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HomeMy WebLinkAboutValley West Road Improvements uer eee,u m uer uarm m I ewer e.�rtn m Y 5 4 3 CONSTRUCTION DRAWINGS 1JECT AREA FOR VALLEY �'����' 1 � ��/ �� %1 � z e i 8 9 1 CITY OF BOZEMAN BOZEMAN, MONTANA AUGUST 1998 OITY OF BOZEMAN 17 16 15 1 �+l I VICINITY MAP - - 1 I F� I w � -t I SET NUMBER RECORD DRAWING G- 1 M_':�I'��NIi,:A�. l_rLNFi ANF Nl 'r_' L�IPF AND �MING SYM301 VALVE )YM30LS L 'r PLUMBING FIXIUKE INDENTIFICATION I I — )• rr • _ fi z Q — `:!P A.NC -I I 'IN:, NU Fl.. T-RN', r MISCEILANLDUS MLCIIANICA: - F!-1'JEi NC I- L W _ — J - J Q . . v . . . .;o tiara _ --- RECORD DRAWING ©EE,IN TRUNK ALIGN siA 1+42.94 TAM `STA 4174.44 N=5099.47447 N-5075.19120 N='�0v6.73195 E-41345787t - - E-482573195\ 599'4840N' E=56557J 525 Z-4734.55 _ N-5032 o701H f \ 832.OU' N S)49.47414 ! .58.931506 _ N '00 °°"0 1 SURVEY CONTROL PLAN FOR: E-50 4751 00 0340030 ry o . - ij a33N, N90'10 rY - v'0. StA 19494.44 \ N=4176.9739: {-� III^\//^III l Ifl/` / Ih\`\/ III^\\\ rY� x a `��1A 41.94.14i r r' \ V/ \ \�� \! V V -1 % 3 E-4Hta616o1 L / A ZD N=417fi H1392 1-25s e1607 � 1� z 1 °° CITY OF BOZEMAN BOZEMAN, MONTANA 797 Hd N-'' 12 8/59'2 �� i f-2513.61fi0' II N_'141 7.92 AUGUST 1998 ° I LL �kl N �4L 97021 0UR51 N lWf k. 1 E 34B.'1554 itA IU 73 - TyM-4 _ '+"13 )�.���-� -IA � �_�'. N 1,R NL: f 571�5" t [. =►}� PCNNMI VAR, h1p:1N ll,; -� ` -- N-240(L4926' I1 h M RL IN, f.VA I1!11 w ,Ef. 1 1 TA 17 C 7 f I.RIINh 1 N. N 4 1 :48: �j� '.1• . IA 110 C R�T-IN AtI-N EA-Tf t .181'14`.1 77114' N 3 Il:)/ , .L 2 a '1,•H T N PAVIN(,ALt�NI ~~ ~~ f 4,71454 I f54171� N 9) 4 44 LJ -- - _� _ Z 4 S ! 17,U ;A Hi✓ N N kl-N,; EA_.TN tiCEN_t �� •, 1 . 3_ k�M1 4 4]a 4 13H0 FIT E <;i �! S SH 6 N:'I I I N I 37N al IrP-1 � 3 U''ft � _ REBAk [- SF 4H()� t :l M1 4l v:l'4 T,142.71454 E3kd VAV ' FC-7 I. W _TR V I F9}G929..383584 CALOL G00 - 9 1. 1 i I blh N 1 i 54321 E -H,'929F, AL+ALVM. CFP N l U Ui10UC— F-�0z].0000o RR SPINE 14ill34 #N SH /_.,E_ k: F 4'..17 RR NE 4 iE % N N11_•L` RAF `P 'p i�t 1 FX MH. E CJAION 1 N+ N kN ERN H'.8 E SA 914e0 Rk ;PI NC -- 4 �i 44 TFI 4 N IL ' IN V H IG[ NCEI�A[' F:'1 ♦_ ill f. U 99 Y 7�6 2729 �F 2 59.57973 RR SPINE ° v=9' _ J ET I -1 tf1M F. MH f MM RIN 4'5455 NAIL 4E2].. NAIL 4/ 8e.54 fi i NAIL 41H760 NwI [)NNET tt ULI 4793.19 _4 N N I I 1 M F M4l 91 N= 936 17 ^, L,4 7 1 I 24 112oNN r'J:7N P - lA 7 0 BA 1� `.' E 1 h '�`.� ALI(.N Al N.AENT Y '.F1 Ih A fNALT� I W _ 1 � Q I GI'1f'IIIC' �C1Li; RECORD DRAWING G - liz ht .* '^ ou,." ~.-~..� ~~-^ ~, ~- �~ ~ ~ ,`-. ,_ � °`"~u� /� u,*° ^" *wl � -^ ,~°°^ �m^°,n ~°_a� .~ �, �� m v~ ���o `=^^°" *, .', .�~^ * w�.. ", °"m" ° r°�,v ~=~= r~� rot-,-, °re" w-cv— " ^`° ,`^ . ,... x .^`,` ^~~ `^ " `�`. .^ - , � ^ .^x ,., °=�Im "m =`°"' n F�l`a cn ~> ~°.m ~ A " ^ � *Lzv ,n. ~,` -. .nr/ LLJ ` X���������� [��� ���/l�JK� "~�~~'�^^^�° DRAWING `` ^' �~' | � | / i � f IRF, A, IT TER ` :f ki.I..I,;--,N A,NI.!i l.if FM I A` i.F Rf INf �'R�'�f fa 1 �I '��N AVE EVE NUE vp & - Nf'-.t R� —_ RI ! ;Pr —fp, + —t� >apw• -if a At _ _ �_ •(` 1 t _ VPl STA.= O+Y�jam.. . 4800 J 48t z �1 4l1 c e I , l� + E>t }1 CMP - (n .I 47, t� j jw W • J q , 4 RECORD DR AWING 1 .. . � ..,. �.. bit# � � 3i•�. C t . _ _,_ - PE VISIO'JS a _ 0 1 No DESCRIPTION DA It F3v w c�5�a V '7EF ..1 f ry+ N VI i l INI; Nf FF vI -R L iooz�oY 1 Nh Ir rszg �o'go wn° . U n - inn mnw 1.;1 •.�. t io'�3o�zao' i I 1 � j STATION F.QI'ATION: STA :1J+55_S� DIi1tSTON KOAII AI.II:N 5TA 0a00,00 ('OTTONIIOOO ROAII ALIGN. F- - - Z W � N V J Ln Q z Ln CfrW M W 0 m O WI Z W O <1 < O O a_ O f' + z — f'- > C� CV a a Q w � Ln Ln RECORD DRAWING P - 2 r_3 TE I I rr., I f TILL r T - I T. FF FI LL IH IALI 11,H III r 4. y, W III.,',I,r MI IIJAIIII'. .'•:II I Itll h' ':I Wlk N i 1h'. IN 'It L'A I.:,II NiI S i 321 I — ! ^�'•,, TA 4- 48 PT OI f... - ~- - - r + - IA rG 4B.S KI' _ -rt - tin I ,f '.INAC.;E} - -. / IIJ ..IL', I IM :Ii AIIJ NIF- N'., II ICkM ;FAiN INII I ,�„I if IN C I.%):Ti E I:I'; nIL LT c1" I All -.4F tv' IAI:In= F, A 1 •4. A TA U+95(485 RT: - 4 t•;= nF AJ _ - E'J6'EA IIE 1 s. T 4 fCF I F q -I - l.1ATL 2 -. i �dA PCP IT 4J76-1-7111 F ^M II I N I.:IAII N I IT - N"1,�_L 4 LE4�FLI I'UR f�f E 1 _ 1 d,�..r,F GIT I, hA'+NI i AI�� N �I I, N �1 }' IPJS LaLL LF F I' F E EE' L ':L41 - 4 11Cif IN,,I 711' NIl00 ROA[ 1 RCP IE +-7M-tr�UUI n_O�l #' 1 1 LF 1, N-IAI', IMF 4 I%'RIP . 1 17'1'Al':)ON FQ1.ATION: -)PE-02C7 12 P,:P IE 47F7fi5SA H70.00 COTTONWOOD HDAD ALIGN.= I _ STA 33+55.32 DURSTON ROAD .ALIGN. T DN I`. IN -T TFr-T TI ifV1 1 WATER MAIN_MULATION DETAIL. ^ O O + n y N + F 1 + 479 Q W ¢) PVI STA 1+12.840 ivi PVI ELEV = 4755.11 a' a O A.D - . 4.80 �3w K - 1 0.809 2.3.573 p 2123 = 1 �_ T o Z 4 100.000' VC o. n m'o m - riJ 1 245'7_ c + S 0o a zv_N o a a. a in I"' W FINISHED +z II n U ` > ;�  >I a' a n GRADE'�\\ F- 4760 �oxz ��2 co 0.83 IN'-.I A,I 4x8v3 0. z7 --@'"- ExTRUDED IUSULATION _ LAJ (AASHTO SPEC:-- 4 750 POLYSTYRENE M230 1D) .;e - 4 ` SEE DETAIL THIS SHEET ', v 4740 m=+OD Qo.ma I'f 1 q� V � RECORD DRAWING kD 3n 4720 --- H o p a,.� N f m m a D v,u �, Cl W �N N ¢] iV V `!M .],I� ui'-i �,u'1 .IA j viN f r O]Qj UO at P O O O N �' m (T,O On O O 11 a a a a a a a a a a a a a a a a a la a 00 11+ - - ---- - --0+00 a 1+00 2+00 3+00 a+00 5+00 6+00 7+00 8+00 9+00 10+ ` m ° -- - --- - --- ---- 1 1 P BSI = 00 12+U0 �3+0:� 14+00 15+00 16+00 17+00 18+00 )+U: 20+00 21+00 22+n11 23+00 24+00 25i -3- FT K 1,' �l 1151 K% 2 E -CENTER SECT. i INE TRACT 2 NQTlE COS 1846 CURB & GUTTER PROFILE SECT 10 FOR COTTONWOOD ROAD I SAME AS THE CENTERLINF S THE 6 R PROFILE FOR COTTONWOOD ROAD. ------- ------ ------ - ----- - ----- ----- ------ ---- ,� - amp TRACT I S(-A[ES 11646 I] v 2'* INSULATION INSTALLED ON WATER LINE MPC & us WEST ....... UTILITY CROSSING CONDUIT 28 1 55 WATER MAIN INS DETAI 74 LF STA 35+00 DITCH TO BE ABANDONED W' DA /LOCATOR DISC WE__Im -fir T, INSTALL 10-tf 26 5/8"x43 3/4" STA 2905 TO STA 35+00 MPC & US WEST ARCH RCP%/,pl/4 CUBIC YARD INSTALL 175-D LF OF C.O.B. - RAF'PLACEDST r4WD CURB & UTILITY CFZO�SUNG CONWIT D NT N GUTTER r"S D /PLUG & Mfi,�ER POST TA._./I OCATOR T Y� STA 421539 A -1 IPF r 12c, P 1w Cl A, I TH[ INLET AND OUT INSTALL 49 L 12 DISC AT 'LA P SHEET ARCH TN VT T VA F?tl RCP -MATCH EXISTING ASPHALT AND CURB&GUTTER COOT OD GOAD I/';(p (;IT-0 zi)% /TA 'NG ACCESS WIIHI Al k�NEFI HAX I I 1, [11 I]IN,iA_ W 1-:,M J,,AN 1:4.1 1 C�LNIE,<JINIL CURVE DATA: ITIll I Ii ll,�, PAL RADIU S=1000.00' EXISTING X" CURB RB & CUTTER I 4 URIVE AT LENGTH=55.62' BOTH SIDES LRAE�11_)S=10001001 =03'1 i'l 2" LFNGTHa53.47' ELTA -APW,, LYPiCAL ISTING ACCESS WIT lEllA--03'O3'49" 7, ENI�FAVM;Nl ANO-il�b AND E STING CURB & GLJ TER WAA(, W,,REI� Hfk'.[P BO SIDES,N',I A;1 '1*:NI)FARPIR A[IE v v --.q �TLI0[5 IANIDARI� )RAWINII j"961D SEE DETAIL z L) ',IA 14e', :)JI'74 W-4 W-4 AN NIFT STORM DRAIN IN SEE DI L FAIL I H I D-I STRE[T SECTION 4830 INSTAL 1 8 4810 > 48�)O C E7 0 z,Li ti LLJ _j 4 _j < > 47 re RECORD DRAWING z 6 CUR© & I,UTTFR PROF TIE FUR WFST BABF-0I'..k a �t d it HI IS THE SAME A:, THE CENTERLINE F'R`,TILE FOR WEST BABI-UCK STREET- )RAT.( 0 48' uF 18" RCP tROM SDI TO POND - o x w" ..w w1 - -.... I I tY INSTALL COMBINATION STREET MF°C & Lc WEST TRACT 2 TRACT 1 MARKER SIGN/STOP SIGN UTILITY iR0LOI A CONDUIT + ° MPC & US WEST COS 1846 COS 1846 wP . 1R" UTA w/LOCATOR U6C STA 0+21 INSTALL o~ \�,,,, 1171LITY CROSSING CONDUIT STA 26+19.70(19.5 LT) MPC & US WEST STA 16r50 195 LI 18" DIA. w/LOCATOR DISC INSTALL STD STORM DRAIN INLET �. 6' DOUBLE GUTTER ( ) ° I I I T-E (SEE C.O.B. STANDARD UTILITY CROSSING CONDUIT STA II+68.6 INSTALL 'STD STORM DRAIN INLET DETENTION POND WB1 GRATE EL=4784.60 A 18" DIA, w LOCATOR DISC STA 6+05J0(19.5 LT) STA 9+76(19.5 LT) CRATE EL=4787.02 IS"RCP IE=4781.30 IN I DRAWING N0. 02 9-1) / INSTALL STD STORM DRAIN INLET INSTALL STD STORM DRAIN INLET INSTALL 100 LF OF 58 1/2x36 RCP 50'x32'x2' w/3:1 SIDE SLOPES I I 01 ARGE TO , 11 RCP IE=4784.57 POND EASEMENT 82'z47' 18"RCP I�F=478L20 DDT B TER DITCH 2 25' RADIUS, GRATE EL=4788.44 GRATE EL=4788.51 r/FLARED END SECTIONS k WATER MAIN IN 7IAT(ON D T f. I INSTALL C. .B:STD �1E1alaR PaR I I 1 ttPICAL - -iNSTATi'C.0.8.STD 12"RCP IE=4785,92 I 'R P IE=4785.92 _ _1/4 CUBIC YARD CLASS I RIPRAP INSTALL 37 LF OF 12'RCP - w "' _MONUMENT AT-THE INLET AND WTLEr - AOPE=020X -- - _- -- - - 3''To - -- - _ - - - �N � x - - m- - - - - > z° - - - - iiwzz�-- - - '� --- WAD, 25' RADIUS, INSTALL 37 LF OF 12"RCP INSTALL 37 LF OF 12'RCP R PORD TYPICAL SLOPE=02 SLOPE=0.209. . SLOPE=0.20X 2'RCP IE=4784.41 _ INSTALL 2625 LF C.O.B. STA 26+19.70(19.5 RT)STA 6+05.70(19.5 RI) STA 9+76(19.5 RT) +�I[cT q D/� (�I/ 7[�['[T STANDARD CURB & GUTTER INSTALL STD STORM DRAIN INLET 2S' RAD, INSTALL STD STORM DRAIN INLET INSTALL SIT)STORM DRAIN INLET WEST I B A B C Ol_.K STREET R E E I STA 16T50(19 5 RT) RETENTION POND WB3 GRATE EL=4784.60 STA 0+27.9 INSTALL ST0 STORM DRAIN INLET EACH SIDE TYPICAL PLACE 22 1/2"x36 1/4" GRATE EL=478&44 GRATE EL=4788.51 100'z33'x2' w/3:1 SIDE SLOPES IS"RCP IE=4781.10 IN GRATE EL=4787.02 POND EASEMENT 132'x55' 18"RCP IE=4781.00 OUT I CLASS IV ARCH RCP 12"RCP IE=4785.82 12"RCP IE=4785.82 12'RCP IE=4784.Q I w/FLARED END SECTIONS 28 LF RETENTION POND WB1 MPC & US WEST a.INSTALL 3B-EF OF 12" RETENTION POND W82 UTILITY CROSSING CONDUIT & 1/4 CUBIC YARD CLASS I 100'x32'x2' w/3:1 SIDE SLOPES RCP,SLOPE=0.20% 100'x25'x2' w/3:1 SIDE SLOPES 18" DIA. w/LOCATOR DISC to I I Z RIFD O PLACED AT THE INLET POND EASEMENT 132'x54' AND OUTLET 12"RCP LE.4785,76 POND EASEMENT 132'x47' - - 28 LF 0.58'OF FINISH SEE SHEET P 4 INSTALL 30 LF OF 12" W I COS 1005 ROCK WAS ADDED INSTALL STREET MARKER SIGN N I IQ 1'=100 H RCP,SLOPE=0.20X I -10 V NOTE 12"RCP IE 4785,76 FROM P.C. TO TIE- a O �4 N 3 IS" HOPE CULVERT IN WITH COTTONWOOD a I Iz) PLACED ADJACENT L I 101 w TO EAST SIDE OF O ARCH RCP SEE DETAIL \ SEE DETAIL LL <N!o I Q Q,4 - STREET SECTION STORM DRAIN INLET woo FINEST BABCOCK STREET - - 4830 s n o { •J .ly I-A r., 'h PDIh 1 II i- 478917 HIGH POINT}f1,FV 47e9.90 IOW PONTPCINi FI TV'-47eQ.?a HIGH P01NT ELEY 4790.13 - - - - - T n a E.I A I+`,1 w t114hi IA 6+:1570 MiCH POINT jTA.-81 CO III*4 JIN1 -:IA:- 9+1/91 M104 MINT STA 1 1 +71.3F LOW POINT ELEY 47877., a � P ELEV=4791 PYI STA F 05,7:1 PV' 1A R♦1x1 F,rl :TA - A.RT�F - uh 'SIA - 11,is LOW POINT STA_ 16+346^ - ,-. - _ - _ - 4820 AD =.-1 t6 PM I I I i,. :I.... ° r'VI [LEV 4790:19 RBI STA= 16+5D '.. - - i K =8589 A' - nD = - ,'4 P�f ELEV= 4787,F,0 PVI EL" 416, t00.W'VC t. _ ;4.8o A,.. A.C. -1.2n : E IpO CI(i VC - 481 U 4810 x 480C a 4800 z�n EXIS TING _ - Gn Q $$N GROUND w I w - ,Ip;._LI .� iE 0.46 -0.6 EXISTING; W z\ 4790 _ - so GRD ND, f STA 5+45 - __. �.IIS_ E - \1` i/ 4790w C Ez 14'CMP a 1. t4 L - _ _ - r,. - -_ naxz O C r. E00�R O �B� - r 1 _2� ._.�-0 Fit,REMnf" -_ 1&..I Lj D- 4780 Lei ales n - -- -- i; ,- IE - I VC Q Q w ~ _ _ _ i. 4 780 C ". \TELEPHONE RING Q L C COVE ELEV-479080' r. -- - -- - i.' o - - R �� 'gym '� 1NSULL 4zI6 cS'' ^ , - _- -_ - .-_- - _E ��, � O L.L.I C m Z L I 0p _ STA 0+27.9 -`+ q' _,y � E%TRUUfU NSl1LAIUX4 O 4 0O - 7 RE R2EMovED K 11 v 7 u a IAASHiO SPEC _o? - 1� 4770 - _ &RERLActo w/ a H 1 : m POLYSTYRENE M230-70) o_I 3 a:1 �' 47/0 m gOo 22 t/2'x36 1/4' SEE a r-n U DE TM TN1S SHEf P-- - w _ - - - - -- CLASS IV ARCH RCP : - Z w E O CL-4787.D5 II ,p,S 0' .m •w V C m - - fL=478714(N) 4OmO 7 " +� 4 _ - 0.400R GRADE 1 F- r H T 4 N 4760 I C . �aoLaa � mF 4760 q n a N L, RECORD DRAWING q 4750 j 1750 1'Ro.IEGT No. 2885.004'047 0310 4 W - - SHEET NUMBER co g Is a Da o+a a +q < 1 < < < < � < d � _ , � s < Lvrlc N M BE L UU 13+00 14+ 000 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+ D 15+00 16+00 11+00 18+CJ 1a+(0 7lIC0 21+00 Li+,IO 25+00 24 0U P 5 pp NO. DESCRIPTION DATE BY gl 0'fOF-E MLFI xrtaw M _ — s_ gE WD ow. e'-o•tort oo" 1 REVISIONS 8/11 KW m m121-1 .s '/♦ nvx�sww ao.n �� 2 RE NSIONS TO VERTICAL ALIGNMENT 8/28 KW O) 3 AS-BUILTS 11/11 KW EXISTING EDGE a aoTM sus cTM+uo EILM mo """"•^"A' J r- OF DURSTON on " t I ROAD r 1 ro rav ar a�woErlusv/21 w NOTE: b 3 Q W b Ib INSTALL C.O.B. STD ';' ._' SECTION A-A IS.. HOPE CULVERT v't$ U g MONUMENT .• '' CONCRETE APRON SECTION FOR CURB INLET PLACED ADJACENT 2 C, STA 6+3&6(20' LT)0+55.5 ers coOSE SECTION B-B C.o.51-0 D—C w D2$a-,� L SJ m TO EAST SIDE OF U INSTALL STD STORM DRAIN INLET CONCRETE APRON SECTION FOR CURB INLET INLET!APRON TYPE t ARCH RCP I �U STA 0+11 I I I GRAT€ EL=4760.54 c,-s.. D—o w oss2c-,.t INLET STRUCTURE DETAILS INLET APRON bL� 2 m a m REPLACE I 12" RCP IE=4758.04 P-4 D-D..n.�oxo » TIE INTO EXISTING EXISTING -}, - - P-5 PAVEMENT �+ CULVERT ? 72 LF/SELF OF I I STATION EQUATION: 3 ^ 22 1/2"x36 1/4" CLASS IV 30" RCP III STA 7+16.70 DURSTON ROAD ALIGN- STA 14+00 (20' LT) q4 \I� ARCH RCP =' ` INCLUDING STA 0+00 FERGUSON AVE. ALIGN. INSTALL STD STORM DRAIN INLET 2 1 SWALE BOTTom CL EL=4787.05 �''•. o GRATE EL=4775.61 END SECTIONS �I INSTALL 39 LF OF 12" RCP rn 12" RCP EI=4773.11 INSTALL C.D.B. STD INS ALL C.O.B. STD RIPRAP EERY DETAIL MONUMENT PLACED O �� SLOPE=0.57 INSTALL 39 LF OF 12" RCP _ _ _ _ SLOPE_0.5% MONUMENT 17.SLOPE - ��1��_- - �[_ _ - CL EL=4756.50 INSTALL I COMBINATION TA BEGIN PA MENT - STREET MARKER s - SIGN/STOP SIGN IN TALL CON ETE HEADER 8�z8"x36, BERM 1 �� BER i 1 -gFRM`� MSTALL 26-2II_LINEAL T C.0.8. 1 _ _5T_ANDARD CURR,4e GUTTE . BOTH IL IT I I 1 1 I W I \ SIDES-OF--F,�RGUSO VENUE REMOVE EXISTING / INSTALL 6' DOUBLE GUTTER CONCRETE HEADER I 1 / I ST 14+00 (20\RT) �� \ DAYLIGHT INTO SWALE. 25' RADIUS 0+55.5 I` Ii Q (SEE C.O,B. STANDARD DRAWING H02529-t) f, T) Ili STA 0635-6(20' RT) 1� INSTAL STD ST RM DRAIN INLET �� U INSTALL COMBINATION / G ATE EL=4775:&1 GRADE AS NEEDED UNTIL 2' II INSTALL STD STORM DRAIN INLET / \ (/) STREET MARKER SIGN/ ER� GRATE EL=4760.54 / 12" RCP IE=4772.9J DEEP SWALE CONTOUR. STOP SIGN 12" RCP IE=4757.85 END PAVEMENT AND CURB & GUTTER INST LL 12 LF OF 12",RCP INSTALL CONCRETE HEADER 8%8%36' PEDESTRIAN RAMP w/CLASS I RIAP INSTALL DEAD END BARRICADE (19' BOULEVARD WEST BABCOCK) AROUND OUTLET (SEE C-O.B. STANDARD DRAWING #09810-2) (24' BOULEVARD FERGUSON) INSTALL 12 LF OF 12" RCP SLOPE=0.5% F SEE C _ 1 w/CLASS I RIPRAP 12" RC S P IE=4772.85 , TYPICAL W ICAL THIS NOTE 'I AROUND OUTLET '~ 1 SLOPE=0.5% 'A I 12" RCP IE=4757.79 � CURB & GUTTER PROFILE FOR SWALE BOTTOM STATION EQUATION: I ;24 1 FERGUSON AVENUE IS THE SAME AS EL=4773.00 STA 0+00 M. BABCOCK ROAD ALIGN.= THE CENTERLINE PROFILE FOR STA 26+65.84 FERGUSON AVE. ALIGN. SCALES FERGUSON AVENUE I'=TO,' H SEE DETAIL 1"=10V D-1 STREET SECTION C FERGUSON ROAD 48U0 i Q 4844. m m n VPI SIA - 5+00 0 VPI:ELEV 4764,64 a u &a' I A . 0.590 : o °m° - > - - n ------ �_ - CATCHn�P"T - m : a w _ E XISTING GROUND o CLAS°.m �^ W �RIPRAu ;o% 1�` r E7C1STiHG; 1.- - _ _.47fl 4/8i.! M o - f w < : > j ®OUTLi 1 - _ -_'.- SWALE 80YTOM �T : )$� 22 1/2• z S6 1/4`_CULVRRT &iI (2' BCLAS NOT D) CL EL 478�1I.05 FR�ISHEDGRAD6 - AS SLbP€=tAS% > a I � - CATCH POINT 1 > - 7$ CATCH OOINT _ :_ +-- t __ 4 770 W _ram --_ - 1 CI ASS I EL > OUTI E' LE 9QTT /�. 0.T27% w 1 i tV } 1 V -CA1c4 POINT - n c < w J 47501183 - 47 Q E \ C4.740 4740 g d GO 8m d3q 4 4739 } N � - - , - RECORD DRAWING ' --- - 3 J�ocgaiG, OD._ 0ba+$00 �^a^�`^sO +nao1`^s_� rObaa sv' mna uvyn n^fa,ti`o-Cv u�tsrwa. m,<fp.i�^an n+�a �aI^a-__�<m^a -a^a ♦vE^ao af4i�,^a �aN�a rna,re^at, -tro rn,nvn 'av i^av mdn,aT. vvI(ra'-� "a',rvra- oaam^a� mOa ai^an aa.�^a� �a d�^a+ I_aOn-_mO�a 4o' °ocn arn m �m ,, Co woo0w 0w 0w mO O MCC,0661 -0 110 b'b DR,IA PW U E; 1+00 2+00 3+00 4+00 5+00 6400 74DO 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 REVISIONS NO. DESCRIPTION DATEBY REVISIONS 8/11 KW 2 REVISIONS 8/28 KW 0) 111 (SCALE: 1"-5') 49' 6�5 7 1 ;i X4, ♦ c.O.es m I I z 20' (Tu,uAT) c o..,S. ff SEE— us,-- 21' 24" -AI� T- 4/�<, L TO STA 21.% ,SAXI ♦4---�Wu (VEST ..TO—29.. 3-ASA—T PAAEI� (EAST SICE) TYP SEWER z z, (SCALE: (1), FERGUSON ROAD DETAIL P-6 (SCALE: 1"=5') 44' 1.. TE,u-c.o.s.S- XV w c.o,e sm. 2W 1. 'Ir uTI EASIA 2.00111 ♦ TYP— A- WASKD AX)cX ­—111SECOtAISE 3-ASPH12'GR DRIN. i1'P SEWER YAM a0o ALT AVFYEM TO III—EX.cRE1D S BABCOCK STREET DETAIL 12'.1.cEPN-4',TXA.SELECT PIT I-I&AYL P-5 (SCALE: TVP SE.—A'. NOTE: 3 —T PAVEYCM To A:I---—EcOAX'S' THE cQAEX`X3XS K—1(AS NZ MAINTENMU-MS Di SEWER MAINTENANCE ------ - � ,s- ACCESS DRIVE IXALX (SCALE: 1"=5') F NOT PART OF THIS PROJECT cn j DURSTON ROAD DETAIL (FUTURE COLLECTOR) U) < 1-- �Z- LL- p-1 (SCALE: C/-) L'i Z P-2 LLJ mi o > LLJ 120'X/W Q 0 C>-- Of Lli LL => v > 0 LL-J a� N C & .5- 0 < c..STE m C P wKIT 24M 2,M 4 A le -M'P RW TYPICAL splu cum F NOT PART OF THIS PROJECT LL NW WAIEA YAM —PROJECT NO EAST LANE (FUTURE) 2885.004/040/0310 SHEET NUMBER qQTL: OVERBURDEN MATERIALS SHALL BE REMOVED DOWN WEST LANE 1"=5')COTTONWOOD ROAD DETAIL11 PLACED (FUTURE ARTERIAL) RECORD DRAWING NUMBS TO GRAVEL MATERIAL. PITRUN MATERIAL SHALL BEDRAWING FROM EXISTING GRAVEL MATERIAL TO TOP OF SUBBASE P-3-4 (SCAL PE: DEPTH. D - 1 EE—tclIG DETAIL1.DWG 11-17-98 12:07:45 prn