Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
Untitled (3)
ft- kr) a INDEX OF SHEETS Sheet No. I Title Sheet " 2-3 Typical Cross Section or Improvement «4-34 P/anand Profile 355,6 Construction Details 57-72 Pavement Elevations and "7.9-79 Quantity Summaries `80-87 Miscellaneous Details "88-90 Standard Structures 9/ Type A l E Detours 'i9! RS Mud Stripping and Vertical Sa4d i2 a ors '99-//8 Highway Lighting 1-83 Cross Sections -19thAve lntercharQe "I -CI CrossSections-East/-/glsdale Blvd Interchange 31 11 JO It r, Grading Contours "1-66 Cross Sections- Ralston Ave interchange "1-31 CrossSec/ions- Holly ,5f Interchange " 1-10 19m Ave. Overcrossinq '�/-3 Bridge across Bore/ Creek "/-6 East Hillsdale Blvd Overcrossinq V-3 ' Bridge across Laurel Creek '/- 7 Pa/story Ave Qvercrvssinq "1-3 Extension of Belmont Creek Culvert "/-8 Holly Street Overcrossing Bridge Quantity Summary on Sheet 76 SAN FRANCISCQ BAY, _C ti_t_711 4c i �: a aw �I NORTON [ ' --To San Franc/scon G� c� =� c__ del — /)', ,`31 'SO LAO ajcsic 4S ] CZ JC all -- 1-i rl ✓ i m ri .z ry I AIRPORT o n \ ROUTE 68 STATE OF CALIFORNIA I DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS PLAN AND PROFILE OF STATE HIGHWAY In San Mateo (young; between 0.1 mile north of 16th Avenue and 0.2 mile south of Br ansten Road /Beginning of Project Station 746+55N //// 27 NN \�/ 3z \ SAN MATEO 750 HADDON DR. 28 papa'" 4c)= t,' oQ. yL `c 7acCillEgga �ocaao�oo� �n�° �------, RO AMINO REAL 7�//-]j� k _ 17 EL C �1 // // 11 /l���ii 1 To San Franc,sco SAN MATE D 800 Oily Limits County Line City ocTown Limits Township] inel Towns h.� Sec t 7:? Line y=.,.,.,�,heiher Townsn:p,sect+o+. or Grant Grant Line Pence Guard Pail Unfenced Property Right of Way Line Base or Survey Line Traveled Way Railway Tracks 141 IL/ CONVENTIONAL SIGNS -- -- Bank or Retaining Wail ----- Levee Culverts Drop Inlet Trolley Pole Power Pole Power Tower Telegraph or Telephone Pole Marsh (BAY \MEADOWS \ RACE TRACK SOUTHERN 6 ,.w. AAu,: JAL r, w. Scales Plan' I In.= 108 Ft. (Profile : H or. 11n-100 Ft. Vert.l ln- 5 Ft. (being the detail plans of a portion of the route for the State highway adopted by the California Highway Commission March 28,1941 and March 29, 1929 and declared a FREEWAY by resolutions of the California Highway Commission dated March 28,1941 and July 25,1941) OJ BAYSHORE 850 35 rfracva Belmont RTE. 68= RTE. 214 71\;BELMONT 2000 SCALE 4000 6000 trrT Length of Project 26,585.29 feet=5.035 miles tOO ., ROUTE _ CIA l ��oaoo4OCIE To Jose ®r-1Op<RO 133 © © g am ED, 00 bUD 1.963 EN;INE.ER.IN& DEPT, �TS / L1 SS , / Q / B \jy COOLEY // AIRPORT/ phP1As LOS ANGELES ND VIONI iv _ N 6 E L C 5 / DIST. COUNTY ROUTr SCCTIQN Stile jI firs IV SM 68 SM,C,Bmt, I 1 18 1 SCar SCALE IN MILES is 14 N•A SAN f PANOST.0 itND J+CN't t ANA >2' ,/ End of Project Station 996+00 / 1 18 /"N Ca Irs-cAM Nt 0 � EA� C� 1---lr-S-J HI?? te ,��'-.�Q < nl�,tltlf-?�Y Cr t3 es) ct li C9 �af�g1 ? c> r" SAN CARLOS /33 fu....a +APSIVAmA.- 0000° Cl ToSanJosse 0- 0. REDWOOD E-7- CITY L April 10, r� 1953 Assistant State Highway Engineer Dist.l Approvi,Reconmended Planning Engineer Approved April 13, G. T. McCoy Stale High'voy Envineer eputy tate iii9hway En ineer En gineer Engineer License 3393 �} _ f /R Director of Public Wotfks JMR p " 1 . i f r o e " o g i f . l 4 1 ' - . N . 5 . 4 6 a 1 n r 1 4 M r 9 a M D I A I t a N 1 4 1 0 4 1 1 / A t O t a i ��t ��l I A S I a n , ; , j 1 1 1 , 1 " < \ \ 7 b 6 ' # / 5 ? 4 , , y , e s f 6 / 9 P L A N " 4 4 O c , t / e , . 1 1 0 " w r " v C O I t a l i a l l . f t " t i 4 . 0 : " 1 4 0 4 4 7 7 7 : 7 . . . " I . ��. , . . I w o V " " r j 0 1 1 1 4 , 0 a # a r e N S M - R S - S ? a , C B m t , S e a r C M ! i . : . c f 5 3 " 4 T . ' " . ! 2 - s = F A P # i t - 1 8 1 , 2 5 ) c . c t ) t r - o L C r " - A / c . 3 ' ' J 6 E A c i i c L 1 0 1 1 1 C i f f K L 2 C 4 . r ' ( C Y S C A L E / - F I L E N O B R I D G E N O i f , , 2 4 D R W G . N O 3 eZ:1°r if----2—Place Overload 'Removal Material sjp SI Pe 2ir Final _ °, Piece Overload emovo/ Mot7L 20' Profile Grade 2'or4'Overload---/ �Subgrade IoPe Fjn ofS/o,�, �� _�0�2 C Or ..'%' -P/ace Overload we, o i> Removal Material Min. Shoulder Pavement I — — �— •- — - Variob/e Variable INITIAL GRADING ACCELERATION & DECELERATION LANES, COLLECTOR ROADS, LOOP RAMPS, OUTER RAMPS & OVERCROSSING APPROACHES 2' OR 4' OVERLOAD AS SHOWN ON CROSS -SECTIONS c/otteC 20' Min. / / / / 9' Profile Grade 2 or4' Overload ' '' 'Subgrooe 36' 20' Min. P/ace Overload Removal Material INITIAL GRADING NEW FREEWAY LANES 2' OR 4' OVERLOAD AS SHOWN ON CROSS -SECTIONS 0.17 Seal Coat 45% Plant- Mixed Surfacing 0.67' Cement Treated Base 10' imported Bose Material Note : For Location & Types of Curbs & Add/I/ona/ information, See Cons/Tact/on Plans & Cross-5ecfions. ..,ate•.... IV -851 36' , 8' C 'C-Med." Sea/Coat O/ L /0' C2 Line Cz Line 0.50 {Untreated Rocki€ase ,;- 8___ 20' P CL C-Med. Sea/ Coa4 i '3° 0.50' -5% .y ...,...a.,) �...� lm/c. Base Mat'/. B �-i.. 22 , THI2 LINE Con form Exis ty, Slope DESIGN CLASSIFICATION 6800-'70- M-60 IV S.. M. 68 sort', S Car. Apri/ /3 /953 -over-crossing Approach Frontage Road Acceleration and /Deceleration Lanes Collector Road /---Loop Ramp -Overcrossing Structure 'Outer Romp City Street Overcrossing Approach - City Street Freeway ROADWAY NOMENCLATURE DIAGRAM Pen. - rC/. "C-Med. "Sea/ Coat ~Treat. f--5/ O 6' 5'__Jxis tg. Min. Shldi 8' FREEWAY STA.C2 741+20 TO STA. C2 993+00 IV- S.M.-68-S.M., C ,Brnt,S.Car. BETWEEN 0.1- Mt N. OF 16TH. AVE. & 0.2 MI. S. OF BRANSTEN RD. Cl. "C-Med " Seal Coat 5%-- 1/2[\ Reconstruct Exislg. Shoulders '--1.4 4� (See Note) Existg. Sh/dr. , , , 401Existg. P/.- Surfacing TYPICAL CROSS—SECTIONSScale-8 36' Note 8'&t• Vor. Scarify, Reshape and ado' Crusher Run Bose Material as Required 118 April M/953 Plannin - Enyineer Alba " 3 1 R i g h t t o C u l o r F i l l w h e r e R e q u i r e d - % - 4 2 2 - 7 7 L . P e n . T r e a t . 3 : 1 1 0 0 0 5 0 U n t r e t i e r 0 0 / 0 2 8 ' F R O N T A G E R O A D P / a n t M i x e d S u r f a c i n g P e n T r e a t . P r o P i / e G r a d e I 5 C I 0 " - d R o c k B o s e i 1 A O ' M i n . / n 4 2 m r k d / ' ' 2 K ' T y p e B / t ' u r b P e n . P / a n 1 - M i x e d 5 0 & 4 f f ��r 3 / �%��a o t t e r o r ' 0 . 5 0 ' o n t r e R o c k B a s e 2 0 ' M i n . / N o t e : - R o u g h O r a c l e w h e r e s h o w n o n C r o s s - S e c t i o n s . O t t e H 2 0 ' M i n . a i r - 8 5 1 / 4 2 ' - 5 % _ I 9 ' 3 3 ' S u r f a c i n g n g 0 . 2 5 ' ' 2 % F u t u r e / C o n s t r u c t i o n O U T E R R A M P S 0 6 7 / C e m e n t 0 5 0 7 m / o a r / / 4 / 8 c _ V o ' r - _ 4 : 1 0 5 0 U n t r e a t e d R o c I P e n . T r e a t / ' C - C o u r e " I - - - - - - - - 1 e a / C o a t P r o f i / e G r a d e O , 0 / C . R . B . X 3 3 T r e a t e d d B a s e S e l / B o r r o w ( T y p e A ) b e t w e e n S h o u / d e r E d g e s S C - 1 P r i m e C o a t P r i o r / o S e a / C o a t 2 0 ' M i n . P l a n / - M G r e d S u r f a c i n P r o f i l e G r a d e s a r e E q u a l a % - " - 0 . 2 , 5 ' 0 , 5 0 ' I m p . B a s e M a i / 0 6 7 ' C e m e n / T r e a t e d Z i a 2 4 ' m i l ' 6 a V a c O V E R C R O S S I N G A P P R O A C H E S 4 P e n . _ P l a n t - M i - e ' S u r f a c i n g - r e r T + P e n . T r e a t . f T r e a t . P r o f i l e G r a d e # / . O ' M i n , 2 % 5 % � / 0 0 / 7 0 . - I m p . / 2 / & l i a r ' U n t r e a t e d o r r o w ( T y p e A / 2 ' & V a r . _ + . _ E 7 L I N E S T A . E 7 0 + 9 5 T O S T A . E 7 8 + 1 5 a s e N o t e ? F o r L o c a t i o n c S T y p e s o f C u r b s c % A d d i t / o n a / / n f o r m a t i o n S e e C o n s t r u c t i o n P / a n s & C r o s s - S e c t i o n s . 1 0 . ! M , - _ . w i t . - . . . . 4 1 1 , P e n . T r e a t T A B L E , 4 C l a s s " C " S e a / C o o / F o r S h o u / d e r L o c a l / o n T y p e R a ' L i n e M e d i u m T R i o " M e d i u m R 5 " C o u r s e R 7 ; C o u r s e 7 7 1 s " M e d i u m H s M e d i u m H 5 ' " C o u r s e H 4 L o u r s e 8 5 " T C o u r s e C o u r s e 8 7 8 5 " 1 3 4 C o u r s e _ C o u r s e E 4 " C o u r s e 5 s C o u r s e T 5 i o " M e d i u m 5 8 " , M e d / u m S C - / P r i m e C o a t P r i o r t o S e a / C o a t e 0 . 5 0 ' U n t r e a t e d R o c k B a s e 8 ' _ I f r f 2 0 i M i n 1 ' l e i t e r 2 o r " ��l � - S T A T C ) / i t . : ' a r C A L F D E S I G N C L A S S I F I C A T I O N 6 8 0 0 ` 7 0 - M - 6 0 U n t r e a t e d R o c k B a s e s , L e _ l / a r 2 0 / M i n _ _ . . . . _ - t B I C o s s o s s " C I S e a / C o a t I �%/ S e b / e A ) j - 5 % P / a r i _ M i r e d S u r f a c i n g - �� P r o f i / e G r a d e k ' c r 0 c f 5 Y s - P , ` , , ` ' 5 1 0 6 0 - , L 0 5 7 ' C e m e n 4 T r e a t e d B a s e ( - / - n p o r t e d B a s e I M a / e r i a / I �� I / a _ r , t o _ _ . F r e e w a y - N e w A C C E L E R A T I O N & D E C E L E R A T I O N L A N E S o f f e r ��l o t i e e 0 8 3 e " o r R o c k B o s e 1 2 0 ' M i n . F f a 2 0 ' M i n . 2 ' f f e r c / . ' C - M e d S e a / C o a l , ( S e e N o t e s ) I P r o f i l e G r a d e O � L e - m 2 % r V a r ' 7 [ i v r i r ��e ' F e � a ' r f n 3 . 1 4 . / a r t v M a x r a j ' / , - ` O J 5 J T L 0 . 6 7 ' C e m e n t T r e a t e d B a s e / m p o r t e d B a s e M a t e r i a / ��' i I s . c r T c r V S . M . 6 8 B m t i 3 1 1 1 8 , 4 p r / / / 3 / 9 5 3 ( - - \ / 7 ? c - o r E x i s t g . P a v e . N o t e s - 0 / S C - / P r i m e C o a t i s t o b e A p p l i e d P r i o r t o P / a c i n g S e a / C o a l o n U n t r e a t e d R o c k B a s e . 0 S O ' U n t r e a t e d � U s e C o s s " C " " C o a r s e S e a l C o a l R o c k B a s e o n R 4 L i n e . � a 8 ' o n C o / / e c t o r R o a d s , 3 ' t o 8 ' o n T R i e & T H i o L i n e s . P / a n / - M i x e d S u r f a c i n g T y p e E R o / , / e d G u t t e r P r o f i l e G r a d e - , - - , . Z % 0 2 5 - j r y p e 8 / C u r b f o r C o / l e c t o r R o a d " 4 / " L o o p s w �%F . - - - - - - - % ` / C O L L E C T O R R O A D S ( W = 1 4 ' O R 2 4 ' ) L O O P R O A D S ( W = I 6 ' ) P e n . T r e a t T h e P / a n t - M i x e d S u r t a c i o r n a t t e r ��r �� 0 5 0 ' U n t r e a t e d R 0 . / 3 ' o / 3 2 n i n . e % B a s e 0 ' , W m / r n p o r t e � ' B o ��i w ( T y p e A ) , . E x i s t i r Z q P / 2 ' 2 0 ' B I L . I N E F P e n . T r e a _ _ t - P l a n t - M i x e d S u r f a c i n g ' P r o f i l e G r a d e 0 . / 3 " M i n . 0 . 2 5 ' 0 5 0 5 % 2 % i m p o r t e d 0 5 0 ' U B o r r o w ( T y p e A ) ; R o c k 2 0 ' M i n _ - - _ 8 ' I V - S . M . - 6 8 - S . M . , C . , B m + . , S . C a r . B E T W E E N 0 . 1 M I . N . O F 1 6 T H . A V E . & 0 . 2 M I . S . O F B R A N S T E N R O A D T Y P I C A L C R O S $ - S E C T I O N S S c a l e 1 8 M a o , / . 0 ' M / n O 5 7 ' C . T . B . r e t r e a t e d a s e 3 , / . B . M C o n f o r m S h o u / d e r 2 v e m e n / 2 " V e t ; - 6 t o c 9 P e n . T r e a t . U r t r e a t e d R o c k ' B a s e / 4 ' . _ _ 3 / ���� _ - ���� M i n . T H 1 1 L I N E F r e e w a y A P r i / / 0 , / 9 & Y W N W 0 CC I It 0' 0 W F- 0 O d w > w cc 0 V) 0 z '3AV 30H3110-- Q F-- UJ 0 CC 0- U - W 03 d..7e1 0 0 a) CO 1- Z 0 efr a N n O t- 4-- 4-- 4. + 1. C 7 34 7, . 4'3 S N darn) S•5 1.3 Sa 440738 ./6 '3 S/ Arturo U o E W ci N O N r O N 1.0 op Co X N Oittl ry to NI' jjo 4 • e; ATif /S 2. 0 B EL }424, O, U. S C. rBo 1 1/0 0 A LEI L, CD r w CO Ca S 0 A) J I CIO //� v) C ok tea ar cn i b • a Ty n nni (' U' • Pt rn P N co H ars u) N 0 Q° '410 b, CO tot r_ T t �% " K i t J k . Q B ' B ' . . F e n c e B L A N C H E M / T V A L S K Y S . 5 0 0 4 4 4 2 " * 6 / S . 7 7 g - 3 3 . , 9 2 ' m s s ' F / R . 2 5 7 ' 4 . 5 7 2 5 . 9 " L . 2 5 7 , 6 2 ' 4 5 7 ' 4 . 3 0 � 3 2 ' 4 5 r ' o L . 2 4 3 . 6 4 ' j k o �� ! ( r j I 1 a l I Q f I f r / t / R O S P L S E C . 2 7 1 4 S . , R . 4 W . , M . D . B . & M . 5 / ��C i I V - 8 5 1 1 2 . 6 2 0 ' 4 4 1 / 4 w I L 1 ' o A 2 V w . N �� L P \ . % % G a r a g e W d T k s . H E N R Y E A R L M I T V A L S K Y ' E T A L r S i Y . �%1 y % �% w 0 �%1 Q v �% " O i l e d a A r I S i g n s / / 3 , / 9 5 3 T O T A L S H E E T S R . 4 9 5 7 1 4 . 4 6 � S I ' / B ' L . 7 0 / 5 8 ' I t o t R 4 5 7 ' A . T 3 8 ' 4 3 " L . 2 2 0 . 5 0 ' E D W A R D M I T V A L S K Y E T A L F i e l d M e t a / H u t 4 ' B d . F e n c e W o o d S h e d s N . . 8 9 " / 6 ' 4 . 6 3 � 2 8 ' 0 0 " 4 . S M / T H S A N T H O M A S 4 . / 0 9 ' 0 8 " / 3 9 . 4 4 ' 1 - S t B i d s . R . 6 0 ' 4 . 6 5 . 2 2 ' 3 3 ` - L . 6 8 . 4 6 ' S E C . 2 8 N O T E : - F O R S U P P L E M E N T A L D A T A S E E C O N S T R U C T / O N D E T A I L S . , E T C . E T W C R . 4 / ' d . 6 1 7 � ; 8 ' 3 4 L . 4 3 . 2 5 ' / C O N G A R E N T E R P R I S E S " A I S T A T E I C A L I F L E S T , E , Q / 0 4 R A _ F E n F N A I . P R O J E C T N O . I v C O R N Y . , S . M . F I S C A L Y E A R F O U t E S I r T t o . i 6 8 C . S . M . M A T E O C U L L / G A M J R . E T U X " R A N C H c i A N C . S H E E T T r t x P S c a l e : - I " = 1 0 0 ' " O , D A T U M / S 2 . 9 K S E L U S . C . B G S . C M E A N S E A L E V E L ) 5 p u m p s : l a , . . o \ o r �� '��f e P o % 7 4 0 ` 4 2 . " , , Q ( r t t �� I . . _ . 1 r o t t 3 " , . r { . t l _ . i - ' ��. ��i ��n o < D , 7 i I S p ~ + �� ` f . . ' . ��/ o f ���� i �� ' �� e �� ���� ' ' r t e ��f . �� A # \ �� ( : ) , 4 4 c i i ) , N . . - { . i r " - . . L A r e , ��- . r . . t ' . _ ' i - - " _ - , } i . V - 4 I V ] . } I ��0 - ��` i ! 2 ( . ; " . - 4 - . Q " a L i . 1 0 O 5 t o c . B / a g i �� . L , t c o n t p u n , / 4 C 2 - L I N E i k : t ] C Z �� N c o ��b ���� f f C o C C 1 _ , . . J 1 �� ' ��J ' f 1 a : L , �� ' �� i 1 ! - . . O m m N ` y c o o , r ' y / ' ��h r . ! v �� ��6 ��. r e ' ��) 0 v r J ! A I �� I I i / . . 4 4 w W t ' , _ i t r e n $ O i t o w I l i 3 0 " C o n c . P i p e 1 1 1 - Z " c a � T H O M A ; h " a W / T v A L S K Y t i / i f _ r �� i I . f ! ! r F �� - ! I _ , - N t ^ F , I i . . y - 1 i 1 [ : i t - 1 : i r ; - ! ' i 4 - ' - _ L i I r . , } - 1 , - i ��- ' " 1 I l t { . . t + + �� , , , J . 1 . i J i } ' ' , , } L 3 + 6 I F " i s I I i I 1 ' I ' , i . I ' : 7 , i , , r r , - J , , ' 1 I , f , ' t , i I ' . ' , t i ' . ��, j v j < i ���� V t 1 - . . , _ y 1 . ' ! t , 1 I " r r : + _ I I ' ' I I ' 1 } ' + . I t ' ' - i ` . + + . . ' i i i f i 4 . �� . 1 1 1 J ' - - ' ' �� i - ' _ - 4 ; n " t " o p W 1 . I M v i m : i t h j ' j 1 i ' i q : , �� o �� g w C I A - - - - 7 + �� + ; 1 ' ! ) , 1 ; ���� �� v w I . 1 T . , ' < 1 ' 1 . 1 J . 0 9 a . C D V i N C O i v V v S / ' 1 ( ��/ ) { 1 ' ' I I i t . ' i j { } - " - t t r i f t ��J ! " i K + I ' �� ! 1 y . f l I ; C f i l � t t { ( Y R ����y y t h , r O k ` ' 1 X I ' 1 I t i / i i v y " S 3 d s i g n s P a J C U L L / G A " 8 9 s . i t _ ' B o o r a " a " - ! : I n Z a ��. / A 1 . . �� , , " �%�%�%f f f I , , ' t . } I + . , C , d ' I 1 ' I . I _ q . ! �� , 1 . T ' r + - r l + ! ! ! ' ' l l f 4 - 1 j , r , 7 1 ' �� ; , I , i 9 9 l l f t { . } t - 1 " ' v j ( ����" i n " n ` 3 0 , q n " 7 . ��. i t P % , l " > ��; I ��- t " ��, , y r } i - ��' ( , 1 1 k 4 " ; { ��} r _ j i r i - ��{ ��' O r " - " 4 1 - ' 1 k ( � t o 0 r \ i t t , } 2 1 i - i , �� ' i ' . . . ' t ��, 1 r I i i . . 4 i _ l ��i l l r t - ! R v ' " r ��. ��i f � ' f _ , �� y Z V . a ` - ' , . . . , - _ J j ' ' _ ��. ; _ W t i Z t ; I 1 , 1 r t i ' , . . y i - I 2 6 / r t r t F . . L I j i r i q q q 1 : ! t l ' , 4 ' f i I ' I i ' ! ��' . i " " r i t r I q q g g q q l q { q ' ' q q 0 ��' I n i i r I , 1 E , 1 - r I . f y �� c 4 J . - ' e ' x ; ' 7 " ! 1 ( f ) j ( I ! ' ' i . i I - : t I , I l " r r ' - i R 1 ' ' ; , : 4 J I 1 , , ��" f , f " M r ` 1 , \ S e t f r a " , . t { " 1 1 ! f t , I " - + Y y - I N 4 1 . c r , 4 , N 1 r t i I , ' I i ' , _ t . : �� ! . i 1 " C E ��i R N R I . , : " + t ; P . t . c o ��, ; 1 ' 1 1 i ! . 1 1 I - t ' ' ! } p �� g p q q q r q q ���%�%��y y ` ; r : 6 . ; t ! t 0 ; ' ��- " > I ' ' ` 1 ��{ . h ' T , t ��l , , i , - , - t i i ` ` q , 1 F . I C I 1 , i i l ! } ' ���� q q q / v ' r 1 E " V 0 3 r ��, T q } e V . a . i i ' t . . , , L > L . ��. L . + . . t i _ , # y ��y ` r i n : j F t y t . I ` . , ��' N @ ��i ' I . t ! , , 1 6 1 ' 1 _ , i , " , - I . , t + ��j } t ��. . i I ' y i , ( p F Y ��' F E " " r X 1 1 ! I i , i I . F , 1 ' . I ( - # _ ��, , 1 - , ��' I g J : J ��. , 1 1 , 1 1 1 . 1 . t f ! - ' �� + i ��' ' { - 1 I , I + I ` P o s t u r e L / F O R N / A A . �� / 8 0 1 c ) S ��, ��e " 0 S E C . 3 4 ��G 7 / I t A / i E D / C A L B U / L D / N G C O . 1 1 1 1 1 / / + I I l l l . . I k L . 1 _ L l _ I , . - / 0 0 9 . 3 4 ' N . e n f t v i , f i I ; ! ' ! : I i 4 b . . , _ I � . - . : ; , I y f 1 i . b i f t } I : } , J _ . k f , , } ' I i } j 9 i ��+ ' ' " r ' 4 { t i C 1 - + r } i Y . I } . + i . . t - , w - , E s L I N E 1 0 0 9 n E x i s t , 1 2 5 2 6 . 5 4 ' t ���% 4 �� t ; I 1 i ' I ! ; t o i ' . ' ' y ��1 , . 1 ! 1 i i t o r ��, i 1 1 + a m t I { l a . N I t V r ��' , j i t { ` 1 e + i i i s 1 I I P 1 1 - [ ' c ; t , I ! V i z 1 r y �� i " 1 v Y � { j 1 * P 3 3 3 . ��f ! . I h ' �� . . - ! 1 . - i . - . 4 t 1 - 1 J a l l f ' T �� t L ; . t 1 ! ` ' / V O T E : - F O R S U P T C O N S T R U I 1 " ' < t i ' r - 1 _ , . . , , . = . . . r y . J . . . , _ _ m I 1 < o w * ' � 1 0 S Z i t i I t s " 1 I f ; ' i r t i i i �� ` r ' ��t 1 ' r w o N n b m I i . f f v ) O . , " R . �� A f& I . . t , - . L I ' _ _ _ ' y . . _ . , - . . i . . ^ Q , K ' " , I . 1 f ��I " i , I f I I I ��" ' 1 4 : ` ! g 7 " I �%i i I I # / / 1 L A < 0 ) " 1 1 A i I ! ! 1 ' 3 I t ' 1 } t ' M E N T A L D A T A S E E / O N D E T A / L S , E T C . _ _ _ , _ _ d p i x . . . . . . : 4 _ , _ A A p p r o v e d A p r i I I 3 , I S P o s t u r e 3 9 5 7 ' d . 5 � 3 6 ' / 7 . 7 ' . _ f i n T . I . C O U N T Y r R O U T E - S C A ( A l W c - . 4 i P i i a - 1 } ; 1 1 . ( i . . . ' - ; - i , . 1 , 1 1 : 1 I 1 , 1 ` t i y y L 0 1 O I r ' ' ! ' t I N . ' , , i " i _ . a . . , - T 1 , I ' - " - �� - �� S A f n r n k i i r t . t : . . + . . t } r ' - 4 1 1 1 4 5 ��, - - I " , j T j j W ' 1 f , " f �� ��. , 1 t - 1 t ' ' ��f&���� " h ��I , ! ( " 1 I I ( p p u r O r " O C A N A i U M / S 2 . 9 1 ' B E L O W U . S . G . G ( M E A N S E A L E V E L ) m m b ' I T �� , T ��r ��, ( I t s ; i j I , I I ( 0 4 - a o L 1 { �� + ! ; L i . : ��! r i T f f r r + �� ! i q i r k { y } 1 { ��. T 1 C u 4 3 1 ; . . - b . 4 , , 4 _ 4 . 4 t - . . . . - . L . . a _ , L N O T E - F O R S U P P L E M E N T A L D A T A S E E C O N S T R U C T / O N D E T A I L S . , E T C . G u i d e P o s t s O v l d e ��O i l e d S h o u , W c o t o _ { o b C D r . h o i k b - I b I ^ I - - - L A 1 N a 1 r b C I O o r ( 1 ) . C o - 1 - c 4 ) ( P i [ 1 4 I { ' ! 1 I f i . + . ; < + . V I k o N J ��i I C O - . . . 1 - i ( n ��l S i t " ' V _ t : " 1 , _ , I - I , _ Y i . . ��. . ��. t ��. �� . . } - J y t _ i _ ��. i ` . Y L " j ' f . ��- 1 . T t . . I ' " " , 1 T I , " , } - f y ��I 4 - I . . 1 - �� 1 u : t 4 I : J I 1 ' C C O ' t o - - f 6 ��. O Y . ( J ��- 1 - - t i . c o ' 1 I � ^ ' Q / J ��" ` ' [ 1 i ' 1 0 4 % 2 9 / 1 ( 0 " + T f " , . . . z . t , ��7 t ' 1 r ' . i _ , 1 4 , } �� , 1 ' G 1 1 ^ } ' r - - i t ��' . , - M r Y - t - a 7 . . . ��; k + - > _ I . . ��, J . ��. . l l . { . : , . , 1 + - �� . _ } ' , . . . , - . - . . 4 . . , . I t l F a . . . i I i t i j ! - Y 1 . 4 ' - I ( �� 4 " N 1 1 4 V 7 - i i i Y , Y Y - r , - 1 1 c ( t ' - r 7 4 - 7 1 . - 4 - 1 , i E ' ��, I �� - " - 1 _ I - , I - i s . - 1 1 � - . . { 1 . Y �� " �� ��. } �� - j ' ��j , - c ��( , ' : r - r . T . ' i : f Y } , �� t r v t i �� + A S ' _ , i 1 I r a t , + 1 i - , J + , ��N - t _ - , , 1 1 i n ( l " C c r A ( �� / ' ' �� Q ` , k i - �� 1 1 0 F - 4 . C 2 L I N E I l l \ i - i " . V 1 , . �� _ ` n V ` A I . f + + , a . 1 - I I H 1 t l + + i \ , ' Y . _ ' , �� 4 : . . . " - L i I ! F ` I + ����I ` r z 1 i ��, ; r t - : . 1 1 1 I , 1 i f i } 1 1 I t ��" , t �� ' I o ��, s c t p . - ! ; 1 i , ; ; I h . F I " , , �� i x ' P h ! ��. R Z . 1 1 q r i \ " t a r W e s . ' 7 - �� . ��. c . , . . ? , , ; - 1 ���� i " ��' �� �� �� ' ' ��I . f , ' ' ' ��} ' ��I I r � ; 1 , t . i a , L s _ f j ��i r I F T : i : . . . . . l u . ! , 1 ��j �� t 4 . ��" . ; 1 ' m t i t . 1 1 " " " ��t , , + J = I a C o t ' } ' a �� m ��t G l ! } W b o q ` ��' N { ��1 j t N ��. j I I I f i t ' ' ' � ���� I + L I N � " I I i �� I P I + . A ��r r t ��' 1 , ��1 1 J �% 1 1 B a r / ��' . V V �� ' t y ? ��" ��' ' S j l I : } ' i t , 1 , ` ' - f& I j I " ' j + . . . �� Y ' 4 . ! I I ' - i , i . ����; ' { . I r . - 1 - , , 1 ! 1 - ��I ! i i i i ' N Y j 1 ! C s , , : , . �� , 4 " ��' " t I 1 - - i } T 1 + t - S . S i a V ' } I ���� p j . f , 1 - i T , �� i " . i } ' " _ 1 j a ! I �� r + r ) i ' l i 1 1 ' L V ' : , f ; M ; e M f ! , I ��T ' ( , 1 f �� r + i i r - . , [ 1 " i f ���� ! 1 i i ; , I , F \ ` I , N \ / t 1 1 1 , . . t . ' ' * , { ��- ' ` R 1 ��: ; ' ������ y ��' � 4 1 Y f i 1 1 ' " I ` J . - � ' �� l i b t o ��' . ' ` P i i , I 1 , . ) I C I [ - } + r F t �� , p p B t �� J A j I - - / / / ' - " f �� _ _ L e , ( . , t ' - ` 7 Y + - 1 r h �� q q S " p �� < G r a v e / , ( 4 / b y } ? , y 1 ! a 8 , / ���%��; _ b o g o o � \ f 1 M I ' I : r 1 ! ���� r ' + ; ��! ��: R f ' ( i h n n I I A I # ��, : r i f + �� N f k ' r ' o a 1 � 1 . " 1 ` �� Q # { ��f $ M . S . G �� W A ��` , 6 0 i . 9 �� l e a s / 7 t Q ` ' r l . . . , : i ' ' f 5 i N t ` i [ I I ��' r ��y i �% ��i _ , f e = ' ; , . 7 ' i ��+ o l y a i " ` ��, " S i ; �� q ��j ! ! ��f y y " I i " , ' : p p } n . ' - " j t f ? - = . " / s a ����, . 5 : Z ��1 Z Y ' N I 1 1 A N �� I n r - - - - I ' 1 ` �� R / w ' o ` " u s s ' I i _ + i ' ������ ��J + ; �� ��i A 1 ' ' . : �� E x i s t ' z C 4 r 4 ��, i i ! ! A ��I ' f i 1 ' �� i ? I I ' ' M { } ` ' �� ' I 1 ��- i - f b ! C I ) �� r ' ; , 1 1 1 ; I A . 1 - �� i - \ l a i - 0 1 ? i " . x �� T t " ��4 i r ! 0 1 ( 4 6 F j c h 3 ` t ` N O k i ��" " D a 4 1 1 C . S 4 I I : ��; A ! 0 i ' { a ; f i r : 1 ` ` : : . : ` Z ; N t l I 0 1 1 ` �� } + I v r ? ' ' { { t ��s y 1 A y 1 _ c o a / m i J 1 ; " - . - . I - f ��1 : N + ' t i ' ' t , + J , - ��_ ` " v i ��i ' - a 1 1 1 + = , i r . 1 ��! . + y . d , , �� + t ' . f ? ' ; I : L . ��- I . , ' t 4 } : �� . } . J . ���� ; L ��' ; : . ' ` ����������i ��i + w ( n L i f ` , Q I / / J W \ m - } i i + r , r r t . . . i i ' ��: + a f t ' + � i m �� r - - S S T i l 4 5 I I ��' ' . . + . j i , l - 1 ' : ; r + I { : + I , - + ��' } 1 . { - . . t . : . J . ' . _ . . . _ �� A I , } " ` I + J - # - : I X 1 1 " . ' - i - i ! , I I ; _ ' . . . . . . . 1 , ���� ; _ V I L T ��1 . J I . . " Y - . . ' - i : " . I I _ . - _ s v : - { . t , . F + _ } i . } ���� , a . , ~ f I ! , 1 1 ! ��S b , n r l t h 4 r t ' i - ��C - # - ] _ i i i ��' t a ��l ! t t , , , , I [ ��+ . ( t i p : A f t e ; ��, ��f . 1 j e . 6 7 8 h A . - C . P a v e m e n t �� I I i i 1 i I 1 1 I 1 , 1 r 1 ' I ` { ' �� ' Z \ V ' i - 4 . F s L - t g , , t . . t - - I + 1 �� . . I . 3 " . . �� I - . ' ! f _ . I ' - f - t " - 1 - ��: 1 1 I , ; i i , - + i ��- ' _ } - e t ' , 1 . ' ! ��, I - t - + - _ I ��. J - { . " _ . _ 1 1 , , ; . _ - 0 - t U 1 ` . ' ' i ' ' 1 1 1 ' N I 1 N 1 - c , 4 4 # 5 7 . 9 2 R ' C 4 : 6 . e h W D 1 0 ) a 9 . 8 3 0 ' ! Z i t ' . . . . . . I . 7 . h . i l 7 1 7 , 0 \ s c 7 - - 1 1 i ��t i ' ��y i , r n 1 9 i i i t i C R - ! - M , . 1 �� ��i I . . ' . ; ! ; y . , I ! �� 1 i ' r ' i I . t { { ' f , ���� I / ��5 �� ' �� Y 1 2 . ' ; r - 7 L _ _ _ SEC. 34 T.4S., R.4W., M. D.B. 8. M. CP° Q_ er C. c .T. 5 V 4. S°36'/7.7 L, 387.09' 5• IV -851 L-339.88' 'U D0 5 5 S. 8029'42"W 2 / 331.33 CAL/ F: 3.8°29412"w 'JocKE NOTE: — FOR SUPPLEMENTAL DATA SEE CONSTRUCT/ON DETA/LS., ETC. 5‘: 3 , K SAN MATEO Q•. 832°23'56" W /00' /2 '/ron Pike Hoy \* l vTiooyk // 6 PRA DIV N C‘ KENNETH J. To ANTHONY R/CHAR FEDERAL PROJECT ND. FISCAL. YEAR COUNTY Po ,'t Section, S.M. 68 G S.M .r Ski L ET NO, D,.:I Iv A .,„„ April $3,1953 IL.T :r1 )'NS RY'- 2‘ 7- z -U 01t tb YAM ,.rs ASARO C. TR/CUE/RO D A. POSERS -9A Stab/e, R. /0' / d. 90°00' L. /5.7/' SHEETS / P`ce 0 M 50°48'54'E 280.61' 4 • \\ 8.39°//b6"E.\ 80' tZ HM w ai rn Ext O.G. R I /I/ ti i� 1 ; f 'I 50 ' i5' // 5' ._ C+11�._Lt I,� r. I- , '' _ i — _ , �. CUPEPTIN0 i. N''''-+-; ' �� ;' o, _ � ,, 4. 4- .44-. µ _. 1;, WAY o - �j�°� _ A, 3 4 5 6 7 I B R A N S O N 8 0 N S A VG X o a z X 4 4 ._ _ _ 2 .t SEC . TT 4 S ., R 4 W., M LESL/E r 5? 0 Pais fur S. 36'3 0 '/B "E. /I 1 1 1 1 1 1 1. 1 l! 1 1 1 1 1 1. l 1 1 1 f 1 1 1 1 1 1 1 I/ l 1 1 1 1 1 1 1 N\ W ;{�y I, _ 444 _• -4 (-1) •'N 9::, ( 1 1,1 ' : _ N • GtItti --. • I'�S _ 11 I� — r ;� I its - 1 - — 1 1. +i fig 7 -,. i., . . 1( _ r .,.f , = .�ti. .: , 1 +_ :i i' i .. I; -4- 1•r' �..{�-i �,; �' '2 ill (I f +. µ i„_ .i .° .-lr T! t ' - '� ,..F4 + t m- Y�� 1 kl• I , I 'i .1.1: 'L11 1 1a , , ,`l .! 1 1: T - t fi „• , l II .+ ! $_ I + _ - .._ - :_ i Y{ri1 1 t---4 . �.7-i? 1 ; f'-: 't .- • +I-t r l., 1 ' r j 1., _ ' 1� G 1 , l,t `r'- ;_•1. , :-{A •!" �, - Cb ^`91 ' ' is t t ;,}. t :� -> 1 I , t t , 1, �i a i ' �; + ��� _ , - w 47 4 1 i : ,. -, ..- 't +.t.-*tr i t , .' i I I 1 i. , t t l \ ,.. -r •`{-;-f>,4 I l. : , ?-= t I tl ' 1 .; 4!_ , {• f, , I 4 5j `^i ' • w r f-,- .. E. -t4r+�r :' ' ♦ i ..If.-} ^ + #}i i 1, ' ' - 2' C -" f' 1 1-�.. _ .. 't+ k Jj., ' r +-: -1. I +' ,y al I ,•o E; -11 Vl r } r. . , t_' , „ + ,; i.i, t ,;, 1 �1; �,. , H .y ( ;_ 1 # ... J,„ ;4,, N J 1 +i ; 1i I 1 ' 1 I ,, - t (1A i , I f -}. — - t n `Q . , .L �2 a `_'a,, 7'+ , 1 .�•+. 1 .n '. tb i•-i` t TTt }j{ t. •9t�. t-Ifi.i • a i- 14 1 t _ V i- _} 111- omit ;�• J iii I Ilt } j ; „t .� -t.r+ f . L — - .' 4 �+. �; �{,II. }il ,, 39f hoAVE. 3 - \ ` y l I ` ?+ .n-. t` = Co ^` ' I Ij' t ( r-2 .' It' '" + I ft- -'u;- "t ` :,": r T 1jI t { +-i , I I- L y ,*•T ", j ! I ljl i l t -I 1t It ,l_`'•jf I ' It ` 1 ` 1 03 \ -Oiled Si) o a/der L w�, `^ i S ; t , \ O 1 il; I ll ► ' 't 1 1 1 t' : I:I t '1 I W r04 Q \ W N , $ +l t l �� H 11 «- != � , ,�. . ' t , ; 1 LI , , --I � f� t'l"? - - nil- 02 •A CO • L; 4- y r' I i- 1 1, , r l I i I I, I If! IF' t t z�; 3 r ! �; , - na — ---, ,1 ri +tr ,. _ �� i ,t^ ... ..r» 1.. ..3_ -., li-* 1. + I- --}. -n to; 03 C1 1 1' '', r 1T w + It I I}•-' i t t. I t .I. , i (� �t [te r •V - [� `i NOTE: - FOR SU PPL CONST RUC'' I 1 1 1' ._ �' :' ! lid I FF ' I �, - ;1 1 1 i 1 1 a `-r f t i�:.., _ t t � q I i t �' x, �F ry l . f tf '' f �- - �' r i �' -- be/ N trttTT� I } 1 1 ," I -' r -I i{µ-1, t t 1 -1 1 j If ` , , �, - - - _ ti- k t D �' i � r 1 .i .�; N1 ��� I. il. - O� -,- 1 t ara ( ' , P •'' (° "' rho 'AL DATA S. ETA/LS ., Ei tl u t`. 1 Ca M' t t iII ,! }YID : - ,� fE 1 I' I 1 i wr iso = 71.4 4 ; I lA-Litis ' EO GATOS WAY. �, VQ - o , ' 1 • � ( b t 1 j.i ' } ft#+r�fT. , -' i -j •; , ! '' 1 I 'P - , I. ' ' NN L�lil - -. 433 I uuti41 ;`tl'4t ..�r i �l 1 , ' ( t i , t j i' -II t 1 ' ' i jji r' 1 , r1 i�; S-tA . I 1i - F -4; �i+' ' _ -' - `,• ,• ,,t,,ftt1 _ ! r4- . i 1 , i •F- 1'd ,, J��,,•`��� , F (` Ch rC 1- . , t � - -, �. •I- k 1 - 1 1.. ' - :I_ '1 �. ffI--�-j.: 1 .4 F1 _ i r F / } 1 i}._, Jl + } r- 4 4 1 tP 1 �' 44 ti - - r- - j� 'f� _ ,'• ``, - �, ` t. 1 E I ' i r ,. }}�� ^4Y r ,. _}i t, r r --t +-+'avd t -. +- , i .� +Y II .rte H i,'I'll- .. . Jr' -f-n .4 +.i 1.. _ 1'. , , 'TT :»._+ , , .M �7• `�: 1 t , ,. i-r ` t,_` ..' ," .t, �- =tz't' ' - i0) '��.. '. �r` r � �A1I4i i f; 1, , t I 1 - - ��� i t. }• i I , . , 1 -I 1� ' ! , �.. - i - t �� .z- , , `»-, _.i'iS }-.,- t A 1 1 • • ...+ + -3' '�4 1�+. �- �. II ��11jjt,- ti.Li ,+ [ ••L -• , r r ?( ,11y' !- � _jy' i .f.!' '�lyy}1. 2'.Y"',' f i #1.[� _!+i " ,`: , \ [(� "1 lr.• � 1- 'i �' 1�'� t t 'i l+t 1 !1 tt� I 7� fi-� i t { J 1^ _ - /' \`\\. I It -�'".�.. 1 _i. F -. i. Il. it t -+' + _ f _.=. +_-i,:.;: ,!; l 4- L. ', 't - '. }i .. t. ,TR . .} ,., _ . L- r i- . _r �: �{{1 ... J :i +{ v �,1 ti -'1 \\�\ ' , /y� Iit i r_: 1 . 1. .1 ,y -F I , _ - . .a .' 4-1 -. +_I. ., 1... ,a+ � qI , , I rr � to R' .1 - 1. i I t = /',V',' 63 OlH ° v, 4 }- �. t' Ir I ' .-, -",,I .{ ' _.® :� .1 '� t, r_y I. I' - A •- ,✓+ -Ff ' '' * { ...1 }� _ -. +. _�-._ . ' .I •� IttR % I/ i,, 11=,l d,,,d•I, did ! � -' y4L�' i 1 ? _ : t`!-^,-cll.l .;. -, _ .-. -lll,• , ,, O t .f A `I � �--\.i. '. t l"' �' -�j� -i ' 4 +. . _ t ! l. (. v it • ® II/Ir,I, rt �/, �"�.�`y,,'frod'' 1 J it fi Tt } t.. ;} .t, .. 1: -h._ .�. i.. }.�i _ _ _ _ 1 OthoAVE. e .44 , N rl , - �. l i , .I lsk ' C . Ct)1 29T 1 *p� et .u. I.tf+- t ,I 1 11f ;1 9 ' .. t ' ..-I 1• i .. is _. f 1� t t_ { �.� t 1 - TJ '[ ` '� Q Q �1 ' =.tn i �!� < I T f• ,-.,_ 1. , r� . I_ .t:+. �. -, ' , -;». _ t ... j_. . ■ y �! 1 1 -t ;1;.l1' 2I . tl -- 11 t.. 4-1-y_1...}. ♦ ,. . { 1 �} in 2 v r 1 , _ _ , _ o Q� i� j, �A. 0 1., . '1 k�lI ', — ` s;,1 V try 1 I , {_• h • -_.' S )RR`! I 1 I i , 1 , . .i— 1 '�+ i 1,'( + « -t-++i_ I • _. 1 ' -+ _ u _ - '• 1 1 � • \ 3 , , I il . J , t I I I , � , I e' 1' , r►I �' D v '' r �_ . `S 2 r ,. ' �i # L_. I ►/7 '1 — COUNTY ROUTE SEC. SH (ht V Ir _ '- n-r +4:i s�,-1- • .:. 1 }} _ (T "r•j 1 ii 1' r`iO' % 1 1 I , I , �� pp \ A CPI to "1-4 , { I � i t-•_ _ r, ._ t i- a . !a .. I ' VI II 1\ cu.N i i - }��- t' _ a - _ , {_y- .. .; co o �M ' ; T-�' - .. ,1 _ _,,. .. ,. 1-� .,� .1- 7 l,.l . -1 '- _ .7 i 1 I w }1 ,1{ ,1 N :� • lit, • �I / ( \fit' O \ ,1- }} I in ► C _ tr ;7_,.' \N¢ z-_ z fi 41. �� _ i ,, `, ; i I i . 1 , 1 a� 'tTt I i ,r ,j � tl SO ' " I /i �//5 `y •' 14 1�,H 1� ^a .�� . .1 , �� 1• .. r� co c� 1 108 99 rEfO6 z g O z' i 0 0 Q 41•11110••••••••11•0 ace.. .4*, Si 4S..••••••••••••....._.._ .._..... S. i .! C-, ._.. smiles ._._.._..,soars* -a • I Y+^ • Pt 2172-4G - 1 -, b Zen , I • • Rt4/ge' af.!'a&.erne. I .3 • •t r- • '4 t - �`. . ... 4. •d • . - .. •. ; •. : ! •a. ,. N ., '♦ .. ,� .� f., sl '1F _ •r ,4,.; • . r,': _. . �..... Y t .14 ' .1-.............."••&:-,....,.....„.., i, ,< - Y -- f r .. .. .f _•• I i 7 .. -t - 1 t wJ ctOO QO /: il.. • . . . 1 •• it. • t 1 w t • i R. 1 • rOYtt! ' 136' ' 255• �� Q �3 235" . 4'53 3 93/ n1'1 ' ..,,,,,5 • skid:'•' `. ..11.92r ' . , MC ' 937-: '•. 4/P: V/ t 'fro" , � Y BJR;_�IE Gil T4 alai .iii .wj.,r..._ ...� _„_4. ,, { S.M.. 68 C '7 > '1 i tl. ��-: S"t' I I hV "PROS'{fit 8-% 21 11' L5fa 61 f�at:.57 R0.C: _ . . : , `�+� f v fi r- : r 1 2- -.,43-5-2 ' ,-7"d --r FY�.tck a•� 5ed { - ? 696 . 5 ,� / T 6,i •2126 : 6 7 8 9 Iv -851 6.3 4`�C '.i-2F a9.3 irs2 /89 a:3 f /J T6 . , '�3, t /Ctt t ; .. . 5�, • v.. a J•+ 3 . A , / r r 40 ! 2 3 •4 5 8 7 6 9 �-.rr '• +mow. —z - 50 3 4 5 6 336.3 -15 I T • 7 8 9 6C 5 .Q 5% • DATUM IS 2 .9/' = - ' U. .G.S G.S. MEAN SEA L EV EL ✓4Zz Bsr 5tit vv r, x9 m 0 • c• C s OW N �F r iu+ f ( ) Ya s; h! r 4' !o: 4C 0 f WLL. ' J '`a i-- 4 7- N �.i 0 DATUM IS 2 .9R BELOW U. S.C. S G. S. o 0) W J ti co ID U O W cs CNqti C MEA N SEA L EVEL 4.4 sew T Q 0 ! •� 1 n 1 PRA DIV N STATE CALIF TE°tMAL PRC'JEC:7 NO. FISC A YE AP SHEET 3.5 TOTAL SHEETS • BEGINNING OF PROJECT STATION 716+55.00 /// 4 � A� 1 //1/ TOTAL 1144r19^47 — l a\ Conform -N_ 00 . N% \ki‘ fl S <4.‘-'t, I f � - _ ---_-_,, ----It--------- �--a. —'T-- �i R/W; Class "C-Med." Sea/ Coat id Pen. 2' StorL 77 -eat. M, Surf. t/ui' a 033' /win. to O. (67 `/Ulna. Lpia'r1-.;Y:cC•...MLR:[K': .ip t..,..11.i•4_-4Ex/$!g Curb Untreated Rock B�se -, 7--77,.,,,, 9C Untreated Rock Base imported Base Matt/.' Exist: o, Paverr_en t DETA/L A T)10/CAL CROSS-SECT/ON Sta. C 7/6°,55 /o C2 739#631 Existing 24"R.CP0 LINE Conform - , 7-rr _=_�_ ocon = . -= =Ma =aemma= = =.=a=e,a=cm =t= = a a =a ant N 4 —'8'X /G'.f crt I I II It 7 0 Existing Type A3 /n/el a/f. 1+ P Shou/derma / 0 9pril 13, 1953 0a -Existing Pion t -Mixed Surfacing / m Meloi P/ofe Gd. Rollin Conform ---r" o S. 40°55'30"E. 84.0.15 -r r -r —r- 2 -Conform - Existing P/ant-Mixed Surfacing u d- r-r— i 4 See Detai/A T -r T-7 7 T Lnt Mixed Sumo ing-mi __= =a==sas se.===�= 724+9515 P.O.T. U 740 2 -Conform -034- S4"x/964 CMfa Chain Link Fence, 0 C,2 LINE R. 10038' A. 4°25'12" T. 38738' L. 774.37' CENTER C00R0/NA TES Na Coordinates M E. A 7500/.395 /0002.390 CURVE PT. C00RD/NATEJ No. Coordirar`es N. E. / 8/576.993 /7586.779 2 80972.930 /8070.984 3 6'0326./14 /8478.777 !Li ... ., 64 144,04 • • • • zip I "Cl ` I ivl C' v Metal Plate Go' Railing 30"cMP CosascftA AA tt. M N. Shoulder --? -00 C2 LIN E. Mr I i-- TG.6,9 kI 1 Existy /o;r,5 . R.C. Box D/ 1_ ee DwyJV //37-5) 745 6 S.ct y Mot. 0 Conform 0 /5"x84'R.C.P., Type 8 p/ant-Mixed Surfacing t`L.5.3 .Shou/der--2 Type Az /n/et Shou/der.2 TG.75 60' 5. 36°30'18"E. 750 <6, 1526.54' su 411 y M°.4. ) 1 I 2 3 • 4 b 4) co 5 •2 Con form C2 LINE R. 10038' A. 4°25'12" T. 387.38' L. 774.37' R/w Mon. C2 746+29.23 E.C. —Chain Link Fence R471•4/.% -/c) (I' x/'sting Plant -Mixed Surfacing 41 Shou I h-txisty. 5'x 2'/?C8, Abandon B5 LINE Conform S. 33°02'42"E. / 977.05' NoteS:- Grid System is Locoi. 57'RT. C2 753+91.73 P.Q.T.= For Shou/der Treatment See Typical Cross -Sections. B5 53 +9I.73Po.t CONSTRUCT ION DETAILS Scale —I"=50' IV -851 5 o ! & isl z. vi Soy Vlore /-1/ i 0 `Conforms I 758+65.45 P.O.T. 54"x /96-4'G MP 0 Id flare to 48" cielPConneefan,, Ny /overt/nil ri va e ewer --- (Abandon )• Aiki9 R n' Me/a/J'l'' �ivard Roiling-- rt1 ! /2"x$'R. C.+Tclpe -8 Shoulder ^' tiny P/ar t -Mixed Sur facing Be LINE R. 4000' • O u a. 3°27'36" n m T. 120.81' co co N N L. 241.55' r n +c0 c0 LO CO Le p on DITCH DETAIL A (Scale / '= 4' 12526 54' B (yore Slopes $ 59/tom ofPilorat Curved Section to Conform 5 - Transition from 48"R C P, to Ditch SECTION C -C No Sc&/e Shou/ EL ao 1 U en N vi h .o CO CC 1- 0 n m N Ji r en 1.0 m m 3--- Ty/oe 8/ 0 Chain Link Fence CENTER COORD/NA TES Na- Coordin a fes N. E. A 8208..5: 603 223/1.244 B 79725.833 /9726.388 22075534 C 82/58.224 D 790/6.34/ 145'25Z/42 Std ('u -b Flares M 45' N 75' No. oordina tea N. E. / 612013./5 /8852.22.3 2 796/2.488 /9/67.40.9 3 79388.723 9357. /22 4 79977034 8722.5 .4 '1/45 79778.653 /8860.3/4 6 79307/0.9 /90/1 r 7 79603.83219/56.402 CURVE ,4L/6NM,ENT DATA No. Radius Coordihc/es E. N 5 /' 79603.2/4 /9/55.620 /9386.258 9 /' 79339/33 /0 I' -800/6.934 1870/379 / / /' 795/6.924 /9026.649 B6 LINE R. 4 00 0' a. 4°12'11" T 146.78' L. 293.43' Chain Link Fence '69.7 it'/9' S. 38°I1' 6"E Con form PRA DI') NO STATE CALIF FEDER AL PROJECT NO, FISCAL EAR '.0/AL BAILEYS [Iv o, r. CouNr, R.=aar,' I 64.:nr,N Sher ' F NI2 _. � 3N _ 3CD { 11a_� 6 425,39 T •e 538.46' /7' /2'X52'R. C. e _rya 8 'I u/der FL. 4 5 Notes: - Grip' System is Local *Ai/ Ties to /s/and Curb Noses are to Center of /'Radius Curve. For Shoulder Treatment See /Ty/oica/ Cross -Sections. DITCH DETAIL B No Scale • DIST IV w e.....- "' +j6� •� • CA CONSTRUCTION DETAILS Scale: -I"=50' IV -851 EL. 4 8' F.L. 50 FL. 3.0 tO5 f- 400 R 59'\ D 259,665` C 460 6 L• \,0 „Jul w V aip pia 80 NE 4 3 0oo 7. 2/3ZH L s6996' Notes:- Grid System is Loco/ *A// lies to /s/and Curb Noses. are to G'en ter of /'Radius Curve. For Shoulder Treatment see Typical Cross -Sections. Widen ,base arhere Ter/red ur/t// 6" untreated rock bose the BY Line Typ.co/ Sechon e d CENTER COORO /HA TES No Coot-di/7°,4-es N. E. A 78924./42 /8748.567 5 88334.305 /7/4.3.5//_ C 77992./37/90/7./92 0 8/308./09 /7564.502 STD. CURB FLARES M 45' N 75' CURVE- PT CCOA'D/NATE5 No. Coordino Fes M �. / 78350_382( 9/4/708 2 78535.0/6 /884/.20/ 3 78451o47 /8490.988 4 7853.9.502 /8943.7.99 5 78454.747 78488.596r-28957.780 /8674.938 6 7 7846/.248 78447.1/3 /9/90.209 /848¢ 008 8 .9 78374/15 /1053•/67 /0 /I 78332.345 /759/.985 /2 /3 78330.966/7482.533 No STATE CALIF, PEOERAL. PN(J.'ecT NO, riar.AL '/EAR fiNl.rT 1 TtT4L NO s:ef;rs 7587 1 IV S M. 68 IC,S S.M. 39 Ile; CURL% 4/ /CNMENT DA T, No. Radius De/ fa Length/ irnil "Yte /4 /' 784/4.344 /8450.575 /5 /` 7834/.072 /8445.374 /6 .25' 78384.200 /8534.65/ /7 80' 78430.576 /8564.2/99 /B 1' 785/9448 /8840.575 /9 /' 78503284 /8929.041 20 5/' 783/0.368 /9342.48/ 2/ 60' 78277.032 /9236..605 22 /' 78.338.9/7 /8036./30 23 5000 ' 733/9927 /7989./86 24 30 00 ' 8/301/09 /7554.502 /n1`'ersection Dotes 25 784474/2 /8481.000 26 78329.452 /8475627 CONSTRUCTION DETAILS Scale:- In=50' N cr Cet co IV -851 R RL.40 CQ Be LINE x 1 FL. 3.6 .11 C' Shoulder -2 ¢6_'Q tL _-iEas 42' in/et (West'`' SECTdON A -A No1.5ca/e N B9 LINE Chain Link Fence) it I- fI \P/ant Mixed .Sur/bei»y. Bore/ Creek Bridge - A. C -„ &Vct v e- 3317 et' n Sae B2 Shou/der t Detour, i, ----- - _ -_• !e?See 5r, ec "ti•,.. V i 8� "�T. Pape(Abondon) ---... Shoulder C`2 LINE .N,HNN R/w .S'h o u /O'er Raised Traffic Bars 36°30'18"E. 1731.69' r co a CO ' Ri F4.2.6 /8 "X//6'RCP Tgpsf3 Plant -Mixed Surfac/n. 5 O 0 6 O -7' e J Art - Auriotl ii Alla ea _LINE M'4=� R. 4000 r;, to A. 3°27 '36 T. 120.81' M ep L. 241.55' Type Az /n/et 1 4) -- t Ole/a% PJa/e Guard Rai/inol y-,�„z. % S. 3 ' L. - - • - - - • - • 77 72 �l - - - 1 .L.S.~G I ti 4 6 ..' ` .` 8 7-90 Type He /n/e1, TO.8.i See Profile of Curb & Gutter at Upper Rt S.38°11'26"E. 538.4 /6 2 Ty/oe BB/ .77 I.2s.92 / ' Existg: R.C.B.,Abandon-1. andon- e C2 P/an t--4/1/ x e d t Type al I,r 64L1NE R. 509 '41„ A 2,12// 236. 1° Ico N k d m FL ..i.6 LIN E /2"x56R.C.P Type Ditch (See Detail 5, Shed/ No.36 B4 LINE R. 4000' p. 4°12'11" T. t46.78 L. 293.43 eylYin (Existing P/cant-Mixedd Sur roc ing.. 90 CURB S. GUTTER PROFILES RT, OF C2LINE 783 4 5 14aLT Bs 90+ 34.02 E,C.= B9 90+33.88 P.O.T. 2 N )""1-Ra/sed Traffic Bars 4 12526 54 2 60'5/d Fiore 5ue.,ey N1on. i4 --Conform-- ,.,�.r,) •.' rccrii,rvcf,' • Meta/ Hale Guard Railing S. 38 11 E. S Shou /dent drCitcl Limits AN PA r0 FjIN! A4n. Flex Beam • Guard H l) aw oh- re) eT CD to Nb. CO CO vv m' coal cc 1' Na. Coordinates E. N. A • 784340662/21/. 8:t// B '75292./82 /7393.50/ C 77724.576 /9742.643 D 75364.806/7/57.787 758/5.653 2/122.685 5 . Std Cur 410 F/areS M 45' N 73' ela CURIE PT. COORD/NAT, Alo. Coot -es N. E. 1 77943.298 20457.473 2_7767/.754,20608.72/ 3' 77473.375 20746.470 4 77846.579 203/2.630 5 78064 656 20/1/. 909 6 77837.92/ 20301.622 7 - 77437.255 206/6.808 F-4. 2.8 Type3 /8 "rO8'R C_ R -gT S.33?02'42E. 977.05' 67 94+59.43 P.O. T.- 7 LT.C2794+59. 43 P.O.T : -_: L.5.0 C2 LINE E& 98 +12.80 P.O.T. 57 Lt C2 798:+12,80 P.O.T = rof /8'x84' R.G.P. ' Type8 FL.42 a LINE 9 R/w 0 0 0 $ 77/24295,20990.257 76840.254 2/200.474 9 /0 761499.555 2/5/5.66/ // 76430.932 2/504.657 /2 76907.307 2/009.024 /3 76088.302 2/54/.807 m m m U, r N U 1- Shay/der, -57 sett -2e 100 Plant -Mixed Surfacing --Y f 50977 - Su rosy. 1N° 'L. 5 S. 36 30 18.".. .o f. p0 0:a co e0 in co N N N + en, in o0 s 2 tau H IY i 0.9 I CURIE AL / Alo. Radius "oordmotes 77933.483e20442.34f_ /4 . /' '" /5 /' 7743.9.473 20767.656 /6 / ' 78/1/.270 20082.7(50 /7 /' 776'47. /9S. 203/3.4// /8 / ' 76598. /22 2/234630 /9 /' 76130.3/4 2/503.870 3 Ditch; /%a:/,S/deSlooes F.L. 0.6 3O"x /08'R.C.P. Type, 13 El° LINE R -4i Surt 5.38°II'26"E. ryPeC2 `y. Dekur,'Type 4.(See 538.46' 410 91)N Type A2 in/et ,TG. 72' a. oN P1• uardrrtai✓ink:_ &i4..S1?.:.r'e %Hignidny Es Li NEE .Type A2 inlet f-5-72-" tttilree,'=afpie .Bars "-Conform $• 3302'42'E. 97705' e' City Limits Type e/ `�'-- 4i SO' ;ype C2 H 0 a: 0 rn v tO rn n N v F- Cr h h 0 a 0 4 eo rn ul Notes: - Grid System is Loco/ * A// Ties to Island Curb. Noses are to Center of /' Radius Curve. For Shoulder Treatment see Ty1oi edi Cross - Sections. R/w ,,3' Min. DITCH DETAIL No Scale Type A3 In/et T.6 5-' /E slung' P/ant_Mixed Surfacing Conform/ II 4 uYder Plant-4,11xeo' Sur foci'," 4:1 or ri tter 21 Ditch; iktistg. Ditch 1' Ditch, - (See Ditch Defaip CONSTRUCTION DETAILS CS LINE 18 9 rni illOaaaaaaalaaallaianana 0 sc Y. . F -' at cn E r its'AL • eAR I CENTER COORDINATES CURVE PT. COORDINATES n ... ..Miu muw.wwi•anw .A1 Coordinates No Coordinates o , 1 1 1 No. ' I M- 5, _ ► HJ A 729/6.330 /7907.78/ / 76007725 2/837.575 ��OQ i e _ _S -._6___8 8 74/58.39/ 20720.783 2 75890.7952/926.806 e C 758/1.544 22/05.137 3 75348./77 22328.393 �c,� ,,� ��'��„ 0 75846744 22/65648' 4 75238.52/ 22404.030 oo ' E 75873.599 22292.844 5 75650.783 22224.//6 N ' v it 19,1953 F 75656.226 22453.72/ 6 759/2./08 22278.0/6 N -_ 6 75542.429 22390.571 7 738/9.890 22035.452 M H 754/2.476 22394.37/ 8 757/8.927 22083.854 I 74927649 22632./59 9 7550/.554 22244.731 z J 758/5.653 2/122.685 /0 7542563122328.021 K 74834.583 22248.400 11 75672.38/ 2238737/ L 74974.852 22/95.252 /2 756459/1 22279.880 M 74843.84/ 22/22.202 /3 75570.693 22/56.245 Std. Curb Flares /4 .76088.302 2/541.807 �`M Ulf I M 45' /5 75741.792 215/7200 N 75' /6 75//5./20 22/42./05 +" r; $ 2� 17 75/05.862 22268.302 ` - - - / Type A -2riss 7 • e 4/ 1 4 re3 - ..- �� er Gutt 6 P CURVE ALIGNMENT DATA .� Iini I ed �� Coordinates - 0 �� hov/d s \ 's er No. Radius N E ���� -� � 0 .0 w F /8 / 75797./49 22023.483 G/ nog 0 u �? \ w is "Pc, </ ' l9 /' 75657.079 22257.549 V° 5�, o'0 4 a C G _ � 4Q�,10 <c• 20 /' 75438.089 22283.002 \e v2o p\ - // F j o 21 I' 75/65.909 22445.871 ' Q-° �,� .� ��p�� ° �, F i(e F3 's,%,, +_ foQ Intersection Data � • �(V �' �0 +° q �< 3' 2'' 8 /� 22 75550.754 22083.9/6 Q c 3� n' "' T °o_ ,ti \3 " �9 23 75262.79/ 22297036 < �0 �a " F F 5 //; Nso o 3 �0 +� moo / �� ��/ �. �� \ aF�,y��n/ F3LIN E Std. 90' Metal Plate Guard u Railing F/ore et `t' T E 3 0+74.91 B.G. ,/ t //,, 031 r34 /9 • I /2 v �h�\ Iii •r N 2,. E3 18+16._ e pC U W C \ k 1NE RAN A o �h. \ti RT 26p Eio LINE ./ TYPe kr Iv 4T. 24°3S 0 R. 500 rr G2/n/et r. S665• 0 L.T. a 3/RT. Et 51+72.20 P.O.T.= + M 5 E.B.I '� ti v m -, a• iv °r' RT of o N L -• if E3 0' \ o TEio LINE �4°38,00" C' R. 2000' pt. �` /O A. 3°49'01" g6. A. 01°41'08" /2x40 RC,P. 7 !!1, T. 73.55' F.LS.O Type B %� �.. S6' L. 147.09' /Bz44'R.GP. /M w $ t4 .50 I o ° `t ± m o n `_r M w i d 1•= j W TT' l.-1.. F65/ N. TypeG3 Inlet _ wA�° F.1.4.5 T. 66.64' L. 133.24' rEL.5.5 TJfe6 xh� ... -- � FL.s.O * / A 2 F.L.52 ,. v I r e 82 :ti -.._.._ar - - ._... ,I -• a� E. _ 1� P > 0.43= -- m 2x88'R.C.R /2;1)(48' 1- N / R.0 P. ¢ CO /8 8 9 Pl. -Mrx. Surf. 10 1 Ty e B M o F, haul. er -- c N 20 - L. S.7 . N N ^N' es 9 - au/.er Type Bl `0 538.46' Elo LINE - h " - '' - N - - S. 36°30'18" E. N -.. _ F *`47,1-- - w Type 82 TEI. yP t. T e - Type a S. 38°11'26" E. _ . _ o - . n _ -o---Fe-----1-a----c.,--2- _ -- -- - ��1►+n• ►E7��r11� S.32°41'17°E �r � �- • -03- � . 63 1 - - .L 52 � Place 2 XZ'x s josh am --•8 - ,5houl I�/■\ . ' : rrole - OOw'nsfJoat (C/ds3 "i "A. C.G �ij- '• Type C2 - N 10 108+61.04 B.C. Type A2 Inlet T.G. 8.7 Chain Link Fence jf Ego 110+08.13 E.G. /3 27' RT. Es 19+61.50 E.C. a 6 Eio 116+83.19 P.O.T.= 3 B TEioll8+16.43 T e C2 E.C. LJP N e 2/ N. o Plant -Mixed Surfacing / l8�/x68'R.CP. Type 8 22 E1 50+70.00 P.O.T. TE10 116+83.19 B.C. h 23 co 50 � • Type /n/et TG8.7 e. ! 3riailTur Imo■ ro -- _ C2 LINE I Ft.5.4 5u...e now. 5.36"30'18"E. I:_1 12526.54' 9 8101 1 3 'r 4, 6 7 8 §., or ` / C , [� /, Xp �/ I ,t: ;. ;,, cli Type 'A2Inlet C2813+74.86 P.O.T.= N k ...,.._-_.-'» T.6 74._.._ % ___�_� . _. /Existing Plant -Mixed Surfacing - .- //�,?J. ;, / /� i 50+00.00 PO.T. ---Conform 4�� P/ace 2k2'x I /ash Pod/ ai y„ for Bridge Down.1OW` b fi / r e C2 0 1\ ki " e�Cikrer I � ass "� PG C) ao _- •o City Limits Lane, C. Hi//saole Blvd. Overcrossing z --� Bridge No.35-1.58 "' e SAN MA?EQ -:-,7 Cty,C' 01 �� J m 4'4 •�„• . y \ :\\ -fro. co \ e rj� F. L . 4.3 c>( CI Cu c? R, 50 ,ijv£ „ 8' o • a, o' --/8x6'8 R. C P + T 4�3 /r Ditch - Type o I C, /'9.6 2 `w , (See Ditch � / TyPe L� w 36250' Oetai/,SheetNo.40 '� I /` \°i Es 109+84. 6 E.C. a ` �'�%lti r•�eN t, , , to 24' 8 Q /� NfL.2.7 0Op�V R' r ti 3-�M r9R/e 0 h cp o t ,R 1.3 *i p F.[. 2.5 fee, N°' Notes A �0 °< 1%etar/ * VA L Sheet o. 43 Grid System is Local. v� roo e�C. �w 4.; All Ties to /,/and Curb Noses / nn\ \ �j C' , b x are to Center of [Radius Curve ro , /6 �* te 43°y? L� for Shoulder Treatment see �- v u > �`O \� Typical Cross- I c ®v yP d f4 `, \v \fi /< �� ��06 5 -\` CONSTRUCTION DETAILS �Gc. Ls e' # Mafch Line (See SheetNo.42) Scale I e -I'"= 5 0' a� A !1 ..... 1V-851 -'i[A SrATE—. Mh, nap ii. , '.;Y nu VISE AL S'itcr IJ V H.,, YEAR AO CALJE. TOWS r AL hNe E^S / Fl- It ; Type B/ T Eio Type C2 M INE N tci X Shot/fifer 0 S.32°41'1 sun. P'M_ .5 e li [ L. 52 /Brix/00'R.CP Type L3 3' ao r 263.81' $20 sea' Traffic Bars FL55 820 E"xis tg. 5 Type A2 /n/et I I - _ Type A'{ ° DITCH DETAIL D No Scale EL. ►s J. 48x224'R.CP, rype B 1 +17 C2 LINE r c. 7.5 Q_52 /5.7., \ _ N Survey Al.. I 2'R.c.B, Abandon -94i T °e8 8 Az. -2.4 27"x 300' R. C. P T . e B Ea LINE R . 4000' 1 A. 4°II1S7 T. 146.641 L. 293.16 Z"P.M.S.-., 7'EL. *Pitch ////// SECTION A -A No Scale 4'D,tch; /%2 -/ Side Slopes , '---FG.-2.6 M r` R/W / _... j IV "-S.M. ' 6 Or I \.,P.r 1 T.yiVI 'P;:. ♦NrLt9 ,,nSJA. 45 I MB Ajcyr' ,1953 -o Plant -Mixed Surfacing-� Meta/ P/afre Guard Railing Shoulder Shoulder 60' f/are 9 N N IL 3 Ea LINE 3 12 16' R. C. P Type B F .7.1 EL.20 F.L.l.2 Type Z Inlet T.G. 5.0 -Type Grate a. O cker P%f. P/ace Plug (F1.1.9) for 42" R.C.A to be Placed by Others. Pave with 2""Al S A r- 3 5 Existing Plant -Mixed Surfacing S.38° I I' 26"E. 4- 5,09.78' Chain Link Fence i SRe C - ss Seer' -005 0 Type DETAIL OF DITCH PAVING No Sca/e R/w Shoulder Con ferm Onoulder 8 tAA +58 Sue.r¢y Mo- 830 /8X76'RCP Type 8 Type ,42 /n/et TG. 76 E4 127+37.11 P.O.T. RT. C2 827+37.11 P.O.T. DATE_ '.97.-r• SAN MATEO CENTER COORDINATES No. Coordinates A 74843.841 22/22.202 B 72349.413 /9389.470 Std. Curb F/ares M 451' N 75' CURVE PT COORDINATES Coordinates / 750/6.492 22546.504 2 75/05862 22268.302 3 75046.092 22343775 4 74822.528 22533.305 5 7442/.862 22848.492 CURVE ALIGNMENT DATA No Radius Coordinates N. E. 6 l' 75/65.909 22445.87/ 7 /' 7483/.802 22545096 Notes: - For Shoulder Treatment see Typical Cross - Sections. Grid System is Local * A/I ties to Island Curb Noses are to Center of /' Radius Curve. CONSTRUCTION DETAILS IV- 851 Pk a. STATE FE 7:t k At.. PROWL', NO. CLV .e. FISCAL. Sit Ott TOTAL YEAR NO. RMF.ET9 L •. A. 4.4 F.L. 5. Shoulder R/w-2 \ AFL 5.3 /0—, v7i' __.... ` LV, S.M. 68 IC- •,SM.44 A•ri 13,1953 co M co /61 (76/ R.C.P. Type 5 F.L. 5.6 Type 42 /Net T.G. 7.6 Ca LINE Sur4ty Me.. 2 3 4 �`.•--Erisfy ZirZ'R.C.B./4bane/or • U • \\\,.......„. Dry 'Channel F.L. 5.3 P/ant-Mixed SurfacingY Shoulder Shoulder le"x80'R.C.P, Type B 5.36° 30118"E. F.L. 5.6 Existing P/ant-Mixed Surfacing/ Shoulder Con form -/ .A Okfly 8740 12526.54 Type A2 Inlet T.G. 7.6 City Limits Line? SAN MATEO O o R/W k'/w o Chain Wilk Fence -I Co 0 of ao co 'c? /8'x76'R.C.P. Type B 6w..Kyee2 LI A 5 Shoulder -Plant-Mixed Sur facing / Shoulder F.L. 5.6 0 0- k e S.36°30'18"E. IV -851 1 H — /5 74S. 5.5( 'R: C 844bcrna/oh) Ty A2 -- Shoulder pe Inlet T6. 76 Existing P/ant-Mixed Surfacing &I/der City Limits Line; o A N MCTEO 54nN e. 810 Conform 4,, Chain Link Fence—AT 1252b,54' 2' Ditch /2:1SideSlopes 0 S l o ag /8/X84/ RCP Type B 5.1 rN 5 Type A2 inlet T6 7.7 0 F. L. 54 BUILT Oti ' .. !�. �: ,,�• /�. r 7-(-3S Notes: - Grid System is Loca/. All Ties to Island Curb Noses ore to Center of (Radius Curve. For Shoulder Treatment see Typical Cross- Sections. CONSTRUCTION DETAILS Scale: -I rr= 50" °IST IV 57'LT. C2 0 a' tea Co co co in m CO 2 5.36°30'18"E. 12526 54' ,D CO H V OS a to B6 LINE R. 4 000' A. 4° 12' 11" T 146.78' L. 293.43' HA 0 O'V No STATE ELDER AL PROJECT NO. CALIF totip (I to to '0 a' FISCAL SHT.ET' *AL TEAR NO, SHEETS_ 571/SA' DIET. cu:Rry Ooutr SlcT1oN SWIFT TOTALSmutsNo. Smuts IV S.M. 68 I C 51 itS April _13,133_ OI\TI1cT Imo! N[tH pyT IV 5 1 C2 LtNE 760 5 COnform eP 0 Be LINE R. 4000' ~ d. 3°27'36" o u a m T. 120.81' N N L. 241.55' co op t - t " mm 1. J V • U M co co co Be LINE Rine, 6 0 'I NOtes Grid System is Loco/. E/evafions Shown are. Finished Pavement Grades. Con form 5 E Ire es A • 800</� t 4 • ' '6040 % ,. 6 98, PAVEMENT ELEVATIONS Scale: -I"=50' IV- 851 N B 0 b� S. 38°It'26" E. 538.46' g Be 69+13.69 B.C. 90 c oNo s 6o vv,. `9,S ' 6ca Q6...$ 99. •0 B570.1- 18 F?U.C.� TSz 701-54 76 PC,.C. -tietc/7 Line (lee »ieetNo. 60}' /cafes Grid System !s Loca/. Elevations Shown are Finished Pavement Grades, PPn STATE :J�V Na l wtoE?nl. PROJECT NO. r-14Cwt. SHEET teak I NO. fisktETH pfyi 1: •' I l`n�:'Yiv RO���r. i6CT10X , IirerT 1 1'tir1L 1 r1'.: ,,e !Jo iv S.M. 6 t1 C. , 5 , 1 t,a :1;100;:1,4/ <le,s 164, PAVEMENT ELEVATIONS & GRADE NG CONTOURS scale:- I"=50` IV -851 ) PRA DIV No. STATE FEDERAL PROJECT NO. FISCAL, YEAR SHEET NO. TOTAL SHEETS . ,- '. _ - I 1......,.. LO 1 t•�,Ai4 ' _I J j (/ 11 DIET. OUNTY ROUTF. {ICTiON 6NEET TUT L 111. ` N 900. o IV S.M. 68 C.S.M. GI I t S a. 6T CO \\ 0� \� N ^� 388ECC. N . /0•• oi co oro �J + ' o A 13,_1353 LINE o0 �„ \�-,�` �� `3 -� 9 _` gi 84 +82 + co CO 29 g 31 33 35 9 9 9 93 42 5 4 1 4 9.4 9.8 g5 5 1 .- — 9 9.5 60 R. R. 4000 D. 3°27'36" T 120.81' m 63 rn rn a m -- _ - 9' 1 " 5973 . 7i 9' 69 9 68 6 9 4 66 9 69 12 1 8 ' 4 8 9' 9 9� B 1 0 > 9• 9, Be LINE 96 9/' rer 5 9.6 S.3 °3 01 8”E 1731 69 9 -- - —..__ 2 3 0• 0 10, to o' 9 lp• q p, A ' `� ' 'i�rq "� d 9 T T ..-L` >• ' 0 --_- -_- .. _. I - - _ ►D, (q• 10• 10• 10 1' 1' 41 _ _1 ; o i 90 1 '' / �5 C2 LINE S. 36°3018"E. 12526.54' 2 4 - 9 ...... I 790 1 4 I 2 3 4 g 6Q 9.56 9.52 948 g 4a 9.40 9.36 9% 9•Z8 9 24 9 20 916 9.12 q,o8 g•0' 00 Conform1 6. SO �-� Be $ %: 812 5.38 11 26 E. 3 •9.1• .•1Q 9 �0 9• s' 6 8 8• 9 8 8g' 8:' 816 6 7 B -- g 928 9 970 :• _ _ 0 •; _ fCi t[� Limits 660 __-- ___ 06 � t h k ' SAN MATED 6 6 6 R/W c ` 1`u 434 LINE 1NE lu R. 4000' B4 5p0' n a Q. 4°12'11" A• 27° 2�'`al \o T 146.78, u o a, , 0 , u o0 • 141 a u 0.14 n 1 1- Qa 0 4-- a) t r*: �, 123617 L. 29343 2 L + \-0-34 m kti y �r + - o mm CC a N a0 t R a + r a, a0� ir rOU �R/W \ w n� R. N N + (91 o, p N 111) WW p0 cv ya N r (_; L, l� . i b 3...�..,..,r2 •�;T....,n,.An•rx•eEec en ,ate ... .;7e-, f. p o o o 65 B7944-59.43P•O_T.= Es 98 + 12.80 P.O.T. 4' 57`LT.C2794+59. 43 P.O.T. 57 LT. C2 798 +12.80 P.O.T = F B7 tTNT--------------- 30-9.7 — _ 100 E10 LINE �' 6 7 S 33°02'42" E g .a__________ 977.05 110 + Ca LINE r{ S. 38°30'18"E. 1252 8.54' 4 _ _. __ _... _ _ .. _- - ' 6 7 8 800 5 6 7 <^ • Con Form {Con Form __ ._.... . _:-�._.. .__...�_..___...__ —: - S. 33 02 42 E. 977.05' _= -- - L -_ -_ -- _ -City Limits ,____- _ - _- _____ _,`_•1-- SAN MATE 0 -- --- .a---- 0o 0 rnrn N v a R/W O. 4 - I Y Notes.. m Grid Sc�s/em is Local. Al o tv w Elevations Shown are �I Finished Pavement Grades. PAVEMENT ELEVATIONS o� Scale: -I"=50" „ WI _ ES UNE n • 500 • 41°32,24., r l8 9 63' ` 352.5p, } STATE. FEDERAL PROJECT NO FIYEARSCAL SHEET . TOTAL SHEETS / ) �% °iPRN` (/ '^ ! U /(sari cn rF 62 /;.. R IV I s.m. 68 cS.M_.G2, 1181 �a� K/ 4f..i f/� /L-t-Rr .._ W ` 00 N e.... .• 3 Iv53 V %• �� . R "b9 15' �. • '����`..\`' N Del ,n R. ea N .t\ 1473 ,E -'N-...� . .. in . ct -Os via • " or e• ^'t w >R� 10 1p' 0 (� U U ;ot p a .. @ � of n.. h P V" V - Ni• + 4. W. ti ni" Toe of S/o a �\ \ 17 J w \ 3 :. q/ ,`[0 1 p F \ ..• ' to 'I/ c�at?\ e \\ \ro.., N .t1 , 2�' A a oP It y� / g 1 q��i�o v� / ` , ' 4,, /6,,. b' &I? r mo h co `� 3,+ ° b ,� ,o ,yh I° o v n1 rr �s�y •o ��. 9 ^J^I/ W i ' ". `� \N� 0.93/usj. .` ovo n , `^. TE 0474,91 B, `L' I _ U r51. �. . ' r as 4j 4t, t'$0, a 4 ,3Jc R. 'S000' Zt' \ . 8 .7 T, 56•8S.,OQ • { 3'RT. Et 51+72.x• ao POts N .... I , O N RA _' m N N. o+ 'n 260? OO" "O 9� TEPo LINE o3cj r�y. R 2400' pr. 2 6.6`� p 12-' - 4. 3°49'01" • 5 6. 01°41'08" 'Ci ""•... P-2----40_ tit` T7, y� . ,0 T 66.64' T. 73.55' -' ;.7t 9 L, 147^99' /417k4 0 40 ,}� "^.^"^ 9g tx V t J -• c I e \`' .; L. 133.24' 5� ,ri" s.._-. _.�__r r0 �p __________ -r W —^ _. ____ ...,.._ . ._ - W. IQ. tp3 4t'r` +A " ^ - 1� ',' , 1 ri 99 lII. ——_�:�-- , _�-_ 538.46' Ero LINE 11 I� % 10. ° : 10 1• IO'-. 6°418n . L.G. r• 1" ���a,^ I• s" ' ro. ry ID� ?P9 103 � TEto LINE — �— o -__--- 38°11'26" E. _.1Q3 ' .. 3 4' S. I 7 —� y 110 Y fit. +, 11� u a1'. v'1 :4� r ' {` " 6 OQ y, r! � �� SP r� 7 " 17 63.81' r i \ Ero 108+61.04 B.C. � Ero 1104#01.0_ E.O. 27'RT. E3 19+61.50 E.C.- Eio 116+83.19 P.O.T.• TEic 118+16.43 E -C. Et50+70.00 POT. TE to 116+83.19 B.C. p Cz LINE .. x.36"`3098"E. 1 1 - 1 6 7 x $ 9 810 F I. ► I } 3 1. 4 I 1 6 7 8 6 Blvd Overcrossi/? -- G2 813+74.86 P.Q.T. jf E Hi%✓solo/e 9 Bridge No^ 3S -/38 i, Er 50+00.00 POT. ,- Conform tr m 1D S.. // z �,._T_ City if`s Line ._. C /NF ro 10874-0 ece s • --, �r�o� vi, N+ CI �'�� 0 N 'rr d 500�'ti£ ++ u tO T �/3 Q 0 �� �. 3628 4q . \ Ea 109+$4.56 E.C. • \ Not s : E/e. vatlons "nished Gr PAVE & GRADING Sysf Pavement �'/ shown are Grades 5 em is Z. ATLONSi- CONTOURS 11 `�j \v ts4 ��, „Own- ^��� �� N..., 1D. +off �a p��• \ o 0. \'''Fq //7�y t, +°6 5 ecc \ a,'ch Line See Sheet Na 1. / Sc a I e: -I"= 50' A 'i. 9e Line - - IV -851 c +� I : std.,._ _._,. _. qt 724 E IV -851 ^""�^^+^•'d.+rte{............ h. i;', £ s 5 48'' Co 'h\" E 17 1-11, 9c?5 ci raw —IL t�I i g N' PO'" • ,5 •:,0 min sir(' P G ,.5 PAVEMENT ELEVATIONS & GRADING CONTOURS Sea 1;:-1"-=.50" A [A4 ?L; A, G3 i I8 p..._.... 0. 0•1.4._ ._...,464 X 29f4760Paz Ginnever Sx? 01-7,ANGE 010,:1? SN T 4L,' -'7,--/c/ Sys /err? s .S%70wJ7 are `/,i/shed f'ove,ner)# (51-c /6,4\� 5, 0/ 11 (.-.7f. et) a4.3 r, el/ eel 4 5L7 w 5'? PAVEMENT ELEVATIONS Scale. -1"=.50' a r € ob i„ ff Z , Y3`e� 79 Se, S"� 79 3y, 3., • RECEIVED APR 5 1954 ENGINEERING DEPT. r�r U to r