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HomeMy WebLinkAbout1720 TEMPORARY BENCHMARK ELEV: 1620.90 CHISELED "X" IN TC AT ECR OF NORTHWEST CORNER OF BANYAN STREET AND FREDERICKSBURG AVENUE. M NG CT'0'1�" YO -RA -.,- Hd� ICUCA 0-. A �, Underground Service Alert Call: TOLL FREE N fAN S- TRFET 1 -800-422-4133 AT F AVENUE TWO WORKING DAYS BEFORE YOU DIG TRAFFIC SIGNAL_ AND WIDENING GENM& NOTES: ABBREVIATIONS 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard PT ANGLE POINT Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 AC ASPHALT CONCRETERANCW P1 LOT supplement. A.P.W.A. AMERICAN PUBLIC WORKS ASSOCIATION AVE AVENUE CUCAMONGA 2. Public and Private utilities and substructures shown hereon are from available records. The BC BEGIN CURVEHI�LsIo RD Contractor shall be responsible for protecting all utilities and substructures as shown within the BCR BEGIN CURB RETURN "� L �J L- _ - construction limits of this project and shall be responsible for any damage as a result of the BLVD BOULEVARD VE construction operations. BM BENCH MARK a - I C.B. CATCH BASIN 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two CB CURB working days prior to construction or regarding any problems. CFS CUBIC FEET PER SECOND --------------- 0 L CENTERLINE BANYAN TI'll w ANYAN ST Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 $WD CUCAMONGA COUNTY WATER DISTRICT Q IGH DAVE Southern California Edison Co. - Victor Perazo 909 357-6182 CMP CORRUGATED METAL PIPE Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 CONC. CONCRETE Z 19TH > C Southern California Gas Co. - Hank Delgado 909 335-7712 D/W DRIVEWAY N W TORIA General Telephone Co. - Bob Parent 909 469-6354 E, ELECTRICAL W 0 Q General Telephone Co. - Dallas Stringer 909 469-6339 ELY EASTERLY 'a X PARK LN Telephone EC END CURVE o W g General Telephone Co. - Jerry Faubei 909 469-6347 46 ECR END CURB RETURN ASE LINE o Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 EV ELECTRICAL VAULT w = Cucamonga County Water District 909 483-7440 > 9 tY F FINAL R 22' 22' G L G ADE � a CHUR ST 4. The contractor shall notify the City of Rancho Cucamonga Police Deportment, The City of Rancho FH FIRE HYDRANT ' �a l TER R ISTA Cucamonga Fire Department and any affected school district, 72 hours prior to construction FL FEET PER 1 W indicating any detour and/or road closures. VARIES -0.20% TO -2.70 FSS FINISH EpSURFACOND FooTHIL elvo= F- F 11 `C 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) CO DPLANE 0.10' AND G GAS LINETT qxf! 477-2740 ext. 4075, Monday - Thursday, and at least two workingd OV LAY 0.10' MIN. GB GRADE BREAK Q I ❑❑❑ 10500 CIVI start date days prior to the construction 4" AC OVER 5" CAB � GM GAS METER w ARROW RTE CENTER DR. �G1 c AJ GTE GENERAL TELEPHONE SBCFCD G EA T � • � � � S MENT GTR. GUTTER 6. A permit shall be obtained from the of Rancho Cucamonga prior to a construction or o� EXIST. N'LY R �Q1 ��` o 0 46' SOUTH HP HIGH POINT 1� P �Y 9 any � � � � 0 encroachment within any City of Rancho Cucamonga easement or rights-of-way. 1621.20 `� PAVEMENT Q); �o �" 1621.20 INV INVERT CC.w .- --_ - __ �6 _ 2% ._____._ _ I - LAT LATERAL �OC,ATION 7. During the construction operations Banyan Street may be reduced to one lane. The contractor shall MAP t620.so (1.18%) �� (-1 88� -t.8 - - _ - - 1620.80 LT LEFT Not TO 90ki • 1620.40 , - _ - _J _ _ - - - i t620.a0 MED MEDIAN provide flagman control during this time. AJI other times one 12 lane in each direction shall be _ _ - _ - - - _ maintained evenings, weekends and all other non working times. The traffic lanes shall be maintained 1620.00 ✓ L - - o - - - - - 1620.00 M.H. MANHOLE _ - - - �' _ M.W.D. METROPOLITAN WATER DISTRICT INDEX on pavement, and sholl remain unobstructed. 1619.60 (- - - - - t6t9.60 N'LY NORTHERLY SHEET DESCRIPTION -30 -20 -10 / 0 10 20 30 40 50 PCC PORTLAND CEMENT CONCRETE 8. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or 52 + 50 sAwcuT AND REMOVE PRC POINT OF REVERSE CURVE 1 TITLE SHEET h rights-of-way f All 2 PLAN AND PROFILE encroachment within an C' of Rancho Cucamonga easement or rights o way o any work. p Y �Y 9 P/L PROPERTY UNE 3 TRAFFIC SIGNAL AND STRIPING PLAN discrepancies shall be reported for direction immediately to the city. 8" CURB AND 24" GUTTER 0 FLOW (CFS) 4 CROSS SECTIONS TYPICAL BANYAN STREET CROSS SECTION RC RELATIVE COMPACTION 9. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall STA 49+29.76 TO 56+25.35 LEGEND: R.C.P. REINFORCED CONCRETE PIPE take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said HORIZ: 1"=10' RT RIGHT underground utilities, pipes and structures. SCALE: VERT: 1•=2' 0 PORTLAND CEMENT CONCRETE RTE ROUTE SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 10. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to 5" CAB. S.C.G. SOUTHERN CALIFORNIA GAS COMPANYS.D. STORM DRAIN commencement of any work. All discrepancies shall be reported for direction immediately to the City. 4" AC S'LY SOUTHERLY STA. STATION 11. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall ST. STA. STREET STATION possess any and all contractor licenses, in form and close as required by any and all applicable ST STREET laws with respect to any and all of the work to be performed under this contract; Including but not S/W SIDEWALK limited to a Class "A" License (General Engineering Contractor) or a combination of Specialty Close TB TOP OF BERM TC TOP OF CURB "C" licenses sufficient to cover all the work to be performed by the Prime Contractor in accordance T.F. TOP OF FOOTING with the provisions of the Contractors License Low (California Business and Profes4ions Code, Section T.G. TOP OF GRATE 7000 at. seq.) and rules and regulations adopted pursuant thereto. TW TOP OF WALL W WATER W'LY WESTERLY WM WATER EXISTING SURVEY MONUMENTATION CONSTRUCTION NOTES WV WATER VIALTVEE All existing survey monuments that will be disturbed by this project shall be referenced and reset by I CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STD 104, DETAIL A2-8 the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. 2a- fo and described as CONSTRUCT 4" AC OVER 5" CAB PER CITY STD. 100-A Monuments found by research of available City records and by field survey are shown on the plans follows: 3CONSTRUCT CATCHBASIN WITH PROTECTION BAR AND LOCAL DEP. CASE "D" PER CITY SID'S 300 304 305 307 & 325 4 CONSTRUCT PCC ACCESS RAMP PER CALTRANS STD. 468 1�- 1" IRON PIPE PER R. C. STREET TIE BOOK 15-82 55 SAWCUT 2" IRON PIPE AND TAG, MWD RCE 21759, PER R/S 37/35-38 66 INSTALL 1500D RCP PIPE PER CITY STD 341, TYPE 1 7 CONST. 13'`TK. PCC DRIVE APPROACH AND CURB ADJACENT SIDEWALK PER CITY STD 101, TYPE R-2. MATCH UP WITH EXISTING CURB OPENING 3�- 1" IRON PIPE FILLED WITH CONC. NO TAG NO TACK, PER MB 220/62 8a- CONST 8"I K. PCC DRIVE APPROACH ONLY, NO SIDEWALX, PER CITY STD 101, TYPE R-2. 9 REMOVE BASIS OF BEARINGS 1 O) RELOCATE THE BEARING OF N89'18'170E BANYAN STREET PER TRACT 13542 AS SHOWN ON A PLAT RECORDED IN 11 INSTALL 6' CHAIN LINK FENCE AND GATES, 20' CLEAR OPENING, PER SBCFC SPEC.D.. I BOOK 220 PAGES 66-68 OF MAPS �.IN RECORD OF SAN BERNARDINO COUNTY CAUFORN WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. 12 ADJUST TO GRADE , OrCONSTRUCT CONCRETE COLLAR PER CROSS SECTION 52+70.84 SHOWN ON SHEEP 4 REVISED CONDUCTOR SCHEDULE, PO.0 LOCATI(.N AND - CONSTRUCT CONSTRUCTION CALLOUTS ON SHEET 2 7/18/00 METROPOUTAN WATER GENERAL NOTES: NOTE I I SP DWG. WAS SP 222, ADDED NOTE ON SH. 4 DURING CONSTRUCTION, THE METROPOLITAN WATER DISTRICT FIELD REPRESENTATIVE WILL MAKE PERIODIC ADDED 8"TK FOR D.A.,REVISED GATE LOCATION ON SH.2 6-6-00 INSPECTIONS. THEREFORE THE CONTRACTOR SHALL NOTIFY MR. JOSEPH MARTINE7 OF METROPOLITANS WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909) 392-5095 AT LEAST TWO WORKING DAYS PRIOR TO cry ANY WORK IN THE VICINITY OF MWD FACILITIES SHOWN ON THESE PLANS. N0. DESCRIPTION OF REVISION DATE . CITY OF RANCHO CUCAMONGA A CONSTRUCTION PERMIT HAS NOT BEEN OBTAINED FROM SAN TITLE SHEET BERNARDINO COUNTY FLOOD CONTROL DISTRICT. THIS PROJECT BANYAN STREET WILL NOT BE AWARDED UNTIL THE PERMIT IS ISSUED. AT FREDERICKSBURG AVENUE TRAFFIC SIGNAL AND WIDENING IMPROVEMENTS o Qac J ` APPROVED BY: DATE: '� ''�<� CITY ENGINEER RCE: 24953 DESIGN = A .: N REC0MMFND0 No. 24953 z CSB CITY OF RANCHO CUCAMONGA HiQ W � EXD. 12-3i-01 T) 0c �' 10500 CIVIC CENTER DRIVE 49 *� DRWWN RANCHO CUCANAONGA, CA 91730 SHM civ�� .,��� CSB 1 of 4 C►a-�E CHECKED R.C.E. NO DRAWING NO. DATE FU No 2000-01 1720 - - - - - - - : : - i 1 , i ; _. y .. ., I _. X74 r- , , I ,C� i 1 / � i S i i I A i I i is S i I , r : I N F ; ! I t ; r ; I i + , 1 ; r r _ __ ___ __ _ _ _ :__ __. _ 1 _______ _. �_ _; CHISELED IN TC AT ECR OF NORTHWEST i , : I t + I i fi I I I i i 1 t ; I , ! AN STREET AND FREDERIC SBU G AVENU I 1 ! ; I I i, f BANY E. i I i I , S ! I I 1 r , K R : i 3 _ 1 i _ _. __. _ _. ____ _ __._ -__. __ _ __. -__ ._.__-- -__.. _- _ -- _. - .. _ .-J.. _ i.. .; 1 - _ _ -_ .-. ._ ___-1 .- - - _ _ ._._- -___ _ -_ _ _._ ._.. -_._ _ ; I i r I i t { t . 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SCALE. 1 40 _ . ._ _.,. + _ .- -- + a . j . -. + - + + + , x + + + r I t I I i M { Ii I i I I , I 1 ! i 1 i i i : i i 1 } , t t j I ! 1 I I I i , f 1 1 i t 1 i i f I .y 1 t + VERT. SCALE: 1 =2 t I I I 1 ! , ! t I j 49+00 50+00 51 +00 52+00 53+DG- -_ N-- _ - - 54+W - 55+00 56+00 57+00 58+00 APPOMATTOX � _ �1 _ _ :,w COURT _ I f I R/W ,33jI I 33, R/W S L 15' �8' 18' 15' Q 0 1 2 � EXISTING IMPROVEMENTS g � z rn STA:52+77 TBM � / TRACT 1 3542-3 PLAN 1 302 SH 4 O U Q I OFFSET:22'LT T I� �j D - cD Q � o � 't (D (BY SCE I ;LI m W I STA:56+07 2 -U) AFTER SIGNAL � � OFFSET:34'LT x cD K U_ 0 z w m Q (D INSTALLATION) MN° � ;I I Y Z Itr (0 i `~-` N a O o Q O � N 9 U� 11 3 (�LlJ � o o p =4� � > ch t.- O 3 TPA(-T 1 _'=i \ I i� m TPI' T ' "r_i4 ' II W 2 � Q Uwo � o� ` I� � U _j (0 3 � Q z� o W - STA:54+57 2 Q o v 47 _j Q U � Lj 3. 3 � cr. C o OFFSET:34'LT J + U) � O _- U ,n v Q - � R z L�.J E EXISTING IMP OVEMENTS U "' �� 3 Q w � i w TRACT 13542 3 PLAN 1302 SH 5 a s `-) n � �' - - - - - - - - - - - __.. _ - I __ -„ _ - - _ - - - O��u CiTY Rf MI ,. •' L�-Y b ' ." _ Y CIiY R oA -� R/W _- -_ _.. __. __ _. ___ _�., __. _... _.. _... _. _. _ __ e, _ _. -. ,-sD0mH F, m - � s>%+ - - - - - - - - _ -`..m�yg _ __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i - - - - - - - - - -46-'N-- - - - - - - - - - - -- - - q �CrV+� - - - - - - - - - -- - - - - - - - - - 4-6 �N- - - - - - - - - - - - - - - - 6 y ,. ., 5 0.10' DEEP o � �� JOIN EXiST. PIPE j _ It . i MWD MH 96" MWD FOOTHILL FEEDER RIALTO PIPELINE 51 N N 52 !I 53 1 54 55 6 O 57 49 1 STREET C L 1 N 89'18'17" E- +I - STREET CA - , . 7. _ -48+Q� ! I- SECTION LINES I� _ _ -- -- - - - - - -- - --. -- - - SECTION LIN 58+Q� s M W - N -- r` - -- - - E T f I- -- - - - - - EASEME&JT -- R/W - `-V -GTE ---' ----- - _ f , E - - - - - - - - - - G?E -- - - - M� r _ - E - r -----r _ -- - T - - - N G M H - ----- - - - jN - T . . . . , . �-_-- h- -h z - YA -- - ,� -�- BAN S .. _. _- _ E �_ r -r T � 1 1 �F U T u�� � a 6 �,4 W D F C,_; � L � ._DER �I P t t i __ _ _ . -- �-- -___ . \. _ � - �-`-- _ , �- ,- ---- -- - -- _ _ __-._._�__ __ T �. � / T �0� I � � 5 9 ) L (� 5 9 MIdCD 12 °� 2:I 35� r, 1. - - , - - - F �' G 1 p:1 1- 6+E -- GTF - - - - - - �- - - - - - - - - - - - - - � - - - - c ti' tet.. � � - � � � � STA.5 +89 L �AIIWD R R � Iw 1�1MD 1 o a . + 2 0 OFFSET:46'RT� t w 9 5 9 -w � \ 1 2 L 10 1 cn 10 / N 6 C o o _ TOP OF SLGPE _ / OTY (5) - Q > Q C S 5 5 c� ^ kr cD o NOTE I I , SP DWG. wAS SP 222 � �- Q LIMIT OF GRADING 2 - o II w � I ADDED 8 TK. �1 /� o I f- � OFFSET:46'RT ., (, - o sTA so+00 z LO 0- w (SEE CROSS SECTIONS) o N V) z ^ x + �' o z "�z GATE AT 35 FROM CURB FACE wAS AT R/w, FOR D•A. 6 6 00 ��C' SEE TRACT 1 3890 PLANS 1 556 SH 6 OFFSET:6'RT 3 w - o Q w o U) 9 Q Q U)F_ FOR EXISTING iYPROVEMENTS v w `t cD � v LATERAL "Y" 6 it 4 22' 22 (EXISTING) 9 + p If) z I- a w NV) GTY N cD - o I- tl � Q PVC N V) o m r +- NO. DESCRIPTION OF REVISION DATE cL? STA:49+30 Q `n a z w v (SEE CROSS SECTION ►- 20' 44' CHAIN LINK II Q o � � D c0 x Z z r 2 OFF-SET: 46'RT w m Q Q m 52+70.84, SHEET 4 m 0 PIPE 53♦29. FENCE 3 (n a ( a c� �z 93 BANYAN STREET Z CITY OF RANCHO CUCAMONGA � Q rn � � w ) FUTURE v~i 8) J � �z_ �r �p 5' m + \ z cuRVE TABLE 3 STREET 31 +60.97 FREDERICKSBURG AVENUE �, �, N �, w Iz � p \ Q CURVE TANGENT LENGTH RADIUS DELTA Z 36' z w z U o o zo c� 9.57 18.10 22.50 46'04'48 GRADE DIRT FLOOD CONTROL ACCESS ROAD 1 1 w 5 o � Q � � U � �F„ 'Z r _.,- G -,_;F:., ;- (BOTH NORTH AND SOUTH) TO MAINTAIN 20' m' CHAIN LINK o PLAN AND PROFILE m o MIN. WIDTH, MAX. 1TH SLOPE WITH SIDE FENCE AND 6ANYAN STREET rJ CONSTRUCT1oN NOTES � v SLOPES NOT STEEPER THAN 2:1 , MATCH UP GATES z �- CONSTRUCT 8" CURB AND 24' GUTTER PER CRY STD 104, DETAIL A2-8 WITH EXISTING ACCESS ROAD w 22 CONSTRUCT 4" AC OVER 5' CAB PER CITY STD. 100-A AT FREDERICKSBURG AV E N U E 30-- CONSTRUCT CATCHBASIN WITH PROTECTION BAR AND LOCAL DEP. CASE b' PER CiTY SiD'S 300, 304, 305, 307, & 325 -- TRAFFIC SIG NAL AND WIDENING I M P R OVEM E NTS 44 CONSTRUCT PCC ACCESS RAMP PER CALTRANS STD. 488 apfESSio 5 � LEGEND: �°P��• ti'`�, CiTY ENG NEER i ,( ,Q,� ��,� DATE: �. �, Underground �- �� �., � s / RCE: 24953 66 INSTALL 1500D RCP PIPE PER CITY STD 341, TYPE 1 PORTLAND CEMENT CONCRETE H / 11 Service AI a rt 77 CONST. 'TK. PCC DRIVE APPROACH AND CURB ADJACENT SIDEWALK PER CITY STD 101, TYPE R-2. MATCH UP wrm EXISTING CUR13 OPENING n No. 24953 "` ` � Coll: TOLL FREE - CONST "TK. PCC DRIVE APPROACH ONLY, NO SIDEWALK, PER CITY STD 101, TYPE R-2. N � REMOVE EXISTING AC o\ Exp. 2.3,-0, Vj CSB CITY OF RANCHO CUCAMONGA 9a-- REMOVE 1 -800-422-4133 '�� CIv11. � osoo CIVIC VONGA DRIVE 10 RELOCATE NEW ASPHALT CONCRETE � ��r �� RaticHo cucaM�tiGn, cA Q,�3o sH� TWO WORKING DAYS BEFORE YOU DIG 11 INSTALL 6' CHAIN UNK FENCE AND GATES, 20' CLEAR OPENING, PER SBCFCD SPEC- DWG• I � � COLDPLANE 0.10' MIN. DEPTH �C___\ CSB 2 aF 4 �r ,4DJUST TO GRADE P 7 4 WN N H 4 1'.4p' SBDFCD R/W 0.10' a�Ec�kl RG.E No °R',"�720 13 CONSTRUCT CONCRETE COLLAR ER CROSS SECTION 52+ 0.8 SHO 0 S EET MTE 3-2-� t7.E NOS COLDPLANE 0.10' AND--� COLDPLANE 0.10' AND TEMPORARY BENCHMARK ELEV: 1620.90 OVERLAY 0.10' MIN. CHISELED "X" IN TC AT ECR OF NORTHWEST CORNER OF OVERLAY 0.i 0' MIN. '`\ a" AC OVER 5" CAB �'� 4" AC OVER 5" CAB .Q~- �G� `F, BANYAN STREET AND FREDERICKSBURG AVENUE. 0� EXIST. SBCFCD Q� �c►,�� 0�� s?�6 SBCFCD �Q� .`O�° PAVEMENT WILY R/yyb�� °�� ,y- �� 46 SOUTH ���� �c NLY R/W�� 6� �,y� ,�� 46 §OUTH 1621.20 p ti 1621.20 1629.20 rJ �' 1629.20 �� � -,�-�o 1620.80 - _.____. (_1.889 __-- I _ _ - (1 18%) _ -1.803- _ - - - - X70 I 1620.80 1628.80 I (1_32%)^ _ _ -1.49 L �� - - - - - ��1 -'� / 1628.80 1620.40 - _ - _ _ 1 1620.40 162'3.40 I - - _ _ I 1628.40 L _ - - _ - - - - - - - 1620.00 - __._____-___ .-_._ _ _ _ _._-_. . - _ _ __� . . . . .. .... - _-__ _ . ._- ___ ._ _ 1620.00 X28.00 --_ ___._. - � ___ ____ __..,___._ __--_. �_-__ _ _ _ - ---_._ __.__----___ . _------- _ __ _-___ 1628.00 1619.60 L - - - - - '" - - 1619.60 -30 -�II _ - - -jt0- 0 =� 0 30 40 50 -30 -20 -10 10 20 30 40 50 �G1 55+ 50 SAWCUT AND REMOVE 4" AC OVER 5" CAB G, 52+ 50 SAWCUT AND REMOVE SBCFCO 4" AC OVER 5" CAB 1628.00 ___ . . ___..____-_..�!L� ___ _ .__._EXIST. NL RYY . -4Q1 ._..- _.__.- _._i�' _.__.__-__ -_ _ -._ SOUTH 1628.00 WILY R/W SOUTH e� PAVEMENT 1622.00 -____...- ._. _-._ __ .�� . __ ��s __ �Q�_. - _.____ ,�, __ - 1622.00 1627.60 �� 9 ( ��0 �'1 `ti I / 1627.60 1621.60 �`L �O I �` �� 'L� Cg , / 1621.60 1627.20 - (1.50%) �l' (-2.190 L ` `2'1F -- - - - �� �/ 1627.20 1621.20 - - �`� I 6`L° ��0�° 2% �7 ✓ 1621.20 1626.80 =-� _ 7 1626.80 1620.80 I _ _ _ 1620.80 1626.401 626.40 _ 1626.40 1620.40 �' - - - - - - I 1620.40 -30 -�Q - - - -�t0'- - - 0 - 30 40 50 -30 -� - - - --�0-- - - - �- - - 30 40 50 �6) X55+00 AWCUT AND REMOVE GAC OVER 5" CAB OO L CUT AND REMOVE � NNLY R 1N �Q, ) � 46'i SOUTH COLDPLANE 0.10' AND ��� 4" AC OVER 5" CAB � tip'• v � O �" ~ � � 1625.60 �, F . 1625.60 �o '9 � y. `1 OVERLAY 0.10' MIN. 6� N'LY R Q� ��' ° SOUTH �° -,ti 1622.00 - ___ --- __ . __ - __ - __ _ z _ _.__ __ __ ___�._ •4 __ _ _ __ _ _ _ dz 1622.00 1625.20 - - - J(-2.5 �O 2% gyp. 1625.20 e1v _.- - rJ 1624.80 _ 1624.801621.60 2% 1621.60 _ - - - - - - 1621.20 (-1.10 1621.20 1624.40 1624.40 . 1620-80 L 1620.80 -30 -�g t D 0 30 40 50 - 6-` - 1620.40 COLDPLANE 0.10' AND SAWCUT AND REMOVE '4 1620.40 OVERLAY 0.10' MIN. 54+ 50 4" AC OVER 5" CAB -30 -20 -10 0 - 10 30 40 50 �G1 ;BCFCD 51 + 5() •-SAWCUT AND REMOVE 4" AC OVER 5" CAB 1624.00 -- ______ ___ _____ �� __ -__ __ _ ____ _ N LY R -_ _ _ _ _ _�t '� SOUTH 1624.00 -- �G1 N R M G c SOUTH 1623.60 6�5 .16-P I �9) h� ti� �' i 1623.60 �� '< 1622.40 L �'� Ib / 1622.40 �°� EXIST, 6 Q1 .Q Q F �. � k. p 1623.20 - - - 1 2'x 1623.20 1622.00 --- --______ _.__��. _ - _PAVEMENT �J � tipQ 1622.00 -.- ._ _ -._ 869;}_ _-_-__ �3. � `L �4.� p �� 1621.60 - � 6 - -- -- -- � _ -T1.25z - - - - - - - (1.47%) _ 1X-2.615*1 �O`ti 2% �10.� I// 1621.60 1622.80 I _ - -_- - - - - - _ - 1622.80 C�1 1621.20 - - - _ - -1 70 1621.20 __- _ -_ -_- _ _____.-_-..- --_-___ __._.___._ _..___ ____. 1622.00 _ 1622 40 I- �� O�`O 7C - - '- - - - 1622.00 1620.80 _--- - -6 - 1620.80 -30 -2 - - - --10 0 10 30 40 50 1630.40 1630.40 -- - -_-- (1.35%) _ _ _ (-1.22%) ,-_ - -.._. _. __+ _ .-_--_- ,-- ._ _-� .____. - 1630.00 -30 -fin. _ - - =-ro- - - - o - - o � 30 40 50 54+00 51 + 00 SAWCUT AND REMOVE SAWCUT AND REMOVE 4 AC OVER 5 CAB 1630.00 - COLDPLANE 0.10' AND COLDPLANE 0.10' AND » 46 SOUTH 1629.60 I 1629.60 ��6' NAL R/W , 4" G OVER 5' CAB SOUTH - - _ OVERLAY 0.10' MIN. �,� -30 -20�G1 -10 0 , 10 20 �Gl 30 OVERLAY 0.10' MIN. 1623.20 � N LY R Q- 1623.20 1622.40 �sr �Q .,�°� ,COQ �'' / 1622.40 1622.80 t,� �� I 1622.80 Ov 58+OCA 1622.00 -- TN 69 jC�-__.__._- __. 6 I ��-- ___._ __- --- -- dL� e�Q`� __ _4� - __- 1622.00 1622.40 L EXIST. ' NG`, 1 Q1 �q� �� �c. 1 1622.40 °� ctJ 6 '� ti 2% 1p• 1/ PAVEMENT >k �. Cg 1`b 3 �6 1621.60 - (1.27% (-1.66 L - - - - - - - - - - -1 ^ 1621.60 1622.00 �O`L N ��� 2% �� ( / 73% -1. '`' I ti �' 1622.00 1630.40 ` ` ` 1630.40 1621.20 I - - - _ _ - - - - 1621.20 1621.60 - _ - - _ -` - NOS _ _ _ - - - - - 7 __.__.________ _.__ __ _ .__�� 5�� __ _.___._____ _______ - - - - - r 3 28 /� 1621 60 1630 00 �1. ) _ 9 1630 00 - ---- - _.._- �____. 1621.20 - - - �` X45 - - - - - - / 1621.20 1629.60 { 1629.60 -30 -to- - - - 0 30 40 50 _ _ _____.__-.__ _.. ____- ___ -_-- 4" AC OVER 5" CAB '� 1629.20 1629.20 50+ 50 SAWCUT AND REMOVE •� -50 -40 -30 -20 10 53 50 R 30 40 50 -30 -20 -10 0 10 20 30 G1 �� G Q o � � 57+ 5q(:)- 1622.40 SBCFCD e � � 1 c, .� NLY R �� �O SOUTH SAWCUT AND REMOVE ,L0 'L / "ON. '. .Q- 1622.40 COLDPLANE 0.10' AND �pCF 46 SOUTH L� OL '`1O'L--,L�_ _27G �l I 1623.20 i"' _- --- , - -- - - -- _ _ - - ---- 1623.20 , �O 60 1622.00 _ ._ _.1.62%) T.139.�` _____ _�.. ^ - - _ p�- 1 -, f 1622.00 1622.80 _ _____ _____ __._ _ _.__-OV1 OVERLAY D }p'- N LY R YY 4" AC OVER 5" CAB 1 1622.80 1630.40 �O 1630.40 1621.60 - �z 1 1621.60 C i Q- 19% }� _ - _ _ 1622.40 �1 I G pF 1 1622.40 1630.00 - - - ( 937 1621.20 _ - 6 1621.20 L (-4.9?� �' 1 Q1 •Q� �� -j - _(�_ i -- _ -; - ------ -- 1630.00 " _ � 1622.00 � ___ _ _..,� _ _ � -.�Sa __T_ _._._0�4R. ____ ..-.--_- •, �, __-...___ .. __-___.__,�� _ /� 1622.00 1629.60 I � 1629.60 -30 -yll _ - - -=110- 0 _ 30 40 50 1621.60 ` ` ` _ �o� O 6� 1621.60 1629.20 1629.20 50+00 SAWCUT AND REMOVE 4"•�C OVER 5" CAB 1621.20 _ (1'74%) -2'98j) No _ 2% `��'1 1 / 1621.20 -30 -20 -10 0 10 20 30 COLDPLANE 0.10' AND SBCFCD 1. �`L ,� _-__ _ __-_� .�` _____ .-.- - -18'J[-_ - --- ,� ----__--- G1 S, `p OVERLAY 0,1 VIN. 'LY �W G 46 SOUTH 1620.80 _ ` _ - - - -- - - 1620.80 �A� EXIST. 5 7+ 00 G`, �.�� AWCUT-4ND REM E _�. _- -- 1622.80 L� 6? IR ry0 �Q I 1622.80 -50 -40 -30 -20 - _ =10_ - - - - - - 10 .. 30 40 50 O PAVEMENT O 1622.40 L ,w _ ro`1 2% 11622.40 1630.80 L - �� L 1630.80 � -- - - 1.40% 10 - - - - - - - 1622.00 -___ ----_.-_-______-__ --... _ _ -.- ____.-__ _ _._ _ 1_.. -_-. 1622.00 5 3+ 2 9. SAWCUT AND REMOVE _ - _ - - -- _ �� � 1630.40 2 52%) - - _ - (-2.29' - 1630.40 �T .07%) 46 SOUTH l ( -. - ' - - _. " . . 1621.60 I - - - - -_ _ - - _ -- - - - - 1621.60 1623.20 1623.20 1630.00 - -._____-.__._ r _ - -. _�-_ ..__- __-_______.____.�__.__ ---. 1630.60 - _ _ _ _ GOLDPLANE.0.1.0. AND ._ NLY R 4"--A6 -OVER 5" CAB-- ____ - 1621.20 L ! _ _ _ ` " - - _ 1621.20 1622.80 OVERLAY 0.10' MIN. 6' ,� I 1622.80 1629.60 i 1629.60 �G1 i 1622.40 -30 -20 -10 0 10 20 30 40 -40 -30 - -10 49+ 50 10 - - - -30 40 50 1622.40 ti\ •� I 1622.00 - _.___ ..� _-_-_-- ----_.__.__ 4'� .__.._- -_-_--. ----.__. _.__- _._ ___.__-__-_- __ . _ ___. _ ---___ __. __ ---- -_-- _- -- -_.__ 1622.00 1 56+ 50 G1 1 1621.60 X10 EXIST. 11 -_ 0�` �Cg F 1621.60 �G 011 PAVEMENT �O' X00 Ci- `1- •. 0 6 �L O laXIST� ----_._ _ .�4 ...___.___--_-_.___-___.___�_. _----..,\>b - 1621.20 .� � I � �O' �b � 1 _ _l 1621.20 1630.80 O'S 1622.80 ` \ ^rO,ti�L PAVEMENT �,�°� ��,1`L 1622.80 1620.80 -_._ ..______._ .-._. __- __.-____.._______. _ __ __`_'�_-_`.-.`_..... -_ .- �2 3 _ . .... _ _- _ 2X - .- - - _ y0 - t / 1620.80 1630.40 ` ( 0. `O� 1630.40 30.00 1622.40 `� O L 1622.40 _ _ - "o0z - - - i p8y.) .629,) (-0.809;) ----__ } _\- 1622.00 - ___._ __ _ __-._ X1.557) _._ _-___�-1_8g% - _-- 1622.00 1620.4 ` _ _ _ _ _ _ - - - - 620.40 _.__.__.___ - - - - - - - - - - - .- }__.--_ 0 - 629 60 - - - -50 -40 -30 -70� __10_ - - - -0- - - 10 °' 30 40 501 - - - - - - - - � 4" OVER 5" - - 1621.60 Imo - _ - - - - - - - - _ _- - � 1621.60 � ._ 162960 I'� - _ - - - - ' � - - {�C R CAB16 . G, 53+00 SAWCUT AND REMO 1629.20 - _ - - - - - - - - l 1629.20 1621.20 II - - - 1621.20 �i -30 10 0 10 20 O 0 40 - -30 -P9- - - --10 0 M_ - - - - ,2b 30 q° EXIST. s�'p §SBCFG'Q4" AC OVER 5" CAB �G ,� o� G1 56+ 25. 42 1' c,�� o 49+ 25 O`LO PAVEMENT 6� N LY R F,P� •Q` �� SOUTH EXIST. � 1621.20 c h �. _� _. __ r _ a �_ .__ --- ° _.`�- lac ._-_-____ _ __.__ __ 1621.20 �. � Q `L PAVEMENT F. hQ ,LQ� `1 2% y' 1620.80 -� (2.02%) - -2.12%) �� \' 1620.80 1630.40 `�o � ��, �6 � 1630.40 1622.40 1622.40 1620.40 I I - _ _ - - - - - _ _ - -2'�X D 1620.40 1630.00 - _._ __ _. __..____- _ _____ ___ _____ __._- _-_-__ `L° _ _ __ _ �; ____.____ 1630.00 I I. ._ - - _ - - - I (0.43%) - - (-1.43%)-0,20%11 1622.00 - -____.___..__� _-_-___ _ _ --__ __ _._ __ _______. 1622.00 1620.00 ----_-- __. -.- _ ,_. __. . __._- 1620.00 1629.60 _ - - - - - - - - 1629.60 1621.60 1621.60 1619.60 II i � _ - - - - .60 1629.20 - - - - - - - - - - - - - 1629.20 1621.20 1621.20 1619.20I I SAWCUT'AND REM VE 1619.20 0 10 20 30 _ _. -fir._- .}.}_� --___._ -___-__-_t0 -._.__. _.- __ ._-i __._-t$ __.__.__ __._ _.____ . ._ __- _ -30 -20 -10 0 10 20 30 40 50 CONCRETE BACKFILL 49+ 00 I I I 52+ -) 0. 8 REQUIRED WHEN COVER OF EXIST. 56+00 SAWCUT AND REMOVE II = z GRADE SBFCD DRIVE ACCESS 1618 -.._._. __. 1 _ _� CONSTRUCT CONC, -_. __. _ N _ __.. PIPE IS LESS THAN 1.75 CL OF DRIVE AT STA 56+04 -I COLLAR WHERE THE FROM FS II I I CHANGE IN GRADE F`' II EXCEEDS 0.10' PER ��J' 16'7INSTALL TWO-INCH GREEN WARNING TAPE iy 1617 ..___ { FOOT ______...__ ,� 6 s, __ 1 -zL _ _ IMPRINTED WITH: CAUTION BURIED STORM I _ •,`'�� ��� S� UPWq DRAIN PIPELINE" 12" MIN. ABOVE STORM Il 1 ~` a trtvilwotb" ,k's�p, Att0 DRAIN LATERAL 1616 - } _.� . _ } _. T ' . CB #4 W=1 0 Qi SCALE HORIZ: 1"=10' y�NSR - VERT. 1 2 1615 � % _ .._._ _- _--.___________-_-. V _ __. . o�o�ry s LAT. aYo, 6' m 1.79' 1614 - _ I}_ _ L _,� .� �_..__.-_--__.____ _ ___-- -__. ___ __ -----.___ __ --_ �I ADDED NOTE FOR BURIED TAPE TO XSECT. 52+70.84 6-6-00 � ' � ' I CONTRACTOR SHALL LOWER GTE CONDUITS (MAX. 6" DOWNWARD) L CONSTRUCT AND/OR ADJUST STORM DRAIN LATERALUPWARD ADJUSTMENT CITT 19.89 LF (MAX.( " N0. DESCRIPTION OF REVISION DATE 1613 -______.. .1r __.____.-.____ .________ ___ ___ _.__ _._-__ _ ___. .-_ ___...___ .. __ . SHOWN) -TO CLEAR. 6 SAND BACKFILL ABOVE 3 BELOW CONDUITS ApP4'tOVED: 18" RCP 1500D REQUIRED IN GTE TRENCH, SUPPORT RCP STORM DRAIN LATERAL WITH I REMOVE BRICK CONCRETE BACKFILL WITHIN THE GTE PIPE ZONE. � i ' MWD PIPELINE C1 1 1/ O� ��0 �VCONGA 1612 ___ _ ._-.AND MORTAR PLUG _ _. _-- __._� -__.___- 98"PIPELINE LINE __._.__- -._ (FUTURE) (EXIST.) CROSS SECTIONS 1611 1610 ^\. _-_. BANYAN STREET \ AT FREDERICKSBURG AVENUE 1609 - _. . _. . ___- �__ -_ _ -- _- ____._ .__._____..- -___-._. __ --________ __ -___ -________ - - - TRAFFIC SIGNAL AND WIDENING IMPROVEMENTS 'gpfES3/ APPROVED BY: DATE: co 1608 __ ____--_-LI_____._-. ______ 11 __ _.- .� __ ___ _..___._ _ _._ --___.___ __ _ \�� tiff�Z CITY ENGINEER RCE: 74-§53 11 11 __ _^ - {� 11 No. 24953 omcN °�4ti 1IREpARE7 E3Y: '✓ RECOMMFroED r Exp 12-31-01 CSB CITY OF RANCHO CUCAMONGA � 1607 _._ . ,___.._. __..___ __..._ -__{ ---.._-_ ..___._-_._-.-.-._.- ----_t-.___-- ._-___-- _ .-_- ___ .___..__.________.__. .____ __.._______ # * 10500 CIVIC CENTER DRIVE ct'v% DRAWN RANCHO CUCAMONGA, CA 91730 SHM cCSB 4 of 4 I I I ICHECKMRXLL NO �I.___._- ._ ____-___ _.___►( ___ --- - _ �_, _---____-_. ___--__ �� _----_---.-._-- ---_-_-- -.---_-_____-_.- DAW 3-2-00 FILE No 2000-010720