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HomeMy WebLinkAbout1748 Underground Service Alert Call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG C, 0it" RANCHr" CUCA GA MON AV& A01111111111h 0% AN P- _`zF_1­2_11__�l s F." IF Rli'l- AT VARIOUS LOCATIONS HAVEN AVE . / LFMON AVE . , VINEYARD AVE . SIO FOOTHILL BAND VICINITY OF RED OAK ST. ATARR -01-V RTEE PUN 421 REV#4 SHEEi 2 OF 2 1002 REVS SHEEi I OF 2 GPM NOTMO 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard INSTALL SKATESTOPPERS OR APPROVED BUS BAY IMPROVEMENT DETAILS ON THE EAST Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 EQUAL PER MANUFACTURES INSTALLATIONn supplement. INSTRUCTIONS, 3'-3" SPACING, 20 PIECES SIDE OF VINEYARD AVENUE, 2100' LF NORTH EXISTING WEAKENED CONSTRUCT 8" HIGH PANIC i TOTAL OF ARROW ROUTE PLANE JOINT, (WPJ). PROTECTIVE CURB CLIC MO GA 2. Public and Private utilities and substructures shown hereon aro from available records. The " PER DETAIL "A" ' Contractor shall be responsible for protecting all utilities and substructures as shown within the 31-3" CONSTRUCT WPJ's IN \EC HILLSID RD I construction limits of this project and shall be responsible for any damage as a result of the CURB TO MATCH w i construction operations. 2'-6" END CURB = ILSON v M n utilities O 6" R/W � STA 47+80Th Contractor II rvi 4 -41 d the fo owl uti es tw3 e aha n,,�t�� Und round Se ce Alert 1 800 22 33 an""'7 � 9 A (REF. PLAN BANYAN � 6ANYAN ST working days prior to construction or regarding any problems. #5 REBAR TYP. 1/2" R Z [1 — — 8 R 900 REV. 2) \ Z Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 6 AMY co�M &.06•fA1CP4tX MOITi t N LEMO vE W Y Southern California Edison Co. - Andrea Wong 909 357-6546 coNSTRucT Q \ s Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 . . r. PCC CURB DEW alp sc`" z 19TH Southern California Gas Co. - Jim Ming 909 335-7530 EXISTING SIDEWALK C�pE m w 5 \' L Q z Verizon- Bob Parent 909 469-6354 I Q• 00 a � ,o ) o TORIA Verizon- Dallas Stringer UJ 909 469-6339 a, 4` :•: Q m `� Q PARK LN a \ .' U g Verizon- JerryFaubel 909 469-6347 - i W LASEUINE Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 •' Cucamonga County Water District 909 483-7440 { i�� Z BEGIN CURB n _. _ _ _. aY - L� yt STA 47+11 Q 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho EMBED #5 REBAR 3" INTO SIDEWALK AND EPDXY IN PLACE. "��ry�, EXISTING CURB CHUR ST TERR STA Cucamonga Fire Department and any affected school district, 72 hours prior to construction DO NOT DRILL THRU SIDEWALK. SPACE AT 5' CENTERS, I EXISTING _JX A t2'-6" FROM THE EXISTING SIDEWALK WEAKEND PLANE W indicating any detour and/or road closures. BENCH = W JOINTS. � �F)THILL VD 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) I 477-2740 ext. 4075, Monday - Thursday, and at least two working days prior to the construction DETAIL A PIAN o : o CURB ENDING SECTION A-A I a ARR RTE r5i°ERC c STA 26+50.31 -40 start date. 1 -1 -0 , 1 — PLAN 328 REV±3 1 1 o ARROW ROUTE H l7 F d. A permit shalt be obtained from the Ci of Rancho Cucamonga prior to construction or SEE 0 20 ro encroachment within Rancho Cucamonga semen t orri rights-of-way. �G�O� enc a t w th n any City of Ra o Cu ga ea g ay , 0 pip CEMENT CONCRETE SEE DETAILS ON THI LOCATION 7. During the construction operations Haven Avenue and Arrow Route may be reduced to two lanes each SHEET AND REF. Nor To SCALE PLAN 1748 direction. All other times throe lanes in each direction shall be maintained evenings, weekends and all PLAN 900 REV#2 FOR SHEEIS 2 ANO 3 r maintained n pavement, and shall remain SITE LOCATION. other non working times. The traffic lanes shall be mai a ed o a 9 P� unobstructed. A PORTION OF THE PROPOSED WORK IS SHOWN WITHIN REVISION CLOUDS TO THE S. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or PLAN SHEETS LISTED BELOW: encroachment within any City of Rancho Cucamonga easement or rights-of-way of any work. All discrepancies shall be reported for direction immediately to the city. DWG # TYPE OF WORK 9. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall REVIATIONS DWG 1328 REV#3 SH 7 OF 20 SIDEWALK CONSTRUCTION ON RED OAK ST. take sole responsibility for the repair/replacement, at no coat to the C for damage to said DWG 421 REV4 SH 2 OF 2 BUS BAY CONSTRUCTION ON HAVEN AVE. P tYCity, any 9 PT ANGLE POINT INV INVERT DWG 1002 REVV#2 SH 1 OF 2 BUS BAY CONSTRUCTION ON HAVEN AVE. underground utilities, pipes and structures. C ASPHALT CONCRETE LAT LATERAL A.P.W.A. AMERICAN PUBLIC WORKS ASSOCIATION Loft UP OF GUTTER 10. Contractor shall verify oil conditions and dimensions shown on the plans at the site prior to AVE AVENUE LT LEFT THE REMAINDER OF THE IMPROVEMENTS ARE SHOWN ON THESE PLANS: commencement of any work. All discrepancies shall be reported for direction immediately to the City. BC BEGIN CURVE MED MEDIAN MANHOLE DWG # TYPE OF WORK BCR BEGIN CURB RETURN M.W.D. METROPOLITAN WATER DISTRICT 1748 SHEET 1 PROTECTIVE CURB CONSTRUCTION ON VINEYARD AVE. 11. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall BLVD BOULEVARD DWG � P possess any and all contractor licenses, in form and class as required by any and all applicable BM BENCH MARK WILY NORTHERLY PCC PORTLAND CEMENT CONCRETE DWG 11748 SHEETS 2 AND 3 BUS BAY CONSTRUCTION ON ARROW ROUTE laws with respect to any and all of the work to be performed under this contract; Including but not C.B. CATCH BASIN PRC POINT OF REVERSE CURVE limited to a Class "A" License (General Engineering Contractor) or o combination of Specialty Class CFS CUBCURIC FEET PER SECOND PA PROPERTY UNE "C" licenses sufficient to cover all the work to be performed by the Prime Contractor in accordance ¢ CENTERLINE 0 FLOW (CFS) with the provisions of the Contractor's License Law (California Business and Professlone Code, Section CCWD CUCAMONGA COUNTY WATER DISTRICT RC RELATIVE COMPACTION CMP CORRUGATED METAL PIPE R.C.P. REINFORCED CONCRETE PIPE 7000 et. seq.) and rules and regulations adopted pursuant thereto. CONC. CONCRETE RT RIGHT D/W DRIVEWAY RTE ROUTE SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT E ELECTRICAL EXISTING SURVEY MONUMENTATiON ECY END CURVE S.C.G. SOUTHERN CALIFORNIA GAS COMPANY S.D. STORM DRAIN ECR END CURB RETURN S'LY SOUTHERLY survey will sturbed this ro project shall be referenced and reset STA. STATION All existingsu that be di e'Yby P j by EV ELECTRICAL VAULT STREET STATION the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. No ST. STA. S EE S monuments were found by research of available City records. The Contractor shall notify the City's FG FINAL GRADE ST STREET Inspector If any monument are discovered during their operations. FH FIRE HYDRANT S/W SIDEWALK FL FLOWLINE TB TOP OF BERM FPS FEET PER SECOND TC TOP OF CURB FS FINISH SURFACE T.F. TOP OF FOOTING G GAS UNE T.G. TOP OF GRATE GB GRADE BREAK TW TOP OF WALL GM GAS METER W WATER GTE GENERAL TELEPHONE WIL Y ER crry GTR. GUTTER WATER METER DESCRIPTION OF REVISION DATE HP HIGH POINT WV WATER VALVE ' CiTY OF RANCHO CUCAMAONCM TiTLE SHEET FY 2001/2002 BUS BAY IMPROVEWNTS AT VARIOUS LOCATIONS — HAVEN AVE. S/0 LEMON AVE., VINEYARD AVE. S/0 FOOTHILL BLVD., AND VICINITY OF RED OAK ST. AT ARROW RTE. Q�oFEssioly, APPROVED BY: / DATED:ALJ t �o ��NA �• ,y CITY ENGINEER / / l (, t�.��1 /,/, /JLC RCE:, 74953 P N PREPARED h DESIGN LA BY: REOQMWMp@ n No. 24953 CSB CiTY OF RANCHO CUCAMONGA K Exp. 12-31-01 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SHEET civic- CSB 1 of 3 OF C'`\"\f CHECKEDDRAWING NO. � Rc.E W JAD DATE ME NO zoo 1748 TEMPORARY BENCHMARK ELEV: 1160.48 L do T IN TC AT ECR OF NORTHWEST CORNER OF RED OAK STREET AND ARROW ROUTE, STA 19+87.50, 36.25LT R/W 8 10, 36 ----------------- * VARIES RADE PCC BUS - - g BAY _PROP. _ --- -- i eYc Q GRADE m k� m ^ _y EXISTING � � PAVEMENT LL- 0 _ r-, N co 2�_� 5„ AC EXISTING GRADE AT u o) o + � U r o ~ r n U w ° T < ` CABOVE4 w ►n r o r + , a �- ►- - l R/W 50LT m + + qt _ U-) a M N co -70 -60 -50 -30 0 --' "►- �- w m r ~ EXISTING TC, 36' LT 116 � v o � v � `�° � 1 -- � � o � � --- -- ►a- N 12" PCC CURB _ _ i a o PROPOSED C OF BUS , AY - pR bSED F 36' L7 0 ° STA 15+82 TO 17+52 (VARIES FROM 36 LT fi0 46 LT) w v TYPICAL SECTION EXISTING "TC, 36 LT C EXISTINGTC TO BE Z CD REMO D, 36' LT +0.40% - 0.40% +0.403 (+0.10 --- :-- * „ 4 THICK PCC SIDEWALK FROM STA 15+62 TO 17+52, (4'W STA 15+62 TO 1 +0_.52% - — +0.20% °` -- --- S 92, J +0.40% �� +0.403 o,� +0.40% O'� 0 40%�'��' +0.1 .20 ,�`L� ,�`L —_ �, 1180 6'W STA 15+92 TO 16+27, , % +0.40% '11. ^° 4' � N ���o ���o �`�° h� _ _ TRANSITIONS FROM 6'W TO 7.5'W STA 16+27 TO 16+57, SCALE: HORIZ. 1" 10' -' -i -1 o -1 Ln -J O' 7.5'W STA 16+57 TO 17+37, o r '� X00 VERT. 1 2 N U- L` r r o r r + N + r '� �'` 4'W STA 17+37 TO 17+52) J LL + lJi # r + r + N + �`� a `t r � r � a°°, aai � ° � � � � � � � v' � v' 1158 � En w HORIZ. SCALE: 1 "=20' VERT. SCALE: 1 "=2' of 16+00 17+00 L 18+00 RED OAK ST. s N U z U L� z N r F— F— F- N a U Vn Z J o U w RED OAK ST. 20+ 54. 50 3I 88' 3 ,4wo `new _. a J 3 Amo o zQ , Nmz QZ 3: 1 FIELD 11 �$ rvz m o� w 44 44 00 0 0' F U MAX BENCH (BY M o o + -40 5 m F= oo ~ z o' FIT � OMNITRANS r � iv F o `n Ln °° N + oo D_ 9 CURVE + m ) � � cn U + 5 m z w z U o- w z o o 12' 32' 32' 12' - d 1 L) �a- v � 7 1 4 6 Qv 7 00 O � w � w � � �n � 3 sn _ SIDEWALK o ILL- EASEMENT o _ - o -- - - - o 12 R/N �, ° e CJ ° u e a = 8 A J . e r IVI rl e q b 2'R 0 2 2'R 9 5 Ln - 3: 1 MAX _ 9 3: 1 MAX 5 10 3 2 3 4 z m m o S/W DRAIN m Z _ ARROW ROUTE (n Z z m mU —} - - - - - I - m 0 < w Z— - - - - 20+00 21+00 m Z z 16+00 o w 17+00 3 18+00 19+00 OU rcn Wz NJ W r p r Zw � r � � z (0x mw + a U- to N w0 + 00 — N O + w Cr N Q W Z n + 3 + r N + w W to H r tD r coY Z � DY 0O � Y YMH ZH + � om + ate � U, o � � a J + w Qoo SC GAS NOTE: Ana a -, a a a arU cn in U m 3 z Z z 3 N 3 a N CONTRACTOR SHALL MAKE ARRANGEMENTS FOR A SC GAS CD aw ro ao- w L) CD a w 3w w a -, U ro �n f- o U a Z f- 5 o o' w o o U w o U o p o Cr U a z REPRESENTATIVE TO STANDBY AND OBSERVE THE U) cn m m a vi U cn o_ m �- w m cn m v) (n < a w m a EXCAVATION AND CONSTRUCTION OPERATIONS BY CALLING (760) 243-6510 TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. SC GAS REF. FILE # 147-00-4000. NO. DESCRIPTION OF REVISION DATE cxrY R/W - - - - - - - - - - - - - - - - - - - R/W - - - - - - - - - - CITY OF RANCHO CUGAt�ONGA FY PLAN AND PROFILE CONSTRUCTION NOTES 2001 /2000 BUS BAY I CONSTRUCT 4' THICK PCC SIDEWALK PER CITY STD. 103 2�- CONSTRUCT 4" AC OVER 5" CAB PER cITY srD. 100-A NORTH SIDE OF ARROW RTE., WEST OF RED OAK AVENUE 3�-- REMOVE 4� CONSTRUCT BUSBAY PER CITY STD. 119 CURVE DATA �OFESS/0 5 sAwcuT LEGEND: �o��,�+ �.�'k+� APPROVED BY: DATE: el Underground NO o R LC T ��� ,\`<"= CITY ENGINEER 1 RCE: 49. 3 Service Alert 6 RECONSTRUCT SEWER MH TO FINISH GRADE PER CCWD STD PLAN 18 ® 18'55'29" 92.50' 30.55' 15.42 PORTLAND CEMENT CONCRETE y 3 r V. . 7 CONSTRUCT 12 CURB AT BACK OF SIDEWALK PER CITY STD. 104, DETAIL Al-8 EXCEPT CFa 12 - ' No. 24953 = RECCVk"DM ® 12'40'49" 136.67 30.25 15.19 o rn Call: TOLL FREE 8a- INTERCEPT 4" DRAIN PIPES AND CONSTRUCT UNDERSIDEWALK DRAIN OUTLET PER CITY STD. 107-8 12'40'49" 273.33' 60.49' 39.37 �; SOD �' Exp •z-31-01 CS8 CITY OF RANCHO CUCAMONGA � 9 RESTORE IRRIGATION AND INSTALL SOD TO MATCH EXISTING, GRADE 3:1 MAX - *' �- ^scc c v-- C�N-�R r)RIV- -1 -800-422-4133 0 " RQ�,c�c �cA�or�ca, a g 30 SHM 10 PAINT 6 SOLID WHITE BIKE LANE STRIP TO MATCH EXISTING NEW ASPHALT CONCRETE ���IV- ter, 11� RELOCATE BUS STOP SIGN FROM THE WEST SIDE OF RED OAK NORTH OF ARROW OF CAS-%� CSB 2 of 3 TWO WORKING DAYS BEFORE YOU DIG �— CHrOKED R.C.E NO DRAMNC NO. 1"=20' JAD DA, � No 00-07 1748 N'LY R/W 4" PCC TEMPORARY BENCHMARK ELEV: 1160.48 1164.40 2' • - SIDEWALK L do T IN TC AT ECR OF NORTHWEST CORNER OF N'LY 1164.00 --- - - v 1163.60 EXISTING I RED OAK STREET AND ARROW ROUTE, STA 19+67.50, 36.25LT � GRADE PCC 1165.60 R/W1163.20 � v' � �� BAY BUS I EXISTING 1162.80 1165.20 - GRADE - 1162.40 . 1164.80 . PROP. - PROP, N'LY f GRADE 1162.00 GRA �• EXISTING 1164.40 4" PCC PCC BUS 1161.60 - �'` ��' PAVEMENT R/W 1164.00 1164.00 3.49 SIDEWALK BAY 1161.20 . 1163.60 I 1160.801 PC 0 I 1163.60 1163.20 1160.40 CURB --,�- 5 AC 1163.20 L a �.. OVER 4" I 1162.80 1162.80 'op 1�- __ ...; 1160.00 - CAB 1162.40 _ _ 1 � :::.,. :�... .:., .. ::�• 1162.40 . 1162.00 r G` -70 -60 -50 w_• -30 0 1162.00 1161.60tK 17+ 25 1161.60 _ 1� 1161.20 EXISTING I N'LY 1161.20 _ 1160.80 ,�� 1 PAVEMENT R/W 4„ PCC 1160.80 1160.40 - �� - - 5„ AC 1164.00 - 1160.40 _ - - 1160.00 - OVER 4" 1163.60 - - C, EXISTING 1160.00 1159.60 . - __ _ -70 -60 -50 -40 -30 0 CAB 1163.20 _ _ _ �p GRACIE PCC BUS 18+ 25 1159.20 : _. 1162.80 \ Fo ' BAY -70 -60 -50 -40 :. j -30 0 �. - N'LY 1162.40 15+ 751162.00 o R N'LY 1162.00 EXISTING I 1164.80 _ _ ' R 1161.60 2 �0 - 4�' PAVEMENT 1164.40 R/W 1161.20 1164.00 1164.80 1160.80 12" PCC 2 `a „ 1164.40 - 1160.40 CURB . �' 5 AC 1163.60 EXISTING OVER 4" 1163.20 - GRADE ' 1164.00 1160.00 - CAB 1163.60 �` - 1159.60 a 1162.80 f 1163.20 - €XISTING ADE 1162.40 1162.80 - 1162.00 1 7+ 00 1161.60 1162.40 N'LY ,� R 4 PCC 1161.20 - 1162.00 1160.80 2.3' / �� SIDEWALK 1161.60 ___ _ _ 1164.00 I 1160.40 1161.20 _ _e _ _ _, , 1160.80 1 1163.20 E' GRADE PCC BUS 1160.00 - - _ _ 1 BAY 1 -70 60 50 40 -30 0 1160.40 - -. . _ _._ 1162.80 1160.00 - 18+ 00 1159.60 1162.40 N'LY 1159.20 1162.00 GRADE 1161.60 - �'�� EXISTING R/W (� -70 -60 -50 -40 -30 0 •� ,�4 PAVEMENT 1165.20 L 1161.20 =- 15+ 50 1160.80 CURB 2% ��' - ., I ,164.80 • •-- 5 AC 1164.40 N LY 1160.40 . .... " EXISTIN-G 1160.00 OVER 4 I 1164.00 GRADE R/W CAB 1163.60 l 1164.80 1159.60 70 -60 _ -50 :, ....i:'• ' ' 't -30 0 1163.20 _ _ , 1162.80 1164.40 ;_ � ,•.., 16 + 75 1162.40 : \ ,� 1164.00 ' 1163.60 - - N LY 1162.00 EXISTING 1 R PCC BUS 01 ��' PAVEMENT 1163.20 I / i� 1161.60 1162.80 1164.40 3 54' _ 4�, PCC 1161.20 'BAY h'1 1164.00 1162.40 _ 1160.80 5" AC 1163.60 1162.00 1163.20 `G 1160.40 OVER 4„ PCC BUS 1161.60 , : I 1160.00 CAB 1162.80 BAY _ . 1161.20 I 1162.40 ©p �° 1160.80 t 1162.00 17+ 75 1160.40 _ . _ 1161.60 _ - 2T �'` - EXISTING N'LY 4„ PCC 1160.00 _ - 1159.60 ✓ 1161.20 12" PCC '�'� PAVEMENT R/W SIDEWALK 1160.80 CURB 29 © I 1164.40 1159.20 1160.40 _ 2,% .��° 5 AC 1164.00 NG -70 -60 -50 -40 -30 0 1160.00 a•. _ OVER 4" 1163.60 {� GRADE 15+ 25 1159.60 ;�. , ',: - - 1163.20 1 ' CAB N'LY -70 -60 -50 _. . . ;.,. r -30 0 1162.80 PROP. 1162.40 - GRADE fit' R�" � �'�� 16 + 5 0 1165.20 - 1162.00 EXISTING 1164.80 R /LAY 1161.60 PCC SUS QO '�f° 4�' PAVEMENT 1164.40 -� : : / .� 1161.20 BAY _ ___ _ _ 1164.00 _ 1164.40 : 4.15' 1160.80 - 5" AC 1163.60 . t 1164.00 _ _ 1160.40 r OVER 4" 1163.20 : 1 1163.60 --Y- EXISTING PCC BUS 1160.00 _ CAB - 1162.80 1163.20 ;�C; GRADE BAY I -70 -60 -50 " -30 0 1162.40 , _ � 1162.80 Co - _ co . � 17+ 50 • 1162.00 1162.40 - 1161.60 1162.00 . G . 1161.20 1161.60 _ GRADE �'� " EXISTING SCALE: HORIZ. i 10 1160.80 1161.20 : _ _ Z� ��O 4�' PAVEMENT VERT. 10 = 2' 1160.40 i 1160.80 12" PCC--,--- 1160.00 CG - p 1160.00 1160.40 CURB �0 5„ AC 1159.60 1160.00 . -- OVER 4" 1159.20 1159.60 4" PCC V - CAB 1158.80 _ _ _ _ _ _ -70 _ -661DEWALK -50 ;;:,.-•. ; �•'...� -30 - 0 -70 -60 -50 -40 -30 O 16 + 25 N'LY 15+ 00 N'LY R/W � an 1165.20 - R 1165.60 _ - N0. DESCRIPTION OF REVISION DATE ,��; 1164.80 1165.20 _ _. - _ - 1164.80 CITY OF RANCHO CUCAMONGA 1164.40 1164.00 1164.40 / 1163.60 1 1164.60 1.78' : I CROSS SECTIONS 1163.20 ~ I 1163.60 PCC FY 2001 /2000 BUS BAY 1162.80 1163.20 tXIADE G BAY BUS 1162.40 : - � 1162.80 o � 1162.00 1162.40 o . NORTH SIDE OF ARROW RTE., WEST OF RED OAK AVENUE 1161.60 1162.00 1161.20 - _ : 1161.60 ,� � : PROP. : .: F, �., EXISTING I � 'ESS/ 1160.80 - - - 1161.20 GRADE 29; �' `' PAVEMENT ��O ��'JA Jl� APPROVED BY: i DATE: C/ 1160.40 L 1160.80 12" PCC `y o,"' ��„ 3��. Ef =� CITY ENGINEER RCE: 4953 CURB 5" AC °�'� = D� P:AN .RFPARFD 31: R�AIMEMom 1160.00 - 1160.40 .�h 1159.60 ,�- - 1160.00 No. 24953 • Exp. 12-31-01 1159.20 1159.60 " _ - CABOVE4" # >* CSB CITY lOF cRANCHOIVIC CENIER pRCUCAMONGA IVE 1158.80 _ 1159.20 4 P C DRAWN SHEET -70 -60 -50 -40 -30 0 -70 -60 SIDEWALjb -40 -30 0 `g��, CIV1�- ` RANCHO cucn►�oNcn, cc 91730 ' OF ��F CSB 3 of 3 14+ 75 16 + 00 R� NO DRA�NG ,O. JAD DAM E� mo ��, 1748