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HomeMy WebLinkAbout3894-3-TOP OF CURB GUTTER FLOWUNE --- 18' RCP---- 1NV. =PER LmAN 1r 2 9 a• .e VARIES . 4 6w 4 `CLASS 18" CONCRETE SECTION F -F N.T.S. ROWS O O O 4" O O O 4" 2 1 2.7" 1 2.7" 18" 1-1/2" DIAMETER NR VENT IN THREADED CAP WATER QUALITY OUTLET HOLES 6' PVC PIPE 3/4" %WETER A 41 VA 151 . - ,► . ull• .I - 9w S-1 I I I SLIDE GATE 18 I II I II II II II II I TC 6' N.T.S. WIRE WELDED FABRIC 8'x8' MESH 6" PVC SUPPORT AT 1.5' SPACING 3" MIN -�6J 1' WIDE GALVANIZED STEEL STRAP WITH 1/4" BOLTS AND ANCHORS RESER P"N VIEW N.T.S. ' 1612.00 TG ELEVATION 1610.88 ELEVATION II II II I I 6- Pvc II II PROVIDE 18" OPENING SECTION G -G N.T.S. 10' 10' 10' 1' MIN. 1;17 2' MIN. _ (Tl'P.) — — — 6" CLASS "B" 4" CLASS "B" CONCRETE W/ CONCRETE CUT—OFF 14 REBAR O 18" O.C. BOTHWAYS WALLS W/ 14 REBAR O 12" O.C. BOTHWAYS SECTM A A N.T.S. R/W 1.5' 3.5' I 6' 18' 6' CWUNLINK I FG O 15' LEFT AND RIGHT FENCE �. I OF SPILLWAY CIL I 6" 1 1' MIN. 2' MIN. 9' ?2X --- --- / 3 1.5 / --- ----� / / 1 5 4" CLASS "B" CONCRETE W/ 14 REBAR O 18" O.C. BOTHWAYS EXISTING GROUND I' MIN. 6" CLASS "A" CONCRETE W/ 14 REBAR O 12" O.C. BOTHWAYS CLASS -B- CRETE f4"RESAR O 12"OOCC. BOTHWAYS SEC770N B -B i -I BA s STA. 17+55.17 4CH BASIN ACCESS OAD NT. ACCESS ROAD STA. 10+00• WA7>=R QUALITY B N "C" ACCESS WAD N.T.S. 30' INVERT OF TOP OF DISSIPATOR SPILLWAY 1608.00 4" 0 SCHEDULE 40" PVC EVENLY SPACED O 5' O.C. 2' MIN. AIN. FLOOR EXISTING GROUND BOTTOM OF CUT—OFF WALL SECTION C -C N.T.S. y �A JOS PINVNK r�.d►u / / '�" • \ _ •,, / - - .._. .. • •- -- -.___ � - -- �-..-- , _ 1 -1 1620 6 , -- .. 0 :1 MAX _ 1�p`j'�t+ --•rte - - _. _ .- - -~ 1615 . _. , _.-- 6�6-3 pP.l,• - •''^..-^e"'.^`^--.-,...®m..".-`.....,-'-.+•++m. = •-� �V-�. -r- - - O L ,L� Y ........ .,..- ... ..«..- {-- '^ « . ..,. _ ..-._ .-®. _., _.—R--.--��-.�"-'� - = _- yd'Y.d ��2j 5 s `' I JOIN EXIST. \ _ CHAINUNK FENCE A 1615 N - 16 0.5z C FL MIN. --- 2 r \ _ _ `- _. .. -_---- _ 1602 10+15.17 BC Y - m- ••- . 10+00 n • 3 1 10+52.25 EC < < a __. LL " `2__ 1610 Y 3: 1 MAX v ° 1605 _ �10�� _ i 1Uzi< 1go 0 12 00 ° 6 6" PERFORATED RISER MAX. i14 ` «• cr I — �� 13+00 W ; ° (SEE DETAIL FOR WO RISER) 1 Ox` O M OUND_1 < U 00 WIRE WELDED FABRIC IMTH ACCESS AD _ -` _ _ x ``'- INC / / DAYLIGHT LINE i 3 2z i / W5 14.1 P.E. Pei < RAC -7- 16325 4� I I ty ' 20' x 44 13.4 P. E. ` I � i I 9 j ° 7 (8"x8" MESH) - 041 00 18" RCP 00 lF WATER QUAUTY OUTLET B DAYLIGHT UN 4 r Lm 'c" w OUM- TY � Oe 4 ACCESS ROAD WA QUALITY BASIN "C" SEE PLAN ON SHEET -\2 ° o o • wa7M OUALJTY CCES ROAD ONSTRUCTI N NOTES r -. o e SEE PROFILE -ON SHEET 4 STA. 1+44.,64 WATER QUALITY BAST "C" ACCE ROAD � NT. r D1 � 3"11 1 "` _ NOrC : PERIMETER F NCE ro !3E �/usrALLED a s 10+ 39 WATER QUALITY TLET ACCE ROAD O1 C STRUCT 18" RCP D -LOAD PER PROFILE ). ~----- ( I=) \ UPOW F/A/AUZ4 OA/ OF SaC FCD �f 3 �- FESS/n.. O CO TRUCT CONCRETE RED END. SECTION PER CALTRANS STD. PLAN D94B. � C/rY CQMMQN ISL` Aagcamwr 1 THREADED CAP WITH 0 3" DIAMETER HOLE DETAIL 'A' 9 WATER OUALITY BASIN rCr SECT M D -D N.T.S. T RECORD S : SAC! OF L°EAleA1O OWNERIDEVELOPM ID 15 THE BASE OF BFAPM 16 BAS ON THE WEBTB�Y 80L L3�I�EI�i v c SNE OF THE NORTHEAST ouAmm OF SL9r." TION 23, Ow"K HomM AL.BI0�C AND A990C. o a Thr 1 NOMI p.#I E S MINT, aaM At SHOWW BTSNIO A Si1111INAMON OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEffr 2n0 Wa dou Ckda N. Annwxlb St9M a ON & 7RAC:T MAP NO1S7Arahsk% CA 92906 .K FIM N OK BO2ft 1/4 OF RECTION 24 BOTH OF T � 1 NORTK RAW* 6 WENT, SAN BI3WMIN0 hEt�MN, COUNTY OF SAN ppr,� CA »p F� E AT PAG1N 48 TF610tW 66, DKXMW*, N THE Ph OM) 270.4000 Pts (TK) d80 WW OF TM COUNTY FEU01DM OF 8AN Fax- (DOS) 2T4-2100 Fax: OW 630-1016 90 COUNTY, OEM NOFTTH O0'30'24' MINT. BENCH MARK: r l DATE ENGR. CITY DATE �0`1 DESCRIBED BY METROPOLITAN WATER DISTRICT SO. V U * o(P. i GR q CIVIC DATA 4F au i� DELTA/BEARING RADIUS LEN./DIST. TANGENT A N78"06'47"W N/A 17.99' N/A B 47" 13'02" 45.00' 37.08' 19.67' C N54"40'11 "E N/A 12,00' N/A i� CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 4O CONSTRUCT 6 -FT. CHAINLINK FENCE PER APWA STD. PLAN 600-1 5O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN 600-1 6O CONSTRUCT 6" PERFORATED RISER (SEE DETAIL FOR WQ RISER HEREON). O CONSTRUCT WELDED WIRE FABRIC (8"X8" MESH). a COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Ai. 8O REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING FENCEKIND. O9 GRADE PER PLAN. .IN dog SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 13 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER c M g -6 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. sense ' Exp C_� 20 0 10 20 40 18 a ADD NOTE � ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIVI RECORD DeAW/NGS �✓/Q9 A/4T •►V $ CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD "33A TOLL FREE 1-800-227-2600 STANDARDS IN EFFECT. F OF CA�� - MWDSC 3 INCH BRASS DISK STAKED 1992". STORM DRAIN IMPROVEMENT PLANS ENGINEERING DRAM BY: o 3 NAVD 88 -1508 56 (FEET) A PUBL I C SERVICE BY UA'rIDERGRGl1ND SERVICE ALERT TER QUALITY BASIN " C" S• SHOWN 9W FEW& 19411, P4M MKW-9 PH. (909) 783-0101 FAX (909) 783-0108 A+rlr DI A N t'A • CONSTRUCT 6" 959. COMPACT CL II BASE. 4O CONSTRUCT 6 -FT. CHAINLINK FENCE PER APWA STD. PLAN 600-1 5O CONSTRUCT 15 -FT. DOUBLE DRIVER GATE PER APWA STD. PLAN 600-1 6O CONSTRUCT 6" PERFORATED RISER (SEE DETAIL FOR WQ RISER HEREON). O CONSTRUCT WELDED WIRE FABRIC (8"X8" MESH). Ai. 8O REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING FENCEKIND. O9 GRADE PER PLAN. .IN 13 CONSTRUCT MODIFIED DROP INLET PER RCFC & WCD STD. PLAN CB 110 AND DETAIL "A" HEREON. 14 CONSTRUCT CONCRETE SPILLWAY PER DETAILS HEREON. GRAPHIC SCALE 20 0 10 20 40 18 CONSTRUCT SLIDE GATE PER WATERMAN INDUSTRIES AC -31 ALUMINUM GATE OR EQUAL. 1 ©0 CONSTRUCT 15 -FT. DOUBLE DRIVER GATE PER S.B.C.F.C.D. SP 1. 1" = 20' CITY OF FONTANA, CALIFORNIA AEII�CASC STORM DRAIN IMPROVEMENT PLANS ENGINEERING DRAM BY: 937 SOUTH WI LATA. SUITE 500 COLTON, CA 92324 O.S. TER QUALITY BASIN " C" S• SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DEBGNED BY- DI A N T DATE U N E 2005 PREPARE BY: ARtC M. T RREYSON R.C.E NO. 66068 EXP. —0 CHECKED DRAWNG NO.: 3 =DBY: DATE: 7 e� C.V.A 38 8 CITY ENGI ER C.E. 51152 DATE: