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HomeMy WebLinkAbout4835-8FWZA P 1 e 1 I I 1 1 o { 0 1 1 1 1 1 1 I 1 1 1 ! 1 i I I I I 1 1 1 1 i I I I I I I I I I i I i I I I s 0 CONSTRUCT NEW AC PAVEMENT RADIUS REMOTE EXISANG AC PAVEMENT I CONSTRUCT .20' AC OVERLAY �}` (AVERA 6E THICKNESS) 250.31' I ► { I ; I I '" I o 6� 0� I I A IXIST/NG SD UNE 89'52 22" 35.00' 54.90' 34.92' ��� N 8715'59 E 1 I 307.08' 1 ONO ' — -- I — I I 1 I I �iQ�VcS�ILf— WEST TB I i I I o I I I 1 I 1 I m � ON 4v 1 I' I ! 1 ��! 1j ��� 0 O --It I I � � ul I _ A Y 120 ' A I t I l l I- I i I- 1 PA 1 �—EA I F 1 1 I Y e I 1 i I A 1 1 LEGEND 0 CONSTRUCT NEW AC PAVEMENT RADIUS REMOTE EXISANG AC PAVEMENT NMI CONSTRUCT .20' AC OVERLAY N 3'12'56 W (AVERA 6E THICKNESS) 250.31' --- PROP SIDEWALK N 2'34 26" E IXIST SIDEWALK —GAS— EXISANG GAS LINE '" EXISANG WATER LINE S EXIST/NG SEWER UNE —so— IXIST/NG SD UNE BASIS OF BEARING CEN TERLINE OF SL0VER AVENUE BETWEEN SAN BERNARD/NO CO. SURV GPS CONTROL MONUMENT NO'S. 21158 & 21219, BE/NG THE INTFRSECTTON OF CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING: N89'30'14 "E. BENCHMARK BENCHMARK NO. 291 ELEV. 1047.36 RXR SP/KE /N PP J586962H N/E COR. SANTA ANA & OLEANDER EXrsT R/W I 1 1 1 1 1 1 1 i 0 1— v 1 I I _ LAI Q0 I I I I I j I I A I l l i l I I 1 1 I 1 1 1 1 1 I f I I { /TTy,,AlAI I ISI II)It' '�Vt I I I I e I I I I ; I I �0 i'— / W Z 0- 10 ! /+ I 00 ! VC �Q , 9— I o I 1 IP/=11043.,6 26 G r-1-0.26 i I \ I ► I I 1 I I _ I I ! ! I I I I t o j I 1 ; I� — A C` � I v� 1 I ! ! 1 A 1 ° r I t I 1 1 t 1 .� �ITI�N l � PORTl,O I— t- I- I � I I I I I I 1 I ( ; ; I I 1 � 1 I I , I I I I I �• V I ; I I I I ; I Vi I t �/ I I { I _ � I I I I t 1 I I I ! S EXJTING Fl I ISHED I I 1 I I I I L5 �v I I I I 1 //�� 1 1 1 1 1 1 1 1 1 S{,/RFAC l�Y C L ' ! ( ! I I i/ I 1 ; I I ! ! I I I I I I I Q I I I[^ I O e C B RET R � I I I I e I I I � 1 � I i I O '_] � I I i i ! 1 I i Q •� I I I � I I 1 I I I I r I I 1 I (/� - ' n6'9 I I ' ST TB rL—tom--- �-�; •—I i�T^ '—�±� + , � � j j i ��i 1 o I I I I I I t I ���� I o I I TA —O 71 I I I I I 1 1 I I I I I � ' I I I I I � I I ( I � I I ' I I 1 I I I ! I I I I I I I I ! I { I I I I I 1 I I I I I I I I I 1 t t i I 1 ! t I I 1 1 1 i i i I i i I I I I e I I I 1 t I 1 I I I I 1 1 1 I 0 mm RADIUS LENGTH NMI AO N 3'12'56 W --- 250.31' --- © N 2'34 26" E --- 200.26 -- --- 90 '07 a8 90'07'38 35.00' 55.06' 35.08' DO 89'52 22" 35.00' 54.90' 34.92' EO N 8715'59 E --- 307.08' --- I I A I I I 1 I I 0 A Y 1 I 1 1 I 1 I I 1 I I I I 1 I 1 A 41 I 1 I I I i I I I 1 I I I 1 I i I I I 1 I .� �ITI�N l � PORTl,O I— t- I- I � I I I I I I 1 I ( ; ; I I 1 � 1 I I , I I I I I �• V I ; I I I I ; I Vi I t �/ I I { I _ � I I I I t 1 I I I ! S EXJTING Fl I ISHED I I 1 I I I I L5 �v I I I I 1 //�� 1 1 1 1 1 1 1 1 1 S{,/RFAC l�Y C L ' ! ( ! I I i/ I 1 ; I I ! ! I I I I I I I Q I I I[^ I O e C B RET R � I I I I e I I I � 1 � I i I O '_] � I I i i ! 1 I i Q •� I I I � I I 1 I I I I r I I 1 I (/� - ' n6'9 I I ' ST TB rL—tom--- �-�; •—I i�T^ '—�±� + , � � j j i ��i 1 o I I I I I I t I ���� I o I I TA —O 71 I I I I I 1 1 I I I I I � ' I I I I I � I I ( I � I I ' I I 1 I I I ! I I I I I I I I ! I { I I I I I 1 I I I I I I I I I 1 t t i I 1 ! t I I 1 1 1 i i i I i i I I I I e I I I 1 t I 1 I I I I 1 1 1 I 99 X00 B o SANTA ANA A VENUE =�Q sEE sHEFr 7 �Q �N W SEE SHEET 7 SANTA ANA A VENUE OLEA/VDERA VENUE z� TOLL FREE '"Nmwl-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 53 54 1 1 1 1 1 1 I 55 I 1 I i I 1 1 1 I 1 i 1 I 1 1 4r] 1 I 1 I A e 1 Y 1 1 I I I i e e / I I I t t 1 1 I I I I it i I A _ 1 1 1 I 1 1 ! 1 I I e P 1 ; 1 I 1 A I i I I I 1 PROFILESCALE: HORIZ VERT 1"=4' Tree 0255-021-17 0 O PROP R/W CONSTRUCTIONNOTES O 1 CONSTRUCT 4 112 " AC OVER 12" 95Z COMPACTED NATIVE Mw ' A w �" w 30 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003 PROP R/W 5STING AC PAVING. � _ 0 REMOVE EXl — — 54 — — 55 — — 56 — (2) CONSTRUCT 8" ASPHALT CONCRETE DIKE PER C/TY OF FONTANA STD. PLAN NO. 1007 8 CONSTRUCT ASPHALT DRIVEWAY (WIDTH PER PLAN ;-too Cid /ST EP Q ( ) QO INSTALL STREET LIGHT PER CITY OF FONTANA STD. PLAN NO. 404 LQ L- PROP EP I ®REMOVE EX/STING TREE 1 Trees I I� Z Q EX/ST R/W I\W �I�z ole o sol o z 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. 0 mm RADIUS LENGTH NMI AO N 3'12'56 W --- 250.31' --- © N 2'34 26" E --- 200.26 -- --- 90 '07 a8 90'07'38 35.00' 55.06' 35.08' DO 89'52 22" 35.00' 54.90' 34.92' EO N 8715'59 E --- 307.08' --- I I A I I I 1 I I 99 X00 B o SANTA ANA A VENUE =�Q sEE sHEFr 7 �Q �N W SEE SHEET 7 SANTA ANA A VENUE OLEA/VDERA VENUE z� TOLL FREE '"Nmwl-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 53 54 1 1 1 1 1 1 I 55 I 1 I i I 1 1 1 I 1 i 1 I 1 1 4r] 1 I 1 I A e 1 Y 1 1 I I I i e e / I I I t t 1 1 I I I I it i I A _ 1 1 1 I 1 1 ! 1 I I e P 1 ; 1 I 1 A I i I I I 1 PROFILESCALE: HORIZ VERT 1"=4' Tree 0255-021-17 0 O PROP R/W CONSTRUCTIONNOTES O 1 CONSTRUCT 4 112 " AC OVER 12" 95Z COMPACTED NATIVE Mw ' A w �" w 30 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003 PROP R/W 5STING AC PAVING. � _ 0 REMOVE EXl — — 54 — — 55 — — 56 — (2) CONSTRUCT 8" ASPHALT CONCRETE DIKE PER C/TY OF FONTANA STD. PLAN NO. 1007 8 CONSTRUCT ASPHALT DRIVEWAY (WIDTH PER PLAN ;-too Cid /ST EP Q ( ) QO INSTALL STREET LIGHT PER CITY OF FONTANA STD. PLAN NO. 404 LQ L- PROP EP I ®REMOVE EX/STING TREE 1 Trees I I� Z Q EX/ST R/W I\W �I�z ole o sol o z 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. SANTA ANA A VENUE 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. DATA/BEAR/NG 0 mm RADIUS LENGTH NMI AO N 3'12'56 W --- 250.31' --- © N 2'34 26" E --- 200.26 -- --- 90 '07 a8 90'07'38 35.00' 55.06' 35.08' DO 89'52 22" 35.00' 54.90' 34.92' EO N 8715'59 E --- 307.08' --- SANTA ANA A VENUE 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. DATA/BEAR/NG 0 BEARING/DELTA RADIUS LENGTH TANGENT AO N 3'12'56 W --- 250.31' --- © N 2'34 26" E --- 200.26 -- --- 90 '07 a8 90'07'38 35.00' 55.06' 35.08' DO 89'52 22" 35.00' 54.90' 34.92' EO N 8715'59 E --- 307.08' --- 40' 0 40' 80' 120' SCALE IN FEET pFESS/ Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA QR ON v• Mo q�� STREET IMPROVEMENT PLAN DRAWN BY: OLEANDER AVENUE SCALE: (D � rn KNT/SN AS SHOWN LU No. 40964 m DESIGNED BY: PLAN &PROFILE DATE: (�" KNT/SN A 123 00.0 – 126+40.30 3/17/10 CML ��P ate :3 �� 0- CHECKED BY: A P ED BY I DRAWING NO.: F OF CA1-�F�r.%� DATL�.� FEUPE U. MOUNOS R.C.E. 40964 SN CITY ENGINEER R.C.E. 51152 4835 g SI\DESIGN SECTI❑N\CIP IMPR❑VEMENTS\❑LEANDER -SANTA ANA T❑ SL❑VER\AS BUILTS\SHEET 8Ydwg Jan 18, 11 - 3123pr+�