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Home My WebLink About3855-2R/W 12' **0.5'! 5' 6.5 168' 22' 22' *TC= �+0.12(8 "CF) *TC=�+0.12(8 "CF) - 4.5 "A. C. PAVEMENT -.02.0Z /- 2.0% R/W 12' 6.5' 5' **0.5' MPy 2.0% CURB do 12" MINIMUM OF 95% -J 300 12 244 GUTTER COMPACTED NATIVE SUBGRADE 644 249 244 r 750 (301 9W (361 T7=6.5 1050 • 210 6• PORTION OF TYPICAL STREET SECTION BROOKSIDE AVENUE AND 1350 (541 DEERTHORN WAY 1500 60• 160 5 N.T.S. 1180(4') t • BRO(WSIDE AVENUE - FROM STA 20+70.11 TO STA. 21+93.W ' BR00lCS�f AM" - FROM STA 18+20.79 TO STA. 19+28.03 'DEERTHORN N61Y - FROM STA 10+70.11 TO SfA 11+81.94 "10 • BROOKSIDE AVENUE FROM 18+26.79 TO 19+28.03 (LEFT) **1.0' • BR )OKSIDE AM" FROA/ 18+25.49 TO 19+28.03 (ROM "1.0- O DEOMMN N14Y (EAST SDE 01&1) R/W 160' 12' _ 1 _ 18' 1 0.51 5' 6.5' TC= �+0.03(6 "CF) ' TC= iF+0.03(6 "CF) 4" A.C. 2.OX 2.OX PAVEMENT 2.0X CURB do 12" MINIMUM OF 95X -/ GUTTER COMPACTED NATIVE SUBGRADE T1=5.5 TYPICAL STREET SECTION MAVENWOOD PLACE N.T.S. R/W 12' 0.5';5' 6.5 1� q 164' arm n - - . /_ to--% t _r.. .. - .. _ R/W 12' 6.5' 5' 0.5' 2. OX R/W 12' 6.5' 5' 0.5' F_ CURB do 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE T1=5.5 TYPICAL STREET SECTION RnRr_AT 1 aAiC' TunDKIPIlcu WAV CAf_%c1_%Dn%1C- I AAIC ri AND PORTION OF N C N.T.S. * BROOKSIDE AVENUE - FRCW STA 22+84.46 TO STA 28+01.02 y * BROOKSIDE AVENl1E - FROM STA 9+96.67 TO STA 17+30.06 N * M4VENWOW PLACE - FROM STA 10+52.54 TO STA 14+15.67 N n CITY OF FONTANA STREET IMPROVEMENT PLANS TRACT 16230 - 2 E HINGE COVER AT E 3 E INLET INLET RE`f" o"j' TOP OF FRAME 600 mm 1 , z COVER DER TYPE 2 TYPE 1 SID, PLANPIPE PRO%CMENT OR GRADING SEE FLAB £ NOTE E 600 mm SECTION _ ! t ! l INLET TYPE 2 -- -! ! NOTE 6 2s0 ! ! 15Bmlm 10") mm w FS i ! (3-) MIN I SECTION �6- m c B ! H B INLET TYPE 1 �� 1111Y. f ! ! DETAIL OF ANCHOR I ! ` - CURB FACE A' ANCHOR 75 mm CLM8 FACE --t' --- -- -II' FL -- r-:01N TM POINT N POINT P POINT Q A PLAN 3000 mm (10) S 30DO mm (10) TC GRADE LINE AS S �� TOP OF CURB SHOWN ON PROFILE TOP OF _ - - -- .- -- --- --- - - - FL �j FL - - '"' -" POINT p POINT p POINT M POINT N PROFILE GALVANizEO sTEEI %SIDEWALK - ANGI.E S, mm J OAR mm 300 12 244 4 18• 240 644 249 244 r 750 (301 9W (361 240 r 40 (71 1050 • 210 6• 1 46 160 S• 1350 (541 225 6-1 1500 60• 160 5 1650 66 1180(4') t 120(3 -IM I FOR S = 150 mm (30) AND 1.fSs. USE 2 P1110MULGATIO BY 3TANDA THE ou.uc w�Ks TiTANDAROB INC PARKWAY DRAIN ANCHORS. OBt OSL L1% 3 ANCHORS -SEE NOTE 6FOR S = 1200 mm (48') AND LESS, R12 ('/•:.-vTB is Ev > Re"" " 7S mm (3•) 11SE 644114.5 (2-1/2•x2•x3/8' USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORK$ CONSTRUCTION STREET Lf"OVEIuENT PLANS mmGALVAWM STEEL ANGLE. OS - AS SHOWN ABOVE PH. 909 783-0101 FAX 909 783-0108 '_' DESIGNED BY: LB SECTION A MA OTH MISE. B = 100 mm (4*). USE E4x76xi2.7 EXISTING -A (3-1/2 x3•xi%2•) GALVA1012ED STEEL ANGLE. J BARS ARE 110M (13). 150 ll mm 5 {50 mm IOM O 420 mm DRAWING NO.: 2 0 12-) MAX OC SBC/JGS o � J BARS • • E SECTION B -B AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER P1110MULGATIO BY 3TANDA THE ou.uc w�Ks TiTANDAROB INC PARKWAY DRAIN STANDARD PLAN METRIC GREENBOOKGDfNWTTEE > 151-1 Ev > Re"" SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORK$ CONSTRUCTION oe » of EL&JIM s BEARINGS ATE BAS ON THE WESTERLY LNE OF BEND A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 TH� E NORTHEAST ORI MM OF OW" 23, TOM04P OF SECTION 14 AND A PORTION OF THE NORTHEAST 1/4 OF C4r1Mtt Hbn 1 NORTH, RAN[E 6 WEST, SAN 01819" DND MERCIANl1, SECTroN 23, BORN OF TONNIHIP 1 NORTH, RANGE 6 WEST, SAN IM Corona Pd Court AS SH 7M ON AinE11CM IAP OF TRACT NO. am, eewMlONo IIEMDtAN, COUNTY OF SAN B@NMDNO. �'oM` CA �A E FLED N BOOK 290 OF MAPS, AT PARE 48 mimb G>wi 27' 3000 E 66, NMLW#F, N THE OF' m OF THE COISfTY Pty 0 79-30 40 iECXXDER OF SAN BEF94AFOW COMITY, OEM U) NORTH 0030'24' WEST. gBENCH DEN!! � BY 11ETAOPOlUTAN WATER DWROT SO. REV. REVISION DESCR�TION C11LF+OIMNA =2 RANCHO - NEAR THE i M@MBEC II OF StMff AVE AND CMM AVE AT THE _ `i HIW SOUTBST COMER OF Ct•Ef ff AVE AND SLUfT AVE MI $ FEET WEST OF THE CENITERU E OF CH BW AVE AND 37 FEET SOUTH OF THE CEIfTE6uE OF SUIam AVE SET R -um DIAL TWO WcmcING ON THE NORTHWEST CORNER OF A 10 POOH WOE BEFORE DAYS 2EF3RE CATC:HEASIN Orb FOOT SOUTH OF CUfM9 FACE A STANDARD YOU DIG YTAJ DIG MWDSC 3 NCH BRASS D0K STAMPED 13QA Nx2'. TOLL F1MEE -800-227-2400 a NAVD N - 15MM LTi A PJ LIC SERRVICE !Y ISM SERVICE ALERT / REGoRO D/cAu//NG 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 LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W LINE. HOWEVER. THE PIPE SHALL EXTEND TO THE R/W UNE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 do 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 8; + 125 mm (5") AT POINT N AND P. 7. THE 75 mm (Y) LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.OX 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER STANDARD ELAN METRIC CITY OF FONTANA, CALIFORNIA PARKWAY DRAIN 151 =1 SHEET 2 OF 2 1 1 ' (MIN.) 5'IF (MIN.) SAWCUT AND REMOVE EXISTING PAVEMENT GRIND 0.10' MIN. EXIST. PAVEMENT ANDREMOVE EXISTING A.C. DIKE OVERLAY 0.10' MIN. -�- WHERE APPLICABLE W111r i SOL ENGINEER EXISTING A�j. Qpj�� REMOVE REDWOOD PVEM I and ASSOC, NO. 1411 K AFMANDO 87iEET ANAHEIK CA l M 0 8 Ph1(714) 630-1626 Far. (714) 634-1816 DATE I ENGR. I STY I DATE .1.N HEADER WHERE APPLICABLE * EXP. I 111w. 03/31/12 ,� -- DETAIL "A" N.T.S. CIVIL �POF In Av* z k,.'Ah i V2; _:xe� ;a 1: 4 07-N 140 ff2I 0 0; *AV/! Alm- = .. -. - •. I . &][:I I NEW PAVEMENT SEAL -ENGINEER QRDF ESS/0 D CU�''�il �y � tis i W cr_ NO. C041983 m EXP. 3/31/06 J1,91 CIVIL E OF CAS D\F F.L. OF PIPE 1/2" ABOVE GUTTER FLOWLINE INVERT ELEV PER PLAN CURB do GUTTER TO BE CONSTRUCTED I TO BE CONSTRUCTED PER STREET IMPROVEMENT PLAN PER ROUGH GRADING PLAN T_ 6.5' 5.5' RIW 4" WYE AS REQUIRED INSTALL 50 0.5' REMOVABLE SIDEWALK- PLUG A--*� r 4" P.V.C. ✓ JIT I\LI./VIs GI\ - T JET A -r ILL 3" MIN. P.V.C. (SDR 35) ELEVATION INSTALL POLYETHYLENE PLASTIC JOINT MATERIAL 1 1/2" MIN. COVER "QUICK JOINT" OR EQUAL 9" 6" Z N � SECTION A -A NORTH SOUTH RIW RIW 110' ' 22' 29' 1I 29' 16' ' 7' 7' LEVEL LINE 3' 8' VARIES 5' REFERENCE 5' VARIES 3' MIN. 0.5' MIN BIKE IS TOP OF BIKE 0.5' MIN MIN. ?.� 7.0' MAX LANEMEDIAN CURB LANE 7.0' MAX A=0.69' A=0.69' 2Z LEVEL LEVEL _ _2X J _2Z IANI- M *MEANDERING MEANDERING 2 SIDEWALK CURB do SIDEWALK 2' BENCH URB do 6.5" A.C. PVMT. GUTTER 2' BENCH GUTTER 12" MINIMUM OF 95X COMPACTED NATIVE SUBGRADE T1=10.0 _COYOTE CANYON ROAD PER STREET IMPROVEMENT PLANS DWG. NO. 3800 N.T.S. A AElj-I�CASC I CITY OF FONTANA, CALIFORNIA E N G I N E E RI N G COYOTE CANYON TRACT 16290-2 937 SOUTH VIA LATA DRAWN BY. STREET Lf"OVEIuENT PLANS SCALE: SUITE 500 COLTON, CA 92324 OS - AS SHOWN ABOVE PH. 909 783-0101 FAX 909 783-0108 '_' DESIGNED BY: LB �� DATE: OCT. 2005 PREPARED BY: CHRISD. MINS R.C.E. NO. 41983 EXP. DA 06 CHECKED BY: ,^ DRAWING NO.: 2 ��' �.�•� SBC/JGS Y CITY NGINEER R.C.E. 51152 DATE: 10