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Home My WebLink About1590-1LOCATION MAP VILLAGE OF HERITAGE TORN�„ DRAIN PLANS ., FOR TRACTS 132 13 132 14 AND OFF -SITES IN THE CITY OF',FONTANA COUNTY OF SAN BERNARDINO BASE , AV,iV ROAD . i l f 1 I LINE "El' SEE SHEET 15 G RA7E- C. 8.4,47 .C. 5. #' 19ro SEE SHEET 14 X48 LINE B. LINE "B" SEE SHEET 13 SEE SHEET 12 LINE "8411111111111" ,GSIRATE C.15 c.8!lt- K4 - LINE "D" SEE SHEET, 17 C45 # 4-7 1-c.5.. F=u -r U R E SHEET N0. LINE INDEX OF SHEETS DESCRIPTION STA. TO STA. I INDEX MAP & NOTES, B. M. 2 DETAILS & CONSTRUCTION NOTES o DETAILS ui 4 LINE "A" PARK AREA w Q 7+08.39 ETIWANDA CREEK DRIVE 3+75.22 QD HIGHLAND AVE 11 I 5, iia 9+50.00- . 19 + 0 0.0 0 Y a 3 �- 15 CITY / 2 9 +19, 7 I- 38+ 88.98 Q LINE c OF FONTAA / 0 PROJECT OCATION � South. Pacific Rail oad �� W W > BAST Y.OX"1T� 2,0ap eo,4d 18+80-00- 2.9+00.00 29+00.00- 3 8+00.00 14 It �� It u " & INDEPENDENCE WAY 38+00.00- 45+31.09- 45+31,09 52.+32.34 15 BASELINE SOU 7R' A7_ .9 + 91 .00 - 20+76.5,6 .e T ''D" _ _ .. / CJ ,` c 0+'12 •�56 -+ I 0+20.00 MILLER AVE W / / a' I t >- LLJ w m 19-1-65,00 18 INE ��F�� I wss r z l".,e TY re,e WA7y c,, 0 .?.- .50 or, ---• 1, + 0.0o 19 zz 19+50-00 - 2r+19,24 20 LINE "C" Mr.11R STREET 81 EXTENSION S'L.Y. ,,,_. l- ,... mmmmmmmmftm 0+00,00 - +-60.00 FOOTHILL BLVD LINE "G" w� r /� ,eTy P�,e�wAv 0+00.00 - [0+53.73 22 23 COUNTY OF SAN 6ERNARDINO R. B. -C. ST4dRMA'D RAI N - FOOTHILL BL �� `� " 2+36.00 -- 13+00.00- 13+00.00 23+00.00 24 �t °` �� 23+00,00- 3 3+00.00 25 '� " `° '° 33400. 00 - 43+00.00 /ARROW HIGHWAY 43+00,00 - 0+00-00- 45+36.00 1+76.00 9 UNE °° H 7 W 's r z /a4.r ,e 7- Y 14vA oe,� r ,'4 v 27 ._ �- _ MISCELLANEOUS ._QETAILS 8 18A LINE "F" INTERIM TRAPEZOIDAL DRAINAGE DITCH 186 LOCATION MAP VILLAGE OF HERITAGE TORN�„ DRAIN PLANS ., FOR TRACTS 132 13 132 14 AND OFF -SITES IN THE CITY OF',FONTANA COUNTY OF SAN BERNARDINO BASE , AV,iV ROAD . i l f 1 I LINE "El' SEE SHEET 15 G RA7E- C. 8.4,47 .C. 5. #' 19ro SEE SHEET 14 X48 LINE B. LINE "B" SEE SHEET 13 SEE SHEET 12 LINE "8411111111111" ,GSIRATE C.15 c.8!lt- K4 - LINE "D" SEE SHEET, 17 C45 # 4-7 1-c.5.. F=u -r U R E SHEET N0. LINE INDEX OF SHEETS DESCRIPTION STA. TO STA. I INDEX MAP & NOTES, B. M. 2 DETAILS & CONSTRUCTION NOTES DETAILS 4 LINE "A" PARK AREA 0+00.00 ,-- 7+08.39 ETIWANDA CREEK DRIVE 3+75.22 - 9+50.00 " AB w -s •T YDs� Mi T� G OOf�,e 9+50.00- . 19 + 0 0.0 0 19+00.00 - 29+19.71 a u � 7 2 9 +19, 7 I- 38+ 88.98 LINE "S MiQ0 RR AV gN+ ,E � �-- --4t_: . �_�r.... � -� y- 1 i ,ff A was T yosM/TEGoo� EAStMENT-20 WIDE`'Fit 0 _ 0+ 10 � 10+16.34- 18+80.00 1 i BAST Y.OX"1T� 2,0ap eo,4d 18+80-00- 2.9+00.00 29+00.00- 3 8+00.00 14 It �� It u " & INDEPENDENCE WAY 38+00.00- 45+31.09- 45+31,09 52.+32.34 15 LINE, "E" GRAND AVENUE .9 + 91 .00 - 20+76.5,6 LINE ''D" lll�16 - ENTATIVE TRACT 13198 0+'12 •�56 -+ I 0+20.00 17 D_A` EN E-,. � .... �:- - � I-0+20.00- 19-1-65,00 18 INE ��F�� I wss r z l".,e TY re,e WA7y c,, 0 .?.- .50 or, ---• 1, + 0.0o 19 zz 19+50-00 - 2r+19,24 20 LINE "C" Mr.11R STREET 81 EXTENSION S'L.Y. ,,,_. l- ,... mmmmmmmmftm 0+00,00 - +-60.00 2I LINE "G" w� r /� ,eTy P�,e�wAv 0+00.00 - [0+53.73 22 23 R. B. -C. ST4dRMA'D RAI N - FOOTHILL BL �� `� " 2+36.00 -- 13+00.00- 13+00.00 23+00.00 24 �t °` �� 23+00,00- 3 3+00.00 25 '� " `° '° 33400. 00 - 43+00.00 I 43+00,00 - 0+00-00- 45+36.00 1+76.00 9 UNE °° H 7 W 's r z /a4.r ,e 7- Y 14vA oe,� r ,'4 v 27 ._ �- _ MISCELLANEOUS ._QETAILS 8 18A LINE "F" INTERIM TRAPEZOIDAL DRAINAGE DITCH 186 LINE "F" " GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICAJIONS, 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 CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7.- EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL 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 SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 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 8E CONSTRUCTED 6" BELOW PAVEMENT -GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11. 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 SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY .ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL -OF THE CITY'S INSPECTOR. 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY y STANDARD SPECIFICATIGNS. 16. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTORI EQUATION PRIVATE ENGINEERS* NOTICE'TO CONTRACTI QUATION 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 8E 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 HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY 'ALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY -COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. CAUTION; THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESP ON IBL FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE AANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PR PARER OF THESE PLANS. TSL L•SSI�iV,q NO. '--` 25609 Jr1CC I , - ADDED 5H6'�'T5 1SA /8B A5 / 2/188 R j �., , 12/31/S3 4 # 31 G.B. i 3� �V SEE SHEET, 16 /V47EO ouT c,-Z'IT T ra so�r�� ry�,e/- G. �.# C�¢✓O LINE " G �� t 7A- 4 R,4,e&WA Y TO I LINE "N„ Q 2 ' 7_Z /8�,ery /�4,CeWA Y lit�A $H�.t/Ly 7'0 1/ Z on P 1eaA D � .�� PARK SEE SHEET' 21 cr o �'Asr Yi�EsT Yos��T�Lao� .BaAv. �,� s�L��vE ac SEE SHEET 10 TRACT l 30 �0- 1 _ �OFF-rSIT E R 8 C STORM DRAIN ,2a.a a To �Asg Gi c��' ,a v�-Al u . �/ q/e� SHEET4 SEE SHEET 9�Qa�fo REVISIONS --- - -�- a�YIXIONs Tz, SyFEr. 6 - LA. rF , : 6 4a/,vc - d rllv,r2o •- ca _�4 . K -i-.9,W7 FOOTHILL B L V D. - biro sem---.,�,:.,�r: ��o�o� 10,11 • L+ SHEET -25 5 SHEET L6 -s' � " •�% �� - - %3 �f /.9_ �', �1/CTy 31WL AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626.4675 (714) 641-8777 SHEET 2 2 SHEET 23 SHEET 2 �� '� �i� 120091 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING klf7, sl/Efrs P, 20 21. ,e 0AE9 0ti lIc,9F SyE-STs al d-..,97 (z �s PREPAREO UNDER THE SUPERVISION OF: INDEX MAP, 4 QIEv s11hETs .5, / 20,21 A5 NoTQo :&Ea,501V .5-1,1.87 2 a 5` wo Q c. Box m G4'N o r xr Z mzw 5,7411_-shErr.2 ' �-✓1-8T � 1 t 6 y�.. R08ERY' C. INN N R. C .. A BENCH MARK PWE 1 USCGS I& STATION 'PACEL1963.90'*ELY. OF RAILROAD TRACKS A140 2$'=SLY. ' OF CL BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME ASCITY S.M. #364 ELEVATION 1501.54'