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HomeMy WebLinkAbout3933-44-74 v44 VIENNA LANE SEE SHEET 3 BARLETTA LANE 10 20' q0 10 10 1 o SEE A T RIGHT QI 0'140__T 12+479.5 641/ Lu J ca T. T. 11 18 11 .. I 0 20' 20' �t- / `O m 7A cnJ W 30' 30 J I oN 8� Z� 11 19 `° I � SOON 6N� BC FPROP. + 9 EC ca 667.11 TC, 666.61 FL 6 `° 7 C) /� / W w \" 670.98TC, 0.48 I T + TI 0 CIL INT. 1 9 PROP. SEWER 9 N 6 12 12+00 10+00.00 PALESTRINA WY ' _ S 1� o - =19+06.97 VIENNA LN 6� 61 6�� 2 N 00'21 2" W N ►? 1 o� sT�• 1� �� W xsr T 1 1 PROP. WATER 1 C3 ,, 4 g L2 1 1 , L38.90 (i (Z I I 9 �(0--i o I Q 15 10 m�,���11 ��12��° �� I W 14 o � ,, w 13 Ln co m N I Q LO 20 CONS TRUC TION NOTES � `° �z A i 11 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). Q_ CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. D A I JC TD.IfJA M/A V CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 403 (MODIFIED O5 - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O6 -- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 10 06 . OJ - CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002,, "W" PER PLAN CONSTRUCT DRIVEWAY APPROACH PER CITY STD PLAN NO l00 5' 6' 7' 6' 5' �v 601 �. 10+56.54 CL CB pi W=7, V=4.50 CATCH BASIN "13" LOCAL DEPRESSION (CASE B) SCALE- 1 " = 10' LINE TABLE TABLE LINE BEARING W PER PLAN, R = 5.5 L 1 N 10'21 '52 "W CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 AND DETAIL L2 Q O 42.71 ON SHEET 10. N80'23'03"E 42.71 L4 N48'11'09"W 30.00 39.33 O9 - ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITYf-I 9'5734" o 19.19 STD. NOS. 2 99"& Gcoo . C4 10000'00" 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. DIAL C5 10975'05" 60.00 114.41 TWO WORKING 11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K118E--EAR-11-150-HPS-KI6-HSS-T5-PR BEFORE YOU DIG DAYS BEFORE YOU DIG 25.00 EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN. 90'08'56" 45.00 70.80 45.12 TOLL FREE 1-800-227-2600 19 INSTALL TEMPORARY BARB/CADS. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5' 6' 7' 6' 5' �v 601 �. 10+56.54 CL CB pi W=7, V=4.50 CATCH BASIN "13" LOCAL DEPRESSION (CASE B) SCALE- 1 " = 10' \\cj x�0 x�joo � o � 28 .15 668.7 27 Ch1 7A LINE TABLE TABLE LINE BEARING LENGTH L 1 N 10'21 '52 "W 42.71 L2 N09'38'08 "E 42.71 L3 N80'23'03"E 42.71 L4 N48'11'09"W 30.00 \\cj x�0 x�joo � o � 28 .15 668.7 27 Ch1 7A REV. CURVE TABLE ENGR. CITY CURVE DEL TA RADIUS LENGTH TANGENT Cl 110'08'56" 60.00 115.35 85.93 C2 90'0856" 25.00 39.33 25.07 C3 9'5734" 110.39 19.19 9.62 C4 10000'00" 110.00 19.20 9.62 C5 10975'05" 60.00 114.41 84.51 C6 90000'00" 25.00 39.27 25.00 C7 90'08'56" 45.00 70.80 45.12 C8 90800'00" 45.00 70.69 45.00 C9 15'13'14" 110.00 29.22 14.70 C11 42'10'42" 300.00 220.85 115.70 C12 J9041'12" 320.00 221.65 115.48 C13 32'50'13" 280.00 160.47 82.51 NO T USED NOT USED C16 87'30'29" 25.00 38.18 23.94 C17 93'22'20" 25.00 40.74 26.52 REV. REVISION DESCRIPTION DATE ENGR. CITY DA TE THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343,NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON 77?. NO. OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 29617-11. ^o OF SIERRA AVE ELEVA 710N. 1428.609 0 N Prep Under Th Sup of C/ T Y OF FON TA NA, CA L IFO RN/A are e ervision : �- OF �OPREPARED IN THE OFFICE OF Ll wq o PR/ VA TE S TREE T /MPR 0 VEMEN T PL A NS F` MADOLE AND A SSOCIA TES, INC. G 2 o^ DRAWN BY PALES TR/NA WY. & BARLETTA LN. SCALE: w � No. 36637 c m 760-A S. ROCHESTER AVENUE MVA/CV AS SHOWN o Exp: 06-30-06 ONTARIO, CA 91761 © c.iPoa7'E c/7'Y sT��/l�.aR,d CALL ou,� • �I Vin �04 V-9 GB NMI 10+64.80 CL CB J14, W=10 ; V=4.99 CATCH BASIN "14" LOCAL DEPRESSION (CASE B) x �• 19 o SCALE- 1 " = 10' FZ N / ►� 668.39 _ _ o co v co L O T C o, 0P ^ � I I 14 0 00 19 `O CIL INT II ��'� ��� �� 2 C i' " ` -13+32.42 BARLETTA LN C 6 1V G� 19 1 13 -12+45.66 PALESTRINA WY 9 G x� V °tK ,tKh �h +oo 213+00 � 8 11 26 00 OQRpFESS/0l ►� G��ii PROP .... t lb �� ��- �� �� Fti 0 A R/�v 6 I �o• 13 �jc C7 13 m" v U r� V + ir C 36637 w o m o N x�Irl . 23 0 T „�, 22 CIVIVLO 21 OCU I�CU�� I OFC AI�F �' oo 12 �M. 11 � o c�0o W 5 20 PALES TRINA WA Y "BA RLETTA LANE SEE A T LEFT s a SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE W/ THIN 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. J:\126-2005\streets\st04.dwo. 1/31/2006 10:19:43 AM. C BENCH MARK. • 18-17 BASIS OF BEARINGS.• BRASS CAP /N THE CONCRETE BASE OF THE BRG, N089.59'31'"E THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343,NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON 77?. NO. OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 29617-11. ^o OF SIERRA AVE ELEVA 710N. 1428.609 0 N Prep Under Th Sup of C/ T Y OF FON TA NA, CA L IFO RN/A are e ervision : �- OF �OPREPARED IN THE OFFICE OF Ll wq o PR/ VA TE S TREE T /MPR 0 VEMEN T PL A NS F` MADOLE AND A SSOCIA TES, INC. G 2 o^ DRAWN BY PALES TR/NA WY. & BARLETTA LN. SCALE: w � No. 36637 c m 760-A S. ROCHESTER AVENUE MVA/CV AS SHOWN o Exp: 06-30-06 ONTARIO, CA 91761 STA. 10+00 TO 12 & STA. 10+00 TO 13+32.42 N DESIGNED BY DATE. 0)­\� PHONE (909) 937-9151 GB -7R 16873 FEB 2005 A' 9�F c ODate 3l f � OF CALIF� CHECKED BY.• 8 AP 0 Y � '� ,G�/� DRAWING NO. 4 RCE 66b72'4_ EXP. -3 -06 SCL ?-L'l c�iC� 3933 13 I TY ENGIN ER R. C. E. 51152 DATE WENDELL L. I WA TSURU J:\126-2005\streets\st04.dwo. 1/31/2006 10:19:43 AM. C