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<br /> DIST COUNTY ROUTE POST MILES SNfET ; TOTAL
<br /> TOTAL PROJECfi N0. SHEETS
<br /> 10 SJ, TUO" 4,
<br /> 99v 1 1200 v Var 8 8
<br /> PAINT TRAPi:iC: STRIPE' Faw�
<br /> REGISTERED CIVIL ENGINEER4�
<br /> x
<br /> �c
<br /> TRAFFIC LINE DETAIL :, tLFi PAINT= ?RAIC
<br /> LOCATION STRIPE' (2 COATI 5-22-89 P.L. sicw�r '
<br /> (LF) PLANS APPROVAL DATE No'
<br /> 8 12 13 14 22 .25 25AI 27A 36 38:j 42 TOTAL NOTE. Deta l' I s 13 and 14 are * EX• 9/30/99
<br /> A 280 1 I . 3.50 500 12, 130 ' Pavement :markers on I y s�grF CIVIL
<br /> B OFca��F
<br /> 210 4, 306 288 49- 594 4t752 210 320 100086 and are not included
<br /> C 3o830 .1 288 4, 118 4. 118 8, 236 In ' Paint Traffic Stripe'
<br /> D 1 2, 500 2, 5OO
<br /> E 5, 423 6, 864 13, 728 80 26. 095 Totals CONSTRUC�fI © N ` ARCA SItNS
<br /> TOTAL (LF ) 210 5o423 6, 864 8, 712 280 36, 448 210,1400-1500 Re-stripe as Existing except LOCAT ION A PM EA SIGN SIZE POST
<br /> o TOTAL 59, 047 L as shown . on the Pians or SJ-4r EB 18. 1 2 CIB 48' x 48' S' ( 4 ' x6' )
<br /> Directed by the Engineer m
<br /> SJ- 4, WB 18. 1 I C13 485 x Ig' S
<br /> w W SJ-26, WB 0. 10 2 C18 48' 'x 48' S (4 ' x6' -)
<br /> 0 w SJ-26, EB 0. 10 1 C13 48' x 18' S
<br /> w d SJ-49 WB 19. 6 1 C18 48' x 48' S (48x6' )
<br /> X w SJ- 4p EB 19. 6 1 C13 43' x 18' S
<br /> c City Street Intersections 8 C18 36' x 36'
<br /> p LOCATION `B
<br /> THERMOPLASTIC' PAVEEMENT� MARKI,NS }:
<br /> SJ-991 SB 18. 3 2 C18 72' x 72 ' S ( 4` x6 ' )
<br /> SJ-99, On Ramp- from? Main St 18, 12 1 C18 36' x 36' S
<br /> X-WALK TYPE II TYPE 1 .1 1 , TYPE V TYPE V1 AHEAD LEFT TURN LANE SLOW SCHOOL WB 1 , 0 I C13 48' x 18' S
<br /> o �- r
<br /> LOCATION SIGNAL . XING SJ-26,
<br /> wmYELLOWY (LT) ARROW (LT) ARROWARROW ARROW
<br /> Co0° SJ-99, On Romp from Charter Way 18. 0 1 C18 48` x 48 ' S (4' x6' )
<br /> ? Uj Y A 600 2 15 1 2 2 SJ-99, Off Ramp to Farman on - Rd 17. 2 I C13 48' x 18' S
<br /> � N w B SJ-99, SB 17. 0 2 C13 60` x 24 ' S (4' x6' )
<br /> LOCATION C
<br /> U G 1 c SJ-99, SB 2 C 18 72' x 72' S (48x6' )
<br /> D 360 3 I 2 2 2 ! I I 22. 1
<br /> E 1 3 SJ-99, Off Ramp to Calaveras River OC 22. 07 1 C13 48' x 18' S
<br /> TOTAL 960 LF 2 EA 19 EA 2 EA 3 ea 2 EA 2 EA 2 EA' 2 EA 2 EA EA I EA 1 EA SJ-990 on Romp from Calaveras River OC 21 . 98 1 C18 48' x 48' S ( 41x6 ' )
<br /> TOTAL 1960 SO Fj 90 SO FT 798 SO) FT 66 'SO : FT' 126 SB FT 64 SQ FT162, SO FT 38 'SO FT 48 :_S0 - FT- 45-'SQ F7t23 SO FT 35 SO FT 21 SO FTJ SJ-99, Off Ramp to Wilson Way 21 . 75 1 C 1 3 48' x 18' S
<br /> oc SJ-99, Off Ramp to Cherokee Rd 20. 82 1 C13 48' x 18' S
<br /> W Total Thermmop l asttc� Pavement Marking 2, 379 SO FT
<br /> x-- -
<br /> SJ-99v SB 20. 72 C13 60' x 24 ' S (4 ' x6' )
<br /> LOCATION D
<br /> W N SJ- 120, EB 16, 8 1 C18 48' x 48' S (4 ' x6' )
<br /> I-
<br /> SJ- 1209 WB 16. 9 1 C13 48' x 18' S
<br /> E...
<br /> SJ- 120, WB 18. 2 1 C18 488x 48' S (4 ' x6' )
<br /> a
<br /> SJ- 120p EB 18. 1 1 C13 48' x 18' S
<br /> o
<br /> ASPHALTIC EMULSION COLD PLANE ASPHALT ASPHALT? t'C'ONCR.ETE IMPORTED MATERIAL cit Street Intersections 20 C18 36' x 36'
<br /> v ( PAINT S1*01I"R ) CONCRETE PAVEMENT (OPEN GRADED ) (SHOULDER BACKIN41) LocaTloN E
<br /> LOCATION TONS LOCATION SO YDLOC IMPORTED MATERIA Tuo- 120 EB 11 . 8 1 C18 48 ' x 48" S (48x6' )
<br /> A 10. 4 A 700 C 1 ON `"T4N310
<br /> S LOCATION STA
<br /> TONS Tuo- 120, WB 11 . 9 1 C13 481 x 186 S
<br /> Tuo- 120, WB - I . 2 1 C 1 8 484x 48' S (4 ' x6' ) l
<br /> z B 5. 7 p 6, 710 A 48 100 Tuo- 108, WB L 1 . 5 I C 1 8 481 )< 48' . S (4 ' x6' )
<br /> z UA C 7. 3 TOTAL 7, 410 B 72 150 -
<br /> -o . M D 7. 4 C 69 140 Tuo- 108, EB L I . 4 I C13 48 x 18 S
<br /> s
<br /> ILE 1 1 . 9 p 21 NOTES. I • The exact Sign Locat on ( including distance
<br /> I°O O TOTAL 42. 7 E 15 30 from the Edge of-.Pavement ) will be determined
<br /> 0
<br /> x
<br /> 116
<br /> W TOTAL 225 420 in the Field by the Engineer
<br /> VIC F210
<br /> 2 . S - Stationary Signs (Post Slze if other than
<br /> o O Standard )
<br /> F- PAVEMENT MARKER ASPHALT CONCRETE
<br /> W REFLECTIVE NON-REFLECTI'VE THERMOPLASTIC TRAFFIC :, eeTRIPE (LR ) (TYPE B )
<br /> LOCATION D H G C' A AY4 , 4` 81
<br /> Lu O A 634 12 52 TRAFFIC Li NE DETAIL NO (BROKEN.JR ILPE LOCATION TONS
<br /> eI� TRAFFIC C TP.AFF i C
<br /> 0 0c. B 96 128 ` 8 383 LOCATION 22 23 32 33 36 38 STRIPE .36- 12 ) STRIPE A 2o230
<br /> ' C 86 92 8 344 A I , 600 4 6*00 175 850 '`12, 400 9, 200' I ; 025 B I , 170
<br /> '� 1 , 019
<br /> z D 530 9 384 D 900 150 3, 700 55.0 200 9, 200 7 400 200 C
<br /> o E 572 1 1 7 TOTAL 2, 500 - 8, 300 175 1 050 21 ,:640 16; 6a0` I 225 D 1 , 547
<br /> TOTAL I , 736 194 1398 ; 16 727 ` 384 NOTE E 2, 430
<br /> w REFLECTIVE 2 344 EA I . Pay Quantities fcr Thermopiwat1c Tra:`fic Stripe TOTAL 80396
<br /> x o NON-REFLECTIVE 1 , 111 EA are obtained by adding the Lengths of each
<br /> W Individual. Solid or Broken Line :comprising the .L Drata 1 I . SUMMARY° O QUANT8
<br /> 11— There are approximately 3, 200 Pavement
<br /> Markers to be removed
<br /> FOR -IREDUCED PLAN'S 0 2 3
<br /> Forte Dc-M-sg-Pplacv. 3/88> ORIGINAL SCALE' iS tN iNCHES' LNO CHAIQ GE73 ICU 10200 1EA 395201 -4016
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