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Home My WebLink About1596-D _-A -1- J1 J______ i _ f I- t__ t 3 #5 - #3 STIRRUPS NEW BOX 1 6., EXIST. TOP CARRY BARS w INTO NEW BEAM v 4 #6 5" 4„ 4" 4„ 4" 4" 4" 4" NEW WALL LL rr z 12 1-5/8" = " - - -. e CT-N ,� P O S D FINISH (3,URFATE 1 34-5/8" z ao /fr DO cu(U CU coU1 U v 0w o � oa HALF BEAM M 1z - - - EL v m o +o ~ SCALE 1 = 1 -0 L1a in, _ + + + ou_ Cc �- z cv o o NJr a o - 0#6 at 12" 0/C • Lr) LD Q F- z I I _ mM fn~ ~ ~ M 0#6 at 8" O/C 1-1/2" CLEAR TO .� 12 MAIN BARS, 1" CLEAR M ( SIDE CUT EXIST. BOX TO STIRRUPS � XI T . 12" H. G L . 00 3 0 SECTIONAL VIEW #6 at ii" Cu - - r, I I 3 #5 -- -- • IJ. 8. 8 - �I #3 _ _ SCALE 1/2 = 1 -0 � � � - LiO = 7. 25 (14. $6) B TM NCSEET ' EXISTING BOX --� � J —�- 1_+1 -- - - - - -- -- _- PP MAINTAIN HORIZ . EXIST . --�--+- rt--- - - „ XI T. 6" G NEW BARS IN EXIST . cu .-- 4 #6 NE W BOX NEW BOX H. G L 00 3 0IT -1 • • BOX TO JOIN BEAM BREAK OUT EXIST. WALL ff NEW WITH 90 ' HOOKJ POUR AGAINST (35. 5) T, P . 3 6 L . 2 ( AND EXTEND STEEL INTO 95 % COMPACTED 3 • • NEW STRUCTURE BACKFILL P OP S D 4' R. 0 P . P PE EXTEND EXIST. #4 BARS EXTEND EXIST. #4 BARS BEAM SECTION INVERT 15" INTO NEW WALLS • 15" INTO NEW WALLS 35 5 F • SCALE 1 ' - 1 - 0 NO SCALE I 0 I 3 . 4 T. P. - - - -- - - - - - - EXIST .�-- BEAM • • EXIST . NOTE - ---- OVER -- f %J --- MAINTAIN 1-1/2" CLEAR DISTANCE FROM NO. 6 BARS TO BOTTOM 12' W TE LINE • OF BEAM, BEND BARS ENTERING SIDE OF BEAM UP TO AVOID NO. 6 'S. IF THIS IS IMPRACTICAL, RUN SMALLER BARS UNDER NO. 6' S AND DROP SOFFIT TO PROVIDE 1-1/2" CLEAR DISTANCE TO BOTTOM OF BEAM. SCALES S T I 1 job= 81. a c s O o = 58 2 cfs HORIZONTAL 1 " = 20 ' - - -- - SIDES C ONNECTION D ETAILS- 9 VERTICAL 1 " = 2 ' _ - _- _ NO SCALE NOTE. 10 11 2" CLR . 1 ' -B" 1 ' -B" � 2" CLR . w LEGEND w w w RELOCATION OF ALL INTERFERING UNDERGROUND CONSTRUCTION NOTES QUANTITIES 1 6 at 12" 0/C SYM . ABOUT #4 at 16" 0/C, CONT . , TYP. TOP C BOTTOM > > Q UTILITY INSTALLATIONS SHALL BE COORDINATED FL . rLOw�- INE 2" CLR . 2" CLR. FOOTHILL a a BLVD. 1 REMOVE INTERFERING PORTION OF EXISTING R. C . B. LUMP SUM FO FIBER OPTIC 2" CLR . WITH AFFECTED UTILITY COMPANIES . O G GAS OPTIONAL - CONSTRUCT 5' -0" X 2' -6' R. C. B. per Typical Section. 152 L . F . CONSTRUCTION PVC POLYVINYLCHLORIDE - CONSTRUCT MANHOLE FOR CONCRETE BOX STORM JOINT lI� m STA. 10+28. 25 35.62 FL. DRAIN per A . P . W . A . Standard Plan 323-0 . 1 EACH SS SANITARY SEWER • L ARROW ROUTE END TRANSITION STRUCTURE 3 4O ENCASE EXISTING SEWER PIPE per Detail 1 . 9 L . F . T . P . TOP OF PIPE Q STA. 10+18. 25 o J 5O CONNECT TO EXISTING R. C. B. per Connection Details . 1 PLACE W WATER w o z N � CE - #6 at 12' 0 C Ln CENTERLINE INTERSECTION in a oo > 4' J 4' / w `" JOIN TRANSITIONCD U Al Z 30 ; Z ¢ 0#6 at 12" 0/C - 4" OR 6" OPTIONAL c=, } STRUCTURE PER DR 96-22 - so w - Q Q �� c~n U #5 at 12" 0/C N #5 at 12" 0/C LD cD z z ' w EXISTING W.V. 2" CLR . 2" CLR . Z + L . w = r- H H x J � i _ w ENO R. C. B. ----- - w ¢oa H Ln wlu - 2" CLR . H a BEGIN TRANSITION STRUCTURE " EXISTING SIGN 2" CLR . cu J z Z m w w EXISTING CATCH BASIN 3-#4 CONT . H 3 NORTH R/W u EXISTING w.v. CONSTRUCTION JOINT 2-21/32" 3-#4 CONT 6TH 2 STREET a ~' ' `~ 12 W CE Z Lo -- -- ---- --- -- ------------ #4 at O/C -- CE -- - _- - - - - __- --- --- - -___-____--_ ----__-- -�_ ___--- --- - -- ____ ___- ------------------------------------------- Lu __-- -- - - - - - - - ---- > a w y-- .: _� —EXISTING VENT tD ----------------------------------- w --------- ---- ----6- ------ �_-- T - ---------- S I T E -- ----------------- Z w -------- -- EXISTING STREET LIGHT > HYDRANT p 1 _ _ .............. - _.-..... . . ._-_. - 4TH STREET cn a ------ --- ------- ------------ --- -- --- -- ------------ ---------------------- -- -T-------- -- --------_--_-_---_-_--_-_- -------_--- 3 CLR I J -- ------- --- --�-_ --------- ---- .. 1 6"PVC FO (36. 45) T.P. � O I `•-- : " :� ----.---.-_----. ----_---------.- -----------------------.--.------.--------------- � 1 12"W (37. 78) T P. — (36.76) TOP ENCASEMENT - 1 ' -0" - 1 (34.86) BOTTOM ENCASEMENT 6"G (36. 01) T . P. EXISTING ELECTRIC : ; • � • <+ VICINITY MAP 4„PVC (35. 95) T. P. MANHOLE ii ____ _____________ _ -_ -___-____-____-____-_ --__- 3” CLR.---� NORTH (36.82) TOP ENCASEMENT ,; NO SCALE Q I (34.86) BOTTOM ENCASEMENT 18"SS (33. 73) T. P. +t� / —18 SS------ EXISTING 3'-0"X 8-8" R.C'B-SD ---- -18" SS ------- --- ----------------- -----�— --r--------- - i - 1 z NO '14'35"E 2 2 3" CLR. 01 3" CLR Q W STA.---9+73. 66 EXISTING SEWER MANHOLE '� " '' • -- - 60 00 00 35. 38 FL . 4 r. :; :� 1 ' -0' B" 5 ' -0' B' 1 ' -0 ' Ln N89 ',, -72 E ' '' #4 at 16" 0/C, Qj 1 ----_--_----- N60 .07'28"W #4 at 16" 0/C, cn Q 4TH c _ _ STREET CONT . , TYP. CONT . , TYP. %A V UJ 1, 121 . 61 � � Q �- - 2" TYPICAL SECTION CD ENCASEMET TO BE FULL WIDTH N89 °49 ' 24 " E m I M _J P g OF R. C . BOX FOOTING WIDTH 0) 11 m L1 X oi`O is 20 DIAMETERS SCALE 1 = 1- 0 UD n m �� P 1/3 � EXIST. 18" S. S. u~i m 0) m 0. 62' CLR. ( 33. 73 ) T. P. �Q' �o�� 1' 1 _ Co P P is I EXISTING 2 - 7'-0" X 3'-0" R.C.B. MODIFIED TOP DECK TRANSVERSE STEEL `'� 1: :: ' T T— 1 • AND SIDE WALL STEEL . BY 7 1 LAYER TY 30 POUND FELT 5 MARK DESCRIPTION OF REVISION DATE ' FOR REINFORCEMENT APPROVED SCALE 1 " = 20 ' SEWER PIPE --------------------------------------======_=_ -======_=====_=====----+_---�---}- ------=—============—= -—====—===--------- Y OF RANCHO CUCAMONGA 12" 12" SPRING LINE �0-- AN _ EXISTING STREET LIGHT 1; EXISTING STREET LIGHT PRIVATE STORM DRAIN PLAN EXISTING STREET LIGHT PULL BOX ii i EXISTING CATCH BASIN SCAT E- = 1 - 0 DETAIL 1 HERITAGE BAG COMPANY SOUTH R/W - 12320 4TH STREET zis STORM DRAIN NOTES CURVE DATA H MARK N 1 ;-�OFE�S ONS; DR 96-22 BENC 0 1000 �- N 1 . ALL WORK SHALL BE DONE IN SIRICI CONFORMANCE WITH THESE PLANS, iHL CITY OF RANCHO 4 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DIVISION ',�• J\ y! APPROVED BY DA o Found 2" brass disk in concrete curb stamped "Cit of CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA O R L T p Y 2 . :, Rancho Cucamonga Bench Mark 10001 1987'' north side of � " °' �' crl T CITY ENGINEER R _ Z zed CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR EASEMENT OR RIGHT-OF-WAY. 1 90 °25 ' 11 " 22 . 50 ' 35 . 51 22 . 67 g I �, ��No. 877,E �, DE I uN RE COMME NDE D m ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 5. NOTES CONTAINED IN A. P. W. A. STANDARD PLAN 342-0 SHALL APPLY TO BOTH THE CONSTRUCTION "� ROBER REBENSEE, R R . C C . E . 2 30 °03 ' 08" 45 . 00 ' 23 . 60 ' 12 . 08 ' 4th Street 0 . 5 miles west of Etiwanda Avenue, easterly 10373 Trademark Street-Ste . A 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE OF THE TRANSITION STRUCTURE AND THE REINFORCED CONCRETE BOX. � CIV1�- �� R . A . B . end of catch basin, 40 feet east of P. P. #173376BE . , _ OQ - P. o. Box 1614 ----- --- SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING '�\FDF CNO I Rancho Cucamonga, CA. 91730 m DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. ELEVATION 1039 . 709 -- DRAWN (909) 945-2119 sHEE7 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, R . P . B. 1 OF 1 cii VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE R. O. W. LIMITS C.E. 22877 w OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED CHECKED Robert A Bebensee Exp. 12-31-97 DRRWGGNNO. o OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. CITY DATE 2!716-77__FILE NO. Lvl_b_D 00 Q