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HomeMy WebLinkAbout2015 Water Renovations - S Willson �3n��0NTAN,y ucA J. kyR 2015 WATER RENOVATIONS > 1 „A . DRA1rN BY: KMG CHECKED BY: CITY OF BOZEMAN MONTANA APPROVED BY:_ DATE: 2-12-2016 148 13 ®z cc a \� o� ........... ....::: RECORD DRAWING z _ � _ — L_. J - (rya _E.Griffin Dr. Griffin D .` ` Wheat Dr. ROPOSED L ` > ORK AREA N �, o >< Teehaahe Lan. eO}r'<oe Pier � st. � � 883 � w �a8a ` oo. I ' y Baxter Rd. MillieCo. d z F1 St. m $ Birch St. a H.mlaak St. o LEGEND � St,Ier MARCH 2015 ' St. ' ' Juniper St. ❑ •❑ E%ISTING GAS LINE Sl Ny Tamarack St. Z -® �P II,. Z 1 ' L ❑L][:]❑ ' ' EXISTING STORM DRAIN I 2 Tercace w. ' Ll I Ott S ❑ t.❑❑❑❑0❑❑❑LJ EXISTING WATER MAIN o f 1, Z GENERAL NOTES `�1• G ^�, ` INDEX EXISTING TELEPHONE LINE ®❑❑ ® ;lu.T St. a �an9 q 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA 4l+ PUBLIC WORKS STANDARD SPECIFICATIONS,BTH EDITION,AND THE CITY OF BOZEMAN S ridle S < q, EXISTING OVERHEAD POWER MODIFICATIONS TO THE MONTANA PUBUC WORKS STANDARD SPECIFICATIONS,BTH $ + - Sr, EDITION, INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. COVER SHEET C7 r- - Villa St. i Dovis St ❑❑ ®I©� a 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN ET. BY MORRISON ONCOLN 5T. STA 0+00 TO 3+48 W1 rt EXISTING UNDERGROUND POWER Z i Z MAIERLE,INC.ALONG SOUTH WILLSON AVENUE AND LINCOLN STREET. SURVEYING ON WEST BABCOCK STREET WAS DONE BY C.O.B.ENGINEERING STAFF IN 2015. W.Beall ❑��❑©�7� 11I���L�pr �� L St. S.WILLSON AVE. STA 0+00 TO 5+80 W2 _ __. _n• EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT Men enh li ��[ ��❑❑❑❑ 3. THE LOCATION OF EXISTING .TIES SHOWN SHOULD BE CONSIDERED APPROXIMATE S.WILLSON AVE. STA B+BD TO 11+20 W3 ®®®� C AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE i CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING S.WILLSON AVE. STA 1t+20 TO 16+BO W4 EXISTING SEWER MAIN ��©©DO❑❑❑❑❑�❑❑❑� l CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT W. M n St. EXISTING UTUTIES. S.WILLSON AVE. STA 18+eD TO 22+ao W5 ® b O k St.�� ❑❑❑ ❑ < 4. EXISTING WATER LINES SHALL W FIELD LOCATED PRIOR TO PLACEMENT OF NEW S.WILLSON AVE. STA zz+oo TO 27+4o WB sss EXISTING SEWER SERVICE Babcxk St.y < WATER ONES.ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF iS gg THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS. S.WILLSON AVE. STA 27+40 TO 32+80 W7 PROPOSED 8'WATER MAIN E®®m a® n ~ ❑❑❑❑ ❑❑ Ilve St. 6 U 5. ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE S.WILLSON AVE. STA 32+80 TO 37+30 W8 y < e 1: u .. WITH THE PROJECT SPECIFICATIONS.TEMPORARY WATER SERVICE SHALL BE PROVIDED TO F-1 $ S ALL CUSTOMERS AS SPECIFIED IN'TEMPORARY WATER SYSTEMS'-SPECIAL PROVISIONS. S.WILLSON AVE. STA 37+30 TO 42+30 Will - - RIGHT OF WAY ❑❑❑❑❑Cu .St®❑❑❑� Curtiss St. C' $ SEPARATION S HALL IBE MAINTAINED BETWEEN THE NEW WATER MAIN AND ENISTING 0 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL CROSS STREETS W70 h v ❑ ❑ ®©� < < E 5 SANITARY SEWER MAINS OR STORM DRAIN MAINS,UNLESS OTHERWISE SHOWN ON THE N. ROUSE AVENUE WATER SERVICE INSTALLATION W71 EXISTING WATER SERVICE I�—ryI 6 Y+ P r'r❑❑❑ St �� i6 m Bogert PI. M PLANS OR AS DIRECTED BY THE ENGINEER. - — — — — — _ O C WATER DETAILS SHEET D1 ��� 7. ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED TO THE CITY OF BOZEMAN OMITS OF EXCAVATION [7] Wr�m i Ick so St. ��� Story St. WATER DEPARTMENT. CURB REPLACEMENT STA 1+00 TO 12+00 R1 L 8. MAINTAIN A MINIMUM OF 8.5 FEET OF COVER OVER THE NEW WATER MAINS.WHERE CURB REPLACEMENT STA 12+00 TO 24+00 R2 ® PROPOSED STORM DRAIN INLET MINIMUM COVER CANNOT BE OBTAINED,PROVIDE INSULATION BOARD AS DETAILED ON ���� �� ©DBE S PROPOSED THE PLANS. CURB REPLACEMENT HARRISON h ALDERSON INTERSECTION R3 EXISTING SPOT ELEVATION m ❑❑ ❑ ❑❑ oIi e�St. ❑O� m WORK AREA B. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE CURB REPLACEMENT DETAILS R3 a ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE �!s� [T] O ©❑ � ENCOUNTERED. CURB REPLACEMENT STORY k KOCH INTERSECTION R4 `� PROPOSED SPOT ELEVATION _ 10. THE WATER SERVICE LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE W. BABCOCK ST. STORM DRAINAGE IMPROVEMENTS SDI Q U Grant Ice Pond Rd. DETECTABLE WARNING SURFACE ❑CI V an SS CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EACH SERVICE PRIOR TO hamber INSTALLATION OF THE NEW WATER MAINS. ie Dr. lain Dr. Cle 1.1E PROPOSED GRADE LOCATED THE SANITARY SEWER AND STORM DRAIN ONES SHOWN ON THE PLANS ARE Mortis �-' I8aD4L�SJ LOCATED APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH .--I OF THESE LINES,WHICH VARY IN SIZE AND COMPOSITION. 0.7E EXISTING GRADE C W.Garfield St. .--- Montana °r �❑ 12. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS, SERVICE LINE KEY N EXISTING CATCH BASIN N Cn OR OTHER FITTINGS TO COMPLETE CONNECTIONS.EXISTING WATER LINES VARY IN S COMPOSITION AND MAY BE D.I.P.,C.I.P.,OR OTHER MATERIALS.ALL JOINTS THAT ARE ❑� < NOT SUBJECT 70 THE PRESSURE TEST SHALL BE VISUALLY INSPECTED UNDER LINE EXISTING CURB STOP PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR TO BACKFIWNG. < N 13. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON EXISTING STREET SIGN a Q THE PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ADDRESS vi Lincoln Rd. State $ Linc St. Q m ENGINEER OR HIS REPRESENTATNE PRIOR TO MAKING ANY CHANGES IN THE WORK. EXISTING FIRE HYDRANT ut a uS H 14.THE CONTRACTOR IS RESPONSIBLE FOR ALL JOSSRE SAFETY FOR HIS WORKERS XXX 0 o L � AND THE PUBLIC.ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE YZ Gj CONTRACTOR FOR HIS PERSONNEL EXISTING STREET LAMP a 'J (C/^�'' •� SIZE :UN TYPE wag a' o University f �` ,r��H ® ' E ; 15.THE CONTRACTOR SHALL PROTECT ADJACENT PUBUC AND PRIVATE PROPERTY FROM 7-UNKNOWN 7-UNKNOWN ' ' Cf U Y DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. !� PROPOSED FIRE HYDRANT i C�OPAST I �Cdn+d N' 18. EXISTING PIPE THAT IS ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED C.I.-CAST IRON mmiC D.I. -DUCTILE IRON s man r. � WITH CONCRETE AT ALL OPENINGS. EXISTING SEWER MANHOLE SHEET NO. 1 GAL GALVANIZED 17. NON-COPPER WATER SERVICES UNCOVERED DURING CONSTRUCTION SHALL BE I.S. - INSIDE PROPERTY C ��a1 Dr.K a g y Blvd. ' t1oG rr•• ' o^ m a REMOVED AND REPLACED WITH 1'MINIMUM COPPER SERVICES TO A POINT THAT O.S. OUTSIDE PROPERTY EXISTING WATER GATE VALVE 1 EXISTING COPPER IS ENCOUNTERED OR THE METER,WHICHEVER COMES FIRST. PIPE 1 SHALL BE 1'MINIMUM BETWEEN THE MAIN AND THE CURB BOX. ,�y, w PROPOSED WATER GATE VALVE ty/y,g, WITH VALVE BOX. OF 18 �/ _s i i �3�u4�pN�AN1rywA R❑ A J. RECORD DRAWING SOLID SLEEVE 1'SPOOL ` °I1J X\ wS1t ca 6"x8" Qnulnmm�lmmm` BULL HEAD REMOVE EXISTING TEE 8"G.V. CURB STOP, ABANDON Z DRA1rR BY: Erc EXISTING SERVICE IN PLACE 00 CHRCXRD BY: 4'SPOOL ^I J APPROVED BY: J DATE: 02/10/16 Scale: 1"= 20 0 10 20 40 STA 1+30 INSTALL NEW 1" COPPER SERVICE (LEFT) ABANDON EXISTING SERVICE ® MAIN INSTALL NEW C.O.B. STANDARD AFTER NEW SERVICE IS IN USE / _I PLUG INSTALLED I _ CURB STOP STA 3+29 INSTALL 8" 11.ND s rn IN SADDLE(A IT) I — MJ HORIZONTAL BEND q6j6 - I O �+ 113 l) z 0 — 5 w" F WATE MAIN < � SEE SHEET "W2 OR�; ) _ W ss - ' e N WILLSON AVE. ss , I �3 �'.... ---`^'-:: _ 1 s � m ,n _ IMPROVEMENTS 0 S. S 3+25 n: Y _ 8"SOLID SLEE (A.B.) f 37' LINCOLN ST. _.. _.. P OHP _ _.. / z° o° � 96 ag .. 50 4 \P\ o B 00+ 2+00 ( _ I.. 3+00 HP 50 P ON z N 3 c1 m 1"GAS SERVICE e 2'TO 4'BURY(A.B.) STA 0+04 CONNECT i -'ws _ EXISTING CENTURY LINK FIBER OPTIC TO EXISTING 6"CAST IRON MAIN W/ w,i & PHONE SERVICE XING P7 t• 6x6x8" MJ BULLHEAD TEE, W s'BUIty(Ali) 8" MJ GATE VALVE W/V.B. & I > w m Gs CONCRETE THRUST BLOCK Q STA 3+41 q 0. zdz ALL ADDITIONAL PIPE & COUPLINGS 0+50(A.B LD .) CONNECT TO EXISTING 6" CAST IRON a I d REQUIRED TO COMPLETE THE WORK Q STA0+08 I I O I �y MAIN (SOUTH) W/ 8" MJ D.I. TEE, Z m SHALL BE CONSIDERED INCIDENTAL INSTALL TEMPORARY 2" CORP STOP O w TO THE CONNECTION I F FOR FLUSHING & TESTING PURPOSES 8" MJ GATE VALVE W/ V.B., W X w IF REQUIRED. REMOVE & PLUG AFTER 8"x6" MJ REDUCER & CONCRETE THRUST BLOCK �.7 TESTING. ALL ADDITIONAL PIPE & COUPLINGS e I I ss ss e I�-1 O REQUIRED TO COMPELTE THE CONNECTION z w •° :. SHALL BE CONSIDERED INCIDENTAL N _" w N m TO THE CONNECTION.. I'' i \ I W w w a E m 4884 4884 PN TYPE A BACKFILL HORIZ. SCALE: 1" = 20' STA 0+04 - 3+41 INSTALL 337 LF VERT. SCALE: 1" = 2' 4� ICI yo"A 8" CL51 D.I.P. A7 en RESTRAIN ALL JOINTS 8 4882 — 4882 ao iI 2 F 4880 N — /\ 4880 STA 0+21 STORM XING,_--INV. = 4878.90 wa \ EXISTING GRADE �n OQ 00U VL f 4&-MIN--- � �o \ 4878 4878 23"(A.B.) O ` � o U Y 4878 ` ` m 4 3 487E aw� ir a= >r, O zp3Mo d + 4874 - m D op o i 4874 uio w $ ¢��wo F+i o W �o amp w zwI,< N� N 0 F � w a�' n o x it PRQYIDE INSULATION w p=m z z z _ O � , a w>�'p z IF DEPTH-.,QF-COVER IS m U z o p z O 4872 •p rn o �+3 - d m o 4872 z ¢ LESS TITAN 8:5'-_(TYP.) o m p w p + x�Z o o o .SEE DETAIL SHEET D-.1 6 e F, �I-Z m�+ W y O p p Z in VI-i Z w�UpQi ?UW^yW� TWO SHEET INSULATION FROM OFm mw x�2ZOF-< STA 0+04-D+80&SINGLE SHEET < �¢ KSOp W �¢-w mj15�nl-; INSULATION FROM STA 0+80 ` ;mHpU1 H' r () E— w�m�Inm wWr •FwW 1+10(A.B) YE-4 4870 zb>¢z�o �oo LL1 o ` _ Z C/1 Q 4870 Z p.3O?IS0 y..jmV Yz owzo3w + j z;pm�3coi ¢=z oJ� m �ow 4868 ¢ 4868 n/1 r� z ¢ < < ¢ ^ 486E— 486E 4864 4884 SHEET No. 2 o�o 8om69 mm� m eov m Is $m$o SmSm mm se m ���� mm°m n�m mmm ro 2. mo o $m moi6 m6 1616 nn ommv m�m oma e � va oa � e m � o� ve ea vv -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+50 3+80 4+00 w 1 OF 18 .a00NTA%yq"ga RECORD DRAWING g-z� 310 R Scale: 1"= 20 ru \ _ 7 0 10 20 40 �auNmmn� \c SEE SHEET "W1" FOR WATE MAIN ABANDONED STA 5+77 CONNECT TO IMPROVEMENTS ON LINCOLN ST. EXISTING SERVICE LEFTW y O I - WATER SVC W DRAWN BY:KHG FOUND IN TRENCH N CHECKED BY: STA 4+85 INSTALL 8"x6" MJ TEE O J 13 LF 6" D.I. LEAD PIPE& OD APPROVED BY: o 6.5' BURY HYD. ASSY. LEFT + DATE:02-11-15 1+75(A.R.) 30 LF OF CURB REPLACED STA 1-6 CONNECT TO FROM STA 1+g0-1+90 STA 2+75 FF \ EXISTING SERVICE LEFT (A.B.) NEW i"WATER SVC N a 1`\ 0+73(A.B_) a6_ STA 4+7E INSTALL �I \� ( ) 8" MJ GATE VALVE W/V.B. \\ STA 0+76-INSTALL 1425 TO STA 4+27 CONNECT TO i' W STA 2+36 CONNECT 8" MJ GATE VALVE W V.B. EFi E%ISTING SERVICE LEFT Z a ' y a STA 3+56 CONNECT TO 4+66 A.B UJ r E%ISTING SERVICE L EXISTING SERVICE LEFT STA 4*61_(CONNECT O,pp x a 4 3/4'C-- "• 9 1409 E%IS1405 TNG SERVICE LEFT GRANC T/ 4�;4L\3 a 0z3 3q^ >a. y - -- W a CIAL---- NRE T&W 15.5(A.B� I48741 °3� yaeo —/ G SS9 " 9e4 6'BURYJ z N sss 77''6"BURY %— ,f, REPAIRED w s Z I `�. STA 1+59 H / —f- S. WILLSON AVE. - 15 RCP PIPE XING 4873 _--�-� SSS 872 FERNCOS an 2.1'BURY(A.B.) _L / 6'BURY s / STA 4+82 p p — m / I REP9IREg fA.B�j E '� a G.V. 1�48"I� (AB.) g8T0 W curse N m ABANDONED--- _ ( _°... • — m A.B.) 4 3 � • w u 4a7z 0+29 CONNECT TO EXISTING 6" .I. 4876 n I I - H / q MAIN (SOUTH) W/8 MJ E, I�� I d 8" MJ GATE VALVE W/V.B. 1430 , --" C) I o STA 0+95 CONNECT TO �' ^ °a ° „ �' " \ EXISTING SERVICE RIGHT 8"x6" MJ REDUCER & 3/4"C 1422 \.. CONCRETE THRUST BLOCK 3/4"C 1408 1402 - k1 i 5 w ANY ADDITIONAL PIPE& COUPLINGS _ 3/4"C 3/4"C / 5+47(A.B.) �7 z REQUIRED TO COMPLETE THE cra-� n1 INTALL_8" "�+' STA 1+97 CONNECT TO STA 5+48-INSTALL E- S z p d m CONNECTION SHALL BE � �NTAT-RFNii� E%ISTING SERVICE RIGHT STA 4+07 CONNECT TO 8" MJ GATE VALVE W/V.B. 1--1 :d o CONSIDERED INCIDENTAL TO THE NOT INSTALLED(A.B.) EXISTING SERVICE RIGHT W W N ro CONNECTION I STA 4+46 CONNECT TO o p o EXISTING SERVICE RIGHT W P7 �+ z E z a TYPE A BACKFILL m STA 0+46 - 5+80 INSTALL 534 LF HORIZ. SCALE: 1" = 20' 4876 4876 8" CL51 D.I.P. VERT. SCALE: 1" = 2' II' +0 z — _ RESTRAIN ALL JOINTS 3 Y0 I I v 4874 'a, >w 'a, 4874 I -3¢dozU� N EXISTING GROUND z o a 3 o ¢w�0 - — — — -�� - ~~ Ua wZ(nNW x Ol II 4872 w — — t ._ — > > = 4872 •� zmo¢ioF N z o o ` 3 x z N V1 �wwUarO mz s.O ~ m —J O f —O W Jr O�U G U w H ¢ oz� a m --z z w pw fn 4870 O z - + 0 0�0 4870 O ¢ x i a i i rn F- ¢ n z w Q In ai + o 5:1 _ In to x + z z w w ¢p 4868 rn - - ;° o o o m z z z s� W I 4868 + + U rn m 0 Ld Q N a m + z Z O O _ ¢ + + Q� J O `z + d W L(0 4866 SSS — — — 4866 w Z E a w O Q OVIDE INSULA az z O IF OVER IS \ INSULATION FROM LESS N TYP.) SSS \ 0 d 'z U z + 4864 STA 1+60-STA 4+10 DETAIL SHE O ���\` + 4864 W O O IA.B.) sss G ��� �� __ < W o a a E- S ss INSULATION FROM 4862 STA 4+48-STA 4+78 - - 4862 (A.B) Fn 4860 4860 u J r� m m m m ro m m m m ni m m _ m m 0 Q a d _ io. uoi 4858 4858 0 O O O O O O O o p o 0 0 0 o F 48 �<�d yoyyVf yyeQp thaA ttchspp] daVv ~Na r[v �vMv N1oN1e� 0Ae0ah �h aND aNs Me c°v9i ~r r �vi�vi rnv� rr fp t0 QV t mQ N t t+f _�_� ~O p�pQ> qooIA p� mro rn ~�Q t0Q NNrQ OQmQ)OQAI tQNh tQNh �mCV I mafV NCN<1 NNlVVJ NV(V NtOV ~lt�hh MtN7 onW�n ~�IV`WA lWhh tWAh Wm"� NO�DNm� r1�r1� I�I�Q�AlQ NnNr pp�0e 4856 SHEET No. 3 'a <Gm m elm14A aeh e < Vo r rr o cli 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 OF 18 �0NTANq FULL 16'SPOOL I ° III ; Z STICK RIBJ, I x IJfR13` STA B+BB INSTALL 8"MJ TEE & Ld Scale: 1'- 20 8" MJ GATE VALVE W/V.B. 3 0 Vl RECORD DRAWING _-_� 23 8.. O CONNECT TO EXISTING 6" MAIN RIGHT W/ W RED. 8"x6" MJ REDUCER & CONCRETE SEWER SERVICES ON THIS W 0 10 20 40 - pnonunm on�o"�`+a° THRUST BLOCK to �RE�&��NG ANY ADDITIONAL PIPE & COUPLINGS REQ. BLOCK WERE COMPOSED OF TO COMPLETE THE WORK SHALL BE CLOCK OF THE WATER MAIN DRAMN BY: EMG CONSIDERED INCIDENTAL TO THE CONNECTION 8 ORARGEBURG PIPE HEADING W OD STA 8+43 INSTALL 8"x6" MJ TEE ��_-- VALVE BOJL_ TOWARD THE HOUSES(A.B.) N CHECKED BY: + STA 6+14 CONNECT TO 13 LF 6" D.I. LEAD PIPE& I '- STA 9+89 CONNECT TO IA EXISTING SERVICE LEFT -- - APPHOVED BY: r T BURY HYD ASSY. LEFT 04 DATE:02-09-15 EXISTING SERVICE LEFT STA 7+22 CONNECT TO STA 8+38 INSTALL + EXISTING SERVICE LEFT 8" MJ GATE VALVE W/V.B. e+05(A.B.) STA 8+09 CONNECT TO �I STA 9+fr7-INSTALL STA 10+24 CONNECT TO STA 6+81 CONNECT TO EXISTING SERVICE LEFT 8" MJ GATE VALVE W V.B. EXISTING SERVICE LEFT ~Q~ Z EXISTING SERVICE LEFT N .STA 9+38 CONNECT TO N 7 STA 7+72 CONNECT TO B " 1319 EXISTING SERVICE LEFTA X SERVICE LEFT STA 10+66 CONNECT TO E I NG U 3/4 3/4"C 1309 1313 1305 w I mm EXISTING SERVICE LEFT iSA 0+05 INSTALL 12"x6" MJ TEE -- m 9 LF 6" D.I. LEAD PIPE k H ,- o"C;.rn n r 3/4^C 1301 �� �' o 1221 a o • - -._`- -�-._. C Q 3/4'C 1217 ;.�, 1 7' BURY HYD. ASSY. LEFT z 3 (A. - , - 4871 16.4' __ FOUND BAND COPPER HA 7+00 15.6' 9+00 11+00 ti� ^ e - sea I _ � _ � � ST�8+20 A __ _ ` "F V '� � 1�-" 5 '✓ �1�� s - - - § ) M w STA 10+85 — SS (A.B. REPAIRED AN l SA B)0 E FERNCOS j WILLS AVE. ` A.B.) N 4866 a sa I C I "1\1322 4565 - 866 I � r - - fl\ ' ., 4/ C 3/4^C '~ 316 1312 JI 1, 1308 y { 1222 b86 rOL I Q 3/4^C 3/4C 3/4„C 30 5/8"C v' 4865 12/16STA 312 -\\ I p EXISTING SERVICECT TO RIGHT STA 8+74 CONNECT TO C \ J ` --- 7f? -". /8"C n \4865 � STA 6+03 CONNECT TO EXISTING SERVICE RIGHT STA9+40 E CONNECT TO ISTIFI� CONNECT TO STA 10+19 CONNECT TO / E7 d m EXISTING SERVICE RIGHT STA 8+13 CO _ 1 ,ESC S�ILI�'ICE RIGHT STA 10+68 CONNECT TO EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT / ~ z 04 ` o STA 7+54 CONNECT TO EXISTING SERVICE RIGHT N m pq EXISTING SERVICE RIGHT x z E- w TYPE A BACKFILL e y N STA 5+80 - 11+20 INSTALL 540 LF HORIZ. SCALE: 1" = 20' �Q'1y IINr'7.p _ 8" CL51 D.I.P. o 4870 -� ` RESTRAIN ALL JOINTS VERT. SCALE: 1° = 2° 4870 o II�o+pl 8 _ _ w R7 a0 N _ ; a W z W 0 ~ 3 4868 Ad 4868_ o F c — — II 4>Ad dW II W UV C> W 4866 w w - z N io x _ — ci ~=\X m W 4866 �j I w ? > m o �-1 w W W x X 3 n� J o w J _ - - - _ — _ \ N O z z ^� z< — — + 4864 S w ci + z3 z aC, a _ 4864 L n z z o _ � 0 L tp + n U OU W iD m b O N SSS + ao y- z z � in a o N S S a .n SSS �Ys o z * o y(. m y a x �n o o - w W O -. C� SSS SSS 0 SSS z w '1 a w x z uo '� w Z 4862 4862 r F c z z SSS J 1-n w z .1 6.5' MIN. COVER o v1 n p z za_ 000� W w o �j d + ti + 0 z na tom n z z V r/T�, G r a +� mzja� mz o o z z w ~ W z F 0° m + aJ rQ-z=}z� 0 0 SSS z o z z 4860 rn 0 4 N o v1 r a to m m SSS O1 pa * 0 O 0 4860 F + N 0 SSS } �. '"z' Z co _SSS �..( O + U) In 4858 SSS 4858 E- 4856 4856 u J r� 4854 4854 O a a a < 4852 4862 [) O O 00 00 O O O O ti F ct�� uupp eepp yN� pp q p� NN pp mm �p mmTic �p�p mmSHEET No. 4 . N �q Nh �f.f mm00 tD� l�I� N� Mlh NN 00 �aD I�I� �m NN 00 OlW rn NN � a�D OWD �� t0{O aD a^D a�D-q IR-q 1� �(1N MM NN NN 00 00 00 00 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+00 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11 OF 18 _ NTANrgirn FULL- `--16'SPOOL F N STICK \ a \ a o 3 Z RG�B J. I� 3'J� STA 8+88 INSTALL 8" MJ TEE & d -* RaQ YR.*_ RECORD DRAWING $ccle: ,'= 2D z 6" MJ GATE VALVE W/V.B. 3 > y, 1 •1 c 8"x6" CONNECT TO EXISTING C" MAIN RIGHT W/ '�'@ysT0169 RED. 8"x6" MJ REDUCER& CONCRETE Ld AL Ld 0 10 20 40 - ..-._._ -._ SEWER SERVICES ON THIS W nNunulmm�nr w THRUST BLOCK uJ ANY ADDITIONAL PIPE& COUPLINGS REQ. BLOCK WERE COMPOSED OF N TO COMPLETE THE WORK SHALL BE CLAY EAST OF THE WATER MAIN DRAWN BY: KNG W STA 8+43 INSTALL B"x6" MJ TEE ',REMOVE EXISTING 8 ORARGEBURG PIPE HEADING W p CONSIDERED INCIDENTAL TO THE CONNECTION W VALVE BOX TOWARD THE HOUSES(A.B. N CHECKED BY: 0 STA 6+14 CONNECT TO 13 LF 6" D.I. LEAD PIPE& .I� STA 9+89 CONNECT TO 10 EXISTING SERVICE LEFT APPROVED BY: 04 Q T BURY HYD ASSY. LEFT EXISTING SERVICE LEFT � STA 7+22 CONNECT TO STA 8+38 INSTALL + DATE:02-09-15 EXISTING SERVICE LEFT 8" MJ GATE VALVE W/V.B. 9105(AH) I STA 10+24 CONNECT TO Q m STA 8+09 CONNECT TO STA 0+07INSTALL Z STA 6+81 CONNECT TO EXISTING SERVICE LEFT �' I 8" MJ GATE VALVE W/V.B. EXISTING SERVICE LEFT F e J EXISTING SERVICE LEFT STA 7+72 CONNECT TO I ¢ 9 STA 9+38 CONNECT TO = 319 1313 EXISTIN SERVIC LEFT °-- EXISTING SERVICE LEFT STA 10+66 CONNECT TO EXISTING SERVICE LEFT DCJA 0+05 INSTALL 12"x6" MJ TEE U 9 1 \"3.5 - �� �� ! Z 9 LF 6" D.I. LEAD PIPE& ?"C"{A B) - 1 rn ?"c 1 a 1221 1217 - 1 = T BURY HYD. ASSY. LEFT z 3/�-� _ 13� _.. " 211aW pC, 164 �r, 4 1 �� OUND BAND -. n a s '*' '� COPPER SVC l 9 00 m g®g ro 0 C r STll,8+20 z SS$(A.B.) REPAIRED NV n ° i a In rn STA 10+85 —ss>� g969 I SCH.40&FERNCOS rS. WILLSON AVE. \ I A.B.) ro I = 6E s — � 4865 soi- II o — __ ia_- .✓ p5e F - as ov _ ur ru u 4865 1316 � 3/4"C 1312 F,. 1308 - 1222.1322 A STA 6+53 CONNECT TO 0(. \ 3/ 5/8'C - C Z I d 3/4"C 3/4 C FF.. "C s �j _ 4865 r. N - - - Z om EXISTING SERVICE RIGHT STA 6+i4 CONN CT TO �� - - / - l O STA 6+03 CONNECT TO EXISTING 4P'��I STA 10+19 CONNECT TO T 4865\ W X w EXISTING SERVICE RIGHT I� +40 CT TO STA 10+68 CONNECT TO E"1 ,z., EXISTING SERVICE RIGHT STA 8+13 CONNECT TO �/ C RIGHT EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT STA 7+54 CONNECT TO EXISTING SERVICE RIGHT U W W pa m o p o EXISTING SERVICE RIGHT ►� z Ey x I w TYPE A BACKFILL +, N STA 5+80 - 11+20 INSTALL 540 LF HORIZ. SCALE: 1" = 20' _ 8" CL51 D.I.P. VERT. SCALE: 1" = 2� sv� ICI yo 4870 W -� ` _ Y RESTRAIN ALL JOINTS 4870 pN pMp In cp _ _ rwi o °o it ti _ N y — m 3 4868 — _ z aesa o pro t >w w In U \ ~ 3 O Op X U W 4866 x _ z 4866 Z z u o x z '� n N m i~ 3 cwi — ._- \_`___ Xh O J z0 z U r- F < o w 3 a w m J 4864 2 0 o z w w a+o r z o c0i + rn cwi J' a 4864 C� 0 d ° z z r F x F Oz w z >K C- ¢ * N d z W h H 3 m^ d� X X F U I �_ SS r SSS '° + + =Q' o z A r- y. v�i a o w z w N F m SSS SSS SSS 0 o T, w w 1 m Q ¢x Y z o x rn Z O o SSS z �' w 4862 O -.C\2 4862 N N N zo z SSS iii zp J000 w r- 6.5' MIN. COVER o J d + n ^ 0 0 a m o w 1. z z r of = 7 z z +� mONam m3 0 * '-' i El m ro ao ¢z¢r a 0 SSS z o z z I�--1 z I p + ¢ cTz w o o l� z N O 0 ¢ ¢ m N o In ¢rn m + + T• U o 4860 w " 4 m 4860 SSS N N N m o+ SSS `+° co o f rn ti r ¢ SS a � W O 4858 O a 4858 SSS �-r F-r --—_—--- �A Un 4656 4856 ,^ U 4854 4854 O z < a C l 4852 �C 4852 o H tp cp yN� mm mm pp pp �yy yy ��pp��pp �p mm pp��pp�� mm m p po yy VpV yy SHEET No. 4 lip. NN cgci N N 00 mOG nr t0 tN0, NN 00 O.Omi I�r NN Rd a�pm f0 tp t0 H) aD nN �a�D N�a�D l7 lh NN NN 00 00 00 00 �� mOD Ol� �T Wr 1:1^ mm cl q � �W CAI C) l�0(�O, VV d as ofOiM cT c� nm 5+60 5+80 6+DO 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+00 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11 OF 18 �raa°�j,1NTANgaa" e W RECORD DRAWING gz� Lc) _* R1 ,FR * Kn STA 12+09 W STA 11+23 CONNECT TO Scale: 1^= 20 REMOVE & REPLACE N EXISTING SERVICE RIGHT EXISTING CURB & GUTTER 0 10 20 a0 D = *4ry�mu nA�I AS REgUIRED �- STA 12+47, INSTALL 12"x8" MJ CROSS p „�., SEE SHEET "W10" FOR WATER MAIN IMPROVEMENTS X N DRAIKR BY:]O(G STA 13+88 & 13+94 a ON GARFIELD STREET CONNECT 1 EXISTING SERVICE & STA i6+17, 23' LEFT W ± ABANDON 1 EXISTING SERVICE LEFT = REMOVE EXISTING HYD. (1) CHECKED BY: STA 11+41 CONNECT TO STA 16+44 INSTALL 8"x6"MJ TEE UNDER DIRECTION OF THE C ASSY. nei'RovED BY: EXISTING SERVICE LEFT 12 LF 6" D.I. LEAD PIPE& STA 13+13 CONNECT TO C.O.B. WATER DEPARTMENT 7.5' BURY HYD ASSY. LEFT DATE: 02-09-16 11+91(A.B.) EXISTING SERVICE LEFT STA 15+88 INSTALL 8" 11.25' 1� si�ti NOT STA 14+22 CONNECT TO J 1205 _ \ _ STA 12+66 INSTALL FOUN EXISTING SERVICE LEFT ,W / \ 8" MJ GATE VALVE W V.B. 11 MJ VERTICAL BEND N S z / 8" MJ GATE VALVE W V.B. \ / ,-�� C / STA 14+57 CONNE 0 STA 15+68 INSTALL STA 16+59 CONNECT TO m ti C E D 1115 \ EXISTING SERVICE LEFT _ 3 4 C 3 " A.B. 3 4 8� 8" MJ GATE VALVE W/V.B. I E STA Y2+06-INSTALL • 1�103 4.. I'1109 S 1 --; ( ( / to 3/q^C EXISTING SERVICE v" 1021 lJ ' -U 104 , h l _ _ /4^C _ 3/4C z . � GARFIELD • e .I. a _ - _ J 485 - _ fir+ 4 - U 3/4-C " I 11+00 _ '.� _._ I DEAD „ • _ -_. 16+00 m r ^' a o 3/4'POLY- 17+00 GAS I STA 11+79 CONNECT TO I f EXISTING SERVICE LEFT 4885 - -:=5515-� _. - S. WILLS_ e 8"SOLID s a` SLEEVE S'FROM $ g6 I /5"(A.B.) y I / s I -- ) I x os a, a of 45roP 10, as a, sar ° y 31 4 C 11� �\ _ 1112 1110 " 1/3/ C 3/4 C 102- V 858 r_ W 3 4 4860 10 FBI Ca 0 STA 13+26 CONNECT TO STA 14+49 CONNECT TO STA 15+77 CONNECT TO z I p EXISTING SERVICE RIGHT STAa-13+98 CONNECT-TO STA 15+09 CONNECT TO EXISTING SERVICE RIGHT P4 k7 0 � ' EX_IST1NCr-SERVICE-RIOHT- EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT IN W 3? ABANDONED(A.B.) STA 16+28 SLL STA 16+32 CONNECT TO [--1 p m STA 15+26 CONNECT TO 8" MJ GATE VALVE W/TA V.B. EXISTING SERVICE RIGHT F-1 c7 N STA 14+16 EXISTING SERVICE LEFT W W N m WATER SERVICE SADDLE CONNECTION W �' TO MAIN A.B.)µy z a 4866 TYPE A BACKFILL 4866 K7 STA 11+20 - 16+60 INSTALL 540 3 LF 8" CL51 D.I.P. HORIZ. SCALE: 1" = 20' RESTRAIN ALL JOINTS VERT. SCALE: 1" = 2'Li N �cMpo.9 W > �/\ m W oD V 4864 N �� w\ > - ST`nrA 14+00 TO STA16+40 4864 �O w 0 3 O \ � — — — — USED FOR TRENCHURALBAC KRILL FILL J J a ' \ � 3 J � N 4862 o n+_ U W 4862 O w i1j WLU I J o zJm 4860 w o + a 3 N o o II O 4860 O W z _ " w m w w o > f0 J o U < <z wZ a U o Mwz z rn zo _ + a o x 0 mNC1 ~� M U W �fU z 4858 P < — _ _ 1n + z > II w m N 4858 po Q7 o "+1Z o 3 N >� J}— I _� �v z Q N Q m awp z U O U 3 Q W O �- n Nal� z z a + x� J �o J CO _ N O zo 1�-PiRAOE'BRFAAK-- P rn od ~ > m> w Zw;f U d + 4856 d4856 OSSS F ,.I pq Z [~l o _ z C, O c r :4 o SSS O(n y O N J N 5 m N W W PROVIDE INSULATION + a Q J z a z 4854 W IF DEPTH OF COVER IS F z N a F zo d a zo 4854 d„ C + o LESS THAN 6.5' (TYP.) m z z +o o W 1-4 SEE DETAIL SHEET D-i S S rn `r'� u1 O I-4 -1 m N 1� + 1 F- b + f N O F 4852 SS N '� r N 4852 cn SSS NOT-Z 18" MIN. — a65o FOND NDi 0.5' GRADE BREAK 11^^4850 u 2' GRADE BREAK STA 15+87 a ¢ O 4848 - INSTALLS" 11.25' 4848 VERTICAL MJ BEND a o O o O O O ° o Q .- 4846 4846 SHEET No. 5 00 _ _ d� CN,�� rom A� i(JN t'np f'n0 NN NN p�p� tmp tWp Mth NN Nm AT NN 00 m01dcdo mVd MIJ MM lh th Mthyy3 VmNd�CNdp �d� gO3�.dp{ �VMdp�cCmdp] �"� tydp�7�d <md{Cdp �yt0 t�O� �f�O �t�0 tDm m� m�O miO 0�0 aD�p CO �l`V d�ddCdl Cd1Nd 0N 0tV aD� ��aD IiD ti�D �d� Mit7 ND�Nfd d 00 0mpt0 mlh7 0t6)0061 n r Id��hd OdNd Qrd y'y Is as a �v d 4 4 v 0 t � v� a$� ` d $a tVp cdp R t01[0��r ��� NQNy� <fD tO Vtp dtp <V 2 1d m? H oav NN 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 W4 OF 18 I O�\\\14111144/v pNTAN%,.�,1 gz� RECORD DRAWING _* 0 w w 12 Scale: 1"= 20 Vl W0 10 20 40 Wnm4ullAilllnnm\m+� to STA 19+24 INSTALL 8"x6" MJ TEE STA 19+87 INSTALL STA 18+12 CONNECT TO 9 LF 6" D.I. LEAD PIPE do 8" MJ GATE VALVE W/V.B. DRARN BY: HYG EXISTING SERVICE LEFT 7' BURY HYD ASSY. LEFT _ + CON NEGT TO(n H) O O CEMMED BY: c0 STA 17+21 REPLi \ + APPROVED BY:_ EXISTING SERVICE LEFT STA 17+77 CONNECT TO STA 19+19 INSTALL N Q EXISTING SERVICE LEFT 8" MJ GATE VALVE W/V.B. STA 20+03 CONNECT TO DATE:02-10-15 EXISTING SERVICE LEFT STA CONNECT TO Q 1 STA 18+95 CONNECT TO EXISSTINGTING SERVICE LEFT EXISTING SERVICE LEFT W 1017 1005 7 5/8"L 101 s 79-4"C(A.B.) �� 102 CLEVEL4 4y 921 3/4"? - 3/4"C U \ 18+00 - 19+00 20+0 I o. �21+00 � A � x a S. WILLSON AVE. - 4 tiy�—. sue. s., 4858 �� — - 1 a i� � e 5T ; �,� REPAIRED WI SCH.40 8 I� z f�`q8 i 4 FER g956 as 1 ^' g8y3 t, 1022 1016 1012 1008 ' ?' I 3/4"C 3/4'C 1004 922 ^_ v / O 0.) 3/4"C ® m _ 3/4"C 3/4"C 912 �y q P. Z STA 17+39 CONNECT TO STA 19+14 CONNECT TO § 3/4!4- - Q 0z I z o STA 18+05 CONNECT TO EXISTING SERVICE RIGHT ;'C(A.B.) .Z. I m EXISTING SERVICE RIGHT STA 18+04 CONNECT TO EXISTING SERVICE RIGHT Z STA 0 2 2 CON F STA 21+20 CONNECT TO EXISTING SERVICE RIGHT O EX STING 5ERVICE RIGHT // \ EXISTING SERVICE RIGHT F O m STA 16+81 CONNECT TO EXISTING SERVICE RIGHT (n STA 20+89 CONNECT TO 1Sj p7 m EXISTING SERVICE RIGHT o O c F z x a. TYPE A BACKFILL ♦ y4, STA 16+60 - 22+00 INSTALL 540 HORIZ. SCALE: 1" =E2� .abQ'� II r'7•{. 3 LF 8" CL51 D.I.P. n VERT. SCALE: 1" = 4858 4858 N RESTRAIN ALL JOINTS ON W R1° aO ¢ i° II < r it — —. — —. > rn - z m to 4856 4856 N 3 w fd0 _ z z O w x w .� �n 10 N ~ ~ r 0 m m �+ V1 W 4854 4854 H ~ w F I- x n + n z N (/1 z z 1, W FColl y rn cqi F 1 cOi z o z z z z ao z a a F x � 00 W - o0 o O z z J ,ra m + O Q N m 7 n + n p m N 0 0 m O TT 1 F C4 4852 ~, 4852 = F ¢ m a, a z I i ww x U + " ¢ z z z l 0 z I- 10 — 18" MIN. 0 F 1 f� z 18" MIN. 0 N 0 wz ~ W 1� QI Q '^ �n o + c> z Z 4850 O O 4850 I — — — — — _ N 0 m o z + m a m O O H7-� zzd Sss 0 I I — �^ m N C\2 SSS SSS SSS PROVIDE INSULATION — — [4 z W IF DEPTH_OF-COVER IS — — _ _ v�i N /1^�JJ z LESS..THAN-6.5-MP.) I INSULATION FROM a 4848 4848 SEE DETAIL SHEET-At SSS STA 17+65-22+00(A.B.) z + SSS — _ - - C) � 4846 I 4846 W LC �l SSS r E- 4844 48" !� 4842 O 4842 a. a $ 4840 4840 n n a R a 0 o 0 0 0 0 r pp 4mp ��pp��pp ffpp ffpp m�p yy pmp mm yy pp ��pp��pp �ili �p�p mm p SHEET No. B NN tO\O ml° NYN1 <Q t�h,M NN NN 00 T� ONi Ni Ol O\ OiW rl� f°lD fND, N� VO OV ��pp��pp opop N' mm rr yy�� pppp pppp rr pA fm0,f00 NN dY lhm �� 00 Ol O\ �A �1. MM Mp NN vv Ws aD UG nn ��pp��pp (p�p ' NON 1° N ICI (p fpm t+iM Mff mN 00 WT 00 00 O0� 00 y;(�y,( Nm « mt0 V< O O> I�r r �r I�r rr Nr rr 'r 11 33 It it it �� 1 I �a �I W5 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+D0 21+20 21+40 21+60 21+80 22+00 22+20 OF IB RECORD D RAW I N Ga*""TA A L a 3 I T J. WSTA 25+77 CONNECT TO * A,1d����1E *_ = STA 22+31 CONNECT TO - STA 23+46 INSTALL EXISTING SERVICE LEFT W - 1`3�YPE to 8" MJ GATE VALVE W V. Scale: i 20 EXISTING SERVICE LEFT - / B. New)n.0.) W/ 8"xSE MJ TEE & STA 27+16 INSTALL 14"z8" MJ TEE N TOfi9 1c'� W REUSE-EXISTING 4" MJ GATE VALVE SEE SHEET W10 FOR WATER �y�y lN'IA1111N"`„���c V) STA 23+51 INSTALL 8"x6" MJ TEE 0 10 20 40 ANY ADDITIONAL PIPE & COUPLINGS IMPROVEMENTS ON COLLEGE ST. n W REMOVE EXISTING HYD. & REQUIRED TO COMPLETE THE WORK 9 LF 6" LEAD PIPE & O N O BOLLARQS;.SALVAGE T0.C.O.B. SHALL BE CONSIDERED INCIDENTAL O j.,_. 6.5' BURY HYD. ASSY. LEFT TO THE CONNECTION STA 26+74 INSTALL r DRAIIN BY:701G N �, B. MJ GATE VALVE W/V.B. I— CHBCKRD BY: w" m N APPROVED BY: \ N �^1 STA 22+85 A 2 S EXISTING SERVICE LEFT U, Q xj 8" MJ�GATE VAL W m DATE:02-10-15 EXISTI E E \/ `'n a y•: Z ! 'I 2 1C1 Sifcn ' b 9 4 ` z 5+00 ss r� 2 °� +� O x _ v a 4�9 o S. WILL 05 O s i g8p9, STA 22+02 CONNECT TO � I a os j � ass z bAl w E STING SER q&75 o � F _ 08 a � 1 m v r � e 3/4"C 3/4"C �i _.�8�°12 - 3/4"C STA 24+28 CONN T 3/4 C - -- 1 - 804 v EXISTING SERVICE IG 3/ �� 3/4"1 STA 27+20 INSTALL 14"x8" MJ TEE 1, 27+ B.) m( d I S TA 25+68 CONNCT TOEXISTNG SERVICEE RIGHT SEXISTNG SERVICEE RIGHT SEE SHETA 26+04 CONNCT TO ET W10 FOR WATER STA ;INSTALL O 0 IMPROVEMENTS ON COLLEGE ST. 8" MJ GAT'.VALVE W/V.B. STA 25+09EXISTING SERVICE CT RIGHT RIGHTT ✓' W STA 22+83 CONNECT TO � � a ["'I EXISTING SERVICE RIGHT - I--I z (, pa W N aD r, c v E 'rI 0. 4864 ;,s - TYPE A BACKFILL 4854 N o STA 22+00 - 27+50 INSTALL 546 3 a a LF 8" CL51 D.I.P. & 4 LF 14" HORIZ. SCALE: 1" = 20' a CL51 D.I.P. VERT. SCALE: 1" WII II RESTRAIN ALL JOINTS o pMppp 2 of D] 00 $ 4852 U) 4852 oLLJ I `2 W �rJ+ G1 O > v mJ O o 0 4850 + �n �+ (14O N a s _ 4850 w _ _ //� Q W O O + 3 0 W V L tMv N io 2 m W � — � z 4 3 O 4848 4848 Z n o z eo x _ U a di¢w m II Ci + O N m �n a -0f In 0 3 z + z > z + _ awo = a N N z inw w z —0 ~ w�par r wUx �WN zN g -W J NI 48464848 w+ o � o z O o ° > N . O O zI�--I1 C1(0) +Aa Q z lz z F N Z Z Zyy Q00 3 m �r �Z J �J + 4844 S55 — N o o w o z z w a z > = 4844 F-1 _ N U�>¢- OZ a W F W a N JO rm W 'z E'I N +aw�w a z �-J vAra N Na O O - / V1 F\->00 N r roK N� z O 4842 F N +Q a °p 4842 z v N3 N3 0 + PROVIDE INSULATION IF N/��J ' a " a A �1 W L\2 DEPTH-.OF COVER IS / 6; 18 MIN. �o v�i� ro i r, NO a� LESS THAN6:5�jTYP) 0 — a D3 a SEE DETAIL SHEEiA� SSS �-I � 4840 INSULATION INSTALLED FROM ` 4840 �1 STA 22+00-27+50(A.B.) 4838 14" SS XING 4838 ,^ INV. ELEV. = 4836.10 u.I PROVIDE 18' MIN. �{ VERTICAL SEPARARATION g g a ? < < - 4836 1.�L 4836 o 0 ttpp AA cp mm p ttpp a�pp �p�p pp oo ��pp��pp pp pp�� p p mm ttpp��pp <<OO p�p� IIpp ttpp SHEET No. 7 NN M y ip t0 as 00 0�10�1 �0 NN NN �� tp((pp �� Mth 00 amp.a�D, h� NN th tm 00 G�0 Om0 NN Vv NN �� 00 Obi-OOi, �^ fO fO VV lh th NN 00 �� �fO NYJ MM NN 00 SS 01W �I� �tD AOl aD aD NN NN trlm NN aV nl� NN <O V V h 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 W6_ 1 OF 18 p,,,,1aa11p1,1Ub, 3 RENEW,VC TO CURB BOX;}' I OD r,MQNTANgNn _ to H COPPER INTO HOUSE Z—2!!n— 3 ❑ 1 BACKFLOW PREVENTER 8 I EXPANSION TANK(A.B.) _STA-3Lf49 INSTALL 8"X6"--Md-TEr 4WJ "" TA STA 28+03 EONNEEfT� Scale: 1"= 20 - 2 \ ° W D 1-7:.i FURY HYD. AS—PIPEFT fn /'wry ^ W 0 10 20 40 r I • - W mOq�uuuAn m„m"aa STA 29+78 CONNECT TO STA 27+58 STA 28+94 CONNECT TO N EXISTING SERVICE LEFT RENEW,VC TO CURB BOX; STA 30+96 ABANDO n `I I DRAWN BY:KHG SOLID SLEEVE EXISTING SERVICE LEFT �i COPPER INTO HOUSE+ EXISTING SERVICE LE m snooze inPaeo Ines O BAC W PREVENTER 8 + - CHECEED BY: (A.B.) )I IN K(A.B.) STA 31+72 CONNECT TO _ R M VE EX3 G �� 111 •.:�I CD EXISTING SERVICE LEFT N APPROVED BY: V�V X 7 STA +42 1 q: ABANDON EXISTING \\\\\\ DATE:02-I1-15 3/4"C / STA 32+49 CONNECT TO _3"L(OLD 713 6" MAIN �, 709 r _ 3 4"?. "I EXISTING SERVICE LEFT W 613 Z —.27+ I o e- - - se- ♦i - -M M i t - _ a m 31+00s - e �__ ° I `-rSTA 28a3_-- ,t.... g-32+�.. _— 4 p8g5 m m a 4g4? I 9g91 I� ---i LOW �+ S STA �FILL(A.B.) ase STA 28+3 I / N S 14 / sss m SS9 3 , sc sss s � m y I 8"GATE E W/ V.B. A.B.) STA 31+75 / I 9 v f lJ ao U e ° y m m � m • a m m i t3 8 e O H O MO � 1-Z(A EXISTING) SERVICE TAPPED SERVICE CONNECT TO a a R7� A 5 CON CT T T STA 31+17 c .B. a. 8"x6"MJ TEE,12 LF 6"D.I.L D IPE � BACK SIDE OFF MAIN,u AIN,N, �\1t\ 1 /�� ISTIN SERVIC RIG a"GALV.ABAND.(A.B.) STA 31+20 ABANDON SERVICE ROUTED UNDER / `\ T.� Q 4i 6 I 8 ZS'BURY HYD.ASSY.LEFT(A.B.) EXISTING SERVICE RIGHT NEW MAIN(A.e.) Q Ury I E: o STA TING CONNECT TO STA 31+20 IA.B.7 z I z m \ \ RECORD DRAWING EXISTING SERVICE RIGHT a"COPPER ABA ND.(A.B.) STA 32+39 ABANDON {G STA 31+22 EXISTING SERVICE (Ae) W I E- zOm q"GALV.ABAND.(A.B.) Z W up W O N O x z E- x r+. 4846 TYPE A BACKFILL 4846 3 STA 27+50 - 32+60 INSTALL 510 11 i VNp LF 8" CL51 D.I.P. HORIZ. SCALE: 1" = 20' 11, Vyo RESTRAIN ALL JOINTS VERT. SCALE: 1° = 2' N w IT 0 c0 $ 4844 N - _ - -- - _ 48" Ld GNV� w U M LO Z OD U 4842 / — n 3 4842 04 Ld o z 4840 W ry U o w w �. i H 4840 O Z ¢ ~ �- o J� in a \ \ J + 0 w w 1- U L _ ` U Z Z U U o > j \ + C�1 U w o o z 'a m ± N C� H ¢ + U U Z 0 p 1¢ M O M 4838 _ is cLOv ,0 6°n co v�i m < w\ F 4838 + + < l/1 N GSSS N N OSSS M 1-m ¢ a J \ \ I `V - ¢ co — N ¢ Q�^ F \ \ Z O d + 4836 — — AS3 \ 4836 �W E ' z w \ I INSULATIONINSTALLED FROM -- 18" MIN. n N < W \ U STA 27+85-28+25(A.B.) O \ F Q m 0 \ n mQa r� O - p �zLO 4834 Z a834 z + PROVIDE INSULATION IF DEEH_OF-20VER \ w co> o� IS LESS�HAt�-G:.>'--(TSP.) \ o¢� W U) � SEETETAIL SHEET D-1 2' VERTICAL \ \ pOq a DEFLECTION E- yr 4832 4832 r �1 ¢ C/] o Z 0 SSSc U 4830 a 4830 /1 u, N M H O N ^l 4828 Q Q a < a 4828 0 o c �app�s Va V nahs �a H VaOs nary as as a 1a �a�s �as yaivsi as as as as a s as as as a as as as ¢¢a�� as as as Ca°s ayys as as aqs NaNs OOa CC as �awMv ta.l��mspp an sv, a ls� la�J ls� !ah lhs lha Ms Nl t7a ta l NM M "as ytaa7p�ms ylaa�pf aso °�� Maoa9 MsOM$l mNdam�ap ttMCNmapp1 rthaCspJp SHEET No. 8 C9 � , �.�. .v .V . 0 )0h h0) 7NMc,a, y Mh. , CV OO CC 6 c5a 6q qq mmM hh g � y d h i g g$ m�Lili 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 W OF 18 A 87(A H) Donn nmi wm STA 34+80 INSTALL 8" MI TEE FF-- NTA' u 3a*33.AB) ` - SEE SHEET W10 FOR WATER W "3`� Nq a _U\ / Scale: 1"- 20 W ` r STA 33+96 CONNECT TO STA 34+46- ST .IMPROVEMENTS ON DICKERSON ST. - W + \\l ll\ EXISTING SERVICE LEFT 8" MJ GATE VALVE\�� G CON r' Z N _ax __ ST +50 TO CONNECTION--- L 0 10 20 40 Rv 1 RENEWEDW/1"COPPERTO �* *t N - V � W/S.D.INLET � STA 35+10 INSTALL 8"x6" MJ TEE � '--� 10 [Y :�STA 33+30 CONNECT TO ER RATED DRAIN PIPE / 10 LF 6" D.I. LEAD PIPE & CURB STOP 83"COPPER TO 4� EXISTING SERVICE,LEFT 2IN,'T'-11D IN TER MAIN TRENCH 9' BURY HYD. ASSY. LEFT JUST OUTSIDE FOUNDATION} "'" 'C D NATURAL SPRING !A R) \�' STA 35+62-G0NNEGT--TO- STA 36+71 CONNECT TO + 04 / 607 O PRIVATE LOT ), EXISTING SERVICE LEFT �� EXISTING SERVICE LEFT + - `� M'1 •.- ) 3/4"C 603 i M DRA1Ri BY: EIIG 3/4"C // �21 3�4� STA 35+79 CONNECT TO Q H / EXISTING SERVICE - / / 511 CHECKED BY: ly N ( 4 "C L� "q APPROVED BY: rH .. A.B. � a--C.� ,- _ 7 -.., ,• 4 DATE: 02-I1-18 W - " ^r W 33+00 z gg HIH 35+00 z / s s w, \\ J � 36-06 � � a ? �1.F PVC B a e - / BEND,5 BURY a S. WILLSON AVE. e _ w STA 33+32 CONNECT TO 81 � =-,CXISTING SERVICE RIGHT 3 4" 604 520 _ _ IpL STA 34+12 CONNECT TO 3/4"CCn Ui ro EXISTING SERVICE RIGHT _ 3/4"C (/�' �> Z ' STA 35+06 INSTALL STA 35+54 CONNE TO Qi m R E C O N G m EXISTING SERVICE RIGHT STA 36+24 CONNECT TO U) I 8" MJ GATE VALVE W/V.B. EXISTING SERVICE RIGHT p �app,,llvv :FNEWED W/1"COPPER TO � 'Z CURB STOP 8'1"COPPER INTO N z N �JJ\ HOUSE;EXPANSION TANK 8 Jl BACKFLOW INSTALLED 4834 4834 \ \ O z i z W � 0 N \ \ TYPE A BACKFILL . p 4832 \ \ STA 32+60 - 37+30 INSTALL 470 4832 u z w N m LF 8" CL51 D.I.P. O p o \ \ RESTRAIN ALL JOINTS W a \ x z 4830 HORIZ. SCALE: 1" = 20' 4830 z \ VERT. SCALE: 1" = 2' p, 4828 wo 4828 p m $ w N SJS. w z V) \ m 4826 4826 ro } n 3 Va L^ (V F 6.5' COVER o ,•/ II \ w M \ 4824 N SSS z x _ — 4824 0 x w of w Z Z n o 3 w _ 4822 = F N 4822 �•1 U N + < > w yy SSSI z O F ? Q w � �o � 3 ✓ d p 4820 4820 i� �` o � oo� m \ \ � \ W O C 0 + d 18" MIN. ­0 z�" x u _ w E.. W z 0 3 Cn O 4818 0 +a La✓ m M 4818 u a S n �o z z + + 3 W o m 4816 n "� i �' 4816 r W a O K z P w (n + o Z SS6 SSS n J 4814 N + U 4814 r1pi 7 555 4812 4812 ^, 4810 ' �� �� �� �� 4810 o o 0 o ci o o Qm QMep OdayyIf VaQCeD O�vfW�a Vmv0Vv �WvWWv ��tWvpph{lCDohp WHC0OmaW0O <lh�OM� �M�017�1 V�<t7� NOWv.NON�. OOWelWAde WeOari NOeNVa �o�v VvOv vv Nv��app aNs sv a� a0 �� nNrN mN rA �y SpSm� ppoo mmGrr �� NN ff0pp ffN0pp NN� pO_f 0p> m�f OI t.I t7 ppCO ppCO ��Nmpp ttNCppG <<tN7 V[N.I aj mIAmA �I�W� Mr`Mr SHEET No. 9 00 DVVNN m00 NN �� �T d p 00 00 Oi Cl! NN NN 00 r�n NN FIR N4N NN NN NNW W WD WW Ws WaWv e4 av we 4 WvOa 4-1< 4 w Waw WaWs ww we wv- CGD 8 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00 37+20 37+40 37+60 OF 18 3 4WMpNTANgL --00 Z� = R❑y�E T J. 4 RECORD DRAWING Scole: "_ 20 _* 0 VRER. w11�E� W 4 0 10 20 40 OM�nunnmAm V7 0 6"STEEL GAS STA 38+87 INSTALL 8"x6" MJ TEE STA 41+93 INSTALL 8" 11.25' c XING,2'3"BURV 10 LF 6" D.I. LEAD PIPE & MJ HORIZONTAL BEND STA 42+07, 11' LEFT DRAWN BY: KYG STA 37+72 CONNECT TO 7.5' BURY HYD ASSY. LEFT CONNECT TO EXISTING 6" CAST IRON MAIN CHECKED BY: n EXISTING SERVICE LEFT STA 40+30 CONNECT TO W/8" MJ GATE VALVE W/V.B., 8"x6" MJ M (j) EXISTING SERVICE LEFT O REDUCER & THRUST BLOCK APPROVED BY: ABANDON EXISTING MAIN SOUTH DATE: 02-12-16 STA STING CONNECT TO STA 41+66 INSTALL = ANY ADDITIONAL PIPE & COUPLERS �\ CONNECTED TO 8" MJ GATE VALVE W/V.B THE. 50 STA 39+35-ABANO N- \,� EXISTING SERVICE LEFT - (n SHALL BE CONSIDERED ED EXISTING SERVICE LEFT k gg " 415 415 TO THE CONNECTION 0 a s` 3/4 C 3�4 � 401 � 9 i 4 , b ' __ s s m IA s -d � s � v, T O a � 42+00 42+ ---H 0� n CONCRETE s� °N / FEREPAIRED 77 Me B KFILL 6'WIDE a p� i W/SCH.40& LL AVE ry - ass-� asa RNC , �A8 / m N m 504 _ v ! / cSTA 37+37 CONN N .. "j 0a 3/4.0 EXISTING SERVICE 4 420 3/4"C ERVIGHT STA 40+55 CONNECT TO 3/4"C /� 04 q fa EXISTING S CE RI ? d I EXISTING SERVICE RIGHT \ STA 41+44 CONNECT TO " � '�dt' I EXISTING SERVICE RIGHT I 4 CONNECT TO Q 0 1 F. o STA 38+67 INSTALL STA 39+14 CONNECT TO �/ XIST(No B"��D.I. MAIN (NORTH) 7„I- 1 0 cq - 8" MJ GATE VALVE W/V.B. EXISTING SERVICE RIGHT STA 42+05 INSTAL4/✓3�i� $ 8"6{J TEE, 8" MJ GATE VALVE W/V.B. a MJ HORIZQPI'T/ P YHRi'YST BLOCK > W II -:ADDITIONAL PIPE & COUPLERS E-1 N R UIRED TO COMPLETE THE WORK O n SHALL BE CONSIDERED INCIDENTAL z w w 4 TO THE CONNECTION W o p p co .`E.. x z E-1 0 4818 4818 0. - TYPE A BACKFILL 00 ` STA 37+30 - 42+13 INSTALL 483 HORIZ. SCALE: i" = 20' 3 a LF 8" CL51 D.I.P. VERT. SCALE: 1" = 2' II yo a o RESTRAIN ALL JOINTS N �'en'A. Ld °0 O op 4816 1=p \ z — _ �a 4816 I�O$ x LLJ z - �m o �IJ• GAV x 0 > _ 4814 M 0 r` 4814 I'l+ w 0o>� M Z O h O rl + U N O L/1 M n a o Z m _ z� 7 4812 I e y} 4612 F-1 V J F M N Z N VI IAz z a ~ p > l U 4 c`f n z II Z Z 1D w 4810— o o x — m x j 4810 + +a U 6.5' COVER z n n a a a r- - 0 U w N i� Z O p w"' m 4808 sss m � a o > _+ z.0 w 4808 z Pill Cy�2 SSS N N O z w _ 3 O m Z Iw- [�'., W V' PROVIDE 18" IN. U o m N w i W z VERTICAL SEPARATION $ n $ 0 a J 3 01.0 U ^• z 1.0 I a a vmi + U 4806 sss a o a z I^ u °D cow 3 4806 GH SSS F in rn + O F Q to < z a m z O~ 1-a z + 1+ 4804 .�S' F v + +' 4804 C-' 'rr E N V F (n 4802 4802 �J i ai m Q Q ANY ADDITIONAL PIPE & COUPLERS O 4800 TO COMPILE SHAALLREQUIR ED BE CONSIDEREDE THI LK - TO THE CONNECTIONS o p o o ao 479 tp m yy SHEET No. 10 3� �A rmm mm as mm oo n� av am v vN nM o'o 'm'm o$ ag NN NN N� NN nn N AW O D mOD 00 n� nN S$ $i$i, �� $�i �i�i $i,� aow co co as oo mm �n'su�i �i�i Niv oo mm r a6,6 -6-6 1616 1616 tom rom tG tC tC tC tC6 In L6 6 VV co mCI Nm mm NN NfV NlV lVN IV IV �_�_ �_r- r-� r-._ .. .. OC CC OG O_G_ G_G_ O_O_ gA S�� gm SOLI Oi mni n� ni yq{ yq{ 1 37+20 37+40 37+60 37+80 38+00 38+20 38+40 38+60 38+80 39+00 39+20 39+40 39+60 39+80 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+DO 42+20 42+40 42+60 42+80 W 9 OF 18 °ONTANn.... Lij - - I. a g STA 0+20 & 0+24 �+.y Q INSTALL 14"x8" MJ TEE 'I INSTALL " 11.25' Z s STA 01 V.B.INSTALL 8" MJ SEE SHEEP --- BEN O G.V. W/ V CONNECT TO M�imunnnnnml��` STA 0+3 , EXISTING PIPE W/ B"x6" MJ INSTALL 12"x8" MJ CRO a IMPROVEMENT / REDUCER. ANY ADDITIONAL L- DRAWN BY: RUG SEE SHEET ER STA W/ ;CONNECT TO EXIST. - /I; ---� J PIPE & COUPLINGS REQUIRED FOR WATER' MAIN W/ 12" MJ G.V. W/V.B. ON S. WILLSON v TO COMPELTE THE CONNECTION CHECKED BY: J STA +80, CONNECT TO EXIST. IMPROVEMENTS ANY ADDITIONAL PIPE & COUPLINGS �� MAIN W/ 14" MJ G.V. W/ V.B. SHALL BE CONSIDERED APPROVED BY: ON S. WILLSON REQUIRED TO COMPLETE THE CONNECTION SHALL BE CONSIDERED ANY ADDITIONAL PIPE & COUPLINGS INCIDENTAL TO THE CONNECTION DATE: 12-t1-15 INCIDENTAL TO THE CONNECTION REQUIRED TO COMPLETE THE - CONNECTION SHALL BE CONSIDERED � - ' INCIDENTAL TO THE CONNECTION g g 6 - A a � 0+00 a IOHd 3N0 d OHd rn 6W O 'J x _ _ O any GAR 464s + n�tiy D K O x d STA 0+2 INSTALL 8" MJ TE STA 0+00 CON EC,TO EXI e - SEEFSHEET WS A0� m MAIN W 12 MJ G., W V B STA 0+00, CONNECT TO EXIST. — FOR/ MAIN W 14" MJ G.V. W V.B. _ / / IMPROVEMENTS 6 ANY ADDITIONAL PIPE & COUPLINGS \ ANY ADDITIONAL PIPE & COUPLINGS ON S. WILLSON� aQ'ry 9 z REQUIRED TO COMPLETE THE REQUIRED TO COMPLETE THE Qi CONNECTION SHALL BE CONSIDERED CONNECTION SHALL BE CONSIDERED p IN INCIDENTAL TO THE CONNECTION / INCIDENTAL TO THE CONNECTION M G ALL'4" 11.25 - 487;, STA 0+05 INSTALL 12"x6" MJ TEE - \ /\//��� 9 LF 6" D.I. LEAD PIPE & s e s R T E V O R D \\ W p C w BURY HYD. ASSY. LEFT Scale: 1"= 20 D 10 20 40 _ DRAWIN �_ � W E-I z 0 m 4830 4830 W w N ro 4868 TYPE A BACKFILL HORIZ. SCALE: 1" = 20' 4868 4850 4850 TYPE A BACKFILL IN d% STA 0+00 - 0+88 INSTALL 88 LF TYPE A BACKFILL HORIZ. SCALE: 1" = 20' HORIZ. SCALE: 1" = 20' W VERT. SCALE: 1" = 2' STA 0+27 - 0+80 INSTALL 53 LF 12" CL51 D.I.P. STA 0+00 - 0+80 INSTALL 80 LF VERT. SCALE: 1" = 2' VERT. SCALE: 1" = 2` w RESTRAIN ALL JOINTS 8" CL51 D.I.P. x z 14" CL51 D.I.P. E-I o RESTRAIN ALL JOINTS RESTRAIN ALL JOINTS wa x 4866 4866 4828 a 4828 _ 4648 4848 z > ¢w PN w H Oai O d W H V) o 1=- �P� I•Y�y a D_ to W Z y0 Z Q Y 4 W IW 00 Q=O QI > ¢ SUU d ¢ Owp 0 fh 4864 p~w w w > \ m o W of 4864 z~w 0 > w>0 z z w a 4826 o Y f z U 4826 $ ��w0z� m j a^ is Coz 4646 owwz N��xwaa <= 4846 0• QoOZ °o ii Fti 0 n o�-o o�oo a �o.-- a z- rn a z d oavlF v �F a-�F OavIF - U o 0wa wo ¢ zw ¢ ZU — �m0mo �IJ• G�V �o ` dl w z z oow aZ �- w �-0w .'-a ~rioz z I j' }OUZ F X> >-Z UZ YU w waw'z z(n-0 ppJ-C) W-- F- w ZU Z a ¢ QU Z ZUUZ ` 3 • Q >Q�U�� ¢,ZV w pll N3� H 4862 memo a aw o� z ai 4862 ¢0mo aw 3 �wm JFWW YO�z 4824 o w allo 4824 w O> x w 4844 of w O> a w O o N o O z 0 z 4844 a i N , j ate= O ¢ 00 >C7�2 j J w¢ Ow> m E- ¢ w0 a a p6 m O = t7e W xSl- Omu a0 ~ OJ \tr=� �� az m� ¢ \�x� \�_� ,oz ¢ %mm J'"ox m� O F�w�¢ 7/1 3 .o J 30 +w o 3 fn0 3 No 3N �z �mw-w jQ�= a z oa w )ww V1 In `- J o p h ur ut r- 3 0 II W O¢0 3 w z w w j.wo� oy �� >o ?wow ?woz Cis w a�3w Jx \��� a x oo. ZiooZg U��¢ vl w3 �¢ U�rF O��Q w3 .�1J j2Z Opp 3 v10 ` 3 ow 0=` OU 4860 j w z `�¢ v=i ut a o w w 4860 4842 w z N vi x 3 ?3 w N w j z~ 4842 4822 m w m_o m a O m v V? 4822 vi Imoz m '•'ow 0> `fin > ozo Jp wz ¢ _ U2U OU zO Uwwlz wV) C�aUZ W¢ Q� aom O Cn �a'1Uz OtS V10 N�OVZ �d1 OU? O wo moo 30 �O �KQ �� E"q U ? Z w 3 F W 4858 _ 4858 4840 _ 4840 4820 4 N vi N 4820 18"-MT14 �+ 4856 "l- ,. 4856 4838 4818 / 4818 r-I r.::.:. 4838 .sk - z TIOIN PROVIDE INSULATION � '-� L _...�� 'z � IF DEPTH OF COVER IS i- W 6" SEWER E-I LESS THAN 6.5' (TYP.) XING � is veRT.SEPARATION Q, 4854 SEE DETAIL SHEET D-1 4854 DIVIDE INSULATION- 4816 No FLOW FILL(A.B.) 4816 Z 4836 STA 0+40, 5" SEWER XING IF DEPTH-OF,000ER IS 4836 � WHERE 18" OF VERTICAL SEPARATION INV. = 4837.38 4837.30 ) LESS JHANx6.5'--(TYP.) CANNOT BE OBTAINED, PROVIDE W ERE 18" OF VERTICAL SEPARATION SEE'bMIL SHEET B=H m w O W FLOWABLE FILL, MIN. 10' EACH CANNOT BE OBTAINED, PROVIDE ENTIPF LENGTH t�z SIDE OF EXISTING STORM XING & FLOWABLE FILL, MIN. 10' EACH NSULATED(A.B.) mo 00 4852 FULL WIDTH OF UTILITY TRENCH TO 4852 SIDE OF EXISTING STORM XING & 4814 a Nio 4814 MID HEIGHT OF STORM PIPE 4834 FULL WIDTH OF UTILITY TRENCH TO 4834 II =o'- E- MID HEIGHT OF STORM PIPE z NOW - K '�2 ao4 � R o Xo 4850 4850 4812 ¢z z'b p 4812 O 4832 BENDS ELIMINATED(A.B.) 4832 W> Z F IO'A�BENBS c m M m m W Z�� _ 4848 _ - 4848 N O Q + �m- < 4810 p�z;�iw 4810 r11 4830 4830 F z m3o 0S3 0 0 o O O 4846 4846 4828 4828 4808 4808 SHEET No. 11 am av v T 44 44 44 Ni Ni 6Nn y II pp Om 0 16 6 1616N oNoN o `�N`8N rnNm� 10 W 0+00 0+20 0+40 0+60 0+80 0+00 0+20 0+40 0+60 0+80 0+00 0+20 0+40 0+60 0+80 OF 18 a uam0p"xNTAINq n R❑ YYTS� 10 1P �iff rrirrrigy„lllllllllllllnlln\P DRAWN BY:XMC CHEC RECORD DRAWING DATE: 1D 11 APPROVED BY: I DATE: 2/ /14 Scale: 1"= 20 0 10 20 40 o b INSTALLCURBSTOP 1705 A0511"" 8 COVER W/TOPSECTION OFI / \\ '� xVALVE BOX � / �� \ I&2 n'6 ---- � w +xo - \\ - 1 --- &CO INSTALL CURB STOP dX0 - ---- COVER W/TO TION80 --- n - - - ,'WATER SERVICE - --- V-_ ..m I -I A�BBOX 1'CRE m. ABANDONED I__ 4FI +w �Y x 1•MAIN ,,.__ SERVICE +N0 fuu-�._ - - T - - 1"WATER SEAWCE N. ROUSE A L'—'• &p N T _ �-�P �r N �,�w-f— �_ —,)w ,_.. {•-�uw t - - m-'. 6+00 7+00 �w�� —+—\ ( -._. --, i 8 I +w ° +w ° o ° •a L axa / $ 8+00 � ,�I ,:w..}_ $ nw I - _T $ - ----�-- ' Q a /_ ------- s wa NOT TAP EXISTING I a a . 9y. + E- h O 12"MAIN&INSTALL NEW - ° ° ° ° ° ° o qa \ r Z 1"C HOT TAP EXISTING OFFER SERVICE STUB t4 m (q e 7MAIN&INSTALL NEW O cQ OFFER SERVICE STUB 1-IW-1 W w Z 4 1 m % I I V \ E- u, 0. Q•� « rNA.f II N� o f1> CQ B INSTALL CURB STOP b , +� P iBC15 2001 INSTALL CURB IONSTOP F 8 COVER W/TOP SECTION OF 1 CAP W/Y - I I 3• I - 181 mp +0 +� +wo C m 003 8 COVER W/TOP SECTION OF VALVE BOX BL W OFF I 1'r ----I- m so iVALVE (A.13 (A. .) �I In� \\ I — mom. (A B) X 13 40 0 f *FIRE SERVICE�� °-�-0 -r — --r — -r — -r o -r — _�M- �-',�-- �aea__ —�. — � e}r O � $ N. RO AVE. ° o // o ,"WATER SERVICE I--� 65' m - - m ° �--*--�-- -- � m 12+00 ''S_L �F— ��,nw ' I - =1-,x w- - - 2* m B z E- 5+0 i� �, HOT TAP EXISTING \ / \\\\ a \\\�\\11I II'///� F =\ •\ ��% -Al Ir�LJJ 6 W W 12"MAIN&INSTALL NEW \\ 12'.4'TAPPING SADDLE 1'COPPER SERVICE STUB &4'O.V.(A.BJ �n, ' �\\ ° % MOT TAP EXISTING 12"MAIN&INSTALL NEW 1"COPPER SERVICE STUB F+y W u J O SHEET No. 12 w 1 1 OF 18 WMpNT4Nq°6� 4'TRENCH WIDTH MINIMUM ASPHALT TRENCH RESTORATION ZONE EXISTING ASPHALT = R❑ E T`J. = SURFACE h BASE PLANT MIX ASPHALT 4 SURFACE COURSE ! 10 EE COURSE TO REMAIN i r%•' i••.►.. •' •. B nnnmm�i � PROVIDE 2'OF - - _ -.-- -.-.-.- _ _ - ►•••4• •►•' •►: HIGH DENSITY INSULATION BOARD - -^' -i - _ _III-III .• : DRAWN BY: KYG SAND BEDDING OR -T1T - IIII I�III 3 B"MINUS (STYROFOAM BRAND HIGH LOAD 80 - 'i•,', •' CB&CffiD BY: OR APPROVED EQUAL). CRUSHED ROCKT� B APPROV6D BY: ABOVE AN BELOW PROVIDE 2'THICK INSULATION - 1'MINUS CRUSHED 1'CUT-BACK - AI\J� INSULATION BOARD BOARD IF DEPTH OF COVER IS 8.3' - 1. AGGREGATE BASE COURSE 3 A REDUCER TO 5',AND 4"THICK INSUUTION ASPHALT ONLY DATE:2-12-2016 BOARD IF DEPTH OF COVER IS (BOTH SIDES) LESS THAN 5'. III MIN. y i� VM 1T B"MINIMUM OR 12"MAXIMUM UNDISTURBED EARTH 0 1-L BTO ASE NCO URSE USED AGREGATE --------- ---- , _I ♦d -- WATER PIPE L I'. PIPE BEDDING z WATERUNE lei.. 4" y X III 1. WHEN THE EDGE OF ASPHALT IS LESS THAN 3 FEET FROM THE GUTTER OR CURB,THE ASPHALTT SHALL SHALL BE REMOVED TO THE GUTTER � OR CURB AND RESTORED.NO SEPARATE MEASUREMENT AND PAYMENT SHALL BE DONE FOR THS PIPE INSULATION DETAIL SHALL BE INCLUDIED IN BID ITEM 131,ASPTIONAL SURFE �TSUIRFACE RESTORATION.TON,THE COST OF SUCH WORN TEE TEE Plugged BEND og NTS 2. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR ALL PAVED STANDARD DIMENSIONS FOR THRUST BLOCKING d STREETS EXCEPT FOR 19TH AVE AND ROUSE AVE. TEES tr PLUGS 90°BEND 45RBEND tr WYES REDO(��p(JS tr x ASPHALT THICKNESS RACE COURSE THICKNESS 3"MINUS PR RUN RTT7NG 22'/ BEND TYPE"B"-4"(2 LIFTS) 6"BASE 9" 92ES A B A B A B A B m z N 4' 1'-T 1'-2' 1'-9' 1'-B' 1'-B' 0'-10' 1'-7 0'-6' N PROVIDE TEMPORARY PATCH WIDTH AS 3. GRAVEL STREETS SHALL BE RESTORED WITH SAME SECTION USED FOR N WITH PLOWABLE FILL. JtEQU ASPHALT STREETS,EXCLUDING ASPHALT PAVEMENT. 6" 2'-0' 1'-11' 2'-5' Y-2" 1'-f0' 1'-Y 1'-8" 0'-f0" -'(I TEMPORARY WATERLINE B• 2•_B" 2•_B" ,T•_2' 3•_0" 2•_5" 2'-1' 1'-9" 1'-6. O cm9 SAN 4. PAVEMENT RESTORATION FOR 19TH AVE.SHALL CONSIST OF 4"TYPE B W N N m^ ASPHALT ON FLOWABLE FILL TRENCH BACKFILL N I a f0' J'-4' J'-J' 4'-0' 3'-10' 3'-0' 2'-9' 2'-2' OF ASPHALT SURFACING AND ALLOWED TO SET L BE POURED TO W IFOR ARMINIMUM OINCHFS 12' 4'-0' J'-f0' 4'-B' 4'-8' 3'-B' 3'-3" 2'-7" 2'-3" CUT THROUGH a PAVEMENT TO THREE(3)HOURS PRIOR TO PLACING ASPHALT SURFACING. 14" 3'-3' J'-f0" B'-6' 4'-i1' 4'-9' 3'-5" 3'-3' 2'-5" E PROVIDE A IOND PAVEMENT MINIMUM B THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, METRIC DIMENSIONS FOR THRUST BLOCKING OF 8'OF COVER COVER �:+r1 SLURRY SHALL BE POURED 70 THE TOP OF THE ASPHALT OVER TEMPORARY !!> SURFACING,AND A MINIMUM OF THREE(3)HOURS CURING WATER LINE. •''y::r(Y.;' TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO REDO Str I z m OO PLACING THE ASPHALT SURFACING,4"OF SLURRY MIX SHALL BE F7MNG TEES tr PLUGS 90RBEND 45"BEND tr W1£S 22 17BEArO COOT''+•"••,r;' REMOVED,AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM SIZES A B A B A B A B ✓' OF ONE(1) FOOT BEYOND THE TRENCH UNE. O m O O O O O E'I C. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO 10cm O.Sm 0.4m 0.3m 0.3m O.Sm O.Jm 0.3m 0.2m O A•O PLACING THE PERMANENT ASPHALT PATCH. 13cm O.Bm O.B. 0.7m 0.7m O.Bm O.Sm O.S.03 O.Jm C PO O o D. A MINIMUM OF FOUR(4�NT cm INCHES OF HOT ASPHALT(2 UFTS) SHALL 20 0.&n 0.&n 1.Om 0.9m 0.7m 0.6m 0.3m O.&n N m BE USED FOR THE PERMAN ASPHALT PATCH.COLD MIX ASPHALT W MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS 25- T.Om 1.0m 1.2m 1.2m 0.9m O.&n 0.7m O.6m AVAILABLE. Ey O UPON COMPLETION OF WORK,REMOVE TEMPORARY UNE JOcm 1.2m 1.2m 1.4m 1.4m 1.1m I.Om O.S. 0.7m AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX 3. PAVEMENT RESTORATION FOR ROUSE AVE.SMALL CONSIST OF 4'TYPE B ASPHALT, 0. TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF 6"BASE COURSE AND IMPORTED 3'MINUS PIT RUN TRENCH BACKFILL. JBan t.6m 1.2m 2.Om i.Sm 1.4m 1.Om f.Om 0.7m PLOWABLE FILL BACKFILL. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL MDOT ENCROACHMENT PERMIT N07ES. a V REQUIREMENTS WHEN WORKING IN ROUSE AVENUE. 1.THESE TABLES ARE BASED ON 150 PSI(1030 kpa MAIN PRESSURE 2.WRAP ALL FITTINGS WITH POLYETHYLENE. Q 2000 PSF(9800 kp/m')SOIL BEARING PRESSURE REVISED: 12, 95 TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL N 111,,7> NTS MONTANA PUBLIC WORKS SCALE: THRUST BLOCKING STANDARD ORAWING 00 8 RECORD DRAWING DETAIL - ASPHALT STREET SURFACE RESTORATION STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS N0 02660-1 ,o N.5 .r I vR 5 _� � ITHHII 0 6lnch 61nch 61nch 61nch [. a 3M AVE �'® S inch 61nch 101nOh � O III011 6 inch � H 6 inch - 3 GRAND AVE ti�ncl' 1t�, n inch O `z z d 2 ' Iny � hl�"•1 ID 6 inch 6 inch 6 inch 6 inch W 6 inch 61nch d ' 4-19 i YNWOM AVE 40 :V A a I W o I - ]ijj-_�-z B"7a \B°nh ,^ + m - 61nch 6 inch 6 inch u�6 inch In O Legend - - y ® System Valves - + • Tu I \' 141nch Fire Hydrants - ®+ -s.lnch 'I__ _ Alnch® M SHEET No. 13 g-BLACK ME e 241nch = m m Hydrant Lateral Lines � � � � � � �� 17 �� � � � � � �� y1 Gravity Mains(by material) EXISTING WATER DISTRIBUTION SYSTEM NTS OF 18 I --giiiiiiijEZ—� RECORD DRAWING 0' RECORD 0 10' 20' 40' DpAwN BY:WFS _ 'v �� CEXCILED RY:ASK xtl APPROVED BY:ASK tS PLAN s DATE:3/12/2012 ELEVATIONS OFF 1.0'ON UO py� THIS BLOCK, 8p AS BUILT ELEVATIONS ARE 1 0' x Jj HIGHER THAN PLAN G N tl W1 O GRADE BREAK PROPOSED GRADE PROPOSED GRADE -r^ I 1. 1.ssx n 1.34% +7 W m a 2 + a n ♦8 REMOVE 6: REMOVE k 1 1n E d E REPLACE REPLACE REMOVE 8: 0 .8' rn YBRHON-0t`- ' SERV,CE WALKS REPLACE 0 z --ASPHAt1- TO MATCH APPROACH G1 O Cp + —Gp —+ BLVD. z + w '' —g NEW CURBS(TYP.) + GG x i0 + m + DIMENSIONS y r H ENTIRE APPROACH + + N{ ul O t 1D t (TYP.) t a I t REPLACED I — —� W 0 0 0 0 11.5' � I ti 1.5'TYP � o UE UE UE UE LIEUE UE LIE UE UE d — — S SD SD SD SO SD SD y SD SD �/— — A!7`/ SEE HEFT — PROPOSED 8. EXCAVATION/REMOVAL LIMITSINT1 INTERSECTION CURB h GUTTER �I SS SS SS ss DETAILS SS SS Ss SS SS ss Ss SS H I S. WILLSON AVE. I H °n S. WILLSON AVE. n SS SS ss SS Ss Ss SS SS SS ss SS W N m y EXISTING CURB AND GUTTER TO REMAIN THIS SIDE LV I — — — — — — — — — — — — — W IN w R UE�1 UE UE LIE r UE UE UE UE UE UE LIE 1+•i Gi a' �E, I 0 0 0 19' 0 1.8� �° I O O z 0 g I —g 20 LF WALK gj g I I E- O m + REPLACED + RB FI T INSTALLED h N H N g i 9.5' PC0 O N n a 0 ng TBM TOP OF W CENTER BOLT ON Frl HYDRANT-4753.24 PROPOSED GRADE - PROPOSED GRAD I PROPOSE E-I GRADE BREAK 1.55% 1.55x 2.27xD GRADE (NOT OPERATING NUT) S. WILLSON AVE 1+00 TO 6+00 GRADE BREAK + N II i O ZE m 41 J♦ G►�. $7Tic n GRADE BREAK °1 P D GRAD n PR P D �n N PROPOSED GRADE GRADE BREAK PROPOSED GRADE 1,14" p 1.28x r ,. x I ssx 3� A E 3 n n 7 z x N 3 X B°'• REMOVE ABANDONED C� + I� +� APPROACH.RESTORE 1 8 + + g 10 S a $ 8 AND SEED WITH TOPSOIL $ g Q G� — — E-I — — e REMOVE AND RESET CONCRETE o 0 0 0 HITCHING POSTS OR PROTECT 01,•8 O O U UE UE LE — —UI (.� O 11.8' Q �� °b E UE UE UE UE E UE O W Q CQ SD— —S 4D 50. _ SD '� , SD sS0 SD w 0 a sS ss ss Ss Ss SS ss Ss SS Ss SS yy S. WILLSON AVE. S. WILLSON AVE. I + — — — — — — — — — — — — — — — — ss Ss s' � i V ,ti _ CURB k GUTTER T 0 R E MN N , — `..T..� � y ON UE LIE UE UE gE —f-- UE UE UE O UE UE II] 0 0 8' 0 0 I-a PEDESTRLAN RAMP ALIGNMENT 6' LWARP CURB i 8g + + + + ++9.3' EAST � TO Y �° R m H p1 TIRO SRION n + a r AROUND VALVE n O x it p x TSM RANT n BOX n ^ J J n N ARROW T�747.34 51 L+ n 1 ^ LL PROPOSED GRADE ="? 2.88x PROPOSED GRADE F PROPOSED GRADE C L•�L 0.92x 1.31 x { �'a~ ! 1.87x 1.55x p p ; N GRADE BREAK GRADE BREAK �tl oil I` n� lFrcw r/lU �V mF I N n� SHEET No. 14 S. WILLSON AVE 6+00 TO 12+00 Rl OF 18 I I Scale: 1"=20' rc 0 10• 20' RECORD D RAW I N G _ neZ II q2 671 GGCC77 a 3 L'1 �. S DRA11N NY: WFS GRADE BREAK ; CBECUD BY:ASK PROPO GRADE N I J PROPoSED GRADE _ I PROPoSED GRADE S� 1.271G 4. i F APP80VRD NY.ASK m m 0 r a ��8 � g w'rs:a/12/zotz • N d N N o a o ��// o o - - - o 0 0 O —UE,, E y O UE O U O UE O UE O uE �9 — — — — UE — — — — — UE UE E U SD SD SD_.Y SD SO Vi2SD SD SD SD SD SD SD— G SD SS ss ss SS ss Ss SS SS SS Ss —SS z° SEE SHEET INT — — — — — DETAILS. FOR Iq INTERSECTION _ II--�� CoeAPPRCAL'fTHQrIN DETAILS. H N W W GV — co UE UE ��" LE UE UE UE UE UE UE UE 4 F w p Q o 0 0 0 0 0 * o I W °' Nm HITCHING RING � ����'��� zNi p N is On �m — —I — � — —I — —I — � �I I Qaw � 8 8 SIP g " � $� n TBM:HYDRANT 6 9.s Q 0. m + c a m n n n ARROW BOLT 9,5• v pY �qy �Ny Yggc�t"V pa gii CC �i,w R {y 741.57 0 'yOj I Z O 3N R N pF�NN "D N n r Sm W N U+ ��y N W I W PROPOSED GRADE PROPOSED GRADE +�', ^ H O .<i co 4.751C GRADE BREAK 5.03T. GRADE BREA� 4.447[ j F J z bj a�i 2.37% TBM-SOUTH FLANGE I I W BOLT ON HYDRANT 4725.76 E- S. WILLSON AVE 12+00 TO 18+00 N� II kO> O O ro it R�2 W Z 7 2 GRADE BREAK GRADEI BREAK GRADE GRADE BREAK 3 12X I I 2.477G I _ PROP GRAD PROPOSED GRADE PROPoSED p o N 338 8 8 S.8 g u 8 8 5.6' 8 8 E F f n r ADDITIONAL SIDEWALK REPLACED tN+ N FOR ADA COMPLIANCE 8 DRAINAGELi N I t I � — — — — ✓ W O x O U + E- m p O d d' UE O UEO O U UE O UE O UE O UE O �0, �IE UE UE UE 1�.1 — — — — — — — — — — — F C a � O sD SD sD sD sD � sD so� aq so sD sD �� a + ss ss ss ss ss ss ss ss ss I U ~ SO SO p SD SEE SHEET SD SEE SHEET I u w w INT2 FOR DETAILSR — INTERSECTION INTERSECTION _ a DETAILS w w H r — — — — — — — — — - UE E Q U I UE U E UE — g ( p p O O O O O O O I o 0 x — - - g 8 I N ^ PROJECT c v m $ y n Ic m 7m BENCHMARK o ^ N ^ HYDRANT ARROW 5.5' BOLT-711.06 ' 1.67G lR0 SED GRADE P 2.38% 2.M GRADE BREAK 1•54S GRADE BREAK 1.8 GRADE BRE�AI(— GRADE BREAK 2'37X s I SHEET No. 15 + S. WILLSON AVE 18+00 TO END R2 OF 18 R CORD AWING E ISRGUTTER G RN TO LET "°0 s I ss D81RN BY: WFS mctm BY: ASK APPBOYID BY: ASK errs: 3/12/2012 SAX— GO Faj 1,* AS BUILT EL ATIONS ARE 1.0' ^"O REMOVAL LINE ^� z K I T1?J HIGHER TM PLAN TYPICAL I O v� OF TH 3 CORNER �VVrn 11I o REMOVE RAMP SECTIONS,REPLACE NCRETE AND 2'X4'WITH ODETECTABLE REMOVE yh WARNING PLATES I MAND ^ UE - - - - - - VE RAMP I r REYAOVE ^ ILLLI ONS,REPLACE I -✓� 8•CONCRETE 2'X4'DETECTABLE ING PLATES .4 m INSTALL NEW r� CATCH BASIN,CONNECT TOEXISTING STORMmDRNN UNE: K �t REMOVAL UNFWERT-735.22 mINSTALL NEW —3.3%CATCH BASIN,CONNECT TO I EXISTING STORM L DRAIN LINE i E•� O INVERT-745.38 L) [S o � �k1 m MATCH CURB 8 W GUTTER TO u EXISTING GRADE �— E a W. HARRISON ST W. ALDERSON ST SS _ sS ra it R�2 ADJUST PAVEMENT REMOVAL VALVE BOX INLET CASTING ARIES TYP. 2' 4•(TYP-) UNE TO GRADE cQ' 9' y`' ^h MATCH ENJE�EENA7H 3RR-3p087-L. —/ �— CURB k DEETER0 ML".OR SIDEWALK GUTTER TO EXISTING 7�� pg�:G .•i.. D di L I-3517 C---- cn - '�SO INLET TO IAATCM INLLET C/STINGER BACNFlLL CURB WITH E G SOrA ,,cQF,ti REM (TYPICAL FOR ALL INLETS) EPLACE PAVEMENT WITH 4' .�' ,y. CLEAN TOIN PS014 TAMPED C/] '1 \/�/ DISTURBED SAREAS. TAEED ALL RCKEALL EDGES B PLANT MIX(2 LIFTS) Z V v STORE BASE WITH 1.5• O O REMOVE PRECAST CONCRETE• ►-1 INSTALL NEW M-3000 OR C-3000 COMPACTED PER MPWSSMINUS, RUSHED L U NOT HSTAL�EO CONNECTLASTIO ILLJ �— 02234 3.3 75 EXISTING STORM VARIABLE(3' MIN.) �. .�• NEW CURB de GUTTER. f ' INVERT-748.B0 U E 3-0• NO.4 BARS AT 12•CENTERS TO BE REMOVED. CURB �ll a J'r MAX.,SPACED EQUALLYwl W n ^ LLAROSb p ��` �(, OFFSET) O E.TYPICAL SECTION z 11 .8 ff ff � CIO a REMOVAL I B• (TYP.) � p O LONE — J E I i ^y,y9 I T� 4-0•� a F FRONT VIEW CONTRACTION JOINT W A WITH CATCH BASIN CRETE FILLET(C.O.B.STANDARD 02528-2),•,>< ^� r21< 4•MINIMUM,7•MAXIMUM OPENING �ON E-INFORCED WITH/4 BARS ON 2'GRID 5 8 SMOOTH ROD Qa qh �0.7% I —.71. ��EE//1NRfEE --EXPANSION JOINT w O yy ^�"} .Z,..'. I • (D(CEPT OFOR EJIW OPENING7030) TI OR CASTING BAC 1-MAX K PIECE ALLOWED LLLJO 4•CONCRETE SIDEWALK MATCH CURB VARIABLE '�1. 2'-0• ♦� ~ c I AND GUTTER �. -RE-GRADE TO MATCH NEW CONCRETE TO EXISTING + 8"SCHEDULE 40 GRADE PVC PIPE CONTRACTION JOINT94 0^ I '•' WffHOUT CATCH BASIN 10.0' 2'X4'CAST IRON OREXISTING GROUT SEAL DUCTILE IRON cQ' 8•CLAY PIPE TODETECABLE WARNING PLATESzPIPE � '�4 . BOX IN ---- �., CURB AND GUTTER TO BE WARPED TO MATCH INLET. 7F g G 1 O FLEXIBLE CONNECTOR / B EXPANSION JOINT - BLOCK BLOCK OUT FOR OUTLET PIPE 8• 3,-0.� SHEET No. 18 W. HARRISON ST SIDE VIEW CATCH BASIN DETAILS TYPICAL CORNER DETAIL R3 OF 18 RECORD DRAWING MATCH TO REPLACADDIEDO EE SDEWALK 1 CURB G DRl11N BY: WFS MATCH 6, CURB k GUTTER TO EXISTING I s I CBRCQD BY: ASK A"ROYRD BY: ASK MATCH�CURB m GRADE 97 � ITi � MArcH TO DArR: 3/12/2012 EXISTING OWE r _ I ��9 I , I c EXISTINGlap L s c 9� 0 90 ryMn I I GRADE -Y I �," ti• I I �,ab'✓ \ �0.8%:.': ♦ 'z^ I "� ♦ 0 ^ O ,per 08 6%— 0 GO IK INSTALL NEW K N q CATCH BASIN 1 I I K o I I m h (D CONNECT TO EXISTING STORM 1 1 6 I INVERT-71E IN .35 Li�o �UEU UE - - - - - �= I 9 — _ �• O a ati REMOVE 'o r % > Ogti 08. .o I REMOVE 'O� I REMOVE ♦a. .s ' >jJ MATCH •?J .,V EXISTING REMOVE GRADE ♦ k�z - - - �� - - - - - - - - - - -INSTALL N IN CATCH BASIN CATCH BASIN, CONNECT TO CONNECT TO Q a i Er c C S D D S D STORM DRAIN S D D DRAIN LINE >4 N LINE INLET-705.50 INVERT-712.59 � O 1 m C7 O U �+ m W Cc Q a E--I a W. STORY ST. W. KOCH ST. 1•-5' O 8 fn r0 SD SD SD SD INSTALL NEW O CATCH BASIN, INSTALL N CONNECT TO EXISTING STORM DRAIN UNE CATCH BASIN, lr INVERT-712.59 n rl CONNECT TO h ♦0 �,� � IX ID.STONE - - - - - 1- - - - - - - - - - - - 1- - - - - nL �� — —� - - n n n n INVERT-705.55 �� y" m h�C, GAUffER 70 EX ST NG 1R q° I J ' �!� 9� 15 A♦ O O y m ,� ��,�♦m' � �,�♦�' CURB k PAVEMENT�(�' 10 �� I •�z � !3' !;� �'�° d+' �j (�� W W I f ' R� I W (REMOVE > ^ c ry O H REMOVE- REMOVE6♦ 'Y '^ �v�i U E I U ENEWI NSTALL K BASIN,0 NECT W o K I TO EXISTING O STORM DRAIN I I r I I I I I� INVERT-70480 I K N I REMOVAL LINE KK 0 �/ 11 I o GRADE BREAK I I0 — ♦y I I JT'gs �(' _ n°� B7 I > T\ V7 ' j1---3.0% \l'+ 7% 17 A 1n ,I > ':7oG 3? \s _ \, �, 7% ►� I -2.4% B T J -2.3% 4p O \�__.ATCH TO CURB EXISTING GUTTER >r >�2t MATCH CURB k MATCH CURB hJ o TO EXISTING GUTTER TO EXISTING SHEET No. 17 INLET CURB INLET k CURB MATCH TO 1 EXISTING f R4j I _ W. ST ST. W. KO H ST. -5' I..". OF 18 RECONNECT EXISTING e'SD—PVC PIPE SOUTH PROPOSED 15^RCP WEST RECORD DRAWING . INV.OUT•4604.46 DRAWN BY: k-g CHECKED BY: APPROVED BY: DATE: 03-12-15 RECONNECT EXISTING 12"CMP FAST RIM ELEV.•4807 21 INV.•4604.13 A NOTE.EXISTINGLOCATIONS AND w ELEVATIONS SHOWN OWN ARE APPROXIMATE 8 INTENDED FOR ESTIMATING PURPOSES \ z ONLY.CONTRACTORS SHALL BE `AS4NOOEXISTING _ Z ENCOURAGED TO PERFORM INDEPENDENT 24'CMP C CULVERT NORTH w FIELD MEASUREMENTS PRIOR TO ORDERING THE PROPOSED MANHOLE. , EDGE OF ASPHALT T080UTH RIONT-0F•VMY G IS APPROXIMATELY 1e LF � ... _ � INSTALL STORM PIPE APPROXIMATELY S'OFF EXISTING EDGE OF ASPHALT(fYP.) Z O0 0+00 .. ._.., 2+00 3+Oo 4+00 z a 8"...•• _ ....-'8 -4—eD 9EM�--SETS 9D�BD-�98 9 -SD SB�BD F-I F444� �1 \ �LI N W—__ W—_ W__.— W W W W .. W W W— W _. V,. _ ,y _ W W--_ W . ._...-_ W IN6TALL A SINGLE 4 W. BABCOCK ST.'Fe'SHEET p OF 2"RIGID INSULATION UNDER a GHAUt-.E%iSiiNG DITCH RCP®EXISTING WATER - IT Q d I IN TALL 376 LF OF TO PROVIDE A CONSISTANT -. .�.. SERVICE LOCATIONS Q U' I (TYP.OFILOCATIONS) 16"CLASS a RCP 1.00%BLOPE TOWARD STA N63 tD SEE DETAIL ON 6HEET"D1"FOR ®O.e0X ELOPE WEST RA 440S y rp,� O INSTALLATION DETAILS 601.13 > "I L�+KLyyjl F x j2 INV IN•4 .. EXISTIN024"RCP CULVERT :. '•i N CLEAN SEDIMENT 6 DEBRISAT N STA Ntt OPENING TO EXPOSE PIPE INVERT E O DO N - INSTALL FLARED END 1-1 CS TERMINAL SECTION L) Z pa REMOVE MISTINO CMP MARHOE INV.ELEV.•4 4,21 WI tp INSTALL NEW 4C OIA.MANHOLE, O p O (SEE DETAIL THIS SHEET) - r-, N M l^ DO pl P. rO d�lO• D AvJ 4812 _ z 4 HORIZ. SCALE: 1" � 20' x ZZ TYPE A BACKFILL VERT. SCALE: 1" 2' Z z STA 0+00 - 3+76 INSTALL 376 LF 15" CLASS 5 4610 REINFORCED CONCRETE PIPE = TYPE A BACKFILL 4810 1 W W STA 3+76 - 4+83 REGRADE EXISTING DITCH AS SHOWN z z Ox x w E"I gx�y 4608 C z 4808 0. O C� FINISH GRADE LAN EXISTINGGMDE p O WC ®— PROPOSED DRCH LINE < 4806 f0 n 4808 d a W o 4804 ' \ 4804 376 LF 15"CLASS 5 RCP @ 0.60%SLOPE �� \ PROPOSED OTfCX I Q \ ORAglq 0lmx Lry, T, �i 7—POK— .STORMMANHOLE \ 4802 F�1 � �•/ 4802 INV.OUT(W)•48.4S O 4800 O STA 3.7e EXISTING 4B00 24" _ END ts"RCP INSTALLATION RCP CULVERT (5 �.y I V INV.ELEV.•4802.21 INV.IN ELEV.•4601.13 _ /1) z =LU II ^W X �. � 1 f J 0 x x v F VVVJ �n U> z 15 Z 10 a LY >c Z x 4798 4798 O Dy,I Cj X m O W ± F-p 3WA ^l �p a 3a + p +a 1A lL Ka M J 1. (7 +~ N� N + M I CD f g a N a a 47 4788 E z 9E yN aN �_ �^ z u u m T�L� m L� t� p� yV�3 p� �p p p�p� SHEET No. 18 N.Ly 01 8 f0 n IFl N HI O H a0^N t�0 f0 M l+l N N ' m P m W S � � fD M gq ID O (O r ol � SD I 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 OF 18