The URL can be used to link to this page

Home My WebLink About3882-12M5 u D f" T K� L,_7 LINE LINE TABLE LINE LENGTH BEARING 53 66.71' S86°57'41 "E 54 62.97' N79"16'21 "E 55 41.25' N72'44'34"E 56 71.01' N85'27'50"E 57 78.73' N71 *50'36"E 58 32.13' N71 °40'37"E 59 124.68' N67'04'48"E 60 52.62' N80'20'31 "E 61 50.99' N79°13'23"E i i I I 1 4z IZ � cc�ofl iIi CIS 0) �t (� ! i ( I tf){ -------- ------- ___ ____ _ N _ _ _ _ O� lI .— o fi j I 1 U IL t , rr .. .� • I - ! _r N I r- r I , i n T i r - 14- r �L0 . - . r + i Q — f -- — 1 V) cel - -- -- 0 V) _ 0 . .. V) c� , I — _ II _ . - � .,. - _ - - . —I -- - ---� i - - c� 9 i call _ __ _.. _ � If I _ �. I U_ - � 0.. O U'• �- (� I 0 I F— V) . ._ .. . U7 --- � w � V) _ _-----_ U' .-.-- - - - - - - i ' V) - I0 - z.w14 W! .4� m (� ---- . i� _.._ - - � — _ --- - - - --I -- I- - - - - -- ! -- -- - -- -- —' -- — -- -- -- --` - i- - - -- i - -.... - _ .. - _ -T. P .- - .R _P. __. _' _ . I =1.5 - - -- - ---- - -- -- to oo _ ori H . a W -- -- - _ i _ -- -- --- --- 1 - ! - - -f — -- - --- -- - L _.L_ ; ! } - 1 I ! --- I ---- - RO O.bEDI CINL IN�/ER I I j i jL - } ! o o� w� , I _ I i , 1 p I I I E I I S pj (I I N LK -1 i G 0 p .T ND AC NL I I • � J I •� a I � I I t- �! t Ego L �• � I y� S S • I I __ _..-- --_-- _--_.__ ____ __J .____ ___. ..-- .-_- . -- - --___I-2 37 . •..-. _. •- .- -- _- _ .. _ _.__..tom .__-.' _ __._-- ._ . _._._L-- _ _-.- - _-_ _ __ _._ _-- _...__-_ ..-.- ___-- .. _t.-- _d3` _ _.__ _..___\0 � _-- !• I I I I.. I I 1 i I 1 ! ( I , ! ! I ' I s- I I .. __ __. _ - - �- -- ---- -- - ---� -- ---- -- _�- _ - ---�-- -- - HORZ: C ALE 1" = 40' - -- --- _. -- - - -- - --�- ------ , I M -� - --- --' - - -- --_ -------- 1-- - --- -- I--- - -- i_ - -- - - -�- -{- -- - VERT. : 1 ' 4 - _ -- ._. __ _ - - ---------- --- - I I I LINE 1-C S SHEET 8 10" 10" VARIES 0 TO 3'-0' 2'-0" U I ,® rI-�_—I 1 I t L .I SEE TRANSITION I I I CHANNEL SECTION CLR. � ! I T I I ! I FOR REINFORCEMENT o TYP. •i 1 — _ — — I •I #4012" O.C. I I I r BOTH WAYS #4012 r 3" 1 1 1 1 1 ^� I I• I EACH FACE o #5C�D6" \ \ CLR. �- ��-+ =`' !- I ! 30" DIA. RCP \ \ TYP. V) \ \ -� ! �(' ;I �- I #4 HOOP BOTH FACES — 1130 ®- - C.J. — — (TYP) ra. i� #4®12'° 6" V -0,l 4'-00' 11-0» 6„ v� I TRANSITION CHANNEL DETAIL n HEADWALL DETAIL 1 SCALE: 1"=2' L SCALE: 1"=2' ii7__#1 PLAN — REACH 1 40' o' 20' 40' 7,/ WE�VDELL. L. /W,4 8CIRf/ DA r5 GRAPHIC SCALE: 1" = 40' RCS' 3663 7 PLACE CONTINUOUS GALLERY J" GRAVEL DRAIN MATERIAL WRAPPED IN A LAYER OF N01 WOVEN FILTER FABRIC FILTER FABRIC W/ 12" OVERLAP UP BACK FACE OF WALL CJ CENTER 12"X12" FLATTENED EXPANDED ALUMINUM SCREEN (3003-1-1144 NO. 0.081 CONSTRUCT WEEPHOLES 12 GAUGE OR APPROVED EQUIVALENT) ON 10' C.C. WITH 4" DIA. PVC PIPE TYPE. BOT SIDES EACH WEEPHOLE &ATTACH W/ EPDXY ( H ) ADHESIVE AROUND EDGES OF SCREEN 1" MIN. WIDTH r -'* � \ RECT. CHANNEL WEEPHOLE DETAIL 3'-0" 2'-0" 1 \ I #4®12" • 1 F 0. C., B. W.G��• i TRAP N #4@12" 0. C., B. W. SCALE: 1"=2' DETAIL N. T. ame ! (' 'I HEADWALL CONSTRUCTION JOINT ! LONGITUDINAL !• •I BARS B I I B I• •I CHANNEL I WALL VARIES 10" MIN. A SECTION A— A SCALE: CONSTRUCT WEEPHOLES CSD 10' C.C. WITH 4" DIA. PERFORATED PVC PIPE TRIM TO CHANNEL SLOPE. PLUG EARTH END WITH PIPE CAP (TYP. BOTH SIDES) FILTER FABRIC PLACE CONTINUOUS GALLERY OF J" GRAVEL DRAIN MATERIAL WRAPPED IN A LAYER OF NON- WOVEN FILTER FABRIC TRAP CHANNEL WEEPHOLE DETAIL LONGITUDINAL BARS CONSTRUCTION NOTES ® CONSTRUCT HEADWALL PER DETAIL 2 ON SHEET 12. .T. 12" HEADWALL CONSTRUCTION JOINT INVERT SLAB *)--P- ECTION B— B SCALE: 84 CONSTRUCT TRANSITION STRUCTURE PER PLAN AND PROFILE ON SHEET 12 AND DETAIL 1 ON SHEET 12. 85 CONSTRUCT TRAPEZOIDAL CHANNEL (8=4, H=3, Z=1) PER PLAN AND PROFILE ON SHEET 12 AND DETAIL 3 ON SHEET 12. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA BENCHMARK !� O QRpFESS/pNq VAN DELL AND ASSOCIATES, INC. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� , D• V14<Fti CIVIL ENGINEERS ON-SITE STORM DRAIN PLANS, TRACT NO. 17027 SAN BERNARDINO COUNTY o C SURVEYORS LAND PLANNERS DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ,� oQ �, m �H OFFSITE COLLECTOR CHANNEL, TR. 17027 SCALE: B.M. OF 627, NAVD 88 DIAL TWO W❑RKING r E p.06530106 IRVINE 17801 CCATW92614ROAD (949) 474-1400 TRAPEZOIDAL HANNEL REACH 1 As SHOWN BEFORE O DAYS BEF❑RE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * * DESIGNED BY: pq�: ELEVATION: 1011.70 FEET YOU DIG YOU DIG s, Q OF. RTC STA. 10 +0 STA. 105+81.09 08/05 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�. IIVIC�\F�� g��/mss— CHECKED BY: APFOD DRAWING NO.: 1 TOLL FREE 1-800-227-2600 _ �.7 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REGOR.D ORAW/N� � ��•� STANDARDS IN EFFECT. DA L D. VILLINES R.C.E. 55210 DATE 1&WDDV Z.7, 3882 TY ENGINEER R.C.E. 51152 DATE: 4 I— h O O O O Ln O O N N 00 N O Q0 O 0 I 00 00 a 0 0 0 CD z Ld O 0 —I 00 00 in u 0 0 LINE TABLE LINE LENGTH BEARING 53 66.71' S86°57'41 "E 54 62.97' N79"16'21 "E 55 41.25' N72'44'34"E 56 71.01' N85'27'50"E 57 78.73' N71 *50'36"E 58 32.13' N71 °40'37"E 59 124.68' N67'04'48"E 60 52.62' N80'20'31 "E 61 50.99' N79°13'23"E ame ! (' 'I HEADWALL CONSTRUCTION JOINT ! LONGITUDINAL !• •I BARS B I I B I• •I CHANNEL I WALL VARIES 10" MIN. A SECTION A— A SCALE: CONSTRUCT WEEPHOLES CSD 10' C.C. WITH 4" DIA. PERFORATED PVC PIPE TRIM TO CHANNEL SLOPE. PLUG EARTH END WITH PIPE CAP (TYP. BOTH SIDES) FILTER FABRIC PLACE CONTINUOUS GALLERY OF J" GRAVEL DRAIN MATERIAL WRAPPED IN A LAYER OF NON- WOVEN FILTER FABRIC TRAP CHANNEL WEEPHOLE DETAIL LONGITUDINAL BARS CONSTRUCTION NOTES ® CONSTRUCT HEADWALL PER DETAIL 2 ON SHEET 12. .T. 12" HEADWALL CONSTRUCTION JOINT INVERT SLAB *)--P- ECTION B— B SCALE: 84 CONSTRUCT TRANSITION STRUCTURE PER PLAN AND PROFILE ON SHEET 12 AND DETAIL 1 ON SHEET 12. 85 CONSTRUCT TRAPEZOIDAL CHANNEL (8=4, H=3, Z=1) PER PLAN AND PROFILE ON SHEET 12 AND DETAIL 3 ON SHEET 12. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA BENCHMARK !� O QRpFESS/pNq VAN DELL AND ASSOCIATES, INC. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� , D• V14<Fti CIVIL ENGINEERS ON-SITE STORM DRAIN PLANS, TRACT NO. 17027 SAN BERNARDINO COUNTY o C SURVEYORS LAND PLANNERS DRAWN BY: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ,� oQ �, m �H OFFSITE COLLECTOR CHANNEL, TR. 17027 SCALE: B.M. OF 627, NAVD 88 DIAL TWO W❑RKING r E p.06530106 IRVINE 17801 CCATW92614ROAD (949) 474-1400 TRAPEZOIDAL HANNEL REACH 1 As SHOWN BEFORE O DAYS BEF❑RE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * * DESIGNED BY: pq�: ELEVATION: 1011.70 FEET YOU DIG YOU DIG s, Q OF. RTC STA. 10 +0 STA. 105+81.09 08/05 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�. IIVIC�\F�� g��/mss— CHECKED BY: APFOD DRAWING NO.: 1 TOLL FREE 1-800-227-2600 _ �.7 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REGOR.D ORAW/N� � ��•� STANDARDS IN EFFECT. DA L D. VILLINES R.C.E. 55210 DATE 1&WDDV Z.7, 3882 TY ENGINEER R.C.E. 51152 DATE: 4 I— h O O O O Ln O O N N 00 N O Q0 O 0 I 00 00 a 0 0 0 CD z Ld O 0 —I 00 00 in u 0 0