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Highway 92 At Polhemus Road
i DIST COUNTY ROUTE POST MILE TOTAL PROJECT SHEET NO. TOTAL SHEETS N P'. eg ,saa 4*4t %age, 41/4 .4tit 4sit x N CI W 0 z W 0 Ui W J 0 0- a a a Ui W W z z w W 0 W 0 tki INDEX OF SHEETS Sheet No. I Title and Location Map 2 Layout and Typical Cross Sections 3 Standard Plans List 4 Construction Staking Survey Control Data 5+ Drainage Profile, Details and Quantities 6 Sign Plans, Construction Area Signs, Notes, Legends, Roadside Sign List and Quantities 7 Pavement Delineation Plan 8 Summary of Quantities 9 -II Electrical Plans . " 12-17 Revised Standard Plans. • " 18-19 New Standard Plans u u at n n R The Gontractor shall possess the Class (or Classes) of license as specified in the "Notice to Contractors" on page 1 of the Special Provisions. 1 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN SAN MATEO COUNTY IN SAN MATEO AT RALSTON-POLHEMUS ROAD OVERCROSSING To be supplemented by Standard Plans dated July, 1984 LOCATION OF CONSTRUCTION PM 7.9 C fy � fi„o, G BELMONT /- z 0 5 J w m RP 100+ 00.00 POC A40 27+00.00 POC Begin Work Sta RP 95+ 00 R Refuge O ADELAIDE cn 0 rn State Fish o�d-Refu e AVE �Yy End Work RALSTON- POLHEMUS RD O.C. BR NO 35 - 207 Begin Work SAN MATEO T� S �o F r '/icy_ SCALE IN FEET 0 500 1000 1500 2000 n 0 0 m 0 13 KINGS QUEENS LN 0. RUNSWI CK //e — — 0 m D 2 N DR 04 SM 92 R7.9 19 D EL N+RTE i GIS KIYOU I MODOC HUMBOLDT 1 ` 7 SHASTA LASSEN TRINITY i ! TE HAMA i i PWMAS GLENN 1 BUTTE I SIERRA MENDOCINO ,� ...1 �� _ I ` -. _'p `'NEVADA_,_ LAKE •', i 'PLACER A ' ELDO• RADO `.r, \YOLDN...L ,r,I / SONOMA 'NAPA`.--i C �?=1o\,.r• P �I Aiii_IN:: ` Q P `� 1 ��'v �•Pk' , j�Q,P� �SOLAND P�' /. MARIN c"/" COSTA .7 %PN + r UOLU CONTRA] OPpSN'I �,. - 7>,... . • • • `LAMEOAV •-•SP„ ,,s. ,PP ', •r.`� - - - S SANTA/ .� MERGED\`y '/ ``C`ARA\. �, >. SAN T, FRESNO IBENITO"\ _,L \ MONTEREY 1 • SAN FRANCISCO SAN MATE LOCATION MAP e KINGS SAN '` LUIS ' OBISPO KERN ct ail INTO SANTA 1._�—,.—_ _._ i BARBARA I \ I I ELOS ANGELES VENTURA\ i c. qAN BERNARDINO RIVERSIDE ORANGE SAN DIEGO t IMPERIAL iI Deputy 'strict Director of Transportation Registered Civil Engineer June 29, 1987 Plans Approval Date Ethlyn Ann Hansen No 10405 Exp 12/31/88 r\ CIVIL NO CONSTRUCTION CHANGES • CONTRACT No. DATE ACCEPTED 6- I 9-58 04-II7644. AS RESIDENT ENGINEER BUILT v ecoti Contract No. 04-117644 FORM DC-0E-93-PF (REV. 1/86) 9639446 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 CU 04336 EA 117641, I I I DiST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO TOTAL SHEETS x x REVISED BY DATE REVISED w I- Q 0 LUm w H p Qw J Z 0 C7 J (/) <L.1.1 00 CHECKED BY PROJECT ENGINEER Z 0 I- I — c 0 a COD CC I— LL O IH Z W 5 CC a W 0 a • A2-6 Curb Existing Pavement T -7- • 5' PCC SW -1T -0.33' PCC 6'/ or Remove Existing /s /an d Flatlet Oblllerate — 0.30'AS(4) Existing Pavement Rt RP 104+30 to Rt RP 105+48.12 Modify PCC Island Construct PCC /s/and B-2 Curb R=5.51 • Existing Pavement ABBREVIATIONS AC(A) Asphalt Concrete (Type A) PLAN Var Be Curb L0.95 AC(A) 8' Remove Existing Curb Earth Cover 64 or Obliterate Existing Pavement -1 Roller Lt RD, 27+55 to Lt RD4 28+28.69 DETAIL C B-2 Curb 0.33' PCC 1 SECTION A -A ISLAND DETAIL A 2' to 5/' Remove Existing Island 8 Curb Az -6 Curb EXISTING ISLAND DETAIL B NOTES /. Dimensions of the Structural Sections are subject to tolerances specified in the Standard Specifications. 0.95' AC(A) Earth Cover Obliterate Existing Pavement 0 1 1 EP lU R=5.5 • 4' RCP RL4 33* 92.55 POT= RP /03# 66.24 POC RP /031-86.23 ROC= RD4 26# 94.36 POT See Nol RO4 R 1700' © 19"54`39" Case C Bt Curb R/_ _ /8"x /40' RCP 5'PCC SW (See De/at/ .•FF /8'x/50' RCP . Canto+'•/ (See No/e 6Y S/i Cap Existing In Obliterate RP R 2300' A 38°2/'48" r 800./2 L /540.00'.a I 04 SM 92 R7.9 2 19 REGISTERED CIVIL ENGIKEE6 June 29, 1987 PLANS APPROVAL DATE W h CURVE DATA oFESSIo LEGEND Wheelchair Ramp ,ra Ti ter,, Structural Section Typ Draiange Structure NOTES For Wheelchair Romps, use Standard , Plan N8 -B, Case C8D. 2. Remove PCC Island and construct new PCC Island nose as shown on plans. Backfil/ with AC (A) to conform to adjacent pavement. See DetailA 4 Pavement Elevations are to lip of curb. 5. X-406 Survey Control Data 12.42 Rt RP 103+37.34 (See Sheet CSS-l) YO U T ,. ,. TYPICAL CROSS SECTIONS L -I SCALE: 1"= 50' 0j?'M DC-OE-92-PF (REV. 1/86) FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 CU 04336 EA 117641 Q' " Q' " " �% �% �% " Q' Q' " �% 0 �% �% �% Q' Q' �% Q' " �% Q' �% Q' " " " Q' Q' " " " I N " �% Q' " Q' Q' " 0 " �% Q' " �% " " Q' �% " " " " Q' Q' " " I N Q' �% 0 " " �% 0 " G E N E R A L R O A D W O R K A - 1 0 S y m b o l s a n d A b b r e v i a t i o n s A - 2 0 A P a v e m e n t M a r k e r s a n d T r a f f i c L i n e s , T y p i c a l D e t a i l s A - 2 0 B P a v e m e n t M a r k e r s a n d T r a f f i c L i n e s , T y p i c a l D e t a i l s A 3 5 A P . C . C . P a v i n g D e t a i l s A 3 5 B A p p r o a c h S l a b A 6 2 A E x c a v a t i o n a n d B a c k f i l l M i s c e l l a n e o u s L i m i t s o f P a y m e n t A 6 2 - B E x c a v a t i o n a n d B a c k f i l l B r i d g e S u r c h a r g e a n d W a l l - L i m i t s o f P a y m e n t A 6 2 - C E x c a v a t i o n a n d B a c k f i l l B r i d g e L i m i t s o f P a y m e n t A 6 2 - D E x c a v a t i o n a n d B a c k f i l l D e t a i l s C o n c r e t e a n d A s b e s t o s - C e m e n t P i p e C u l v e r t s A 6 2 E E x c a v a t i o n o n c r a n d a n d A r c h c k f i l l D e t a i l s e R e i n f o r c e d C o n c r e t e B o x A r c h C u l v e r t s A 6 2 - F E x c a v a t i o n a n d B a c k f i l l D e t a i l s M e t a l C u l v e r t s A 7 3 T y p e I I I B a r r i c a d e , D i k e s a n d R o a d I n t e r s e c t i o n s A 7 4 - A M a r k e r s a n d D e l i n e a t o r s A 7 4 - B S u r v e y M o n u m e n t s A 7 5 - A C o n c r e t e B a r r i e r T y p e 5 0 A 7 5 - B C o n c r e t e B a r r i e r T y p e 5 0 A 7 7 - A M e t a l B e a m B a r r i e r A 7 7 - B M e t a l B e a m B a r r i e r A 7 7 C - 1 M e t a l B e a m G u a r d R a i l i n g - S t a n d a r d H a r d w a r e A 7 7 C - 2 M e t a l B e a m G u a r d R a i l i n g y A 7 7 - D B a r r i e r a n d G u a r d R a i l A n c h o r s A 7 7 - E C a t l l e A n c h o r A s s e m b l y ( B r e a k a w a y ) A 7 7 - F T h r i e B e a m B a r r i e r A 7 7 G T h r i e B e a m B a r r i e r A 7 9 - A G u a r d R a i l F l a r e s A 7 9 - B M i s c e l l a n e o u s G u a r d R a i l D e t a i l s A 7 9 - C G u a r d R a i l C o n n e c t i o n s t o B r i d g e R a i l s , R e t a i n i n g W a l l s a n d A b u t m e n t s A 7 9 - D G u a r d R a i l C o n n e c t i o n s t o B r i d g e S i d e w a l k s a n d C u r b s A 8 0 E m e r g e n c y P a s s a g e w a y s A 8 1 B a r r i e r T r a n s i t i o n s A 8 3 P o r t a b l e S c a l e C 7 - A R e i n f o r c e d C o n c r e t e C r i b W a l l T y p e s A , B , C a n d D - C o n s t r u c t i o n D e t a i l s C 7 - B R e i n f o r c e d C o n c r e t e C r i b W a l l T y p e s A , B , C a n d D - D e s i g n D a t a g C 7 - C R e i n f o r c e d C o n c r e t e C r i b W a l l T y p e s I , I I , I I I , I V , V , V I , V I I , V I I I a n d I X C 7 - D R e i n f o r c e d C o n c r e t e C r i b W a l l T y p e s X , X I & X I I C 7 - E R e i n f o r c e d C o n r e t e C r i b W a l l H e a d e r & S t r e t c h e r D e t a i l s C 7 - F R e i n f o r c e d C o n c r e t e C r i b W a l l D e s i g n D a t a T y p e s I t h r u X I I C 8 - A S t e e l C r i b W a l l C o n s t r u c t i o n D e t a i l s C 8 - B S t e i l C r i b W a l l - D e s i g n D a t a C 8 - C S t e e l C r i b W a l l - D e s i g n D a t a g C 9 - A T i m b e r C r i b W a l l T y p e s A , B , C a n d D - C o n s t r u c t i o n D e t a i l s C 9 - B T i m b e r C r i b W a l l T y p e s A , 8 , C a n d D - D e s i g n D a t a D 7 2 D r a i n a g e I n l e t s O S , O L , G O L D 7 3 D r a i n a g e I n l e t s - G 1 , G 2 , G 3 , G 4 , G 5 , G 6 D 7 4 D r a i n a g e I n l e t s - G T 1 , G T 2 , G T 3 , G T 4 , G O , G D O D 7 5 P i p e I n l e t s D 7 7 - A G r a t e D e t a i l s D 7 7 - B B i c y c l e P r o o f G r a t e D e t a i l s D 7 8 G u t t e r D e p r e s s i o n s D 8 0 S i n g l e B o x C u l v e r t D 8 1 D o u b l e B o x C u l v e r t D 8 3 B o x C u l v e r t M i s c e l l a n e o u s D 8 4 B o x C u l v e r t W i n w a l l , T y g T y p e s " A " " 8 " & " C " D 8 5 B o x C u l v e r t W i n g w a l l , T y p e s " D " & " E " D 8 6 - A B o x C u l v e r t W a r p e d W i n g w a l l s D 8 6 - B P i p e C u l v e r t H e a d w a l l s E n d w a l l s & W a r p e d W i n g w a l l s D 8 6 - C A r c h C u l v e r t H e a d w a l l s , E n d w a l l s & W a r p e d W i n g w a l l s D 8 7 - A O v e r s i d e D r a i n s D 8 7 - B O v e r s i d e D r a i n s a n d U n d e r d r a i n s D 8 8 C o n s t r u c t i o n L o a d s o n C u l v e r t s D 8 9 P i p e H e a d w a l l s a n d S t r u t D e t a i l s D 9 0 P i p e C u l v e r t H e a d w a l l s , E n d w a l l s & W i n g w a l l s T y p e s " A " " B " & " C " D 9 3 D r a i n a g e I n l e t R i s e r C o n n e c t i o n s D 9 4 F l a r e d E n d S e c t i o n s D 9 5 C o n c r e t e A r c h C u l v e r t s D 9 6 P i p e R i s e r w i t h D e b r i s R o c k C a g e D 9 7 A C M P C o u p l i n g B a n d D e t a i l s N o . 1 , F l a n g e d E n d C S P C h a n n e l C o u p l i n g B a n d D e t a i l s - D o w n d r a i n s , S t a n d a r d a n d P o s i t i v e J o i n t s D 9 7 B 1 C M P C o u p l i n g B a n d D e t a i l s N o . 2 , A n n u l a r , R e f o r m e d E n d , a n d H e l i c a l C o u p l i n g B a n d s - D o w n d r a i n s , S t a n d a r d a n d P o s i t i v e J o i n t s D 9 7 B 2 C M P C o u p l i n g B a n d D e t a i l s N o . 3 , F l a n g e d E n d C S P C h a n n e l C o u p l i n g B a n d D e t a i l s - D o w n d r a i n s , S t a n d a r d a n d P o s i t i v e J o i n t s i I N �% �% 0 " " Q' " " 0 " I S I I �% �% " 0 " I n �% " " " 0 0 0 �% �% 0 �% I I I I N I n 0 " 0 " 0 " " 0 0 0 �% 0 " 0 " " �% �% �% " M I 0 0 �% " " �% I I " 0 " D 9 7 C - 1 C M P C o u p l i n g B a n d D e t a i l s N o . 4 , U n i v e r s a l C o u p l i n g B a n d s S t a n d a r d a n d P o s i t i v e J o i n t s D 9 7 C - 2 C M P C o u p l i n g B a n d D e t a i l s N o . 5 , U n i v e r s a l C o u p l i n g B a n d s S t a n d a r d a n d P o s i t i v e J o i n t s D 9 7 D C M P C o u p l i n g D e t a i l s N o . 6 - S t a n d a r d J o i n t D 9 7 E - 1 C M P C o u p l i n g D e t a i l s N o . 7 - P o s i t i v e J o i n t D 9 7 E - 2 C M P C o u p l i n g D e t a i l s N o . 8 - P o s i t i v e J o i n t s a n d D o w n d r a i n s D 9 7 - F R e i n f o r c e d C o n c r e t e P i p e o r N o n - R e i n f o r c e d C o n c r e t e - P i p e S t a n d a r d a n d P o s i t i v e J o i n t s p D 9 8 - A S t a n d a r d I n l e t S t r u c t u r e S h o u l d e r I n s t a l l a t i o n D e t a i l s a n d D e t a i l s o f S l o t t e d D r a i n C o n n e c t i o n s D 9 8 - B 1 2 " T h r u 2 4 " S l o t t e d C . S . P . D r a i n D e t a i l s 9 9 O L & O S I n l e t s & D 9 8 C A l t e r n a t i v e H i n g e d C o v e r f o r T y p e T r a s h R a c k f o r T y p e O C P I n l e t D 9 8 D - 1 E d g e D r a i n D e t a i l s D 9 8 D 2 E d g e D r a i n D e t a i l s F - 1 0 C h a i n L i n k F e n c e F - 2 0 B a r b e d W i r e a n d W i r e M e s h F e n c e N 8 - A C u r b s a n d D r i v e w a y s N 8 - B W h e e l c h a i r R a m p D e t a i l s N o . 1 N 8 - C W h e e l c h a i r R a m p D e t a i l s N o . 2 T - 1 0 T r a f f i c C o n t r o l S y s t e m f o r L a n e C l o s u r e o n F r e e w a y s a n d E x p r e s s w a y s , M i s c e l l a n e o u s D e t a i l s T - 1 1 T r a f f i c C o n t r o l S y s t e m f o r L a n e C l o s u r e o n M u l t i l a n e C o n v e n t i o n a l H i g h w a y s , M i s c e l l a n e o u s D e t a i l s T - 1 2 T r a f f i c C o n t r o l S y s t e m f o r L a n e C l o s u r e o n M u l t i l a n e C o n v e n t i o n a l H i g h w a y s , M i s c e l l a n e o u s D e t a i l s T 1 3 T r a f f i c C o n t r o l S y s t e m f o r L a n e C l o s u r e o n T w o L a n e C o n v e n t i o n a l H i g h w a y s T - 1 4 D e t a i l s f o r R a m p C l o s u r e s , M i s c e l l a n e o u s D e t a i l s B R I D G E B 0 - 1 B r i d g e D e t a i l s B O - 3 B r i d g e D e t a i l s 9 B 0 - 5 B r i d g e D e t a i l s B 0 - 1 3 B r i d g e D e t a i l s B 1 - 1 1 C l o s u r e W a l l D e t a i l s - B o x G i r d e r 8 2 3 1 6 " C a s t - i n - D r i l l e d - H o l e C o n c r e t e P i l e B 2 - 5 P i l e D e t a i l s C l a s s 4 5 a n d C l a s s 7 0 8 2 - 8 P i l e D e t a i l s - C l a s s 4 5 C a n d C l a s s 7 0 C 8 2 - g L o a d T e s t A n c h o r P i l e D e t a i l s 8 3 - 1 R e t a i n i n g W a l l - T y p e I H = 4 ' - 3 0 ' y p e I H - 3 2 ' - 3 6 ' B 3 - 2 R e t a i n i n g W a l l - T y p e B 3 - 3 R e t a i n i n g W a l l - T y p e I A B 3 - 4 R e t a i n i n g W a l l - T y p e 2 B 3 - 5 C o u n t e r f o r t R e t a i n i n g W a l l - T y p e 3 B 3 - 6 C o u n t e r f o r t R e t a i n i n g W a l l - T y p e 4 B 3 - 7 R e t a i n i n g W a l l - T y p e 5 B 3 - 8 R e t a i n i n g W a l l D e t a i l s N o . 1 B 3 - 9 R e t a i n i n g W a l l D e t a i l s N o . 2 B 3 - 1 1 R e t a i n i n g W a l l T y p e 6 - 6 ' M a x B 6 - 1 T - B e a m D e t a i l s B 6 - 1 0 U t i l i t y O p e n i n g s - T - B e a m B 6 - 2 1 J o i n t S e a l s " B 7 - 1 B o x G i r d e r D e t a i l s B 7 - 5 D e c k D r a i n s B 7 - 6 D e c k D r a i n s - T y p e s D - 1 a n d D - 2 B 7 - 1 0 U t i l i t y O p e n i n g - B o x G i r d e r B 7 - 1 1 U t i l i t i e s D e t a i l s B 8 - 5 C a s t - i n - P l a c e P r e s t r e s s e d G i r d e r D e t a i l s B 1 1 - 7 C h a i n L i n k R a i l i n g B 1 1 - 3 0 T e m p o r a r y R a i l i n g ( T y p e K ) B 1 1 - 4 7 C a b l e R a i l i n g 3 1 1 - 5 1 T u b u l a r H a n d R a i l i n g B 1 1 - 5 2 C h a i n L i n k R a i l i n g T y p e 7 B 1 1 - 5 2 B 1 1 - 5 3 C o n c r e t e B a r r i e r T y p e 2 5 B 1 1 - 5 4 C o n c r e t e B a r r i e r T y p e 2 6 B 1 3 - 1 S l o p e P r o t e c t i o n D e t a i l N o 1 8 1 3 2 S l o p e P r o t e c t i o n D e t a i l N o . 2 B 1 4 1 S t r u c t u r a l S t e e l P l a t e V e h i c u l a r U n d e r c r o s s i n g B 1 4 - 2 S t r u c t u r a l S t e e l P l a t e A r c h e s B 1 4 - 3 S u p p l y L i n e & C o m m u n i c a t i o n & S p r i n k l e r C o n t r o l C o n d u i t S I G N S , S I G N A L S & L I G H T I N G O V E R H E A D S I G N S - T R U S S S 1 - 1 2 O v e r h e a d S i g n s , T r u s s , I n s t r u c t i o n s a n d E x a m p l e s S 2 - 1 1 O v e r h e a d S i g n s , T r u s s , S i n g l e P o s t T y p e , P o s t T y p e I I t h r u V I I I S 3 - 1 1 O v e r h e a d S i g n s , T r u s s , T w o P o s t T y p e , P o s t T y p e 1 - S t h r u V I I - S " Q' " 0 0 " �% " " 0 " " �% 0 I N 0 �% �% " �% 0 " " " Q' 0 Q 0 " " 0 Q' I I I I I C , ] L L i . ] C ' ] " " S 4 - 6 O v e r h e a d S i g n s , T r u s s , S i n g l e P o s t T y p e , S t r u c t u r a l F r a m e M e m b e r s S 5 - 6 O v e r h e a d S i g n s , T r u s s , T w o P o s t T y p e , S t r u c t u r a l F r a m e M e m b e r s S 6 - 8 O v e r h e a d S i g n s , T r u s s , S t r u c t u r a l F r a m e D e t a i l s S 7 - 8 O v e r h e a d S i g n s , T r u s s , F r a m e J u n c t u r e D e t a i l s S 8 B O v e r h e a d S i g n s S t e e l F r a m e R e m o v a b l e S i g n P a n e l F r a m e s g S 8 - B A O v e r h e a d F o r m e d P a n e l D e t a i l s f o r M o u n t i n g o n R e m o v a b l e S i g n P a n e l F r a m e s g S 8 C O v e r h e a d S i g n s , T r u s s , S i g n P a n e l M o u n t i n g D e t a i l s L a m i n a t e d P a n e l , T y p e A S 8 D O v e r h e a d S i g n s , T r u s s , R e m o v a l S i g n P a n e l F r a m e s 9 1 1 0 " a n d 1 2 0 " S i g n P a n e l s S 9 - 1 2 O v e r h e a d S i g n s , W a l k w a y D e t a i l s N o . 1 S 1 0 - 9 O v e r h e a d S i g n s , W a l k w a y D e t a i l s N o . 2 i n g , 5 1 1 - 1 0 O v e r h e a d S i g n s , W a l k w a y S a f e t y R a i l i n g D e t a i l s S 1 3 - 1 0 O v e r h e a d S i g n s , T r u s s P i l e F o u n d a t i o n O V E R H E A D S I G N S - L I G H T W E I G H T S 1 4 A - 5 O v e r h e a d S i g n s , L i g h t w e i g h t , B a l a n c e d - S i n g l e S t e e l P o s t C o n n e c t i o n a n d M o u n t i n g D e t a i l s S 1 4 B - 4 O v e r h e a d S i g n s , L i g h t w e i g h t , B a l a n c e d - S i n g l e S t e e l P o s t D e t a i l s S 1 5 - 8 O v e r h e a d S i g n s , L i g h t w e i g h t , T y p e A , C o n n e c t i o n D e t a i l s S 1 6 - 7 O v e r h e a d S i g n s , L i g h t w e i g h t , T y p e B , C o n n e c t i o n D e t a i l s S 1 7 - 8 O v e r h e a d S i g n s , L i g h t w e i g h t , g T y p e C , C o n n e c t i o n D e t a i l s S 1 8 A - 8 O v e r h e a d S i g n s , L i g h t w e i g h t , S i g n P a n e l M o u n t i n g D e t a i l s , L a m i n a t e d P a n e l , T y p e A S 1 8 8 - 7 O v e r h e a d S i g n s , L i g h t w e i g h t , L i g h t F i x t u r e M o u n t i n g D e t a i l s S 2 0 A - 7 O v e r h e a d S i g n s , L i g h t w e i g h t , P o s t D e t a i l s S 2 0 B - 9 O v e r h e a d S i n s , L i g h t w e i g h t , F o u n d a t i o n g " S 2 1 - 4 O v e r h e a d S i g n s , B o x B e a m , I n s t r u c t i o n s a n d E x a m p l e s D e t a i l s S 2 2 - 2 O v e r h e a d S i g n s , B o x B e a m , T w o P o s t T y p e F r a m e y p M e m b e r s S 2 3 - 4 O v e r h e a d S i g n s , B o x B e a m , T w o P o s t T y p e F r a m e y g D e t a i l s S 2 4 - 4 O v e r h e a d S i g n s , B p x B e a m , T w o P o s t T y p e C a n t i l e v e r F r a m e D e t a i l s S 2 5 - 4 O v e r h e a d S i g n s , B o x B e a m , T w o P o s t T y p e F r a m e J u n c t u r e D e t a i l s S 2 6 - 5 O v e r h e a d S i g n s , B o x B e a m , T w o P o s t T y p e P o s t D e t a i l s S 2 7 - 5 O v e r h e a d S i g n s , B o x B e a m , S i n g l e P o s t T y p e F r a m e M e m b e r s S 2 8 - 5 O v e r h e a d S i g n s , B o x B e a m , S i n g l e P o s t C a n t i l e v e r F r a m e D e t a i l s S 2 9 - 4 O v e r h e a d S i g n s . ' B o x B e a m , S i n g l e P o s t C a n t i l e v e r F r a m e J u n c t u r e D e t a i l s S 3 0 - 6 O v e r h e a d S i g n s , B o x B e a m , S i n g l e P o s t C a n t i l e v e r P o s t D e t a i l s S 3 1 - 3 O v e r h e a d S i g n s , B o x B e a m , S i n g l e P o s t B u t t e r f l y F r a m e D e t a i l s S 3 2 - 4 O v e r h e a d S i g n s , B o x B e a m , S i n g l e P o s t B u t t e r f l y F r a m e J u n c t u r e D e t a i l s S 3 3 4 O v e r h e a d S i g n s , B o x B e a m , S i n g l e P o s t B u t t e r f l y S 3 3 - 4 P o s t D e t a i l s S 3 4 A 5 O v e r h e a d S i g n s , B o x B e a m , S i g n P a n e l M o u n t i n g D e t a i l s . S i n g l e S h e e t S i g n P a n e l O V E R H E A D S I G N S - B O X B E A M C L O S E D T R U S S A L T E R N A T I V E S 3 9 - 6 O v e r h e a d S i g n s . B o x B e a m & C l o s e d T r u s s A l t e r n a t i v e F o u n d a t i o n S 4 O A - 1 O v e r h e a d S i g n s . B o x B e a m . C l o s e d T r u s s A l t e r n a t i v e . I w o P o s t T y p e F r a m e M e m b e r s 5 4 0 8 - 1 O v e r h e a d S i g n s . B o x b e a m , C l o s e d T r u s s A l t e r n a t i v e S i n g l e a n d T w o P o s t T y p e G e n e r a l F r a m e D e t a i l s S 4 ' ) C 1 O v e r h e a d S i g n s , B o x b e a m , C l o s e d T r u s s A i r e r r a t i . e , R i b b e d S h e e t t . t e t a l L e t a . 5 ; 4 L D - ' O d e r r e a r : S . g g n s , B o x B e a m C l o s e d T r u s s A t e r n a r i v e 1 w e p o s ' r y l e r a m e D e ' a i l i . 5 4 0 E - 1 C w e r n e a d S i m s . B o A B e a m C l o s e d 7 r u r , s A t e r " n a t i v e " 1 w e P o s " T . p " r F r a r n e J L . n c " u r e D e r a i l s S 4 L F - 1 C . e r r P a c S i g n s B e t B e a m , C I L . s e r : T r u s s A t e r n a r i v r " , 1 w o P o " , t 1 J r ) " F E s t D ' t t a i s S 4 O G - 1 O o r / h e a d 3 i c n s , B c c B e a d , C . ) s e T r u s s A l t e " n a " v t S o g l e " F p s " T ' o e ' " a r e t " + e r i b e r s D I S T R I C T C O U N T Y R O U T E P O S T M I L E S S H E E T N O T O T A L S H E E T S T o a c c o m p a n y p l a n s d a t e d J u n e 2 9 , 1 9 8 7 0 4 S M 9 2 R 7 . 9 3 1 9 0 0 " " 0 �% �% �% 0 " 0 " �% 0 0 0 " �% " 0 �% �% " �% �% �% " �% �% I I I �% S 4 0 H - 1 O v e r h e a d S i g n s , B o x B e a m , C l o s e d T r u s s A l t e r n a t i v e , S i n g l e P o s t C a n t i l e v e r F r a m e D e t a i l s S 4 0 1 - 1 O v e r h e a d S i g n s , B o x B e a m , C l o s e d T r u s s A l t e r n a t i v e , S i n g l e P o s t C a n t i l e v e r F r a m e J u n c t u r e " D e t a i l s S 4 0 J - 1 O v e r h e a d S i g n s , B o x B e a m , C l o s e d T r u s s A l t e r n a t i v e , S i n g l e P o s t C a n t i l e v e r P o s t D e t a i l s S 4 0 K - 1 O v e r h e a d S i g n s , B o x B e a m , C l o s e d T r u s s A l t e r n a t i v e , S i n g l e P o s t B u t t e r f l y F r a m e D e t a i l s I D S 4 O L 3 O v e r h e a d S i g n s , B o x B e a m , C l o s e d T r u s s A l t e r n a t i v e , S i n g l e P o s t B u t t e r f l y F r a m e J u n c t u r e D e t a i l s S 4 0 M - 1 O v e r h e a d S i g n s , B o x B e a m , C l o s e d T r u s s 9 A l t e r n a t i v e , S i n g l e P o s t B u t t e r f l y P o s t D e t a i l s O V E R H E A D S I G N S - T U B U L A R S 4 0 N O v e r h e a d S i g n s , T u b u l a r , I n s t r u c t i o n s a n d E x a m p l e s S 4 O P O v e r h e a d S i g n s , T u b u l a r , S i n g l e P o s t T y p e L a y o u t a n d P i p e S e l e c t i o n S 4 0 0 O v e r h e a d S i g n s , T u b u l a r , T w o P o s t T y p e L a y o u t a n d P i p e S e l e c t i o n S 4 0 R O v e r h e a d S i g n s , T u b u l a r , S t r u c t u r a l F r a m e D e t a i l s N o . 1 S 4 O S O v e r h e a d S i g n s , T u b u l a r , S t r u c t u r a l F r a m e D e t a i l s N o . 2 S 4 O T O v e r h e a d S i g n s , T u b u l a r , F o u n d a t i o n D e t a i l s R O A D S I D E S I G N S S 4 1 - 3 R o a d s i d e S i g n s , T y p i c a l I n s t a l l a t i o n D e t a i l s N o . 1 S 4 2 - 1 5 R o a d s i d e S i g n s , W o o d P o s t s , T y p i c a l I n s t a l l a t i o n D e t a i l s N 2 S 4 3 - A R o a d s i d e S i g n s , L a m i n a t e d W o o d B o x P o s t s , T y p i c a l I n s t a l l a t i o n D e t a i l s N o . 3 S 4 3 - B R o a d s i d e S i g n s , S t e e l P o s t , T y p i c a l I n s t a l l a t i o n D e t a i l s S 4 4 7 R o a d s i d e S i g n s , T y p i c a l I n s t a l l a t i o n D e t a i l s N o . 4 T R A F F I C S I G N A L a n d H I G H W A Y L I G H T I N G D E T A I L S E S 1 A T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , S y m b o l s a n d A b b r e v i a t i o n s E S - 1 B T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , S y m b o l s a n d A b b r e v i a t i o n s E S - 2 A T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , S e r v i c e E q u i p m e n t E S - 2 B T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , S e r v i c e E q u i p m e n t E S - 2 C T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , S e r v i c e E q u i p m e n t E S - 2 D T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , S e r v i c e E q u i p m e n t E S - 3 A T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s H e a d s a n d M o u n t i n g s E S - 3 B T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , S i g n a l H e a d s a n d M o u n t i n g s E S - 3 C T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , S i g n a l H e a d s a n d M o u n t i n g s E S 3 D T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s S i g n a l H e a d s a n d M o u n t i n g s E S - 3 E T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , H e a d s a n d M o u n t i n g s E S - 4 A T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , C o n t r o l l e r C a b i n e t D e t a i l s E S - 4 B T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , C o n t r o l l e r C a b i n e t D e t a i l s E S - 4 C T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , C o n t r o l l e r C a b i n e t D e t a i l s E S - 5 A T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , " " " �% �% 0 " " " " " I I E S �% " " �% �% �% " " " " " 0 " �% �% " �% �% �% " 0 �% " 0 �% �% 0 �% 0 T R A F F I C S I G N A L a n d L I G H T I N G S T A N D A R D S - E S - 6 A T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s , T y p e I S t a n d a r d s a n d P u s h b u t t o n P o s t s E S - 6 B L i g h t i n g S t a n d a r d s , T y p e s 1 5 a n d 2 1 E S - 6 D L i g h t i n g S t a n d a r d s , T y p e s 3 0 a n d 3 1 �% E S - 6 D A L i g h t i n g S t a n d a r d s , T y p e 3 2 E S - 6 E L i g h t i n g S t a n d a r d s g T y p e s 3 0 a n d 3 1 , B a s e P l a t e D e t a i l s E S 6 F 1 0 D e g r e e L i g h t i n g S t a n d a r d s g g E S - 6 H 1 0 D e g r e e L i g h t i n g S t a n d a r d s D e t a i l s E S - 6 J T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s C a s e 1 A r m L o a d - i n g , W i n d V e l o c i t y = 7 0 M P H A r m L e n g t h s 1 5 ' t o 3 0 ' E S - 6 K T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s C a s e - 2 A r m L o a d ; i n g , W i n d V e l o c i t y = 7 0 M P H A r m L e n g t h s 2 0 ' t o 3 0 ' E S - 6 L T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s C a s e 3 A r m L o a d - W i n d V e l o c i L e n g t h s 2 0 ' t o 4 5 ' t y = 7 0 M P H A r m E S - 6 M T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s C a s e 4 A r m L o a d - i n g , W i n d V e l o c i t y = 7 0 M P H A r m L e n g t h s 2 5 ' t o 4 5 ' E S - 6 N T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s T y p e 4 0 - 0 - 8 0 6 0 T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s C a s e 1 A r m l o a d i n g , W i n d V e l o c i t y = 8 0 M P H A r m L e n g t h s 2 5 ' t o 3 0 ' g S t a n d a r d s C a s e 2 A r m L o a d - E S 6 P T r a f f i c S i g n a l a n d L i g h t i n g i n g , W i n d V e l o c i t y = 8 0 M P H A r m L e n g t h s 2 0 ' t o 3 0 ' E S - 6 0 T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s C a s e 3 A r m L o a d - i n g , W i n d V e l o c i t y = 8 0 M P H A r m L e n g t h s 2 0 ' t o 4 5 ' E S - 6 R . T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s C a s e 4 A r m L o a d - i n g , W i n d V e l o c i t y - - 8 0 M P H A r m L e n g t h s 2 5 ' t o 4 5 ' E S - 6 S T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s D e t a i l s N o . 1 E S 6 T T r a f f i c S i g n a l a n d L i g h t i n g S t a n d a r d s D e t a i l s N o . 2 g h t i n S t a n d a r d s E S - 6 U 7 S l i p B a s e I n s e r t f o r T y p e 1 0 & 1 5 L i g h t i n g E S - 6 V L e t t T u r n S i g n a l a n d S i g n S t a n d a r d T y p e 3 3 E S - 7 A T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , E l e c t n c a i D e t a i l s S t r u c t u r e I n s t a l l a t i o n s E S - 7 B T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , E l e c t r i c a l D e t a i l s S t r u c t u r e I n s t a l l a t i o n s E S - 7 C T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , E l e c t r i c a l D e t a i l s S t r u c t u r e I n s t a l l a t i o n s E S 7 D T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s E l e c t r i c a l S t r u c t u r e I n s t a l l a t i o n s E S - 7 E T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , E l e c t r i c a l g g y g g D e t a i l s S t r u c t u r e I n s t a l l a t i o n s E S - 7 F T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , E l e c t r c c a i g Y g g D e t a i l s S t r u c t u r e I n s t a l l a t i o n s E S - 8 T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , P u l l B o x D e t a i l s E S - 9 A C a n t i l e v e r F l a s h i n g B e a c o n D e t a i l s , T y p e s 9 , 9 A , 9 B E S - 9 B C a n t i l e v e r F l a s h i n g B e a c o n D e t a i l s , T y p e s 9 , 9 A , 9 B E S 1 0 T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , I s o l u x 9 9 Y 9 9 D i a g r a m s E S - 1 1 T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , F o u n d a t i o n I n s t a l l a t i o n s - E S - 1 2 P e d e s t r i a n U n d e r c r o s s i n g F l u o r e s c e n t L i g h t i n g 9 9 F i x t u r e , E S - 1 3 T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , W i r i n g D e t a i l s a n d F u s e R a t i n g s E S - 1 5 P e d e s t r i a n O v e r c r o s s i n g F l u o r e s c e n t L i g h t i n g F i x t u r e E X T I N G U I S H A B L E M E S S A G E S I G N E S 2 7 A E x t i n g u i s h a b l e M e s s a g e S i g n , 1 0 " L e t t e r s E S - 2 7 B E x t i n g u i s h a b l e M e s s a g e S i g n , 1 0 " L e t t e r s E S - 2 8 E x t i n g u i s h a b l e M e s s a g e S i g n a n d F l a s h i n g B e a c o n s , S I G N L I G H T I N G D E T A I L S " E S - 2 9 M e r c u r y S i g n L i g h t i n g E q u i p m e n t E S - 3 0 3 6 " F l u o r e s c e n t S i g n L i g h t i n g E q u i p m e n t E S - 3 1 7 2 " F l u o r e s c e n t S i g n L i g h t i n g E q u i p m e n t E S - 3 2 S i g n L i g h t i n g E q u i p m e n t E S - 3 3 I n t e r n a l l y I l l u m i n a t e d S t r e e t N a m e S i g n N O C O N S T R U C T I O N C H A N G E S D e t e c t o r s C O N T R A C T N o . 0 8 _ 4 1 9 - 1 1 7 6 4 4 �% E S - 5 B T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , D e t e c t o r s D A T E A C C E P T E D 8 8 �% E S - 5 C T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , D e t e c t o r s �% E S - 5 D T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , A S B U I L T R E S I D E N T E N G I N E E R . 1 S a o t t D e t e c t o r s 0 E S - 5 E T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , D e t e c t o r s �% E S - 5 F T r a f f i c S i g n a l a n d H i g h w a y L i g h t i n g D e t a i l s , D e t e c t o r s . S T A N D A R D P L A N S L I S T " ( J u l y , 1 9 8 4 E d i t i o n ) - - f i e S . a n d a r d P l a n s h e e t s i n d i c a t e d b y a m a r k e d b o x a r e a p p l i c a b l e t o t h i s C O N T R A C T N O . 0 4 - 1 1 7 6 re x REVISED BY DATE REVISED w 1— Q 0 } w F- 0 Qw D Z 0U U J (/) Qw 00 >- m CHECKED PROJECT ENGINEER a, cp a E a w DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA V C�f1 '47/ /s,sh��o Go fuge BELMONT Z O 2 J f Tn X-407 Sv cis° Cis-?? QndGQme Ref 1 u� 1 / d 1 2� 9 X-406 AVE RALSTON - POLHEMUS RD O.C. SAN MATEO />,e, T C/sc. O m 1 to ��t� Li KINGS LN 1y RD ( fr DIST. COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS 04 SM 92 R7.9 4 19 REGISTERED CIVIL ENGINEER June 29, 1987 PLANS APPROVAL DATE CONSTRUCTION STAKING SURVEY CONTROL DATA ' MONUMENT COORDINATES ELEVATION DESCRIPTION& LOCATION CHC Brass disc in PCC median 374,073.512 island on Ralston Ave Over - X -406 1,469,260.440 478.62 crossing near nose at North west of island CHC Brass disc in PCC median 373,729.783 Island on Ralston Ave Over - X-407 1,469,875.922 524.57 crossing 26.3' North West of the South East end of the island NO CONSTRUCTION CHANGES CONTRACT No. DATE ACCEPTED 0 4-1 1 7644 8- 19 -88 AS BUILT RESIDENT ENGINEER LJ S 0. 0 4 i• CONSTRUCTION STAKING SURVEY CONTROL DATA NO SCALE IP FORM DC-OE-92-PF (REV. 1/86) FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I 1 1 1 1 CU 04336 CIVIL �Q CSS I EA 117641 • DIST. COUNTY ROUTE POST MILES TOTAL PROJECT SHEET .NO. TOTAL SHEETS x x x x m 0 w^ CI) w a= 0 w C/) w a= w Q 0 w I- Q 0 >- 0m IL Qw J Z 0C-2 U J O) < 00 m 0 w 0 w S U ENGINEER I- 0 w 0 CC 0 rn 4) n E a.: w z 0 I` - CC I- CC CO a y Z C Ir H LL 0 H z W 5 H C IZ W C Z OC C U- -J C C, U - C W CC - I -- Cc Finished Grade .? 4'x 4' Cop Remove existing in/et wa//s where required *4 each ways 4 D P • •• C/ass A FCC r N r - ti N l 1 �1 / 42" C/ear Enclosed form to be approved by the Engineer /e'3 6" I Min 23 CONCRETE CAP FOR INLET No Scale STRUCTURE LIST (DRAINAGE) Construct Half Round Bottom C/ass A PCC Item No a. o °' U Min Con Minor Strut (F) Misc Iron & Steel(F) [18" RCP Description EA CY LBs LF OI 1.78 249 G4 Inlet, Type 18-9 Frame 8& Grate O2 50 Reinforced Concrete Pipe 0 I Cap Existing Inlet .8, 1/1.77249/5 (F) Final pay quantities I 475 470 • I.5'Rt RL4 33± 25 TG 474.9 FL 4695 /8"x5O'RCP DRAINAGE PROFILE Vertical Scale: 111= 51 Horizontal Scale: I" = 50' Lt RD4 281/0 TG 474.9 FL 470.2± 04 SM 92 R7.9 5 19 REGISTERED CIVIL ENGINE June 29, 1987 PLANS APPROVAL DATE 475 470 NO CONSTRUCTION CHANGES CONTRACT No O 4- II 7 134...s4 DATE ACCEPTED 8- 19 -88 AS BUILT RESIDENT ENGINEER J Gco-t-t DRAINAGE PROFILES, DETAILS AND QUANTITIES SCALE AS SHOWN D -I • FORM DC-OE-92-PF (REV. 1/86) 86 39443 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 1 1 I CU 04336 EA 117641 " x x x x x C 8 a C p E i n M . T A M U R A 8 M s c i - T o 1 3 W 4 I S W 4 1 6 9 2 6 2 8 ( 9 2 ) . " ' G 5 0 G 4 3 ( ) } C ' C U ) 6 8 I ; r _ R & s t o n A v e I - 3 B e l m o n t P o i h e m s R d ( T ) C C O # 3 A R R O W S R E R I V E T E D R 7 N k r R I O ( R t ) R A 1 A T O N R 4 9 ( R t ) ( I I ) 0 9 2 G 2 8 ( 9 2 ) R 4 4 G 5 0 G 4 4 ( s � ) s J C O N S T R U C T I O N A R E A S I G N S C O D E T Y P E P A N E L S I Z E ( i n c h e s ) S I G N M E S S A G E P O S T Q U A N T I T Y N o . S i z e L e n g t h 0 C I 8 4 8 x 4 8 R o a d C o n s t r u c t i o n A h e a d I 4 " x 6 � 1 7 1 - 3 " 4 O C I 3 4 8 x 1 8 E n d C o n s t r u c t i o n I 4 " x 4 1 1 1 2 1 - 0 " 3 R I I R U A s t a . 0 , 4 - 0 0 x + 0 0 R 7 � ( r n k � ) W 5 7 ( I w t ) N ( m k r ) 0 . 9 , E 3 T O C A N A D A R O A D \ \ ; 0 R 4 3 S B R I O ( I t o 2 4 t f 8 " ) C ) R I O ( L T ) �� R I O ( R 1 ) R I T o m / / R I I R 9 � a �% R U A A ' O E ) G O ' 4 " C A P S E L M O N T 3 6 " 4 S B R 1 0 ( L t ) �% G 9 2 G 2 8 ( 9 2 ) G 5 0 6 4 3 ( 4 ) ( l o ) C C o # I R I I A " W 5 9 ( 5 ) R 4 9 ( L t ) R O A D S I D E S I G N . Q U A N T I T I E S I T E M Q U A N T I T Y R e m o v e R o a d s i d e S i g n 4 E a . R e m o v e R o a d s i d e S i g n ( S t r a p a n d S a d d l e B r a c k e t M e t h o d ) I E a . R e m o v e R o a d s i d e S i g n P a n e l 3 E a . R e l o c a t e R o a d s i d e S i g n 3 E a . R o a d s i d e S i g n - O n e P o s t I E a . I n s t a l l S i g n O v k e r l a y 4 S q . F t - I n s t a l l R o a d s i d e S i g n P a n e l o n E x i s t i n g P o s t I , E a . D E L E T E D C C O # 3 Y / / z F R M S T 4 / 0 / 9 - 0 0 N O T E S E x i s t i n g f e a t u r e s a r e i n d r o p - o u t . 2 . E x a c t l o c a t i o n a n d p o s i t i o n o f s i g n s t o b e d e t e r m i n e d b y t h e E n g i n e e r . / 1 7 3 . R o a d s i d e s i g n s a r e t o b e m o u n t e d o n S 4 S w o o d p o s t s , u n l e s s o t h e r w i s e n o t e d . R O A D S I D E . S I G N L I S T ( D i r t . C o u n t y l o u t * P o s t M i l e s T o t a l P r o ' o c t S h o o t T o t a l N o . S h o o t s 0 4 S M 9 2 7 . 9 6 / 9 P R O J E C T E N G I N E E R D A T E A P P R O V E D J L L f a R E G I S T E R E D - C I V I L E N G I N E E R , N O 1 2 8 7 1 2 9 , / 9 8 7 L E G E N D ) R o a d s i d e S i g n �% R e m o v e R o a d s i d e S i g n R e l o c a t e R o a d s i d e S i g n R e m o v e R o a d s i d e S i g n P a n e l S B S t r a p a n d S a d d l e B r a c k e t M e t h o d S i g n N o . C o d e P a n e l S i z e ( i n c h e s ) P a n e l C l e a r a n c e - P o s t R e m o v e R o a d s i d e S i g n E a R e m o v e R o a d s i d e S i g n ( S B ) E a . R e m o v e R o a d s i d e S i g n P a n e l E a . R e l o c a t e R o a d s i d e S i g n E a . R o a d s i d e S i g n I - P o s t E a . I n s t a l l S i g n O v e r l a y S 4 F t . I n s t a l l R o a d s i d e S i g n P a n e l o n E x i s t i n g P o s t E a . E l e c t r i c a l I t e m N o . S i z e L e n g t h I R I O ( L t ) R I O ( R t ) R I I t - 6 " I I 2 G 8 3 R I I " R I I A W 5 9 I 4 R I 0 ( L t ) I 5 R 4 9 ( L t ) 3 6 x 1 8 I 6 R I I R I I ( A ) I 7 R 1 R I I A 2 1 - O " - 1 8 W I 7 W I 7 A W 4 1 4 8 6 t - 0 " I I 1 - 9 - - G - 8 - 4 1 0 G 9 2 G 2 8 ( 9 2 ) G 5 0 G 4 3 ( s ) 4 8 x 3 0 2 4 x 2 5 2 1 x 9 2 1 x 1 5 2 ' - O t " I 4 " x 6 " I 3 1 - 4 " I I R 4 9 ( R t ) 3 6 x 1 8 I 1 2 W 4 I I 1 3 W 4 I I C O N S T R U C T I O N C H A N G E S C O N T R A C T N o . 0 4 - 1 1 7 6 4 4 D A T E A C C E P T E D 8 - 1 9 - 6 8 A S B U I L T R E S I D E N T E N G I N E E R J S C O T T R E V I S I O N S e Y - r P O K R Y W A D A T E 8 - 2 6 - 8 8 D E L I N E A T E D B Y B . C R G S B Y D A T E 3 - 8 - 9 0 C E L H E G . R . S W A I N C H E C K E D B Y _ C . D A T E 3 - 8 - 9 0 , S I G N P L A N S , C O N S T R U C T I O N A R E A S I G N S , N O T E S , L E G E N D , R O A D S I D E S I G N L I S T ' a n d Q U A N T I T I E S S - I F O R M D C - 0 E - 9 2 - P F ( R E V . 1 1 / 7 8 ) F O R R E D U C E D P L A N S 0 1 2 3 O R I G I N A L S C A L E I S I N I N C H E S I 1 1 7 6 4 1 X x x x REVISED BY DATE REVISED w I- Q 0 0» w F-0 Qw J Z J (/) <1.1.1 00 CHECKED BY PROJECT ENGINEER 0 I C I C a CO z C I U- 0 I z W H C d W C STATE OF CALIFORNIA Conform to 8" White :;�eridge N° 35,20 7 I FORM DC-OE-92-PF (REV. 1/86) • RA15TUN AVE Conform to Existing Stripe RfW p©LHEMii emoveExist/fig Lone/the Type //I(Li Arrow ROAD 1 /Remove Existing Pavement Markings Q See Note 3 O°'V$9y F xj51'‘, NOTES >. /. A// /ones are /21 wide unless otherwise indicated z y 2. Instal/ W4/ Signs adjacent to "Signal Ahead" Pavement Markings 3 Remove a// existing striping and markings within Conform limits as required. LEGEND Detail Numbers See Standard Plans dated 2-27-86 RSP-A 20- A, A 20-8 8 A 20 -�f Limits of designated stripes 8 details. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 1 2 3 Note' Pavement Markings 800' from Intersection INSTRUCT CONTRACT No 0 4". DATE ACCEPTED 8 AS BU RESIDENT ENGINEER Li Sc©'t"t REVISIONS BYT i=o kr ywKo DATE61GL 86 DELINEATED 8a B OtoclanDATE'.5' 7-90 DEL CHECKED BY__J_Reiner QAT&& 2TSO DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO TOTAL SHEETS 04 SM 92 R7.9 7 I9 Cc id 7-2 REGISTERED CIVIL ENGNVEI June 29, 1987 PLANS APPROVAL DATE v QROFESS/ PAVEMENT DELINEATION PLAN CU 04336 SCALE : I" = 50' EA 117641 PD -I • Dist. COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS OBLITERATE SURFACING Station Limits Loc SQYD RD4 28+28.69 to RP 105+20 Lt to Rt 168 TOTAL 168 REMOVE BASE AND SURFACING Station Limits Loc CY RD4 28+28.69 to RP 105+48.12 (For B2 curb) Lt to Rt 9.9 TOTAL 9.9 REMOVE CONCRETE Station Limits Loc CY Sidewalk RP 104+05.02 to RP 104+61.61 Rt 3.5 RP 104+57 to RP 105+48.12 Rt 5.7 RP 102+82 Rt 1.7 RP 103+04 Rt 0.6 RP 103+44 Rt 0.6 Island RD4 27+39 to RD4 27+44 Rt 1.1 Type A2-6 Curb RP 104+05.02 to RP 104+61.61 Rt 3.3 RD4 28+19.53 to RP 105+48.12 Lt & Rt 9.9 Type B2 Curb RD4 27+41.59 to RD4 27+86.90 Lt 7.3 RD4 27+39 to RD4 27+44 Rt 1.8 RD4 28+09 to RD4 28+15 Rt 0.4 TOTAL 35.9 MINOR CONCRETE (MISC CONST) Station Limits Loc CY Wheelchair Ramps RP 102+82 (Case C) Rt 0.9 RP 103+04 (Case D) Rt 1.1 RP 103+44 (Case D) Rt 1.4 RP 104+38 (Case C) Rt 0.9 Type B2 Curb RD4 2Z+39.89 to RD4 27+45.39 Lt I.I RD4 28+28.69 to RP 104+3,0 Lt & Rt 4.9 Sidewalk & A2-6 Curb RP 104+30 to RP 105+48.12 Rt 14.4 Island RD4 27+39.89 to RD4 27+45.39 Lt 0.6 TOTAL 25.3 • ROADWAY EXCAVATION Station Limits Loc CY RD4 27+86.90 to RP 104+61.61 Lt to Rt 40 TOTAL 40 AGGREGATE SUBBASE (CLASS 4) Station Limits Loc CY RP 104+30 to RP 105+48.12 Rt 7.0 TOTAL 7.0 AC (TYPE A) Station Limits Loc Ton Existing Island - TWY RP 104+05.02 to RP 105+50 Rt 71 TOTAL 71 04 SM 92 R7.9 8 I9 C ?jr PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 33393 DATE APPROVED June 29, 1987 REMOVE PAINTED TRAFFIC STRIPE & PAVEMENT MARKING Station to Station Painteq Traffic Stripe Thermoplastic Remarks 4" White 8" White 12" White Pavement Marking SOFT 38' Rt RP 102+34 50' Rt RP 102+87 25 Right Turn Lane 13' Lt RP 103+67 13' Lt RP 104+12 10 Lane Line 10' Lt RD4 27+52 & 10' Lt RD4 32+00 2 X 22 "STOP" 56' Rt RP 104+60, 10' Lt RD4 27+80 & '12' Lt RD4 29+30 83 • Type 108) & Type V Arrow 8' Lt RD4 31+50 31 "AHEAD" 8' Rt RP 104+25 & 8' Rt RP 106+00 2 X 15 Type IV (L) Arrow 8' Rt RP 104+80 & 8' Rt 106+55 2 X 22 "ONLY" Lt RD4 27+43 22 Stop Bar 47' Rt RP 105+55 to Rt RP 106+10 15 Shoulder Line SUB -TOTAL 25 25 22 232 TOTAL 50 254 PAINT TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING & PAVEMENT MARKER Station to Station Detail Paint Traffic Stripe (2 -Coat) Thermoplastic Marking Pavement Marker 8" 12" Pavement Marking Non -Ref Reflective 4" White 4" Yellow Type A Type G Type H LF SOFT EA 12' Lt RL4 31+62 18' Lt RL4 32+68 10 • 12 3 Q RL4 28+40 Q RL 4 33+34 5 494 22 Q RD4 27+53 Q RD 4 36+95 5 942 40 38' Rt RD 102+94 38' Rt RP 103+38, ►7• 44 12' Rt RL4 32+68 12' Rt RL4 33+34 ►7• 66 I Q RL4 27+45 c. RL4 28+40 c6 1 64 5 38' Rt RP 102+34 38' Rt RP 102+94 6 40 3 38' Rt RP 102+34 52' Rt RP 102+94 IG6 40 3 58' Rt RP 103+03 18' Lt RL4 32+68 8 52 4 12' Lt RD4 27+52 12' Lt RD4 29+35 8 . 122 10 70' Rt RP 102+85 60' Rt RP 103+02 K9 40 Rt RP 103+37 9 30 . Lt & Rt RP 104+15 9 40 • Lt & Rt RD4 27+42 102 Lt & Rt RD4 27+52 9 84 Type III (L) Arrow on RP Line & RD4 Line 4 X 42 ' Type II I (B) Arrow on RD4 Line 2 X 73 Signal Ahead on RP Line & RD4 Line 3 X 63 12' Lt RD4 27+36 12' Lt RP 103+35 15 49' Rt RP 102+95 & 13' Rt RP 104+20 46' Rt RP 104+54 to 40' Rt RP 106+10 (7) 156 , SUB -TOTAL 266 1436 318 296 503 27 28 62 _ TOTAL 1702 I I I 7 27 90 NO CONSTRUCTION CHANGES CONTRACT NA O4-1 ►7644 DATE ACCEPTED 8- 1 9 -88 AS BUILT RESIDENT ENGINEER U S CO t t SUMMARY OF QUANTITIES Q -I FOR AEOUt FD PLANS 0 ORIGINS St ALE IS In 14C145 1 2 3 I i I I I 04336 117641 ZFA2:[331,1]41176401.DGN;1 35 -092 - 07944 35- 092 - 07932 OUNTY ROUTE SHEET NO TOTAL SHEETS x x x REVISED BY" C W w I W w 2m o Q V) CHECKED BY PROJECT ENGINEER z C C I- 0 a z C t I- U - 0 z! W 2 cc C a W C' C C U - C rJ C W I-. C y per service wiring diagram on this sheet. i V Install Stale -furnished Model /70 controller assembly, see Foundation Detail on ES -4B and Special Provisions. Front door of cabinet facing north. 0794-4 Type III - AF Service Equipment Enclosure No. 70290 See ES -2C, and provide equipment items (120/240V) I) through 14 ,per service wiring diagram on sheet E-2. 07932 Type III - AF Service Equipment Enclosure No. See ES -2C, and provide equipment items (480 V) j through 0,0 through 0, and 12 through 14 / / ( /'Rep/ace existing //240V PEI/ with • 120V PEU. / N' -O- u Instal/ 24t, / S/C, 24-6(/20V. Signals W/B ON/OFF RAMPS). 2Y" J'(480 CCD1/ ) #'2 /20/240V. Servic Signals Ltg. 480V. Service Lighting Instal/ I2 "C, 2#8, land 3#/4 (240 V. PEU). Existing 2"C, /4#/4, 3#8 (Convert 480V Lighting to 240 V ISCICB Lighting). I 3'I w .- {- tail A his sheet See Itar94menf. -�7,--"C.2#B• :Existing 1/2 hting) g0V L Existing Signals and Lighting ev System to remain in p/ace unless %� otherwise noted. Instal/ 3#/4 in existing 11/2t,2#8. toil EU. 240V P 3#2(/20/240V. Signals and Lighting). 2,. 2 12 020V. Signals) 2%'C, 2 *6 020V Signals) 2#B (240V Lighting) 3#14020V PEU) Install l%"C„ 2#8, 3'"f/4 2Y2 C Instal/ 2='6, IS/C, 2 # 2(/20 V. Sign a/s E/B 3 ON/OFF Ramps) 2#8(240V. Lighting) Existing /4"C, /DLC-1 211G, 2#8, to parki g 2"C ,2*8, toparKiib9 \\a- 12 lot Tight #* 08184 I Existing 2p, /2 #/4, 4DLLC, DETAIL "A" NO SCALE 10, FORM DC-OE-92-PF (REV. 1/86) APPLICABLE STANDARD PLAN DATED JUL Y /984 ES - IA ES -1B ES -2A ES -2C ES -3A ES- 3B ES- 3C lot light frO812_4, 08144 and 06104 - New 24"C, 2=18, 22, ISIC. SECTION A -A ES -3D ES -3E ES -4B ES -5A ES- 5B ES -5C ES -5D ES -5F ES -6A ES -6B ES -6J ES -6L ES -6S ES -6T -Handrail ES -6U ES -8 ES -10 ES -II ES -13 Ralston- Po/hemus O vercrossinq NO SCALE NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SYSTEM NO. TYPE H SERVICE (120/240/480V. SWITCHING BY STATE ) EXISTING LOAD 5 - 700 W. Mercury Vapor Luminaire 14 - 200 W. High Pressure Sodium Luminaire 2 - 175 W. Mercury Vapor Luminaire 2742 watts Fluorescent Sign Lighting 1900 watts Traffic Si al (I20V) MODIFIED LOAD : 5 - 700 W. Mercry Vapor Luminaire II -200 W. High/ Pressure Sodium Luminaire \ 2 -175 W., -Mercury Vapor Luminaire `2742,.watts Fluorescent Sign Lighting 3830 watts Traffic Signals (120V) 2 -310 W. High Pressure Sodium Luminaire "I / SIC ,2#8. ?Inc 2# Install 9 II 1I I I I f RAL S TON - POL HEMUS OVERCROSSING BRIDGE NO. 35- 207 it SYSTEM NO.31-092-79291 Side Sectitn A -A 4217; this s eet • RALSTON AVE. TYPE III- AF SERVICE (240/480V.) EQUIPMENT LEGEND ITEM NO. COMPONENT NAMEPLATE DESCRIPTION OI Neutral Lug 02 Landing Lug 0 IOOA, 480V., 2P., CKT. BKR Main Breaker ® Meter Socket and Support 0 Test Bypass Facilities © Photo Electric Unit 0 I5A Fuse with Indicating Lamp Highway Lighting Control ® 404,480V., 2P. , CKT. BKR. Highway Lighting 0 15 A., I P. Test Switch Highway Lighting Test Switch 10 60 A., 2PNO, Mercury Contactor 12 Ground Lug ® Solid Neutral Lug ® Ground Rod Single-phase secondary,240/480V 3 wire service by utility P CKT BKR A Pole Circuit breaker Ampere Volts Service Cabinet SN UM UM LEGEND UM Unmetered M Metered External conductors Tie point Conductor or Buss Contactor coil Contactor contacts PNO SN PNO PNC INDEX TO ELECTRICAL PLAN DRAWING NO. E-1 to E-2 E-3 SN �—I 480 V L it J Highway Lighting TITLE SIGNALS AND LIGHTING CONDUCTORS, EQUIPMENT AND POLE SCHEDULE ZilteE Solid neutral Pole normally open Terminal blocks 47K., I Watt resistor Contactor, contact PNC Pole normally closed 240/480V. SERVICE WIRING DIAGRAM (TYPICAL) 2 3 4 5 6 I 0 0 9 10 m 0 POST MILES TOTAL PROJECT 04 SM 92 R7.9 9 19 I TERED ELEC. ENGINEER June 29, 1987 APPROVAL DATE See "SIGNAL and. LIGHT/NG" on sheet E-2. ,0 0FESS/ON No f/247 t \ Ex() /2/3//7 *� ELEC. . PROJECT NOTES Relocate Type 15 standard to new location by Note 2I. Relocated Type 15 Standard, see Note n Install new foundation with anchor bolts and bolt circle to fit standard. Remove and salvage existing Type 90 controller after the new 170 controller and 480V. service. enclosure (lighting) are operational. Remove existing foundation. Install I I/2"C, 3#2. RC Install 200 Watt high pressure sodium luminaire with integral ballast. Install fused splice connectors. in pull box. Existing 3"C, 23#14, 5DLC, 3#8. ' Remove guard posts and relocate to front of new controller. Install 2-311C, 23#14, 5DLC, 3#8. Install 211/2C., 2*2, I SIC, 248. Install "Type A Detector Handhole" for termination conduit, see ES -5F. Exact location of handhole to be determined by the Engineer. Remove and salvage existing luminaire. Install 200 Watt high pressure sodium luminaire with 240V. integral ballast. Install II/2"C,2#8 (480V. Highway lighting), 3#I4 (240V. PEU). CONSTRUCTION CHANGES CONTRACT No. DATE ACCEPTED 04 - 1 1 7(044 8-19-88 AS BUILT RESIDENT ENGINEER J SCOTT REVISIONS BY__T.POKRYWKADATE 8-26-88 DELINEATED BY S • YU DATE .5- 1-90 DEL P . CHECKED BY _ DATE (0- I 1-90 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 1 2 3 SIGNALS AND LIGHTING ROUTE 92 AND RALSTON AVE. IN SAN MATEO COUNTY SCALE : i" = 50' CU 04332 lEA E -I 117641 .) x X X I L.54 I z Q rw u) IBC CO m m Cd LI Cr. US I cal Z JC —1 7 PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION U J 1 STEADY DEMAND SEQUENCE 06 06 SYSTEM 1i To System No. — 79290 aftjt 3FORM C OE-92-PF (REV 1/86) 107- 02 02P 0.31-092-79291 (480 Lighting ) 0 Single-phase secondary,120/240V 3wire service by utility SN P CKT BKR A 1 tai 0' If 1 11 11 11 1 - 220 To ��irn�nr'�inel { I I Existing / 1/2"C, 2#8 (480 V. lighting) ii H SYSTEM 11 11 Service Cabinet UM UM M T 120V. Signals (E/B on/off romps) Pole Circuit breaker Ampere Volts UM M SN IE 1i I1API2I11U 1,IAPI2II2LI 3"C 2#2,2#8, /SIC, 2DLC if 31- 092- 79290 LEGEND 120V- Signals (W/B on/off ramps) Unmetered Metered External conductors Tie point Conductor or Buss Contactor coil Contactor contacts PNO SN PNO PNC Effective /one width 3"C, 2DLC, 2#8, 2#2, /S/C 07952 Existing /%2"C, 2 # 8 /4"C, 2#8 SYSTEM NO. 31- 092 - 79291 (480V. Highway Lighting) SN /Er— 240V l_'~J "Highway Lighting Solid neutral Pole normally open Terminal blocks 47K., I Watt resistor Contactor,contact PNC Pole normally closed 120/240 SERVICE WIRING DIAGRAM (TYPICAL) SYSTEM N0. 31-092-79290 /"C,2#8� AB 16AP121 15 U 6AP 2115 L s, 12 _08 07982 079 E34 06 ) 2"C, 2 DLC P+destrion Barricade Existing /%2"C,2#8 0/ /%2"4, 2#8 12 08 2"C,4 DLC 1 06 ...................... 2 \i Effective i 07992 07954 FOR REDUCED PLANS /1 :t ii it ft IJ ff tt' PP9(02P) N- N co a_ Q 2 /2 /one idth 1 i i; (080/2) 2"C, 2 DL C '720 ' To limit line .� .,. _`. ..p PPB(02P) %2"C, 2DLC Existing /%2"C, 2#8 04 OUNIr HOU'L ' SM 92 POST MILES TOTAL PROJECT R7.9 SHEET NO TOTAL SHEETS 10 19 FRED ELEC.NGINEER June 29, 1987 API'HO\JAL DAT RALSTON AVE Install State -Furnished Mode/ /70 controller assembly. See foundation detail on ES -48 and Special Provisions. Front door of cabinet facing north. SYSTEM NO. 31-092-79291 (480V. Highway Lighting) To 6 -200 watt luminaires (08032, 08072, 08092, 08042 , 08062 ,0808R and existing sign (08052) NOTE: This plan accurate for , electrical work only. 0 ORIGINAL SCALE IS IN INCHES 1 1 1 2 3 CONSTRUCTION CHANGES wFESS! vo 1/267 ELEC. TYPE III- AF SERVICE (120/240V.) EQUIPMENT LEGEND • ITEM NO. COMPONENT NAMEPLATE DESCRIPTION I Neutral Lug- . 2 Landing Lug 3 IOOA, 240V., 3P, CKT. BKR Main Breaker 4 Meter Socket and Support 5 Test Bypass Facilities 6 Photo Electric Unit 7 I5A Fuse with Indicating Lamp Highway Lighting Control 0 40A.,240V.,2P., CKT. BKR. Highway Lighting Q 15A., IP, Test Switch Highway Lighting Test Switch 0 60A., 2PNO, Mercury Contactor II 50 A., 120V., IP., CKT. BKR. SIGNAL(W/B on/off ramps) ® Ground Lug 4 Solid Neutral Lug • 4 Ground Rod 15 504,120V., IP, CKT. BKR. SIGNAL (E/B on/off ramps) CONTRACT No. O4" - I I7e44 DATE ACCEPTED 8 - 19 - 8B AS BUILT RESIDENT ENGINEER ti SCOTT REvRIONs BY__T. POKRYWKA DATE_B-26-88 DELINEATED BY S • YU DATE S- I- 90 DEL CHECKED BY D. E • P • DATE (0-11— 90 SIGNALS AND LIGHTING ROUTE 92 AND RALSTON AVE. SCALE : In= 20' E— 2 to Cu 04332 EA 117641 x x x // RM DH-PD-92.PF CONDUCTOR SCHEDULE NUMBER OF CONDUCTORS CONDUCTOR DESIGNATION RUN NUMBER AS 3 4 5 6 7 NO. 14 CONDUCTORS 01 3 3 3 3 3 3 6 02 3 3 3 6 06 3 3 3 3 3 08 3 3 3 3 3 02P 2 2 2 4 PPB(02P) I I I 2 Spares 3 3 3 3 3 3 3 • TOTAL NO. 14 12 12 12 18 12 12 27 DETECTOR CABLES IIIOU I I I 2IIIU I I I 2112 I I 2I I5U I I 2I15L I I 6J 25y I I I • 6J25L I I I I 6J21U I I I 6J22L I I I 8J27U 8 J 2 8 L .�■�■ I �■� ��■■. ��� 8J2AL I TOTAL CABLES 4 5 5 4 4 12 NO. 6 CONDUCTORS Signal Neutral (120V.) I 1 I I 1 I I TOTAL NO. 6 I I I I I 1 I NO. 2 CONDUCTORS 120/240V. Service to Controller 2 2 2 TOTAL NO. 2 2 2 2 NO. 8 CONDUCTORS Lighting (240V.) 2 2 TOTAL NO. 8 2 2 (SIC) Signal Interconnect Cable I 1 I 1 DATE CO IL. H. CHID �9/861J. L. GLEDHILL 9/86 1 1 1 1 1 1 1 1 1 1 . CO rn % DESIGNED BY DATE CHECKED BY1 IA.RASTEGARPOUR 9/86 S. YEE a i v I CONDUIT SIZE (INCHES) 2 21/2 3 3 3 3 Two -3" EQUIPMENT AND POLE SCHEDULE INSTALLATION NUMBER TYPE OF STANDARD 17 I 70 19-I -70 LUMINAIRE TYPE a WATTAGE 310 Watt HPS VEH. SIGNAL MOUNTING MAS SV-2-TA PED. SIGNAL MOUNTING SP - I ADDITIONAL EQUIPMENT AND REQUIREMENTS •* Install 301519m:1 and /5' Luminaire mast arms. I -B TV -2-T SP - I 26-3-70 310 Watt HPS MAS MAS SV-2 -TA Install 45'Signat and /5'Luminaire most arms. I -B TV -2-T Instal/ /2' /-5 standard. * OTHER REOU/REMENTS ARE COVERED BY NOTES, LEGENO, SPEC/AL PROVISIONS AND STANDARD SPECIFICATIONS. FOR TYPE OF STANDARD, VEHICLE AND PEDESTRIAN MOUNTING, SEE STANDARD PLANS MAXIMUM il 4 Co.sty 04 S.M 'ow,. 92 ►M MK. TeteI Prefect R7.9 Sloes No. Te.el Sink II 19 • REGISTERED E L EC ENGINEER NO. //2(7 DATE APPROVED —_Jun e 29, 987 5/8"GALVANIZED FULLY THREADED STUD AND ANCHOR BOLTS WITH 2 NUTS, 2 WASHERS AND 21/8" MINIMUM STEEL SLEEVE NUT (Total of 4) FLUSH WITH FC.C. CO II/2 MAXIMUM /FINISHED / GRADE STEEL SLEEVE NUT THREADED STUD AND ANCHOR BOLTS SHALL THREAD INTO SLEEVE NUT A MINIMUM OF I". ANCHOR BOLTS FOUNDATION FOR TYPE I— B STANDARD NO SCALE NOTE: SEE ES -6A FOR NOTES, OTHER DETAILS AND DIMENSIONS. REVISED FOR ADDENDUM NO.2, DATED NOVEMBER 5, 1987 NO CONSTRUCTION CHANGES CONTRACT No. 04- 1 1 76044 DATE ACCEPTED 8 - 19 - 88 AS BUILT RESIDENT ENGINEER J SCOTT REVISIONS BY_TPOKRYWKA DATE 8-26-68 DELINEATED BY DATE DEL CHECKED BY_. DATE CONDUCTOR, EQUIPMENT AND POLE SCHEDULES FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I 04332 E-3 117641 x x Kam 9rev. )i/7711 A AB aggregate base ABBC asbestos bonded bituminous coated ABM air -blown mortar Abn abandon Abut abutment AC asphalt concrete AFES alternative flared end section Ahd ahead Adj adjust Alt alternate alternative pipe alternative pipe culvert aggregate subbase assembly asphalt treated permeable base ATPM asphalt treated permeable material Ave avenue AP APC AS Assy ATPB BB BC BCR Beg Bit Ctd Bk Bkf Bldg Blvd BM Br BVC BW CAA CAP CAPA CAS C —C CF Chnl CIDH CIP CIPCP CL CI Cir Co Col Conc Cond Conn Const Coord Cr B beginning of bridge begin horizontal curve begin curb return begin bituminous coated back backfill building boulevard bench mark bridge begin vertical curve barbed wire •C cable anchor assembly corrugated aluminum pipe corrugated aluminum pipe arch construction area sign center to center cubic foot channel cast -in -drilled -hole cast iron pipe cast -in -place concrete pipe center line chain link class clear, clearance county column concrete conduit connector construct(ion) coordinate creek CRSP CSP C S PA CTB CTPB CTPM Culv CY concreted rock slope protection corrugated steel pipe corrugated steel pipe arch cement treated base cement treated permeable base cement treated permeable material culvert cubic yard D Dbl double DD downdrain Del delineators Det detour or detail DI drainage inlet Dia diameter Dist distance DMBB double metal beam barrier Dr drive Dwy driveway E EA each Ease easement EB end of bridge or eastbound EC end horizontal curve ECR end curb return ED edge drain EDC edge drain cleanout EDO edge drain outlet EDV edge drain vent Elev elevation Emb embankment EP edge of pavement Eq equation ES edge of shoulder ETW edge of traveled way EVC end vertical curve EW endwall Exc excavation Exist existing Exp expressway Exp Jt expansion joint F F & C frame and cover Fdn foundation FES flared end section FF filter fabric F & G frame and grate FG finished grade FH fire hydrant FL flow line Fr Rd frontage road Ft foot or feet Ftg footing Fwy freeway Ga GAL GM GR GSP H HD Horiz HP HW Hwy IB ID Inv Irr JP JS Jt L LB LCB LF Loc LOL Ln LS Lt Max MB MBB MBGR Med MH MI Mkr MFBM Min Misc. I&S Misc Mod Mon MP MPGR MR Mtl G gage gallon guide marker guard railing galvanized steel pipe H height horizontal drain horizontal hinge point or horse power headwall highway I imported borrow inside diameter invert irrigation • J joint pole junction structure joint L ength pound can concrete base inear foot ocation ayout line ane ump SUM eft M maximum metal beam metal beam barrier metal beam guard railing median manhole mile(s) marker thousand foot board measure minimum miscellaneous iron and steel miscellaneous modified or modify monument metal plate metal plate guard railing movement rating material PI PL, P/L PL PM PN POC POT POVC PP PPP PPL PRC PRF PRVC PSP PVC Pvmt R RCA RCB RCP RCPA R&D Rd Reinf Rel Ret RM RP RR R &S NB No Oblr OC OD OG OGAC OH N northbound number To accompany plans doled June 29, 1987 0 obliterate overcrossing outside diameter original ground open graded asphalt concrete overhead P PAP perforated aluminum pipe PB pull box PCC point of compound curve or Portland cement concrete PCP perforated concrete pipe PCVC point of compound vertical curve Ped pedestrian Ped OC pedestrian overcrossing Ped UC pedestrian undercrossing Perm Mtl permeable material PG profile grade point of intersection property line plate post mile paving notch point on horizontal curve point on tangent point on vertical curve power pole perforated plastic pipe preformed permeable liner point of reverse curve pavement reinforcing fabric point of reverse vertical cury perforated steel pipe polyvinyl chloride pavement R radius reinforced concrete arch reinforced concrete box reinforced concrete pipe reinforced concrete pipe arch remove and dispose road reinforced or reinforcing - relocate retaining road -mixed reference point railroad remove and salvage RSP Rt Rte RW R/W SAE Salv SAPP SB SC SCSP SD Sec Sep SG Shld Sht SM Spec DIST. COUNTY ROUTE POST MILES TOTAL PROJECT •SHEET NO. TOTAL SHEETS 04 SM 92 R7.9 12 19 CHIEF, OFF E OF PROJECT REGISTE D CIVIL ENGINEER 3-18-86 PLANS APPROVAL DATE ANNING AND DESIGN rock slope protection right route retaining wall right of way S structure approach embankment salvage structural aluminum plate pipe southbound sand cushion station line slotted corrugated steel pipe or sacked concrete slope protection storm drain structural section drain subgrade drain section separation subgrade shoulder sheet selected material special SPP slotted, plastic pipe cg SQFT square foot SOYD square yard SS slope stake SSPA structural steel plate arch e SSPP structural steel plate pipe SSPPA structural steel plate pipe arch St street STA, Sta station Std standard Str structure Surf surfacing SW sidewalk or sound wall Swr sewer en ci t) z 0 V Ic isr 1• (9 N- 0 0 u co I m I O W - u u W 0 T T semi -tangent TAB tablet TBB thrie beam barrier Tbr timber TC top of curb TCB traffic control box z Temp TG TP TPB A.J. PHILLIPS No 13046 Exp 3.31. 89 CIVIL OF CAVE temporary top of grate telephone pole treated permeable base TPM treated permeable material Trans transition TS traffic signal Typ typical Typ Sec typical section U undercrossin underdrain underpass. V design speed, valve variable vertical curve vitrified clay pipe vertical viaduct W WB westbound WH weep hole WM wire mesh WSP welded steel pipe WV water valve WW wing wall X Xing crossing X Sec cross section UC UD UP V Var VC VC P Vert Via g REVISED STANDARD PLAN RSP A -10A and RSP A -10B supersede Standard Plan A-10 dated July 1, 1984, on page 1 of the Standard Plans book dated July 1984. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION • ABBREVIATIONS FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I RSP A -10A VO l -V dSH L 1 TOPOGRAPHIC SYMBOLS Existing Features m m — Tr CD CD CD CD -r T' r r T r r f I IC - T —1 -1 - f Building Foundation or Ruin Surfaced Street, Highway or Road Curb Gravel or Dirt Road • Drive or Walk Trail Railroad Bridge Culvert and Headwalls Fence and Gate Chain Link Fence Guard Railing Power Poles Other Poles Roadside Signs Wall Overhead Transmission Line (Tower Base to Scale) 0 123.4 ©00 0 o • • o 0 C © Manhole, Well or Tank Spot Elevations (Taken at Decimal Point) Channel Stream or River Body of Water Flow Depression Marsh or Tidal Area Flood Cannel or Wash Spring Timber or Brush Area Tree Orchard Vineyard Hedge HORIZONTAL AND VERTICAL CONTROL MONUMENTS Horizontal Control Monument (2nd Order or Better) Horizontal Control Monument and Bench Mark (2nd Order or Better) Horizontal Control Monument (Third Order) Horizontal Control Monument and Bench Mark (Third Order) Bench Mark To accompany plans doled June 29, 1987 CONSTRUCTION AND CADASTRAL SYMBOLS, , or LOL 9 260 1 • W C F Top of Cut Toe of Fill rOG State or County _+ City Limits National or State Forest or Park Township, Range, Grant Section or Fraction Subdivision G S E T GS - 0 TV 3 2 10 1 1 Centerline Station Line Layout Line Right of Way Line Slope Lines Original Ground Line Boundary Lines Section Corner UNDERGROUND UTILITIES W G G 0 TV S E T GS 0 TV W Water T G Gas S Sewer E Electric T Telephone GS Gasoline 0- Oil TV Television DIST. COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS 04 SM 92 R7.9 CHIEF, OFFICVOF PROJECT PLANNING AND DESIGN REGISTERED CIVIL ENGINEER 3-18- 86 PLANS APPROVAL DATE Face of Wall - LOL V 4 V AC Dike AC Overside Drain Downdrain ■ ■ O Pipe Inlet Drainage Inlet Flared End Section 13 QROFESSI AL h A. J. PHILLIPS No 13046 Exp 3 31 • 89 J&N CIVIL OF CAVE Structure (Bridge) , Wall Concrete Barrier Dike and Overside Drain Curb without Gutter Curb with Gutter • Guard Railing Q Chain Link Fence Other Fence Headwall co co 0) 0 J -- 0 CO -3 • 0.1- Q i W V < a a W 0 a Culvert (36" or less in diameter) 19 c Culvert (greater than 36" in diameter) Endwall Ditch Flow Line REVISED STANDARD PLAN RSP A -10A and RSP A -10B supersede Standard Plan A-10 dated July 1, 1984, on page 1 of the Standard Plans book dated July 1984. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SYMBOLS. RSP A -10B Sol -d dSa FOR REDO( ED "LAMS C 1 2 3 ORIGINAL SCAT f I` Ih INI 1ES 1. 1 1 i 1 " . , . P O S T M I L E S T O T A L P R O J E C T S H E E T T O T A L N O . S H E E T S x x x x / 4 " " C E N T E R L I N E S ( 2 L A N E H I G H W A Y S ) D E T A I L 1 ~ 4 " - 7 7 - - T �� 1 7 ' 4 * 7 1 7 7 y i 1 D E T A I L 2 4 8 ' O t 1 0 D E T A I L 3 2 4 ' 4 m 1 I - 8 ' / i _ $ a 7 1 - 0 4 4 - 8 1 / 2 * - 0 7 . O E 0 �% D E T A I L 4 4 8 ' 2 4 ' 1 4 - 7 ' - " 1 - 0 0 O O 0 0 0 0 0 - . 1 4 ' 1 - - D E T A I L 5 4 " . F " - - 1 2 ' . I " I N S D E T A I L 6 ~ I �� 1 8 ' 0 I " 1 2 ' O E . f& D E T A I L 7 0 4 8 ' 7 3 6 ' " 1 + 4 8 ' " { . 1 8 ' : 1 0 1 8 ' a l . - - - 1 2 ' L E G E N D M A R K E R S 0 0 0 0 - a w l 4 ' 4 " - - O T Y P E A W h i t e N o n - r e f l e c t i v e O T Y P E A Y Y e l l o w N o n - r e f l e c t i v e � T Y P E C R e d - c l e a r R e f l e c t i v e T Y P E D T w o - w a y Y e l l o w R e f l e c t i v e � T Y P E G O n e - w a y C l e a r R e f l e c t i v e l e 4 T Y P E H O n e - w a y Y e l l o w R e f l e c t i v e L I N E S V ��r l f ' 1 : 1 C A 4 " W h i t e 4 " Y e l l o w * I D i r e c t i o n o f T r a v e l N o S c a l e M A R K E R D E T A I L S . R e f l e c t i v e F a c e 4 . 0 0 " + 0 . 1 2 5 1 0 4 0 " - 0 . 7 5 ' 0 . 6 3 ' - 0 . 8 0 ' 0 . 1 2 " t 0 . 0 5 " T T Y P E A & T Y P E A Y a 1 2 5 x 0 . 1 2 5 " 0 4 0 ' - 0 . 7 5 ' T Y P E Q & T Y P E D T Y P E G & T Y P E H N O T E S : 1 . M i n i m u m P r o j e c t e d A r e a o f R e f l e c t i v e F a c e = 1 . 0 0 S q u a r e I n c h 2 . M a r k e r N e e d N o t B e R e c t a n g u l a r T o a c c o m p a n y p l a n s d a t e d J u n e 2 9 1 9 8 7 L A N E L I N E S ( M U L T J L A N E H I G H W A Y S ) D E T A I L 8 ��� ��- - 1 T / 7 ' - 0 . 1 4 * - - 1 7 ' a 7 ' a l D E T A I L 9 4 8 ' 8 ' / i - + 7 - 0 4 . 1 1 1 7 4 7 ' a a - �% D E T A I L 1 0 4 8 ' 3 0 0 0 0 0 0 0 - - . ; 4 I " - D E T A I L 1 1 1 " - - 1 2 ' " + . 3 6 ' . 1 . 1 2 ' . 1 D E T A I L 1 2 1 8 ' - - - 1 2 ' D E T A I L 1 3 s e 1 8 ' a p i e 0 4 0 4 8 ' 0 O O �� 0 a { . , . D E T A I L 1 4 u F l a s - 1 4 1 2 3 L 1 O R 0 0 0 0 � 0 0 0 0 �% - a l 4 ' 1 D E T A I L 1 4 1 8 ' 1 4 4 ' 4 W ` i ' 4 8 . � 0 0 0 0 0 3 y S 1 4 4 1 / 2 M I . 1 4 4 ' 1 / 2 M I . a l 1 4 4 ' 0 0 1 3 0 0 D E T A I L 1 3 1 D E T A I L 1 3 D E T A I L 1 3 i D E T A I L 1 3 S T A T E O F C A L I F O R N I A D E P A R T M E N T O F T R A N S P O R T A T I O N C C Q ` t O f E S S / 0 h , / C . D . B A R T E L L N o 1 0 9 9 5 E x p 1 2 / 3 1 / 8 6 J ' C I V I L O f c x \ 7 0 D I S T . C O U N T Y R O U T E 0 4 S M 9 2 R 7 . 9 1 4 1 9 C H I E F , D I V I S I O N O F T R A F F I C E N G I N E E R I N G R E G I S T E R E D C I V I L E N G I N E E R N O . 1 0 9 9 5 D A T E A P P R O V E D 2 - 2 7 - 8 6 N O P A S S I N G Z O N E S - O N E D I R E C T I O N D E T A I L 1 5 4 ~ l e - 7 t - 0 1 0 - - - 1 7 - 0 4 - 7 a . 4 8 ' f&' : 8 1 / 2 . - 0 . 1 . " 0 I e - r ��l : 1 D D E T A I L 1 6 D 2 4 ' a o n t o 2 4 ' E l 4 8 ' e 1 1 8 . - 0 4 - 4 ' . 4 . 4 ' l . 8 ' " 1 " 2 4 ' D E T A I L 1 7 0 � 0 0 v o 0 0 0 1 0 0 0 0 0 3 0 0 0 0 0 1 : 1 1 t . . �� - 0 1 4 ' I ��- - _ 4 ��- - 1 2 ' �%; . D E T A I L 1 8 a . 3 6 ' w i e 1 2 ' S i r L 1 4 1 - 1 8 ' - 1 . 4 - 1 7 - 4 . 1 * 1 8 ' - 4 0 . 1 0 ' D E T A I L 1 9 I 0 2 4 ' . 1 . 2 4 ' V e s t 4 8 ' r . a _ ' . } 8 ' . , 1 8 ' 1 2 1 D E T A I L 2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 � - a ) 4 ' 1 - - 1 - 0 C O N T R A C T N . c o I a ) c o N O P A S S I N G Z O N E S - T W O D I R E C T I O N ( - D E T A I L 2 1 D E T A I L 2 2 D E T A I L 2 3 . 0 0 0 0 0 0 0 0 0 0 0 0 M - 0 2 4 ' � 2 4 f a 0 o r - 4 6 1 - 2 4 ' " T 2 4 ' a l 0 0 0 0 0 0 0 0 0 0 0 0 0 , " S T A N D A R D P L A N w , ^ c c P A V E M E N T M A R K E t S A N D T ' A F F I C L I N E S T Y P I C A L D E T A I L S " 0 v r w r n a _ o w W } ��m Q _ z z ��w 0 4 0 N 4 0 3 4 0 _ o z ��Q 4 c r I o o 0 z < I a M O I L O N O N 4 r ) < C ' ) C O < C C _ I a N 4 i s T O V ) t o o m w o < 0 4 - Z E L Y a _ z j m r . n o - 3 R S P A 2 0 A I F O R M D C O E - 9 2 - F F _ 1 . DETAIL 24 • DETAIL 25 —► LEFT EDGELINES (Divided Highways) Edge of traveled way •2 -Edge of traveled way ®—i- 48' ►� DETAIL 25A sari - DETAIL 26 DETAIL 27 RIGHT EDGELINES DETAIL 27A DETAIL 27B 24' 1 13(-71- 24'---0.1 Edge of traveled way ( Edge of traveled way 1 ® 4 I Edge of traveled way � 48' r Edge of traveled ay 2. s • Edge of traveled way LEGEND MARKERS 0 TYPE A White Non -reflective TYPE AY Yellow Non -reflective ® TYPE C Red -clear Reflective 1* LINES 4" White 4" Yellow 1 TYPE D Two-way Yellow Reflective TYPE G One-way Clear Reflective TYPE H One-way Yellow Reflective �— Direction of Travel No Scale DETAIL 28 MEDIAN ISLANDS 2' minimum 48' W,:‘& DETAIL 29 12' minimum �-- � 4' � 4' 1 24 00* 0®®O0®OE-, ®000tE00000� DETAIL 30 2' minimum 000000L10000004 E00000E00000E-T 2.4 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION REVISED STANDARD PLAN RSP A20 -A, RSP A20 -B, AND RSP A20 -C SUPERSEDE STANDARD PLANS A20 -A AND A20 -B DATED JULY I, 1984, ON PAGES 2 AND 3 OF THE STANDARD PLANS BOOK DATED JULY, 1984. DETAIL 31 DETAIL 32 To accompany plans dated June 29, 1987 DIST. COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS 04 SM 92 R7.9 15 19 CD 7it&t,58.- CHIEF, DIVISION OF TRAFFIC ENGINEERING REGISTERED CIVIL ENGINEER NO. 10995 DATE APPROVED 2-27-86 CC TWO-WAY LEFT TURN LANES x-12' 'f' 36' x y�4t�lKk 4.� t 12' 't' 36' tatta WARM �.— 24' DETAIL 33 01211 18'— 12' ► •1 24' 96' • • 36' 24' ►f' •}. 12' 4 SiMrSfed 10'-12'± 24' 4 24' D 96' r 24' 't' 24' .� 24' 0 36' sod 96' .1. E®0®0000®Q®0E000 E ® 0 00 0000 -+'14' I•- �+-18'— • m 12' —18' 00 © • E ®e0 24' 0 E00000000000E00000 �► r DETAIL 35 3'i� 1r taa 0 0 4$ 0 %OfESSION F; C.D. BARTELL No 10995 E:w 12/31/86 Jj CIVIL \4rE / OF CPOC • NO CONSTRUCTION CHANGES CONTRACT No. 0-4- 1 1 76.44 DATE ACCEPTED 8- 1 9- 8 8 AS BUILT RESIDENT ENGINEER Li Scot � 24'_«1 12" ►� 12'-x- -18'� 10'-12'f •••••••s4a'S}►• '9 • $$ 24' Y' 9 1 Iry 414 0000 - 4 18'— -12'---j--18'-1 10'-12'± 0000 INTERSECTION TREATMENTS resm 81/2'544181/2'407' +81/2' • -, ••• git —► 2 DETAIL 35A �-- 3" —► 1 24' ►1. 24' —ii I41--17' '1 7' b i� Centerline Intersecting Street eat 81/2'+ 7'14-81/2'4481/2' 481/2' it 24' 'i RPM it 7' I'.---17'--.1 1 1L3" t 24' k2.. Sim PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS RSP A20 -B 8-03V dsa t • • DETAIL 36 -Exit Ramp Neutral Area (Gore) Treatment 24' -L -Fa 2" !. 0 2„ v • 24' 2" 8" White Line ' r Edge Of Traveled Way (Mainline) , 4 DETAIL 36A -Entrance Ramp Neutral Area (Gore) Treatment --► See Details 27A,B 8" White Line a 2" See Detail 25A 4- 2" 24, DETAIL 37 -Lane Drop at Exit Ramps, L F 8" White Line DETAIL 37A r a 88 B 88 411 See Details 27A,B See Detail 25A Edge Of Traveled Way (Ramp) )j Edge Of Traveled Way (Mainline) D 90' /7 See Detail 8 (Type A°Markers Optional) Edge Of Traveled Way (Ramp) Repeat at 1/2 mile intervals 30' 30' 30' -16'31•3'1•12'11.13'146' 30' IC pg 90' 30' Repeat at 1 /2 mile intervals 30' -16'113'140 2'11143t6' 88 ® 88 88 ® 88 88 30' fi 6' cm 1- 0 2" 300'--r 300' a See Detail 36 v 30' •e6'61-3'106' 24'--j H 8 8 8 8 ® 8 8 388888l8ff 89 i) STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION To accompany plans dated June 29,1987 DETAIL 38-Channelizing Line } r .8" White Line Ia r 2' 9 Throu h Traffic —► 0 ►� 24' TD 2" faii DETAIL 39 -Crosswalk And Limit Line DETAIL 39A -Crosswalk 12" White Line } } 12" Yellow Line NO CONSTRUCTION CHANGES 1' C9 0 CONTRACT No co co 'I W 0 W a 0 F- a 0 D i 0 DIST. COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS 04 SM 92 R7.9 16 19 CHIEF, DIVISION OF TRAFFIC ENGINEERING REGISTERED CIVIL ENGINEER NO. 10995 DATE APPROVED 2-27-86 CC 4 RECESS DETAIL FOR REFLECTIVE PAVEMENT MARKER 9/16"-5/8" <O QROfESS/ C.D. BARTELL No 10995 Exp 12/31/86 Jf� CIVIL OF tiO Min. Mm. SECTION X -X - - [kJ— - 2' 1'-a1 Min. Min. PLAN ONE-WAY TRAFFIC X —I• Mn. Mn. Mn. ;IF AI REFLECTIVE FACE (TYPE 1) 1' . 2' Min. Mn. SECTION X -X PLAN TWO-WAY TRAFFIC (TYPE 2) \P • REFLECTIVE PAVEMENT MARKER IN RECESS t4 1/2"± 1/8' f , 9/16"-5/8" REFLECTIVE PAVEMENT MARKER IN RECESS X L4 1/2"± 1/8" REFLECTIVE PAVEMENT MARKER FOR RECESSED INSTALLATION 0.40' Mln. r-- .4 010.125- 0.44- Max - U c T/ NOTE: SEE TYPICAL DETAILS FOR i i O MARKER PATTERN. DETAIL 14 REQUIRES A TYPE 2 RECESS. LEGEND MARKERS O TYPE A White Non -reflective 0 TYPE AY Yellow Non -reflective IT TYPE C Red -clear Reflective LINES raigSSia 4" White 4" Yellow 0 El I in � N LaSaLSSZ TYPE C & TYPE D TYPE D Two-way Yellow Reflective TYPE G One-way Clear Reflective TYPE H One-way Yellow Reflective -0-- Direction of Travel No Scale 0.40' Min.* I —4.0•}0.125"—� 0.44- Max. ffi • O Nj pa REVISED STANDARD PLAN TYPE 0 & TYPE H RSP A20 -A, RSP A20 -B, AND RSP A20 -C SUPERSEDE STANDARD PLANS A20 -A AND A20 -B DATED JULY I, 1984, ON PAGES 2 AND 3 OF THE STANDARD PLANS BOOK DATED JULY, I984. PAVEMENT MARKES AND TRAFFIC LINES TYPICAL DETAILS RSP A20 —C 3-OZV dSa .111 --- T -- P _ M6" hex. head bolt with flat washers, fiber washer, nut and jam nut. O 3/8 `, holes SECTION B -B I - 1 r -.1- 2L8" c. to c 1" hex. head bolt with flat washers, fiber washer, lock washer and nut. • 4t ate zzs s azv - r : z . - a rs a r -Al 111 lL1 L lx Ix I/8 brace. Required for unbalanced signs greater than 36" width. ,3 "x 3/8" slot in angle only J " 0 s 44 UNBALANCED :AN Length of sign panel " B" ."C" Post spacing Overhang rl 1 i 21/2 holes for 6x8"post 2" holes for 6"x6" post-" /7 I. L1 "B" Overhang 1 ' I , V,I --, lt Splice line ELEVATION a- LJ B a, 0 E 0 • • SECTION C -C Mox. width rectaneular sign .54" BALANCED Wood block TO ACCOMPANY PLANS DATED I' 11 11 ,� I x4xOI -6 for 24"- 36, / width signs 18 or more I1/2"x4 x0I- 6 for 37"-54" width signs in depth. No blocks on signs less than I8" in depth. See Note 2. Attach sign to post with bolts at top center and bottom Sign panel SINGLE POST INSTALLATION Detail "A" Approx. l4 panel height Post " c. Panel bolts S w to Note: Bolt hole layout is dependent on type of panel. Drill holes in post to match panel furnished. TWO POST INSTALLATION LJ END VIEW ( See note below) • • • • S. 1/2" hexhd bolt with flat washers, nut and jam nut. • • • SECTION D - D Nail block to post at mid -depth of sign END VIEW 4"x 4" Post 4"x6 Post .L - 1r t Brace each post. 2`x 6"for brace length 8' or less. 4` x 6• for brace length over 8' long. CL. Post ' 's Ns -Same as above bolts I L r— 6"x 6" BREAKAWAY FEATURE �Dnll 21/2" holes in 6"x 8" post and 2" holes in 6"x 6" post. Orient hole axis parallel to axis of sign. Note: Use brace only when specified on sign format sheets. BALANCED 2111" x7-17/8" 1'-II/2" gig 10/2 re) Ln O PLAN Strip I X4/16 I Max. diamond 2V8" 3/8"$ hole for 5/16" hex. hd. bolt with flat washers, fiber washer nut and jam nut. 1� ELEVATION BACK BRACE DETAILS (See Note 2) Hexhead bolt 1 Flat washer Fiber washer 5/i6" 3/8 " DETAIL A Flat washer,nut and jam nut June 29, 1987 NO CONSTRUCTION CHANGES CONTRACT N. CD4 - 1 1 76 44 g -19 -ea DATE ACCEPTED 3/8" x 13/4" slot for '/4" hex. hd. bolt with flat washers, fiber washers, lock washer and nut Same as above bolt AS BUILT RESIDENT ENGINEER J Scott Post Embedment Post Size • E • 4"x4" 3.5' 4" x C 4.5' 6" x 6" 5.0' 6"x 8" 6.0' NOTES: 2. DIST COUNTY ROUTE POST MILE Sheet No. Total 04 _ SM 92 R7.9 17 19 ief, Office of Structure egistered Civil Engineer March 7, 1986 Date Approved POST SPACING TABLE SIGN PANEL LENGTH ' SIGN PANEL OVERHANG POST SPACING "A" "B" •Ce 4'_8", 51-0" & 5,-6" 711, 9" & 1211 3I-6" 6'-0"& 61-6" 12" & 15" 4'-0" 7'--0"&•7'-6" 15" & 18" 4'-6" 8' - 0" 18" 51-0" 81-6" 20" 51-2" 91 -0" 22" 51-411 9' - 6" 2311 6-8" 10' - 0" 24" 6'-O" Id -6" 24" 61-6" I I'-0", 11'-6" & 12'-0" 24", 27" & 30" 7'-0" 12' -6" 30" 71-6" 13' -0" 30" - 8'- 0" I3'-6"& 14'-6" 30"& 36" 8'-6" 14'- 0" & 15'-0" 30" & 36" 91-0" 15-6" & 16'- 0" 36"a 39" 9'- 6" 16' - 6" ' 39" l0' -O" 17'- d' & 17'- 6" 39" a 42" I0'- 6" 18'- 0" & 18:- 6" 42" a 45" I I'- 0" 191- 0" 45" I I'- 6" u 1 u 19'-6 a 20-0 n 48" 45 & " 12'-0 201-6" & 21'-0" 11 11 48 & 5I 1 11 I2 - 6 21'- 6" 51" 13'-0" 22'- 0" & 22'- 6" 51" a 54" 13'- 6" 23'-0" 54" - 14'- 0" 23'-6"& 24s-0" 54"a 57" 14'-6" Place long dimension of post cross section normal to sign axis. Balanced single post installations of unframed single sheet aluminum panel signs shall have blocks if 18" or more in depth and a combination of blocks and back braces if 18" or more in depth and 34" or more in width. Sign panels less than 18" in depth and 34" or more in width shall have back braces only. 3. For post size see sign layout, format or quantity sheets. 4. Balanced single post installations of Laminated Panel and Framed single sheet panel signs require back braces when 34" or more in width. 5. Breakaway feature for single post installation shall be the same as the breakaway feature shown for the two post installation. STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION REVISED STANDARD PLAN RSP S42-15 SUPERSEDES STANDARD PLAN S42-15 DATED JULY 1, 1984, ON PAGE 191 OF THE STANDARD PLANS BOOK DATED JULY, 1984. Diameter for single sheet aluminum panel signs. Diameter for laminated panel signs or framed single sheet aluminum panel signs TYPICAL INSTALLATION DETAILS NO. 2 RSP S 42 ROADSIDE SIGN WOOD POSTS • 15 1 x x x x x I t • 6' 0" 1 12 INCH GRID T 12" A=42 SQ. FT. TYPE III (L) ARROW L (FOR TYPE III (R) USE MIRROR IMAGE) • MINOR VARIATIONS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER. -40 1 11,-0" 11 12 INCH GRID 12" A=73SQ. FT. TYPE III (B) ARROW 7'-0" 12 INCH GRID 12" A=45SQ. FT. TYPE 11 (L) ARROW O N (FOR TYPE 11 (R) ARROW USE MIRROR IMAGE) To accompany plans dated June 29, 1987 • I 10,-0" 12 INCH GRID 12"Hi - A=59 SQ. FT. TYPE 11 (B) ARROW Y NO CONSTRUCTION CHANGES DIST. • COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS 04 SM. 92 R7.9 18 19 Cs) CHIEF. DIVISION OF TRAFFIC ENGINEERING REGISTERED CIVIL ENGINEER NO. 10995 DATE APPROVED January 6, 1986 CONTRACT N.. 04- I 17644 DATE ACCEPTED Sr 19 -8 8 AS BUILT IlEswiNr 00111111 U Sao+j i49 Qi QROFESSI h, D. BARTEL No •1d995 1gawl 2/31/88 CIVIL \OF CAL�Ej • 12 INCH GRID —0-112" - A=25 SQ. FT. TYPE 1 (1 8) ARROW STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS ARROWS NSP A -24A O+Mil OC-OE-92-PF (REV. 10/86) Fr,/4 Ut (DUCE D PLANS 0' 1 2 3 '1RI(,RNA( SCALE IS IN INCHES I 1 1 I 1 1 0 t • s 1 1 T I I L4 2" NOTE 1 • A=43 SQ. FT. 4s T t 11 . /j 1 1' A=35 SQ. FT. A=10 SQ. FT. [8» 4" 4" 8" • 4" (1) IF A MESSAGE CONSISTS OF MORE THAN ONE WORD, IT SHOULD READ "UP", I.E., THE FIRST WORD SHOULD BE NEAREST THE DRIVER. (2) THE SPACE BETWEEN WORDS SHOULD BE AT LEAST FOUR TIMES THE HEIGHT OF THE CHARACTERS FOR LOW SPEED ROADS, BUT NOT MORE THAN TEN TIMES THE HEIGHT OF THE CHARACTERS. THE SPACE MAY BE REDUCED APPROPRIATELY WHERE THERE IS LIMITED SPACE BECAUSE OF LOCAL CONDITIONS. IC -2- (REV. 10/E5) A=42 SQ. FT. } 1 Air A=31 SQ. FT. J A=32 SQ. FT. 4" IN1111111111111111►1 111111111111111111111111' 1111111111111111111111k 111 11111111111111111111111 1,11111111111111111111 11111111101111111111111 1111111111111111111111 1I11111n11111111111 111111111nnin111U 11111111111111111111111111 1111111111111111111 1 A=24 SQ. FT. 11 4 A=24 SQ. FT. 8" 4" 411 A=19 SQ. FT. 4" (3) MINOR VARIATIONS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER. (4) ALL LETTERS SHOULD BE IN CONFORMANCE WITH THE "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS" PRINTED BY U.S. DEPARTMENT OF TRANSPQRTATION. (5) PORTIONS OF A LETTER, NUMBER OR SYMBOL MAY BE SEPARATED BY CONNECTING SEGMENTS NOT TO EXCEED 2" IN WIDTH. / 1 To accompany plans dated June 29, 1987 A= 23 SQ. FT. 4" 1 A=26 SQ. FT. 4" A=26 SQ. FT. r 4" A=19 SQ. FT. 4" A=21 SQ. FT. 4" A=18 SQ. FT. 11 DIST. COUNTY 04 SM ROUTE 92 1 POST MILES TOTAL PROJECT R7.9 SHEE*,I TOTAL NO. SHEETS 19 19 CHIEF, DIVISION OF TRAFFIC ENGINEERING REGISTERED CIVIL ENGINEER NO. 10995 DATE APPROVED January 6, 1986 4" A=20 SQ. FT. y . 1 A=5 SQ. FT. V 0 • u a O co co 0) I DATE ACCE►TED WORD MARKINGS ITEM SQ. FT. ITEM SQ. FT. ITEM SQ. FT. ITEM SQ. FT. XING 21 BUS 20 BIKE 5 PED 18 AHEAD 31 SCHOOL 35 SLOW 23 COMPACT 10 ONLY 22 SIGNAL 32 STOP . 22 RUNAWAY 43 LANE 6 TURN 24 LEFT 19 VEHICLES 42 RIGHT 26 HERE 26 WAIT 19 YIELD 24 I. Al 11E (ri,CFO PLANS 0 1 2 3 INKIM/AL SCALE- IS IN WX.►£S I 1 1 1 1 1 i II 4" 2" J'J.\ \'4l, rJ i it&OFESS/ C.D. BARTELL No. 10995 Exp12/$1/88 CIVIL AN.. OF UV' A=22 SQ. FT. 1 A=6 SQ. FT. 8" A=22 SQ.FT. / STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS WORDS 4" 8" NSP A -24C z• cn N • Y.;. -- .4.>$41