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HomeMy WebLinkAbout2014 Water Renovations u�pNTAINq'w%,� E R.1t_ 1 fir` RENOVATIONS AW2014 WATER A,��,,,,,� DRAWN BY: KMC CHECKED BY: B ZEMAN MONTANA APPROVED BY:_ CITY OF O DATE: I1 11—19-2019 o �e B OZ o z RECORD DRAWING 883 o aaoaoQ m z14 14 o IN co. O lJ +�jTy O a FEBRUARY 2014 0 yNd T'P III I' �y0 W 9 m � $ o 11�� GENERAL NOTES ��''• "` R, VICINITY MAP LEGEND INDEX 1. ALL WORK ST THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE BOZEMAN MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION,AND THE CITY OF B6TH EXISTING GAS LINE MODIFICATIONS IN THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS.6TH � Griffin D � COVER SHEET C1 EDITION,INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. Wheat Dr. N/47es o ` \`,.`, N. MONTANA AVE. STA 0+00 TO 5+40 W1 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2011-2012 BY ` _ __ EXISTING STORM DRAIN MORRISON MAIERLE,INC.ALONG NORTH MONTANA AVE. SURVEYING ON EAST PEACH O ' \� N.MONTANA AVE. STA.5+40 TO 10+90 W2 STREET FROM N.MONTANA TO N.ROUSE AND ALSO ON EAST ASPEN ST.FROM N. PROPOSED MONTANA TO N.BOZEMAN AVE.WAS DONE BY C.O.B. ENGINEERING STAFF IN Q) N.MONTANA AVE. STA. 10+90 TO 16+40 W3 2013-2014. L ` > WORK AREA EXISTING WATER MAIN 9okrar `Q N. MONTANA AVE. STA. 16+40 TO 21+30 W4 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE Tschache Lane ( Bryant St. AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE aoe e�r9ree E.ASPEN ST. STA 21+30 TO 25+00 W5 CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING Or, EXISTING TELEPHONE LINE N. 19TH AVE VALVE REPLACEMENT CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT ` Bond St °' ' y EXISTING UTILITIES. E.PEACH ST. STA 0+00 TO 4+00 W6 ' y 4. EXISTING WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT OF NEW Baxter Rd. ' o�� o��P EXISTING OVERHEAD POWER N. ROUSE AVE. STA 0+00 TO 15+50 W7 WATER LINES.ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF e� Dt DETAIL SHEET THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS. z _ uv uv EXISTING UNDERGROUND POWER 5. ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACC — FIBER OPTIC LINE STA 0+00 TO 27+97 F1 ORDANCE O a ` a WITH THE PROJECT SPECIFICATIONS.TEMPORARY WATER SERVICE SHALL BE PROVIDED TO ' N- ' itch e¢ ,,.— -,� EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT ALL CUSTOMERS AS SPECIFIED IN'TEMPORARY WATER SYSTEMS'—SPECIAL PROVISIONS. L d St. 6.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL Birch St. St. `r{ SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING d W 1 T III' 7 SANITARY St SEWER MAINS OR STORM DRAIN MAINS,UNLESS OTHERWISE SHOWN ON THE 67, EXISTING SEWER MAIN O rTT z U Hemlock . a. c PLANS OR AS DIRECTED BY THE ENGINEER. n1 er 9xo 7, ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED TO THE CITY OF BOZEMAN z ' Stevens ' ' DF__�o _ EXISTING SEWER SERVICE St. Juniper St. { WATER DEPARTMENT. ' Tamarack St. z St. `r e. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS.WHERE z PROPOSED B'WATER MAIN MINIMUM COVER CANNOT BE OBTAINED,PROVIDE INSULATION BOARD AS DEFAILED ON ❑❑ s en St.❑ O `P{ THE PIANS. W Aapen SL❑ RIGHT OF WAV 9. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE N N z 'Cve. ' ' ❑ ❑❑ ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE Tel _ ❑❑�� ENCOUNTERED. a a. Z E EXISTING WATER SERVICE 10. THE WATER SERVICE LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE rlatt� eac t•❑❑❑ SERVICE LINE KEY 3 ❑❑ CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EACH SERVICE PRIOR TO ong St. INSTALLATION OF THE NEW WATER MAINS. ®r St. q4, .—I z Fj T `F EXISTING CATCH BASIN LOCATED THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE a< ridle S oaa LOCATED LINES,I WHICH. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH N ADDRESS OF THESE LINES,WHICH VARY IN SIZE AND COMPOSITION. � �r — Villa St.❑ ® EXISTING CURB STOP 12. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS, ^ z a Davis St. ❑❑❑❑��� ❑I g OR OTHER FITTINGS TO COMPLETE CONNECTIONS. EXISTING WATER LINES VARY IN z z z z e l St. L© T W.Beall PROPOSE [][][][��0 O0 L 5t. PROPOSED EXISTING STREET SIGN YZX COMPOSITION AND MAY BE D.I.P.,C.I.P.,OR OTHER MATERIALS.ALL JOINTS THAT ARE II�W�q WORK AREA y� / \ � NOT SUBJECT TO THE PRESSURE TEST SHALL BE VISUALLY INSPECTED UNDER LINE WORK AR �0®© Men enh �� � ❑❑❑❑ ro SIZEKN MA:UN TYPE PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR TO BACKFILLING. EXISTING FIRE HYDRANT ?=UNKNOWN ?=UNKNOWN C=COPPER THE WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON W. M In St. O��©��❑❑❑❑❑❑❑❑❑❑ C.I.—CAST IRON THE PLANS OR S THE REPRESENTATIVE RI THE CONTRACTOR SHALL NOTIFY THE PROJECT � EXISTING STREET LAMP D.I.=DU TILE IRON ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. �® V O k St.�❑❑❑❑❑❑�� GAL GALVANIZED AN THE CONTRACTOR IS RESPONSIBLE FOR ALL S BSITESHALL SAFETY FOR HIS WORKERS oboock St. a k PROPOSED FIRE HYDRANT I.S. =INSIDE PROPERTY AND THE PUBLIC.ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE m a�❑❑❑❑�❑ O.S. OUTSIDE PROPERTY CONTRACTOR FOR HIS PERSONNEL. ❑ j0gFMFJ 5 5®� ❑ live St. m O EXISTING SEWER MANHOLE 15.THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM ��®❑❑❑❑ aDAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. SHEET NO. 1 Cu s St Curtiss St.m EXISTING WATER GATE VALVE 16. EXISTINGPIPE THAT IS ABANDONED IN PUCE SHALL BE CAPPED OR PLUGGED ❑❑❑❑❑�00® I E �+ss WITH CONCRETE R ALL OPENINGS. C u�iQ Fat PROPOSED WATER GATE VALVE 17. NON—COPPER WATER SERVICES UNCOVERED DURING CONSTRUCTION SHALL BE 1 ❑❑❑❑❑❑Q�❑❑D�LJCI� m o M Bogert PI. REMOVED AND REPS E WITH 1E MINIMUM COPPER SERVICES TO A POINT THAT Stor St EXISTING COPPER IS ENCOUNTERED OR THE METER,WHICHEVER COMES FIRST. PIPE � I n r-1 r-17_1 r_1 r�.r--,r-, ran n n n,—.��r—+r—i Story St. W/V.B. WITH VALVE BOX. SHALL BE 1'MINIMUM BETWEEN THE MAIN AND THE CURB BOX. OF 10 MONTANgNNI a R ) J. (�7lE 9r_ I 1 ,a s ry�pbGb00pIIAI1 100� ��\`O Scale: 1"= 20 DRAWN BY: 101G RECORD DRAWING 0 10 20 40 OBECEED BY: nJI APPROVED BY: DATE: 11/01/2013 I Iy I STA 0+27 5.8' RIGHT I, INSTALL TEMPORARY 2" CORP STOP E IM FOR FLUSHING &TESTING PURPOSES F IF NEEDED STA 5+17 CONNECT TO a STA 1+35 CONNECT TO STA 2+90 CONNECT TO EXISTING SERVICE LEFT EXISTING SERVICE LEFT EXISTING SERVICE LEFT e 4 _ I STA 1+54 CONNECT TO EXISTING SERVICE LEFT STA 2+35 CONNECT TO STA 4+22 ABANDON STA 3+52 CONNECT TO STA 5+02 CONNECT TO O � LEFT EXISTING SERVICE LEFT STA 0+5fr INSTALL 8" EXISTING SERVICE LEFT EXISTING SERVICE RIGHT m 22.50" MJ HORIZONTAL BEND 305 311 EXISTING SERVICE 321 3401 / -�, - �1 - m / --�• / / 325 VACANT LOT I L— —x 3 4 Cam+r �.3' " 314 3 4"CI V x—x _ - 3 "C 3/4"C / " 0+00 1+00 STA 0+20. 5.8' RIGH - - 2+00 -r a-T.--�—3+00 4+00REMOVE EXISTING 10"zYI TEE0 _INSTALL 10"XB" MJ IfEE & CONCRETE THRUST LOCK, w --- -- -w ANY ADDITIONAL 10" FMPE & N.MONTANAAVE z - / --ss COUPLINGS REQUIR D TO _ -- COMPLETE THE WORK SH L BE - _U - -- i N.MONTANA AVE INCIDENTTAL TO THE CONNICTIONW IN STA 0 MJ HORONTAL BEND B�3&307 STA 0+94 CONNECT TO 3/4"C STA 1+61 CONNECT TO 3/4"C 316 3/4"C 2C4-330 402 I r - 1 - - N --- N `M 3 4"C EXISTING SERVICE RIGHT4" 406 I- I I O o EXISTING SERVICE RIGHT 3/4 C 3/4 C 3/4"C (� zy R, a STA 2+86 CONNECT TO STA 3+91 CONNECT TO d N w RI F STA 2+34 CONNECT TO EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT STA 4+37 CONNECT TO ;j Q. o d I STA 0+25, 5.8' RIGHT EXISTING SERVICE RIGHT STA 3+28 CONNECT TO EXISTING SERVICE RIGHT q iL z I I Do F INSTALL 8" MJ GATE VALVE W/V.B. EXISTING SERVICE RIGHT Q I d �n Oz Z 1--M U O J Z W Tx1 O N O F- W z x a l4 � rN r P I � c �9 1-0- �i ai Z Z ZRIZ. SCALE: _ 0TYPE A BACKFILL 4782.00 o 3 Zz STA 0+20 - 5+40 INSTALL 520 LF HVOERT. SCALE: 14782.008" CL51 D.I.P. dzo RESTRAIN ALL JOINTS NW a a yOZ4780.00 a ¢ ? 4780.00 z (/� wow Zxa0= +o zx4778.00 wm o=oa w Fa4778.00 Ja3N z m O wNO _ j O az z —^ Woa.s' z w mans.00a U? s r Z Z w z F w ans.00 N + 5.5' Z Z ao \ Na �wsu + O o z U Na�^ ZOUm} UN ZNto N uxzz 5.a' W! Z'i.3' V0W± + 5. M r W0 z Z 00 .4 INSULATION ww3 6.54774,00 9 z w z o z"0" N + z . z + LL o o 5 a' 0 6O F7 O+ W 5.5mz 0 2 SHEETS INSULATION (a") V 4772.00 + V 5.6' � 4772.00 OLOn} ^) S55 O z N O U 0 SSS m SSS �j v + z (~(� 4770.00 o 4770.00 Pi PROVIDE INSULATION SSS — — 0 u O IF DEPTH OF COVER IS Q �+ �n LESS THAN 6.5' (TYP.) SEE DETAIL SHEET D-1 GRADE BREAK 2"INSULATION (TYP) I I u. 4768.00 4768.00 - SSS SSS 4766.00 SSS 4766.00 4764.00 4764.00 ttpp pp �p tp �p pp Op SHEET No. 2 OD fO M N N O W m n fD iD N Q O N D ' ' n n n �r On n Wto mf n Wl0 ^ <m tVh ti N^ to O T^ NO a0^ 6 (O Nn Q N W OD O6 v a v a a v v e a a e a e a a o a a a a v v < v a a < v a a o a v a a a a a e a a a v a a a a a a a e a a v 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 OF 10 000a;�NTArNq iiu F RT yT{J. s I PE RECORD DRAWING Sale: ,"= 2D '�.,,,, rAa� 0 10 20 40 DRAWN BY: KKG CHECKED BY: APPROVED BY:_ DATE: 11/04/2013 STA 6+87 CONNECT TO STA 7+50 CONNECT TO EXISTING SERVICE LEFT EXISTING SERVICE LEFT STA 8+68 INSTALL 8%6" MJ TEE, 34 LF 6" D.I. LEAD STA 10+25 CONNECT TO PIPE & 7.5' BURY HYD ASSY. RIGHT EXISTING SERVICE LEFT STA 5+73 CONNECT TO STA 6+18 CONNECT TO EXISTING SERVICE LEFT EXISTING SERVICE LEFT STA 8+97 CONNECT TO STA!8+33 CONNECT TO EXISTING SERVICE LEFT 3/4" 3/4" 3 4'� EXISTING SERVICE LEFT STA 10+71 CONNECT TO 413 415 421 STA 9+37 CONNECT TO EXISTING SERVICE LEFT / 425 509 511 515 EXISTING SERVICE LEFT 3/4"C i, - f 3/4"C 3/4"C 3/4'C /4 523 5 c 3 "C 3 4"C W rrr xr m rn 6+00 xr m rx r" m �, r rrr xr m m rrr 7. -, 7+00 xr m m .. xr rrr rrr rrr xr rrr nr m nr -xr rrr 6 g+pp 00 m 10+00 �' s 11+00 3 ss N.MONTANA AVE 3 z° r„ UI r __._ a _ /422 armW . y'—♦ ai ai m mW - � u \ ar m /5/1 m m m nr � Nu \ u N 4146 � � ` rn m m r ar m W414A STA 6+09 CONNECT TO �416 421 N./ � EXISTING SERVICE RIGHT 502 — W F N N c4"C 3/4'C 4"C ROUSE 424 N. 3/4"C 506 STA 8+73 INSTALL4 518 - 526 - N z '" I �'LO STA 5+58 CONNECT TO STA 6+87 CONNECT TO3/4"C MONTANA 3/4"C 8" MJ GATE VALVE4"C 3/4"C 520 3/4"C OOi Q x EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT 3/4"C STA 7+61 CONNECT TO W/VALVE BOX STA 9+63 CONNECT TO 3/4"C O+ a X STA 5+56 CONNECT TO EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT STA 10+59 CONNECT TO 0 p, p C EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT W p; yd I STA 7+08 CONNECT TO STA 8+49 CONNECT TO F Q d I EXISTING SERVICE RIGHT EXISTING SERVICE RIGHT STA 10+21 CONNECT TO O E" o w EXISTING SERVICE RIGHT Z Zo N Z STA 9+34 CONNECT TO J EXISTING SERVICE RIGHT w w E„� Z E'I Z O m � z w w U W o 0 o x z E- a �° TYPE A BACKFILL HORIZ. SCALE: 1" = 20' p I;Cn y STA 5+40 - 10+90 INSTALL 550 LF VERT. SCALE: 1" = 2' Co 2 $ 4776.00 8" CL51 D.I.P. 4776.00 y r g RESTRAIN ALL JOINTS _= O 0 0 z ¢4774.00 w z0 = 4774.00 U U U I W w to rn N O j O Z � 2 0 O K Y U Z y z z z u i N z z yr z z 3 r 4772.00 x o I - z 4772.00 V 1 0 w w w a z z z z 0 0 0 In w a 9 'o a a o O W O w0 W N z I W U 0 = O . SeSS otzD zx z Fmrn z N VaNI coNOuxwzwz x o 0 ~ i 3w^Z 4770.004i70 00 0 zo W ZzUWZ z O 0 z OZ Zz ( O U 1w �+ O Z+ z + W lz,- u z 4768.00o 4768.00 + 2"ISUTATrONV o z vw I z w z w H¢ U ^ O X j 6+ �w �0 z 0 zO" H zz +n O4766.00% z4766.00 m ' z o w = z [ dz o o U o r o �1 wI rW w ¢ U 4764.00 O.CI+ 476400 m + �+ + + (5 SSS + U Q L0 Cf)Z SSS 4762.00 ��r✓sul�rlON 4762.00 I SSS I — SSS w 4760,00 = GRADE BREAK SSS I 4760.00 O H SSS ^ 4758.00 4758.00 SHEET No. 3 4756.00 4756.00 uv'i a rO o m uni M N o m n e n N N co n N n `�$ cy, N �i m n iq a M °' m n a rn m n r°Do, a o a? � 1 i o n o 0 0 0 0 m m of m ro n n r n � co co ro ro ro ro ro co ro ro ro ro ro v a a a a a a a a a a a a v v v a v o a a a a a v a a a a o v a a o c a 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 9+80 10+00 10+20 10+40 10+60 10+80 11+06 OF 10 ���ph14"IT A IllI1I 1p/p� N /yq m� R B R; J. * YI R,*= STA 13+14 INSTALL 8"x6" MJ TEE ! 1 RECORD DRAWING za STA 13+32 INSTALL 8"22.50' '� '4LLSi ti�zs 23 LF 6" D.I. LEAD PIPE& F MJ VERTICAL BEND on AL�X`aac T.-& BURY HYD ASSY. LEFT ���//III1011n11111111111P 6.5' + STA 13+40 INSTALLS" 22.50' Scale: 1"= 20 DRAWN BY: KHG MJ VERTICAL BEND * CONCRETE GRAVITY BLOCK CHECKED BY: 0 10 20 40 STA 11+09 NEB TO APPROVED BY: EXISTIIII�yyy(JG SE CE,Y,E STA 12+21 ABANDON 11/ �I EXISTING SERVICE LEFT STA 13+42 CONNECT DATE: ll/05/2013 lJ STA 11+56 CONNECT TO EXISTING SERVICE LEFT STA 12+64 CONNECT TO ° TO NEW MAIN 6" 10"x8" MJ TEE EXISTING SERVICE LEFT I SEE SHEET"W6" FOR E. PEACH ST. ABANDON IN PLACE �; STA 13+07 INSTALL I �, WATER MAIN EXIST. 4" C.I. WATER MAIN m E 527 531 537 8" MJ GATE VALE W/V.B. 3/4"C 3/4"C x-X 3/4"C „ x J a J n x..?41-� ` b STA 14+51 ABANDON STA 15+78 CONNECT TO FT \ STA 13+98 33.6' LEFT EXISTING SERVICE LEFT EXISTING SERVICE LEFT ,,, - REMOVE EXIST.VALE BOX STA 16+29 CONNECT TO "' EXISTING SERVICE LEFT z 11+00 12+00 °' 1, I 17"C 609 615 y 603 STA 15+15 CONNECT TO � 13+00 3/4��C E%ISTING SERVICE LEFT 3/4"C 619 3/4"C W - - - ss - \ 530 536 1"C INSTALLED TO STA 11+87 CONNECT TO ____ '� I N.MONTANA AVE 3 EXISTING SERVICE RIGHT '�44 -- �,4+ r sg m 3/4"C 3/4"CCURB STOP (A.B.) 3/4"C C 15+00 Li STA 11+46 CONNECT TO I _ I 16+00 �¢ _ QI N EXISTING SERVICE RIGHT rn STA 12+70 CONNECT TO + EXISTING SERVICE RIGHT m o �9 o O ' >1 x n MJ TEE. INSTALL 6- D.I.xLEAD PIPE I /4"D X,. +'� 3�4"C 614-616 618 + w d (n 2 k RE-USE EXISTING HYDRANT RIGHT 3/4 C 3, 0) INSTALL HYD EXTENSIONS AS I STA 14+84 CONNECT TO Q NECESSARY TO GET 5.5' BURY Z i SEE SHEEP "W6" FOR EXISTING SERVICE RIGHT !/1 Z I z m STA 16+09 CONNECT TO O EAST PEACH ST. STA 13+97 INSTALL STA 15+40 CONNECT TO EXISTING SERVICE RIGHT 1 14 '0 WATER MAIN 8" MJ GATE VALVE W/V.B. EXISTING SERVICE RIGHT W YLd U STA 13+78 STA 15+76 CONNECT TO Z I� O Q I//\ ��I�'-�� IW/NNECT TO IONS" MNE TEE MAIN EXISTING SERVICE RIGHT W z N m STREET WATER SEE SHEET 6MAINR EAST PEACH 0 w nOt pOq F OS 4//U.UU R 4r 1lJ VU U R 11 * PNP v, 3 TYPE A BACKFILL HORIZ. SCALE: 1" = 20' z STA 10+90 - 16+40 INSTALL 514 VERT. SCALE: 1" = 2' c Ilrh°i n z LF 8" CL51 D.I.P. m 4768.00 + RESTRAIN ALL JOINTS 4768.00 m °D $ p z a ; ro y ♦'Z N J z p Y w z p _Z Q p Xp m Z Z 4766.00 J p N F W a w ri ui 4766.00 U W ¢ O�Z Q p z x K Z t z �y 3 + z z �U OQ U4764.00 c3 xzWN ~N3U` O wp4764,00 z 6.0'wzw(/1 Z z Z N Zp ZHS O0 W n W U U N O O 5.6' 5.6• O O U F? al 1K- O Z O+ Ia to ¢ z ¢ '>.45' U F, m N d Z p W K N > >U>>U 3 O d IA U z 6.1' O] N d 1- Z-is ¢ b N X W> K 4762.00 ± n0 ry o zp °p v ^p cp.1 U W zo z w K� w W 4762.00 U Z eMII a�� n�ti n az zz �F zp V=i N N Q UI + + d 7 +UN T ❑ QQ W X�- N Z N w Z > Z m Q o W W W O IN�UL-nOON N rs1. }d Z ¢V~-1 w Z J Q• Z f W W 4760.00 n Q 9 a rn w vwi a s o 5.3' S.5' d z o Q z O 4760.00 W + \ N \ ~J Z N N Z O z (0 N SSS SSS \ N� ¢ } 7.t' pcoi �i Q w z Qi E" 3 GRADE BREAK \ d 7' n z z N O 475800 PROVIDE INSULATION (TYP) - + s 7 N N 65 U o I a758.00 /'lam r� F w Li IF DEPTH OF COVER IS SSS ¢ a F•L� z 2 LESS THAN 6.5' (TYP.) m a o.2' N Z a zO SEE DETAIL SHEET D-1 SSS 18" PROPOSED 10" > m m :mj (� j O w D.I. MAIN - 4756.Oo LLJ ON E. PEACH ST. ; -14"w11LIT1oN ¢ ¢ 2 l N 4756.00 h+i O O O SEE SHEET "W6" a SSS N ~ ."•1 rn STA13+32, 27" RCP SO XING I F + OBTAIN 18" MIN. VERT. SEPERATION �0 n 1= --1INSULATION SSS SSS 4754.00 F m N> 5335.0' 4754.00 z to p z m Lu w N� IF DEPTHID OF CO ERIOIS _Z z ?U ? LESS THAN 6.5' (TYP.) 4752.00 ao SEE DETAIL SHEET D-1 4752.00 O U +41 ao 7 Q C�P F W rN+i INSULATION 4750.GO 4750.00 �n1 N SHEET No. 4 4748.00 �p yy pp mm ttpp o p p yy yy 4748.00 I�11111 m n la O Nf r' O aD t0 'a N N ai N ff O OOi n h Q d [7 N N 'a A n p r N O N ap 8 ap r `0l"f T O r fD Q M N S ai a) 10 aD t0 O N m m m m m m 6 to m n m e n e m m m ^ sc m m flo m m m % m m m In I°irn a a e a a a d a v v a d d e a v v v d d e e o o v v d o v a e d e o a a e a d a a v v a a a d v d a d v d e d d d v e 10+80 11+00 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 OF 10 MpNTANq°H�� aa`�w R J, o RECORD DRAWING Scale: I"= 20 //%O 1 �iomunninunmmo� STA 17+25 INSTALL 8"x6" MJ TEE, 10 LF 6"D.I. LEAD PIPE 0 10 20 40 DRAWN BY: EYG & 6.5' BURY HYDRANT RIGHT I' CHECKED BY: INSULATE LEAD PIPE WHERE DEPTH OF m COVER IS LESS THAN 6.5' (TYP) APPROVED BY: STA 18+09 CONNECT TO STA 19+20 CONNECT TO �, DATE: 11/06/2019 EXISTING SERVICE LEFT STA 20+36 CONNECT TO S 2 86, 32.3 LEFT STA 17+00 CONNECT TO EXISTING SERVICE LEFT EXISTING SERVICE LEFT R OV EXIST. HYD ASSY. gg EXISTING SERVICE LEFT I m 0 E � STA 18+84 CONNECT TO STA 19+49 CONNECT TO w EXISTING SERVICE LEFT EXISTING SERVICE LEFT 623 �� 3/4"C 701� STA 19+86 CONNECT TO STA 20+46 CON l 1 u ?C 705 717 EXISTING SERVICE LEFT EXISTING SE E 3/4"C 711 715 3/4"C / 324"C 7211 I �� = 3/4"C 3/4 C / / O N.MONTANA AVE - - --- M pp ` � 7 18+00 ,,, 19+00 20�00 .� .., < 7+uo w z1+o a m - - _ 3 ,. ° STA 21+30 INSTALL 8" pI LLJ ' \f�` ► � MJ HORIZONTAL BEND N x 6 " I a 702g 9 II'u a0 W 3 n - W STA 17+09 CONNECT TO r O N O p EXISTING SERVICE RIGHT O 3/ C STA 7+89 C0� 710 712 - - I m + OZ EXISTING SERVICE RIGHT 3/4"C 3/4"C 716 720 724 ► lr* F I K ! 3/4 C 3/4 C 3 4 C � STA 17+30 INSTALL O STA 20+64 CONNECT TO / " fail s� 8" MJ GATE VALVE W V.B. STA 19+47 CONNECT TO 9 a o / EXISTING SERVICE RIGHT z Q a STA 17+88 INSTALL EXISTING SERVICE RIGHT In �� w y < I H 71 STA 19+90 CONNECT TO GLI Ca I VI 8" MJ GATE VALVE W/V.B. EXISTING SERVICE RIGHT STA 20+84 IN X� Q 0 I STA 16+76 CONNECT TO 8"x6" MJ TEE, 11.5 LF 6" D.I. Q Z I z m EXISTING SERVICE RIGHT STA 20+31 CONNECT TO LEAD PIPE& 6.5' BURY HYDRANT RIGHT S a w lal EXISTING SERVICE RIGHT INSULATE LEAD PIPE WHERE DEPTH OF FF I J COVER IS LESS THAN 6.5' (TYP) 1 S E'I O z6 m STA 20+89 INSTALL z H 8" MJ GATE VALVE W/V.B. paw O S W as EE--I o pq a TYPE A BACKFILL « Ir J, 4762.00 STA 16+40 - 21+30 INSTALL 4762.00 490 LF 8" CL51 D.I.P. HORIZ. SCALE: 1" = 20' RESTRAIN ALL JOINTS VERT. SCALE: 1" = 2' g 4760.00 m > v ¢ 4760.00 z _ z > N H ] Z \ H U U N LID 4758.00 x x z m n 3 476&00 N H Z Oa + m O N ip m Z III + 4.6'w z m m n > > - o e z U 5.&i ¢ w U \ z m W 4756.00 r 8 a i a 6.3' i z N '� x y 4756.00 F-1 UJ O -� - zo 6.1, O N ? m U Z.8 - ` N n ¢ na rgi m+ m z s.z' W o x x wW > o oN M + A U z 4.8' ZZ O w F p Q�Q + + r < r F O O Z M1.5' Z Z ~ X X 3 C7 N N W O 4754.00 - N J < ✓1 + 0 z z cOi as' w w :S ¢ � Q 4754.00 Z U Z W O O } Co F + n U n a z z a.5' �' �' F �a:> to SSS a + ¢ iO O z z z z Cj b ¢ 5.4' Ja W d '' 4752.00 SSS N f In m a m w3.Om N -3 4752.00 d -a� M GRADE BREAK - N < + + + o a _ z F 3 (TYP) �n O N O + N N Mo 4750.00 = SSS 4750.00 7-� VI I - - N 0 0 w SSs5SS Iw/1 PROVIDE INSULATIONto IF DEPTH OF COVER IS SSS Q I ram, R7 x to t+ LESS THAN 6.5' (TYP.) SSS SSS E 4748.00 SEE DETAIL SHEET D-1 SSS 4748.00 O zco 4746.00 1 a"wSUunoN 4746.00 Z J �( 4744.00 � � 4744.00 O 4742.00 4742.00 yy yy�� ffpp SHEET No. 5 ^ N W 4 N a a v < a a o e o a a a a v a a a v v e v a a v v a a e a a a a < < < a < < < < < e < < v a v o e a c +20 16+40 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+00 21+20 21+40 OF 10 pNTA/v�OjoN RECORD DRAWING _ Qo �� ""niam Iq n °oa Scale: 1 20 Q DRAWN BY: II 3 � ,�((�JK N 0 10 20 40 W EXIST 8" SCIA F-VA L r.4 CHEOYCD BY: N " z • APPROVED BY: LOCATED AP OXt,600 0 � NORTH OF PROPDXCAVATI N STA 24+87, CONNECT TO E SADDLE, CO a ,.y DA7'R: 1l/OB/2018 4" C.I. MAIN W/ 4"TAPPING SADDLE, CO 4"TAPPING VALVE W/V.B. & CONCRETE THRUST BLOCK CONN. TO NEW 8" D.I. MAIN EAST W/8%4" MJ REDUCER r I % �L+ m �1x I r ! 11 ao Z a ♦ o — - - - - _ - - /_-_._ __ _ \ I EXIST. 8 D.I. r^ z 3 a M M z -as- - -as x I r �: C �P J EAST ASPEN ST. I PROPOSED LIMITS l� z p OF EXCAVATION ISTIN MAGNETIC TRAFFIC OOP Z ►' m ' l CBE ABANDONED BY REPLACE E TING d" TE VALVE E'a 23+00 Z4+00 PRIOR T4 CONST CTI W/ NEW 8' MJ GATE V & VALVE BOX 4 24+47 25+00 _ z k -v — -er — -.r — 8-8" — _ - _ _ • I U ] BURY IS A ROX. 12'-0" T.O.P. 6 - -vr I I' GAS-- GAS , m GAS GAS S— GAS_ AS— I N STA 21+71 INSTALL EXIST. SHUTOFF 8"MJ GATE VALVE W/V.B. VALVE - EXISTING 4" C.I. �z I - �I N � MAIN ♦ Oo � `xx.' STA 21+51 INSTALL I I w d 8"x4" MJ TEE, 3 LF 4" D.I.P. NORTH & CONN.TO EXIST. 4" C.I. SERVICE o \ � Q 0. zW/ 4" MJ G.V. &VALVE BOX I I �, - 111Ja� O EXIST. 10" WATER MAIN I � � w� zN II EXIST. SHUTOFF y ` VALVE r z o m W w N m x a TYPE A BACKFILL ` P� •,IrNbV STA 21+30 - 24+87 INSTALL 357 LF 8" CL51 D.I.P. HORIZ. SCALE: 1" = 20' 4WEST MAIN STREET N rn$ 4758.00 x RESTRAIN ALL JOINTS VERT. SCALE: 1" = 2' 475800 In 0 v 2 Q ad z j ,• III P�� m a y ;ai ��J♦ OPvti of z> 14 4756.00 z '3 ; 4756.00 0 n 0i J > _U O z -N- U 4754.00 —' 0<� 4754.00 _ scale: 1"= 2 • + rn x > 0H0 0 11 20 40 E'r I J m z ra H .6 6.5' 6.4' 6b' Q i o= EXIST. SHUTOFF Z A4752.00 w m 75.5' T ZO' z w ou 4752.00 , VALVEF1 O n +o e.a' e.s' 6.5' COVER m z k _ +aU U N z V IN N 6 0 F aO-z z z a�U 4750.00 ti o + t< 4750,00 W O1 STA 24+47 d a STA 21+84 GRADE BREAK d 3 + \\ GR E BREAK INSTALL 7.5 �W w 4748 00 z a a7ae.00 I NOTES: ry � N 18" MIN. i-I-1 w 1. CONTRACTOR SHALL SUBMIT A SEPARATE TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO BEGINNING w 15" MIN. WORK IN THIS AREA. Lt7 PROVIDE INSULATION W p 2. A MINIMUM OF TWO LANES OF SOUTHBOUND TRAFFIC ON NORTH 19TH AVENUE SHALL 4746.00 IF DEPTH OF COVER IS g74s oo r7 REMAIN OPEN AT ALL TIMES. LESS THAN 6 N W .5' (TYP.) w O SEE DETAIL SHEET D-1 � 3. PLACE FLOWABLE BACKFILL AS DIRECTED BY THE ON SITE ENGINEER. ASPHALT SHALL CONSIST OF 4—INCHES � m N �"INSULAI.:f: 1 2"INSULATION SS OF HOT MIX ASPHALT PLACED IN TWO 2-INCH LIFTS. 4. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 4744.00 I 4744 0014 5. CONTRACTOR SHALL COORDINATE A WATER MAIN SHUTDOWN WITH THE C.O.B. WATER DEPARTMENT A MINIMUM .--I w OF 24 HOURS PRIOR TO EXCAVATION IN THIS AREA. z►�-r z 4742.00 C) - 4742 00 �( x Z E-r CIQ 0 4740.00 4740 00 z N �i u°4 lu m mr, co m o 0 0 rm $, m m o $ c n so e m m o o c' iv o 0 o r- 3I u vm SHEET No. 8 r- r n n r r r r r n r n r r n r a a v e a a a a v v v a e v < e e e a c o 0 o e e e o v e e v e o e v a a o v a 21+00 21+20 21+4 21+60 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 24+96 W ' h\ OF 10 1 ++ ►► �}} yu1 d ®� ��}} //ii II : a�pNTANq 4m,I a� If R J. ' 0 III m III %,,ci•' TETEAs STA 0+32 REMOVE �I _N_ Scale: 1"= 20 I° i HmomrlmmiglLox°`� EXIST. 10"C.I. CROSS L j INSTALL NEW 10' ' MJ TEE - - 0 10 20 40 SEE SHEET'W3" FOR WATER MAIN I W DRAWN BY: KNc x6 CONTINUATION SOUTH - STA 0+68, 0.7' LEFT W y .1 cBECEED BY: INSTALL NEW 10"x8' MJ TEE Ie ; �. SEE SHEET "W3" FOR WATER I I ICI * CC 1 naPROVEn BY: STA 0+20 CONNECT TO MAIN CONTINUATION NORTH STA 3+73 'i I DATE: 11/05/2013 EXISTING SERVICE LEFT CONNECT TO EXISTING 10' i. STA 0+79 REMOVE 11 I STA 0+08 I I EXISTING 10"x6" MJ TEE, GATp VALVE MJ GATE VALVE &ASSOCIATED HYD LEAD PIP$$ LEFT r REMOVE EXISTING GATE VALVE 3 I STA 3+67 INSTALL 10" CONNECT TO EXISTING 10" C.I. o 22.50' MJ HORIZONTAL BEND STA 1+41 CONNECT TO ~ PIPE W/ 10"SOLID SLEEVE 603 EXISTING SERVICE LEFT ; N. MT -r�ovc-P"c" 602 _ _3uaa-3axa 3,�u"a 3,a"a STA 3+57, 3.9- 3/4'XC _- -3rn�u xua-Nr Mbw -3,n"a- " b - 3/4"? ALL 10"22. U] Jtea HORIZONTAL BE - - _ - 0 x we-w - -- -- _ -- E.PEACH ST. w MMMMM ' _. Li 0+00 1+00 - 10'SEPARATAIO MIN. 3+00 4+00 as --- OS - -- SD 5 SD-- 1_ S SD-- -- X �xxxx S$1 - - - E. CH ST. E PEACH ST REMOVE EXST. 10" C.I. WATER MAIN OR NDON IN PLACE -SEE ASPECIALPROV S ONS-- b I N " e t 10 A +74 CONN CT TO STA 0+13 INSTALL �,' STA 0+87 IN p�CH EXISTING SERVIC�RIGHT W I I W N ab 10" MJ GATE VALVE W/V.B. _ { 10" MJ GA V V. /4"C Lu N -+ W W xo i 01 II I JI 9 I 3 � I w Qa � Q I rA E-4 � o Z. W N m i W N In :q. z E- m a * PN 4768.00 4768.00 TYPE A BACKFILL Q 41 III ►,�y ? F STA 0+08 - 3+73 INSTALL 365 LF HORIZ. SCALE: 1" VERT. SCALE: 1" 'o O X 10" CL51 D.I.P. c $ '^ z RESTRAIN ALL JOINTS co y m w o z ro it 2 4766.00 -a J ¢ a m > - -z 4766.00 .f w w 3 U z z 3 3 O z Q N J Z O O O Z z > U W U w U W Z Z V~1 0 w Z F Z G O ] w x N Z > 2 Q 4764.00 - w x ~ w 1O w a o 4764,00 w�OJ oom o mti axF c5 o ~ Na x x z f V1 0 Iq z. J o z JLL JO Wp U x O I o o N 4762.00 +o y N M N` > J U N N z z V z z o r w za N N w 4762.00 NFU 4.7M No ari 4.6' K2 z .6' + r + o +w +w �ci m 5.0' o + J J z 1=il �?2 +O + G 5.3' 5.6'N 5.3' Q r 4.5' O ~ N oN 4760.00 yr N N r w F<F N N 5.0' 4:7' z z S 4760.00 NfA NBIN _ + 0 + O n ro X O E�O Va~i TLOWABLE FILL W + 475800 . 475800 . d W 18"IMIN. M F 0 PROVIDE INSULATION w " x 4756.00 IF DEPTH OF COVER IS 4756.00 Z SS LESS THAN 6.5• (TYP.) SEE DETAIL SHEET D-1 /"� � W O STA 3+71.5,STORM DRAIN RING w WHERE 18"OF VERTICAL SEPARATION N P. O CANNOT BE OBTAINED,PROVIDE FLOWABLE FILL•MIN.10'EACH t E-O 4754.00 SIDE OF EXIST.STORM XING& 4754,00 FULL WIDTH OF UTILITY TRENCH TO W E MID HEIGHT OF STORM PIPE 4752.00 4752,00 y V' 4750.00 O 4750.00 4748+00 4748.00 SHEET No. 7 m m o rn rn m rn m �o M n v a n M N N m o o a m m n n n uri n v a a `n �i ,111 ////,,//��//�� y p p M 2 N Cl H fV N IN N N [V N (O to 1�O 2m tmr0 m gol0 fn tr0 m lr0 � tO (D lD f^D n tlD iD m tD m �D -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+60 3+80 4+00 4+20 4+40 OF 10 ooxa xnTq/�// RECORD DRAWING R BT J. N 152t \ Scale: t'_ 20 A R ,yJR.�*g i lOta" PE W r 7>s'G o to zo ao." _._ — �- tc /mums mumooxa�o 3 1).BY:WFS ss— I�"' CBECEED BY:AY 4'MAIN TO BE _ _ - „r c _ - -- _ m -m - Tc— I —x,sa— —z,ss ----- APPROVED BY:BM _ - _ ABANDONED xgI c -_ T��— �� - - - -zr — — z DATE:3/13/12 - - .w— - - _ N. ; - - _ ROU AVE aa— - --- a ° --- — -T REMOVE `, _ — F w 1 1 ' * : BOX E EXTEND SERVICE c-c c - - ,w— - S T T " T %iEw SERVD - F 4'MAIN TO BE - a .m axz ax T F ' T - ABANDONED o S TOc-i-Y'Ff�N T��l To 12" z TO 12'MAIN F '\�- O �x t` L- _-_- —__� aw oxc Vl z 12W I ,zw-�� - C - T — — — _ _ — — .,, \ wa 1+00 I r � I 0.i C INSTALL 2+00 XX I 13+00 I $ �— �— hzw,� CONNECT TO I 103 LF 2' CTbOpNNECT SERVICE EX SERVICE COPPER SERVICE _-9 12'MAIN I \ 00 5+0 WITH 2'QUARTER V WSJ W- W We W WSJ WS-4i INSr_Ws�ws- s� 99 BEND COUPLING I . �� 1520 I v REMOVE 12X4 LEDUCER T�- _ j'C I ! AND THRUST BL11pFpCK,INSTALL ®® d° II 1 12'PLUG AND 2X12T BLOCK / Q x WEST SIDE OF 1p%12 TEE 1"C WS-WS-WS-WS-WS-WS-WS-WS r _ 5 L K II�II�W'� � Of ow WS- > '. S-WS . 1602 � L I m p � w m W O O O � N m o � o � e r a \ pa ------ ______ E _ � zm e e ---- --- \\----------- exo \ axn wa axo 1715 - ---- W a W ::R - — -- S, —,� eaQ_ \ ` p Fo � exo ex� ,�- ------- - ----- --- ._ _ ew_-- °- -G . OUSE AVE. - - _- -,w- ' - T�—• T 4"MAIN TO BE _ .bL —e - �.a� ABANDONED q�-- _c - -.wh_'� vo II B T /fi EXTEND SERVICE c-... .�00 �f•,zw— I—__— — - — �L.L-- —T TO 1\N R ,_Y.-- -_c--_._ - _. - _ t_ IJ w G►1+ 1' c o � —+—,aw - - „ 8+0-�! .� I ,:w_} —uTx— -�9+ z,zw— �- — — wr 0+0 , 121 _ 17+00 l e 11i~ INSTALL 12X4 e. —' 'p}axo a�w exo 12+0- a a yw TAPPING TEE AND VALVE, "P CJ X a ' EXTEND SERVICE 70 L o _ r a c 1 CONNECT TO EXISTING 4" Z I c ERVI'E LINE. REMOVE Q p 1 - - I - E NG 4"GALVE AND INSTALL NEW VAL )\\ y� SERVICE STUB. PPER X STUB. ` O I I I \ PLACE VAL SEOX OOVER ~+ NWN L I d I I I \ BOX. 1B75 I 2001 r_ (4 z w E- °"° I axo -C �"-_ -}'C —' 2005 0 z _ j exo exo� 3'C4 _ � -- __.,�,_ oR ------_-�-_ exa ew \\ a ---- e ���-- -- --- -- - Q= k 3 iI, 21 -.- q N. ROUSE AVE. EXISTING 12X4 CROSS. a"MAIN TO BE _- - COBCONNECTION ac. NiECT ABANDONED L- TO WEST,REMT- RE4*VALVE.INSTALL AP Z EIS N ROM CURB 4 EXTEND SERVICES PLUG e---PLUG IN WEST SIDE OF CROSS — '�'- — _ s'-TOi %NN _ WITH THRUST'SLOCK ---r, --,`w—12+00 ,x x- . dill, 13+00 —74+0 — /-+�',. 777— T � N SHEET No 8 w 7 OF 10 NTq eA�'1'h Nq'4N U,�1 4'TRENCH WIDTH MINIMUM ASPHALT TRENCH RESTORADON ZONE ? R ) J. EXISTING ASPHALT SURFACE&BASE PLANT MIX ASPHALT 03 COURSE TO REMAIN SURFACE COURSE NOTE:COAT RODS 1 � WITH "KOPPERS" BNUMASTIC N0.5 V6❑ °giroo"om Al --- - — -_ COATING OR EQUAL. DRAWN PROVIDE 2"OF """ .... .. :: D BY: IO[C SAND BEDDING OR "' ' HIGH DENSITY INSULATION BOARD CHECKED BY: 3/B"MINUS - :.. . ..... .. -.. (STYROFOPM BRAND HIGH LOAD 60 CRUSHED ROCK ... :::.....'" ...... ... ::::: OR APPROVED EQUAL). VB APPROVED BY: ABOVE AN BELOW PROVIDE 2"THICK INSULATION 1'CUT-BACK 1j"MINUS CRUSHED 1 DATE: 11-IB-2019 IONLY NSULATION BOARD BOARD IF DEPTH OF COVER IS 6.5' AGGREGATE BASE COURSE �l TO 5',AND 4"THICK INSULATION (BOTASPHAH SIDES) BOARD IF DEPTH OF COVER IS $ g LESS THAN 5'. vARi eLE 6"MINIMUM OR 12"MAXIMUM TO UNDISTRUBED AGREGATE BASE COURSE ---------------------- WATER PIPE PIPE BEDDING CD CD —d L o WATERLINE 4", z 1. WHEN THE EDGE OF ASPHALT CUT-BACK IS LESS THAN 3 FEET FROM THE a a GUTTER OR CURB,THE ASPHALT SHALL BE REMOVED TO THE GUTTER rc a OR CURB AND RESTORED. NO SEPARATE MEASUREMENT AND PAYMENT SHALL $g BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK PIPE INSULATION DETAIL SHALL BE INCLUDED IN BID ITEM 131.ASPHALT SURFACE RESTORATION. NTS 2. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR ALL PAVED ., STREETS EXCEPT FOR 19TH AVE AND ROUSE AVE. M-4000 CONCRETE ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN m TYPE"B"-4"(2 LIFTS) 6"BASE 9" I N PROVIDE TEMPORARY PATCH WIDTH AS 3. GRAVEL STREETS SHALL BERESTORED WITH SAME SECTION USED FOR WITH PLOWABLE FILL. REQUIRED ASPHALT STREETS,EXCLUDING ASPHALT PAVEMENT. TEMPORARY WATERLINE SAND 4. PAVEMENT RESTORATION FOR 19TH AVE.SHALL CONSIST OF 4"TYPE B N I ASPHALT ON FLOWABLE FILL TRENCH BACKFILL. Ty X A. PLOWABLE FILL SHALL BE POURED TO WITHIN FOUR(4) INCHES MOMa W OF ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF F+�I CUT THROUGH d W Pim AVEMENT TO THREE(3)HOURS PRIOR TO PLACING ASPHALT SURFACING. TYPE"A"BLOCKING C PROVIDE A (STING PAVEMENT z I MINIMUM DEPTH B IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, FOR 111/4°AND 221/2°VERTICAL BENDS d I OF 6"OF COVER SLURRY SHALL BE POURED TO THE TOP OF THE ASPHALT Q C4 I E p OVER TEMPORARY SURFACING,AND A MINIMUM OF THREE(3)HOURS CURING VB S d L Z I O WATER LINE. ❑ ❑ TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO PIPE VERTICAL C.F.OF SIDEOF DIAMETER OF DEPTH OF LLam�, a ?i N PLACING THE ASPHALT SURFACING,4"OF SLURRY MIX SHALL BE Imo' W I ❑ ❑ REMOVED,AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM SIZE BEND CONCRETE CUBE ANCHOR RODS(2) RODS IN Ey p 10 OF ONE(1) FOOT BEYOND THE TRENCH UNE. DEGREES BLOCKING (FEET) (INCHES) CONCRETE(ft) E C. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO 4" 11 1/4 8 2 3/4' 1.5 Oa p C p ❑ ❑ ❑ O PLACING THE PERMANENT ASPHALT PATCH. 4" 22 1/2 it 2.2 3/4" 2 w N in �% ❑ ❑ D. A MINIMUM OF FOUR(4)INCHES OF HOT ASPHALT(2 UFTS) SHALL BE USED FOR THE PERMANENT ASPHALT PATCH.COLD MIX ASPHALT 6" 11 1/4 11 2.2 3/4" 2 I� MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS 6" 221/2 2S 2.9 3/4" 2 E- AVAILABLE. UPON COMPLETION OF WORK,REMOVE TEMPORARY LINE W. 111/4 16 2.5 3/4" 2 P. AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX E. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL MDOT TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF ENCROACHEMENT PERMN REQUIREMENTS WHEN WORKING IN 19TH AVE. 8" 22 1/2 47 3.6 3/4" 2 y FLOWABLE FILL BACKFLL Q"Ty i Yt 5. PAVEMENT RESTORATION FOR ROUSE AVE.SHALL CONSIST OF 4"TYPE B ASPHALT, � I I' Ho 6"BASE COURSE AND IMPORTED 3"MINUS PIT RUN TRENCH BACKFILL TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL MOOT ENCROACHMENT PERMIT o 1ny NTS REQUIREMENTS WHEN WORKING IN ROUSE AVENUE. GRAVITY BLOCK DETAIL — TYPE "A" BLOCKING °� B DETAIL — ASPHALT STREET SURFACE RESTORATION NTS t 11 ysS` NTS I I �1,7 ♦ GN~ ❑ LiLr LJ L I I I-�.i_�)�� L-f �j LLJ I . I L_� I I u- u LJ u -1 LJ ❑ L—lI I ❑ 6 inch LJ J 6 inch M B 6 inch 4 inch to 1 d ❑ EE ❑ O Ej❑ ❑ ❑ =� �j d ❑ ' ❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° w ❑ ❑ 4 inch 4 inch -❑ ❑❑ � 4 inch ¢ w u Uiy 4in h _ ❑ ❑ ❑ ET) ❑o° ❑ � ❑ OD ❑ ❑] ❑ � 0 e ❑ ❑ ❑ ❑❑ m ❑ � ❑❑ 0 i � El ❑ � ❑ ElQ� ED ❑ ❑ Z ❑ ❑ LegendE�9 �+ ❑ ❑ ❑ ❑ � El �❑ q ? � �T 0 ❑ ❑ ❑ ® System Valves n O ❑ ❑ I�r'I 4 Fire Hydrants S ❑ ❑� �❑ ❑ ❑ ❑ Y V �14 inch Roads ❑❑ ❑ ❑ ❑ ❑] ❑ ❑ Hydrant Lateral Lines i❑ _ _ Gravity Mains(by material) SHEET No. 9 T, ❑❑ ❑� ❑❑ ❑, ❑ ❑ RECORD DRAWING EXISTING WATER DISTRIBUTION SYSTEM RECORD DRAWING ❑ 1 NTS OF 10 �aONTANq uuyu �a R B J. *4 10 *_ I m�nuamn o uoowav I DRAWN BY: ]OIC Scale: 1"= 50 CHECKED BY: STA 0+00 END DIRECTIONAL DRILLING 2" FIBER INTER—DUCT APPROVED BY: IN COVERED GRAVEL AREA UNDER EXISTING WALK 0 25 50 100 r SEE SPEC SECTION 02820-3.05 AT 42" BURY DATE: 12/O6/20i8 FOR FIBER OPTIC TERMINATION DETAILS ENTIRE LENGTH OF r PROPOSED ALIGNMENT m (TYP) STA 6+00 INSTALL STA 12+00 INSTALL Le r 1 JUNCTION BOX 4 ° TYPE 1 JUNCTION BOX 00 � 3+00 4+00 ��� 5+00 /TYPEF 7+00 9+00 10+00 11+00 12+0013+00 zo— ob8+00CITE HALL FowlFo—Fo Foy Foy{Foy F0�Fo—Fo _ F_Fo— —F Fo Fo �_m � o—Fo�Fo—Fo— o— �Fo O," FO�F —Fot o Fo` o� zFo Fo Foy Fo- Foy Fo—Fo—F Foam_Fo— q� w � Fo F w N. MONTANA AVE N. MONTANA AVE ,F�_ �F 5 � G r - w P4 o m = E w�f w C4 z mI i!I + r m N N I N r_, o Z N W I e F W d z i F4 R] O N O W g-2:-3!!!!l p m Scale: 1"= 50 II �� DEFLECT FIBER INTER—DUCT % r �a>r UNDERNEATH EXISTING CONCRETE RETAINING WALL o zs so 100 � �IJ r (SEE PROFILE SECTION 1) x C0? 2"FIBER INTER—DUCT 8 DER EXISTING WALK \,r AT 42" BURY ENTIRE LENGTH OF 2I PROPOSED ALIGNMENT STA 18+00 INSTALL r 3 TYPE 1 JUNCTION BOX i (NP) 1 m 13+00 14+00 15+0 �� �i o z p ` „ Fo—Fo—m 16+Dp STA 27+96 EXCAVATE �on< Fo 18+00 �� BORE PIT FOR 17+00 x—x \F 19+00 ,,20+00 - DI CTIONAL DRILLER I�ro�Fbl�ru�Fgr- o��Fo�Fo�Fo�. '" ��ro k Fo�F 21+00 m " P to .� x o " o " m / k4�K_1, ?3 , TYPE 1 JUNCTIONBOX b \ w + w > IN�T �.Fo �_Foy_m�F�T : >41 20 T 9 1 N. MONTANA AVE , x—x x-- m F M m 3 ? S kw w w N. MONTANA AVE x T? I °\Fo 24+00 \J 25+00 26+00 n ZT•OO�F°/ x O w F°_Fa_ _ _Fa—Fa _Fa k Z s � Fa.r_Fa FORA Fob_Fo q '� Fa 'REMOVE & REPLACE r = 1� F. o t o EXISTING ASPHALT STA 23+32 INSTALL AS NEEDED TYPE 2 JUNCTION BOX/ fk w — W / 'I d z > E- J / d f l z U T W Q F zo z Z c, W o E- \ xa 4752.00 4752.00 � F- O 30° COVER EXISTING O W CONCRETE RETAINING WALL 4750.00 SO 4750.00 r EXISTING I GRADE \ �� PROPOSED 2" O FIBER INTER—DUCT a7a6.00 474e.00 I I f 4746.00 / o N SHEET No. 10 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80F1 SECTION 1 OF 10