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HomeMy WebLinkAbout1562 AV A S TREET IMPRO. - VEMFNT 1 l� FROM 8UPv.!F"".,1T AVENUE FORTH TQ THE FUTURE 29?R- D STREET - - GENERAL NOTES 1 . All work shall conform to the City of Rancho Cucamon a Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book, 1994 Edition and 1995 supplement. RANCHO CUCAMONGA 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of the construction operations. 3. The Contractor shall ,notify Underground Service Alert 1 -800-422-4133 and the following utilitiesCONSTRUCTION NOTES: two working days prior to construction or regarding any problems. �03*ect 1 REMOVE IRRIGATION LINE WITHIN THE STREET R W T. � / 0 THE I RR. BOX. � Southern California Edison Co. 909 989-5861 Site 2Q PROTECT IN PLACE Southern California Gas Co. 909 335-7712 General Telephone Co. 800 422-4132 0.1 , COLD PLANE. Cucamonga County Water District 909 483-7440 - -___ --_ _- ® REMOVE AND DISPOSE OF EXISTING IRRIGATION BOX, METAL POSTS, Wiltel Business Network 909 947-9441 24th STREE' PROTECTIVE POSTS, P.C.C. IRRIGATION WELL, SIGN, ETC. Fut e3rd St.!l 5 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. 4. For in ection of this ro ect the Contractor shall contact the public Works Section at 477-2740 ---- p P j P 6 A.C. OVERLAY ext. 2341 two working days prior to the required date. ( �'� '°°� 7 CONSTRUCT TYPE A2-8 P.C.C. CURB & GUTTER PER CITY STD DWG NO. 104. y TYPE(A2-8) 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or 8 CONSTRUCT 57 A.C. PAVEMENT OVER 67 COURSE AGGREGATE BASE. encroachment within any City of Rancho Cucamonga easement or rights-of way. "�`"A"D ANT- encroachment 9 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD DWG NO. 107-A. j » » ADJUST WATER VALVE/MANHOLE COVER TO GRADE. 6. The Contractor shall have a Class A Contractors License. a . 1 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD DWG NO. 101 -C. . . . . . • . � VICTORIA ST. 7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement -- GRADE TO MATCH EXISTING GROUND AT CENTER LINE. of any work. All discrepeancies shall be reported for direction immediately to the city. CONSTRUCT 4" A.C. PAVEMENT OVER COMPACTED (959 MIN.) SUBGRADE. BASELzW ROAD PASELM ROAD ® CONSTRUCT CUT-OFF BARRIER PER DETAIL HEREON. EXISTING SURVEY MONUMENTATION CONSTRUCT 6' P.C.C. SIDEWALK PER CITY STD DWG NO 103. All existing survey monuments that will be disturbed by this project shall be referenced and CONSTRUCT TYPE(D1 -8) A.C. BERM PER CITY STD. NO. 104. reset by the Construction Surveyor in accordance with Section 8771 of the California INSTALL 9500 LUMEN HPSV ST. LIGHTS PER SCE PLANS. Surveyors Act. WCINITY �[AP (NONE FOUND) NOT INSTALL UNDERGROUND UTILITIES PER S.C.E. AND G.T.E. PLANS. To sc�u.E �9 INSTALL 4" WATER SERVICE LINE AND 3" WATER METER AND REDUCED �' PRESSURE PRINCIPLE ASSEMBLY PER CCWD STD. DWG. 2A & 2B. BASIS OF BEARINGS: R R R/W ® " WATER METER AND REDUCED The West Line of the Nc;,lheast Quarter of Section 28, Township 1 North Range 6 West, 44' R W 44 INSTALL 1 WATER SERVICE LINE AND 1PRESSURE PRINCIPLE ASSEMBLY PER CCWD STD. DWG. 2 & 2A. San Bernardino Base and Meridian. Shown as SOO 13' 00"W on Parcel Map No. 3213, 2' 30' 12' 1 21 INSTALL 6" FIRE HYDRANT ASSEMBLY PER CCWD STD. DWG. NO. 3. P.M.B. 28/77, Rotated 00° 00' 40" Clockwise to N00° 13' 40"E, and used as the Basis 2' 30' 12' 04 of Bearings. Per Record of Survey Recorded in Book 96, Page 58. 18' 10.5' 1 .5' I - ---� `? 18 _ 10' 2 6� � Im � o 2:1 WX BENCHMARK: IR _ _ �� �. i ` _ ���� 2.03 . '. t.7�� 12.039 J�- - _ CITY OF RANCHO CUCAMONGA BENCHMARK NO.151 . I ® _ J ` CHIZ. BOX, S.W.C. OF THE NORTH CONC. D/W, 30' EAST FROM THE CENTERLINE OF EAST g AVENUE, AT 6229 EAST AVENUE 0.15 MILE SOUTH OF SUMMIT AVENUE. 8 EAST AVENUE TYPICAL X-SECTION EAST AVENUE TYPICAL X-SECTION ELEVATION = 1476.026 FROM STA. 16+69.00 TO STA 17+23.44 FROM STA. 17+23.44 TO STA 22+68.18 NOT TO SCALE NOT TO SCALE - - - - - - - - - - - - - - - - - - - - - - - EAST R/W SHEET INDEX 44' LEGEND: G PORTLAND CEMENT CONCRETE FIRE HYDRANT CONSTRUCTION NOTE 21 I 3 2' 12' � - � o{� o`'c`�o C.A.B. I FIRE HYDRANTS TO SHEET 3 424/96 1. TITLE SHEET NEW ASPHALT CONCRETE am 2. PLAN (STA. 10+45.02 TO 17+23.44) 2' 2' 16' 10.5' 1 .5' DEscRIPTION of REv�sION DATEAwRovm 3. PLAN & PROFILE (STA. 17+23.44 TO 22+68.18) REMOVE ASPHALT CONCRETE -- ! CITY OF RANCHO CUCAMONGA � ��� A.C. OVERLAY 4. SIGNING & STRIPING 6 ��C � ���, � o �, �� _ _ _ _ �, I h ��; � TITLE SHEET 5 a 6 CROSS SECTIONS �- i' _ � No. 24953 `= 0.2' OVERLAY i * E.. LZ � 9 7 EAST AVENUE / PLANE L 0.1 COLD PLA \ APPLY TACK - EXIST. A.C. SURFACE f Qr� VP STREET IMPROVEMENT & REHABILITATION FROM SUMMIT AVENUE NORTH TO THE FUTURE 23RD STREET REFER TO SO. CAL. EDISON AND GTE PLANS Underground APPROVED BY: DATE: EAST AVENUE TYPICAL X-SECTION Service Alert CITY ENGINEER RCE: 24953 FOR CONDUIT UNDERGROUNDING. FROM STA 10+45.02 TO STA 16+69.00 Call: TOLL FREE DMON PLAN PREPAREDY- RECOWVfWDM RD/MVA CITY OF RANCHO CUCAMONGA 6(4NOT TO SCALE 1 -800-422-4133 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SHEET TWO WORKING DAYS BEFORE YOU DIG MVA --!-OF 6 CHECKED DRAt NG NO. WS ME NO 1562 ; f - f i I j -- __ _ - - --- -- -- -- - -�- G -4- t - - 44 L- J- 1 I ; I 1 - I I l-- t ; HORIZ. SCALE: 1" =40' VERT. SCALE: 1"=2' I I I 1 1 +-fl4 10+00 12+00 14+00 16+00 CONSTRUCTION NOTES: 10 REMOVE IRRIGATION LINE WITHIN THE STREET R/W TO THE IRR. BOX. 2Q PROTECT IN PLACE 03 0.1' COLD PLANE. 4� REMOVE AND DISPOSE OF EXISTING IRRIGATION BOX, METAL POSTS, PROTECTIVE POSTS, P.C.C. IRRIGATION WELL, SIGN, ETC. SAWCUT & REMOVE EXISTING A.C. PAVEMENT. +_J I I 1h 6 A.C. OVERLAY. 7 CONSTRUCT TYPE(A2-8) P.C.C. CURB & GUTTER PER CITY STD DWG NO. 104. W� I , 8 CONSTRUCT 5' A.C. PAVEMENT OVER 6" COURSE AGGREGATE BASE. Z I I I I • �,• -, •, - • ••, -, A . r,. . ,-,. -,-, , , 9 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD DWG NO. 107—A. ADJUST WATER VALVE/MANHOLE COVER TO GRADE. CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD DWG NO. 101—C. II of 2 U) GRADE TO MATCH EXISTING GROUND AT CENTER LINE. W I m J J J ® CONSTRUCT 4" A.C. PAVEMENT OVER COMPACTED (95% MIN.) .SUBGRADE. a) co 000 v~i m � ,ax3 ori i 1� ` + ? N j ? CONSTRUCT CUT—OFF BARRIER PER DETAIL HEREON. �\s oI �I� __ __ __ __ _ _ _ __ __ __ EXIST. R/W CONSTRUCT 6' P.C.C. SIDEWALK PER CITY STD DWG NO 103. W?I F.H. I __ _ _ _ � gS� Tq w� ` °°����— ----___ — _— _—_; -- _—_ -------------FUTURE_C&G _---- — ------_-------------_ CONSTRUCT TYPE(D1 -8) A.C. BERM PER CITY STD. N0. 104. © INSTALL 9500 LUMEN HPSV ST. LIGHTS PER SCE PLAN. dpi +� ?�` 6 , N ��` I }�` ® INSTALL UNDERGROUND UTILITIES PER S.C.E. AND G.T.E. PLANS. 1/4 SECTION UNE OF I 1_w n EUCALYPTUS TREES SECTION 28, T.1 N., R.6W Ii _' <_ 00 tss� e QOoa 12 ,3.4EQ' 9�Q OIa4Q 'Q �s Qc all-+ - �+ d 0 + EXIST. E.P. Qi- 00% ie Q 35—,2'- j -- ----- ------- --------- -- - - -- -- ------ - -- - ---- --- - - ...... _ _ _ - - - - - -- - ---- - - - - - - '.... ...'.'.. .'.'..'. .'. . ..'..'.'. ..'.'.'.'.'. .'.'...'.'..'. .. ...'..'.....'..'.. ..'.'..'.'.'.'... .. . .. . I .. . . .. .. ... . . .. .. . . .. . ... . . . . . . .. . .. . . .. .. . . :. . . . . . . .. . . .. .. . . . . . . . . . .. . . .. . . .. . . . . . . . . . . . .. . iA ...'aj. I.'.. . . . .. ....... .... �. . . ....... ... ..... . ........................ .... i ... .. . . . . .. . .. .. .. ............. ........... ......... ............ .................... ............ .. ........ ... - - - - - - - - - - - - - - �.'.' ,. �. .. _ ... 6' 3 r _ _. r _. M�LTEL .. . .. ... ... ... .. ... ... .. ... .. .. ... .. . . .4 ... .. I t T FlBER oF'nCs. oOND. .-- -- - 44 w/a-� f/� �HHL I T ( - _ - - _ - > -- ----- I � D :',•:•i� � s w EXIST. R/W �► LL'1 �7�2CLZZ=7_r1TJJS_CLTL'Lt1Z?�T�71�T�LL LLZZZS 7TS CL'L=1711T1�-7 r rT�"r Lr1T1Tr� T _CLZZr=i-r_r=-r-CLZTLr172TSin_7_r_=7_rr .r_r_r� _ ---------------------- © EXIST BLOCK WALL EXISTING IMPROVEMENTS PER DWG. NO. 130 EAST AVENUE w��,w rrc o� w= � � w I o + + a ----------------------I f IIr 11 W DESCRIPTION OF REVISION DATE EAST AVENUE z w TZ CITY OF RANCHO CUCAMONGA (L) I 3. 0 al w: I o SUMMIT ELEMENTARY � PLAN & PROFILE SCHOOL EAST AVEN U E S'REET IMPROVEMENT & REHABILITATION FROM SUMMIT AVENUE NORTH TO THE FUTURE 23RD STREET — 0.1 ' COLD PLANE QROFEssro'�i APPROVED BY: DATb� �P�jos oFy� CITY ENGINEER RCE: 24953 A.C. OVERLAY DESIGN PLAN Pi2EPARE Y: "DED 24953 RD/MA CITY OF RANCHO CUCAMONGA — NEW ASPHALT CONCRETE /2�3r 97 10500 CIVIC CENTER DRIVE * Exp DRAWN RANCHO CUCAMONGA, CA 91730 SHEET SCALES 1' = 40' �l4rFofVa�F���' MA_ 2 of 6 \: ^:' CHECKED DRAWING N0. ws FU No �3W 1562 Tran stion Zg 6j�. ca IXfST. C&G PROPOSED C&G - - b PROPOSED - PROPOSED i 6' SIDEWALK ao CURBSIDE DRAIN i I OUTLET— EXIST } EXIST SIDEWALK v; 29.50 F.L. N 0 `° ---�- T- -- -- r14c�I d `� I I z_ - - - EXIST. WALL � I EXIST. V-GUTTER 0.00VKi Q' - C4 1. - - + i jai . - 000w -- - — 00 TRANS ITrION DETAIL Z - NOT TO SCALE _ L.-IN f i m 1 ltd-- -A - z p6 : +I0 ' E 0 i NG (3 000j J 2' a ro - _ - 'R ,POE P B ofi A.C. PAVEMENT 000 EX ST. GRAD N# - -- - - 4 , w - - - -- o 00 - -- 6" CAB 000 - 11 0OERt _ - COMPACTED BACKFILL �__ - -- - CUT-OFF BARRIER DETAIL NOT TO SCALE HORIZ. SCALE: 1" =40' -- VERT. SCALE: 1"=4' 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 CONSTRUCTION NOTES: I 21 INSTALL 6" FIRE HYDRANT REMOVE IRRIGATION UNE WITHIN THE STREET R/W TO THE IRR. BOX. ASSEMBLY PER CCWD STD. Q PROTECT IN PLACE �[ R 1130 361 DRAWING NO. 3. Q3 0.1 ' COLD PLANE. C4 2 HOT TOP EXISTING 8" W. L. W/ 4 REMOVE AND DISPOSE OF EXISTING IRRIGATION BOX, METAL POSTS, 18' i 18 0 I 6' HYDRANT LATERAL PER PROTECTIVE POSTS, P.C.C. IRRIGATION WELL, SIGN, ETC. Z CCWD STD. DWG. IIA. 50 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. I III 6 A.C. OVERLAY. : A- 11- r , 7 CONSTRUCT TYPE(A2-8) P.C.C. CURB & GUTTER PER CITY STD DWG NO. 104. �j o o = 90 48' 1t" 8 CONSTRUCT 5" A.C. PAVEMENT OVER 6r COURSE AGGREGATE BASE. D = 89 1 1' 44" �r- 2 R = 54'47' w II III R = 55.47' 9 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD DWG NO. 107—A. J _j J T = 34.51' `°r +33.49 �++ II T = 35.49' ADJUST WATER VALVE/MANHOLE COVER TO GRADE. W � F_ �1 NN (0� LY WW � "� . + A �� 1 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD DWG NO. 101—C. V) + H + H + H N� B � � � D FUTURE R/W__ � � ' �� ' ', GRADE TO MATCH EXISTING GROUND AT CENTER UNE. N yn o CONSTRUCT 4" A.C. PAVEMENT OVER COMPACTED (95% MIN.) SUBGRADE. FUTURE C&C _ _ _ _ _ _FUTURE C&G ----_ -- -------_---_—_------------- ------- — -�� � ' I _ _ _ _ ® CONSTRUCT CUT—OFF BARRIER PER DETAIL HEREON. �� •c >� -- - —�--- —_— --- --_ ---- ---_ ---------- �+x.18 �__ __ __— CONSTRUCT 6' P.C.C. SIDEWALK PER CITY STD DWG NO 103. 'SEE t o z M Exlsr. R/W -0 --IM of UrAYPM,rte -�� s�c•F. 0G w I CONSTRUCT TYPED1-8) A.C. BERM PER CITY STD. NO. 104. PROPOSED A.C. BERM iv I 00 _ _ ,s 00 0G4 000Q NOO' 13' 40-E po © O00000� GOUGGIGo - o ao0p 0 0 _ _ © INSTALL 9500 LUMEN HPSV ST. LIGHTS PER SCE PLANS. . . . . . . . . . . ,o. �c� ,53.08 T.C.; ® INSTALL UNDERGROUND UTILITIES PER S.C.E. AND G.T.E. PLANS. /v rangy 96 N �� 4 0� C.F. �. 23+21.07 E EAST AVENUE „ „ i ti9 7 1 6 EXIST 8 WL 7 SEE DETA14 io+oo.00 FUTURE zaRu sr �9 INSTALL 4 WATER SERVICE UNE AND 3 WATER METER AND REDUCED 7 7 PROPOSED C&G a -- _ 16 a -- ----- --------- --------- - e: w - - - ----- ¢ --------- .................. - -- -------- - 12. 161 SEE ----------+ --&1 FUTURE C&G PRESSURE PRINCIPLE ASSEMBLY PER CCWD STD. DWG. 2A & 28. -, - -- - - W W.V. — _ _ _ _ _ = LL 1" W D 1" W ;�'� — TER SERVICE UNE AN WATER METER AND REDUCED d � � � PRESSURE PRINCIPLE ASSEMBLY PER CCWD STD DWG 2 & 2A ----- -1- -L- I i Z; Q i� PROPOSED R/W O��G . % ` �. � �wyY' i EXIST. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - 7---t V-GUTTER o o N c� 5� yb `�� ! i I n � '1. I w CyI zZI I ao 0 0 G a Oi 0+67.49 (( i 00 : Z �I Q Oa J N I( A.C. BERM � � I Q on rr CO g La o ECR II N II � , z EAST + w + w V AVENUE m � :2_n it I � 11 2' F w 0- 3 - O,Q G Zo � z � o, Zd j 3 Goa ao on- p � "' 1 v z 1 I W a � rn 0 1 II 11 1 z += 1 9 z + Fr W w = ccpw ill I II Q ADDED FIRE HYDRANTS 4/24/96 �R z 1 p- 4 of n' > vi _ Lt � ao .a I 18' 18' O Ln rr11 _ 21 22 i V 4 22 21 4 °° n 2 1 ' 0' 3 1 - --- - ---- CITY I m + F• .�. QI •1 o DESCRIPTION OF REVISION DATE 8 + N II it I ; 1 N ! I + m Nmu `° i > O U I I I I w t W CITY OF RANCHO CUCAMONGA � COMPACTED BACKFILL a s A.C. PAVEMENT P LAN & PROFILE N 0 RTH EAST PAR K D ETAI L »A" NOT To � .. EAST AVEN U E STREET IMPROVEMENT & REHABILITATION LEGEND: FROM SUMMIT AVENUE NORTH TO THE FUTURE 23RD STREET ? 'Of ES& � jos 1 APPROVED BY: DATEc� — REMOVE EXISTING A.C. PAVEMENT v y� CITY ENGINEE RCE: 24953 3 �, 249 DESIGN PLAN PREPARED FNDEA PUBLIC WATER SYSTEM — NEW A.C. PAVEMENT L53 CITY OF RANCHO CUCAMONGA DATE APPROVED .� FIRE PROT TION SYSTEM APPROVED + Exp !3 �, RD/MA (� ,g — PORTLAND CONCRETE CEMENT 10500 CIVIC CENTER DRIVE CUCAMONGA, CA 91730 i l C V P qr 6 , 3 DATE o 0_1 _ CAB �. F OF C at�F MA OF I NG NO. BY: SCALEI 1' = 40' WS FLE No �0 CH`ECKED � I562 ECTOR OF GINEERING / WD RANCHO CUCAMONGA FIRE DISTRICT t , _ -- -- --- --- • r r-- — - I A tt a� F t - — - - - -- ---- — - tu _ --- -- --- -- ------- NX Ct - - - -- -- - - -- - - - -------- - -- -- - -- - - - -- - ----------- --- - --- inn -- - — - -- -- - — - - - - -- -- -r 4 A HORIZ. SCALE: 1 =l0' VERT. SCALE: 1"a2' -- ---- - - - - -- - ---- - - - - --- - 40 20 0 20 40 40 20 0 20 40 aTy DESCRIPTION OF REVISION DATE CITY OF RP CHO CUCA ONCA CROSS SECTION EAST AVENUE APPROVED BY. DATEr-2 'Y t rA CITY ENGINEER RCE: 24853 PUN PR[PA.RM bY. r+(Y_1F."wvxr 00 Ji 3l1f7- CITY 1050 RAN0 CMC CHO�CUC�1k�lONGA OWN RANCHO CUCAWNGA, CA 91730 OHM CHUM DRA 7C Mm - _ Pun 156 ._ H\A(,Kl\LPH 1-03[)W(: x � - --- — -- - ------ --- -- ------ -- ---- ------- - --- --- - f k#o - ---- — — - - ---- — C ET IDUIST--. -- - - - - '�:. — _ -- I ALL • fM.1 2:1 _ _. }. lie TA- vIFST _ -GVDf -- -- — — — — -- - -- —- --- - - - - _ :. --- - - -- - - - - - - --- - --- - - -- -- -EXIST --- - -- ' - — -— - - - - -- -- - - --- - -- ---- -- - - - - -- -- - -_ _ { A . AjFy GFZ DE RADE _179-1-144w.34 lo _. - ------ - -- — -- -- -- - — -- - -2-4,54 --- --- --- - — — C" — _-- — — - _ --- - — DESCRIPTION OF REVISION DATE _S,Ex CITY OF RANCHO CUC,A�!!ONC * CROSS SECTION EAST AVEN U E - — -- - -- P g APPROVED 9Y: HORIZ. SCALE: 1" =10 -- --- - - - --- - CITY ENGINEER RCE: 24853 VERT. SCALE: 1"=2' 40 20 0 20 40 40 20 0 20 40 � �� �. ��` ! PLAN PREPAFE"`e�": � �, � 3� CITY OF RANCHO CUCAMONGA _ _ - 10500 CMC CENTER DRNE MAW RANCHO CUCAMONGA, G 91730 f r _of o,rfoR ^ W. =�MEW1562_ - H:AACAi]\�c��