ vv\ \ \ \ A \v v 0 233 acres AFFECTIVE TL tOT C8 P_ELI E RIZONA RADIUS OF409. 5-F REQUIRES q• ------ --_\ \ \ -- LOT'66IIOIN TAIL J DEFLECTION OF _---- PR€�EVGHS. 2.005a-reS5,6j3 sq.ft. -2°4 USN V \ \ \ \ / v ---- 11 I I I 1 I I I I I I I I I I I I\ I I III / \ \ \�\ ------------ __ IIII 1 I I I I I I I I I I I I \ \ \6 `\ \_ ---_--------------- _-- \ \ \ \ \ \ \ \ -Q3 _ ----' --- _________ - _ \\ \\ \\�\\\\\ \\ \� \ \\ \ \ \\ \ 6Oi3�reS`�� d � \\ -- '---- - --------------- -__\\ \ \ \� \ _ ---___ \^ ------ ------ ------ ____-- v \ \ \ � \ \ \ ` \ \ � \ �\ \ \ �\6g�Q, - ,�\ � __ \ \\ \\\ /l I I ----------' IIII IIIIII \ ( I I I I I I \ \ \\\\\\ \tP� \ \ \\ \\ \\ -- --- i'' - " _---------- -___--___-\\\\\\\ \\ �\ �\ \\ ��� �_ � \\_--- \ I I \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \--- 1� \ \\ \� � �\ -_ �\%� � __ 15,5'IiSa. ft. -- - �- / � 86p�- --------_ \ \\\ \ \ \\� - - -LOT$6 \\ \ / \ i\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --- _--- -- - _--- -- \ ---- -- Z 10,825 sq. \ v v \ v v v v v v v v v v v v ------ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i _ ----- ____----___ �� \ `\ \ \ \ \ \ \ \ \\ v v ��_\ v \\ �\ v v \ `� / 0:24Qacres \ \ /\` \ \ _ u► \ \ \ \ \ \ \ \ `` \ \ \ \ - \ \\\ 7Q�` IN DI CO E SI6R CLASS 200 IPS HDP� \\ -- / \ ----- '' \ / ,' i --- ------ `\\�\\\�� �� \ - - --- '-- v \ \\\ �\ 1 1\ __________ � \ � WATER SERVJ PIP -INE WITH CORP STOP AT MAIN \ \\ I\ \ \ \ � \\-�AL\\\ --- -- --.--- - �Rt\ ---_ N. \- - - - - LOT 64 - \ \ v v v v __- \\\\\\\\\ \ \\ \\ \\ \\ \\ \\ \\\ \ - \ OQ \\ \ \�\ \-\\ --- �i� ' /'� ------ - \ \\\\ \ \ \ \\ \ \ \\ \ \\ \ \ `\ v \ - \ \ v \ \-_Q.232acreS --- \ \ \---------- - \ \ - 69 \ \\ \ - i \ \ \ \ \ \ \\ \ �\ v \\ \\ v \ \\ v v y \ \ \\ \ -------- N.v \ \\ \ \\ \\ v ----__--- v 06 v \ v � \ \ \ \ v \ \ \ \ \ \ v \\ v \ 69 v -- - - - - - - - - i /- \ \ \\ v \ -- \ \ v .S�\\ \ \ \ \ \ \ \ \ _ - _ \ \\\\ 1\ \\ \ \ \ \ - i \ v v \ \ \ \ \\ \\ \ \ - _-_ - \ \\ �\ \ \\ \- -\ v �\ �� \ \ \ ` \ \ \ \ \ - v \ v v - - \ \ \ \ \ \ \ - acres _ ----- - \ \ \ \ \ �9.. \\ \ \ \ \ `, \\\ --- -- --_ _ ---_ \\\\\\\ -\\ �\`\\\ `\ \ �\ \\\ \\ \ \ \\\\ \`� \�� `� �- \ LOT 87 \\\\\\ I \ \\ \\ --_ 1(�093 sq. ` �� v � \ - 10,375 q ---_ v - ----------------- ' `\\ \ - - - - - v v \ \ \ \ /� nacres \ \ \ \ v v 6910 � � \ \\\\ \ \ \ \\ \ \ \ \ v v \ P� \\ \\ \\\\\/ \ I \ \ \ \ \ \ v v _ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \\ I" -II \ \\ ' \�/ \ \\\ \ v v \- ------ -� �68 v\\ \��\`\`\ \ \ \ `N\\�-- _ - v � \ -_------------- _------_ -_ �� v ��_ �� `� --- ---- - - v v -- v � \ \ . --- - -`---- --- 915 - - - -- \I --- - - v _ - \--__ �_ pQ \\\ \ \\ \ \ \ `\ \ DUCTILE IRON PIPE ` \ \ - - _-6920------ - -- ----- -- - _ - \ \ \\\\ \ \\ \ \ \ -------- _ �- -- _---- - �- \ \ v I\ \I 1 1 ( 1 V A vvv v vvv \V vvv vv v\ vv vv \ v v / vv --- TLATERAL_ \ \ \ - - _%' ��\ `\ \ ''� -=_ _--_ -- �\; \ 1 `\ �\\\ �\ \\\ OINNIECT\IONTU`FXIS11'ZG WA R\MAI PIPELIf E\ \ \\ \ --'--_ _ -- ------ --- ___---6925-------� \_ /-----=---==—= ------- ---- ----- \\ \\ \`\ \`\ `Jl \\ TUBO�T. FIELDV�RIFYL ATION EPTH, PIPE /--________-____ - \\ ,_ - -_ \ `\ \ �\ \ \MATERI`At,P6ND PIPE Db4METE\R OFEXISTINrPIPELANE \68) \ _ 'T \ v \ \ v \ v 90 S PRi R T SON ------------ N XwI \ \ cl rol3FJ^� \\ v .S.S�.7.7 \\\ \ \ \ \ \�\ \ \ \ \ \\ \\\Z \ \ \ \ ---_ _-_ - -v vvvim - - vv A vv v E v v v � v \ \ \Nx / \ -------"-------- ----_ `- / \ \ \ \ \ \ \------- \ --_ \ ---- --- ----- _ v \\\ _ v �6 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ - �QV \` \ -- -\ --------------------- \ - - - - - - _ v i / \ \ - - 9 \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ - \ \ \\ \\ ---- -- ---- - -----_ - v - - \\ \ - ------------------------------ \ v v--------------- --- _ _ \ \ \ \ \\\\\ \= \ \ \ \ \ \ \ ` \\ -\A _ \\ v \\ , I% v - - _� i - - - _ _ _ -- ` \ - ---------------------- `\ - _ - - - _ -__ - v v v vvv vAv v v V 1 v v I v V vv �\ \` ` ` \ `` / -------- ''� ------ `\� -v\- \ \ 1 6 \ \ \ \ \ \ \ \ \\ \ \ \ 1 \ \ v v \\ \ v _- - _ \\\\ \\\\\ \ \ \ \ \ \ \\ \\ \ \\\ \\\ ` \ \ \ sf \ 1 v \ \ \ \ \ \ \ \ \ \ 1 -- �' - v \ \ \ S \\ \\ \ \\ - - - - v _ v \\ v v � \ v v v vv v v A v A V �� v v v vvvv i v � v v\ v \ 1 � v� V A v AV A v v I/ AV vvvvvAvvvv\ vvvAvv v vvvv v vvvv��wv \ C" ri 0 V rl • VN �° Z° °uCo Co'�. 0 �W 0" N wLr. (n W N �° Z0 0 Z 03: 44 Zz V00 N m In O� �2 �W as �z c�a 3a d� 3M Z �j O ?� °� W 0 o ; Ln I- N J a d z Q IQ0 a t'1 U 0)° �o0 Zz 1 � Li W w Q(DCn D w 0[ i Z O c rw cam 5 �n W W a N O N O N N 00 M o ce m W Lu LA- Lu O cl- II o w J Lu U 2 m � Q l� m = U 0 m < Z Q >0 ct:� Z 6880 6870 6860 6850 6840 6830 6820 nATTTI/ T. ICig;N uuulc . VV C\ Qc Qc 1-IN WATER SERVICE CONNECTION TO LOT 77 CTA R+af2 47 1-IN WATER SERVICE CONNECTION TO LOT 73 STA. 5+46.00 1-IN WATER SERVICE CONNECTION TO LOT 74 STA.5+15.02 CROSSING OF 1-1/2-IN DIA. LOW-PRESSURE SEWER SERVICE PIPELINE TO LOT 79 WATER B.O.P. ELEV = 6845.52 SEWER T.O.P. ELEV = 6843.90 8-IN X6-IN TEE FOR FIRE HYDRANT LATERAL STA. 8+58.49 B.O.P. ELEV = 6854.04 CROSSING OF 1-1/2-IN DIA. LOW-PRESSURE SEWER SERVICE PIPELINE TO LOT 80 CROSSING OF 1-1/2-IN DIA. LOW-PRESSURE SEWER SERVICE PIPELINE TO LOT 81 WATER B.O.P. ELEV = 6847.93 SEWER T.O.P. ELEV = 6846.18 1-IN WATER SERVICE CROSSING OF 1-1/2-IN DIA. CONNECTION TO LOT 81 LOW-PRESSURE SEWER STA 4+aa a9 SERVICE PIPELINE TO LOT 82 STORM-01 18-IN DIA. ADS-N12 CULVERT INVERT ELEV = 6846.68 APPLY WATER PROTECTION MFASIIRFS WITHIN in, OF CROSRINC; -----------------_---� r-_--__tiTil\I\I;7ii�f•1\r• • �-__---����__-_--���■■�F.`1gN7:al[.1J7�,.:ti,Ci��■■�il�[![.]=i1Sivdl�■1�■ �����������������•�G������ 5'JIM !'l�I�����i��!,T.T.7Cl:SIR.� �III,!�I�IJI������i��■ MIIf�l�1�1�114 ��■����i�■■�l.�I,IWIMm WWI.�I M �I�'i�%i��ii111i�LL�i�'1'lll�ial1�711ii■'(iiti _ �������.: • . ► G7361�� ►1�■71��������:' ��������� ������_'�ii��l:%L�iT�iiY_l"�AY�'�ilr�l���������r�i'�IW3iW�i�'iii��7i■� �_ ��■■!�!i�lOWNS WIN.%- •-Ili■ ����ais�.����������iir,-re���a�%r�.�nii��:�������li.���������■11�•�rs�TiuT�.�������r.��■�I�a�.r.�+■}I[����■�������%i�azi�■■�f•■iii��%iL�z��i�7ii■��■■r��wl�..�:���■ • •,_�.»ir.Ivili7lWWyYLi1' ,------,11fM7JIJ7llflltlrl�--� • ► • ► • .l li-_--,__,-:Y•'JCf10C__-_-�I.-_��-_\����1---■■1 • • , • iYi7�.■■-■ ������'- • - • ������■I,1RIl�lT�!1�1�11!1���_��i�C7�1�:�1R�������������■i���■����� �r..�'�_����1�rf_.�����_��E�:S����■■`i�11�111�i'�I�i�iirii'i�� �������1��!T.TlCl_rIR.���©iilli�li�ilii�iii�i�i■�����■_l�'�►'�L4�liil�i������1���: ����1�=����i����������������>11�5����t:i ��■�W�m___�__�_�__�_�____. __ ___�__i1�1��■,ILS�_�_■ ■■■■���►iiilYiiii�l'iiii`■�t�.7�13� ����=� •�TLT7•� � ' �1� � ������l111111l1����!IIJ'l�fi`Yll�i�iVl+�i+l�i�� ��If.�3�i�C�; ���L-�d���l��i���■i���lIR�RT�■ ���■■L����������r���t��������sa■ � ��-■�M��IMFWPON �JI l mmm M �'. I�- M �i�ta ������L����������■1■Ci1ILrJ�Yii�I�II���������■iWI�i�IM��M3Il�����iiliil(�1WS�'�i.�������■1■�iF4�AY�������■MM���1!��III!4�1a.�!II�M'�SyM.4�!'�.4�.�'!�'����■i�i�M�M�7I��ltii��J_II� �ii ��������������������5'�3S'��t�i����■■■�������yf:��CiCi�����I�'�3i�i�'�i�'iiifiiii��i��iiflil�if���■��ifill�i��i��■ 1 0+00 0+40 0+80 1+20 1+60 11°15' VERTICAL BEND STORM-04 STA. 0+23.89 24-IN DIA. ADS-N12 CULVERT B.O.P. ELEV = 6812.06 INVERT ELEV = 6816.99 APPLY WATER PROTECTION FINISHED GROUND MEASURES WITHIN 10' OF CROSSING ELEVATION (TYPICAL) 11°15' VERTICAL BEND STA. 0+43.90 B.O.P. ELEV = 6811.06 ELEVATION OF BOTTOM OF WATER MAIN PIPE (TYPICAL) 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 STORM-01 24-IN DIA. ADS-N12 CULVERT 1-IN WATER SERVICE CROSSING OF 1-1/2-IN DIA. 45' HORIZ. BEND STORM-03 INVERT ELEV = 6820.80 CONNECTION TO LOT 75 1 LOW-PRESSURE SEWER STA. 5+17.75 12-IN DIA. ADS-N12 CULVERT APPLY WATER PROTECTION STA. 3+91.91 SERVICE PIPELINE TO LOT 78 JB.O.P. ELEV = 6834.39 INVERT ELEV = 6838.08 MEASURES WITHIN 10' OF CROSSING WATER B.O.P. ELEV = 6830.91 APPLY WATER PROTECTION SEWER T.O.P. ELEV = 6829.27 MEASURES WITIHN 10' OF CROSSING WATER MAIN PIPELINE PROFILE STATIONS: 0 + 00 TO 11 + 20 HORIZONTAL AND VERTICAL SCALE: 1"=40' 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 CROSSING OF 1-1/2-IN DIA. LOW-PRESSURE SEWER SERVICE PIPELINE TO LOT 83 WATER B.O.P. ELEV = 6845.01 SEWER T.O.P. ELEV = 6843.51 CROSSING OF 1-1/2-IN DIA. LOW-PRESSURE SEWER SERVICE PIPELINE TO LOT 81 CROSSING OF 1-1/2-IN DIA. CROSSING OF 1-1/2-IN DIA. WATER B.O.P. ELEV = 6847.93 LOW-PRESSURE SEWER LOW-PRESSURE SEWER SEWER T.O.P. ELEV = 6846.18 STORM-01 SERVICE PIPELINE TO LOT 86 SERVICE PIPELINE TO LOT 87 18-IN DIA. ADS-N12 CULVERT WATER B.O.P. ELEV = 6855.35 WATER B.O.P. ELEV = 6863.78 1-IN WATER SERVICE CROSSING OF 1-1/2-IN DIA. INVERT ELEV = 6846.68 SEWER T.O.P. ELEV = 6853.77 LOW-PRESSURE SEWER SEWER T.O.P. ELEV = 6862.04 CONNECTIOS TO 9+06 62 SERVICE PIPELINE TO LOT 82 MEASURES WITHIN PROTECTIONAPPLY WATER 10' O CROSSING 1-IN WATER SERVICE 1-IN WATER 8-IN X6-IN TEE FOR FIRE HYDRANT LATERAL STA. 15+04.79 B.O.P. ELEV = 6873.32 �■���■■��nr�s%i■�%.�i��■� .�i-ir�ir�i �ri�i�%�r_�����������rrrrt�%iirirli%L■���■�������� �■�IILII/�l�lxl�lli���■����i�■■rM.11.1�?!�I!!'��N'I!1���������in,T�l���������� ��_�i �rs�'iiY137WIi�'i�'i�i�■� ��■■! !ihM- R.4 llh' ���%i�i�■■L�I1�'1'""��1'1L���■■■1,�*!wi!��rl>�. _ �:��� • • ��cr• 1 ��i���i�■_r�����_��_����� �rf_����■I�E�:S�\��■■`i�1i�111�i�iti • • • • i'i�� �- �_ Im �������i�i1�l��■,!L�����IiIW 'fi1L-��Ll�!�!1���11■III!!II�L�� • • ��i��3R�IrT�T�11:�.7R�.1t'1371'3���� L3 VaV� M��■M KK® Mom 1■�1rp- R �i14jgm,. ��Nl!x" m���i�■*.T.ICRr.Em--179'�R�1Mrrm.1•IRrw= _--- -i�--■■Z.1.J11\I.11.11. • • rMMm� :lc� • \-i\�►�X.�1 • . , --���W■009- ��13�3.•7�1�3:1C•irl�/1771�I3\I\I�■ ����L�•�.���i���■■i�Til R�Te s1i�����i�1IY�°iM1Mi�lin�iiii'�ii����',�• • •�: C■���.�1.�'�.�'�:�1��,�.��■ ml�1111111!�IJIT�I�RII,1lll!l/JGI����■i�I�IIII�L!II1��J��'1'(i11L�1:'�i3�iii����TI['I:I7���Iililir�ril�lrilLlili■ mm■"IRMO -0"I r1� �• Frjff I�. 19.w:�'!!�����■i��9M1Mi(�I�IFi��iLi�k�����L9'1'Liii6aJl3L�'� ������������■ iiiii■ii�i�■��iill��ii��■��ifi�IL'iifl�i��������������������■ 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 CROSSING OF 1-1/2-IN DIA. LOW-PRESSURE SEWER FINISHED GROUND ELEVATION OF BOTTOM OF SERVICE PIPELINE TO LOT 83 ELEVATION (TYPICAL) WATER MAIN PIPE (TYPICAL) WATER B.O.P. ELEV = 6845.01 SEWER T.O.P. ELEV = 6843.51 WATER MAIN PIPELINE PROFILE STATIONS: 8 + 80 TO 15 + 10.22 HORIZONTAL AND VERTICAL SCALE: 1"=40' 6880 6870 6860 6850 6840 6830 6820 DATUM ELEV 6805.00 M 00 W co 10+80 11+20 C4 C5 z Lu w M � O �ct F--i O •�ct h-�-I O W m O V'f � W W H Z�m . VN �a o ow Z° �°° 0 ON"W V' u ui ^> Z � WN WN W J° zo z cD Z QJ zw am U� UI m a O� tAW Qo Viz ° �d �0 z y 0 �W ?~ Z O MQ I^ N Lj W .j ' a Z N a IQo �o VV �o0 Zz W � � LL Z � o C�1) LL C'6 C9 m z co 0 U N O O CV N CD N cr N cc M O oe LLI m FL U o O ca- 3 0o •- � N N � M N N O O N N N Z .0o m rn O W � 0 = V (If z 0 U Q W (Ifaf Q C) 0 �m Q 0 =m U w aEn z O w w Q 0 w0 a�z i \ % %\ a \/ \ SECTION OF TYPICAL / r CAP OR PLUG THRUST BLOCK X\/ CROSS 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') l'-9" (1.75') V-10" (0.83' 8" 2'-8" (2.67') 2'-6" (2.50') S-2" (3.17') S-O" (3.00') 2'-5" (2.42') 2'-l" (2.08') V-9" (1.75') V-6" (1.50') loll 3'-4" (3.33') V-3" (3.25') 4'-0" (4.00') S-10" (3.83') S-O" (3.00') 2'-9" (2.75') 2'-2" (2.17') V-11" (1.92') 12" 4'-0" (4.00') '-10" (3.831) 4'-8" (4.67') 4'-8" (4.67') S-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') S-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 METHOD (SLEEVI ENCASEMENT #5 BARS CONTINUOUS ® CORNERS #4 TIES ® 16' O.C� C900 OR D.I.P. SLEEVE 3" (Mint I 3" (typJ (min.) L - - - - (tYP•) SECTION OE CONCRETE COLLAR METHOD 2 (SLEEVE ENCASEMENT) IX \` ALL JOINTS SHALL BE EBAA IRON /\ INC. MEGALUG RESTRAINTS, TEE CROSS \\ ENCAPSULATED IN POLYETHYLENE SHEETING, OR "PROTECTO WRAP". \\ BOLT VALVE TO TEE OR CROSS. ALTERNATE RESTRAINT METHOD 00 \\ CAN BE FLANGE TEE OR CROSS WITH FLANGE x MJ VALVES, WITH MEGALUG RESTRAINTS. 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. Line Valves at Tees and Crosses EXISTING GROUND MAINTAIN COVER WHEN BACKFILLED 26, HDPE, C900 PVC (Mint (Mint SECTION OF WATER LINE CROSSING DETAIL 10MINIMUM D.I.P. OR C900 SLEEVE SEWER MAIN (IN D.I.P. OR C900 SLEEVE) O THESE DETAIL APPLY TO ALL NEW SEWER PIPELINES (MAINS AND SERVICES) CONSTRUCTED WITHIN 10 FEET HORIZONTALLY OF AN EXISTING WATER MAIN WHERE THE SEWER PIPES ARE CONSTRUCTED VERTICALLY ABOVE OR WITHIN 18-INCHES BELOW THE ELEVATION OF THE WATER MAIN. OSEWER SERVICE WYES SHALL NOT BE ALLOWED WITHIN 10 FEET HORIZONTALLY OF AN EXISTING WATER MAIN. EXISTING WATER LINE Not To Scale WATER SUPPLY PROTECTION METHOD (SUBSTITUTE SEWER PIPE) SDR26 PVC, HDPE OR C900 PVC PRESSURE PIPE MAY BE USED AS A SUBSTITUTE SEWER PIPE. LENGTH OF SUCH SUBSTITUTE SEWER PIPE SHALL EXTEND FROM SEWER MANHOLE TO SEWER MANHOLE ON EACH SIDE OF THE WATERLINE CROSSING INCLUDING SERVICE WYES AND PIPELINES. IF THIS METHOD IS USED, THE SEWER PIPELINE JOINTS SHALL BE SPACED IN SUCH A MANNER AS TO MAXIMIZE THE POSSIBLE HORIZONTAL DISTANCE FROM SEWER PIPE JOINTS TO THE WATERLINE. FURTHERMORE, THE SEWER PRESSURE PIPE WILL BE TESTED AT DOUBLE THE NORMAL TEST PRESSURE. \ \ R\\\ / SDR26 PVC, HDPE OR C900 PVC PLAN OF WATER LINE CROSSING DETAIL Water Line Crossing Detail Not To Scale METHOD 1: (SUBSTITUTE PIPE) 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 ill: 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. 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 STRIP ALL WIRES; 1" PURE -CORE SIDR7 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 INSULATED COPPER CORP STOP TRACE WIRE TAPE AT END OF TWISTED 6» _ SECTION, AND AT SPLICED ENDS. TAPE SPLICED END' AFTER WATERPROOF SPLICE IS COMPLETE. 12" Trace Wire Splice Not To Scale TRACE WIRE ATTACHED TO GROUNDING ROD WITH BRONZE CLAMP AND SCREW GROUND SURFACE 3 FT. COPPER CLAD STEEL GROUNDING ROD THRUST BLOCK 2 - #5 BARS, BEND AS SHOWN 1 EACH SIDE OF PIPE #5 TIE BARS EVERY 6" VERTICAL AND HORIZONTAL 1/3 CUBIC YARD GRAVEL DRAIN OF 1-1/2" WASHED GRAVEL 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" 1-1/4 2-1/2 4 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" 114" TO 3/8" BELOW FINISH ON COVER GRADE OF CONCRETE COLLAR 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 6' 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. v v GATE VALVE MEGALUG JOINT RESTRAINT In -line Gate Valve Not To Scale 6' STEEL POST, 3' ABOVE GROUND, PAINTED BLUE PROPERTY LINE 12" h. NOTE: LOOSELY WRAP 10 AWG "UF INSULATED COPPER TRACE b AROUND VALVE BOX BARREL 4"X8"X8" CONCRETE BLOCK BASE WAT TER 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 "G R=6", typ - TRACE WIRE PER SPECIFICATIONS SAFETY FLANGE HYDRANT ISOLATION VALVE 2" MIN 4" MAX oll, 10 AWG "UF" GRADE INSULATED COPPER TRACE WIRE 5.5 FEET MINIMUM DEPTH OF BURY 10 AWG "UF" GRADE INSULATED COPPER TRACE WIRE TO FOLLOW WATER MAIN o � o MEGALUG HYDRANT DRAIN PIT 2'-6" DIA. BY 3' DEEP BELOW HYDRANT DRAIN Fire Hvdrant Assembl GATE VALVE WITH BOX (PER TYPICAL GATE VALVE DETAIL) SPLICE MEGALUG THRUST BLOCK NOTES: 1. ALL JOINTS FROM THE WATER MAIN TO THE FIRE HYDRANT SHALL BE MECHANICAL JOINTS ENCAPSULATED IN POLYETHYLENE WRAP. 2. ALL SPLICES IN TRACE WIRES SHALL BE MADE WITH WATERPROOF SPLICE (IN ACCORDANCE WITH TRACE WIRE SPLICING DETAIL) JOINTS ACCEPTABLE TO INSPECTOR. 3. INSTALL VALVE AT TEE. 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 REPLACED TOPSOIL REPLACE BASE COARSE AND SUB -BASE TO ORIGINAL OR TOWN, OR PROJECT SPECIFICATI NS, WHICHEVER ARE GREATER. 2' \\\\ III X��� \ \ jsaw CUT _ BASE COARSE e-� EDGE of _ e _ ASPHALT SUB -BASE SIDE OF EXCAVATION REPLACE OR INSTALL GEOTEXTILE FABRIC SIDES OF TRENCHES HIGHER THAN /\\\\ IF SPECIFIED BY ENGINEER BACK FILL MATERIAL PER 5' ABOVE THE BOTTOM OF THE // CONSTRUCTION SPECIFICATIONS O z H- w Lu M � O 7ct � ^ ct O •� r-l-l-IIII h-�-I • �° Z° UCO I"I W 0 U rn^ rZ LA 0 Yl 0: WN W WN 1.0 c Z 00 Z �z QNow J zW U0 d„ UI m a O� tAW as [�� Z o _` E � 6 �0 �M Z °o W F 0 z MQ I^ N Lj a z N a Ix 0 no VV �o0 M W Z z 10� >_ L1J ,z � o Cf) LL 06 a H W W a co m z Co U o c z a � Lu J Lu C) = V) V) TRENCH TO HAVE A MAXIMUM SLOPE OF 1:1 OR TO BE SHORED AND SHEATHED IN ACCORDANCE WITH OSHA REGULATIONS. TRENCH WIDTH O Q CO MINIMUM DEPTH OF BURY TO BE 5.5 FEET FROM FINISHED GRADE coTO CROWN OF PIPE. \;� SELECT PIPE BEDDING MATERIAL U Lu !„ : ; `• e . ' PER CONSTRUCTION SPECIFICATIONS 12" MINIMUM < m MINIMUM 10 AWG "UF" GRADE INSULATED COPPER TRACE WIRE TAPED TO CROWN OF r ► '. PIPE PER SPECIFICATIONS. Q WATER PIPE (SIZE AND TYPE SHOWN ON PLANS AND SPECIFICATIONS) IN AREAS OF UNSUITABLE BEDDING MATERIAL ENCOUNTERED AT GRADE DEPTH, EXCAVATE ADDITIONAL DEPTH AS DIRECTED BY ENGINEER, AND REPLACE WITH SUITABLE MATERIAL AS DIRECTED BY ENGINEER. z OROTO-MILL ONE HALF THICKNESS OF ASPHALT OR 1-1/2" MINIMUM 0 THICKNESS. APPLY TACK COAT TO MILLED SURFACE. REPLACE WITH > HOT BITUMINOUS PAVEMENT IN FINAL OVERLAY OF ENTIRE TRENCH Lu AREA OR SAW CUT ASPHALT A MINIMUM DISTANCE OF 2 FT. LATERALLY FROM EDGE OF EXCAVATION AND REPLACE REMOVED ASPHALT USING INFRARED PATCHING PROCESS AT ASPHALT SAWCUT JOINT. OFOR PIPELINE CONSTRUCTION WHICH IS TO BE UNDER NEW ROADWAY CONSTRUCTION, THE CONSTRUCTED ROADWAY SECTION SHALL BE IN ACCORDANCE WITH THE ROAD SECTION DESIGN PREPARED BY A GEOTECHNICAL ENGINEER. O TRENCH WIDTH TO BE A MINIMUM OF 8" PLUS THE DIAMETER OF THE PIPE, AND A MAXIMUM OF 24" PLUS THE DIAMETER OF THE PIPE. Lu Water Line Trench 0 Not To Scale LuO fa:fz