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HomeMy WebLinkAboutCattail Street - N 19th Ave to N 27th Ave LEGEND *, -_...._.. y* RECORD DRAWINGS DAVID J. NEW EXISTING DESCRIPTION CATTAIL STREET QRAWFQRD APPROVFD =y;.NO. 8709PEj�c WA / S/lD'�o�ICfi� NAMF TITLE ATE "'' BARRIER POST N. 19TH AVE. TO N. 27TH HOMNGI DFRI N&HOSKINS,INC. r ` „`°Zoo © CABLE TV RISER TD&I ENGIN L:I:RIVG CONSULTANTS U ��ao AVE.■ 9 GR-rx�s- Z— ru isaEil MOIIfA1M z- 0 CENTERLINE MONUMENT 5PO1'"�'E NN4■IOTON 41 o= • m QLEANDUT CITY OF BOZEMAN, MONTANA °" `" �3 -- { CONCRETE SCHEDULE OF DRAWINGS CONTOUR Prepared for SHEET NO. SHEET NAME d *' CONTROL POINT SANDAN LLCCURB & 1 COVER SHEET O 13 S. WILLSON AVE. to � Z CULVERT GUTTER BOZEMAN, MT 59715 2 SANITARY SEWER; CATTAIL STREET 3 WATER; CATTAIL STREET Z m `,,,,4 0 ` DELINEATOR POST 4 WATER; CATTAIL STREET Z J as a F— < DITCH 5 STREET GRADING PLAN; NORTH 27TH AVENUE AND CATTAIL STREET N EDGE OF ASPHALT 6 STREET GRADING PLAN; CATTAIL STREET ------ EDGE OF GRAVEL r- W I 7 SECTIONS AND DETAILS z z 17 FIRE HYDRANT - I 1 O C/] GUY WIRE '� w m � W A LIGHT POLE a I � � �(n ai(n n 0 0 O O &Z O MANHOLE i `\ GENERAL NOTES: L W W F E OVERHEAD ELECTRIC .r aa. \':� o- maw CATTAIL STREET TEL OVERHEAD TELEPHONE N. 19TH27 AVE.AVE. 1 b N \\ - N N 27TH L..... a I \ \ 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE a0' 5 I 19 POWER POLE i N g 1 w FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION ID w w • PROPERTY PIN C a t I I I O O�O 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE fir- SPOT ELEVATIONS CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY. I 1 � yy 1•w o-. o 0 f9 TELEPHONE RISER I I \ I 1 L 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH EXCAVATION • o TRAFFIC SIGN ` I L___ i-\- TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE n \ \-crv--— UNDERGROUND CABLE N BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. on com 1 1 \ -E --— UNDERGROUND ELECTRIC _ I ___ 4. EXISTING FITTINGS ARE SHOWN, BASED ON DATA FURNISHED BY THE OWNER. THE CONTRACTOR DRAWN BY Ewe ___ _ SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO D GAS i ,� I I ( ■a.x an LM*7S ORDERING NEW FITTINGS. DESIGNED BY: DJC I I ( QUALITY CHECK: I I 1 a 5. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL DATE: 7/7103 S S SANITARY SEWER f x , i i,,4.x ®❑ WATER LINE FITTINGS, VALVES & FIRE HYDRANTS, AS DESCRIBED IN THE SPECIFICATIONS. Jos No. B01-036(005) (� - SD T STORM DRAIN % 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ANY NECESSARY FIELDBOOK �7 --— UNDERGROUND TELEPHONE I (//� - � I I 1 f F1ja PERMITS. THIS INCLUDES, BUT IS NOT LIMITED TO COMPLIANCE WITH PREVIOUSLY ISSUED 310 STREAM w - w WATERLINE © Q x PERMIT AND 404 WETLANDS PERMIT. H VALVE F LE 7. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO - — — — — - WATER EDGE VICINITY MAP ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. 8. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR. 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES. �^���SECTION OR DETAIL 10. MAINTAIN A MINIMUM OF 18` VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS DESIGNATION SYMBOL - - & WATER LINE CROSSINGS. 3 11. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE Q SHEET NUMBER WHERE WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. W Z SECTION OR DETAIL Z IS SHOWN 12. ALL CONSTRUCTION WILL CONFORM TO MPWSS, 4TH EDITION, W W AND COB MODIFICATIONS TO MPWSS, 4TH EDITION WITH ADDENDA, Z W REAT FALLS 13. ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER 0 SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 14. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM J Z ABBREVIATIONS ELENA OF 24-HOURS PRIOR TO BEGINNING ANY WORK. Q Q LJJ - 15. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING 2 W O F-. ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER BUTTE /j CONNECTIONS. � O V ® AT MH MANHOLE O E AN BILLIN U m CONC. CONCRETE MIN. MINIMUM CONST. CONSTRUCTION NO. NUMBER CT. COURT PVC POLYVINYL CHLORIDE 0 DIAMETER RCP REINFORCED CONCRETE PIPE PROJECT DATUM AND BENCHMARKS D.I. DUCTILE IRON PIPE SIM. SIMILAR DR. DRIVE STA. STATION DWG. DRAWING STD. STANDARD ROJECT LOCATION ELEV. ELEVATION ST. STREET EXIST. EXISTING TYP TYPICAL HORIZONTAL AND VERTICAL DATUM FROM MDT CONTROL ALONG N. 19TH AVE AND F.E.T.S. FLARED END TERMINUS SECTION W/ NTH LOCATION MAP CONTROL FROM TD&H JOB NUMBER B03-002 (N. 19TH AND VALLEY CENTER). L.F. LINEAR FEET YPC YELLOW PLASTIC CAP B.F. BUTTERFLY VALVE BENCHMARKS: CP# 6B - FOUND 2"ACAP FLUSH, 9' SOUTH AND 9' WEST OF 24' CMP FET ON WEST SIDE OF N.19TH AND DEADMAN'S GULCH INTERSECTION; ELEVATION = 4688.78 CAD NO.RB136-OOSL7.DWG SHEET 1 OF 7 ��`!► VID J. 7#% y ' CRAWFORD = '_ m1 N0. 8709PE 1y NOTES: RECORD DRAWINGS 1. ALL SEWER PIPE IS TO BE SDR35 PVC AND MEET ASTM 3034 STANDARDS. INSTALL 2 -8"X6" WYES LEFT APPROVED 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A INSTALL 4 -B"X6" WYES RIGHT ¢zp SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. ��"�`- _ ��_t-y TITLE _,rTE 4zo 3. ALL SERVICE LINES ARE TO BE AS NOTED ON PLANS. ---- - - - pio � THOMAS,DEAN&HOSKINS,INC. ENGINEERINGCONSUL7'ANTS to "N.IAI lALLB-BDIFlW1-NALISVlLI M—A. w SP KANE MASNINCTON LENISTON 10410 O 0 ! "J FUTURE MAIN W w V ra STA. 2+83.5, 11.9' LT, EXISTING C.O. RY OTHERS I z w C '.I THAT WAS EXTENDED AS PART OF PROJECT I W to Z Mwt Z LOT 12 STA. 9+11, 11.2' LT, > ,,,J 0 SO� 100� 1 S0� MANHOLE (4' DIA.) Q j W 73 STUB 30- +. 8" PIPE I CD I I I I NORTH 0 -1.00% AND PLUG W w ti G7 �[ S C A L E 43 LF., 4674.77 STA. 9+66 TO STA. 9+82, N N a z a STA. 7+04, 18.0' LT, INSTALL TRENCH INSULATION ` MANHOLE (4' DIA.) SEE DETAIL 1 w 1 LL a a STA. 10+28, 6" SCV CATTAIL STREET _ STA. 12+96, MANHOLE (4' DIA.) w H 1^I W Y I, 1 WEST CATRON CREEK _ __ -_ _ — - J� T ---- — —467&42 __ STA. 14+97, 6" SVC� I ON Q F�1 I '( (FUTURE) l/ ----------- --- -- _ — 4 9 +�D —46 1.28 Na vl C/1 V m 9 i z STA 4+64, MANHOLE (4' DIA.) 1 --------- --- S 1 9 g { --------- ------ 5;<oco U U ; W rr - ---- - �-- 163_ - s -- +- - f w Ill Ill I T 5 9a w 172' _ O O O O 5iz yo 1 f� - - SHOD 7'1' 1 f - —. O O O E•wy wa�G I o UN� 7gp �// I •66�I 15" TYP. 6487 � �- fi �- - ---------- -- - ---. -_� STA. 9+11, STUB I r r g 4 4680.71 _--- --------- Qw Ill Q Q I 11.00' L.F. B" PIPE SOUTH I I STA. 10+26, 6" SVC i 0 1.00% AND PLUG I _ II� l/ a 4676.82 STA, 12+19, 6" SVC� L O o O 4675.06 'I / STA. 14+27, 6" SVC CATTAIL STREET 5.5 `/` LOT 16 l\ STA. 15+06, NHOLE (4' DIA.) o 0 0 EST CATRON CREEK—/ FUTURE MAIN �\ LOT 15 (EXISTING) BY OTHERS EAST TROCRE LOT 14 t N + p STUB 51 L.F. 8" PIPE LOT 17 (E STING I m >m / SOUTH 0 0.40% AND PLUG - LOT 18 4678.50 I DRAWN BY: EWB I DESIGNED BY: DJC QUALITY CHECK: DATE: MV03 JOB NO, B01-036(005) FIELDBOOK TYPE 2 EXCAVATION TYPE A BACKFILL Lo F NI~ O N^ N h Mf~D p f` nb nn N m h W m� _00 oO zp - I xmmz� + p ?Q W � qo �> O MMr�yy-� lJ la-�» Z MR" Ix Ir Vl n ;zZ 4690 W Z W W LLI ----- — _ ---- - FINISH GRADE LLJ CE W Z LLI -- 0 U) 7711 — } /EXISlING GROUND Z - - (C NTERLINE) - - < 4680 - _ _ DIA Bi .PVC SDR W - lEN 210 466'-1 Q N Z Q t za,l SLOPE o.94x ---- -_ __ DIA Sio.PVC S 35 (� m � 5 DI Bin.PVC SDR 35 LEN 207+& _ SLOP 1.097 SLOPE 0.57% DIA aiMPVC SDR LEN 385 - ---- - 50 EXISTING GRADE I 'i AT CENTERLINE I 4670 4670 n !0 m !0 0! n W l01, 0. a o a w o n r of v, a - n nl' o e� o! r co O O) ao n n � fG n f` ri ,o v7' < 17 Ml loll �I 1D n ri n O — N 10 So OD oD W a� !g � 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+U'2 CATTAIL STREET CAD NO.RB136-0OS-02-DWG SHEET 2 OF 7 ( + Or T•q 1 tk NOTES: i i '*OAV1D J. t#` 1. ALL WATER LINES TO MAINTAIN A MINIMUM I i I 5 f CRAWFORD OF 6.5' OF COVER TO TOP OF PIPE. �T�NO. 8709PE I- 2. MAINTAIN A MINIMUM OF 18" VERTICAL RECORD DRAWINGS SEPARATION BETWEEN OUTSIDE OF SEWER/ I APPROVED ' 70.kA' STORM DRAIN AND WATER LINE CROSSINGS. i ; - R -s-r 3. ALL PIPING TO MEET AWWA CLASS 51. I I l�/G•H ,,, lzoo TITLE DATE I I NAME_- - r ' 4. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS ' oz AT ALL WATER LINE FITTINGS, VALVES & FIRE THOMAS,DEAN&HOSKINS,INC. �N HYDRANTS, AS DESCRIBED IN THE I TDklo ENGFNEERING CONSULT"AFTB ; SPECIFICATIONS. I OBEAI Ii LS-BOZEM -MJSGELL NOMAN� I spot E wASlxNu H I I 5. ALL WATER SERVICES ARE NOTED IN SIZE AND Lcwlsra. I STA. 5+00 TO STA 8+50, EXCAVATE PLACED IN CENTER OF LOT UNLESS OTHERWISE i EXISTING 12"WATER MAIN AND INSTALL NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. i INSULATION 2" THICK. STA. 6+84, 9.92' RT, REMOVE BARRIER EXISTING TEE FACING NORTH [� 02719-1). SERVICES SHALL BE NO CLOSER THAN i POSTS, HYDRANT, AND AUXILIARY VALVE. SIh 8+94.5, CONNECT TO I to ►� 18" FROM OTHER SERVICES ALONG THE MAIN. i ADD 47.2' OF 6" PIPE AND REINSTALL EXISTING 12" TEE WITH 12" W W N G AUXILIARY VALVE, HYDRANT, AND BARRIER z 0 Z In rn V BUTTERFLY VALVE Z Z 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, %- \I POSTS. NEW HYDRANT LOCATION AT STA. 10+71, INSTALL 62 LF w�' LOT 12 (CONTRACTOR TO FIELD W ¢ae-3 AUXILIARY VALVE & BOX, DRAIN GRAVEL AND ` I. STA 3+83, 58' STA 6+87, 37.3' LT VERIFY LOCATION > OF 6" PIPE AND PLUG =O n �y CONCRETE THRUST BLOCK (SEE CITY OF t\`... UTILITY CULVERT AND DEPTH) I Q d'x y `U �J BOZEMAN CONST. STD. N0. 02718-4). I STA. 4+28, 17.6' LT, TAP MAIN 3¢ Z w STA. 1+34, 24' LT, REMOVE EXISTING WITH 12"XS" TAPPING TEE AND 7. ADJUST ALL EXISTING WATER VALVES FIRE HYDRANT, AUXILIARY .I VALVE AND INSTALL 34' OF B" 3 Z a AND BOXES TO FINISH GRADE. "� I VALVE, AND BARRIER POSTS. PIPE AND PLUG STA 8+26, 56' I STA. 9+44, 12"X6" TEE ( x INSTALL 8' OF 6" PIPE AND UTI LfTY CULVERT 19 L.F. 6" PIPE AND f�l 8. INSULATE WATER LINE WHERE HYDRANT LEADS \ 1 W AND LOT MAINS CROSS UNDER DRAINAGE ;yy REINSTALL HYDRANT AND VALVE. _ _ _ Z z DITCHES; INSULATE 4" THICK. ( ) FIRE HYDRANT U �o WEST CATRON CREEK FUTURE STA. 2+28, 17' LT, TAP MAIN WITH I -- - "---- - _ _- > Q A m 12"z8" TAPPING TEE AND VALVE AND - - --- U U U W N - I INSTALL 34' OF 8" PIPE AND PLUG- _ - - U U TLu n ' F H F 0 C 4wz o ( + y W wt M12� M (A i ___- ----- ----- - -- - -- ---------------- aaw -ic-#1 - 0 ' rim,—.. TA.0+BEND JS /// I_---- - - 1 VRT, 9 - I SL 7p 70+71, 11' RT, yINSTALL 12"X6" CROSS W AND 40 L.F. OF 6"INSTAL 7s E 1+s4, CATTAIL STREET INSTALL TRENCH STA. 4+52, 17.7 LT, TAP MAIN LOT 16 `� PIPE AND PLUG I 56' INSULATION OVER WITH 12"x8"TAPPING TEE / WEST ON CREEK I / 11 UTILITY CULVERT WATER MAIN AND VALVE AND INSTALL 69' (EXIST G) STA. 7+92, 13' RT, TAP EAST ATRON CREE LOT 15 (� SEE DETAIL 1 OF 8" PIPE SOUTH O 0.0% LOT 17 MAIN WITH 12"x6" [ (E STING I STA.9+66 TO 9+82, I m m m INSTALL TRENCH I 7 AND PLUG TAPPING TEE AND 8 ' LOT 18 INSSTA 5 TO STA 5+61 'VALVE AND INSTALL I I INSULATION �I TALL TRENREN 38 OF 6 PPE AND PLUG SEE DETAIL CH INSULATION 1 DRAWN BY: ewe OVER WATER MAIN 7e < DESIGNED BY: DJC U SEE DETAIL r/1 QUALITY CHECK: 0 50' 100' 150' + I ; I I JOATE B NO. 601-07125/0) 1 1 1 1 1 I I S C A L E D I I FIELDBOOK I �I NI w z Z 7 _TYPE 2 EXCAVATIONI TYPE A BACKFILL 4h90 — a FINISH GRADE (CENTERLINE) CI Q LLJ a - — Z Lu N -- W < W _ I" O EXISTING GROUND Z (CENTERLINE) - aj EXISTING 1Y DUCTILE IRON > COVER II J 4b8Q a ------- ---- —— - -- Z v V 4680 Q a a 5 5 z _Z x f- N F- y w _ ao a U [1a U w 50 100 W V d STA 8+94.5 TO 11+50 INSTALL 256 L.F. EXISTING GRADE OF 12" CLASS 51 '.DUCTILE IRON PIPE. q In !T CENTERLINE N - U rn U 4670 r�. to U 0 m 1p m v a Ora p ' t0 O 0 ) a b -0t0 o n nIO b co -0 � mm m S. ri 0 N Nb 10 b IO oIO ailj svpIl 1+00 2+00 3+00 4+00 5+00 _.-Chi 7+00 8400 9+00 10+00 11+00 CATTAIL STREET CAD NO.RB136-00"3.DWG SHEET 3 OF V D Jay#''= NOTES: CRAWFORD .1 `- 1. ALL WATER LINES TO MAINTAIN A MINIMUM -- NO. 8709P OF 6.5' OF COVER TO TOP OF PIPE. 2. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/ STORM DRAIN AND WATER LINE CROSSINGS. " <zzo LLI 3. ALL PIPING TO MEET AWWA CLASS 51. U g o 4. THE CONTRACTOR SHALL INSTALL MEGA LUG �a" O_ FUTURE VALVE AND 12' MAIN z RESTRAINTS OR CONCRETE THRUST BLOCKS a rvrH I LLI I AT ALL WATER LINE FITTINGS, VALVES & FIRE 3c 7 HYDRANTS, AS DESCRIBED IN THE Z F Q SPECIFICATIONS. LOT 11 5. ALL WATER SERVICES ARE NOTED IN SIZE AND I!y/ ~ PLACED IN CENTER OF LOT UNLESS OTHERWISE W a m STA. 15+75, 11.3' RT, INSTALL I NOTED (SEE CITY OF BOZEMAN CONST. STD. NO. C9 12"X6" TEE AND 63 L.F. OF 6" I Z i 02719-1). SERVICES SHALL BE NO CLOSER THAN W Q PIPE AND PLUG STA 17+32, 36.3� LT, 12'X6' I 18" FROM OTHER SERVICES ALONG THE MAIN. TEE, 6 L.F. 6" PIPE AND O U p1,1 z FIRE HYDRANT. INSTALL Z O i 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, w m �y V BARRIER POSTS (C.O.B. AUXILIARY VALVE & BOX, DRAIN GRAVEL AND OC Z `SI CATTAIL STREET STANDARD 02718-5 w I ). Q CONCRETE THRUST BLOCK SEE CITY OF F� STA ATE V 16.8' RT, PLUG TEE TO NORTH G BOZEMAN CONST. STD. NO.(02718-4. — 12' CATS VALVE ) 3 w z ' 7. ADJUST ALL EXISTING WATER VALVES Q ^ T AND BOXES TO FINISH GRADE. $ FBI I w w - _ - --- - ---- - - -- - - I 8 AND LOINSULATT MAINS LINE CROSS WHERE UNDER DRAINAGE DITCHES; NT LEADS 0 Vj V ti \n�(L� � DITCHES; INSULATE 4" THICK. ----- I 18F00 `J01'II/zzo Wruu aim F+ w wz �y STA. 12+93.90, - w - —--— o 10 M W F-<N 11-1/4' BEND - MOO ]oC- �yOaio c^ NNW STA. 13+10, 13N.T RT, INSTALL --- • N a _ DEADMANS GULCH z 2'X6' TEE ND 38 L.F. OF 6" STA 15+27. 17.3' RT, ' ' _O 7 PIPE AND PLUG 11-1/4' BEND STA. 17+27, 12" • I I w W w 1 \\3 v GATE VALVE LOT 14 STA. 17+32, 12'X12" TEE I STA. 14EE. L.F.RT, STA, I 70, 11.5' RT, INSTALL INSTALL 19' OF 12" PIPE SOUTH O 1.00R AND PLUG. + PIPE A TEE, 19 L.F 6" 12'X6" EE AND 40 L.F. OF 6" LOT 13 i O O O INSTALL 47' OF 12" PIPE PIPE AND FIRE HYDRANT PIPE AND PLUG ' "- INSTALL BARRIER POSTS NORTH A -1.0R TO TEE � (C.O.B. STANDARD 02718-5) (PLUG NORTH LEG OF TEE) I } }} L FUTURE VALVE AND 12' MAIN I DRAWN BY: EWB EXTENSION BY OTHERS DESIGNED BY: DiC QUALITY CHECK: DATE: 7125103 JOB NO. B01-035(0051 0 50' 100' 150" FIELDBOOK S C A L E I� I� I TYPE 2 I EXCAVATION RECORD DRAWINGS FINISH GRADL nPPHOVED (CENTERLINE) EXISTING GROUND - _ NAME l- '}T TLE^i lr!u-N,,.0 ;DATEPv ,1 1;,ai,,I (CENTERLINE) 4690 THOMAS,DEAN&HUSKINS,INC.< Q 1 DOG y ro VCA -WFwr KAMPEu ENCINEERING COIVSUL'FAli7'S Z LLI `.J� iFMtil(WM yjp W BCOVER 65' MIN. uj - z 4680 Fa- o _ 41 i A 11+50 TO 17+32 INSTALL 582 L.F. Q O Q = 12" CLASS 51 DUCTILE IRON PIPE. w m V > V m w +j ' + + +Z d d Fa d EXISTING GRADE d d to I AT CENTERLINE vF N m I 4670 in o ry r FDI al rF r n r a n n o co ol cu m in - rn rn m ri 12+00 13+00 15+00 16+00 17+00 18+00 CATTAIL STREET CAD N0,RB136�0504.DWG SHEET 4 OF ] IS T *' pAVID JCRAWFORD . �Ok i i pi O. 8709PE jW RECORD DRAWINGS - 5 NOTES: APPROVED 1. CURB AND GUTTER TO BE INSTALLED ON ALL NAMB- TITIF DATE r j` zoj \/ INTERSECTION RADII EXCEPT AT NORTH 19TH �' _ `vv ' coo AVENUE. ,I,T o- , TIIOMAS,DEAN&HOSKINS,INC. -l.1iJJ OG F.NCIKEERING CO\SU L'I:�N 1'S 2. DROP CURB TO BE INSTALLED ON RADII FORe'�F,' cr+FFr ru_s-6oZr=u�v-�,n_��rcu voHiuy.. to FUTURE MxwiHl:lr.N F y 2 KI';T' OAllp C PEDESTRIAN RAMPS. z w 3. ALL CULVERT LENGTHS INCLUDE FETS. o STA. 2+51, MATCH EXISTING Q O CURB AND GUTTER LT O in M DRAINAGE DITCH TO BE CONSTRUCTED O 0.50% !11 m FROM STA. 2+81, 21.4' RT `\ STA. 2+51. MATCH LOT 11 I 1 m „y Q4 J �` EXISTING ASPHALT 72 I U TO STA. 4+68, 19.5' RT. STA 5+57, INSTALL 4i4 L.F OF 43 3/4" x 26 5/8" a w DITCH DEPTH LVOARY PES ` `\ i ARCP, INCLUDING FETS AT EACH END. a rLa N \ 1 INVERT IN= $(31' RT) 468.'5.02 Ix W C>r- 1 CENTERLINE CURVE DATA 0 50' 100' 1 50' �-� ` i A = 41'20'55" INVERT OUT=STATION AN O S 4RIN FIE � � ^ w Y CENTERLINE CURVE DATA ( ) f�l I I I I I I I G R = 300.00 A = 11,00,00" (CONFIRM STATION AND OFFSET IN FIELD SO PIPE - Z� z INSTALL COMBINATION S C A L E O �\\ T = 113.21 R = 3D0.00 SKEW MATCHES EXISTING CHANNEL AT BOTH ENDS.) '1R�W L = 216.50 STREET/STOP SIGN T = 28.89 -_ - V)O WEST CATRON CREEK L = 57.60 �..�`````_ -- 50 o (FUTURE) I E_^"'_--- --` ---- wo 0 0 U)U)( J NO CURB AND ��\\ �ryh - - - - - - ----,- -----_ ------------- �.+.� - - �- -�t M M o 8zp GUTTER RT ', '; , I � "'�� o o 150� I I h 46.0.36 www � I m � g Q Q Q q - - -- - - - - FYI` �, coo I 1690.37 �� gas, 1 �� CATTAIL STREET A T 111I00,00"U4NECURV ^ >I. T 4691.80 I RL STA 1+80, INSTALL 78 LF S R = 300.00 LOT 16 1�1 INSTALL CITY OF BOZEMAN I STA. 4+68, ASPHALT HEADER OF 36" RCP, INCLUDING WEST CATRON CREEK)/ T 28.89 STANDARD DEAD END BARRICADE I END CURB AND GUTTER LT FETS AT EACH END. (EXISTING) L 57.60 m m m �I (SEE C.O.B. STANDARD 09810-2) I 55 R/ I SEE DETAIL INVERT OUT 4 85.0.228(40'RT) LT) LOT 17 DRAWN BY: EWB LOT 18 SET TO «RODE DESIGNED BY: DJC QUALITY CHECK: I DATE: 7/25103 JOB NO. B01-03 6(0 0 5) FIELDBOOK PVI STA = 3+87.32 PVI ELEV = 4687.67 A.D. = 0.72 K = 97.59 7D.00' VC b N O = N OD M [ W LL m wl + a a wl FINISH GRADE N '" 7 �(CENTERLINE) _ > 1.504690 Z 0.945 4690 4690 _- _- -I- i � ❑t i �469r,� _ ---- (CENTERLINE) �I m `' 5 w +I W Z d W U.SU% m 1EXISTING GROUND w N - w F r^ W f V (CENTERLINE) Ci v~i 50 -a a - - - - - j ---- ! w Z Z x x EXISTING GROUND 0 (` N (CENTERLINE) I I I (n � � (n = 4680 -- - - J- - -- r ----- m - z- -- 4680 4680 Q Q Q w EXISTI G GROUND a680 (� N + AT CE TERLINE + + N �a� 5 I N FINISH GRADE _ I V 0 W L)a ui AT CE TERLINE n m f 50 EXISTNJG GROUN -- -- ,gym Nn o,m n Nn o n o AT CENTERLINE -- m t2 orn oco ro e 1 m mN m rn rn w rn ± FINISH GRADE • + a a +e as `*a a as a < d AT CENTERLINE fl � 4670 m i4670 2+00 3+00 4+DO n b MOm+rn��mm bmba�mbo mmboOmma1 m+m�,�o �n p�appmV)n m mM m O cO m bm b mp + tm +m00 m °0 n'm nc6 mn m 10 . h s6 m10 mm mm mm �m m - b bb m mm -D mI(1 •a o 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 N. 27TH AVENUE CATTAIL STREET CAD NO.RB136-005-05.DWG SHEET 5OF 7 RECORD DRAWINGS 1 APPROVED ' cRAWFORD fw ;-:!I NO. 8709PE)'0 9 t��-; y✓..,„E-�_� <z�FN f�9i%fir l.t= 3���/ •^� �",J�J6 NAME NOTES: TITLE DATE I 1. CURB AND GUTTER TO BE INSTALLED ON ALL THOMAS,DEAN&HOSKINS,INC. lz-Od I INTERSECTION RADII EXCEPT AT NORTH 19TH TD& ENCINEERPTGCONSULTANTS AVENUE. a.",MLS 80ZDUN-KWSPELL YONTNW ?- �� W SHOCT 3: low INSTALL CITY OF BOZEMAN I 2. DROP CURB TO BE INSTALLED ON RADII FOR STANDARD DEAD END BARRICADE FUTURE LU i. ALL SET TO GRADE PEDESTRIAN RAMPS. z n (SEE C.O.B. STANDARD 09810-2) � WEST CULVERT z N � j w INVERT IN= 4681.0 (39' RT) 3. ALL CULVERT LENGTHS INCLUDE FETS, a GRADE DITCH O -0.50% WITH INVERT OUT= 4680.0 (39' LT) Q I}f - E! VARYING SIDESLOPES TO Z GRADE DITCH O -0.50% WITH VARYING S CATCH EXISTING TOPOGRAPHY 0' SIDESLOPES TO DRAIN EAST FROM LOW LOT 11 rn y y x Z Q POINT O 9+49.50 TO EAST CATRON CREEK STA 9+11, 39.0' LT, ASPHALT MIDDLE CULVERT HEADER, END CURB AND M 0 INVERT IN = 4660.0 (36' RT) CENTERLINE CURVE DATA Z F m GUTTER ON MAX AVENUE ( V as SEE DETAIL e � INVERT OUT = 4680.0 (36' LT) � = 11'00'00" i 1 ?� 7 4684.45 EAST CULVERT R = 300.00 O a 4684' T = 28.89 STA. 17+60, 24.3' LT, REMOVE 1 CL a ,P I INVERT IN = 4681.0 (39' RT) I ,�y rn 'S• p?h _ INVERT OUT = 4680.0 (39'LT) CATTAIL STREET L = 57.60 FET AND EXTEND 24" CMP fr.10Q W IT4 Q -- _ - - - - - -- --. --' REINSTALL FET + I W y y= AwI -Bf 4684.86� 4684.75 STA. 17+85, MATCH ?, I IN EXISTING ASPHALT `S o 1 1 W R M D' LZ INSTM I DELM1Ea4TOR -- K U U U 4684.86 I4664.�s \ _ ____y- - _ POST `n I -- -- Lu _____ __ o G 0 wz __ _ _ ___ __ __ _ __ ____ cn 4685.05 _ 6 Ty _ 1I0•F� _ `f11'I - _ 1-2 STA. 9+78, INSTALL OF 43-3/4"x2fi /B" fSTA 9+11, 39.0' LT, ARCP PIPE. INSTALL FETS AT o - - - �� --- 1:-:: �4SPHALT HEADER, END 4655. j -- � - aCURB AND GUTTER ON BOTH ENDS OF EACH PIPE - _- -- INSTALL DEkTN _ MAX AVENUE e STA. 9+70, INSTALL 72' OF 65"x4O" --.. -" POST s w w SEE DETAIL 2 I I DEADMANS GULCH a a ARCP PIPE. INSTALL FETS AT 1 INSTALL'STREET SIGN Miy 7 BOTH ENDS OF EACH PIPE CENTERLINE CURVE DATA INSTALL "RIGHT p❑p LOT 16 �� A = 11 00'00" TURN ONLY" SIGN R = 300.00 I INSTALLI"DO NC r INSTALL CITY OF BOZEMAN ��//\\ LOT 15 GRADE T = Y8.89 STA 17+60, 17. - RT, REMOVE Q6h 1 ENTER"iSIGN STANDARD DEAD END BARRICADE EAST TRON CREEK^ 72- L = 57.60 FET AND EXTEND 24" CMP�r.29' m m (SEE C.0.8. STANDARD 09810-2) I' (E STING)I STA 9+62, INSTALL�LF OF REINSTALL FET 43 3/4"x26 5/8"ARCP PIPE. INSTALL LOT 13 [�f 60' /W FETS AT BOTH ENDS OF EACH PIPE 0 SO' 100' 150' GRADE DITCH O -0.50% WITH VARYING INSTALL STOP SIGN I I I I I SIDESLOPES TO DRAIN AROUND SOUTH END DRAWN BY: EWU S C A L E OF MAX AVENUE TO EAST CATRON CREEK I DESIGNED BY: DJC QUALITY CHECK: DATE: 7f25103 JOB NO. B01-03 6(0 0 5) HIGH POINT ELEV = 4690.12 FIELDBOOK HIGH POINT STA = 15+57.36 FM STA = 15+25 PVI ELEV = 4690.45 LOW POINT ELEV = 4685.03 A.D. = -1.47 LOW POINT STA = 9+33.95 K = 136.14 PM STA = 9+50 200.00' VC PVI ELEV = 4684.86 I� A.D. = 1.47 K = 67.94 rT 4D N rn a I�v=yi 100.00' VC + + m OD as < � e m r a a a z "� U w a Is rn + m m W w Z c0 a a 5: a Q �i m u Gi r - -- - - - (L - -001X Q d m ' 'n 0. 7X ,,u w W `qa -- F- 0 F w N fn 0. a QQ Q 4680 i Lli x ^�� H N W H a Q 0 Q N W a = L) m V U W U cn o IIII � ro + r + d 4670 d ~ 4670 ma�.,�,ao.� Oa-�ha dNa'ha da.'$ma •--Ne re.r�a0 ,nN'a° ,Oaonms N,aoi.Nv WaOrs O0 NQ e �� � rnlW m'q pa mf�ONs am�a�0�s NaI'MOs, NOwa� �aal,O�spj rQAOl'�mva7 m'`yo* °'e 0 e am v� � 1-0 ,om� L ma '� a� 9+00 m 14+00 15+00 16+00 17+00 18+00 CATTAIL STREET GAD NO.R8136-005-06.DWG SHEET 6 OF W 7 z 65'-0" J. ? 3 IL w ' CRAWFORD i = 11-6" 42-0 12'-6" O _,y°ENO. 870�9,,PEfw a /-CE STREET 0. Q)-�T 4 LAYERS OF 2`THICK, � ,►AL 1-0 5' 5'-6" 2'-0" 19'-0" 19'-0" i'-0" 3'-3` 3'-3` 8'-0" INSULATION LENGTHS (TYP'I HIGH DENSITY RIGID BOARD INSULATION CENTERED ABOVE (TYP.) (TYP.) n �� (TYP.) SIDEWALWAL K BOULEVARD TRAVEL WAY TRAVEL WAY - PIPE (OFFSET JOINTS) ao�io U ZZ— og g" CONCRETE CURB do 1/4"/FT (TYP.) GUTTER (TYP.) PROFILE FINISHED GRADE � f NEW UTILITY MAIN � 3R `rA—SPl-lALT1'C­CON­CR'E­TE 4" CONCRETE SIDEWALK(BY OTHERS) 5" SURFACE COURSE (2 LIFTS) TRENCH INSULATION DETAIL 1 u 15' UNCRUSHED SUBBASE (3" MINUS) 6" CRUSHED BASE GRAVEL COURSE (1-1/2" MINUS) 7 a COMPACTED GRAVEL BASE w 4" MIN. THICKNESS (BY OTHERS) RECORD D RAW I N G S a a, 42' WIDE ROAD SECTION APPROVED W WY N. 27TH AVENUE (NORTH OF CATTAIL STREET) — - - }F = -mot Z 7 NAME TITLE DATE r ,I 4 LAYERS OF 2"THICK, (� HIGH DENSITY RIGID BOARD T11011'1AS,DEAN&HOSKINS,INC. INSULATION CENTERED ABOVE ww IY D' � wa TD& LJ1GlN ELRINC fOSSUL7)4NT'ti / PIPE (OFFSET JOINTS) �Un of b cnuT r�s-6ozFwN-wknrtu u0wlua< NEW UTILITY MAIN mom w�5w ---� BACKRLL MATERIAL O O O O 4io PIPE % --- -`� o 8 ; BEDDING 00 W MATERIAL W N - Z s� 55'-0" SECTION A o 0 0 34'-0' , 0cr 7 CL STREET 0. of 4'-6- 3'-6" 1'-0` 16'-0" 16,-0" 1'-0" 3'-6" 3' 6"' TRAVEL WAY TRAVEL WAY (TYP.) m m> L : NOTE: SIDEWALKS ON ALL STREETS NOT IN DRAWN BY EWB PROFILE FINISHED GRADE CONTRACT. SIDEWALKS WILL BE CONSTRUCTED BY DESIGNED BY: DJC S% OTHERS IN ACCORDANCE WITH PLAT CONDITIONS, ASPHALT SURFACE DUALITY CHECK: 1 �"----I _ —_ 39• __ - BACKFILL WITH ATE: T25/03 Jj - CATCH AND COMPACT FIELDBOOK - 3H'1V —� 5" ASPHALTIC CONCRETE SURFACE COURSE (2 LIFTS) 4" CONCRETE SIDEWALK 15" UNCRUSHED SUBBASE (3" MINUS) L 6" CRUSHED BASE GRAVEL COURSE (1-1/2" MINUS) (BY OTHERS) SUBBASE COURSE COMPACTED GRAVEL BASE BASF MATERIAL OR 34' WIDE ROAD SECTION 4" MIN. THICKNESS (BY OTHERS) AF COURSE MATERIAL COMPACTED SUBGRADE N. 27TH AVENUE (SOUTH OF CATTAIL STREET) TYPICAL ASPHALT HEADER DETAIL 2 7 In J 90,-D" = 1 j lL z H Q W 0 11-6" 46'-0" w Z Q a CE STREET It W Z 22'-0` 10'-6" (TYP.) SIDEWALK BOULEVARD TRAVEL WAY 1'-0 Q Q (TYP.) (TYP-) TRAVEL WAY ~ w Z LOCATION TYPICAL RANT Q N _O PROFILE FINISHED GRADE V lT1 V 1/4"/FT _3y 1/4" PER FT. N - 4` CONCRETE SIDEWALK GEOTEXTILE FA13RICI J 5" ASPHALTIC CONCRETE SURFACE COURSE (2 LIFTS) (BY OTHERS) COMPACTED GRAVEL BASE 15" UNCRUSHED SUBBASE (3" MINUS) 6" CRUSHED BASE GRAVEL COURSE (1-1/2` MINUS) 4" MIN. THICKNESS(BY OTHERS) 46' WIDE ROAD SECTION CATTAIL STREET NOTE: GEOTEXTILJ'_ INSTALLED FROM STATION 9+45 TO 10+25 ONLY CAD NO.RBI 36-005-07.DWG SHEET 7 OF 7