Loading...
HomeMy WebLinkAbout1575 GENERAL NOTES: CONSTRUCT/ON NOTES I GENERAL NOTES (SAN BERNARD/NO COUNTY).. 1. ALL SIGNING, STRIPING AND PAVEMENT MARK/NGS SHALL BE IN CONFORMANCE WITH THE CURRENT ED177ON OF THE 7RAfF7C 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARD/NO COUNTY1O 8" CURB & GUTTER PER S.B.CO. STD. 115 MANUAL, PUBLISHED BY 7H£ STATE OF CALIFORNIA, DEPARTMENT OF 7RANSPORTA 7701V. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE) UNLESS OTHERWISE NOTED ON PLANS. STANDARDS AND SPECIFICA TIONS. O2 8" A.C. DIKE PER S.B.CO. STD. 117 2. ALL SIGNS AND ROADS/DE MARKERS SHALL BE OF HIGH INTENSITY REFLEC77VE SHEE77NG EXCEPT S70P SIGN SHALL BE DIAMOND 2 BENCH MARK DA TA - SAN BERNARDINO COUNTY BENCH MARK 700-22 1968 0 0.60' A.C. PA VEMENT OVER 0.75' CL. /l AGGR. BASE GRADE RETLECAVE SHEE77NG. S70P SIGNS SHALL BE MOUNTED PER COUNTY STANDARD J03(A) AND 303(8). ALL CONFLIC771VG S7R/P/NG AND PAVEMENT MARKINGS NOT SHOWN OW 7N£ PLANS SHALL BE REMOVED FRAU 7HE PAVEMENT O4 6' CONCRETE SIDEWALK PER S.B.CO. STD. 109 TYPE C 3.� BY SANDBLAS77NG BY THE CON7RACTOR. J. 57REET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 303A AND 3038, SHALL BE O5 CONCRETE CROSS GUTTER PER SB.CO. SID. 119 I 4. ALL CONFLIC77NG SIGNS SHALL BE E77HER REMOVED, RELOCA7FD OR COVERED BY CON7RAC7CR. RELOCA TABLE SIGNS SHALL BE CONSTRUCTED A T EACH INTERSECTION. ,HAND/CAP RAMP PER S.B.CO. STD. 110-A INSTALLED AS SPECIFIED ON INE PLANS OR AS DETERMINET) /N 7HE FIELD BY 1N£ COUNTYS REPRES£NTA 77W.. O6 � 4. A PERMIT WILL BE REQUIRED FROM THE COUNTY OF SAN BERNARD/NO AND THE CITY OF RANCHO CUCAMONGA I s ALL EXIS77NG S7R/PING AND PAVEMENT MARKINGS NOT SHOWN ON PLAN, IF OBL17FRA7F!!J, SHALL B£ REPLACED IN AND SOUTHERN CAL/FORNIA EDISON COMPANY PRIOR TO ANY ENCROACHMENT OR CONSTRUCT/ON WITHIN THEIR ✓ 16 D/W PER MODI Q�pRogCti , FIED S.Bco. srD. 129 I CONFORMANCE Wl1N THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED THE STA 1F OF CALIFORNIA D.O.T. RESPECT/VE RIGHT-OF-WAYS THE CITY OF RANCHO CUCAMONGA ALSO REQUIRES A LANE OR ROAD CLOSURE O RETAINING WALL PER A.P. WA. STD. 678-0 T YFE 'B" 6. A FINAL WALK THROUGH RENEW OF TRAFFIC CONTROL DENCE'S IS TO BE SCHEDULED AND APPROVED BY 7RAFf7C DINS/ON PRIOR TO RNAL PROJECT APPROVAL. PERMIT FOR ANY WORK DONE ON A CITY ROAD WA Y. O9 ST LIGHT BASE & P.S. PER A.P. W A. STD. 443-0 & 460-0 5. IF ASPHALT CONCRETE /S TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITES, 10 9500 HPSV ST LIGHT & P.B. PER A.P. WA. STD. 443-0(A), 449-0(L=8) & 460-0 I \V A SOIL STFRILANT REG/STEREO BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORML Y11 REMOVE EXISTING RAILROAD TRACKS - 5Y 07-HE-PS APPLIED A T THE MANUFA C TURER'S RECOMMENDED RA IF FOR THE FULL PA VEMENT WD TH PR/OR TO PA VING. O 1© 6. A T THE COMPLETION OF ROUGH GRAD/NG, AMA TER/ALS REPORT AND THE PROPOSED STRUCTURAL REL OCA 7F EXIS77NG POWER POLE - BY S.C.E.1© RELOCA TE EXISTING TELEPHONE VAULT - BY G. T.E. I I NAPA STREET MONUMENTA TION CER TIF/CA TE SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTA TION I / HEREB Y CER TIFY THA T I HA VE" INDEN T/F/ED ALL SUR VF MONUMENTS OF RECORD THA T COULD BE DISTURBED DEPARTMENT FOR REVIEW AND EVALUA 770N. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SEC77ON 1® REL OCA 7E EXIS77NG - BY OTHERS -- -----_-_--------- BY THIS PROJECT ALL SAID MONUMENIS WHICH CURREN7L Y EXIST IN THE FIELD ARE SHOWN ON THESE PLANS --- SECT/ON REQUIREMENTS HAVE BEEN MET. AND ARE DESCRIBED AS FOLLOWS 1© ADJUST MANHOLE COVER TO GRADE _ - -� �-- 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPAC77NG ORIGINAL 16 ADJUST VALVE COVER TO GRADE GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED A T NO COST TO SAN BERNARDINO COUNTY. NONE A WRITTEN REPORT WITH THESE COMPACTION 7FSTS SHALL BE SUBMI T7E-D TO THE CONTRACTS '8" RCP CL A ss IV ADMINISTRATION DIVISION OF THE SAN BERNARDINO COUNTY 7RANSPORTA 77ON DEPAR7MENT FOR 18 24" .RCP CLASS IV I ' APPROVAL, PRIOR TO PLACEMENT OF BASE MA TER/ALS AND/OR SURFAC/NG. 1 19 24" RCP CLASS V 8. A T THE COUPLE 77ON OF PA VING A MA IF REPORT SHALL BE SUBM/TTED TO THE CONTRAC7� I DA TED 55 ENGINEER OF THE SAN BERNARD/NO COUNTY TRANSPORTATION DEPARTMENT LIST/NG ALL TESTS OR 20 30" .RCP CLASS (1500 D-LOAD) At 00/141-0 JT C4MAPPOetl, LS 0409 DE7FRM/NA77ONS COMPLETED TO VERIFY21 30" -RCP CLASS V �p A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. 22 3INDEX MAP6" RCP CLASS (7500 D-LOAD) a Lam: B) STAB/LI TY, OIL CONTENT AND SIEVE ANAL PSIS OF ASPHAL T SURFACING, 23 TYPE 'A " CA TCP BASIN PEP S.B.CO. STD. 206I Q NO SCALE v D R. 9. ALL LA TERAL CUTS IN COUNTY MAINTAINED ROADWA YS SHALL BE TESTED TO VERIFY DENS/FICA TION 24 LOCAL DEPRESSION PER S B.CO. STD. 203-8 2 Lr-"a 5" TO 9OX RELA 77 VE COMPAC77ON (R.C) A T VARYING DEPTHS TO W177-1/N 0.5' OF GRA DING PLANE. 25 R.C.P. CONNEC TION TO R.C.S. PER S.B.C.F.C.D. S TD. SP 220 �r� 17E TOP 0.5' SHALL BE DENSIFIED TO 95 26 STORM DRAIN CLEANOUT PER S B.CO. STD. 208 AL JF 10. ALL LONG17UD/NAL CUTS SHALL BE TESTED /N ACCORDANCE WIN THE SPECIFIED LIMITS AND FREQUENCY l , ' AS OU71lNED IN SEC77ON 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPEC/FICA TIONS. 2� AL X 3%l TRIPLE R.C.B. PER CAL TRANS STD. 081 & 082 �! TER,NA TE. (5) 60'S x 38'H HORIZ ELLIPTICAL RCP (1000 D-LOAD, MIN) 11. IMMEDIATELY FOLLOWING REMOVAL OF EX/S77NG PAVEMENT OR DIKE OR CURB AND OR GUTTER THE WITH CAL TRANS STRAIGHT HEADWALL, D89 (L=69.5; H=8.33) LEGEND CONTRACTOR SHALL DlLIGENTL Y PURSUE THIS PORTION OF WORK UN n1- COMPLETION. I I SHEET IN 28 74 S X 13H OUAD. P.C.B. PER CAS TRANS STD. 081 & 082 ( n AC ASPHAL T CONCRETE L LENGTH 12. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TYANSPORTA 77ON29 REC.CT CONCHAN. PER L.A.C F C.D. STD. S-102 (SEE- SHT 70) APWA AMERICAN PUBLIC WORKS ASSOCIATION, STANDARD MH MANHOLE O I PLANS FOR CONSTRUC TION MIN MINIMUM DESCR/P T/ON SHEET NO. DEPARTMENT PRIOR TO MAK/NG APPL/CA 77ON AND ISSUANCE OF A GRADING PERMIT OR 3o DEBRIS WAL L S PER O.C E.M.A. S TD 1324 I B BOTTOM WIDTH MWD METROPOLITAN WA TER D/S 1R/CT BUILD/NG PERMIT. BC BEGINNING OF CURVE OCEMA ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY nTLE SHEET 1 31 WINGWALL PER CAL TRANS STD. 084, TYPE 'A '; FLARE ANGLE=45; V=1,5, N=O; ELEV c=1099.0, !-1=8.5' ' 13. 7RANSPORTA 77ON DEPAR7MENT APPROVAL DOES NOT INCL UDE WA TER OR SEWER SYSTEM OR ESTIMA TE AL TERNA TE WINGWALL PER CAL TRANS STD. D86C, FLARE ANGLE=45; M=75' N=0' ELEV o=7099.0, H-8.5' I BCR BE-GINNING OF CURB RE7URN PCC PORTLAND CEMENT CONCRE7F E77WANDA A VENUE 2-3 OF QUANTITIES. CB CA TCH BASIN PAZ PROPERTY LINE 32 WINGWALL PER CALTRANS STD. D84, TYPE 'B'; L=AS SHOWN FLARE ANGLE=90; H=AS SHOWN CF CURB FACE RCP REINFORCED CONCRETE PIPE E77WANDA AVENUE SIGN/NG & S7R/P/NG 4 14. A PERM/T SHALL BE OBTAINED FROM THE COUNTY 7RANSPORTA 77ON DEPARTMENT PRIOR TO "ST,RAIGHT" HEADWALL PER CAL TRANS STD. D89 O c CENTERLINE RCB REINFORCED CONCRETE BOX 33 ANY CONS7RUC77ON ON THIS PROJECT. CO CLEANOUT R/W RIGHT OF WAY 7RAFF/C SIGNAL 5 34 L " HEADWALL PL-P CAL TRANS STD. D89, W=4'-70" D DEP 77 SBC SAN BERNARD/NO COUNTY 15. IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAY �5 FACING RIP-RAP - 1.8' THICK MIN/MUM D/W DRI VFWA Y SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT APPROACHES SHALL BE SCARIFIED TO A DEPTH OF A T LEAST EIGHT (8) INCHES AND MOISTURE EC END OF CURVE SCE SOUTHERN CALIFORNIA EDISON SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS PRIOR TO 36 LIGHT RIP-RAP - 2.5' THICK MINIMUM ECR END OF CURB RETURN SO STORM DRAIN PLACING CONCRE-7F AND THE SUBGRADE SHALL THEN BE PREPARED W77T-IOUT COMPACTIVE EFFORT. LIGHT GROUTED RLP-RAP - 25' THICK MINIMUM (GROUT TOP 12') ELEV ELEVATION STA STATION EX EXISTING ST STREET 16. ALL PIPE LINES OR SUBS7RUC7URES OF ANY KIND, AND TELEPHONE OR POWER POLES, WA 7FR METERS, 38 1/4 TON RIP-RAP - 3,3' THICK MINIMUM FG FIN/SH GRADE TB TOP OF BERM VA VES, HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS W1 THIN THE LIMAS• OF DEVELOPMENT ' FL FL OWL INE TC TOP OF CURB OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED 39 1 TON RLP-RAP - 5.3THICK MINIMUM FS FINISH SURFACE TG TOP OF GRA IF A T DEVELOPER'S EXPENSE AND A T NO COST TO THE SAN BERNARDINO COUNTY IRA NSPORTA 77ON 40 1 TON GROUTED RIP-RAP - 5.3' THICK MINIMUM (GROUT TOP 24') GB GRADE BREAK TRCB TOP OF REINFORCED CONCRETE BOX DEPARTMENT. /T SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. G7F GENERAL TELEPHONE AND ELEC7R/C TS TOP OF SLOPE a1 PLACE 4" THK. P.C.C. ON SLOPE (7: 7 MAX.) � 17. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONS7RUCTSD THAT A MIN/MUM HGL HYDRAULIC GRADE LINE TW TOP OF WALL a2 ' CHAIN LINK FENCE PER A.P. WA. STD. 600-0 OF PONDING OCCURS, SEC77ONS HA 14NG GRADIENTS' OF 0 5O OR FLA TIER SHALL BE WA TER 6 � /NV INVERT V DEPTH OF CA TCH BASIN 7FS7ED IN THE PRESENCE OF THE INSPECTOR IMMEDIA TEL Y PRIOR TO ACCEPTANCE. SECTIONS a3 4' CHAIN LINK FENCE PER L.A.C F C.D. STD. 2-0180 LACFCD LOS ANGELES COUNTY FLOOD CONTROL D157PICT W WIDTH OF CA TCH BASIN WHICH HA VE WA 7ER PONDING MORE TVAN 6" WIDE OR MORE 77AN 4' LONG SHALL BE SAWCUT AND LF LINEAR FEET REMOVED IN LENG7HS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAX/MUM SPECIF7ED. 44 PIPE GA TE PER S.B.C F C D. STD. 209 45 18. IF DURING CONS 7RUC 770N, GROUND WA 7FR /S ENCOUNTERED, A SYSTEM APPROVED BY THE 3' X 3' PRECAST ORA/N, CAST IRON TRAFFIC GRA TE SAN BERNARDINO COUNTY 7RANSPORTA 7707 DEPAR7MENT SHALL BE INSTALLED TO DEWA TER SAID a6 CONSTRUCT 2'X6" REDWOOD HEADER AREA A T THE DIREC 77ON OF THE SOILS ENGINEER. a7 CHAIN LINK FENCE GA TE PER STD. No. 600 19. 7HE ENGINEER SHALL INSPECT AND CER 77FY TNA T ALL DRAINAGE IMPROVEMENTS HA VE BEEN BUIL T /N ® CONS 7RUCT 0.20' A.C. 0VERLA Y ACCORDANCE W177 THE APPROVED PLANS. SEE GEN. NOTE NO. 6 (0.10 A.C. MIN) FONTA/VA FUTURE FUTURE FU LURE F7/7ZIRE P/W P/W 20. ALL 0.40.x' OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS R/W q R/W R/W R/W FOOTHILL 1XW (ROUTE 66) CER77FIED BY ENG/NEER BEFORE POURING CONCRETE: 104' 104' 66 21. EX/STING COUNTY ROADS WHICH WILL REQUIRE RECON57PUC77ON SHALL REMAIN OPEN FOR 52' -I- 52' 52' -I- 52' -I IRAFF/C AT ALL TIMES WITH ADEQUAIF DETOURS DURING ACTUAL CONS TRUC770N. 33 EX/ST I PROPOSED EX/ST I PROPOSED 22. 77E PRI VA TE ENGINEER /S RESPONSIBLE FOR ASSURING 77E ACCURACY AND ACCEPTABILITY OF THE R/W R/W R/W R/W WORK HEREON. IN THE EVENT OF DISCREPANCIES AR/S/NG DURING CONSTRUCTION, 7HE PRI VA IF I I 52' - ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE 22' 30' 40' 12' 22' 30' 40' 12' A.T& S.F. R.R. PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. FOG SEAL Z _� FOG SEAL Z - 7'- - - - 2F �+ o O Q � o � Oa �6 7 23. PL A CE ROCK SL OPE PRO TEC TION 12" THICK MlN/MUM PER STATE STANDARD SPECIFICA %/ONS 72 /METHOD '� EXIST A.C. & ` EX/ST A.C. & Q Q Q Q AuAA street � A.C. OVERLAY I EXISTING � A.C. OVERLAY I EX/STING "B" PLACEMENT USING LIGHT RIP-RAP AND FACING P/P-RAP . FDR STREET EMBANKMENTS WHERE SHOWN. O 4 U) L - 14 �---" ' -� 7 2' • � � � PA VEMENT Z � � � � PA VEMENT � 2 '4 24. IT /S THE CONTRACTOR'S RESPONSIBILITY TO COORD/NA 7F WITH SOUT7ERN CALIFORNIA 's = VARUS I VARIES VARIES O = VAR/£S I VARIES VARIES O ~ ! ~ O z O ? J m 6th. Street ED/SON COMPANY DURING CONSTRUC77ON REGARDING THE RELOCATION OF POWER POLES. l� Q 248' 262' 247' TO 25.9' 2' TO 14.1' Ct lv Q 25 J' TO 25.8' 20.2' TO 24.7' 2' TO J � � � ' Oi 6' i ' W Z VARIES /VAR/ES VAR/ES U O W Z VARIES I VAR/ES VAR/ES V O > L E IEL L INE 25. Wl THIN TIE SOUTHERN CALIFORNIA EDISON COMPANY RIGI T-OF- WAY THE FIELD CONSTRUCTED DIP T ACCESS V W 1 p� Tp g� 0.8X TO 4714 1' .7� 2X M/N. V V W 1.0� TO 1.8X 0 6X TO 1.8X 2R'MIN. V O.0 3 D.27' 0.00 O.27' ROAD SHALL BE CONS TRUC TED T O THE SA TISFA C TION OF SGL'THER.N CALIFORNIA EDISON CO.MPAN Y. 8� MAX. MIN. TO MAX N�! >b MAX 2 9MAX - - - - - - - - - - - - - - - !•;,; /RANCHO 3 0 �iN >n MAX.uAx. >v-MAXwAx. -� _ C�ICAMONGA W 26. IT /S THE CONTRACTORSRESt ONSIBIL/7Y TO COORDINA IF W17N GENERAL TELEPHONE COMPANY TO RELOCA 1F TELEPHONE VAUL T. 8 48 GRANS/Tl0 GRADE 0077 3 5 IRANSl770 GRADE 7nFMOnTH 3 7GRA DE no oo� U SAN BERNARDINO AVENUE 27. CON7RACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND LANE/ROAD CLOSURE PERMIT FROM THE CITY OF RANCHO CUCAMONGA FOR ALL WORK WI77/N C/TY LlM/7S LOOK/NG UPS TA TION LOOK/NG UPS TA TION I�L s.P. R/lr 28. USE TYPE-2 CEMENT FOR ALL CURB, GUTTER, SIDEWALK, REINFORCED BOX CUL VERTS, CATCH BASINS, T YP/CA L SEC TION - E T/WA NDA AVENUE TYPICAL SEC TION - E T/WA NDA A VENUEVAEY BOULEVARD CHANNELS, AND OTHER CONCRETE STRUCTURES /N SLAG CONTAINING SOIL, OR AS DIRECTED BY T������ ��� ��'�� ���� � T/4��T LL STATION 45+30. 70 TO STATION 46+82. 70 STA TION 38+50 TO STATION 45+30. 70 -THE SOILS ENGINEER. S- /� ';,.w 9C %G j i l Jl 3 8. 7 SCALE: 1"=20' STATION 46+82. 70 TO STATION 53+00 vo scALE 10 10 29. TtiE TOP OF Tr-lE REINFORCED BOX CUL VERTS SHALL HAVE A H- _4 VY BROOM FINISH. SCALE- 1 =20 Ess/""� FOR REFERENCE ONL Y 30. TNF BOX CUL VERT A T ETiWANDA CREEK SHALL BE CONSTRUCTED USING Tf/E STANDARD :ABL ES AOR AN �� �• HAC 8' SPAN x 4' HIGH SECTION WI TH ALL REBAP LENG Tf>S AD IUS;ED FOR A 3' HIGH SECT,aw: ,,�� �`' �ti�`� VICINITY /NAP � (T FOR CITY OF RANCHO CUCAMONGA R.O.W. ONLY: 31. CONTRACTOR SHALL NO77FY ME7ROPOLITAN WA TER DIS TRIC T TWO (2) WORKING DA YS (MONDA Y THRU CD m NO SCALE THURSDAY) PRIOR TO ANY WORK WITHIN 7HE VICINITY OF MWD FACILITIES. CONTACT MR. CHARLES No. 41627 � APPROVED BY 1575 POLING OF MWD OPERA 77ONS MAIN TFNANCE BRANCH (213) 217-7747. Exp. 12-31-99 P ' OF- CA��F� I� /C 24953 �` C Y ENGINEER DATE R.C.E . BENCH NARK s8 co suRuL-roR DISK STAMPED 700-22 1958 SUBMITBr. L.Ls. REVISIONS COUNTY OF SAN BERNARDINO STREET IMPRO I/EMENT PLAN SHEET.- DESIGN eye MART K DA iNITiAL DESCRIPTION APP" TRANSPORTATION/FLOOD CONTROL DEPARTMENT VD. L OCfa TION.' 5.00 fFET BELOW RR TRACKS (RA IN L/NE) / � OF 0.4 Ml. EAST OF E77WANDA AVE AT AT&SF RR, D.R.C. DESIGNED Br DRAWN BY CHECKED BY 58.2 FT SOUTH OF SOUTH RAIL (MAIN LINE, 96 FT. WEST ENGINEERING ASSOCIATES k 10 FT. SOUTH OF SIDING SWI TCH, 10.75 POLES WEST OF c"E`'�E'� e v WMA/NK NK/EMH P✓H H TITLE SHEET 5 SH TS MILE-POLE 9.j /N N/W CORNER CONC. SLAB FOR MWD VALVES PA L J. HA DA R.C.E. 41627, EXP. 12/31/99 M.A. Mail P.O. Box 6087 • 92412 INSIDE A 6 FT. HIGH CHAIN LINK FENCE CAGE. Phone (909)884-8804 FAX (909)889-6143 Rt oMME,vDE� a y SUBMITTED BY C.D.E. RECOMMENDED/APPROVED BY: 225 East Airport Drive, San Bernardino, California FILE NO. ELEVA TION.• 1125.014 DA TE.- 3 & P.✓.H - �.; E77WANDA A VENUE 34060.821 02196 REVISED PER CITY Of RANCHO CUCAMON6A LANG ocvELO Eor EN&INCEFZ DATE DAIi-t1�/2*/�6 r/ME-12.•ff PAri�IN/Cd'�C•V/CADffZ\040160\Et/WANDA\Er!'-SHI.DIirG _ __ . ____ __ 1. I I i i I i _ - - . - .-- -- - _ - . _ _ - - . - - , . -- .. ,- , __ - .., . .. _ ,. . ,- _ - _ . _ . . ., i. ..—w.._.-. ..- -'--T ------ ---- i_--' - .,.__._... -...L........___._.'. _,_ —'- '"-- --- ". _ , . . r I , i I _.. t. r _.+_.... - -- - - - -' - - -- - - + - - - - .. _.y......1__ .-_ ' .- I I ! - • - _ 1. _ I r ; I I I I I i I i i .'-_� _. _.-.+__. ___.1-_.. _ ._._a __.-_.i "--1. - __+ .. __ .._ r. ....__ __ .,.__ ..L -._i— .A -_-1._ . I _ — .. _ _ � Ip I i _ Y - - --- ----- r "-+... ---+-- - - - - ._ _..--_ — -�- -_. - --_I.. _.. .r _. - ._. 1. -. 1 -`---�- - - _._i_ -_ : I ____ a -! I - -�- - - - - I _ _ _ _ 1 -{- w __ __�_ _ _____ _ -___ _ __. j : I r ; f ti- - - - - +- - - J- - ? +- +- - - . _____i_ ... : i I I � I 1 r -- - _ - - -_- __. - 1 __•_ _ _.i !- a I ..___._._ _- r- i I 1 -' 1 : i 4 , ., _ l_._ _-.._.. _ ! I I , I j ! I i i - - — .__ .._. __.. .. _.___ .. -r --_ - _._.__.___ ._ - __.. - _ _.._-. ____ ._ J _. __�__ - ___�. -..____ —--r— ---r --- ._ .i_._. 11 I I I _ _ _._ _.__.,_._ _ __. _ __ _._ .. _'..__ __ _.- _._ _.. ___ .. .L__1 1 .. _..._. _--- - : • - L : : t. i ' 1 : i .... ... .. .. .. ..._ _ .. _ _. _.-i_- - + -- - - -- --- -1-- -4-- - -- - - — - - - 1-.. - - I I -i r - {- = 4 -: ---•. _.. ,._.. - R -- -- --- ,. -- -�-- -, --- ----,. .- - - -- 1 - - - -- I . r i �- - _.. - -{ - -t - ;..__�_. --- - t-- - -a - - _ ---• , --' -- - _, - - � - - - - I I . : I : I -+ - b -_., - 1- -� - - - '- - --I--_:. ._. ,--_ .__. ._1_ _.1 __-. _. .. -- - I I I I I : r a._ — - -�- -{'- -- '-- -•-- _ _ - _-. ..._,.- _- _. _1_. _. I i i I _.�_. - �- - --- '^- -`-- - --F -... _...;,.._..1- --1- ---• ----'-_- -- - -'--.. -_, __. t--. _ r : , r I I - - -. _ ... -- --- ...--' -- --. ._ - - --- - -''- - t I I I r -- - - -' _ _ I-- �- - - - - - - - - _. _.- ._ L I A - i - - -- - .__ - -. ,__ .. . . - _ -- - . -- - - - _ -,- - - - - r - - - • - - - _ _ -.a_ . . _ - _. . . _{ - - . -__ . -- - -- ---' - - - -- -- - - _. ___; ,. _ - - - - - __ . _ . . .-- • -- - - ._. I II I , I xrsnrv� €©OE ' p,�4WJN r - ; .. +__ .._ - - , - -_ .. __.. __ _ . _ _ - - - - _ _ -� .._� . .-, _. , ._1 . , - _ ._ " _ . : . : - . - - � V I I I - -- - --- . . .. ....--�'- - •-- - - -- -- -- -' --._. _. . - _ .. .... _. .._ ... - - -' --. t- _ - ._... _ .. - _---.. _ .-.__. ...- '.---• - -- - _ I I ; : V I 1^ �_ _ _._`__ _.._-- •- --.....__a __-_...._- -- .1.. _....- -' --.....- '--' -'- ._-. '- --`- . t_._. . .... - -' - - '---.._ - -- .. .. ---'" - _) - - - ' -- _. - - _ _. __ - .---- ---- '-- ._. .. -_-- L �._. _ - --' --- - I - __. • 1 _. ..-- -'- -.-. _ r - — _.L -�--­ - - .-+ -. I I JV ! v I - - - _.._ - _.._.. - _1_.. y � V • v O O - ` - - - - --- - .-- --- -. _...- -- -- -- r - ZZ) .._ _._....-. _. w . ._.._... _ I o W I v PROPOS w �; - - - - - - - - - I � •EDEA � - - -- -.... . ---. . ._ . __I.. . _ .___ 1... - -�-- • V 1. I I _ ,. . , - A y / 2 - - w - --- - - -'- - -- — -- Q) Iry� w .. _..., -- - - i __ . .. -.. _.. .- _ .- 7� �J n w /o 1/ - -1 - • _.. - -- - .. .- - - -- C?� . __ S1 Q. . _ .._ -.. -• - O "� . . N - -- _ _ ._. __ . - ___ . __ -' - - _._ _ ._ ... _.1 - - ..... _ .- - - -�' - __ _. ____... _ _. _ I -I.. (i O : 1.4Z o; ' IN Z V O DO Q C9* Q OOj�OQO QO p�j I w � C.L. w mow.. ---_. ....__-.. ..._- _ - V � w 990 ;. N 6.90 ° 91 _ TB 40 RT ' _ .. - - . w 2D�` _ ._ -. __ . - . - .- . - _. _.. - - - ._ __ -- - - -- -... _:. _ ., __ ,_ _.. - . ._ _- - _ ... -_ -- -- - . - - y - -: _. o - - �, _ .. _ _ . __ - _ __ - ROF/LE GR (p 88q), - P C ADE " - -- - - _, .. - • -_ . _ • - -_ __- - - - - -- - o _ - - -, .- + - - - _- _ _ a. . ,_. :- _ _ N h m - . o __ N .; .. . -- - - . - , . ._... a -_ _ , . . -- -- - 0495 �, _.._ ._ - - ---.-- w1. _._. . _,.. _. .a . ,_ _. - rn I � >t I — . , .. .. .. _ .._ -- _ _ __. ._, ...._. ,..._. ,_ _— ---- - _ _-. - ....---- I �N Q . .---' --......_. ...I_ -.1. �_ .,.__ _`_ - .- � ...._ -_ ._ __ -. . . .- _. . ...... .. . ......._._ __.... ._._. _.... _ ..,._ i-. _ : .... ...__ .... __ -..{-_.__- .._ .___........_!. .-­- ._ _i._..._...___.._..._ .._ _ ,- _ ._ _ -..i- ._._. ....a .. •� O `\ .� I .I _'... ... ..1 I .If I i ._ ._ _ _... ._ ._ _ _ _ _ .... .. _ - _: . . _._ - -, ._ .L. . _._. - I PROVOS -- - 0 m.W ° W1 Qj 'T.1 ler. -- ' - w L . CS �1.{_ tc a "o - -- ---- a ' - -- --- __a 1.2 : W TOP OF B li�I . --- _ , . .. - ,- -I--. .._, _ _._. h ki W o �r I '� O a •-- .. - _ . ._. w --- - - - . _ - - - ----. ---• - r - -- - _ -, . .- '-- --- . . --- -__ I n O W 1 'w44 W w PA EAG - _. _. _ . . _ ... ._. . -.__._. __— ;__. .. �._. - ,. -. , _...-- ---.- ..�_....� _. a . Q o rn "� `* OF VEM NTE 89%� r lGHw _.. ___-______.____ .. . _ - - - - . _ _.. .. � _ _ - . 7 .. � o 0 :_ _._. w - - -- -- -—-... _. _ - _ __ - -_- - - - - - - - - - - - I EX/,SnNG EDGE Of PA VFMEN t 1 _._._ - y- - -' . - - _ ._ __ a _ I - -- -' -'- •- -- _...: _ -- -- -- -- ._.....1. - _.- - • - ---. _.--- - ! '-- _ _. _ ..-_.. •- -- - - -- . - _ _ . _ _ ._._ _...-- . - - i I - (3x� :�� - . _ _ a - - - - - - _ ..- . -..--- - -.---� - - _ .- - - - . - .-+ - -- - _ - -,-.- -- _ - - - - -i - - ;. - -_ , - _ - - - ' - _ I I 1. I �- - - - 1 , i - � , , f , - '- - - I , - -a - - -,- +. - --. _. - - �_. .- - -- - --r- __. I : I r ..__. .... . __ Y _y . - ....I- _ __._. _... _ _ ._ w I .. .-_ - -i___. .._._ _ ! 1 { I i J I A I I I I r I i r r I - i- -__,_ __ _ .. ___._. - -- - .-. -- - - -- - -- --- - - - ---. - - ------. _. •- ---'— ._ .. - --.-.._..._ _._1 -_...� .. L.- -+— —t-- - -i -. - -. --. — I, - - --- -- --- -- -- - - — -, _,-_ -- ! I r ; I - , I r A , I . I -t - y - �' - - -! - -- - -- L - -I -. - - -. -.i ... I - __ _a- -— _ - _ .._. _ _ i . I I II - - - -, -- - - - _. - -- - - - - - .. - - - - _ 1 -- - - . y � � i I I , I , . __ ._ -- .__ - _._ _ { - J i I I I _ . !. . _t.---. ---,--- "- -__._,- . _I _ - ,_..__.- _r -_ ---I--- I r I r : I - I , I I I I _ __, ._._. __. ,_ -_, _.I- -a.-_. -._._ _ ______ ___ ___ __ __ __. __. , , , - - 1 I : I __ _ __. _ _ t _y ___ .. .'..__.._. _ __._ ___ _ i_ __ _._ _._. _. . _ I I .- .. _ _._..__. . __. _. _ __ _._i. _. _.. —. ---i _ _. ___._. ___. , -.. _ __, __ _.___ _ � I r r I ' I I I I I - ___ ._. ___ __ __ _.. �. _._r_._.. _...... . .... .. .__..-_ _ __. ____.y_. _ __.__ _ _ __ __ _. _.__. _ _--_.- ____ _ I i _ __ _ _ a______ _ __ ___ _ _._ ___.___. _.__ .. _ ,_ _ a .3.3f 00 J4+00 J5+00 J6+00 J7+00 J8+00 J9+00 40+00 41+00 42+00 4J+00 44+00 45+00 PROF/LE SCALE 0 VERT- 1 " = 4' 7 v HORZ.• I " = 40' Q 14) SCALE.- '� = 40 ' SCE E TI WA NDA GENERA TING � TA T/ �, S ON W z 'I- CIL 6th STREET FUTURE R/W LO 15 EXISTING CHAIN I � - - - EXISTING R/W W x �, - - - - LINK FENCE - - - - - - - - - - - - — - — x - - —_ - - --- --- - --- - - _ - -/7 -- -_ _ __ W �EX/STING E.P. . — — , — — — •_ — — — — _ _ � — I — - — - -- - - - - --=�- -- _ - - — - — — — �-- — — — — — - ----- --- _ - - - _ _ - T - - _ - - -- - - - - -- - --- > ; 1, -� - - - -- - -- -- Q �, — _ -- =. - ---- _ © COLD n� —� — - —_ �— - - - - - - - - - NEA O/N -- ,- —_ ` — �-- OANCH� Cu&4MON 33 - - - _ �- - - - --- _�� —� _ !007 19 E. _ - -� - — - ` �l 34 35 36 37 38 CO rY 9F SAN �Q RN R, /NO 40 v — �—% - - � - E �� 2' OFFSET '�� �` � � � ���� 2 3 43 � 4 �4_ - --- - -- - � �E H�1 G O �� �� �� V 11%. � v I O� !} _ - 7- `` L_ _ rz -- _ - � __ EX/STING E.P. - , 0 - - - - - — - - - - - - - - - - - - - - - - - - - _ - _- _ - ---- - _ - i. _.T �— J _L — ExrsriNG R/w — — — - — — - — -- — Oo Z j FIELD CONSTRUCT FUTURE R/W I p 0 2 GRADE TO DRAIN o PROPOSED R/W + W � FIELD CONSTRUCT Z Q Q W GRADE TO DRAIN Q 1 � Z W \ o % ? o < z o 3 SCE TRA NSMISSION h ^ CORRIDOR W vJ I \ UW % � N � �O O N h � O �'� O OQ h N � �Q � cc � Q O �� O V k O UW Q, O 14. W Z o �� o OMIT OF OVER LAY Qv +� z Q% Q i; Q ETIWANDA A VENUE * k Z N _� (n z W� o � 0.10' MIN. COLD PLANE O•!0'Mf N- OVERLAY � W Q �Q Q � �Q W � W \ � m® W 3 � �� � \ 12 12 _ CONS TRUC TION NO TES: _� 2O CONSTRUCT 8" A.C. DIKE PER S B.CO. STD. 117 RpF ESS- O P �.. HA�,�F ` \ � EXIST. AG. o CONSTRUCT 0.60' A.C. PAVING OVER 0.75' A.B. aJ -V COLD FLANS EXIST(N(, 12 REL OCA TF EX/S 17NG POWER POLE - B Y S.C.E. w � AG FOR a.10'MIN- MRLAY � � FOR CITY OF RANCHO CUCAMONGA R.O.W. ONLY: o: No. 41627 2 1 ADJUST . � DJUS MANHOLE COVER TO GRADE Exp. 12-31-99 sAPPROVED By � I s 7 s P h , 48 CONSTRUCT 0.20 A.C. 0VERLA Y 0 OF C&\ �` SEE GEN. NOTF NO. 6 .010 A.C. MIN. ��--� P � � TY f C aL CdL D PLA N E DE TA f L (NTS) L � � ll�� � � � 24953 ITY ENGINEER DAIE R.C. E . # BENCH MARK sBco. suR�roR olsK S7AMPE0 700-22 7968 svati�' _' r.* L.9,IN.K. ��✓�s,�� � COUNTY OF SAN BERNARDINO SHEE-r• OCA TION: 5.00 FEET BELOW RR TRACKS (MAIN LINE) �ZS,G% 5K. VaRK Ja TE ,N=nac Dc"SCR,P;iOPV AP�'VG. TRANSPORTATION/FLOOD CONTROL DEPARTMENT STREET IMPROVEMENT PLAN 0.4 MI. EAST OF E77WANDA AVE AT A T&SF RR, D.R.C.IN.K. 2 of 58.2 FT SOUTH OF SOUTH RAIL (MAIN L/NE, 96 FT. NEST DES GtiEE a� �Rnwti B" CHECKED �� N_�KtZ Tu ENGINEERING ASSOCIATES �f 10 FT. SOUTH OF SIDING SWITCH, 10.75 POLES WEST OF � - r WMA NK�EMH ,-JH/7H MILE-POLE 93, /N N/W CORNER CONC- SLAB FOR MWD VALVES PA J. !-/AC JA R.C.E. 47627, EXP. 72/31/99 M.A. Dail P.O. Box 6087 • 92412 SH TS INSIDE A 6 Fr HIGH CHAIN LINK FENCE CAGE SUBMITTED BY C.D.E. Phone (909)884-8804 FAX (909)889-6143 E T/WA NDA AVENUE A R� �aMEti 'EG B 225 East Airport Drive, Son Bernardino, California FILE NO, ELEVAT/ON.• 1125.014 DA TE- S `� P.✓H RE C�MME!vDE`;'APPRCVE[; B��: s,�/ 34060.821 I Ll/2N� t )_ REVISED PER GTY OF QANCFIO COCAMON&A AND bEV9 G Eu,- LQimEE2 D J S7-5- D4rE-04/24/96 T/ME-20.•90 R,4r1f-!N/6KJ-C.- \4CADR12 \34060\Er/W4ND,4\ET/-SH2.DWO .- p --, r r . i 1 . _\ J . _ - y _ . .- -- -- ' -- - ---... ..- .- . .. _ - .-.__.-. - I 1 ; I I I ' - +- .--- - .- - -- � .... _.... .. .. ..... .- - ---.....- --- ._•-_ ... . . . .. .__.-.. . -- � _ -- --_.._ _ ..__ _. _ .. .-__-- -..__.. .. - -_..+ ...- .- t.__ -- �._ .... ._- _ y - ..- .l. _ . ... - - .._-_-..... _- .. -- - _ ----- ----- - -. , a-. .- I -r.. .. _. r , , , ...- _ --.-... .. ..._ .-... ,.-.__ _ .- - h I I j I ' 1 . _I --� - -" • - -' I. ,_ ...- - _� ... - -- "- - _ 1. a - - .- - -- _ .. _. _.-'- _-- - .- _ _.. .-- ♦ - - - --1 -...._ _. _ - _ _ -- � i 4 - + I I ^ I I - - : i - - - - - _ - _ + _.. I I N �_ I -, - - 1 �.. - - . F P T - - _, - . ' XIST/NG DG I ^ .......l -- ,.-----.. _. - -.-.,._�-- I --.-•---- - ---'.---.•-._- ..-. -a-.. - --.... --..-J. _ a.. ... ....... ... ... . .... .. . . .. _. . . .-. -. .-- - ', I I � � � . , i w : 1. x o 0 A VEM N I E O . 1 , v - r - - - - _ - - _. _.. - - - .. - - a_ .. __ _'._.. . - •-_- - - -__ . -- -_- - - -' - - ' - - - - - _. -- -- -•-- - - -- - - - - - - �i �O O � .._. + - i_.-.. - i _. _ . . -- . - '- _ .- -- - ' _ -_._ .. .- _ _ __, _._ ... .- - ...--- . -- - - - --- , I JV v ° . . I I � i- V C,i O J O _ ... LEFT . ^ 1120` - FT - - - , --- __ _ h,' LE - 1. - (� � o ^ A . . I , ,. .,- . .. ...... . . . . . .....-. . _. --- --'--- .._ .-.._-. .,- .-._. .._ .._ _, -- -__ -.- r _. _. _--. ,...-_ . - - -. ..-._.a .... .. - _.- - -. _- - - -.. . _ - _ ^".� 0 _ - �1 . _-_- .._._.. - _ - _:.-.._-... _. -_ _ r I t^ V 2 EIUS7ING EDGE (Z . . . • _. _ _ . __ . . _ _. r w I ; Q Q .. _. .. . -. j- �- --. . .._-, . + . -- - _. • _-- .. _ .-.._.. .. _ _. _ _. _. -.. _ .. _. I OF PAVEMENT r - _ _ _. - _-._ ., _ ..__._ . .. _ _ , _ . .._. .._.. - --- ._ ;_ V U � O . .. . - __1- . .- - -- - .. Y _ �'OPpSEYJ A C OVERLAY 20) � d P � J v v . - _ _ : _ . _ - - - - - . - M 'Y 1. A : r , -_ -....i .._._.-...._ ... .�.- ._ _ .- _ _..-.- - -. ._ _ _ - ._ -._.L.... ... .. _- .. ..__. --. _ .. _._...-..... - ...- _..__ .. _ V : I N - -.- - --. _ _.. _ - .. ;_ _. . _._ _ - . . __. _, _ -moi -moi . _ -- ; _ _,_,._ --- ._ I I , D 009 I , ,- - . .. - - ._ _ ._. _._. . - -- . _ - - - - - -- - - . 1 . . . -. I ._, _ , - • - - - • -'-- - - _ - -- - - -__ __ �_ - - - - - �+ ,,4 - - ._ _ _ _ _ 1 ^ I 6 6 0 1 � ; } . <j C3 1* N ; j 4j ,✓'' j � I i ^ -4 _- -_. -- - .. _.... .- .. - O _ O O . .__._ - .___._ __-.._-. _ , _. O ____ __ __ ..__ , . .. _._ _ _ -. ___. __ _ V (x� 2� 1.;2 r''- 1 ^ . � � .1 (0 0. ^ �r A ^ 1.279 °o �;k'�W �2,9 C.L. � 6 . _ _ _v ____-� h tAi oJ J N ry ^ ^ t.4B% __ .. - - __ o v �� - - • • - . __ . -• - • - - -. ._ _ - - -- __ • • - - _ ..-..!_ - _ . -- - -- - -- __ .+ - • -- _ .. - -- -- ._ _ - I L. + . .. ° V Ci d N EXYS77l(IG /L PROFILE GRADE W h h `s 0^ti - .. _ - __ ... - - - - O • +., - _ . . - '- ... _. - - . . _. - ._ _ __ .- - ._ _. 2 - . _ ._. - - - - ._ . _ ...- - - - _ ) v V �, o of 1699 � h� � h �, W^� - _ .. r -- - , - - - . . - . +. 1. - - --- - -.- .. _.- _ - - ^ O O _ a 1.21 ° h m ^w - -._ . -. - -. - - - -- 1. _-._ .. _ - . _ _., . MENT . ^ ^ ; 29 $ � o , r OF PA VE - 2 , . �'1 - _ -' - ..--- ._ ..-_ ..__ --" -- --.... . '--• --' .... -_.. .___._._4 .- .-...--"-- •_.--- ''-- --" -.._ .. -- --- ,--- 'a--_.--- -- ''--- ..- -•---.+.- - _ .. .. _.. _. -. -... .__ . .._-. .__ - __ - O /� o �2 h m -� • A .- ... ...... V- - {� _ �... .. } ..,. -, ., .. ... ...... -.._ ...-. .. _ , ..---. ..i" _ - _- .._ .. _ _.._.... ...... ....- a.....__ -.. . .. - + ..._ .... ...--•--'- ' ...._ _. ....._. .-_� ... ._-- ..--..__. . .. _. - __.-..... __....__ ......__ - _._. . ..... .. ......_ ._- . _._. ._._. __.. _ ._.. ._- .. _ ff •• __ ° OP ED ,. .. . - - ' I J 1 T T ^^ R7 O v] V O v �!. ¢ ,�mrOP OF BERM f 9 ^ ._-_ .- - -_- ..._.._._ .... _ - .. -__ .. .-. -_ __- .... ...... ..... ._ _.- ..._ - ; _ _ _. - -- •--.­­ . _: _ . .- }- ---, _ - . - - - -_. -.- ._ .. - - a , G -- w -_. ... . _ _.._ 4 - •- V N - i - - - _..-.__ - .- - - _ - O !6_ .. ..Q - - .-- . - . ... . - . �r _. �.3 _ _ _ .- - -- - ..- _- . -. _ ...-1 I- - -. - - -- - - -_._. ._. _- - - --- - w n o ro .39 ^ � ^ 1.32 ,. . . . ---- r ---- -_•--_ -- _. _.... --•- ' - ---- -- _ -- - -- - --. ._._ _. . -- - - - - - . .. -•-- ..,- - - - - - ---. - __ . - . - --- - . - .-.._... .- - - N • of Q4 - -a._. _. _ -a - - - - -.. - . _ ..- __._ _. - .. - O I , ' ...- - • --.v _. .. . - - _.. _ _. .__. - _ _ _.. - - -- - ..__ . _- ° °p v + ~ PROPOSED I _ . - _.-._ 11 tO m m a $�`t ` ^ TOP OF BERM 259 r - ' O : RIGHT � � ^ Vt % ; �W C, ^ - - . . �, .. _ . ... .. . _ _ _ �; . - . _ _ - . ._ _ _ . ... - ' - . _ . _. _ _ _. . _ - . _-. . . _. •- . . - - RI , ^m 53y - , - --- -' - -- - • _ , . - .. .. _.- _. . ' - -- - _ . _ _ - RIGHT o °j + '' I - - - - - - - _ - - -.. - - - - _ - -- - - . - - • - . - - --- - _. __ - ,-_ _. .-. _ _._._ _. . _ .- - - - -- - '� v 1 h 4 ° ^� , 1. : _..- -- _.1� ,. ..-. - -- -. . _..._ .. - - -. - - - - --- - - .--- _. y N I I - -- - + - - - ^ , t/) .�to - - - .- . - - __ -- --- . -- - - _ . i 1 _ _._ R f a _ _ _ _ _ _ _ _ _,_ GU I : ° 1 169 Q lNE X_ � � � - - - - - - • - -,- � - - - - . _ - i - - • - - ` . _•- _ - - - _. FL N2 _ _. _ _ _ . - - --- - -1- - -- - . - - - - -- - - I- --- - _ _ - a - . --. -. ... - + - - - .--- -- - - --- -• - -. _ _ - - - _ _ . __ - - - -- - vj - - - -- - - _ __ .. - - - - ---- ._ ^� , . _ _ - - -{--- _.. _: -.. . - _ __ -. - , .- -- -- --; _ - - - -- -___. _ _._. __- . - - -- - . _ -♦ . __,- .. - .- - - _-_1_ ._._ _._ - _-... I � . b, (o , - - - _ J.._ - - ... �;• O I I I -a._ -1. - - - _. _ -_ -_ ..-. - - - - *_ I I I �' w 1. I I I . I ; � V n r - • -_-., ._ - -a-.. __ - --- - . _.. _.�-- __ ,-- - - _ - - _ .- - -- _' - - - - - _. i .._ ..- - i _ . ' _ - c� I � 14l. :D. 128 CONC. P/PE .. _,_ .. . - _._ .. + - - - _ _ - -.. __ - - •-- _�__-, _ � - . -- • a - - _ _____ - - -• -� - --..,-.._ a- -. _� _ __,_ .. � - -- - - _ _ _ I . : 1 I + - - _ - - _ - . I I - I I I I I i I 1. -f 1. ,_ 1 __Y.- _- __-__. --- _­�. _.-- _, ___ _. .- _ .. --I -._,___ _--.._ 1_-. _.. .. __... 45+00 46+00 4 7f 00 48+00 49+00 50+00 51+00 52+00 5J+00 54+00 55+00 56+00 57+00 I f 58 00 PROF/LE SCALE 11 � o � IW m VERT 1" = 4' Q Z. Q U WW �2 2 j �, - cn �u to� �V �u �u W , O\ I �C V , V �j (� C Z v (O N� O ^1 J ^l J l W V O I I z z � � z O � OV N k O� QQ Q O� �� 41Q � " Q S Z � k � tJ (;C) > ON- Q N J O h D - 'W ZZ �Z �Z ZZ gZ UJ O J Z -, � Z � O V ^� � � QU N Q U IN O �� W� �� �W� Q o I I i h 3 O SCALE � " = 40' J Nc � N� ►� J� N , Iry NV �W � V �V - � 0 o � Q �� �� � �L �`� I "I I W a� W top �O tnO t�O �O Ov Q Q J� 1 ►� J Z av 3Z Q 2 Wa Wk Otl W� W� � �' � EXIST 6" L4 � � � W SCE ET/WA NDA m GENERA TING S TA TION � Q (n Q) L4 J 3 �O � I I I PLANTER CURB � � W � � V �O W v 4, L W� � PRO TECT /N PLACE W '� LZ W Q � O Q x Wtl 113 � � � W � W O� W W � W W I Ex. CURB- FU TURE R/W __ \� O PROTECT IN PLACE FUTURE R/W -'� -- - - - - - - - - - - - _x - - - - - - - - - EXISTINGR/W is EX(ST, R/Wks fi I \ PRO s — — — — - '_� _� ,,� ,� -- — EXIST. EP \�\ ` \. �EASEMENTQ ' � - ' EXISTING tP _ \ __ / .' Y TL _ I�T� _ _.. --- "T- _. - _._ -._� F - --._y.--- .. _.— _ -. _ _ I I Q v - ---�-- - ! _r,_. y" _ -_- L O _ p __.1 _ _ --- --. -- --- - - '� � � _ ,rte= k. 1. v 47 � \ SL \ ---a a �' - N �DLD�CAIUE A�Z�J01N--� coNc. w \� _ �, �_ �— _ _ 48 So 51 N.00 '19" . 2 �� , w —� I 11-! – \ – – � – \--�_ — _ A _ LN \ SE�LL�TJ�I L SNEE T Z 54 Ss _ Ss N A �. \ �` o � �� `� .� \� V v 4 �� �� -�-- - - - -� t-- -5 •� v '� ,,� \ 2 A \ 3 \ :� \ O 15 S"'>d 2' A.C OFFSET ca1,� ' � ;H 1. V'Z�Z� ' NA ��— `9 3E' G -�-- —3E� �' _ p 1 + — --0 y T� N � A- \ \ 3E' c 3F N ' I I / 77 1 1 1/ '� // I I/ 11 - I/�� / �;Z:�t ��Z 'I/ / / I I I ,I�I I " ,—\", /__:� - — — q j — — — __ — I I/ 0 -� 4 /P J c � — — : _ .�- -. .. -_ - - - - _ - __ - -- .___- ... i, _ - _ __- ___-_ _ 3 + _ - — , 6 O 6 - CURB RETURN j' — — — — — — —T — — — — • — — — — — — — — — — — — — — — — — Y - - o - - - - i + b E,i�ISTIl1fC�JE.P. CURVE DATA: '~ Z 3 1�h d=90�0'18� W o W v ExrsriNG R/w } �` �, PROPOSED R W ^ v o 3 1 of %�V R=50.00' O ^ / W N "* Q �I 'X _ I ,:. I L_78.54' "� FU TURF R/W 4i N " R Q Z Z o O FUTURE R/W h � EXIS T A.C. DRI VFWA Y Z v 2 2 40l Z UM/T5 OF a-, r-So 00 �, �, W W Q W Z v W'CONSTRUCTION a Z to m N � 2 ® s a to W R � v v v 4, v � v v v v v z 4, 3 0 O W of W L W W PROTECT IN PLACE � � O m �' V I V N Liz 2 v � j � Q O V ^ QQ vu v 4i �p 4, N_ v k NIZ O i SCE o TRA NSMISS/ON J �, (5 e CORK/DOR ° e o®� Q Q e o J k m CURB RETURN i U k _ 4j to Q Oo V o � L h W o � v � d �+p Z - 2 2 N Q �, Z Z U V Z 2 2 W Z O v W W O -C O CURVE DATA: O \ I aC (n Q a - O R1 Li � = Z N ^ Q�. ? Z Q W ^o m d_8959 42" W ' W 3 m k' N Z Q tl Z Q � R-50.00' �.-lL �I h Q � � � O Q J 4i 'k ^, / ! O i ,. v k' � v �, 2 v 2 v 2 v = V v v � L=7854' 12 14 I � �� °_ . ET/WA NDA A VENUE � o � o � � Woeo- tno too � � � 0 U) o �' v � o too � o o kh I� Q T-5000' Q� 66 - O Q- 410 vZ W UW W �iLzj tn � W W WR top 4) W � � � W � � � '� � Wr � � W � W � W W W �h O O Li Li to O � o � ti Q,� th W0 7' "�26' -L26'-� 7' Q 4 12 0P ESS/ (O Q 12 4, h Q Q�, � � W I 1 �: V`c' CONST ND TES'- ' �� � � � W Lo WQ E �u? J qC oc to m W Q4 �. C� F v :1Z I ��" J ti� 1 CONS TRU T R TTER PER r . 11 N T?? T A R - Q C 8 CUB & GU E E S.B.CO. S D 5 6 COS UC HANDICAP AMP PER S.B.CO. STD. 110 A v �� 40' M. W.D. 0 FOR CITY OF RANCHO CUCAMONGA R.O.W. ONLY: 0 O 1 ADJUST MANHOLE COVER TO GRADE V NAPA S TREE T N o. 41627 2 2O CONSTRUCT 8 A.C. DIKE PER S.B.CO. STD. 117 1� REL OCA TE EXISTING POWER POLE - BY S.C.E. �� EASEMENT * Exp. 12-31-99 P APPROVED BY Dw� I S7S 16 ADJUST VALVE COVER TO GRADE SEE PLANS PREPARED O CONSTRUCT 0.60' A.C. PAVING OVER 0.75' A.B. 1@ RELOCATE EXISTING TELEPHONE VAULT - BY G. T.E. BY CMEA �F CA11��F0�� - ® CONSTRUCT 0.20' A.C. OVERLAY (� � Z�� t 77 !/ 24953 O CONSTRUCT CROSS GUTTER PER S.B.CO. STD. 119 14 REL OCA TF EX/S77NG C Y' ENGINEER DAT R .C.E. SEE GEN. NOTE. N0. 6 (0. 10 A.C. MIN.) ✓✓n r BENCH MARK sa.co. SURVEroR DISK STAMPED 700-22 1968 SUBtiIiT BY. ;'' L.B./N.K. ��✓s o,�s COUNTY OF SAN BERNARDINO T SHEET LOCATION:5oo FEET BEL OW RR TRACKS (MAIN L/NE) _?_S.G•Y BY.' VA �A=E N,If _ DESCR'PT%o/ ApP'1D. TRANSPORTATION/FLOOD CONTROL DEPARTMENT S REST IMPROI/EMENT PLAN 0.4 M/ EAST OF EAWANDA A VF A T A TSF RR, OF D.R.C./IV.K. DEM A a DRAWN BY -H ,I a ENGINEERING ASSOCIATES 58.2 FT. SOUTH OF SOUTH RAIL (MA/A( LINE, 96 FT. WEST '4ESKES• ;'r WMA/NK NK/EMH PJH�# 1-1- 5 & f0 FT. SOUTH OF SIDING SWITCH, 10.75 POLES WEST OF MILE-POLE 93, IN N/W CORNER CONC. SLAB FOR MWD VALVES PA J. 14ACUN R.C.E. 41627, EXP. 12/31/99 M.A. Moil P.O. Box 6087 • 92412 SH TS. INSIDE A 6 FT. HIGH CHAIN LINK FENCE CAGE / SUBM TIED BY C.D.E. Phone (909)884-8804 FAX (909)889-6143 ETIWANDA AVENUE FILE NO. 4 ' -�Mt tiSr; a $ 7 9�o MO K F BfOEW 1,I've!N CURE "PIRN PER 225 East Airport Drive, Son Bernardino, California ELEVATION.• 1125014 S P.,/. /23/9(0 REV/SCD PER Ci TY OF RAN 14 REcoMMEtiI ED 'A OV<< a : Lf 34060.821 DATE. 9� Gll2/9� ly REVISED PER CITY OF RAN-!0 CUCAMONGA TI P T £ IA I IR DATE � 57-5 DATE-04/14/96 r1W-20.•84 P4r11-!N/CKJ-C.• \4C4DRI2 \34060\Et/NANDA\E!Y-SH3.DWO - i