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HomeMy WebLinkAbout5335-3LnW CN �2 6 8" SEWER PER CITY DWG. NO. 5354 �21 1� 0 U U-) r'' U-) 00 00�- r'' a N 48' 18' m }.'9 ......... 61611 HW .... ........... Z LOC wu LO o O C 00 1395.04 FS AC 1395.01 FS AC 30" STORM DRAIN PER CITY DWG. NO. 5349 U-) V-U� R/W -a' 18 �2 w �2 C� ECR W �21 1� �2 U U-) r'' U-) 00 00�- r'' a 8" WATER 48' 18' m w� 0000 gip, BY OTHERS LOC 11 LO o O C 00 1395.04 FS AC 1395.01 FS AC 006 N U 1395.15 FS AC 1395.14 FS/AC �2 CZ! �2 C� ECR CITY �21 1� �2 C� U-) r'' U-) 00 00�- r'' r\ 8" WATER 48' 18' m N 0000 gip, BY OTHERS Cr 11 LO o +� el- 00 of Q) Ui � U-) V-U� -a' Uri er mm nrn rnrn rnrn ma) Cm 01) DIAL TW W❑ R K I N G BEFORE DILIGENT MANNER, THE C]TY ENaNEER MAY nn nn CATCH BASIN #5 DETAIL CASE "C". W=12', V*V, H=2" NOT TO SCALE rA R/W 10+45.00 ECR 1394.72 TC 17 rn �fll C�I U U �o 9 ++I O O (TYP) 12' 18' 1 18' 12' 1 _ 60' POSEY PLACE SEE SHEET 7 10 11 _+LO L C'4:2 (nP) 11 c 1397.59 TC 2 8 SLEEPY CREEK 11+41.10 ECR 1398.33 TC 12+27.10 BCR 1396.18 TC ;....... .. 1 Com.) W U C$� N Ln "'>. +rn ` N � 20' 20' 12' 32' 32' I_ 64' MONTGOMERY AVENUE SEE SHEET 2 TRACT 189391 PER DWG N0.5371 Q REV. REVISION DESCRIPTION 12+29.10 ECR CITY + M `" 1396.19 TC Coo CN Cm °.-° 30' 30' o0 0 8" WATER 48' 18' - rn 12' 18' gip, BY OTHERS Cr 11 LO o +� N +Q I I I C, o r11+ TWO YEARS OF THE DATE OF APPROVAL SLEEPY CREEK 11+41.10 ECR 1398.33 TC 12+27.10 BCR 1396.18 TC ;....... .. 1 Com.) W U C$� N Ln "'>. +rn ` N � 20' 20' 12' 32' 32' I_ 64' MONTGOMERY AVENUE SEE SHEET 2 TRACT 189391 PER DWG N0.5371 Q REV. REVISION DESCRIPTION ENGR. DATE CITY DATE 19+49.55 28 18+77.10 N SHOULD CONSTRUCTION OF REQUIRED Coo 25.00' 30' 30' o0 0 48.53' 48' 18' - rn 12' 18' 18' 12' m w IMPROVEMENTS NOT COMMENCE WITHIN o +� N +Q I I I o Not TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRED FORTH IN A DIAL TW W❑ R K I N G BEFORE DILIGENT MANNER, THE C]TY ENaNEER MAY DAYS BEF❑RE YOU DIG Y ❑ u DIG REQUIRE REVISIONS TO THE PLANS TO TOLL FREE1-800-227-2600 BRINC THEM INTO CONFORMANCE WITH J A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDfIIONS AND STANDARDS IN EFFECT WV - en Ln V�z O cc r M.. W cn Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 PER DWG. N0.5377 m CENTERLINE DRIVEWAY STATIONS W - - ! - - 60' -- --. _ cc Z 6 18+97.22 27 19+27.02 7 19+49.55 28 18+77.10 8 9 10 11 66' Coo 25.00' 30' 30' o0 0 48.53' 48' 18' C -j+ rn 12' 18' 18' 12' m w o +� N +Q I I I Oehl Not 91 I EJ 352+73.08 ECR8WATER .. BY OTHERS I I 1,402.26 TC -r-- -- 8 CF _. 22+67.76 BCR I 3' I 11 3 1397.57 TC 3' o� AN A ..�.. ._:........... ....... _ ...... 2 I `\' 1 229.1 I z -3 21 3AB I o 352+19.68 CL SIERRA AVE= 1 2/- 3 ' 22+65.76 ECR 1397.52 TC 10+00.00 CL MONTGOMERY AVENUE C A I 111 FR11W 21+73.76 ECR 1 1395.96 TC 8" SEWER PER CITY DWG. N0. 5354 1 � � 48' 12' 351+67.68 BCR 12' L 20' 1 20' 12' 60'8,400E 3 TC U 32' 32' co SIERRA AVENUE o � 64' o SEE OFF-SITE PLANS 0) + o + SLEEPY CREEK1-� PER DWG. N0.5377 2P:10 zn SEE LEFT BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, M.B. 340/72-73, BEING: N 00'00'12" BENCHMARK - 2" BRASS CAP LOCATED ON THE TOP OF CURB AT THE EASTERLY END OF THE CURB RETURN AT THE NE CORNER OF SIERRA AVE. AND MILLER AVE. ELEVATION: 1364.32 MONTGOMERY AVENUE NOTE- CONTRACTOR OTECONTRACTOR AND SURVEYOR TO VERIFY DRIVEWAY CENTERLINE LOCATIONS WITH ENGINEER PRIOR TO STAKING AND CONSTRUCTION. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 365-1795 -1� (7"j - -i •I•(tf Ray nd J. A rd, A.C.E. 36052 Date (expires 6/30/2016) 21+75.76 E 1395.97 TC 6 UIU O C^O oho N N (N N N � W N cZ LU ZW cn C) 30" STORM DRAIN PER CITY DWG. NO. 5349 (IN FEET) CONSTRUCTION NOTES CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 959 COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE 31 & 32) 2 CONSTRUCT C PCC CURB & GUTTER PER CITY STD. PLAN N0. 1000 3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' 4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 9 INDICATES 5800 LUMEN HPSV STREET LIGHT (70 WATT, 17) 25 FT. LUMINIRE HEIGHT PER CITY STD PLAN NO. 404 CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1003 12 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003, CASE C QRpFESS/o CITY OF FONTANA CALIFORNM ° oN°J.q<< STREET WROVEMENT PLAN N :T 9�0 �- DRAWN BY: TRACT NO 18939.1 SCALE: No. 36052 ,? HMG SLEEPY CREEKAS NOTED rr?Exp. 6/30/16 DESIGNED BY: DATE: DBW MONTGOMERY AVENUE March, 2016 s�qT c1 w L �'�P CHECKED BY: AR 0 BY: / F OF CA��E� DATE:DRAWING NO.: 3 RJA CITY ENGINEER R.C.E. 51152 5.35 a Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 03.dwg CENTERLINE DRIVEWAY STATIONS LOT # STATION LOT # STATION 6 18+97.22 27 19+27.02 7 19+49.55 28 18+77.10 8 9 10 11 20+01.70 20+54.04 21+06.18 21+47.01 QRpFESS/o CITY OF FONTANA CALIFORNM ° oN°J.q<< STREET WROVEMENT PLAN N :T 9�0 �- DRAWN BY: TRACT NO 18939.1 SCALE: No. 36052 ,? HMG SLEEPY CREEKAS NOTED rr?Exp. 6/30/16 DESIGNED BY: DATE: DBW MONTGOMERY AVENUE March, 2016 s�qT c1 w L �'�P CHECKED BY: AR 0 BY: / F OF CA��E� DATE:DRAWING NO.: 3 RJA CITY ENGINEER R.C.E. 51152 5.35 a Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 03.dwg CURVE TABLE RADIUS DELTA LENGTH TANGENT A 25.00' 90'00'00" 39.27' 25.00' B 30.00' 92'40'46" 48.53' 31.44' C 30.00' 90'00'00" 47.12' 30.00' QRpFESS/o CITY OF FONTANA CALIFORNM ° oN°J.q<< STREET WROVEMENT PLAN N :T 9�0 �- DRAWN BY: TRACT NO 18939.1 SCALE: No. 36052 ,? HMG SLEEPY CREEKAS NOTED rr?Exp. 6/30/16 DESIGNED BY: DATE: DBW MONTGOMERY AVENUE March, 2016 s�qT c1 w L �'�P CHECKED BY: AR 0 BY: / F OF CA��E� DATE:DRAWING NO.: 3 RJA CITY ENGINEER R.C.E. 51152 5.35 a Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 03.dwg