Loading...
HomeMy WebLinkAbout5036-5i Y I RESTRAINED JOINTS I I ; -_ I i i I I 1060+ 71050 M i I i EI TI ROU D t i i f E X1 Ot* ( I OVER _Z ENCH COM o I i M RCE- I a co (0II-�I --{�-II--fi--u__ I l i i a = I I = j t 3 3 E, II I1045!�il1055 I I II t i I I RIS = I 4 10 I ' E I ' _ I SII I i f I a i w Z i , , i M _ I ' 3 � s W I I i z j = 11 1 11€ ( I i i { I { , — I ! I I I 1050 1040 I I { w ' II ' r I i I I i w I; i ; i I 24. S �L CASINGS I I i _ A CS RE ED I 3 ! I ! I I I I 'Il II i\ I i I I i i I t = I i ■ , 3 1 1 . _ a 1045 1035 ► �— I i I I —..� E -- I I i 0' O C M I I ! ih I i , %01 dr —� gg i � I ! I ; f I � I 1030 ` 1040 , i I i I 30 �.F R EAN i I I ' _3 —4 i I r T..' I ( I E 1025 j I j I I i I I iz E � i _ - .... - ' —1 i i I p J I I = i i f " 1020 _ _ Iw I 1030 ' I t I ' 2 1 i .> I I z i W F- I F- ; p _ — — _ ._... .�... h �0" AND 241 DIS' i �00' AND 24- DIP ' I � 30; AND � 24r D I I l Aa J o ,® --� 0 � L .59.19'; 0.120 ! ! , =337 21'' =-0.002 L=203 60' S4U.tl01 i �_� - I - I + +- + + - + FhS. i r M o .;.._-._.-- CID i I i -r —�- 1015 i , — — I I i I 10 2 5 34+00 33+00 32+00 31+00 30+00 29+00 TGT. N0. 32 30" AND 24" DIP 30" AND 24; D 30" AND 2 IP' STA. 11+19.21 INO A iF t j L=14$.6 ' -0.1200 3 L=� 1 103' S= ' 0. 2 =95.04' S :- 12 0 / t_ » SAN BERNARD --- -%-- i _.---i-- j I 3 ANI6T24 DIF '- ; i NOTE: CONTRACTOR IS ADVISED THAT SPECIAL TRAFFIC » LAN AVE. 44__._I-1='_ �_S=O.a05 REQUIRED AROUND BORE AND - TAG 1 I.P., SBC SURV I I CONTROL WILL BE U ELEV.- 1059.15' 10101I s I JACK LOCATIONS. 39+00 38+00 37+00 36+00 35+00 TGT. N0. 11 SAN SEVAINE CHANNEL STA. 64+19.05 BK= STA. 64+05.54 AH SAN BERNARDINO AVE./ ! I w 1 y PAN AVE. -- �'' j _J y ' i i 1 0�� - tzP� 1{i 6 \ 1 I.P., NO TAGS z I/ j w ,{�l 9 2 `� 'J � I� 4 �'� w �� 2 9 � v 4 r � _ I ELEV.= 1043.70 = / r, z i / " `�' w , i 4 4 � 8 �f `� . � � I z + t // / u �_ 1 1l i i O O \ h -� y� �� h h r h �. U i` �, d, j � J p Q d' � O W F- O 00 O C9 O I OD F- N t0 �. c0 Z� O (� 0'J J / i'�_ stn J a di C7 tt) z / O Z N „ O O E� n- r- C9 O cV a �- % 1- h — _ L. O z 1n + j 1 Oto OO U_ H r .� W M LL_ O z N "(n O LLj- � Z f� { � 'j O W ---- + LL / + U �._ ♦ Q� ♦ O C? + ♦ O) Q ♦ Q ♦ O ♦ d ♦ LL_ +. O C9 ♦ N ♦-'Q ♦ O d cv,Op O i00 a ,• h h .�Z h Q to if) j 11 'tD U to �O, in O M -�z M Q i' N :U�N Q'C7 0 F- 1z,'\ + �, �M i %fj'/� 0 - M M M M M. S M U M N M M WW M M M S M U I M. IM (n O 1 -- _ —_ —. �---- --__ f/ O W Z . 'F Z z _J — - -- --- - ___. — tf Q Qo a0 azU ao aaz 1 aca az -04 Qc�aa. _ A. azU ao j �, acs dWX Ofw _\`--- =�-?in --_—_--- _ '1' --- _ F- 'u) F- z _ ` — F - H w w F- z I- F- Q I t- W f- w O s ! w — F- p w w-4- r z, H m �F- v) r- V) w _ cn .(n Ott "--U) w 000 - __-- -_. _ii {/ cn m v) U mV) mo- cn �N .0 w in W - _ cn U m — N — — _ ■ /W - -- --- - __ -- -- - _-- - - -- - - - -_ R-- - W S89 04 25 W -- - S89'07 44 W 35+00 3 +9a - - 0- - 0+_0 --29 - M C� - _ rn Z 1 3 I �yx�y MH ( - - PO E AND - - - — - z 3 -- --- J \ems - -- - 1 3 7 + I ROPOSED BORE AND - -_-e W JACK. SEE CASING N - - --- - -:.- - - T j - =--- _ 1 _: 1 JACK. SEE CASING I 'si,-- J �:. W 0 " --- - I - r --DETAIL, SHEET 12. DETAIL, SHEET 12. �..� z W MH I REMOVE EXISTING 24 STEEL _� a �v- -- �- -._ h.�__m - - — -- - -- - - - - -t STEEL CASING, AS REQUIRED. j lw`-ao �' __,_� { fro T G00 STEEL - r ; a - - -_ I —�-- _—j -- _ _ _ - ! --- — - CONSTRUCTION NOTES: ' Lo N ' I �1 CONSTRUCT POLYETHYLENE ENCASED 30" AND 24», PRESSURE CLASS 200, DUCTILE IRON E W W - - W} ' -` W I PIPE (DIP) AND FIRINGS, BEDDING, TRENCH REPAIR, ASPHALT CONCRETE PAVEMENT, E W i ( Q AND PCC PAVEMENT PER DETAIL 'A', SHEET 2. I -R/W I -- CONSTRUCT POLYETHYLENE ENCASED 30" AND 24 PRESSURE CLASS 350 DUCTILE IRON 2 C ,° ♦ ! ' I I ! 1`� - n, ! PIPE (DIP) AND FITTINGS, BEDDING, TRENCH REPAIR, ASPHALT CONCRETE PAVEMENT, i ± ' I I( fBERNARDINOAVENUE AND PCC PAVEMENT PER DETAIL 'A', SHEET 2. - - - - - ---- - SAN II CONSTRUCT 2-5" POLYVINYL CHLORIDE (PVC) CONDUIT AND FITTINGS, BEDDING, TRENCH = Q' 9 �pFESS� REPAIR, ASPHALT CONCRETE PAVEMENT, AND PCC PAVEMENT PER DETAIL 'A', SHEET 2. o COMMERCE DRIVE ,r,. � " N o Underground Service Alert ,��{ O4 CONSTRUCT 2-42 STEEL CASINGS (0.563 INCH MINIMUM THICKNESS, RESPECTIVELY). 3 ao Y SURVEY CONTROL TABLE: �' N� 6 40 CONSTRUCT AIR VAC/RELEASE SYSTEM, SIZE AS NOTED. "- , W Call: TOLL FREE X9984 O SCALE: 1 -40 w_ 1-800 TGT No. NORTHING EASTING BEARING DISTANCE �• -�� O8 CONSTRUCT BALLARD. " 227-2600 32 1850894.63 6711108.88 N89'06'04"E 5299.75' C I v I V, ' 11 1850811.49 6705809.79 qr CA,\f"' 9 CONSTRUCT 4 x 4 PRECAST CONCRETE HANDHOLE/PULLBOX, HS -20 RATED, WITH L _ Z 0 4" MINIMUM WALL THICKNESS, OLDCASTLE PRECAST OR APPROVED EQUAL. J � TWO NONSIG DAYS BEFORE YOU MG 0 in DESIGNED BY: T. Renner DATE: 04/07 PREPARED BY: SAN B E R N A N D I N 0 AVENUE AND FILE NUMBER SHEET N0. INLAND EMPIRE UTILITIES AGENCY JOB NUMBER j DRAWN BY: C. Bu=ani DATE x/07 TKE Engineering, Inc. A Municipal Water District E T I W A N D A AVENUE SEWER FORCE MAIN SALE N/A 5 .� CHECKED BY: M. Thornton DATE: 04/07 4446 Central Avenue 4H a0i Riverside, Ca. 92506 1. O RING (951) 680-0440 LOCATION MAILING ADDRESS SEWER FORCE MAIN GRAPHIC SCALE 6075 Kimball Avenue Post Office Box 9020 % REVIEWED BY: I.E.UA Mir T. Fattahi,P.E. DATE: Chino, California 91710 Chino Hills, California 91709 PLAN AND PROFILE Telephone (909) 993-1600 REV DATE BY DESCRIPTION App'p Project Manager OWNER NAME DATE 0i DRAWING NO.-B–*0777"