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Home My WebLink About3323-2F-> �~ /~\/| ��_� | ]-{ /-\ {_, | ~ -18 \ /�� (l / « 4� EXISTING IMPROVEMENTS PER HEMLOCK AVENUE IMPR VEIVENT PLANS DWG. NO. 2892 ?SHEET 3) TR -\ /-' | |�l(l[�IlIl_� 10, v 2140 TC f4 '('TO BE REMAIN 10+57;11 ECR 22 USE AREA 8 ELEV.= 1428.609O 1112�� | � INT. 44+75.24 HEMLOCK AVENUE � =STA, 10+00.00 BLUE SPRUCE LANE 2-1 IER TRACT 16078 SHEET 4) 24 IMPROVE ARIN _'020-020 0-0 0 � 4 25 \01 ",,92.00" 7777, 27 BLUE SPRUCE LANE SEE SHEET 3 CONSTRUCTION NOTES 20 INSTALL 22000 LUMEN H.P.�V.; #20, 30' HIGH STREET LIGHT PER 3TD, PLAN NO. 106 10+56891 BCR CONSTRUCT X -CUTTER PER STD. PLAN NO. 105 AWOD|RB} W=F/\ 21 REMOVE EXIST. DRIVEWAY DEPRESSION AND CONSTRUCT R" CURB & GUTTER CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1005 ~~ PER STD. PLAN NO. 1003 `-^CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015APPLY 23@ -APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRAN3 STD. PLAN NO. A24D THERMOPLASTIC 12^ SOLID WHITE STRIPE PER CALTRAN3 STD. PLAN NO. A24E CD SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT ~~24 AS SHOWN ON DETAIL ON SHEET 1 REMOVE EXISTING TREES INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 25 ^-^Kr7�-RE[OCATE REMOVE EXISTING CONCRETE SIDEWALK EXISTING STOP SIGN �t STREET NAME SIGN �� POLE TO BEHIND SIDEWALK AT 00 CONSTRUCT 8" CURB �b GUTTER PER STD.PLAN NO. 1O�� ' \' ^-' -REMOVE EXISTING 8" CURB 6b CUTTER 20', DRAINAGE BCR OF HEMLOCK DCONSTRUCT 0" TO 8" Cl TRANSITION (REFER TO STD. PLAN NO. 1003) EXISTING BLOW -OFF TO BE RELOCATED 5O C.L. OF STRUCTURE IS 2' OFF CURB FACE `��/�^\-'|N3TALL \��/ c R1 STOP 3|CN ON STREET NAME SIGN POLE ~-^ CONSTRUCT PARKWAY DRAIN PER STD. DETAIL NO. 124 /REFER TO STD. DETAIL NO. 139\ 34 REMOVE EXISTING BLOCK 8c WROUGHT IRON FENCE 13 INSTALL 9500 LUMEN H.P.3.V' #10' 27' HIGH STREET LIGHT PER STD' PLAN NO. 1016 .~ EXISTING STREET LIGHT AND POLE T� BE REMOVED BY �'C'E�' POLE NO. 4377713E15 REMOVE EXISTING A.C. PAVEMENT `-^ CONSTRUCT M" THICK CONCRETE SPANDREL AND 8" CURB RETURN (MONOLITHIC POUR) 16 CONSTRUCT VARIABLE THICKNESS A.C. CAP (GRIND EXIST. PAVEMENT 0.10' MIN.) PER CROSS -CUTTER DETAIL STD. PLAN NO. 105 17 CONSTRUCT 0.5" MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL EX|ST|NQ POWER POLES TO BE REMOVED DUE TO ELECTRICAL LINES BEING PLACED 00 UNDERGROUND BY S.C.E. SAVVCUT AND REMOVE EX|ST, CURB RETURN AND PORTION OF EX|ST, CROSS -GUTTER BENCHMARK: r+ 0- 1-- OWNER DEVELOPER: 001 7 LO BLOCK/WROUGHT IRON FENCE IN CN (n C6 57< NEW CALTRANS BENCHMARK NO. 8-17 WEST C-0 (D FRONT OF LOT 30 00 Uj BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 18" STORM DRAIN co 13: ERTIES SEVAINE RD., IN SOUTH CONCRETE BASE OF HIGHLAND AVE, FROM SIERRA AVE, ELEV.= 1428.609O 1112�� | � INT. 44+75.24 HEMLOCK AVENUE � =STA, 10+00.00 BLUE SPRUCE LANE 2-1 IER TRACT 16078 SHEET 4) 24 IMPROVE ARIN _'020-020 0-0 0 SEAL -ENGINEER ne No. 25917 Exp, 12/31/05 INT. 50+34.38 HEMLOCK AVENUE STA. 230+52.53 SOUTH HIGHLAND AVENUE EXISTING IMPROVEMENTS PER DWG. NO 2892 (SHEET 4) EXIST. 2" WATER 00 L NM EXIST. GAS 19 EXIST. 16" WATER IST. F.HJ LCo A ) | /\ �-) k | r1 r1 ��_�/-\ r1/-\_�/�\z` -| 7'| | �n CK)�i0 � | �� r� | \| // // (-) \ / /, \ / \ / �� | SOUTH HIGHLXNA', AVENUE SEE SHEET 5 Underground Service Alert CURVE DATA » 0 DELTA RADIUS LENGTH TANGENT SCALE: 1 - �0' �un��. / - -ru Em 0 20' 4O' 8D' 120` 150' � \±�' \ v��uu | �u.v� 1 u-��/ \ ��.�u 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 FAX (909) 785-5180 PREPARED BY: R.C.E IN 0. 25917 DATE: 4-14'-627 RICHARD A. SCIANNI CITY OF FONTANA, CALIFORNIA DRAWN BY: SE STREET IMPROVEMENT PLANS TRACT 16210 ATE—. -"— AVENUE SEPTEMBER, 2002 DWG, NO, SHEET R.C.E. 51152 3323 2 OF5 JN590/4-11-03/590oip2.DWG/SA-0 4 25 \01 ",,92.00" 7777, 27 10+56891 BCR EXIST, DRI (TO BE Q� x 25 34 .78 ECR CD CD Uj 4, CD 00 20', DRAINAGE EASEMENT WHERE POSSIBLE, CONTRACTOR IS 00 + CR TO PROTECT EXISTING COMBINATION r+ 0- 1-- 001 7 LO BLOCK/WROUGHT IRON FENCE IN CN (n C6 57< C-0 (D FRONT OF LOT 30 00 Uj 18" STORM DRAIN co 13: SEAL -ENGINEER ne No. 25917 Exp, 12/31/05 INT. 50+34.38 HEMLOCK AVENUE STA. 230+52.53 SOUTH HIGHLAND AVENUE EXISTING IMPROVEMENTS PER DWG. NO 2892 (SHEET 4) EXIST. 2" WATER 00 L NM EXIST. GAS 19 EXIST. 16" WATER IST. F.HJ LCo A ) | /\ �-) k | r1 r1 ��_�/-\ r1/-\_�/�\z` -| 7'| | �n CK)�i0 � | �� r� | \| // // (-) \ / /, \ / \ / �� | SOUTH HIGHLXNA', AVENUE SEE SHEET 5 Underground Service Alert CURVE DATA » 0 DELTA RADIUS LENGTH TANGENT SCALE: 1 - �0' �un��. / - -ru Em 0 20' 4O' 8D' 120` 150' � \±�' \ v��uu | �u.v� 1 u-��/ \ ��.�u 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 FAX (909) 785-5180 PREPARED BY: R.C.E IN 0. 25917 DATE: 4-14'-627 RICHARD A. SCIANNI CITY OF FONTANA, CALIFORNIA DRAWN BY: SE STREET IMPROVEMENT PLANS TRACT 16210 ATE—. -"— AVENUE SEPTEMBER, 2002 DWG, NO, SHEET R.C.E. 51152 3323 2 OF5 JN590/4-11-03/590oip2.DWG/SA-0