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HomeMy WebLinkAbout3624-18_ _STA: = ST Underground Service Alert1 Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG I U -I- U U REFERENCE PLANS 11+UU REVISIONS AL I DATE I APPROVAI I DATE 12+00 3.226 HEMLOCK AVE. NOTE: SEE SHEET 18A FOR PAVEMENT RELOCATIONS AND REMOVAL PLANS. CURVE DATA TABLE O A/BEARING F- L T 0 N 00.11'51 "E - 50.292m [165.00'] - © 11'30'26" 230.000m [754.59'] 46.193m [151.55' 23.174m [76.03'] © N 11'42'17"E - 21.073m [69.14'] - OD 11'22'50" 230.000m [754.59'] 45.684m [149.88] 22.918m [75.19'] O N 00.19'27"E - 49.984m [164.00'] - OF 90'00'00" 10.500m [34.45'] 1 16.493m [54.11] 10.500m [34.45] © 90'07'54" 13.716m [45.00'] 21.577m [70.79] 13.748m [45.10'] OH N 89'48'9" W 18.694m [61.33'] O N 77'21'42" W 2.430m [7.97'] ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. FOR REDUCED PLANS ORIGINAL o 20 40 60 so - SCALE IS IN MILLIMETERS EA 317900 r77 HallFbreman DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS O � QROF"ESI'syo�S�2 CITY OF FO TANA, CALI ONIA �w�w��, F.. Civil Engineering • Planning • Surveying IT Public Works W w No.26229 _Z DRAWN BY & DRAIN. IMPROVEMENTS SCALE: 420 Exchange, Suite 100 •Irvine, CA 92602 •714/665-4500 * Exp.3/31/06 * s A.N.STREET BY a HEMLOCK AVENUE AS SHOWN v DESIGNED PREPARED UNDER THE SUPERVISION OF: CIVI1. o���Q Orr- E.M.R. , DATE: cA��F CHECKED BY STA 10+00 TO STA. 12+ 13.226 1 E.M.R. MAY 2005 cc .- 2.0 ^ O5 JOB NO. APPROVED DR. NO. SHT. NO. J HN CURT HOG! R.C.E. NO. 26229 DATE 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 18 OF 44 ° ' 17.1 Om 6.23 VI VF -E A TA=11+10 - ALONG THE URB Q O U SB d �ii 6 V 17.49/21.09 9.� 6m [30. 0'] ALON THE CURB K 5.92 � � ALO G THE CURB � � ---- ---- ---- U- �- P I EL. 38 174 �- 3 .88 mm 101.4 U o+ o 1 5215 ° r7 Co /4 L1 4 ALONGTHECURB °�' Q c0 '- o_ Co '� 0) N U U w ~ °/4 A/4 r� •- �, Q ori w N '� r7 ��o 00 t i�/ + F' U U U N~ L O d W O00 m W W -j '� c0 00 N P11W �� T , y / No ��- r N o o r7 N N ,,6� N o > � R PO ED W'L M Q J W 00 N r? r7 o ~�' °/4 °� °� STREET CONSTRUCTION NOTES LO J_ M r i N 04 4 in cO_ ,,� J U U IcO a- J � 21. 77 rr [70.72'] ~ "� ro ' Uj w v w w Q13% 3) --CONSTRUCT CALTRANS STD. NSP A88A CURB RAMP � do U F- o -i --i � J 13% P I ST =11 10 CASE E. P EL. 385.000 (p, 12% ---- D.= o 18 REMOVE EXISTING PAVEMENT - - - K 76.9 3 00 �* (2 0%) 0. 00% PVI STA 10+ 2.0 Ur7 - - 30 REMOVE EXISTING STORM DRAIN LATERAL. x o "" 04 40 PROTECT IN PLACE (FACILITY PER PLAN). o o cn aoo �' r? F- rCo ori _j w Co > > w w 1 09`y N � o �'- N � + � „ 43 CONSTRUCT MODIFIED CATCH BASIN TYPE A PER COUNTY OF SAN BERNARDINO STANDARD N0. 206, �; r7 Nil cn o 00 '`� ,� 00 t� i DD F- J _ - N �' O co rn N L) `- "' 'n � LU �`' - - _ __ ,N ± w z X = 2.1 M ADD # 4 BARS ®12" O.C. IN BASIN FLOOR n» 52 CONSTRUCT LOCAL DEPRESSION TYPE B PER SAN Im-: 00 01V- 00 0 v7 N (n > W J w 00 W W n� XI TINGFINIS + d cn -Lill z . n c0 N n .- o+ �" ~ N -i w BERNARDINO COUNTY ROAD DEPARTMENT STD. NO. 203 B. 0 � w I_ 4 � 00 00 00 ¢ "�j i ti LU CONSTRUCT CURB & GUTTER PER COUNTY OF SAN BERNARDIN _r V I- �J o W 70 a STD. PLAN NO. 115, 200mm [8"] CURB & GUTTER O%_ W J w w w .- P 0.00mV I ST =11 10- _ _ _ _ __2_ ___ 2 f POomm 3 q°)�" """, CONSTRUCT PORTION OF CROSS GUTTER SPANDREL PER OT ° 2 - - - - -Oa - ~ _ 71 COUNTY OF SAN BERNARDINO STD, PLAN N0. 119, CROSS A.D. 00 LO T P F UR _ __ """ GUTTER 3G G 3 0 0 N 06 ° 28 527 [ 9 ] u7 C + CONSTRUCT DRIVEWAY PER COUNTY OF SAN BERNARDINO 73 - _ PVI STA 10+ 2.00 1J .59' v 0 T r o r .- ,n Co _ 1 521 % ►� N v STD. PLAN N0. 128, RESIDENTIAL DRIVEWAY APPROACH WITH CURB. N H€ B ° 4 / / 4 / 4° 4 N v � rn 76 CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; = N w m U f- c0 rn r7 _j J w �? v M F- N• X SEE PROFILE FOR D LOAD D U U ~ IU- UI- FU- 0) 0 0 - 00 N 0 00 0C W c} 00 Cc (n W z O (/) W to W N + Q O Q m N ~Ircun' _ N O N OLID m m -1 00 W c0 '1' to 00 00 i r7N N N+ LO W r7 +Q '- OC L r 3% F- U F- O_ m cn w i w w w r7 W U Wfn W m cn W 83 51.9 1 m ] 76.55'] m _j I 0 13 [79.28'] SCALE HORIZ. 1:500m ° 1 FT I I L I I I I VERT. 1:50m _ _STA: = ST Underground Service Alert1 Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG I U -I- U U REFERENCE PLANS 11+UU REVISIONS AL I DATE I APPROVAI I DATE 12+00 3.226 HEMLOCK AVE. NOTE: SEE SHEET 18A FOR PAVEMENT RELOCATIONS AND REMOVAL PLANS. CURVE DATA TABLE O A/BEARING F- L T 0 N 00.11'51 "E - 50.292m [165.00'] - © 11'30'26" 230.000m [754.59'] 46.193m [151.55' 23.174m [76.03'] © N 11'42'17"E - 21.073m [69.14'] - OD 11'22'50" 230.000m [754.59'] 45.684m [149.88] 22.918m [75.19'] O N 00.19'27"E - 49.984m [164.00'] - OF 90'00'00" 10.500m [34.45'] 1 16.493m [54.11] 10.500m [34.45] © 90'07'54" 13.716m [45.00'] 21.577m [70.79] 13.748m [45.10'] OH N 89'48'9" W 18.694m [61.33'] O N 77'21'42" W 2.430m [7.97'] ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. u LEGEND • CONC. SIDEWALK a, A .: . 1.+ + + + + + + REMOVE EXIT. PAVEMENT + (0C5 n F- = STA. 8 .770 HILTON DR. GRAPHIC SCALE � + N �c� CL INTE ECTION ,E U ( IN METERS ) Q r\ `- 10 0 5 10 20 30 40 50 6, maml 1-22 V) "' w CO NT OF SA BERNARDINO 1:500m ;r NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. FOR REDUCED PLANS ORIGINAL o 20 40 60 so - SCALE IS IN MILLIMETERS EA 317900 r77 HallFbreman Inc. O � QROF"ESI'syo�S�2 CITY OF FO TANA, CALI ONIA �w�w��, F.. Civil Engineering • Planning • Surveying IT Public Works W w No.26229 _Z DRAWN BY & DRAIN. IMPROVEMENTS SCALE: 420 Exchange, Suite 100 •Irvine, CA 92602 •714/665-4500 * Exp.3/31/06 * s A.N.STREET BY a HEMLOCK AVENUE AS SHOWN v DESIGNED PREPARED UNDER THE SUPERVISION OF: CIVI1. o���Q Orr- E.M.R. , DATE: cA��F CHECKED BY STA 10+00 TO STA. 12+ 13.226 1 E.M.R. MAY 2005 cc .- 2.0 ^ O5 JOB NO. APPROVED DR. NO. SHT. NO. J HN CURT HOG! R.C.E. NO. 26229 DATE 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 18 OF 44 ° '