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HomeMy WebLinkAbout2329-Dc v 0 v u v EXIST. GRADE J a PERDEW I ELEMENTARY SCHOOL \ EXIST. GRADE W to 4 M 0 Co N N o N O N n If II L c un, c QIO� = 13.0 f. V = 4.14 f.p.s. PROFILE SCALES: HORIZ. 1"=40' VERT. 1 V$ =4' W 0.50X m CJ DO 6 OA CL w^ m x OB U ^ � p> u1 N V8 JIB n C w p t\ O ^ II CNI ° CN PRC 22.50' + 00 N N_ h it �3 EXIST. GRADE J a PERDEW I ELEMENTARY SCHOOL \ EXIST. GRADE W to 4 M 0 Co N N o N O N n If II L c un, c QIO� = 13.0 f. V = 4.14 f.p.s. PROFILE SCALES: HORIZ. 1"=40' VERT. 1 V$ =4' W 0.50X a 0.50X 00 It t0 m tp L N p O II U j N c + > -i M C !J O Q100 = V = LINE "A" PROFILE SCALES: 1 " =40' HORIZ. 1 " =4' VERT. I 28 w -- ��� z 8 26 i L CN 27 EF St . 0 +33.76 C.L. L L 1 L En 24 R.C.P. S.D. Inv. 1218.50 ? v 7 + k, LO a f� v �L! Ci s t m CJ DO 6 OA CL w^ m^ OB a p> u1 N 00 N n C w p t\ O ^ II CNI 45'00'00" 22.50' + 00 0 N_ h > N O II LO I6 0 c vj V Vi. ,p N U a a 0.50X 00 It t0 m tp L N p O II U j N c + > -i M C !J O Q100 = V = LINE "A" PROFILE SCALES: 1 " =40' HORIZ. 1 " =4' VERT. I 28 w -- ��� z 8 26 i L CN 27 EF St . 0 +33.76 C.L. L L 1 L En 24 R.C.P. S.D. Inv. 1218.50 ? v 7 + k, LO a f� v �L! Ci s t DELTA m ARC LENGTH OA ' 1.00X 22.50' 17.67' OB 47'21'18" 22.50' 18.60' U m C7 ai O 45'00'00" 22.50' t 0 0 m O U LO - 0 U vj V Vi. LO g N U a M II h 00 tl OEpip CO O + 100 = V =1 I b M j c u * CONTRACTOR TO VEOIFY PRIOR TO BEGINNING CON TRUCTION 3 2 1 0 p C 9 C I � NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION m. „. rt,T :nb, utv'. ..a.k -.. 77” CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONIC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.665 51 INSTALL 24" R.C.P. STORM DRAIN, 2000 -D. 52 INSTALL BROOKS PRODUCTS 3636 CS 36 "x36" PRE -CAST CATCH BASIN WITH TRAFFIC RATED STEEL GRATES. 53 CONSTRUCT MANHOLE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 318. 54 CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319. 55 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. SEE PLAN FOR "W" AND "V ". 56 CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF RANCHO CUCAMONGA STD. PLAN 307. 57 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. 58 REMOVE EXISTING HANCOR STORM DRAIN. 59 RECONSTRUCT EXISTING DROP MANHOLE. 65 INSTALL 30" R.C.P. STORM DRAIN, 2000 -D. r- 0 0; Perdew Elementary IS 001 o SCALE: 1 " =40' LOW lie - - Sta 5 +63.93 E. 51 it " e l GRAPE HAR ST /� \ \ C. oos 65 - Sta. 4 +7 . 8 E.C. m C' m �7�+ Inv.= 1220.38 = 1217.6 N D V L End 24 R.C.P. S.D. " W° e o :3i Sta. 5 +73.99 C.L. Line A" % n ti 0,50X� o 7 C - -- / 1 D 0 C4 L6c. Tie S a. 5+ 1.3 C.. _ \ x zx °' c - 56 55 1 yV =1 00 , V 6.00 __ �o ,� � ,,� � _ �.; Co v co -1 \ In. P .C. =1 25.5 m r -. �� H� ro ^� �e`oo CIO �rn % � m I a \ 0� ,�°°t: O,A,'{Q{Q�����I 0,riw a'� �`� t=om o v ��r��� +N �N)..., O+N.+- OWN pN ON O.N-. mm - ❑ tt•c�a o tiff o ic? ci >• o j o i + J \ 65 o f c n v b " c "' c N_ N .- p 15 14 13 "^ N �, - E 11 l' Line "A�� , l N_ >C +CN - -- - -- - - -- - - - -- - -- - EXIST. CAl &C Na ^'y 58 u trmvA 1n. \ 58 _. - - - -- - - -- -- - -- - -- - 69..... V 58 ;nc.V. EXIS . 10 LHANCOl@�,5. -- I I Inv.= 1216 98 66>, 8 - - - - 0.5 0— X 0 85X 65 � 4 Sta. 7 +11.50 C.L. Exist. Line C EXIST. 24" HANC S.D o f� 2 Rm= 12 7 � I Inv. 30" 2172 y � 36 "-1212.69) 2 i �I � 3 9 84 85 1 86 g� �1 93 94 , r — II t. o ,3 R.C.P. S.D. LI I �L_ J� I I <�- (� F—I r ;per' (c�, —1 _j --- - I I I I I T C I I I NO �� I 115 7 1 21 1 n k°° 11 ., Line "C" =- ++ I w.-m N n I ; _� - ���_- - --'f�� --t_ - m cI c°o PER DWG. "No. 1694RDIN /._ �. t I _j'� �— t � CLARET CT *j -- - - -- M� CURVE DATA TABLE R.C.E. 29224 z EXP. 331 /14 CIVI �P �V OF CAO i� UNDERGROUND SERVICE ALERT: Dan Gtierra CALL TOLL FREE _ & Associates 1- 800 - 227 -2600 CNILENGINEERS . LAND SURVEYORS 10271 -8 TRADEMAW STREET RANCHO CUCAMONG& CA 91730 TWO WORKING DAYS BEFORE YOU DIG PH c909>9e7os FAX (909) 9411528 "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will DANI EF U DATE inform you of who(m) they will notify. R.C.E 0331 DESCRIPTION OF REVISION I DATE I APP oRVED 1 1 Plan & Profile Tract 18466 DRC 2011 - 00968 & 2012 - 01097 ROW 2013 - 00230 LINE 'A' APPROVED BY: DATE CITY ENGINEER L— R. E. No. 5 672 DGA CHECKED CITY Dan Gwerra T & Associates SHEET % OF - 10271 -B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 PH (909) 987 -4306 FAX (909) 941 -1528 2329 - DELTA RADIUS ARC LENGTH OA 45'00'00" 22.50' 17.67' OB 47'21'18" 22.50' 18.60' © 47'21'18" 45.00' 37.19' OD 45'00'00" 22.50' 17.67' R.C.E. 29224 z EXP. 331 /14 CIVI �P �V OF CAO i� UNDERGROUND SERVICE ALERT: Dan Gtierra CALL TOLL FREE _ & Associates 1- 800 - 227 -2600 CNILENGINEERS . LAND SURVEYORS 10271 -8 TRADEMAW STREET RANCHO CUCAMONG& CA 91730 TWO WORKING DAYS BEFORE YOU DIG PH c909>9e7os FAX (909) 9411528 "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will DANI EF U DATE inform you of who(m) they will notify. R.C.E 0331 DESCRIPTION OF REVISION I DATE I APP oRVED 1 1 Plan & Profile Tract 18466 DRC 2011 - 00968 & 2012 - 01097 ROW 2013 - 00230 LINE 'A' APPROVED BY: DATE CITY ENGINEER L— R. E. No. 5 672 DGA CHECKED CITY Dan Gwerra T & Associates SHEET % OF - 10271 -B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 PH (909) 987 -4306 FAX (909) 941 -1528 2329 - a I N a PROPOSED vi = A h � n o � 00 = 13.0 f == 4.1 I o: o : 1- H V Q I = I m a m H 1.00% LAT. "E-1 �� .a v � LAT. A -1 PROFILE SCALES: 1"=40' — _ HORIZ. 1 " =4' VERT. PROFILE SCALES: 1 " =40 HORIZ. 1 " =4' VERT. PROFILE SCALES: HORIZ. 1 " =40' VERT. 1 " =4' Jr II \"4 N r_1 1 o W 1 + of I t8 {0 I I O 9I� N�`I I � x 3 J} 0 .a v � o� � TI I � 0 I If_. y .a v � o� � I � I o "E -11 o si C.P. S.O r m r M � a p M � N •� � _ t I �I L I I I 64 I I II I' I I II 1 37 36 I I N tp Z 8o I o SCALE: 1 " =40' 21 I 22 o I I - v � � 02 C.L. Lot. " "E -11 C.P. S.O r r Inv, 24" =1232.84 Lat. "E -I" E HARVEST DRIVE XI ING T RM DRAIN PER DWG. SHEET I 3 a 20 19 o I CL` 1' J in E st. C.B. In . 3 OZ I.�� }Act Nq. 1 C * C0 TO TO VERIFY PRIOR CONSTRUCTION NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCTION NOTES 1" 4- Cement grout capping at end of pipe CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 &_ INSTALL 24" R.C.P. STORM DRAIN, 2000 -D. 55 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. SEE PLAN FOR "W" AND "V ". 60 CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331. 61 BREAK INTO EXISTING CURB OPENING CATCH BASIN AND CONNECT P.V.C. DRAIN PIPE. 62 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY OF RANCHO CUCAMONGA STD. PLAN 307. 63 INSTALL 6" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE. 64 INSTALL 6" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE 1/8 (45') BEND. IF q PIPE k laid lengthwise and mortared nside edge of R.C.P. groove or and of pipe (if broken) ment grout copping I k a mortar closure ELEVATION PIPE CLOSURE—TYPE "B" (Brick and Mortar) NOTE: I. Type "B" closure for "D" not larger than 36" unless approved or specified by the Engineer. 2.See specifications for additional information. UNDERGROUND SERVICE ALERT: CALL TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. R.C.E. 29224 A EXP. 3/37/1 CIVIC �s �F OF cs'ulFaz GW ENG**Bis • LAND SURVEYORS 10271$ TRADEMARK STREET RANCHO CUCAMONGA. CA 91730 PH (909)9974309 FAX (909)941.1528 E DATE R .C.E. 0931 -pj DESCRIPTION OF REVISION DATE , V0 CITY OF RANCHO CUCAMONGA Plan & Profile Tract 18466 DRC 2011 - 00968 & 2012 - 01097 ROW 2013 - 00230 LATERAL "E -1' & LATERAL PROFILES APPROVED BY: DATE 5-- G- /3 CITY ENGINEER R.C.E. No 53672 yYV Y DGA Dan Guerra W - DRAWN DGA & ISHEET OF. CHECKED 10271 -B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987 -4,906 FAX (909) 941 -1528 2329