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HomeMy WebLinkAbout3435-2LISA DRIVE SEE SHEET 3 23' 23' 5' 18' 18' 5' I 8 o � � ' I m 5' I I I S I 9 $ I O ifiM���� I HELEN WAY 10 SEE SHEET 4 50' 25' 25' 5' 20' X I ca / 5' I X31 $gl _ � 11 �-^g m= 5 i;=`! D: W �mo12 ME+� � I UUI $gl I- CC to � 5!5! SEWER do STORM DRAIN EASEMENT WIDTH VARIES LINE "A' SEE SHEET 5 55 1 40 56 1 39 'ROPOSED R/W 1tcy- N N 11 to S � N Ln W 3jLO L 5 13 14 12 N89.5522w BRIiNEY DRIVE ABIGAIL LANE SEE SHEET 5 50' 25' 25' 5' 5' 20' 20' 5' I I II i HELEN WAY SEE SHEET 4 50' 25' 25' 5' 20' 20' ca 5' I X31 $gl _ ++I I i;=`! D: W I: r-PROPOSED 8" � I UUI $gl I- I� g - 0 N O _ _ I 12 N89.5522w BRIiNEY DRIVE ABIGAIL LANE SEE SHEET 5 50' 25' 25' 5' 5' 20' 20' 5' I I II i 13 S 17 ILS ac W .$<19 ZE +g U ^ v+i I RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The +, Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions ic% ay be incorporated herein as a result D 30 0 _j 29 28 2 CL MH 8 9+95.00 ATHENA DRIVE $ N 13+88.12 ABIGAIL LANE3 22 31 g � a 3 + + z 10 � W1N89- � 11 S . --l' 32 i �- 4 21 20 BASIS OF BEARINGS: BEARINGS ARE BASED ON THE NORTH UNE OF THE SOUTHWEST QUARTER OF SECTION 36 BEING N89'5938"E AS SHOWN ON TRACT MAP 16158-2, MB. 286/1-4. 33 5' ROPOSED R/W .W 10+ 5.00 co0 X44: Z7 LU �I I ePYROOTHE�Rs 8" WATER S I I =I'dX I 5)' I 26 A25' 25' 20' 20' 5' ABIGAIL LANE SEE SHEET 5 ATHENA DRIVE M N — N n — 0 CONSTRUC11ON NOTES 2O—CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3 -CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATER AND CLEANOUT PER CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30) 4O—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 5O—INSTALL BACKWATER CHECK VALVE GRAMIC I J1111.[ 100 w (NfEr) 1kA■ 40 it M A- REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED BENCHMARK Prepared By: o'ESS / CITY OF FONTANA, CALIFORNIA O IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: �k.0, S. HAM l ALLARD ENGINEERING q RANCHO FONTANA SPECIFIC PLAN Z TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. Civil Engineering - Land Surveying - Land Planning A- OP �'F� 0 0 1536697E AT SOUTHWEST CORNER OF TRACT' NO.16478 SCALE: " SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET # 8253 Sierra Avenue a DRAWN BY: N DKJCMT MANNER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. j No. 43976 EY DR & ATHENA DRIVE 1"--40' Fontana, California 92335 w DIAL TWO WORKING Exp. 6/30/05 DESIGNED BY. DATE. o CALIFORNIA, 91730 (09) 356-1815 Fax (909) 356-1795 BEF❑RE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO * * EW SEINER I ROWMENT PLAN APRIL, 2004 Y ❑ U DIG Y❑U DIG BRING THEM INTO CONFORMANCE WITH (909) 291-7600 _ - ZO - 0 ` D BY: _ DRAWING NO.: FAX 909 291-7630 9T EVIL �� CHECKED BY 2 CA TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT ( ) David S. Hammer, A.C.E. 43976 Date FOF CAL�F� RF e--22 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1365.01 (expires 6/30/2005) o l Gp p vil q •15. CITY ENGIN ER R.C.E. 51152 3435 5 a ri___—_. u.nwn /�cnf � /n►uI nrcin►l /croccr/1cA -70_wc_no nwn W I IV �I ca I 38 $gl lo� ++I � ^ O r-PROPOSED 8" WATER I BY OTHERS W 13 S 17 ILS ac W .$<19 ZE +g U ^ v+i I RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The +, Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions ic% ay be incorporated herein as a result D 30 0 _j 29 28 2 CL MH 8 9+95.00 ATHENA DRIVE $ N 13+88.12 ABIGAIL LANE3 22 31 g � a 3 + + z 10 � W1N89- � 11 S . --l' 32 i �- 4 21 20 BASIS OF BEARINGS: BEARINGS ARE BASED ON THE NORTH UNE OF THE SOUTHWEST QUARTER OF SECTION 36 BEING N89'5938"E AS SHOWN ON TRACT MAP 16158-2, MB. 286/1-4. 33 5' ROPOSED R/W .W 10+ 5.00 co0 X44: Z7 LU �I I ePYROOTHE�Rs 8" WATER S I I =I'dX I 5)' I 26 A25' 25' 20' 20' 5' ABIGAIL LANE SEE SHEET 5 ATHENA DRIVE M N — N n — 0 CONSTRUC11ON NOTES 2O—CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3 -CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATER AND CLEANOUT PER CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30) 4O—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 5O—INSTALL BACKWATER CHECK VALVE GRAMIC I J1111.[ 100 w (NfEr) 1kA■ 40 it M A- REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED BENCHMARK Prepared By: o'ESS / CITY OF FONTANA, CALIFORNIA O IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: �k.0, S. HAM l ALLARD ENGINEERING q RANCHO FONTANA SPECIFIC PLAN Z TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. Civil Engineering - Land Surveying - Land Planning A- OP �'F� 0 0 1536697E AT SOUTHWEST CORNER OF TRACT' NO.16478 SCALE: " SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET # 8253 Sierra Avenue a DRAWN BY: N DKJCMT MANNER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. j No. 43976 EY DR & ATHENA DRIVE 1"--40' Fontana, California 92335 w DIAL TWO WORKING Exp. 6/30/05 DESIGNED BY. DATE. o CALIFORNIA, 91730 (09) 356-1815 Fax (909) 356-1795 BEF❑RE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO * * EW SEINER I ROWMENT PLAN APRIL, 2004 Y ❑ U DIG Y❑U DIG BRING THEM INTO CONFORMANCE WITH (909) 291-7600 _ - ZO - 0 ` D BY: _ DRAWING NO.: FAX 909 291-7630 9T EVIL �� CHECKED BY 2 CA TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT ( ) David S. Hammer, A.C.E. 43976 Date FOF CAL�F� RF e--22 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1365.01 (expires 6/30/2005) o l Gp p vil q •15. CITY ENGIN ER R.C.E. 51152 3435 5 a ri___—_. u.nwn /�cnf � /n►uI nrcin►l /croccr/1cA -70_wc_no nwn