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HomeMy WebLinkAbout3007-2CONSTRUCTION NOTES O 1. CONSTRUCT 8" CURB AND GUTTER PER CALTRANS STANDARD A87 TYPE A2-200, PER DETAIL SHEET 7 2. CONSTRUCT 6.5" A.C. OVER 12" COMPACTED NATIVE MATERIAL (95%) 3. CONSTRUCT 6' SIDEWALK PER CITY STANDARD 1015 4. PROVIDE HEADER CUT. CONSTRUCT A.C. OVERLAY A MINIMUM OF 0.10' THICK AT EXISTING EDGE OF PAVEMENT AND FEATHER FOR THIRTEEN FEET 5. REMOVE EXISTING POWER POLE 6. REMOVE EXISTING PALM TREES 7. REMOVE EXISTING CURB/DIKE AND SIDEWALK AND SAWCUT TWO FEET MINIMUM FROM EXISTING EDGE OF PAVEMENT 8. RELOCATE EXISTING UTILITIES 9. CONSTRUCT 12" RCP CULVERT, D=2000 AND CONNECT TO EXISTING GRATED INLET STRUCTURE. ENCASE PIPE WITH CONCRETE BACKFILL 10. CONSTRUCT DRIVEWAY PER CITY STANDARD 102C, WIDTH AS SHOWN ON PLAN 11. CONSTRUCT UNDER SIDEWALK DISCHARGE STRUCTURE PER CITY STANDARD 124-A, SIZE 5 12. CONSTRUCT CURB INLET STRUCTURE PER CITY STANDARD 121. TO BE CONSTRUCTED DURING ON-SITE GRADING 13. CONSTRUCT BUS BAY PER CITY STANDARD 1014 14. CONSTRUCT HANDICAP RAMP PER CITY STANDARD 1006 15. SAWCUT AND REMOVE AC AS SHOWN 16. PROTECT EXISTING STRUCTURE IN PLACE 17. SAWCUT EXISTING SIDEWALK AND JOIN WITH PROPOSED SIDEWALK 18. INSTALL STREET LIGHT PER CITY STANDARD 1016, 22,000 LUMEN, 200 WATT # 20 19. INSTALL FIRE HYDRANT 20. CONSTRUCT CURB INLET STRUCTURE AND LOCAL DEPRESSION PER CITY STD. 121 AS MODIFIED IN DETAIL "A" N O O N 0 0 Y POWER POLE - W - N N GAS LINE - S - U H �-_ U H t0 a W w o ® MAN HOLE /IrrMrM�rMl�r11�#�> 11MM����#M�rIF�'�MM MMarMr.M�r.Mr...M1.r'"'M"' O + 4- LO LL_~ M 00 INLET GRATE 11•r\'.��'r. 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Ma�1 �:� wwMr #r�wM11r1nMMrw�nrMrw MIMrrMlMrrrMrrlrMrrlrllMMrrl w1rM"Mrrw IwwMrrrlMrsrrMl>.wraMw�� Ml�r** rI�MMr�; snow =Ma1�MMrrwlll�rr! �1Mr11r//MMIrM��MIrMIrt•11-MI#M/rrrrllrlwlM�I�MM, w�"MM1A���#�M�..wrAwIMIr11�wIMM1�wIr1��.1 M�rrI�MiMMrMMIMIMIMr/#rrlal/rr�MMr�1ism INMEM ME �w1rr1 �rMlrM�lr ���mlMMwO�1#IF�MMMIMME�IMIl1"IrAIr WE 770+00 40' 7' IN 6.5' 2' 38' 4' 3' VARIES VARIES 3.67% TO 4.97% 2.41% TO 3.89% VARIES 6' TO 13' VARIES 11' TO 18' 14' 2 -%-yrs int 4 - - _ __-__-__-L Li J 1 4 7 EXISTING EXISTING MEDIAN CURB PAVEMENT FOOTHIILL BOULEVARD NO SCALE T. 1. = 10.5 TYPICAL SECTION BENCH MARK Q SAN BERNARDINO COUNTY DESIGNATION 506 S.P.S.N. (GS 7-11). NORTHEAST CORNER OF FOOTHILL BLVD AND PALMETTO AVE; BRASS DISK 2' NORTH OF EAST CURB FDIAL TWO WORKING RETURN OF PALMETTO AVE. RF R(1RF neve urmoc ELEVATION 1320.64 I TOLL FREE ��1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C:\Land Projects\01-Od\Road\CURRENT\FOOTHILL.dwg 12/31/01 04:00:11 PM PM PST REV. 94) REVISION DESCRIPTION 771+00 772+00 EXISTING SIDEWALK EXISTING R/W ih 12"W 12-w EXISTING SIDEWALK - - - - EXISTING ~CURB AND GUTTER a"s m a's 2"G 2"G EXISTING MEDIAN CURB r` NOTE: ALL WORK WITHIN THE STATE HIGHWAY RIGHT OF WAY SHALL BE TO STATE STANDARDS CLIRVIF DATA CURVE RADIUS DELTA LENGTH TANGENT 1 35.00' 89'55'52" 54.94' 34.96' 2 53.00' 22'37'12" 20.92' 10.60' 3 77.00' 1 22'37'12" 30.40' 1 15.40' 4 65.00' 1 22'37'12" 25.66' 1 13.00' DATE I ENGR. I CITY I DATE 773+00 a"s 2"G 74 4 7 EXISTING AC DIKE ea 774+00 N a0 Oi 18 10 AC PAVING JJ L� TON r 18 27 rN 3 O 3 � N SIDEWALK U 12 °' M� N LO 0 f6 + 14 M + w N L) O EA N� 2"G � 11 I N 89'42'59" E 775+00 776+00 rn 18 O t`N AC PAVING 167 TON AC OVERLAY 27 0) SIDEWALK 2402 °' wlr i•,r..,orrs, LO PO 14 16 w N 0 O EA N� 1 EA Oi 0: LF 3 M Ki co+ LL_ LO 2 M C*4 12" RCP PIPE uj N LOCAL DEPRESSION WLO EA TRAFFIC SIGNAL 1 EA ROAD SIGN 3 EA UNDER SIDEWALK DRAIN PROPOSED R/W '0 ') 0 � T_ U U N • 13 U N U ,n N '`1 CD '- 10+81.5 o' m in w 0 00 z TC 20.a. i :' Q 8 16 M 2rG ul) U) N N 06C rnr7 M rx 01� to a; 0i + Mu- m a 2"G FOOTHILL BOULEVARD W S SCALE 1"= 40' GRAPHIC SCALE E 40 0 20 40 80 �o QROFESS/ pNq� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,��`� �c�E-N D. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Q= NO. 30171 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP MAR 31, 2004 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. xqTF C /OF CAL�F���\P ( IN FEET ) 1 inch - 40 ft. 160 777+00 D ESTIMATE OF QUANTITIES 8" CURB AND GUTTER 358 LF AC PAVING 167 TON AC OVERLAY 27 TON SIDEWALK 2402 �..MI�A wlr i•,r..,orrs, ,,�.s.-�;J SF EXCAVATION 250 YDS HANDICAP RAMP 1 EA CATCH BASIN W=4' 1 EA SAWCUT AC 350 LF FIRE HYDRANT 1 EA STREET LIGHTS 2 EA 12" RCP PIPE 37 LF LOCAL DEPRESSION 1 EA TRAFFIC SIGNAL 1 EA ROAD SIGN 3 EA UNDER SIDEWALK DRAIN 1 EA • FOOTHILL BOULEVARD W S SCALE 1"= 40' GRAPHIC SCALE E 40 0 20 40 80 �o QROFESS/ pNq� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,��`� �c�E-N D. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Q= NO. 30171 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP MAR 31, 2004 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. xqTF C /OF CAL�F���\P ( IN FEET ) 1 inch - 40 ft. 160 777+00 D ESTIMATE OF QUANTITIES 8" CURB AND GUTTER 358 LF AC PAVING 167 TON AC OVERLAY 27 TON SIDEWALK 2402 SF DRIVEWAY APPROACH 438 SF EXCAVATION 250 YDS HANDICAP RAMP 1 EA CATCH BASIN W=4' 1 EA SAWCUT AC 350 LF FIRE HYDRANT 1 EA STREET LIGHTS 2 EA 12" RCP PIPE 37 LF LOCAL DEPRESSION 1 EA TRAFFIC SIGNAL 1 EA ROAD SIGN 3 EA UNDER SIDEWALK DRAIN 1 EA DEMOLITION AND RELOCATION REMOVE TRAFFIC SIGNAL 2 EA RELOCATE WATER METER 1 EA RELOCATE PULL BOX 6 EA REMOVE POWER POLE 2 EA REMOVE PALM TREE 4 EA REMOVE SIDEWALK 4440 SF REMOVE CURB 250 LF REMOVE AC DIKE 123 LF REMOVE AC 1971 SF ESTIMATED COST IN CALTRANS RIGHT OF WAY -- S196,146 C4 PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA TUTTLE ENGINEERING Civil Engineering Surveying Land Planning - Improvement Design 800 E. LUGONIA AVE., SUITE K (909) 798-6785 STREET IMPROVEMENT PLANS YM BY - AWT FOOTHILL BOULEVARD SCALE. 1 =40 " , DESIGNED BY: WDT DATE: SEP 19, 2001 REDLANDS, CA 92374 FAX (909) 798-1343 FROM PALMETT UE TO 370' WEST M Z 2 CHECKED BY: f4d& TWS 0 Y, ' DRAWING NO.: 3 0 0 7 12 WARREN D. TUTTLE R.C.E.30171 DATE cl FN(:INFFR R C F fi1159 nATF-