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HomeMy WebLinkAbout4835-3A RECORD DRA WING I ® I I CONSTRUCT .20' AC OVERLAY { (AVERAGE THICKNESS) 1 34.92' PROP SIDEWALK a- ":: EXIST SIDEWALK —GAS—EXISTING GAS LINE W EXISTING WATER LINE s EXISTING SEWER LINE s0 EXISTING SD LINE 85'27'35" 10.00' 14.92' 9.24' EO N 87'54'52.9 W --- 4.67' --- I 1 1 1 1 - I I I ` I � I I I I I I I ` ; I 1 I I I 1 I I I I I ! I I I ; ( I I ( I I I I ; I , 1 I I { I i e _ u' •" � _ I, w� e I 1 I I t I I A I I I I • I I 1 I I I I 1 1_ I- I- A I 1 I IU Q ~�J n ! 11 I I I p! -U3 (,> I O I O n 1 IFN —�.IIi ���• icewU�- .: - IIIiIt C4'•- a'] CO Cci C, C-1 i OV/—_10,4f1 O b + � ! �3L.-5, 1 31 ✓V 1ja 7.2( ch, - C^5�9 �i + + p i '� W ' i I'I +U C,) 2j. � I 1 i LCLO cis I - 103% �III• •{' �ItIIr��""�'—� —_ 11I 6 RtTUON N I MONO { - I _ ' !I 1 I I I � I � 1 I I ri t i f� '-1.i U 1� �L. �•- ! i p Ate. "----t-"-p p V `^--i--.--T� 1 �---T -t 1--1 I I ' _ - A I . O . N , �• .1 I a.. 1 I I I I I co T ' i I ! I• 1 I♦ ' U � v U! � I � LCY � t(� '•�'• I 1 1 1 N ! 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I I I i I e I I 1 1 I 1 I t I 1 I I I I 0 I t I I I t I I e , - '%_� I I , , I Q I ~ I 1 t I In 1 In I I 0 ' 0 / 1 �r��� PIW 1044.61 I { 5 oa l �.! I o-� ! i I Lr ! u_ -)i I i i+ :�� �( AIA I D I I 1 I 1 1 1 1 I - U �- - eJ2:TjT ( 1 :I.V /..20 �_ I I �;r--+� ems...� _ - - �1 co � 1 ED(- ca , - O � � valu R I ; I I' ✓} p O d A . Lf� . I t A n I I 1 0 I II I I i LEGEND RECORD DRA WING CONSTRUCT NEW AC PAVEMENT ® REMOVE EX/ST/NG AC PAVEMENT TANGENT CONSTRUCT .20' AC OVERLAY 89'5222 " (AVERAGE THICKNESS) 54.90' 34.92' PROP SIDEWALK a- ":: EXIST SIDEWALK —GAS—EXISTING GAS LINE W EXISTING WATER LINE s EXISTING SEWER LINE s0 EXISTING SD LINE CNI Go 1:�:� I �► I I I I®'I I { I I I I I I I I I G I I I I I I 1 I I I I I II ; I , ; •�-- - Lam— ! I ' {�� _ I I 1 1Air,I ! � �,} � I lL� ': �`! (Q 1 ��,J ^ I a �� - I r -t}— - - � �I - 1 i I I- - I I d- . I LJ 1 I I I I 1 I I 1 I 1 I I - , I e I I I I 1 I I 1 I 1 1 I I 1! p��I p I �f Q ; 1 I I I I I I I E/� /ST/N TC 22 I O I J I ,W^ .� h 4I + _� 1�1� I 1 I 1 I I 1 I I I I I 1 I I I I I I I I I I 1 I t I 1 I A I I 1 I 1 t 1 I 1 I L^ Q I I 1 ! ! A I 1 ! I I I I { I I I ! 1 ! 1 A I 1 I / --x'711° pA-AGry�� 71 1 90' e PROPOSED I T� t I , I A 11 EAST- ---- i! 1 I 1 1 I 1 I 1 1 1 e 99 100 101 HOZ 103 X04 105 106 X07 BASIS OF BEARING CENTERLINE OF SLOVER AVENUE BETWEEN SAN BERNARDINO CO. SURV.. GPS CONTROL UONUMENT NOS 21158 & 21219, BEING THE INTERSECTION OF CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING: N8930'14'"E. BENCHMARK BENCHMARK NO. 291 ELEV. 1047.36 RXR SP/KE /N PP J586962H N/E COR. SANTA ANA & OLEANDER ti it - --- - ----IVA --- /� ::�>•/<TJ�7�.I�d.7i=i�Ql�` 7n�.P./•6i=IC:'�f��I>!!7��1�lfi►l.i t7171f/��YlR7A/� AME man ED JIM, 4 I �� I IV alo Im I� � r I o v of � -_Z) of I � ofo 'I RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. o / ill Ift m DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TUI1 FREE022 —800-27-2600 37 ro— - - c� / n O o O n 02,59- 23 RECORD DRA WING BEAR/NG/DELTA RADIUS LENGTH TANGENT AO 89'5222 " 35.00' 54.90' 34.92' © 90'05108" 35.00' 55.03' 2 2 A PUBLIC SERVICE BY UNDERGRI13l1ND SERVICE ALERT 37 ro— - - c� / n O o O n 02,59- 23 DATA/BEARING RECORD DRA WING BEAR/NG/DELTA RADIUS LENGTH TANGENT AO 89'5222 " 35.00' 54.90' 34.92' © 90'05108" 35.00' 55.03' 35.05' © N 02'27'17" W --- 146.94. --- DO 85'27'35" 10.00' 14.92' 9.24' EO N 87'54'52.9 W --- 4.67' --- REMSION DESCRIPTION DATA/BEARING O BEAR/NG/DELTA RADIUS LENGTH TANGENT AO 89'5222 " 35.00' 54.90' 34.92' © 90'05108" 35.00' 55.03' 35.05' © N 02'27'17" W --- 146.94. --- DO 85'27'35" 10.00' 14.92' 9.24' EO N 87'54'52.9 W --- 4.67' --- 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 STANDARDS IN EFFECT. ! I PROFILESCALE: HOR/Z I"==40' VER T.•"-4' CONSTRUCTIONNOTES 01 CONSTRUCT 4 1/2" AC ODER 12" 957. COMPACTED NATIVE (12` MINIMUM) 20 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN. N0, 1000 O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003 40 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN N0. 1006 (W—SJ 50 REMOTE EX/ST/NG AC PAS/NG. 06 CONSTRUCT .20' AC OVERLAY ON EX/ST/NG STREET SURFACE. (AVERAGE THICKNESS) 09 REMOTE EX/ST/NG BALLARD/GUARD POST QO INSTALL STREET LIGHT PER CITY OF FONTANA STD. PLAN N0. 404 1Q RELOCATE EX/ST/NG FENCE TO RIGHT OF WAY O2 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD, PLAN N0. 3003 Q CONSTRUCT RES/DENT/AL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN N0. 1002 (WIDTH CT TO CHANGE BASED ON IX/S NG FIELD COND/AO�aANO/OR OWNER AND CITY INSY WIDTH AND LOCATION IS PECTOR ON CTOR RECOMMENDAT/ON 04 REMOVE IX/ST/NG TREE Q RELOCATE EX/ST/NG MAILBOX EX/STING TRAFFIC SIGN. SEE SIGN/NG AND STRIPING PLAN RELOCATE EX/SANG POWER POLES BY OTHERS RELOCATE EX/ST/NG F/RE HYDRANT BY OTHERS (FONTANA WATER COMPANY) Q RELOCATE EXIST/NG WATER METER TO PROPERLY LINE BY OTHERS (FONTANA WATER COMPANY) Q REMOVE AS NEEDED EX/SANG /RR/GAT/ON P/PE TO PROPERTY LINE RECOME IX/ST CURB AND GUTTER 40' 0 40' 80' 120' I m___ !Tn SCALE /N FEET QFESS/ Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA QFC 0 ��° u• Mo q��, STREET IMPROVEMENT PLAN �v �o z DRAWN BY: OLEANDER AVENUECD 4: SCALE: No. 40964 'm'' KNT/SN PLAN &PROFILE AS SHOWN DESIGNED BY: DATE: J, *KNT/SN STA 100+00 —�TA 107+00.00 3/17/10 C \_ �Q'F.1 /41/D q IVI � � Date / CHECKED BY: AP ROVED DRAWING NO.: TF OF CAI-�FDATEI •/8•�% 3 FEJPE U. MOUNOS R.C.E. 40964 SN CITY ENGINEER R.C.E. 51152 4835 9 SI\DESIGN SECTION\CIP IMPROVEMENTS\OLEANDER - SANTA ANA TO SL❑VER\AS BUILTS\SHEET 3.dwg Jan 18, 11 - 3116pM