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HomeMy WebLinkAboutN 27th Ave expansion X O 7 1 - - :HELBY .HARE '7 - L N 2 7 T H AVE EXPANSION NANJSPELL — I "GOW l ~ �L L l r BOZEMAN MONTANA l � GREAT FALLS I � \ �\ J �.. dGLEND F, �'SS°° H L 'B ' ROAD AND UTILITY PLANS - 1 J` ELE � L, MILES TY ` , BUTTE L t BOZtMA� BIG R B�LI - - 1. HARDIN N aia I s I 1 �IGSIKY r r C SHEET INDEX 2 DaLON RE OWE — SHEET N0. TITLE G-1 COVER SHEET SHERIDAN G-2 GENERAL NOTES, PROJECT LEGEND AND BENCHMARKS VICINITY MAP E-1 DEMOLITION PLAN NOT TO SCALE C-1 ROAD & STORM PLAN AND PROFILE BOZEMAN , MONTANA C-2 STORM PLAN AND PROFILE GR-1 GRADING PLAN C GR-2 GRADING PLAN GR-3 GRADING PLAN a I S-1 SIGNING AND STRIPING PLAN E, EC-1 EROSION CONTROL PLAN AND CONSTRUCTION ROUTE — _ — — _ EC-2 EROSION CONTROL DETAILS anzlel LnrrE jL — — — — — — _ — 41 NOT PART OF CONTRACT L 2 STREET r I� 1®�IO1Y oam dwouveB^B S D-1 TYPICAL ROAD SECTIONS & DETAILS PREPARED FOR: CITY OF BOZEMAN, MONTANA ENGINEERING DEPARTMENT g 20 E. OLIVE STREET PO BOX 1230 ACE ^ \ " "` `"'� THIS PROJECT BOZEMAN, MT 59771 0 RECORD DRAWING PREPARED BY: z p� AUGUST 2017 O 7aCHk%E LAIR WAY I APPROVED BY: BOWL N \ 090 Stadium Drive Bozeman,Montana 4 06-586,8834 www.tlawlhkm comcom K ALAIE • _ \ \ 111///// N P. FISCIIER 40672 PE Project Engineer It Il DOWL �, lacer mwr PROJECT 4524.11748.01 DATE AUGUST 2016 o � I CENTER OF S. 2 d I I SHEET I I I G- 1 } x m x GENERA L NO TES: x 1. THE LOCATION OF EXISTING UTIL177ES SHOWN /S APPROXIMATE AND THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, 17 EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. o CONTRACTOR SHALL FIELD VERIFY PR/OR TO CONSTRUCTION THE CONTRACTOR /S INCLUDING, BUT NOT L/M17ED TO, DETOURS S/GNAGE, AND FLAGGING PERSONNEL. z REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ALL EXIS77NG 18, ALL UTILITY TRENCHES SHALL BE BEDDED, BACKFILLED, AND `J U77L/TIES. 9. ROAD SIGNS SHALL BE INSTALLED /N COMPLIANCE WITH THE CURRENT fD17701V COMPACTED PER MPWSS STANDARD DRAWING NO. 02221-1. Z OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). o 2. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM 19, ALL CURB AND GUTTER SHALL BE CONSTRUCTED PER CITY OF a THOSE INDICATED ON THE PLANS OR /N THE SPECIFICA 77ONS, THE CONTRACTOR 10. ALL EMBANKMENT MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH BOZEMAN STANDARD DRAWING NO. 02528-1. z �-' SHALL NOTIFY THE RESIDENT PROJECT REPRESENTATIVE (RPR) PR/OR TO THE SECTION 02230 OF THE MOST RECENT ED177ON OF MONTANA PUBLIC WORKS o W PERFORMANCE OF WORK. STANDARD SPECIFICA770NS. 20. ALL FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF BOZEMAN Ln > J. ALL CONSTRUC7ION SHALL CONFORM TO THE LATEST ED177ON OF THE 11. LIMIT CONSTRUC770N AND SUPPORT AC77WTIES TO THE CLEARING LIMITS. STANDARD DRAWING NO. 02660-4 AND Na 02660-5 WITH STORZ MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) AND THE CITY OF CONNECTIONS AND HYDRANT LOCKS. RECORD D RAW I N G BOZEMAN MODIFICA77ONS TO MPWSS, UNLESS INDICATED OTHERWISE ON THE 12. ALL EXCAVA77ON SHALL BE PERFORMED U77L/ZING MAD177ONAL EXCAVA77ON 21. STREET MARKERS, REGULATORY SIGNS AND DEAD END BARRICADES, CONTRACT DOCUMENTS. ORDER OF PRECEDENCE SHALL BE CITY OF BOZEMAN MEANS (BULLDOZER, EXCAVATOR, ETC). BLAS77NG SHALL NOT BE PERMITTED. SHALL BE INSTALLED PER CITY O Y SIGNSN STANDARD DRAWING N0. MOD/F/CA770NS, FOLLOWED BY MPWSS. 09810-1, 09810-2, AND 09810-4 . AUGUST 2017 13. ANY REMOVED STRUCTURES SHALL BE DISPOSED OF OFF THE SITE IN A 4. CONS IRUC 77ON SAFETY AND SAM TA 77ON FACIL/77ES SHALL BE PRO LADED BY LAWFUL MANNER. THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR. 22. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN 14. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE RPR WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL a 5. 7HE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY PRIOR TO THE FINAL ACCEPTANCE ONLY. FROM DAMAGE DURING CONSTRUC770N. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, USING WATER OR 23. THE CONTRACTOR SHALL NOTIFY THE WATER DEPAR7MENT A MINIMUM 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAC77NG ANY AND ALL OTHER METHODS APPROVED BY THE RPR. OF 24-HOURS PR/OR TO BEGINNING ANY WORK. U77LI77ES IN THE AREA PR/OR TO BEGINNING ANY WORK ON THIS PROJECT. 16. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS, PIPE SIZES, LENGTHS, 24. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING N�1j1�1'/a33��,,� 7 THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT THERE /S CORRUGATTONS, AND MATERIALS BEFORE ORDERING. CONNECTIONS.. �� P.-••""'••,N/�j MINIMAL DISTURBANCE OF THE USE OF CITY STREETS AFFECTED BY THE WORK. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER AND PROJECT 25. ALL DISTURBED AREAS SHALL BE RE-VEGETATED. ENGINEER /N PLANNING SUCH TRAFFIC CONTROL. OAK S7REET SHALL REMAIN OPEN THROUGHOUT THE DURATION OF THE PROJECT. v 0 r SUR VE Y CONTROL 8 � Y PROJECT HORIZONTAL DATUM: ASSUMED £ PROJECT VERTICAL DATUM. § � W.W. DATUM=C/TY OF B02EMAN-0.72' E N O o CP#3402 CP#2080 m �4753.26 CP#2174 474201 J SURV NIT ®AROW BOLT SURV ARROW-BOLT a� N=17972728.657 N SURV SURV ARROW-BOLT N=180613.687 o E=145289.143 N-180147.745 E=145313.865 c� E=145300.440 D w Q i 0 - - ~ W WLLJ E w 2 b Q w W W W N � o Y Z 10 4759 72 of 0 759. W � SURV FH NIT BARROW BOLT CP#2014 o� N=179305.404 CP#1 = 4743.14 o E=145401.655 4747.80 CP#2 CP#3 Q SURV ARROW-BOLT N N=179899.SURV P152 PC 474&07 4741.23 = E= 180413.920 a SURV RPC C&H-50 SURV X-IN-WALK V o E=145408.924 N=179894.301 N=180560.043 U E=145527,719 E=145418.389 ~ Z o W d w s J Z w O U w O GENERAL PROJECT LEGEND COMMON ABBREVIA TIONS x z wa o EXISTING I TEMS NEW I TEMS Z A D ALGEBRAIC DIFFERENCE INV. INVERT � N Q �.� BVCE BEGIN VERTICAL CURVE ELEVATION I.E. INVERT ELEVATION = 0 w s - -4725- - EXISTING GROUND INDEX CONTOUR NEW SIGN NEW UTILITY EASEMENT BVCS BEGIN VERTICAL CURVE STATION INV. EL. INVERT ELEVATION m m ll�_ C.B. CATCH BASIN LT LEFT 0 EXISTING GROUND MINOR CONTOUR ® NEW SEWER MANHOLE NEW LOT LINE N Z CL CENTERLINE L.F. LINEAR FEET Z J EXISTING EDGE OF ROAD -S- NEW SEWER LINE NEW PUBLIC RIGHT-OF-WAY COB CITY OF BOZEMAN MH MANHOLE Q x ■ EXISTING POWER POLE NEW SEWER SERVICE -- --- NEW ROAD CENTERLINE C.O. CONTRACTING OFFICER OHP OVERHEAD POWER Of W OE EXISTING OVERHEAD POWER NEW WATER SERVICE © NEW TRANSFORMER C.O.R. CONTRACTING OFFICER PC POINT OF CURVE Z REPRESENTATIVE W ?' PT POINT OF TANGENCY Ur EXISTING SIGN N NEW WATER VALVE =(�E= NEW ELECTRIC/GAS LINES CP CONTROL POINT PVI POINT OF VERTICAL INTERSECTION IaO EXISTING SEWER MANHOLE �. NEW WATER LINE MJ BEND �- NEW LIGHT POLES CMP CORRUGATED METAL PIPE PP POWER POLE 5 EXISTING SEWER LINE NEW WATER LINE TEE Yam! NEW PEDESTRIAN RAMPS K CURVE COEFFICIENT RPR RESIDENT PROJECT ENGINEER DH DRILL HOLE SW SIDEWALK EXISTING WATER VALVE Fp NEW WATER LINE CROSS EDP EDGE OF PAVEMENT S= SLOPE } EXISTING FIRE HYDRANT Y NEW FIRE HYDRANT EL. ELEVATION SD STORM DRAIN PROJECT 4524.11748.01 W EXISTING WATER LINE -W- NEW WATER LINE EVCE END VERTICAL CURVE ELEVATION TBC TOP BACK OF CURB DATE AUGUST 2016 1, © EXISTING TRANSFORMER ® NEW STORM DRAIN MANHOLE EVCS END VERTICAL CURVE STATION (TYP) TYPICAL FL FLOWLINE UG-PWR UNDERGROUND POWER - o, G EXISTING GAS O NEW STORM DRAIN DROP INLET FT FOOT UG-TEL UNDERGROUND TELEPHONE SHEET EET EXISTING LIGHT POLE NEW STORM DRAIN LINE GA GUY ANCHOR VC VERTICAL CURVE IN INCH G-2 v I J I a I REMOVE 63 LF STA: 5+86.35 W I EXISTING CURB & GUI 28.00' (L) a . REMOVE z R4-7 24"x30" AND POLE STA: 5+23.79 1 of Y z �„ I I Z U I- BASE 27.96' (L) U �m O¢ � I w l END SAWCUT g u �0 z W REMOVE 22 LF OF REUSE I ST : 2+57.39 EXISTING CURB RADIUS w REUSE Z R7-1 t8"x24" Z I j w I Z R2-1 24%30" Q 27.93' (L) REMOVE 140 LF OF 4" O SAWCUT AND REMOVE D a E IN SAWCUT DOUBLE STRIPE YELLOW (EXISTING SIGN z } y w 80 SF OF EXISTING w Q I U O� 1 REMOVE 4" DOUBLE N REMOVE 80 LF OF 2 p w MOUNTED ON Z¢ 'a�i STRIPE YELLOW EXISTING CURB & GUTTER ASPHALT PAVEMENT U tO REMOVE 188 LF OF 8" J POWER POLE) a W Q a LLO 00 SINGLE STRIPE WHITE p I REUSE w v = I o DEL T R m REMOVE 4" DOUBLE a U rn SAWCUT 267 LF O R7-1 18"X24" n �Z STA: 9+27.46 > U STRIPE YELLOW m� I- w REMOVE PAVEMEN OF ASPHALT _1--� W -- 27.s2 L R7 U1SE8"x2a" z MARKING SYMBOL - STA: 10+07.40 REMOVE S OPDE \` 27.97' (L) L ■ ``OP*u�a33'y'i It - -_ - -_\- - -_ - \ w — v� mae`z: 5_+00 i +00 _ 7+00 i .8+00 2J+Q - -- - ) �� - -, of - - - 1€ \ - - W 10+00 11+00 - - - 0 W — N7'39 00 E - - - �� - - 12+00 13#0D _ 1 00 fn = ''niiinimP - -_ _ - - - - - l - - w — REMOVE T REMOVE ONE —� - =====1== - - - - - - = - Z PAVEMENT WHFTE I \ \ - - - - - - - - - - - - - --- - - -- - - -- -- _ m8 STA: 1+00.00� ' MARKING- - - - - - - -TIELINEATOR - - -_ __ - - -- - n r �- SYMBOLS 7 - ______ _ _ - - �vll FIRE HYDRANT o U N=17 257.7070 - __ - _ VALVE/PER - REMOVE - _ © o ADJUST WATER E=14 344.4279 SAWCUT 267 LF r �nZ �z COB STD DWG No. 02213-2 OF ASPHALT i - i i � � E EDGE OF EXISTING rm< -O REMOVE (y) BOLLAR n ' ASPHALT o REUSE a ADJUST WATER VALVE PER / m z SAWCUT AND REMOVE Im= zZO COB STD DWG No. 02213-2 Im< C] R7-1 18"X24" z � 5635 SF OF EXISTING G-3 _ _ - - - - - • REUSE ASPHALT PAVEMENT ADJUST WATER VALVE PER REUSE ADJUST SEWER IPER COB - .•'.�. R7-1 18"X24" STD DWG No. 02213-1 COB STD DWG No. 02213-2 R7-1 18"X24" REMOVE E RECORD D RAW I N G DEAD E (D)BARRICADE 0 y AUGUST 2017 � e wi ZI -- U I m ' I — — -- -----, W — — — — — — — 1 Z = W I U� �i ar HILZ N rl w I O_ W U I w Z I I N 27TH .� % ¢ (n ito wl o m > Z ' ml REMOVE 4" DOUBLE STA: REUSE R1-127+02.72, 130?X 0) Q O —1 STRIPE YELLOW DOUBLE REMOVE 4" DOUBLE W STRIPE YELLOW REUSE D3-1 (4) 1J 0 I Z of = HI STRIPE YELLOW w w _ — — — — I xz - - m w Q o w g - =- �> - - - 0 — - w 2 Q i 00 w Q N Z - - I + I- + - - -� _�— - I - I _ 19+ _ 23+00 - - --1- - - o -T- - - I -I 0 27t6 - - Z REMOVE CONCRETE - - - Z O © JERSEY BARRIER - _ 1-- n REMOVE CONCRETE REMOVE CONCRETE - J JERSEY BARRIER JERSEY BARRIER O a3S0�0 REMOVE CONCRETE ' ad02� JERSEY BARRIER 2i 00 REMOVE REMOVE CONCRETE o _ \ o JERSEY BARRIER Q N 0 0 0 R11-2 30"X48" O O m D in Q N ° REMOVE J p p O O _I R11-2 30"X48" U U REMOVE REMOVE i R11-2 30"X48" G R11-2 30"X48" REMOVE I PROJECT 4524.11748.01 R11-2 30"X48 DATE AUGUST 2016 NOTES: - I 1. FOR SIGNS DESIGNATED AS REUSE, SEE SHEET S-1 ©oowIL 2076 r. FOR PROPOSED LOCATIONS. 50 0 50 100 sHEEr el SCALE IN FEET C_�I n G 1 x m F x F- X x PIPE SLEEVES PIPE SLEEVES LL W STA. 2+75 0.0' R 27 LF STA. 10+25 0.0' R 26 LF END CL X TH CONSTRUCTION w STA. 2+75 22.0' R 8 LF STA. 10+25 22.0' R 8 LF MATCH EXISTING I O z U STA: 14+00.00 w W Q STA. 4+75 0.0' R 26 LF STA. 11+75 0.0' R 26 LF N: 180557.17 I Z w � d STA. 4+75 22.0' R 8 LF STA. 11 +75 22.0' R 8 LF W E: 145381.86 W F Y W STA. 6+25 0.0' R 26 LF STA. 13+25 0.0' R 26 LF Z Z a o (n Z STA. 6+25 22.0' R 8 LF STA. 13+25 22.0' R 8 LF Y 2.67' SAWCUT O STA. 8+75 0.0' R 26 LF O w w W STA. 8+75 22.0' R 8 LF NN INSTALL CB 31.56' R = W UJ INSTALL 531 LF J COB STD DRAWING U I w ® �o W 6" PIPE SLEEVE Q - SPILL CURB. MATCH m TYP No. 02720-1A = — EXISTING PAVEMENT Q m V I a_ m ON WEST SIDE OF U INSTALL CURB LF STA: 13+12.42 15.25' R MEDIAN SPILL CURB N1'39'00"E INSTALL 445 LF ~ -------- o- Q SPILL CURB INSTALL NEW FH I (o n N FG EL: 4741.69 W,a N � N Z � 00 Q \ \ Z 1+00 OE OE w)E - O _ -1 -277H \ w N F=- - I- - - f — - -- - - W i f - U Ld INSTALL 7,470 SF STA: 6+40 11.50' R INSTALL CB 1 EXISTING WATER CONCRETE SIDEWALK MATCHMAIN STORM DRAIN EXISTING COB STD DRAWING , PAVEMENT No. 02720-1A SEE SHEET C-2 / ON e ADJUSTED CUT/FILL LIMITS crn $ NEW PUBLIC USE �\ N I r SIDEWALK w BEGIN CL 27TH CONSTRUCTION EASEMENT — r ��' TO MATCH STA: 10+20 11.50 R STA: 1 +58.70 ' NEW TEMPORARY o 1 CONSTRUCTION EXISTING. � N: 179316.39 INSTALL 1,141 LF, INSTALL CB 2 _ - - - - PROPOSED POND o EASEMENT r E E: 145346.08 D-1 24-FT WIDE ROAD COB STD DRAWING i --L _ _ TRANSITION SECTION No. 02720-1A ` 1' EAST. m Q J INSTALL 1,135 LF Z CURB & GUTTER 50 0 50 100 0 SCALOnaE., IN FEETRECORD DRAWING AUGUST 2017 l t ci wII 47704770 i +c a 4765 _._ ui 4765 Qw v N az m w V) wwo4760 b 4760 uy m 1\ Um. > � o U In + aa IF FINISHED n in w o w LL= m O GROUND r Z OWJdat�f - .30q a m . . . N 4755 04755 I .. . Q _ 06J 0 W of K t � Z Z C w c) w PF i � J5% m wQnjllZxI UV 47504750 " s> EXISTING GROUND : 39q w a0 > WNO00 Q LOa-T.20% w c O � 4745 �4745 . . w a Oq1L c� PV£ QZ< 4740 4740 O : STALL 352 LF1 Of PVC0 . 2% 30" 4735 4735 . . . . . .. .. N 27TAVE APPROXIMATE 1"=50' HORIZ HYDRANT 1`5' VERT WATERLINE CROSSING 4730 4730PROJECT 4524.11 74g8.01 M O O DATE AUGUST 2016 00 - < O ro 00 Oo co rn n ( Oa O Ln r! O! 00 L0 7 (V Ln 0r r r- r, n a1, ©oowL 2016 C0 U 00 cU 00 00 U 0 c0 C SHEET wL, wLi wL, wL_ w L w W w W w L, W U- ^ a 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+00 C_ 1 N } m x x x X r V Z O F a N Z Q � W 5 � W K F Q O RECORD DRAWING ---- 5 INV.=4737.00 INSTALL AUGUST 2017 ..... ♦♦`P*. ; — _ FLARED END SECTION ♦ -dSOHA HE LANE U Nmp:Q� m o al o g-'vOJ 0 1+00 h+50 �sy' ,.,PRoF`�p of I ] n CB-3 SEE SHEET C-1 II -il 1 0 E NEW PUBLIC USE �yN EASEMENT I U � NEW TEMPORARY \ 3 ` CONSTRUCTION 5 i EASEMENT `c 50 0 50 100 a SCALE IN FEET Q E J � o 4760 4760 a 0 i 0 4755 ....... .......:....... ....... ....... ....... ....... ... 4755 s N � M N w t0 N n r n 0 4750 o^e a 4750 + II rn INV.=4737.00 INSTALL Ll1-30 W J Z O FLARED END SECTION Z J M w - O 0 4745 ....m .N�� ZZ -._. ._... ... 14745 z O EXISTING GROUND Q fY a_ X Z 06 4740 4740 w Q Z j w - 473 .00 ` FINISHED GROUND Q N O F- 0] 2 4735 _..... .......:... .. ....... ....... .......'_......;... 4735 r N O INSTAL Z Cn 40 LF 15" PVC; a ® 0.t 3% 4730 4730 3 O 4725 .......:.......:.......:.......:....... .......:.......:... 4725 CB 3 i 1"=50. HCRIZ 1":=5' VE T PROJECT 4524.11748.01 4720 p 4720 DATE AUGUST 2016 a o a a n �O BOWL 2016 SHEET e �^ v ^� •t w Li w lei 0+00 1 +00 C-2 } x m x x x x 0 � Z - O - F= a Z Z U O � Vl p tY LU Q Q LU a > L.I_I LU �� O Y U) Q W F• Q = NgH%a. 2.67' SAWCUT MATCH 0 EXISTING PAVEMENT 5+14.92 17.70' (L) !�2 E TBC ELEV= 4753.00 E _ 5+79.49 20.51' (L) 3+15.26 25.95 (L) MATCH TBC ELEV= 4752.16 2+57.30 25.93 (L) TBC ELEV= 4755.65 EXISTING 5+08.26 26.00' (L) 5+86.35 26.00' L TBC ELEV= 4752.97 ( ) TBC ELEV= 4756.42 ® ANGLE POINT N 27TH AVE PAVEMENT tea , MATCH EXISTING °tea MATCH �> TBC ELEV= 4751.95 � � N m MATCH EXISTING \ $/,, n EXISTING MATCH EXISTING � ' � o PAVEMENT 2+56.67 12.10' (L) 3 OE TBC ELEV= 4756.42 of - pE 4jSS 4> - - - - -___ W > MATCH EXISTING ' T- OE OE � OE OE 54 OE ' ;O.El 7.0' - - - - - - - - - 7.0' - - - - - - - - - - W of - -� - �E - _ -_ � 3 o W 3+00 - - - A�5 / - 1+58.60 19.00' O MATCH N W a _ W _ W _ LU 5+08.16 11.98' (L) + �51 W 0 SW ELEV= 4757.23 ' H - TBC ELEV= 4753.00 5 00 uU �50 U) o w EXISTING W ' ` 7 ' W o s 'a MATCH EXISTING , - -�- u, __ N VF PAVEMENT 5+86.26 12.00 (L) - - -r Z ;TBC ELEV= 4751.83 C J _ - - - - - - - - - l •\ \ 1 2+65.38 13.01' (R) - - - Q 1+58.16 25 00' (R) / TBC ELEV= 4755.63 - _ _ - - - - - _ _ SW ELEV= /4757.17 MATCH EXISTING ' 3+15.38 12.00' (L) o MATCH EXISTING I - ' - - TBC ELEV= 4755.67 - - - - - - w o _ ® ANGLE POINT \ 3+15.40 12.07' (R) _ _ - - - - - - - - - - \\ TBC ELEV=/ 4755.00-® ANGLE POINT - - - - - - - - - - - - - , - Z _ _ NEW TEMPORARY O - - - - - - - CONSTRUCTION Z s EASEMENT Z Q Q d wl W Q C7 a W Z W = Np m U r` 0 N n s Z V V N o C O O V (Y RECORD DRAWING A �T 20 PROJECT 4524. 20 6 < Q' A 1 DATE AUGUSTST 201 i C 50 0 50 100 ©BOWL 20 r SCALE IN FEET SHEET GR-1 a } 0] J Z O F a_ N � Z U O N W N p w N W F Q W Z > -44 Q N W _J LLJ W P._.._......,..!� LLJ `c. N w a dic•. 00 O 9+34.43 19.57 TBC ELEV= 4747.27 10+00.45 19.35I (L) !g E TBC ELEV= 4746.32 m l _ m 9+27.60 25.93' (L) — LU N 27TH AVE TBC ELEV= 4747.17 4j16- _ O 4j J m W -MATCH EXISTING MATCH 10+07.40 474 L a LLI EXISTING TBC ELEV= 4746.15 4>4s _ N PAVEMENT MATCH EXISTING U) - - - - -- W - OE 1J� - - - - - - - - - - - - - - - - - - - - ' c") W _ _OE—�- OF _ _ - - f � � (n - - - - - 0E- - - -pE- - - - - - R7e OE - O€- - R - - - - - IR LU - �If - - -0E - - -0E - - - - - - - - - - 0E - - o t9 $ - OE - - - - -0 -or Q E p Lu E +• r 8+� Lu w 4� +00 w _ _ 4146 10+ a� 'S ' Lu o m w g9 - N �— 9+27.48 2.00' (L) w — / �—w w 11+00 12+00 �3 w Q TBC ELEV= 4747.07 / 10+07.40 12.00' (L) TBC ELEV= 4746.11 ' (n i� ' W Z _ _ _ - - - - - — - - - - - — — — — — — — — - - - - - - - — — — — — — — — — - - - - ' U - - - - - _ _ _ - - - - - - - - - - - - — — — — - — , - - ---- - Q _ � I — _ Z / NEW TEMPORARY i j/ CONSTRUCTION Z Z s EASEMENT I 0- J ' I LU Q U Q N Q m C� � I � 0 CV Z a � I , i o O O U K RECORD DRAWING a Ap PROJECT 4524.11748.01 AUGUST 2017 � Z DATE AUGUST 2016 s 50 0 50 100 ©oow eme m SCALE IN FEET SHEET G R-2 m �� Z _O W a N O Z !n O fn p w w 2 Q U H � ADJUST SIDEWALK MATCH EXISTING 5' 12 20' 12' S' o TO MATCH EXISTING GROUND (TYP.) W TRANSITION T EAST \ 4 4740.00 15" PVC 4740.00 \ _INV. EL=4737.00 a3 _ 1 ��'� ,,p11U1 13+90.23 26.02' (L) Aidvi� 4 — 4 TBC ELEV= 4741.84 �j� �1 1F-j IL '• c MATCH EXISTING /\ 4737.00 � 51 Y� INSTALL EROSION INSTALL EROSION \ \ 4> 14+00.40 18.91' L ��� /// BLANKET ON SLOPES s> O BLANKET ON SLOPES EC-2 / f � 4 TBC ELEV= 4741.46 /����/�/�/ /��/�����/� ' . * .......OFF`% \ `N 27TH AVE ,�T;T� //�,/>,/>,/�>,/> ,/>,� a R ,, - - - - - - - N � 4j4o, DER wDE - - - °E - - _ of \`- - - - o— - - - - - _ 'oE SDE DETA BASIN. W - - - - - - - - - - - of STORM POND - - - - - - - - - mo 13+93.45 11.98' L) 3+002 41 *� ' TBC ELEV= 4741.41 // NOT TO SCALE E 9 Z a W MATCH EXISTING PAVEMENT - 15+00 J m 14+00.33 12.12' (R)-- - TBC ELEV= u 4740.57 MATCH EXISTING 13 - - - - - 14+00.88 19.00' (R) \ Q } SW ELEV= 4740.90 MATCH EXISTING III -4743- 151 iIV - 4742- - - - I 14+01.18 25.00' (R) STORM POND. SW NEW TEMPORARY ELEV= 3 SEE DETAIL. LINE TRENCH WALLS MA , � MATCH EXISTING � ' 5 0' MIN WITH GEOTEXTILE CONSTRUCTION I o FABRIC, LEAVE TOP EASEMENT o ? AND BOTTOM OPEN. I i OO� a0h M NO� O ,Io v I \ � ��oaDa0��oa oD a0�O d S" MINUS COBBLES. 1TAF- (30% VOID SPACING) Z /� � Oe n � -4740— �Ua 0aa o zo�a z N \ x Z d \� NOTES: LLI Z 1. GEOTEXTILE TO BE GEOTEX 801 W BOULDER BASIN. NONWOVEN OR APPROVED EQUAL. EXCAVATE TRENCH TO EL 4735.00 Q N < I 20.00 I SEE DETAIL. = O � — _ H m C7 04 NEW PUBLIC ` USE EASEMENT BOULDER BASIN Z � I NOT TO SCALE I i RECORD DRAWING PROJECT 4524. DATE AUGUSTST 20 2016 50 0 50 100 AUGUST 2017 ®DOWL 2016 SCALE IN FEET SHEET G R-3 I PE , -- - -SING w c� 'mom SEE P48rr n O Z Z w _.. ._ EA ._ . . . . _..._. . . I— w W z¢ � w In MARKINGS. SEE BE;FAIIn o TA: 13+83 I 5 S I z F Am � g Z z w z U) I vn I nue W IRP onIA1T r an d 0 Q m REUSE R7-1 g S2 QI urnlnni rlloo Z O Z Lu 1$"X24" 0 Q O O V STA: 6+12 STA: 6+12 Za p N STA: 13+83 INSTALL ® 45' = - INSTA EW INSTALL NEW a W TEI nu. nlu� onIA1T INSTALL NEW V z v z STA: 3+78 R3-1 UJ "x24" R3-17bP 24"X8' 11CnI AAI nI IRR R3-17 30"x24" = N wo w R3-8 STA: 6+12 m V g w w z z 18"x24" 4" SIP46LE USE AS IS REUSE R7-1 6EE Z z w fn w a ¢ F- M INSTALL 45 _"n'PE- W PTE SFRIPE-WI IFFE J Fl- (0) Q � 5 « s 0 r N 27TH AVE O �I + 0 a ,o W8RBSANE) - - 1 - - - _ 00 Z Z ~ — r` J n J P "Ni o w w Y Y 4-SfN6L� vri I nlu nuoo onlAlT — WHITE— urnl ��' 4] m PE' nAl nuoo 4" SINGLE cm)= w 4" SINGLE STRIPE WI IFFE �m ` 01 E!w Imzo Y ////II111��j1 I �Z STA: 4+20 m�c��0 STA: 1+89 STA: 3+04 Z INSTALL NEW REUSE R2-1 REUSE R7-1 Q STA: 8+26 c� R3-17 30"x24" IS TALL ® 45' Z REUSE R7-1 RECORD DRAWING = STA: 1+89 24%30" 18"x24" STA: 12+92 REUSE R7-1 REU E R7-1 50 0 50 100 INSTALL ® 45' 18"x24" 18" 24" SCALE IN FEET AUGUST 2017 INSTALL ® 45' f Ew INS ALL ® 45' w e i i J m Z I C-1) 3 w w CEO i w v g w w z Q ; o Q 4" SINGLESTA! 18 w Z STA: 26+92 I o w U I E U g qy INSTALL NEW W Q W p R7-1 18"x24" F- ~ w w J :07 W 1FFE Z STA: 26+92 INSTALL ® 45' I X J a m W INSTALL NEW j am J p R3-17 30"x24" , Y 4E WHITE 0 0o —: AVE — — — 19+00 23+00 a 27 60 4Z Ci Q J Z J �sFNGE� ^ w Z r' 0 d STRIPE-N 11TE Y � -SFN6LE— (n V Z � Z m o STRIPE-4dFF 31 Q d m Of Imz m m �z�Z I�maz�zZO �v H1LZ N ax w Q njafs WWw STA: 15+00 / TM Q N Z STA: 24+68 0 Q INSTALL NEW STA: 18+16 STA: 21+46 STA: 27+05CL 00 0 STA: 15+00 R3-17 30' x24' INSTALL NEW INSTALL NEW INSTALL NEW REUSE R1-1 Z R7-1 18"x24" R7-1 18"x24" R7-1 18"x24" 30"X30" REUSE D3-1 (2 N Z INSR7 T 1 N 24" INSTALL ® 45' INSTALL ® 45' INSTALL ® 45' Z 0 INSTk ® 45' SIGN AND PAVEMENT MARKING NOTES: NOT PART OF STA. RE RENCE / LEGEND: 1 . SIGNS, INSTALLATIONS, POSTS AND MOUNTING SHALL BE IN CONFORMANCE WITH CITY OF BOZEMAN DRAWING No. 09810-1 AND WHER APPLICABLE _ No. 09810-4 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Q CONTRACT Q NEW FLEXIBLE DELINEATOR (YELLOW) Z i 50 0 50 100 6't 6 6' NOT PART OF CONTRACT SCALE IN FEET PROJECT 4524.11748.01 T- `j ^ DATE AUGUST 2016 • I , 5. EXISTING SIGNS AND POSTS NOT BEING RESET OR REUSED SHALL BE SALVAGED TO THE CITY. SHEET 6. DEFINITIONS ASSOCIATED TO THE SIGNING WORK ARE PER SECTION 09180 OF THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS. DETAIL S-1 7 NOT TO SCALE ry } x m x x x x Zo ------------------ 1 ► - 0 ------------ T-- -- ------ --- - --- ------- - - - - --------- -- Of Z 0 o 0 I , I i i I iI I I I ►' C4 a INSTALL INLET PROTECTION' AT EXISTING INLETS I 14 INSTALL INLET PROTECTION ' I C- AT EXISTING INLETS F— j CONSTRUCTION INSTALL INLET I , ENTRANCE ! AT EXISTING INLETS PROTECTION C4 i 14 I► i I INSTALL INLET PROTECTION 0_ P_ "^•,,J AT EXISTING INLETS I j ` a ►` , TRACKING CONTROL 16 1 OE of \ -N 27TH AVE I m — o - - - - ---- OE OE — — — — — — _ Y i — I W W — T^'— - - —0E — OF _ 0 s` o TRACKINGCONTROL 6 CONCRETE WASHOUT. /� \ - s - DEWATERING DISCHARGE - - i ' CONSTRUCTION ' C- SEE NOTE 2. TO POND AS NEEDED. i ' ENTRANCE ' PROTECT NEW INLETS I ' I NEW PUBLIC USE ANTICIPATED FROM SEDIMENT DURING EASEMENT i 10 I I o STAGING AREA SILT FENCE CONSTRUCTION (TYP). I O w ' EC-2 SEE NOTES. NEW TEMPORARY NEW RETENTION POND \ , Q . a I I CONSTRUCTION WITH BOULDER BASIN E \ o EASEMENT 51 o I I EROSION BLANKET EC-2 \ ARMORED WIER EC-2 50 a OVERFLOW 0 I PROTECTION o I I SILT FENCE EC-2 d rn 3 n Z Z O Q NOTES: 6. USE CLEARING TECHNIQUES THAT RETAIN NATURAL 0 z VEGETATION AND RETAIN NATURAL DRAINAGE Z f- J 1. CONTRACTOR SHALL CONTROL ALL OFF-SITE PATTERNS WHERE FEASIBLE. 15. PERFORM DAILY CLEANUP OF CONSTRUCTION SITE TO Q O < SEDIMENT TRACKING ON STREETS/ROAD. STREETS TO ENSURE THAT ALL LITTER IS CONTAINED IN AN BE CLEANED/SWEEPED WEEKLY, AT A MINIMUM, OR 7. STABILIZE SOIL WITHIN 14 DAYS OF CLEARING OR APPROPRIATE ENCLOSURE OR CONTAINER. Q W Q Z a WHENEVER SEDIMENT IS VISUALLY APPARENT ON INACTIVITY IN CONSTRUCTION. Z ASPHALT. NEVER SHOULD SEDIMENT BE ALLOWED TO 16. RECYCLE WASTE MATERIAL WHERE FEASIBLE. >LLI LU O K BUILD UP ON THE ROADWAY. 8. EMPLOY WIND EROSION TECHNIQUES (WATER DRY 50 0 50 100 Q N MATERIALS OR COVER WITH TARP TO PREVENT THE 17. VEHICLE TRACKING PAD TO BE INSTALLED AND = O ZO 2. CONSTRUCTION STAGING AREA, CONCRETE WASHOUT BLOWING OF DUST OR SEDIMENT FROM THE SITE. MAINTAINED. CONSTRUCTION MANAGER TO DETERMINE SCALE IN FEET I- Ill AREA, TEMPORARY TRASH ENCLOSURE TO BE LOCATION. crl- O DETERMINED BY CONTRACTOR. STAGING AREA SHALL 9. CONTRACTOR SHALL SWEEP AND CLEAN PUBLIC � CONTAIN AT A MINIMUM SANITARY FACILITIES, ROADS/AREAS THAT ARE IMPACTED BY 18. EXACT LOCATION OF BMP'S TO BE DETERMINED BY Z LU DUMP/RECYCLING STORAGE, HAZARDOUS MATERIAL CONSTRUCTION ACTIVITIES. CONSTRUCTION MANAGER. BMP'S TO BE CONTAINMENT, ETC. RELOCATED/CHANGED AS NECESSARY TO MEET 10. KEEP SOLID WASTE MATERIAL IN A CONTAINER OR AN REQUIREMENTS OF CHANGING SITE CONDITIONS. 3. CONTRACTOR SHALL INSTALL AND MAINTAIN BMP'S TO ENCLOSED WASTE COLLECTION AREA ON SITE. SATISFY CITY OF BOZEMAN EROSION CONTROL 19. REMOVE ANY SEDIMENT ACCUMULATIONS IN POND STANDARDS AND MDEQ SWPPP REQUIREMENTS (SWPPP 11. STORE CHEMICALS, PAINTS, PETROLEUM, FERTILIZERS FROM CONSTRUCTION ACTIVITIES PRIOR TO FINAL LEGEND ADMINISTERED BY CONTRACTOR). AND PESTICIDES IN A COVERED ENCLOSURE. CONVERSION TO POST CONSTRUCTION STORMWATER BASIN. 4. EXISTING LANDSCAPING/GRASS ADJACENT TO 12. REMOVE AND PROPERLY DISPOSE OF CONCRETE CONSTRUCTION AREAS IS TO BE USED AS A RESIDUE AT CONCLUSION OF CONSTRUCTION. 20. COVER NEW INLETS WITH FILTER FABRIC AFTER INLET PROTECTION VEGETATIVE BUFFER (EROSION CONTROL BMP). INSTALLING. SECURE FILTER FABRIC BY MEANS 13. DISPOSE OF EMPTY/UNUSED CHEMICAL AND APPROVED BY THE ENGINEER. REMOVE FABRIC PRIOR PROJECT 4524.11748.01 q HAZARDOUS WASTE CONTAINERS IN ACCORDANCE WITH TO PAVING. SILT FENCE DATE AUGUST 2616 s 5. STABILIZE OR COVER SOIL STOCKPILES AT THE END LABEL INSTRUCTION. RECORD D RAW I N G OF EACH DAY. ffn 14. SEGREGATE POTENTIALLY HAZARDOUS WASTE FROM CONCRETE WASHOUT Al ?016 a' NON-HAZARDOUS WASTE. AUGUST 2017 SHEET EC-1 9'WOOD STAR m Tracking Control x 9'DIAMETER MIN. WATTLE SILT FENCE GEOTEXTILE Ll C 16'WOOD STAKE COMPACTED BACKFILL COMPACTEDBACKFILL C m CONSTRUCTION DISTURBED So MIN.TRENCH DISTRUBED 2 FENCING CURB A GUTTER Y MIN. GROUND CURB d GUTTER GROUND p p • - - RoaD ^S - s .• ..< "- 3'-6'ANGULAR ROCK y y, Z 0 Z U 4"MIN . O wo UNDISTURBED UNDISTURBED ^� d f O ;-..._.___ .._ ....._------..._��'-} SIDE VIEW GROUND GROUND D o w SIDE VIEW ; ' + DID PM,x 3'WOOD STAR SILT FENCE GEOTEXTILE z m 0 9'DIAMETER MIN.WATTLE I / fm1 1'MW. GEOlE1(TIIE FABRIC • ROAD 16"WOOD STAKE - Y MIN. I I o UNDISTURBED GROUND II ii m 9'MAX I �-s— 10`MAX SPACING ` I n a - -r i- - - - Z 4 I z F n n � - c OPTION 1 -ANGULAR ROCK ENTRANCE . .. .. . .. .. .. .. .. .. .. _ _ _ _ _ II 3 111 n 2 2 z Z IT _ 1 f- Q m n D n I D S I�rl I—III—I I ICI I—III—I hr 4•MIN, _ _ � O _ _ _ _ 11 =1 I-1 1=1 1=1 1=1 1=1 = n a D CONSTRUCTION DISTRRBED Z 3 n - -� -- 0 Q GROUND I I—I— I—III—III—III—I I — — — — — — m N _q FENCING --._ IT1 ROAD Jp1 ?J33N�.� o w a � -i ; I'n � 3"-6"ROCK OR COBBLE FRONT VIEW UNDISTURBED FRONT VIEW ur+DlsruxBED 2 a ? ° ; ;ti O N w a die. ?�E GROUND GROUND A = a r ; 2 C Z CATTLE GUARD n DID --� 1'MN, POSTS SHALL OVEREA ny N y : �O''„ AT JOINTS SO THAT NO GAPS O v n ; I ................................I % 0 9'MIN.DIAMETER EXIST IN SILT IF Z n F O 1 I ! �i ,pROFIp1T I+-- T MAX d JIOINT 3 n m m I I O x b_ 11 111I I I I N z � 2 ; I z 0 0 qR CR SOTA ECOND 3 ? _; m ; I 0 O za uw la MM. i_ 8 18•WO00 STAR THICKNESS OF GEOTEXTILE HAS m N O ? ; j - m p 3'-6"ROCK OR COBBLE _y III I Mix. gOAD " TOP VEIW ��) BEEN EXAGGERATED, c z -- -- -�� O O GEOTEXTILE FABRIC c `sue POST SHALL BE JOINED AS F Z SEDIMENT TRAP o 0 SHOWN,THEN ROTATED 16(r y (WATTLE JOINT) IN DIRECTION SHOWN AND D UNDISTURBED GROUND of "NOTES DRIVEN INTO GROUND TOP VEIW E ro 1. WATTLE MUST BE TRENCHED (SILT FENCE JOINT) n m o reELOW GRADE Notes "NOT TO SCALE OPTION 2 - CATTLE GUARD ENTRANCE 1. SILTFENCEMUSTBE w TRENCHED6"BELOW GRADE DATE:4/27/2016 THE CITY OF BOZEMAN DATE:4/22/2016 THE CITY OF BOZEMAN INLET PROTECTION be'nE os/zt/cote THE CITY OF BUZEMAN DRAWN: KLM TRACKING CONTROL DRAWN:KIM STORMWATER DMSION o WATTLE oslx, a1/z�/cols THE CrrY of BOZEMAN SILT FENCE INSTALL .�....m+a� STORMWATER DIVISION PROJECT:CITY OF BOZEMAN 10E.OWE P.O.BOX1230 n „� '@�'� DRAWN M: Krs ., . ovr. -- >...w ,w PROJECT: CITY OF BOZEMAN O INSTALL �� • — •^ � '®^ SPECIFICATION >e,. .. m. . ,. , SPECIFICATION 20 E. OLIVE-P.O. BOX 1230 SPECIFICATION STORMWATER MANUAL SOZEMAN,MONTANA 59171 SPECIFICATION �'+ No., ,""". ,.".i smm�e��:z�.m-ev PP01N'' N., ^� t'^•1°d m r•��<..n ram STORMWATER MANUAL BOZEMAN, MONTANA 59771 6 o o CONCRETE WASHOUT AND WASTE MANAGEMENT CONCRETE WASHOUT AND WASTE MANAGEMENT 7 o "'NOTES 51 EROSION BLANKET w ENCLOSED/LINEDCONTAINER SILT FENCE OR EARTHEN 50 ARMORED WIER OVERFLOW PROTECTION C BERM IMPERMEABLE LINER 0 D_ e•Mr �.". STORM POND BLANKETS SHOULD -:-I rn BE INSTALLED VERTICALLY TAMP DIRT OVER 3 BLANKET DOWN SLOPE. INSIDE OF POND ROCK PAD OR .I\�--�( `;> �,p__ J STABILIZED SURFACE �/� - %"- *+a_ ' Z SILT FENCE OR _ !,' , EARTHEN BERM J 'z,, O ~ Lij "NOTES:1)NUMEROUS OPTIONS EXIST AND CAN BE ~— , -�a a O / ' ,r, , ,, ,1 ❑ FOUND ONLINE OR AT LOCAL SUPPLIERS. UNDISTURBED GROUND MN �� /1 ;r' Hy Z 2)INTENDED FOR SMALL PROJECTS IMPERMEABLE LINER Ir Fv i vVARIES ;' , Q J I / INSPLICEAP 6" OVERL W Q OPTION 1 - REUSABLE OR DISPOSABLE PRODUCTS OPTION 3 — BELOW GROUND CONTAINMENT 3"-6" ANGULAR ROCK 2" TO 3" I/ • W W O �O O OVERLAP ti Q O U OUTSIDE OF POND - � %,' " = m Z V PLAN VIEW 0 ENCLOSED/LINED CONTAINER SILT FENCE OR EARTHEN e s " NOT TO SCALE 'a' `'vl `' N M o BERM 5 MN. IMPERMEABLE LINER . Z gs�L a Lu WOODEN STAKES • 6" X 6" l RAY BALES OR SAND BAGS . . . . . ANCHOR (--2.0' 2.0 2.0'�( TRENCH ROCK PAD OR I I BERM STABIL12E0 SURFACE 6" SILT FENCE OR EARTHEN — "NOTES: 1)NUMEROUS OPTIONS EXIST AND CAN BE FOUND AT BERM LOCALSUPPLIERS. Q 2)SIZE ADEQUATELY FOR EXPECTED VOLUME OF WASTE IMPERMEABLE LINER 31 PLACE ONSITE WITHIN PERIMETER PROTECTION AND �I NOTES: NOT IN THE CIIY'S RIGHT OF WAY UNDISTURBED GROUND --i e'Mlx. EROSION BLANKETS ARE USED TO STABILIZE DISTURBED SOIL AREAS AND 3"-6" ANGULAR ROCK PROTECT SOILS FROM EROSION BY WIND AND WATER. THESE PRODUCTS PROJECT 4524.11748.01 OPTION 2 — PREFABRICATED ROLL OFF OR CONTAINER OPTION 4—ABOVE GROUND CONTAINMENT 6" CAN BE USED ON STEEP SLOPES, SLOPES WITH HIGH EROSION HAZARDS, DATE AUGUST 2016 • NOT TO SCALE ••NCT TO` E, SLOPES WHERE MULCHES CAN NOT BE ANCHORED, UNPROTECTED CHANNELS SECTION A-A AND HIGH FLOW CHANNELS. DATE 4/26/2016 THE CITY OF B02EMAN DATE:4/26/2016 THE CITY OF BOZEMAN NOT TO SCALE CONCRETE WASHOUT CONCRETE WASHOUT pRAWq:K� STORMWATER DIVISION FURNISH AND INSTALL EROSION BLANKETS ACCORDANCE WITH ®DowL 2016 DRAWN: STORMWATER DIVISION RECORD DRAWING PROJECT:CITY OF BOZEMAN 2B E.OLN[-D.O.BOX l2J0 SPECIFICATION PROJECT'.CITY OF BOZEMAN 20E.OLIVE—P.O. BOX 1230 MANUFACTURER'S SPECIFICATIONS AND THE CONTRACT DOCUMENTS. SHEET SPECIFICATION S I ORMWATER MANUAL BOZEMAN,MONTANA 59771 STORMWAI FS MANUAL BOZEMAN,MONTANA 59711 22 23 AUGUST 2017 EC-2 } m _U p 90.00, a PUBLIC RIGHT-OF-WAY N U Z N W 7.00' S 7.00' 14.00' BIKE LANE/ w BIKE LANE/ DRIVING EMERGENCY EMERGENCY 14.00' 14.00' LANE 6.00' 6.00' PREVIOUSLY CONSTRUCTED TO STA. 2+65.38 PARKING 6.00' 6.00 PARKING DRIVING TURNING LANE/ BLVD SIDEWALK SIDEWALK BLVD LANE 2' AVE 24' SECTION RAISED MEDIAN N 27TH STA. 8 TO 3+15.38 TRANSITION TO 1 .00' 2' a 1.00' p 2 10.50' 10.50' 2' i > NEW SPILL CURB jlit STA. 2+57.30 TO 5+08. 26 0.50' 0.50' SEE PLANS FOR LOCATIONS 2.6T SAWCUT SPILL CURB p ..,STANDARD REMOVE PAVEMENT 3% 3% CURB 2% SECTIO 0.75' MATCH EXISTING PAVEMENT (TYP) 4" M-4000 CONCRETE REPLACE PAVEMENT SECTION CURB & GUTTER 6" TOPSOIL E COB STD DWG SEEDED WITH WOVEN GEOTEXTILE FABRIC GEOTEX 6" TOPSOIL 3" MIN. DEPTH WASHED ROCK w 02528-1 SOlWN MIX 350ST OR APPROVED EQUAL SEEDED WITH BASE MATERIAL SOD/LAWN MIX o PLANT MIX ASPHALT SURFACING W CURB & GUTTER 4" MIN. DEPTH (2 LIFTS) m 0 COB STD DWG m 02528-1 (TYP.) CRUSHED GRAVEL BASE COURSE J (1.5" MINUS) 6" MIN DEPTH COMPACT SUB-GRADE SUB-BASE COURSE �11 NORTH 27TH AVENUE-25 FOOT SECTION CONTRACTOR TO CONDITION 3" MINUS GRAVEL 12" MIN. DEPTH 0 TYPICAL SECTION AS REQUIRED TO MEET COMPACTION REQUIREMENTS NOT TO SCALE Q p rn 0 N O J 90.00' PUBLIC RIGHT-OF-WAY 7.00' 7.00' 13.00' BIKE LANE/ U) BIKE LANE/ DRIVING EMERGENCY EMERGENCY 14.00' 14.00' LANE PARKING 7.00' 6.00' Q 6.00' 6.00' PARKING DRIVING TURNING LANE/ BLVD SIDEWALK W SIDEWALK BLVD LANE RAISED MEDIAN N 27TH z 2' AVE 0 06 06 1.00' 2' rL 1.00' Z H U) Z 2 10.00' 10.00' 2' 0- 0 _ NEW SPILL CURB STA. 2+57.30 TO 5+08. 26 i 0.50' LU Q 0 _ 0.50' SEE PLANS FOR LLJ LOCATIONS W U) 2.67' IONS SPILL CURB �.� REMOVE 3% 3% i STANDARD STA. 3+15.38 TO STA. 14+00.00 Q N CURB 2% 2 m Q 3% PAVEMENT SECTION n R � . J Z MATCH EXISTING PAVEMENT 0T75 4" M-4000 CONCRETE } (TYP) CURB & GUTTER 6" TOPSOIL 3" MIN. DEPTH WASHED ROCK ~ REPLACE PAVEMENT SECTION COB STD DWG SEEDED W/TH WOVEN GEOTEXTILE FABRIC GEOTEX 6" TOPSOIL BASE MATERIAL 02528-1 SOD/LAWN MIX 350ST OR APPROVED EQUAL SEEDED WITH SOD/LAWN MIX PLANT M1X ASPHALT SURFACING CURB & GUTTER 4" MIN. DEPTH (2 LIFTS) COB STD DWG 02528-1 (TYP.) CRUSHED GRAVEL BASE COURSE (1.5" MINUS) 6" MIN DEPTH PROJECT 4524.11748.01 DATE AUGUST 2016 COMPACT SUB-GRADE SUB-BASE COURSE CONTRACTOR TO CONDITION 3" MINUS GRAVEL 12" MIN. DEPTH r AS REQUIRED TO MEET RECORD D 1 AW I N v COMPACTION REQUIREMENTS SHEET (21 NORTH 27TH AVENUE-24 FOOT SECTION AUGUST 2017 TYPICAL SECTION D-� NOT TO SCALE