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HomeMy WebLinkAbout3434-60 0 0 0 -(:> EXISTING STREET LIGHT 1s FIRE HYDRANT --� PROPOSED STREET LIGHT EA EACH SF SQUARE FEET LF LINEAL FEET ----- CENTERLINE — - - — TRACT BOUNDARY —SD — STORM DRAIN BR17 NEY DRIVE SEE SHEET 2 hi II J w ' II 25' , 2511 10 1 20'w 201 1 m i 1 III $ S. 115' II' � 18,, ' rjj�I SII � � 38 Ln \�� , � I 19 .� 7 U+UU.UU (:L AMML LAML = 14+02.00 CL BRITNEY DRIVE W WATER MAIN S SEWER MAIN PROPOSED AC PAVEMENT ® GRIND AC PAVEMENT AC PAVEMENT SAWCUT AND REMOVAL P.U.E. PUBLIC UTILITY EASEMENT L.M.E. LANDSCAPE MAINTENANCE EASEMENT A_. 37 ®S=ri S S S N-0 -0w0 -4'38T-- W W W W OA J 23 —S— . ---F F- 12 2 W )SED R/W 24 35 LO 0, Mws �Au 33 r S v S - - $ -•— -I—Q i I I tN W— 1n W 25 in 26 ABIGAIL LANE I 11 t 1 111 I 11 ` 32 ; I it I11 31 —� ��. �`���� 30 z '1111 Il 1 13+93.12 CL ABIGAIL LANE \ \� a 0+00 00 CL ATHENA DRIVE 1 U,1 >> 1 I ` I I rr'f 11 �I i t +�� �) II t ` m 11 1 27 ' �I PROPOSED R/W I 10' I —t j 29 II 11 � 1111 1 11 11 II 11 ` JI PROPOSED R/W 11 11 1 I 11 20' 20' t 10' ' 1 + I it I � � 111 I I it 3 1 i I -A 60' I ATHENA DRIVE SEE SHEET 3 BASIS OF BEARINGR BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 36 BEING N89'59'38'E AS SHOWN ON TRACT MAP 16158-2, MB. 286/1-4. CONSTRUCTION RTES 1� CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12' OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 k 32) CONSTRUCT 6' PCC CURB AND GUTTER PER CITY STD. DWG. N0. 1003 CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, WIDTH 16' ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 10 CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015 14 BALL 5800 LUMEN HPSV STREET LIGHT (70 WATTS. 17) ON 25 FT. MARBELI TE POLE OR APPROVED EQUAL PER CITY STD. DWG NO. 1016 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 rowhich may be incorporated herein as a result DATE yQ�OP�p S. Flq4.���'L e � z W No.43976Cr m Exp. F/30,'0,' v Op CAl-1�0� GRAPMC SCALE (N NT) 1 h& s 49 ft Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE �� CONSTRUCTION OF REQUIRED BENCHMARK Prepared By: �OFESS CITY OF FONTANA CALIFORNIA &40O PREPARED FOR: ALLARD ENGINEERING Q °"q I D -IMPROVEMENTS NOT COaWIENCE WMIN ��°��� "�M, \<, RANCHO FONTANA SPECIFIC PLAN 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 ��" OP F� 2� SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET #1536697E AT SOUTHWEST CORNER OF 8253 Sierra Avenue Z DRAWN BY: AE �CT NO.16478 SCALE: DILIGENT MANNER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE Fontana, California 92335 Lou No. 43976 m 4m, � E AS NOTED DIAL TWO WORKING Exp. 6/30/05 �' DESIGNED BY: DATE. BEFORE DAYS BEFORE REQIARE REVISIONS TO THE PLANS TO CALIFORNIA, 91730 (909) 356-1815 Fax (909) 356-1795 * * EW STREET P APRIL, 2004 Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WRH (909) 291-7600 " Zo ' �� �9� t v l ��\P CHECKED BY: APPRO B DRAWING NO.: 6 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT FAX (909) 291-7630 David S. Hammer, A.C.E. 43J76 Date FOC CIV I%- f RMF 'd A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 ELEVATION 3.1 65.01 (expires 6/302005) CITY ENGINE R..E. 5115 3434 8 I �i(�O�-� 'D'R-D►V•� t1`� (� 4.111 �- 7 • o •b Cle.......e. AI.\.J.....\ 1rnI I\ MKIM nrcL^kA cror'M ICA 70—CT—Aiz A-