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HomeMy WebLinkAbout1616-1XJ ' a+oo.00 CENTERLINE INT. 18 j II � I I �I C3 IIW 3 w 1 3 SII IIS ` 414.45' o 83.74' 195.18' PARCEL 11 � , �.. q ' p 0 LLJ Q 0 2+98.60 3 0 MAP II a, CL. DWY. - W=25 z CONST. PCC SIDEWALK 'I CD II 13.17 T 1312. 50 F�- a1 z 2 'SEE DETAIL NEREON � CL M� 7 z W Cl (I3 ` - N 89'43'06" E 169.00' s. QI .- II I I . ALL PIPELINES OR STRUCTURES OF ANY KIND, AND ALL TELEPHONE OR POWER POLES, WATER METERS, wI , w II 60 60 'f 1 I45 � � 7 1� 15 u,aergra ne sRvlb. Merl � • � Calk TOLL iRE� 1-800. 422-4133 n�a �aed�c ems eta ieu ee I o� 0 EX M.II � ( o � I I � N _ .� 4­1c� ' 12 N N 89'43'05" E 185.50' 2+48. CL MI N 89-4705' 33' SAWCUT I � 5 t 13 r - - 2+76.11 C I GENERAL NOTES ' — ,COIN EXIST. EG REMOVALS R=10' 414.45' 115.53' 20.00' 83.74' 195.18' PARCEL 11 � , �.. q ' 0 2+98.60 3 0 MAP ; Na. 11791CD a, CL. DWY. - W=25 .11 10 CONST. PCC SIDEWALK _� O CD Y 13.17 T 1312. 50 F�- a1 z 2 'SEE DETAIL NEREON Li e� CL M� 7 z 4 LATERAL 13. Cl 1313.00 T 1312.» ` - N 89'43'06" E 169.00' s. 1312.88 T 6 ALL PIPELINES OR STRUCTURES OF ANY KIND, AND ALL TELEPHONE OR POWER POLES, WATER METERS, 3+56-00-1 1312.05 F 11 1 3+32.10 4 END REMOVALS N 89'43'05" E CL DISCH. STRUC. ,JOIN EXIST. O rn 8.30' N 89'43'05" E N 89043'05" E ( rl- 24.83' EX. PP.#1056153E I I (PROTECT IN PLACE) � 6. SAWCUT O I I _ 7. EX. 8' VCP SEWER, LAT. 1322 10 O IT. CITY OF FONTANA SEWAGE COLLECTION SYS. I' SH OF 100 N 89'43'05" E Ln ao w 0 FOOTHILL BLVID. 0 PARCEL 2 VIII IQ A !1nlm %_1 I o 5' o o z 3 Z 3I _ ►, oE N 89 43 0 1 50.61' 0 5 z a � N 89'43'05" E 123.83' [� ?� --24.16'-PARCEL �.J 341.33 10' EASEMENT TO THE CITY OF FONTANA _ T FOR SEWER PURPOSES 3 rn EX. PACIFIC BELL do SO. CAL. 1 o 0' EDISON EASEMENTS, a°O UNDERGROUND CONDUITS 1 z Ilt N 89'43'06" E � C' S 00 z L io• DISCHARGE STRUCTURE DETAIL GENERAL NOTES ' — N 89'43'05 E 414.45' 115.53' 20.00' 83.74' 195.18' ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARDS dC SPECIFICATIONS 3 PARCEL 3 g� MAP ; Na. 11791CD © Q O f`CD CONST. PCC SIDEWALK _� O CD O CONST. COMM. DRIVE APPROACH PER CITY STD. 102-C 0 6 4+71.29 Z O CL M� 7 z 4 LATERAL 13. THE WORK TO THE PLAN GRADE. s. 4+65.58 6 ALL PIPELINES OR STRUCTURES OF ANY KIND, AND ALL TELEPHONE OR POWER POLES, WATER METERS, 4 LATERAL VALVES OR HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN ON THESE PLANS AND LOCATED WITHIN N 89'43'05" E THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED AT NO COST O rn 8.30' N 89'43'05" E N 89043'05" E ( rl- 24.83' 8.30' I PCL 3e 6. PARCEL 2 VIII IQ A !1nlm %_1 I o 5' o o z 3 Z 3I _ ►, oE N 89 43 0 1 50.61' 0 5 z a � N 89'43'05" E 123.83' [� ?� --24.16'-PARCEL �.J 341.33 10' EASEMENT TO THE CITY OF FONTANA _ T FOR SEWER PURPOSES 3 rn EX. PACIFIC BELL do SO. CAL. 1 o 0' EDISON EASEMENTS, a°O UNDERGROUND CONDUITS 1 z Ilt N 89'43'06" E � C' S 00 z L io• DISCHARGE STRUCTURE DETAIL 11. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION ONTO PLANS PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. QROFEss/oN STRYKER ENGINEERING 12. PRIOR TO WC 1RUCT10N OF THE WATER, MO AND/OR STORM DRAIN LINES, THE ��° q� Civil Engineering & Planning a n n i n CONTRACTOR SHALL EXPOSE TIS EXISTING WATER, SEWER AND/OR STORM DRAIN LINES g � 1600 E. FOURTH STREET, SUITE 29a WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVA11ON AND LOCATION. APPROV G. BART STRYKE z SANTA ANA, CALIFORNIA 92701 BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT No. 013195 cy-EXP. 3/31/89 \ PH. (714) 954-0438 IDLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR LOCATION AS SHO ON THE PLANS. CAVIL PREPARED UNDER THE SUPERVISION OF: 9lF OF C A��� �� CJ �• �r • G. BART STRYKER, R.C.E. 13195 DATE ENG. TY REMSIONS AP R. DATE P'PR. DATE PR. OF FONTANA f CALOFORNIA [PVBLOC VV OMS ®EPAIItTME T' DRAWN BY: SIERRA AVENUE SCALE: LEB FROM 200' S'LY TO 350' S'LY OF FOOTHILL BLVD. 1 " 40' TRACED BY: LAJ FOOTHILL BOULEVARD DATE: •� FROM 4f ' pw CHECKED BY: DR. No. - BS/Approved: �»- .v- /�1 / �•{ CIVIL ENGINEER R.C.E. 2.TI2Cb GENERAL NOTES ' — QNSTRUC110N1. NOTES... ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARDS dC SPECIFICATIONS OF THE CITY OF FONTANA, DATED 1975. O CONST. 8" C&C PER CITY STD. 101 2. TtRMINATE ALL 4" HOUSE SEWER LATERALS WITH A PLUG. O CONST. PCC SIDEWALK 3. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT O CONST. COMM. DRIVE APPROACH PER CITY STD. 102-C PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. O CONST. DISCHARGE STRUCTURE PER CITY STD. 124 4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. O CONST. 8" V.C.P. SEWER - EXTRA STRENGTH ' 5. ALL PIPELINES OR STRUCTURES OF ANY KIND, AND ALL TELEPHONE OR POWER POLES, WATER METERS, CONST 4" LATERAL & WYE WITH PLUG VALVES OR HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN ON THESE PLANS AND LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED AT NO COST O CONST. STD. PRE -CAST M.H. PER CITY S' . 109 & 112 TO THE CITY OF FONTANA. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED, BEFORE BEGINNING CONSTRUCTION. 8 r DELETED 6. 'AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. O CONST. 6" V.C.P. STUB WITH PLUG/ 7. ALL SEWER LATERALS SHALL BE INSTALLED AN A 2% MINIMUM GRADE UNLESS OTHERWISE 10 O REMOVE EXIST. C do G APPROVED BY THE CITY ENGINEER. 11 REMOVE EXIST. SIDEWALK & MANHOLE FRAMES AND COVERS TO BE INSTALLED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE. UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR 12 REM. do REPLACE EXIST. PAVING OVER SEWER TRENCH SHALL RAISE FRAMES TO FINISHED SURFACE. 13 REM." & REPLACE EJ�iST9"ALK, . OM SES' !. ALL SEWER STATIONING REFERS TO THE CENTERLINE OF SEWER MAIN. ��. 10. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION SAND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT, 11. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION ONTO PLANS PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. QROFEss/oN STRYKER ENGINEERING 12. PRIOR TO WC 1RUCT10N OF THE WATER, MO AND/OR STORM DRAIN LINES, THE ��° q� Civil Engineering & Planning a n n i n CONTRACTOR SHALL EXPOSE TIS EXISTING WATER, SEWER AND/OR STORM DRAIN LINES g � 1600 E. FOURTH STREET, SUITE 29a WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVA11ON AND LOCATION. APPROV G. BART STRYKE z SANTA ANA, CALIFORNIA 92701 BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT No. 013195 cy-EXP. 3/31/89 \ PH. (714) 954-0438 IDLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR LOCATION AS SHO ON THE PLANS. CAVIL PREPARED UNDER THE SUPERVISION OF: 9lF OF C A��� �� CJ �• �r • G. BART STRYKER, R.C.E. 13195 DATE ENG. TY REMSIONS AP R. DATE P'PR. DATE PR. OF FONTANA f CALOFORNIA [PVBLOC VV OMS ®EPAIItTME T' DRAWN BY: SIERRA AVENUE SCALE: LEB FROM 200' S'LY TO 350' S'LY OF FOOTHILL BLVD. 1 " 40' TRACED BY: LAJ FOOTHILL BOULEVARD DATE: •� FROM 4f ' pw CHECKED BY: DR. No. - BS/Approved: �»- .v- /�1 / �•{ CIVIL ENGINEER R.C.E. 2.TI2Cb