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HomeMy WebLinkAbout1769-1w > a Q HIGHLAND AVE 0 W w South Pacific Rail oad — ---- — — — --- — BAS E LINE MILLER AVE. ARROW HIGHWAY BASELINE SHEET 12 —� rt', PENSTOCK RIDGE RD. SHEET 15 SHEET I SHEET 4 --I L ISHEET 13 -- SHEET 5 // / //P�, II 15 CITY / �'� OF // L II FONTANA o PROJECT N LOCATION W —• /� Z%A W AVENU E � � AVE, 3 \� W F THILL BLD x COUNTY OF SAN BERNARDINO W U LOCATION MAP lv.r,5. SHEET 8 SHEET 6 SHEET 10 INDEX MAP N, 7-6. SHEET 9 SHEET 9 VILLAGE OF HERITAGE,. STORM DRAIN PLANS FOR CHERRY AVENUE INDUSTRIAL AREA IN THE CITY OF FONTANA COUNTY OF SAN BERNARDINO INDEX OVjo SHEETS SHEET Now LINE FOOTHILL NORM DRAIN STA. TO ST'A, 1 SHEETS 16, 17, 18,19 - TITLE SHEET -2—_ DETAILS �5 CON57' 6 9 RCP LINE @C0111,5*7 39 4P - < O CONST. Ti4�9i1/S/T/dit/ �STi�!/�?.' ��� OET•4/C PEEP .S/�T. 21 — /-4 alf 24 CONST. 75 ",F C. P. 7• F Q, 606 CONST. P,PE.-5 iW q .51,,4FT 4A1,0 STEPS PEEP OF741Z_ .5#% 2/_ 3 EA. 6� CONS T, a3 " RC✓P (,P-/- 0,40 ,0 NO TED] -6 L .fF _o � 6S CONST !>BL . /D'X 8' �P. C.B, PER s T. 20 a` 071 Z , j=. - 69 CON57- O51.. /2'x 6' R. C.,5 -/57 L.F. Y 70 TR,4AI,5/T/0/i/ FP001 OBL . /2'x a' PCB 10 OCL . /D 'x B'PCB /- - F, 7l 7,P4/151 7'10N FROW IAB!_ , 8 x 8' RCB TO IBL. /2 X 6' 1FC,5 _ 11 Z.F. /Z CON -ST: 72" /r'Cl" (x2 -Z__0,4,0 AS NOTL-'D� — 200 L.F 73 COw5T, _84" RCP 69-L0, 45 11107 -Eo) — — - - - -- - - — — — -- 4X4 Z./,7 A/ 0 7 CONST CO/1/C COL AR ✓01/V7_ PYR 5HF57- 20 — — — _ — — — — — — 2 at; CDrf/5T. ✓G.'NCT/O�/ ST/?/CT-URE No 2� P�iQ SNT. 2D_ _ _ _ _ _ _ _ _ _ _ - -: _ -- _ _ _ _ _ _ I E=,q, ' Q D! DSIV, • - ,OWT/ W 5Ti3V,-` UW - X09 2,6 f��i 5117- 2 - - - - - - - -- - - - - - -- - - - 2 Ex. 77 iQE/l/l01/ X/57 ` TERPO9R,4RY /NLE'T. EXTEND EX/sT. —{ - — — - — i f'LCEv// A 10 + 00 to /8 ,pCP LATERA6.OD LF TD /NTEQ�5ECT C•TC# 8A -5/N �5/T./7> 10 'B" MEYER, CANYON DRIVE U + OQ to 10 t 00 _ 11 VILLAGE OF HERITAGE,. STORM DRAIN PLANS FOR CHERRY AVENUE INDUSTRIAL AREA IN THE CITY OF FONTANA COUNTY OF SAN BERNARDINO INDEX OVjo SHEETS SHEET Now LINE rr DES CRI PTI1C.DN STA. TO ST'A, 1 TITLE SHEET -2—_ DETAILS 3. LINE "La OFF-SITE. STORM DRAIN 0 + 50.36 to 7 * 80 4 y EAST LIBERTY PARKWAY 7 + 80 to 17 + 74.48 5 It 01 MEYEA CANYON DRIVE 17 + 74.48 to 22 + 25.93 6 CHERRY AVENUE 22 +- 25,93 to 32 4 00 7 N CHERRY AVENUE 32 + 00 to 36 + 38.39 8 " ,, MILLER AVENUE 36 + 38.39 to 45 + 00 91. MILLER AVENUE 45 + 00 to 50 + $0.06 9 LAT. 'B' MEYER CANYON DRIVE 10 + 00 to 14 + 48.47 10 'B" MEYER, CANYON DRIVE U + OQ to 10 t 00 _ 11 °P" CHERRY AVENUE 0 +• 00 t0 11 + 00 12 °C° CHERRY AVENUE 1 1 + 00 to 22 + 40.34 13 I'D" EAST LIBERTY PARKWAY 0 .y. 00 to 9 + 15.89 14- D;. EAST LIBERTY PARKWAY 9+85 'ro 20-+-00 15 V EAST LIBERTY PARKWAY 20-+--00 to 26 + 0 7.4 9 16--_ FOOTHILL BLVD.-REINF. BOX CULVERT' 43-+-00 to 53.+.00 17, FOOTHILL BLVD.-REINF. 80:X CULVERT-- '5 3 + 00 to 63-+-00 18 FOOTHILL BLVD. 63+00 -to 73+00 19 FOOTHILL BLVD. .73-+-00 to 82-+- 00 20 MISCELLANEOUS DETAILS 21 MISCELLANEOUS DETAILS GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE FLANS ANI) Te THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC, WORKS DEPARTMENT. CITY OF FONTANA. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC' WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS, 3, STATIONING REFERS TO THE CEKER[TNES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4e ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO AIL ADJOINING CURBS AND SIDEWALKS. r 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS QEEN PLAL-0 , INSPECTED AND APPROVED, 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS, 7 •• EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE ffr%DS . THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SIIALL. BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5); FEET IN DEPTH SHALL A.SO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE LXPECJED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL MANHOLES SHALL 9t CONSTRUCTED 6" BELOW PAVEMENT'GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE$ 1. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER; THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12» ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S. SOGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 139 IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BYTIII- CITY ENGINEER SHALL. BE INSTALLED TO DEWATER SAID AREA AT T`IE DIRECTION OF Till - SOILS ENGINEER. 144) NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. At L EXPOSED METAL SURFACES SHALL BE GALVAN'ZED IN ACCORDANCE 141,151 THE CITY STANDARD SPECIFICATIONS# 161, AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR) PRIVATE ENGINEERS NOTICE TO CONI-RACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED -GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ;'MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT H� MAY BE JOINING, CROSSING :' N S T R � � T � O N NOTES:x* OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORITHETENGINEERESTICAL CO LOCAT.ONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO ATTENTION PRIOR TO CONSTRUCTION, -OTHERWISE THE CONTRACTOR ACCEPTS FULL ITEM, DESCRIPTION QTY ITEM DESCRIPTION CITY. RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. Q I CONST 18" R.C.P. (D -LOAD AS NOTED) 2/7 L. F I ,Q(30 CONST. CATCH BASIN L = 4' PER SNT. 20 2 E -/L //OTE 2 CONST. 21 �� R.C. P. /DO ` Z �- 31 JL = 5 ` -e- �".9. QI�ANT/TY, ,5/ZE O �c EPT� OF CWTCH ,BA.S/�i/,5 A,QE O _ - O Y ;Q 3 CONST. 24" R. -C. P. _ 69 T L , / \` 3� L = (' 2 Ei9 TO BE CON,5TiPUCTE� PEEP T11,5SE PL,4iVS: 5/71alZ- O AivY oisc.PEP��vcy ���.5� B�"T`YFEiV r�� 57apIl-I � 4 CONST 27 R. C.P. ` 1,534- G.F. 3 L= 81 2,5A. 1W,41 YPLAi(/S' / 7_/E .STT ,57_ //�IFiPOI�Ei�FiVT PG�il/.Sf O C ON ST. 3 0 R . C . P, /88 . F. 34 L= 90 / E� TyES5 PL �N.5 WIZ -Z- / iF,5 /A/L , 7X5 COA/7;P4C70,P O5 O .5#41-L NOTIFY THE E116/NEER Off" AA1Y .5ZI67-1 O CONST. 33 R. C.I? / 2,19 /, /7', O L. =10 > Z-- O/5C�P�P�INC/E5 P�/OSP TO CON..STiPIJCT/ON, CO/VTIFAC lar? i 5HALL REFER TO ST�EZ"T //1�/P�01xZ/1//E%Q/S/.S (�� CONST. 3�o R.C,P 24 L.F. � � --� E,A. FOR LOC.9 7101 / ANO 6D9NS71 aC T/D/�/ Dom" C/� TCl-1 - j� @8) COi�) S T. �f � � � R.C.P. /08� � - �' � 31 L ' � 2 ' 4 �A B,4S/N � Ol',� / OE�i`��SS/D/V. 99 CONST. #5 R .C.P. G. 00b BENCH MARK No 10 CONST. �8 R.C.P. 18i L.�' 39. • Fwd i L = /8 ' 2 EA. I CONST. 51R.C.P. Z. �D �-" ��� E� USCGS °Q' STATION "PACEL° 1963.90`+E'LY, OF RAILROAD 4 �Q 4� L 20 3 ��. © TRACKS AND 28`�'S'LY; OF BASE LINE AVE, 1.1 MI, E'LY. 12 CONST. -54 R.C,P. 8 L,F ._� - ti - �. 4Z L " Z3 � ,'-- E� 'OF EAST AVENUE, SAME AS CITY B.M. #364 l3 CONST. 5 7 R.C. P " -�- _ L. �" O lv 14 CONST. G0 R.C.P. 30 L. /47 43 CONS T. CAT CN BASIN L = 22 PER SFfT. 20 .? Ei9. ELEVATION 1301,54 CONST. �� R. C. p - O 51 CoNsT JuNCTIOA/ 5TRUCT• No• 1 PER 5HT. Z D l'] CONST. 61 P,, C f' /.�/2 L F �,-- -- ��' „ N0, 2 C CON5T. 90" R.C.P 88� �''>y 53 x,10.3 E �. 19 CONST. 96 R.C.P. Z�ZZ z-•� No,¢ 6 E,g. Exp. .3 3 V. 0 5 Z� CONST. h9.2 R.C. P. ( D -- LOAD A5 NOTED) -57R L•� ' 55 CONST ,IUNCT/O� UCT. NO �� 21 CONST, /08N R.C.P. ! D- LOAD A-5 NOTED) L. i C�'NST. pDUBLE B ' x8 R. C, 6I P.�h' SyT• z�0 � C D NS 7: MA�/�/OLE S F/y�T �4 /V /� s TEP -S 2 ��• `` 22 8��� L . F #� !o � PG UG �'it/D Of' SOGllp 4�, �.9. - �iYG.PS. �P/TY ; REV41 S I ONS ,9f'oq .oiP1/, aqT�- RECORD DRAWING z-20-89 / fjDDEO/TE/v15 -/3 e 7¢,7725M17ffsr719Y9L•F c /888 /JS %$ lei S �/ja• The information on this drawing Is obtained from others and QUAtiT�T/Es ,�rw/5E=0 ///j/; ¢2,� %� .l f - �l(�ld °0 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777 must be verified in the field by anyone. prior to use or 411 p. ry, oF,7-,5M 0 VN ' 91Z BB �M `� l6- CIVIL ENGINEERINGEa h 9 9 20"WAO.Opo Rote LAND PLANNING LAND SURVEYING construction. HALL &FOREMAN, INC. is not-respbnslble for ,pEv/SED QT}!/TENS/7,/� 3o,�5,AODFD /TEiY177 1/iV ti ///e/88 'Fiy �2=�-8� PREPARED D H I underground facility locations or depict ons., All above ground REP RED UN ER THE SUPERVISION OF facilities can be readily seen and verified by the parties that cH�'o' aTt! °� /r�M 4/ J fH 2 23 88 -n ,- �'•2'f• S'q intend to use same. , R,El�I�EOAV R ��1 fA.300 2 393 %''v �t,9•q� l R.0 . E. DATE � Z -20=t39 RECORD DRAWING The information on this drawing is obtained from others and , must be 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 facilities can be readily seen and verified by the parties that tend to use same. CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SCALE A.s STORM DRAIN PLANS `CHERRY AVENUE INDUa� TRiAL AR � HORIZ. : 1f�= ao' DESIGNED B i VERT: • 1f'= 4' K"' CHECKED BY TITLE SHEET. DATE: JC 3 -/ -95F JOB NO. DR. NO._ SHT. N0. APPROVED�•� �' ' G����- . OF 21 CITY ENGINEER R.C.E. 18932