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HomeMy WebLinkAbout3037-3,. 0 30 SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS 23 23+99.00 L ROOSEVELT DRIVE 24 22+92.42 L ROOSEVELT DRIVE 25 22+63.62 L O > NMCD 26 21+88.09 L ROOSEVELT DRIVE 27 21+29.84 L ROOSEVELT DRIVE 28 20+63.27 L ROOSEVELT DRIVE 29 19+59.49 L ROOSEVELT DRIVE 30 19+29.49 L NW t7 66 20+31.30 R ROOSEVELT DRIVE 67 21+10.99 R ROOSEVELT DRIVE _ _ O U Q R ROOSEVELT DRIVE F O W T` p O O d OW _ _O _ O LO to O + + : J Ui O J Of _ 11 FxIdI C-4 > _ . _ - 1555 1555 cn a` u, _ FINISHED SURFACE S NI _ o VJ z _ _; _- _ _ v ABOVE SEWER M O EXISTING GROUND O O •� + +Co SLO - �- ►� r- J N - ABOVE SEWER + + _H N _-- / `_ _� NGC N S -_ ' tl D` U / N O DO O _ - rn o H FX U _ _ 1545 `..1545 _ o - - C) o a, M _ F- W N _ - N �Qwo .0.0 2 9+ _ M 1A W N _ __ _. _ __ _ _ _ . _ _ _ . , _ . ,... ZW O - H : > _, :_ :_ _ - _ O O _ H n zW > +> � z _ _. 000 o _ COO : - N r _ CR F- ui N W W LA Q .- _ H W ZW - 11 z - o _ z ; S=:().01 60 0 - W _ ao ao _ - 1535 H + + 1535 O z Z OM _ - _. _._ _ _.... _ . .._.;. _ _ _- _.. O n CONST 219.27 LF :CONST 256.27 LF _ - - + Of _ • 8 EXTRA STRENGTH VCP __ _ 8 EXTRA STRENGTH VCP _ CONST 80.03 LF F PRO ILE SCALES _ 80 EXTRA STRENGTH VCP HORIZ. 1 =40 - _ - - - VERT. 1 =4 - : 19+00 20+00 21+00 22+00 23+00 24+00 25+00 0 30 SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS 23 23+99.00 L ROOSEVELT DRIVE 24 22+92.42 L ROOSEVELT DRIVE 25 22+63.62 L ROOSEVELT DRIVE 26 21+88.09 L ROOSEVELT DRIVE 27 21+29.84 L ROOSEVELT DRIVE 28 20+63.27 L ROOSEVELT DRIVE 29 19+59.49 L ROOSEVELT DRIVE 30 19+29.49 L ROOSEVELT DRIVE 66 20+31.30 R ROOSEVELT DRIVE 67 21+10.99 R ROOSEVELT DRIVE 68 21+64.44 R ROOSEVELT DRIVE 0 30 29 O o LM � � 3 W 3 Z A _ 1 Co 0 .1 ;$ CL INT a: 19+86.38 ROOSEVELT DRIVE =10+00.00 HAMILTON LANE 20+00 `\\ r 123 HAkv. p SE N SNE E SHEET 8 5' PUE (TYP) MA 21+00 ��2 N DRIVE L0 REp,GA J N CL INT \ yZ H n 22+10.73 ROOSEVELT DRIVE r c) N =10+00.00 HOOVER LANE \ �''� SS !'?AA1 QRVE 24 23 �� Rooms no 00 ; r2 5 / N� 24+65,�j� 26 0 0= L / ,10100 00 N o R/W `V it CURB do GUTTER 22+00 Im.. !�©� 4 s---- - - _ CURB &7 GUTTER - 3 24 Op CL INT 24+72.23 ROOSEVELT DRIVE 3+00 3l \ =11+88.99 REAGAN DRIVE 1C cr C W '\ \ -------� M �,- �RAVE I 5 PUE (TYP) O AN D L 66 1 i 'O 67 68 i i HOOVER LANE SEE SHEET 10 122 ZZ Kt SEE SHEEN 4 CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT �� R Co R D D R � I VA G ° LEGEND G,� / -',y �_ _ �`1 A 4'32'44" 82.03' 1034.00' 41.04' CL CENTERLINE CL MANHOLE B 12'22�19� 223.27 1034.00 112.07 INT INTERSECTION C 14'2518 260.26 1034.00 130.82 CONSTRUCTION NOTES ROOSEVELT DRIVEQ�°FE " � �Q�� �� RSD STORM DRAINW RIGHT OF LINE 1a- INSTALL 8 EXTRA STRENGTH VCP SEWER q`9 W WATER LINE CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 NO.31681 ST STREET STATION 22 N 33 - INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 Iti31f'10+00.00 SEWER STATION 5� BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) Fr rtEv REylsiaN DEscRIPnaN DAZE ENGR. an DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 2ECpR-D m-wimC) 2-0(4 1-ACa 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. /"QRpFESS/0r�\ PgSHUR cq'c �y rZ rn No. 31681 z :r-lr,' * Exp. 12/31/04 sj \CIVIC- Of CA,-�Fp�/ ❑oo� reman, Inc. Ell r A Civil Engineering -Planning •Surveying •Public Works DRAW BY: 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 REF PREP EDU DER THE SUPERVISION OF: DESIGNED BY: REF 2 ECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: p RLd 40 0 40 1 "= 40' scale CITY OF FONTANA, CAL.FORNIA SUMMIT HEIGHTS II SEWER PLAN & PROF'LE T DRRM TRACTAO.15841-1 BY 'ra •GZ r% A TC. 80 iii feet 1"= 40' TE: 12-3-01 G NO.: 3 3037 1 /, 3 v Q 00 3 N a a 1�