Loading...
HomeMy WebLinkAbout5650-7.o 5 :.1 45 46.1 10+00.00 CL CANDLENUT W Y L 16+61.36 CL LARKSTON 1147 T �l 44 I �l 1447.80 TC U 73 12' 20' 1 20' 112' 32'.I 32' + 64' LARKSTONE STREET SEE SHEET 9 TOLL 'FREE -qmm�-1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. CANDLENUT WAY CONSTRUCTION NOTES (D—CONSTRUCT 5.0" AC PAVEMENT OVER 12' OF 95% COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 7a --CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 G> --CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 G) --CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5' 10 ONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE 11 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 13 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003 18 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT) SEE PART NO. 10205809 PER CITY STD. 404 REVISION DESCRIPTION ENGR. DATE CITY DATE SHOULD CONSTRUCTION OF 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 50.3 FL 1451.1 k 1113 U U O ~ 0 ~ oto —� '4-01 N 86(TYP)BCR 1 17 ECR 85 84 9 1461.28 TC O80 $3 82 81 1450.23 TC R/ 13 1 1 Q 18 o -co 7 11 15+17.07 GOLD FINCH WAY= AJ W21 17+66.40 CAPSTONE STREET 11451.69 TC U o 87 12' 20' 20' 12' 16 o 32' 32' o � 64' x N� LARKSTONE STREET CJ"'\oO5���� SEE SHEET 9 GPQ S�� Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 88 89 (TYP) L 90 91 L 92 93 8" WATER PER CI 8" SEWER PER CI DWG. NO. 5649 OF FONTANA WAT GOLD FINCH WAY 1456.17 TC LINE TABLE (IN FEET) 13+66.10 ECR DELTA LENGTH (TYP) 1455.78 TC ` y 71 s 7010 18 69 68 41 25.00' 91'20'39" R / 25.59' - C 25.00' © 4+16.99 CANDLENUT WAY= 28.02' - D 25.00' 14+67.76 CAPSTONE STREET 35.72' 21.68' - �� jc I Go 45.57' 7 r� 25.00' 84'35'24" 36.91' 40 _ o0 �<(d��1�� % 7 5 11 13 � DRAWING NO.: 7 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. / AOHEAT K. ALLAAD A.0 E. 85349 10+00.00 GOLD FINCI RKA �Q .� / ' DATE. 5650 EL=1428.609 19+07.43 LARKSTONE CITY ENG EER C.E. 5 152 11 s 1 o �6 R/ 8" WATER PER CI (TYP) 8" SEWER PER CITY DWG. N0. 5649 NN �G 39 OF FONTANA R F,G��1ti \ 74 75 76 77 78 �5 79 CANDLENUT WAY CONSTRUCTION NOTES (D—CONSTRUCT 5.0" AC PAVEMENT OVER 12' OF 95% COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 7a --CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 G> --CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 G) --CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5' 10 ONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE 11 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 13 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003 18 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT) SEE PART NO. 10205809 PER CITY STD. 404 REVISION DESCRIPTION ENGR. DATE CITY DATE SHOULD CONSTRUCTION OF 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 50.3 FL 1451.1 k 1113 U U O ~ 0 ~ oto —� '4-01 N 86(TYP)BCR 1 17 ECR 85 84 9 1461.28 TC O80 $3 82 81 1450.23 TC R/ 13 1 1 Q 18 o -co 7 11 15+17.07 GOLD FINCH WAY= AJ W21 17+66.40 CAPSTONE STREET 11451.69 TC U o 87 12' 20' 20' 12' 16 o 32' 32' o � 64' x N� LARKSTONE STREET CJ"'\oO5���� SEE SHEET 9 GPQ S�� Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 88 89 (TYP) L 90 91 L 92 93 8" WATER PER CI 8" SEWER PER CI DWG. NO. 5649 OF FONTANA WAT GOLD FINCH WAY 13 1 19 ECR 1 1462.75 I 94 � mC14H 12' 20' 20' 12' 3 N , 2' 32 64' CAPSTONE STREET SEE SHEET 8 *�o GRAPHIC SCALE 40 0 20 40 80 160 CURVE & LINE TABLE (IN FEET) RADIUS DELTA LENGTH TANGENT BEARING A 25.00' 88'39'21 38.68' 24.42' - 8 25.00' 91'20'39" 39.86' 25.59' - C 25.00' 96'31'06" 42.11' 28.02' - D 25.00' 841'52'02" 35.72' 21.68' - E 25.00' 104'25'56' 45.57' 32.25' - F 25.00' 84'35'24" 36.91' 22.74' - 13 1 19 ECR 1 1462.75 I 94 � mC14H 12' 20' 20' 12' 3 N , 2' 32 64' CAPSTONE STREET SEE SHEET 8 *�o GRAPHIC SCALE 40 0 20 40 80 160 Filannma• 1A WfiReaA nWCC\ P-1" nrcin_m\ CTDCCTc\ CTDCCT CUT -7 A-- (IN FEET) 1 INCH = 40 FT. BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, ALLARD ENGINEERING Q�OFESS�ON� K� �<<,�� STREET I M P ROW E M E NT PLAN S Rsw, S.B.M. PER RECORD OF SURVEY 88/36-42, aa Civil Engineering Surveying Planning �°� �y BEING: N 89'37'36" E -Land -Land � �o �a � DRAWN BY: SCALE: TRACT N0. 189$7 BENCHMARK: Fontana, Califarnia�92335 W No. 85349 m DBW/HMG AS NOTED CANDLENUT WAY CALTRANS BENCHMARK #8-17 (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18 DESIGNED BY: DBW DATE: GOLD IN WAY October, 2017 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED �<(d��1�� % ��qTF CIVIC CHECKED BY: APPR Y. DRAWING NO.: 7 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. / AOHEAT K. ALLAAD A.0 E. 85349 �`P OF �� CA RKA �Q .� / ' DATE. 5650 EL=1428.609 (expires 6/30/2018) CITY ENG EER C.E. 5 152 11 Filannma• 1A WfiReaA nWCC\ P-1" nrcin_m\ CTDCCTc\ CTDCCT CUT -7 A--