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HomeMy WebLinkAboutSouth Wallace Sewer Extension O14TAh ww�. > o o o o FAS 538 cwirr� e IT \ SCHEDULE OF DRAWINGS 'Ac x Refiner"y \ 86 SHEET NUMBER DESCRIPTION a CITY LIMITS(Sc°ted) 1615+25.2 1-90-6(13) \ �' \ \ 1 LOCATION MAP, LEGEND AND NOTES I I I \ r11 MI I U z O 2 SEWER PLAN AND PROFILE �171 1 ` ZLi Z_ m IMrcs s I ml Eeu 1. +039 190-6(13) 11 I V) f= F ows L — - — 90 — — — — Izoz Z Z Q mn w 3 I 6 �� amm x H w awc"sr I cmwc" E e�nc" sr 01 01 LEI co J J w`y ,xoz I I J d. -ViIw _y 0 J w —1 s »Haut« s 'Q 'a�s 0I 0I "V Y w SPEN �Pa s 2GTp 1110 1 Z (7 Z eR r Y Z I0�`' Z § Zzo W w 90 s 30X Q W N S 4 _ af W a w m 7 � O 0 Q Z (I $ r` WATER VALVE N O cal I � Z Q w BENCH MARK 9.g 1 W a °"s �TtiFi•, FOUND CORNER O a�I �� w0 s g PROJECT AREA �J�1 IL BEG FAP RTE 86 TELEPHONE MANHOLE L Zw�lm „� Z s 9R SEWER MANHOLE �� o Li ■ 3 pn mm s FAP 50 m E ,,„ 's 90 191 I I GAS MANHOLE L� N w w w F p 0 0 0 12ILL 50 UNDERGROUND TELEPHONE- _ m.Ia 1 3 <N g E Ew s E UNDERGROUND GAS w 3 w ou+E s E r kkk / € ,E cuwna I I cuwns s � cJmrss s � e " �W Fmoo Q $c s TIT ( I I I � �• 3 E n � � 1 � � ��I I Sf E ST°Rv ST 0. n I CE�IEFf s 3 I I END ml ml ml w " 3 KnE sot M s @ cuu c ❑u s ENI,zio L — J GENERAL NOTES P0N° 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL Z (n s " EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. THE CONTRACTOR SHALL C/) 'y CONTACT "ONE-CALL" FOR ASSISTANCE (PHONE 1-800-424-5555) TWO O wSTAu ° DAYS BEFORE DIGGING. srn E < < ` O uwrvcevlr " "��" 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH Z' z $ INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY W THE UTILITY COMPANY, E Q 18 -1 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER AND SEWER LINES PRIOR z Z TO BEGINNING TRENCH EXCAVATION TO INSURE CROSSING CLEARANCE. Q Q < .ccou I- 'IN TIT cR 4. EXISTING FITTINGS ARE SHOWN, BASED ON DATA FURNISHED BY THE OWNER. �i Q DR R THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND DR 3 4 oMOw g CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. 1S wcv aw 9, � O LiSHAL 5. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION ' F+-i Li ° 1 BE REMOVED & RESET BY CONTRACTOR. U� W j/ i 5 8 °M1 SSE 6. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL W Z I BE RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS U Q 7. SEED ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION. N Q 8. MAINTAIN A MINIMUM OF 11 FEET HORIZONTAL SEPARATION BETWEEN 1.4 SCALE IN FEET CENTERLINE OF SEWER AND WATERLINES. ,:� O m Z 1000 0 1000 2000 9. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE Of— SEWER/STORM DRAINS & WATER LINE CROSSINGS. Z 0 10. ALL STRIPES OR OTHER TRAFFIC MARKINGS DISTURBED DURING E-- Q CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION. �D U O 0 BOZEMAN, , MONTANA co --i LOCATIONMAP BENCHMARK: SEE PLAN SHEET NO. 2 2 r Lcl N0. - 39335-1C.DW SHEETS T 60' 20' -- ---- so' n N n O J JAME A. iAS ------------- ------------- N / CUM N`G ,��"--,N ————————————— ————————————— w ————————————— ——————— ,��� � ,,. " F ------------BLOCK �------------- F' -Zw----------- ------- 60 nI,nl 1 Lj <z w d N y zo` d 60' 30' 30' '4�1 I Q F w E U�o N I I I I I I I I I I I I I I I I I nI MI Z Z0 --_ --_------- __ WJ IW� OL ;' ---------_ ------_ Oo I I I I I I I I I I I I I I I \jm F d a.�_cr� ,,wwZN3J- tr IIIIrIIIIIII rrr�,•vi�•r'--{dr-IIIIIII IIIIIn-te SSosII i�BiwaiO ri IIIII1II i —F-i- --rB_O,--+L_„T 1III_K�'F_;IL'A NL N,'•k --w IItIIIIIII I I._. •^n'�_..`....1_..-.IIIIIIII.I I I.----g_-n---_'-- ._m-K III IIIII1III III I IIIIII1 I II++mnz m II II Nm SIII1IIIII o_ _ -__ _. - _- ._ N�►WU�y�WF1F1O�-�j3w�--H.I�¢Ho-_11 I11III I j lIII p Hw�ZCLQIII III'IIl 1III o FII1 IIIlIII IIII 1 QxQQTZQY") ; oj,o o I'w4JSOLLnL7LQZZ(ZFNQFLL9L- LL o ZzZ NN ------------- ---------3 Uo SZoZ----- --- -- ----- -----Fao I I I n O O 1O < U- oF� U< ; J � I 7< J� VZw a -- ------ pOK a i Zm 60' wfirnr 60' cn 140' 140' 4 1 -2N0O p FOUND CORNER 30 FOUND CORNER 30' Q ,, ,,, B97 O 0 O l STREET VACATED zI : ; Lu LLI :{{ . r z WNmNEE BOLT HYD o HYD. ¢7n d LJ I I lo FOUND CORNER FOUND CORNER 30' O PUND ORNER Cr o< Z' V30. EXISTING CUR 9 10 x NOTE: STA. 0+00 TO 3+92 1 I + 01 � Jw "m T + LO Inm 3:1 REPLACE 295 S.Y ASPHALT REPLACE 2305Y GRAVE C w 0 I m a 1 1 1 1 I E- 0 in oN a 14 I I I vvV Z000all 9VOCK I 80' 1 1 1 1 I 1 10i LLJ 30' 30' 30, y 000 28 26 30' 30 30 0 50' 100, 150' 60, m m m TYPE 2 E CAVATION TYPE A 0e N V// Ld as o 4810 o 4810 J 0 o Q Oi d d zHO0fO o Z5mz � EXISTING GROUNDLINEow vv) w 13 m � 4800 m K W 4800 SEWER NE NOTE 330 SAI 1) UTILITIES CABLE T.V. IS OVERHEAD BY T.C.I. CABLEVISION Q GAS IS UNDERGROUND BY MONTANA POWER COMPANY SNITARY SEWER LINE O 0 92% POWER IS OVERHEAD B MONTANA POWER COMPANY LF-g' TELEPHONE IS UNDERGROUND BY U.S. WEST 4790 4790 NOTE: UTILITIES SHOWN ON DRAWING ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR SHALL NOTIFY m UTILITY COMPANIES FOR EXACT LOCATION PRIOR TO w ANY EXCAVATION. 2) SEWER SERVICES E- SERVICE ELEVATIONS ARE AT ENDS OF SERVIC LINES. V U K um u o F o Oil II 0 O+ ,n m n+ _ SHF T n0.o ± + + azj 1 1 1 C 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 89335-2.DW SHEETS m I