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HomeMy WebLinkAbout2014 CTEP Citywide Sidewalk Project MpNTAN4 ROBERT J. 2014 CTEP CITYWIDE SIDEWALK PROJECT a MURRAY LIS.F.0.L� AL CITY OF BOZEMAN, MONTANA DPP•"ED XMG CHECKED BYs APPROVED BY: DATE: 01-07-2014 JANUARY 2014 m o - - DO RECORD DRAWING o� Bozo a W VICINITY MAP z - Meadow Wy. — — �--+ Boothill Ct. Baxter Rd. Mandeville U. 1883 W w o 3 Griffin Dr. �T ,R Oz Ion s IV Co. 71 71 �Tachache Lane kt �' w er Cane F 'ere On O vi WEST OAK STREET A o ROSE PARK WORK AREA Baxter Rd. - WORK AREAS � Z Oak St. GENERAL NOTES Oak St. F. Ma lewood St. 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA N PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION,AND THE CITY OF BOZEMAN O c a m Bkan St. CENTENNIAL PARK INDEX MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,BTH m ' 8 i Hemlock St. WORK AREA EDITION,INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. 'o Id ad - a DO—annorack 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2013-2014 BYDURSTON ROAD CITY OF BOZEMAN ENGINEERING STAFF. a's D m COVER SHEET CSSt. Juni er Bt. St.WORK AREA mc P �I3. 7HE LCONTA OF EXISTING UTILITIESVERI SHOWN SHOULD BE CONSIDERED APPROXIMATE nnie St � t ILICENTENNIAL PARK SIDEWALK PLAN SHEET AI qND THE CONTRACTOR SHALLHELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE rLPllie Dri t CNTRACTOR IS RESPONSIBLE FOR IfiLITY LOCATES PRIOR TO AND DURING CENTENNIAL PARK TYPICAL SECTION DETAIL A2Q t N z ❑ COONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT 5 Aspen St. CENTENNIAL PARK SECTIONS -STA.0+50 - 2+50 A3 EXISTING UTILITIES. E Terrace Ave. i r � •• 4. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON St. CENTENNIAL PARK SECTIONS -STA.2+75 - 4+75 Al E ° u. THE PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT a z ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. Durston Rd. Q'I t. o L„att� ❑Peac t.❑❑❑ CENTENNIAL PARK SECTIONS -STA.5+00 - 7+00 AS a 0 ©�SL 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS ROSE PARK-TSCHACHE LN DEMOLITION SHEET BI AND THE PUBLIC.ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE save ❑❑ ROSE PARK-TSCHACHE LN ROAD&SIDEWALK IMPROVEMENTS 82 CONTRACTOR FOR HIS PERSONNEL IIr��I rouse a--+ O` I I t to a ROSE PARK-TSCHACHE LN DETAILS SHEET 83 e. THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM Toole St. Villa St DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. El rr _« o� ROSE PARK-W OAK ST PLAN @ SECTION SHEET 84 ❑❑❑❑��� B. 7. THE CONTRACTOR SHALL SUBMIT A CITY OF BOZEMAN STORM WATER MANAGEMENT Z n Z Be IQ PUN PRIOR TO BEGINNING ANY WORK ON THE PROJECT. THE CONTRACTOR IS 805E PARK-TSCHACHE LN SECTIONS -STA.0+35 - 3+00 BS W Q K I� RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL BEST MANAGEMENT ti -p a W.Beall ❑a ❑ I--aJ PRACTICES AS SPECIFlED IN THE APPROVED STORM WATER PUN THROUGHOUT THE ROSE PARK-TSCHACHE LN SECTIONS -STA.3+25 - 6+00 B6 O D_' Cascade SL a DURATION OF THE PROJECT. > 3 nh II 00®© Men enh II >�t �� a O rn - c Z Z ROSE PARK-TSCHACHE LN SECTIONS -STA.6+25 - 6+75 B7 A m c < �' Broodwater o W. M In St. ❑©❑©❑❑❑❑❑❑❑ ROSE PARK -W OAK ST SECTIONS -STA.0+25 - 2+00 Be � l.� Qk St. ❑❑El❑❑ ROSE PARK-W OAK ST SECTIONS -STA.2+25 - 4+00 Bs LEGEND a LL Ba CQ k:::St [I® Ll � ROSE PARK-W OAK ST SECTIONS -STA.4+25 - 6+00 810 < 'L e ; - ❑ O t��®�® a❑❑❑F ROSE PARK-W OAK ST SECTIONS -STA.6+25 - 8+00 BIT c s EXISTING GAS LINE W ¢ coo IWr•I o < via Io er Dr. O❑❑nl I��®❑❑❑❑ ROSE PARK-W OAK 5T SECTIONS -STA.8+25 - 9+00 812 ❑❑ 0 _ EXISTING STORM DRAIN II""'•V O R V Ili c DURSTON ROAD SIDEWALK PLAN SHEET STA 0+00-10+90 CI W 3 orilyn Ct... o ❑ Ch n❑�❑ IJ oc ��® a a EXISTING WATER MAIN Q E DURATION ROAD SIDEWALK PLAN SHEET STA 10+90-20+46 C2 4 Donna ve.:: _ p ; ... ,: ❑❑❑❑ or St- ❑���� ml OURS ON ROAD TYPICAL SECTION DETAIL C3 EXISTING TELEPHONE LINE 3 ON ❑ T SECTIONS ❑I ° .....:�:4�:�:�:�:�:�:�:�:�'�'� y DURSTON ROAD SEC ONS -STA.0+50 - 4+00 C4 Dick as so St. oxr EXISTING OVERHEAD POWER [� I� �❑ ❑ Aid on �I��❑❑ DURATION ROAD SECTIONS -STA.4+50 - 8+00 CS DURATON ROAD SECTIONS -STA.8+50 - 12+00 C6 I� Ginello Way Laramie Dr. o` N Ln ❑ oce oce EXISTING UNDERGROUND POWER a Vdlay Commons Dr. ��❑❑ DURATION ROAD SECTIONS -STA. 12+50 - 16+00 C7 w � ��S❑❑�❑❑❑❑ DURATION ROAD SECTIONS -STA. 16+50 - 20+00 CB RIGHT OF WAY U Huffine Ln. (U.S. 191) W. College St. Har on St. W.OAK STREET SIDEWALK PLAN SHEET STA 0+00-8+00 DI EXISTING SEWER amber ❑ CI V an6 SM❑❑ W.OAK STREET SIDEWALK PLAN SHEET STA 8+00-13+99 D2 ,p Anal is D r as CI PROPOSED SIDEWALK N _C �a❑❑ INTERSECTIONS WEST CURTISS STREET El INTERSECTION Mart In y h t NTERSECTIDNS WEST ALDERSON STREET E2 m EXISTING FIBER OPTIC WORK AREAS W.Garfield St. Montana ar d St ❑❑ INTERSECTIONS WEST DICKERSON STREET E3 Cn �0 L IIr INTERSECTIONS WEST STORY STREET E4 EXISTING VEGETATION TYPO 10 G n S L _ °�I INTERSECTIONS DOUNTLSGRAND h WEST HAVES E6 � ❑ ❑I aDNS S CS �pNTA A 7 EXIST.V WIDE WALK W/6.0'BLVD RDBERT J. N 89°59'34"W N 10337PE R t I — — — — - - — — — — T�o 50 STA 7+21 END 643.41' PROPERTY BOUNDARY 6-FOOT WIDE CONCRETE (TYP) SIDE�TALVMNE----- W.—W.— 7 O TE INTO EXISTING WALK '^ /41ER C.O.B.STD DWG#02529-15 (A.B.) m nS' STA 6+93-7+08 z n / REMOVE 15LF OF EXISTING 5-FOOT i ¢ CONCRETE SIDEWALK(A.B.) m 3 / 2 A li , DIGNN BY:KNO ' EXIST.6'x20'DUGOUT CHECKED NY: (CONIC S.O.G.W/STRUCTURE) APPROWD NY: '^ StA 6+45.5,12.4'RT DAM:DI-DD-BDI4 ScDle: 1"= 20 EXIST.WOODEN ELECT. �— BOX W/METER o Io 20 ao y STA 5+95-6+06 io LAYDOWN CURB TO REMAIN z '^ GRADE SIDEWALK TO FULL d HIEGHT CURB ELEVATION RECORD DRAWING IN THIS LOCATION (A.B.) N z==� Z f O o 1 m r- � 'd NX-A2 a C) z ' �io 0 •" Obi�i N w 0 r 2 in LLI �N� x I O CENTENNIAL PARK O 4.85 ACRES M IMES ADDITION,BLOCK 38,LOT 1 P Y y O S06,T02S,R06E r (o c Q m z 2 w w D N F ; � 5 0 w Q PROPERTY BOUNDARY 0 �(TYP) fir' z STA 0-45 N m Q 6-FOOT CONCRETIE Q.rY..4 SIDEWALK INSTALLATION W I.a 06 (A.B.) W/4.75'BLVD E" d., = TIE INTO EXIST.WALK W/ I?+ Q PER C.O.B.STD DWG#02529-15(SIM.) w z Q N STA 0+70,5.8'RT Q U z z (A.B.) EXIST.TURN SIGN (� f TO REMAIN IN PLACE W U A STA 0+87-0+92 m TRANSITION TO 4.0'BLVD AROUND EXIST.TREE F' (A.B.) (, STA 1+05-1+25,9.25'RT EXIST.6'x2O'DUGOUT (CONC S.O.G.W/STRUCTURE) Y EXIST.5'WIDE WALK — W/5.75'BLVD N89059'12"W M N = O E- _ ICI STA 4+80 EXIST.TBC(TYP) REMOVE EXIST.PED RAMP REP INTALL NEW PED RAMP PER C.O.B. Q LACE W/ADA COMPLIANT HH STD DWG#02529-8A N X PED RA P W/DETECTABLE REMOVE&REPLACE ECG 25 LF(A.B.) W STA 0+45-0+92 5 5 WARNING SURFACE(A.B.) CURB&GUTTER N":.�— EEBEB 5'WIDE WALK(A.B.) SD-SD-SD-SD- WEST COTTONWOOD STREET 5D W N �NTA 4 RECORD DRAWING UROBERT 0 12'-0" � t 5'-6" 6'-0" 0'-6" / EXISTING ROAD SECTION FINISH GRADE 2� %SLOPE Z�� DWN BY:XNO cxecXm sn_ 6"THICK M-4000 CONCRETE MAk \ \ APPBOYBB BY: W/FIBER MESH \ DATL-11-21-2013 3"MIN GRAVEL BASE 0 z Q p mN apOn�Cj oa W E a 8 Nm- Ir x m a N. GRAND AVE. TYP. SIDEWALK SECTION oZ � Z$ EX-Al NTS F Z o a � ZmmS m$o+ x Z F Ro d t•N r Yq�� yO! O e m o = i J� RAW U z Wo O p. p�m 12'-0" p" 4'-0" 6'_0" EXISTING ROAD SECTION FINISH GRADE 2% MAXIMUM (� 2� R SCOPE f� •] A Z ,., 4 MAk \ \ 11 z 6"THICK M-4000 CONCRETE W/FIBER MESH \ U U 3"MIN GRAVEL BASE CQ E 1-1 W. COTTONWOOD ST. TYP. SIDEWALK SECTION rye EX-Al NTS ryr W M NTANy ROBERT J. - MURRAY JR.* 10337PE SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION STE�p STA 0+50.00 STA 0+75.00 STA 1+00.00 4770.00 4770.00 4770.00 4770.00 4770.00 4770.00 m� (STING GRADE m 4765.00 4765.00 4765.00 4765.00 4765.00 4765.00 EXIST NG ROAD SECTION \ 4:1 MAX SLOPE MAT H EXIST.GRADE N z O m o 4760.00 4760.00 4760.00 ____ 4760.00 4760.00 _ 4760.00 yg�� e SEE DETAIL(I XHIBIT B a 4 (TYP CAL SECTION INFO NATION) 4755.00 4755.00 4755.00 4755.00 4755.00 4755.00 4750.0015 -10 -5 0 5 10 15 20 25 750.00 4750.0015 -10 -5 0 5 10 15 20 25 750.00 4750.0015 -10 -5 0 5 10 15 20 25 750.00 DDA11N BY:BBD CBBCKBD BY: APPBDYBD BYa W78e 11-2I-WIS RECORD DRAWING m z Q N m nOq ly W F N O SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION LV z. -' ( r, STA 1+25.00 STA 1+50.00 STA 1+75.00 4770.00 4770.00 4770.00 4770.00 4770.00 4770,00 mo I fs. i odi � 1 <z l m 0 Z Z N 4765.00 4765.00 4765.00 EX-ING FIAIN 4765.00 4765.00 4765,00 E o o<m LINK FENCE z pl y (TYP) NON N m W x F Im 0 4760.00 _ 4760.00 4760.00 - 4760.00 4760.00 - 4760.00 a ~o N f m 4755.00 4755.00 4755.00 4755.00 4755.00 4755.00 ti 4750.0015 -10 -5 0 5 10 15 20 254750.00 4750.0015 -10 -5 0 5 10 15 20 254750.00 4750.0015 -10 -5 0 5 10 15 20 254750.00 W Oz ao aF U Way Fdx U� a W n. ^'Ca¢ cQ c�z z SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION [i]F STA 2+00.00 STA 2+25.00 STA 2+50.00 (�z 4770.00 4770.00 4770.00 4770.00 4770.00 4770.00 U [-" 4765.00 4765.00 4765.00 4765.00 4765.00 4765.00 4760.00 ` 4760.00 4760.00 _ 4760.00 4760.00 __ _ 4760.00 M 4755.00 4755.00 4755.00 4755.00 4755.00 4755.00 E- 0ry-�4 Y-I-d HH 4750.0015 -10 -5 0 5 10 15 20 254750.00 4750.0015 -10 -5 0 5 10 15 20 254750.00 4750.0015 -10 -5 0 5 10 15 20 254750.00 1x� I� W NTZ(f. `SIDEWALKSECTION SIDEWALK SECTION SIDEWALK SECTIONSTA 2+75.00 STA 3+00.00 STA 3+25.004770.00 4770.00 4770.00 4770.00 4770.00 4770.00 EXISTING GRADE .. mF� g EXISTING ROAD SECTION E EXISTING CHAIN-4765.00 4765.00 4765.00 4765.00 -- 47fi5.00 _ TCH EXIST.GRADE LINIR FENCE RYP) z 4760.00 ____ _ 4760.00 4760.00 --- - 4760.00 4760.00 _-__ _ 4760.00 M $ MI SEEDETAI 1 EXHIBTS m St PICAL SECTION II'FORMATI N 6 e a s 4755.00 4755.00 4755.00 4755.00 4755.00 4755.00 4750.0015 -10 5 0 5 10 15 20 254750.00 4750.0015 -10 -5 0 5 10 15 20 25 750.00 4750.0015 -10 -5 0 5 10 15 �-j4 750.00 DRAvB BY:vwa CBECRED BY:_ APPROVED BYa DATE:11-2I-WIS RECORD DRAWING z Q N m O N �-T$ SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION m o e STA 3+50.00 STA 3+75.00 STA 4+00.00 a d iO 4770.00 4770.00 4770.00 4770.00 4770.00 4770.00 [y p d i 1 I s � i 1 i m 0 E- ?oe0 S 4765.00 4765.00 4765.00 4765.00 4765.00 4765.00 c c c W �m� x E- Im 0 4760.00 4760.00 4760.00 4760.00 4760.00 �� - 4760.00 H r rNr P ry o m $ G " 2 4755.00 4755.00 4755.00 - 4755.00 4755.00 -I 475500 E- 4750.00 14750.00 4750.00 4750.00 4750.00 4750 DO L) -15 -10 -5 0 5 10 15 20 -15 -10 5 0 5 10 15 20 25 -15 -10 5 0 5 10 15 20 25 W "7 C Z a+O Gr F. U Way' E- dx W n. ov� z c1l z W� SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION STA 4+25.00 STA 4+50.00 STA 4+75.00 z y W 4770.00 4770.00 4770.00 4770.00 4770.00 4770.00 r� U E'1 L) 4765.00 4765.00 4765.00 4765.00 4765.00 4765.00 4760.00 4760.00 4760.00 --- 4760.00 4760.00 - ---- �- 4760 00 y 4755.00 4755.00 4755.00 4755.00 4755.00 4755.00 E_ HMH M HH 4750.00 4750.00 4750.00 4750.00 4750.00 4750.10 -15 -10 -5 0 5 10 15 20 25 -15 -10 -5 0 5 10 15 20 25 -15 -10 -5 0 5 10 15 20 25 W r�NTANA ROBERT J. �* MURRAY JR.*� 10337PE SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION �L337P STA 5+00.00 STA 5+25.00 STA 5+50.00 �L 4770.00 4770.00 4770.00 4770.00 4770.00 477W m 4765.00 -STINI,GRADE 4765.00 4765.00 4765.00 4765.00 4765.00 R) EXISTIN 3 ROAD CTION cli C MAX SLOPE z MAT H EXIST.GRADE O N O 4760.00 __ 4760.00 4760.00 4760.00 4760.00 4760.00 a SEE DETAIII E IBITB 4 (iVRI IL SEE INFOR TION) 4755.00 4755.00 4755.00 4755.00 4755.00 4755.00 DRAEN BY:RND 4750.0015 -10 -5 0 5 10 15 20 254750.00 4750.0015 -10 -5 0 5 10 15 20 254750.00 4750.00-15 -10 -5 0 5 10 15 20 25 750.00 CBECRED BY:_ - - APPROVED BYa DATEE:11-2I-WIS m RECORD DRAWING z21 d � qo W F•.N�m N �-T$ O SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION 'm d n STA 5+75.00 STA 6+00.00 STA 6+25.00 pr. o y i 1 4770.00 4770.00 4770.00 4770.00 4770.00 4770.00 O . I f o z 1 z m 0 Z z m O 4765.00 4765.00 4765.00 4765.00 4765.00 4765.00 W m E Im - o. 4760.00 4760.00 4760.00 4760.00 4760.00 4760.00 pN rNYYa ____ -__- -___ _ N G 2 ii 1~ 4755.00 4755.00 4755.00 4755.00 4755.00 4755.00 Er U 4750.00 4750.00 4750.00 4750.00 4750.00 4750.00 w -15 -10 -5 0 5 10 15 20 25 -15 -10 -5 0 5 10 15 20 25 -15 -10 -5 0 5 10 15 20 25 c Z 0.' o WW 1xa � Fdx W n. o � z cl) z Cx7 F SIDEWALK SECTION SIDEWALK SECTION SIDEWALK SECTION Qz STA 6+50.00 STA 6+75.00 STA 7+00.00 U 4770.00 4770.00 4770.00 4770.00 4770.00 4770.00 F CJ I I I I 4765.00 4765.00 4765.00 4765.00 4765.00 4765.00 4760.00 4760.00 4760.00 4760.00 4760.00 4760.00 u 4755.00 4755.00 4755.00 4755.00 4755.00 4755.00 HryH� Y-�-d HF�H1 lyl 4750.0015 -10 -5 0 5 10 15 20 25 750.00 4750.001.5 -10 -5 0 5 10 15 20 25 750.00 4750.0015 -10 -5 0 5 10 15 20 25 750.00 x W N NTA A RECORD DRAWING ROBERT J. MURRAY JR. W II 10337PE wISTE� STA 0+16 SAW CUT&REMOVE L DRAWN BY: END STA 5+91,37'LEFT CRRCKBD BY: EXISTING ASPHALT GUTTER 6'(q,g,) EXISTING CURB CUT& WEST OF DOUBLE GUTTER 1� EXISTING CURB SIDEWALK CHASE APPROVED BY:_ STA 0+20 &GUTTER TO REMAIN DATTC Bs-17-2014 REMOVE EXISTING TO REMAIN DOUBLE GUTTER (A.B.) STA 1+00-6+77 &FILLET TO LIMITS STA 0+24-1+00 EXIST.5'WALK MILL 2"OF ASPHALT SHOWN W/5'6"BLVD FROM CENTERLINE OF - II MILL 2"OF ASPHALT PROPOSED ROAD TO EDGE j FULL WIDTH OF (A.B.) ROAD OF ASPHALT SOUTH STA 6+77 DE 1 EXISTING ROAD A.B) END DEMOLITION c - (A.B.) �, a -- 0 / o T o TSCHACHECN eg co � � � � � � � S� 4771 q 18 00 m EXIST.10'WALK Q N W/5'6"BLVD TO r -7 I REMAIN N m 0. NEW PUBLIC c ACCESS EASEMENT m id (A.B.) d d a STA 0+20-0+35 STA 4+55-4+7g STA 0+35-6+77 c o:z STA 0+35-6+77 • REMOVE EXISTING REMOVE EXISTING EXCAVATE FROM EDGE OF STA 6+19-6+43 EXCAVATE FROM EDGE OF z 1 z om CURB RETURN ASPHALT TO 9"BEYOND DRIVE APPROACH INCLUDING ASPHALT TO 9"BEYOND REMOVE EXISTING m o a ASPHALT,CURB&GUTTER PROPOSED TBC LINE DRIVE APPROACH INCLUDING �. m> s a (A.B.) PROPOSED TBC LINE m 3 a 21"DOWN FROM F.G.ASPHALT BACK TO LOW POINT 21"DOWN FROM F.G.ASPHALT ASPHALT,CURB&GUTTER F Z o e m -N- BACK TO LOW POINT (A B) OF DRIVEWAY(SCUPPER)jPER) �' (A.B.)� OF DRIVEWAY(SCUPPER) .° (A.B.) w a m 41 F z 0 x a Score: 1"= 30 PROPERTY LINE • ry f% PROPERTY LINE (TYP) D 30 so (TYP) to og °o = TSCHACHE LANE DEMOLITION PLAN E- C-) z Z O � Raw a 0 � waa APPROX.10' 8'-6" 16-6" MILL&OVERLAY EXISTING EDGE OF LT i W W 5'-6" 10'-0" TOP 2"OF ASPHALT ASPHALT PROPOSED ROAD SECTION 4.1 MPX i �-4 A d START WALK i i O a PROPOSED cQ C.O.B.STANDARD 2� x�iMU4 r-, w CURB&GUTTER 2� %SLOPE _ 4;1 MAX \ \ 6"THICK M-4000 CONCRETE W/FIBER MESH E~ E. 1--r D D D D D D 3"MIN GRAVEL BASE NOTES: SEE PROFILE SHEET FOR TBC ELEVATIONS 3"HOT MIX ASPHALT TBC TO START OF PROPOSED WALK=+0.11' 6"CRUSHED BASE COURSE 12"UNCRUSHED SUB-BASE PY1 NON-WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE 1M W H� TSCHACHE LANE TYPICAL SECTION x SECTION 1 x W �pNTA/Vq W STA 0+20,35'LEFT RpBERT J. DOWEL NEW DOUBLE GUTTER MURRAY JR.*' INTO EXISTING FILLET W/5#4 X 18" 10337PE SMOOTH REBAR @ 12"O.C.,4"MIN. ADJUST EXISTING �a*c�° EMBED$EPDXY ANCHOR VALVE BOX TO GRADE L 1�1 STA 0+20 (A.B.) STA 4+66 CENTER NEW 1� NEW DOUBLE GUTTER CONCRETE DRIVE APPROACH STA 6+32 CENTER NEW DRAWN BY: KMG G� &STANDARD FILLET CONCRETE DRIVE APPROACH CHECKED BY: C— PER C.O.B.STD DWG (A.B.) STA 0+20-6+77 PER C.O.B.STD DWG#02529-12 PER C.O.B.STD DWG#02529-12 APPROVED BY: 8.5'ROAD EXPANSION (A.B.) (A.B.) #02529-1$#02529-2 SEE TYP.SECTION STA 5+88(A.B.) DATE:01-07-E014 SEE SHEET B3 SHEET B1 STA 5+-91 INSTALL FOR GRADING CONCRETE STORM DRAIN 6+77 DETAILS PROPOSED CHASE FROM NEW CURB LINE TO STA NEC m �j CURB&GUTTER SEE SHEET B3 CONNECT TO EXISTING e �-I FOR GRADING RETENTION POND DAYLIGHT A.B. CURB AND GUTTER r PER C.O.B.STD DWG#02529-14 ROAD DETAILS END ROAD EXPANSION z Z 0 00 l o0 00 0 0 0 + ; + _ - + N `° TSCHACHE LN a 4722.00 6i t L I I 4"12100 '•v - � — _ — I `EXIST.10'WALK m W/5'6"BLVD � a N I NEW PUBLIC L- _ J L ACCESS EASEMENT — 1° W p N 7 m STA 6+77,5.5'RIGHT N m" I STA 0+20-0+35 END 10'WIDE CONCRETE o c INSTALL NEW CURB RETURN$ STA 0+20-6+57 PATH INSTALLATION (A.B.) PED RAMPS PER C.O.B. = m a INSTALL 657 LFn o NO ELECTRIC P ONE, STA 4+55&4+79,42'RIGHT m s STD DWG#02529-8 (A.B.) 10'WIDE CONCRETE PATHWAY GAS,OR TV PRE 3ENT CONNECT TO EXISTING W1 IN CONST. REA CURB @ LOW POINT SEE SHEET B3 Z I z m NOTES: LEG (A B) INSTALL NEW CURB NORTH 11 r FOR GRADING 'z m s N END TO EXIST.10'CONC.WALKWAY d ! DETAILS z c zo INSTALL CONSTRUCTION JOINTS@ PROPOSED CURB N (A.B.) I C z Q 0 IN FEET O.C.(TYP.THIS AREA) PROPOSED CONCRETE N m INSTALL EXPANSION JOINTS @ Ls7 z 50 FEET O.C.(TYP.THIS AREA) PATH WAY STA 5+25&5+75,32'RIGHT STA 6+19&6+43,42'RIGHT PROPERTY LINE PROPERTY LINE INSTALL 2 DRYWELLS CONNECT TO EXISTING (TYP) E-� a PROPOSED ASPHALT Scole: 1 ao f(TYP) W/5'SQUARE SILT FENCE CURB @ LOW POINT AROUND LIDS INSTALL NEW CURB NORTH PROPOSED CONCRETE 0 15 30 so SEE DETAIL-SHEET B3 TO EXIST.10'CONC.WALKWAYfl APPROACH/GUTTER (4'B') (A.B.) m '7 a = RECORD DRAWING PVI STA:3+00.00 PVI STA:5+70.00 PVI EK:5192291 PVI ELEV:4717.37 W E-, LVC:275.00 K:37.95 Z LVC:100.00 n HIGH PT.STA:2+33.89 uoi q LOW PT.STA:1 .t NON W HIGH PT ELEV:4722.15 °i N. LOW PT ELEV:4717.64 N 1 W m v C o 1 v 5+88(A.B.) m a Qr W PVI STA=1+60.00 > U> V U V 0 ELEV=4721.86 m m w w m m w w 4728 F 4728 F+=1 ►awl y c� 4726 Z v r 4726 W m�� T C SOUTH a w N ri d 4724 U 4724 w EXI TIN GLADE. 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RECORD DRAWING o B m �7J s 01.E T -T � L) L W R/W O 04 62'-6" 0.1 a4xx VARIES VARIES W a a Q 46'-0" 6-0"(A.13.) a O EXISTING ROAD SECTION EXIST.CURB& 4.1 START WALK GUTTER FUTURE TBC MqX 3% S�� Q FUTURE ROAD I 2� A MAXIMUM \ 11"I EXPANSION \ y FUTURE GRADING � � 4 1 M MAX AX E- Q'. 6"THICK M-4000 CONCRETE W/FIBER MESH 3"MIN GRAVEL BASE NOTES: CENTERLINE EXIST.ROAD TO FUTURE TBC=-0.94' FUTURE TBC TO START OF PROPOSED WALK=+0.10' 1--I 1--1 x WEST OAK STREET TYPICAL SECTION W MpN AV4 ROBERT J. _* MURRAY JR.*B 10337PE '�L1sT[F�� AL TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION STA 0+35.00 STA 0+50.00 STA 0+75.00 4730.00 4730.00 4730.00 4730.00 4730.00 4730.00 m EXISTING F DAD SECTION (SEE SHEE BI FOR MILLIOVE V) PROP$ED RO EXP $ION h 4725.00 I 4725.00 4725.00 4725.00 4725.00 4725.00 p EXIS ING GRADE VJ i SEE EXHIBIT Bi (TYP j TYP SECTION INF RMATIOI PLE 4720.00 4720.00 4720.00 4720.00 4720.00 4720.00 4:1 MAXSLO TO Y 10'CON RETE DAV GHT PA IWAY THIS PROJECT P) 4715.00 THIS -5 0 5 to 15 20 25 304715.00 4715.0010 -5 0 5 10 15 20 25 304715.00 4715.0010 -5 0 5 10 15 20 25 30 715.00 DBAIIN BYs DND RECORD DRAWING CBBCNB BB_ APPROVED Ya DATE:12-01-2013 TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION STA 1+00.00 STA 1+25.00 STA 1+50.00 4730.00 4730.00 4730.00 4730.00 4730.00 4730.00 N z N Q N �O 4725.00 4725.00 4725.00 4725.00 4725.00 4725.00 N z Y m m 4720.00 4720.00 4720.00 4720.00 4720.00 4720.00 O z I Zo N m m!N Z O E 0 U O O� 4715.00 4715.00 4715.00 4715.00 4715.00 4715.00 w N m -10 -5 0 5 10 15 20 25 30 -10 -5 0 5 10 15 20 25 30 _10 -5 0 5 10 15 20 25 30 `x1 z F = a ��pN • YNY11, oy TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION c STA 1+75.00 STA 2+00.00 STA 2+25.00 m 8 4730.00 4730.00 4730.00 4730.00 4730.00 4730.00 4725.00 4725.00 4725.00 4725.00 4725.00 4725.00 W maH 4720.00 4720.00 4720+00 4720.00 4720.00 4720.00 p+z O Faw 4715.00 4715.00 4715.00 4715.00 4715.00 4715.00 W -10 -5 0 5 10 15 20 25 30 -10 -5 0 5 10 15 20 25 30 -10 -5 0 5 10 15 20 25 30 .may A a O Wa TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION A STA 2+50.00 STA 2+75.00 STA 3+00.00 4730.00 4730.00 4730.00 4730.00 4730.00 4730.00 F U 4725.00 4725.00 4725.00 4725.00 4725.00 4725.00 4720.00 4720.00 4720.00 4720.00 4720.00 4720.00 �l>oy� 1� E- 4715.0010 -5 0 5 10 15 20 25 304715.00 4715.0010 -5 0 5 10 15 20 25 304715.00 4715.0010 -5 0 5 10 15 20 25 304715.00 I•H m I•H 1ly�l 1� W rRD TART J- MURRAY 10337PE '2TiRTET�� TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION STA 3+25.00 STA 3+50.00 STA 3+75.00 4730.00 4730.00 4730.00 4730.00 4730.00 4730.00 m E USTING R AD SECTION (El SHEI BI FOR MILL/OVE V) PROPOSE ROAD E%PANSIO Z 4725.00 4725.00 4725.00 4725.00 4725.00 4725.00 � SEE EXHIBIT I 1 TVP SECTION INFORMATION 1- 4f ISTINGG DE 4720.0 o 4720.00 4720.00 - 4720.00 4720.00 4720.00 y PATHWAY 4:1 MAX SL PE TO OA(LIGHT THIS PROJE (T1'P) 4715.0-10 -5 0 5 10 15 20 25 304715.00 4715.0010 -5 0 5 10 15 20 25 304715.00 4715.0-10 -5 0 5 10 15 20 25 304715.00 DRAWN DYs KMG CNBCIIED BY• RECORD DRAWING APPROVED WTBa IY-Bh9019 TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION STA 4+00.00 STA 4+25.00 STA 4+50.00 ro 4730.00 4730.00 z N 4725.00 4725.00 d e 4725.00 4725.00 N Z. Y 4725.00 - 4725.00 4720.00 - 4720.00 o a.9 C) I 4720.00 4720.00 O z I z mm >- ymj>S N 4720.00 - - - - - - - 4720.00 & ?o<e 4715.00 4715.00 m�o W m 4715.00 :t4712.00 715.00 x z 4715.00 4715.00 i 4712.0-10 -5 0 5 10 15 20 25 4714.0010 -5 0 5 10 15 20 25 304714.00 4710.0010 -5 0 5 10 15 20 25 304710.00 PN rq�Y �o N � O m 0 2 TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION STA 4+75.00 STA 5+00.00 STA 5+25.00 4725.00 4725.00 4725.00 4725.00 4725.00 4725.00 - U W 5 4720.00 4720.00 4720.00 4720.00 4720.00 4720.00 Q 4715.00 4715.00 4715.00 4715.00 4715.00 4715.00 d,14 W Y 4710.00 4710.00 4710.00 4710.00 4710.00 4710.00 -10 -5 rn 0 5 10 15 20 25 30 -10 -5 0 5 10 15 20 25 30 -10 -5 0 5 10 15 20 25 30 Chi Wa A_ 71 TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION (- STA 5+50.00 STA 5+75.00 STA 6+00.00 4725.00 4725.00 4725.00 4725.00 4725.00 4725.00 E3 4720.00 4720.00 4720.00 4720.00 4720.00 - 4720.00 4715.00 4715.00 4715.00 4715.00 4715.00 4715.00 E- HMH W 4710.00 4710.00 4710.00 4710.00 4710.00 4710.00 ~~ -10 -5 0 5 10 15 20 25 30 -10 -5 0 5 10 15 20 25 30 -10 -5 0 5 10 15 20 25 30 ITI I� W �pNTANy ROBERT J. * MURRAY JR.*� 10337PE '�61E1�0 Al TSCHACHE LANE SECTION TSCHACHE LANE SECTION TSCHACHE LANE SECTION EXISTING ROAD SECTION STA 6+25.00 STA 6+50.00 STA 6+75.00 (SEE SHEET Bf FOR MILLIOVERLAY) a7zs.00 4725.00 4725.00 4725.00 4725.00 4725.00 P OPOSED ROAD E PANSION — XISTING RADE m SEE EXHI ITBt 4720.00 rvP S RYP) 4720.00 4720.00 4720.00 4720.00 4720.00 p o 12 4:1 MAX SLOPE O C g 1 J'CONCRETE DAYL1 T He 4715.00 PATHWAY THIS PROJECT P) 4715.00 4715.00 4715.00 4715.00 4715.00 Y 6 + 1 9 4 4710.0010 -5 0 5 10 15 20 25 30 710.00 4710.0010 -5 0 5 10 15 20 25 30 710.00 4710.0010 -5 0 5 10 15 20 25 30 710.00 OWN BY:ENO CHECKED BYe APPROVED BYa DATEE:IE-04—E018 Z m N RECORD DRAWING o�m m fs. odz`e I z 1 i m 0 y N N NON O N m W x F o. 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PN � rN�r ~O N f O m 2 WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION STA 3+25.00 STA 3+50.00 4740.00 4740.00 4740.00 4740.00 E- U W 4735.00 4735.00 4735.00 4735.00 Qi rj] - - - - p z 4730.00 4730.00 4730.00 4730.00 F a U Q y ril IX W IX 4725.00 4725.00 4725.00 4725.00 30 35 40 45 50 55 60 65 70 75 80 30 35 40 45 50 55 60 65 70 75 80 0 W C yQ i F_ WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION STA 3+75.00 STA 4+00.00 4740.00 4740.00 4740.00 4740.00 4735.00 4735.00 4735.00 4735.00 4730.00 4730.00 4730.00 4730.00 L- 0-4 I'Y1 HH 4725.0030 35 40 45 50 55 60 65 70 75 804725.00 4725.0 30 35 40 45 50 55 60 65 70 75 80 725.00 W rtR�. TANA ERT J. WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION �* MURRAY JR.*' 10337PE STA 4+25.00 STA 4+50.00 4740.00 4740.00 4740.00 4740.00 AL [EXISTING AD SECTION FUTURE ROAD EXISTING GRA E PUTREGRADING A SLOPE E%PAN ION 0:1 MW(SLOPET FU URE ROAD DAVLIGHTLIGHT 4735.00 DAYLIGHT (TYPE THIS PROJECT P) 4735.00 4735.00 XPANSION THIS PROJECT EXISTI GGRADE 4735.00 m FUTURE RADING (TVP) �^� Z 4:1 M SLOPE TO O 4730.00 - 4730.00 4730.00 4730.00 S SEE DET L 1 EXHIBITB W C (TYPS CTION IN ORMATIO I) THIS PER ECT 1111 (TYP SECI ION INFORMATION) O li 4725.0030 35 40 45 50 55 60 65 70 75 8(4725.00 4725.0030 35 40 45 50 55 60 65 70 75 804725.00 9 RECORD DRAWING DRAWN III RMO CNDDWRD BY: WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION APPRIEVED BYs STA 4+75.00 STA 5+00.00 DATE:12-06-2010 4740.00 4740.00 4740.00 4740.00 m z 4735.00 4735.00 4735.00 4735.00 d m m 4730.00 4730.00 4730.00 4730.00 e i 1 I < 1 z 1 o H E Z 4725.00 4725.00 4725.00 4725.00 O z of m 30 35 40 45 50 55 60 65 70 75 80 30 35 40 45 50 55 60 65 70 75is 80 W Nm� x F a LPN « PNY1 N WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION m $ STA 5+25.00 STA 5+50.00 c x 4740.00 4740.00 4740.00 4740.00 E- 4735.00 4735+00 4735.00 4735.00 u W CL z 4730.00 4730.00 4730.00 4730.00 O U dw Y 4725.0 30 35 40 45 50 55 60 65 70 75 8,4725.00 4725.0 30 35 40 45 50 55 60 65 70 75 80 725.00 cW wX Q WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION F STA 5+75.00 STA 6+00.00 4740.00 4740.00 4740.00 4740.00 4735.00 4735.00 4735.00 N 4735.00 ^ C r� 4730.00 4730.00 4730.00 4730.00 4725.0 30 35 40 45 5055 60 65 7075 804725.00 4725.0 30 35 40 45 50 55 60 65 70 75 80 725.00 1� 1t"r1 1� W NTANA RD-LRT J. MURRAY JR.*4 10337PE WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION 'gLRT '5 STA 6+25.00 STA 6+50.00 AL 4740.00 4740.00 4740.00 4740.00 E STING R SECTI N FUTUREROAD FUTL REGRADING ING ROAD SECTION 6:1 M SLOPE O m EXPANSION 4:1 M SLOPE O F TURF ROAD DAVLI HT DAVL HT THIS ROJECT P) EXISTI GGRADE EXPANSION THIS ROJECT P) 4735.00 (rP) 4735.00 4735.00 EXIST INGG E 4735.00 F URE GRADING ca SEE DETAIL 1 IBIT B C 4:iM SLOPE TO ( PSECTI NINFO ATION) DAYLIGHT SEE AIL1 EXHIBITB CT 4730.00 4730.00 4730.00 4730.00 0: e � a s 4725.0030 35 40 45 50 55 60 65 1 70 75 804725.00 4725.0030 35 40 45 50 55 60 65 70 75 80 725.00 KNO RECORD DRAWING UXEDY.C : NECRED BY: APPROVED BYa DATEE:12-05-1019 WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION STA 6+75.00 STA 7+00.00 4740.00 4740.00 4740.00 4740.00 m z t N m 4735.00 _ 4735.00 4735.00 4735.00 P1 m � a`diO� fs. odi 4730.00 4730.00 4730.00 4730.00 O z i i o Dm1 F ?o e 0 U Z m N NON O 4725.0030 35 40 45 50 55 60 65 70 75 804725.00 4725.0030 35 40 45 50 55 60 65 70 75 804725.00 W N m x i F ImIm o. PN � rN�r ~O N f O m WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION 1 STA 7+25.00 STA 7+50.00 4740.00 4740.00 4745.00 4745.00 E- L) 4735.00 _ 4735.00 4740.00 4740.0017 W O aZ 4730.00 4730.00 4735.00 4735.00 F U � W w X tY :' Q d 4725.0-30 35 40 45 50 55 60 65 70 75 814725.00 4730.0030 35 40 45 50 55 60 65 70 75 804730.00 O 4. Wa Q E-' WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION U STA 7+75.00 STA 8+00.00 4745.00 4745.00 4745.00 4745.00 4740.00 4740.00 4740.00 4740.00 �4 \ rq 4735.00 4735.00 4735.00 ' 4735.00 L, I.-1 M �1 4730.0 30 35 40 45 50 55 60 65 70 75 814730.00 4730.0030 35 40 45 50 55 60 65 70 75 80 730.00 x� G4 rROB igNaERT J. B MURRAY JR.* 10337PE RECORD DRAWING '�LrsTCT�° g WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION K STA 8+25.00 STA 8+50.00 4745.00 4745.00 4745.00 4745.00 m 41 MAX SL PE TO Z DA IGHT DAYLIGHT p THI PROJE (iYP) EXISTIN ROADSECTION THIS PROJECT(TYP N C 4:1 MAX SLOP TO FUTURE C RACING DAYLIGHT 1UT1 RE GRAD dG 41 4.1 MAX LOPE TO D; THI PROJEC(TYP) DAYLIG 474000 FUTURE Ro 4740.00 4740.00 EXPANSI 4740.00 2 EXPANSI a s EXISTING R.,DSECTI N _ 4735.00 SE DETAIL EXHIBIT (Typ) 4735.00 4735.00 SEE DEI All-1 EXI BIT L1,P) 4735.00 (TP SE ION INF RMATIO) (N SECTION INFORM ION) DIGIIN BY:IfNO CHECKED BYe 4730.00 80 4730.00 4730.00 4730.00 APPROVED BY: 30 35 40 45 50 55 60 65 70 75 30 35 40 45 50 55 60 65 70 75 80 DATE:1E-06-E0113 m z Q N m O y WEST OAK STREET SIDEWALK SECTION WEST OAK STREET SIDEWALK SECTION STA 8+75.00 STA 9+00.00 4745.00 4745.00 4745.00 4745.00 S o^ •• m Ir odI i 0 y N 4740.00 4740.00 4740.00 4740.00 Fizp<O 4735.00 4735.00 4735.00 4735.00 E Im - a PN � rN�r ~O N f 4730.00 4730.00 4730.00 4730.00 m $ 30 35 40 45 50 55 60 65 70 75 80 30 35 40 45 50 55 60 65 70 75 80 2 E- L) W O w 0, z 0 E U w X O � � Wz L1 E-� U CQ e--d e--d W NTA y �I ROBERT J. WL RECORD DRAWING 0+00 1+00 2+00 3+00 4+00 5+00 9 8 DD A 1+63 MAC TCH NEW STA 4+43 MATCH NEW STA 4+80 MATCH NEW STA 2+00 MATCH NEW A g IDEWALK TO EXISTING SIDEWALK TO EX TING ( ) SIDEWALK TO EXISTING SIDEWALK TO EXISTING m ED OF ASPHALT&INSTALL EDGE OF ASPH T&INSTAL EDGE OF ASPHALT&INSTALL EDGE OF ASPHALT&INSTALL DETE TABLE WARNING DEVICE DETECTABLE W RNING DEV E DETECTABLE WARNING DEVICE DETECTABLE WARNING DEVICE e (A.B.) (A.B.) —oj —OA —o o (A.B. o� oA _o� DMRR BY-RRB LMBCKBo RY• w �PPRDY®BYs X' STA 3 4+33 TRIM AND REMOVE DAM of-0-mu TING HEDGE AS NEEDED Y ?SIDEWALK �� n LLI STA 4+88 CONNECT Z w HEDGE TRIMMED BACK �--- TO EXISTING WALK W/1/2" G STA 1+54 CONNECT W STA 2+08 CONNECT APPROX. ' STA 4+35 CONNECTJ Z EXPANSION JOINT O EXISTING WALK W/1/2" TO EXISTING WALK W/1/2" q XISTING WALK W/1/2" LL) I (A.B.) EXPANSION JOINT Q 1 � (A.B.) Q EXPANSION JOINT EXPANSION JOINT > $ (A.B.) (A.B.) Q d BEGIN 6-FOOT WIDE Q e o INSTALLATION w M t z N m =8 CONNECT TO EXISTING WALK = `j O x PER C.O.B)TD DWG#02529-15 Q -N- w m 6 G LL ~ O 4 U m m G=0 x O1 O. w Y.y y yYq, Os O m O w D�vs REC�RD DRAWING w W h o 6+00 7+00 8+00 9+00 10+00 11 0 p" w a rL Q Fda CD STA 7+75-8+50 TRIM �-r Z STA 7+54 MATCH NEW EXISTING VEGITATION STA 10+05 W p STA 7+18 MATCH NEW ^^ ^ ^EXISTINGA E- SIDEWALK TO EXISTING SIDEWALK TO EXIST G (A,g,) AS NEEDED RE�ee T E TALL EDGE OF ASPHAL &INSTALL TRIMMED BACKPARK SIGN 15'SE)IJ:Fl I n O V] (A g) EDGE OF ASPHALT&INSTALL DETECTABLE WA NING DEVICE PARK SIGN LEFT)EVICE DETECTABLE WARNING DEVICE ABOUT 1'(A.B.) W a a o-- a— 3. IN PLACE(A.B.) q vo svo svo svoo— y � J. o� od od od o� od oA od - od o� 1» Ira o — 7- W w ' ' W m STA 7+10 CONNECT 1/2" I TO EXISTING WALK W/1/2" Z I LOFFSET AROUND EXIST.PARK W EXPANSION JOINT Lu STA 7+64 CONNECT SIGN W/25'RADIUS ARC(A.B.) v'Y n > TO EXISTING WALK W/1/2" a O m � (A.B.) Q EXPANSION JOINT a40 I " Lu (A.B.) I BLOCK 28 z aW PARK a I8.594 ACRES , [- I cn r^ a (� 00 cli m w �1 b I Iz a I EXISTING DRAINAGE Scale: 1"= 20 J (DW DITCH rr—, w 0 10 20 40 W MpNTANA I� RECORD DRAWING STA 14+21 REMOVE J. MUURRAYRRAYROBER JR.*•_ w EXISTING SLOTTED STORM 10337PE ID GRATE(HARD PIPED WEST) EXISTING VAESGIT ETIIOND RtsTcw0 (A.B.) AL 11w 0 12+00 13+00 14+00 15+00 16+00 9 1 as STA 11+07 INSTALL 8LF OF CLAS 12" STA 14+99 MATCH NEW rn z ROUND RCP PIPE W/F.E.T.S.ON BOT DS (A.B.) SIDEWALK TO EXISTING STA 15+36 MATCH NEW 0 CENTER PIPE ON PROPOSED WALK, STA 12+75 MATCH NEW DGE OF ASPHALT&INSTALL > SINGLE DEBRIS RACK SIDEWALK TO EXISTING Du a ATCH INVERT OF EXISTING CHANNEL NORTH, SIDEWALK TO EXISTING DETE ARNING DEVICE z (A.B.) EDGE OF ASPHALT&INSTALL > &G DE @ 2.1%SLOPE UPHILL TO SOUTH TAL EDGE OF ASPHALT STALL (A.B.) DETECTABLE WARNING DEVICE(A.B.) INST LL DEBRIS RACK, PER C.O.B.STD DWG#027 -11 UPST AM END(A.B. DETECTABLE WARNI DEVICE o S - a 3 O� —O� .QJ OA OJ O� 03 ASO�Gl of —OJ O� J USL��� �A3=03 GAS O _ fly Oj OJ w S DRAWN BY:KBO w CHECKED BYe W W II APPROVED eY. W _ w STA 15+43 CONNECT \ Q z TO EXISTING WALK W/1/2" D4*e^12-ee-9013 W O GRADE z TA 1 ONNECT I w EXPANSION JOINT aul o ' AS N CHANGE(A.B.) Lu TO EXISTING WALK W/1/2" • > A.B. o AR CULV w 3+g6-14+46,OF Q �` ( ) Is > EXPANSION JOINT(A.B.) WALK2' ROUND STA 12+30 CONNECT Q �' �f I G FENCE L z C TO EXISTING WALK W/1/2" STA 12+38 MATCH NEW NO OFFSET(A.B.) Q o z N t m o EXPANSION JOINT SIDEWALK TO EXISTING z ~ n o (A.B.) w EDGE OF ASPHALT&INSTALL STA 14+g0 CONNECT Q o �I N = 1 TO EXISTING WALK W/1/2" y o DETECTABLE WARNING DEVICE I / EXPANSION JOINTOD 0 ( W m N (A.B.) w p(A.B.) 2 mm a a y a c al � C I 49 - -N- 0 O U'F C M Scoie: 1"= 20 i 0 im OPEAHANNEL + I >=a DRAINAGE DITCH 0 10 20 +o F o z ♦ �_ I W N m p a r?PN a Yi o N S O 8 m O 2 -0 f OKV RECORD DRAWING / W 17+00 /18+00 19+00 20+00 20+46 P. W.ao S890 57'41.77"W 184 .41' E- d w �` Utz d'WF cn STA 16+30-16+80 / ~A � STA 20+09 CONNECT OFFSET WALK 8LF NORT 6'WIDE CONCRETE WALK TO \ W AROUND EXISTING UT JUNCTION BOXES FSET W/"R ARC(A j) ISTING 10'WIDE q �. ARED USE PATHWAY (A.B.) d Od 9 3 3 3 3al�i 3 3 — OJ o"I o of — U I ' m w _ m � z cat w i �/ E� w I �� 1 Q. Scoie: 1"= 20 HH I m _ ' ' 0 10 20 40 Im �NTA 4 ROBERT J. MURRAY JR.* 10337PE RECORD DRAWING i 0 'm m e OMBN BY.•KMO CBBCKBO BYa_ 71 R/W A"ROM BY. MTB:IY-IT-t018 25-0" 10" VARIES VARIES EXISTING \ \ \ \ START PROPOSED WALK Q;� / z ig ASPHALT FUTURE TBC FUTURE GRADING \4. \MAX FUTURE ROAD 0 WX POPE (By OTHERS) \ \ `�IMUM � �ma<x 1 S \ / 40 6"THICK M-4000 CONCRETE \ \ < 1 W/FIBER MESH \ O i 3"MIN GRAVEL BASE \ \ >. y�y E Z <3 v NOTES: W m$ 8 CENTERLINE EXIST.ROAD TO FUTURE TBC=-0.31' x of FUTURE TBC TO START OF PROPOSED WALK=+0.09' Er O. w Y.y T• yY,�, Os O m O DURSTON ROAD SIDEWALK SECTION "�ys EX-Cl NTS E- U Wz Do O F. Wp E- F W �Aa a Wz A F E—G U E1 W 1FH lyl W *NTANA ROBERT J. -* MURRAY JR-*`= 10337PE E DURSTON SIDEWALK SECTION RECORD DRAWING DURSTON SIDEWALK SECTION6>'E�-! 0+50.00 1+00.00 AL 4770.00 4770.00 4770.00 4770.00 FUTURE GAD EXI3TINGG E -_ EXPANSI N ( P) EXISTING FENCE SEE DETAIL HIBIT C (,P) V1 4765.D0 EXISTIN ASPHALT PSECTION INFO ATION) - - 4765.OD 4765.00 4765.00 C \1\ 4:1 MAX SL PE TO -- K FUTURE BLVD 1MN(SLOPE TO 4760.00 GRADING DAYLIGHT POINT FEN ELINE 4760.00 4760.00 4760.00 e 3 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 DRAWN BY:EYo cHwKE6 Er. A"PROVED BY: DATE:1E-17-9013 DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 1+50.00 2+00.00 n 4770.00 4770.00 4770.00 4770.00 z cNi Q N O O O w N pp 4765.00 4765.011 4765.00 4765.00 m a ace fs, o d z i ( z _ o 4760.00 4760.01) 4760.00 4760.00 z p i O �N 94 Z pl p�j W p N m Ov W x Z 4755.00 4755.00 4755.00 4755.00 E" s 0 5 10 15 20 25 30 35 40 45 50 55 0 5 10 15 20 25 30 35 40 45 50 55 a �?PN a ry�ro N S O 8 m O II .I �7J f GAV DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 2+50.00 3+00.00 4770.00 4770.00 4770.00 4770.00 E- W 4765.00 4765.00 4765.00 4765.00 C) z cL o --- -- --- -- --- ------ --- - axW 4760.00 4760.01) 4760.00 4760.00 F a Tn d �[s]0 4755.00 4755.00 4755.00 4755.00 Z 0 5 10 15 20 25 30 35 40 45 50 55 0 5 10 15 20 25 30 35 40 45 50 55 � F W C A a Ca F_ DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION U 3+50.00 4+00.00 4770.00 4770.00 4770.00 4770.00 4765.00 4765.01) 4765.00 4765.01) --- ------ - 4760.00 4760.00 4760.00 4760.00 0-4 0-4 bid HH 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 ��1 �NTA N RDBERT J. -* MURRAY JR.* 10337PE DURSTON SIDEWALK SECTION RECORD DRAWING DURSTON SIDEWALK SECTION L L 4+50.00 5+00.00 4770.00 4770.00 4770.00 4770.00 C 3 E STING GRADE UT RE PC AD 4.1 MAX SLOPE TO US 4765.00 4765.00 4765.00 (TYP) EXPANSIO DAYLIGHT POINTS 4765.00 O EXISTING GRADE INTERSECTIO 1. (n,P) TETON AVE 4UE Lo (NOS)EWALK INSTALLAT ON) FUTURE BL GRADINI 4760.00 4760.00 4760.00 S EDETAILI EXHIBI c 4760.00 (VP S CTION INFORMATI N) d DRAWN BY.KKO 4755.000 5 10 15 20 25 30 35 40 45 50 554755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 CHKp(m B.e_ APPBOM BY:_ DATC 12-I1-9013 DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 5+50.00 6+00.00 $ z 4770.00 4770.00 ano.00 4770.06 d � e 4765.00 EXISTING FENCE 4765.00 4765.00 4765.00 (TYP) LL O6< 1 -- - --- - - --- - - - � �==a --- --- ------ 4760.00 4760.00 4760.00 4760.00 F (� mmm W a x z F 4755.00 55 0 4755.00 4755.00 4755.00 0. 0 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50 55 w Y,y T• yY,�, Os O _ O w OAvs DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 6+50.00 7+00.00 4770.00 4770.00 4770.00 4770.00 F CJ W 5 4765.00 4765.00 4765.00 4765.00 O a+z as _ -- - --- - --- -- - axe ------ --- - --- 4760.00 4760.00 4760.00 4760.00 F~a d dl W z 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 C E W a Q� E"1 DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 7+50.00 8+00.00 4770.00 4770.00 4770.00 4770.00 4765.00 4765.00 4765.00 4765.00 u J EXISTING GRADE INTERSECTIO I WI v (TYP) ELLOWSTONE AV IUE (NOS EWALK INSTAL LAT ON) l- 4760.00 4760.00 4760.00 4760.00 0-4 m 0H 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 ✓�1 W ,3NT%JR ROBE DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION MURRA . 10337PE 8+50.00 9+00.00 ft T[1�� 4770.00 4770.00 4770.00 4770.00 i 4:1 MAX SLOPE TO FUTURE ROAD DAYLIGHT P NT EXPAN ON 4765.00 (XIS ING ROAD 4765.00 4765.00 4765+00 EXISTING GRADE P) C FUTURE SLID y>j 4760.00 GRADING EDETAILI EXHIBI c 4760.00 4760.00 4760.00 C (TYP CTION INFORMATION) 4:1 MAX LOPE TO FE NCE LINE 77 4755.000 5 10 15 20 25 30 35 40 45 50 554755.00 4755.000 5 10 15 20 25 30 35 40 45 50 554755.00 DWN W.KBD CNKCKKD W: A►►BOYKD BYe RECORD DRAWING ":,K"-m" DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 9+50.00 10+00.00 4770.00 4770.00 4770.00 4770+00 n z Q N O O O 4765.00 4765.00 4765.00 4765+00 N = $ �m$a fs, o d z C1 F 0 4760.00 4760.00 4760.00 4760.00 � � F_ ?oz� C' Z D1- W .p 4755.000 rr-r-r-r-F-F-F . � 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 .�. z F � s a N S O 8 m 2 DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION I A. 10+50.00 11+00.00 4770.00 4770.00 4770.00 4770.00 4765.00 4765.00 4765.00 4765+00 W 1:4 z 0. o 4760.00 4760.00 4760.00 4760+00 C4 U E- x U w o 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 .may Wn- C z � F W � A_ in DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION (- 11+50.00 12+00.00 �--� U 4770.00 4770.00 4770.00 4770.00 4765.00 4765.00 4765.00 4765.00 AT 4760.00 4760.00 4760.00 4760.00 bid HH 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 W rR.U TART J. K MURRAY JR.*° 10337PE �OSTEDE� DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION L 12+50.00 13+00.00 4775.00 4775.00 4775.00 4775.00 Aa 3 " Z 4770.00 4770.00 4770.00 4770.00 C FIfNRE CAD SEE DETAIL EXHIBIT Ln O EXPANSI N _CAL SECTION IN ORMATION) EXISTING GRADE IN CTIO 1 WI MEAGHERAVE UE (T'P) FUTURE BLVD � (NOS EWALK INSTALLAT ON) G ~ GRADING 12 4765.00 - _- _ 4765.00 4765.00 - _ - 4765.00 � EXISTING GP.A EJ 7 41 MAX SLOPE T DAYLIGHT POINT DRAWN BY:KNID 4760.000 5 10 15 20 25 30 35 40 45 50 55 760.00 4760.000 5 10 15 20 25 30 35 40 45 50 55 760.00 cxBcxw Br:_ AP►wYw BY: DATE:I9-17-9013 RECORD DRAWING DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 13+50.00 14+00.00 z N N 4770.00 4770.00 4770.00 4770.00 d a O O O w N pp 11 MAX SLOPE TO FENCELINE 4765.00 _ 4765.00 4765.00 4765.00 o 0 E-' io<� 4760.00 4760.00 4760.00 4760.00 i I. o m N OI v W x F � s a 4755.00 4755.00 4755.00 4755.00 0 5 10 15 20 25 30 35 40 45 50 55 0 5 10 15 20 25 30 35 40 45 50 55 �?PN f ►N`r o N S O 8 m O 2 IIi 00J �R f DA4 DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 14+50.00 15+00.00 4770.00 4770.00 4770.00 4770.00 E- L) W 4765.00 - - - 4765.00 4765.00 --- -- - - 4765.00 C p] axe w .ari, 4760.00 4760.00 4760.00 4760.00 F Q In d1 W a 0Qo 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 E Wa Ca � F U DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 15+50.00 16+00.00 4770.00 4770.00 4770.00 4770.00 L 4765.00 --- - - 4765.00 4765.00 --- 4765.00 r L- HH 4760.00 4760.00 4760.00 4760.00 �y1 HH 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 4755.000 5 10 15 20 25 30 35 40 45 50 55 755.00 MpNTAN4 ROBERT J. B* MURRAY JR.*B 10337PE O DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 16+50.00 17+00.00 L 4775.00 4775.00 4775.00 4775.00 SEE DI TAIL1 EXHIBIT 4770.00 (TYPICAL SECTI NINFORMATION) 4770.00 4770.00 4770.00 DO FUTURE ROAD p EXPANS ON EXISTING GRADE P) m Z K 4765.00 -- -EXISTING _ LIG - 4765.00 4765.00 4765.00 7 FUTURE B O ENCE DAY O1M LOP7To POINTS 4760.000 5 10 15 20 25 30 35 40 45 50 55 760.00 4760.000 5 10 15 20 25 30 35 40 45 50 55 760.00 MEN BY:KBO CHOCKED BY:_ APPROVED BY: DATE:19-17-9013 RECORD DRAWING DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 17+50.00 18+00.00 n 4775.00 4775.00 4775.00 4775.00 z N Q N O O O w N pp 4770.00 4770.00 4770.00 4770.00 i d< fs, o d z >S N 4765.00 4765.00 4765.00 4765.00 F z p i C N Z pl 8" W In p N Ov 4760.00 55 �4760.00a76o.00 4760.0o 0 5 10 15 20 25 30 35 40 45 50 0 5 10 15 20 25 30 35 40 45 50 y �?PN a ry�ro N S O 8 O] O Il .i f DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION �70 G 18+50.00 19+00.00 4775.00 4775.00 4775.00 4775.00 F IIn'' 4770.00 InNI 4770.00 4770.00 p 4770.00 IIIL �"Z -- Q axe 4765.00 4765.00 4765.00 F4765.00 �'-a� d 't 7 "I'W 0 A 4760.000 5 10 15 20 25 30 35 40 45 50 554760.00 4760.000 5 10 15 20 25 30 35 40 45 50 55 760.00 0 f W a A_o E-F DURSTON SIDEWALK SECTION DURSTON SIDEWALK SECTION 19+50.00 20+00.00 4775.00 4775.00 4775.00 4775.00 4770.00 4770.00 4770.00 4770.00 cc �Ly 4765.00 4765.00 4765.00 4765.00 ` HMH bid 4760.000 5 10 15 20 25 30 35 40 45 50 554760.00 4760.000 5 10 15 20 25 30 35 40 45 50 55 760.00 W RECORD DRAWING STA 1+02.1 ' BEGIN 6FT ASPHALT PATH MATCH EXISTING GRADE FROM STA 7+19.3 GRAVEL SHOULDER (A.B.) (A.B.) BEGIN PROPOSED 6FT ATTACHED SIDEWALK STA 0+00 EST OAK S TREE� 25FT SIDEWALK ��� �A WEST OAK STREET P.C. INSTALL 183.2 LF 6FT ASPHALT PATH EXISTING 5FT SIDEWALK TRANSITION J of (A.B.) STA 6+94.3 y --- - -------------- CONNECT TO EXISTING 5FT ss SIDEWALK 01 EXISTING 10FT ASPHALT TRAIL + EXISTING GUARD RAIL APPROXIMATEPROPERTY LINE � APPROXIMAIF PROPERTY LINE INSTALL DETECTABLE RNI 30 GRAPHIC S 15 CALE 30 's SURFACE. SEE CITY d BOZEMAN (INSTANDARD'DETAIL Nq 02529—BA STA 7+75 1 inch KEao)ft. � � � REMOVE & RESET (A.B.) ( , EXISTING SIGN i CONSTRUCTION IMPROVEMENTS STATIONING DESCRIPTION STD. DETAIL 1+02.1 — 2+85.3 6' ASPHALT TRAIL 1 GENERAL NOTES 6+94.3 — 13+70.2 6' SIDEWALK 2 1. All construction work on this project shall be completed in *fie S 4; 3' CONCRETE WALL 4 accordance with Montana Public Works Standard Specifications, Sixth Edition, April, 2010 MPWSS and City of Bozeman Modifications 7+20 - 8+00 (A.B.) to the Montana Public Works Standard Specifications. 1 2. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to construction, as determined by the C.O.B. and the Engineer. 6.0' DELINEATE PATH ASPHALT TRAIL 6' SIDEWALK 1.0' GRAVEL PROPOSED 3. Access to residences and buisnesses along West Oak Street SHOULDER shall be preserved at all times. WITH 4" WHITE 4. The contractor shall notify One Call @ 1-800-424-5555 for STRIPING 21" THICK onsite utility location. All existing utilities shall be marked before ASPHALT MPX digging. WEST .1 2.00% MAX SLOPE SOUTH 9 —1L" MINUS WEST OAK STREET o 0 0 0 4. 5. The contractor shall maintain service of all existingutilities. OAK STREET o'o"o" "� - WASHED ROCK 4.1 SLOPE OR 2 00% MAXMA F Mqk If said service is damaged, thescontractor otrc r shall immeiately repair a o 0 0 0 0 0 0 0 0 0 0 0 0 0 o a a SLOPE TO CATCH gexpense. o000000000 00 __. _ Al RIGHT OF WAY 11 111 11 iy iy iy iy iy iy iy iy iy iy iy ``n ``n ``n ``n ``iy_ III = = 6. Contractor shall field fit existing grade for connections to LINE ,1 „1III=III— 6" THICK ( existing roadways. 7 7 !' / 4000 PSI CONCRETE zryzry 7. Contractor shall preserve all existing survey monuments. Any EXISTING 3 —1 MINUS survey monument disturbed or destroyed with out Engineers approval ROAD SECTION EXISTING EXISTING CURB WASHED ROCK to be replaced at contractors expense. GROUND 86 GUTTER COMPACTED SUBGRADE 8. Contractor shall not store topsoil onsite. All excavated topsoil shall be removed from the site at the time of excavation or wasted APPROX 5.5 at locations designated by the C.O.B. and the Engineer. 9. Stationing is along existing T.B.C. & for reference purposes only. � 6—FT SIDEWALK X—SECTION (A.B.) 6—FT ASPHALT PATH X—SECTION (A.B.) stationing does not relate to any other projects. NTS - NTS VERIFY SCALE! REVISIONS j0AY)n,, DRAWN BY: EAS PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY WEST OAK STREET SIDEWALK 9071.074 M 0 RRI S 0 N 2880 Technology Blvd.W. CHK'D.BY JRN REDUCED.LINE BELOW 14 Engineers Bozeman,MT 59771 =^ ''% NORTH 7TH TO NORTH 12TH AVENUE SHEET NUMBER MEASURES ONE INCH. Surve rs DAMES R. �% APPR.BY: JRN BOZEMAN MONTANA 1 Scientists :� NICKELSON w5 ORIGINAL DRAWING. � �� W� 02I2014 MAIERLE INC. Planners Phone:(406)587-0721 No.9063 PE DATE:=J DRAWING NUMBER MODIFY SCALE ACCORDINGLY! An Employee-Owned Company Fax:(406)922-6702 s�FGSTER�'� Q.A.REVIEW STATION 0+00-8+00 BY: 1 �� 1 N:\9071\074\ACAD\Road Masterl.dwg Plotted by ell a.Shuford on Feb/25/2014 COPYRIGHT®MGRRISON-MAIERLE,INC.,2.1 «<QNAL�„�� DATE: / RECORD DRAWING r 77NIVY . r' WEST OAK STREET (A.B.) STA 13+70.2 r , F C STA 9+17.7 CONNECT 6 FT WALK TO EXISTING J REMOVE & RESET STA 10+52.8, 11+14.7 CONCRETE ALLEY APPROACH yF EXISTING SIGN REMOVE & RESET EXISTING SIGNS AB STREMOVE 9& 1RESE0T END CONSTRUCTION ( ) PROPOSED 6 FT (A.B.) EXISTING SIGNS STA 13+62.5 SIDEWALK _ REMOVE & RESET 5 O (A.B.) + EXISTING SIGN O O - - - - - s4•.,t;; .. O 100"I'!STA 8+78 EXISTING CULVERT CROSSING SAW�CUT& REMO REGRADE EXISTING GROUND STA 10+10 - 10+60 EXISTING ASPHALT TO 10' B YOND TBC TO MATCH FLOW LINE TRIM EXISTING VEGITATION REPLACE W/ 6" THICK SID WALK & 0 EDGE OF PROPOSED WALK REPAVE REMAINING SECTIO TO MATCH STA 12+36 - 13+ 0 r�l A.B. XISTING GRADE SEE DET L TRIM EXISTING VEGI ATION (A.B.) TO EDGE OF PROP SED AL dopm �w r �+- APPRO IMATE y, PROPER LINES GRAPHIC SCALE 0 0 15 o ( IN FEET) � 1 inch= 30 ft. 6" THICK 4000 PSI CONCRETE PROPOSED 7 6' SIDEWALK 3"-1" MINUS WASHED ROCK 7.0' WEST OAK STREET f 2.00% MAX 4;1 Mqk 3'X3'X6' CONCRETE BLOCK ASPHALT TILT 5 DEGREES = 8.75% REMOVE/REPLACE REGRADING =IIIIIIIIIIIIIII EXIST. DROP CURB W/ V �� -IIIIII APPROXIMATE CATCH LINE MODIFIED ROLL UP CURB MATCH fi TI III 1.0' MIN EXISTING - III =III ASPHALT EXISTING =IIIIIIIIII =III=III=III 3" RISE EXISTING CURB II=III- III=III=III=III=III=III ?'7 GRADE & GUTTER Mq� 2.00% MAX ---- III III-II 11X1' 4" MINUS WASHED ROCK S40" WEST OAK STREET -- -III=III-III-III-III PROPOSED WRAPPED WITH GEOTEXTILE FABRIC. -I11-III=III=III=1I1=III=III=11 AT THE SECTION ENDS INSTALL 4" I I I-I I I-I I I 1 1 1 1 1 1 1 1 III III I I-III 3" THICK 1=1 1=1 I-III-III-I 1=1 1=1 1=1 -1 1 = 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 CORRUGATED H D P E PIPE THAT III=III=III=III=III=III=III=III= = - - - - - - ASPHALT DAYLIGHTS INTO THE DITCH. 3" MIN. PROPOSED 3' WASH ROCK SIDEWALK FREE DRAINING BACKFILL 6" THICK COMPACTED SUBGRADE RESIDENTIAL APPROACH DETAIL (A.B.) CONCRETE WALL DETAIL (A-B.) NTS - NTS VERIFY SCALE! REVISIONS DRAWN BY: EAS PROJECT NUMBER �bT A�q,,, THESE PRINTS MAYBE NO. DESCRIPTION DATE BY � _ WEST OAK STREET SIDEWALK 9071.074 REDUCED.LINE BELOW M 0 RRI S 0 N 28B0 Technology Blvd.W. CHK'D.BY: JRN MEASURES ONE INCH ON Engineers Bozeman,MT 59771 'h NORTH 7TH TO NORTH 12TH SHEET NUMBER Surveyors �-D JAM ES R. �% APPR.BY: JRN BOZEMAN MONTANA 2 ORIGINAL DRAWING $Clentists �x NICKELSON w' W DATE: 0212014 AIERLE INC. Planners Phone:(406)587-0721 �� No 9063 PE =i DRAWING NUMBER MODIFY SCALE ACCORDINGLY! d� ( ) s NFC/STEREO �: O.A.REVIEW STATION 8+00-13+99 An Employ—Owned Comp Fax: 406 922-6702 2 Pent `�q,S� �? BY: N:\9071\074\ACAD\Road Masterl.dwg Plotted by ell a.Shuford on Feb/25/2014 COPYRIGHT®MORRSON-MmERLE,INC.,zo�a '<<QNAL„"� DATE: / AE JR J. VO- MURRAY JR.*RECORD DRAWING 33 -ft]STE7N DRAWN By;WFS C^/ CHECKED BY:ASK APPROVED By:ASK DATE:DEC 30 2013 2 6.7 2 4.1' D `� y < - < ti I I a Z w `% 5' 1 1 c1 i I 1 I n - 1 1 Co. 61j`. 1 1 1\ 1 4j� y S3 1 1 1 tS• + 1 1 1 1 i ♦ ` 1 1 ��� ti9 I 9� 1 1 OO 1Ol m ♦ 00' (7 I 1 m �P L--- L ------- O _ m O 10100 / adp° oe \ REMOVE EXISTING INLET, INSTALL NEW z REMOVE EXISTING e CATCH BASIN, CONNECT O 1 F INLET, INSTALL NEW SO TO EXISTING STORM m s N CATCH BASIN, CONNECT \ / DRAIN LINE E- . TO EXISTING STORM W. CURTISS T W. CURTISS T GRATE F.L. = 100.00 ;,m N m DRAIN LINE. INV = 9720 N m GRATE F.L. = 99.92 . . w INV. = 97.15 = gii E� Z 0 D 10 SD a REMOVE EXISTING REMOVE EXISTING INLET, INSTALL NEW INLET, INSTALL NEW CATCH BASIN, CONNEC CATCH BASIN, CONNECT a s TO EXISTING STORM TO EXISTING STORM m DRAIN LINE. DRAIN LINE. GRATE F.L. = 100.03 so n GRATE F.L. = 99.96 ��'* C, INV. = 96.90 ��e o� INV. = 97.20 l 1 ♦ i r— 0 1 1 'A� ♦` � h 1 1 1 �-Q�♦ 1 � �� 1 E-4 I 1 1 1 I I 1 100' 1 I 1 E- I 1 i i 1 1 i W a - _I L ------ 5' 1 9 1 1 1 I � c � 5.5' i°Oo� - -- oO o �+ Z L9CIO 0] W 04 S. 7TH AVE & W. CURTISS ST. S. 6TH AVE & W. CURTISS ST. W E-1 z - N - SHEET No. 1 Scale: 1"= 10' El 0 2.5 5 10 OF 6 R RECORD DRAWING MURRAY OBERT J. MURRAY JR. I0337PE L DRAWN BY:WFS CHECKED BY:ASK APPROVED BY:ASK DATE:DEC 30 2013 � ' UJ -4 � ---- I - I I = 1 I 1 I = 1 I ---- __ ___- ---- I 1 D I 1 In __ I < ; 1 1 ————— I < i I z LA ► ��. ► ► ► IX ► 1 �' 41 � ► 1 --__----J z N CC m N m- I e. M0 m iC W O 0 < I O Z l Z m O aN� E- ZOZ aD W. ALDERSON ST W. ALDERSON ST w N $ m z F = d PN • vN�t N f O B m o = LARGE ROCK WITH LANDSCAPE -----—- STONES. RESET .� ,� ------- STONES AS NECESSARY ______- `. %` �� I . FOLLOWING CONSTRUCTION. i o�O i i i i �. i .' 1 ► ► 1 1 ► 1 ► 1 1 �° � � � i��� 1 ► F. z I 1 I I I I I I I I I C1, W Z A 0 0 0 S. 5TH AVE & W. ALDERSON ST S. 7TH AVE & W. ALDERSON ST. °° F C9 w Cn W F z - N- SHECET �NNoo.. 2 Scale: 1'= V C L 0 2.5 5 10 OF 6 RE "CORD AG �jIN N MURRAY JR. I0337PE L n DRAWN 81':Q WFSAS CHECKED BY:ASK APPROVED BY:ASK DATE:DEC 30 2013 I i i --- ---- ---- 5.2' - Cn 1 En 0 1 pro ---- 1 1 ► 1 ► 1 1 1 1 it % roq 1 �� ► 1 L _ __ _ ♦ CJ 1 1 �i � � �♦ 1 1 z a O 0 < I O Z 1 2 m O FZOZ � V pZj m m W N m f W. DICKERSON ST W. DICKERSON ST F d Q }O� LL1 4r w N f d J H P. m 6 V)* D 0 :i : EL 1 1 ♦ ♦�� ��� 1 1 I ,� i------ -_♦ ---------i 1 ► \\ ♦ I 1 1 1 6' ♦ ♦ � I�O� 1 1 ♦�� ♦�' E-' 1 1 1 / 1 1 1 1 ��� ♦ I �� h 1 1 � •s� 1 IQ 1 1 O L_ F, f A 3.0' I 1 I I � o 00 O C9 U S. 5TH AVE & W. DICKERSON ST. S. 7TH AVE & W. DICKERSON ST. CIO W E-1 z -N- SHEET No. 3 Scale: 1.= 5' E3 0 2.5 5 10 OF 6 M NTANA ROBERT J. DRAWING cn Do MURRAY JR. RECORD to 0 0 I0337PE L ———— DRAWN BY:WFS 5' CXECKED BY:ASK APPROVED BY:ASK 1 - CnDATE:DEC 30 2013 Cn 5.5' ti� a UT 9 99 5 -_- 1 D _ 1 I m I I m (, I 1 N 1 1 1 1 I 00 I 1 0 1 1 1 1 1 SJ I _ _- LAg ♦ ♦�` i i -- 1 cl TeC� 1 ► LL ♦ (5' 19 I ♦� 1 1 � �7 I 1n I 1 1 1 1 � � 1 I 1 m 1 L ` --------- ---- 0NCRETE FILLET 'o d N LANDSCAPED ROCKS & o �� 000°°, o PERENNIALS `°oo�" RESET ROCKS AS \ 10 REMOVE EXISTING p r o x NECESSARY UPON REMOVE EXISTING ,o° e INLET, INSTALL NEW 0� m < COMPLETION OF INLET, INSTALL NEW sa o W. STORY ST CATCH BASIN, CONNECT D�, o d z CONSTRUCTION. CATCH BASIN, CONNECT \ TO EXISTING STORM O Z ; z TO EXISTING STORM DRAIN LINE. rZ m s N D 15sD DRAIN LINE. GRATE F.L. = 100.0 F w-o<i REMOVE EXISTING INLET, REMOVE EXISTING INLET, GRATE F.L. = 100.16 W. STORY ST INV. = 96.60 =m m.. INSTALL NEW CATCH BASIN, INSTALL NEW CATCH BASIN, INV. = 96.90 N m CONNECT TO EXISTING CONNECT TO EXISTING 15SD 1) REMOVE EXISTING w STORM DRAIN LINE. STORM DRAIN LINE. INLET, INSTALL NEW F o GRATE F.L. = 100.20 / GRATE F.L. = 100.20 REMOVE EXISTING CATCH BASIN, CONNECT INV. = 96.90 65p INV. = 97.00 INLET, INSTALL NEW TO EXISTING STORM PN Nr� CATCH BASIN, CONNEC DRAIN LINE.61 do ' 1no TO EXISTING STORM / GRATE F.L. = 100.20 N ' °�4 DRAIN LINE. INV. = 96.80 m (700 J 79 GRATE F.L. = 100.10 0�`J-7l ----------- - 100.50 ------------— ,00 ' INV. = 97.00 (,o / ('Do15 so J�J cn 7 1 1 ` I1 0.73 000 1 1 1 �/ --- -------- —, TBC) 73 TBC 0p oQ; 7 h 1 1 1B ------------- - 3 lgC 1 1 1 ► 6 I R6.5' 1 i i 1 1 �00 63 Tech 1 h i i 1 s• ♦ 1 o y O I 1 1 1 1 1 ► 1 LANDSCAPED WITH 1 Y 1 ► ; 'oo 1 ► ROCKS & PERENNIALS 1 ; , Al o --- 5 1 r; S� RESET AS NECESSARY ; ' F 1 0,0 0' 1 1 1 I UPON COMPLETION OF L/] 1 1 CONSTRUCTION. 100.3 1 1 1 1 --- 1 106 1 1 70 04 I 1 100 5� O 4.8' - - - I ,p0 50) 1 98 p� F I , I 1 � 5' I 1 --_ 'oo W z �- --- [� a ---- - -J F ' ` C i v 2 5' ---- Q NE z m W S. 6TH AVE & W. STORY ST. S. 5TH AVE & W. STORY ST. m w E- z - N- SHEET No. a Score: 1"= 5' E 4 0 2.5 5 10 OF 6 U) M NTANA RE U O RD D RAW G ° ROBERT J. MURRAY JR. I0337PE L DRAWN BY: WFS CHECKED BY:ASK V) APPROVED BY:ASK TU J DATE:DEC 30 2013 N r. D D En5' < _ 6 0 i m No 5' — 1 1 --_ W o: - / 0 1 o i So ♦ n i ♦ ♦ 5' i I ♦ ♦% i OW 1 II ♦` �♦ 1 Z a 1 I � �♦ 1 ��d11 N coo CQ O Z i z g 0 INSTALL RAMPS AT ALL F CORNERS AS PER o o$ STANDARD DRAWING N m s W 02529-8 z USE 2'X4' DETECTABLE WARNING PLATES. PN • vN�� W. HAYES ST Oco B o XISTING CURB & GUTTER (TYP.) co W d r - a 1 % ♦♦ II 1 W a % 10 1 F—I f d ♦ ♦ / z i ♦♦ ♦ 5' i U 2 A SIDEWALK i i z Z O 5' S' Z E-1 —N— w x w cn F ° z SHEET No. 5 Stole: 1'. 5' 0 2.5 5 10 E 5 OF 6 MUR Y aTTA RECORD DRAWING J Q DRAWN BY: WFS LJ CHECKED BY:ASK 0 APPROVED BY:ASK 1n INSTALL DATE:DEC 30 2013 5' TYP. EXPANSION JOINTS AT REMOVAL CONCRETE REMOVAL Q VARIES DOWEL FLARES AS PER Z LINES (VARIES) STANDARD DRAWING 02529-8 0 o 0 MATCH TO EXISTING CURB & - , � E 1PAVEMENT I I I 2% MAX i I EXPANSION JOINT ry 1:12 MAX SPOT ELEVATION N 1:20 MAX o I (EXISTING) Z SIDEWALK I 00 I ` 700 ,5S�� --- __ _ I 1 1 I PROPOSED INLET m a o 1 1 1 1 (STANDARD DRAWING o z` 2'X5' DETECTABLE j j j j i 02720-lA) O Z! Z o WARNING PLATES (TYP.) 1 i PROPOSED RAMPS 1 SPOT ELEVATION 1 1 i y m;s N ry PROPOSED 1 1 I E� ?o e 6" CONCRETE ( ) t I � Z m m^ 1 1 1 m N m CONTRACTION JOINT W EXISTING CURB i 1 1 ��'� I E" 1 1 � 1 1 I I I N • vNr �� I I EXISTING INLET �� ------------- -----j TO BE REMOVED o ' _ � —PROPOSED INTERGAL m e L__________ _ CURB & GUTTER CONCRETE So 1' TRANSITION 1' TRANSITION EXPANSION JOINT FILLET DROP CURB (STANDARD DRAWING 02529-2) TYPICAL CORNER \ TYPICAL RAMP DETAIL DETAIL WITH STORM DRAIN INLET 1"=5' (1/2 SIZE) 1"=5' (1/2 SIZE) 2'(TYP.) PAVEMENT REMOVAL (VARIES TYP.) 2'mm an LINE a SIDEWALK W a z � � d E- z W BACKFILL CURB WITH d" A CLEAN TOPSOIL, TAMPED REPLACE PAVEMENT WITH 3" GRADE IN PLACE. SEED ALL B PLANT MIX. TACK ALL EDGES. 00 DISTURBED AREAS. C9 RESTORE BASE WITH 1.5" MINUS, CRUSHED GRAVEL, COMPACTED PER MPWSS 02234 3.3 NEW CURB & GUTTER. EXISTING VERTICAL CURB TO BE REMOVED. (TYPICAL) SHEET No. 6 CURB REPLACEMENT DETAIL NTS E 6 OF 6