Loading...
HomeMy WebLinkAbout4772-61150 11140 1130 .10 UV JLtVV 18 " VCP SEWER 0JtUU 54+U() EX. DRIVE WA Y - A.P.N.0231-011-12 48 EX. R/W _ L@>LSTA_M51+'4_1._07_S_S_-_l_j EM.H. N0.16 - - - - - ------- ------ - -- -------- - ---- --- -- - - ---- - - - -,------- O 0 1 7 1 7 O + N00 7' 4"W 50 51 52 N00'07'24 "W 53 w w Q= - ------ ------------------- _----------------------------- --- �w V) I h 17 3/a"WTP N N L1J Z � ' 1 - - - 00 00LL� NO'08'11"W w CHERRY AVE z J V) _I-=------------- oE�o ---- - - - ----------------------------------- - - - - - - -- ------,-------------------------------- - - U -----I- -------- I -------F_ -------------------------------- --- ------ - Q 0000 o - F. N. C.) W 2 EX. R/W W A.P.N.0231-021-59 v� a 55+00 56+00 18" VCP SEWER I 57+00 58+00 59+00 7 . , • _o • • 0 1 7 MN •' N/II/.58 NOD MITI y 6IMHHHk ♦ A I I' •Hiiii N//NIII� Ii/NN . U) _ ------------- - -------- -- --W-- I- o 3 -�— --- — — -_ _ _ cn IAI I LL_I LLJ LL1 NO'08'11 "W in --------- f __--------------- 4 Q COUNTY OF SAN ' BERNARDINO PUBLIC WORKS DEPARTMENT DATE : RCE 23115 A.P.N.0231-021-75 NOTE: 0 SEE SHEET 8 FOR ALL SEWER CROSSING UTILITIES DETAILS. TOLL FREE- 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 10 4/4 "W TR y . 7 36' EX. R/W \-EX. WALL I 54+01.19 CHERRY AVE. Cl INT. EX. R =10+00.00 RANCHO VISTA DR. A P N n2i1-nq1-Rn EX DRIVEWAY 57 SEE PROFILE LAT. "F" RANCHO VISTA DR. ON SHT. 9 CHERRY A VENUE REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE EXISTING UNDERGROUND STRUCTURES: I A.P.N.0231-021-01 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OTHER THAN AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPE CONSTRUCTION NOTES 0 CONSTRUCT 8" VCP(E.S.). SEWER 1150 1140 1130 © CONSTRUCT 48" I.D. MANHOLE PER CITY STD. 2001 DETAIL ON SHT. 8 SAWCUT 7 AND PERFORM TRENCH REPAIR PER CITY F 0 FONTANA O STD. 1008 DETAIL ON SHT. 8 ® INSTALL SEWER PLUG GRAPHIC SCALE 40 0 20 40 FEET 1"=40' 0 Z w I S, CONDUITS, OR STRUCTURE, SNOWN Olj DISCLAIMER: z NOT SHOWN ON THESE PLANS. THIS DESIGN AND MAP ARE THE PROPERTY OF BREWTNGTON GROUP INC AND MAY NOT BE MODIFIED, ALTERED OR CHANGED IN ANY FASHION j W THOUT PRIOR WRITTEN APPROVAL BY BREWINGTON GROUP INC. AND THE CLIENT FOR WHOM THE PLAN WAS PREPARED THIS PROW -VON EXTENDS p TO THE RESULTING PLOT OF THIS PLAN AND THE COMPUTER DISC OR E MAIL OF THE PLAN PROWDED. ANY VIOLATION OF THIS PROWSION WILL VOID ANY PROFESSIONAL OBUGA77ON OR WARRANTY, EITHER EXPRESSED OR IMPLIED BY SREWNCTON GROUP INC. AS TO SUCH CHANCED MATERIAL SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ESS No. 48851 d Exp. 09/30/10 \�•I� C IV 1� �ti►�/ BREWING TON GROUP INC CITY OF FONTANA, CALIFORNIA 411 JENKS CIRCLE, SIF 103 PHONE. (951) 47S4148 SEWER IMPROVEMENT PLAN 0 CORONA, CA 92880 FAX (950 280-9746 j REF- BG07-010 DRAWN BY: SCALE: Prepared Under The Supervision Of NM CHERRY AVE SEWER IMPROVEMENT As Noted SO DESIGNED BY STA. 49+00.00 TO STA. 59+00.00 0 N BREWINGTON R.C.E. RC/NM DATE: 11/26/08 CHECKED BY: Q% JB/PD D)RTE: 11/26/2008 Q- ��, DRAWING IN6 U D 51152 4772 g x TF 1 7—� I -� -�--I - CO oo -— -+ i 2 +2 I w -- I I E`X1StING SU I FACE I j j I ( ! �-I- 01 9�4 ?o tl ! II w ( I j -;— II--• z � t O I-�-_ --; _- 11JZI-:t Qt i I ( ( I _l�. + l I i iS=0.0179 -1 -. { I ! _ I - — - +f i � ► y...__. f I , o � 11 w� ! ( j _ FEWER ! ' _; -- I _ ---_ I i 8„ ONSIRUCT-329.69 C�, I I •_ tFOF I I I t I ONSTRU I - T 168.1 1.f�Fr8" VCP I ji--� EWE - 1- ► t A-7. — lis CP I I SEWER ss T- 39.%m_UF I I nn :0.01... CP OF 8_VCP S -- -+ -- I _� -- -- 1 —t—CON TR , I I I ! I ! 251.12 -ti -V01 --�._�.�-- ( I I i I j ---� j I �j//�� PRII llJJ� lL I �_; I t I AD I nn I WER --; --+ LINESSS— -_�--�--- � I I SC L I .10 UV JLtVV 18 " VCP SEWER 0JtUU 54+U() EX. DRIVE WA Y - A.P.N.0231-011-12 48 EX. R/W _ L@>LSTA_M51+'4_1._07_S_S_-_l_j EM.H. N0.16 - - - - - ------- ------ - -- -------- - ---- --- -- - - ---- - - - -,------- O 0 1 7 1 7 O + N00 7' 4"W 50 51 52 N00'07'24 "W 53 w w Q= - ------ ------------------- _----------------------------- --- �w V) I h 17 3/a"WTP N N L1J Z � ' 1 - - - 00 00LL� NO'08'11"W w CHERRY AVE z J V) _I-=------------- oE�o ---- - - - ----------------------------------- - - - - - - -- ------,-------------------------------- - - U -----I- -------- I -------F_ -------------------------------- --- ------ - Q 0000 o - F. N. C.) W 2 EX. R/W W A.P.N.0231-021-59 v� a 55+00 56+00 18" VCP SEWER I 57+00 58+00 59+00 7 . , • _o • • 0 1 7 MN •' N/II/.58 NOD MITI y 6IMHHHk ♦ A I I' •Hiiii N//NIII� Ii/NN . U) _ ------------- - -------- -- --W-- I- o 3 -�— --- — — -_ _ _ cn IAI I LL_I LLJ LL1 NO'08'11 "W in --------- f __--------------- 4 Q COUNTY OF SAN ' BERNARDINO PUBLIC WORKS DEPARTMENT DATE : RCE 23115 A.P.N.0231-021-75 NOTE: 0 SEE SHEET 8 FOR ALL SEWER CROSSING UTILITIES DETAILS. TOLL FREE- 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 10 4/4 "W TR y . 7 36' EX. R/W \-EX. WALL I 54+01.19 CHERRY AVE. Cl INT. EX. R =10+00.00 RANCHO VISTA DR. A P N n2i1-nq1-Rn EX DRIVEWAY 57 SEE PROFILE LAT. "F" RANCHO VISTA DR. ON SHT. 9 CHERRY A VENUE REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE EXISTING UNDERGROUND STRUCTURES: I A.P.N.0231-021-01 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OTHER THAN AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPE CONSTRUCTION NOTES 0 CONSTRUCT 8" VCP(E.S.). SEWER 1150 1140 1130 © CONSTRUCT 48" I.D. MANHOLE PER CITY STD. 2001 DETAIL ON SHT. 8 SAWCUT 7 AND PERFORM TRENCH REPAIR PER CITY F 0 FONTANA O STD. 1008 DETAIL ON SHT. 8 ® INSTALL SEWER PLUG GRAPHIC SCALE 40 0 20 40 FEET 1"=40' 0 Z w I S, CONDUITS, OR STRUCTURE, SNOWN Olj DISCLAIMER: z NOT SHOWN ON THESE PLANS. THIS DESIGN AND MAP ARE THE PROPERTY OF BREWTNGTON GROUP INC AND MAY NOT BE MODIFIED, ALTERED OR CHANGED IN ANY FASHION j W THOUT PRIOR WRITTEN APPROVAL BY BREWINGTON GROUP INC. AND THE CLIENT FOR WHOM THE PLAN WAS PREPARED THIS PROW -VON EXTENDS p TO THE RESULTING PLOT OF THIS PLAN AND THE COMPUTER DISC OR E MAIL OF THE PLAN PROWDED. ANY VIOLATION OF THIS PROWSION WILL VOID ANY PROFESSIONAL OBUGA77ON OR WARRANTY, EITHER EXPRESSED OR IMPLIED BY SREWNCTON GROUP INC. AS TO SUCH CHANCED MATERIAL SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ESS No. 48851 d Exp. 09/30/10 \�•I� C IV 1� �ti►�/ BREWING TON GROUP INC CITY OF FONTANA, CALIFORNIA 411 JENKS CIRCLE, SIF 103 PHONE. (951) 47S4148 SEWER IMPROVEMENT PLAN 0 CORONA, CA 92880 FAX (950 280-9746 j REF- BG07-010 DRAWN BY: SCALE: Prepared Under The Supervision Of NM CHERRY AVE SEWER IMPROVEMENT As Noted SO DESIGNED BY STA. 49+00.00 TO STA. 59+00.00 0 N BREWINGTON R.C.E. RC/NM DATE: 11/26/08 CHECKED BY: Q% JB/PD D)RTE: 11/26/2008 Q- ��, DRAWING IN6 U D 51152 4772 g x