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HomeMy WebLinkAbout2933-310 11 12 I? 14 15 II w 5g 7 OAKSPRING DRIVE SEE SHEET 5 13 O RRI -Cz RP: -QT PI 0 CONSTRUCTION NOTES 1� INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER CITY STD. DWG. NO. 1016 25 FT. LUMINAIRE HEIGHT. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. @--CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE ( See general notes 27&28) 3 3 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 4 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 0 0 N Underground Service Alert ` o Y Cel TOLL FREE v 1-800 227-2600 0 TWO WORKING DAYS BEFORE YOU DIG SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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. 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,W=5.5' 6 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 7 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 10 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHEET 6 11 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, CASE A, AS SHOWN ON SHEET 6 13 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' PLANS PREPARED FOR No. Stratham Homes Attn: Nick Kahlon 2201 Dupont Drive Suite 300 Irvine, Ca. 92612 (949) 833-1554 10 11 I O ~ 00 to O rt i 00 62 + 63 60 20' 0 PO +0) o 20' f 40' 13 13 27' 27' 54' N O r 00 IM 71 13 U R U m U M� F- 1 25.00' (0 ~ U) p O O NO 4-670 70 O Otn Do 4 O 38.00' N cider Of� 13 0 04 � rici 5' P E 13 �:HOR+� ROYAL CREST COURT SEE SHEET 2 CURVE DATA 0 R U m U L F- 1 25.00' (0 ~ 39.27' 25.00' I� 62.00' O 39.90' It 4 O 38.00' 04 0 p 65 U p N N 04 � d� 13 �:HOR+� ROYAL CREST COURT SEE SHEET 2 CURVE DATA 0 R 0 L T 1 25.00' 90'00'00" 39.27' 25.00' 2 62.00' 36'52' 12" 39.90' 20.67' 3 38.00' 253'44'24" 168.29' --- REVISIONS Engineer City BENCHMARK Approval Date: Approval Date: QROFESS/0� CALTRANS BENCHMARK NO. 8-17llz o J. -4 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. ; 4Q- 13Z0 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN No. 36052 Z SEVAINE RD., IN SOUTH CONCRETE BASE OF m S.C.E. TOWER 19.5; 2.65 MI. W. ALONG °G Exp. 6/30/2004 HIGHLAND AVE. FROM SIERRA AVE. � C►V1L `P ELEVATION: 1428.6090 qTF OF CAO Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Drawn By: Fontana, California 92335 DBW (909) 356-1815 Fax (909) 356-1795 Designed By: �� -- Cd � �0/ -DBW Raymond J. Allard, A.C.E. 36052 Date Checked By: (expires 6/30/2004) 1 RD 13 �! PRDFILE HORIZ: 1"= 40' VERT: 1 "= 4' li 7 OAKSPPoNG DRIVE SEE SHEET 5 GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. 2 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT 16046 Scale: GABELS CREST PLACE1 "= 40' Date: ROYAL CREST COURT SEPTEMBER, 2001 �.t.C;,�,..c 1�,..m-e.;^A 40%4- Dwg. No. �Z6 Approved: Ae�e��t CITY ENGINEER R.C.E. -911622 Filename: M:\DWG\12903\16046-3\STREETS\ST3.DWG