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HomeMy WebLinkAboutN 25th Ave Improvements »oNTA49+ LA, CRAWPoRD RECORD DRAWINGS Ate" 87O9PE _' NORTH 25TH AVENUE IMPROVEMENTS A RYE 4 - -� ` Tf"IA&n�F►x sa Eoura�& cENOSNESRuNC COLAN S�o n�c I I ���UIII111d ZO oQCITY OF BOZEMAN, GALLATIN COUNTY, MONTANA Z Zo_ IEGENS2 a OJ x2a �. R/W R/W CURB & GUTTER li I a 60'-0'• I I �V V INLET & INLET APRON I I SNWLDER/DRNEWAY =___= CULVERT Q I I I ti s ` � w PROFILE GRADE = 2'-0" 15IIW__5%. 1._0�. f I GRADE TCN OF CURB RGNTET —$D STORMDRAIN I I\ TO CATCH (RIGHT) cn EXISTING GRADE 0 MANHOLE s� J ..a 1/4" PER FT. 3.09 I"'r"' .�.• .� S 8— SANITARY SEWER Z C- wQ)rr, 0 —W V V U) 1W NOTE: FOR CONCRETE WATER MAIN �to to LLB Z, 1.5:1 (TYP) SIDEWALK LOCATION LS W w F d In SEE DETAIL C,p p U FIRE HYDRANT r}Q dY- �' PROJECT _ _ _ ; ESTABLI7DRAINAGE �a- - 7: NO SWA oC VALVE I rl LOCATION FROM STA 16+00 TO 19+05. 3" ASPHALTIC CONCRETE SURFACE COURSE 8 C50 J NEW CONCRETE CURB & GUE I INVERT ELEVATION SHALL BE 3" BELOW (SEE COB STD DWG NO. 0252 TTR-1,TYP.) —G— GAS MAIN I EDGE OF STREET PAVEMENT OR 6" CRUSHED BASE COURSE - 1" MINUS P , .... MATCH EXISTING GROUND. WHICHEVER 10" SELECT UNCRUSHED SUB-BASE COURSE - 4" MINUS —E— I UNDERGROUND ELECTRIC I I I b _ I IS LOWER. - `VARIES: 4" MINUS PIT RUN GRAVEL EMBANKMENT PLACED ON PREPARED SUBGRADE AFTER TOPSOIL REMOVAL —T— UNDERGROUND TELEPHONE Q Q Q 8 , , NOTE: EMBANKMENT BENEATH 4" MINUS SUB-BASE COURSE IN TYPICAL p p STREET SECTION IS INCLUDED IN "STREET EXCAVATION BID ITEM. —CTV— UNDERGROUND CABLE T.V. I I I E _ —E— OVERHEAD ELECTRIC TYPICAL STREET SECTION I I I 60" 12"I PROPERTY LINE Nc ,cAF GUY WIRE & ANCHOR I I I I I I A LIGHT (LIGHT POLE) m m m TO STREET SLOPE 1 4•' PER FOOT CULVERT a UTILITY POLE DRAWN BY: KEM CENTERLINE MONUMENT INSTALL 4' X 8' X 2" S j 8' DESIGNED BY: DJC ' I I I,` r Y z r• r I 4"4 EXPANDED POLYSTYRENE r� QUALITY CHECK: DJC j j Ii' rr r DECIDUOUS TREE 4. RIGID INSULATION Q ATE: 07/12/99 € I � 8'e COMPACTED GRAVEL BASE � CONIFEROUS TREE TDH JOB N0. B99019 19, r r E 4" MIN. THICKNESS BEDDING (TYP) O SHRUB OR BUSH °a"°' •4 €-' - 'A TYPICAL SIDEWALK DETAIL COMPACTED MATERIAL HEDGE e c� EXISTTNG WATER LINE CHAIN LINK FENCE + WOOD FENCE -• x- WIRE FENCE _- .--.- WATER LINE INSULATION DETAIL 2 A CURB STOP MATCH EXISTING m SEWER CLEANOUI S DRIVEWAY W/ 6" ELJ ' - --.---- CRUSHED BASE COURSE- BUILDING 1" MINUS • n STREET SIGN w (n 20' 9Q MAILBOX O z - I (SDRAINAGE SWALE w��n w + CONTROL POINT � Q w VICINITY MAP _ _ __���� _ I (SEE TYPICAI sFr11�"1 ABBRIErIA ` ~ J 10' 0 BARRIER POST NEW EDGE BVLI BLGIK VERTICAL CURVE ELEVATION pQ : O BVCS BEGIN VERTICAL CURVE STATION PROPERTY PIN i" ASPHALI (i E CENTER LINE, PROPERTY LINE © W COB CITY OF BOZEMAN TELEPHONE RISER CT CABLE TELEVISION p CABLE TV RISER RESIDENTIAL DRIVEWAY APPRQACH(� L DELTA OF CURVE z - W DI DUCTILE IRON o ELECTRICAL BOX LLJ z I1J NO SCALE DIA DIAMETER _ EL. ELEV ELEVATION ® GAS SERVICE ELEC ELECTRIC Q cn EVCE END VERTICAL CURVE ELEVATION GATE SCHEDULE OF DRAWINGS FVCS END VERTICAL CURVE STATION _ N EVCSS FLARED END TERMINAL SECTION EDGE OF ASPHALT = FH FIRE HYDRANT ------- EDGE OF GRAVEL O w FL FLOW LINE TC 54.60 Lo SHEET NUMBER DESCRIPTION MH MANHOLE _ SECTION OR DETAIL MPW MONTANA PUBLIC WORKS 3-23 1`� SPOT ELEVATIONS N m O 1 COVER SHEET & DETAILS - DESIGNATION SYMBOL L LENGTH LF LINEAL FEOF ET CURVE 54.60 = U 2 STREET PAVING AND DRAINAGE LT LEFT —3598— CONTOUR SHEET NUMBER WHERE PC POINT OF HORIZONTAL CURVE PVI POINT OF VERTICAL INTERSECTION EXISTING GROUND SECTION OR DETAIL 1 N'1/� RR RADIUS AID RADIUS OF CURVE IS SHOWN GENERAL NOTES27 RCP REINFORCED CONCRETE PIPE FINISH GRADE 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES RT RIGHT BENCHMARK IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING R/W RIGHT-OF-WAY UTILITY LINE IN PROFIII THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE SF SQUARE FEET m� FIRE HYDRANT 458 SS SANITARY SEWER N N BEGINNING EXCAVATION. NORTH SIDE OF WEST BEALL STREET STA STATION SW SIDEWALK BETWEEN NORTH AND NORTH 24th AVENUES 2. REINFORCED CONCRETE CULVERT LENGTHS CALLED OUT SY SQUARE YARDS CONCRETE NORTH CONSTRUCTIONTION BOLT THROUGH THESE PLANS INCLUDE THE FLARED END TC TOP OF CURB ELEVATION = 4787.06'(CITY OF BOZEMAN DATUM) SECTIONS. TEL TELEPHONE TYP TYPICAL REMOVE EXISTING ASPHALT VC VERTICAL CURVE W WATER AD No B99019-CS SHEET 1 OF 2 1-4 VAkILS *0 T A>��*. RECORD DRAWINGS TOP OF CURB AP CLASS 1 MATCHED EXISTING PE 7IIZI00 RIPRAP FLOWLINE GRADE 74aIu c Es-eoiE -.SPE. WIDTH=3' OO - oaf�I O NA U4), oto oo L TDB �2aZ' 00 o0 7.5' NO CROWN I SAW CUT EXISTING NOTES: I- I I I ZZO PAVEMENT 1. ADJUST MANHOLE RIMS AND WATER I I I O_ FILTER FABRIC ON SIDES I r�I VALVE BOXES TO MATCH FINISHED 000 ANn BOTTOM OE PIPRAP 16.5' 50' 50' GRADE ELEVATIONS AS REQUIRED. STA 15+20 TO 15+51, 17.5' LT DO J r - I Q 2. CONSTRUCT 6 RESIDENTIAL INSTALL 190 SF VALLEY I I D ETAI L 2 a I 1 3 GUTTER, 6' WIDE o DRIVEWAY APPROACHES.SEE DETAIL e (MATCH EXIST ASPHALT) NO SCALE 2 Q I SEE CONST. STD. 02529-1 NEW CONCRETE CURB h 3. RE-SEED EXISTING LAWN AREAS y ml I AND GUTTER ti` DISTURBED BY CONSTRUCTION W/ SEED w 0n" Id I I W w z O II EXISTING MIXTURE TO BE APPROVED BY LOCAL Jv>u? UI I I �fall ASPHALT NURSERY MAN AND ENGINEER. '� n �' I Q71 § z .0 Q `O caiWww w�l I V Y PLAN VIEW y NQ 3 J�I�Jw 31 I I CL 0 do F vFi-two I I Q N 2 W '- S Z y w t `J zl I 'ti 2 TYPICAL STREET APPROACH 1 w w yoo� I I I IN z h�� I I [y N w y3 F - + h> Exi A N0 SCALE 2 zy I yF Opp ow `v��Jo O I 1 1 n2 m m zW a�X QW FI��Nw In I I ti V) _ �o aZ m C, 0 a.(L W VIoM j 1 1 1 tj J Z vai STA 9+80 TO STA 15+22 (19.5' LT o�N <� a�`''a a 9y 01 U V U -w0 Q TO 30' LT ONLY) REMOVE EXISTING JF ...JJJJJJ my w C' 1& w w w O w Z� p GRAVEL ROAD, TOPSOIL, FERTILIZE �w zw oQ Qmc) &Q 0 QYN LASPHALT HECAODER SEET o AND SEED. zN Xmp Ja Jm J <W �'1 ��J NST STD 02500-03 w aZ a�v l"STA 9+69.70=0+70 W. BEALL ST. ; NI IINSTALL STREET MONUMENT w ZN zV z DRAINAGE FERTILIZE, of I / I PROPERLY LINE, TYP. \ ir I Q • I • I • ARAINACE SWAL I I 1 b I Q (TOPSOIL, FERTILIZE, SEED) wl WI I \ \ a b y aaa 000 \ I I I• d --- SS I- A • 16.5' T F'ji, ----- - -- -E--- -- ---- ---- E- - -- ---- - E --- - E ---E i�4!9 IIIII ` RESET FENCE 1 ® ( RAWN BY: KEM IjEi V AS NEEDED IRRIGATION DITCH 0 BE 1 N STA 22+37, RT INSTALL y EMOVE EXISTING BARRICAD RELOCATED BY OWNER �/ o SQUARE STORM DRAIN IN II; r�E gILITYOCHECK: DJC mW AND SALVAGE TO THE CITY PROPERTY LINE, TYP, a (CONST STD 02721-2A) AND OF BOZEMAN w UTILITY CORRIDOR NY �.TE: OS 21 99 ,o APRON (CONST. STDS. 02529-12 F, DRIVEWAY APPROACH (TYP) (MPC, US WEST, TCI) a cl) Z AND 02529-13). CONNECT TO TUH JOB NO. B99019 Do w 15" R.C.P. AT STA 22+56 WITH N Z 19 L.F. 12" CLASS III R.C.P. Q AND R.C.P. TEE 0 j�m INSTALL NO PARKING o z STA 22+47.02 STREET MONUMENT m SIGNS ON RIGHT AT Z a' STATIONS 10+30, 12+00, Sri n w 0 50' 100' 150' z; 14+00, 16+50, 19+00, O + uO o o w AND 22+00co rn n + d I I I 1 I I I uz CC o u � a S C A L E n Q u u - 07 a > O1 w SAWCUT 6' OF EAST DGE OF ASPHALT TO CREATE Z a' d n CLEAN YERTICAL EDGE. MATCH NEW PAVEMENT NOTE: CENTERLINE PROFILE EQUALS w N ry TO EXISTING. EAST CURB & GUTTER SHALL TOP OF CURB (RIGHT) 85 -o.ss% STRUCTED TO PROVIDE 3.0% PAVEMENT 4ft -- --------__--i - a —CR05S-SLDP€, TO GUTTER:- W -- PVI STA = 21+50 > Q PVI ELEV = 4768.02 O Z A.D. - 0.60 � _ -1. 4 yw = 83.163� lX TINP GRVND LL.) - - 50.06' VC FINISHED GRADE O Q Z V) e LLJ Z LLJ -- =1.47% > u > Q LLB 70 m m w Q C) - - - = LL)4770 ~ Q - - (n z N -0.877 LL n O 65 a - _ 5' u Of O OD N 111 Z -yr---- - - - -- - - --- - ---- _ a LL,�. w 50 r q do =z i z w n I N + 10 11 12 13 16 17 18 19 20 21 22 23 CENTERLINE PROFILE NORTH 25th AVENUE AD NO. B99019 SHEET 2 OF 2