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HomeMy WebLinkAbout2789-10ri iRvp nATA 10+00 C/L 3 Ate S L ST. 12+98.50 C/L DAR1..E1Jt ST. SAFETY RESPONSIBILITY 1 W 1 2 SEE SHEET 8 4 DARLENE ST 4' V I i � I 27-1- 27--j- I t0 17'] 20' 20' 7' Lo 20 21 22 co 0 23 24 s 1 G V + O W4 m 11 N 0 20.00 �p�'ro O" �m � � 81.23 - 61.00 - 61.00 - - _61.00 - - - -43. 1! - V o � ray P y3 © 10st.45 NI'�' a N 00.00'10 W 424.96 , 4e - s - �c Q -'-' 43.00 0 35.53 0, ,� ^ 0 11 256.96 i 2 1 . t x3.000 0 8IN 10 �` °L 168.00 031 F E �� 1 I/ - _- v Z - 86 84 - _ .- 90.00 _. ���` -♦ � � .«� �� ASO - -59.14- 1 i i 27 -- 20 27' � m � � - "'r�3 I (n25 1 20. In rc 34 33 Fti` 50' 1 c� 11'� R� 4I 25 ' I 0l I ' + �? 6� N 7' 18' 18' 7' N Com.) 0w •4W MEGAN CT DARLENE ST SEE RIGHT SEE SHEET 8 JAN I_ S PRIVATE ENGINEER'S NOTICE TO CONTRACTORS EXISTING UNDERGROUND STRUCTURES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THE REQUIRE- MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED.IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONSTRUCTION NOTES: O CONSTRUCT 0.25' A. C. OVER 0.35' A8, FOG SEAL OVER ALL O CONSTRUCT 6" CURB AND GUTTER PER STD. DETAIL NO. 101 © CONSTRUCT RAMPED CURB RETURN PER STD. DETAIL NO. 104-A 10 CONSTRUCT 4' P.C.C. SIDEWALK PER STD. DETAIL NO. 105-A t 1 INSTALL. 15800 LUMEN (NPSV) 09_'WA0C14TAL ST(ZttT l.%GNT SEE SHEET 3 m DELTA RADIUS LENGTH TANGENT 0 90°09'27 30.00 47.21 30.08 0 89050'33" 30.00 47.04 29.92 Qc 76050'19" 25.00 33.53 19.83 0 94°15'10" 25.00 41.13 26.93 E 90°00'00" 25.00 39.27 25.00 10+00 C/L 3 Ate S L ST. 12+98.50 C/L DAR1..E1Jt ST. SAFETY RESPONSIBILITY 1 W 1 2 SEE SHEET 8 4 DARLENE ST 4' V I i � I 27-1- 27--j- I t0 17'] 20' 20' 7' Lo 20 21 22 co 0 23 24 s 1 G V + O W4 m 11 N 0 20.00 �p�'ro O" �m � � 81.23 - 61.00 - 61.00 - - _61.00 - - - -43. 1! - V o � ray P y3 © 10st.45 NI'�' a N 00.00'10 W 424.96 , 4e - s - �c Q -'-' 43.00 0 35.53 0, ,� ^ 0 11 256.96 i 2 1 . t x3.000 0 8IN 10 �` °L 168.00 031 F E �� 1 I/ - _- v Z - 86 84 - _ .- 90.00 _. ���` -♦ � � .«� �� ASO - -59.14- 1 i i 27 -- 20 27' � m � � - "'r�3 I (n25 1 20. In rc 34 33 Fti` 50' 1 c� 11'� R� 4I 25 ' I 0l I ' + �? 6� N 7' 18' 18' 7' N Com.) 0w •4W MEGAN CT DARLENE ST SEE RIGHT SEE SHEET 8 JAN I_ S PRIVATE ENGINEER'S NOTICE TO CONTRACTORS EXISTING UNDERGROUND STRUCTURES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THE REQUIRE- MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED.IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONSTRUCTION NOTES: O CONSTRUCT 0.25' A. C. OVER 0.35' A8, FOG SEAL OVER ALL O CONSTRUCT 6" CURB AND GUTTER PER STD. DETAIL NO. 101 © CONSTRUCT RAMPED CURB RETURN PER STD. DETAIL NO. 104-A 10 CONSTRUCT 4' P.C.C. SIDEWALK PER STD. DETAIL NO. 105-A t 1 INSTALL. 15800 LUMEN (NPSV) 09_'WA0C14TAL ST(ZttT l.%GNT SEE SHEET 3 m WALNUT ST. CO • t0 43 90000'00" 25.00 m 0 18' 25' Qe 36°52'12" Else WIDE PUBLIC Geav we ESM% (PsE) , _25_00_ - 1 o t♦�i� R i No , 1 55.14 l.` • 14+24.96 C/L JAN ET 61. 10 �� 5�� v 14+73.00 C/L WALNUT STREET 1 IN FV `- o 2 F.oo 43' 0+ 5 9-i8' 25' 1 cn m WALNUT ST SEE SHEET 3 BENCHMARK: #361 PK NAIL IN POLE 01536697E THE EXISTENCE AND LOCATION OF ANY UNDERGRMW UTILITY PIPES OR STRUCTURES S.W. CORNER OF SULTANA & SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE BASELINE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO ELEV.: 1365.00 (9/67) TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. REV. I DATEI �. r." 11 gmcoit o o R-k\Aj I m a, DESCRIPTION 24 23 10+00 C/L ME 64AN OT, - 12+56.96 C/L JAN el ST. DATEI owe. 22 21 SEE LEFT 54' 27' 27' 20' 20' 13.7 ?0.0 •c' GR O �L 0 o� �v I 20_00 ^� I 54' 27' 27' .,... #In • SGAL.0 1" X40' . ri mvF n A T A . o cc 27 17* 0 a 25 26 + V NM ' V �fA4.75 M 3 '� W Q tL-11. 7A!N�G43.00 - n 49.00 - - 02 B -'4• 't w I u� cu -� 1 00 ''LN 89' 59 50"E ��' 19 00 1'' io © aOT e h- 45.08 - ^ 49.00 < < L•11. •� S 10 i "43-36 , 33 32 3 31 70 Lr) + + U w \ 30 " ,A-- - LL JANET ST .04W-41 0.. N SEE LEFT A� RECORD DIZAWING � UNDERGROUND SERVICE ALERT CALL. TOLL FREE No. vm% M GAN C 1-800-11,11-2(000 Exp. 6-300 �: 48 HOURS BEFORE YOU BIG v.� V HR ENGINEERING9 INC. CITY OF FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS PUBLIC WORKS DEPARTMENT 1919 ATLAS DR. STE.'A" RIVERSIDE CALIFORNIA 92501 (909) 684-9522 DRAWN BY: STREET IMPROVEMENT PLAN SCALE: 'O. 11. AS S}i0WM DESIGNED BY: J AV41 STREET &_-MSG AN GZ. DATE: a.. o• 4 TRACT NO. 14775 5 EPT. 1999 DALE G. GLADDING R . . E 17055 DATE CHECKED BY: APPROVED: �� ~ ~�CWa' NO. EXPIRATION DATE 06-30-01 A•C. klil< CITY ENGINEER R.C.E.*2512789 11 of �S• .�.. �. v .� . T ' "i & M - 16 [0, 1801 PF: 4367 1008 06 -Jun -99 Ox 47 PM / 4367.3-12 DELTA RADIUS LENGTH TANGENT 0 90000'00" 25.00 39.27 25.00 Qe 36°52'12" 62.00 39.90 20.67 Oc 253044'23" 38.00 168.29 50.67 . o cc 27 17* 0 a 25 26 + V NM ' V �fA4.75 M 3 '� W Q tL-11. 7A!N�G43.00 - n 49.00 - - 02 B -'4• 't w I u� cu -� 1 00 ''LN 89' 59 50"E ��' 19 00 1'' io © aOT e h- 45.08 - ^ 49.00 < < L•11. •� S 10 i "43-36 , 33 32 3 31 70 Lr) + + U w \ 30 " ,A-- - LL JANET ST .04W-41 0.. N SEE LEFT A� RECORD DIZAWING � UNDERGROUND SERVICE ALERT CALL. TOLL FREE No. vm% M GAN C 1-800-11,11-2(000 Exp. 6-300 �: 48 HOURS BEFORE YOU BIG v.� V HR ENGINEERING9 INC. CITY OF FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS PUBLIC WORKS DEPARTMENT 1919 ATLAS DR. STE.'A" RIVERSIDE CALIFORNIA 92501 (909) 684-9522 DRAWN BY: STREET IMPROVEMENT PLAN SCALE: 'O. 11. AS S}i0WM DESIGNED BY: J AV41 STREET &_-MSG AN GZ. DATE: a.. o• 4 TRACT NO. 14775 5 EPT. 1999 DALE G. GLADDING R . . E 17055 DATE CHECKED BY: APPROVED: �� ~ ~�CWa' NO. EXPIRATION DATE 06-30-01 A•C. klil< CITY ENGINEER R.C.E.*2512789 11 of �S• .�.. �. v .� . T ' "i & M - 16 [0, 1801 PF: 4367 1008 06 -Jun -99 Ox 47 PM / 4367.3-12