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HomeMy WebLinkAboutS 3rd and Path Improvements i PROJECT NUMBER: STPE 1209 (1 ) SOUTH THIRD AVENUE AND PATH IMPROVEMENTS BOZEMAN LOCATED IN BOZEMAN, GALLATIN COUNTY, MONTANA J �11 NAT'L PARK l AKF ^ \`- \-- �F ultl PEEK \ `1 •GREAT PALLS Lq<E > V RISSDUA MONTANA ', ANACONDA, TIE ��\_ BILLINGS BOZEMAN IYTONE NAT'L PARK JJ NAT'L PARK PREPARED FOR: CITY OF BOZEMAN P.O. BOX 640 BOZEMAN, MONTANA 59715 ` e PREPARED BY: N»r BI..� ✓ 6� v Z GASTON ENGINEERING & SURVEYING ' e ~n CONSULTING ENGINEERS k LAND SURVEYORS BOZEMAN, MONTANA a m' PROJECT SITE a U t VICINITY MAP AS CONSTRUCTED SCALE: PITS SHEET,OF 19 DATE 5-I5-96 REVISED 1-1]-9],4-14-97,5-19-97,7-16-99 DVGN 94-511-1-T-ASB,➢VC,G SHEET INDEX LEGEND SHEET DESCRIPTION 1 OF 19 TITLE SHEET PAVEMENT MARKING(PAINT) PROPOSED CULVERT �( CATCH POINT LINE---- CA PROPOSED DITCH UIIpi- CONDUIT CULVERT PROPOSED EXISTING CA OF PROPOSED ROAD - EDGE OF PAVEMENT EDGE OF PAVEMENT - 2 OF 19 INDEX EXISTING CULVERT TELEPHONE RISER RIGHT OF WAY — •—•— — CURB & GUTTER - TELEPHONE MANHOLE SEWER CLEANOUT CAOF EXISTING ROAD -- UNDER GROUND TELEPHONE— EASEMENT LINE 3 OF 19 STREET INTERSECTION DETAILS OF: EXISTING C/L OF DITCH WATER MAIN GROUND LIGHT SOUTH THIRD AVENUE, KAGY BOULEVARD & WILSON AVENUE GRADING PLAN LIGHT POLE SIDEWALK & CONCRETE PAD � II SEWER MAIN 4 OF 19 STREET INTERSECTION DETAILS OF: WATER VALVE GAS MAIN STREET MONUMENT [7 SOUTH THIRD AVENUE, KAGY BOULEVARD & WILSON AVENUE PAVEMENT MARKING PLAN FIRE HYDRANT UNDERGROUND CABLE TV LINE - FOUND PROPERTY PIN O SEWER MANHOLE C; UNDERGROUND ELECTRIC LINE HEDGE 5 OF 19 STREET INTERSECTION DETAILS OF: POWER POLE OVERHEAD POWER SHRUB SOUTH THIRD AVENUE, KAGY BOULEVARD & WILSON AVENUE EXISTING BUILDING CABLE TV RISER HEAVY BRUSH AREA 6 OF 19 STREET INTERSECTION DETAILS OF: WETLANDS 0 POWER POLE ANCHOR CONIFER TREE SOUTH THIRD AVENUE, KAGY BOULEVARD & WILSON AVENUE SIGN LOCATION SITE PLAN FENCE GUY WIRE DECIDOUS TREE TEST HOLE Q ELECTRIC RISER - STREET SIGN -T- 7 OF 19 STREET INTERSECTION DETAILS OF: UNDERGROUND STORM MANHOLE UNDERGROUND STORM DRAINAGE TRAIL EASEMENT POST HILL STREET, WESTRIDGE DRIVE, SPRING CREEK DRIVE, ARNOLD STREET, & HENDERSON STREET 8 OF 19 STREET INTERSECTION DETAILS OF: NOTES: STAUDAHER STREET, GRAF STREET, WAGONWHEEL ROAD (TURN LANE), ERWIN AVENUE, & WESTRIDGE DRIVE 01 TELEPHONE RISER & PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 9 OF 19 STREET INTERSECTION DETAILS OF: (DPOWER POLES TO BE PROTECTED OR RELOCATED BY THE UTILITY OWNER (MPC). TURN LANE FROM GRAF STREET TO SOUTH THIRD AVENUE OCABLE TV RISER & PEDESTAL TO BE RELOCATED BY UTILITY OWNER. ®TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. 10 OF 19 STREET INTERSECTION DETAILS OF: OEXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR. CAMBRIDGE DRIVE, & WAGONWHEEL ROAD ©EXISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED BY CONTRACTORS. 11 OF 19 PLAN & PROFILE STA 6+00 TO 16+00 (2)EXISTING SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. ®INSTALL 50 LF 12" DIA UTILITY CONDUIT W/ LOCATION DISC. 12 OF 19 PLAN & PROFILE STA 16+00 TO 32+00 SPEC N-12 CORRUGATED POLYETHYLENE CULVERT SEE SPECIFICATION FOR DETAILS) CONDUIT TO BE INSTALLED 4'-5' DEEP. (5)ELECTRICAL RISER & PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 13 OF 19 PLAN & PROFILE STA 32+00 TO 40+50 10 EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION OF ENGINEER. 11 EXISTING ASPHALT TO BE REMOVED 14 OF 19 PLAN & PROFILE STA 40+50 TO 55+50 ©EXISTING STREET MONUMENT DO NOT DISTURB 1QMATCH EXISTING PAVEMENT GRADE 15 OF 19 PLAN & PROFILE STA 55+50 TO 70+00 CONSTRUCTION NOTES: 16 OF 19 PLAN & PROFILE STA 70+00 TO 85+60 1.) CONTRACTOR TO REMOVE & RESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY. 2.) CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. 3.) CONTRACTOR TO ADJUST MANHOLES TO GRADE. 17 OF 19 DETAIL SHEET 4.) ALL RADII SHALL BE 15ft. AT INTERSECTIONS INCLUDING DRIVE APPROACHES. 5.) EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES ES 18 OF 19 TYPICAL SOUTH THIRD AVENUE ROAD CROSS SECTION (WATER�POWER,A ENTEE WER, TEVA&URACY TELEPHONE etc.) MAAY NOTON.BE STRAGHTOF SUCH INFORVICEIILINES OR AS INDICATED ON THE PLANS. •• CONTRACTOR TO FIELD VERIFY ALL DEPTHS & CALL UTILITY COMPANIES BEFORE BEFORE EXCAVATION FOR EXACT LOCATIONS. 19 OF 19 GRAF STREET WATER MAIN EXTENSION PLAN & PROFILE 6.) ALL RIGHT OF WAY REFERENCE FROM SECTION LINE. 7.) CONTRACTOR SHALL COORDINATE ALL TRIMMING OR REMOVAL OF TREES NECESSARY FOR CONSTRUCTION AT LOTS WITH THE LANDOWNER, ALL PLANTS SHALL BE PROTECTED Y-4" 19A OF 19 CHURCH LOT WATER & SEWER MAIN EXTENSIONS UNLESS SPECIFICALLY INDENTIFIED BY THE ENGINEER FOR TRIMMING OR REMOVAL. U -= 8.) CONTRACTOR TO COORDINATE WITH PROPERTY OWNER FOR RELOCATION OF FENCE TO PROPERTY LINE. I NE GASTON ENGIERNG YO SURVEYING CONSULTING ENGINEERS,NE LAND SURVEYORS k SOIL TESTING 211 RAGGERTY LANE(P.O.BOX 861) BOZEYAN,YONTANA 59715 PH, (408)-588-0588 VAX(400)-586-0589 BENCHMARK INFORMATION: SOUTH THIRD AVENUE BENCHMARK #1: �+ CONSTRUCTED 7 NORTHWEST BOLT ON FIRE HYDRANT LOCATED AT THE NORTHWEST CORNER OF RE fSED', 7-16-99 5-i9-ei TRACY AS CONSTRU(,TED BENCHMARK N EEEVATIONY BOULEVARD.93 ( CITY OF BOZEMAN DATUM ) CHECK BY. mr DRA 5-4-511 CHECKED BV MC ORANfNG NO.: 94-511-1-ASB NO.: 94 511 SHEET 2 OF 19 NOTE: ALL CONTOURS ARE OF EXISTING GRADE. I SAW CUT EXISTING PAVEMENT. MATCH NEW ASPHALT SECTION TO EXISTING M ASPHALT ELEVATION. 217' NORTH OF LEGEND NE COR 1/4 SW 1/4 SEC 18 MONUMENT. PROPOSED ADA RAMP PROPOSE D SPOT ELEVATION I REMOVE & RELOCATE STORM // / /• (FLOW LINE UNLESS OTHERWISE NOTED) /w.n PROPOSED SIDEWALK I DRAIN INLET AS SHOWN EXISTING SIDEWALK PROPOSED CURB&GUTTER / 92.7� 623 EXISTING CURB&GUTTER — — I 6239 w47 / RIGHT OF WAY UNE — . — 135 6240 CENTER LINE — B SCALE T -30' I p PROPOSED EDGE OF PAVEMENT A , `,.92 55 EXISTING STORM DRAIN MAIN : (EXISTING UNLESS OTHERWISE NOTED) �31 623 I NSAW CUT EXISTING EW ASPHALT SECTION OE T, MATINGTC +/ / EXISTING STORM DRAIN MANHOLE 2.65 (EXISTING UNLESS OTHERWISE NOTED) ASPHALT ELEVATION. I EXISTING STORM DRAIN INLET 2 // I I I CONS EIVC I ON RIOTER: (EXISTING UNLESS OTHERWISE NOTED) 1 ,L 1.) CONTRACTOR TO INSTALL MEDIAN CURB SUCH THAT GRADE AWAY SHALL BE EXISTING UNDER DRAIN -w--- 928 } 1 24; 4/ / 1 2X TO EXISTING CURB AND GUTTER RELOCATED STORM o 2.) CONTRACTOR TO REMOVE EXISTING CONCRETE MEDIAN AND HAUL TO WASTE. -----_ EXISTING CULVERT — 25 i DRAIN INLET CONTRACTOR SHALL PLACE 12" OF 1" MINUS BASE GRAVEL UNDER EXISTING REMOVE & RELOCATE STORM / 7/� @ MEDIAN PRIOR TO PAVING. PROPOSED PIN DOWN CURB MEDIANS ------_— / . DRAIN INLET AS SHOWN P247 1 CONCRETE FILLED MEDIAN 3. D 1 I I RELOCATED STORM \ \ \ 21 /, I DRAIN INLET yy GRASS FILLED MEDIAN - ',i 25 / / • 0 1 I MATCH EXISTING TOP H/ \ SAW CUT EXISTING PAVEMENT. MATCH ONCRETE IN MEDIAN CENTER �•15 NEW ASPHALT SECTION TO EXISTING I ELEVATION = 489E ELEVATION / /N \ � ASPHALT ELEVATION. SAW CUT EXISTING PAVEMENT. MATCH 1 \ ) NEW ASPHALT SECTION TO EXISTING 69 �• _, - o \ ASPHALT ELEVATION. 627' EAST OF SAW CUT EXISTING PAVEMENT. MATCH / 24 / I / NE CDR 1/4 SW 1/4 SEC 18 MONUMENT. I, NEW ASPHALT SECTION TO EXISTING a / o 1pp• I/ �\ \ CONCRETE IN MEDIAN CENTER ASPHALT ELEVATION. 337' WEST OF 2, I \ . / / r.......�A NE CDR 1/4 SW 1/4 SEC 18 MONUMENT. 3.40 /1, , 89.0 6220 61. — _— ___ - 93 61 60' 93.71 92.79 1 _93.97 92.56 " 65 9 iz.78 9258 18 / 6564 I 0.58 4 655.? I 4 ---——uDl I 89.5 90.70 / - - _- - — �k7 4 do - - . - - 62 Jl - - - A 91.26 628 MATCH EXISTING TOP CONCRETE IN MEDIAN CENTER GRASS IN MFQIAN G94 BACK OF CURB ELEVATION. I / C a 0x IN 6287 MATCH EXISTING TOP ELEVATION = 4893.32 ry ����'\ 4 BACK OF CURB ELEVATION. Ip REMOVE & RELOCATE STORM I 91.05 op� 628_/ 50.> ELEVATION = 4889.67 DRAIN INLET AS SHOWN CONCRETE MEDIAN INSTALL FETS WHERE STORM DRAIN INLET IS REMOVED. GRADE TO DRAIN. REMOVE EXCESS STORM DRAIN PIPE. 5 6 I �348 INSTALL 54 LF OF 12" RCP TO RELOCATED INSTALL STORM DRAIN MANHOLE W/ STORM DRAIN INLET AS SHOWN I / STORM DRAIN INLET AS SHOWN. 3�4 6 0.00 RELOCATED STORM I / 11's4'' DRAIN INLET .[ D / b1 3 " I I 91.81 " 0 65 � 6.)4546 z / S 3 0 3'ASPHALT 627 �544 C 72 T VARIES -I- VARIES I- VARIES VARIES + . N 67 ASPHALT -- L- — _ _. 21G 0.6 OF ASPHALT p9$TING SIDEWALK _ - ',—...� T,— T� EXISTING CURB k GUTTER SIDEWALK 2x E%ISTING SIDEWALK _ F� 27G - - r __ � L D - - - I�VARIES 12'OF 1'MINUS BASE COURSE J / 6 EXISTING CURB k CULLER N T SECTION B-B SOUTH THIRD AVENUE NORTH OF KAGY BOULEVARD I BE R_ATOR TO EMOVER. 37fJ / 0.�OFC"MINUS BASE i SCALE: NTS COURSE UNDER PAVEMENT / 62 / &CURB& F36B GUTTER IN / 6342 THIS AREA 6341 92.70 / SECTION A-A KAGY BOULEVARD 52 634C SCALE: NTS 92.47 6367 o I I 1 I +M I ' I I GASTON ENGINEERING & SURVEYING ICONSULTING ENGINEERS.IA"SURVEYORS&SO11 TESTING 211 HAGGERTY IANE(P.O.BOX 981) BOZEMAN.MONTANA 59715 fi 366 PM.(408)-586-0588 FAX(406)-586-0589 SOUTH THIRD AVENUE, KAGY BOULEVARD AND WILSON AVENUE KnERSECTION GRADING PLAN REV-&M: 7-16-99 DRA NN BY. C7D VA 7E. 11-15-96 AS CONSTRUCTED G7IECKE0BC MO ORAWNGNO. 9451/6RO.AS8 6365p - 11 57/ -T 19 77.5' 35: / /• III 8.8 YELL 1 OW PLASTIC TAPE 4 YELLOW LINE 24'YELLOW PAINT {�///� // /• O 25'ON CENTER 4"YELLOW LINE J / 8"WHITE PAVEMENT MARKING LINE(TYPICAL) /• / / I SCALE:r-30' 49' 4"WHITE PAVEMENT MARKING UNE(TYPICAL) - ww 41' / 12.9' ww 8"WHITE PAVEMENT MARKING LINE(TYPICAL) • 4"WHITE PAVEMENT MARKING LINE(TYPICAL) CONCRETE IN MEDIAN CENTER 4' I �(rQ / \\ - •\ 24"WHITE PAVEMENT MARKING LINE(TYPICAL) M WHITE PAVEMENT \ \ B"WHITE PAVEMENT MARKING LINE(TYPICAL) MARKING UNE(TYPICAL) 4"WHITE PAVEMENT ♦//'4 III MARKING UNE(TYPICAL) 8"W CONCRETE IN MEDIAN CENTER WHITE PAVEMENT 'v-� �. _ MARKING LINE(TYPICAL) � 137, 9 25'- _ .... ___ ......_ ....... __._____— 128' w� -w 19.73' 2'r / CURB&GUTTER � 277-5~ ewe 12' 184' MEDIAN - . --_ _ �c « .. .._ _. iG_ 47' FLEX _ -..._._ 69' (T of pp SECTION UNE 14 �280.5'�. D NAT 4' 14' �- KL caR IH sw,/4 a u _ _ - - - - _ s - _ - - - _ _ - ppJJ .�• (TYPICAI 14• I _ -. _ j __ _ - _ _ 82.5' J r;- n 2p — - - - +w m - -ez:-- - ---r— 1 9'(TYPICAL) 10.6' 14' 4 SECTION UNE 12• ,. 170' - -- 50 158' � .. .— -...-.... r=—. ___ CURB&GUTTER MEDIAN 20 5 120 4 .5 110 R� _ 18 13' ww eee w -7 24' 45' 'I 5a __ ___— a — s`'?� 1425' 142E 98 n235' 45 LJIIj 4' CONCRETE IN MEDIAN CENTER CONCRETE MEDIAN 8"WHITE PAVEMENT MARKING UNE(TYPICAL) Jr) POURED IN PLACE y PIN-DOWN CURB I I y 12 2 pC 4"WHITE PAVEMENT MARKING UNE(TYPICAL) 1�I 8'WHITE PAVEMENT MARKING LINE(TYPICAL) GY \0X4So, 8"WHITE CROSSWALK PAVEMENT MARKING LINES(TYPICAL) POURED IN PLACE ryp PIN—DOWN CURB lu4'WHITE PAVEMENT MARKING LINE(TYPICAL) ��'.%r / 2.25' III I i (S / 24"WHITE STOP BAR (TYPICAL) I / PAVEMENT MARKING CONSTRUCTION NOTES- 8' WHITE PAVEMENT MARKING LINE(TYPICAL) LEGEND. - UNLESS OTHERWISE NOTED ALL PAVEMENT MARKINGS SHALL BE PREFORMED PLASTIC TAPE MANUFACTURED BY 3M.GRADE OF MATERIAL SHALL BE AS FOLLOWS: PROPOSED AOA RAMP L�LLT •INLAY ON NEW ASPHALT SURFACE: / TRANSVERSE MARKINGS,SYMBOLS,&LEGENDS; 440 PROPOSED STOP LINE LONG UNES; 380 J//'J •OVERLAY ON EXISTING ASPHALT SURFACE: 4"WHITE PAVEMENT MARKING LINE(TYPICAI)--� 12' • 1 / PROPOSED CROSSWALK TANSVERSE MARKINGS,SYMBOLS,&LEGENDS; N440/E44 LONG LINES; 380/SP44 2- 4"YELLOW PAVEMENT MARKING LINE(TYPICAL) PROPOSED SIDEWALK MARKINGS IN AREAS OF G PAVEMENT,CONTRACTOR SHALL APPLY ADHESIVE AS E)ISTING SIDEWALK RECOMMENDED BY MANUFACTURER. 8�WHITE PAVEMENT MARKING UNE(TYPICAL) PROPOSED CURB&GUTTER -CONTRACTOR TO INSTALL 7'TALL U CHANNEL DELINEATOR POST TO PLACED AT 200' INTERVALS ALONG BOTH SIDES OF SOUTH THIRD AVENUE AND GRAF STREET FROM STA 5+00 EXISTING CURB&GUTTER TO STA 85+00.DELINEATOR POST SHALL BE 1.12 Ibs/Tt.GALVANIZED STEEL AND SHALL HAVE / RIGHT OF WAY LINE HIGH INTENSITY WHITE REFLECTORS(4"z4"HI-4W I r CENTER UNE - 1 1 / PROPOSED EDGE OF PAVEMENT - 8"WHITE PAVEMENT MARKING LINE(TYPICAL)I / PAVEMENT MARKING UNE J (J+ CONCRETE FILLED MEDIAN r / / /c7 � CRASS FILLED MEDIAN m 27' ff GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS,LAND SURVEYORS&SOIL TESTING h If CONSULTING HAGGERTY LANE(P.O.BOX III I BOZEMAN.MONTANA 59715 PIT.(406)-586-0588 VAX(40e)-5ee-0589 J SOUTH THIRD AVENUE, KAGY BOULEVARD AND WILSON AVENUE INTERSECTION PAVEMENT MARKING DETAIL I I I RENTED': 7-14-99 4N� I AS CONSTRUCTED DRAW BY. °1a DATE 17-15-96 ICHECKED BY DRA RING NO.: 94511PPPASO JOB NO.: 94-511 1 VILE r 4 l9 EXISTING SIDEWALK 2 � � III SECTION LINE LLJ III Q EXISTING CURB k GUTTER III III I INSTALL 5'WIDE CURB CUT s I / / N I XISTING STORM DRAIN INLET TO BE RELOCATED / o �/ / EXISTING SIDEWALK TYPICAL TV \e 2 a I / 4//. 2. / INSTALL NEW HANDICAPPED RAMP n.5'r ! 1 1 I I' / ,z• � SCALE 1' a 30' •/ I III o IN I u^'"�/ �� � I III I■E I EXISTING CURB&GUTTER RELOCATED STORM DRAIN INLET Y 12.9' III 129.26'r OBLITERATE EXISTING ROAD SECTION �/ / •1 5 NEW SIDEWALK Y y ` >t / IM I EXISTING %// •` / ,5•� CURB&GUTTER / <I 'sno 178• 4 4EXIS ' �o e EXISTING SIDEWALK TO BE REMOVE / 1 .,� ,y I INLET T T STORM DRAINO BE RELOCATED // 4• \ 125"r 2 I I Tr7 I INLE / 4 •\ i Ill I 124.57'r CONCRETE IN4'MEDIAN CENTER Ie y ( TYPICAL) ' ELOCATED STORM DRAIN INLET /• RAISE%ISTING ED MEDIAN •��� EXISTING CURB AND GUTTER TO BE REMOVED o /i 1If�" o NEW SIDEWALK r i i STING SIDEWALK � POURED IN PLACE Q g I III 1 I 141.5Tr / P / 4 E%I o , •� PIN-DOWN CURB (TYPICAL) 3 POURED IN PLACE 15.5'r ;2 I I YI I RIGHT OF WAY / \� •� Y III PIN-DOWN 1s'r CURB 1 ,�• / 5•r '\ CONCRETE IN MEDIAN CENTER w MATCH EXISTING CURB&GUTTER --� p nq t roof NEW SIDEWALK 2 1y �w (� 2 EXISTING SIDEWALK--,_ / ` \ 3 ' / z ... A —'-'— - 137' w w �W W w w --. w 19.7"�- 3 2'r MATCH EXISTING / _ _ _ Z- _ _277.3'_ _ __ _ _ _ _ _ _ _ _--_-�_�_ - 2' ENRB-dr6MiiER- 7 — — 84' CURB&GUTTER -<l�c _ _ _ 5 s -s - s .-_-.-._ _ pE TO BE REMOVE _.__ __.. FLEX 5(7YWC CD, D / Q - - ie,N+•T. - --- EXISTING MEDIA _ a--- - - EST D TUNATOR ( c./ �` �.� S ION LINE 3 \a\ l .. .. �- EXISTING CURB& 7 TYP .. ___.� s<�-=iv4 ___ __ _" _..s...e- - Jam- R 5 14' _ CUB& _.... 170' TITER 7 / GUa)iER TO BE e _ �= CTION MEDIAN 12 "' .LID MEDIAN w— - REMOVED �N-o- W TO BE REMOVE -- - w ...LINE_... S0 20 t 18' 24' IS'—+I KAGY BLVD. s' 13 — o w _ VA _ h••.. I� sets :.II ��� T T T— T 7 T T T ' / PROPOSED 8"SEWER SERVICE — - - I —T T T T T PROPOSED 6"WATER SERVICE) ezw -TSEE PLAN&PROFILE SHEET 19A OF 1 MATCH EXISTING CURB&GUTTER CONCRETI CONCRETE MEDIAN SEE PLAN&PROFILE SHEET 19A OF 19 4 MEDIAN CENTER RIGHT OF WAY EXISTING CURB&GUTTER `(19 5'NEW SIDEWALK INSTALL FETS WHERE STORM DRAIN I' e15 12 2' -NEW SIDEWALK (4'TYPICAL) INLET IS REMOVED. GRADE TO DRAIN. EXISTING STORM DRAIN INLET I ,¢n 39.5'r EXISTING SIDEWALK 11 TO BE RELOCATED \ / y,�I TC/ III T V y p / MATCH EXISTING CURB h GUTTER EXISTING FIRE HYDRANT TO BE RELOCATED. 89.5'r- 2.25 9E%ISTING EWALK TO BE REMOVED I 1 / / e / \� 15' / EXISTING SIGN 9 RELOCATED STORM DRAIN INLET i � //a- / TO BE REMOVED � I INSTALL STORY DRAINMANHOLE W/ NOTES: 1 /r/ i STORY DRAIN MET A AS 5110wN. RELOCATED FIRE HYDRANT r- CURB h GUTTER OPH TELECNE RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 5' / T hj � �. O2 POWER&LIGHT POLES TO BE PROTECTED OR RELOCATED BY ME UTILITY OWNER(YPC). `-10'NEW SIDEWALK OCABLE TV RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER OTELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR OBLITERATE EXISTING ROAD SECTION I III[///// CENTER LINE CURVE DATA 05 EJOSTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTION. LEN-403.89' I I 2' R-765.9 ©E STORM SEVER MANHOLE GRADE TO BE AD US ED 3 Y CON I DELTA� 0'17'31' BY CONTRACTORS CHORD LEN= 399.20' Q7 EXISTING SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. 1 ®INSTALL 50 Lf 12" TE UTILITYlYLENCONDUIT UL LOCATION DISC. i I I / (12"N-12 CORRUGATED POLYETHYLENE CULVERT SEE COI / RIGHT OF WAY SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4'-5'DEEP. n 1 / O9 ELECTRICAL RISER&PEDESTAL TO BE RELOCATED BY UTRITY OWNER. ,c �w V i Y a i / / ®EWSTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION OF ENGINEER. EXISTMG ASPHALT TO BE 1\1J' 4:21 12 I i / 11 EXISTING STREET MONUMENT�AOJUST AS NEEDED w OVED END CURB&GUTTER ®MATCH EXISTING PAVEMENT GRADE i � f, Y - NEW EDGE OF PAVEMENT iF 7 II I 21' GASTON ENGINEERING & SURVEYING ((Pp ADDITIONCD 881,Z�fBAG>4B�IGYB Z V 15 PH.(101 .O. BOX ;RB&BOIL TEBEIIIG 1 -58e-0699 rAI(40E)-681-0689 Qe 4H 1�JJ J SOUTH THIRD AVENUE, KAGY BOULEVARD AND WILSON AVENUE w 4 EXISTING FIRE HYDRANT INTERSECTION DETAIL TO BE RELOCATED. INSTALL BARRIER POSTS AS PER C.0-IT RfNS£O:: 7-16-99 I ,iI STANDARD DRAWING/02718-5. ORA NN BY CTL DATE 72-15-96 SEE PLAN&PROFILE SHEET 19A OF 19 AS CONSTRUCTED I N Y. mg ORAINNG NO.: 91 12 I ✓OB NO. 4- 11 sgggr 5 iO b ^ \ 11 ii ® III 36 x36'STA � / !'C' 1 9 Ati 40 y -1L �V R7-1R ® + W6-3 III >30'x30' '�/ / STA 3+70 8 2�xlB' *STA Of 2+7 534 OTR8 Ae A INO 48x3O Q\ ��-8 /\/ SCALE 1'-30' D4 3 ( Nf1081S3M j I i STA 7+82 80'x30' �, STA H-90 30'x30' GA��.�d�I OI ;,.\ R7-11D, /... 2'xl6' 520 1 6-3 L Y STA 7+82 STA 16+00 R6-1R 7/p STA 12+37 36' 38'x38' 38'x12' WtIR6-9 X :I� 7510 USE AS IS 30-- -.: ® -- R1-2 STA 2+25 RI-2 �9r 0/ II 36•x36•x36' jil STA 7+82 115-1 30'x30' ~D1-3 STA 9+05 / \ \� STA 5+3D dOlS , \o ..12'x,8' /.� ��, �� ;; 37A5130 12'x18' 21 Q (G % \\ \ 1TX!' tl2'xll' STA 6+63 \-IRON6 RS-9 STA 8+15 `�R3-B L, ?51a R6-iL „4/ �i \�. Ur DM �A14+13 USE AS 18 30'x30' p a. 36'x12'R5-9 CV fB1bB ��� �3yy1 STAR+15 d/ \\ \� OS S -J 24'x24' �` R --- _ _ — — — — im F/MAST ARM GN FLEX. �— DESIGNATION(TYP) -A3 8 DEUNEATOR j B `� K A G Y BLVD. - ----- - ... K A G Y BLVD. ,��A STA:b oo Do IM --- +00 4+00- - - - - 1 15+00 7+00 _ � •� STA.9+97.63 KACY k x. STA.0+00.00 S0.3rd paNEATOR DELINEATOR \\. •�_ p G C--�k500 __ ----__ — -- 5 7530 - - - 43V532------- - EUNEAT -- _ R7-11- R7-16 SP LIM 25 R7-1R R 8B 60 STA 12+ STA 9+60 STA 10+75 " ® R7-tD R7-1R ,: A 7539 R7-IL 12'x6• 12'x18' , xir STA8+44 R7-1R lr a Q cn STA 7+35 f ♦ R7-1L gyp. 12'z18' O ' 14e�.°)W STA 0+66 O uleE As 16 STA 6+35 / ---� R7-A 30.x 30'z30' STA R7-11- 0 SIGNAL MAST ARM SIGN LEGEND R7-tL � �'� 317 �� A B C �vad R�4*x36' / „>d� /� 24'x36 - STA 4+00 W3-3 STA 7+40 O R7- � �� ONLY ONLY ONLY 36'x36' Fl7-ID 12'x18' STA 2+15 STA 1+60 �1Ao /�// --�... 112 80• ,�`W 30� R3- irW n 24'x30' MID AT STA 4+50 448'x30 m-8e E F G 753a OI�LYION.Y ONLY R71 -�L KACaY S THIRD WILLSONA"E % 9r.FLAME Fr.NAME UT.NAME KEEP °x °x °x STA 3+10 ,/I STA 2+70 INSTALL AT EVERY 86'z F 7Y z 12' 0•7 TTE N 1� p LEREiiiO 9•LEI'TF3lq 1�1c18'�" O. "'`... R3.124x�• �, �RSECTION 7537 d% j 12'x16' � V'(�1> - 7{ �I+R3-161 Z V NEW AT STA 4+00 W 0 R3-16 GASTON ENGINEERING & SURVEYING 536 24'x3O' t'ONSULTING ENGINEERS,NANO SURVEYORS k SOIL TESTING SIGNING PLAN } 7i-1D ' DO RAN. RTYMOO IANF.9715 BOX Bel) N -- HOZEYAN.MONTANA 59715 PH.(406)-586-0588 FAX(408)-5B6-0589 SCALE:AS SHOWN 7p , SOUTH TH155AND VENUEN�AVENUEGY�1�ARD NEW MLLSO 3 STA 5+00 I RNEW AT STA Si-00 �. - ( INTERSECTION <$> 36'x36' T1ME . . RENSEO:: 7-76-99 }+a-a� Cam- 2� r DRAWN BY.I DATE. J-24-97 �%J 'A S CONSTRUCTED CNECKED BY. DRAWING NO 94511SGN-ASB ✓OB NO.: 94-511 T 6 QF 19 g 5 ;- - - - REMOVE 290 LF L.Z d w I Y L-i..{ I g V v y5! 15� n EKISnNG ASPHALT �. / S 7 ( 7 i 7 SIDEWALK s a[A l3ltt CfII ( m' o a I raonJ d V (� S1 in r� g 5 5 l30 'w �iC r �3 b ar� Ll !��•5 4L Lsn Y a b I INSTALL PEDESTRIAN/BIKE ,I F o o 8 21 `v I `v In To y g'�2 Al`tD, ^ I LANE SIGN(R9-7 12'X18') ' 3 I CB yz lb I I INSTALL PEDESTRIAN/BIKE I I L GRADE DITCH AWAY EXISTING FENCE TO BE FROM EXISTING CMP I -LANE SIGN(R9-7 12'z18') RELOCATED TO RIGHT OF WAY UNE BIKGRADE DITCH AWAY FROM NEW CMP C) 'NSTALL LANE SON(RO-71AN 12 i1aE b GRADE DITCH AWAY FROM NEW CMP lI Ei SAW CUT EXISTING ASPHALT AT P.T. EXISTING ABANDON CMP I �,� ----- O I I MATCH NEW ASPHALT SECTION - % EXISTING 24'CNP T. TO EXISTING ASPHALT SAW CUT EXISTING ASPHALT AT P.T. MATCH EXISTING ASPHALT I REMOVE EXISTING 15"CMP 1S'r I'1 FG 4899'a 15'r ST MAINA�Ihln FC-4939122 O¢- -- FG=4931-38 �� 5'r EXISTING SEWER MANHOLE CONTRACTOR � _ } TO INSTALL 1'BARREL SECTION TO MEET I 11 1 'I� PROPOSED GRADE.CONTRACTOR 70 1 - FIELD VERIFY EXISTING ELEVATIONS. W W --W - CONTRACTOR TO CONSTRUCT ROAD _ r• - %d ,. h SHOULDER TO 3'MINIMUM TO WEST OF ( ' r W- - W---W _ �.jL, MANHOLE PAVING SHALL EXTEND 2' yyy��^TCH I 6 ;V•�(- -W- I W-__µ,__ I. W W W W— W-- W--WW •.ti MINIMUM WEST OF MANHOLE.TRANSITION STING _ �LI"_l/ ' -7v --W- -W - _ _ 23Jx SMALL BEGIN 6'MINI M EITHER SIDE OF S - _ _. - () - _ �.,., _ 68'R/W - EXISTING MANHOLE. ] I FG=4900.35� FG-4931.98 ---- -- /} - +FG=4939.73J y�Ot 66 R/N 2m SPRING DRM, HENDERSON STREET � I � • EXI�IING HRI. BTREET � * I SAW CUT EXISTING ASPHALT AT P.T. 9 ..i J MATCH NEW ASPHALT SECTION TO ----- - EXISTING 15'CMP EXISTING ASPHALT. I1 r I it INSTALL NEW 55 LF OF 15'CMP w/FETS • •I-- FG=4901.2 15'r Sias giAllAa NFr --�.�.. • I - I FC=4932.58 I . I I I EllASSTING 15•REMOV INSTALL FIE OFIS EXIST ING FENCE TO BE FG-4 71 i5'r 10 I RELOCATED TO RIGHT OF WAY LINE MANHOLE RCP BETWEEN EXISTING 11 I MANHOLE 6 PROPOSED FETS. GRADE DITCH TO NEW CMP I{ GRADE DITCH TO EXISTING 15,CIAP XISTING FIRE HYDRANT.INSTALL 1 I 5 BARRIER POSTS AS PER C.O.B. CMP 4k MANHOLE TO BE REMOVED 40.01'R/W -50'R/W ~ STANDARD DRAWING p2718-5. ADJUST GRADE AS NEEDED. E105TING I - I '9LOCE 9 _ f GRADE DITCH TO EXISTING CMP I f w INSTALL BIKE LANE SIGN BLOCIt3 INSTALL BIKE LANE SIGN a a I W I (R3-17 24'z30') (R3-17 24'z30') f III�IIII d INSTALL BIKE UNE SIGN REMOVE 2110 LF OF EXISTING 3 5 S !J (R3-17 24'z3O') m $ m W ASPHALT SIDEWALK p Im SOUTH THIRD AVENUE & HILL STREET SOUTH THIRD AVENUE & SPRING CREEK DRIVE 0 SOUTH THIRD AVENUE & HENDERSON STREET SCALE: 1'-20' SCALE: 1' 20' SCALE: 1'-20' NORTH NOPT' INC.' INSTALL PEDESTRIAN CROSSING STOP I < �I 1� NOTES: WHILE OCCUPIED SIGN IN CITY OF ,I BOZEMAN STANDARD LOCATION a (W11 A-2 30'z30') INSTALL PEDESTRIAN CROSSING STOP 7 O1 TELEPHONE RISER h PEDESTAL TO BE RELOCATED BY UTILITY OWNER. I S 5; - WHILE OCCUPIED SIGN IN CACITY 0 w a 2 BOZEMAN STANDARD LOTION C' I� I I OPOWER POLES TO BE PROTECTED OR RELOCATED BY THE U11UTY OWNER(MPC). --. N (W11A-230'z30') 3 V v1 F55z 8 I - INSTALL PEDESTRIAN/BIKE �e0 3I I A _^ O3 CABLE TV RISER h PEDESTAL TO BE RELOCATED BY UTILTIY OWNER. LANE SIGN(R9-7 12'z18') „ �7'N ^ io ®TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. n \� ,. C.S I O5 EXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR. 32 I 5 I I I REMOVE 280 LF OF EXISTING II 2'WIDE STOP BAR 0 ASPHALT SIDEWALK ©EXISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED —_. INSTALL IN CITY OF BOZEMAN- BY CONTRACTORS. STANDARD LOCATION O CONTRACTOR TO INSULATE WATER 7 EXISTING SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED N 111 MAIN UNDER PROPOSED CULVERTi` OBY CONTRACTOR. ' I � I INSTALL PEDESTRIAN/BIKE EXISTING CONCRETE SIDEWALK LANE SIGN(R9-7 12'z18') GRADE DITCH AWAY I TO BE EXTENDED TO PROPOSED ®INSTALL 50 LF 12'DIA UTILITY CONDUIT W/LOCATION DISC. FROM E%ISnNG CMP -� EDGE OF PAVEMENT (12'N-12 CORRUGATED POLYETHYLENE CULVERT SEE ADE DITCH AWAY FROM NEW CMP SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4--5-DEEP 33 R/W SAW CUT EXISTING ASPHALT AT P.T. INSTALL NEW 5'SIDEWALK�_ _ _ MATCH NEW ASPHALT SECTION 15" EXISTING 15"CMP.REMOVE EXISTING O9 ELECTRICAL RISER k PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 7 15'r I - - - — TO EXISTING ASPHALT. _ 15'r CMP BACK TO PROPER DITCH ALIGNMENT - ,• t WESTRIDGE RIVE z z Ga4936. FC=4936.5 ®EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION G-4913.27 OF ENGINEER. W � - I 11 EXISTING ASPHALT TO BE REMOVED 0-491J 53 f 11 ` ©EXISTING STREET MONUMENT ADJUST AS NEEDED W- Wvr+ W- Yy. -W T ( • ®MATCH EXISTING PAVEMENT GRADE • 4Y W W --W- -W_- A' CONSTRUCTION NOTES: WESTRIDGE DRIVE I FG-4914. 1 I 2.00II G I4936.85 FG-4936.8� .. V' I `iC-4 a,,ST,,,15'CMP3.73 `; —" - - - 1.)CONTRACTOR TO REMOVE k RESEi/RELOCATE EXISTING STREET SIGNS AS NECESSARY. 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. 11 — 1RNOLD STRUTT ARNOLD STRUT1)CONTRACTOR TO ADJUST MANHOLES TO GRADE. --_- ` G-493 15 1 L I - • __ INSTALL PAVEMENT FOR�1 1.)ALL RADII SHALL BE 15k.AT INTERSECTIONS INCLUDING DRIVE APPROACHES. L I �,R/W _ - - IG!�7. ' 15'r �DESTRIAN LANDING 5.)ACCORDING TO THE BEST DE EXISTING UN RGROUND IN NFORMATIONS AVAILABLE TOnTHEENDICA ENGINEER.THE SHOWN AREIENGIN ER J I DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES SAW CUT EXISTING ASPHALT AT P.T. 15r / G-414 11 F t5'r (WATER,POWER,SEWER,T.V.,&TELEPHONE etc.)MAY NOT BE STRAIGHT LINES OR 5 SAW CUT EXISTING ASPHALT AT P.T. q5 INDICATED ON THE PLANS. MATCH NEW ASPHALT SECTION TO ! 2 MATCH NEW ASPHALT SECTION G=4914.8 TO EXISTING ASPHALT. xISnNG ASPHALT. I EXISTING CONCRETE SIDEWALK I ••CONTRACTOR TO FIELD VERIFY ALL DEPTHS a CALL UTILITY COMPANIES BEFORE TO BE E%TENDED TO PROPOSED I EDGE OF PAVEMENT EXISTING T CMP.REMOVE EXISTING BEFORE EXCAVATION FOR EXACT LOCATIONS. '` rr SAW CUT EXISTING ASPHALT AT P.T. CMP BACK TO PROPER DITCH ALIGNMENT ICI-- _- -- - _ MATCH NEW ASPHALT SECTION EXISTING SIDEWALK TO BE REMOVED 10 BE EXTENDED PROPOSED I 7 TO EXISTING ASPHALT. EDGE OF PAVEMENT t INSTALL NEW BO LF OF EXISTING 12'CMP TO BE REMOVED AS CONSTRUCTED 15'CMP w/FETS INSTALL TYPE'B'CROSS WALE I 2'WIDE STOP BAR ACCORDING TO CITY OF BOZEMAN I INSTALL IN CITY OF BOZEMAN J III w GRADE DITCH TO PROPOSED 15'CMP STANDARD DWG 09910-2 STANDARD LOCATION 1 GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS,LAND SURVEYORS k SOIL TESTING 7 F---- INSTALL BIKE LANE SIGN '9 5 211 BAGGERTY IANF.(P.O.BOX 661) GRADE DITCH TO EXISTING CMP - 2 i � < �- I(R3-17 24'X30') w i ]] BOZEMAN,MONTANA 59716 S S m w I I o S9 T� I PH.(4081-686-0688 PAX(406)-588-0589 Co - W 3 q s -% SOUTH THIRD AVENUE in INSTALL PEDESTRIAN CROSSING STOP 5 WW 81STALL PEDESTRIAN CROSSING STOP INSTALL BIKE UNE sKx4 WHILE OCCUPIED SIGN IN CITY OF x m o WHILE OCCUPIED SIGN IN CITY OF - J STREET INTERSECTION DETAILS . BOZEMAN STANDARD LOCATION I ^ I ^ BOZEMAN STANDARD LOCATION (R3-17 24'z30') (W11A-2 30'z30-) ++ (W11A-2 30'z30') I '/ SOUTH THIRD AVENUE & WESTRIDGE DRIVE SOUTH THIRD AVENUE DRAW BY. & ARNOLD STREET I 6 1 �6 � LIU DA OA 7F.E.' S-J-96 SCALE: 1' - 20' SCALE: 1'-20• BY - DRAWNG N : 94-511C1-AS6 NORTH NORTH HNK 51 OF 19 z 5 EXISTING SIDEWALK TO BE RELOCATED C I z 1 BLOCK 7 39 WD o VI I TO CITY OF SOZEMAN STANDARD 80' LOCATION 1'OFF OF PROPERTY UNE. 3 < I s I f INSTALL NEW CONCRETE SIDEWALK 1' p x SAW CUT EXISTING ASPHALT AT P.T.MATCH NEW - OFF OF PROPERTY LINE. in H= ty m a h ASPHALT SECTION 70 EXISTING ASPHALT INSTALL PEDESTRIAN/BIKE „I REMOVE 15 LF OF EXISTING SIDEWALK FOR LANE SICK R9-7 12`x1 B' [FAQ ( /12LF OF STANDARD SIDEWALK MATCH ( ) T / ^_" I EXISTING TREES INSTALLATION OF PROPOSED CUP REPLACE TO BE REMOVED. PROPOSED EDGE OF PAVEMENT Da 65 LF J 1�� INSTALL PEDESTRIAN/BIKE GRADE DITCH ( INSTALL RIGHT NDARDTUURN p0NNLY I LANE SIGN(R9-7 12'x18') _ __- TO NEW CUP GRADE DITCH AWAY .. CITY OF BOZEMTIAN FROM EXISTING CUP 5(R5R 0030CC K36`) 5 INSTALL TRAFFIC CONTROL BOULEVARDp1 GRADE DITCH AWAY F _ A,V i� D C W FROM NEW CUP I �- 2'WIDE STOP BAR 25'r . (SEE DETAIL SHEET 17 OF 19) -� __;EXISTING TREES SAW CUT EXISTING ASPHALT FG-4945.09 $ INSTALL IN CITY OF BOZEMAN - TO BE REMOVED - -' 15Y STANDARD LOCATION _ - �_�_ ASPHALT SECTION TO GRADE DITCH AWAY FROM EXISTING CUP � INSTALL STREET MONUMENT BO% EXISTING ASPHALT INSTALL PEDESTRIAN/BIKE IT AT 1/4 CORNER ACCORDING TO a 15'r 6'PEDESTRIAN LANE -.}. ..."-..'".. .'"....."'. ..,..'. dItCI°r--_- ---(I LANE SIGN(R9-7 12'x18') � ( r ---, CITY OF BOZEMAN STANDARDS I ��� -"'"- - � - INSTALL PEDESTRIAN/BIKE 5'BIKE LANE ---.------ -.-� INSTALL 25 LF OF 15 CUP U _ iNow S NE SICK(R9 7 12'x1 B') ,., EXISTING 18`CUP _ _ - - .. - - _ - _-- 1 - 6'PEDESTRIAN LANE -- - - FG=4958.8/ 6 PEDESTRIAN LANE Wr 12'DRIVING LANE II _ I/♦mIs - �+— �- - - FC-4959.19 5'BIKE LANE _ - - - m - INSTALL ASPHALT APPROACH, -- 5 BIKE LANE _ FC�4945.68 INSTALL ASPHALT APPROACH, ------ -^- ---- TO RIGHT OF WAY ---- --- - INSTALL NEW 60LF 15'CUP w/FETS 15'EAST OF PROPOSED EDGE OF 12'DRIVING LANE - r/15'RADII k MATCH REMOVE 31.E OF EXISTING CONCRETE SIDEWALK- V EET I ♦ PAVEMENT w/15'RADII k MATCH GRAF gf�' "1 EXISTING WIDTH. - - - 12'DRIVING LANE STAUDARER STREET -- �-- EXISTING WIDTH. 12'DRIVING LANE _ _ .--- ----- - INSTALL STOP SIGN IN CITY OF _ - - — 7 _ BOZEMAN STANDARD LOCATION 5'BIKE LANE INDICATE 3-WAY STOP SITUATION GRAF STREE4 EXISTING -- -- I �; ISr REMOVE 5 LF OF EXISTING SIDEWALK.CONTRACTOR TO I (R1-1 36'.36'k Rt-3 12'x8') 12'DRIVING LANE TO BE RFIAOVEO NT - - 12 DRIVING LANE 15" _ � - ------GRADE DITCH TO EXISTING CUP MATCH SIDEWALK w/PROPOSED EDGE OF PAVEMENT. - _ __.. 5'BIKE j' -- ... - - - I - dIt&t- it '�h 15 E%ISTING CROSS WALK TO BE REPLACED �� - 5'BIKE LANE INSTALL STOP SIGN IN CITY OF BOZEMAN STANDARD LOCATI rt� 2'WIDE STOP BAR EXISTING 15'CUP p \ / INDICATE J-WAY STOP12*xs"SITUATION - 1 INSTALL IN CITY C IOZEMAN 1 G-49 .27 �� (RI-1 36'x38'it R1-3 12'x8' - -, 1 (�-. STANDARD LOCATION ii} IiC It L't1 —-altC �I(Ch,µ��,,. �. .._ --- GRADE DITCH TO EXISTING CUP - I I - INSTALL BIKE LANE SION EXISTING TREES (R3-17 24'x30') TO BE REMOVED SAW CUT EXISTING ASPHALT.MATCH NEW l71 CONTRACTOR TO REMOVE zl 1 ASPHALT SECTION TO EXISTING ASPHALT 7300 s9AtV OF EXISTING C 2 PAVEMENT / INSTALL BIKE LANE') ISIGN m I S m -5 j FILM 14Y PALM 32W / B (R3-17 24'x30 � � t• PHILIP E.8 DONNA M.ONEIL del rrxan p � m� INSTALL TYPE'B'CROSS WALK ACCORDING / TO CITY OF BOZEMAN STADARDS DWG 09910-2 SOUTH THIRD AVENUE & STAUD HER STREET SOUTH THIRD AVENUE GRAF STREET & WESTRIDGE DRIVE SCALE: 1'-20' GRAF STREET & WAGONWHEEL ROAD SCALE: 1'= 20 NORTH SCALE; 1' 20' NORTH NORTH NOTES: 40.01'R/W w'R/w wF O1 TELEPHONE RISER k PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 2 POWER POLES TO BE PROTECTED OR RELOCATED BY THE UTILITY OWNER(MPC). 9f1AP7'>! 1H1F1D Anb171nN INSTALL PEDESTRIAN/BIKE I CABLE TV RISER k PEDESTAL TO BE RELOCATED BY UTILITY OWNER. x l S VI LANE SIGN(R9-7 12*xI8') 4 10 ®TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. - u INSTALL PEDESTRIAN/BIKE 1 OEXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR. ( LANE SIGN(R9-7 12'x18`) II 80'It/W OEX]VnNG STORM ENER MANHOLE GRADE TO BE ADJUSTED B CONTRACTORS. $ / ___ SAW CUT EXISTING ASPHALT AT RIGHT OF WAY UNE. 60 LF I J MATCH NEW ASPHALT SECTION TO EXISTING ASPHALT. (DEXISTING SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED EXISTING SIDEWALK TO BE RELOCATED TO 1 ADE DITCH AWAY FROM EXISTING CMP BY CONTRACTOR. THE CITY OF BOZEMAN STANDARD LOCATION INSTALL 50 LF 12`CIA UTILITY CONDUIT W/LOCATION DISC. 1'OFF OF PROPERTY LANE. I I EXISRNG 15'CUP (12'N-12 CORRUGATED POLYETHYLENE CULVERT SEE (FG�49}O.Bp 'I z s SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4'-5'DEEP OELECTRICAL RISER k PEDESTAL TO BE RELOCATED BY UTILITY OWNER. INSTALL NEW CONCRETE SIDEWALK. 15'r' _ _ z - _ - - --- ---- - CONTRACTOR TO GRADE SIDE SLOPE SUCH y Xx - _ _ _ —'�'� - ®EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION THAT DRAINAGE WALL FLOW BETWEEN F OF ENGINEER. EDGE OF PAVEMENT AND SIDEWALK. 15r It EXISTING ASPHALT TO BE REMOVED GRADE DITCH AWAY ®EXISTING STREET MONUMENT ADJUST AS NEEDED, TT GRADE DITCH TO EXISTING CUP 1 'r FROM EXISTING CMP ®MATCH EXISTING PAVEMENT GRADE GRAF STREET 6TPEDESTRIAN LANE ..4DR ET 6'PEDESTRIAN LANE - _ CONSTRUCTION NOTES: - I iG�4953.83 iG.4953.50 5 BIKE LANE I� -S'BIKE uNE— _ _.___.. __._. ❑ 12'DRIVING LANE 12'DRIVING LANE FG-4951,44J EXISTING 15'CUP FG=4953.77 $ - - 1.)CONTRACTOR TO REMOVE k RESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY. CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. 12 DRIVING LANE 12'DRIVING LANE GRAF STREET 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. / FG-4952.01 - - -- - 4.)ALL RADII SHALL BE 15f1.AT INTERSECTIONS INCLUDING DRIVE APPROACHES. .15r SAW CUT EXISTING ASPHALT --- - S BIKE LANE 5.)EXISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED / - ! AT P.T.MATCH NEW 5'BIKE LANE ACCORDING TO THE REST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER ASPHALT SECTION TO l` INSTALL BIKE LANE SIGN DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES 1 EXISRNG ASPHALT I WATER,POWER,SEWER,T.V.,k TELEPHONE etc.)MAY NOT BE STRAIGHT LINES OR (R3-17 24'x30') AS INDICATED ON THE PLANS. I ( ---�ditcf>--- tcir---- —ditcht�y� �—dit EXISTING STREET MONUMENT •'CONTRACTOR TO FIELD VERIFY ALL DEPTHS k CALL UTUTY COMPANIES BEFORE TO BE REMOVED BEFORE EXCAVATION FOR EXACT LOCATIONS. N GRADE DITCH TO EXISTING CAP OPLN SPACt AS CONSTRUCTED GASTON ENGINEERING & SURVEYING INSTALL BIKE LANE SIGN Z11 RANG INE S,L D S BOX B8l) I CON9VLTING F.NGRIP.KR9,LAND SURVEYORS k 90LL TESTING (R3-17 24'x30') I BOZEMAN.MONTANA 59716 I'rYl it i I T T-- PH.(406)-586-0688 FAX(406)-586-0589 SOUTH THIR ENUE s n STREET N ERSECTIONvDETAILS SOUTH THIRD AVENUE & GRAF STREET GRAF STREET & ERWIN AVENUE J ORANN BY. CID DA F. :. 7-I6_5' DA rF� -1J-97 SCALE: 1'=20' SCALE: I'= 20 CHFCKFO BY DRA WNG NO. 94-511C1-ASH NORTH NORTH NO. 94-511 SJf 7Of 19 CONTRACTOR TO REMOVE EXISTING TREES 7300 aq.fl.OF EXISTING PAVEMENT INSTALL BIKE LANE SIGN TO BE REMOVED (RESTORE w/TOPSOIL&SEEDING) (R3-17 24"x30') INSTALL LEFT TURN ONLY SIGN&15 MPH SIGN IN CITY OF BOZEMAN STANDARD LOCATION (Wl-IL 30"x30"&W13-1 18'08") SIGNIINSTALL RIGHT TURN ONLY SIGN&15 MPH SIGN IN CITY OF W13-1 STANDARD LOCATION (W1-1R 30'x30'&W13-1 18'x18') I � �J90PIl�1J)�l ?H�19� 1 I x - EXISTING TREE � I m TO BE REMOVED I s I W � s \ \ \ I I I \ TO BE \l REMOVED. REMOVE 14 LF EXISTING SIDEWALK - ^u �" -- ' I I FLEX DELINEATOR FLEX DELINEATOR - ira>urr 5'BIKE LANE 5'r }2' FAC TO FACE 5 r ' � 12'DRIVING LANE I II I INSTALL ROAD DIRECTION CHANCES 80• -- ` 12'DRIVING LANE WARNING SIGN IN CITY OF BOZEMAN _ STANDARD LOCATION. — _- -- — — _ - — (W1-8R 18"x24") 5 -� _._._._._5 Brll(E-CANE I .. .._.By.- 8'PEDESTRIAN LANE / I ItG� INSTALL STREET MONUMENT BOX } -- —'dit ___------ --- AS PER CITY OF BOZEMAN STANDARDS �— . _ . _ . _ . _ . _ . — . -...�. L.l DO — -_ x x pw U� % - INSTALL ROAD DIRECTION CHANGES L J U z 1 WARNING SIGN IN CITY OF BOZEMAN F a O_ a e STANDARD LOCATION. Z 316 (WI-8L 18"x24") Y ,Qi" 0 OLLIZ i 0 0Z x In rv � I n 8"YELLOW LINE xZ 0 <�< R I aWs on w FE�4p �o 'YELLOW LINE o �00 w �m aa = Z. NOTES: <m F F p s73 w0 �mr0 3g tom i sR r'3 )1-'m `•' tom o �� wiz TELEPHONE RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 15 i sm F ip ^- w wi ?)POWER POLES TO BE PROTECTED OR RELOCATED BY THE UTIUTY OWNER(MPC). FYO FY O VI yyZ yy117 Or<� p 2Ww O�. 01 w<W Z3� _~ i F Y o �0 (I CABLE TV RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. rn If X2. j R Q w ®TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. o:�m i c )5 EXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR. y0w ©EXISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED NOR" BY CONTRACTORS. EX STING SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED SOUTH THIRD AVENUE & GRAF STREET TURN LANE )7 Y BY CONTRACTOR. z�g SCALE: t' 20' )8 INSTALL 50 LF 12"DIA UTILITY CONDUIT W/LOCATION DISC. (12"N-12 CORRUGATED POLYETHYLENE CULVERT SEE SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4--5-DEEP )9 ELECTRICAL RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. ®EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION OF ENGINEER. T T EXISTING ASPHALT TO BE REMOVED ©EXISTING STREET MONUMENT ADJUST AS NEEDED ©MATCH EXISTING PAVEMENT GRADE CONSTRUCTION NOTES: 1.)CONTRACTOR TO REMOVE&RESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY. 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. 4.)ALL RADII SHALL BE 15R.AT INTERSECTIONS INCLUDING DRIVE APPROACHES. 5.)EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES (WATER,POWER,SEWER, T.V.,&TELEPHONE etc.)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. ••CONTRACTOR TO FIELD VERIFY ALL DEPTHS&CALL UTILITY COMPANIES BEFORE BEFORE EXCAVATION FOR EXACT LOCATIONS. GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS,LAND SURVEYORS&SOIL TESTING 211 HAGGERTY LANE(P.O. BOX 881) SOZEMAN,MONTANA 59715 PR.("0)-586-0589 FAX(408)-588-0589 SOUTH THIRD AVENUE �y>) STREET INTERSECTION DETAILS R-l4SE0:. 7-16-99 ORAW AS CONSTRUCTED CHECK Y✓ M6 DRAG 5-14-96 CHCCKEO YY. MC ORA{MNG NO.: 94-511C5ASB JOY NO, 4- 11 Nqkt 1 9 OF 19 n I 5 I 2'WIDE STOP BAR INSTALL IN CITY OF BOZEMAN Z 1MI STANDARD LOCATION %I ffi & m I N. 5 && INS�R3-IN 2LANE)ON INSTALL BIKE LANE SIGN a I a ~ INSTALL CROSSWALK&STOP WHEN I u in (R3-17 24'x3O') ` n iV OCCUPIED SIGN(Wl IA-2)IN CITY OF j INSTALL ROAD NARROWS OELINEATOR BOZEMAN STANDARD LOCATION SIGN IN CITY OF BOZEMAN STANDAR :- LOCATION CONTRACTOR TO GRADE DITCH $ I TO EXISTING CMP 67 LF 8 . GRADE DITCH AWAY FROM NEW CMP Ic 5 INSTALL BIKE LANE ENDS SIGN I 5' 25'r I - • 15'r CONTRACTOR TO GRADE DITCH (R3-16 24'.30') TO EXISTING CMP I I FG=500SSS 2'WIDE STOP BAR } i REMOVE EXISTING 67 LF OF 18"CMP.-- I n Z INSTALL NEW 70 LF OF 18"CMP - - _ INSTALL IN CITY OF BOZEMAN 1.455 1/AGONRREEL ROAD w/FETS AS SHOWN. 6 STANDARD IOCATION SAW CUT EXISTING ASPHALT e ._/1 I '# AT P.T.MATCH NEW ASPHALT CONTRACTOR TO BEGIN TO MAKE 200 LF TRANSITION I FCiS ""' SAW CUT EXISTING ASPHALT.MATCH NEW _` 52_ SECTION TO EXISTING ASPHALT (TO SOUTH)BACK TO ORIGINAL EDGE OF PAVEMENT. -i ASPHALT SECTION TO EXISTING ASPHALT CAIBRIME DR E y INSTALL ASPHALT ADP FC=5006. 26'WEST OF PROPOSED DGE 't INSTALL TYPE V CROSS WALK I I S' S _ACCORDING TO CITY OF BOZEMAN _ 15'r I � GE OF O - STANDARD DWG 09910-2 PAVEMENT w/26'RADII& 5'WIDM.I NEW ASPHALT TO MATCH EXISTING ASPHALT RADIUS F 3.D 2'WIDE STOP BAR I l INSTALL IN CITY OF BOZEMAN I15'r STANDARD LOCATION •CONTRACTOR TO REMOVE&REPLACE EXISTING REFLECTORS-(MIS INTERSECTION ONLY) z S i GRADE DITCH TO NEW CMP � a z I� 5 5 INSTALL CROSSWALK&STOP WHEN / n p o _ \ OCCUPIED SIGN(W71 A-2)TI CITY OF INSTALL PEDESTRIAN BIKE `BOZEMAN STANDARD LOCATION LANE SIGN(R9-7/2�x1 B•) I ,., Cl I11. SOUTH THIRD AVENUE & CAMBRIDGE DRIVE SOUTH THIRD AVENUE & WAGONWHEEL ROAD NOTES: SCALE: 1' 20' SCALE: 1'=23' I,:FT.I �pP-.I Ol TELEPHONE RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. (i)POWER POLES TO BE PROTECTED OR RELOCATED BY THE UTILITY OWNER(MPC). OCABLE TV RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. ®TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR, Q5 EXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR. ©E%ISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED BY CONTRACTORS. O7 EXISTING SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. OINSTALL 50 LF 12'DIA UTILITY CONDUIT W/LOCATION DISC. (12-N-12 CORRUGATED POLYETHYLENE CULVERT SEE SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4'-5'DEEP Q9 ELECTRICAL RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. �O EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION OF ENGINEER. 11 EXISTING ASPHALT TO BE REMOVED ©EXISTING STREET MONUMENT ADJUST ASA NEEDED ©MATCH EXISTING PAVEMENT GRADE CONSTRUCTION NOTES: 1.)CONTRACTOR TO REMOVE&RESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY. 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. 4.)ALL RADII SHALL BE 15ft.AT INTERSECTIONS INCLUDING DRIVE APPROACHES. 5.)EXISTING UNDERGROUNO INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION,SERVICE LINES (WATER,POWER,SEWER, T.V.,&TELEPHONE etc.)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. ••CONTRACTOR TO FIELD VERIFY ALL DEPTHS&CALL UTILITY COMPANIES BEFORE BEFORE EXCAVATION FOR EXACT LOCATIONS. GASTON ENGINEERING & SURVEYING CONSULTING F.NGINF.ERS,LAND SURVEYORS&SOIL TESTING 211 HAGGERTY IANF(P.O.BOX 861) SOZEMAH,MONTANA 59715 PH.(406)-586-0568 FAX(406)-586-0589 ,w SOUTH THIRD AVENUE STREET INTERSECTION DETAILS RENSEO:: 7-t6-99 Blasi URA HN BY CTU DA)E' S-13-96 AS CONSTRUCTED CHECKED BY. DRA MlVG NO 94-SIIC3-ASH JOV NO.. 94-511 SNEEI i 19 �• _ J o roml r. f.^♦. I � ` 4 U^� 2 �II.1 r� rR o a%z z n z Fm9i i (' i�QQ� 1 iW rya rc`ia i�mW O NcL • �E a� U' IY"�='�®B �I-" a z W n oQ i m '42z gR Gc�i a0w �$< Q�<"' v <000 aw W N • C— LJ _ y 7 l\ �< x a00o p=$„'z NF 2w S a �l �r cn C '\ V a W ti0« FCiN <�� D_' OU W ,TF r- .. N io <� �'w WsWw `fix iW OQ try I� ZO '�2 w �y~W Fp Qd J W J JN t N L • '�"[y� D \ F K d 7 C ��y J C V " F i w S (n w Q Z how's �i\ \/ a w s tp9 ? 1 3 I� \ 0. 0!u v : - i z a a w 2 I.. U e3 # v� Q \ e N ='07 7J N U N U^ Z ~W _ L\\L 1\1 u _♦15 N nlcnunlxaln wr:n rah R _.x A�c , SOUTII�a7�HIRD AVENUE - - N , .-T— I 4 zI 8 4 Jl — $ 1 � 4 ' i z m o <� in S F $ F I= $ram 0 h ��C\\�j n m�€ F v ¢ xPLM ] E � gg t 1 In I� Zoo GO W 9 k $ m+ Mils-Pum DP <� 3m"=� �°� + ei w to FO iogL - + x z RoaeRrcar:DrlNMSPCNCER F Q+Q Il�� �DCK1�tl U Uw��w FFO UIUj F l\ CL &a�p, + r- 2 R W ,_ CID MW41ANA -_ = ] omn t0 �< IJ-w m o WW m < $6 R - OOZ O <V) wF�C, O TW i 3 I ;� >a , a N �rar� uN�v��>nrry o��=�� =tx�� o�= WQp i 6Frn3�z =oil wot9 Ft.Z VVV` <m 1�Dr"9J=17 ZduRo= <sz <� <NG'F S iM Haw o aax w i l • ` ` $K a$ j p�Q STA 6+00 �rco�on i�ma i810 �yCox z a < oo to FO QUA STATION LINE �< y Ie in tea. ra0a�� ♦-QD 7.0'EAST OF SECTION UNE m0 m a ?< F m w X.-z< o STA 14+00 o VS' CROWN OF ROAD 1.5'WEST `��o � ,O„z w"�'2: o: �, m 3 6 Z N m W ( u w w a u 8 < STA 13+17.2 Bf a �r STATION LINE F _00 OF STATION LINE) 2� 9<aJ fmU Fat Z�o� ; < �- 3 O w =0 u m F a a STATION LINE �,' s W a o (5 0O EAST OF SECTION LINE a^ O m $ z i a 3=W. m'-0 9 4.5'EAST OF SECTION CORNER j < (CROYM OF RDA;/.5'WEST w?a�Ou=Si3u=iw I<il�..� w?a� i (CROWN OF ROAD 1.5'WEST �H i OF STATION LINE I III a ^ml ob i OF STATION LINE) rn i SOUTH THIRD AVENUE PLAN VIEW SCALE: 1"=50' NORTH g� 4920 II� _... _ gS r0 + o o0 o PM STA-12+5p of <> > - + I vl +o PVI ELEV-4909.10 O ON m F o i�o a a A.D. _ -0.88- ____.. i 5 +� o m Iz�r^ K-113.64 _t _0 UW Om V1 UO $ w -4910 8 m 1.1 - - -' van ZV)D= > nF - - - -.--'---- — FQO SHED GRADE 4900 �w XISRNG GRADE fnm LL w O - - - - — __ z JN 4890 RIGHT E%SSTING GR E- LEFT E%I STING GRADE uzFi W(1 B.5 RT OF C/I (21.5'LT OF CA) !x W Q W u) DATUM ELEV __ _ _ __ s _ " 4880.00 - -- vmvmi, no mn vi_Oi.o n rvo �v"i rnrn na mm �i m ,ii n m . 0o po o�o 0o po o ,Oo wmo wm u n ~ m g Se �� $� mg �� e$ $$ $$ $: $� $� �� PB$ $$ $ � $ e a w� �< a< as +v mY •� 14 �� 0+00 1+00 2+00 3+00 410C 5+00 6+00 6+00 7+00 6+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SOUTH THIRD AVENUE PROFILE VIEW CONSTRUCTION NOTES: SCAB, NOTES: 1.)CONTRACTOR TO REMOVE kRESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY. HORZ.: 1"=50' f (DTELEPHONE RISER k PEDESTAL TO BE RELOCATED BY UTILITY OMMER. 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. OPOWER POLES TO BE PROTECTED OR RELOCATED BY THE UTILITY OWNER(MPC). 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. OCABLE TV RISER h PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 4.)ALL RADII SHALL BE 15f1.AT INTERSECTIONS INCLUDING DRIVE APPROACHES. (j)TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. 5.)EXISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO ME BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER SOEXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR, DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES GASTON ENGINEERING & SURVEYING (WATER,POWER,SEWER,T.V.,8:TELEPHONE etc.)MAY NOT BE STRAIGHT LINES OR CONSDLTIK ENGINEERS,LAND SURVEYORS A,SOIL TESTING ©E%ISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED AS INDICATED ON THE PLANS. 211 LAGGERTY LANE(P.O, BOX 861) BY CONTRACTORS. BOZEMAN,MONTANA 50715 -CONTRACTOR TO FIELD VERIFY ALL DEPTHS @ CALL UTILITY COMPANIES BEFORE PH.(406)-686-O6B8 PAY(406)-586-0589 OEXISTING SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED BEFORE EXCAVATION FOR EXACT LOCATIONS, BY CONTRACTOR. 6.)ALL RIGHT OF WAY REFERENCE FROM SECTION UNE. SOUTH ROAD PLAN THIRD AVENUE PROFILE ©INSTALL 50 LF 12-DIA UTILITY CONDUIT W/LOCATION DISC. (12-N-12 CORRUGATED POLYETHYLENE CULVERT SEE 7.)CONTRACTOR SHALL COORDINATE ALL TRIMMING OR REMOVAL OF TREES NECESSARY STA 0+00 TO +00 SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4'-5'DEEP FOR CONSTRUCTION AT LOTS WITH THE LANDOWNER.ALL PLANTS SHALL BE PROTECTED UNLESS SPECIFICALLY INDENTIFIED BY THE ENGINEER FOR TRIMMING OR REMOVAL. RE0-,FD::1_11_n:i-Ii5n93 OELECTMCAL RISER h PEDESTAL TO BE RELOCATED BY UTILITY OWNER, DRAWN BY CTD pq 7E ® 1-6-J6 cr.c-xs r ENGINEER. CONTRACTOR TO COORDINATE MA1H PROPERTY OWNER FOR RELOCATION OF FENCE AS CONSTRUCTED EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION TO PROPERTY LINE. O. CHECKED BY. DRAWNG NO.: 94-511EIASB X8 NO- 94-311 SHEET 1 4 F o �gftla� x �w z W uw WO ? ��oW y' Oo � x=_ dw P— NW 7 W_J; Oa ZADDITION pn JW t-W z _ W 5 LL�O S MIA ;~o ff IIU - I aC - z- � "3 H F ..F F� U� z� Uly~j - R1 =U F x - 7 n V1 a u�Ir1w Li W u<i i o S� ~_ ^R 1 5 � �cn _ �, _�- �.-vilw......- -'-_•- p 1 .., w uti 2 'f u7!• •�"i� IF � - wa 1 8 amoMM 16 00 - +� 17 18 90 - _ y - 20v�0 - _21+00 _ - - ;i+00 + _ _ 2 29+00 �_ �SO-. - T - 31 SO-UTH1 IIRD A + I — t — t r' t— -` t--Y Tol I nl Fws �-wa t u 1WB ��FF �� � a a'�F�w �' - � SY &ijOz � � ���� \\`\� � h� _ 1 B�X� <�� a 1O - Z a a 0 I o «^ Zs ggzz R F0{v�W �w - u 0 3 h w� — oa iT I � ' wF �Fsu '7 I, o, I f'.! � 3t.. �z °� zucisk' � E1il<C a 5a biz- z yO � u IS u ' M�Z ; lL, �z u a rc 'n „ u� ff STA 26+50 F uo < - STA 17+00 'x U STATION LINE - < z STA 31+50 STA 17 LINE $' �ro 13.25'EAST OF SECTION LINE "' ��S� '' STATION LINE 7.0'EAST OF SECTION LINE <Za �� (CROWN OF ROAD 1.5'WEST ��awp 13.65'EAST OF SFC 710N LINE OF STATION RNA,5'WEST<=s<� SOUTH THIRD AVENUE PLAN VIEW O� OF$TA„GN LINE, o Ww OF STA GF ROADUNL) 15 Wtisl v ^ W� mz<w of stAnoN LINL1 SCALE: 1"=50' g ff O F F O NORTH x F� PVT STA-31+00 PN FI_FV a 4a3Q 4!I I A.D. 1.10 I I I I I 4y, `o I I I I I IwJJ _ q1p1I� w. q I I � II I I I I . ___� �?4n oIm � :c •� 'lF d�". A II � .. .`��.� __.�. I W d'IN STA n 17+ S.IIR RVI STA- 27+00 cn u w 404o r+- hw u v�1 VI A.D.♦0.76 I I I �w w C,4A0•�� 093�V alu Iw II 'sTi — IF%ISTINC ORADF�nwuc U �zIS • g L'T EXIc ING GRADE - P IS + kv ^ (2b'LT OC/L) W I RIGHT EXISTING GRADE <I. 1 (1.1 RT OFI_.2)w _�- w - J 4910 -i- I t F� w� �I IRATUM&LEY 4D05 Ivcl _ _ inn _ c && .=i Lo oIg � 0 + V♦ +� f+ Vf �♦ T N POD Aln OIP NN mI� NIO� pIP ONP Yq PIO i 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+DO 24+00 25+DO 26+00 27+00 28+00 29+00 30+00 31+00 32+00 I jV IE'rY'SOUTH THIRD AVENUE PROr ILL CONSTRUCTION NOTES: NOTES: SCALE: 1.)CONTRACTOR TO REMOVE 6 RESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY. OTELEPIIONE RISER.3 PEDESTAL TO DC RELOCATCD DY UTILITY OWNER HORZ.: 1"=50' 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. 2 POWER POLES TO BE PROTECTED OR RELOCATED BY THE UTILITY OWNER(MPC). VERT.: 1"=30' �I1I'Y�p 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. 03CABLE TV RISER&PEDESTAL TO BE RELOCATED BY URUTY OWNER 1 �U 4.)ALL RADII SHALL BE 15f1.AT INTERSECTIONS INCLUDING DRIVE APPROACHES. TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. 5-)EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED (DEXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR. ACCORDING TO THE BEST INFORMA71ON AVAILABLE TO THE ENGINEER,THE ENGINEER ROES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION,SERVICE LINES ©EXISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED GASTON ENGINEERING & SURVEYINGI 'WATER,POWER,SEWER,T.V.,ffi TELEPHONE ct-)MAY NOT BE STRA!CHT LINES OP. BY CONTRACTORS. AS INDICATED ON THE PLANS. ../ COlifTULTIN6]CN6V/miH,LNO ERIRp6YOR8 •BOD.T6SITNG C7�E%ISRNG SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED 211, �C—:t �T�V. nz�"p �z�T) ••CONTRACTOR TO FIELD VERIFY ALL DEPTH$&CALL UTILITY COMPANIES BEFORE BY CONTRACTOR. BEFORE EXCAVATION FOR EXACT LOCATIONS. PH. (408)-688-0888 lAZ(Aoe)-bf16 066R GINSTALL 50 LT 12'CIA UTILITY CONDUIT W/LOCATION DISC, I I 6.)ALL RIGHT OF WAY REFERENCE FROM SECTION LINE. (12"N-12 CORRUGATED POLYETHYLENE CULVERT SEE __- SOUTH THIRD AVENUE SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED -5'Occr ROAD FLAN & PROFILE 7.)CONTRACTOR SMALL COORDINATE ALL TRIMMING OR REMOVAL TF TREES NECESSARY FOR CONSTRUCTION AT LOTS WITH THE LANDOWNER.ALL PLANTS SHALL BE PROTECTED OELECTP,IC.".L P.ISEP.Q PEDESTAL TO BE RELOCATED BY UTILITY OWNER,. ""I A + n n mn slsl n!T UNLESS SPECIFICALLY INDENTIFIED BY THE ENGINEER FOR TRIMMING OR REMOVAL. 17 1 ti 1 U t U O 1 U t U�/ I 60 F%ISTIN(-.SIGN TO RF REMOVED OR RFI OCATFD AT THE DIRECTION gllftf(1.. 7_Jq_pp 8)iC0 PROPERRTY LINE DDRDINATE W1TH PROPERTY OWNER FOR RELOCATION OF FENCE `J OF ENGINEER. DRAWN Y. L'7D DA 7E. 1-1T-nl'at�o-lPs�.tze-9e AS CONSTRUCTED R CKED Sr. Y DRATNNG NO. 94-511E2AS8 NO, 4- Il T J 19 � muff aWz LLLLx i Nm apW'o or Ul� off$ obi _ LJ IRE ig Di rn o a8�r 8mi m a) m? �- ,y�QQp <w-o F Q Q Fpw� 0•W W LL W Z K ijr j N W y0 . N C a YEN pZ '!1F O O,) Obi- V w w U 2W W� pi U m �o•w <�sW u CO W FO ernW z p WO O x F <v>f` LL 6 6 WF maa 2Wz ,��tCL F< In - O 91 a hd m F- ^a P Ip Ufa-X U WG r� CI ,oy 10 O f/I CN1 3pZ J - AFa m a'^It EI FG = Z 4 Li C' W S Wiw aOa U x6 A LIw�Yi A 2 ��.y��.,`=`�:.a.,.,l 0 2 3 Li :�: �..��.3`. Z it �0� S"z i '�°' <q 8 4D 2 pU K3 A -SWIMTffiRD'_evgrva AD - .- :�—_ 3JYdS N3d0 m Rv zs�<' \ - MATCH LINE w/ SHEET 14 OF 19 in 2f ) c�5R2N V �i \A L 8rc t�1'4 +alp ffx<' K F I I l J � I �• t �o �0. ,n,1 <�<�zu�v�ia � ..I�M''rc"�Zo I z.llw STA 33+00 �75 p( t Z OF 1'bas?- STATION Y UNE 3 STA 36,00 3 is ff g ��I -bW 0__� 6 I N NOTES: 13.75'EAST Of SECTION LINE i STATION LINE ¢w O w p<�- <� NZ (CROWN OF ROAD 1.5'WEST 14.0'EAST OF SECTION LINE. R%�$�i7'~�a d��� i� j �! �a O OF STATION LINE) NEW CENTER UNE TO BEGIN p� i Fo �z z �a`$ �; 1 TELEPHONE RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. < TRANSITION TO MATCH CENTER z < � w u O LINE aF WACONWHEEL ROAD. F z N 4I.u L�.; 5;x u�i OPoWER POLES TO BE PROTECTED OR RELOCATED BY THE UTILITY OWNER(MPC) rFLL (CROWN Qi ROAD 1.5'WEST k3popo0o�y1 w x(" iHa OF STATION LINE) wmm. marTw�Ulo� ,r,u `•< 03 CABLE TV RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. STAuF STATION+LNE ®TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. L n 45(CR OWN TH O SOUTH OF ROA D 1.5 SEI WESUN T E 05 EXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR. ZZ o �o NFW N OY SIA)ION UNE) ©EXISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED F BY CONTRACTORS- 7OEXISTING SANITARY SEWER MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. 8N2 ®INSTALL 50 LF 12`CIA UTIUTY CONDUIT W/LOCATION DISC. (12'N-12 CORRUGATED POLYETHYLENE CULVERT SEE SOUTHTHIRD AVENUE PLAN VIEW SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4'-5*DEEP OELECTRICAL RISER&PEDESTAL TO BE RELOCATED BY UTILITY OWNER. SCALE: 1"=50' ®EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION NORTH OF ENGINELR. HIGH POINT ELEV=4954.76 HIGH POINT STA-39+97,32 PV1 STA_39+75 PM ELEV=4955.00 Al, __24, N 40.89 CONSTRUCTION NOTES: I = � me o I 1.)CONTRACTOR TO REMOVE&RESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY. O) N H ol 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. 4970 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. 4.)ALL RADII SHALL BE 1511.AT INTERSECTIONS INCLUDING DRIVE APPROACHES, + <o< +N 5.)EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED n iXS;I g w ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER Fl+ DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES 4960 W_ (WATER•POWER.SEWER,T.V.,&TELEPHONE etc.)MAY NOT BE STRAIGHT LINES OR V) W q „m j i > w AS INDICATED ON ME PLANS. w 0.6 ••CONTRACTOR TC FIELD VFRIFY At I DEPTHS&CAI I UTII ITY COMPANIES RFFORF BEFORE EXCAVATION FOR EXACT LOCATIONS. W $w r FINISHED GRADE p _ - Z r 7 w I^w 77 —— �I i 6.)ALL RIGHT OF WAY REFERENCE FROM SECTION UNE. 4950 y tXl IXPG GHAUt- - -_� - - - — - Fig LEFT EXISTING CRADE F 5 �- [_- 7.)CONTRACTOR SHALL COORDINATE ALL TRIMMING OR REMOVAL OF TREES NECESSARY = (21.E 1T OF C/L) u �-`--Y� v'¢ FOR CONSTRUCTION Y I LOTS WITH THE LANDOWNER.ALL PLANTS SHALL BE PROTECTED F - 7TN6 N;RADE 1 BOx — UNLESS SPECIFICALLY IDENTIFIED BY THE ENGINEER FOR TRIMMING OR REMOVAL. t , 3 R)CONTRACTOR TO COORDINATE WITH PROPERTY OWNER FOR RELOCATION OF FENCE I (18.5'FIT OF G/L _ _- � w w '+'�-r y�- W O TO PROPERTY LINE.4940 4u J F- I- i W. Q W DATUM ELEV o o 2 4"PO g" °a �' �^ ;; — GASTON ENGINEERING & SURVEYING v 4� _ m mrn CONIT TN ULTG ENGD[REM,LAND BOBPSYORS t SOIL TSS[ITTG as RIL BAG�LANE (P.O. BOX Wl) BORzI/AN MONTAlU 09713 dl.- PB. (40ef-eee-Oe99/1I(aoe)-eee-oee9 ,SL+W 4.5♦DtI 34+00 35+00 3ti+W 37+00 38,00 39+00 40+00 SOUTH THIRD AVENUE ROAD PLAN & PROFILE SOUTH THIRD AVENUE PROFILE VIEW STA 32+00 TO 40+50 REVISED" 7-l6-99 SCALE: DRANNV Br ciu D.17E: eR AS CONSTRUCTED T/ERT.: 1.: �•=10' DRAWI NO: 94-571E1AS6 N 94-511 T / 1 i b` FS / THMATCH LINE w/ SHEET 15 OF 1 o o i«o \t 97RAIL MARKERS TO BE REMOVED BY OWNER(TYPICAL) Wp ILL) \lz Z EXISTING SIGNS TO BE REMOVED N oowm 12 X �v INSTALL PAVEMENT MARKING 60 LF_ (SEE DETAIL SHEET 9 OF 19) LJ _ IAIEffi7Ple"LJ ulr l Z 3 4 S 9 k R .+ P Rtm I PHA89 1 V ti x vv� C)I s U r. a C3U. I� Q I 2 10 i J rXAXXXXXn �_ }+p x0 OPEN SPACE •INSTALL 80 LF OF 12•N10E BOULEVARD wm (SEE DETAIL SHEET 9 OF 19) +✓ {�' 'r 'XfYfX 4s'A/XI _ / 50'RAILROAD R/W OPEN SPACE it _ ...., -•'�'^ • ••"' ,".�! 5 !� INSTALL KEEP RIGHT SIGN IN Wes,• �' �� .�.-.nr--. T EXISTING TREES CITY OF BOZEMAN STANDARD LOCATION TO BE REMOVED STREET MONUMENT INSTALL ROAD DIRECTION CHANGES i� r�► • J WARNING SIGN IN CITY OF BOZEMAN STANDARD LOCATION. Ak rl +' _ X —� 777 'Z INSTALL ROAD DIRECTION CHANGES - _ _ 2X.vIB A ' 4rIX C?'; r?�rn� II I ,,,, A � STANDARD GN IN C ZEMAN / F� WARNING SIGN IN CITY Of BO4 ;STA 41+00 ^ p NSTATION LINE 'us4.5'SO1TH OF SECTION LINE 4 S �2 X�.H<�„ Y�I`����IL / W pE,l S w o BLOC7C 7 o Z CROWN Di ROAD IT NL' 10 2 p� 39 < 4- STA Z(OSIAIION LINE) 1 jALD1 r�Dl7Zp sN10 PHA�� 1 R �rcU F 41+00 TO STA 45+00 SIDE SLOPE ON NORTH SIDE SHALL BE 4:1 FOR 7'THEN 3:1 TO CATCH POINT 8 ; � 'F� �0 1 wm� ;� � '�Fo NOTES I STA 52+50 STATION LINE u OTELEPHONE RISER&PEDESTAL TO BE RELOCATED BY OWNER. N i o F wm < 4.5'SOUTH OF SECTIONN LINETH x r a ammo u (CROWN OF ROAD 1.5 OR OPOWER POLES TO BE RELOCATED BY THE OWNER(MPC). O w i F x F F F w N OF STATION LINE) iyj Oi O$CABLE TV RISER&PEDESTAL TO BE RELOCATED BY OWNER. w F x N J h 25 i p� i U &o oo ®TELEPHONE MANHOLE GRADE TO ADJUSTED BY CONTRACTOR. Laa Pm �j z m p u 05 EXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR, ©EXISTING STORM SEWER MANHOLE GRADE 70 BE ADJUSTED BY CONTRACTORS SOUTH THIRD AVENUE TOPO PLAN VIEW Q�iia� ? E%ISTING SANITARY SEVER MANHOLE GRADE TO BE ADJUSTED n�+� BY CONTRACTOR. SCALE: 1"=50' N< 3 NORT ®INSTALL 50 LF 12-CIA UTILITY CONDUIT W/LOCATION DISC, (12"N-12 CORRUGATED POLYETHYLENE CULVERT SEE SPECIFICATION FOR DETAILS) OELECTRICAL RISER&PEDESTAL TO BE RELOCATED BY OWNER. r (gEXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION w OF ENGINEER. 3 rc J O .. M F _ _wo — x" 491E W Q W LOW POINT EL�V- 4952.98 Lj LOW POINT STIA- 43+12.86 - Q Li o N w d w RIGHT EXISTING GRADE X u ^w N <x o♦ PVI STA..0 43+-OO U �x _._12tW RT OF CA) < +N w w n a VI,4 PVI ELEV�4952,80 4960 _ `'w A.D-4 1-OB +r + X <> LEFT E7114TING GRADE ♦r ra 02.86 a T" r Ny (181 LT OF CA) U - < ]d 'A w FINISHED GRADE m m s a EXISTING GRADE--, 1.00 w 4950 DA77/A(ELZV 4940,00 Z.8. '�rcmi o� h ANp P Nr N�i ♦♦ T Trr 41+01, 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+DO CONSTRUCTION NOTES: SOUTH THIRD AVENUE TOPO PROFILE VIEW 1.)CONTRACTOR TO REMOVE&RESET/RELOCATE EXISTING_:TFEEI 'SIGNS AS NECESSARY. SCALE HURL.: 1"=50' 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. VERT, 1"=10' 'fl��i/yam 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. 4.)ALL RADII SHALL BE 15Tt,AT INTERSECTIONS INCLUDING DRIVE APPROACHES, 5.)EXISTING UNOERfXNWND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES (WATER.POWER,SEWER,T.V..&TELEPHONE etc.)MAY NOT BE STRAIGHT LINES OR AS INDCATED ON THE PLANS. GASTON ENGINEERING & SURVEYING CONSULTING Q;GMIDNB, LAND UURVSYORS&Boa 72W MG "CONTRACTOR TO FIELD VERIFY ALL DEPTHS&CALL UTILITY COMPANIES BEFORE BII HIAN MORRrY LAM(P.O.BOX 061) B02BMAN fim- A 8 16 BEFORE EXCAVATION FOR EXACT LOCATIONS. PH. (406{-6BB-ODBB 1AI(406)-6BD-ODBD 6.)ALL RIGHT OF WAY REFERENCE FROM SECTION LINE. SOUTH THIRD AVENUE 7.)CONTRACTOR SHALL T LOTS WITH ALL TRIMMING ER REMOVAL PLANTS TREES L NECESSARY ROAD PLAN & PROFILE FOR CONSTRUCTION AT LOTS WITH THE LANDOWNER ALL PLANTS SHALL BE PROTECTED 1 UNLESS SPECIFICALLY INDENTIFIED BY THE ENGINEER FOR TRIMMING OR REMOVAL. A 40+ ( + 8.)CONTRACTOR TO COORDINATE WITH PROPERTY OWNER FOR RELOCATION OF FENCE REVISED:: TO PROPERTY LINE AMN r. L1(_, GATE: J 6 AS CONSTRUCTED CHECKEDBN -t! ARIN �.: 94-S,JE4ASB 4->N 1 SHEET 14 OF 1 Wp3L� z Z p W ISRA BARIQ 7NOISMALI z W n11iJ I NJO79 o� t $ o S 'Eim cq.q4 ~ Im 7 e l y _ T pF30 I W� _ F in 0 ,- Z r I _j Z � v s9+.00 fio SOUTH AVENUE . c _. n=A "+•� 1 -9 + 0 62+g0 63+•00 6 FSiOO 68+00 67r00 , 88*00 — — _ __ _ - _— - _. 8 Y - \.. — 12 LNG LANE 5 kW 65 LF& n 5 6 Z b p j U STA 56+00 SILLAIvI _oo Y STATION LINE btu ,y om i 7.5•EAST OF SECTION LINE xm (CROWN OF STATION LINE) Z S S1A 6'J+UU W U mVj. gp�I < X P ROAD IS 15' ew^ 3 OdSG 75'FAST OF SECTION IINF (O STATION LINE (n < <$n� a (CROWN OF ROAD 151.5' Z z� EAST OF STATION LINE) a Z W i< <�n O zi <�;w SOUTH THIRD AVENUE PLAN VIEW _x _< n x o<4 �W_ �N= - m N� pz SCALE: 1"=50' ¢ +N + a NORTH e z e ~ V) u Ld w 0 0 W LJ a � -- - j -I 5000 La -- I u xo - —a �W W >m i � f .t ---- -- -�- N c� 4980 FINISHED GRADE u u RIGf1TS€ISTIN C GRADE 21 LT C L > � L f 118.4kXIS LING GHAUL ns I I 9970 EXISTING GRADE OF 1.47% <W Ld 4960 _.. _. III W H DATUM ELEV �jl< x 4955,00 N c TT mP as iP c,ra Y°„m' rnm 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+150 65+DO 66+00 67+00 68+00 69+00 70+01, SOUTH THIRD AVENUE PROFILE VIEW SCALE: CONSTRUCTION NOTES: NOTES: VER.*: 1"=50' 1.)CONTRACTOR TO REMOVE k RESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY, 01TELEPHONE RISER h PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. OZ POWER POLES TO BE PROTECTED OR RELOCATED BY THE UTILITY OWNER(MPG). 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. OCABLE TV RISER k PEDESTAL TO BE RELOCATED BY UTILITY OWNER. 4.)ALL RADII SHAH Or 15R, AT INTFRSFCTICNS INCLUDING DRIVE APPROACIIFS. ®TELEPHONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. 5.)EXISTING UNDERGROUND INSTALLATIONS N!PRIVATE UTILITIES SHOWN ARE INDICATED OEXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR GASTON ENGINEERING & SURVEYING ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENpNEER.THE ENGINEER GASTTTNG YNCIN N END eT77tYiYORB k V YIN G DOES NOT GUARANTEE THE ACCURACY OF SUCH(!FORMATION.SERNCE LINES ©EXISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED Yll B10C��7'Y ENi(P.O.BOX BA1) (WATER,POWER,SEWER,T.V.,k TELEPHONE etc.)MAY NOT BE STRAIGHT LINES OR BY CONTRACTORS. 211 EAN. t`ry AAA 8 18 AS INDICATED ON THE PLANS. PH (408)-888-0888 FAX(408)-688-oeao By CO G SANITARY SEVER MANHOLE GRADE TO BE ADJUSTED "CONTRACTOR TO FIELD VERIFY ALL DEPTHS k CALL UTILITY COMPANIES BEFORE BY CONTRACTOR. BEFORE SOUTH THIRD AVENUE EXCAVATION FOR EXACT LOCATION'; ROAD PLAN & PROFILE (DIN TALL 50 O 1U DIE UTILITY CONDUIT W/LOCATION DISC. 6.)ALL RIGHT OF WAY REFERENCE FROM SECTION LINE. (12'N-12 CORRUGATED POLYETHYLENE CULVERT SEE SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4'-5'DEEP STA +0 + 7.)CONTRACTOR SHALL COORDINATE ALL TRIMMING OR REMOVAL OF TREES NECESSARY RfN$ED:: 7-16- UNL SS SPECIFICALLY UCNUN At LUVDEN WITH Y E ENGINEER LN.ALL F'UNIS SHALL Eb1tM PRUVAL TECTEU (5)ELECTRICAL RISER h PEDESTAL TO BE RELOCATED BY UTILITY OWNER. AMN Y. DA UNLESS SPECIFICALLY INDENTIFIEO BY THE ENgNEER FOR TRIMMING OR REMOVAL. ®EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION 8.)CONTRACTOR TO COORDINATE NTH PROPERTY OWNER FOR RELOCATION OF FENCE OF ENGINEER. AS CONSTRUCTED CHECKED BY .M- ➢RACING NO.: 9f-SllES-ASB TO PROPERTY LINE. 9e-5i1 T rk l9 11 Q Z1TUWJN 2 <p�~p MO p4d iuP WO 3 x GA i i Na-F p4c�? U Lu ~ J n rj W aW O . < r)1 Lv Nw3 A, �p �•4 < V _ F 2 R'i rY' I.LN�y,2 --1_ WIDE ENTER TURN7L4W _- /1 F00— 7J+00 • /4{W —12�WIOE CENTER N LANE •76+iK�AVENUE- _ - - _.. r NE - - - _ _ _ _ d+u0 701,- N 81+00 82+00 83+00 84+00 -854'00 I e5t3^.c. • .�.�.. 12 W1DE.LENTEB_TU --..— a _A1gT�1N —. — . —.—.— .— .— .—.—.—.—.—. — . — . — . — . —.— . _ . —. - -•—•—•— C.n.�. NO. 487 3 0 W g - `STA 70+00 a STATION LINE n u� I �NBhL) O. ,y,ylI mup i < W 7.5'EAST OF SECTION LINE o >c mE o�R pi - (CROWN OF ROAD IS t 5' �Pu WN m rc Z CAST OF STATION LINE YSm o - �"^ �p;I <O awb �H ONE NOTES: < _ $�U M� CONSTRUCTION NOTES: z< • aza:nz up0 N a 1.)CONTRACTOR TO REMOVE&RESET/RELOCATE EXISTING STREET SIGNS AS NECESSARY, oz o 3 u oz iaz pro V�nu N? zw z,ri 1-'/. 6 01TELEPHONE RISER h PEDESTAL TO BE RELOCATED BY UTILITY OWNER. F� sN <�� a 3� jaNZ 3N �Z Z V,;NgH A � J� w=< -o m 2.)CONTRACTOR TO ADJUST WATER VALVE BOXES TO GRADE. pHF 3 0 OPOWER POLES TO BE PROTECTED OR RELOCATED BY THE UTILITY OWNER(MPC). Wi< �� w rvlr m z� Fruw a4 3.)CONTRACTOR TO ADJUST MANHOLES TO GRADE. (DCABLE TV RISER 6 PEDESTAL TO BE RELOCATED By OWNER. 4 rVr4 +z =r�" Neu jr 5" ✓,z W V)� 0 4.)ALL RADII SHALL BE 15f1.AT INTERSECTIONS INCLUDING DRIVE APPROACHES. _ ®TELEFIIONE MANHOLE GRADE TO BE ADJUSTED BY CONTRACTOR. �i s _ �.?: ,. rc z; ,o ib Y 5.)EXISTING UNDERGROUND INSTALLATIONS @ PRIVATE UTILITIES SHOWN ARE INDICATED u Q5 EXISTING WATER VALVE BOX GRADE TO BE ADJUSTED BY CONTRACTOR. �u w(� ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER �? SOUTH THIRD AVENUE PLAN VIEW 2 DOES NOT GUARANIES THE ACCURACY O SUCH INFORMATION.SERAIL LINES O ©EXISTING STORM SEWER MANHOLE GRADE TO BE ADJUSTED N (WATER,POMER,SEWER,T.V.,h TELEPHONE etc,)MAY NOT BE STRAIGHT LINES OR lzm BY CONTRACTORS. AS INDICATED ON THE PLANS. O LXIS IIN(;$ANIIART SEIkR MAHHVLL GHAUL IV BE AUJUSILU SCALE: 1"=50' ••CONTRACTOR TO FIELD VERIFY ALL DEPTHS k CALL UTILITY COMPANIES BEFORE BY CONTRACTOR. NORTH BEFORE E%CAVATON FOR EXACT LOCATIONS. ®INSTALL 50 LF 12•DIA UTILITY CONDUIT W/LOCATION DISC. 6.)ALL RIGHT OF WAY REFERENCE FROM SECTION LINE. (12"N-12 CORRUGATED POLYETHYLENE CULVERT SEE SPECIFICATION FOR DETAILS)CONDUIT TO BE INSTALLED 4'-5•DEEP 7.)CONTRACTOR SHALL COORDINATE ALL TRIMMING OR REMOVAL OF TREES NECESSARY FOR CONSTRUCTION AT LOTS WITH THE LANDOWNER.ALL PLANTS SHALL BE PROTECTED OELECTRICAL RISER k PEDESTAL TO BE RELOCATED BY UTILITY OWNER. UNLESS SPECIFICALLY INDENTIFIED BY THE ENGINEER FOR TRIMMING OR REMOVAL ®EXISTING SIGN TO BE REMOVED OR RELOCATED AT THE DIRECTION 8.)CONTRACTOR TO COORDINATE WITH PROPERTY OWNER FOR RELOCATION OF FENCE OF ENGINEER TO PROPERTY LINE. --- T 1- as 5020 W LLO. _.. .... _...._ FTTT -_. ! ! ------ ----- --�._...- J N u y ZIn ....................... �o +o 1;. __ .--...... - f I ,o Li - u OF C/L r LIT ING OR EXISTING GRADE <w 50t0 ma W y. _.. L y `E FINISHED OP.AO' ( it 21.5• T OF C L)E E j It NfJ yl�l -- ----4990 ........... ..__.. --- --- -------------------- _ I< 49SO DAft/Y 5l8Y I97110D .?.ppn gry rDD aopp ^� v+ oo, ne o= eoo v�i Ong no vV'in vpi vn a mu v Q�mj� �88n m"' p+ •}Q(Op u°i q0, Omi Omi Omi+ OmieOmiT O,P OWN O,Y V1 �O� q0 pq m OAP TOE YIN V1 NYC pe Np ,j J, p Ye Ve re <Y ♦ YM Ve N 70+DO 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+DO 80+00 81+00 82+00 83+00 84+00 SS+GO SOUTH THIRD AVENUE PROFILE VIEW 8'YELLOW LINE SCALE: 1"=50' B•YELLOW LINE - HORZ.: 1"=50, VERT.: 1"=10' EDGE 4"YELLOW 'YELLOW ONE 8'YELLOW 4" YELLOW 8.�'AH TE PAVEMENT LIN 8•LWHITE INE 24•YELLOW 8` YFLI ow 24"YELLOW - - LINE LINE(TAPE) -4"YELLOW LINE LINE(TAPE) DASHED LINE LINE PLANT LINE PAINT 5'BIKE LANE 5'BIKE LANE I \ \ IY WIOF DRIVING.I ANF 17'WIDF DRIVING I ANF .. _ - L .. �L11 12 WIDE CENTER TURN LANE � � � 12'WIDE CENTER TURN LANE ry -- -- 12 WIDE DRIVING LANE 12'WIDE DRIVING LANE -- - - - _ GASTON ENGINEERING & SURVEYING ..-. -. ,_._.- -- ..--_... - CONBLLTING XNGDNXt . L BDRPXYOBB 4 BOIL 7TibTfllG .._._...... _ -- -_— 1 _ _ _� / - ---- E 1 iRAGO�7'T IJNZ f4.0.BOX Bel)BINS LANE _..- - PILDOMILLN(06 Yw- a1 BfKE LANE __ PB.(WOef-bee 008e FAX(�Oe) bee 9 -- -- N L ----- ---- 6'PEDESTRIAN LANE 6'PEDESTRIAN LANE \ 8•WHITE 4" VTE `$TA 87+46.75 BEGIN 8•WNIIE 4• WHITE EDGE OF $TA 78+44.6 BEGIN LINE LINE SOUTH THIRD AVENUE PAVEMENT DEFLECTION LING LINE PAVEMENI PAVEMENT DEFLECTION STA 80+44.6 END PAVEMENT DEFLECTION ROAD PLAN & PROFILE SIA 69+31.75 END STA 70+00 TO 85+60 PAVEMENT DEFLECTION CENTER TURN LANE TYPICAL PAVEMENT MARKING DETAIL DATED 7-16-99 �v RAMN Y.� CTD qT: �-���6�'� SCALE: NTS AS CONSTRUCTED CHECKED BY, M DRAIMNG NO: 96-511E6-ASB 4- // J ¢ Z 7 Z a 0. S PIN DOWN CURB 10 tlL PAIN IEU YELLOW / >_ 12"Of 1"MINUS BASE COURSE L I u'r � 4'OF ASPHALT o 27. vARIAB�SL�£ - x'kl..` SLetkt' OPE 4,1 SLOPE 5' 12'DRIVING LANE 12'DRIVING LANE 5L N PEDESTRIAN ` VARIABLE��E 42.0'r LANE GEOTEXPLE FABRIC TO BE PLACED AT DIRECTION OF ENGINEER) 8.Y 1 0'GRAVEL 40'PAVED SURFACE 1.0'GRAVEL SHOULDER SHOULDER TRAFFIC CONTROL BWLEVRD, USE PIN DOWN CURB AS PER VARIABLE T STANDARD. VARIABLE LIEOCONSTRUCTION PAPER Y / DISTANCE DISTANCE UWTH ASPHALT. RD h FILL YY VARIABLE DISTANCE 2'-O-r CATY OF TYPICAL ROAD SECTION ,/ 'BOZE AN TAND RDLL STOP SIGNNLOCATION SCALE NTS (INDICATE 3-WAY STOP) ROAD SURFACE TRAFFIC CONTROL BOULEVARD LOCATED AT 1'MINIMUIM COVERTHE INTERSECTION OF SOUTH THIRD AVENUE, V MINIMUM COVER 4NIMOM COVER\--- GRAF STREET & WAGONWHEEL ROAD SCALE N1`: DITCH BOTTOM DITCH BOTTOM - CMF(SIZE VARIES)MINIMUM SLOPE OF O.Sf. TYPICAL CULVERT CROSSING CONTRACTOR TO INSTALL 7'TALL U CHANNEL DELINEATOR POST TO PLACED AT 200' 1' INTERVALS ALONG BOTH SIDES OF SOUTH THIRD AVENUE AND GRAF STREET FROM STA 5+00 TO STA 85+00.DELINEATOR POST SHALL BE 1A2 Iba/N.GALVANIZED STEEL AND SHALL HAVE Z HIGH INTENSITY WHITE REFLECTORS(4--4 HI-4W; 12'DRIVING LANE 12'DRIVING LANE Y w 1 15 ffi5 -wQ 4"WHITE DIAMOND 1'WHITE DIAMOND TO MARK BIKE LANE TO MARK BIKE LANE TO BE PLACED IMMEDIATELY TO BE PLACED IMMEDIATLY AFTER ALL INTERSECTIONS AFTER ALL INTERSE k AT 500'INTERVALS I = AT 5p0'IN TERVAlCSTIONS RIIMBIE STRIPS 7-i 1 2INIF (SEE LDETAI SN THIS SHEET) t• 1'CENTEF 1 --... TO CENTER l F-1 EDGE OF LANE STRIP I EDGE OF PAVEMENT�� 8"WHITE LINE J � EDGE OF PAVEMENT / a ~ 4'YELLOW LINE 'J ` 4 YELLOW LINE 7"1';� r--� �o 1/?'MIN. UIS 12 RAD MAX. I 25 I � 0.5' z S Z U 3/4'MAX. ,:NE / l 4"WRITE LINE / SECCTION A-A SCALE: NTS TYPICAL PAVEMENT MARKING B"WHITE LINE / n � � SCALE'. NTS GE ED OF PAVEMENT 4..NF WHITE NCit/ V B i ■n��■ ee�e�n RUMBLE STRIP ';)MHL! TYPICAL MILLED RUMBLE STRIP 1/2'MIN. 3/4'MAX. SHOULDER INSTALLATION SECCTION B-B TYPICAL INTERSECTION DETAIL GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS,LAND SURVEYORS A SOIL TESTING SCALE' NTS SCALE'. NTS SCALE NTS 211 HAGGFRTY IANF(P.O. BOX 881) BOZEMAN.MONTANA 59715 PH.(406)-586-0588 FAX(406)-588-0504 TYPICAL MILLED RUMBLE STRIP DETAILS SOUTH THIRD AVENUE SCALE NTS DETAIL SHEET REVISED 7-16r99y DRAWN 6'r -TD DA 7E 5-19-96 AS CONSTRUCTED CHECKED 0 K MG ORAW AIG NO.: 945110 n ASB N $ri-T 17 19 i 4964 Sute o. 4964 rc � 5012 jl rcl � 5012 4960 -_ �: 49b0 5008 5008 x 1 - - 4956 4956 4952 _ _ I 4952 mow: 5w3 4948 5000 5000 4918 4944 4996 I --- - 4996 4944 i n g I 4992 4940 4940 -- 4988 4988 .r.r h N a v -70 60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -50 -40 -30 -20 -10 0 10 20 30 w 50 60 STATION 42+00 STATION 84+00 NOTE: CENTER LINE I NOTE: CENTER LINE (�) EQUAL STATION LINE (�) EQUAL STATION LINE II 4960 4j. ;p! 4960 4996 '..-- --. 3 4996 rc rc l ¢ 3 1!1! aYSo � � sl 4415e 4YYL a( {YYL 4952 I nl 4952 4980 n I I �' 4988 4948 4948 4984 - - _ -.-49" 45:: i ---_.. I 4944 4980 I --.- � 4980 4940 -- 4940 4976 - -- 4976 4972 1 1936 49 r.__. 4972 I .__ _ -a.� I 36 - � u o 4932 v a 4932 4968 + f -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 Oa 10 20 30 40 50 60 96d STATION 36+00 NOTE: CENTER LINE (J) EQUAL STATION LINE STATION 70+00 NOTE: CENTER LINE (V) EQUAL STATION LINE 4944 3I 3I 4944 4980 - ' 4980 o.494 tt 4940 4976 _ ---------- - 0 � dl _ c 4976_ 4936 � � - - rl 4936 4972 �- '-- I � 4972 4Y 31 4YSL 49" - _ J 4_ -' i ' —_-- 9611 4928 - _ - _ _ ( 4928 4964 T 1 L 4964 4924 I I 4924 4,60 - I II I 4980 4920 I n o I 4920 4956 wIg I 4956 4976 4916 4952 f III+ ' ! 4952 -60 -50 -40 -30 -20 STATION 0 2 4+00 STATION 57+00 10 10 20 30 40 50 60 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 NOTE: CENTER LINE (�) EQUAL STATION LINE NOTE: CENTER LINE (J) EQUAL STATION LINE 4912 .......... 4908 O� I 4972 4908 4968 6. 4968 4904 �' 4904 4964 _j1}. — 49f.4 4900 - f I 4900 4960 vl x� _.--.... 4960 4896 _... - - I I 4896 4956 _ 1 4956 4892 - - ---. I I 4892 4952 4952 4880 - 48M 4948 - 4948 4884 __ __-_-._ -_—_...._+ I '�1 I 4884 4944 I I 4944 I n w m m a w : I 4880 �0 4940 I << 4940 80 -10 60 -Sv -4v -30 -211 -10 010 20 ----_JO 405 I40 _Y, -20 -10 0 i0 20 30 I 40 50 60 70 80 STATION 7+00 NOTE: CENTER LINE EQUAL STATON LINE STATION 49+00 NOTE: CENTER LINE EQUAL STATION LINE SCALE: C014S0u G Q46I7)Ieb, u SURWYOUS•SOIL'4•R7'I40 GASTON ENGINEERING & SURVEYING ell H�o0IX1'Y LANz V.o.Box ael) HORZ.: 1"=I0' PR.�f-ae°e e e FAX(40a>-See-oae9 VERT.: 1"=10' SOUTH THIRD AVENUE TYPICAL CROSS SECTIONS ` REw$EO-- .5-19-97, 7-16-99 OA 7E 5-14-96 A5 CONSTRUCTED OHECKEO BY M ORAWNO NO. 94511AIJ-A,SB N✓._ 94-5, ,SN[EF "9 15 ii S I 9 ' 3 4 BLOCK 1 10 LF 2 " CMP/PETS INSTALL NEW FIRE HYDRANT. I war s BOTH SIQES CONTRACTOR TO INSULATE HYDRANT _ s/'•' I LEAD WHERE 6.5'OF COVER IS -- NOT OBTAINABLE. FILM 147 PAGE 3280 � � se— OPEN SPACE 11 L — — — — — — — — PHILIP E.8 DONNA M.ONEIL OPEN SPACE— OPEN SPACE t GRAF STREET _ .2.00 �+a oo_ ... •«+ro Tqo- -- _ ___4-_ GRAF _ .t F— __. N N ill OFF.n 45' SPECIFICATIONS OT>=cno .SPE IF C A IO NS 1 .ITE�R • I Limits fna, ucoeoksa fm e a ,eaipment storage.material IT i storage,and conirt n wh -an Ill me hensnot 60'R, 2 I G / / ameaT l °� I '=.> 1 \ 2. MATERIALS, ect 10 9 B 4 I All to lau used to complete this prot shall conform to the specifications detailed m the I o/ appropriate sections of the MPW Standard Specification.(Third Edition 1988 and Addendum/ I I 8-1-91)and the City of Bozeman Modifications to MPW Standard Specifications(Third I Edition 1988 and Addendum B-1-94). BLOCK 5 If I I 3. GROUNDWATERnc .co 1 � ; Groundwater may Dee ounterea during a wlion. Removal of groundwater shall be in full ?• 1 IHsrAu:4 auTTz•nr vrivc. coxsFm To oosTNc z4'.a'lET compliance with MPW Specifications.Section 02221.04(G)'Dewotimng'. This item will nol NSTALL 24'a1.071 T vAlVe IK o_—TD>Ro 2T De paid ae a separate Item.but.mall DC considered a Dart of MO pipe installation. A[aTRAar VALVE To- gr ALVE_Antic Nu anr8Alaw NUT ro rViaR�HsoE ar vALscT T r 4. PIPE BEDDING, 60'R/W 8 MORlIL9a v�� ! Pipe bedding shall conform to MPW Seecifications,Section 02221 and particular Section GR�,-�'RQ6.1,5 - 02221.05(Bx1)-Type 1 Pipe Beall and 02221.05(BX2) Type II Pipe Bedding as .I amended by City of Bozeman Mod!Bcat{ons. Bo fill shall conform to MPW Section 02221 and in particulor$ettlon 02221.05(C)(2)'Type A Trench Boot fill'a mended by City of --•T Bozeman Modifications. Note also Standard Drawing No.02221-1 contained in this t I document. Thaall items will not be Dail as separate Items but will be considered a port of the pipe installation. 5. WATER MAIN, GRAF STREET WATER MAIN EXTENSION PLAN VIEW Th•of B zstan. odD9s and.,hen appMrt MPW S normally i used do water027 .apply and dill Ion systems shall comply fully with MPW Speciflcatlons Section 0271J as emended by City of Bozeman Modifications. SCALE: 1"=50' This item.mall consist of furnishing and installing pipe and fittings,construction of thrust bilinq,testing,a cleaning and disinfection of moins and other related work. NORTH Water mama and services shall ham a minimum of 6.5'earth cover over the pip.. 4980 5_ CONnIT TO EXISTING WATER MAINS, This Item shall comply fully with MPW Specifi.atlons Section 02713.06(c)as amended by the Ld City of Bozeman Modifications. U This item will include all equipment,labor,e.camtion,materials and ell incidentals necessary N> to complete this item fully. 4970 z 7. WATER VALVES. This item shall comply fully with MPW Specifications Section 02718 as amended by City of MAINTAIN A MINIMUM U b Bozeman Modifications. It 9holl Include excavation.backfill,and special rcompactlon required EXISTING 24'CMP CULVERT r' for the installation.Mrust and anchor Dlockinq.and ell other work necessary or incI it for APPROXIMATE INV ELEV.-46.9 OF 18 OF VERTICAL completion or the item. 4960 MATCH EXISTING COVER SEPARATION. }wr INSULATE 10'BOTH 30" OF w 8. TRENCH EXCAVATION AND BACKFiLL, SIDES OF CROSSING VERTICAL FINISH GRADE MATCH EXISTING COVER m U Trench excamtbn snag conform to MPW Specification Section 02221 as amended by City of Bozeman Modifications_ Trench bockfill shall conform to MPW Specifications Section 02221 and In particular Section INSULATIONIO' ON BOTH 02221.05(C)(2)'Type A Trench Bockfill'as amended by City of Bozeman Modifications. SIDES OF CROSSING EXISTING GRADE E%ISTING 24'DIP WATER MAIN _ 9. c�N FANIN AND DIcINF TINGWATER MAIN 629 LF OF 24"CL 52 DIP WATER MAIN Tearing,cleaning and disinfecting water m valves and fittings shall be in accordance with 0 MPW Speciflcotions,Section 02713,07 as amended by City of Bozemon Modifications. ~_ : o ; 10. FIRE HYDRANT 494[, Z Fire H onl Ennlb shall De 7,0 ft.bur Contractor to insulate Fire H ydr y y. Hydrant Lead where < _ p 6.S fit.of cover Is not obtainable. Fd.18 CONSTRUCTION NOTES z 4910 a t�m-16 1� ` 1.Contractor shall field verify actual depth and location of connection points to eA ing mains kJNU prior to commencing construction of the water main- ,w ; aFO + - 2.Cantractw to maintain 6.5 R cover from finish grade over crown of pipe in all locations. 3.Butterfly valves.mall be set such that the operating nuts are to the north aide. Valeta.hall be F z o restrained to the e.isting tee.. ZS SS Wy Son ii��II {Ton F N A tI` w K ~ N 4YI(I i IT in Z IT i Q I W N 1 x x wZ 2 U G pp FZ h h o ean� GASTON ENGINEERING & SURVEYING + m » o u CONBUI.YING Q GQlL6RH.(TEND RIIRYEYnIia A: SOM TTs91'ING m < r o F ♦ 2111 BA(N:1r �.e070 BOZ"I) DATUM E•LEV _ _ m zap IN 4890 00 a1,00 42+00 43+IX) u,4af no 45+00 ao�oo rc Pe-laoef-eee-oeee FAX(see)-58e-oaaa GRAF STREET WATER MAIN EXTENSION GRAF STREET WATER MAIN EXTENSION PROFILE VIEW WATER MAIN PLAN & PROFILE RENSEO:: 9-25-98, 7-16-99 SCALE: _ DA 7E. 4-14-97 HORZ.: 1"=50' VERT.: 1"=10' AS CONSTRUCTED CHECKED BY M DRA KING NO.- 9451141AASS JAB NO.: 94-511 57/E£/ l9 CY' 19 I EXISTING CURB h (� GUTTER TO BE REMOVED III II I' III I EXISTING CURB k ' GUTTER TO BE REMOVED �iI4�;�� SPECIFICATIONS 1. SITE PROTECTION. ICI PROPOSED 8"SDR Limits of construction are noted on the plan.as the easement.. Equipment storage,material PROPOSED 8"SDR �� n storage.and construction work shall remain Inside of the limits noted. III III 35 SEWER MAIN 35 SEWER MAIN I I, I l IJI2. MATERIALS, 0101i 0+49.5 ( 'I 1I1,%_ I All materlofs used to complete this project shall conform to the apeclficotlons detailed In the 30 ft.SAW CUT 'I z pp 30 ft.SAW CUT 1 appropriate sections of the MPW Standard Specifications(Third Edition 1988 and Addendum 11••• EXISTING CURB 4 I'It:�. It'"• EXISTING CURB h ' 3 6-1-91)and the City of Bozeman Modifications to MPW Standard Specifications(Third Edition 988 and Addendum 8-1-94. �, TTER k SIDEWALK I 1 ) III Wv TTER 8 SIDEWALK t.. 0 G+31.5 $REPLACE WITH I ! I5 LIKE REPLACE WITH j LIKE KIND. LIKE KING. ;.� 3. GROUNDWATER. , t` 1 crounewaler may be-countered during excowlion. Remowl of groundwater shall be In full complionce with MPW Specifications.Section 02221.04(G) Dewotering'. This item will not be paid as o separate Item,but shall be comildcil a part of the pipe installation. vRGPosED s'a I III PROPOSED 6" M p PIPE BEDDING. III 51 DIP WATER MAIN '; 51 DIP WATER MAIN ;' -{- ti Pipe bedd'ng Mdl conform to MPW Specification.,Section 02221 and in particular Section 3 EXISTING FIRE HYDRANT 02221.05(8)(1)*Type 1 Pipe Bedding'and 02221.05(B)(2)•Type II Pipe Bedding a I SSS 1 1 TO BE RELOCATED.INSTALL amended by City of Bozeman Modifications. Backfill shall conform to MPW Section 02221 BARRIER POSTS AS PER C.O.B. and In particulor 3 Section 02221.05(C)(2) Tpe A Trench Bockfill•as amended by City of ;•I' 3 1 1 STANDARD DRAWING 002718-5. Bozeman Modifications. Note also Standard Drawing No.02221-1 contained in this ,k EXISTING 10"WATER MAIN I( 1 document. l }P These Itamn will not be paid as separate Items but will be considered a part of the pipe Installation. - I III 4 1 J �' 5. WATER MAIN. F m m I (I 1 I The construction,fittings and other oppurtenances normally used for water supply and distribution llysleme shall comply fully with MPW Specifications Section 02713 as amended by 2 City of Bozeman Modifications. Thin Item Y Mall consist of furnishing and Installing pipe and fittings,construction of thrust WATERMAIN blocking,testing.cleaning and disinfection of mains and other related work. ////A' ••MINIMUM OF 11 fL OF SEPARATION EXTENSION PLAN VIEW Water mains and ser�ces Mall haw a minimum of 6.5'earth cow,own Me pipe. EXISTING 10"SEWER MAIN J OF WATER&SEWER SERVICE(MIN. "MINIMUM I1 fl. F SEPARATION SCALE: 1"=20' / OF 0 SE 0 1 R JT R.)DISTANCE F E VARY DUE EXISTING 0 SEGUE MAIN Of WATER @SEWER SERVICE(MIN. TO RELOCATION OF EXISTING 11 ft. DISTANCE MAY VARY DUE EXISTING 10'WATER MAIN 6. CONNECTION TO EXISTING WATER MAINS. EXISTING 10"WATER MAIN- ) WATER MAIN This item Mall c I tall with MPW .a 70 RELOCATION OF EXISTING NORTH City of Bozeman Modificatone, Specification.Section 02713.06(c)a mended b the Y WATER MAIN SEWER MAIN WATER MAIN to to item will i all equipment,lobo,excaw<ion,maleripla and all incidanlals necessary complete thints item fully. EXTENSION PLAN VIEW OO EXTENSION PLAN VIEW OO 7. WATER VALVES. This item Mall comply fully with MPW Specifications Section 02718 as ended by City of SCALE: 1"=20' SCALE: 1"=20' Bozeman Modifications. It.hall Indorse a tawnan,baakml,one.pedal compaction required for the installation•thrust and anchor blocking,and all other work necesaury or incidental for NORTH NORT11 campletlon of the Item- 8. TRENCH EXCAVATION AND BACKFILL Trench a awtion Mdl conform to MPW Specification Section 02221 as amended by City of 4900 I 4900 - 4900 B..-cmxModification... 'EXISTING GRADE Trench 5back(C)l 2) conform T to MPW Specifications Section City of and in particular Sect)an 02221.05(C)(2)"Tpe A Trench Bockfal"as amended by City of Bozeman Modifications 4895 - 4895 - 4895 EXISTING GRADE FINISH GRADE FINISH GRADE 9. TESTNG. CLEANING AND DISINFECTING WATER MAINS MAINTAIN MINIMUM Testing,cleaning and disinfecting water mains,volves and fillings shall be in accordance with I89l1 4B911 4B90, MPW e a FINISH GRADE EXISTING GRADE -OF 6TA OF COVER Specifications,Section 02713.07 a mended by City of Bozeman Modifications. IBBd� 4885 ----� 4885 6"CL 51 DIP 10. FlRE HYDRANT EXISTING 10"DIP WATER MAIN AIN AIN A MINIMUM WATER MAIN 22.5 LF Fire Hydrant Assembly shall be 7.0 H.bury.Contractor to insulate Fire Hydrant Lead where F 6.5'OF COVER 6'CL 51 DIP 6.5 ft.of cover is not obtainable. 49 5 LF OF 8"SOP 35 WATER MAIN 31.5 LF 'O PVC SEWER MAIN O 0.4X 4880 4880 < u L 3 i 11. SANITARY SEWER MAIN o 1. The construction,fittings and other appurtenances normally used for sanitary sewer m m 4875 4875 4875 -; - ¢- systems shall comply fully with MPW Specifications Section 02722 as amended by the a City of Bozeman Modifications, i m_ k' z z This items shall consist of furnishing and Installing pipe and fittings,leak testing and any 4870 r b i Q m& 4870 3>�i m lB70 ; other related work. u ^ < m •� - �4om 4 �e - p <� T.V.Testing shall comply fully with MPW Specification Section 02722.06(0)as amended m a<u c> N o o by City of Bozeman Modifications. 48 8 3 N n o ur sin °d a m IB83.o i z N 4865 v i v cs ZS �'�< <z r 1 �" o z-'° c o cp s N 1 s f W i m s m i 4I g Q F F z x 12. CONNECTION TO EXISTING SEWER MAIN IBBO g 1 ° q, <Q .` �Vnw 4B80h oo b� 48M - h -s ��m Connection to the exlating manholes Mall conform to MPW Specifications Section 02722.05. ++ 3vv� S 1 z r -� o sue? p war Construction lechnlqu.-Mall be used to owld interruptlo l In sewer service.The Contractor F 3 .-a,m shall construct the inverts,manholes and main to the grade indicated on the plan sheets.The 4B33 >O1 rn yr IBSS -<� pp IB53 z, flow by pass plan and the method fa construction of the new inwrt in the existing manhole i rorj m+ a V' C w=o �m Mall be submitted for review at a pre-construction with The City of Bozeman.The Engineer F s: z< 7jrr U A F and the Contractor. These plans and methods submitted by the Contractor must be approwd wk'o moN i o=c�o z n u i q =.3 9'li w prior to commencing construction octMitiee. 4850 m�A, 5 1701 < 4B50 .. _ 16 IB50 o�omu "a 10" 3 w o IBIS < oi�"may" - 4845+s �F o � 4845- col', + imo R<o=g � ��o ��i ^" ^W CONSTRUCTION NOTES s 4840 4840 - 4840 <`o n 1.Contractor field verify actual depth and location of correction points to existing moina prioror f to commencing construction o/the water main, I835. - I835 - 4835 2.Contractor to maintain 6.5 ft cover from finish grade over crown of pipe in oil locations. 3.Butterfly wlws shall be met such that the operating nuts are to the north side Valws will be restrained to the existing tees. 4" 4830 4830 481 4825 4825 I l 48RO 4820 4820 GASTON ENGINEERING & SURVEYING CONSULTING XNGUMM, LAND SURVEYORS k SOM TROTTING 211 HA0613t7'Y LANK V.O. BOX MI) DATUM"V DATUM&WV DATUM ELEV BOXO[1N MONTANA 5 716 4815.00 0+00 0+50 481500 0400 0+31.5 491500 0+00 0+30 PH. ({0!)-fy86-0885 FAX(AGe)-fysS-Ofy69 CHURCH LOT SEWER MAIN WATER MAIN WATER MAIN ' PATER & SEWER MAIN EXTENSION EXTENSION PROFILE VIEW EXTENSION PROFILE VIEW EXTENSION PROFILE VIEW PROFILE REVISED::5-5-97, 7-16-99 ���� PLAN SCALE: SCALE: SCALE: DRABFV Y.• CID DA 5-19-97 HORZ.: 1"=20' HORZ.: 1"=20' HORZ.: 1"=20' rY K r. N ORAWNG NO.: 9451Iw78-ASS VERT.: 1"=10' VERT.: 1"=10' VERT, 1"=10' AS CONSTRUCTED N 4- 11 T 1