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HomeMy WebLinkAbout5707-4UKIVE i p o ; o p po o O + Lo ca o w + v CD p + �n o r. o ^ I r7 0 ^ o o M :�------- N p CD O ro O O p rte" + O N O 0 0 + �n ^ o O 0 1 0 o O °D o+o o �" i 0 o rn 0 o M + v "' " ----- o CD ro EXISTING GRADE Q 1050_j— `�L 0 34' N/0 CENTERLINE + 1050 a:— N LY T C U N,LY T C i. O M o + CD LO N o �^ + O I M ^ Lo p O W - o o + �_ �A 0 0, + o (V O ^ p ,�� N O O O � O ,(/(♦1 + • r p o a00 + Lo .-. O O �/M O + to - ---- `•, + C=) O Lo O ,.r� r- Cl J Q.� �— \ EX. GRAD NE T CO 1050 �♦_^^ — 0 U 1050.: CL U) V, CYPRESS o' CL AVENUE W U o (D Q 'U o c; (7) rr^^ C) o co O ✓ ^---- o VJ Z EXISTING GRADE J L-78 43' 0 34' S/0 CENTERLINE o,~� C::) �� n o CD o ry r''� �: �o 0.65% I I _CURVE A o oo cnv + tn U U U O� ON I U M ~ p't' d Cl 1 U ~M O p CD o M C:) u ~ O N� +L m O L -------._-t,.. Q U O M a i PROP. TOP OF CURB 1050 S' LY TC EX 3 5` W Em o-� i i0 34 S/0 CENTERLINE '10 5 0 SLY T C U V 1050.31 TC O O R/W �} N z ULTIMATE N Oi R/ TC o _ O a 0 36+00 37+00 EX 8" WATER I --- - 17' E/O � - EX 24" RCP SD 2 6.5' E/O y 00 8 I © 100.5 1049 2 Olt HEREON 11 2 1049.14TC X PP4524 87 7 1048.47FL STA 3 +42.82 SEE SHEET 3 MATCHLINE - STA. 36+42.82 BCR CYPRESS AVE. PAVEMEW LEGIEND - REMOVE EXISTING AC PAVEMENT - CONSTRUCT NEW ASPHALT PAVEMENT - CONSTRUCT NEW PCC SIDEWALK - GRIND AND OVERLAY - CONSTRUCT PCC IMPROVEMENTS SEE DETAIL SHEET TREES j I -K cow V BENCH MARK: CITY OF FONTANA BENCHMARK NO. "289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. ELEVATION = 1032.22' Q 39+00 CONWC EXIST _ . __ R/W , i -_--_ 5 b (ioszcw , --- 26 a -I 1051.68TC 1051.01FL o m V) o_ U O co x W SANTA TOLL FREE -qmm�-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 42+00 43+00 ON POOL I W TREES STA 42+37.18 INTERSECTIONS rn 7—/ -7 3 1054.01TC/ o ,� 1053.34FIL o 0 0 cc N F- OcV r7 cD pi O M = cn Of to >k w F¢ -m FF --X FQ-X FQ-X N C'TREES 17 19 20 23 -- - -- -9 10 9 10 ANA AVENUE 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 REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 0 20 40 80 120 SCALE:1 "=40' QROFESS/ONq 2 �c * R.C.E. N0. 56155 r S Exp. 12-31-18 Q 9�F SIV F��� OF C N01 Prepared Under The Supervision Of Thieves Engineering, Inc. CIWL ENGINEERING • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 PH. (714)521-4811 FAY(714)521-4173 Z.; -W_ � G j< Date REINHARD STENZEL RCE NO. 56155 CURVE 1050.31 TC 3 TYP. LENGTH R/W 1049.64FL 89'52'33" z ULTIMATE W R/ TC o 0 CF C a 0 TC O 3 O d p CIF .69TC N 00 (/) 104 .02FL B�9 Iv 26 W� >< U-) ��ss 1049.39TC SANTA TOLL FREE -qmm�-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 42+00 43+00 ON POOL I W TREES STA 42+37.18 INTERSECTIONS rn 7—/ -7 3 1054.01TC/ o ,� 1053.34FIL o 0 0 cc N F- OcV r7 cD pi O M = cn Of to >k w F¢ -m FF --X FQ-X FQ-X N C'TREES 17 19 20 23 -- - -- -9 10 9 10 ANA AVENUE 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 REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 0 20 40 80 120 SCALE:1 "=40' QROFESS/ONq 2 �c * R.C.E. N0. 56155 r S Exp. 12-31-18 Q 9�F SIV F��� OF C N01 Prepared Under The Supervision Of Thieves Engineering, Inc. CIWL ENGINEERING • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 PH. (714)521-4811 FAY(714)521-4173 Z.; -W_ � G j< Date REINHARD STENZEL RCE NO. 56155 SANTA ANA AVE. &CYPRESS AVE S/E CURB RETURN ACCESS RAMP PER STD. PLAN NO 1003 SCALE: 1 "=20' CURVE TABLE CURVE 1050.31 TC 3 TYP. LENGTH TANGENT 1049.64FL 89'52'33" 50.00' 78.43' 1050.06TC 1049.39FL 1049.2 TC 0 CF 1:6 11149.14 TC 0 104 CIF .69TC 00 - 104 .02FL B�9 Iv 26 ops ��ss 1049.39TC .mss, ice 1048.72FL SANTA ANA AVE. &CYPRESS AVE S/E CURB RETURN ACCESS RAMP PER STD. PLAN NO 1003 SCALE: 1 "=20' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT A 89'52'33" 50.00' 78.43' 49.89' CONSTRUCTION NOTES J SAW -CUT & REMOVE EXISTING A.C. PAVEMENT. 2O PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS 3O REMOVE/RELOCATE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W. 4O REMOVE EXISTING CURB AND GUTTER 5O REMOVE EXISTING SIDEWALK 6O REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003 7O RELOCATE EXISTING POWER POLE BY SCE - FOR REFERENCE O REMOVE EXISTING RESIDENTIAL DRIVEWAY O9 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000 10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS) 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003. n n n 12 CONSTRUCT 4 A.C. OVER 6 A.B. OVER 12 OF NATIVE COMPACTED TO 95% O C ( ) FOR NEW PAVING IN JUNIPER AVENUE (T.I.=6.5) 13 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0) 14 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0) 15 REMOVE EXISTING MAILBOX 16 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) 17 AJUST TO GRADE EXISTING SEWER MANHOLE 18 ADJUST TO GRADE EXISTING STORM DRAIN MANHOLE 19 ADJUST TO GRADE EXISTING WATER VALVE 20 RELOCATE EXISTING FIRE HYDRANT (BY FONTANA WATER COMPANY) 21 REMOVE AND CAP EXISTING SEWER CLEAN OUT 22 REMOVE EXISTING GAS METER 23 PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS 24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS 25 REMOVE EXISTING STAND PIPE 26 REMOVE EXISTING FENCE 27 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. PLAN 1007 28 CONSTRUCT SIDEWALK AROUND OBSTRUCTION PER FONTANA STD. PLAN 1006, AND DETAIL ON SHEET 2 29 CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS 30 GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN. DRAWN BY: G.P. DESIGNED BY: M.S.R. CHECKED BY: R.S. DRF 15-017 CITY OF FONTANA, CALIFORNIA W STREET IMPROVEMENT PLAN Of SANTA ANA AVENUE FROM CYPRESS AVENUE TO STA. 45+00.00 SCAAS SHOWN SOUTH WEST FONTANA LOGISTICS CENTER DATE: ER OF SANTA A & CY ESS AVE (PARK SITE) N o i an M APP R Y: DRAWING NO.: 4 80 TE:� �� 5 g CITY ENGINEER R.C.E. 51 52 `5707 9 o