Loading...
HomeMy WebLinkAbout3040-3Y �h 'goo SF�F sFF s � � D 6 �/ HFFI 4 CL INT 10+00.00 AMERICAN WAY =10+00.00 ROOSEVELT DRIVE 36 v 4 3 5' PU (TYP) \ \ 37 - R/W CURB do GUTTER \ 3 r` CONSTRUCTION NOTES 1a -INSTALL 8" EXTRA STRENGTH VCP SEWER a- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3�INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 a- CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 4 do PER APWA STD PLAN 223-1 CASE D ON SHT 6 SQ- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) REV. REVISION DESCRIPTION W No. 311811111 [21T,0 9D DRP�V IJ EV 'r OF CAH N� K�73 / 0 z(C, 4 Go> SE ER LATERALS LOCATION ST ION) LOT NO. DESIGN CL INT "AS BUILT" STA.REMARKS W 1 9+52.71 ' R f2 -AMERICAN WAY 2 8+80.52 R p Iz- k4MERICAN WAY 3 8+36.89 R g -I- --3, S tZ_.. MERICAN WAY 4 8+21..9 R 8 Sz'' AMERICAN WAY 5 8+03.` R AMERICAN WAY 27 14+43. R 14-+4-8 V-- MERICAN WAY 28 14+38.28;" R (4- -{- --?>6oV- JAMERICAN WAY 29 14+13.8 R 4- 1 I V-- AMERICAN WAY 30 13+50.2 R 17 AMERICAN WAY 31 12+70.2 R I Z +70 V- AMERICAN WAY 32 12+40.27Y R 12-+3O R- JAMERICAN WAY 33 11+60.27 R I I - - Co ( 1Z JAMERICAN WAY 34 11+30.2 < R I I -- ;�70 V-- AMERICAN WAY 35 10+57.6 R 10 +- ; o 7-- AMERICAN WAY 36 8+76.52 L 0 AMERICAN WAY 37 9+76.09 L 3 t._ AMERICAN WAY 38 10+13.76 L -f- IZ L,_ AKRICAN WAY 39 10+85.65 L IV + efl L- AMEVICAN WAY 40 11+76.19 j L I I -t--T a j-. AMIRICAN WAY 41 12+06.19 L O (n 40ERICAN WAY 42 12+96.19 L I Z (_. AMERICAN WAY 43 13+26.19 L 1 -{-2 -j t_ AMERICAN WAY 44 14+09.82 k L 14- o L ---AMERICAN WAY 'goo SF�F sFF s � � D 6 �/ HFFI 4 CL INT 10+00.00 AMERICAN WAY =10+00.00 ROOSEVELT DRIVE 36 v 4 3 5' PU (TYP) \ \ 37 - R/W CURB do GUTTER \ 3 r` CONSTRUCTION NOTES 1a -INSTALL 8" EXTRA STRENGTH VCP SEWER a- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 3�INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 a- CONSTRUCT SEWER LATERAL CROSSING PER DETAIL ON SHT 4 do PER APWA STD PLAN 223-1 CASE D ON SHT 6 SQ- BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) REV. REVISION DESCRIPTION W No. 311811111 [21T,0 9D DRP�V IJ EV 'r OF CAH N� K�73 / 0 z(C, 4 Go> LATERAL CROSSINGS 3 STORM DRAIN REMARKS w BOTTOM OF PIPE AT CROSSING CL INT o W 11+59.99 AMERICAN WAY + `nQ =11+82.00 VANESSA WAY SEWER STATION Z, 38N39 N 00 m m SEWER LATERAL CROSSINGS LOT NO. SEWER LATERAL STORM DRAIN REMARKS INV AT CROSSING INV AT R/W BOTTOM OF PIPE AT CROSSING 36 1518.91 1526.17 1520.10 37 1517.95 1525.67 1519.11 41 Ed N 43 k5' PUE (TYP) 1----- ■amu a 'til'■ ©..YEMEN 11■ Co VANEsSA WA y 35 34 33 32 CURB do GUTTE 31 DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT /la�l -�G s•� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /Q�OFESS/p,�,�� PgSHUR c� Z rn � -1 No. 31681 z * Exp. 12/31/04 \CIVIC lF CAO R/W 30 29 27 w 25 CL INT 16+50.87 AMERICAN WAY =10+00.00 ANDREWS LANE ST =16+45.84 1414+5�AMERICAN WAY CL MH 0 26 CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 17.06'25" 201.54' 675.00' 101.52' B 11'31'19" 135.74' 675.00' 68.10' r❑❑o�H �emm Inc. ❑DISj Civil Engineering •Planning •Surveying •Public Works AWN BY - 1152 Y1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 REF PREPARED UNDER THE SUPERVISION OF: SIGNED BY: �j % REF / Y CL. CHECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: R� RLB CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY SD STORM DRAIN LINE W WATER UNE ST STREET STATION 10+00.00 SEWER STATION 1 1 40 0 40 80 1 "= 40' scale feet CITY OF FONTANA, CALIFORNIA SUMMIT HEIGHTS II SEWM PLAN & PROFLE AMB1CM WAY MACTW. jW1 APPR0 Y. 0 0 Q ALL o 1 "= 40' co CD 11-26-01 G No.: S co 3040 R N V �