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HomeMy WebLinkAbout2902-901 W W 337 i 62.00' a O- N- - 4B-32------ 4 ,q FL F r , �d 4 12+47.77 ECR N MATCH U 223 m W Z t J N U Q 4 I - Un u V) D -1 - r Z J O O U C-9 I -- w W N cwi) REMARKS r ry o r a z m't rn u + + U �t 338 N N U A l i1�11111N10ll II . � • 339 62.00' - o FL N 52.00' 12+47.77 BCR EE S CTME 187 U m 0 340 1 62.00' t t 60.00' 0 186 cn Z ) 341 342 62.00' I 62.00' U W L N 343 MATCH LINE 00 BCR 5 52.00' -$"w -- - - -- -- -- -- L --- -------- 60.00' - 60.00' 60.00' 60.00' 2 185 184 1 183 GRAPHIC SCALE C Q 0 [DIAL TWO WORKINGEFORE DAYS BEFORE OU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 30' 1 30' u CURB/CENTERLINE DATA -1 - CONSTRUCTION NOTES ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 90°00'00" 25.00' 39.27' 25.00' CURB RETURN 2 90°00'00"25.00' (SEE GENERAL NOTES 27 & 28} 39.27' 25.00' CURB RETURN 3 9c 00'00" 25.00' 39.27' 25.00' CURB RETURN 4 90°00'00" 25.00' 1 39.27' 25.00' CURB RETURN GRAPHIC SCALE C Q 0 [DIAL TWO WORKINGEFORE DAYS BEFORE OU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 30' 1 30' u I 1 -1 - CONSTRUCTION NOTES 1, "A 1 18' 18' 1 CO Em Em- 1� CONSTRUCT MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. I m ESS �O CORD RAWLN (SEE GENERAL NOTES 27 & 28} comma <t►yG� 7- u Ln u Q W �Q�AW T M2 36 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 It SEE SHEET 22 FOR = �, 50.93 a 6)U +md o STORM DRAIN "B" I II U) p N ro FL 5 30 3 + m PLAN &PROFILE 2 9 6 � 295 .93; SHEET 3 302 301 " -- 300 299 4 298 297 0 F4SEE 2 5 10+43.00 60.00' 60.00' 60.00'60.00' w wCD 2 60.00' 61.00' 60.00' 51.8 60.00' 52.00', z CITY OF FONTANA, CAL,IFOF It FS ( o J U BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED It + it STREET IMPROVEMENT PLANS FOR EL = 1077.40 THE BEARINGS HEREON ARE THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO o A 9� T� F 27555 YNEZ ROAD, SUITE 400 - ----- 00 ----------------------------- -- - --- -- l'i9� --- DRAWN BY: EUCALYPTUSSTREET AS NORTH 89°03'21" EAST Too , 1 CONSULTING s09.676.8042 FAX 909.676.7240 ■ www.RBF.com JJC 73' s o SEGA LANE CHISELED BOX IN EASTERLY TOP CURB, PER PARCEL MAP 140. 0; 12195,. P.M.B.158/28-40; DILIGENT MANNER, THE CITY ENGINEER � � EXP. 3/31/0a � � DESIGNED BY: T LI TREET TAMARIND AVE.; 60' FOR THE PURPOSE of MAY REQUIRE REVISIONS TO THE PLANS TO r c t i� Q ��r PREPARED DER THE UP SION OF: - -- -- -- -- -- -- -- ------ =,-- - SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH J y o��~ F - -- ' - --------- 6 - -- -- -- - -- - -- --------------- , K- CHECK lZ QQ 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE o OF CP��� ,f 0°00'39" TO NORTHMICHAEL N A. TY L AN CE NO. 43090 EXP. 3-31-04 60.00' 60.00' - 60.00' - 61.00' 65.00' 65 00' 65.00 64.00' II 60.00' 60.00' 2 CD 174 173 `- z z 181 180 179 u 178 4 177 176 175 CD 182 � o J U 1-- � U it W �0 CD OU °'- W C:)+ �-, 00m� 00 II r O U Ln J NU ,- + + „w ---------------------------------- REVISION DESCRIPTION I 1 -1 - CONSTRUCTION NOTES 1, "A RECORD DRAWING Em Em- 1� CONSTRUCT MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. -m- ESS �O CORD RAWLN (SEE GENERAL NOTES 27 & 28} comma <t►yG� 7- u Ln u Q W �Q�AW T M2 36 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 W = �, 6)U +md o N I II U) p N ro 293 NUS � W 511.77 { „w ---------------------------------- - -- - N -1 - CONSTRUCTION NOTES w w 04" m 1� CONSTRUCT MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. ®AYLILLY ST. ESS �O CORD RAWLN (SEE GENERAL NOTES 27 & 28} �. <t►yG� 7- u Ln u Q W �Q�AW T M2 36 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 W = �, 6)U +md o N I II U) p N ro 293 NUS � W 511.77 { 13+43.16 BCR N WFL ! J'f CIV11. �I"OF o 294 CAIljF�Q� w w wCD 66.14' 109.10 51.8 z CITY OF FONTANA, CAL,IFOF - FS ( o J U BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED / + it „w ---------------------------------- - -- - -1 - 64.53' 108.91' 172 I - 17112+57 m _ J � U Ln 00 00 z4j� o o; It N L7 3: 51.6 51.91 o FL;XL I F71,�; m0 Zdmm m LU zcli 6 r7 1 20� 20 N L� 32(�.J --3 Im DAYLILLY ST. CONSTRUCTION NOTES w w 04" IIA 1� CONSTRUCT MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. / ESS �O CORD RAWLN (SEE GENERAL NOTES 27 & 28} AS SHOWN <t►yG� 7- 2O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 Q DRAWING NO. 9 �Q�AW T M2 36 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 = c7 m 5O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 140.63494 EV. Sept. 30'2� ENGINEER: _Izg © CONSTRUCT CROSS GUTTER (w=10') PER CITY OF FONTANA STD. 104 { (SIGNATURE) (DAM J'f CIV11. �I"OF CAIljF�Q� DESIGN ■ CONSTRUCTION CITY OF FONTANA, CAL,IFOF - PLANNINCa ■ BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED QRpFESSIpN STREET IMPROVEMENT PLANS FOR EL = 1077.40 THE BEARINGS HEREON ARE THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO o A 9� T� F 27555 YNEZ ROAD, SUITE 400 TRACT 16074 BASED ON OF JuRUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN l'i9� ■ ■ TEMECULA, CALIFORNIA 92.591-4679 DRAWN BY: EUCALYPTUSSTREET AS NORTH 89°03'21" EAST HEREON AND CARRIED FORTH INA - No 4309 CONSULTING s09.676.8042 FAX 909.676.7240 ■ www.RBF.com JJC 73' s o SEGA LANE CHISELED BOX IN EASTERLY TOP CURB, PER PARCEL MAP 140. 0; 12195,. P.M.B.158/28-40; DILIGENT MANNER, THE CITY ENGINEER � � EXP. 3/31/0a � � DESIGNED BY: T LI TREET TAMARIND AVE.; 60' FOR THE PURPOSE of MAY REQUIRE REVISIONS TO THE PLANS TO r c t i� Q ��r PREPARED DER THE UP SION OF: APP vED Y. -" SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH J y o��~ F DATE: �Z l DD , K- CHECK lZ QQ 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE CONDITIONS AND STANDARDS IN EFFECT. OF CP��� ,f 0°00'39" TO NORTHMICHAEL A. TY L AN CE NO. 43090 EXP. 3-31-04 'Q.G MAT CTIN IN E. 51152 DATE: 89°04'00" EAST. w w cn IIA / 00 SCALE: o AS SHOWN JOB NUMBER 7- 15-100187 15-10018-71 Q DRAWING NO. 9 M2 36 =