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HomeMy WebLinkAbout3082-5SEE TR. 16074 ON-SITE CT TkApRf1VFIAFNT PI ANC V) U V) O) W �+ UWU NU. Z9U1 = } 13 I J6 TRACT ] 5232 'a�w o w wJ6 a ? ~ _ W VOLANTE DR. m o o w6 TRACT ] 6232 o w6 af I Z p O 3 , F H w 8' I, �p W J O --I Q TRACT ] 507d w I 0 Ln f— F— 3 Q O) N Q p - � N °pI m Q _CL LOT 385 w z . w rn w o o X 40' 0' o + ci n a w 0 x w 3-1 o I 70 �' w o N 69 0 Z O O Z v Zo m y 68 °r° w _ N I + M c� 3 67 66 0 65 0 64 w 63 0 3 62 61 O I tL < V) rn o + C) II + 1 28' 28' 1 ' W NCL W O N 7.� p N( 3 N Wa Ill- W F— � F— I N N Qf w w rn 49.33 3 49.0 I SEE S HT. 3 O F �, " V) U) V) 0 X X X ATCHLINE o TRACT 16074 IMPROVEMENTS X X X X X o w I w w w a — W w + 6� B 0+76.00 ECR _ _ _ _ _ _ 0 J — — — — — — — �. o Su'. — SIGHT DISTANCE (TYP) — —7 — — — — — — — o W 0 LOT G I t L T F �� 4 `�?� �L + O — — — — — — — — 282.1 — 695.33' LOT E Lo > c 1Lu + - __ W _ Q W Q PP. » PP a 2 _ 4 2 FL _ . ---- — . _r , -_Y�L W W i - r — - --- — _ 20 FESS/ _ l Q O Cj)W _ WC F 14 30 31=k— . —f— ot _j_ 32 NB9'04'OO»E 3 34 35 M 36 M = ��' `I►� y Vi20 _ - aW- -- — — -- -- — Ucm I N _63494 W - — _ _ _ „ J _ - 1 E iST. WATER VALVES — — — — — — M Exp �'30,� = W CIVIL `o MATCH EXIST. 'n V q H_ IFOF CAL�FpQ� { x z Ln EXIST. 18" RCP P o 40' 20' 0' 40' 80' GRAPHIC SCALE: 1 " = 40' EX 4' MED. ROW 12' 41' VARIES VARIES 12' 9.5'-11 .0: 26'-27.5' I D. R E I VAS S x w FO _ ROP. F.S. w ?-per ROP. 8" MEDIAN CURB PROP. F.S. CONST. VARIABLE WIDTH A.C. LIFT SECTION B -B NTS O 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT JURUPA AVENUE LEGEND PAVEMENT LAP JOINT SEE DETAIL ON SHEET 2 DPROPOSED A.C. PAVEMENT /// /// /7/ EXISTING EDGE OF PAVEMENT DWG. #1767 RECORD DR Ib (SOMR0 (mm — I CONSTRUCTION NOTES CONSTRUCTION NOTES CONT, CURB DATA CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. 12 DELTA BRG RADIUS LENGTH TANGENT REMARK 1 0 90°00'00" 35.00' 54.98' 35.00' CURB RETURN 2 0 90000'00" 35.00' 54.98' 35.00' " 3 0 11 15'25" 306.75 60.27 30.23' ' 4 11°18'54" 308.20 60.86' 30.53' " 5 180000'00" 2.00 6.28 ---- ' 6 N86012'15"E -- 355.11' -- E.O.P. LEGEND PAVEMENT LAP JOINT SEE DETAIL ON SHEET 2 DPROPOSED A.C. PAVEMENT /// /// /7/ EXISTING EDGE OF PAVEMENT DWG. #1767 RECORD DR Ib (SOMR0 (mm — I CONSTRUCTION NOTES CONSTRUCTION NOTES CONT, 0 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. 12 RELOCATE FIRE HYDRANT PER TR. 16074 WATER PLANS (SEE GENERAL NOTES 31 AND 32) 13 RELOCATE AIR RELEASE VALVE PER W. S.B. C.W.D. STA. W-6 O2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 14 ADJUST M.H. COVER TO GRADE PER CITY OF FONTANA STD. 109 O CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 O4 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. N0. 1006 17 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 1003 O6 EXISTING POWER LINES TO BE PLACED UNDERGROUND 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (t.17) O7 PROTECT IN PLACE 21 REMOVE EXISTING MEDIAN CURB O CONSTRUCT LAP JOINT PER DETAIL ON SHT. 2 Lo 0 (V O O c� 3 0 0 V) r co T W In Q IL w Ln w w O / 0 to �I af w w REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION U) BENCH MARK: BASIS OF BEARINGS: D CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA 1 RECORD DRAWING R THE BEARINGS HEREON ARE Q%OVlsS10N� O L = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO l STREET IMPROVEMENT PLANS FOR o OF JUR�PA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN ��������� j�l` `��,19 27555 TRACT 16074 -OFFSITE PHASE 1 00 AS NORTH 89'03'21" EAST SON AND CARRIED FORTH IN A = a �y i TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: o CHISELED BOX IN �, A JURUPA AVENUE AS SHOWN EASTERLY TOP CURB, PER PARCEL MAP N0. DILIGENT MANNER, THE CITY ENGINEER d N0.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com RJB RLS , 12195, P.M.B.158/28-40; Exp. 3/31/04 FROM 345 WEST OF VOLANTE TO JOB NUMBER TAMARIND AVE.; 60' FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO �` '� DESIGNED BY: % SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD .rf ����� �� PREPARED DER THE ERVISION OF: 658 E T OF VOLANTE 1)�1�187 Q 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH 7jf E���4 MC P Y: DRAWING N0. Q 0'00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. °F CACI DATE: Z-.2 CHECKED BY �• Zy•Ot- 5 CL 89'04'00" EAST. MICHAEL A. MAN RCE N0. 43090 EXP. 3-31-04 MAT_e�ITY�_ENGINEEO-R.C.E. 51152 DATE: 3082 10 /