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1970 - Mercedes Drive - D-0175
I will i;j t MIL 10TAL PRCIFCT AM Vol A 2 W;� 00 Zvi 7 50 V P.R, �GFTA,if' A?lot so? ", TT 77 A owl 11 a i1xv Ala.;;Zz 7' ml K a it,-'41 dey a Amp As 7.4 An ... ....... 6 G 4 7 70 7 11b 77�Q 71 7 Q fS 5 I . ........�ITO DISTRICT ATO Ins took A� VIA",77 IMAT 05" M� ALOOF Mi not IM04 low M too son WX Ann u RVARV too,MV-ON.-volt,Aso Wo"Max a 0 MANOW I MT Vol 74 ME—dome, As AMR Plan -onto TRANSPORTATION AGENCY I G,'N, 'S E C T I Is! CHVINW4 0* Ht"WAYS tog, lose a pow .............. T ry*4 77� GENERAL PLAN , r, ST c4w" 7i7v- I' ILE A _T 8MME POS DRAIMNG moll A ow oil I MINI 1111op"Mum -777-77,,717- -volt REVAMN DATES ORLY1. ........... ` y 6' t r i r I T / f r f ATASCADERO i I f ct f 1 r m z I f r .. I I r F , , EN® 0 PROJECT v P / ti ' 4 i P I :----'f" POST MILE I , / f Q41 ,i S LE 19. ? r I - I r l , _ i 1_ DES 1 , � c t 4 a7 1 i 1 i J t t i F BEGINNING I OF PROJECT , _— — POT MILE 16.0 n co I U(:yl .n --- i t y L O f LCI it J I I I r I I r: Q l r; l � , 1 � I 1 � % "I Q i �I � I z I STATE OF CALIFORNIA I. BUSINESS AND TRANSPORTION AGENCY 41 DEPARTMENT OF PUBLIC WORKS O DIVISION OF HIGHWAYSR "' awwITLE 'HEET DISTRICT Q5 jAlK AwmRE L I MIN I A Y I P I / G , CGSP / i -ROCKY CANYON RD.O I IN ,TSC ER0 AND .R® JTE Iw MILE EAST OF TEMPLETON VISTA 0 - S � 0 - 1 . 1 - 19. 7 M1 _ � I ox. �a r ,x �x �r 6_.......cn...e,rr....,..:...,x xxv. x E DIV,NSHEETS CALIF. DIST. COUNTY ROUTE SECTION SHEET :.TOTAL -- 12, kV O. SHEETS / • MY. Y. ® � APPROVED -____.__ ._..__. ____.__. —__-....._.-. .____.__- ------ Line of overage cut Contoured plane ---_-_-- _-- STATE H MA Eh �NF_ER N-- On Grading Details '� Stp. 47 to Sta. S I t , Lt. Sta. 18 to Sta. 5 I t ,Rt. H i nqe Point C,v, ENG rvE R L-- No P Topsoil i-tinge Point Hinge Point 46 ` to centerline ^ - - 10` 0.511 o 5 % --)1- DESIGN DESIGNA110N `a o� 4 Sta. 17 to Sta . ?-1 - , Lt. Sta . 5 to Sta. 18 , Rt. _ o r ADT G9 = 2 00 D - 55 %Sta . o to sra . �� tLt. � � 5 DETAIL. --� ® ADT ( 95) 5700 T WIDENING5 ® r4` Max. VERTICAL CUT D H 111 510 60 MPH 0,33' Ave. T.S. —�- Stations : 23,25128,30,37,43,47 81 f Toe elevation St a. 0 to Sto►. 5 Rt. T 1 5.55 SERRATED SLOPF- In all cut slopes ZI or steeper SLOPE TREATMENT Q.35' A.C. I- - 0.4 5` A.C. 0,35` A.0 : � 3` 8' l2' 12 ` S` 3` (@ Hinge Poet Profile Grade �----- `pert €cal Curve (D `� ��Q���,� 0.33' TS. --- 5% 2% fa 5 / �2 Dimensions shown are subject to 0. 33' T, S. tolerances specified in the Standard Vertical Curve Specifications. 2 . 15 ' 0.45` A.C. 0.35' A.C . c Fra Station 2.0 to Station I 12 � ®. 5S' A. B. Hine Point Superelevation as shown in the Plans 2 ° or as directed � q h the En ineer. 1 . 15 A.S. Minor paving detailed elsewhere in the Plans. Station 13 to Station ?. O :h Vorq from section below to section above OTES 1 .0100 ' Basic Riqht of W aq Width =j D See 1NIDENING for exceptions . , See SLOPE E - i ` 0.35 A.C. 0.45 A.C. 0.35 A.C. — (Z) S e 5t E TREAT M NT for modif ica oils. g 12' ` 8` 8' 12` 3 Omit T.S. taper on Cut slopes 2 : 1 or steeper . 12 Profile Grade ° See GrQdinq Details for requirements . , ° �-. 2 % 2 %-- - o/ �. 5 /0 5 2. 15' 0.351A.C. Station 0 to Station 13 0.55' A.B. 1 . 15' A.S. . 0. 30' A.0 . H I G HWAY 41 LEGEN 1 – � A.C . = Asphalt Concrete ( Type B) T--� 3 4 12 12 4 0.33 T,S. in e Point PGradeQ���t A.B. - Aggreqate ease ( Class 2� H q or Profile o ° 4 ° � �.� °� Subbase (Class 45 /o 2 /0 2 -*. � �� �Z A.S- Aggreqate Su ) �•.� or �la�ter T.S. = Topsoi t 0.3 0. A.0 . � 0.40' A.B. HinqE Point 0.33 T.S. l 'S 0 0.8 0' .S RECOMMENDED..__ ROADS STREETS V",*& /"N r"% r"% e"N 1"W" t00% 1101111%, N A4101%. A�siSi ANI S-11 H,1--' L:_,f TYPICAL -_... _-___ _.... AS 'T—T 5Tnr, t-It lN n_ .. . n,v.?9u&xtartLla:3sWiHA I i 1,-`'' 1,11-1-1 ----�1-1-14"-,.�--�-1--�----.-----.-�l--------�--------,--,--�--,----,-,--L-.----,��t-------__,___1 1_,__r I F� , � I I i�'�i t,1,I" 1 i I I I i I "" I'll.I I 4 i I I i i � I I T I � I ,.,,���,,,, 11111-0-Ww*w"0W�1WAvAw01111110 i I I _,_________1--.-1-1-1111-11 I- I 1, _'- - � I � r et - yy ,.,.t,-�,,'. c -�I 'r 0 TA I I "Ec 1 ��il r t� I -,��,��', 'i U"k�� � . , -1 __ - 5 11 t�,,,�,� � �, N c, , tt�� , �_ ,--- �,-.-�i ll-,�-]---------,�ll,�-�'�-,---�l- � - " _________-------- i �� , �� �_ I__ - 1 I --�11-1.4�.-�-�-��-,��-.�-,�ll-a, .. -.��-��-m�,.�,-�-�-�,�,��,�-,�l-l��-L-�-b��-�-�,��M��,�, ______� � I 1- -, _-� I �11-111--,---.-�--�,�''------"��-,--.-,��---".---I !"l"'Li P_1' � t---��-"-.-.�-I.-�"----�-,-�--��-,---��-"-.-��--�,� I ___1-_-._ I , ? I I - -_ I . .1. "I I -1- I I I I --1111- -----11 1--- I � � � I I MV;t. Ena� 'M��--,! 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I'- ��� 0 ____�_�// --/,/ /_�_�1�� /, // � "�'� / I I I 0 _1� / , 11___*� -----_, / /// , I / I /",/////_,,---- _�� /, 11 /, ,// 3 i I I / ?S I / � I I "__� -I--,- / // / I ___� / � /, 11 I I / / I I I ,_------ / I // I I I I I / I I / // 2 I I I I I I I "*��," � I I , I , I I / I - --77\ / / / ,/ 71- // , ,,, / 1 ', \---�, 77/ /7 / / " � I /// / 80 I 1, '1/ / � / / _�/ / / / i I // // ,/, //1"/ i I 'A / f I ____/�_1/j�/1,v1 . � - I I � . -- I " I I _,___� I I - 1-1 ED \ I I I /--� ___� 4 i ,___� PtL 1:1-- ---11 .. 11 I / ,11 \\ R / S I I I \\ \ vv -----__ i \ \ . I I \ \ I I ____� I " I I I I ft a I I I I I c:L PLAN I I "'. _� I Sc6le-Y1. 100" 1 �3 ,,0-� - I ALIGNMEN"' T DATA IC2.� " L011 Il ' t 53 + as . SO(O BC I �_ Rs 2000' i A, 5GO 14' 00", T = 1 069 . G4 S'q L : I 2i G2 . 1) 1 4' Vol, 0 L_ 73 + 4 9 . B20 EC (2.f 0 105 + 3') . ?� I 0 8 C N 700 30' 00" E 31SI . 0130, - -, , , _,� - _ _ __ 1 - - � - , - , - - -- - -------- ------------- I-.----,,--- --- __ ____ - i - i � i - I , � - , __ _ _ - _ _ ___,__ � , � _ , _.- __! __ ___ _ _� _ , ___ _ - - __;_____ _ __......__- � - - ,_____ __ - -- ------ __ ,-- ___ __ - -t - ----------- - ------ I ; � i I - F_ � , , t � I � � I 11 - - - - -- -� - - i i I � I - - i I � � i I _� I - - ! I I I ' ll : � 1-1 - - - ; � : 5 1 1 L � I , i I I ! ! � � , I I t � I I� I � ; i - i - I i � �! I � � - � I I I � � t ! i I � � n I I : i E i i I : i i ; I i ! I i 11 � I I I t I � I I I I ; - j t I I I I -_ -1 � I ; i i i I �I F I . � I I ; i I I I I I -1 i I � I � I I i I I � � ; . r I � I I I � -_ t i I I i ; I I I i i . I : I : I I �- I - ! I I I I i 11-1_11--l- I � � � 11 i I i c if Is t � I I I � t I I ; i . i - - _ t � I I- I -_ - - I te ll I j I t ; I j � � I � I _1- . 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N ` t __ � . \ - f -:_ '`� '� o cut or fill .-� ' : s, , �• 6 � �� , i c 2 Oak -" -- r \ _ ti, ' _ . -� , - - �_ t r .. f .. __ - r- _ �{ t t .. -___.____ .-_-_y 8 r t t C -ra`� _ � ,� -- . r .. r.. - _. o i r' 1 _ 6D , pr r •. -- ' � a ; ,-, _ . ,_ _ , ' -dr, f ; 1-- 890 otc �,; r _ E �--�� pcaveme t. �� r- „r,,,> ,I - { �} - - :;,s _.r '\ ','/ _ O r< _ \ ��/ "0 a`t� �` `,\ , `.. .t T t C7t� I __ *� \ t 4 a - - — ra \ -- ` i n f _ t �-. . , � n qe _ t 1 accicty � _ 0 8 - - - - - t ' fi 0 0 eQrtc e 2 !' e S •I_�l( / - __ >, v - , N '� 89 I, ; . : .. ,.�. _- :r fl dial f r ,' 1 ;''� i� �. s �C \ / �• / � ' r 1 \ S r / \ _ \ "., _ l _ 5 �Dcno e Det _ „ <r �� / ,' / - . / , j Ql r 2 Q 1 8� It ~ , r r \ '' - _ - 13 k _ ^ eceweor� t - :� _. 2r A r _ --_.r Q s -- t o • ., 2 • - -,r r ' y ,1 e ` n ent. -'. \ go- 0- _ 89 i \ - - O akf' k 0 - r \ - , 2�O Oa d _- , , • ... _ t ,. o t , \ - --9 \ �-, 0�'e.4 h h bei --� � , _ c m °� 4 , _. . - k s s. . \ 2I �Q �. \ • 'c . _ w .; \ . / ,._ L, 4. r l Sta 2 t S f__ \ \ 1. _ s .r , • __ _, _ -� \ _, _._ { _ 9 ? l - - __ _ tt 9 f7 i • e m. 1 • �:` u, • \ •' ♦ s♦ r - :f - •i \ - \ - ;c •. , >" \ . , •, l - Co00k - x - - -- - \ : i - -- �• \ war_ - - ~ \ \ - - , . .--. „ _ �/� , _ I 1 - - - -- _ .�::.� �- 33 14 _ . ,r , 0 : - -'- , Q 1 �—�' - - _ r �9 - r __ '_. - '�'r - - - . t , 42 3 - - - - \ \ . . — — - 1: \. , �.,. --- -�\ -- ,. --.,.� .._" g olio - - ,• - i, - - --- -- - E \ \ - - / _ - _ - - �� _ - _ - - E - � ! \ ` i _ _ . , � -- ... - - 11 -._�a,_� _ -rte .1 �.. - i _ \ • f - �SA /1n! n Ela • -' ♦ \ ' '' µ R - 1 O I 4. \ \. _ n M .i - 1 :_. - j:- Oak x . _ _ 2 9 : �, .r - - 2 ---L \ '�'-, •� . . 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'l 64 - - . , • .- - • - - :. �. • 1 • •1 1% _ _ m• • . - - - - - i s- r- .,i _ - - - - -,` _ - - m 6 , . • . 1111 . . .� • - _ 4 . . - 3 -- _.. - G 1111 . . 3 .. _- .:. . , - - . f f s. s ., 1 . . .- . .,. . .. -i.y - - - - - - 1 •11 1:1 .: . _ . •.. . .••1 1 1 1 . .. _.. . . • •• .___--~~-„ -- -- '• - � �. - . . - - -. =--�-- ` - .---•.c'., - ---- - w. - Oj r _ _ : - , ;, - - - - - - 1 ,;' - _,� as _ _, �r �o \ , __ . ', .�- � ,r ,- ._- ""- 1111-- "--- ___ ..- , !' - --. r- / ". •• 1111 .. _ - - -- .. 1111'-'., _ _ ,."" _ 1 : - r _ '_ - -- - - - ,'i . _-- '� _.. _.. 1111- --_ - 1,_111--- _1111-- ', --- __.-" .- - "_�_`; ,. - -_-_ .�• -.-`' - - �.•,; - 1.111-- , �? --_._ a, - A i _ 1111 �0, �f• -�, r 0 % - - 9 1 - - r .__ - . _ _ ,1111. -- _ X -- - - - - _ �- -� - ' - _ . , .. , - " ;X _ r, . -- - ,1 1.11.1-. � - , Q 1 l .. _ ,- ,. ,- �„-, 1111..-1111.- - � .."' 1 -_1111..- .--------1111_. .-' _..-..-1111-_ .• -.. i - - - -,/ /" - 1111 - - -j k - - _. .-_--1111__ 1111-- - -". - __,111__1.. ...._..._-..-_-__..,_1111 -- r' - .' , r'` r r1 '� '. „•1111» _ ----- -" _ - -- -- - 1111 -__. - _ f ,t•. r - ' _ t r- - _ - a1t __-, - - - - ,` ._ - ,. rfr _ ,- - _.. ,,. �-� - .- ii-y�_ 1., f �f,r r 1 -, `, _ 1 1_11.. - ._�, .-._,._.--.�-.-_1111.._-�,.-._....,__,- ------- r. r - -_.- .- -. - - r x------ •- , .� '. 1 _. r' , ,_,. -.,_' ,'-_.. - ---• _,". /, 1' 1 r j - - _ --...1111 _ /\ Li.+ t a 1-tom _\_,\ \ r. -'/ --'` .-. s s' f "1111. -Z/ - -- _- f ` f ,1111 - - 1111 -'f�•,.... ,�� fr .. - - - �• - r ' ,- „ - - - -, �- , f 1111. , , ♦-1 , 1111 900 , "' \ --- ,1 ✓-� 1 ,, - / ,1 _ -, -, i • i - _ 34 0 - . ak 1 ,�^�` -� N - - " _ - 7 -- -1' , -r ,'' .i f x: f ~"/ ' / - rk '✓ i - ,/, / s - - -- 111,-1 - L �, \ / r • - rfr , ,- �"-: !'' f' _ 0- _ / / ! - r , j 1111 ,- �. -. A, f /♦ / f / - _ _ - -- 1111 _ , Q - _ .-._1111-_ , , f' ; ! i' • /r.. ,_. r __ .1_111 .1 ,f - -- 1111_ . ', , 1111_ : . � ,� / /-.. �, ..__ __". -'- / / '' , ' - -� - ---_11__11 / _ - -. , _ , S 1 a f.. r' \ 1_111 \ i • I � . . /' f - ___ -- ✓ / / _ - r 1. f' / / y f - r r , , r , - ' y�r " - i • .. . - r -✓ - i f rr � ( - ) - ` , I /t / / ,/ r f f ' / f r , " / / 1. r ---' ♦ . l , r Z j o - r 1111-. ., ' r r ', - --: __" ! r { �" ,' ,. ! ..- 1111 _.._-. � .. ;� / //. ' r ,fes 111_1 __--. _._... 1111__ - t_t- tit I+� y r , .' ' ` - ./ - y ' - ' ty .L _t_t • - /� 7 f. r, - , _. / / / f VJ 1111._- _.. -"..-__- .. - .._11__11- / - _...-. __._.--- /; '- r _ _ -r • 6x f r r a f r -_"_ 1.111.." , _' "__ :' -., Y„„� !� , 4 f _ f. _. - - 1111 -- _._._._ , _1_11_1 '' ! '' -- _ , / / , \ 1111 .. • ,' i G � % i'-- / , �- ,'' ". _1111.-•..�•'-----�"•-.1111-� r / / f rr' '/ _ -_1111--____ - 1 .. _ ._ , � / ..- / ! .. ... _ .__ / fr _ 1111-.--1111111__1 ..._ _. � - _ - �,�,. '� ,._ _ .1111' _-" a• / .. , .- ,' � .. / 1111_ ._ - '. ._.- 1111 /./ / ' ! �/ ' ` ._. r - N /' ! , } � - - 1111__. -_ ', '. ",_" 1_111. 1111., :` ,. � I,/l f i � _, -_ _ __ - -_ / � r' ! � - _1111- .. .. - t%". r n ✓' i , " - _'. " _ , "_ - -' -" __' ;' �,,�1111. _ n-r�. / / / i f , , , � rr '-_ ,, /. ,- .- ._ r _ ,. . ._- ..- ����...--- ♦ / - / ; } _ f� ♦ rrj _ - - •, \ - ,. _. _. . ,, ;� :' i� ,_ ,' Y ,._ ,- 1111 ✓ - ! s i" • .- _ ..,�- 1111 „,. /. • r. , ; - ,- -,- 1111. .-- r" '_-- - -"1111---'---- / �r' �✓x - _.._.--- - r -- -_-" 1111-_ - : _ - , �. , , - ... f'1 r y fr rr -""' ,r r -...1111 . ,: ♦ � . ., ,- _ -. , .- __ % _;' , _ .`7, 1 !.- ; / , 1111 _ r "i f .f >£ _ - /_ r -- - ' / r r . - r r - - - f f7 -,_. "--- ,.; r ! / /' r _ 1111 ; ,\. ---__" 9 y' , A , , , /, / - - r' i -- --k- --- f - ' - - --- ,, .! r f, i / ! _ k -. 1111-- -._rte. �- - -- f '} - 11_111111-- `-- - --- /, r f / ./ - - - : / ' .! F F",.- - __-._._... ._. --1111__ _ _ / _ / r - r I I---- i r -_ - - _. /J - s / r - - 1 r -- /' 1 _ ,'' - -.�_- /' f , f,, ter" 1'' _ _ - f ,.1111- =-_-_,,..�n / F- f r / ' 1111______..--•---.�Y______.. ---�'---- f ! .f 'i /'/'' \ \ - __.�-1.111. - r n y ! 1 f f \ j i" / V 3? oak . , G - . __ , ,J r i. _. f - - \ f /' r ,� ,. • J" _ _- -- --- /' _ _ - _1111 - , , - 's f f I i \ ! - 1111 i` I ff Y ".// - , r i i } , \ _ _-_ _"--}_. i ,� �f ,��„ __ - _ , • -\ - - 1 '" 1•.• Y , ! ,i- l � ' \ �� _ 1111.. ',' ,f .i //'' "1111 _._._- _ _ - - / , .-� -�„ � : "� ___--___1.11 1---_-.__-___ _ --_.-_--___.._ F l,r \ r` �' r . / : ;, .f 111.1 - O - - - % _- ! ,,v. - 1111 _ _ _ 1111-' - ,. - � \ -- _. - : ._ f f , / , f /, - X r \ r 1 - - r 1 # r � � , ._ 1_111-_ / / ;! , f' f / , ! Y`, -'r / r! ;ry f i i i i :/ \ -.__ .- / f / : .i "i '--�,r i;" .-� _ / 1 -__ 1111111_1 __'____.--1111--1111-._._____`"'_' / i / / ! / / / f i- / 1_111_ / i f i / f / r f - , -- ,> - � ,. ;. �... _1__111 ,:' ..: : ; -_.-__ _."_ - _ - .� -__. --.__ - .r / 1111.1111 ._ ___ --___-. ' i f' - - - r - / / _. _ - -- -- ------ _.__._. _111.1 a � - _._._. ' / l 1111' ,f � 1111 ._-_1.111_-_._..--� _�_---._-_�_ r � - - i ,r` � �; _ v- / / /i ! • / _- - --- / / f i r' -1111_--___ v, / / \. -- --__ / .' / f i o r i / / 1 ., .. -"----- - /. / / ` _ - - / 1 ._1111- -_----- / 1 111--1_11_1 _ - / ,. / / ' -r - i Yi n - - - - i. / i i" jr .� _,�. 1111_. `- - .a+i' i - /f' - - "�\. / ' ? , 37; Oak - ;' � _.__ _1111. - • -<_ � �- - - _'-•- - !:' ',� �, fr' , r / / ' a _ - - a "'F nom. / __ __111.1. _ _ / ,-.-'^` '� �~ ��: � ~_..•-�;�• / < / - %: 1111 ;® _I!.- �_-. - - - - - . --- - :�." --, + / ! ' .. -- _ r! - _ _1 .1111 ._ . ,- �`" -y. - r , - - _ - .. ti_ ---.""--�- -".11_11- - - -� ". _, -- . . /- .- t a f 1 - , , __ --'11__11 ,,_ j i - _. . 1111- ---_--_ 1111 .. �.- -----' -_- -. , r / i /., -- x jj i'�'t)•• •i•r c - / y- w - :- -":r '''_ ` __�.-_. _.._------ _ _ _ _ _ • i - ..1111-- -- - - - -- , _ _1111 •• _ "- �M • _ _ , - /' , ....:: / 111"'1 --- i i --+_ - -1111-'1111. _-- •- _ .,._.f :• �-- a_ ,t •-'i: t / -". '� �- _ _ O v , r ';: � 1 --, .._ .i ( -:': -lam. - ��`,,,T�` -,fr' --.X ,. Y ,� h �. / /' 1111- - _ - - / 1111 - - - ---- -'_- ..a.._..-' - at�� r f ,.�'� rvy __� _- r .-�_.'L . _.. .......-_-•-1111.. ___-_-- _.. ..' - - -- - c' .;r f� 11_11 .•.• . , - r'� t1 s~ 1111 _ f • a •i. rye 3- 8n• �'e p T /Aj U -, - •.1 o'� LJI}i� '- _ �' , 11 _- „ � _., - - - .. - 1111_- - -' , ` : •.. --- / r< (/� '• '� SCALE I" 50` o F r i ,r _ - r _ rr, � � �' : �/ _ h , „_, J � - Ui _ fiopsOi'I rr / f / /' , r / _ - _""" N-. 0 F,n Gr S �- ; Y� ,�f p - - _ ,, __ - = S _.- _ ,. � V � f 1_1111111 r ' f r r" , f ; _ , 111_1_ .. _. !/. %f rfr' - ✓ N ` y j1- .."-1111 1111- -- - fir / .�f' _. !1 - ---- ' I' f -'1111-------------r----I -----' -- --O' /'!, -f' __11.1.1 , 4 : , _ „ - T LINE See Sheefi G i - � r, -% y �©tvto MA C N G - i ' cre - -- a --- ;. cn►e .- -- __ _ .' ,. >� f.'• .i -_ 1111_ ; - / � Tp 8 '1111.. 4 45' �s�t� t Co r / TY R aL SEC1 C 1111-" ` -_ y-' _�. I C CROSS- 0� `. i i 111'1 11+1'1 <:-1111-. -.\ ,-..- , .. -- -, - -_ _ - _._.�«.._,_ 111.1 '' "- /. _ , .r RM Ai O. i.+ �IF. I SHEET TOTAL DIM COUNTY ROUTE SECTION No. $HEFTS S•Cos W $9 CN co DISTRICT 9NOI iE.6R cn -c� F`in'ished Grade ' Flared End 5ec�'1on AI�P�ov��______.v.. Outlet 51ruclure . • . • . • . . '• ` -----'------ --____ _�'_ Elev. 8 G • Wrnquaall � See Plan below y'~ r ' " 1 .7/a 14 L _. e 42"_gA.P.C. x LAS, �� .oLA- 00 Junction Box c Go yP4 + 153 �.0 -- * 4.2" Dia. 'l4' 0. Cover ' Tyke 3&" A A.P.C.-A 2rD' Str. EXC. = 121 Cu .Yds Skew 4601 Lt. �- �• St r. 8k f t . 715 C u.Yds 3G"CS.P. (Shoft Inlet): 2 Ft. 5tr. Exc.. = t G Cu.Yds. cin M r.Slr. Conc. ^ .G Lbs* * Sir. bkfl.= 9 Cu.Yds.' co Drainage Inlet - Type GQ Alierncative Grote ' Mnr. 5tr. Conc . 1.4 Cu.Yds. a r• ------ Misc . I.� S. - 231 Lbs.* t, 30" Cult'. 42 CSulcv. See Sec• 21 See e. • t3 ---- 3t3 -i next•sheet • ••; ••• < • • . . '''r t, Shaft Inlet above ••• *4� 12 cc both ways r t ' 4. 0 36"C.S.P• IOCf°t air Ce5°# 3to„Cute. Flared End Setican Eley 86 . ' - - --- -- .i. _.. _ ,.F See Set. I4 Etev. 8(o0 >- ----- - -- _ --- _.. ---- E I ev. 8 5 0 _ a s t _ above e 2f25 L 0 t. I . See section ab®ve �; „ -, '.-�- -lr' ".� .. �• � - Normal T 1 a - N.P. C.Y. 3 _ , �. yP ----� _- 10+ �a3 S.Y. Str. Exc . - 10 Cu.Yds . '; .. ••a`; ' °° 5kew 2601 Lt ; 45 Elbow, 8 4-0 S / ,, St C. BkFt• 8 Cu.Yds. die Foradd'I details 70° A - , 8�°� ' Pe 18 A A.PC. X Go4-It '.__ _- b CJ , ° •` see Special Details To watt elev.- 85 .35 o. : :6:. Q•.o Dratinage Inlets rr •� 18”Cult'. Str. Exc . t 7 Cu.Yds� P Top ftq. elev.= 848.35 Elev. 855.35 � See Sec. 15 5tr. W1.= 12 C.u-yd S° �� � at right E)6stinq 54" R,C.P. - 3 eQ. SECTION rw F jj -, �r •� (Remove ends as needed ) T ♦t l < i4 F/L: 850.5 `s°' 111411 FCL= 854.20 77 �,g 5 Olt �� .4 .. N _ I D 30Scale .- PLA4N " Cc I z 48 - I S C 5 R'inge Line `1 - n rr Reinforcement ,,..• � 1 d --'--`• SECTION GG JCC 14..�r�+{pet(14'spQ1,} -4...�...,. Std. Plan too. D83-4 - t'�,' For add'l. details see Std.P1Qns•. - --.�_____ - __ ® _ _ _ ._ ` No. D84-2 , Wingwalls Flt-- 850.00 5' -►- No. Dal - 1 , Dbl. box Culvert Dbt. �"x 4' R.C.g. Eiev.855.3`5 � � - No. D 83 -3 , Miscellaneous See section below) " ulv. `� .�` �' Shaft inlet T42 C ,� 5ee Deta`1 ,• r• 45 � #4 � 12" cC bot � � '" •A+ IV' h ways ,, #4 � 18 cc both ways Extend 0'� _ + 4-4 4 G" cc both wows To weali.elev:=-855-35 -------- -- , � tt ., divider wall .• .- ,-,== , -- " Top f tq. elev. - 548.35 �, Shaft Inlet --~ l4 �`` '`� •• .� �- F/t-=S50 S `` 3 Coll C.S.P. _ _.,.. ..._, ``�. ,- 2 C0°1 12"x4" Drain Hole 34-®f '4 ♦'1 - ' thick 20.5 Cu.Yds. Exist, Dbl. CD`X4' R.C.6. ,• ' Grouted Rock l _ , ®. 54"R.C.P. -G (See section below) SECTION ' D D -- - ' �2Cv°t �'� - �'' Sidewalk Area t PLAN A 34 R � ft,► . . _.� Grouted Rock n✓ #441 CC, cc both ways 53/�tt ` OUTLET ST T 'E � � �► 12" �c �Q�h ways � i r rrGst „� VC iI ! RVC1VRL Scale . t" - 5' SECTION •s �� Scat P- 1" - 5'E`E PLAN •r Boo r• ��r® Road struc.turcil section Original Ground __-_------- ----- __ _------ -- --- - ---------- __-------_--- --------- - E x i s t. 54” R.C.P. • • _ v. • . • •. tri ti• 7 7-77 Et ev 850 *----.-..--. _ -----_ -- - -,�— Junction Structure DBL. X4 A X 348 R.C.B . • 1 �. . � 42"Dia '/�" i� Cover � � __• 1. P.C.C. ° Cu. ds. Z+3Z11L0#1 , t� rteN^'r -C A 28'53 Y /4Checkered '�'. or G a �� °' E S 3C, C.S.P. (Shaft Inlet) - 2 Ft. COm Qo co Bar Re'rnf. .43,'tG2Lbs. Skew 10'i .t. ?C-C-=Struclure St r. E)cc . = i34 Cu .'Yds . � CI.A P.C.C.- 233 Lb Yds� Ct. A P.C.C.- 20.8 C.Y. Str. 5M1 . - 1166 Cu.Yds . A.P.C. Alternotive Pipe Culvert• f3oc Reinf.= 2,233 Lbs. ui c "A ,-- r +r• s.V „ A.C.P. = Asbestos Cement Pipe Misc.I.�S . 177 Lbs. N Bar Reinf.= 520 Lb. 5tr. Exc. - '� fiu Yds.' Sir-Etc. - (o9 CYC ' Var. C.S.P. Corrugated 5teet Pipe Str. Wt. .* S —_.. _..� �..._ _ R.C.P. -- Reinforced Concrete Pipe. Cu.Yds StreBkfl. = 51 C:Y�' _ ._ _-.• _ _ � included in quantity for Dbl. ti�'x4” R.C.B . fi r : . ' . . •: t '. R.C.B.- Rein forced Concrete Box See last Proin4ge Detail Sheet (Dr G) d ,f a ; r and allowable Grade outlet . �4 for quantity surnma tl loin e see Gradinq Details �, . materials for Alternative. Pipe Culvert's. �._.. `• . t, Culvert sections are in excavation uahen Is- 101' • Coll C.S.P. 0.13 8 thick) . _.__._. ....�-- 2 en.� 4 � no originQl ground is shoue�n. SCALE : at�'1Q:T1�l noted) X - For Add 1. details I G I Ou t ed Rock Rock — see Special Details 20.5 CU-yds . SHAFT INLET '"' Pipe Inlets ca -- -- Elev. 84.0 P ti — �1 SECTION 00 5c e, 1 -1 Final PQuantities t� Ill 11 W Protect Engineer Cat 3 Engineer BY D , _ Dr f r am®. SHEETS OtE COliNTT ROUTE SEMON BNEES` TOTAL T No SHEETS N Road S t r u C'1 u ral section DISTRICT ENGINEER 44 �� •+ Drainoge Met APPROVE®.--_ _w_--_-_'-- x 00 pe G1 It • a 1 Edge of j 18"Cu1v. — , , - I 1.5. See See. 23 .J I - -. Eev. 8'bor- - - O/ �� {{ PL NN Flared End Section oa Scale -. I"= 5' s- lY D r a i n a q e Inlet - Type G i Alternative Grate04 Mnr. SM Conc. 4.9 u iis. - _- - - - - - --- - ----- r- i6.lev. B70 00 Misc. I. C S . = 231 Lbs-4o, it 24"Culy. 25 See Sec. 22 ----------- ................................... 19 + 10 " Ig" Culy. 7.5 — _------ .. 00Skew 1501 Lt. Drainage Inlet - Type GZ See Sec. 24 A. 7.5' I$" Cu1V. �+ •• dr cot Alternative Grate A w - 42" ( 0-138" ick C.S.P. x 25G - See SeC 24 Mnr. Str. Conc. I.s CuYd�s�. r 38 Thick) o MiSC. I .4 S. 231 lbs . 00 Str. Exc. - 180 Cu•Yds. * _ Cooa � Edge of shoulder Junction Box �n Str. BvfI. - 137 Cu.Yds. " 30Culy. " � Orainoge Inlet -- � LL �% I � See S>ec. �1 See Plan AA da ' • ' • ' Drainage Inlet �n Type G i Edge o shoulder � • .• ,. . Next Sheet � Type G2 N •1 •M �► , PLAN Ai PLANI% 9 2 Dcalnagelnlet TyQe GI` '�' � Type '� A A.PC ti SCaIe : "= 5' Alternative Urate ---- -- LS -- --- -- _., Elev. ---- _ _ Str.Exe. _ t uYds. - -- 00 O.a Cu Yd C Normal---- �► --- 0 _ Sca( e : l"= 5' Mnr.Str.Conc. s, gtr, BkF1- - 15 Cu•Yds. .. .., Misc. I. S. - 231 Lbs.* J x tib momE J _ - ---- ----- t v. 8 9 C) _ -- ------_ __-- z•2 a� Rt. of Sta. 10 + 65 to Sta. 14105 " 1.0'' 0-10 Tgpe 18" B A.P. C . x 34CD to r r rr Str. Exc. = 174 cu Yds. Drainage- Inlefi - Tgpe GZ 06 Alternative Grote do Str. $kfl. 152 Cu Yds . °�0 Mnr.5t r. Conc • - 1 .3 Cu.Yds .� `� °D Misc. I. 5. - 231 Lbs. + -------------------- J 00 ao00 ' Rt. of S a . 6 + 8 5 o #a • 5 L L �- T e 24"- B A.P C . x 384 '- ------ �P � ------. 1 a" C u iv. Str. Exc. = 222 Cu.Yds . 7.5 ___ _ See See. 23 5t-r. 8kf1.- 14Q Cu.Yds. AL wrso �. rr Original Ground Drainage Inlet 00 = i Type G2 to Ein1shed Gr4de L' Slow Edge of shoulder 24" Cuiv. J See Sec.0 its -� . PLNN �- , Scale : 1 "= 5' -� Tape 30 - B A.P. C . x 14C s °° _'; Drainoge- Inlet 0 \- Junction box Str. Exc . = 94 Cu.Yds. * u. u. G2 See Plan "CC" 5tr. Bkf1. = 72 Cu.Yds. r- Previous sheet •• •� TSee Sec. 24 0 00 Rio of Sim 5440 to Std . 6+ 85 1. SCALE . t = 10' n otherwise. noted) ..i LL DRAINAGE [) ETAIL5 Final Pay Quantities Prefect Engineer Date Design Engine*r that � App-mml Re cornmen-Jea Pv DateDr Z 7 CASHEET I TOTAL P I I I RQlt7E SEMON !io I SIiEETS. � � -•-- Elev. 902.1 �" ' FE" 42" u1v. Re�nforrinq Steel - #40 i �� Shaft Inlet --__ ____�___-_.�__________.____-----_____�____.__— _ Original Ground N ~ D,.=�,�,EN�E���R ai See Sec. see Scsee. 33 lap - 2 mats t2''cc both ways y I, 32 SideS•t mat- t$ cc both wogs- FlniShe�d Grade ao - x Road Structural 5eCtiOCt $ � �3-Q. i 41-V A. - Q Q 1 4 . -- 30"cult'. 17*1 -� 17 f d ,P Now � _____—_--- - _ __—----__----- ------- --_-- ---------- _ _ ____ _ _ __- -- --__ __-- - See Sec. 42 Uev. 89a I"-- { $ JUNCTION 80`�C % +. rr Scale ; - CJ It box � .. SECTION �� EE�M Junction Boy, See eton AA f"� ' Next sheet lupe 36R Grate -Modified � TyPe 42 - 1� A.P. C . x 11 � / � $I •• 3Gcs.P. (shaft inlet) � t2 .Ft. �7� Cu.Yds . � Mnr.Sir.Conc. t 4.9 Cu Yds: 0E - 3 PLAN 206WA10" 5r. xc.t44 � G$.l - D4° �. '. St C. 4k1. 335 Cu.Yds.' Misc. I. S. 241 Lbs oCq N •• rr •r •. _ 1 � u. s � s - U z 3 3 E t ev. 8 03 0 .j t ' -. -- ®. 5 / 00 Lt. o Mom 2L.00* Tye 4 - .PC.4 �►' . 42" Cute.---- Str.Exc. - 317 u Yds. co 00 See Sec. �T q P e 4-2"- F Q.RC. x 2 cu Yas. - �`' " ,�,� 5tc. 8kf►. = 289 � � 4�0} Reinforcinq Steel - # 44 Shaft Inlet Str. Exc . = ! 029 Cu.YdS. - •• D.. To : 2 mats . t2" cc both ways •• ts r+ rr •r � F ° Str. l3kft. = 94Z cu.Yds. � Sides: 1 mat,ta"cc bath ways -• - Elev.858.0 35d Elev.x57.0 o a77 Ir, - -- a` 42"CUW. t A C-54" See Sec, Type 4.2"- G ARC . x 10lt'. - � �C JUNCTION 50)� 0• 1) �cale . •• See Sec 31 GCTION SirExc. = 480 Cu.Yds .- tj � 51r. 8kf1. 441 Cu.Yds.* zo '. 30° E I bout ✓� $-' .. 1 A 32 PLNN A00 outo w U— woo ca -. �.. -�--� Elev. -,- - - - -_22,} 42 CuIv. � 0 •• .• �? •• •• ""` See Special Detain - -�� °1 T e- 3 RGrate - -�'-- See sec. 34 Junction Box I' 5 - 0 -.0 (5ee Sec"DD"nextsheet) ' 42" Cutv..-- ---- 8 '/ " 0- Cover -. Elev. 8GO e e 42 3� Na 5 a - ------- See S - - ____--- ' Lt. $to * 18 +70 # Sia . 21400 " LO" V-411 "' - Ft Etev. 888.5 ---�- - -�-- ' 33C.S.P. t Inlet)p (S C T -y --. .. �' � 42"� A. P C. X 15A�' Mnr.str.Cone.� �.8 Cu.Yds. y P �. 1 1?? Lbs.* Edqe of shoulder 1 3'-0"� $�' Misc. S. - Str. Exc. = 273 Cu.Yds . - Reinforcinq Steel - •4 ` o str. B1cE1. = 2t$ Cu.Yds. " 4 ': .' JUNCTION 50'� •• C Lot C6 Top . 2 mats . t2 cc both was o a Sides .1 mat - t8" cc posh w04s ! N d' .a. C LA Type 54"-A Q.P. C. x 20 Ff"A" /r Str. Exc. = 20 Cu.Yds. SECTION " F Fi •i u !� St r. 5k ft. 13 cu.Yds. - _�� „ 42 C utv. - i .•--' See Sec. 25 o Uev. 81500-- _ - - - - Junction Box3 0'V.C . .� o .�. 42" Dia. 1/4" t- Cover ' 3G" C.S.P. (Shaft Inlet) : 2 Ft. �� " C X Z� � 00 Mnr. Str.Conc �� '� . : 8.t Cu.Yds. TyPe 54 - B . . J Ntisc. �. s . Cont. cattarSta . 19 1 �,0 - tl7 i_bs.� c� �' ��• Stc. Exc. = 351 Cu.Yds. U- 10, � Not required if A.P.C.=C.S.P. `- Min. ' Str. Bkft. = 223 Cu.Yds.* d' Cost included in other work #4� 18" cc 2 ea.4t4Ot--- aP . :•.'. ., SCALE : i" - 1®' ( unless otherwise noted )CONC . COLLAR DETAIL Not to scale Final Pay Quantities RAINAGE E- T- A I L 5 Project Engineer Date Design Engineer ^*m Arproyni Racnmmend d Pu Date D r i 9 9 . .,. ATE rOtt CALIF. F. sugar TO-TAIL sx bE BOUNTY. OUT ssLott CY SHIJETS Road structural Section DISTRICT HN61NS" Disci Ator . Finished Grade APP Grouted Rock. , , . - •. , E2GYE6 See detail below . Flared End Section 2. cu Yds. _ ---= Elev. 84-0>--_—__ _ _ -_-_- ______---- a ' v ort final Ground +� r« -j e 24"� C A.P. C. X 1 G ' M q 76 +20 LO �P S ke W 42°f L.t. Str. Exc• 62 Cu.Yds .* ... Str. ekfl. 42 Cu.Yds. L' . OF " +� o ; ,., "Go" . rr •r tr rr ,�` 3 „p„ �,, cc —_ _ ---- D1551potor . - l �, l ,/r Grouted Rock . "_-- ®® 4,. 5 e e d e t ca t 1 of left. V z - Elev. 820 ____ _ _2.5 Cu.Yd. „p„ (inside) 1011110110111101 shape to fit outlet channel - ' j I' —J ... co, 0 / f SECTION 'IF Flo �r r• Type 24 -C A.P C . x 4 � 31 i --� SECTION C a St�r.Exc. = °° �, --- --• �---------- - 2 � cu Yds '``=`--- - -----_-__ _ Grouted Rock-� Str. 8kf1•= 21 cu ids.* U. • e 24 '- D A.P.C. x 15 4` �`*-- PLAN� PT �. D t al n aq e Inlet -Type G i Str• Exc. 87 CuYds. °/ Mr!Q !Ve e ier t Grate Sir. Bkfl.= G`5 cu .YdsDISSIPATOR . - a `'�- Rtsof sid * 53415 io Sia. 534 r05 rI «rr Mnr. Str. Gone. - 1.0 Cu yds 00 a Mise .I. 5 . 231 Lbs. rr `" ,.`„ rrr '' rr !0 0 �O — ` -� � �-- Cleanout $ . 50 � G0 toSia . 5Z+ 15 L09' . c .R . a .� _ _ _ -- Elev 84.0 ,� + 42" Via. 14 k Cover -- -....,,. - * -� 1W C.S.P. (Shaft Inlet) - 5 Vt. C9 Edge of shoulder ` . �- Mnr.Str.Conc. l .! Cu.Yds. �y �-- ,'� Misc. 1. S. a 177 LDS * E�� i �� rr ��• ommage Inlet5 N d E M M „ ` • 1. C C 57 J f";�7 Flare End Section 00 °° Type 24 - D A.P.C. X 30 -� ' f 5cQle . V'=S' � ILL. Sir. Exc. - 30 CuYds. * ----- Sir. 5W-* 27 to Yds.* I C1111111101 o e - P EV Cleonou'r r• rr 1.8 M Type l8"- A A.P. c. x Sa' of (n ,. Rt. osta . 520415 to 'eta . 63 15wLX0° Str. Exc. - 2 I Cu.Yds.� �� � � � 42 DiA• /,� E� Cover / <<� . 2 � o �. 5 L� ., 3�" C.S.P. (Shaft Inlet) = art. " I Tape 24 D A p C. X 2 _ -._ 5tr. Bkfl. ' 15 Cu•Yds. Tope 24 Sacked A.PC.x 50 - ----., E1ev. 820 .--- ----- Skew 22°i Rt — -- LL ------ n .= c .A � Mnr. Str. Cone l ! Cu Yds Str. ExC. - 2 9 u.Yds a° III Lbs* 1. l�ralnage inlet - ZyPe G str. 6k41.= 27 Cu.Yds.�' rr •r �, rr .. i � fWi • Alternative Grate ao Mnr. 5tr. Conc . = 0.9 Cu.Yd5.* to go Misc. I . S. = 231 Llos.* �------__ -_ _ ___ -- - - a---------------____-----___- _ - -- _-_� — T e24" - C. x 2�0` Elev. 8�a Str. Exc. = loa cu.Yds. 00 0 Type 24BA. C. x 184Str $kf1 SG cu•Yds. Rt . 101SS aoao -E ev. 880 52WJ = .� Str. Exc. - 125 Cu. di.* �tv I U. �- Sir. �k `l.. 104• Cu Yds Rt. f Stagg, 48+75 io SM . 504 GO L0#% � Draino a Inlet Uracnage lntet - ` LApe G i. Alternative GrQte o0 � Type G l C "c See Plan "F FMnr. Mr.Conc. -- 1.0 Cu.Yds. v; " J i Previous sheet- Mise. 1. S. = 231 lbs. " •• rr 'r A A U. w __ -- - ---- - -- ---- -- ---- ----- Z Glow - TyPe I8 - A A.PC. x 22G ��,- o 0 o 2.7? � 1 —,•— ---. Str. Exc . = 137 Cu.Yds . 51 sr r� V U. Sir. Bkfl • - 123 Cu.Yds .* IRt. of Sta . 44+30 to Stago, 4(of'75 L �! (0 40.. S f00 Edqe of shoulder . Drainage Inlet ter ,-J Type GI drainage Inlet 'f4 Checkered l#. lid --� Type GI see shaft Inlet detail Drainage Inlet yQe i o 3G" C.S.P. (0.1313" thick) Alternot've Grate to"Min. Mnr. Str- Conc. - 1. 1 Cu•Yds. * (0) Sc Q'i e to! 5 CIENNOUTawiv --f Min. Misr. I. 5. - 231 Lt?s. ' 5a Scale: l = 5 SCale . l 5' Final Pa Cuanti� ies • y SCALE . 1 = 10 (Unless otherwise noted) D Cut C5.P tofu . oftP rr N' PLAN to P- L A N it' SE CT10N'' D " i r.` L A WA 1P r Project Engineer Date Design Engineer Date dapproral Recommended y Date 1 STA 7 CALIF. i ROUTE SECTION yr ., alai, COUNTY SHM � rf'1 reri'1 r1# 1t1 4 1A�t e Minimum � ♦ aii •.. .• -:,, ;_ and IV 10:00 DVIPL ALTERNAI, 5taCULVE Above nd ,4 A bo e RT tobl 5 Unacceptable Bituminous , Y OI ECT1 T � L .: 1�1AT E 1 L� P R � � i � Coated teed Paved - a►- . , Plain Invert a C E3 E ASBEST 5 ... o ia. Corrugat+ans APPROVED "'f' � 4 •� n 24 " i wr d a CEMENT 3 x 1 2 4Y,vi :I d Reinforced Cost '0 =r *� Class n Class Metal Thickness (Inches) -c, Cc10.07c •" - . IE III V: Place Il III 4.109 0.109 0. 13% 0.109 0.479 Alldwabl+e material and protection marked in columns below for APC Types jjj r r . • . . ... . n .r• !. Y•, • . , . . . - � . , a • • • •s Y•! • , ,• : e..••• rY. • • • •Y , datke ♦ ♦-r i r S war i , . . 3v A ! , . S ,♦•• o final Pay Quantities 42f . • 42,1 r ° i y• r • • ♦ •. The, quantities shown C •®'i• Y'r•i in these Columns for each individua 1 portion of work G 1$,� Culy. is afinal pay quantity. 54" see Sec. 63 glared End Sections ci Cr - Carru ated • ' �•= C Culvert Type Steel Pi e5 a C a, 4 �, Alt. Pipe CUIv a CSP p a Uratntage InletsC LV R T Ll ST s ii Cao iv 18" CU1v. a C G M d' Shaft Type G1 See Sec. 62 a a � ka n o r v �. m .- - +• •- Inlet Culvert Alternative Pipe Culverts ° �► r T •. .- ►a N m eft y m d _ t- N O 0 cJ v +•. C G :3 C0 64 C C C .� �+ �FZr� i8 n i.4r� 3Qe� 3r, 42�i D Q 1. CU v, n �'' 0. 138,, ThtCk A $ A 8 C D Jack. A 8 A A B C D E Cs A g 30 c� ac > > Each PLAN 'tAA** �-' cu-"(ds. Ibs. t 211 110 linear Feet fu.Yd. scale . 1 " = S 'it � ► Total 5 � 3 1 1 i 1 } , - 1 1 322.9 1 ,003 223 4b815 - - - - - __. - _..- - - 2 - - 20.5 1 i t2 _ 1 ,4 10 8 231 _ _ _ 2 3 -- -- --- 179 - E 13 Ed e Of ShC3utdec 13 -- 5 Ab 12t ?9 17"7 _ - _ i4 l6 9 - - -- 1 - - - ' 26 � i - 14 Road Structural Section - - - - -- - ro4 -- Finished Grade Ori inat Ground Qissi c►tor 21 --- 94 T2 -- � -- _- 14�, ---- _ ____ __ i- -- --_- - - -�- --= = �!1 q Graut ed Rack 22 - 1 .3 222 180 231 - - - -- - -t- - - ___ _.. �__ --- -- 384 22 346 Flared End 5ectran � See 4eta�1 by Sec. 58 23 0.9 t74 1S2 231 - - _ _ _._ -____ `___ _ 2�r .5 cu.Yds. 4 2 .3 2l 15 4112 -� - - t 25 1 S0 137 1 254, b° d� f 31 8. 1 3� t 2 3� 177 - - -�- - - _ - - - 2 __- - __ -_ � __-i --- -- _- ----_ -__-� -- 2 a 218 3 - 0. 5,rr _ __�, -_ 32 4,a z�3 680 t 71 --- ---- ---- - {{ t oa Elev•890 _ 17 -- -- --- - -f t 5 4 104+05 "1L0%* � __ __ _._--_ __ ___ _- ,_ _, $a , X28 __ __ 33 fi „ 33 4.9 i ,346 ,,237 247 - - - - ..._.. _ , _ - - _._ - 12 -_-- - -_- - ---- ---- -- - - i -- t18 ' ,. /� 3¢ - _ 376 335 _- -__ ----' -- ; ---- - _ - - ___ -- ----- 34 Skeu 4- 1 Rt. Type 42 - A A.P. C . x 8 ¢ Sir. Ext . 43 C u.Yds. `� 4 t 1 .0 10 3 g _ _- -- - ---- --- - -- --- I0 _ 5 X 42 Sir. Bkft.= 34 Cu.Yds. 42 - 130 114 -- _ - _ - - 1 - _ - - ---- - _ - - - DrainCt Elnlet -TgpeGi 4.3 9.� 753 X55 9gg _ - - ? __` 7 � -_- - 548,- - � - - --_ ____ 43 g _ A n iv e Grote e A.¢ ____._ 1 , 1 13 9 231 ----___ - - _ _ ._� _ - _ __ _ _.__._____ ___._ _._.__. 50 ilec at of 4 5 - -_---- 2 03 15b 2 0 6 ._._- �_._. _ ��- �_- II-� - � �_ � -� 3..6 4'S Mnr. 5tr. Conc. - O.a Cu.Yds - -- - -�-- - - - - -_ _ _ - - - - -- --- - - _ - __ 4 0 2 .3 1 cc 13 •62 - - 5 -------- - - - -- Z31 1.b .* -_- 47 - 0 .8 15 11 23 t 1 60 i Ain 51 1 . 1 137 124 2 31 _ a 52 --- 1 .0 108 $b 231 _ _ w -,- __ - - _ _ - - - 200 53 53 1 .0 125 104 '231 , i a 4 ---__ -- _ - _._. 54 ; �o r/ stared End Section 54 1 . 1 87 6S 177 - - �- - - - - 4 - 154 - - - ----- -'j - - 55 • » • 55 - t . ! so 55 54 177 � _ . . • . , , 4 Co 5&, 26 •Z1 a -a7 - 0.9 21 15 2 31 -- ! - - - so - -- -- - ---i - 5? - 168 2.5 4 , 0.5 % f �'" u, S8 __.__ 62 4Z Lri -- - co t- � o Eleva 884 ++ 3 1 --- 84 -- _ - _ s s.- d� 41 "N 00 0098 x-70 ' 1.046 T e 18 - � � _ _ _ - Pe A.P.0 x I o 1 1 f - -� - 602 ZE! h `� a tot 0, 8 `t 5 231 - ! ' ,,. �. Skew 4•$ t Lf. 5tr. Exc . . 3 G Cu.Yds. -j �, 1 .0 36 3a 231 1 I �-- - g8 � +� 5tr.5kN 30 Cu.Yds. - - - 1 - --- 86 r i.5 4 T e 18 A A.P. C. x20 -� �4 43 34 I �1P Drainage Inlet - Tyke . Str. Ext. - 7 Cu.Yds. ¢ Alternative Grote Str. 5kf1 . 5 Cu.Yds ° Mnr.Str.Conc. : 1.0 C u.Yds. �+ Misc. I, 5. _ 231 Lbs. AM Flared Riser tai ed End Sectfan Flared End Section ibis - lot ..._._ m 0. f --�- GALE, . t _ t 0► (Unless the r ut 'sst a e ►� o T e 24 - A A.? C . 8 4 .. .� x 0093 4 Cos LO St c - 2-r Cu.Yds, r. Exc. _ * _ - «.. S t r. B k f t. l 8 C u.Yd �... ��t� __._._„ ti Lj U fi S F Q 4 4n �'1 Ki A r-, Project Engineer t D Design Engin "r Dote Recommended Y r for e, Dist. Count Route Post Miles Sheet' Total Y Total Project No. Sheets y DESIGN ENGINEER REGISTERED CIVIL ENGINEER NO. X DATE APPROVED a 2 ct X2�. 36 L.O. 65� fit' 6+p0 .5+15,45 L.0• t 65 � a 6 ow .O, 5 �� L x, +65.44 L.0 65 Rt.S x--------------- t Ri 4+ $t OB •0. R, 64 r AO 69 A0 Ltd '' 0000 X x E .UI ---- ► \ \ \ \ I I II � � o t � n � � Go"fo �M LU ORM SID 92 PF Dist. County Post Miles Sheet Total Rout e Total Project No. Sheets 9+05 Con form dV DESIGN ENGINEER REGISTERED CIVIL ENGINEER o ?i COnform NO. x ® \ c J \ +1 `\ �orVO! ,Q� DATE APPROVED + + ROd. V� 5+13+ L•0• �- 45`Lt. 2 - CD N °'. ® 41'Lt. 9+68± J CCd h crO O O I R=990' x00 �� x - /1 L.0, 6 x 4 . — 0 3 L,Q. 25 tt 36 24 x xg'`�. � 30'Rt 35+30± L = _ t Rt. 25+46.5± L 0' 40'Rt. 34+89± L.O= 3��\ 15 Lt. 10+40+ •0._ + 45 +64+ 25 Rt. 10+32± A- 411 41' L 0 + Mo doleno - 60 •- 4+59.5+Lo•' �o 'Rt.2 0) xh�o 10+ 19t 45 41 +32+ �Rt. 10 c x(O o��o \O t O Jing � p 0- Q d PG +W Conform o tt 1 / 1 • 159 65' eonfor� Lt. 38+39.5 L.O.= 65 Lt. 39+23± L.O. = p •v +1 41 ' R t. 9460 -5t 41 Lt. 9 +49± 2 OD 0 �'� x L.O. - o, 0 38 39 m > Q 50'Rt.38+55± L.O. = Q' ®' 50'Rt. 38+95+- L.O.= a 0 20' U. 10+30.00 20' Lt. 10+30.00 20'Rt.10+39± PR-I= N IS Rt. 10+24+ ® .> R=5 C" x Q 0- 45' U. 40+88± L.O.= O 45 Lt. 41+71+ L.0 = a 1 +59.06 41Rt. 9+55 ± �A, � 41 Lt. 9+55 _,2 LO A E V6 + + +73. End A.C. Paving ® N C7 `C -` -� °v 15'Lt. 10+07± PR-2= -' 45 Lt. 29+90± L.O. v- -� 41 Rt. 10+55+ ,SQA O Q` cr R= 1 300+ x L .O. U 42 m � — 41 LU �o Goy 4 x�0 L...O• k ® 30 X 29 c .w .o FORM HIS 92 PF Di Rout Post Miles Sheet Total Dist. Count e Y Total Project No. Sheets C 1 6 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NO. X DATE APPROVED A, a 00 X R,37.5� +30-69 CK o� 30�14 x �® �i.�O �`• �o 8T0 S? _0 x---------------- 301ft S /g�49*A Ct 9 *,9Q® '�66 Q`` Co Ox3 �•a '\0 3A X00 C.O , px 00 �i,�Q,O S `LSO` O, N �� - A4 'Q�4 4t xs2 OQ L> / 41 9/x69 4SR +10• '�3?jg,3� Q 4/ 190, %�O�S 0,�63�� 0 x / • O m •ig Nom- S2 a a o. i 4 S Rf � tr /0 a Q x33 22 �• O. , m c a.w C ® o0 w p � o e�y e� Gem t a x C 0C LUe FORM MHD92PF Dist. County Route o Post Miles Sheet Total R T 1 Total Project No. Sheets DESIGN ENGINEER REGISTERED CIVIL ENGINEER NO. X DATE APPROVED O ®OO x L°0 . 102 Go 100 101 x� x ss X 0 kg x +44.00 +46 ,Os N39. R 61` Rt. 101+48+ L.O.L 0. _ � 61' Rt. 100+48±L.O= ± 49 Lt. 10+55.8; 49`Rt. lO+?8Ar Ar X �- +-?2, �\ Rpt•\pJv o 0 N x + 9.5 `� t 00 +�� o O o h R=�20 x--------------- \; L�• �,. O x r C3 Jr OIl +n _+39_ ti \0 v Qc + 2 8 \�x � e� , os� � N� `�� ` �•Rp�r�gt V h A90 ��• N 9 0 x cr R t2 +96 O + 95 o x�� N \eW , ,� g0 O 5 , O �e ro\v, 9 it x a - a Oc t )t 0 c L v a o ° .Y I G W 0 J 0 o � o � ® 6 Q o .�' 0° a � �''0 uJ A. Q. FORM HD 92 PF :; ,: .`, : ,_ ,a ,wmiIIIIIIIIYI� , ., , sm a. ' _7""" t "- „ I I „ _ a , „ , ,, r I` u "I I �,4 _, ,, _ 11 I ._. 11 __, _. 11 , _.,- ' _,. F : ., ��-- "' ,__ �., � 1.-- '., ,,,- > ,.. _ _, .v. - .w. �, , � /I I I I - I I I I I � " n 11 I a r , ' , w r _. ..I j/ I -.. r, a , r W., ~,____ n fib:: ,. l S . -, , :.: - �.. V} ,. : 3 , f x 4 -.. : - . .. w" € 11 �f ». «. - `f I Nom.. 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