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HomeMy WebLinkAbout2206-7i a NsraErq/LSIDE B D OF STREET CURVE DATA Rw�FL�SNOUG PSR STo. N ., So, _,3 OF STREET CURVE DATA 5 STA. 9 f 07.06 04TAW164 .4 11E. CUVE CA O �C Cum vE l,�ATA @-CC41RV6' DG04-r4¢O � CU�P✓E 0�1TA /�,s � 7f2� � CURVE DATA Q � CURVE DATA Q 12 CURVE OATH �"' , Q /0 6A TE VALVE FL Cy. MUELLER 0� N /NST,9L L 5'//0 7T S/OE /L ,8 11V577 Lo/V� S ��a iQ I pe"I OE 7'.4 L / 3 S TA . 6125.00 C,4 TAM aq �4YEA ® PROP. 6 " FIRE I-/YiMPA/T o /2 �,C�/TT�,,�' 'r'' VLI LVE P /�lit/G Al,-) 2-E3 to A = 2904114311, R =Boo. 00 ' L ' 414,62' As 7gro, lo' L 3 g0.70' MSTROPOL•ITA_N WATER DISTRICT Of 5 UT iEBri CALILQRriIA CONSTRUCTION REQUIRrMENU THC CONTRACTOR SHALL PERFORM NO WORK WITHIN M.N.D. RIGHT -OF -MAY OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D. REOVIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY. METROP'OLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE IS BETWEEN 4' AND 12'. IF TEMPORARY COVER OVER THE PIPELIgE DURING MASS GRADING OPERATIONS IS BETWEEN 3' AND 4#, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH'IMPOSES NO GREATER THAN AASHTO H-10 LOADING. IF THE COVER IS BETWEEN 2' AND 3'. EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN 2'. ONLY HAND EQUIPMENT MAY BE USED. IF CONTRACTOR PROPOSES TO USE ANY EQUIPMENT OVER M.M.D. PIPELINE WHICH WILL IMPOSE GREATER THAN AASHTO H-20, IT WILL BE NECESSARY TO SUBMIT THE SPECIFICATIONS OF SUCH EQUIPMENT TO MR. JIM HALE 1213) 250-6564 n /, T�'L FOR REVIEW AND APPROVAL Al LEAST 10 WORKING DAYS PRIOR TO ITS P�ROF0SE',D 730 '� /0 S GG'L \ USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR. ART KNOOP ( 213) 250-6432 TWO (2) WORKING DAYS PRIOR TO START OF WORK C, L.r , • C. /v , P/PE WITHIN THE M.W.D. RIGHT-OF-WAY. ' STA . 27 a0. /9 !i/L . /J/?, t� . ! s 674. /9 A . 07 /20RZ�9,2 ,4116. � 0f -I J�4 7- /2'' t_1 FRF - Y L V 4 5 /�STAL L SNORT SIDE o STA . 4 f 75.00 64T4`V64 AVE . ® /NS �• _ 7_'T Vq , � PER OETA1L �=� CE7A' /� A C� �3 N T, T / '�'"' tS� l S SNUk D� 3 by .- 4, /6 8417_TERFG Y YALY • Mv�� �. �� 00 5 �� /2 Bt1Tr�R�'L Y VI�GVE, /STALL s�/ORT SIDE //NST, 15gc)I?T SICE C, G, C /C�• �Q, O/PE STA.86 70./� x1� Llu ?F4 Y /2 CRJS , , FLC , /V aa,E -4 EiP 0 PER /SETA/L B PER �'1Q / L, C/Tal1s AyE. r ,� � N f 5. GA /3 t C4M X3,4 AYE A DO TAI�V A AVi�. STA. 3 J5. UO DD W uj X10 37�/� C,Y� I ` ' SM • 8/ t L9. 4® i& PO. C. z" STf 39 f2 PRJo= r "F/RE H YDRA N T J G/TAUS AvE ' sp oo PE"/? 'S To . z wa. Nl 2-8. 8 c 5 .PT P&7,Q 74 L.3 ® 811,67W PR4PD SED /8 3 � •,. �� l 2 5 7Ee L 1p1PF � PRa�s�,D 5 l - Iz 5TH , �R� �. 343 - /2 5 TL 4. 10 � a . A PrpE C G.. iZA .v j G, � 2 STA . 3¢ � �3/. ¢3® 5 /NS TAL L S//ORT S//JE M / I ' //- V/L . PR. E. 6 PER /aETq/L. 3 �0 Wc� -- -snl -12 .� 96.0E PORAi2 4114FAS © �4, ST -4-40 74 20 o/ - P,�OPOGFD X040 ' /2"STC- Q Fi�F=�' �/ YD/?Q INT C. C, C, /O C ,4 , P/P� W �R STG� DYVa. N° 2- B /Z'BUT.TERFL Y Vc.V,_ xW FL C7, Aee.1ELGER IB 1-90 ' ®STA. 774 44,04 C/TRZIS AVE. y _ � �� o I PROPOSED 547 /2 S7"L.. F�C�, MUEG�EiQ PSP 60 F�R� WYORANr C . /D GA . PIPF PE,4P ST,O, 0 ►� Ns 2-- R , STA. 39 4 87. 0/ !//L, I9/?. 6. ' �iS R/SER �o ' 5 TORM 0�,4/it/ STA. / )A15.00 C4T4 NF.3A 4VE. /� . x /0 TYE-� INS TAL L ED Q / '- /6''� L. - - � f'�Po� E-ZP 53 T Q 0 /� " /2" D '' C L 4C . /O a . P/Pr p"cvPUSc='o 298 - M'STEEG C. 4.,w Li is DECO �(0 ' R.C. E. //54,3 Exn /2-3/-92 16 "BUTTE-RnY vALVE', FZ_ C . MUEL L ER TERFLY YLV STA. 43 0-36,24 1//L. OR. E. fuEL LER STA. 78 -/04.04- CI M445 A VlF. /lo 'x /2 " TEE FLC7 . e �. THIS SHEET H. U.D. ONLY ©. , 675 2 ,FL US,UOLI T A 2 98 ' 53(0 ' PER SM. NO. 5-D l� SrQ'. /¢ t56.07 343' - ` PROPOSED WATER MAIN _ ,fE,yPO ZA o 4 �,�,00�o Po. c'S �' � /2- 7- 88 .5.471 PROPOSED STORM DRAIN —SD— o ®AODED WATER ✓Z1AlCr10M ST4. -3-e8 7/0, 91\ PROPOSED SEWER g REV/SED SHORT 610ESERVICE E 0/5TAA ES 1z193 REV1540 SHORTS/DE SERVICES e D/STABS 2 /5-4!? MATCH �oE/9 U711_. NORT// OF CAr.4919A 0-27-4$ 3. E SMT SNE ADOED PRE 1IYDk'4A17- 3-/688 4 r nro, � -s. ASL Knee s 8 4OD61) F0, C. FOR SC/-lUOG # / 4-/3-88 ,UPDATED UTILI TIfS --tam ADDE04.,PR_ 0F/LES y�" ,FL UWOUT _ _ 6-zs- 7 Z �y 6/30/89 O E S C Fill ►TION O A T E N O.- 43 �_ 8.� O DENO�IED �� • F D. ONEOLED w. TNOE REV I S I O N S 01DO61.) wg7ER JuwCrION //-/5-8 9 WAVM BY. C. F. D. lom a - 4. 87 1 s I00, FONTANA WATER COMPANY AT` Ate. •�/-�O w►1SnoENA ,fft,92 3096 6440 NUEVO AVENUE ` psvisso •v SANTA ANA 11141979 116, P. 0. BOX 967 -- FONTANA, CALIFORNIA 97336 RsvtslON APP. M►M 46191320,4220 JO' NO. SOUTRI DGE VILLAGE ,RANT ' 2924 F VILLAGE DR. EAST _8r CATAWBA SCALSo OBO �ON10:1MS0 ►E � 8� POPLAR AVE. S CITRUS AVE. 1011AP sNstT T OI j 3 sNssTs LOCATION: CITY NA �� L?� 2 Z 0 33037 ' 3z' (06'* 30/ 2 .630".47 '55Z :5,4/40/C /40/C /DE' Qo -7,, 8 75 MATCH LINE = SH N0.6 _ � - 5 vD. DO s �? 5 CXR. UU � R 6 4iD • caU Q �3-7,50-00- � � SEE = 29 3.44 G 58 0, 3 5 L_ = 34 3.4 7SM . 7 (55.06 Z = 113.00 ®STA . 7 t 27_.06 GATAGVf.3A 4 y CgZWVR,4 AVE® PR'::��'OSED 710 C L C /O G� _/Z ''57_[., in, - - 8C OCG KIN P6�P D T ST DP1r1�Cv A1,9 4-F 5O CURVE 0474 �"' , Q /0 6A TE VALVE FL Cy. MUELLER 0� N /NST,9L L 5'//0 7T S/OE /L ,8 11V577 Lo/V� S ��a iQ I pe"I OE 7'.4 L / 3 S TA . 6125.00 C,4 TAM aq �4YEA ® PROP. 6 " FIRE I-/YiMPA/T o /2 �,C�/TT�,,�' 'r'' VLI LVE P /�lit/G Al,-) 2-E3 to A = 2904114311, R =Boo. 00 ' L ' 414,62' As 7gro, lo' L 3 g0.70' MSTROPOL•ITA_N WATER DISTRICT Of 5 UT iEBri CALILQRriIA CONSTRUCTION REQUIRrMENU THC CONTRACTOR SHALL PERFORM NO WORK WITHIN M.N.D. RIGHT -OF -MAY OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D. REOVIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY. METROP'OLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE IS BETWEEN 4' AND 12'. IF TEMPORARY COVER OVER THE PIPELIgE DURING MASS GRADING OPERATIONS IS BETWEEN 3' AND 4#, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH'IMPOSES NO GREATER THAN AASHTO H-10 LOADING. IF THE COVER IS BETWEEN 2' AND 3'. EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN 2'. ONLY HAND EQUIPMENT MAY BE USED. IF CONTRACTOR PROPOSES TO USE ANY EQUIPMENT OVER M.M.D. PIPELINE WHICH WILL IMPOSE GREATER THAN AASHTO H-20, IT WILL BE NECESSARY TO SUBMIT THE SPECIFICATIONS OF SUCH EQUIPMENT TO MR. JIM HALE 1213) 250-6564 n /, T�'L FOR REVIEW AND APPROVAL Al LEAST 10 WORKING DAYS PRIOR TO ITS P�ROF0SE',D 730 '� /0 S GG'L \ USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR. ART KNOOP ( 213) 250-6432 TWO (2) WORKING DAYS PRIOR TO START OF WORK C, L.r , • C. /v , P/PE WITHIN THE M.W.D. RIGHT-OF-WAY. ' STA . 27 a0. /9 !i/L . /J/?, t� . ! s 674. /9 A . 07 /20RZ�9,2 ,4116. � 0f -I J�4 7- /2'' t_1 FRF - Y L V 4 5 /�STAL L SNORT SIDE o STA . 4 f 75.00 64T4`V64 AVE . ® /NS �• _ 7_'T Vq , � PER OETA1L �=� CE7A' /� A C� �3 N T, T / '�'"' tS� l S SNUk D� 3 by .- 4, /6 8417_TERFG Y YALY • Mv�� �. �� 00 5 �� /2 Bt1Tr�R�'L Y VI�GVE, /STALL s�/ORT SIDE //NST, 15gc)I?T SICE C, G, C /C�• �Q, O/PE STA.86 70./� x1� Llu ?F4 Y /2 CRJS , , FLC , /V aa,E -4 EiP 0 PER /SETA/L B PER �'1Q / L, C/Tal1s AyE. r ,� � N f 5. GA /3 t C4M X3,4 AYE A DO TAI�V A AVi�. STA. 3 J5. UO DD W uj X10 37�/� C,Y� I ` ' SM • 8/ t L9. 4® i& PO. C. z" STf 39 f2 PRJo= r "F/RE H YDRA N T J G/TAUS AvE ' sp oo PE"/? 'S To . z wa. Nl 2-8. 8 c 5 .PT P&7,Q 74 L.3 ® 811,67W PR4PD SED /8 3 � •,. �� l 2 5 7Ee L 1p1PF � PRa�s�,D 5 l - Iz 5TH , �R� �. 343 - /2 5 TL 4. 10 � a . A PrpE C G.. iZA .v j G, � 2 STA . 3¢ � �3/. ¢3® 5 /NS TAL L S//ORT S//JE M / I ' //- V/L . PR. E. 6 PER /aETq/L. 3 �0 Wc� -- -snl -12 .� 96.0E PORAi2 4114FAS © �4, ST -4-40 74 20 o/ - P,�OPOGFD X040 ' /2"STC- Q Fi�F=�' �/ YD/?Q INT C. C, C, /O C ,4 , P/P� W �R STG� DYVa. N° 2- B /Z'BUT.TERFL Y Vc.V,_ xW FL C7, Aee.1ELGER IB 1-90 ' ®STA. 774 44,04 C/TRZIS AVE. y _ � �� o I PROPOSED 547 /2 S7"L.. F�C�, MUEG�EiQ PSP 60 F�R� WYORANr C . /D GA . PIPF PE,4P ST,O, 0 ►� Ns 2-- R , STA. 39 4 87. 0/ !//L, I9/?. 6. ' �iS R/SER �o ' 5 TORM 0�,4/it/ STA. / )A15.00 C4T4 NF.3A 4VE. /� . x /0 TYE-� INS TAL L ED Q / '- /6''� L. - - � f'�Po� E-ZP 53 T Q 0 /� " /2" D '' C L 4C . /O a . P/Pr p"cvPUSc='o 298 - M'STEEG C. 4.,w Li is DECO �(0 ' R.C. E. //54,3 Exn /2-3/-92 16 "BUTTE-RnY vALVE', FZ_ C . MUEL L ER TERFLY YLV STA. 43 0-36,24 1//L. OR. E. fuEL LER STA. 78 -/04.04- CI M445 A VlF. /lo 'x /2 " TEE FLC7 . e �. THIS SHEET H. U.D. ONLY ©. , 675 2 ,FL US,UOLI T A 2 98 ' 53(0 ' PER SM. NO. 5-D l� SrQ'. /¢ t56.07 343' - ` PROPOSED WATER MAIN _ ,fE,yPO ZA o 4 �,�,00�o Po. c'S �' � /2- 7- 88 .5.471 PROPOSED STORM DRAIN —SD— o ®AODED WATER ✓Z1AlCr10M ST4. -3-e8 7/0, 91\ PROPOSED SEWER g REV/SED SHORT 610ESERVICE E 0/5TAA ES 1z193 REV1540 SHORTS/DE SERVICES e D/STABS 2 /5-4!? MATCH �oE/9 U711_. NORT// OF CAr.4919A 0-27-4$ 3. E SMT SNE ADOED PRE 1IYDk'4A17- 3-/688 4 r nro, � -s. ASL Knee s 8 4OD61) F0, C. FOR SC/-lUOG # / 4-/3-88 ,UPDATED UTILI TIfS --tam ADDE04.,PR_ 0F/LES y�" ,FL UWOUT _ _ 6-zs- 7 Z �y 6/30/89 O E S C Fill ►TION O A T E N O.- 43 �_ 8.� O DENO�IED �� • F D. ONEOLED w. TNOE REV I S I O N S 01DO61.) wg7ER JuwCrION //-/5-8 9 WAVM BY. C. F. D. lom a - 4. 87 1 s I00, FONTANA WATER COMPANY AT` Ate. •�/-�O w►1SnoENA ,fft,92 3096 6440 NUEVO AVENUE ` psvisso •v SANTA ANA 11141979 116, P. 0. BOX 967 -- FONTANA, CALIFORNIA 97336 RsvtslON APP. M►M 46191320,4220 JO' NO. SOUTRI DGE VILLAGE ,RANT ' 2924 F VILLAGE DR. EAST _8r CATAWBA SCALSo OBO �ON10:1MS0 ►E � 8� POPLAR AVE. S CITRUS AVE. 1011AP sNstT T OI j 3 sNssTs LOCATION: CITY NA �� L?� 2 Z 0