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HomeMy WebLinkAbout5166-3x — x� x- Z 49 x i o o ® o a o Q. O x- /- I j = j o a x� a) O�i� 20+00.00 POPLAR AVE. - f CONSTRUCTION NOTES J 3 0 J 10+00.00 SANTA ANA AVE. „ Ili a Of Ckf OfW 3 cn Q 0 N I Q O CONSTRUCT 8 CONCRETE CURB AND 18 PEs GUTTER PER 9ET-TA!L ON SHEET ET a Q w ¢ ¢ - Q 0 x -SEE- CITY OF FONTANA STD. NO. 1000 7 -� 3 N 3 Co �° U > oo m . Na Ln O CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006 ~ `r' C o "' Z v v ci-n x� A �- - / x� I SAWCUT AND JOIN O CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 � o,ti,� + z + a x, / /� (1018.03 FL) ' _ 5" AC/5" CA8 M z o w c� Cr w W w w o o EXIST. X GUTTER �> » \ / rn - QO9 CONSTRUCT Willy. %l OVER 12 MIN 959 COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400 1017.95 FL GB t5 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. N0. 1002 or O 12"W 12'W - 12" 12"W - 12'w - 12'w — _ - 12"w t 12"w - 2" -- I 2"w - 17 CONSTRUCT CONCRETE CROSS GUTTER & SPANDREL PER CITY OF FONTANA STD. NO. 403, W=10', R=50' G G -- G G -- - G G G G G a"w 4"w a' _ 1� - 4"w 4"w - - �� 4 w- 4" 140 �� x 90 - x 1�0 ___ x c, 20 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. N0. 1007 4' W 4' W 4' W 4" W - --- 4" W– �- ?,,,51 11 1 11s -- "' S H i INLET TYPE S 6' - - I OF SIGHT 21 s49 CONSTRUCT DOUBLE PARKWAY DRAIN PER SPPWC STD. NO. 151-2, ll, _ 60 I 76 60 76 6� 1018.38 FL so SAWCUT AND REMOVE EXISTING AC PAVING - -- -- --- ----- -�- --- s O --- - s ------ _ UNEP--- ,,------------- -- 9 - ------ ----- - _ s3 REMOVE EXISTING AC BERM _ - A ------ 92 - �6Q� - `� - - - OF SIGHT - 20 2 . - - - 2 - B ------ --------- - - - - - - - B - - - 2 - - - - - - - - - - 63 _T - - - - - - - - - - 76 REMOVE &SALVAGE EXISTING SIGN AND POST (SEE SHEET 4) 20 D ' m _; - ° _ "'� 90 PROTECT IN PLACE (ITEM AS INDICATED ON PLAN) �' 17 N �� 92 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE J N J w N w 3 ✓ J ° N J N N U 5 0o Q o z_''� w w `` LL LL ,w U i w o 92 w w ``m CID `` e° ''' v ~ w C �� 94 TIE -OUT AND RESET EXISTING SURVEY MONUMENT O OD z + U �' O~ N �C Olrj O U O U O O M O N ~ -i F0 L,: O M N � / J m �� I , w o N u- Ki C5 �i 3 �,_ ,.� Iii rn ro N a rn co n Cv 0 n o ►= U J r t40 COLD PLANE EXISTING AC MINIMUM 0.15 DEPTH & AC OVERLAY TO MATCH EXISTING O O O CO Li U �_ CO t0 t! i N In U O N _ L►. Ii L± w NM U p c O p= O' N� rM x � p O st I� to U s O O � v� m o� �o� In LU .-O �O + w r�o' c� -oma -0 o0 +t°`n `ate co�� ' I + I 2�v c� o> 3� �n o o o 00 0 0 (VC m U J Q ^ O O o �O J O + _ �w ? Q� w w rn op o x SC a PAVING LEGEND ALE. 1 Q cO rnN �vpc >3 v~i I o o =40 + rj NN 15 OPLAR AVENUE co inInw N0 M O2 +, N I I ( CTt Of I O AC NEW PAVEMENT u 13+73-6,5 I SANTA ANA AVENUE GRAPHIC SCALE SEE SHEET 4 60 AC PAVEMENT REMOVAL 40 0 40 80 120 �� �� N J lo1z.9�Tc RECORD DRAWINGS N s o o �_ ^ 1009.9L1 IAIV M N 0 o THESE RECORD DRAWINGS HAVE BEEN PREPARED IN PART, ON THE BASIS OF INFORMATION COMPILED AND 140 AC PAVEMENT OVERLAY (IN FEET 1'=40' 10 BURNISHED BY OTHERS. THE ENGINEER WILL NOT BE ** PROTECT ALL EXISTING UTILITIES IN RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH s \ �4 IIF—NHAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT THEREOF. 1, 5 CONCRETE SIDEWALK PLACE UNLESS OTHERWISE NOTED. \ \ 49 S=6.0' INS T,Q LL /Z " I`I/C (SD/ -I 3 � STOF>'/I7 D, �Alti' \ \ \ IQ 1( CD,,V-5TXOC T GUTTSFR //VLET GJ/if/ /'x Z' CA57- /VAI 1012.90 FL CURVE DATA O D R L T A 42'50'00" 45.00' 33.64' 17.65' B 58'40'05" 25.00' 25.60' 14.05' C 89'29'59" 50.00' 78.10' 49.57' 's o _ - - - -- -- C� 0000 N +� �+O ._ -- �.. -- - - _ – -- -- _ _ - M O G9 O O O n- Q- CD ►I) r Ilu — 8M C) 't O� +�= n� - m Q D 6 -- - O M _ - - - - - +. O .- '_ O Q� '- %IJ_ LSY r _ — _ _ - - - - - - - - - - - - d + - - T CENTERLII E - - -- = - - - _4-0 N - - - - - - - - - F - M J O p z -- U' T ^ CID O 00 -- - - - _........ 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X GUTTER �> » \ / rn - QO9 CONSTRUCT Willy. %l OVER 12 MIN 959 COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400 1017.95 FL GB t5 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. N0. 1002 or O 12"W 12'W - 12" 12"W - 12'w - 12'w — _ - 12"w t 12"w - 2" -- I 2"w - 17 CONSTRUCT CONCRETE CROSS GUTTER & SPANDREL PER CITY OF FONTANA STD. NO. 403, W=10', R=50' G G -- G G -- - G G G G G a"w 4"w a' _ 1� - 4"w 4"w - - �� 4 w- 4" 140 �� x 90 - x 1�0 ___ x c, 20 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. N0. 1007 4' W 4' W 4' W 4" W - --- 4" W– �- ?,,,51 11 1 11s -- "' S H i INLET TYPE S 6' - - I OF SIGHT 21 s49 CONSTRUCT DOUBLE PARKWAY DRAIN PER SPPWC STD. NO. 151-2, ll, _ 60 I 76 60 76 6� 1018.38 FL so SAWCUT AND REMOVE EXISTING AC PAVING - -- -- --- ----- -�- --- s O --- - s ------ _ UNEP--- ,,------------- -- 9 - ------ ----- - _ s3 REMOVE EXISTING AC BERM _ - A ------ 92 - �6Q� - `� - - - OF SIGHT - 20 2 . - - - 2 - B ------ --------- - - - - - - - B - - - 2 - - - - - - - - - - 63 _T - - - - - - - - - - 76 REMOVE &SALVAGE EXISTING SIGN AND POST (SEE SHEET 4) 20 D ' m _; - ° _ "'� 90 PROTECT IN PLACE (ITEM AS INDICATED ON PLAN) �' 17 N �� 92 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE J N J w N w 3 ✓ J ° N J N N U 5 0o Q o z_''� w w `` LL LL ,w U i w o 92 w w ``m CID `` e° ''' v ~ w C �� 94 TIE -OUT AND RESET EXISTING SURVEY MONUMENT O OD z + U �' O~ N �C Olrj O U O U O O M O N ~ -i F0 L,: O M N � / J m �� I , w o N u- Ki C5 �i 3 �,_ ,.� Iii rn ro N a rn co n Cv 0 n o ►= U J r t40 COLD PLANE EXISTING AC MINIMUM 0.15 DEPTH & AC OVERLAY TO MATCH EXISTING O O O CO Li U �_ CO t0 t! i N In U O N _ L►. Ii L± w NM U p c O p= O' N� rM x � p O st I� to U s O O � v� m o� �o� In LU .-O �O + w r�o' c� -oma -0 o0 +t°`n `ate co�� ' I + I 2�v c� o> 3� �n o o o 00 0 0 (VC m U J Q ^ O O o �O J O + _ �w ? Q� w w rn op o x SC a PAVING LEGEND ALE. 1 Q cO rnN �vpc >3 v~i I o o =40 + rj NN 15 OPLAR AVENUE co inInw N0 M O2 +, N I I ( CTt Of I O AC NEW PAVEMENT u 13+73-6,5 I SANTA ANA AVENUE GRAPHIC SCALE SEE SHEET 4 60 AC PAVEMENT REMOVAL 40 0 40 80 120 �� �� N J lo1z.9�Tc RECORD DRAWINGS N s o o �_ ^ 1009.9L1 IAIV M N 0 o THESE RECORD DRAWINGS HAVE BEEN PREPARED IN PART, ON THE BASIS OF INFORMATION COMPILED AND 140 AC PAVEMENT OVERLAY (IN FEET 1'=40' 10 BURNISHED BY OTHERS. THE ENGINEER WILL NOT BE ** PROTECT ALL EXISTING UTILITIES IN RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH s \ �4 IIF—NHAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT THEREOF. 1, 5 CONCRETE SIDEWALK PLACE UNLESS OTHERWISE NOTED. \ \ 49 S=6.0' INS T,Q LL /Z " I`I/C (SD/ -I 3 � STOF>'/I7 D, �Alti' \ \ \ IQ 1( CD,,V-5TXOC T GUTTSFR //VLET GJ/if/ /'x Z' CA57- /VAI 1012.90 FL CURVE DATA O D R L T A 42'50'00" 45.00' 33.64' 17.65' B 58'40'05" 25.00' 25.60' 14.05' C 89'29'59" 50.00' 78.10' 49.57' 17 CONCRETE X -GUTTER DETAIL A vv V 1"= 20' BENCH MARK: NO. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA BENCHMARK N0. 289 � O SHOULD CONSTRUCTION OF THE r QROFESSIpN` CITY OF FONTANA, CALIFORNIA NGVD29, ELEVATION=1032.22' REQUIRED IMPROVEMENTS NOT 00 , \CE 1 ' q� 111 37MME.7 pNpROWENEK7 PLAN FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER COMMENCE WITHIN TWO YEARS /�c�,y� 1 CATAWBA AVENUE & SANTA ANA AVENUE o OF THE DATE OF APPROVAL 00 : �Q 90 ZI Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: SHOWN HEREON AND CARRIED �� NO. 33366 �� P.M. NO. 19527 - OAKMONT SANTA ANA WAREHOUSE �w I? 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 MAY M AS SHOWN DIAL TWO WORKING FORTH IN A DILIGENT MANNER, �� : EXPIRATION �� POPLAR AVENUE BASIS OF BEARING: BEFORE DAYS BEF❑RE THE CITY ENGINEER MAY REQUIRE /*'• 6-30-2016 *� DESIGNED BY: DATE: YOU DIG YOU DIG REVISIONS TO THE PLANS TO1 / ULW FROM STA 15+0 00 TO STA 20+00.00 THE BEARINGS SHOWN HEREON ARE BASED ON BRING THEM INTO CONFORMANCE TOLL FREE 1-800-227-2600 11;gTF . ��V�� . ����i APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DAA CHECKED BY: - DWG. NO.: THE CENTERLINE n OF CATAWBA AVENUE BEING A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WITH STANDARDS IN EFFECT. \� OF CNO� r APPROVED BY: 3 NORTH 00' 15 00 EAST PER R.S.B. 79/56. f RECORD 10RAW/NG5 515116 M.HM.��33366 6-30-16 1`014011j M.H.M. 5166 5�1 �L,T 1(o —TCITY VWGINFER R.C.E. 9115 DAT : 4