|
0,
<br /> CURVE TABLE
<br /> >
<br /> 7
<br /> �., < �
<br /> ,
<br /> CURVE DELTA RADIUS LENGTH ( "I�, a' n 20_ c , `d,
<br /> C1 4 43 33 1502.93 123.96 > I s ` + � 's
<br /> C2 2'23'35" 1476.05' 61 .65' ,?q �`
<br /> J
<br /> OVE
<br /> ' Ini i ) IS
<br /> SINGC3 1'5'8" 2926.38' 55.45' 6 1/ _�o
<br /> C4 5'5'6" 888.00 78.81 ' PHALT PAVE ENT T0 20 40 60 o
<br /> ST P .L EXIST
<br /> LINE TABLE y r _
<br /> Scale 1" = 20 ft � ';, �' t 9� .) ,. . }��01 x to K IOD
<br /> ? G �
<br /> LINE BEARING DISTANCEI _ - -
<br /> ,1 VI"-
<br /> o �� � .► — '�� �
<br /> ' " ' � „ -' �,_ _ .. '. �', '',9 �- , s iso };' j YXv rm�.� n
<br /> o
<br /> L2 N 5 27 210E 115.02' -1 " � '. - i, ,, � .ie° c 1 'm° s w � � --- o
<br /> i _---.?----`.0?. �?'_"-- < r7-"_.-,i,-. y. _.,/ v �t> �l< -;' /i< .0 _ '��-0 Gl Z`A, rm-
<br /> f _-_.---
<br /> ui
<br /> L3 N 8'14'54"E 73.61 + '�a i ��_ ! 3 ��
<br /> i CbNT_.-TO
<br /> SHALL ENSURE. N
<br /> > " r /A --___.__. �.`�� -*-'--"fes -._...: -,`<-mac' *`3,:.' - Z _n- '1' ,>♦' . 6�� _ ._ ,> t.... _ 5. ( ..
<br /> L4 N 9 50 03 E 136.85
<br /> _-EXIS ') " ,, . .�, rz: av - ✓ r.�_,, -+x� `n, _o A o + '}` CHAT-ACCESSYTO T.<m
<br /> Fv T. PL C> ) < i + k ` l, V �s`-._"_ -C� �y ch o ✓[. 1 f , 1 �3, G,S, O'\ v 'O
<br /> sZHE EXIS
<br /> ,. .__-- �_ °' � _ X ' _.v.._ _: __� � ✓ � 'E , � � � -� `�} � ,.�, . . �. bRIVEWd ' IS hAINfAINED _ �
<br /> v,
<br /> --
<br /> <<,. -- _ - "�: -- - • _�- �: <'z: � i� -z -Wil) i11 THROUGOU �CON5TRUCTIO}! N + • SEE SHT. CS' CROSS SECTIONS
<br /> - ---
<br /> b: ' �'� Y '� J >r_v N } '\ `d. V W
<br /> , ``-` fi ,3 n w FOR LOCATION'OF TOE OF SLOPE �r a' o
<br /> _-
<br /> - _
<br /> o+
<br /> jj
<br /> �Q� ��� 7� }%J ��„f,{) -- � <"^ �J�, ... - .i`., � -'sY � � �
<br /> .- . F ,%l T
<br /> ,. N
<br /> ) .---FT
<br /> r l ,� _ - 'r_:y-' f • __._ - ____..T ) ,�'72.
<br /> ,
<br /> I
<br /> ---_---
<br /> 9, Q �,Z
<br /> tJ _ _ _.._ ....
<br /> _,_- -- - ).. --_-.. -.._.-. lKf JFi ^
<br /> -
<br /> t g
<br /> -..� -t Ci - --._ ';C�"' - -f. /, , .f,/
<br /> - k. - - -+ }, ' c°: =c. - - MON MENT --- N N nl
<br /> r _ _
<br /> -
<br /> - _ ��, -
<br /> o -_� _
<br /> A }
<br /> �' --- ,-�,-- �_ ��-` � >„ ._ E P SAW UT LINE N I
<br /> _-.
<br /> ,� .(.` (J I0�,0} •/ I ISO a bTi� C4 Ln
<br /> --- NT ra
<br /> _
<br /> - AIN
<br /> 0 --- -
<br /> IY► -
<br /> __.
<br /> 9+ � _-- ,BASE LINE 62 &, �� Vii=--
<br /> 0
<br /> 00 --
<br /> w W - _ -
<br /> �> SAWC
<br /> vv-_
<br /> _I _ I o
<br /> �- +-�,
<br /> 00 0 � �
<br /> n c� 2, �� 500'1 W 'r80' �� , CU 0��., cYi
<br /> --- ti ' DRAINAGE DIRECTIONAL_._ m� ,; p, m ° C BASE CINE B1 & m ��� 3 . ) w m ri
<br /> -U W
<br /> cn FLOW ARROW, BASELINE .'.B i & �' ,
<br /> A
<br /> ro Li 8$+00_y - - SFr. - = cx
<br /> Ei _ ,.� <rI� C2 -�-- MONUMENT \LINE _-- -- SAWCUT LINE µ s <i A � s .. <�, Z o =
<br /> _ SAWCUT LINE
<br /> BASE INE „ C1 ?� — - ' - i -. a a
<br /> G3 L2
<br /> pt
<br /> WCU7 LINE �,' , p ��< ,3, vC ♦, 4
<br /> }, SA _.
<br /> a
<br /> t.0+00
<br /> . 't
<br /> <.. -------_` l- --r.. .., -.,)Y- ---'-.-`-a'S , <-•_..._� (,,. F' ., .,. _._c{ ..F.! - . t7�--- _--_...._ _:_._._... ,S'Z?S-f_—___..__._._--(. .0
<br /> .. -
<br /> ...- _
<br /> _ -,,... _
<br /> �> 86+0 -1- -`�ti----------
<br /> --- - --='-' -- - — - -- - D —_
<br /> O t
<br /> —
<br /> 4
<br /> 00
<br /> I- j -.___...-_-___-_.._- O._ 1�t�,S —... - �rj._ W --.
<br /> N I�_ N ISI;
<br /> cz
<br /> ___'-�" _.< 4., >, w "u'... -4 >1, �� D co
<br /> C2e ,, '� SNiaOf Co -+ , ,7�y, 4 ,+ {� M
<br /> llw
<br /> s --
<br /> CS 00 N
<br /> r Z > , � ��`Om )^ Cy + �� �� v + ol+ rn + �i m S � Q _ .�� - q �� aU
<br /> -4 rri -4 rn'.; . �n \ oa .i APPROX. LOCATION N _-4-
<br /> Ln
<br /> m o _ _-- - 4 ,. Z o
<br /> v_ + n, in LOD
<br /> n � Ni ` GOF EXIST. PL -'N w c�, y - Ln
<br /> c�
<br /> a Z > -4 v / a► .0. rn m � __-
<br /> N O -
<br /> O 2:° �` ' Z o+o o �'_,� o ? rn <, �_ ---._------ O F, —� r b - h �. .. ._.. \ V1
<br /> _ ... i,i ��K7, — -- i.�..- �- .
<br /> + �� p I� II - � .II
<br /> m +
<br /> O C A j O) O O
<br /> to 0N N
<br /> k,
<br /> V I*1 / _ W 1 -'-- _ --_ N
<br /> 6 f �
<br /> v
<br /> D
<br /> • -_
<br /> v � N °:
<br /> v � O O N x
<br /> -1_. O O CO N LQ O
<br /> -O O 11 r O7 � . _�_-- -- 9r _--�� . ,�; C' � + C9 N N O d N + Z > N
<br /> j
<br /> _--
<br /> Q 04 + N N � = Nin co
<br /> A i � �` `�'fv � _1- cn O x O O O µ O w
<br /> r- �� ( �-i z rriN w > Q Q w j N Z _ °� rn
<br /> 208 —x -w F---� EXISTING GRADE 208 v
<br /> ® _ f �� z w 0 w w w O CROWN
<br /> PLAN � a w w a 3 w o
<br /> 206 `o W � I � w c =
<br /> SCALE: 1 "=20' HORIZ. - - __- - 1-.31%- — -
<br /> 0.78%-- - - - - - —u-.26%- - - - - 0:05%-- - . - 206 Z ° o
<br /> _ 46 C5 �c>
<br /> Z t c
<br /> 204 7::FINISHE GRADE- - 204 W ° o
<br /> EXISTING GRADE 0 BASELIN EXIS ING GRADE O o 0
<br /> N
<br /> DATUM ELEV BASELINE BAS LINE DATUM ELEV > M
<br /> 202.00 202.00 Y vIL
<br /> h . 0 a I in 0 t0 to 3
<br /> N N O N O N O N O
<br /> N N N N
<br /> 0+00 1 +00
<br /> PROFILE — BASELINE B2
<br /> PVI STA = 1 +26.33 SCALE: 1 "=20' HORIZ.
<br /> PVI ELEV = 200.32 1 "= 4' VERT. w
<br /> A.D. = 3.08 PVI STA = 3+23.53 O
<br /> K = 50.59 PVI ELEV = 204.66 H7 41
<br /> 156.00' VC A.D. = -1 .38 f1R
<br /> h-I
<br /> LOW POINT ELEV = 200.81 K = 84.43 00 ( ` - ' 1..4
<br /> LOW POINT STA = 0+92.85 ,+ z �'
<br /> 116.16' VC of rl
<br /> V
<br /> o w ^1
<br /> it N 90 ^ N_ N n4
<br /> �— W
<br /> O M a O O M N D W F r ,
<br /> 208 Q M F �- d o N " >� W W 208 LEGEND `F�/.j1, �I
<br /> d y O X N j > W W Fy 4
<br /> 206 N o t - v -( m m 206 GRIND EXISTING AC PER r',
<br /> z = Gi I� m o �i -0.83%- _ W �I
<br /> - - - - - - DETAIL 1/C1 0 O W
<br /> - - -- { 1-1
<br /> NEW PAVEMENT do OVERLAY W
<br /> N N -_ ___ _.
<br /> 204 m--��'� ao- m _ - - -- - - -- -
<br /> ± EXIS ING GRADE O ROWN - 204 PER DETAIL 1/C1
<br /> - -2.20%
<br /> - - 202 6E CLASSV 11 GG.
<br /> 202 _ - VE
<br /> _ _. ._ __ - -_ - - F-I
<br /> - -0. 8X -_ ___ - -_ - EXISTING GRADE O
<br /> 200 PROPOSED TRAVELED WAY 200 P.C. POINT OF CURVE
<br /> E - - - P.T. POINT OF TANGENCY E4
<br /> d - - - - - — FINISHED GRADE O
<br /> - - - - _ _ _ _
<br /> - - - - -
<br /> - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - � PROPOSED 1`RAVELED WAY E.C. END CURVE r1
<br /> b 198 EXISTING GR DEO _ — — - - - - - - - - - - - - - BA ELINE) 198 B.C. BEGIN CURVE (+1
<br /> D PROPOSED T�ZAVELED WAY EXIS ING 8" SSF � IR BASE LINE Q
<br /> 196 ) 196 H
<br />~ 00 QROFESS/ONq r��
<br /> j 194 N o� 194 yQvp CL R �OCq(;c� (V�
<br /> O N 00
<br /> 192 + 192 * Expo 65 304 03 E-+
<br /> N W
<br /> DATUM ELEV DATUM ELEV slgrF clvl
<br /> 3 190.00
<br /> OF CAU
<br /> O 190.00
<br /> n v o ao � o, o 0 . 0 00 a DATE 01-14-02
<br /> rl 4-
<br /> d a vi vi
<br /> O ND NO NO 00 O O
<br /> SCALE 1"=20'
<br /> N N NN NN N N N N N N DESIGNER A.M.
<br /> NN
<br /> n0+00 1 +00 2+00 3+00 4+00 JOB NO. 99549-16
<br /> n PROFILE — BASELINE B 1 PREPTRED BY OR UNDER THE SUPERVISION OF DATE SHEET i�
<br /> SCALE: 1"=20' HORIZ. CHARLES R MCCALLUM PE 53447 J
<br /> 1"= 4' VERT. LICENSE EXPIRES: 6-30-03
<br /> to OF 7 SHEETS
<br />
|