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HomeMy WebLinkAbout4032-210860 I 5D-REVM2 i (STING 1- -B OC-IOW LL- -LT TI REMA N — 5 0 00 LF R W — _z .0 c� 1 -F- �— PO - R-51-DEWR -K M N O IT ICA LY_ �0 �O .01-L- 4: O-L-F-R W - Q WITH OP F O - O EN 1 IN -B -O K AL-L L 147 — 1 3001 I I FO DRAIN, GE 13 00 ? o�- U m z OI �D Q I C5 G 00- I L PROPOSED G 1-D E-OV�E— FI IS I ED I I I p �-}-- 0 `17— lei I •�D' ( 5 0. 04 I O TI 0 G JRAINJ SU�F CE I ' I: ' �' ; • �, ►. + +_ s _ _ o I l J 1295 I+1295 —� — - -G .O. J�-I-N .N —�— NVERT FD(I- I TING >O >O R 3 >O INVE T I F CB O �+�� o� O o m N )RAIN D IN IN ER O o� +�� - _ - L ' REMOVE REPLACE EXISTING • d: BOX CONSTRUCTION WITH 8'xG' BOX NOTE PER 8 Nd- 1� I t I PROFILE SCALE 1 "=20' HORIZ. 7I "= 2' VERT. F 0+00 0+50 1+00 I I I I IFF 1+50 2+00 II I II I I I III I I 18+71.71 I EXIST MAILBOX ° . ° u d d ° a a o° :d REMOVE REPLACE EXISTING o ° ° r I ° ` ° o' ° a I I �I I I I I I BOX WITH 8'x6' BOX PER v G a CONSTRUCTION NOTE® I o a . dd a A 4 e : _ a•° .. ° d o ° Q °. . a II I II I I ° a 1 .o I� ° d ° d 44 ° / EXIST S PP 4503926E E IST F.H.J II I p I II III I II I I W ° ° a d ° \ ° a , ° a / d' / �^ - -- EXIST WATERCAP 2 I I i,' J, i II i, /, i II II APN 0246-0 / — I I J 14 i i GONZALO ORTIZ 18+32.45 I I 97.1 TC 9 �� p ° ° a ° 4 e o� ° °; ° °° a 9 Q' d• -d. 1'2' ° a ° a ° q ; v a ; a co a 15 u I I � .4 a 4 a ... - ... - ° O cn W w 1 •° 3 5, '� ° . G ��� w w 18, 30' w w w ° Q •° 4.-- APN 0246-031-13 ° a 1 . ° (PAD 98.4) (FF 98.9)Ik� 3 `�e �IVY STREET —4VY CTR EET - ° , 3; d �� ° 88 q� d a ° e 4"-G" PCC CURB �. (, 4 (TO RETAIN 501Q _I. 9 N �- 3_ — EXISTING 0� ,�, r `9� �x `°� \Q -- 15 (j A/ 3 `� c% ��` k0� ��Gl v 2 Av S 18 30 S S S EXISTING 8" WATER �� PER SEP PLAN EXISTING 8 EWER (9S S3T Z 86F� J OCG EXTENDED 5 62�N� �� FOOTING 8 �c 013 2 95 9.5 97.G7F�G5 9. `g� �3F�-1 �'` , 5 8 5' - � X96• �"� �� � .. .• a , PER DWG. .. NC. 4031 r . , __ x� ` �� 9G. 71 TC a - a— `a � Q — - - � - - _ 9 •�g9 4 y e ° I (95 71 - Q o 4 4 I� O!� 48'' 3- FL) G - S _ 0.0056 _ O_ . -'— G - - 12' • A ° - = ° _°_ _ • ., _ a o :° ° . 4d !, 3 SCJ i� ^ 5 — —d �� 9' 0.7% 2L O.7% - OF " as HP i ° e od Q — Q,I��,l II I -� - W o lo�� 1 3 `� `� EXISTING POWER POLE. PROTECT IN ro' �' m N 89'43 40"E ANGLE -- _ v ° a ° a °� '' ; ° ° A A/ 3 _ , a - a ° o c 9 d ° a. ° I a ° a, . °.. c . . a a° ° : 4 4.4. ,• ,a° ° 4 I o; 4 CONSTRUCTION d,°. OI NOTES REMOVE EXISTING UNDER SIDEWALK DRAIN °� I; �, II Z Co • DJN °J Gj • p PLACE ) POINT 20 EASEMENT DRAINAGE & SEWER -aa EXISTING 8" SEWER 3 o PER SEP. DOCUMENT ° o ° g / 3 a 4 ' � 4 ' d ,c • . a da °° C,7 p STORM DRAIN EASEMENT ° . ° •' I Q V o 4 ° G a a .4 ° a O2 °. a : I O3 INSTALL FRAME AND COVER PER APWA STD. 152-1 SAWCUT 17+47.34 PER DWG. E� NO. 403 I EXISTING SEE SEP. TRACT MAP d • o ..•� . •• .• •°•• 'wid RETAINING °: ; ® REMOVE EXISTING CURB AND GUTTER EXIST WATER METER 2 WALL • • •a a, • Q •. '. • , I a . 5 O REMOVE EXISTING SIDEWALK �A 3 �CJ�i�--18' 22' ° :a d �I © REMOVE EXISTING HEADWALL I 7 INSTALL CURB AND GUTTER PER CITY STD. 1003, HEIGHT VARIES PER PLAN 8 CF TO 12" CF AS SHOWN x}-30' 30' APN 0246-OJ1-12 : ® INSTALL 8'X G" RCB STORM DRAIN PER DETAILS, SHEET 3 ii II JUAN & MARIA VALDEZ O REMOVE ONE BLOCK IN BOTTOM COURS OF WALL MAX INVERT ELEVATION= N ii E3 0 97.64 F DRAINAGE OUGH WALL z ii II I _N N ca W CN I ii req i li--' I, �� 6'T i it II `9i�` Ili 17+12.80 (95. 1 GTC)(94.55FL) - �pFESS/ ON w �O Q M �� MELVIN W. FZ THATCHER, III �= �— I --- - -- APN 0246-031-11 o `� Z �— 13 I NSTALL 4" TH ICK SI DEWALK PER C STD. 1015 1 Q2 No. 3 rn II ADOLFO &SOFIA VALDEZ � O PAINT "NO DUMPING, FLOWS TO CREEK' PER CITY STD5. II III � p. 12/31110 CIVIL • �,9TF NOTE: GRADING TO BE PERFORMED AS SHOWN ON PLAN. iii ail 1'-•�►� � ... � ... I C�a\ I I ! . n � CAL( RECORD DRAWINGS 3/810 NOTE: THIS PLAN IS A REPLACEMENT FOR DR AWING NO. 4032 APPROVED 7/24/06,3 SHEETS PA V/NG LEGEND REV. REVISION DESCRIPTION Q O I MODIFY INLET STRUCTURE DATE ENGR. CIT.okY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� o /24/09 MWT t � land tannin Q�OPESS/ o 'I �, � CITY OF FONTANA, CALIFORNIA SCALE. 1 "=20' REMOVAL 2 AS 0 BUILT/RECORD DRAWING 3/ 3/08/10 MWT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL G SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER p g civil engineering *landscape architectur �� MELVIN W. THATCHER, III - No. 3996 rn DRAWN BY STORM DRAIN PLAN TRACT NO. 16620 scAl� I DIAL TWO WORKING THE CITY ENGINEER � phone 909.748.7777 rn 5p, 12/31/09 JK AS SHOWN LAU REL 5 BEET TO EXISTING ELEVATIONS TAKEN FROM PREVIOUSLY APPROVED GRADING AND STORM DRAIN PLANS PCC PAVING BEFORE DAYS BEFORE YOU DIG YOU DIG MAY REQUIRE REVISIONS TO THE PLANS TO thatc or engineering a fax 909.748.7776 associates, inc. �TyT clvlL � DESIGNED BY: JK DATE: ) I ST ET 02/12/09 1=111�.. , BRING THEM INTO CONFORMANCE WITH CONDITIONS AND F c� 0 20 40 60 TOLL FREE I -800-227-26003 A PUBLIC SERVICE wwwwet, suite redlands, ca 92374 CAQ F CHECKED BY: APPR BY: .�� ,/b DRAWING NO.: 2 BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. Melvin W. Thatcher, III R.C.E. 39964 Exp. 3 I 2009 MV1� CI ENGINEER R.C. 4032 3 p , . 51152 10860 I 5D-REVM2