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SANTA ROSA ROAD CONNECTOR ROAD
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OVERLAY 2" TYPE B 1/2" AC
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ON PAVEMENT FABRIC 2" TYPE B 1/2" AC OVERLAY TYPE A AC DIKE
CLASS II ABOVERLAY 2" TYPE B 1/2" AC MATCH EXISTING GRIND EXISTING AC ON PAVEMENT FABRIC E
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SECTION C-C' SECTION D-D' SECTION E-ESECTION A_AV
OLD SANTA ROSA ROAD OLD SANTA ROSA ROAD-CONNECTOR ROAD SANTA ROSA ROAD-CONNECTOR ROAD OLD SANTA ROSA ROAD
NTS NTS NTS NTS
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TYPE A AC DIKE
NOTICE!
THE CONTRACTOR SHALL NOTIFY ;"•
UNDERGROUND SERVICE ALERT (USA)
1-800-642-2444 EXISTING AC—�--` :::• • -. `� t :�
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NOT LESS THAN 2 WORKING DAYS • �'^` EXISTING GRADE
TYPE A AG DIKE EXISTING BASE--�-°Y=�~J'- �= ��.='�
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1 OLD SANTA ROSA RDAD STA 1000 SURVEY MARKER, TOUCHON LS 4845 MATCH EXISTING
2.0w a - .. OLD .SANTA ROSH ROAD CONNECTOR ROAD STA 2000 4 AssMUED ELEVATION 100.0o STA 9+35.4
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CONSTRUCTION NOTES GENERAL NOTES
1 OVERLAY OLD SANTA ROSA ROAD BETWEEN SANTA ROSA ROAD ETW AND STA 9+35.4 WITH 2"TYPE B 1/2°' 1. ALL CONSTRUCTION WORK AND INSTALLATION SHALL CONFORM TO THE STATE OF CALIFORNIA
AC ON PAVEMENT FABRIC (PAVEMENT REINFORCING FABRIC PER CALTRANS STANDARD SPECIFICATIONS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS DATED 600,
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88-1.02) PER SECTION A-A'. MAY 2006. 2" TYPE B 1/2" AC OVERLAY
ON PAVEMENT FABRIC GRIND EXISTING AC
' ROSA ROAD TO A DEPTH OF 2" AND MATCH WITH OVERLAY PER SECTION G—G'. 2. BOLD FACE PLAN SYMBOLS ARE NEW CONSTRUCTION. HALF—TONE SYMBOLS ARE EXISTING. AND MATCH
2 GRIND 2 OF SANTA OS
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3 GRIND OLD SANTA ROSA ROAD TO A DEPTH OF 1" FROM STA 9+41.4 TO STA 9+35.4 AND MATCH WITH �_'` _ _• ^44 =• f _. - . ` _`
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•�, OVERLAY PER SECTION H-H PAVEMENT FABRIC, ~;..:• >,b: },�y�:�.:�.���:-•,•,`Y=:�«��-:�.«' ::`'-�,;1:afy�;�'�'�'::=;ti�-:s
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[4] SURVEY MONUMENT TO BE PROTECTED IN PLACE OR REFERENCED AND RESET.
EXISTING BASE
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[5] REMOVE EXISTING AC.
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N 6 CONSTRUCT PER STRUCTURAL SECTION SHOWN ONSECTION B—B'. MATCH PER SECTIONS C-C' AND D—D'. SECTION H—H'
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7 GRIND 3' OF SANTA ROSA ROAD TO A DEPTH OF 3" AND MATCH.
OLD SANTA ROSA ROAD
NTS
8 CONSTRUCT TYPE A ASPHALT CONCRETE DIKE ON AC SURFACE PER CALTRANS STANDARD PLAN A87B AND
SECTION B—B'.
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U W LINE FOR CROSS DRAINAGE. ONLY.
L 9 PROVIDE 2 cuT IN Ac DIKE AT FLOW o THIS PLAN ACCURATE FOR PAVING WORK
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0 10 MATCH EXISTING AC DIKE AS DIRECTED BY ENGINEER. R E V I S 1 O N S
c* SANTA ROSA RD/OLD SANTA ROSA ROAD
Ic— NO. BY DATE D E S C R I P T 1 0 N
0 11 CONSTRUCT TYPE A ASPHALT CONCRETE DIKE ON AC SURFACE PER CALTRANS STANDARD PLAN A87B AND
cb 0 5' o' 20' SECTION E—E'. INTERSECTION PAVING PLAN
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• „_ 12 CONSTRUCT TYPE A ASPHALT CONCRETE DIKE ON AC SURFACE PER CALTRANS STANDARD PLAN A87B AND ' i� 08009 Q�pFESS/ CITY OF ATASOADERO CA
SCALE. I"=10' SECTION F—F'. = ASSOCIATED TRANSPORTATION ENGINEERS ��° P�° apo
� _ � 100 N. Hope Avenue, Suite 4, Santa Barbara, CA 93110 • (805)687-4418LU m
SHEET:
13 CONCRETE MONUMENT TO BE PROTECTED IN PLACE.
No.18030 ACCEPTED
C-1
O, Exp.6-30-09
00
AT THIS LOCATION.
0 [14] TRIM OAK TREE LIMBS 6 FEET ABOVE GRADE r-- qr 1 v �`� DRAWN BY: DESIGNED BY: CHECKED BY: SCALE: JOB NUMBER SHEET N0:
N R.C.E. 18030 EXP. 6/30/09 DATE 4/22/08 F OF CA�XF STEVEN B. AHN, CITY ENGINEER, (RCE 42350, EXP. 3/ /0 DATE JSL/AMZ JSL RLP AS SHOWN 08009 20F 3
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