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Home My WebLink About05-154.6 L -.... _ STORM 19 STORM 19 DRAIN DRAIN INVERT -- _ • INVERT -. 24" DOWELS 012" OC 24" DOWELS 012" OC R 0 COLD JOINT w 0 COLD JOINT 1290 ...._-.._ 129� CLASS I I CONCRETE ,' o m �/� .--�N _ ----- W/#4 E/W CENTERED 1 v W/A#4 E/W CENTERED 1 v C4 n I rnvi._ EXIST SURFACE N �I$EXIST SURFACE �N� O P F SD 3" CLR `v 0 Q OF SD n^ - - .. ', 3" CLR� - _ ROP�URFA2E- - - OFSO ` - - SECTION A-A SECTION B-B (EXIT TYPE X INLET -- -- LINE A LINE F _ I SEPARATOR MANHOLE MANHOLEZ12 PIP REMAINING 24 -- PROP SURFACE CUt-Off WaII s STORAGE 0.q OF S Cut Wall 0 LE TO BE REMOVED) - - - NO�LE tJ WSE/2B .49 T WA ER �- 1280 I- =12 0.41 1280 TO - 5 =127 1, 18 -. 5 J )DRAI� 3' HIGH RETAINING WALL 19 5 -�\ - - �S PER SEPERATE PERMIT) LOT vs <op 5.5' ¢ � 5.5' m DETENTION BASIN \ \ I �O a�11 � P P ' TOP=1289.7MAX - - ( _•�� 10+62.31 LINE E W/14 E/W�1TEFRED iWING WALL �11 C L ....--- _ 0.0040 I 9 =10+00.00 LAT E1 .��' \ ,M1.•A, N/H E/W WSE=128 .4 p (31274.20 }274:50- - ,`. .._uP`�' NINV-24SDSTORM DRAIN \ n �,. - ASS 11 CONCRETE ASS II CONCRETE 7F ww$�'�5,!'� _(EXIST 72" SO PIPE w - - LINE A= 42" WI 4 E/W CENTERED LINE D W #4 E/W CENTERED STORM ^^ =- 1 -M1lI'�Bdn rnn AND 24" SD LATERAL q LO IN BASIN IN VB LL��L�17.61 m of a , WITH TYPE X INLET PER $ 20 OTTOM 1270 tij 41 ro '$a n I I RCFC&WCD FOUR o o a ,' STOR, DRAIN ¢ .'BOTTOM ,,;,• 0 STOR, DRAIN p7 ....._.-.--......... m OTTOM „ I. g.- n ao - LINE D= 30" HOPE - 1270 LINE A- 42" HDPE 0., L.=g,84' a N PLAN DWG NO. 3-110) ;, - SECTION A-A SECTION B-B N 2L 72" INV=(1271.04) o z o ,6 _.. ,19 eadwall Detail Headwall Detail ~ ^.. 1O NOT TO SCALE Ia NOT TO SCALE . _................._- .......----........ -.-.....-__.--..-__ ___.............__- _ ----- - - LINE C 4 LINE E Line E PROFILE LINE E1 V RI. 1"'=4' 1 5 VERT. 1'=4' 13 12 11 10 11 10 10'0 3/4" GRAVEL 10'0 3/4" GRAVEL Storm Drain DatY(PROFI LE) Max H draulic Dflta I STRUCTURAL ZONE LENGTH SIZ -LOAD Q100 CFS V100 FPS NATIVE BACKFILL COMPACTEDit TO 95%RELATIVECOMPACTION (MAXIMUM LIFT 1.5"0 OPENING STAGGERED ,+ 1.5"0 OPENING STAGGERED 33 100.38 24 2000 THICKNESS IS 6 INCHES) SURFACING EXCLUDING 72" �,�� MIRAFI 70OX OR 12" 3,�� MIRAFI 70OX OR r!!!! GRAVEL ROADS) QUAL FILTER FABRIC C-I a QUAL FILTER FABRIC II INTERMEDIATE ZONE , opE ,S�oQE Storm rain L a a PLAN NATIVE BACKFILL COMPACTED TO II SUBGRADESE ERIAL COMPACTED TO TEMPORARY LANDSCAPE AREA 18" CMP 3' SV TEMPORARY LANDSCAPE AREA 24" CAP 3• DELTA BRG RADIUS LENGTH REMARK 90%RELATIVE COMPACTION (MAXIMUM 37 N51 43 44 E -- 2.77 LIFT THICKNESS IS 8 INCHES; 95%RELATIVE COMPACTION 38 n= 44 49 51 22.50 17.60 WHEN PONDING OR JETTING USE 4 MINIMUM TRENCH WIDTHS: "3/a^ GRAVEL o 3/4" GRAVEL 39 N36 53 53 E -- 187.07 40 0= 22 30 47 22.50 8.84 FEET) 18"m -39" MIN. WIDTH III PIPE AND UTILITY ZONE 24"m - aa" MIN WIDTH 41 N59 24 41 E -- 48.07 III VARIABLE 1'-0" 30"m - 48" MIN WIDTH LINE C I`i LINE E 42 N62 58 11 W -- 70.30 Q1 5 CLASS II BASE COMPACTED TO 90% MIN 36"0 - 76" MIN WIDTH AND INSTALLED PER ASTM D2321 3' DEEP CMP ,�. •'� 3' DEEP CMP Z Lakeshore Drive 42"0 -83" MIN WIDTH PIPE FILLED PIPE FILLED 5 10+70.30 "STANDARD PRACTICE FOR WITH CONCRETE""48m -89 MIN WIDTH WITH CONCRETE " N 1�0 UNDERGROUND INSTALLATION OF 4 =01+64.00BLAK SHOREDp ANDTHE OTHER PIPE FOR SEWERS Longitudinal Trench Backfill Standard 1286.20TC; 85_E37FL I ) AND OTHER GRAVITY FLOW W=7; 411 5� APPLICATIONS" G SCALE: N/A 169 5 ,o+ a is ,�:L- Storm Drain Notes Quantities REPLACE STRUCTURAL SECTION AS DESCRIPTION LINE C LINE E Lot B COMMERCIAL AREA QUANTITY ^ 1 INSTALL RANCOR 18 HDPE OR EQUAL 550 LF FOLLOWS: nType 10 Inlet- Modified DETENTION BASI LAT E1 1; i I. 2 INSTALL RANCOR 24 HOPE OR EQUAL 815 LF SURFACING -EXISTING THICKNESS PLUS 1" ;3" MIN RCFC &WCD CB NO 108 TOP=1289.7MAX r� I N I�.� 3 INSTALL HANAN 30 NONE OR EQUAL 50 LF NOT TO SCALE BOT=1280.50 SEE SHEET 7 FOR THIS SHEET qqq 4 INSTALL HANCOR 36 HDPE OR EQUAL 220 BASE - CLASS II, THICKNESS AS EXISTING WSE=1282.4 37 :,,SEE DETAILS 40^ I II CD i5 INSTALL 24 RCP OR CIPP ALTERNATE 450 LF BASE MATERIAL, 4" MIN OR AS SPECIFIED 38 6 ALL RANCOR F477 18 45 ELBOW OR EQUAL 5 EA 39 "I41 'N I 5 9 INSTALL RANCOR F477 36 45 ELBOW OR EQUAL 1 EA _ _ _ _ - - _ _ - - _ w - 14 INSTALL HANCOR F477 18 X 24 ELBOW OR EQUAL 4 EA NOTE: WHEN A FIRM FOUNDATION IS NOT ENCOUNTERED,I G 16 INSTALL RANCOR F477 36 X 24 REDUCER OR EQUAL 2 EA DUE TO SOFT, SPONGY, OR OTHER UNSUITABLE MATERIAL, ... TYPICAL MANHOLE 18 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD M803 2 EA 19 CONSTRUCT HEADWALL PER DETAIL ON SHEET 6 3 EA SUCH MATERIAL SHALL BE REMOVED TO THE LIMITS North Arrow 120 CONSTRUCT CUT-OFF WALL PER DETAIL ON SHEET 6 2 EA DIRECTED BY THE ENGINEER, AND THE RESULTING rr l 1 1 EXCAVATION BACKFILLED WITH PIPE BEDDING MATERIAL i I L=10' LINE A \� ma c�oC�� CJ m m 22 CONSTRUCT TYPE X INLET PER RCFC k WOO STD CB108 2 EA COMPACTED TO 90%RELATIVE COMPACTION. - W NU �imc+ l I w^ "�� $ 23 CONSTRUCT CATCH BASIN PER RCFC&WCD STD CB1CO 160 LF L= LINE D N n w w m FILL VOID SPACE CONSTRUCT LOCAL DEPRESSION PER RCFC&WCD STD L0201 336 LF 3/4 TON RIP RAP WITH NO SHRINK + < <c�ut O c7 SEE PLAN FOR CASE A�y1I GROUT MATERIAL �r•1 ^Q f JJ + � g�� 25 PLACE RIP RAP PER DETAIL IXJ SHOT 6 50 SF MIRAFI 700X OR -y��yf.}�• ' rn 2 �\,�J /� N M$ 2 78 x 26 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER 1 EA QUAL FILTER FABRIC 5 gy RCFC&WCD STD JS227 n 3 ab y 27 CONSTRUCT MANHOLE PER EVMWD STD. S-5 14 EA N Line E e 28 INSTALL RANCOR 42 45 ELBOW OR EQUAL 1 EA 29 INSTALL HANCOR F477 42 WYE OR EQUAL 1 EA STA: 1 2+85.76 TO STA: 9+9 1 .1 8 30 INSTALL KAMCOR F477 42 X 36 REDUCER OR EQUAL 2 EA 31 INSTALL HANCOR F477 36 X24 Fd=DUC£R WYE OR EQUAL 4 EA BEDDING Scale 32 INSTALL RANCOR F477 24 WYE OR EQUAL 2 EA R,§�, 4�CjSdSi)��nA 33 INSTALL HANCOR F477 42 X16 REDUCER WYE OR EQUAL 5 EA 0 40 80 34 INSTALL HANCOR 42 HOPE OR EQUAL 3 DIAMETERS 610 LF FOUNDATION 35 INSTALL HANCOR F477 18 WYE OR EQUAL 1 EA 36 1 CONSTRUCT JIRICTION STRUCTURE NO.4 PER RCFC&WOO STD JS229 I EA ^Rip Rap Detail Watertight Manhole Connection Detail 37 INSTALL BAYSAVER SEPERATION SYSTEM PER DETAILS ON SHEET 7 1 EA J NOT TO SCALE NOT TO SCALE UNDERGROUND BENCHMARK BASIS OF BEARINGS: APPROVED BY: ADOFlJ NGL /AFOA DAT/OAJ 8-/s-a3 "M 6•30•15 r PREPARED UNDER THE City of Lake Elsinore SHEET SUPERVISION OF: 4a o SERVICE THESE PLANE HAVE BEEN REVIEWED DEVELOPMENT FOR COMPLIANCE CITY THE IN THE COUNTY OF RIVERSIDE, CALIFORNIA `+ ALERT 2Y2" BRASS DISK IN TOP OF CURB THE BASIS OF BEARING IS THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND 6 STATE LAWS,AND"PERMIT CAN�TssLE°. Sform Drain Plan CALTRANS BENCH MARK 13C93 CENTERLINE OF MACHADO STREET AS _ e ,. CALL: TOLL FREE SHOWN BY PM 74&, RIVERSIDE COUNTY " NO.C55955 y ffiWN ®�� T" Line E oF7sHTS. 1-800-227-2600 RECORDS, BEING NORTH 36"55'05" Exp.12/31/O6 EAST �/ Q /J / l CIyIL ENGINEERING • SURVEYING • LNDPWNNING STA: 12+85.78 TO STA: 9+91.18 FILE NO fig •S/1..".s.�� p��/1- MARK REVISIONS APPR DATE 1 R.C. C5595 XP 12 31 06 41593 WINCHESTER ROAD, SUITE 120 TEMECULA CA, 92590 Details and Section TWO WORIONG DAYS BEFORE YOU DIG VA ION = 1 80.1 DESIGNED BY DRAWN BY CHECKED BY DATE •�� 61lylvS PHONE: 951.296.1292 FAX: 951.296.1164 OS^SST(•6 rr t��t�WR/ a N 'T. TElfr- � / 4