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HomeMy WebLinkAbout5157-210111111111iiiiimmmimudli 111111111101111111111111 MUNN 1111111111111111111111111111111 11.1111111.11111 � i E �■■■i■111� ■■■■■iii■■■■■ ■ RII__IIIIIIIIIIIIIIIIIII ■ii ■�.■■n MIME1111111111111111111111111111111111111111111111111111111111.... 1111 1111111111111111111111MIN111111111111111111111111111111111111111111111111111111111111111=111111111M mE1111110111111111111111=11111111111111111111=1111111111111111PRWRIINIIIINININIIMMI111111111 111111111111111 111111111111111111111111 I 111111111111111= 111•11111111111111111 1,11111111 un'llIllIllIlliiiMillIllMIIIIIIIIIIIIIIIWi of ummolli IIIIIIIIIIII 111111111111111111111111111111111 ■1111111111111111111111111 11111111111111111 111111111111111111111111111111111111111111 ■ �1111111111111111111111111 ■11111111111111111111111 111111111111111111111111111111111111111111 111111111 ai,............. . .. ,...... 111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111 11 1111111111111111111111111111111111M111111111111111111111111111111111101111111111M11111na 111 1111111111111111111111111111111111111111111111111mmr1111.11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIUIIII� ■� RIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIII�iiu�m■■■■iIIIIIIILIMIIIIIMUIMIIIIIIIIIIIIIIIMIIIIIIINIHMINIIIEIIIIIEEIIIIIIIIIIIIIVIIIIIIIIIIIININIIIIIIRRIIIIII 11111111 1111 111111111111c EM1111: 111111111 M v 1111 MI MIME 11111‘cq\J-Itca 1111 11 :4)!F-3 1111111111 rL2 1111111111111111111111111111111111 11111111111111 MIN11111111111111111111111111111111111111111111111111 11111 INE1111111111111111111MEPIIIIMIIIIIMINI 1111111Ru OSE6131 �IIIIIIIIIIjIIIIII11■ mommumiumeimammamimmommommtomm.ammomumnimammumormaammummumum NMI i 22 LJ - N c0 Ln r - LL U O 4' 0 m LL O L11 r- 0 m 23 APN 0J92-371-01 O 0EX R/W� PROFILE SCALE: HOA: 1 "=20' VER: 1 =2 EXIST UTILITY RISER (PIP) 24 POWER POLE TO OTHERS) AND UT UNDERGROUNDED PLAN AND PERMI BE REMOVED (BY ILITIES TO BE PER SEPERATE T U- O • U N O CON. 25 EXIST UTILITY MANHOLE (PIP) 6Ot3 mm (24") �,`"'' SEE NOTE SECTION INLET TYPE ;2 E INLET TYPE 2 1' e DETAIL OF ANCHOR CURS FACE INLET TYPE III IANCHOR RECTANGULAR FRAME. AND COVER PER • SPPAC 152 --- E HINGE COVER AT TOP OF FRAME PIPE PER PLANS "'fin 7.5 mm 3` .. SECTION (6 INLET TYIPE 1 CURS FACEE ( MI▪ N POINT M POINT N POINT . P p INT Q A PLAN 3000 mm (101 3000 rnm (10'1 TO GRADE LINE AS SHOWN ON PROFILE TOP OF CURS POINT M S, rrna 300 (12"1 J 8A.1 240 (7i POINT N 5/2 PROFILE FOR S = 750 mm (301 AND LESS, USE 2 ANCHORS. OTHERWSE, USE 3 ANCHORS. 450 (181 600 (241 240 (71 240 (71 750 (301 900 (361 1050 (421 1200 (481 240 (7'1 240 (71 210 (61 180(5'1 1350 (541 Z25 (6-1/21 1500 (601 180 (5'1 )650 (66) 180 (41 1800 (721 129 (3--1/21 FOR S • 1200 mrn (48') AND LESS. B-75rnm t3') USE 64x51x9.5 (2-1/2%2 x3/8') GALVANIZED STEEL MOLE TOP OF CURB POINT P POIINT Q CALGLEVANZED STEEL SIDEWALK i FINISH • ._:. OTHERINSE, 8 = 100 mm (41. USE 89x76x12.7 (3-t/2'z3'x1/2l GALVANIZED STEEL ANGLE. J BARS ARE f1ON (13). 200(8 . 16 j mm MATE$ To SECTION A—A EXISTING S 150 own '111(3O124IMAXOC j � E SECTION B—B •s1' J BARS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION l - - PROMULGAITD SY THE CREERSOOK PUBLIC WORKS I 1093 111011 ', ` : z PARKWAY DRAIN A�� AN STANDAR 151-1 SHEET 1 CIF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS S CO+.S'RUCT'ION4 co EX R'W O 1-0 M U J O I— LL LA CT A LC) CO co t N N In TT 471 - — LU 0 N (V OD N N N 0 N J U- LO LC) CO CV ^ U J Ntiti v'LI)- OW r N- Ln Cn a0 Ln0-, Ln 4 + Iii • N• ~ N EX 8" C&G (PIP) 22+86.50® z3 4.0 U C0 l0 M N • LC) mrn + 11 N � Ln Ln N I�- v N89 42 45"E U L • _ J ti U LL. OD I- ti 1- J N � mOM NQnI1i Ln Ln ti N N ti ti N .. 7V/ BENCHMARK NO. 610 TOP OF FIRE HYDRANT N/S ARROW BLVD OPPOSITE CRISS AVE ELEV. 1278.28 s EXIST STREET LIGHT 0 R/W CURVE DATA NO R L1 T L Q 11.00' 90° 00' 00" 11.00' 17.28' V) �P 0 10 25 0 LCA CONSTRUCTION NOTES: NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER *THAN AT THE R/W UNE. 3. FOR OPEN DITCH (TYPE 2). THE 600 mm (24") EXTENSION BEYOND THE R/W UNE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W UNE:. HOWEVER. THE PIPE SHALL EXTENT} TO THE R/W UNE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD (5/8" x 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 125 mm AT POINT N AND P. 7. THE 75 mm (3") LEG OF THE 16 rnm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE — 2.09.. (5") STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STA a `Ri0P : 151-1 SHEET 2 QF 2 PARKWAY DRAIN © CONSTRUCT 8" CURB AND GUTTER PER CITY STD 1000 © CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD 1002 ® CONSTRUCT PARKWAY DRAIN (S=4') PER A. P. W. A. STD. 151-1 ® REMOVE EXIST CURB ® REMOVE EXISTING DRIVEWAY © REMOVE EXISTING SIDEVWALK O PROPOSED STREET LIGHT', SEE STREET LIGHT PLAN FOR LOCATION AND SPECIFICATIONS SAWCUT AND REMOVE 1' OF AC PAVEMENT PER DETAIL SHEET 2 09 PATCH, GRIND AND OVERLAY AC PAVEMENT PER DETAIL SHEET 2 SCALE 1 "= 20' GRIND 0.10' MIN. EXIST PAVEMENT AND OVERLAY 0.10' MIN 20 0 20 40 60 EXISTING AC PAVEMENT 1- U 1' M I N AC PAVEMENT PATCH (MATCH EXIST SECTION) SAWCUT AND REMOVE EXIST. AC PAV_MENT r T REMOVE EXIST CURB & GUTTER AC PAVEMENT PATCH, GRIND AND OVERLAY DETAIL N. T. S 115 'ERT DIAL BEFORE YOU DIG TOLL FREE P TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICEBY UNDERGROUND SERVICE ALERT 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 CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ami. EL, Ira ASSOCIATES 2079 SKY VIEW DRIVE COLTON, CA 92324 ( 909) 824-2775 DOUG /'S L. GOODMAN RCE 28500, 3-31-2016 /Z�90.0- DATE CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: SFH DESIGNED BY: SFH CHECKED BY: DLG 17582 ARROW BLVD AT APN 01 ' 2-371-01 PLAN AND ROFILE SHEET C STREET IM ROVEMENT PLAN A SCALE: AS SHOWN DATE:kw • /Are CITY NG ' ER R.C.E. 51152 DATE DEC 2014 DRAWING NO.: 5175