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HomeMy WebLinkAbout2009 Water Main Renovations pN TANq *1 MURRAY JR.i*_ 2009 WATER MAIN RENOVATIONS 'c T°337RE f� „C�'R�LSTE�1�t "''i�1Z]NAL��Oo�O\ ramunminmutm =AWW.WFS CHECKEDer ASK CITY OF BOZEMAN MONTANA D"3/25/09 w � F V C � 0z � M RIPCORD DRAWING � � RECORD DRAWING > a 0 1883 w � aI N Co. MARCH 2009 0�f�P� bM6 Cy I t; 00 C o CD LEGEND INDEX GENERAL NOTES EXISTING GAS LINE 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA VICINITY MAP COVER SHEET C1 PUBLIC WORKS STANDARD SPECIFICATIONS,5TH EDITION,AND THE CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,5TH EXISTING STORM DRAIN W. LAMME ST, MOTH - NIT H STA. 3+00 - STA. 6+00 Wt EDITION, INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. avtr > _ "nacre�o"e Q W. LAMME ST. N10TH - NSTH STA 6+00 - STA 10+80 W2 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2006 BY MORRISON o.<v„v e�esv er>a^t ot. W MAIERLE,INC. en p� N. 8TH AVE. MAIN - LAMME STA.0+59 -STA. 3+30.8 W3 EXISTING WATER MAIN 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE N. 9TH AVE. MAIN - LAMME STA.0+00-STA. 3+70 W4 AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE " CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING N. 9TH AVE. MAIN - LAMME STA.3+70-STA. 7+31.73 W5 CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT -IN z' oak st. °"st' r r EXISTING TELEPHONE LINE EXISTING UTILITIES. ,L s t _ ei oxv oXP N. 10TH AVE. MAIN - LAMME STA.0+00-STA. 5+61 W6 U o a 4. EXISTING WATER EWES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT OF NEW G"Ee II M ie m 5c st�n � EXISTING OVERHEAD POWER N. 10TH AVE. MAIN - LAMME STA.5+61 -STA 7+19.85 W7 WATER LINES.ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF 3 THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS. O WATER MAIN CROSSINGS W8 VI oa € $ H 0 5. ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE �Z ^r EXISTING UNDERGROUND POWER N.WILLSON AVE MAIN - LAMME STA.0+33-STA. 4+00 W9 WITH THE PROJECT SPECIFICATIONS.TEMPORARY WATER SERVICE SHALL BE PROVIDED TO m ztst �'+ve s �❑ Tamarack St. Z❑e VP VP ALL CUSTOMERS AS SPECIFIED IN "TEMPORARY WATER SYSTEMS". O ❑�^sc ��N s� rsc rsc N.WILLSON AVE. MAIN - LAMME STA.4+00-STA 6+98.45 W10 rl St = EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT L.y Lar o o s ❑ 6.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL ? � a W. LAMME ST. 5TH - GRAND STA.0+00- 5+00 W11 SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING �1 l` ®� r Terrace nvx. ^ t ❑ ❑❑ �� SANITARY SEWER MAINS OR STORM DRAIN MAINS,UNLESS OTHERWISE SHOWN ON THE EI ❑PPeO111111:1100=1�� SB EXISTING SEWER MAIN W. LAMME ST. 5TH - GRAND STA.5+00-9+72.53 W12 PLANS OR AS DIRECTED BY THE ENGINEER. , O Tm ❑ nn S VP N. STH AVE. MAIN - LAMME STA.0+011-5+011 W13 7. ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED TO THE CITY OF BOZEMA O �Q�� WATER DEPARTMENT. L_ EXISTING UNDERGROUND POWER N. 5TH AVE MAIN - LAMME STA.5+00 -7+47 W14 ilrJll _ PROPOSED WORK 8. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS.WHERE wno st❑ ❑�� yes AREAS 586 EXISTING SEWER SERVICE DETAIL SHEET Di MINIMUM COVER CANNOT BE OBTAINED,PROVIDE INSULATION BOARD AS DETAILED ON v Lw llllll THE PLANSOEXISTING WATER SYSTEM D2 W w_ PROPOSED 8"WATER MAIN 9. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS AREMen ENCOUNERED. M In St.i LILL E — — RIGHT OF WAY 10. ALL MAINLINE PIPE AND FITTINGS SHALL BE WRAPPED IN 8-MIL POLYETHYLENE. FO O k St. ae ` 11. THE WATER SERVICE LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE /\ ®®�©® � ❑ Se st_ EXISTING WATER SERVICE,SIZE AND MATERIAL UNKNOWN CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EACH SERVICE PRIOR TO ©❑❑m or.e TAL 'll ° st st 5 �7 INS ILLATION OF THE NEW WATER MAINS. ^ �• a orc Cu c 12. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE LOCATED APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH N KOC J❑❑❑❑n❑❑®��� t8 1E CATCH BASIN OF THESE LINES,WHICH VARY IN SIZE AND COMPOSITION. ❑❑❑❑❑❑n�❑❑0���� O Bogert Pi. 13. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS, ❑❑❑❑ ❑L❑Jnn❑❑�❑❑❑ tory st CURB STOP OR OTHER FITTINGS TO COMPLETE CONNECTIONS. FLEXIBLE COUPLINGS SHALL NOT BE dn' USED. EXISTING WATER LINES VARY IN COMPOSITION AND MAY BE D.I.P.,C.I.P.,OR ❑❑❑❑ ❑e��1©❑�❑❑ r = OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL a CA �� ❑❑❑❑ ❑�MQ s ❑1:1 a m STREET SIGN BE VISUALLY INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR TO BACKFILLING. 9 b�; m�a ���❑❑�❑❑❑❑ �r EXISTING FIRE HYDRANT 14. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON W. College St. a sc E PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT q"o °^t ��C V On S�❑� ` # ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK, T.or. ���❑❑ EXISTING STREET LAMP am^ 15.THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS rwprt'" ^^�❑❑D cla� AND THE PUBLIC.ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE Imo Itl JI PROPOSED FIRE HYDRANT CONTRACTOR FOR HIS PERSONNEL. vn ae st. Montana ��❑❑w m m° N DAM THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM SI-IFFY NO. 1 ,L.. ���❑❑ O EXISTING SEWER MANHOLE DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. - C n S o� 17. EXISTING PIPE THAT IS ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED Uj Lincoln Rd. � StOte 5 ���Q Q (� EXISTING WATER GATE VALVE WITH CONCRETE AT ALL OPENINGS. S D\ i PROPOSED WATER GATE VALVE - tr � OF 17 ...a°o1iNn TA, 2o..q. RECORD DR L WING � '� ROBERT �;*_ N =*i MURRAY JR,J*_ \ � _"9 10337PE ooi�iir�NAiL�000� Scale: 1"= 20 3ANNDl: WES ' CIICPMBy: ASK 0 10 20 40 App VWBy; RJM 2 SBC4 $ $ DATE: 3/25/09 STA. 3+05 SERVICE STA. 4+94.91 CONNECT TO STA. 5+03 SERVICE NOT FOUND (RECORD EXISTING 4"MAIN LEFT NOT FOUND.SERVICE I DRAWING) o STA.3+06.24 = INSTALL 8X4 MJ TEE, COMES OFF 4"MAIN STA.7+20 N. STA.3+95.57 w STA. 3+03 CONNECT - 4"MJ GATE VALVE IN ALLEY. TO EXISTING SERVICE =' 10TH INSTALL 8" INSTALLED 2-45'BENDS LEFT(203 N. 10TH) o MJ CROSS,PLUG E�ISTINGT TO W/TBS TO MAKE STA. 5+93.07 c TO NORTH CONNECTION. n STA.3+01 SERVICE LEFT EXOISTINGT TO INSTALL 8' TA, 3+48 INSTALL z 32', GO � MJ CAP S 8"MJ GATE VALVE 3919\\1 I \ III / SERVICE LEFT 901 O v � 4 C � I i0 00 GAP I I I I I I 1+00 00 7.5 W. LAMME max,/ o ab +oo W. LIII11 5+ 0 G G �g bB z 3 — G G G G G G G G G G / a G G — G G GG- - s � G - W 3/4 C CURB STOP — - 16 STA. 3+89.46 922 04p STA. 4+49 918 ;A �\ 3/4"C CONNECT TO 3/4'C 904 '7 CONNECT TO STA. 5+24.3 g10 STA. 5+90.95 o EXISTING CONNECT TO CONNECT TO m SERVICE RIGHT E%ISTING SERVICE EXISTING 3/4 C O 123 ' ,� RIGHT SERVICE ADDRESS(NP.) ` EXISTING 3/4"C SERVICE RIGHT � SERVICE RIGHT a COPPER(TYP.) pi W (a W 1 I is I I « � � �'�PN Ipj� b��o N �cr)� O W c HORIZ. SCALE: 1" = 20' �; c� 4792 VERT. SCALE: 1" = 2 F3 4792 data. GPYtir W PE A ACK JR .—4790 479C STA. 3+01-6+00 INSTALL 299LE 8"D.I.P. W RESTRAIN ALL JOINTS N O V1 + Z4788 _ � — � O 478e 0 W 4786 � � � 4786 4784 U a w J�' — — — 47E4 w z- 4G o m z Inz c>°' z �y 4782 ? v7 J o o w oa o x x 4782t. ���11, v� a 6.5' z ui w O + ++ zz z'aD— �^I + w no z o� N o z o c» 4780 478( n IT a aN N + INSTALL D 115 NSULATI N WHERE 18" F VERTICAL \ \ WA ER MAIN. SEPAIATION ANNOT BE z I— ~ O4778 BTANED P m 4771': FLOW BLE FILL, MIN 8 WAT R MAIN �� O EACH SIDE 0 EXISTI G O SAN. SEWER NO ST RM V ss D FLECT FIPE TO SSSBRAIP MAINS WIDT OF UTILITY TR NCH C OSSING BETWEE z a SS TO MID HEIG T OF 8'OF SANITARY ND ST RM MAI TAIN 6 4776 WATE LINE. 4776 SULATE IF LESS THAN .5'SEI DETAIL 4774 4774 I� r N C CO CO CO 1 'F C o c0 c0 r r r r c0 o N O Ln Ln M M N N O of of of W of of of of W N of of of of of of of of of c0 of W [0 [0 N [0 N [0 [0 c0 N c0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N r r r r r r r r r r r r r r r r r r r r r n r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 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 6+00 6+20 Q1'/ \\\r00 ON InTq i A iivo. I ROBER N RECORD DRAWING WIN I I I i =* MURRA7Y PEJR,!*_ 'Q� 1033 � unnnlnumlal sx M11NDl: WFS CIl ASK -N- APPRDVPDHY: RJM DATE: 3/25/2009 ' 3 6" ~ a STA. 6+98 STA. 10+29= Scale: 1- 20 CONNECT TO w STA. 6+67 INSTALL STA. 10+03 INSTALL STA. 1+00 8TH p. a 8 MJ CROSS EXISTING SERVICE AVE INSTALL 8" a 8X6 MJ TEE,9LF c PLUG TO NORTH LEFT D.I.P., HYDRANT MJ CROSS 0 10 20 40 ASSEMBLY LEFT �� STA. 6+48 ~ TA. 7+08 STA.7+33 FOUND STA_8+1g STA. 1L 8" I GO z INSTALL 8"MJ INSTALL 8"MJ PB SERVICE CONNECT TO STA.8+55 INSTALL V MJ 12 INSTALLED NEW STA.8+93 GATE VALVE b O GATE VALVE GATE VALVE RENEWED INTO EXISTING STA.9+78 3/4"C BUILDING WITH�4 C. SERVICE LEFT �"SERVICE CONNECT TO CONNECT TO Zsx Z 823 CORP. RIGHT. EXISTING EXISTING 3�4 C SERVICE LEFT �I 1��I III/// SERVICE LEFT �sx TA. 10+68 W a 3 \ 8QQ5 INSTALL 6"MJ a a 3/ I ATE VALVE o °wP 19Lb MME 7+00 i \� 7.5, ----- -EXISTING 6" . 8+00 I 1 1 WATER MAIN C.I. z LAMME 1 0 67.60 W. a a o $ I OPOSED 8"D.I.P. 0+00 --____ 3/4"C 816 3/4"C \ / STA. 10+64.2 Fay p1 STA. 6+39 INSTALL 8X6 MJ STA. 8+82 >�. z INSTALL 8X6 MJ a Fy, Qs CONNECT TO REDUCER, O I N TEE, 9LF 6"D.I.P.,HYDRANT CONNECT TO 1�3V ASSEMBLY LEFT EXISTING SERVICE RIGHT EXISTING MAIN -y id n � NEW AC COPPER SERVICE TO BACK OF RESIDENCE Co ( BY CITY WATER DEPT.) Co Z HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2' a it w 'f�ta�I GIPYYQC 4790 4790 BE A B CK FIL STA. 6+00-10+70 INSTALL 470LF 8"D.I.P. RESTRAIN ALL JOINTS - 4788 z' zo3 a - 4788 > V1 010 4786 4786 O Ld N x a O x W II li o _ w F - 0 6.5' _ - + 4784 _ _ _ _ _ _ _ — — z a _ -4784 rn EXISTING 6" O + WATER MAIN C.I. Ld fi 4782 Z F a _ > `� x _ o a / tY UN 5 4782 o _ _ w rc w / �pE O P OVIDE SULA ION I� 2 N O CZ pON1� IF DEPTH OF C VER IS o O F 1 L SS THA 6.5' (Ty y SEE DETAI SHE z NI I J z WpZ R/ D 1. 4780 a a sl a z N SANG a i 4780 w all o " p olI — U m + �1 I I + SS 11�� 4778 4778 H 8' D.I.P. V HERE 1 "OF ERTICAL O 4776 EPARATI N CANNOT BE BTAINE, 4776 I CH S E OF E ISTING AN. SEWER ^' AND STORM ORAI MAINS AND FULL ` v IDTH 0 UTILI TRENC TO MI S EIGHT OF 8"WATER LINE. 4774 4774 4772 OWra> Nra OWra> OWra> OWra> oraf oraf MWr Wr Morf orf orf orf orf orf Morf orf orf OrJ OrJ orf orf Wr orf orf or� or� or� orf orf Wr orf or orf orf orf orf Wr orf orf Wr orf orf orf Wr morf OorfI OorfI OorfI 4772 W N W r r N r r W O O N r T (D I� O M O 2M M M 't d d 4 'F 'F of of ofM 1 M 1 I, M I 0 I I 5+80 6+00 6420 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8440 8+60 8+80 9+00 9+20 94 9+60 9+80 10+00 10+20 10+40 10+6010+67.60 Q17 I a .o�oo...au�11NnTA,�2o..q. RECORD DRAWING I RDBERT J,'_ _ �O�X �4 �M 10337PE R��\ ��..iioir�NiA11L�ooc• I 4 3ANNDT. WFS CBECKEDBY: ASK STA 3+19 INSTALL 8'• APPROVEDBY: RJM 9B�b GATE VALVE. STA 3+30.83 REMOVE DATE: 3/25/09 € 10X6 CROSS, INSTALL STA.0+61 INSTALL 6X STA 1+90 STA 3+12 INSTALL 8X6 1OX8 MJ CROSS ON 1 MJ INCREASER STA 2+18 MJ TEE, SUE 6' D.I.P., EXISTING 10"MAIN, PLUG gZ STA. 1+00 STA 1+19 CONNECT TO CONNECT TO HYDRANT ASSEMBLY $ AND TRUST BLOCK TO 1 INSTALL 8X8 MJ INSTALL 8"MJ EXISTING EXISTING REMOVE EXISTING NORTH ~ CROSS GATE VALVE SERVICE LEFL HYDRANT I w 205 �y/ SERVICE LEFT �^ Scale: 1""= 20 E. € 3/4"C 309/211 ' c n X X 0 10 20 40 B Z 4 2+0 ———— 7.5• ——— 3+00 w w a 3 NSTHAVF \ _ —w W o STA 0+59 INSTALL 6" GATE VALVE. m y4V m m —m ——— RCP Z 214 onv 4 3/4•C STA 2+35 STA 3+2 INSTALLED ava CONNECT BE VERTICAL EXISTING SERVICE 10'" BENDD W GRAVITY t~j1 i RIGHT CK. STA 3+21 INSTALLED p�r aG g 8" 11Y'VERTICAL :;4 C v � E BEND W/TB. U o a _ HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2' o TYPE A BAC FILL 4792 w STA.0+59-3+30.8 INSTALL 271.81F 8"D.I.P. 4792 am RESTRAIN ALL JOINTS00 W jl o clw O M 4790 w- a 4790 ¢s - �rJ♦ GAY rn� \ — 4788 �— > -4788 5 EX1 G—478 Q - �', 4786 O oq n w w m � w M �1 + _ 4784 _ a, w 4784 Q� ROVI TE INSU ON N R F DEPTH OF C ER <<c x x ° S LESS THAN CT r fk� w w .5'(TYP.) SEE ETAIL F` 4'• o o m W HEET G,[,T AlN > z O �1 4782 a 4782 O EI F _ o o f OPOSE 8.•0.1. \ N r SDI io z PRO IDE INS JLATION a~w n 478C �' z-� -4780 IS L SS TH 6.5"(TYP.)SEE DEfAL n MAIN FOUND SHEI T AT AT 4.5"BURY. {Ftrn7']y! 4778 - — — 4778 A 555 1� v SSS LAY MIN FLAT UNTIL .5' OF OVER I ACHIEV D � � 4776 - 4776 O 0 N 4774 4774 is", 4772 4772 N N N O) O O T (O n of 1 n O of (O n Q7 (O a N O OJ (a r N dt m CO m Di of N of of r I� r r co co co co Iri Iri Iri vi v a a a r7 M N1 rjW3 m m ro o0 ro ro m oa � ro ro ro � ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 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 Q17 \\\111111IIIIIIIIIIIII/ I o\O�o MQNTANA RECORD DRAWING �\BER / I =* MURRAY JR!*_ sTA. DG NNCT io /�;4 pp0337PE1� ISTINGo+ MAINCO INSTALLE T \ F MJ TEE, 6"MJ GAT ooiiiSNALo°o. I GATE VALVE,THRUST 6^ luullllllpll\n BLOCK STA.0+03 INSTALL 3AWW.. WFS \ 6X8 MJ INCREASER TA. 3+73 INSTALL CHECSMEY: ASK STA.3+32 INSTALL 8"MJ CROSS 8"MJ GATE VALVE APPROVEDEY: RJM FIR IN DATE 3/25/09 STA. 3+18 CONNECT TO EXISTING SERVICE LEFT 915 T i W.MAIN — 1-1/2 C I ~ i — ——— —— w--.�--ex ROOF exo exo d" � 7.5' 0 00 — — ------ — GO +00 p �r �n + z �— —10'= di 0 22 0 98 ° SEE SHEET W84+00 0. z N. 9 TH A I E ° ° ° --- N. 9 TH AVE °° a -�- - 24 ° o -- - a w g 6-1/2"C "C 22 STA. 1+10 CONNECT TO 1-1/2"C ® 1 / EXISTING SERVICE RIGHT STA.2+50 CONNECT TO STA. 2+62 CONNECT TO EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT I � I Y Scale: 1"= 20 0 p a Ns 0 10 20 40 I � M x I F WABLE FILL d`Vb M NUISED IO.W. InP yl�I, Z'b0 4794 4794 W HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2' .ri m amp TYPE A BACKFI L LOWABL FILL ��r,9�I GIAyyP`C 4792 STA.0+00-3+70 INSTALL 370LF 8"D.I.P. lal 4792 _ RESTRAIN ALL JOINTS 4790 _ 4790 to _ W Q z 4788Z— _ 4788 „SD PRO IDE INS CATION 6 5' O I IF D PTH OF COVER J w v cl — r M m l l SEE ETAL HT w w r 47 — z �_' a m ' 4786 o WHERE 18 OF VERTICAL 2 m rc Q F GGG SEPARATION CANNOT BE O (FC \ s O y�j OBTAINED, PROVIDE COPF /pF ROOF °o 3 �aJi FLOWABLE FILL, MIN 3' 4784 R/S UN C EXI DRAIN w m m 4784 EACH SIDE OF EXISTING SAN.SEWER AND STORM /\SS E1 Fp AVER AIN o DRAIN MAINS AND FULL + U z ✓I r N WIDTH OF UTILITY TRENCH m 1 I z z TO MID HEIGHT OF 8" OSED n N m WATER LINE. D,I.P ,.\ + + 4782 _ _ = xa-- —4782 4780 O 4780 o z 4778 4778 O N 4776 4776 4774 4774 W4 N O O O O O O Ol Ol Ol Ol Ol O1 O1 W of of w of W of of of of r r r r r r .6 .6 r r r r p> OI OI OI Ol OI OI OI OI OI OI OI N N N N N of N of N N N N o] N N o] N W W W W W N N N of N N N r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 0400 0+20 0+40 0+60 0+80 1+00 1420 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 Q17 g9 =*I /RECORD DRAWING iROBERR:= MRRAYJ *= g STA. 3+73 INSTALL 3 WFS B 8"MJ CROSS pE�(;(CKED�gy; ASK REMOVE HYDRANT APPROVEDHY: RJM STA.3+92 STA. 6+92 INSTALL 8"MJ STA. 4+32 CONNECT TO GATE INSTALL VALVE8 MJ DATE..3/25/2009 J a GATE VALVE EXISTING SERVICE LEFT STA,3+98 INSTALL 8X6 MJ TEE,9L.F. STA.STA 4+45 CONNECT TA. 6+12 CONNECT TO 6"D.I.P.•HYDRANT STA.5+13 CONNECT TO TA.5+63 CONNECT TO ~ 105 TO EXISTING SERVICE LEFT 109 8" ASSEMBLY 101 �•, EXISTING SERVICE LEFT EXISTING SERVICE LEFT EX SERVICE LEFT STA.7+31.73=6+67 �' 115 119 o B" ME ST. INSTALL a 3a �'C 80 NORTH MJ OSS PLUG c o/ n GO_ --- onP ona / onv o 4+00 axa N. A VE °° 0 a a a+<\ 6+00 7+0 Ada 7+3 .73 N. 9 TH A VE w 9 eat_ m o G G— 9L4 G G We 1 o 0 m m � m orya G G "RCR— — G G G G \ i----- otr ` m Z p O112 •� y STA. 4+98.3 CONNECT . C 118 816 TO HT EXISTING SERVICE 14"C 3/4•C ]> 6 STA. 5+87 CONNECT STA. 5+91 FOUND PB STA.6+50 F� TO EXISTING SERVICE SERVICE. DID NOT CONNECT TO F— RIGHT RECONNECT NEW SERVICE EXISTING SERVICE �Q INSTALLED AT 8+55 RIGHT l� g6 LAMME. O v Scale: 1"= 20 0 10 20 40 to w W Q g I I I HORIZ. SCALE: 1" = 20' P� dNr VERT. SCALE: 1" = 2' 4790 ' 4790 FLOWA LE FIL TYPE A BAC FILL N Oco a STA. 3+70-7+31.33 INSTALL 361 LF 8"D.I.P. RESTRAIN ALL JOINTS a ��ra* GIAYYPF 4788 = - _ 4788 N 4786 0 m ' _ 4786 > _ z r+j & _- __ _" M - U U _ 7 o 1"'y rl 4784 4784 O w N o F wi.i± _ tt Z M z z o' F x w w a ,+' n+ c n a 4782 _ a + N „ z w o ' 4782 lz a FL- 4- + zo o zo Z 3 s O + O 5 f� 4780 4780 4778 z 4778 SSS VNOT SEEN VSSS 4776 sss SSS SSS HERE 8"OF ERTIC I I 4776 NO SEEN EPARA ON CANNOT BE )STAINED. PROVDE ACH SIDE OF XIS TING AN. SEVER AN STOR 4774 RAIN M INS AN FULLKLNLH 4774 0 MID HEIGHT F 8" O WATER LINE. N fl 4772 4772 FI o rn m a n n . . n . I---- n I---- 3+60 �� co co co w co co co �n �n iri �n m m m maa a a a a 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 Q)L'/ //—\\\�\ \ONTA v RECORD DRAWING E:R'T AN .�2..... *i MURRAY JR,J*_ �,�FJ``RtLiST�1? ooiiuSlpNlAl'L�ooc• \ STA. 3+44 INSTALL 3ANNDl: WFS STA.0+00 INSTALL 6X6 MJ TEE,6"MJ 22-1/2'VERTICAL BEND CIECR7ID BY: ASK APPROVEDBY: RJM $ GATE VALVE,CONNECT 1 TO EXISTING MAIN STA.3+55 INSTALL Q STA. 0+92 CONNECT TO 22-1/2'VERTICAL BEND STA.0+33 INSTALL 8"MJ EXISTING SERVICE LEFT DATE:3/25/09 STA. 2+64 CONNECT TO STA. 3+19 INSTALL STA. INSTALL STA. 0+03 INSTALL 11-1/4'VERTCIAL BEND EXISTING SERVICE LEFT g"MJ GATE VALVE 8X8 MJ MJ CROSS 8X6 MJ INCREASER STA.4+11 CONNECT STA.4+39 CONNECT TO r 3/4. 1005 W. MAIN TO EXISTING SERVICE \ xll T TO 3/94'C 3/4'C LEFT EXISTING SERVICE C LEFT F qV y. o — axo a / 1 -----a axe ----------- -- axo i 1 sos � 1 a a � 0 0+0� M M M N 10 TH l/E I sa +oa— z�8o M_ — M 0 — — — > a 3 N.10TH AVE Obli _ PROPOSED 8"D.I.P. e ax-----a----—Iv-- }oxa -- —————— — z ox xx � 8' I I STA. 0+22 INSTALL 8'MJ a axo 6" I 11-1/4'VERTICAL BEND \ / I C STA.3+84 INSTALL 8X6 MJ 3/4'C ! TEE,9LF 6"D.I.P. HYDRANT 112 Q I I gZ ASSEMBLY REMOVE EXISTING STA. 5+32 CONNECT HYDRANT TO EXISTING SERVICE O STA. 3+79 INSTALL RIGHT ffi Z Scale: 1" 20 8"MJ GATE VALVE SEE SHEET W m {y 14 I I 0 10 20 40 o LiW � pi dN PN rz FLOWA LE FILL REQUI ED HCRZ. SCALE: 1 = 20l c co N 4794 WITHIN IN R.O. VERT. SCALE: = 2' 4794 W c 2 _ TYPE BACKF LL FLOW BLE FIL TYPE A BACKFI L -t III yP STA.0+00-5+61 INSTALL 561 LF 8"D.I.P. �r+9 GAY mo w RESTRAIN ALL JOINTS 4792 w zi <m 4792 >� z _ 6.5' 4790 " LL 4790 t INSTALL THRUST — --BLOCK \� N z L. h z r O SS Inl \ _— o — lz w O 4788 \ _ " 1tl — _ N 4788 WHERE 18"OF. \ SSA"I o a t0 VERTICGN L XISTING q�A R M 61 CANNO BE z a SD'^' J OBTAIN D, O d 4786 PROVID FLOW BLE o w 4786 SIDE 0 EXISTI G PR VIDE SULATIO P OPOS _� + `� J SAN.S WER AND IF EPTH F COVE E 8 D.P. z W STORM DRAIN d N w ww - - MAINS L SE DETAIL _� rn WIDTH F UTILITY w TRENC TO MI 4784 a x F F 4784 WATER LINE. Z o o oP4a lz 4782 ± +N — — — _ 0 4782 N �SS6 3 + +- - SSSIVI 4780 0 SSS 4780 Ll Y MAIN FLAT O MAINTAIN 6"MIN O O CLEARANCE 4778 4778 z 4776 14776 O O OJ n N N O� N r �0 M O N r N O> N tp M N O> N N cD N O m W r cD N `0 M N X) O I I OJ r I N N I M �� r7 r7 N) r7 M I') N N N N N N N N O O O O O O O p> Q� p> p> Q� p> Q� p> CO CO CO p0 p� CO OJ CO r r r r r r r r r M O1 m m m m m m m m m O> O> O> O> O> O> O> O> W of of of of N of of CO of of of of OJ CO of of N of CO W of of of of of OJ of r r r r r . . r r r r . . r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r a a a a a a a a a a a a a a a a a a a a a a a a a a a 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 Q17 /��\\\\ \ONTA v RECORD DI�� � WING ,,,..cr �_:R'T ROBER ;/= _ 10337PE \ I munmmmno T 3AMN1l:WFS g i CI�CRBD BY: ASK APPROVEDBY: RJM DATE. 3/25/2009 STA. 6+84 CONNECT TO EXISTING SERVICE LEFT STA.5+61 CONNECT TO STA. 6+02 CONNECT TO STA. 6+62 CONNECT TO A. 7+19.85=STA 3+07 EXISTING SERVICE LEFT EXISTING SERVICE LEFT EXISTING SERVICE LEFT LAMME ST. INSTALL 8"MJ CROSS,PLUG TO NORTH F 115 � to ❑ � �C 119 123 1 6 1 a C DO z .5, --- —————— — --- — a a — M .62 0 PROPOSED 8' D.I.P. N. IOTH AVL-,,,, Z � 116 STA.5+73 CONNECT TO STA. 6+79 INSTALL g" [[j�]] :J EXISTING SERVICE RIGHT 8"MJ GATE VALVE [a C� a PIaa � Scale: 1"= 20 0 1 0 10 20 40 I/g Ejy U HORIZ. SCALE: 1" co n mc4790 VERT. SCALE: 1 4790 0 i� TY E A BA KFILL �r,�♦ GAY LLI STA.5+61-7+19.85 INSTALL 158.85LF 8"D.I.P. N RESTRAIN ALL JOINTS 4788 W 4788 — � N 4786 4786 a E w - Fz W - A+ U S? O ♦� 4784 J ~ x N 4784 z w R 4 �� m 4782 w a„ + o ^ 4782 o O (/_ _ a z lz __ IT WA TING 4" TER AIN a + 4780 SS . —vr d — 4780 S S hi PROPOSED S $ I 4778 ECT,oN 4778 Q� WHERE 1 'OF VERTICAL EPARAT ON CANNOT B ...I ED, PR VIDE E S T ING AN, SEWER AN STORM DRIAN M INS AN FULL WIDTH 0 UTILI 4776 T EN"7 4776 W TER LINE. O O O I M N T UJ h c0 Ll) r'l N O N N /mil h I� r r r r r r r r t0 (O t0 t0 t0 (O . . c9 c9 . 1 1 ` 1� of of of of of of W of of of of of of of of OJ of of �J of � of of �„) r r r r r r r r r r r r r r r n r r r r r r r 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 W7 cr v RECORD DRAWING ROBER ;/= -=* MURRAY JR,';*= 'Q� 10337PE ��\ �o,��oS�NnIAinL`�000• 3ANNDl: WFS $ g CIECKEDBY: ASK $ STA. 1+00 CONNECT ' APPEDVEDEY: RJM TO EXISTING MAIN. I STA. 1+51.9 INSTALL 11 Ya'VERTICAL BEND DATE: 3/25/09 STA. 1+19=STA 3+60 STA. 1+42.3 INSTALL 11Yy'VERTICAL REMOVE EXISTING Q VALVE,INSTALL 6"J CROSS INSTALL 8"MJ BEND GATE VALVE,6.8 MJ CROSS to INCREASER r $ STA. 1A BE INSTALL 11 Yp' STA. 1+57.5 INSTALL 11 Ya'VERTICAL BEND STA. 1+17 INSTALL STA. 1+51 INSTALL GRAVITY VERTICAL VERTICAL BEND g 11 C.F.GRAVITY BLOCK 11Yq'VERTICAL BEND BEND,47 C.F. GRAVITY BLOCK 11 C.F.GRAVITY BLOCK I STA. 1+00 CONNECT F STA. 1+00 CONNECT TO EXISTING MAIN Z E' TO EXISTING MAIN INSTALL 6"MJ GATE VALVE,8X6 MJ STA. 1+60 CONNECT TO EXISTING MAIN INSTALL INSTALL 6"MJ GATE ° STA. 1+60 CONNECT TO EXISTING MAIN INSTALL INCREASER 8X6 MJ REDUCER, 6"MJ GATE VALVE GO VALVE, 6X8 MJ 9 8X6 MJ REDUCER,6"MJ GATE VALVE INCREASER 1 o $ \ \ r0 P "o o 0 ,_ ABANDON HYDRANT CONNECTION i+60 c o 1+00 w o +60 151 �� +s6 MENDENHALL STY.. VERTIC INSTALL B8L> "b 11Yp'VERTICAL BEND, STA. 1+56 CONNECT TO 47 o.F.GRAVITY MENDENHALL �� I MENDENHALL EXISTING MAIN. INSTALL Z BLOCK - 8X6 MJ REDUCER, 6"MJ GATE VALVE \ / osm I STA. 13+68.IINSTA OCROS-M Scale: 1"= 20 E+.I INTERSECTION OF 10th&MENDENHALL 0 10 20 40 INTERSECTION OF 9th &MENDENHALL INTERSECTION OF N5th &MENDENHALL ��yy 00 4794 HORIZ. SCALE: 1" = 20' a7 w HORIZ. SCALE: 1" = 20' 4804 m aaDo HORIZ. SCALE: 1" = 20' a VERT. SCALE: 1" = 2' VERT. SCALE: 1" = 2' o VERT. SCALE: 1" = 2' FLOWABLI FILL bra GAY 4792 4792 4802 w� U j U — E E 4790 4790 4800 - z zi wa 4788 ? 4788 — m 4798cc N ° - �� zz m w¢ > 1O + x wxw w a a w cxN F o � �� F �� o 4786 oQ r SD o w 4786 w" " 4796 +w m 2-3 II <Z O� w >�w j U m II � U� �j U� ��OJ O o� zw za m r^ISO 3 ili rub¢ \ 3 4784 o� 4784�' - \4 +J cx + m o o EXISTING L W W EXISTING 6"MAIM EXISTING 6"MAINEXISTING 6'MAIN 4792 \ �6 MAW r+ EXISTING 6' MAIN 6" F 7. INSULATION IF DEPTH 1 " IF DEP H OFF C VER IS 8 DIP. SEE D AIL III ET D-1. 8"D I.E.4780 4780 4790 Ll 0 HERE 8"OF VERTICAL SEPARATION O II ANNOT BE OBTAINED, PROVIDE N II LOWABL FILL, MIN 3' EACH SIDE 4778 4778 F EXIS ING SAN.SEWER AND STORM 4788 RAIN M INS AND FULL WIDTH OF TILITY IRENCH TO MID HEIGHT OF ER LINE. RESTRAIN ALL DINTS STALL 0 LF "D.I.P. INSTALL 51 LF 8"D.I.P 4776 4776 ESTRAI ALL J INTS 4786 RESTRAN ALL OINTS m m m m m N N of W OJ W r r r (P OI OI OI OI D7 r r r r r r r r r r r r rW8 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+56 QYl 1 ROBERT\J\.; __ Z RECORD DRAWING *NOTE: EXISTING CROSSWALK —*' M 10337PER//!yy*' IS 8"THICK CONCRETE WITH#13 Z 3t�c &# 16 REBAR ON 14"CENTERS Z ....�ioS�NnAuL�000• 3ANNDl: wFs r r CIECRI?a BY: ASK STA.0+33.36 CONNECT APPROVEDEY: RJM TO EXISTING MAIN, REMOVE 8X4 REDUCER DATE 3/25/09 AND 4"VALVE, INSTALL STA.3+76.75 INSTALL 8X6 "8 MJ GATE VALVE / MJ CROSS, RECONNECT TO EXISTING MAIN EAST AND w WEST WITH 6"MJ GATE REMOVED WITH TRENCHING TO MATCH REPLACE CONCRETE CROSSWALK VALVES. ABANDON NORTH {} � EXISTING. DOWEL REPLACEMENT ki SECTION INTO EXISTING WITH#16 BARS � AND SOUTH CONNECTIONS TO o 14"O.C. USE SQUARE SAWCUTS TO EXISTING MAIN. REMOVE EXISTING CONCRETE. STA. 3+36 {} SIGNAL LOOP nc`nc` INSTAL 8' MJ GATE i DETECTORS(TO BE ABANDONED) GO fs TI �a -- — — —_—_--_ O P — ---UP---w 6.. 6.. � .sc 6. *sc nc nc nc � F � FO W W G ROOF I G L t G W o 1+00 G W w W +00 m e„ 5' N. WILL PROPOSED 8 D.I.P. G G G— 6gL gB � I c 1 Q STA. lECT TO EL DEFLECT PIPE F STA IN SE 6 {} � PROVIDE A 2"TAP WITHIN CONNECT TO MAINTAIN 5'OFFSET EXISTING SERVICE TO SIGNAL L00 C $ f 10' OF CONNECTION FOR E%ISTING SERVICE FROM SEWER MAIN DO NOT RECONNECT METER DETECTORS {} TESTING. REMOVE TAP RIGHT PIT o X'~ S� b AND INSTALL BRASS PLUG [�] 4 UPON COMPLETION OF n c `[v7 TESTING pi S Scale: 1"= 20 fy 0 10 20 40 « y III b��o o `0 FLOWAB E FILL REQUIRE D H0RI2.SCALE: 1"= 20' 00 VERT. SCALE: 1" = 2' III yC NK ILL FLO ABLE FI L �'Lja* OpY N 4794 PE BAC 4794 STA. 0+33—REST INSTALL JOINTS 8"D.I.P. RESTRAIN ALL JOINTS O 4792 3 4792 e N 4790 a 3 4790 O W F¢ w O 1 a� 4788 4788 M OF EPTH F COVE S LSS THN 6.5' - - z H 4786 8"D.I. fTl EXIST NG 4" ATER AIN a + SD $D In n 4784 ROPOSE 8"W TER MAI II 11 — 4784 III MAIN AIN 6"MIN. I ¢w O HERE 8"OF VERTICA. N F II EPARA ON CA NOT BE 4782 ^s s uPROVIDE 4782 LOWAB E FILL, MIN 3' "IB S CH S E OF STING N. SE ER AN X ISTOP DTH F UTILI TREN H I"IS55 0 MID HEIGHT F 8" F 4780 LA MAIN LAT O •J, I^Is II 4780 sss N 4778 4778 4776 4776 c0 N C C N m N O 10 M N O N o o M N O N t0 � N O N t0 N O N . . . m N W . . . . M M W9 O O O O O O O) O) OI O) O) D) D) of D) N r r r r r � c0 c0 cO cO [O (O cO cO rn rn rn rn rn rn rn m m m m m m m of m m m co m co m m m m m m m m m m m m m m m m m m m m e e a a e e e e e e e e e e e e a a a a a a a a a a a 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 4400 4420 cry RECORD DRAWING NG ,r _.._,q� * M 10337PER!*' /// IIIIIIIIIIIIIII\\P\ STA. 3+96.78 INSTALL 8"M.J. - - 3ANNDl: WFS GATE VALVE ASK APPROVPDBY. RJM jll DATE.3/25/09 STA. 6+14 INSTALL 8X4 M.J.TEE,4"GATE VALV TO TRAFFIC STA. 4+11 FIRE SERVICE CONNECT LEFT G SIGNAL CONNECT TO LOOPS EXISTING SERVICE FIRE {y I \ (ABANDONED) LEFT SERVICE DO 4"D.I.P. z az 3 G G G G G W W O O G � G p O aG o-- 4,+ 0 5 5+00 W ^e�y m m 40 7 01 N. WILLSON 90 G N.WILLSON C 116 A STA. 4+30 EXISTING VC g SERVICE NOT STA.CONNECT TO RECONNECTCT NECT CON E 2C EXRIGHT ISTING SERVICE STA. 6+98.45 CONNECT O i REET " MAIN.. eMOV4 V v 8r 8X4 REDUCER, INSTALL 8"M.J. GATE VALVE Scale: 1"= 20 Pi 0 10 20 40 !er}+Y11 RtrRtr!!ii IV�P y ail ZOO HORIZ.SCALE: 1"= 20' N th VERT. SCALE: 1"= 2' CQ Qi I TY E A BA KFILL o jl v STA. 4+00-6+98.45 INSTALL 299LF 8"D.I.P. -t�r,0 GID, 4790 F3 RESTRAIN ALL JOINTS 4790 W J 2 Vl � 4788 w W _ 4788 >W > 0 O 7 o W z 1� s o 4786 Q w _ w 4786 00 J N o J 4784 ^J x .4784 n — w � o a U O _ 4782 _ z ROVI E INSU TI o _ IF DE TH OF 'OVER 4782 R IS LE S THAN 6.5' 16 r L 4780 S Ilsss 4780 W INTAIN � P OPOSE 8"D.I P. ^ 4778 7 E ISTING 8"D.I.P. SSS IN CL NCE 4776 4776 O H N 4774 4774 4772 4772 GJ h (O a a M M N N O O Q\ OJ OJ h h (O 41 \CI a M M N N O O Q\ N N r r (O (O (O fD fD (O (O w10 OJ OJ OJ of of OJ OJ OJ W � W W of W W W W N N OJ o] N N N OJ GD OJ W of W W W N N N r r r r r 16 r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5400 5420 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 Q17 �� MpNTANq'mo.,, RECORD DRAWING STA. 0+20.45=STA.7+28.5 \\�, N.STH INSTALL 8"MJ CROSS. INSTALL 19LF 8"D.I.P.TO = I R10337 J. *i MURRAY JR,J*_ NORTH,CONNECT TO EXISTING 10337PE MAIN WITH 6"MJ VALVE AND \�f SX6 REDUCER. "�FJ`�'w�.„1ST�1?� STA.0+35 INSTALL 11 A MJ VERTICAL BEND WITH GRAVITY BLOCK 4 STA. 1+42 CONNECT TO STA. 0+50 INSTALL EXISTING SERVICE LEFT. STA.0+00 CONNECT TO EXISTING MAIN. INSTALL 11 Yy- MJ VERTICAL RENEWED WITH 31"C TO CEEC��W ASK 6"MJ GATE VALVE AND BEND WITH GRAVITY EXISTING-Y"C AT VALVE 6X8 J INCREASER BLOCK BOX APPROVEDEY. RJM STA.0+52 INSTALL STA. 1+83 CONNECT STA.2+65 CONNECT TO STA. 2+95 STA.3+27 STA. 4+24 CONNECT TO (EXISTING ALIGNMENT DID 8"MJ GATE VALVE STA. 0+97.5 CONNECT TO STA.3+62 DATE:3/31/2009 NOT REQUIRE BENDS) EXISTING SERVICE LEFT. TO EXISTING SERVICE EXISTING SERVICE LEFT CONNECT TO CONNECT CONNECT TO EXISTING SERVICE LEFT LEFT EXISTING TO EXISTING EXISTING STA. 0+54 SERVICE RENEWED WITH "C INTO SERVICE LEFT SERVICE SERVICE LEFT 421 NOT FOUND.SERVICE 417 HOUSE. 415 LEFT EXISTING SERVICE i IS FROM STH AVE. — 411 407 323 DO NOT RECONNECT / B �\ 3 4"C 3 4"C 04 3/4"C 3/4"C III 317 W a 3/ C E n —_--0+00 ZO w w —w— ---- — — as�b / coz + 0 f6lb 2 00 Ls�b S6L4 r-- ` —i tl �, � .6 � a 3 W. LA W. LAMME tl tl — T. o 0 _ 1 0 y W — — -------- 3/4"C 418 414 4 0 ' I STA. 0+94 3/4 C STA.0+96 CONNECT 3/4"C 3/4"C C ,., CONNECT TO TO EXISTING STA. 1+98 CONNECT ..0 316 3/4"C EXISTING SERVICE SERVICE RIGHT EXISTING SERVICE TO EXISTING SERVICE 3/4"C �J Q + I § RIGHT DO NOT RECONNECT RIGHT STA.2+52 CONNECT 11`QS]]I' p IS TO EXISTING SERVICE S . DO NOTRECONNECT CONNECT TO ABANDONED TA qg L[� I EXISTING SERVICE CONNECTECT TO RIGHT STA. 3+22.8 STA. EXISTING SERVICE DO NOT RECONNECT EXISTING SERVICE EXISTING CONNECT RIGHT :7 RIGHT EXISTING SERVICE SERVICE DO NOT EXISTING SEE RVICE STA. 4+80 CONNECT TO STA. 4+92 CONNECT DO NOT RECONNECT RECONNECT RIGHT EXISTING SERVICE RIGHT. TO EXISTING SERVICE SHOWN WAS NOT SERVICE RIGHT ACTIVE. FOUND SERVICE CONNECTED TO W 1 "C AT A VALVE BOX W 1 psA RENEWEDBEHIND WAL W/4"C AND KNEW VALVE id BOX. aG i I Scale: 1"= 20 U 4 � 0 10 20 aC FTV 479& 4798 �1 m HORIZ. SCALE: 1"=20' Q'� yl yNbZ� Z VERT. m N I M PEA ACKFILL CQ 479& STA.0+00-5+00 INSTALL 50OLF 8"D.I.P. 4796 0 jl 3 RESTRAIN ALL JOINTS ,.t III YPF �r0♦ GAY 4794 > 4794 N 3 w r� 479 f ° 4792 Vl w W `uu, l �Q+ 4790 ———— -- z oo w x c�>c�i w o w o N p u w z w T O Ll z z - 4788 4788 \ _ _ r ° FR DEIP H OF C TVER \\ - oo- �EXI TING 6 WATER Mq "'z ,� o o - '! - o txoLu SEE D FAIL SH D-1 +o o+ "' Um p w - - _ J 1 SSS z o x - 0 E.y « — _ z z w a 4786 4786 � _ + � z ^ w z °w - 'SSS F + o o m = w x o o Q � < N o � o w 4784 PRO OSED "WATE MAIN `ns S < —r M a— �o w z 4784 PR VIDE 6' IN CLI ARANCE FROM 555 F ` O Q p nsss � I 4782 SSS V \ 4782 0 N 4780 4780 4778 4778 O N M �fl m w N C N c'IO m 1 0 O N � MN N mI� mO m� mM mN mO N� NN hm hh 1cp � r m m m m m m m m m rn m m m m m m m m m m m m m m m m m m m m m m m m m m ro ro ro ro m m m ro m m m m � ro w w m 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 Qv \\\111111II IIIIIIIIII// DRAWING a oo�o MQNTA,NA ROBER ;= nAnL 0ooc. TA. 6+60.8 INSTALL 8X8 STA. 6+41 INSTALL MJ CROSS, PLUG TO 3ANN1l: WFS 8"MJ GATE VALVE Q SOUTH. INSTALL 19LF 8" a ; D.I.P.TO NORTH,CONNECT t CBBCL�BY.- ASK STA. 5+99 CONNECT STA. 6+35 INSTALL I� TO EXISTING MAIN WITH 4" To EXISTING SERVICE 8X6 MJ TEE, 7LF _ MJ GATE VALVE AND 8X4 LEFT 6"D.I.P., HYDRANT MJ REDUCER. APPROVPDHY: RJM ASSEMBLY. REMOVE TA. 6+95 INSTALL DATE 3/31/2009 STA. 5+22.3 CONNECT STA.5+58 CONNECT EXISTING HYDRANT TO EXISTING SERVICE TO EXISTING SERVICE a 8'MJ GATE VALVE TA. 7+46 DID NOT STA. 8+19 CONNECT TO STA.8+40 STA. 8+92 CONNECT TO LEFT LEFT EXISTING SERVICE RECONNECT SERVICE IS EXISTING SERVICE LEFT CONNECT TO EXISTING SERVICE LEFT 13 DO NOT RECONNECT FROM 3RD AVE. EXISTING w 311 0 $ SERVICE LEFT DEFLECT PIPE HORIZONTALLY EXISTING SERVICE DO TO 19' FROM R/W. 4 301 NOT RECONNECT 3 4"C kj ^G 217- 215 E 3 q^C 2/9 205 c n Vi ------ z �d 5+00 6 w — — — w— -- — — -- — — �� __ > F s 0 4.55 w a z a o ec w ---_—__— — W. LAMME SL h — — ---------- o ----------------- Z 3/4"C 121 N.3RD 3/4"C STA. 6+48.8 °s„ 220 STA. 5+83.4 CONNECT CONNECT TO 1/2"C 4"FIRE SERVICE 210 I I I TO EXISTING SERVICE EXISTING SERVICE C.I.P. STA. 9+25 CONNECT S o RIGHT RIGHT 11 N.3 D RII EXISTING SERVICE $ 4 3/4"C STA.8+66 DID NOT RECONNECT EXISTING SERVICE, STA. 7+40 INSTALL BX4 MJ TEE, DO NOT RECONNECT � STA. 7+38.5 INSTALL NEW 1-1/2" R 4"DI PIPE, INSTALLED 4"MJ EPLACED 4"C.I.P.WITH 39 FT. O SERVICE,CONNECT TO EXISTING GATE VALVE IN SIDEWALK WITH p� SERVICE AT CURB STOP. INSTALL NEW CURB STOP& BOX. CLEARANCE FROM EXISTING W DISCONNECT EXISTING CONNECTION RAILING FOR IMPROVED ACCESS.TO FIRE SERVICE, INSTALL BRASS !V PLUG. m l gn6 o Scale: 1"= 20 U 3 0 10 20 40 Y X 4790 - 790 W _ HORIZ. SCALE: 1"= 20' - a yN W TYP A BAC FILL ON 00 N _ STA. 5+00-9+74 INSTALL 474LF 8"D.I.P. �O 4788 RESTRAIN ALL JOINTS U 788 O w z -tt YyP•C a 4786 < _ a 786 I _ Ix Ld z J o zN w zt 4784 x ' - 784 a n _ w Z F w N > x r U - U O ti z r p - - + o w sD\ a Y — en 4782 °' J 782 V1 o II w 3 � N++ \ ; o z o z - - z -z, 9 - O� 11 vJ SS ul m --I w U w w - FO FO 0 i z < o fis 780 z z O T 4780 _ _ ,a _ \ aw + a o z a o z 0 o sss' �Ss m + F' 778 4778 � \ a— ASss 9a EI SS S � ® VI 4776 — — — — — —— — — 776 IF E INSU TI IF DE TH OVER _ 1 LE THAN .5'N 6 S F'1 SEE D AIL 4774 4774 ^0 4772 4772 ` v rn co n N rn 11 N o rn 11 In n N n N I� In r0 N o o rn m I� co In In n M N O rn ro r to to In In In In m � n of of of f ro f f x m m m W m m m m m m f f f of x o] w o] of N N N N N of W N N N of of N N ro of of of r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r n r r r r r r r r r r r r r r 4+80 5+00 5+20 5+40 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+80 9+00 9+20 9+40 9+60 W12 QYl RECORD DRAWING = i ROBERT J.. * MURRAY JR.r*= /�� 10337PE �o..ioS��NAL1�m`000� al \ UWN ° 3X : WFS� CfffiC�XoBBY: ASK STA.0+32.3 CONNECT TO EXISTING MAIN. FOUND g APPROVEDBy; RJM ,p 6"45' BEND TO THE EAST, PRESUMABLY STA.2+72 CONNECT s CONNECTING TO A"WYE"IN MAIN ST.CONNECTED d'P STA.3+36 INSTALL STA. 3+88 INSTALL DAM 3/31/2009 TO EXISTING SERVICE 8'•MJ GATE VALVE 8"MJ GATE VALVE WITH 8"MJ GATE VALVE,8"X6"MJ REDUCER, 6" / LEFT. FOUND PB {f MJ 45' BEND W/TB, SPOOL PIECE AND COUPLER. SERVICE CONNECTION U I Y . RENEWED WITH 1{"C. W STA. 0+40 INSTALL STA.0+74 INSTALL / TO EXISTING C.AT MJ 11 Yy' 8"MJ 11 Y" 4 THE VALVE BOX. 8 STA. 4+5177 HORIZONTAL BEND HORIZONTAL BEND CONNECT TO RF1 502 W. MENDENHALL EXISTING ¢ $ "C SERVICE LEFT 503 W.MENDENHALL x 19' ° _ 0 0 ° G �QBd� ------_ '� F tJ M \ ----------- Pwli R +00 2+00 raeb \ a�i � g 3+00 o a — f / N. 5TN AI E° a+oN AVE. ��\ s+oogoot M g o a o w L6L4 g 2 0 i ——————— v Z / m ---------------- -- / $ DID NOT 1 1/,CM IN �•C 420 L I RECONNECT DID NOT J awo o RECONNECT A. 2+78 CONNECT $ STA. 3+92 INSTALL 5X6 STA. 1+78 MJ TEE,22 LF 6"D.I.P. CONNECT TO TO EXISTING SERVICE EXISTING SERVICE RIGHT. FOUND PB HYDRANT ASSEMBLY RIGHT. 55�� RIGHT SERVICE CONNECTION REMOVE EXISTING HYDRANT p ]� RENEWED WITH Y"C. TO EXISTING C.AT THE VALVE BOX. �p z W w g Z� SEE SHEEP W-8 O O I � Scale: 1"= 20 - 0 10 zo 40 r w HO Iz.SC A E: 1" 20' VERT.SCALE: 1" = 2' � dNb 48 w o TYPE A(BACK FILL 4806 Gy II Ij; oo ?¢ FLO ABLE FI L PE A ACKFILI qi 3 STA.0+32.3-5+00 INSTALL 467.7LF 8"D.I.P. G 6 w RESTRAIN ALL JOINTS co w0 II�2 w 0 "f I III yQ�~ 4804 o �Iz) * 0Py u 4804 3 wiz _ �a 4802 zm _ � � �0 3 4802 z o N a N 4800 4800 O o w w w N x O z + 4798 w o o a w p 4798 o ro a a> 3 w J E_ r ^ z z < m O In M N w 4796 4796 NXISTI G 6 +Z z 6 + + z = �1 4794 4794 PRO OSED tn 4792 11111-1.71 0 — 4792 THAN 6.5'S E DETAI EXI T 8 EET D- SS NG 6 MAIN 4790 O 4790 O N 4788 4788 47RH OJ o0 OJ OJ OJ OJ OJ OJ 4786 O N N In C? O OJ M ll� N O lc� N M N M N N N N N N N cli cli O . m m m m m m , n I n n n O O O O O O O O O O 3 3 O O O O O O O OO O W13 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 4460 4+80 5+00 5+20 Qa /�\ ��\\��pp \\0000MpNTANq ro IR IE C O IR D DRAWING , fURRll \ i RMBERT1 10337PE ice; "'��NALE�ovo uorpumnn mnm�c MAWNX16 WFS C CHECKEDBY: ASK 4 \ APPROVEDBY: RJM r ]� DAT& 3/31/09 5TA. 7+28.5=STA. STA. 6+88 0+19 LAMME INSTALL INSTALL 8"MJ 8"MJ CROSS GATE VALVE ,q R a STA. 6+34 CONNECT TO n 502 N. LAMME EXISTING STA. 7+47.53 CONNECT TO 3/4"C SERVICE LEFT f EXISTING MAIN. INSTALL 8 X6 YD MJ REDUCER, 6"MJ GATE z VALVE O 5+00 r 6+00 M 6.. w a o 7+00 47.53 0"L4 L0 N. 5 TH A 5 TH 4 —1 — z° ------------------- I F" a � O gz-9!1 ,fir r, ci Scale: 1I— 20 vV] 0 10 20 40 y HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2' PN * P,yN,t 4802 4802Go N iiM$ O M STA.0+32.3-5+00 INSTALL 467.71F 8"D.I.P. m CO 3 RESTRAIN ALL JOINTS 4800 t7i 4800 = a Vl w N 4798 4798 O rr�� _ _ o V1 4796 1 " 4796 O LU 4794 � � w z 4794 V. z x 3wx + o °z _ Fr 4792 a= o m „5D o 4792 n i i n ALA p XISTIN + n �` 4790 OpOSE 6' MAI a 4790 w 77 4788 4788 z SULATE IF LES THAN 6.5'SEE DETAIL SF EET D- O 4786 ASS 4786 O N 4784 — 4784 4782 4782 ro co r� N o . m . . e N o w I I I � I o co u� � � � � o� � q co co . � . c� �i N a v v a a a NiW14 rn rn rn rn rn rn rn o� o� o� o� o� o� o� o� w a a a a a a � � a a a a � a a a a a a a a e 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7100 7120 7+40 a17 f OmBB,'L 4ir �nrrr.. /EOOOO DRAWING RBERT NOTE: COAT RODS WITH _*i MURRAY JR.°.�*` NOTE: COAT RODS WITH 10337PE / "KOPPERS"BR "KOPPERS"BITUMASTIC NO.5 COATING OR EQUAL. NO.5 COATING OR EQUAL. �,c�4>.R 14` /i' �LSTE� VB '%... ramm�n nmom VB 3AWNDT.WFS CBECKEDRY: ASK VB AeeEoveoEr: RJM DATE:3/31/2009 VB i I—III— I—III— F � p ° 11 p d IIII= M Q d p d III— TVPE"A"RIC-N Q G ° p ° L p IIIII IIII p ° �� FOR11V4'AND22V2VERTICALBENDS Q -F-,T imp VB S d II— p Q GO PIPE VERTICAL C.F.OF SIDEOF DIAMETER OF DEPTH OF p Q O p 1Tf—I ll Z SIZE BEND CONCRETE CUBE ANCHORRODS(2) RODS IN p m T-T 22 —II DEGREES BIOCKI NG (FE ) NCHES) CONCRETE(ELI F III= 4" 111/4 B z 3/a• LS tv d 4 w a Q 6" 22 V2 11 2.2 3/4•' 2 L ° IIIIIII— � d L I III— � 6" 11 V4 11 2.2 3/4" 2 p Q p = = 6' zz V2 25 2.9 3/a• z ° Q p p B• 11V4 16 2.5 3/6•• 2 1III'= Q d 22 V2 47 3.6 3/4" 2 Q - -K- ° p ° 4 ill ri p _ d p 4 4 d. �Qif 4 ��- d p d llw:ll ° l l I it II l- d TE TE L p TYPE"B"BLOCKING .� IIII p p u> FOR 45 VERTICAL BENDS p. `1ITITo:II 4 ° ? PIPE VERTICAL C.F.OF SIDE OF DIAMETER OF DEPTHOF ° d g IIIIIII SIZE BEND CONCRETE CUBE ANCHORRODS(4) RODS IN d °IIII DEGREES BLOCKING )FEET) (INCHES) CONCRETE(H) M44000 CONCRETE 4 —LI 45 o - 3/w, 2 M-4000 CONCRETE � Tf T I— V 45 6B 4.1 3/a•' 2 — a ° _ T=, e" 4S 123 5 3/a' z d ° p d = ° p III—LI d p III if ° d p II I II�I— I III— 0 II III=7 p� GRAVITY BLOCK DETAIL — TYPE A BLOCKINGIIIII GRAVITY BLOCK DETAIL — TYPE "B" BLOCKING(IIIIIII 0 p a NITS TYPE "A" AND TYPE "B" BLOCKING TABLE NTS ti PCZ � vM tib Ill i• 6�� o M c ASPHALT TRENCH RESTORATION ZONE d EXISTING ASPHALTSURFACE& BASE o II ti COURSE TO REMAIN PLANT MIX ASPHALT SURFACE COURSE -III I 1' CUT-BACK — — 1}"MINUS CRUSHED ASPHALT ONLY III III AGGREGATE BASE COURSE (BOTH SIDES) F II= PROVIDE TEMPORARY PATCH WITH PLOWABLE FILL. 11 VAR( BLE III 6"MINIMUM OR 12"MAXIMUM PROVIDE 2"OF 4 WIDTH MINIMUM TO UNDISTBUSED AGREGATE SAND BEDDING = BASE COURSE ABOVE AN BELOW WATER PIPE INSULATION BOARD. PIPE BEDDING SAND AS REQUIRED TEMPORARY WATERLINE Ir'L HIGH DFOAM INSULATION BOARD 1O'F OR APPROVED EQUAL). (SNROFOAM BRAND HIGH LOAD 100 -1 11 1-1 1-1 1-1 1-1 1 II PROVIDE 2'THICK INSULATION CUT THROUGH BOARD IF DEPTH OF COVER IS 6.5' PAVEMENT TO EXISTING PAVEMENT TO 5',AND 4"THICK INSULATION O BOARD IF DEPTH OF COVER IS 1. WHEN THE EDGE OF ASPHALT CUTBACK IS LESS THAN 3 FEET FROM THE PROVIDE A O O O O LESS THAN 5'. GUTTER OR CURB,THE ASPHALT SHHALL BE REMOVED TO THE GUTTER MINIMUM DEPTH OR CURB AND RESTORED.NO SEPARATE MEASUREMENT AND PAYMENT SHALL OF 6"OF COVER BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK OVER TEMPORARY SHALL BE INCLUDED IN BID ITEM 130,ASPHALT SURFACE RESTORATION. WATER LINE. O O O O O O 2. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR ALL F+Fy �F�1 STREETS EXCEPT FOR MAIN ST. O O O BASE 6 IN MIN. ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN TYPE"B" 4"(2 LIFTS) 6"BASE 9" 3. PAVEMENT RESTORATION FOR MAIN ST AND MENDENHALL ST. SHALL UPON COMPLETION OF WORK,REMOVE TEMPORARY LINE WATERLINE CONSIST OF 4"TYPE B ASPHALT ON PLOWABLE FILL TRENCH AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX BACKFILL. TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF A. FLOWABLE FILL SHALL BE POURED TO WITHIN FOUR(4)INCHES FLOWABLE FILL BACKFILL. OF ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF N THREE(3) HOURS PRIOR TO PLACING ASPHALT SURFACING. B IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, SLURRY SHALL BE POURED TO THE TOP OF THE ASPHALT SURFACING,AND A MINIMUM OF THREE(3) HOURS CURING TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL PLACING THE ASPHALT SURFACING,4"OF SLURRY MIX SHALL BE NTS REMOVED,AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM PIPE INSULATION DETAIL OF ONE(1)FOOT BEYOND THE TRENCH LINE. NTS C. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING THE PERMANENT ASPHALT PATCH. D. A MINIMUM OF FOUR(4) INCHES OF HOT ASPHALT(2 LIFTS) SHALL BE USED FOR THE PERMANENT ASPHALT PATCH. COLD MIX ASPHALT MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS AVAILABLE. DETAIL — ASPHALT STREET SURFACE RESTORATION NITS D1 QYI DRAWING nnnunmum��r� �f f ROBERT4W/ *i MURRAY JR.i*= - "P� w�p� 111 „ NAiLiE��wcoo,: CmCe.®er: ASK rE _ I I f rw w.e.wr aou APPROVPDHY: RJM DATE..3/31/2009 EE 13 ith i c o 6 Fn*c 47, 1 u z tact �y n c.. � + • �: f � S --�i, 6 inch PCZ � vM o 'M CC) d o ii2 In f EE ■�_ ®� 0 let 1 6inON H MF ! I j 1e A 6inch *,.� �.. .. n•h 6inch ' -6ti �l'i17 D2 Q�