8� N :::: � .9 N � � . N � � N tj ;: % ,:..; 0 � V N � ::i:l ' ' 0 M < N V ' - - N .. .. � • > �.,: PROJECT�--- AREA ''-' � D L,.�Jasper '.:l •• 162 3.6 Maltersville Saint Anthony 3.3 K 4.7 Bretzville yana 3.1 2 St. Marks 45 . Henry nsburg_ !3 ariah ill 2. 5 .5 WASTEWATER SYSTEM IMPROVEMENTS DIVISION I COLLECTION SYSTEM REHABILITATION 5 g Creek T Youngs Creek 00S Springs Valley ,r-u.--v Jackson State 145 ■ Greenbrier ,r,. _ Cuzco ' Rec. Area ork 'ct,, • teRec. Area NATIONAL FOREST 37 Sc Men 64 3. iffe 43 , Riceville Birdseye I PURC 26 Taswell 39 LOCATION MAP NOTTO SCALE 16.8 Va Bacon Cape FOR THE TOWN OF BIRDSEYE DUBOIS COUNTY, INDIANA JANUARY, 2026 1 . 2. 3. 4-9. 10. S HEET SCHEDULE COVER SHEET PROJECT LOCATION MAP & GENERAL NOTES OVERALL PROJECT MAP PLAN SHEETS TYPICAL SEWER DETAILS VICINITY MAP NOTTO SCALE ----7 PROJECT AREA L--------------------------------------------------------------------------------------------------------------------� ci z Li.J >Li.J VI 0 c::: co LL. 0 z ?; 0 IBID SET z 0 COVER SHEET Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1/28/26 2022072-01 AS SHOWN Drawing No.: 1 Sheet 1 of 10 45328 Do Not Use Plan Previews for Take Off
0 oc N wo oc c � - %E 6 " � , 0 al� u � 0 ·f �� E N ij w oc � E w � 0 5 oc < u 0 , � � " { 8 � � [ " w -0 • 0 Q ' �0 oc N � ' � a; - ,1 8 ! " °" $ • � N <t N , � 0 Q r ial :i: � " � " � 0 0 "- N al � " � DUBOIS COUNTY HIGHWAY SUPERINTENDENT DONNIE LUEKEN DUBOIS CO HWY DEPT. 1066 S. ST. RD. 162 JASPER, IN 47546 PH: (812) 482-5505 EMAIL: DGLUEKEN@DUBOISCOUNTYIN.ORG COMMISSIONERS CHAD A BLESSINGER, PRESIDENT, DISTRICT 1 SERICE STENFTENAGEL, DISTRICT 2 NICK HOSTETTER, DISTRICT 3 ONE COURTHOUSE SQUARE JASPER, IN 47546 PH: (812) 481-7045 COUNTY AUDITOR SANDY MORTON ONE COURTHOUSE SQUARE, ROOM 104 JASPER, IN 47546 PH (812) 481-7000 EMAIL SLMORTON@DUBOISCOUNTYIN.ORG INDIANA DEPARTMENT OF TRANSPORTATION VINCENNES DISTRICT 3650 SOUTH US 41 VINCENNES, !N 47591 PH· 1-800-279-5758 FAX (812) 895-7479 EMAIL. SWINCOMMUNICATIONS@INDOT.IN GOV UTILITIES ELECTRIC: DUBOIS RURAL ELECTRIC, INC 1400 ENERGY DRIVE JASPER, IN 47546 PH: 812-482-5454 ORANGE COUNTY RE.M.C. P O BOX 208 ORLEANS, INDIANA 47452 ATTN: MIKE ROBERTS EMAIL: MROBERTS@MYREMCCOOP SOUTHERN INDIANA POWER 1776 10TH STREET TELL CITY, INDIANA 47586 P 0. BOX 219 PH: 812-547-2316 ATTN: TODD HAMMOND EMAIL THAMMOND@SOUTHERNINDIANAPOWERCOM LEGEND EXISTING SANITARY SEWER @e _J/ • --------------- WATER FORCE MAIN WARNING I LOCATE POST EXISTING AIR RELIEF VALVE LIFT STATION AND VALVE PIT CLEANOUT EXISTING SANITARY VALVE SANITARY MANHOLE SANITARY GRINDER PUMP SANITARY SEWER MAIN SANITARY FORCE MAIN DISTRICT PERMIT MANAGER SARA POLMANTER PH (812) 381-4566 DISTRICT PERMIT INSPECTOR JOYCE NEWLIN PH (812) 881-6922 EMAIL SPOLMANTER@INDOT.IN GOV EMAIL JNEWLIN@INDOT.IN GOV WATER TOWN OF BIRDSEYE 103 S.R. 64 BIRDSEYE, IN 47513 PH 812-389-2419 PATOKA LAKE REGIONAL WATER & SEWER DISTRICT 2647 N S.R 545 DUBOIS, IN 47527 PH: 812-678-8333 ATTN: JAMES WEST EMAIL JAMES@PLRWS.NET SEWER: TOWN OF BIRDSEYE 103SR 64 BIRDSEYE, IN 47513 PH 812-389-2419 GAS INDIANA NATURAL GAS CORP (PAOLI) 1080 W HOSPITAL RD P.O. BOX 450 PAOLI, INDIANA 47454 PH: 812-723-2151 ATTN PHILLIP ROSS EMAIL: PHIL_R@INDIANANATURAL.COM FIBER OPTIC ZAYO BANDWIDTH 722 N HIGH SCHOOL ROAD INDIANAPOLIS, IN 46214 PH: 765-341-1199 ATTN WAYLON HIGGINS EMAIL WAYLON.HIGGINS@ZAYO.COM 811 " TELECOMMUNICATIONS --m--- -·- ,. T GAS 4)'-- II " G SURVEY TELEPHONE PEDESTAL FIBER OPTIC WARNING I LOCATE POST TELEVISION PEDESTAL BURIED TELEPHONE GAS WARNING I LOCATE POST EXISTING GAS VALVE GAS METER GAS MAIN AND SERVICE LINE TELEPHONE FRONTIER PH 800-821-8106 FRONTIERCOM PERRY-SPENCER RURAL TELEPHONE COOPERATIVE 11877 E. STATE ROAD 62, P.O. BOX 126 SAINT MEINRAD, INDIANA 47577 PH: 812-357-2123 ATTN JIM FERGUSON EMAIL. JFERGUSON@PSCFIBERNET COMMUNICATIONS CORPORATION TDS TELECOM WHITESTOWN, IN 46075 PO. BOX 302 PH 765-522-0113 ATTN: JEFF STANLEY EMAIL: JEFF STANLEY@TDSTELECOM COM t ' t EXISTING 3-WAY FIRE HYDRANT AND VALVE EXISTING 2-WAY FIRE HYDRANT AND VALVE EXISTING FLUSH HYDRANT AND VALVE ♦ "' 'l_ SURVEY POINT I BENCH MARK SURVEY MONUMENT HIGH WATER MARK 'f ' 8 c:i • • • • • - W\__;; ELECTRICAL B • --OHE-- YARD HYDRANT EXISTING BLOW OFF AND VALVE PRESSURE REDUCING VALVE EXISTING LEAK DETECTION DEVICE WATER METER SPRINKLER HEAD EXISTING GATE VALVE EXISTING BUTTERFLY VALVE EXISTING CHECK VALVE EXISTING CURB STOP EXISTING WATER MAIN AND SIZE ELECTRICAL PEDESTAL ELECTRICAL METER LIGHT POLE UTILITY POLE WITH GUY BURIED ELECTRIC OVERHEAD ELECTRIC STORM SEWER @DID p.:._g< e MISCELLANEOUS • • 8 • 9 • -•- -•- STORM STRUCTURES CULVERT TYPE AND SIZE STORM MANHOLE SIGN SATELLITE DISH RIGHT OF WAY MARKER MAIL BOX POST MANHOLE REDUCER CAP TREE WOOD FENCE WOVEN WIRE FENCE ELECTRIC FENCE CHAIN LINK FENCE [iioJ HOUSE DlIJ HOUSE TRAILER 0 EASEMENT NUMBER GENERAL NOTES 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER, THE EXACT LOCATIONS AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION 2 THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAD83). ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN DATUM (NAD88). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA 5 EXACT LOCATIONS OF MANHOLES, LATERALS, CLEANOUTS, ETC TO BE DETERMINED AT THE TIME OF CONSTRUCTION 6. DOWN TIME COORDINATION MUST BE MADE WITH THE SEWER UTILITY PRIOR TO CONNECTION WITH EXISTING MANHOLES. COORDINATE WITH THE SUPERINTENDENT, JOEY SCHWARTZ AT (812) 389-2419 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO TAPPING OF EXISTING MAINS 7 PROPERTY LINES, WHERE SHOWN, ARE BASED UPON COUNTY PLAT RECORDS THE SAID PROPERTY LINES ON THESE PLAN SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY 8. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF HISTORIC PRESERVATION AND ARCHAEOLOGICAL, PHONE No. 317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. 9 BITUMINOUS RESURFACING WILL BE CONSIDERED INCIDENTAL TO THE OTHER PAY ITES ON THE BID PROPOSAL HOWEVER, THE CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY ASPHALT DAMAGED IN THOSE AREAS. 10 STONE RESURFACING WILL BE CONSIDERED INCIDENTAL TO THE OTHER PAY ITEMS ON THE BID PROPOSAL. HOWEVER, THE CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY STONE TO BRING THE DRIVE OR ROAD BACK TO ORIGINAL CONDITION 11. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 12. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. DEPARTMENT OF INTERIOR FISH & WILDLIFE SERVICES OFFICE SHALL BE CONTACTED CONCERNING PROPER MITIGATION MEASURES. 13. ALL SINKHOLES THAT OCCUR IN CONSTRUCTION AREAS SHALL BE LEFT UNDISTURBED ALONG WITH A 25 FOOT BUFFER AROUND THE HIGHEST CLOSED CONTOUR OF THE SINKHOLE. EXISTING VOLUME OF SURFACE DRAINAGE TO SINKHOLES SHALL BE MAINTAINED AND DRAINAGE FROM CONSTRUCTION SITES WILL BE FILTERED OR TREATED PRIOR TO ENTERING A SINKHOLE. PROJECT LOCATION MAP V. 611.00 ELEV. 613.00 ELEV 616.00 619.00 LLJ >-1.LJ V'l Cl 0::: co LL 0 � 0 IBID SET Vl z I- 0 z w ';;: � I- <( > ..J z � co � <( "- <( W Cl ::E I v, Z _-w LLJ Cl ::;:: z c:'. :r: c:'. >-' w O ::;:: I- a:, II- V') w a::: LL. z Vl > I- Q Q ::::, >V') LL. 0 vie,>- zu c:'. Vl > w z :>� I- 0 Oo <( - I- a:, � I- ::::, W U Cl I- � Vl ..J <( 0 � u PROJECT LOCATION MAP & GENERAL NOTES Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1 /28/26 2022072-01 AS SHOWN Drawing No.: 2 Sheet 2 of 10 45327 Do Not Use Plan Previews for Take Off
w " w > ·i -� • • .., HARTS GRAVEL LIFT STATION No. 4 , , • '·, "-•�- , � �i ; � f� • fl I I • • DEB'S LIFT STATION GRINDER PUMP No. 1 '. J i Q ", I; ,f l I ,t ff t i§ I t t I I BRITTANY'S LIFT STATION GRINDER PUMP No. 2 • J_ CORPORATION e)MITS l :r • -'- CORPORATION LIMITS - - TO•W.:N- -OF, BIRDSEYE CEMET,\ I W 40A 40 ' �,sr, e- � / 41 � " sT � � H "' sr =-"'----'� t(: LIFT STATION No. 3 I <' I ' . ' =---=.i I' I I. I 1 •l , L�!.k!��d't-'�-�J:��;.:;i,.·�Bi�����- - -10 CJ���;;; � TE HIGHWAY 145 __ ,• • ,r _"Jit/, � ~; I I • l 1· I , l' ' I ,, I • l -,-.. - '.} . ' ..li • ' l. . -· .. \ • ! t .· . ir -�! . ., �r I I I I -""Kr. I l ' ' • • , , .. , • • • I WASTEWATER STABILIZATION LAGOONS INFLUENT STRUCTURE INV. 610.00 BOTTOM ELEV. 611.00 LOW WATER ELEV 613.00 HIGH WATER ELEV. 616.00 BERM ELEV. 619.00 , B fj' \ WASTEWATER STABILIZATION LAGOONS TO BE DREDGED. SEE DIVISION II FOR DETAILS , J., wAiTEWATER ) • Tfl�ATME:NT PLANT r j .. •' -.. LEGEND ◄ ·' 1 1 ( 11 I, I I I I PROPOSED SANITARY FORCE MAIN BYPASS LINE I, I !• ,., I� I J. ' . 1.tI I i':-� PRo�oSeo SA��;ARY FORCE MAIN BYPASS CONNECTION MAIN LIFT • STATION No. 1 NOTE: . , 400 , . ALL EXISTING GRAVITY SANITARY SEWERS ARE 8" VCP UNLESS NOTED OTHERWISE. EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY GRAVITY MAIN TO BE LINED EXISTING SANITARY GRAVITY MAIN TO BE CLEANED AND TELEVISED ---+ - - - EXISTING SANITARY FORCE MAIN 10 e EXISTING SANITARY MANHOLE AND NUMBER EXISTING SANITARY MANHOLE TO BE LINED EXISTING SANITARY LIFT STATION EXISTING SANITARY GRINDER PUMP 0 EXISTING SANITARY CLEANOUT .. PROPOSED SANITARY PLUG VALVE w > w C 0 V : l : l : co LL. 0 � 0 IBID SET OVERALL PROJECT MAP Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1 /28/26 2022072-01 AS SHOWN Drawing No.: 3 Sheet 3 of 10 45326 Do Not Use Plan Previews for Take Off
� N w w J:._�· .. •• "" :· .,. ...... «,'I,, .,;Ii> ' .... ,s, 4 �..,,,••:•• ,·· ' ' "'- - "'.'::-- • ' "', " . � �' .,,,, .. ; ' � . • ...: ' � • "'' ---�- ' �- . � ' � ��1! � • . . ;· :;·� -�: "�. ""'" :,, ,, ......__� ..... ,._' ... "-, ��--:¾ .... "'..:� • -....;,_ ...._ • • �""- . . . � � '' ''\ ' � •"?. ' "' ' .. .. , .. � HARTS GRAVEL LIFT STATION No.4 � ' • • �,-. ' -� ' ' S.N. 1 S.N. 2 S.N. 3 S.N.4 S.N. 5 S.N. 6 S.N. 7 S.N. 8 S.N. 9 S.N. 10 " 1, 'I,• ._,, '" >, ,. ' . ' 8 ' i:'! � J NOTE: 100 SHEET KEY 6 5 7 8 9 ALL EXISTING GRAVITY SANITARY SEWERS .. 4 e 0 .. • ARE 8" VCP UNLESS NOTED OTHERWISE. EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY GRAVITY MAIN TO BE LINED EXISTING SANITARY GRAVITY MAIN TO BE CLEANED AND TELEVISED EXISTING SANITARY FORCE MAIN EXISTING SANITARY MANHOLE AND NUMBER EXISTING SANITARY MANHOLE TO BE LINED EXISTING SANITARY LIFT STATION EXISTING SANITARY GRINDER PUMP EXISTING SANITARY CLEANOUT PROPOSED SANITARY PLUG VALVE SMOKE TEST REPORT NUMBER (SEE SPECIFICATION) SPECIAL NOTES CLEAN AND REMOVE DEBRIS IN EXISTING MANHOLE TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING 8" GRAVITY MAIN (LENGTH IN FT.) CLEAN AND REMOVE DEBRIS IN EXISTING 48" MANHOLE, INSTALL A COMPLETE POLYUREA LINER/ CEMENT REPAIR FOR REHABILITATION OF MANHOLE (DEPTH IN FT.) INSTALL NEW PRE-CAST CONCRETE RISER RINGS WITH EXTRUDABLE GASKET MATERIAL TO RAISE CASTING A MINIMUM OF 6 INCHES ABOVE GRADE OR AS SPECIFIED ON SHEET REMOVE EXISTING FRAME/ LID AND INSTALL A NEW FRAME/ LID WITH EXTRUDABLE PREFORMED GASKET MATERIAL INSTALL A NEW I/ I PREVENTION LID LINER REMOVE EXISTING FRAME/ LID AND RE-INSTALL FRAME/ LID WITH EXTRUDABLE PREFORMED GASKET MATERIAL REPLACE BROKEN CLEANOUT AND CAP CAP OPEN CLEANOUT CAP OPEN SEWER LATERAL S.N. 11 REINSTATE SERVICE LATERALS (ESTIMATED COUNT) 12 POINT REPAIR ON GRAVITY SEWER MAIN S.N. 13 POINT REPAIR ON GRAVITY SEWER LATERAL S.N. 14 INSTALL 8" CURED-IN-PLACE LINER (LENGTH IN FT ) S.N. 15 INSTALL AN 8" HYDROPHILIC END SEAL LLJ > LLJ V'l Cl c::: co 1.1.- 0 z � 0� BID SET PLAN SHEET Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1/28/26 2022072-01 AS SHOWN Drawing No.: 4 Sheet 4 of 10 45325 Do Not Use Plan Previews for Take Off
99 S.N . . . . ,! • .•t ... -. �-' '· � .... ... :,. '- ' . . .. 6 -.c;; . ..,, ' •· AN �' =11..,\ .-•.• '-. . � ·: �Tf; ...,. 1;· - t - : - ---- ., .. " .. • .' �,. •� �- \.� • J. .•• �' ,: . .,,,_� '•,.:,;( • "' --�. - �� .• � ·.'\,';• . \ .. � '.· :-. ,.. '· 1$.,.. ·- . "' ;- - ,., . . ., ,., • : -i ,· � � . � . ... · ' , 135 94A S S . .NN . . 1 7 N.14 (350 --� ' . -..,. .......,.�MAPLE·,ST 83 ..;...;...4,. - '·p ,'). - 78 ��- S.N. 1 S.N. 2 S.N. 3 S.N. 4 SPECIAL NOTES CLEAN AND REMOVE DEBRIS IN EXISTING MANHOLE TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING 8" GRAVITY MAIN (LENGTH IN FT.) CLEAN AND REMOVE DEBRIS IN EXISTING 48" MANHOLE, INSTALL A COMPLETE POLYUREA LINER/ CEMENT REPAIR FOR REHABILITATION OF MANHOLE (DEPTH IN FT ) INSTALL NEW PRE-CAST CONCRETE RISER RINGS WITH EXTRUDABLE GASKET MATERIAL TO RAISE CASTING A MINIMUM OF 6 INCHES ABOVE -- GRADE OR AS SPECIFIED ON SHEET - - - -1----+::'.'..:'.::'.:'.'.C..::::.:..:::�:....=:c:'.'...'.'.::'..::'.'..'..:::..'..'.::::.:.......,..,,----,-----,--,,--,--[f REMOVE EXISTING FRAME/ LID AND INSTALL A NEW FRAME/ LID WITH ,. .N. 3 (15.85') ,,., .N. 7 I 18 55 ·- N\f'-ll'i \\ S.N. 5 S.N. 6 S.N. 7 S.N. 8 S.N. 9 S.N. 10 S.N. 11 S.N. 12 S.N. 13 S.N. 14 S.N. 15 EXTRUDABLE PREFORMED GASKET MATERIAL INSTALL A NEW II I PREVENTION LID LINER REMOVE EXISTING FRAME/ LID AND RE-INSTALL FRAME/ LID WITH EXTRUDABLE PREFORMED GASKET MATERIAL REPLACE BROKEN CLEANOUT AND CAP CAP OPEN CLEANOUT CAP OPEN SEWER LATERAL REINSTATE SERVICE LATERALS (ESTIMATED COUNT) POINT REPAIR ON GRAVITY SEWER MAIN POINT REPAIR ON GRAVITY SEWER LATERAL INSTALL 8" CURED-IN-PLACE LINER (LENGTH IN FT.) INSTALL AN 8" HYDROPHILIC END SEAL LEGEND ---+--- 10 e e 0 " [IQ] S.N.. 6 14.3') EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY GRAVITY MAIN TO BE LINED EXISTING SANITARY GRAVITY MAIN TO BE CLEANED AND TELEVISED EXISTING SANITARY FORCE MAIN EXISTING SANITARY MANHOLE AND NUMBER EXISTING SANITARY MANHOLE TO BE LINED EXISTING SANITARY LIFT STATION EXISTING SANITARY GRINDER PUMP EXISTING SANITARY CLEANOUT PROPOSED SANITARY PLUG VALVE SMOKE TEST REPORT NUMBER (SEE SPECIFICATION) ' NOTE: ALL EXISTING GRAVITY SANITARY SEWERS ARE 8" VCP UNLESS NOTED OTHERWISE. 2� fORCE_____ (8 55A \/G_::_---- S.N. 3 (14.5') I FR TI NSDTEART I O 60 / / doR- -- � 81 .,.,.....___...�� BIRDSEYE 58 �= �::: �� :.,,',j ' • 2 - 57 • c:cS :::: . N:::::·:::: 5 :.... ·.,_....,- S.N. 3 S.N. 12 -··(7.4 ' ) 21 I SAN S.N.1 PARK S.N. 7 ,,, ¥ �(/ 6 ;��� �'<) /c,V C, LLJ V>L ' LJ l C 0: l :: co LL 0 z �0 I- BID SET it PLAN SHEET Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1 /28/26 Z0ZZ0?Z-01 AS SHOWN Drawing No.: 5 Sheet 5 of 10 45324 Do Not Use Plan Previews for Take Off
. ' � w w � w w ' ' NOTE: ALL EXISTING GRAVITY SANITARY SEWERS ARE 8" VCP UNLESS NOTED OTHERWISE. LEGEND .. EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY GRAVITY MAIN TO BE LINED EXISTING SANITARY GRAVITY MAIN TO BE CLEANED AND TELEVISED - --+ --- EXISTING SANITARY FORCE MAIN 10 8 8 0 " EXISTING SANITARY MANHOLE AND NUMBER EXISTING SANITARY MANHOLE TO BE LINED EXISTING SANITARY LIFT STATION EXISTING SANITARY GRINDER PUMP EXISTING SANITARY CLEANOUT PROPOSED SANITARY PLUG VALVE SMOKE TEST REPORT NUMBER (SEE SPECIFICATION) SPECIAL NOTES -�-- ...... -� � · 1-· - . • .I,, ,.,,.. ,,;J r; . ,, '-0 \ \ \ \· \ I I I DEB'S LIFT STATION GRINDER PUMP No.2 , +< ' •�'$ , � ' ', . " . • ,,.. . . ,,. /4 S.N. 3 (11.7') ,, S.N. 7 8 . 12 .N. 3 (9.0') 1 S.N. 7 .., • ·:,,;.._ 101 S.N. 3 (11.5') LLJ > LLJ V'l Cl 0::: co LL 0 z 3: 0 IBID SET 0 z PLAN SHEET Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1 /28/26 2022072·01 AS SHOWN Drawing No.: 6 Sheet 6 of 10 453Z3 Do Not Use Plan Previews for Take Off
• 0 N � w � "" �- ·� E G N ',. • 0 0 • 5 '.1 0 0 • " • - E N N 0 � w � " � w 5 " < u 0 £ � ' ,!lN � - " • • z w 0 ';i N - • 0 � " c - Q � 8 I 0 .... N • 0 ii '- N � 0 N 0 • .. ,;; N � � � ,t .. 0 < J • 0 � Q � • ial 0 u 0 � N N i � • � � � • . ' ' � . . . � . '.{ �- ..,,. -. S.N. 3 (7.0') S.N. 6 , .. W -�lll· (n� t-· -=---.=-==\ f "WEST 2ND ST. LIFT STATION No. 2 ., • NOTE: ALL EXISTING GRAVITY SANITARY SEWERS ARE 8" VCP UNLESS NOTED OTHERWISE. " LEGEND EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY GRAVITY MAIN TO BE LINED EXISTING SANITARY GRAVITY MAIN TO BE CLEANED AND TELEVISED ---+--- EXISTING SANITARY FORCE MAIN S.N. 1 S.N. 2 S.N. 3 S.N. 4 10 e e 0 " EXISTING SANITARY MANHOLE AND NUMBER EXISTING SANITARY MANHOLE TO BE LINED EXISTING SANITARY LIFT STATION EXISTING SANITARY GRINDER PUMP EXISTING SANITARY CLEANOUT PROPOSED SANITARY PLUG VALVE SMOKE TEST REPORT NUMBER (SEE SPECIFICATION) SPECIAL NOTES CLEAN AND REMOVE DEBRIS IN EXISTING MANHOLE TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING 8" GRAVITY MAIN (LENGTH IN FT.) CLEAN AND REMOVE DEBRIS IN EXISTING 48" MANHOLE, INSTALL A COMPLETE POLYUREA L INER/CEMENT REPAI R FOR REHABILITATION OF MANHOLE (DEPTH IN FT.) INSTALL NEW PRE-CAST CONCRETE RI SER RINGS WITH EXTRUDABLE GASKET MATERIAL TO RAISE CASTING A MINIMUM OF 6 INCHES ABOVE ' :, ,, ' GRADE OR AS SPECIFIED ON SHEET tS - N -5-+R_E_ M_O_ V _ E _E_x_, s _ T _ I NG-FR_ A_M_E_/_ L _ I D _ A _ N _ D _ I N-S -TA_ L_L _A_ N_ E_W _F _ R -AM-E/_ L _ I D _ W _ I T - H - --j,::t • • EXTRUDABLE PREFORMED GASKET MATERIAL S.N. 6 INSTALL A NEW I/ I PREVENTION LID LINER :t I· I REMOVE EXISTING FRAME/LID AND RE-INSTALL FRAME/LID WITH S.N. ? EXTRUDABLE PREFORMED GASKET MATER IAL I•,,. ' ' I h' "\I ' • ,ii:!'. :�Jill: i j S.N. 8 REPLACE BROKEN CLEANOUT AND CAP S.N. 9 CAP OPEN CLEANOUT S.N. 10 CAP OPEN SEWER LATERAL S.N 11 REINSTATE SERVICE LATERALS (ESTIMATED COUNT) S.N. 12 POINT REPAIR ON GRAVITY SEWER MAIN S.N. 13 POINT REPAIR ON GRAVITY SEWER LATERAL S.N 14 INSTALL 8" CURED-IN-PLACE LINER (LENGTH IN FT.) S.N. 15 INSTALL AN 8" HYDROPHILI C END SEAL ,' I / ,. T ' ' ' l " 'j ,1 ; 4 . . . 6 (280') S.N. 7 ' .. S.N. 3 (6.6') S.N. 6 -.i � I 1 . 106 . .. - �-=- S.N. 7 1ST s. r &:;:�.:... Ien - ' .. 35 S.N. 2 (160') � �_ 112'" S.N. 3 (6.9') ....--is.N. 6 S.N. 7 111 S.N. 3 (9.9') S.N. 6 S.N. 7 .. MA :CHL'INE • NT'D FR M SHT. 5 . • i;ij :,.;_r,�·-.·� .;..;.-cl -¼!'!Jib.'' ('.) ���';;�J S.N. 1 116 S.N. 4 (TO GRADE) S.N. 7 CONT'D' J. •• •. - S.N. 3 (6.5') S.N 7 5TH ST.LIFT STATION No. 3 .,.:, ·, � • . .,.,.�;;; � \ . - • 1t ._ ,.\-' ' . ·�-�; \ ' •• LIJ > LIJ Vl Cl 0::: ca LL. 0 ?= 0 IBID SET 0 z PLAN SHEET Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1/28/26 2022072-01 AS SHOWN Drawing No.: 7 Sheet 7 of 10 45322 Do Not Use Plan Previews for Take Off
't'·!, • ,, � l . l " .,::;.p:-, • NOTE: ALL EXISTING GRAVITY SANITARY SEWERS ARE 8" VCP UNLESS NOTED OTHERWISE. • 1' �·..:- ======�::::;:;::::::::::::::::::::::::::::::i:::::=!!.���� LEGEND EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY GRAVITY MAIN TO BE LINED EXISTING SANITARY GRAVITY MAIN TO BE CLEANED AND TELEVISED - - _._ - - - EXISTING SANITARY FORCE MAIN 10 S.N. 4 S.N. 5 S.N. 6 S.N. 7 S.N. 8 S.N. 9 S.N. 10 S.N. 11 S.N. 12 S.N. 13 S.N. 14 S.N. 15 8 EXISTING SANITARY MANHOLE AND NUMBER e EXISTING SANITARY MANHOLE TO BE LINED EXISTING SANITARY LIFT STATION EXISTING SANITARY GRINDER PUMP 0 EXISTING SANITARY CLEANOUT " PROPOSED SANITARY PLUG VALVE • ,,., .,_,r�, .. -�· ,_,,' .•·� , , ..... ... . • • ' . - • 1\ . -, ' ' ';,.ft' • i-,.,, ' / t'i}f '. 'J... ·� ·/., ' ' . ' • I , ' ' •, �- .. i". - CON ,I l 3.6 ' ) -�-l15 �- S.N.14(375') S. N.11(7) .N.7 -- CORPORATION LIMITS ..3(15.7') .N .5 • > '· . ' , f(, ✓ 1 ;. t - � (I.'., ,, ·, ·"1· ,. ��,�'? --....-.. .- ..,.. - 100 SHEET KEY 4 6 5 7 I I I I ·I '- ,,, : s:.· :· . ' y, "':'·:,;,-, ,· · · ·� ,:. ' �-.. -� i <j, • ....:· �. ¥- ..... "- . � -� ',,,� � • a •- - � �; '� -� -�'".::,, � -:\:� ��.'S- . ', ._.�':-- �("". '. ,._, . ,lo,!. "" ' • � ,.. � " ., ·' -��"" --�: _,.. '�� ·.'.':' �·-�-," '/\' "';_"' ' •. � ' .,,> . . , LLJ LLJ 0::: co 0 0 BID SET D z PLAN SHEET Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1/28/26 2022072-01 AS SHOWN Drawing No.: 8 Sheet 8 of 10 45321 Do Not Use Plan Previews for Take Off
·, . " . • . 1W\0 \ •• �� .,,. ./ :, ' / r" ,, .. . ,,.,, w..-i;,,,,,.rr,,. . , NOTE· ALL EXISTING GRAVITY SANITARY SEWERS ARE 8" VCP UNLESS NOTED OTHERWISE. LEGEND .. ___ ,.._ __ _ 10 e e 0 .. [iQ] EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY GRAVITY MAIN TO BE LINED EXISTING SANITARY GRAVITY MAIN TO BE CLEANED AND TELEVISED EXISTING SANITARY FORCE MAIN EXISTING SANITARY MANHOLE AND NUMBER EXISTING SANITARY MANHOLE TO BE LINED EXISTING SANITARY LIFT STATION EXISTING SANITARY GRINDER PUMP EXISTING SANITARY CLEANOUT PROPOSED SANITARY PLUG VALVE SMOKE TEST REPORT NUMBER (SEE SPECIFICATION) SPECIAL NOTES ; � S.N. 1 CLEAN AND REMOVE DEBRIS IN EXISTING MANHOLE • ' .'(: . 1 -,--:--·, �.,,._ � I ' ""· �� ,i;: S.N. 5 "'-�� '-�"'� 's• • -� , ' "-'llr" . ·,.. ' •• "-..::' .._ � 'MAIN LIFT _ .�STATION No. ,, �, � ; TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING 8'' GRAVITY MAIN if i�[�- S _ . _ N _ . _ 2 -+ (=LE=N=G=T=H�IN�F�T�.) --,--==========:-cc=:c-c-:---r."s. � g CLEAN AND REMOVE DEBRIS IN EXISTING 48" MANHOLE, INSTALL A � � S.N. 3 COMPLETE POLYUREA LINER/ CEMENT REPAIR FOR REHABILITATION £ § OF MANHOLE (DEPTH IN FT.) ���--��==-=-=-=---------=-=-=::-1 :C N INSTALL NEW PRE-CAST CONCRETE RISER RINGS WITH EXTRUDABLE � � S.N. 4 GASKET MATERIAL TO RAISE CASTING A MINIMUM OF 6 INCHES ABOVE � : GRADE OR AS SPECIFIED ON SHEET W 0 � � REMOVE EXISTING FRAME/ LID AND INSTALL A NEW FRAME/ LID WITH : 3 S.N. S EXTRUDABLE PREFORMED GASKET MATERIAL 0 • i � S.N. 6 INSTALL A NEW I/ I PREVENTION LID LINER 3:' ; REMOVE EXISTING FRAME/ LID AND RE-INSTALL FRAME/ LID WITH � � S.N.? EXTRUDABLE PREFORMED GASKET MATERIAL W N � " :S <O REPLACE BROKEN CLEANOUT AND CAP !:!: t! S.N. 8 S.N. 9 ;- i CAP OPEN CLEANOUT N 0 t3 .9 CAP OPEN SEWER LATERAL N � S.N. 10 � £ REINSTATE SERVICE LATERALS (ESTIMATED COUNT) � � S.N. 11 � � POINT REPAIR ON GRAVITY SEWER MAIN S.N. 12 • • 8 � POINT REPAIR ON GRAVITY SEWER LATERAL � ;::J S.N. 13 ' - 3 � INSTALL 8" CURED-IN-PLACE LINER (LENGTH !N FT.) - � S.N. 14 N •. �lL����1N�s;T;A L� L�A�N�s; "�HY�D�R�o�P;H;1L�1c�E�N�D�s�E�A�L=.::::::..:..=::::;;;;.;;;:;;..:;.��!t;...1!l � � S.N. 15 PROPOSED SANITARY FORCE MAIN BYPASS CONNECTION DETAIL "A" NOT TO SCALE ALUMINUM DUST CAP WITH LOCKING HANDLES AS MANUF. BY EVER-TITE COUPLING CO., INC. NEW YORK, N.Y. OR EQUAL N • OTES: CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF EX. FORCE MAINS PRIOR TO ORDERING MATERIALS 6" D.I. 90° FITTING (VERTICAL) 6" ANCHOR COUPLING 6" PLUG VALVE 8" MEGA-LUG 6" ANCHOR COUPLING 8" D.I. SLEEVE 8"X8"X6" D.I. TEE FLANGE WITH 4" MALE QUICK COUPLING ALUMINUM ADAPTER, TYPE FLA AS MANUF. BY EVER-TITE COUPLING CO , INC. OR EQUAL 8" MEGA-LUG 8" D.I. SLEEVE 8" D.I. SLEEVE 6"X4" D.I. REDUCER (AS REQUIRED) 6" PVC SDR-21 8"X8"X6" D.I. TEE • MINIMUM OF 42" COVER FOR ALL • FORCE MAINS FULL DEPTH GRANULAR BACKFILL REQUIRED UNDER ALL DRIVES AND ROAD WAYS • CONTRACTOR TO INSTALL VERTICAL FITTINGS AS REQUIRED EX. GRADE 6" D.I. 90° FITTING (VERTICAL) 8" MEGA-LUG 8" D.I. SLEEVE AJ EX. 8" PVC SDR-21 8" ANCHOR FORCE MAIN COUPLING PLAN VIEW PROPOSED SANITARY FORCE MAIN BYPASS LINE DETAIL "B" NOTTO SCALE EX 8" PVC SDR-21 FORCE MAIN EX. 6" C.I. FORCE MAIN TO BE RETIRED IN PLACE • N• OTES: CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF EX. FORCE MAINS PRIOR TO ORDERING MATERIALS • MI NIMUM OF 42" COVER FOR ALL FORCE MAINS • FULL DEPTH GRANULAR BACKFILL REQUIRED UNDER ALL DRIVES AND ROAD WAYS • I NSTALLED TRACER WIRE WITH FORCE MAIN BYPASS LINE INSTALLATION • CONTRACTOR TO INSTALL VERTICAL FITTINGS AS REQUIRED 6" ANCHOR COUPLING 8"X6" D.I. REDUCER EX. 8" PVC SDR-21 FORCE MAIN 8" ANCHOR EX. 8" PVC SDR-21 COUPLING FORCE MAIN SECTION VIEW "A" 6" MEGA-LUG 6" D.I. 45° FITTING 6" PVC SDR-21 FORCE MAIN 6" VALMATIC PLUG VALVE "C.I. FORCE MAIN EMAIN IN S VICE 6" D.I. SLEEVE 6" MEGA-LUG 6" ANCHOR COUPLING 8" MEGA-LUG 8" D.I. SLEEVE 8"X8"X8" �'---,-,8" ANCHOR COUPLING 8" MEGA-LUG 8" D.I. SLEEVE EX. 8" PVC SDR-21 FORCE MAIN TO REMAIN IN SERVICE COUPLING 8" VALMATIC PLUG VALVE T, CAP AND BLO EX. 6" C.I. LAGOON C.I. LAGOON INFLU INFLUENT SHOWN AS RETIRED SECTI '11,,<r."1;'.:lcROSS HATCHED TO ��r�..._f,�,:-'-, ':"'-i::::':.;�r"7''"'� BE RETIRED IN PLACE 8" CJ. GRAVITY SEWE� bAGOON"EFFLUENT. -�f30:��E�T F-♦-- --; PROPOSED SANITARY FORCE MAIN BYPASS LINE (SEE DETAIL "B" ON THIS SHEET) CUT, CAP AND BLOCK EX. 6" C.I. LAGOON INFLUENT ON RETIRED SECTIONS OF PIPE PLUG INVERT OF EX. 6" C.I. LAGOON INFLUENT AT MH C 8" ANCHOR COUPLING EX. 8" PVC SDR-21 FORCE MAIN TO REMAIN IN SERVICE CUT, CAP AND BLOCK EX. 6" C.I. LAGOON INFLUENT ON RETIRED SECTIONS OF PIPE CONTROL BUILDING t_-7EX. 6" C.I. LAGOON INFLUENT SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE CONTACT K (NOT IN SERVICE) EX. 8" CULVERT TO REMAIN IN SERVICE ·��� -: ,-7_'5::,:'""."l,-_--:---..::: ..,....,,...,,, EAST LAGOON No.2 6 FLUENT STRUCTURE INV. 610.00 OTTOM ELEV. 611.00 OW WATER ELEV. 613.00 IGH WATER ELEV. 616.00 . 619.00 4 5 7 8 ' ci;,. w w co 0 0 BID SET 0 z PLAN SHEET Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1 /28/26 2022072·01 AS SHOWN Drawing No.: 9 Sheet 9 of10 45320 Do Not Use Plan Previews for Take Off
C c , - u� � u _, j � ·;: -� E ,. ! � z ,: 0 • u� � • 0 � @ • � i �' N C w � � � � I �C " � u � � M -- " � � -0 z w N � � 0 � N ' � :'I = � - Q .;;;, �' � � '-<. " � £ � � 0 N : " N � :;; u ;,; "' � • to � '" � C � Q � � -0 ::r u El z N -, ;. al u � - N � • � " • � " r SEWER MAIN 6" SERVICE r PROPERlY LINE SEWER MAIN SEWER MAIN GRADE 7 30 ' W --..._ AND SEAL WITH MASTIC -_,,._ _ _. _ __, /INSTALL VITREOUS STOPPER r I.AW. PECS. -----J COMPACTED l RTH • SBEEEL ONWO T E " r CRUSHED STONE SERVICE CONNECTION FOR 0-6' SEWER NOT TO s&uf F I.A.W. r PEGS. -----j COMPACTED TH CRUSHED STONE SERVICE c6NNECTION , FOR 6'-12' SEWER NOT TO SCALE I 45· ELBOW " r 2% SLOPE PMRAENVHEONLTEERLID, FRAME AND LID INFLOW RUBBER GASKET M 'M A T NH H OS U L E R R L O I D U N A D N I N O G F S R U A MR F E A C F E L US S H . ' . • _, . RELIEF VALVE NYLON HANDLE SA DE TJ U ASNT MD E SNET A LR I NMGASN HWO1 TL HE PF OR AL MY UE R EATNHDA NREU BSBEEARL A N T AS RECOMMENDED BY THE ADJUSTMENT RING MFR. "" i:.. h, '"""'.'.:""'\- --- - SET PRECAST CONCRETE ADJUSTMENT RINGS IN A I : • PREFORMED BUTYL JOINT SEALANT. PROVIDE ' .. •. _, . ... ' '• . .. PEQREUSASL-SEAL GASKET CORPORTATION, "EX-STIK" OR = WHERE AMOUNT OF MANHOLE ADJUSTMENT ADJUSTING RING AND INFLOW PREVENTER DETAIL WISHELERSES ATMI-O1AUNNT2"OFUSREISREUIBSBE2R" OARJUGS™R EEANTETRRUINSGES. PCROEMCBAINSATTlCOONNCORFEBTEOTAHD. JUSlMENT RINGS OR A NOT TO SCALE NOMINAL 1" BLrn'l RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (lYP.) SOURCE FOR RUBBER ADJUSn.4ENT RINGS: 1G-&888H-R8U81B-B9E9R06SUPPLY COMPANY �:'< •==- � i ---,--PRECASf CONCRETE ADJUSTING RING OR fl.ANGE Of CASTING .... GASKET DETAIL t -� RISER RING THCKNESS 2" - 12" LI - ~• · _ ._ . -�· •-·�•c...�·-_· �· ·�·-_· ._·__, __' .· �_, .__· �- � - ·�- r OUTSIDE DIAAIETER 34• OR 35• <I;• , ' • ' LIDTYPDEES"IG8N'' '. • • ' • ,. . , �. PLACE 1" DIAMETER EXTRUOABLE ' , PA DRJEUFSOTRIMNGE D RGINAGS KAENTO M AC OT ENREI,A LA NBDE T W E E N ,,. BETWEEN ADJUSTING RING AND FRAME. ,:'<? " ' • .& � • <:)",!· -·�.i ,. •. ' .. .. , .. d· TYPICAL ADJUSTING RING DETAIL NOT TO SCALE CONCEALED PICK HOLE 2" LETTERS RECESSED FLUSH WITH SURFACE FNREAEMNEAHANFODUCNODVREYR RW-I1T7H80-A "OSRE LAFP-PSREOAVLEI NDG "E QAUPAPLL I C A T I O N 2% SLOPE "SELF-SEALING" APPLICATION MACHINED BEARING SURFACE TRENCH BOX #T8AMPCERDUSOHREDWSALTKONEDE IHNANTDO ½ O.D. + 12" PER SPEC. 11 1 1r1r----;t1 1 1 11 11 11 11 1 1 ACDA J. SUTS TI RA BOLNE VALVE BOX No. 12 AWG, USE-2, RHW-2, OR mRHilH. PSOOIL.YJEDTl-lCYIO..P.EPNEER INWISRUELAWTIIOTNH 45 SUITABLE FOR DIRECT E!URIAL V R&E V W E l B Y O P X E ,, ,, I EXTENSION STEM WIT11 2" SQ. WRENCH NUT A R NO UPPER GUIDE EQUIRED FDR MORE TSHKAANU . 4N' ODTE PRrEnS.T B O X V(4N)._VSE BOX ON FOUR / OUO COMMON / BRICKS / ON PIPE. TRACER WIRE - --,==e!..�������::d!_i. FORCE MAIN :, :..· •� MECHANIC& JOINTS TO ·' :•-�\-- :. _ CONFORM TO AWWA CIII _;-·,:•.:\_;':\· .; '· • ·- •' •• CONCRETE SUPPORT PLUG VALVE AND BOX 4" MIN . NOT TO SCALE MO.IND.. W+ID2T0H" = (BELOW THE BARREL) I BC AOCMKPFAI LCLT E OD R G RE AA RNTUHL A RA S REQUIRED AS REQUIRED 3(B"ELMOINW. THE BELL) #H8OLCE REUXSCHAEVDATSEDTONE BELL GRAVJTY SEWER PVC PIPE BEDDING DETAIL NOT TO SCALE CMOISNSTINRGACTOORR DTAOMAINGESDTALL NEW PVC CAP IF EXISTING CAP IS FINAL GRADE r 12" x 12" CONC. ENCASEMENT (4T"YPO.)R 6" RISER -� CP IOPNE T RUAPC TTOOR ATNOO RI NE PCLLAUCDEI N GE X IFSI TT TI NI NGG DAASM ANGEEEDD EPDV C SEWER MAIN " r " r S E RFVOI RC E1 2c' l+ NS EN WE CETRI O N NOT TO SCALE i *NOTE: MIN. 48" AT PROPERTY LINE, HOWEVER CONTRACTOR IS RESPONSIBLE TO DETERMINE MIN. DEPTH REQUIRED FOR CUSTOMER SERVICE LINE BY OBTAINING ELEVATIONS OF SEWER LINE LEAVING STRUCTURE AND ACCOUNTING FOR DISTANCE AND MIN. SLOPE REQUIRED 34" OR 36" (RDI NEGP E SNEDCETNI OT NU PI NO NU SOE.)D . O F MANHOLE FRAME AND COVER DETAIL NOT TO SCALE FROM CUSTOMER ... WFITYTEINOGR (T9Y0P'-.) � -+ TO MAIN LINE SEWER 4(T"YPO.)R 6" SEWER LATERAL REPAIR/CAP SANITARY SEWER CLEAN OUTDETAIL NOT TO SCALE CDl .AETAER LOYF VIINS SI BTLAEL L AF RT IOOMN TGOR A BDEE MANHOLE FRAME AND COVER GRADE �Ac------EPNOTLIYRUERTYEAOCF OAADTIJNUGS TSEHDALRLINEGNS COANMDPASS SUPREFARCESPPERCEIFPICARATAITOIONNS INSTALL OBIC ARMOR 1000 AROMATIC POLYUREA COATING, OR EQUAL FOR A COMPLETE AND WATERTIGHT MANHOLE LINING SYSTEM J O FI NI LSL ABNUDG HOOTLHEESR, VAOI RI DPSO CWK EI TTHS , MFAANI LUEFDA C MT UORTEA DR - - - - - - , RECOMMENDED REPAIR MORTAR OR MINIMUM MOTRNTEAMRCECRERTEEP·fAI-R4"MOINRTAR SERIES 217 J\" TO ¾" LIFTS l-l---11-5" ALL EXISTING AND ACTIVE -�1 S E AILNEFDI L TWRIATTHI ONNOPNO-ISNKTSR I NSKH AGLRL OBUET PRIOR TO LINER INSTIUATlON PRE BC R AS IC T K C MO A N N C H . O O L R E- -' -.I �F L OOWF LTI NH EE • • INCOMING J .. � SEWER SIZE v . d �=====::::'.+===:'.::'.:=='.:'.::==�· 6' PRE-CAST CONCRETE OR SECTION "A-A" POURED IN PLACE CONCRETE MANHOLE BASE NOT TO SCALE FORV AE MR LE A PC OFNRNAEMCET I OT NO S .T UCRONAOTLI N/ TG F SOHR A LLLI D ----- -PMRI NE.C A-S T1 2C"O NMCARXE. T ES E AE D AJ UDSJ UT MS ET INNTG RRI NI NGGS D2E"T A I L EXISTING MANHOLE STEPS MO FA N SHTOELPES L (I NI FE RA PTPOL I CE ANBCLOEM) PTAHSES SBTAESPES THEMSELVES MAY REMAIN UNLINED PMVC R A P O N / T H R O U P L D V E C I N L G I P N I E C P R I E P P T A O S L IN E A N P ER P C L OI O M C R P A B A E L S E X S I S F T O IN R G A COMPLETE ANO WATERTIGHT SYSTEM BSTOAOINT LECSLSAMSPTEEL PG RI PEPV I OL IUNSELRY INSTALLED GE XRIASVTIITNYG S8E"W-E1R5 • M AV ICNP ( T Y P . ) RUBBER BOOT WITH EXPANDING EXISTING 8"-15" VCP BAND FOR WATERTIGHT CONNECTION GRAVITY SEWER MAIN (1YP.) (TYP.) "A" L_ • B Y FPLAOSWS PL IUNMEP ITNOG ,BEF L OL IWN-E DT H RWOHUEGRHE PLUG, OR OTI--IER FLOW ELIMINATION MF LCOT WH O DC A NI SN OUTS EBDE. IENN TMI RAENLHY O LEEL SI M I WN AHTEERDE, THE CHANNEL MAY REMAIN UNLINED, r 1- ·-. -t I ' . I I l • . --r-CIPP LINER CIPP LINER "A" SBTOAOINT LECSl.SAMPSTEEL NT OO CMOAMN PH LOELTEI OSNH AOLFL GBREA VLI TI NYE DS E PWREIRO R MMTH A A A N IN T H O C A L R IP E E P IN S L CC IN H LI U E N D D G E U L S P E H D IP O EU F L O C D R O T N C H N I E P E PCT IONS LINING IN THIS DMSION TYPICAL MANHOLE REHABILITATION DETAIL EXISTING PAVEMENT NOT TO SCALE 12" WIDTH OF EXCAVATION 12" MIN. AS NEEDED MIN. ® © UNDISTURBED MATERIAL ® © MINIMUM BITUMINOUS PAVEMENT PATCHING SECTION SHALL BE 660 I/ / SYD. 165 # / SYD. BIT. SURFACE 11 ON 495 # / SYD. BIT. BINDING MPSINIIMAUIRM ECNOTNRACIRNEETDE PAVEMENT PATCHING 6" 4,000 FIBER REINFORCED (CBO"M PF OA CRT EADS PI HN AOLOTT; 6N"o . F 5O.R3 SC TOONNCER E T E ) No. B CRUSHED STONE PAVEMENT PATCHING DETAIL NOT TO SCALE EXISTING PAVEMENT LL.I > LL.I Vl Cl 0::: a:::i LL 0 z � 0 IBID SET TYPICAL SEWER DETAILS Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date; Project No.: Seate: 1 /28/26 2022072-01 AS SHOWN Drawing No.; 10 Sheet 10of 10 45319 Do Not Use Plan Previews for Take Off
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