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N089059'31"E W N BEFORE DAYS BEFORE CONCRETE BASE OF THE SOUTH ALONG THE CL SUMMIT AVE o YOU DIG YOU DIG LEG OF AN SCE TOWER 343 AS SHOWN ON TR. N0. N NORTH OF HIGHLAND, 0.2 MI 16427-1, M.B. 296/7-11. i^ TOLL FREE 1-800-227-2600 WEST OF SAN SEVAINE RD., N 2.65 MI WEST OF SIERRA AVE. A PUBLIC SERVICE BY o UNDERGROUND SERVICE ALERT Uj ELEVATION: # 1428.609 J_ Of LJ_, X ISOMETRIC VIEW NOT TO SCALE CONSTRUCTION NOTES 0- CONSTRUCT 4" NATIVE ATERIALMCO PACTEDAC (95%) OVER 12" (MIN.) 2� CONSTRUCT ROLLED CURB &GUTTER PER DETAIL ON SHEET 1 O3 CONSTRUCT 6" CURB &GUTTER PER CITY OF FONTANA STD. PLAN N0. 1000 O4 - CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF FONTANA STD .PLAN N0. 403 5� CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. DETAIL 1003 6� 2' MIN SAWCUT &OVERLAY AND JOIN PER DETAIL O ADJUST MANHOLE TO GRADE PER CITY STD. DETAIL 2000 O- REMOVE TEMPORARY BARRICADE LEGEND ® INDICATES' AC PAVEMENT REMOVAL INDICATES AC PAVING RECORD DRAWNG D ft eA ft YzN4to %0�cprv, r•+! H(ASAKER & DISSOCIATES 290 AVAMS Sr STE A-15, MVW1W. CA. Wb4- 051) 3SZ-7200 6 DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT QA N89'48'38"E 25.00' 336.55' 27.46' © 00 00 25.00' 281.56' o © a� 2638.00' 10.00' 218.48' Q S89'48'38"W 800.00' 281.56' 41.82' AC AC ❑ N88'45'25"W 776.00' 10.00' AC SHOWN DATE: � �' ro� ` + 6 STD. CURB T AC AC ❑ ❑ I �0tK CD 0 CURB FACE Jun 07, 2007 SHEET + �\\�\\�FF�� ljt/ PER DETAIL ON APP OVED -� ^ � DRAWING N0. 4 tK ' \ / RCE 5802 EXP -6/30/08 A PAUL R. IODDLESTON JR. SHT. 3 5TY ENGIkfR RCE 51152 4288 3 DATE _ OF AC � U m GFF AC GFF- GFF I GFF AC 10.0 TRANSITI I 655. I I 655.3 I 655.6 I 655.8 GFF - ROLLED CURB T0� I 22, I 21 I I 656. 6 STD. CURB & GUTTER PER DETAIL ON SHT. 3 I , I L ----------------------­---- ----------------------- 1 7]L- 1 98 11+00.00 ECR EX. SEWER I I EX. WATER20' it CURB 6 - 10 MIN, TRANSITION LENGTH -' -- - - CURB BACK OF CURB ---- ROLL SECTION _ _ ° ° OUO --_ o o o -- - r - - -, 0 0 0 - � - - FLAT SECTION EXPANSION JOINT PLAN VIEW 6 CURB PAN - -. O . ---- te m ROLLED CURB ' J CLASS "B" CONCRETE Nr C14 CD 0 5 10 20 30 40T 0 0 v �_�_ : MAINTAIN GUTTER GRADIEN C N o v' o v o o' o o o' o r SCALE: 1" = 10' , , • . •. •. a • a . • : • . C) C LLJ Z31- 00 a-LJ 0 0 v o is o C)f r-00 00(o �N iCD o BENCH MARK: # 8-17 BASIS OF BEARINGS: Q) DIAL TWO WORKING A BRASS CAP IN THE THE BRG. N089059'31"E W N BEFORE DAYS BEFORE CONCRETE BASE OF THE SOUTH ALONG THE CL SUMMIT AVE o YOU DIG YOU DIG LEG OF AN SCE TOWER 343 AS SHOWN ON TR. N0. N NORTH OF HIGHLAND, 0.2 MI 16427-1, M.B. 296/7-11. i^ TOLL FREE 1-800-227-2600 WEST OF SAN SEVAINE RD., N 2.65 MI WEST OF SIERRA AVE. A PUBLIC SERVICE BY o UNDERGROUND SERVICE ALERT Uj ELEVATION: # 1428.609 J_ Of LJ_, X ISOMETRIC VIEW NOT TO SCALE CONSTRUCTION NOTES 0- CONSTRUCT 4" NATIVE ATERIALMCO PACTEDAC (95%) OVER 12" (MIN.) 2� CONSTRUCT ROLLED CURB &GUTTER PER DETAIL ON SHEET 1 O3 CONSTRUCT 6" CURB &GUTTER PER CITY OF FONTANA STD. PLAN N0. 1000 O4 - CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF FONTANA STD .PLAN N0. 403 5� CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. DETAIL 1003 6� 2' MIN SAWCUT &OVERLAY AND JOIN PER DETAIL O ADJUST MANHOLE TO GRADE PER CITY STD. DETAIL 2000 O- REMOVE TEMPORARY BARRICADE LEGEND ® INDICATES' AC PAVEMENT REMOVAL INDICATES AC PAVING RECORD DRAWNG D ft eA ft YzN4to %0�cprv, r•+! H(ASAKER & DISSOCIATES 290 AVAMS Sr STE A-15, MVW1W. CA. Wb4- 051) 3SZ-7200 6 DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT QA N89'48'38"E 25.00' 336.55' 27.46' © N89'48'38"E 25.00' 281.56' 25.17' © N86'56'41 "E 2638.00' 10.00' 218.48' Q S89'48'38"W 800.00' 281.56' 41.82' Q N88'45'25"W 776.00' 10.00' 13.02' it CURB 6 - 10 MIN, TRANSITION LENGTH -' -- - - CURB BACK OF CURB ---- ROLL SECTION _ _ ° ° OUO --_ o o o -- - r - - -, 0 0 0 - � - - FLAT SECTION EXPANSION JOINT PLAN VIEW 6 CURB PAN - -. O . ---- te m ROLLED CURB ' J CLASS "B" CONCRETE Nr C14 CD 0 5 10 20 30 40T 0 0 v �_�_ : MAINTAIN GUTTER GRADIEN C N o v' o v o o' o o o' o r SCALE: 1" = 10' , , • . •. •. a • a . • : • . C) C LLJ Z31- 00 a-LJ 0 0 v o is o C)f r-00 00(o �N iCD o BENCH MARK: # 8-17 BASIS OF BEARINGS: Q) DIAL TWO WORKING A BRASS CAP IN THE THE BRG. N089059'31"E W N BEFORE DAYS BEFORE CONCRETE BASE OF THE SOUTH ALONG THE CL SUMMIT AVE o YOU DIG YOU DIG LEG OF AN SCE TOWER 343 AS SHOWN ON TR. N0. N NORTH OF HIGHLAND, 0.2 MI 16427-1, M.B. 296/7-11. i^ TOLL FREE 1-800-227-2600 WEST OF SAN SEVAINE RD., N 2.65 MI WEST OF SIERRA AVE. A PUBLIC SERVICE BY o UNDERGROUND SERVICE ALERT Uj ELEVATION: # 1428.609 J_ Of LJ_, X ISOMETRIC VIEW NOT TO SCALE CONSTRUCTION NOTES 0- CONSTRUCT 4" NATIVE ATERIALMCO PACTEDAC (95%) OVER 12" (MIN.) 2� CONSTRUCT ROLLED CURB &GUTTER PER DETAIL ON SHEET 1 O3 CONSTRUCT 6" CURB &GUTTER PER CITY OF FONTANA STD. PLAN N0. 1000 O4 - CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF FONTANA STD .PLAN N0. 403 5� CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. DETAIL 1003 6� 2' MIN SAWCUT &OVERLAY AND JOIN PER DETAIL O ADJUST MANHOLE TO GRADE PER CITY STD. DETAIL 2000 O- REMOVE TEMPORARY BARRICADE LEGEND ® INDICATES' AC PAVEMENT REMOVAL INDICATES AC PAVING RECORD DRAWNG D ft eA ft YzN4to %0�cprv, r•+! H(ASAKER & DISSOCIATES 290 AVAMS Sr STE A-15, MVW1W. CA. Wb4- 051) 3SZ-7200 6 DATA TABLE REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND NOT BE 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. RECORa ORA r✓1w/GS G �4 � L/ala - a 3 CF SEE KATE WAY STREET IMPROVEMENT PLANS SHEET 3 DWG NO. 3866 SHT 3 10+ V G y V � P P J P n VC O V' �A 2 1.50 '11 BEARING/DELTA RADIUS LENGTH TANGENT 01 95'22'32" 25.00' 41.62' 27.46' 02 90'23'24" 25.00' 39.44' 25.17' Q 9'28'08" 2638.00' 435.97' 218.48' ® 5'59'05" 800.00' 83.56' 41.82' 0 1'55'21" 776.00' 26.04' 13.02' REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND NOT BE 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. RECORa ORA r✓1w/GS G �4 � L/ala - a 3 CF SEE KATE WAY STREET IMPROVEMENT PLANS SHEET 3 DWG NO. 3866 SHT 3 10+ V G y V � P P J P n VC O V' �A 2 1.50 '11 FIT ;% SCALE. 1" = 10' 81.69 t u Plans Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA ECR �,�-QROFEss, ���\� HUNSAKER &ASSOCIATES tK' STREET IMPROVEMENT PLAN ° \ IRVINE, INC INLAND EMPIRE REGION DRAWN BY: N 6�� G�; SCALE: / G 4 EX. R/W C m � m 10.0' TRANSITION lb SHOWN DATE: � �' ro� ` + 6 STD. CURB T P SHEET I �0tK CD 0 CURB FACE Jun 07, 2007 SHEET �\\�\\�FF�� ljt/ PER DETAIL ON APP OVED -� ^ � DRAWING N0. 4 tK ' \ / RCE 5802 EXP -6/30/08 A PAUL R. IODDLESTON JR. SHT. 3 PARKSIDE WAY -REFER TO co�`�^�• ��'., \ TRACT 16870 STREET ii 5 c0 ►�� D IMP. PLANS DWG NO. 3797 SHT. 8 FX X r - C) J N 0 c 0 W cn W Q' a 0 co N 0 M O W Q d W a Q 0 0 z SCALE. 1" = 10' Plans Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA �,�-QROFEss, ���\� HUNSAKER &ASSOCIATES STREET IMPROVEMENT PLAN NUDDLFS,T� `l� �, I� Q Z % IRVINE, INC INLAND EMPIRE REGION DRAWN BY: TRACT' 16871 SCALE: 0° co Uj a NO. 58020 m Expires 06/30/08 2900 ADAMS STREET, SUITE A-15 RIVERSIDE CA 92504 (9511352-7200 AB DESIGNED BY: SHOWN DATE: I PLANNING/ENGINEERIN URVE AGO NT RELATIONS P SHEET 0 0 Jun 07, 2007 SHEET �\\�\\�FF�� ljt/ CHECKED BY: APP OVED Y: / _1 ^ � DRAWING N0. C53 / RCE 5802 EXP -6/30/08 A PAUL R. IODDLESTON JR. PRH 5TY ENGIkfR RCE 51152 4288 3 DATE _ OF