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HomeMy WebLinkAbout4641-1` PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ° UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY .MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. SCALE I"=40' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS o PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Q 'p o k WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD Q THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL A.P.N. 237-054-18,19 's� �N LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK Q opo ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER° SLOVER AVENUF� (SEE SHE52T 2 OF 2 vN �� �; U/ 4e- 9 - 9 D -�� 40' /2' N WURTZ - R.C.E. 24263 (EXP. 12/31/193) DATE (ol 3 n �� { 6 ! ^ o 14 o�ti �iwE EXITING ,%Ore EM6ANKMENT N N I - t69'a� Al `ti�� v 30' Cly_ FLO-- FUTUiCE CURBAN�GUTTEC' N�& CONSTRUCTION N01°ES AND QUANTITIES n PROFILE SCALE HORIZONTAL: I 11=40 VERTICAL: I't= 41 �.40 °1 ' . T 0 dal 4 +� o+t IQ CONSTRUCT 8" P.C.C. CURB AND GUTTER PER S.B. CO. STD. NO. 115 380 L. F STA. /Of00.00 /NT. QL.I a 1 — — �- _ SLOVEN' AVE. aNU �_� l� `� —�� z•,- —.y,�= �2 - CONSTRUCT 4" P.C.C. SIDEWALK PER S.B. CO. STD NO. 109, TYPE B 1,416 S.F.: C/T�t'U�i AVENUE N'[YA/v0 E'Gy ' /s�lo t� Fez la �3 CONSTRUCT SIDEWALK RAMP PER S.B. CO. STD, NO. 110 110 S.F. TiCANy a.a orKe BTUs iiv �z ti 4 CONSTRUCT 8'ASPHALTIC DIKE PER S.B. CO. STD. NO. 117 a35 $ ID �' �— L.F. �� O 48 W 'a SAN BERNARDINO [IMITS a�sl _ Q CONSTRUCT STREET TYPE ENTRANCE PER DETAIL "A" 576 S.F. COUNTY F' \ t ' CITY m o �a. IN FONTANA �e 6Q- CONSTRUCT CURB OUTLET STRUCTURE PER S.B. CO. STD. NO, 210, S=4 1 EA. N Mvo QCONSTRUCT _- A.0OVER "C.A.B. PER SOILS REPORT 12,184 S.F. SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 8,398 S. F. O Q �` v` 0 -� �9 CONSTRUCT VARIABLE A. C. OVERLAY, 0,10' MIN. 11,958 S.F. EXISTINGA.G. blKE /� - SA WCUT TO CLEAN JOINT ALONG A. C. PAVEMENT, 2 MIN. FEATHER 625 L.F. ,ul �eo� 11 RESTRIPE 4" YELLOW CENTERLINE _ 435 L.F. EX1977N6, POLE Of P,,4VEMEi�lT pyo i 0 o b �1.1 ¢ 1�-- INSTALL STREET MARKER PER S. B. CO. STD. NO. 303a 1 VALLEY FA RELOCATE THREE MAILBOXES 3 EA. > > ©ADJUST WATER VALVE TO GRADE 1 E4. 6 Q a Q PAINT 4" WHITE TRANSITION LINE / INSTALL WHITE MARKERS PER S.B. CO. STD. NO. 304a 113 SAN BERNARDINO 25 + CITRUS lid AWEIVUE, INSTALL W81 SIGN AND POST 1 EA: BOYLE ® PAINT WHITE STOP BAR 33 L.F. REMOVE OBSTRUCTION VARle* 44'9- 55 3 EA. SLOVER IMIT SIGN 1 EA. VA fV /2'- 22' 32' 20' OWNER/DEVELOPER � REMOVE AND RELOCATE POWER REMOVE AND RELOCATE SPEED LPOLE (BY OTHERS) 2 E4. . // �® REMOVE AND RELOCATE WATER METER (BY OTHERS) W05 A ySOC/ 4TEy, L. P 1 EA, Q ALSO /.5 4 S.W. 8 /2 SAMf'SON OEVFLUr"MENTGOM�A/VY� CONSTRUCT COMMERCIAL DRIVEWAY, _W=30. 528 S.F. a Qto $535 EAST GOAST HWY % 2�CONS TRDCT-PARKWAY- CULVERT W/STL -PLATE--COVER--- - _._ _ __--I ___- EA,_-- -- g � CENTER LINE LENGTH = 10.00 Q AS . COROA14 12EL MAT CA %Z6 Z5 i/08° �� BILLSAM/ 10N Q /4'•i /-2.og° UANTITIES ARE PROVIDED BY THE ENGINEER FOR BIDDING PURPOSES ONLY, �' ?'�v ALL CONTRACTORS ARE HEREBY NOTIFIED TO PROVIDE THEIR OWN QUANTITY SANTA 10 7-4'37G DETERMINATION AND A BID BASED ON'A COMPLETE JOB IN CONFORMANCE WITH 2 REQUIREMENTS. HE APPROVED PLANS AND ALL GOVERNING AGENCIES' RE SA188-OC971WI60-140 VICINITY © ?s.�ollESIpq Q A.P.N.237-W4-19 TYPICAL SECTION FIELD BOOK Gv REF. C/TRUS AVENUE JW ENGINEERING, cONsuLTING CIVIL ENGINEER- COUNTY OF SAN BERNARDINO -- STREET IMPROVEMENT PLANS T1. R -VALUE ���®®�r1� DEPARTMENT 99 C,Stre e t Suite 209 — S.A. NO W160-104'FOR ;10DESIGNED BY DRAWN BY CHECKED BY APPROVED BY __--'--_----- - ---------.-- — J.KAO10/89 J.KA010 J.WURIZ 11/89 NO. 242�i Upland California 91786 CLASS II A.B., R-78 (MIN) (714) s85-2ao9 �-------------�----- �� F- l2-3/-93 n -- - c.D.E. C/""O%US' i� { -- -- --- - UBMITTED BY- /YGi I v i -_- -_ -- ASST. COUNTY ENGR.-ROADS DATE STA. IO+DODO LAVER AVENUE) I -- - -- -� -- ----- RECOMMENDED%APPROVED BY `� -- + - - -- -- - ---- - - --- -- I _— (T S E) TO STA. 0 + 25.00 C� C AIF B - 2Ss• • 9 0 f UNINCORPORATED AREA OF, FONTANA - MARK REVISIONS _ APPR DATE ASST. ROAD COMMISSION ER-ENGR. DATE COUNTY ENGINEER DATE, E 7 1"7777=7,. .. , , - ... <..e. ,- ..a.% ... .L ....>.. ..t.,..wi-r,..:. .a .0 .._ ... .. .. t2 .....n.....r..,._...-:,.v. Yr4 MAP W. O. NO. ROAD NO. 240300 FILE NO 104-105 SHEET of SAMPSON - u JN 14009-� SI -4-85 b Is 1 y' I5 �. oc Q 'i It ISI o 0 C• O m N + /7.. oW L/NE N LATTER I #V4 T �NoeMAC C.F /1¢ em • : e ^/ORMAG CUTTER B 5LOPF SECTION A - A SECTI B` B Nor rO OCACE NOT T aLP DETAIL �B� - �.40 °1 ' . T 0 dal 4 +� o+t IQ CONSTRUCT 8" P.C.C. CURB AND GUTTER PER S.B. CO. STD. NO. 115 380 L. F STA. /Of00.00 /NT. QL.I a 1 — — �- _ SLOVEN' AVE. aNU �_� l� `� —�� z•,- —.y,�= �2 - CONSTRUCT 4" P.C.C. SIDEWALK PER S.B. CO. STD NO. 109, TYPE B 1,416 S.F.: C/T�t'U�i AVENUE N'[YA/v0 E'Gy ' /s�lo t� Fez la �3 CONSTRUCT SIDEWALK RAMP PER S.B. CO. STD, NO. 110 110 S.F. TiCANy a.a orKe BTUs iiv �z ti 4 CONSTRUCT 8'ASPHALTIC DIKE PER S.B. CO. STD. NO. 117 a35 $ ID �' �— L.F. �� O 48 W 'a SAN BERNARDINO [IMITS a�sl _ Q CONSTRUCT STREET TYPE ENTRANCE PER DETAIL "A" 576 S.F. COUNTY F' \ t ' CITY m o �a. IN FONTANA �e 6Q- CONSTRUCT CURB OUTLET STRUCTURE PER S.B. CO. STD. NO, 210, S=4 1 EA. N Mvo QCONSTRUCT _- A.0OVER "C.A.B. PER SOILS REPORT 12,184 S.F. SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 8,398 S. F. O Q �` v` 0 -� �9 CONSTRUCT VARIABLE A. C. OVERLAY, 0,10' MIN. 11,958 S.F. EXISTINGA.G. blKE /� - SA WCUT TO CLEAN JOINT ALONG A. C. PAVEMENT, 2 MIN. FEATHER 625 L.F. ,ul �eo� 11 RESTRIPE 4" YELLOW CENTERLINE _ 435 L.F. EX1977N6, POLE Of P,,4VEMEi�lT pyo i 0 o b �1.1 ¢ 1�-- INSTALL STREET MARKER PER S. B. CO. STD. NO. 303a 1 VALLEY FA RELOCATE THREE MAILBOXES 3 EA. > > ©ADJUST WATER VALVE TO GRADE 1 E4. 6 Q a Q PAINT 4" WHITE TRANSITION LINE / INSTALL WHITE MARKERS PER S.B. CO. STD. NO. 304a 113 SAN BERNARDINO 25 + CITRUS lid AWEIVUE, INSTALL W81 SIGN AND POST 1 EA: BOYLE ® PAINT WHITE STOP BAR 33 L.F. REMOVE OBSTRUCTION VARle* 44'9- 55 3 EA. SLOVER IMIT SIGN 1 EA. VA fV /2'- 22' 32' 20' OWNER/DEVELOPER � REMOVE AND RELOCATE POWER REMOVE AND RELOCATE SPEED LPOLE (BY OTHERS) 2 E4. . // �® REMOVE AND RELOCATE WATER METER (BY OTHERS) W05 A ySOC/ 4TEy, L. P 1 EA, Q ALSO /.5 4 S.W. 8 /2 SAMf'SON OEVFLUr"MENTGOM�A/VY� CONSTRUCT COMMERCIAL DRIVEWAY, _W=30. 528 S.F. a Qto $535 EAST GOAST HWY % 2�CONS TRDCT-PARKWAY- CULVERT W/STL -PLATE--COVER--- - _._ _ __--I ___- EA,_-- -- g � CENTER LINE LENGTH = 10.00 Q AS . COROA14 12EL MAT CA %Z6 Z5 i/08° �� BILLSAM/ 10N Q /4'•i /-2.og° UANTITIES ARE PROVIDED BY THE ENGINEER FOR BIDDING PURPOSES ONLY, �' ?'�v ALL CONTRACTORS ARE HEREBY NOTIFIED TO PROVIDE THEIR OWN QUANTITY SANTA 10 7-4'37G DETERMINATION AND A BID BASED ON'A COMPLETE JOB IN CONFORMANCE WITH 2 REQUIREMENTS. HE APPROVED PLANS AND ALL GOVERNING AGENCIES' RE SA188-OC971WI60-140 VICINITY © ?s.�ollESIpq Q A.P.N.237-W4-19 TYPICAL SECTION FIELD BOOK Gv REF. C/TRUS AVENUE JW ENGINEERING, cONsuLTING CIVIL ENGINEER- COUNTY OF SAN BERNARDINO -- STREET IMPROVEMENT PLANS T1. R -VALUE ���®®�r1� DEPARTMENT 99 C,Stre e t Suite 209 — S.A. NO W160-104'FOR ;10DESIGNED BY DRAWN BY CHECKED BY APPROVED BY __--'--_----- - ---------.-- — J.KAO10/89 J.KA010 J.WURIZ 11/89 NO. 242�i Upland California 91786 CLASS II A.B., R-78 (MIN) (714) s85-2ao9 �-------------�----- �� F- l2-3/-93 n -- - c.D.E. C/""O%US' i� { -- -- --- - UBMITTED BY- /YGi I v i -_- -_ -- ASST. COUNTY ENGR.-ROADS DATE STA. IO+DODO LAVER AVENUE) I -- - -- -� -- ----- RECOMMENDED%APPROVED BY `� -- + - - -- -- - ---- - - --- -- I _— (T S E) TO STA. 0 + 25.00 C� C AIF B - 2Ss• • 9 0 f UNINCORPORATED AREA OF, FONTANA - MARK REVISIONS _ APPR DATE ASST. ROAD COMMISSION ER-ENGR. DATE COUNTY ENGINEER DATE, E 7 1"7777=7,. .. , , - ... <..e. ,- ..a.% ... .L ....>.. ..t.,..wi-r,..:. .a .0 .._ ... .. .. t2 .....n.....r..,._...-:,.v. Yr4 MAP W. O. NO. ROAD NO. 240300 FILE NO 104-105 SHEET of SAMPSON - u JN 14009-� SI -4-85 b