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Home My WebLink About5166-4N 10 60 w 63 140 _ R L T I� u l 73 78.10' 49.57' CnD / � 45.00' If) 04 r Jr Cq [4C'4 •04 rn 17 r7 O g ,•• I - J L L 1 - L 20+00.00 POPLAR ANE.= �o 6 10+00.00 SANTA ANA AVE. \C' I 0 Cl C-4 �CD / C \ io O.BBX 10 (60 9 C> �o I � o _ I 3 3 _ �5� I _ A HEREON , ``' � o + CD I SEE DETAIL \ / � M 0 ± a I W � "' a m C7 +CO PAVENUE �� I O v N SEE SHEET 3 p O J 0 CONSTRUCTION NOTES O CONSTRUCT 8" CONCRETE CURB AND 18" PERVIOUS GUTTER PER DETAIL ON SHEET 2, SEE CITY OF FONTANA STD. NO. 1000 FOR NOTES 05 CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 IA 5" C 5" CA CONSTRUCT . ' OVER 12" MIN 957. COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002 17 CONSTRUCT CONCRETE CROSS GUTTER & SPANDREL PER CITY OF FONTANA STD. NO. 403, W=10'1 R=50' 3o REMOVE EXISTING WATER METER BOX AND CAP SERVICE LATERAL PER FONTANA WATER COMPANY REQUIREMENTS 6o SAWCUT AND REMOVE EXISTING AC PAVING s1 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER s2 SAWCUT AND REMOVE EXISTING PCC SIDEWALK ,. RECORD DRAWINGS s3 REMOVE EXISTING AC BERM THESE RECORD DRAWINGS HAVE BEEN PREPARED IN s6 REMOVE OR SALVAGE EXISTING TREE, LANDSCAPE AND IRRIGATION (COORDINATE WITH LANDSCAPE ARCHITECT) PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 67 REMOVE EXISTING STREET LIGHT , RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIG HAVE BEEN INCORPORATED INTO THESE DOCUMENTS 73 REMOVE EXISTING FENCE AS A RESULT THEREOF. EXISTING OVERHEAD POWER LINES TO BE UNDERGRO DE m CD m O O 00 O C7 N -7 m^ N + O O .14 m C9 p0 N 00 CD N N + N O O _ m .D.D C O m CD O O CR C> ui + N � N v m 01 p N O N + ^ O — _ — 14 15 16 17 3 N Q a 04 C.9 m o ^ o `�! po N i `� v - _ - - - EXI T. NIS ED SURFACE T �-. U p c9 t) g p o o N O + N O i p '- _ - _ - - J - AT CENtER NE C O p N N - 0 m 00 00 1�6 O m O O + p O O N O C:> N i j - O C D L� O C 9 O + 0) + O - - - LJJ U J � L)- 00_0 o 00 :� _ - - EXIST. FMN ED IFACE m U a; 00 CD It OSI p �� P5 M CD W fl, N NO O) 0) O N 8.1 R E NEW -m - I= 3011-mmnur m l"Em �mmom 12 im U W J W N X W 13 13 10 60 w 63 140 _ R L T I� u l 73 78.10' 49.57' CnD / � 45.00' If) 04 r Jr Cq [4C'4 •04 rn 17 r7 O g ,•• I - J L L 1 - L 20+00.00 POPLAR ANE.= �o 6 10+00.00 SANTA ANA AVE. \C' I 0 Cl C-4 �CD / C 8.1 R E NEW -m - I= 3011-mmnur m l"Em �mmom 12 im U W J W N X W 13 13 c Lnn X X j SANTA ANA AVENUE ---------------------------------------- ---------------- 0 60 w 63 140 _ R L T 140 u l 73 78.10' 49.57' CnD / � 45.00' If) 04 r Cq [4C'4 •04 rn 17 r7 io g ,•• - J L L 1 - L �o 6 0 Cl C-4 �CD / C \ io O.BBX 10 (60 9 C> �o I � o _ I 3 3 _ �5� I _ A HEREON , ``' � o + CD I SEE DETAIL \ / � M 0 ± a I W � "' a +CO PAVENUE �� I I LOPLAR SEE SHEET 3 CONSTRUCTION NOTES O CONSTRUCT 8" CONCRETE CURB AND 18" PERVIOUS GUTTER PER DETAIL ON SHEET 2, SEE CITY OF FONTANA STD. NO. 1000 FOR NOTES 05 CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 IA 5" C 5" CA CONSTRUCT . ' OVER 12" MIN 957. COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002 17 CONSTRUCT CONCRETE CROSS GUTTER & SPANDREL PER CITY OF FONTANA STD. NO. 403, W=10'1 R=50' 3o REMOVE EXISTING WATER METER BOX AND CAP SERVICE LATERAL PER FONTANA WATER COMPANY REQUIREMENTS 6o SAWCUT AND REMOVE EXISTING AC PAVING s1 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER s2 SAWCUT AND REMOVE EXISTING PCC SIDEWALK ,. RECORD DRAWINGS s3 REMOVE EXISTING AC BERM THESE RECORD DRAWINGS HAVE BEEN PREPARED IN s6 REMOVE OR SALVAGE EXISTING TREE, LANDSCAPE AND IRRIGATION (COORDINATE WITH LANDSCAPE ARCHITECT) PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 67 REMOVE EXISTING STREET LIGHT , RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIG HAVE BEEN INCORPORATED INTO THESE DOCUMENTS 73 REMOVE EXISTING FENCE AS A RESULT THEREOF. EXISTING OVERHEAD POWER LINES TO BE UNDERGRO DE 14 15 16 17 3 N Q a 04 C.9 c Lnn X X j SANTA ANA AVENUE ---------------------------------------- ---------------- 67 y " x 73 N �n 60 J (5) N `n o +� CO � I 1018.70 TC 1018.03 FL 1017.70 FL 0" CF 1017.56 FL 0" CF 1018.02 TC 1017.35 FI_ �y 1018.53 FS 1018.39 FS DETAIL A SCALE 1"=20' imia■ • • I ■■■� :: � . No 18 v Q z O 19 0 60 w 63 140 _ R L T 140 u l 73 78.10' 49.57' CnD / � 45.00' If) 04 r Cq [4C'4 •04 rn 17 r7 io 2 ,•• - J L L 1 - L 6 / C \ io 10 (60 9 I S N I 3 3 _ �5� I u N A HEREON , ``' � o + CD I SEE DETAIL \ / � M 0 ± a I W � "' a +CO PAVENUE �� I I LOPLAR SEE SHEET 3 CONSTRUCTION NOTES O CONSTRUCT 8" CONCRETE CURB AND 18" PERVIOUS GUTTER PER DETAIL ON SHEET 2, SEE CITY OF FONTANA STD. NO. 1000 FOR NOTES 05 CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 IA 5" C 5" CA CONSTRUCT . ' OVER 12" MIN 957. COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002 17 CONSTRUCT CONCRETE CROSS GUTTER & SPANDREL PER CITY OF FONTANA STD. NO. 403, W=10'1 R=50' 3o REMOVE EXISTING WATER METER BOX AND CAP SERVICE LATERAL PER FONTANA WATER COMPANY REQUIREMENTS 6o SAWCUT AND REMOVE EXISTING AC PAVING s1 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER s2 SAWCUT AND REMOVE EXISTING PCC SIDEWALK ,. RECORD DRAWINGS s3 REMOVE EXISTING AC BERM THESE RECORD DRAWINGS HAVE BEEN PREPARED IN s6 REMOVE OR SALVAGE EXISTING TREE, LANDSCAPE AND IRRIGATION (COORDINATE WITH LANDSCAPE ARCHITECT) PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 67 REMOVE EXISTING STREET LIGHT , RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIG HAVE BEEN INCORPORATED INTO THESE DOCUMENTS 73 REMOVE EXISTING FENCE AS A RESULT THEREOF. EXISTING OVERHEAD POWER LINES TO BE UNDERGRO DE 67 y " x 73 N �n 60 J (5) N `n o +� CO � I 1018.70 TC 1018.03 FL 1017.70 FL 0" CF 1017.56 FL 0" CF 1018.02 TC 1017.35 FI_ �y 1018.53 FS 1018.39 FS DETAIL A SCALE 1"=20' imia■ • • I ■■■� :: � . No 18 v Q z O 19 CURVE DATA 0 'L R L T C 89'29'59" 50.00' 78.10' 49.57' CnD 41'53'18" 45.00' If) 04 Cq [4C'4 •04 rn • - ••- - ,•• CURVE DATA 0 'L R L T C 89'29'59" 50.00' 78.10' 49.57' D 41'53'18" 45.00' 32.90' 17.22' Iw,�m mm=m 20 �1 Q O � 0) �y N N J_ Q U Z 'If — — PAVING LEGEND 1-20 21- 09 AC NEW PAVEMENT 140 M _ 60 AC PAVEMENT REMOVAL — — — — - 140 AC PAVEMENT OVERLAY EXIST. CURB N N p & GU TTER Cj N ^ ^ I ^ o 5 CONCRETE SIDEWALK N 9 O Op 0 +NN JU m O CD Li � O I N r Of C> 3 rn N Z 17 CONCRETE X -GUTTER N i' -d - _j rn O CCD + � rn _j II U w (15) &*-*, E2 A 0UIf%l Cf` A 1 C 120 ** PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED. r * NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO 92 UN D AND POLES REMOVED BY SCE (IN FEET) CONSTRUCTION. s4 TIE -OUT AND RESET EXISTING SURVEY MONUMENT 1 "=40' BENCH MARK: NO. REVISION DESCRIPTION DATE ENGR. CITY DATE __ CITY OF FONTANA BENCHMARK N0. 289 � O SHOULD CONSTRUCTION OF THE � "ROFESSIpN�\ HUI I I� CITY OF FONTANA, CALIFORNIA NGVD29, ELEVATION= 1032.22' REQUIRED IMPROVEMENTS NOT o k, e�GE H. 41 q� F 37RFECE7 UG�i1PHOO MC�Cn�t]CEH7 PL AH FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER COMMENCE WITHIN TWO YEARS 00 4: , J� 6, • yc 1 CATAWBA AVENUE & SANTA ANA AVENUE o OF THE DATE OF APPROVAL /��; ��NO. 333669 �+� Huitt-Zollars, Inc. Ontario DRAWN BY: P.M. NO. 19527 - OAKMONT SANTA ANA WAREHOUSE SCALE: SHOWN HEREON AND CARRIED 111,2 m� 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 MAY M AS SHOWN DIAL TWO WORKING FORTH IN A DILIGENT MANNER, I� : EXPIRATION ; �/ BASIS OF BEARING: BEFORE DAYS BEFORE #�*•. :*�� SANTA ANA AVENUE THE CITY ENGINEER MAY REQUIRE 6-30-2016 DESIGNED BY: DATE: YOU DIG YOU DIG REVISIONS TO THE PLANS TO 1 / DLW FROM STA 10*00.00 TO STA 20+00.00 THE BEARINGS SHOWN HEREON ARE BASED ON 1 J'� •. C1V1� �Q 10 APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE THE CENTERLINE OF CATAWBA AVENUE BEING TOLL FREE 1-800-227-2600 BRING THEM INTO CONFORMANCE 1�9T�. ,.. O��r CHECKED BY: APPROVED B DWG. NO.: 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WITH STANDARDS IN EFFECT. \� OF CAS ., �� r NORTH 00' 15' 00" EAST PER R.S.B. 79/56. 33366 6-30-16 M.H.M. • 5166 !Q RECORD DRAW/NGS CITY ENGINE R R. .E. 51 152 DATE: 4