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HomeMy WebLinkAbout4091-5i::iiiii�■■ ii:iiiiii:i Ci��ve �■'■"������C 'iiiiiiii�iii ■■■is���'�EMMEMEEN CONS TRUC T/ON NOTES - II I i Q I IIs 41 ENEEMEEMEM - -- - - CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. :1 10+00.00 BREEZY ST. -l`f t - I'���ii��:�l�il�i O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. MESSER a I II 5 80.85 111111211HE INF40 III R-EMEMIM II 0 MEME .1 20' - - NIEMENIMMEMEMEMEMEMEME NE100111'. � II1/' SEEMNEEMEN I Ir [__ 126.65 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 407847" 200.00 _ - 12 'I 220.00 2� CONSTRUCT PARKWAY DRAIN PER CITY STD. NO. 124 A, (SIZE 2, 60, B=2.5) C9 90'02'43" 35.00 55.01 �wr !MEMO 8957'17" 35.00. IMMEMMEEMMMMMMMMI IMEMEMEEMEEMEMMEN IMMEMEMEMEMEMEMEN IMEMEMEEMEMEMEMEN IMMMMMEMMMMMMM NEEN"WEEMENEEMEN 34.97 �o u PROP. i::iiiii�■■ ii:iiiiii:i Ci��ve �■'■"������C 'iiiiiiii�iii ■■■is���'�EMMEMEEN i 1:: l- I= I �( l I l i I I i 1 i 1 f I I I I I 1 l I i( I 1 l l f 1 I 1 I i i i I( (` 1- -1 h- 'Lvc] 1 1 1 11 1 1 I 1 I 1 I 1 I 1 I I I I I 1 I I 1 1 1_ f- �4 - r T f 1 1 1 1 1 I: I I L I I- I .1 -- CONS TRUC T/ON NOTES - II I i Q I IIs 41 COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). - -- - - CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. :1 10+00.00 BREEZY ST. -l`f t - "W"=10 O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. MESSER a I II 5 80.85 111111211HE INF40 III R-EMEMIM II 0 MEME .1 20' - - NIEMENIMMEMEMEMEMEMEME NE100111'. � II1/' SEEMNEEMEN I Ir [__ 126.65 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 407847" 200.00 _ - 12 'I 220.00 2� CONSTRUCT PARKWAY DRAIN PER CITY STD. NO. 124 A, (SIZE 2, 60, B=2.5) C9 90'02'43" 35.00 55.01 �wr !MEMO 8957'17" 35.00. 54.95 34.97 �o u PROP. v 3 MEMEMEMMI R/W - - - . i 1:: l- I= I �( l I l i I I i 1 i 1 f I I I I I 1 l I i( I 1 l l f 1 I 1 I i i i I( (` 1- -1 h- 'Lvc] 1 1 1 11 1 1 I 1 I 1 I 1 I 1 I I I I I 1 I I 1 1 1_ f- �4 - r T f 1 1 1 1 1 I: I I L I I- I .1 -- CONS TRUC T/ON NOTES - II I i Q I IIs 41 COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). - -- - - CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. :1 10+00.00 BREEZY ST. -l`f t - "W"=10 O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. a I II 5 80.85 42 I II _ II V II .1 20' - - 20' II1/' b �_ 1 li I Ir [__ 126.65 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 407847" 200.00 _ - 12 INSTALL R-1 STOP SIGN PER CITY STD. NO. 139. 220.00 2� CONSTRUCT PARKWAY DRAIN PER CITY STD. NO. 124 A, (SIZE 2, 60, B=2.5) C9 90'02'43" 35.00 55.01 35.03 C10 8957'17" 35.00. CONS TRUC T/ON NOTES ENGR. II I i Q I IIs 41 COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). 49 CL INT: I I CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. :1 10+00.00 BREEZY ST. -l`f t - "W"=10 O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. a I II 5 80.85 42 I II _ II V II .1 20' - - 20' II1/' b �_ 1 li I Ir [__ 126.65 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 407847" 200.00 _ - 12 INSTALL R-1 STOP SIGN PER CITY STD. NO. 139. 220.00 2� CONSTRUCT PARKWAY DRAIN PER CITY STD. NO. 124 A, (SIZE 2, 60, B=2.5) C9 90'02'43" 35.00 55.01 35.03 C10 8957'17" 35.00. 54.95 34.97 �o u PROP. v 3 R/W - - - . - - - - - - - - ---- _-=-------- - - - - -- - - - N - - - - - - - - - - o - -� - - - - - - - - - ., _ . _ :0j . CS ze_ N5 _* - . A - 4 Qa Q q �1 A - J - - - - - - _ - - _ - -- - - - - - - - - _ -, J= - 0:2 - 50= _ _V - - _ •_ - - -- -- - -- = C- :: - - - - - - - - - - - -- - - - - - - - - - - _ - - -- -- - - - - -- -- - --- - -- -� - -- - Ccv - - o - - rte- --. - _� ._ - -- -- - - - -- o -. - - - _ '~ - or_ �n � -- ---_ - -- - - o - -. - - Q- - - Q- - o - - _-_ - ._- . - - _ - - ---- o, 'sv. - - �--.- -- ----._co u� r\ -F + 1_12 I CN AD _ - - - -- ao - - - - - _- - - - o0 -- -% - - -. °o = _oa = N --- - -- - ---- - - - -- _ _ - - . . ..... 2=: =i� - .. - .. - - _- _ - - _ T. -_ PI 1. -0_-- --- 10+00 11+00 12+00 13+00 14+00 PLAN 1 "= 40' 15+00 16+00 17+00 18+00 19+00 20+00 SPR/NGT/ME AVENUE Q) SEE SHEET SCALE IN FEET , II ,4 , I �� 12+JJ.04 ECR 2® �' m �� 0 40 80 120 160 II 40 1 20' 28.195TC, 28.28FL 20' 1 LINE OF SIGHT N �L=200; JOMPH o 0 10+50.00 BCR 29. J2TC, 28.65FL 10 12 PROP. I ^ '�� n2O TRACT BOUNDARY I I°� CONS TRUC T/ON NOTES ENGR. II I i Q I IIs 41 COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). 49 CL INT: I I CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 10+00.00 BREEZY ST. r' .}ter =11 +83.04 SPRINGTIME AVE. CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W"=10 O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. a I II 5 80.85 42 I II I II II 6 V II .1 20' - - 20' II1/' b �_ 1 li I Ir [__ OF 1 10+50.00 ECR 28.95TC, 28.28FL 11 +JJ. 04 BCR 28.45TC, 27.78FL LINE OF SIGHT L=200; 30MPH 26 PROP. R/W 25 DIC7.�LE � T I TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT yj 4 2 J �eN®ER 'A RT �gw /0" 44 1 TRACT NO. 16383 1,-BOUNDA:RY WA 45 CONS TRUC T/ON NOTES ENGR. O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL 46 47 COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). 49 02 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. ® CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 104. (MODIFIED "W'=8 4A CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W"=10 O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. 80.85 O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005. R5COR0 lOi2AWIN6 "W" PER PLAN. m ® CONSTRUCT LOCAL DEPRESSION PER S. P. P. W. C. STD. PLAN 313-2 CASE B AND 126.78 DETAIL ON PLAN ON SHEET 3. C6 O9 ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109 126.65 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 407847" 200.00 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 117) 12 INSTALL R-1 STOP SIGN PER CITY STD. NO. 139. 220.00 2� CONSTRUCT PARKWAY DRAIN PER CITY STD. NO. 124 A, (SIZE 2, 60, B=2.5) PROP. R/W 25 DIC7.�LE � T I TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT yj 4 2 J �eN®ER 'A RT �gw /0" 44 1 TRACT NO. 16383 1,-BOUNDA:RY WA 45 REVISION DESCRIPTION DATE ENGR. CITY DA TE 46 47 48 49 50 20 221 11' 47.13 30.00 8I 11 L6 Q1 00 47.12 30.00 C3 ") I 5 154.96 80.85 CIO Zp_ R5COR0 lOi2AWIN6 73.50 m oz W� R,5Y19f ORIVEXIAy 4R,4W0,4C# A.VD ACCcSS 126.78 66.15 C6 O R0,46 FOR D,E rZW r10N BASIAL To CLF42 .5cE PAb - 126.65 66.07 C7 407847" 200.00 140.72 73.41 7 �(LO 220.00 154.79 80.75 C9 90'02'43" 35.00 55.01 35.03 C10 8957'17" 35.00. 54.95 34.97 �o u PROP. v 3 R/W N PROP. R/W o f J\JO, 17141, 80LO Zr LO olvrl r JJs J 11/11 � C nil rBREEZY REV. REVISION DESCRIPTION DATE ENGR. CITY DA TE (Z14' 114' RADIUS 101 7 No �., I 20 221 11' 47.13 30.00 C2 89'5952" L6 Q1 00 47.12 30.00 C3 ") I 5 154.96 80.85 C4 Zp_ R5COR0 lOi2AWIN6 73.50 1.7.19 IQ R,5Y19f ORIVEXIAy 4R,4W0,4C# A.VD ACCcSS 126.78 66.15 C6 O R0,46 FOR D,E rZW r10N BASIAL To CLF42 .5cE PAb - 126.65 66.07 C7 STREET SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CYPRESS AVENUE SEE SHEET 7 EX R/W I; I II II PROP. R/W 2 �II EX R/W a m� LINE OF SIGHT L=300; 40MPN � 59 0ca � o cv i 67' v i V �`�`� (Z14' 114' RADIUS 101 7 No �., I 20 221 11' 47.13 30.00 C2 89'5952" L6 Q1 00 47.12 30.00 C3 ") I 5 154.96 80.85 C4 40'21 '25" 200.00 140.87 73.50 C5 40'21 '25" 180.00 126.78 66.15 C6 O 180.00 126.65 66.07 CL INT. 19+28.65 BREEZY STREET =20+00.00 CYPRESS AVENUE (28.97) FS RpFESS/0 }- .�-ng__r��• ": s�:�'� � I) SOP �, 1 �'9l �i: 1r�, ' 'in'� '"��",'°[^�:3L.. r�. ..+i'°` r • ,2t'. 0"F 18��^8:'i-9 'I � -c:i7-�a'i%=. a f% Y [ • y ia�.^s:-�s�-�eiG•- .i ; ."_ -_'.x+9,1 • � " "Si 1,2�..' V O�� �• �� �V 3 .. I A. ^ � C, 5 I I CO 'o (LULJC 6637 X co LlN SI HT 1tr EXP z'r L=3 40 PH t7 CP CIV11. F0FCAL\F 12 T5.16 C.L. CB 75 w ' 10 =14 , V-5.00 2 J 1 4 20 22' 11 RECORD DRAINING zrl�d IL ON SHEET 8 1. BENCH MARK.• BASIS OF BEAR/NGS: THE BENCHMARK /S AT SOUTHWEST CORNER THE BEARING OF N 89'5648" W ALONG OF WALNUT & SIERRA AVENUES, 32 FEET THE CENTERLINE OF BASELINE AVENUE SOUTH OF WALNUT AVENUE, 42 FEET WEST OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95, PP#144113E 70-63 FACES IN7ERSEC710N. WAS USED AS THE BASIS OF BEARINGS X 1470 7550 FOR THIS MAP. Z Q 2 EL -EVA TION. CURVE TABLE CURVE DEL TA RADIUS LENGTH TANGENT C1 90'00'08" 30.00 47.13 30.00 C2 89'5952" 30.00 47.12 30.00 C3 40'21 '25" 220.00 154.96 80.85 C4 40'21 '25" 200.00 140.87 73.50 C5 40'21 '25" 180.00 126.78 66.15 C6 407847" 180.00 126.65 66.07 C7 407847" 200.00 140.72 73.41 C8 407847" 220.00 154.79 80.75 C9 90'02'43" 35.00 55.01 35.03 C10 8957'17" 35.00. 54.95 34.97 CL INT. 19+28.65 BREEZY STREET =20+00.00 CYPRESS AVENUE (28.97) FS RpFESS/0 }- .�-ng__r��• ": s�:�'� � I) SOP �, 1 �'9l �i: 1r�, ' 'in'� '"��",'°[^�:3L.. r�. ..+i'°` r • ,2t'. 0"F 18��^8:'i-9 'I � -c:i7-�a'i%=. a f% Y [ • y ia�.^s:-�s�-�eiG•- .i ; ."_ -_'.x+9,1 • � " "Si 1,2�..' V O�� �• �� �V 3 .. I A. ^ � C, 5 I I CO 'o (LULJC 6637 X co LlN SI HT 1tr EXP z'r L=3 40 PH t7 CP CIV11. F0FCAL\F 12 T5.16 C.L. CB 75 w ' 10 =14 , V-5.00 2 J 1 4 20 22' 11 RECORD DRAINING zrl�d IL ON SHEET 8 1. BENCH MARK.• BASIS OF BEAR/NGS: THE BENCHMARK /S AT SOUTHWEST CORNER THE BEARING OF N 89'5648" W ALONG OF WALNUT & SIERRA AVENUES, 32 FEET THE CENTERLINE OF BASELINE AVENUE SOUTH OF WALNUT AVENUE, 42 FEET WEST OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95, PP#144113E 70-63 FACES IN7ERSEC710N. WAS USED AS THE BASIS OF BEARINGS X 1470 7550 FOR THIS MAP. Z Q 2 EL -EVA TION. Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CA L /FO RN/A �L((,(MADOLE IMPROVEMENT PLANS /MPRO A S �� V,,�. q,�F�STREET v s��m DRAWN BY.• DJ/AA TRACT NO. 16383 AND 17460 SCALE: AS SHOWN w � No. 36637 c m 760-A S. ROCHESTER AVE. ONTARIO, CA 91761 IX 'U Exp: 06-30-08 * Exp: 909.937.9151 Engineering Communities for Life www.madoleinc.com BREEZY STRW FROM SPRINGTIME AVE. It - I N DESIGNED BY: DA TF• T)OICYPNSS A VENUE FEB. 2006 C / V 1 FCFCALXF� ate CHEC BY.• AP ROVE B : DRAWING NO. 5 RCE 3 637 EXP. 6- - 8 WENDELL L. /WA TSURUI F 4091 8 C/ NG/NEER R. C. E. 51152 DA TE JA652-19421streets\st05.dwo. 9/14/2006 4:51:10 PM. Comek