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Home My WebLink About2047-4O � O O In t N •01 rN LO r) t0 tl F =OLC • .N� �� z '1 - 1540 N 4- WN �1¢--W Oz~ N U � W N C!) FINISHED SURFACE Lo N � 42" MIN. COVER OVER SEWER z N 0 p U t\ n + > N NM -co m� J�11J LOz F/L 8" WATERLINE co W I-- 1530 0 LO • + N N In � � 0.0223 w = d- In In -- � S • 3 L , F . OF S 2 8 02 co +> J¢W + > 00 0 L[7 > r 0z .- .� E- . - z � z � V . C . P . ®S= .022 20 5g , 7 526.05 C.) cn � � ,__, S INv , OV S= 0 , 0223 296.0 L F • OF 5 . 20+ 63 • N 1526 ' + > 1520- i�v • i - 1520 S= 0.01006 . , ® S= .022 . C + 9.70 • O 519.45 5 . OF 8 V P 17 V pU�C 1 17 .v 63.7 0 1519 346.0 L . F .5 iN iNv • �� a - 1510- 254.0 L.F. OF 8" VC.P. ®5=.008 • 511.74 84 14+09.70 4 v • puC 1 1+ 1-5.70 N 1511 O 1500- co� In ` t � . a L PROFILE SCALE HOR I Z . 1W= 40' VERT. 1 "Sc 8' _ �a.:;s.-.�-..�.,.>_�s..��,.�._s,,,,.M�..�'sf'.�.v-rs.r�_...�`mx.+-��.x::z...1...a=�.�r [pf III0 a•��=�-�:+�r�ara dr,3..a-r-.-..._,a..3a„ns-�cu��.zc. ., .-� ..--.._ ..- ko u t�VA L" 01'-�50 La*1 91r ION 0 1 L'r �a'km 01� 01 Vvg Ple RADIUS LEN./DIST. TANGENT 1.2, +gaga - - 256.02 I PIT : N 85036-00-W Q 27006'51" 305.00 j 144.34 j 73.55 Q 1 a 271.98 _ - Sim �_�� WO P* PH. -- - - 16/ - ae.' • "7 �1 - _ I saaar-sur-sa vsf.-e�=Ems O o 38 -37310 �1yv- I r t.�ws_sv*a-R.rs'a..eG.i.�s.++PM?-al+�'r�vR w'a�sw•a. _ _. izR).a 3. l 1 ! .0 1 fi id' -7 of, 01 3 a 19 W W SEWER STATIONS 11+00 12+ 00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 .qFUFR DATA TART F SFUFR DATA TART F Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 85036'009rW 256.02 QQ N 85036-00-W 2.00 Q 27006'51" 305.00 j 144.34 j 73.55 Q 1 a 271.98 _ - Sim �_�� WO P* PH. -- - - I,1y _ {{ - ae.' • "7 �1 - _ I saaar-sur-sa vsf.-e�=Ems O o 38 -37310 3 L.F. 9/4.2 t 1 10 �rn 01 3 a 19 W W OCONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE LATERALS PER CITY OF FONTANA L. F. 5 6 .gy . p N cn T1= MP TE?-Klg GLEAOOOT aT N I r N r GogS,T. ,L w GJA T_iAE N_D- OF TRE .P_tIASE 13tJD1_j PER- C iT4 E AGt-� AA Of FONTAt,A STD. DET._ 128 w Y --- - --- - - a - --- :� 14 -17 r =+rsrs-�eA.-;,,rr+.�s..;.,r-.��..'3.++teE�e.irt+sr.=:.. f r +�-+�.+R+..•ss -.•1�-+,..-wrr:t•r».+^r��sa. i 4 -14W!4 - - _ - •�-.-. rr ��.. � � •s-�F� -� t :a-tee..>.-� �-•,-.k z�..:a-ate: �-- - - � .n.�._,=�a.�s�.:��am� Y.i-KL+3ti.f+"`._a"3�.+t _ _"i•.�"�„S4_.F'r+.� - `. _'°'s ] Y.. cY'i �E':�F'1 _ _� _ _ i •. _ sn.a..--a�a�..su srrx^,a�.wrr��' _.. _� . - _ sew:f�.A-.-a�a-:.'srrs'sa-_nsr+ra��-::.e�sa^iis=_��Eir'a.av*.t. S��3^a+¢-vita. k`�TbiT-�^•'�""♦is+�•!^'z o _ . E -. _ '�-- _ .. 5 . . ♦ 6 SEWER STATIONS 11+00 12+ 00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 .qFUFR DATA TART F SFUFR DATA TART F Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 85036'009rW 256.02 QQ N 85036-00-W 2.00 Q 27006'51" 305.00 j 144.34 j 73.55 Q 1 a 271.98 VATFR DATA 'TARI F Q DELTA/BEARING RADIUS LEN./DIST. TANGENT WATER N 8503(5'00"W 258.02 0 27006'51" 287.00 135.82 59.21 05015'46" 305.00 28.02 14.02 Q 1 a 271.98 r� ao OD - ® RECORD DRAWING The information on this drawing is obtained from others and must he verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC, is not responsible for underground facility locations or depictions. All above ground facilites can be readily seen and verified by the parties that intend to use same. V ti F1 , 14+53.34 1� ti - Q 1 V'- LINE 19A99 A SA D D. E E K 20D ro ILL ti • LL1 4' 1�' o ► Cn LOCD + � JD a /k L •LO + (3a + O p w Ln *k N 0° N 15+58.04 Q = r . O O - 1 ST. STA . 23+ 00.00 \ . + L cn t _ 14 V)� - t5 U 33 - 34 3� t2 N � 3 � I- }® 1 z�rn w Ace, 0- U) L0 ofES-S ocn 114+72.381 C/L 8" WATERLINE SEWER CONSTRUCTION NOTES C/L 8" WATER LINE SHEET QUANTIT10 NO. DESCRIPTION UNIT 05015'46" 305.00 28.02 14.02 Q 1 a 271.98 _ - Sim �_�� WO P* PH. w O o 38 -37310 3 L.F. 9/4.2 t 1 10 �rn 01 3 a 19 W W OCONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE LATERALS PER CITY OF FONTANA L. F. 5 6 STANDARD DETAIL 125 p N cn T1= MP TE?-Klg GLEAOOOT aT N I r N r GogS,T. ,L GJA T_iAE N_D- OF TRE .P_tIASE 13tJD1_j PER- C iT4 E AGt-� AA Of FONTAt,A STD. DET._ 128 w r� ao OD - ® RECORD DRAWING The information on this drawing is obtained from others and must he verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC, is not responsible for underground facility locations or depictions. All above ground facilites can be readily seen and verified by the parties that intend to use same. V ti F1 , 14+53.34 1� ti - Q 1 V'- LINE 19A99 A SA D D. E E K 20D ro ILL ti • LL1 4' 1�' o ► Cn LOCD + � JD a /k L •LO + (3a + O p w Ln *k N 0° N 15+58.04 Q = r . O O - 1 ST. STA . 23+ 00.00 \ . + L cn t _ 14 V)� - t5 U 33 - 34 3� t2 N � 3 � I- }® 1 z�rn w Ace, 0- U) L0 ofES-S ocn 114+72.381 C/L 8" WATERLINE SEWER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES RADIUS LEN./DIST. TANGENT Q SHEET QUANTIT10 NO. DESCRIPTION UNIT 05015'46" 305.00 28.02 14.02 Q 1 swim 271.98 _ - Sim �_�� H.1 r� ao OD - ® RECORD DRAWING The information on this drawing is obtained from others and must he verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC, is not responsible for underground facility locations or depictions. All above ground facilites can be readily seen and verified by the parties that intend to use same. V ti F1 , 14+53.34 1� ti - Q 1 V'- LINE 19A99 A SA D D. E E K 20D ro ILL ti • LL1 4' 1�' o ► Cn LOCD + � JD a /k L •LO + (3a + O p w Ln *k N 0° N 15+58.04 Q = r . O O - 1 ST. STA . 23+ 00.00 \ . + L cn t _ 14 V)� - t5 U 33 - 34 3� t2 N � 3 � I- }® 1 z�rn w Ace, 0- U) L0 ofES-S ocn 114+72.381 C/L 8" WATERLINE SEWER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES RADIUS LEN./DIST. TANGENT Q SHEET QUANTIT10 NO. DESCRIPTION UNIT 05015'46" 305.00 28.02 14.02 Q 1 N 23045'49"E 271.98 H.1 P* PH. * CA 1 o CONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. 9/4.2 OCONSTRUCT 48"DIA. PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. EACH 01 3 DETAIL 112 W W OCONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE LATERALS PER CITY OF FONTANA L. F. 5 6 STANDARD DETAIL 125 N T1= MP TE?-Klg GLEAOOOT aT GogS,T. ,L GJA T_iAE N_D- OF TRE .P_tIASE 13tJD1_j PER- C iT4 E AGt-� Of FONTAt,A STD. DET._ 128 w /� � "J )-=AT- gEMoUE TEMP. TElz�l tnl_AL_.GLEANo�T P-1�4S1<-Bo�1t�DAtZ`�_.AND_.�Io1IJ. A" Q DELTAIIIRING RADIUS LEN./DIST. TANGENT Q 38.15134" 305.00 203.66 105.79 Q 05015'46" 305.00 28.02 14.02 Q 1 N 23045'49"E 271.98 Q N 23045'49"E 100.14 . VATFR DATA TART F O DELTA/BEARING RADIUS LEN./DIST. TANGENT O 43031'20" 287.00 218.01 114.57 O N 23045'49"E 372.12 L9 0 Z LJ LTJ 0 W W C.17 LLJ z t --I-1 U I -- Q ,COs �`.A `A� s i �A ��7. ~ `� v v •• �V' WATER CONSTRUCTION NOTES �.I�- _ 6 1Z �rr o " 22015 _ . -- & ESTIMATE OF QUANTITIES ® TIZACT 6® � 3os� . µ, , _ Y o GRAND P QUANTITIES 3 No. SADDLEPEAK DRIVE I DESCRIPTION UNIT �PH-. 2 PH/ CO�STROCGAUGE I MD� MIN. PIPE. CML L. F. 9 4. 0 REVISIONS O N S Engineer City • = O N T A N A I CAL IF0RN I A ti, BENCHMARK. CITY OF F 2 CONSTRUCT 8" GATE VALVE WITH EACH 2 PLANS�PREPARED UNDER THE DIRECTION OF: No: Disor i tion . Approval Date: Approval Date . JP. MPP ASSIXIATES, _ INC. o COVER PER STD. DWG ON SHT . - PUBLIC WORKS DEPARTMENT V y�rR -26r-NAMES U W.4rE� // a 1 4 ON SHEETRUCT 1" SERVICE LINE PER DET. EACH N 42 MOVED 8E'cjATE vbLVE ADDED 8" PW ADPED 11-14-q5 7e�w_� =AA yl z Drawn by: Soule; ON SHEET �--•� FWE 43 - R.R. SPIKE I N E.P. BY PP# 153666E S LY . JC/RB SEDER AND WATER PLANS 1 40 11� TEMP. GLE 00d -r. 11 PDATE TF -A.67 ' f"P ASI N c�, t - a - SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. CIVIL ENGINEERS. LAND PLANNERS ' ' O3 CONST. 5" FIRE HYDRANT ASEMBLY EACH W 2 J. P . E. * 22015 P DATE 6 '' - `` I f� W Irks LAND SURVEYORS TRACT NO. 14276 PER STD. DWG. ON SHT . # 13 MY REG I STRA I&A EXPIRES 9-30-93 RFCORP 41 VOTING- FOR TT .7S Designed b y : E P Date • THRUST BLOCK PER ,, ELEVATION = 1313.04 2002 IOWA AVE.SUITE 1 10 L EK DRIVE CONST q . BERMAN S� D SEPT 1'390 STD. DWG. ON SHT . * 13 EACH RIVERSIDE. CALIFORNIA 92507 _ Rr4 F� RJ X Checked by. Dwg. No. 0714] 276- 8760 Approved: - �'�-��`�' 1-4-.7-97 �.7 4 f3 �p>•1ST. 6" PLt1 G, EAG} _ . �' M • 0 • �� L� _- . C I TY ENG I NEER - _ R. C. E. 251 ZC0 14