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HomeMy WebLinkAbout1884-6193 ro 1 25 DRAINAGE a SEWER EASEMENT 0 0 J ` U W a lL O N CL c� z U 10' dO 3 _ o o > Nw o o Ig 7.3HIGH BLOCK z a: O ci Hii1 U U R. WALL X In � XGIS cc�j V Z n 2 - w z d a 12 z ° J N a w a- N 3 ~ o� w OD ST STA. 111. 15.00 CL. C. B. NO. 3 PER L. A.C. F.C.D. 1 X I c6 �Q w rt 13 19 Top of:�lope w w I N di0 Q a. - SCALE : 1" = 40' DWG. NO. 2- D 163, W= 14�, V = 4' W / LOCAL S w Iw o J E-- z FAD= 82.2 /ope I Q w W < DEPRESSION PER L.A.C.F.C.D. DWG NO. 2 - D 88 2; Varies Exist Ground m U I cn Cr o f o CASE C �� maX 18 i, r N� vi o 2.0 min., 2.5 max.CS ► ��� CIJ to t N o° 08 50 W ST. STA 21+52;02 V.D. EAST TRAcT FJDRI 6`WIDE CONC. WALK 0.3` min. LL d z 10 w -° cri a - - w I 12 No os 5o w Pa Owl I I 45.63 �P 2k�� °� s 5 e5 6 Z 7 8 9 CONSTRUCTION NOTES 2 s� 6-, 0 SAN. X- ING. ° 4 rr 11 CONSTRUCT 18" R. C. P. STORM DRAIN co I a3 814.32 FL. IS R.C.R LATERAL All 11 I I 12 �` 972.04 INV. 8,V•C.P. N 61° 50'47" W CONST. 29.53L.F 18" R.C•P 12 CONSTRUCT 24" R. C. P. STORM DRAIN X I w CONSTRUCT CATCH BASIN NO. 3 PER L. A. C. F. C. D. I 15 S o ,, ..... .. •� DWG. N0. 2- D163 Sr 41 �� S7- e q. 3�0 A _ N 14 CONSTRUCT M. H. N0. I PER L. A. C. F. C. D. I ( 3 U. 2 to DWG. NO. 2 - D IO2 . 3 3� /6 i � � S N - O, SqN k �-� - - IVO°08 05 W- N Irk CONSTRUCT CONIC. COLLAR PER L.A.C.F.C.D. DWG. NO, I0- /NG � 2-D393 (REINFORCING NOT TO BE OMITTED w I� j U_) -� _M co W L� X �I / cn \ I8 CONSTRUCT 6` WI OE , 4"THICK CONC. WAL K Lo ° I CONSTRUCT LOCAL DEPRESSION PER L.A.C.FC.D. �_ 2+ S.D. STA. 3+ 2$.24 ST. STA. 11415.00 C.L. C.B. NO. 3 PER L.A.C.F.C.D. 13 1°J DWG NO 2-088 I = z I w E. C. DWG. NO. 2- D 163, W = 14 , V 6.0' W /LOCAL w 60 61 DEPRESSION PER L.A.C.F.C.D. DWG NO. 2-D88 0 II Ix - CASE "C " I° 11 LATERAL11 rr err 6 4' o N44051 10 E CONST. 17.32 L.F. 18 R.C.P. 32' 32' � 12' 20' 20' 12' 1 z 5 0' 10+00.00 CL. INT. SHEFFIELD ROAD 12' R fMNO BAR VILLAGE DRIVE EAST 25 25 =10+00.00 CL. SNOWDAN ROAD M (o'' INTO BLOCK 7 18 18 71 4.5' 4 AND &V TING T SE SHEET 2 S.D. STA. 4 4 04.61 -TOP Of POCJT/NG = s1 STA. 10 h • S SNOWDAN ROAD + 94.00 !k 1 C.L. MH. N0.1 PER L.A.C. FC•D. DWG. NO. 2- D 102 ;v •. :.�' L=5', H=4', T= 8" r VIEWSHEFFIEL-D ROAD 3o' gM00711 4 D/IR9 4"0C. SECTION BLOCK WALL OPENING DETAIL N.T.S. . O AO 66°30`02 22.50` 26-11 14.75` STORM DRAIN C.L. CURVE MARK R L T COMMENTS BENCH MARK R. R. SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40 CURVE DATAI I REV. I DATE EAPP7' DESCRIPTION 8" V.C.P. SEWER 15' 24" R.C.F STORM DRA IN SECTION OG -- N.T.S. PL 20' DRAINAGE' EASEMENT. 10 J LOT 4 6' 10, LOT 5 PAD z 82.2 19/0,0 I -40 PAD = 82.1 1.5.rrmin; .5'max. 2./�°�y 4'� ( ZoQe1(,/ZANN 1/1 + 1.4 min 11.9' max. I 6 ` WIDE CONC. WALK 18 5, 5' 24 " R.C.P STORM DRAIN 8" V. C.P SEWER fESS c 41 --4- CONST. 82 L f 7' HIGH BLOC/( WALL FINISH PfR SPEC/f/C P/AN N cl j W PAD=79.3 PAD= 79.3 1 I o rime _ W u I N W A_ N)y 81. 62. 80.2 �� rf y 58. 38' I' 24"RCP\� Q. W a � z�- N \ > 61- 4, - i �•P 4til s!•r � \ � Q��,g2. n �� �� + \ G k. g2.r R/ 42� VA 33 I N' `� 1 3 � � �• c,'. II � 8I 1 ;'` NOTE (sff Df TA/1 LEFT)' PROV/Df Nz /. 3' x W= 3.0' OPEN/NG THROUGH M41L F.L. TO Bf AT TOP Of FOOT/NG PfRNA NfNTL Y MOUNT GRATE W17H/N WALL (#-4 A4R5 0 4" 0. C. M/N 0/y APfyOUf/> TRAff/C 6RA 7eI. CID W NO. RCE 40982 M SECTION © © EXP- 3-31-91 OF CA�,FO G' Musser Engineering Consultants Inc. 2698 MATARO STREET (818) 568-2465 PASADENA; CALIFORNIA 91107 Drown by PH Approved : Z Q Designer, by: GEORGE MUSSER R.C.E. 40982 Da' a LLKK EXPIRATION DATE: 3/31/91 AP Checked bx : DATE y•t' DRAINAGE DETAIL LOT 4 120 1 GRAPHIC SCALE CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Scales 1"= 4Oj- TRACT N0. 14631 Date : STREET IMPROVEMENT PLANS Approved : L't/� Gt/ Z Dwg.No. 7 CITY EN I R R.C. E. 1'