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1882-D (3)
O II ON, MULBERRY LANE EXIST, 8" WATER PER C.C.W.D, DWG, N0, 97 —W23 -3 EXIST, 8" SEWER PER C.C.W.D. DWG, NO. 99 —S16 -4 10 +07 BC U Ui N O U \ \' 3 I 4 EXIST. 8" SEWER PER C.C.W.D. DWG, NO. 99 —S16 -4 REMOVE AND REPLACE AC PAVEMENT PER STREET IMP. PLANS i O M 55� 0 40 80 120 160 TORREY PINE COURT cD D in CO 5w I �j �Qu J g U N N U U U N m + qw w O o 11 Dp � j in v N O m 00 In U? c0 p _ rn F< In 00 Co Q + LO ca N Co OD +�� N �J II N NZ CN cn w D t - C E �- PROPOSED 8" WATER v 35 3 +21.95 EX, 36" RCP O Co 10 +00.00 LINE "A" c° 00• A =45•, B =36 ", C= 3.479, D =36" S M O K E STO N E STREET I O N Z �M EXIST. 36" RCP 23 22 w� 21 V) L) NUS n v 3 O L6 f- 59.0 FL Underground Service Alert CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG fa fs fig fa fa INLET TYPE V 37 24" CMP PER DETAIL 0 RIGHT � fa fig .. � TRACT BOUNDARY I 30 1= i I I I 20 I II 250 WIDE DRAINAGE OVERFLOW EASEMENT 18 BURN OR CUT Pia SURFACE OF CONCRETE CONNECTION DETAIL 19 OF EXIST. R.C.P. 3/4" Mole,"m. C OPW of 11016 to M I" trop+ QOr of plaft �IOT It I I see not* s) T I tee« �\ oetaif hereon IN - s' J BOTTOM VIEW TOP PLATE tee astai9 for Lod*q Was 1i res"n m Mss �\ v >" 0A i Do RISER DIAMETER C.iIS CADGE Igo Erin 14 ©', f 14 b Ino '. sr to ss• 10 17.59' 9.27' © 45600'00" 1 22.50' 17.69' 9.32' QD N44.58'1 0 "E >" 0A i Do RISER DIAMETER C.iIS CADGE Igo is Z7• 14 30• is 3f• 14 42• to 40• It sr to ss• 10 V rptvomoss 54 pip or OWN ~ bor I 1 --. - Mee.e match top pla+.y iw BOTTOM VIEW CAGE RETAINER RING Y; DETAIL— /LATE STIFFENER ssn stw. . i l l s tom r I o� °• �`_ _r lwn —`- ALTERNATE JUNCTION Wit' ar roeb cow tree/ --- - -J• -- — os - � T 1 /e� ELEVATION SEE DETAIL 11/201 V, i � 1riRoee ►aoe t` VMS MODIFIED �" °vI'r0`I ` sw sae " I. Riser pips oW oatseN N *Elbr. A•. -- --- L ENrstime ►, Or. Dr, Le, L* me sttssw M /Ives. 3. CarwW" MMI pips ~I oso?o m to AASK *mU. she' ; She ' R - — 4. crate osssnby tbsN M gsiroMss� �f►_sr fep•keHes. S. For 0. S4• see 4►Mr, wIr I Yt a 1 IY x'/� Iepa 1# pN» wo rwaft ! sece. 4. r rw4sr of b" so SnM sseneMy :12 "AIIsn bort 7. = d pA Ur .on~ OR stars M sot" w blr der: l Rbtr wd slob *40 M trrop too Octt r M /;1rw6M ~ ss1An* HOLD-DOWN ORANGE COUNTY ENVIRONMENTAL M GE T AGENCY STD PLAN A p�a�. 1305 G R Me/ or, 07 efa o1 Pub /!C M`orRs Abpts* Rsa TT-SZ %viseAe INLET TYPE I I OF I NOTE: THE CITY IS RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE OVERPOUR STRUCTURE AND SPLASH PAD WITHIN FLOOD CONTROL DISTRICT RIGHT OF WAY, Q No. 62183 Exp: 9 -30 -05 \\fr.. O f V 1 CONSTRUCTION NOTES INSTALL 36" RCP, D —LOAD PER PROFILE ® 31 INSTALL 24" RCP, D —LOAD PER PROFILE ® CONSTRUCT JUNCTION STRUCTURE N0, 2 PER 331 ®4 CONST. BLANKET PROTECTION PER CITY STD. PLAN 340 ® CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 ® PLACE CONCRETE BACKFILL OVER SD PER PLAN CONSTRUCT 2411 C.M.P. INLET TYPE V PER DETAIL HEREON CURVE TABLE CURVE DELTA/BEARING RADIUS LENGTH TANGENT Q N45.10"1 9"E 7.86' ® 44'47'51 " 22.50' 17.59' 9.27' © 45600'00" 1 22.50' 17.69' 9.32' QD N44.58'1 0 "E 1.99' D I N45'01 '50 "W 39.60' DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT 16302 STORM DRAIN PLAN APPROVED BY: DATE: (' CITY ENGINEER RCE: 24953 DESIGN MADOLE & ASSOCIATES, INC. RE M DED MG CONSULTING CIVIL ENGINEERS DRAWN CC AND LAND PLANNERS 10601 RANHCO~ CHURCH GA, 'C SUITE 1 3007 SHEET (909) 948 -1311 4 OF 4 hhhhhhhhh RICE No 62183 DRAWING N0. DATE %rw Z °3 FILE No 882 —D