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HomeMy WebLinkAbout2789-9H N , � r H aW i- < ; N Q tU H Z 4 Lu -� SCALE: i • • t-� < xz 00 �.�J x� W� pdCC Iii V W � LL v .� LL % . N V V S W LPE FUSLlG 5 CRV ICC ESM -T. (P5E) „J O o O O KRISTINE WAY o+ v \ o W o +o LO o o � !'' + of C4 C! Io Lo ao Lo to + �o Ar 1 2 3 4 5 6 N 7 8 9 10 T z N 4%! Transit', N 19 L • 11 1 d �G aM1• ;4- - - - - - - - - - - - r+-• - .o L=9.62 $ V, 50.00 - 61.00 61.00 61. 00 61. 00 61.00 61. 00 - - - - 1.00 - - - 61.00 - - 57.43 o $ - - Lp a a a a o. 4 N a s .s�• - U ' ' N 00.00 ' 10 a W 223.28 1 45.00 - - s �s.00 - - �� -O N 00.00' 10"W 377.15 - ��.. -:�Z - -ti © 45.00 ©I� o• © " -8a, 00 $ 13 1 14 127.15 , o l 45 . � A*• 5 45.00 .1 16 250.00 ^ o i 7 I $ 45.00 h i 8 m l in c� - �-i S i m �ti•,y D � � W _ cu N 1 - �r o N 1 w 4- N cu i R !� o p _ .� - N j .+,�V �0 -W 4 N OR • B A ^ o �_ A N - - 85.001 - - - - 65.00 - - -415.00 - v w� �, - - -76.00 - - - - - 78.00. - �,�1t a� -,�, c - - @0.00- _ _ 18.28 C.S .+ u j a�n �.. _ ? N 20 . oo t� 101 ,, © Gq A� o o f J 20.00 ?o . oo Zo p9 9� cu 0\ 0 05 :0- %AI ,m 0m Q O I� $ `� n� 1 1p s� 5 O Q I W 1/ + g� o) < 91 92 m m 93 ���,�. s 61 cu v m 1 �.• �„� < y 27 27 �� + m + J► G • r, 16 40 - N O H Z m o I ( o N 27 27 m c �� .a >Z � 1-- L 0 20 20 o o sl 9 p� rl1RVF nATA U RADIUS LENGTH TANGENT ALL 0°00'00" 25.00 39.27 25.00 RE2DELTA 3°07'48" 62.00 57.49 31.00 8" CURB AND GUTTER PER STD. DETAIL 3°07'48" 38.00 154.62 76.00 CONTRACTOR AGREES THAT HE SHALL 8°04'21" 170.00 83.29 42.50 FOR JOB SITE CONDITIONS DURING CONSTRUCT 4" P.C.C. SIDEWALK PER STD. DETAIL NO. 105-A PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIRE- LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONSTRUCT CROSS GUTTER PER STP, DETAIL 140.104 r + CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT STREET IMPROVEMENT PLAN FREMONTIA AVENUE TR CT NO. 14775 HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO ELEV.: 1365.00 (9/67) AND ENGINEER HARMLESS FROM ANY 11 I N 5 TA LL 580b P*Lt 4T (Let T L%& M T m OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. DALE G. CLADDING R . . E 17055 DATE EXPIRATION DATE 06- 0-01 CHECKED BY: APPROVED: .� lolml?y Atzc I�t/i1101 1 R CITY ENGINEER R. C. lweull Al's .�.. SHT.#3 STR'S "Be- 16[0.180]PF: 4367 1003 01 -Jun -99 03:20 DWG. No. q 2189 � � _ PM / 4367.3-12 DATE cam. FLAN & PROFILE �- � � + + +" + +- +-- t. t.. �. t r + + y -+ C � � � 1 i � � � -� +- -}- r + _.-_.. �. -__. +--__. t--- r - }- +- �.__--. r-.__.-_�- _..-+-__. __--_ � _� -� � + i-. -- i -�-_� � #'rte_.. � 3+t-f`�. •_� _� _� - -. _ _. _ -.. + a r-- } t r r } r - t r r - - [ + +- +- 4D+- �- �- , + -_- H N , � r H aW i- < ; N Q tU H Z 4 Lu -� SCALE: i • • t-� < xz 00 �.�J x� W� pdCC Iii V W � LL v .� LL % . N V V S W LPE FUSLlG 5 CRV ICC ESM -T. (P5E) „J O o O O KRISTINE WAY o+ v \ o W o +o LO o o � !'' + of C4 C! Io Lo ao Lo to + �o Ar 1 2 3 4 5 6 N 7 8 9 10 T z N 4%! Transit', N 19 L • 11 1 d �G aM1• ;4- - - - - - - - - - - - r+-• - .o L=9.62 $ V, 50.00 - 61.00 61.00 61. 00 61. 00 61.00 61. 00 - - - - 1.00 - - - 61.00 - - 57.43 o $ - - Lp a a a a o. 4 N a s .s�• - U ' ' N 00.00 ' 10 a W 223.28 1 45.00 - - s �s.00 - - �� -O N 00.00' 10"W 377.15 - ��.. -:�Z - -ti © 45.00 ©I� o• © " -8a, 00 $ 13 1 14 127.15 , o l 45 . � A*• 5 45.00 .1 16 250.00 ^ o i 7 I $ 45.00 h i 8 m l in c� - �-i S i m �ti•,y D � � W _ cu N 1 - �r o N 1 w 4- N cu i R !� o p _ .� - N j .+,�V �0 -W 4 N OR • B A ^ o �_ A N - - 85.001 - - - - 65.00 - - -415.00 - v w� �, - - -76.00 - - - - - 78.00. - �,�1t a� -,�, c - - @0.00- _ _ 18.28 C.S .+ u j a�n �.. _ ? N 20 . oo t� 101 ,, © Gq A� o o f J 20.00 ?o . oo Zo p9 9� cu 0\ 0 05 :0- %AI ,m 0m Q O I� $ `� n� 1 1p s� 5 O Q I W 1/ + g� o) < 91 92 m m 93 ���,�. s 61 cu v m 1 �.• �„� < y 27 27 �� + m + J► G • r, 16 40 - N O H Z m o I ( o N 27 27 m c �� .a >Z � 1-- L 0 20 20 o o sl 9 p� rl1RVF nATA CONSTRUCTION NOTES: U RADIUS LENGTH TANGENT ALL 0°00'00" 25.00 39.27 25.00 RE2DELTA 3°07'48" 62.00 57.49 31.00 8" CURB AND GUTTER PER STD. DETAIL 3°07'48" 38.00 154.62 76.00 CONTRACTOR AGREES THAT HE SHALL 8°04'21" 170.00 83.29 42.50 CONSTRUCTION NOTES: Z F" Lo �� 20 20 7 . 9� • C)14 U. +< .� CAROLINE ST 0 J J m DARLENE ST. %..%\ m SEE SHEET 7 SEE SHEET 8 x V mt ONTIA, AVENUE U CONSTRUCT 0.25' A.C. OVER 0.35' AB. FOG SEAL OVER ALL Y_ t , , - - OCONSTRUCT CALL: TOLL FREE 63 CURB AND GUTTER PER STD. DETAIL NO. 101 EXISTING UNDERGROUND STRUCTURES O4 CONSTRUCT 8" CURB AND GUTTER PER STD. DETAIL NO. 101 @CONSTRUCT CONTRACTOR AGREES THAT HE SHALL RAMPED CURB RETURN PER STD. DETAIL, NO. 104-A 12 FOR JOB SITE CONDITIONS DURING CONSTRUCT 4" P.C.C. SIDEWALK PER STD. DETAIL NO. 105-A PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIRE- LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONSTRUCT CROSS GUTTER PER STP, DETAIL 140.104 AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT STREET IMPROVEMENT PLAN FREMONTIA AVENUE TR CT NO. 14775 HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO ELEV.: 1365.00 (9/67) AND ENGINEER HARMLESS FROM ANY 11 I N 5 TA LL 580b P*Lt 4T (Let T L%& M T m OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. DALE G. CLADDING R . . E 17055 DATE EXPIRATION DATE 06- 0-01 CHECKED BY: APPROVED: .� lolml?y Atzc I�t/i1101 1 R CITY ENGINEER R. C. lweull Al's .�.. SHT.#3 STR'S "Be- 16[0.180]PF: 4367 1003 01 -Jun -99 03:20 DWG. No. q 2189 � � _ PM / 4367.3-12 DATE cam. FLAN & PROFILE v. 13 Z F" Lo �� 20 20 7 . 9� • C)14 U. +< .� CAROLINE ST 0 J J m DARLENE ST. %..%\ m SEE SHEET 7 SEE SHEET 8 x V mt ONTIA, AVENUE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 12-13 REV. I DATElEmm- APPR. ''Reeop'o o%Z,&-wlKG" DESCRIPTION SC�Lt �" .. 40' PRIVATE ENGINEER"S NOTICE TO CONTRACTORS UNDERGROUND SERVICE ALERT Y_ t , , - - CALL: TOLL FREE BENCHMARK: #361 SAFETY RESPONSIBILITY 48 HOURS BEFORE YOU DIG EXISTING UNDERGROUND STRUCTURES HR ENGINEERING, INC . CITY OF FONTANA, CALIFORNIA PK NAIL IN POLE #1536697E CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES S.W. CORNER OF SULTANA & FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE BASELINE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIRE- LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT STREET IMPROVEMENT PLAN FREMONTIA AVENUE TR CT NO. 14775 HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO ELEV.: 1365.00 (9/67) AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. DALE G. CLADDING R . . E 17055 DATE EXPIRATION DATE 06- 0-01 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 12-13 REV. I DATElEmm- APPR. ''Reeop'o o%Z,&-wlKG" DESCRIPTION SC�Lt �" .. 40' 1 �RECORD DRAWING UNDERGROUND SERVICE ALERT Y_ t , , - - CALL: TOLL FREE • 48 HOURS BEFORE YOU DIG HR ENGINEERING, INC . CITY OF FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS 1919 ATLAS DR. STE. A RIVERSIDE "" PUBLIC WORKS DEPARTMENT CALIFORNIA 92501 (909) 684-9522 • - DRAWN BY: STREET IMPROVEMENT PLAN FREMONTIA AVENUE TR CT NO. 14775 SAS S-HoWN DESIGNED BY: 0• H. DATE: 5SPT. I°Ig9 DALE G. CLADDING R . . E 17055 DATE EXPIRATION DATE 06- 0-01 CHECKED BY: APPROVED: .� lolml?y Atzc I�t/i1101 1 R CITY ENGINEER R. C. lweull Al's .�.. SHT.#3 STR'S "Be- 16[0.180]PF: 4367 1003 01 -Jun -99 03:20 DWG. No. q 2189 � � _ PM / 4367.3-12 DATE cam. FLAN & PROFILE 1