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HomeMy WebLinkAbout3389-2A1-150(6) AND A1-200(8) w w `f (;URB AND GUTTER -- BARRIER z z z ..J J M 120-1 20 - 1 I (� Z- m -- m E E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION E 150 mm v E 150 mm W 13.5 15.0 to r 6-) 2t.0 JTOTAI U BATTER 3:12 ATTER 3:12 -X 30.0 v SLOPE 8.39 z 126 E 20' 25' E= E� 40' 45 0 2 to 60' in 0 80' A1-150(6) AND A1-200(8) E 150 mm W (6") BATTER 3:12 SLOPE 2.0% LEVEL I_25 mm w z J m 50 mm 150 mm 6 MIN 6 20 mm (3/4") R BATTER 3:12 v BOTH SIDES JE D1-150(6) AND A3-150(6) AND A3--200(8) (i )mm D1-200(8) NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS \ z THE CURB FACE (CF) HEIGHT, mm (INCHES). E _' #10M x 250 mm 2. GUTTER WIDTH, W, IS 600 mm (24) E 150 mm CO � ®1000 mm OC UNLESS OTHERWISE SPECIFIED. E 3. TYPES Al, A2, A3 AND C1 SHALL BE 'C' E 6 CJ {#4 x 10" ®4' OC) GROUTED IN PLACE CONSTRUCTED FROM PCC. BATTER 3:12 4. TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE. c) 20 mm 5. TYPE C1 CURB SHALL BE ANCHORED WITH �(3/4") STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 75 mm (3") 6. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A 15 mm (1/2") RADIUS. 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. USE EITHER Cl -150(6) AND C1 --200(8 METRIC OR ENGLISH VALUES, AS REQUIRED, BUT NOT BOTH, EXCEPT THAT ASTM 615 REINFORCING STEEL MAY 29 BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER w (;URB AND GUTTER -- BARRIER z COAAMrrrEE 1981 M 120-1 20 - 1 I (� REV. 19% E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION E 150 mm W (6") BATTER 3:12 SLOPE 2.0% LEVEL I_25 mm w z J m 50 mm 150 mm 6 MIN 6 20 mm (3/4") R BATTER 3:12 v BOTH SIDES JE D1-150(6) AND A3-150(6) AND A3--200(8) (i )mm D1-200(8) NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS \ z THE CURB FACE (CF) HEIGHT, mm (INCHES). E _' #10M x 250 mm 2. GUTTER WIDTH, W, IS 600 mm (24) E 150 mm CO � ®1000 mm OC UNLESS OTHERWISE SPECIFIED. E 3. TYPES Al, A2, A3 AND C1 SHALL BE 'C' E 6 CJ {#4 x 10" ®4' OC) GROUTED IN PLACE CONSTRUCTED FROM PCC. BATTER 3:12 4. TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE. c) 20 mm 5. TYPE C1 CURB SHALL BE ANCHORED WITH �(3/4") STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 75 mm (3") 6. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A 15 mm (1/2") RADIUS. 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. USE EITHER Cl -150(6) AND C1 --200(8 METRIC OR ENGLISH VALUES, AS REQUIRED, BUT NOT BOTH, EXCEPT THAT ASTM 615 REINFORCING STEEL MAY 29 BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRVVNO=7EDBYTHE PUBLIC WDRKS 57ANDARDS INC. �GREENBO19 (;URB AND GUTTER -- BARRIER STANDARD PLAN METRIC COAAMrrrEE 1981 w Ixa 120-1 20 - 1 I (� REV. 19% SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY DESCRIPTION X m L W. mm 1(10') w Ixa 4.5 6.0 7.5 9.0 12.0 13.5 15.0 18.0 2t.0 JTOTAI U 24.0 -X 30.0 30 z 126 15 20' 25' c� 40' 45 50' 60' in 75' 80' 90' BASE LINE W = 1:5 7.5 1500 240 'e 960 z PARABOLIC FLARE T 7O SAWCUT &REMOVE EXISTING AC PAVEMENT 69,000 3�.Qoo ANGENT SF wa o EXISTING POWER POLE TO BE REMOVED BY SCE 5 25' 5' 0.80' 1.80' 3.20 NR 10 CONST 10' WIDE CROSS GUTTER PER CITY STD DETAIL 105 1 -- EA R 15.0 3000 i20 270 i 750 L = LENGTH OF FLARE 2430 3000 LF W = MAXIMUM OFFSET DISTANCE � 30 _ X 2 IF STATION OF RADIUS POINT IS NOT Y W(L) +- X = DISTANCE ALONG BASE LINE (0.40')1(0.90' - GIVEN ON PLAN, TANGENT DISTANCE 1.60' Y = OFFSET FROM BASE LINE24y 6.40' T MAY BE IGNORED 10.00` T = TANGENT LENGTH EA TANG= L CONST. MEDIAN TAPER PER APWA STD. PLAN 140-2 (L=120', : "W7 PER, DETAIL HEREON) R = RADIUS OF NOSE ` 1500 60 8 = MAXIMUM FLARE DEFLECTION ANGLE T = R TAN 2 540 960 OFFSET Y, mm 1500 NA - � - 19 .ADJUST VALVE TO GRADE PER CITY STD 130 50' 5' 0.20' 0.45' 0.80' 1.25 1.80' 3.20' 4.05 5.00 21 INSTALL SLEEVING, 1-6" & 2-4", PER CITY STD LANDSCAPE No. 518 (CHISEL "I" ON ALL CURBS) 276 153 121 I LF 30.0 3000 30 68 120 188 270 480 608 750 1080 1470 1688 1920.. 2430.. 3000 100' 10' 0.10' 0.23' 0.40' 0.63' 0.90 1.60 2.03' 2.50 3.60' 4.90' 5.63' 6.40 8.10 10.00' WL=1:t5 13.5 900 44 100 ADJUST VAULT TO FINAL GRADE PER CITY STD 109 278 -400 711 900 CONST.- AC CURB (D1-8) PER APWA STD. 120-1 PER DETAIL HEREON 342 342 LF 30 45'3'4.15'0.33'0.93'1.332.3T3.00' 7, 1 � EA 31 CONST. CURB OPENING CATCH BASIN PER .APWA STD... 300-2 PER DETAIL ON SHEET 9 Z. 1 EA 32 RELOCATE EXIST SIGN (MAIL. BOX) 3 22.5 t500 27 60 t67 240 427 540 6671307 1 - 1500 35 EXIST WATER APPURTENANCES; ADJUST TO GRADE 1 75'S'0.09'0.20' - EA 36 r178 0.560.81.42't.80'2.22'3.20'.36'5.00'27.0 3 - EA 3� EXIST TELEPHONE POLE TO BE REMOVED BY OTHERS 1 1 1 EA 8 CONST. 0.10' AC OVERLAY 1800 22 50 SF 39 200 356 450 555 800 1089 1250 1422 1800 - 90'6'0.0T0.1T `N 2NSTALL BRlcic +MoRtAQ PLUG FOR 5TO►2AA ORAIAI IPIG 0.46' 0.6T 1.19' 1.50' 1.85' 2.6T 3.63' 4.1T 4.74` 6.00' 8.25' 11:00' 13.75' 16.50' 18.91' 20.62`22.00' DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �. STANDARD PIAN PuewORPROMULGATED s �� �a�C- i p MEDIAN FLARE METRIC GREENBOOK COMMI'TT'EE ---- 14' 1 1 1984 USE WITH STANDARD SPECIFICATtONS [�¢g PUBLIC R�' t99e N'LY R/W -: S'LY R/W I _ 109' TO 103' I I 12' 6" I . fi 5' VARIES 106' TO 79' rl 12' I 2' OR EXISTING VARIES X0.5' 2.07 TYPICAL SECTION BEECH AVENUE TO BOULDER WAY STA. 544+88.67 TO STA. 553+21.07 1'1=10, R VALUE= 71 (ASSUMED) N.T.S. N'LY R/W S'LY R/W 96' VARIES 70' TO 82' I VARIES VARIES 36' TO 42' CL VARIES 34' TO 40' 12' I 2' OR EXISTING 6" 6' VARIE 28' 14' AN VARIES 28' VARIES 0.5' 2' SEE MEDIAN MEDIAN 26' DETAIL HEREON --� VARIES 6' F- ?�,y I 14 8" CONC. CURB g' np) Q z 1 � rn � 38 2.071 2.07 ---- LEXI= 2-078" CONC. CURB�ST AC:L �_EX�IST CONC. V„"'La DWG #2799 PER DWG 12799 SIDEWALK©4 N.T.S. W'LY. R/W 8' VARIES & VARIES 12' MIN 34' MAX I 29 lam.- 2.07 CONC. , 2 REMOVE EXIST. PAVEMEN PROPOSED & GUTTER PAVEMENT PER CURB AND GUTTER VARIES PER DWG 2799 CONC. 18 DWG #2799 # Y=2.25W( L}2 L=LENGTH OF TAPER _ W=MAXIMUM OFFSET DISTANCE X=DISTANCE ALONG BASE LINE Y=OFFSET FROM BASE LINE DISTANCE X, L 2 INCREMENTS, 9.00 10.50 12.00 13-50 15.00 1.6.50 18.0036.00 3.00 33.75 OFFSET Y, 3uou- 47 188 422 750 2953 3300 51 206 ' 3600 56 225 906 356 802 1425 2138 2850 3562 427 - 98 5156 5625 3300 4125 m m 60' (5'). 10' 15' 20' 25' 30' 35' 40' 45` 50' 55' 60' 12.9b 72' 6' 12' 18' 24' 30' 36' 42` 48' 54' 60' 66' 72' 4.50 975-9.06 11-25 i 1 . 1 4. 2_ 90' 7.5' 15' 22.5' 30' 1(37.V) 45' 52.5` 60' 67.5' 75` 82.5' 90' .0 9.00 12. 0 18.00 21.00 24.00 27.00 30.0 33- 6.00 (120') 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' 110' 120' 4 11.25 15.00 18.75 0 26.25 30.00 0 '415.25 14b-00 (150 ' 12.5' 25' 37.5' 50' 62.5' 75' (87.5) 100' (112.5') 125' (137.5)1(150') mm mm 1125 1500 1875 2250 2578 2 0 10' 0.16' 0.62' 1.4t' 2.50` 3.75' 5.00` 6.25' 7.50' 8.59' (9.38' 9.84' 10.00` 11' (0.117').(0.691 1.55' (2.75' 4.13' 5.50' 6.88' 8.25` 9.45' 10.31' 10.83' 11.00' 900 1350 1 12' (0. 19' 0.75' 1.69' 3.00' 4.50` 6.00' 7.50' 9.00' 10.31' (11.25) 11.81' 12.00' 89 4 0 19' 0.30' 1.19' 2.67' 4.75' 7.13' 9.50' 11.88' 14.25' 16.33' (17.8l'),(18.70') 19.00' 6000 94 375 -84;F-- T50U-- 7250 5000 3750 4500 6 6000 - (20' 0- 20' 0.31' (11.25) 2.81' 5.00' 7.50' (10.001102.50') (15.00') 17.19' (18.75') 19.69' .20.00' 9306 94 886 1575 363 3150 937 4725 414 6202 -6300-- 1' 1' 0.33' 1.31' 2.95' (5.2V) 7.88' 10.50' 13.13' 15.75' 18.05` (19.69')(20,67' 21.00' 6600 10 41 92 16-50-- 2475 4950 5672 6188 6497 6600 22' 0.34' 1.38' 3.09' (5.50) NOTES: TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y=2.25W(X}2 FOR THE PORTIONS AB' AND G -D' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' L ISA TANGENT. WHEN THE BASE UNE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVED BASE LINE, AND B'C' IS NO LONGER A TANGENT. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF DESCRIPTION X m L, m W. mm 1(10') 3.0 4.5 6.0 7.5 9.0 12.0 13.5 15.0 18.0 2t.0 22.5 24.0 27.0 30.0 30 CONST 8" TO 6" CURB TRANSITION 126 15 20' 25' 30' 40' 45 50' 60' 70' 75' 80' 90' 1 � W = 1:5 7.5 1500 240 540 960 1500 - 7O SAWCUT &REMOVE EXISTING AC PAVEMENT 69,000 3�.Qoo 3�,oao SF ® EXISTING POWER POLE TO BE REMOVED BY SCE 5 25' 5' 0.80' 1.80' 3.20 5.00' 10 CONST 10' WIDE CROSS GUTTER PER CITY STD DETAIL 105 1 -- EA 11 15.0 3000 i20 270 480 750 1080 1920 2430 3000 LF 13 SAWCUT AND REMOVE EXIST. CHANNEL � 30 6130 +- 50' 10' (0.40')1(0.90' 1.60' 2.50' 3.60' 6.40' 8.t0' 10.00` EA 16 CONST. MEDIAN TAPER PER APWA STD. PLAN 140-2 (L=120', : "W7 PER, DETAIL HEREON) NA W = 1:10 15.0 1500 60 135 240 375 540 960 1 15 1500 NA - � - 19 .ADJUST VALVE TO GRADE PER CITY STD 130 50' 5' 0.20' 0.45' 0.80' 1.25 1.80' 3.20' 4.05 5.00 21 INSTALL SLEEVING, 1-6" & 2-4", PER CITY STD LANDSCAPE No. 518 (CHISEL "I" ON ALL CURBS) 276 153 121 I LF 30.0 3000 30 68 120 188 270 480 608 750 1080 1470 1688 1920.. 2430.. 3000 100' 10' 0.10' 0.23' 0.40' 0.63' 0.90 1.60 2.03' 2.50 3.60' 4.90' 5.63' 6.40 8.10 10.00' WL=1:t5 13.5 900 44 100 ADJUST VAULT TO FINAL GRADE PER CITY STD 109 278 -400 711 900 CONST.- AC CURB (D1-8) PER APWA STD. 120-1 PER DETAIL HEREON 342 342 LF 30 45'3'4.15'0.33'0.93'1.332.3T3.00' 7, 1 � EA 31 CONST. CURB OPENING CATCH BASIN PER .APWA STD... 300-2 PER DETAIL ON SHEET 9 Z. 1 EA 32 RELOCATE EXIST SIGN (MAIL. BOX) 3 22.5 t500 27 60 t67 240 427 540 6671307 1 - 1500 35 EXIST WATER APPURTENANCES; ADJUST TO GRADE 1 75'S'0.09'0.20' - EA 36 r178 0.560.81.42't.80'2.22'3.20'.36'5.00'27.0 3 - EA 3� EXIST TELEPHONE POLE TO BE REMOVED BY OTHERS 1 1 1 EA 8 CONST. 0.10' AC OVERLAY 1800 22 50 SF 39 200 356 450 555 800 1089 1250 1422 1800 - 90'6'0.0T0.1T `N 2NSTALL BRlcic +MoRtAQ PLUG FOR 5TO►2AA ORAIAI IPIG 0.46' 0.6T 1.19' 1.50' 1.85' 2.6T 3.63' 4.1T 4.74` 6.00' N'LY R/W -: S'LY R/W I _ 109' TO 103' I I 12' 6" I . fi 5' VARIES 106' TO 79' rl 12' I 2' OR EXISTING VARIES X0.5' 2.07 TYPICAL SECTION BEECH AVENUE TO BOULDER WAY STA. 544+88.67 TO STA. 553+21.07 1'1=10, R VALUE= 71 (ASSUMED) N.T.S. N'LY R/W S'LY R/W 96' VARIES 70' TO 82' I VARIES VARIES 36' TO 42' CL VARIES 34' TO 40' 12' I 2' OR EXISTING 6" 6' VARIE 28' 14' AN VARIES 28' VARIES 0.5' 2' SEE MEDIAN MEDIAN 26' DETAIL HEREON --� VARIES 6' F- ?�,y I 14 8" CONC. CURB g' np) Q z 1 � rn � 38 2.071 2.07 ---- LEXI= 2-078" CONC. CURB�ST AC:L �_EX�IST CONC. V„"'La DWG #2799 PER DWG 12799 SIDEWALK©4 N.T.S. W'LY. R/W 8' VARIES & VARIES 12' MIN 34' MAX I 29 lam.- 2.07 CONC. , 2 REMOVE EXIST. PAVEMEN PROPOSED & GUTTER PAVEMENT PER CURB AND GUTTER VARIES PER DWG 2799 CONC. 18 DWG #2799 # Y=2.25W( L}2 L=LENGTH OF TAPER _ W=MAXIMUM OFFSET DISTANCE X=DISTANCE ALONG BASE LINE Y=OFFSET FROM BASE LINE DISTANCE X, L 2 INCREMENTS, 9.00 10.50 12.00 13-50 15.00 1.6.50 18.0036.00 3.00 33.75 OFFSET Y, 3uou- 47 188 422 750 2953 3300 51 206 ' 3600 56 225 906 356 802 1425 2138 2850 3562 427 - 98 5156 5625 3300 4125 m m 60' (5'). 10' 15' 20' 25' 30' 35' 40' 45` 50' 55' 60' 12.9b 72' 6' 12' 18' 24' 30' 36' 42` 48' 54' 60' 66' 72' 4.50 975-9.06 11-25 i 1 . 1 4. 2_ 90' 7.5' 15' 22.5' 30' 1(37.V) 45' 52.5` 60' 67.5' 75` 82.5' 90' .0 9.00 12. 0 18.00 21.00 24.00 27.00 30.0 33- 6.00 (120') 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' 110' 120' 4 11.25 15.00 18.75 0 26.25 30.00 0 '415.25 14b-00 (150 ' 12.5' 25' 37.5' 50' 62.5' 75' (87.5) 100' (112.5') 125' (137.5)1(150') mm mm 1125 1500 1875 2250 2578 2 0 10' 0.16' 0.62' 1.4t' 2.50` 3.75' 5.00` 6.25' 7.50' 8.59' (9.38' 9.84' 10.00` 11' (0.117').(0.691 1.55' (2.75' 4.13' 5.50' 6.88' 8.25` 9.45' 10.31' 10.83' 11.00' 900 1350 1 12' (0. 19' 0.75' 1.69' 3.00' 4.50` 6.00' 7.50' 9.00' 10.31' (11.25) 11.81' 12.00' 89 4 0 19' 0.30' 1.19' 2.67' 4.75' 7.13' 9.50' 11.88' 14.25' 16.33' (17.8l'),(18.70') 19.00' 6000 94 375 -84;F-- T50U-- 7250 5000 3750 4500 6 6000 - (20' 0- 20' 0.31' (11.25) 2.81' 5.00' 7.50' (10.001102.50') (15.00') 17.19' (18.75') 19.69' .20.00' 9306 94 886 1575 363 3150 937 4725 414 6202 -6300-- 1' 1' 0.33' 1.31' 2.95' (5.2V) 7.88' 10.50' 13.13' 15.75' 18.05` (19.69')(20,67' 21.00' 6600 10 41 92 16-50-- 2475 4950 5672 6188 6497 6600 22' 0.34' 1.38' 3.09' (5.50) NOTES: TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y=2.25W(X}2 FOR THE PORTIONS AB' AND G -D' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' L ISA TANGENT. WHEN THE BASE UNE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVED BASE LINE, AND B'C' IS NO LONGER A TANGENT. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF DESCRIPTION QUANTITY UNIT 09 CL. E ST•) UNCLASSIFIED FILL 0 SHEET 1 OF 1 (11-00 1610 WORKS CONSTRUCTION SHEET 1 OF 1 N'LY R/W -: S'LY R/W I _ 109' TO 103' I I 12' 6" I . fi 5' VARIES 106' TO 79' rl 12' I 2' OR EXISTING VARIES X0.5' 2.07 TYPICAL SECTION BEECH AVENUE TO BOULDER WAY STA. 544+88.67 TO STA. 553+21.07 1'1=10, R VALUE= 71 (ASSUMED) N.T.S. N'LY R/W S'LY R/W 96' VARIES 70' TO 82' I VARIES VARIES 36' TO 42' CL VARIES 34' TO 40' 12' I 2' OR EXISTING 6" 6' VARIE 28' 14' AN VARIES 28' VARIES 0.5' 2' SEE MEDIAN MEDIAN 26' DETAIL HEREON --� VARIES 6' F- ?�,y I 14 8" CONC. CURB g' np) Q z 1 � rn � 38 2.071 2.07 ---- LEXI= 2-078" CONC. CURB�ST AC:L �_EX�IST CONC. V„"'La DWG #2799 PER DWG 12799 SIDEWALK©4 N.T.S. W'LY. R/W 8' VARIES & VARIES 12' MIN 34' MAX I 29 lam.- 2.07 CONC. , 2 REMOVE EXIST. PAVEMEN PROPOSED & GUTTER PAVEMENT PER CURB AND GUTTER VARIES PER DWG 2799 CONC. 18 DWG #2799 # Y=2.25W( L}2 L=LENGTH OF TAPER _ W=MAXIMUM OFFSET DISTANCE X=DISTANCE ALONG BASE LINE Y=OFFSET FROM BASE LINE DISTANCE X, L 2 INCREMENTS, 9.00 10.50 12.00 13-50 15.00 1.6.50 18.0036.00 3.00 33.75 OFFSET Y, 3uou- 47 188 422 750 2953 3300 51 206 ' 3600 56 225 906 356 802 1425 2138 2850 3562 427 - 98 5156 5625 3300 4125 m m 60' (5'). 10' 15' 20' 25' 30' 35' 40' 45` 50' 55' 60' 12.9b 72' 6' 12' 18' 24' 30' 36' 42` 48' 54' 60' 66' 72' 4.50 975-9.06 11-25 i 1 . 1 4. 2_ 90' 7.5' 15' 22.5' 30' 1(37.V) 45' 52.5` 60' 67.5' 75` 82.5' 90' .0 9.00 12. 0 18.00 21.00 24.00 27.00 30.0 33- 6.00 (120') 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' 110' 120' 4 11.25 15.00 18.75 0 26.25 30.00 0 '415.25 14b-00 (150 ' 12.5' 25' 37.5' 50' 62.5' 75' (87.5) 100' (112.5') 125' (137.5)1(150') mm mm 1125 1500 1875 2250 2578 2 0 10' 0.16' 0.62' 1.4t' 2.50` 3.75' 5.00` 6.25' 7.50' 8.59' (9.38' 9.84' 10.00` 11' (0.117').(0.691 1.55' (2.75' 4.13' 5.50' 6.88' 8.25` 9.45' 10.31' 10.83' 11.00' 900 1350 1 12' (0. 19' 0.75' 1.69' 3.00' 4.50` 6.00' 7.50' 9.00' 10.31' (11.25) 11.81' 12.00' 89 4 0 19' 0.30' 1.19' 2.67' 4.75' 7.13' 9.50' 11.88' 14.25' 16.33' (17.8l'),(18.70') 19.00' 6000 94 375 -84;F-- T50U-- 7250 5000 3750 4500 6 6000 - (20' 0- 20' 0.31' (11.25) 2.81' 5.00' 7.50' (10.001102.50') (15.00') 17.19' (18.75') 19.69' .20.00' 9306 94 886 1575 363 3150 937 4725 414 6202 -6300-- 1' 1' 0.33' 1.31' 2.95' (5.2V) 7.88' 10.50' 13.13' 15.75' 18.05` (19.69')(20,67' 21.00' 6600 10 41 92 16-50-- 2475 4950 5672 6188 6497 6600 22' 0.34' 1.38' 3.09' (5.50) NOTES: TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y=2.25W(X}2 FOR THE PORTIONS AB' AND G -D' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' L ISA TANGENT. WHEN THE BASE UNE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVED BASE LINE, AND B'C' IS NO LONGER A TANGENT. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF DESCRIPTION QUANTITY UNIT 09 CL. E ST•) UNCLASSIFIED FILL 0 SHEET 1 OF 1 (11-00 1610 2_4f CQ TONS 2O CONST. 8" CURB &GUTTER PER CITY STD. DETAIL 1003 2.b30 $fO � 1/1(o LF 30 CONST 8" TO 6" CURB TRANSITION 126 - 126 LF 40 CONST. ACCESS RAMP PER CITY STD. DETAIL 1006 5 3 Z EA 50 CONST 6" A.C. ON NATIVE COMPACTED TO 957 (MISC. AC PAVING) 436 436 - TONS © INSTALL REMOVABLE BOLLARD PER DETAIL. ON SHT 3 22 22 _ EA 7O SAWCUT &REMOVE EXISTING AC PAVEMENT 69,000 3�.Qoo 3�,oao SF ® EXISTING POWER POLE TO BE REMOVED BY SCE 5 5 - � EA 9O RELOCATE EXIST POWERPOLE BY SCE _ 10 CONST 10' WIDE CROSS GUTTER PER CITY STD DETAIL 105 1 -- EA 11 INSTALL STREET LIGHT 22,000 LUMEN, BY OTHERS 5 1 � EA 12 REMOVE EXISTING FENCE 530 530 LF 13 SAWCUT AND REMOVE EXIST. CHANNEL � 30 6130 +- LF 14 CONST. 8" CURB ONLY PER CITY STD. DETAIL -1003 3780 f39CJ 2 �, c!l? LF 15 EXISTING SEWER MANHOLE; PROTECT IN PLACE �- 2 EA 16 CONST. MEDIAN TAPER PER APWA STD. PLAN 140-2 (L=120', : "W7 PER, DETAIL HEREON) NA - �' - 17 RELOCATE EXIST 2" WATERLINE BY OTHERS (CCMWC) NA - 18 PROTECT EXIST 2" WATERLINE (CCMWC) NA - � - 19 .ADJUST VALVE TO GRADE PER CITY STD 130 7 EA ©0 INSTALL KING K199E CALIF. LUMINAIRE TYPE K199-EAR-11-150-HPS-120-K16-PBC (H=14.5') BY OTHERS 3 3 - EA 21 INSTALL SLEEVING, 1-6" & 2-4", PER CITY STD LANDSCAPE No. 518 (CHISEL "I" ON ALL CURBS) 276 153 121 I LF ©2 REMOVE EXIST STORM DRAIN SYSTEM AS NECESSARY(PER PLAN,, 3 2- ©3 STANDPIPE PER STORM DRAIN : PW Cr N v . 3391 EA CONST. 4" THICK PCC SIDEWALK PER CITY STD. PLAN No. 1015 (WIDTH PER PLAN) f Cf , 2K0 7020 7 Z 2 G SF ©5 PROTECT EXISTING IN PLACE NA - - I - �6 ADJUST MANHOLE TO FINAL GRADE PER CIN STD 109 10 4 6 EA ©7 NOT USED NA - - - ® ADJUST VAULT TO FINAL GRADE PER CITY STD 109 1 1 - EA CONST.- AC CURB (D1-8) PER APWA STD. 120-1 PER DETAIL HEREON 342 342 LF 30 CONST. LOCAL DEPRESSION PER APWA STD. 313-1, .CASE PER DETAIL .ON SHEET 3 7, 1 � EA 31 CONST. CURB OPENING CATCH BASIN PER .APWA STD... 300-2 PER DETAIL ON SHEET 9 Z. 1 EA 32 RELOCATE EXIST SIGN (MAIL. BOX) 3 EA 33 INSTALL BARBED WIRE FENCE PER CALTRANS STD. 086 PER DETAIL ON SHEET 8 770 770 - LF ®4 EXIST WATER APPURTENANCES TO BE RELOCATED BY OTHERS 1 1 - EA 35 EXIST WATER APPURTENANCES; ADJUST TO GRADE 1 1 - EA 36 CONST. COMMERCIAL DRIVEWAY PER CITY STD. DETAIL 102C (W=20') 3 3 - EA 3� EXIST TELEPHONE POLE TO BE REMOVED BY OTHERS 1 1 1 EA 8 CONST. 0.10' AC OVERLAY SF 39 PLACE 4" AC ON NATIVE, COMPACTED TO 957 (MISC. AC PAVING) 357 357 - SF 40 INSTALL CLASS 1 FLEXIBLE POST DELINATOR (10' OC) PER CALTRANS STD A73C WITH TYPE I YELLOW REFLECTORS FRONT AND BACK ON SHT 8 5 5 - EA `N 2NSTALL BRlcic +MoRtAQ PLUG FOR 5TO►2AA ORAIAI IPIG 8.25' 11:00' 13.75' 16.50' 18.91' 20.62`22.00' ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTON SHALL BE ENGLISH VALUES. ' AMERICAN PUBLIC WORK(�S ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PRa�GA�o�THE � l.! MEDIAN TAPER STANDARD PIAN PUBLIC WORKS STANDARDS IM METRIC GREENBOOK COMMITTEE 191 140-2, REv. IM, 19w USE WITH STANDAE!.D SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 14' MIN 26' MAX CL PER of VARIES VARIES VARIES PER PLAN , 8 OR 14 2 4 OR 4 MIN PLAN PSR PLAN 14' MAX DY Q 14 1 I 14 1 �m 207 1.07 1.07 2.07 r AC PA G CONSTRUCTION DETAIL - TYPICAL LEFT TURN SECTION DESCRIPTION QUANTITY UNIT 09 CL. E ST•) UNCLASSIFIED FILL 0 SHEET 1 OF 1 (11-00 20' MIN 34' MAX I ��Q 1 Q 2. I N.T.S.- E'LY R/W 8' & VARIES �P P2.0% FG=TC-4" NO ROCK GREATER THAN � 2" DIA. IN TOP 6" DETAIL 2' < `WMIAN STREET CONSTRUCTION NOTES & QUANTITIES TOTAL EARTHWORK: DESCRIPTION QUANTITY UNIT 09 CL. E ST•) UNCLASSIFIED FILL 0 CONST. 7" AC ON 12" COMPACTED NATIVE PER SOILS REPORT RECOMMENDATION (11-00 1610 2_4f CQ TONS 2O CONST. 8" CURB &GUTTER PER CITY STD. DETAIL 1003 2.b30 $fO � 1/1(o LF 30 CONST 8" TO 6" CURB TRANSITION 126 - 126 LF 40 CONST. ACCESS RAMP PER CITY STD. DETAIL 1006 5 3 Z EA 50 CONST 6" A.C. ON NATIVE COMPACTED TO 957 (MISC. AC PAVING) 436 436 - TONS © INSTALL REMOVABLE BOLLARD PER DETAIL. ON SHT 3 22 22 _ EA 7O SAWCUT &REMOVE EXISTING AC PAVEMENT 69,000 3�.Qoo 3�,oao SF ® EXISTING POWER POLE TO BE REMOVED BY SCE 5 5 - � EA 9O RELOCATE EXIST POWERPOLE BY SCE _ 10 CONST 10' WIDE CROSS GUTTER PER CITY STD DETAIL 105 1 -- EA 11 INSTALL STREET LIGHT 22,000 LUMEN, BY OTHERS 5 1 � EA 12 REMOVE EXISTING FENCE 530 530 LF 13 SAWCUT AND REMOVE EXIST. CHANNEL � 30 6130 +- LF 14 CONST. 8" CURB ONLY PER CITY STD. DETAIL -1003 3780 f39CJ 2 �, c!l? LF 15 EXISTING SEWER MANHOLE; PROTECT IN PLACE �- 2 EA 16 CONST. MEDIAN TAPER PER APWA STD. PLAN 140-2 (L=120', : "W7 PER, DETAIL HEREON) NA - �' - 17 RELOCATE EXIST 2" WATERLINE BY OTHERS (CCMWC) NA - 18 PROTECT EXIST 2" WATERLINE (CCMWC) NA - � - 19 .ADJUST VALVE TO GRADE PER CITY STD 130 7 EA ©0 INSTALL KING K199E CALIF. LUMINAIRE TYPE K199-EAR-11-150-HPS-120-K16-PBC (H=14.5') BY OTHERS 3 3 - EA 21 INSTALL SLEEVING, 1-6" & 2-4", PER CITY STD LANDSCAPE No. 518 (CHISEL "I" ON ALL CURBS) 276 153 121 I LF ©2 REMOVE EXIST STORM DRAIN SYSTEM AS NECESSARY(PER PLAN,, 3 2- ©3 STANDPIPE PER STORM DRAIN : PW Cr N v . 3391 EA CONST. 4" THICK PCC SIDEWALK PER CITY STD. PLAN No. 1015 (WIDTH PER PLAN) f Cf , 2K0 7020 7 Z 2 G SF ©5 PROTECT EXISTING IN PLACE NA - - I - �6 ADJUST MANHOLE TO FINAL GRADE PER CIN STD 109 10 4 6 EA ©7 NOT USED NA - - - ® ADJUST VAULT TO FINAL GRADE PER CITY STD 109 1 1 - EA CONST.- AC CURB (D1-8) PER APWA STD. 120-1 PER DETAIL HEREON 342 342 LF 30 CONST. LOCAL DEPRESSION PER APWA STD. 313-1, .CASE PER DETAIL .ON SHEET 3 7, 1 � EA 31 CONST. CURB OPENING CATCH BASIN PER .APWA STD... 300-2 PER DETAIL ON SHEET 9 Z. 1 EA 32 RELOCATE EXIST SIGN (MAIL. BOX) 3 EA 33 INSTALL BARBED WIRE FENCE PER CALTRANS STD. 086 PER DETAIL ON SHEET 8 770 770 - LF ®4 EXIST WATER APPURTENANCES TO BE RELOCATED BY OTHERS 1 1 - EA 35 EXIST WATER APPURTENANCES; ADJUST TO GRADE 1 1 - EA 36 CONST. COMMERCIAL DRIVEWAY PER CITY STD. DETAIL 102C (W=20') 3 3 - EA 3� EXIST TELEPHONE POLE TO BE REMOVED BY OTHERS 1 1 1 EA 8 CONST. 0.10' AC OVERLAY SF 39 PLACE 4" AC ON NATIVE, COMPACTED TO 957 (MISC. AC PAVING) 357 357 - SF 40 INSTALL CLASS 1 FLEXIBLE POST DELINATOR (10' OC) PER CALTRANS STD A73C WITH TYPE I YELLOW REFLECTORS FRONT AND BACK ON SHT 8 5 5 - EA `N 2NSTALL BRlcic +MoRtAQ PLUG FOR 5TO►2AA ORAIAI IPIG TOTAL EARTHWORK: UNCLASSIFIED EXCAVATION = CY530o (DEVCLOPER=_Z3o0 CITY =,(;) 30vo 09 CL. E ST•) UNCLASSIFIED FILL = rSDO LY (DEVELOPER= $ 00 CITY= ; 700 ) CL VARIES 24' TO 13't VARIES 21' TO 11't N'LY R � 1' MIN EX A/C I VARIES EX ALC 1' MIN VARIES S'LY R/W VARIES 10 VARIES 121f 109f VARIES 10' VARIES 0.10' ACCAP 10.10' ACCAP TYPE S B I TYPE "B" . 38 5 I �P 38 _27 r VAR V� 2. % 29�_ q MfN 'Uj L_ SIDEWALK (�� N� EXIST UTILITY N N Jco OR PER PLAN LOCATIONS VARIES 3 TYPICAL SECTION AL SECTION TYPICAL SECTION o L rTLE CR WO S BOULDER WAY TO LYTLE ROAD FROM 61+64•.08 TO 68+1800 - ' T1=10, R VALUE= 71 (ASSUMED) STA. 553+21.®7 TO STA. 566+4g.74� N.T.S. P=10, R VALUE= 71 (ASSUMED) Zn N.T.S. . . .... , TI=10, R VALUE= 71 .(ASSUMED) _ DRAWIN6 N.T.S. 00 �La.�s Sl+t s, �` �- t D6 lZ Q 3i�• SHOULD CONSTRUCTION OF THE REQUIREDIn'Ce CITY OF FONTA A, CALIFORNIA o E QROFESS/pN s y. !� N N IMPROVEMENTS NOT COMMENCE WITHIN TWO �o scHM� q,STREET ` r RO�/E SIT PLAN VT YEARS _ OF THE DATE OF APPROVAL SHOWN HEREON �� °Fo��FZ II ® Civil Engineering - Planning - Surveying - Public Works DRAWN BY: SCALE: W o AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 37167 913C Anaheim PL, Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 MPKNREF cm Sl�;AIT' AVENUE N A CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP• 06/30/04 DESIGNED BY: SECTI DATE: T * PREPARED UNDER THE SUPERVISION OF: sq CIVIL ��P Z"IX MPKQUANTITIES POD DET S Tu�.Y 2004REv. PLANS TO BRING THEM INTO CONFORMANCE WITH �'oF cAvF°`� 74�uLY,�� toot' CHECKED BY: APP .eir: DI. No.: z c REQ- 7/z/ o �i 2 a REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE RLB SATE. 7 338 10 6 O J