Loading...
HomeMy WebLinkAboutDurston Meadows Subdivision Phases 2 and 3 DUFRS -JFON ME /S*, DOWS SUBDIVISIOr4 PHASES 2 AND 3 AS - CONSTRUCTED PLANS FOR STREET , WATER , AND SEWER IMPROVEMENTS I I �[� I I I SEPTEMBER 1998 Project Location M 0 N T A N 'AGREAT FALLS Project Location MISS°UL,;' li ill ' `\ 4HELENA i ; J �! ]d UTTER`---- al� ~BOZM:MAR BILLINGS •., :yDILLON Inri .� I �7 r r L B � s PREPARED FOR: CI Y OF B NE MAN WILLIAMS BROTHERS CONST., INC. LOCATION MAP 5713 W. GARDEN SPRINGS ROAD SPOKANE, WA. SIJEET INDEX SHEET N0. TITLE Approved by: -�12 _*- JOHN P. i PAVSEK i¢:ov n P. Povsek, P.E. ��', 11934PE '�w_ / - 1 COVER SHEET 2 SITE PLAN 3 SEWER PLANS — ROSE & SNAPDRAGON STREETS Quality Assurance/ 4 WATER PLANS — ROSE & SNAPDRAGON STREETS4 _ " NTAti9;', Quality Control: _*; BA S'C 5 WATER PLANS — 25TH & 27TH AVENUES lorry E. Da schen, P.E. A DAMSCHEN as p 3837E 'i�SS`.�isn669a 2� 6 STREET PLANS — 25TH & 27TH AVENUES Prepared by. 7 STREET PLANS — ROSE & SNAPDRAGON STREETS Damschen & Associates, Inc. SET N0 . - CONSULTING ENGINEERS •2030 IITN AVE..SUITE II •HELENA.BOZEMAN,MONTANA• "N`3l1, flit 32.5' , I T T � I TEMPORARY TURNAROUND ROADWAY SEE SHT.NO.6 TEMPORARY TURNAROUND NAROD EASEMENT SEE sHT."I, 6 I I Ci I LOCK 4 - - \ I LEGEND \\, /- I PROPOSED EXISTING U I w SEWER --i z 0 J, I.` d Q-PO o ofI WATER IMPROVEMENTS- SEE SHEET N 4 1 I SEWER MANHOLE WATER VALVE --�- z SEWER IMPROVEMENTS-SEE SHEEI'T NO T S FIRE HYDRANT Tr z w 12'UTILTY CULVERT "_ 8": _ 7 00 TELEPHONE RISERx6" 32'-6 N - 3 _,d_r l s CROSS `r I STREET MONUMENT ® m _ S - STREET SIGN v N - z R/W LINE ---- '� Q CENTERLINE ----- U = CONTOUR LINE d 5 0" ROSE ,ST" �I I � WATER IMPROVEMENTS 6 00 - 12" UTILITY CULVERT SEE SHEET N0. 5 " IF- BLOCK 3LO I-- 5 4"0 PVC 30'-0' i I 1 SEWER SER�ICE 1 5 I N oI w (14 STUB(TYP.1 s m _ WATER SERVICE p o I , m of II STUB(TYP.) I of WATER IMPROVEMENTS-SEE SHEET NO 4 I m m u o, I 0 z i � SE'hER IMPROVEMENTS.--, $HEFT,;N 6 ( .)J57 r--- I I Z o o m a _-- - - --- _ - ---- w N Z t I L.J o ¢ o a = B"K8"CROSS - ----- ---- m -. rJ C __-.6 .0 6 _'�' �- J 3 6707 W SNAPDRAGON vST. / I i J` WATER IMPROVEMENTS- SEE SHEET N0. 5 `Z 12" UTILITY CULVERT I ,8 v i D Q BL QC I 7 00 WArER MAIN DEPTH = 7.5J f 9 '"2 I WATER MAIN DEPTH = 6.5' O r I-EXIST. PVC TRUNK SEWER U(� EW N = I Q � EXISTING B" D.I. EXISTING 8" D.I. I u, WATER MAIN WATER MAIN S I T E P L A N i t I 3 3 z STREETS WATER AND SEWER SYSTEM LAYOU T Q p Z z 1" 0" GENERAL NOTES: W- O EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE —� N ' INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. i�-I SERVICE LINES(WATER,POWER, T.V., TELEPHONE)MAY NOT BE STRAIGHT z LINES OR AS INDICATED ON THE PLANS. CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL ALL UTILITY COMPANIES F- BEFORE EXCAVATION FOR EXACT LOCATIONS. ��-. C/] U W 0- N BASIS OF BEARING AND ELEVATION �:) O o BEARING: SOUTH LINE OF SECTION 2 a C.O.S. No. 1240F S8915'17"W ELEVATION: NORTHWEST FLANGE BOLT(ARROW BOLT) ON FIRE HYDRANT, SOUTH SIDE ANNIE ST, ELEV.=4752.56, CITY OF BOZEMAN DATUM •zr-. BL BL BL DATE REVISION SHEET NO. 2 of 7 STA.6+99.12'FROM BA STA. 6+99.54 CURB TO CIA T LOCK 4 US ST LINE Y "ss OFF PROP.LIN 15'FROM BACK I o�a is CURB TO CULVERT SEWER SER STUB(TYP) i `SEE DETAIL Q' 5'SEPARATION_ W I I e 12"UTILITY CULVERT=r- i7 - Q STA.'7+11.11 SUBGRADE SURFACE 1r o i \ EXIST.SSMH I--I _ _ n n H CN U] cV I I \ tTA. TYPE A TRENCH BACKFlLL�STA.0+80 3+7 'I - J I i I- "~ = MH t MH 2 12" UTILITY CULVERT � � U ~ RIM==4158.80 RIM 4756. U WEST LINE 9'J\. I Y) 1 O I INV.=52.04' '°- INV.=4J:9'(WT) .I �z Z - F PROP.LINE Z w o Z BLOCK 3 z z PROVIDE 1"THICK INSULATION MATERIAL OVER R 0 S E S I R E E T S E W E R L I N E P L A N V I E W WATER LINES WITH LESS THAN 6.5'COVER AS Z o IDENTIFIED ON THE WATER PLANS. �y m 1"=50'-0" y Z d I ml � 3 S cq M 8 �I8 FINISHED "'$ EXISTING n I^ SELECT TYPE I BEDDING MATERIAL PLACED m i o 8 �I'8 GRADE +'� GROUND LINE z S C LAYERS AND COMPACTED 1 ,.y o+ m I� n U In SPECIFIED IN MPW SECTION 02221 4760 Q &o. O O O O O - -- -- - 0000 1 : ---- -- -- _ .. - - -'-- --- -_-_ - - ---- - - - = TYPE I PIPE BEDDING PLACED o° o°o° 4755 REMOVE 1 4'qDJ RINGS °o° o°o° NEW RIM-55.54 IN 6" MAX. LAYERS AND 000O000 COMPACTED THOROUGHLY °o° o°o° -- -m O 'mPiP IA. + 5' IN. 1N---- =5204 - - 291 I,F - 12" TILITY CULVER-- 4750 'WATER CRO SING` In 332 L.F._8 a PVC SFjNER -O.Sx$LOpE .. oI w INV.-4/95'(IN) NV.� .83'(OU -- - --� -;_ - _ — 1Nv s 46 r TYPICAL WATER AND SEWER PIPE TRENCH DETAIL 1 W m T_ _- .-.__.. 1NV.N-46 0T N 3 o < m 4745 17 REFERENCE CITY OF BOZEMAN SPEC. SECTION 02221 AND STD w o a o m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 DRAWING If 02221-1 &2 FOR SPECIFICATIONS. m z m > 7 J ROSE STREET SEWER LINE PROFILE s w w 1"=50'-6'HORIZ. t- 1'=5'-0" VERT. p If = I 1 BLOCK 3I Z I w TYPICAL UTILITY LOCATION SETBACK FROM FRONT OF LOT 1 p O W - ,419'-0" I y 3� w CD SEWER W LSEE DETAIL 1'STl18(TYP) I I 7-I Q 5' TO' Of QOfSEPARATION �\1 1 _ - 15 � - - _ I I I UTILITY ESMT UTILITY ESMT � Q 4. wo SIDEWALK I I z w N CV -.°v to n / N FRONT I I O STA.. SSMH9 PROPERTY - Y I= EXIST. SSMH LINE ( I I w w N 11 3 2' STA. 80 / I I I WATER LINE • I J N F- SN PRAGON , ST. I J 'I — of STA 3+75 I N I I O O I MH/3 MH/4 12" UTIL TY CULVERT II I w Z RIM=4 62.0 RIM=4764&,0 I I I g x INV.=5.57 INV.=51.57 N �- I SEWER LINE I I m BLOCK 2 I S N A P D R A G O N S T R E E T S E W E R L I N E P L A N V I E W 3 Z 1"=50'-0" M .:9 3 A 02 Z FINISHED EXISTING i'-1 la Q N-I GRADE <Ig GROUND LINE 'S A la Ala �05 � I+ j N 4765 -- - - NOTE: SEWER SERVICES CONNECT TO SEWER MAIN W/SEPARATE B"x4"IN LINE WYES O WATER SERVICE TO HAVE A MINIMUM OF 18"OF SEPARATION BETWEEN EACH SERVICE. _ W 4760 —__ — .. CENTER OF LOT � REMOVE 1-4"ADJ.RING y d, w - - A MM . - NEW RIM=58.32 R/W R/W F+ti 15 z I 3t 1 /4"WATER SVC— --4"SEWER SVC 4755 — 12 UTILITY CULVERT � 77_--_- _ 8"WATER U E CROSSING F S Q Ss PVC SE '__ FLOW O 0.729 +-„-� BE -_-- - LOPE _ _. WATER —SEWER SVC �I�. BL 4750 - - INV. 51. 1'(IN} INV._5.4T(WT) - - 0 --- . . . 49.29 EXTEPROPND DL NE PAST ._ ._ V -49.19' _ y y I DATE REVISION -- - - I V��49.29' SHEET NO. TYPICAL WATER & SEWER SERVICE LOCATION DETAILS(@ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 3 SNAPDRAGON STREET SEWER LINE PROFILE 1'=50'-0"HORIZ. of 7 1"=5-0" VERT. " BLOCK 4 6"FIRE HYDRANT - In sl- 0 Fn a W I (COB STD DWG 02718-4) 1 - WATER SERVICE STUB TO •x8•x6"x6•CROSS -I rn ZIP as 'Pig _ D I CENTER OF LOT(TYP) 6•FIRE HYDRANT II Z P� SEE DETAIL® (COB STD DWG 02718-4 I I W W ,yl 6"z6"x6" TEF W/T.B. 6"GATE VALVE W/T.B. {t 12"UTILITY CULVERT. • - - - - - - - JCOB STD D 02718-1 I Q Q o � I 6"PLUG W/THRUST BLOCK U 8"PLUG W/THRUST I �-± - o BLOCK, 16'BEHIND F- n " BACK OF CURB 1- 5'R ( 04 cV - - T - - - - - - - I a) 6•GATE VALVE W/T.B. •'° 6•x6•x6•TEE W/T.B. /J I rn = _ ...•I (COB STD DWG 1 02718-1) - J N .,.I f- 12•UTILITY CULVERT I I � , U '- I 8•x8•x6"x6•CROSS4➢J`T.B. �.5 O z a `�. BLOCK 3 I Z z R 0 S E S T R E E T W A T E R P L A N V I E W Z 1"= � m 4765 0 -- � d o o XISTING n + -+ ROUND LIN - 4760 � _ T - --- -- --- - TA -04 31 - -- PLUG -- _ 4755 x x x ss - - - — -- - - x — ----441 "x68"1REDUC£R(WEST) SS 7 46 x8x8 CR SS W"UTILIT CULVERT__- ``O4/50 STA s+1, -- s xB x6 - -- - -.- -- --- s - w TE- --- --_ .I. H MAIN _ �A iL VA VE 6 of y w TA,. 6 f 92 4745 L0+00 e 0 SFWFR CROSSING 1+00 2+00 3+00 4+00 5+00 6+ 7+00 _ m ROSE STREET PROFILE Z m 1•=50'-0•HORIZ. a 2 O Y rn 1"=5'-0" VERT. BLOCK 3 II I Z W a6•FIRE HYDRANT , N O D I ,�{.. (C B STD mNG 02718-4) Z �R WATER SERVCE STUB TO I Lu (n Q W I ` CENTER OF LOT(TYP) 8 x8•x6•x6•CROSS I I ) Z Qy 6"xI5"x6•TEE W/T.B. /SEE DETAIL® �•GATE VALVE I Q t� Q Q Fl E HYDR T .J 0- B" PLUG W/1HRUST = - - - 1 IL Q BLOCK,lY BEHNDF=- pq o n 8"PLUG W/THRUST BLOCK (n L Z r; N W Z BACK OF CURB (n 0 Q CIO W ~ 6"GATE VALVE W/T.B. - _- r - rr ~ (COB sTo Dwc o27,e-,) SNAP RAGON ST. I o F to o Q O Z I 8"x8•x6•x6•CROSS 12• UTILITY CULVERT I BLOCK 2 LJ v; Q S N A P D R A G O N S T R E E T W A T E R P L A N V I E W z ,•.so•-o• p� Z A 4770 r + _ � x o XIS IN1 TNG GRAD - +-tl- - - U,ND LIN 4765 -- O A Z Ac1 Q 8 PLUG F- 4760 STA. -D+11 N ts-xxx - " /NEI6"D.I.WATER M N I SIA.6+ 2 �STA. -0+ 8 -1 '8"xb"REDU R ST 0+42 _ _"x x6 TE _ _ 8"x8"x8"c8"CROSS W/ A"x6"R UCER(NEST) PLUG STA. 1 17 TA 0+325 . . - ------ t ._- - ---- - -.. EA"fib" if 4 fi)A VALVE IS' . 8+54.1/ 1 i 1 " GATE .5 .. .-._ _ .._._. _ _ BL -- --- ------ - --- ._ .._... ...-. �,.-. BL �.y BL 0+00 1+00 2+00 3+00 4+00 5+00 6+00 `07+00 DATE REVISION STA.6+63 J SHEET NO. 8•SEWER CROSSING /� SNAPDRAGON STREET PROFILE ,B•MIN.CUR 4 1•=50'-0•HORIZ. 1"=5'-0• VERT. of 7 STA. 2+77 8'x8'z8"x8"CROSS ��0\1MIll" REMOVE STALL NEW EXIST. BLOWOFF F&PILLIG STA 6+30 O STA. 7+95 /� M33,y 1�G�i INSTALL NEW 8'GATE io �P VALVE, BOX&T.B. I I I 10' INSTALL STEEL BLOWOFF HYDRANT PER CITY -�� Y w p�,fy'1J BOX WITH THRUST BLOCK - - 8'x8'x8'z8"CROSS NORTH 27TH AVENUE - �_ OF DOZE"STD DWG INS HYDRANT BUR14�OPOSTS PER COB STD DWG}02718-5 H! warn Fia E%IST_B"DI. WATER MAIN___ 10'OF 2\1YPE K COPPER PIPE Off,'a! ; g $ o g a 8 _�SjA.8+00pR��`` i n - •- - n - - - -+ - 8 PLUG& RUST BLOCK �114n1oxxx�.. m in m Q -/- - Z 60'L0 INSTALL STD FD.LETSPER - - (V O _ 30' 0" COB STD-"12529-2 /F: so' o N — / 50'R.TEMP. Y I (, I I U TURNAROUND 0 0 n 1 37;-0 co -j a- O ' " LL' 3T-0 I 1 a SEE SNAPDRAGON ST. WATER w o z MAIN PROFILE, SHEET N0. 4 SEE ROSE ST. WATER MAIN PROFILE,SHEET NO. 4 z z N O R T H 2 7 T H A V E W A T E R P L A N V I E W Z N 1'= So'-o• J m 4770EXISIIIIG -- - — -- - -- .t: oz w U � GROU D LINE FINISHE GRADE 4765 - - — — STA. 2+77 NEW 8" GATT VALVE -__-- --- CONNLCI I EXIST. 8" ST 4+11 D.I. WATER MAN --_-- --- - 4760 - 8"x'x8"x8"CR 5T_ 6+30 STA. 6171 - NEIA 8'GATE VAL r 818"x8"x8'CROSS - - 2 BLOWOFF 4755 EXIST.8" U. WATER NAI 8 PLU NEW 8"D.I. WATER MAN o Y w w = 4750 -0 +00 3+00 4+00 5+00 6+00 7+00 8+00 a q o o N O R T H 2 7 T H A V E . W A T E R P R O F I L E z . m > I w 1"=50'-0'HORIZ. By it u Z SEE SNAPDRAGON STREET WATER --- SEE ROSE ST.WATER MAN U..I MAN PROFILE, SHEET NO. 4 N O PROFILE,SHEET NO. 4 �"}- �I z J ♦' -----------fn r I STA 7+97 z m CL Z - -- I o o O�I STEEL BLOWOFF HYDRANT ASSEMBLY W/ 10' OF 1 T I TYPE K U Q 0(n R - COPPER PIPE PER CITY OF BOZEMAN STD DWG/02218-7 Q CD 1 INSTALL HYDRANT BURIAL POSTS PER COB STD DWG#02718-5 IL b, R R15TALL NEW 8'GATE I m EXIST. Q_Q.1.Y�i' - - VALVE, BO%de T.B. ' STA. 8+02 _ - - _ �-- �" / 8"PLUG&THRUST BLOCK Z Lli N STA 2+75 SS._ i�•x---- 8'z8•z8'x8•CROSS 1 Q REMOVE EXIST. BLOWOFF ASSEMBLY&CAJ 10' INSTALL NEW 8 GATE VALVE W/THRUST BLOCK ssr. SS o o SS- J I 2 co INSTALL S1D FILL PER n m SS SS SS N T COB STD DWG f02529-2 _ - - Q 8'x8'x8'x8'CROSS °SNORTH 25TI-I AVENUE. - _ - - — / In N .. INSTALL STD FaETTSS PER h COB STD DWG fOM9-2 50'R.TEMP. TURNAROUND N O R T H 2 5 T H A V E W A T E R P L A N V I E W d M Q 4765 o Q °z W v� �o EXIST NG _ N <a GRADE GROU D LINE min Z 4760 -_ _ 0 pQp c�i Q N - EXIST. 8"D.I WATER MAN N NEA. 8"D.I. WATER MAN w O 4755 - (� 8'x x8"x8"CROSS --8�x8"8"z8'CROSS m STA 6+30--- 7' BLO VOFF Q -{ -- N 8'Qk7f-VAt STA. 2 75 4750 NEW 8 BATE YAtYE -. - ®.�,.. B GON�1E T TO EXIST.8 - - 18•MN. L -._. D.I. A ER MAN _ _ NOTE, EFLECT PIPE REO'D--IO-P OVER ®�+-r BL ._ STA. 4+02 "SEWER_WTH 18'MI_N_._C ,CE 8•EWER WE TO BE IN UUTED WHEN EPTH �`—STA 6+62 - - - ® w+ BL 2+00 -._.._ F'COVER-1S- S THAN 6.5'_- F'COVER S 18�8. .-- .. ........-. 4745 LUG DATE REVISION 3+00 4+00 5+00 6+00 7+00 8+00 SHEET NO. N O R T H 2 5 T H A V E W A T E R P R O F I L E 5 1'-50'-0'HORIZ. 1' 5'-0' VERT. of 7 \\\\\1111111 REMOVE EXIST. DEAD END BARRICADES INSTALL STREET MONUMENT BOX PER AND RELOCATE NORTH COB STD DWG /102529-3(TYP) 1O o Fr NORTH 27TH AVENUE �a�G ' +..-+X+.. V/ ._._._._ ...8. _...�,...___ - _ -a<-__.__. TURNAROUND 0 8 - / o _ o g _ INSTALL DEAD END BARRICADE END PAVEMENT& j ~PER COB STD DWG #D9810-2 TACK COAT AND JOIN CURB& GUTTER I C� EXISTING P_8YFUEKT- — _...'..�— ae4.>tc_.n{ Z a I k '°' rr 4ns.a ,� nl 60' 0• / �P Q 22 U 0 1n y" LLJ _19' D.. 0 I U mZ 37 0 19 0" .. / - I ____ O GRADE 19.MIN. O z -__I Q t+oo -__-f_`..- N t+ m SLOPE r CID V) ,� d SEE SNAPDRAGON ST. DWG SHEET/7 J SEE ROSE ST. DWG SHEET#7J 1 z �� 3 w w N O R T H 2 7SEETsNAHtAGON STSWGTHEEID�VE E T P L A N V I E W 1•=50'-0• i w 4770 - TRAPF701DAL DITCH CROSS-SECTION V o ..... ------ _..-.. .---- -- --- - -- -. .f -- NO SCALE STA. 21 io.04 EXI I G INISHF - TACKcoal a JOIN exlsr. c PAVEMENT GROU D LINE GRADE 1.Jsr. -- - A 4/65 - _ - - � - - 135 �w TR ,.-_ '_ 4a 4/60 _ .., _ CLEANOUT ELEVATION SHALL BE -_ - - ---- - CLEARLY MARKED WITH ALUMINUM - - - - - STRAP PERMANENTLY ATTACHED --- TO REDWOOD 2x4 rn 4755 _4 -- _ } CLEANOUT ELEVATION 0.25' y as m o 4750 POND BOTTOM J ABOVE POND BOTTOM o Z 2+00 3+00 4+00 5+00 6+00 7+00 8+00 �2x4 REDWOOD POST N O R T H 2 7 T H S T R E E T P R O F I L E o w 1•_5'-0• VERT• RFTFNTION POND PROFILE W/ ANO T STAKEm 3 a w o NO SCALE o as c=i o a SEE ROSE ST. DWG SHEET/7 Z SEE SNAPDRAGON ST. DWG SHEET#7 w N 00 , 1 W (nZ •- I H Z W Y s+a0 Y. 0_ g TEMPORARY RETENTION POND u Q • I VOLUME =8160 CIF DEPTH = 2 J Q n O CURVE p1 Q V L.J `L BOTTOM ELEV. =4750.68 CL PC J L=97.17' V) TOP DIMENSIONS = 100'x1DO' _.-.. 2+70.0_ �e m R=1000.00 [n - -� n - CURVE 2 '2 /—_ — ~ w N'`-- - f1�-5.34'03' 4 _ / Ljj ==—==�- — = I ' L=103.45 FLOWLINE ELEV. = 4752.68 Z W—.� --W- _.. L g WV _ --- p= 1000.00 �e' �/ SS I+ - _ _ A_54346• O � 00 TACK COAT AND JOIN— $ yy - -, •- 4 .e4 II _ (ISTIt3�,P3FVElit[il�_ - SST-- SS o 'o g _ `xis; -7 -- 'SS SS— FF—INSTALL DEAD END BARRICADE w c (� -- 1 — F ---- !- ^ SS _ END PAVEMENT& PER COB STD DWG 09 F 44ao. CURB&GUTTER INSTALL TRAPEZOIDAL DNCH AT EDGE OF Lo REMOVE EXIST. DEAD END BARRICADES -''NORTH 2ST -_ 4p TURN-A-ROUND. GRADE TO DRAIN TO w AND RELOCATE NORTH H - - y+_ - �- - RETENTION POND. = N INSTALL STREET MONUMENT BOX PER - AVENUE P COB STD DWG #02529-3 (TYP) 4 sa20 's 7+92.01 INSTALL_..DOUBLE GUTTER PER COB STD DWG #02529-1 (TYP),., 50'R.TURNAROUND NORTH 2 5 T H STREET PLAN VIEW 3 1-=50--0- M A 0 w 4765 cq — - - - j -- __, IA. 2+7007 1.18R ACK CUAI AND JOIN EXISTING AC PAVEMENT _ - - i O pq VWj 4760 w __ _ - _ 04 �w 1 +< ✓ ___ .-- _.. 4755 +. - - - -j liig _. - 0 e 4750 _ BL d u - BL Ln-- DATE REVISION .. _ . .....__..._ __ .... ..................__ __ __.__. ._._._ ......_ __........._._._._ _ _..... SHEET N0. 4745 2+00 3+00 4+00 5+00 6+00 7+00 8+00 V N 0 R T H 2 5 T H S T R E E T P R O F I L E ,• 50'-0'HORIZ. of 7 ,•=5'-0• VERT. I BLOCK 4zy P�. N _�� _ 1Q; W I PCC CURB k GUTTER PER CITY I ZIX a° ayI� �Q' INSTALL STREET AND STOP SIGN IN STD OF DOZf MAN STD DWG,{02528-1 yl — LOCATION PER COBSTD DWG/09810-1 —, -\ � — — — _ (TYP. ALL CURB k CUTTER) Li — — — > /,''O,�'I*i➢\a\�`��� Q +— n Q W n r.--------- 0 - - -'- ---- - --- • .a $ 17. 8 8 $* n © . 0-4 Qula m n _ ,,. ♦ l6 h 15'R.{TYP) - -{ .. - / N CROSS GUTTER AND FlLLET PER = - `• -1- \\ - �� - - - _- - -� -. CITY OF BOZEMAN 5T DWGS/02529-1k2 N r� + m (TYPICAL) � PEDESTRI .RAMPS PER CITY' �. INSTALL STREET STOP SIGN IN N t OF BOZEM STD DWG 02529-8 STANDARD LOCATION PER COB < •,Ico (TYP.ALL RB REI4RNS) STD DWG/09810-1O to w z z '1- BLOCK 3 R, R� J25' d 32.5' z z R 0 S E S T R E E T P L A N V I E W ,,.5 2, 2,' ,,.5 `� w w 2.L J'-ASPHALT CONCRETE \ z 1•=50'-0• .. 2R I 2[ 2; 27c _ j o 4765 1,: A lJ �' PM STA= 1+00 < -,- - .: ." -'. 1 T z z > _. ._ - c PV7 ELEV 4758.20 �n FINISH --- -- "' NEW CONCRETE CURB-GU TIER 11 1.5•MINUS GRAV11 BASE COURSE ,LI' 8 --- (TYPICAL BOTN S10E5) U w A.D. 1.36 GRAD XISTING it = 70 8 K = 3.60 ROUND LIN _ I TYPICAL ROAD SECTION FOR N. 27TH AVENUE. 4760 w _ - ---- $+ am 1� NOT TO SCALE - - - - W Rnv 4755 T - -ASPHALT CONCRETE 7 3" A T TE 3.1 __-- _... _..-- -... 2:1 LOPE TO EXIS G ADE a 2% 2% __. 4750 I NEW CONCRETE CURB!GUTTER 1'-1.5'MNUS GRAVEL BASE COURSE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 (TYPICAL BOTH SIDES) TYPICAL ROAD SECTION DETAIL (EXCEPT N. 27TH AVENUE) o y w ROSE STREET PROFILE NOT TO SCALE ^ w =5D'-o HORIZ. - 1•=5'-0• VERT. w o a voi y N >> m _ z m m > W Q 0 m m 3 & Y o BLOCK 3 I I Z W p O z ' I Z W L'i PCC CURB k GUTTER PER CITY f I I I w Q INSTALL STR ET AND STOP SIGN IN STD OF BOZEMAN STD DWG#02528-1 ) Z Q 15'R.(TYP) LOCATION P COB STD DWG.#09810-1 (TYP. ALL CURB&GUTTER Q ;� j Q Q -- ss----- - 1 +E3-- ar :. --ss I - +8 f N W (/) N E7W277 u n 1D o -- CROSS GUTTER AND FILLET PER Z W CITY OF BOZEMAN ST DWGS 102529-1h2 O 00 — ._ -- J — — — _ _ _ (TYPICAL) (� PEDESTRI RAMPS PER CITY S"^Pui DRAGON ST I � w I F� �', INSTALL STREET STOP SICK IN //J F Q N (n OF BOZEMANSTD DWG#02529-8 STANDARD LOCATION PER COB Q Z (TYP.ALL CURB RETURNS) I --- STD DWG N 09810-1 I II fi'•• 0 I x BLOCK 2 S N A P D R A G ON STREET PLA N V I E W M ,•_sIY-0• 4770 - A 0 z z PVI STA=2+00 g o FINIS IED XISTING tW.l £ o, jy Q �I I f b g -- -_-- - PM ELEV 4660.64 N o GRAD UND LI _ - n 1.t - (V i to n o lao �J, /��r.� �J, 4765 o -- -- A.D. 1.07hE+/4� ^ 9SL.,2 SX_1ww 4760 w4755 EXIST GgAOE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 BL SNAPDRAGON STREET PROFILE BE 1•=50'-0•HORIZ. BE DATE REVISION SHEET NO. 7 of 7