Loading...
HomeMy WebLinkAbout4049-2 1385 - -1385 N O 1380 - 01.0 4 1380 N�4.e�I; � � N tri 2 .- toM O N MQM UV)E _ °'o N. PROPOSED SURFACE U to� EXISTING SURFACE m a AT CENTERLINE AT CENTERLINE '- J a) ...J ' J (.4 _1- O 7. Q " Qrna 1375 1375 iJNIY - � - MW MW � W � W if - + + � + f- `! I- i _ � _ - - -1----- - \--_ f � J N J N 1370 LI II wAR u r Q 5 �'J _ - - - I1370 1369.1 �ti BOTTOM EL. A / ' _____/1 �� / t. 5-0.010 21)°� 6 1 6 E ' _ - k M MJ �� �� I S=0.005,_ id L. ►n N� N• � rnCC OA---. cc) <-1 � J , pp ( 00 J N J ^ ~ + . 1365 T 0 �� Na ;a +k +w + ,na �1' 1 4 o ,�, J oQ .t � ��°� � w �w �� �� � J 1365 � Q of Q _ 1=0 es0l1 Q\ I 6d` Q + Na m-J N)LI CP .490 1360 -.r+' , , 1360 346.00 LF OF 8" EXTRA STRENGTH 202.20 LF OF 8" EXTRA STRENGTH - VCP PIPE J '' VCP PIPE 1355 - - - 1355 SCALE , 1 :5 VERT 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 ui EXIST. ) !� �� 21 a ROW 'r� r � '\; EXIST.PROPERTY r� \ r\ TRACT (� 1376.25 PAD 1376.85 PAD o > / J \ LINE \ \ BOUNDRY '9,40 2N ' -�X7 .95 PAD I - Mo , za I J \? �\ /r i\ I nN 4 f + Q D I \ r J� C ; �\ EXISTING ROW 1 N �Z PROPOSED ROW I \ i ,n / S rd i), � � � 2 3 R �o��� mQ / z 1- ! \ o REPLACE EX. DRIVEWAY o EXISTING FENCE 1375.60 PAD = M fL' R c, z v I A ^. A. A . 1375.75 PAD R oti, 1371\/1376.95 o ,�� EXISTING BLOCK WALL .,,:,,Jo W NEW DRIVE APPROACH ram /i I J ¢ 6 OPOSED ROW �,5� �� ,_ - - _00 •`� / 136a U V) . tJ 1369N`1 'o I 1 # .. -Ismir simmiii ro 1.01.010 -000000 00.11.110- 0.,.' _ _-R _ : - - - �� - , __ PAD • o + I E� �A! RE'LACE-EX. DRIVEWAY c° , - ' No II ' M� 1 inimilmamwArgidroviaarxelom. 1371.24 /ME • IMAIM INV I18 36 60 8" EXTRA STRENGT v,► i S w , \\PROPS v.�iv�t, 13 VCP SWR MAIN v ' ••E•45,, 42.4% S N 89°38'14" i / I g,.80 a , I - _ ROW - - _ -� 4 STA 5+ VE 0 ��'Z1V/ri I 550.92' ,� it � 5r - -�2 - - - is - - - - - - - - - - -�- � 0 g o:CA Ar 8 SWR �l 8„ SWR Iis - • v�iv�c, I �� SAN JACINT Ato v) REPLAC AY (TRENCH REPAIR PER 4 8" EXTRA STRENGTH® 18' W NEW DRIVE APPROACH v�i 4% S S *i s �S S v iv s � S S S / �' �` CITY OF FONTANA STD CP SWR MAIN �' S \ I NO. 10311- 1 _ ��® / , go.- ' / C� I REPLACE EX. DRIVEWAY It-2' ' ', �� liMr 1/ \ 1 /�` / 4 W/NEW DRIVE APPROACH iiml = rn coo W I4rev EXISTING ROW I 1 A. /`�0� ,PROPOSED ROW `8D qua' �\ '� 1 . \� + + o sT I EXISTING FENCE '9c� >> ���OJ •� /� �� �� I PROPOSED ROW �49 ft111101miloWl. _ _ - 1371.12 U JOS OO Z W �%q 7 I tiTOX�j �� 'GS ��2, 'L`�6' ti d9 ��_. INV 0 ¢ Q c� 3 L (� x2 I / , �� \ TRACT -� SS �� ~ I-- z s �� r f BOUNDRY \ L cn ii p w I- 11,11 r \ EXIST. I 14 R )-3 - R. 12 R 1� R 1 Q �),0 1376.75 PAD 0, X \ \ \ BLOCK � _ It 1376.20 PAD %`' W \ l \ ! 13'74.70 PAD 75.15 PAD 1375.30 PAD 1375.75 PAD 1376.05 PAD R EXIST. r \\ WALL [ I I 9 I I 8 1 ROW \ I j 1376.75 PAD SAN JACINTO AVENUE .� ``i °i'�'• ••�•�'• -'. RAY / CONSTRUCTION NOTES I ' I 1 SEWER LATERAL DATA SEWER LATERAL DATA 3, ••' ` , Mo� v,�� INSTALL 8" EXTRA STRENGTH VCP SEWER MAINLINE Lot No. Station As Built Sta. BFD Lot No. Station As Built Sta. BFD BFD=BACK FLOW DEVICE '3 •'❖. Lot 1 STA 13+22.22 STA 13+ 22. 3 NO Lot 8 STA 15+39.19 STA 15 4 39.2 NO .001:4 440:., L ` NO 57580 - . r'' ® 48" CONSTRUCT MH PER CITY OF FONTANA STD. DETAIL 112 ...... Lot 2 STA 13+82.29 STA 13+ 82- I NO Lot 9 STA 14+92.83 5 t A ly+ 95. 3 NO !•❖.•.� ❖.❖.❖ �•••• * * 4As INSTALL 4" SEWER LATERAL PER A.P.W.A. STD. PLAN 222-1, TYPE A., PER DETAIL ON SHEET 3 Lot 3 STA 14+82.33 STA IL)i g3. 6 NO Lot 10 STA 14+72.83 S•121 IN-1 7/•9 NO •'44t: k.V*•� Lot 4 STA 15+02.33 STA 15+ 06.2_ NO Lot 11 STA 13+72.85 STA 13+ 73.8 NO 20 0 20 40 vs INSTALL SEWER CLEANOUT PER CITY OF FONTANA STD. DETAIL 125 Lot 5 STA 15+33.01 STA 15 33.0 NO Lot 12 STA 13+52.85 5rA l r si•B NO • • sari C►v1� �,�P v0 SAW CUT/TRENCH & REPAIR PAVEMENT PER CITY OF FONTANA STD NO. 1031 Lot 6 STA 15+45.92 STA 15+ 245.9 NO Lot 13 STA 12+52.84 STA 12+ 51•g NO . . I. OF CALF Lot 7 STA 15+42.91 S TA 15+ N2. 9 NONO i APN 0241-012-47 STA 11+17.00 �1 A 11+ I2. 7 NO Scale 1 " = 20' 1 APN 0241-012-47 STA 11+84.00 STA 11+ 7°I. I r NO APN 0241-012-46 STA 12+59.00 STA 124 55.2. NO SHOULD THE CONSTRUCTION OF THE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA Underground Service Alert OFEss1 = REQUIRED IMPROVEMENTS NOT o eR O4 MARSHALL •LANDPLANN/NG I Call: TOLL FREECOMMENCE WITHIN TWO YEARS OF ��' M RAY •C/V/L ENG/NEER/NG THE DATE OF APPROVAL SHOWN � \P� �'°ti �� ����y������ •GEOMAT/C ENG/NEER/NG , � SEWER PLANS 1-800-227-2600 E "RECORD D RAWi G" O y •GPS&ROBOTIC SURVEY/NG t HEREON AND CARRIED FORTH IN A w `� GROUP •CYR.4X3-D LASER SCANNING DIAL BEFORE DILIGENT MANNER, THE CITY 3 N°; 570 DRAWN BY: LHT TRACT 17108 :::: EXP. 2-31-2007 " " ENGINEER MAY REQUIRE REVISIONS * EWER PLANS 1 =20 YOU DIG TO THE PLANS TO BRING THEM INTO s 2001 E. FINANCIAL WAY STE. 104, GLENDORA, CA 91741 DESIGN BY: KM SAN JACINT• E. FROM 9+94.72 TO 15+50.92 24 APR 07 RECORD DRAWING �' gin C i V I L PHONE: ( ) 914-5788 F : (626) 914-5757 WEB: www.rnegi.bz TWO WORKING DAYS BEFORE YOU DIG INSTALL THREE ADDITION SEWER LATERALS TO CONFORMANCE WITH CONDITIONS AND qTF OF CAt�FOe`� APPROVED B DRAWING. NO. 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING LOTS FOR FUTURE CONNECTION STANDARDS IN EFFECT. _ (/J �I� IO, CHECKED B `l �/ ,'� 4049 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE WILLIAM M.RAYMOND R.C.E. 57580 EXP. 12/31/2007 ` IC ENGIN R R.C.E. 51152 DATE 3 ,7'