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Home My WebLink AboutS-145304J J- it STAO *10 2dLT PUMP STATION New Side Sewers SEE DETAIL BELOW STA 5+46 20' LT ` °BEND To Be Laid In Common Trenches - 24" Separation Wherever CAT -`N\ 28 LF 8° PVC \ INSTALL (I)4° 45 (I) 4° II TE BEND 7 CONCRETE BLOCK \ a e DRAINAGE POND MHI OVERFLOW _ 10 6 NTROL STRUCTURE is CO #42 STA 7, 20 LT. W RIM= 371.00 In V I.E. = 366.93(8 'OUT) c v 4 Q 20" SM /TH•LGVEL S W t We// M°urt (see z"e-z' Wde Gatc 0 I z Fv a v vy v h /� see meet '6 AS —BUILT per Section 7 -4 Construction Manual %ref pr for Municipal Public Works Construction 1973 By Date 11r/V/8, \ 127 NOTE: ASPHALT OVERLAY ON ROADS TO BE 1 -1/2', CLASS -B °- INSTALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE • C',= `»NECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED. 12 t 1• STA 0+15 5 ' LT "..g; M H 3 INSTALL (I)4 90° BEND '°`s=R �I a,n ' _.. — '31` ]O' /125 CONCRETE BLIO CKI r i t MH 124 � m....... —'-e I zl `r zz 23 24i' $ 123 20 25 �� 8 22/ Br M11 IA 17 I / I e 26 /¢ — � 1 \\ S ' \ $t'¢'Bf6� / Lt ADDED V PVC SIDE SEIYERS 7174 - \ Station ° Ln tn cu IRt.I a4 MH9 1 +50 15 Lt 1+850 35 Rt. 127 L. F. PVC- e° pl Tree �i =•\ � '��t / ',� 6O 3.25 33 Rt / s, Qgrge I /30 _ Tiee _ IDVCeui Ei J,n/e'' ' /8 ^Cf1 V t'__" - ___.. -- \ \ . £., 5 +30 32 Rt. 6 � / 2Y MH' /A ew Side Sewers DE SEWE� y" Y, C_ Z-, - 4 "r�rl rni�• Tjra i, ° - r ck , witny'�M °h%s °t '{ To Be Laid In / •\\ q / s.fio :s a� �cti F, / /cd if 1 ; +os Is Ll. c° �/ °/ = `•� M. — Common Trenches - �� - h\ - - . o e Lt. ' RE = 371.50 , �� •o� % *pO 24" Separation Wherever 31 \ �•. ;� 11 +Ya 3o Rt pv ^9 .Possible (Typical) �/��' '17 r` ,.YS :o L G, >.d P '- •� li - u _ i r .e. FF =371.5 116 115 s 30 RI. 32 31' LIS 90 0 t. -" a 9+ 7 i 'St¢ I /r /5 g -� to -os us Rt 40' 14 WA YS Fin/AG LGCAT /^x/ of W /GL $E DET£QMN O 8u/ pEe /\- /2 O -�.e 1H SL10 3o RI. ✓ ✓✓ 33 x / [rllrw { • .�- z'Cencrc%e cha.- n F / ✓ Y '`� _�' � ` - 5e, SI]P2 Rt. >�.., � � MHIO �ydr,ta _ — — LIFT STATION AND TURNAROUND DETAIL 34 \ --- These Plans Were Revised By SCALE I1'= 20 rn / Barghausen Consulting Engineers Inc., 'REVI S ED PLAN' 6 °Of ,q,- ,;,'�q y S.d S wer qo• 7• ' In August Of 1984 To Reflect The I `- Of4s SEaE %on o /ong 'Pd 35 �\ //t3 - Addition Of Side Sewers And Water z6'® Len th Lie th aE Meters For Servicing The Proposed 9 P P r 'PE61STE�E� Loc eide Ser viC As Lots. All Other Improvements, Necey To Mai gin Except Where Noted On Sheet 1 of 17, 10 Sation B 4ween 36 / 37 I 38 i 39 Reflect Design And As -Built Information (�(( - Water Main, And�Sida Service By Landmark Engineering Corporation. LIFT STATION AND TURNAROUND DETAIL SCALE 1 "- 20' ORIGINAL DESIGN SEE MODIFICATION AT RIGHT CO #427,20 STA. 1 +27,20 LT. R IM =37 1 .00 I.E.= 366.93 (8" OUT) 4;7 -5> 0r ___7 wry" I I I ! & I1 , .... ) ..I � 1 a�'� :: :a'�� DATE: AUG 80 a SHT 14 of 17 ...,.- . _ . _.._m..�...._.._ _. ,..._..,_.,., ,. _,...„.. ,._ _.. ..,.._.....,_ ._ ,_...._.�......,.,,.. ._......._ �. �............,.,,......, �.... �...., a„.„ � ............._.. �.",,.._._,,,..,,. m..._....,,,,,. n.,... �,.,__,.,,,.... e..._,..,., �_...,, .,,,,..,..,,..,m..„...,.....�.� ,,.......,,,mow w..,,._,_m, _,__.,.,.._e�_ev,�„__,n,,.__,W, ...._ _. ® 1 I I 1 1. 1 1 x i -® �— n n 4n '111 4n 4n at 4r r, 'In 4n NOTE': S 5/ New Side Sewers O N 2.41l 3 E �><A SC FO? UT /L /TY LOCATlO/✓S /A/ STA 5+46 20' LT ` °BEND To Be Laid In Common Trenches - 24" Separation Wherever 5TIVFET. c /- z7 -sv }� - / \ ./� INSTALL (I)4° 45 (I) 4° II TE BEND 7 CONCRETE BLOCK Possible (Typical) \ \ II \ 10 6 \/\ °\ is CO #42 STA 7, 20 LT. W RIM= 371.00 In V I.E. = 366.93(8 'OUT) c v 4 Q 20" SM /TH•LGVEL S W t We// M°urt (see z"e-z' Wde Gatc 0 I z Fv a v vy v h /� see meet '6 AS —BUILT per Section 7 -4 Construction Manual %ref pr for Municipal Public Works Construction 1973 By Date 11r/V/8, \ 127 NOTE: ASPHALT OVERLAY ON ROADS TO BE 1 -1/2', CLASS -B °- INSTALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE • C',= `»NECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED. 12 t 1• STA 0+15 5 ' LT "..g; M H 3 INSTALL (I)4 90° BEND '°`s=R �I a,n ' _.. — '31` ]O' /125 CONCRETE BLIO CKI r i t MH 124 � m....... —'-e I zl `r zz 23 24i' $ 123 20 25 �� 8 22/ Br M11 IA 17 I / I e 26 /¢ — � 1 \\ S ' \ $t'¢'Bf6� / Lt ADDED V PVC SIDE SEIYERS 7174 - \ Station ° Ln tn cu IRt.I a4 MH9 1 +50 15 Lt 1+850 35 Rt. 127 L. F. PVC- e° pl Tree �i =•\ � '��t / ',� 6O 3.25 33 Rt / s, Qgrge I /30 _ Tiee _ IDVCeui Ei J,n/e'' ' /8 ^Cf1 V t'__" - ___.. -- \ \ . £., 5 +30 32 Rt. 6 � / 2Y MH' /A ew Side Sewers DE SEWE� y" Y, C_ Z-, - 4 "r�rl rni�• Tjra i, ° - r ck , witny'�M °h%s °t '{ To Be Laid In / •\\ q / s.fio :s a� �cti F, / /cd if 1 ; +os Is Ll. c° �/ °/ = `•� M. — Common Trenches - �� - h\ - - . o e Lt. ' RE = 371.50 , �� •o� % *pO 24" Separation Wherever 31 \ �•. ;� 11 +Ya 3o Rt pv ^9 .Possible (Typical) �/��' '17 r` ,.YS :o L G, >.d P '- •� li - u _ i r .e. FF =371.5 116 115 s 30 RI. 32 31' LIS 90 0 t. -" a 9+ 7 i 'St¢ I /r /5 g -� to -os us Rt 40' 14 WA YS Fin/AG LGCAT /^x/ of W /GL $E DET£QMN O 8u/ pEe /\- /2 O -�.e 1H SL10 3o RI. ✓ ✓✓ 33 x / [rllrw { • .�- z'Cencrc%e cha.- n F / ✓ Y '`� _�' � ` - 5e, SI]P2 Rt. >�.., � � MHIO �ydr,ta _ — — LIFT STATION AND TURNAROUND DETAIL 34 \ --- These Plans Were Revised By SCALE I1'= 20 rn / Barghausen Consulting Engineers Inc., 'REVI S ED PLAN' 6 °Of ,q,- ,;,'�q y S.d S wer qo• 7• ' In August Of 1984 To Reflect The I `- Of4s SEaE %on o /ong 'Pd 35 �\ //t3 - Addition Of Side Sewers And Water z6'® Len th Lie th aE Meters For Servicing The Proposed 9 P P r 'PE61STE�E� Loc eide Ser viC As Lots. All Other Improvements, Necey To Mai gin Except Where Noted On Sheet 1 of 17, 10 Sation B 4ween 36 / 37 I 38 i 39 Reflect Design And As -Built Information (�(( - Water Main, And�Sida Service By Landmark Engineering Corporation. LIFT STATION AND TURNAROUND DETAIL SCALE 1 "- 20' ORIGINAL DESIGN SEE MODIFICATION AT RIGHT CO #427,20 STA. 1 +27,20 LT. R IM =37 1 .00 I.E.= 366.93 (8" OUT) 4;7 -5> 0r ___7 wry" I I I ! & I1 , .... ) ..I � 1 a�'� :: :a'�� DATE: AUG 80 a SHT 14 of 17 ...,.- . _ . _.._m..�...._.._ _. ,..._..,_.,., ,. _,...„.. ,._ _.. ..,.._.....,_ ._ ,_...._.�......,.,,.. ._......._ �. �............,.,,......, �.... �...., a„.„ � ............._.. �.",,.._._,,,..,,. m..._....,,,,,. n.,... �,.,__,.,,,.... e..._,..,., �_...,, .,,,,..,..,,..,m..„...,.....�.� ,,.......,,,mow w..,,._,_m, _,__.,.,.._e�_ev,�„__,n,,.__,W, ...._ _. ® 1 I I 1 1. 1 1 x i -® �— n n 4n '111 4n 4n at 4r r, 'In 4n