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HomeMy WebLinkAbout3037-423 CONSTRUCTION NOTES PROFILE SCALES HORIZ. 1 of=40 VERT. 1 "=4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1:,1411AWTHIIII11 SEE SHEET 3 11 INSTALL 8" EXTRA STRENGTH VCP SEWER 2& CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 33 - INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 5� BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) CL INT 11+88.99 REAGAN DRIVE REAGAN DRIVE REv REVISION DESCMP71014 DATE ENGR. I CITY DATE ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT I REC_o e�� [CRAW I �l Ca 2 -oil H v 5 . �• 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. /QROFESS/O�(��\ �1HUR o Q) Z = No. 31681 Z r -T.1 * Exp. 12/31/04 \`rx CIVIC TF cxb / R9 � rofZn b2i�wi NG,, �4o-luw / ty co No. 31681 VA Exp, IT V511w V O O LO LO Ln W 2 N LLJ w Z ``' V) J S U Q LEGEND SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS 14 14+85.41 R REAGAN DRIVE 15 14+55.41 R O 16 13+75.41 R REAGAN DRIVE 17 13+45.41 R REAGAN DRIVE O 12+65.41 _ REAGAN DRIVE 19 12+35.41 R REAGAN DRIVE 20 11+55.41 R _ 21 11+25.41 R 22 10+57.24 R REAGAN DRIVE $ 1540 .< 0 to 1540 H : w or v _ W W ; _ - ao — - I FINISHED SURFACE r _ 2 _ N •e -a ABOVE W W CD LAJ ;_ Cn- N o O H 40 i pn � _ o O co EXISTING GROUND Q oII C4 II m ABOVE SEWER i M C10 _ LO LO 1530 + > 1530 ,LO _ _ M M I O O NI LO O O N IILO 44 _ _ :..1520 _ r _ . __ _ :1520 _ - c to O 1n J LO N CD > O ZZ 470 N— Z O z _ } _ CONST 302.00 LF ': CONST 242.00 LF 8 EXTRA STRENGTH VCP 8 EXTRA STRENGTH VCP _ 23 CONSTRUCTION NOTES PROFILE SCALES HORIZ. 1 of=40 VERT. 1 "=4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1:,1411AWTHIIII11 SEE SHEET 3 11 INSTALL 8" EXTRA STRENGTH VCP SEWER 2& CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 33 - INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 5� BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) CL INT 11+88.99 REAGAN DRIVE REAGAN DRIVE REv REVISION DESCMP71014 DATE ENGR. I CITY DATE ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT I REC_o e�� [CRAW I �l Ca 2 -oil H v 5 . �• 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. /QROFESS/O�(��\ �1HUR o Q) Z = No. 31681 Z r -T.1 * Exp. 12/31/04 \`rx CIVIC TF cxb / R9 � rofZn b2i�wi NG,, �4o-luw / ty co No. 31681 VA Exp, IT V511w V O O LO LO Ln W 2 N LLJ w Z ``' V) J S U Q LEGEND SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT" STA. REMARKS 14 14+85.41 R REAGAN DRIVE 15 14+55.41 R REAGAN DRIVE 16 13+75.41 R REAGAN DRIVE 17 13+45.41 R REAGAN DRIVE 18 12+65.41 R REAGAN DRIVE 19 12+35.41 R REAGAN DRIVE 20 11+55.41 R REAGAN DRIVE 21 11+25.41 R REAGAN DRIVE 22 10+57.24 R REAGAN DRIVE 23 CONSTRUCTION NOTES PROFILE SCALES HORIZ. 1 of=40 VERT. 1 "=4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1:,1411AWTHIIII11 SEE SHEET 3 11 INSTALL 8" EXTRA STRENGTH VCP SEWER 2& CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 33 - INSTALL 4" EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 5� BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING) CL INT 11+88.99 REAGAN DRIVE REAGAN DRIVE REv REVISION DESCMP71014 DATE ENGR. I CITY DATE ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT I REC_o e�� [CRAW I �l Ca 2 -oil H v 5 . �• 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. /QROFESS/O�(��\ �1HUR o Q) Z = No. 31681 Z r -T.1 * Exp. 12/31/04 \`rx CIVIC TF cxb / R9 � rofZn b2i�wi NG,, �4o-luw / ty co No. 31681 VA Exp, IT V511w V O O LO LO Ln W 2 N LLJ w Z ``' V) J S U Q LEGEND CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY SD STORM DRAIN LINE W WATER UNE ST STREET STATION 0.001 SEWER STATION 110017T -TA-%, ,0 & FbiremanInc. [11:117 A Civil Engineering -Planning •Surveying •Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 PREPARED UNDEJR THq SUPERVISION OF: 1---?-JC4AMJ * lei o T-IAROLD A. GARCELON R.C.E. 31681 DATE: a 40 0 40 80 1 "= 40' mommoll scale feet CITY OF FONTANA, CALIFORNIA SUMMIT HEIGHTS 11 BY. SEWM PLM & PRGFZE ALE: REF 1 "= 40' D BY: REAGAN DFVVE DATE REF CT 1-1 12-3-01 D R 0 ` DWG NO.: 4 CITY ENGINEERR.C.E. 51152 DATE: 3037. z 0 a., N 0 00 a T o_ E I N 00 M Co 00 !: r,: N