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HomeMy WebLinkAbout1882-D BENCHMARK SET 20 BRASS DISK ON TOP OF CONCRETE - RAILING STAMPED CITY OF RANCHO CUCAMONGA BM 10068 1987* AT THE WESTERLY END OF __ HIGHLAND AVENUE BRIDGE COVER ETIWANDA CREEK, AT THE SW'LY CORNER OF BRIDGE. TiAv /404 554 EXIST. FINN SH SURFACE Z ~ O CL OF PIPE 08 N O 35 L 0 F F , ONC. BACKFILL v _. ___-. _ _:.. _...- _ __ _ CONC. BLANKET EXIST. FlNTSH SURFACE E , OCL OF PIPE o _ 1 LF OF CONC. BACKFILL vb� 1' 3.5 LR E'A• 8 2?.C)6 025 HGL AID*,0 — ___ _..___. _. . - . . _ ___-..____, _- __ .. _ _ _ _. _ __.. __.. ___.__ __ __ _ ____. -__ _ _,. ._ ._ _ _ _ - -025 HGL C8f2 1356 V=3.7' 3 1 CBS _.. _ ER W=18' Ex• a 0�14.6oP V=4.22'- 1.3 =4.22' _ _ 1351.3 j S=0.0030 l 2• �►�` N 35 Cg Q R C Q�'J w • - - GD k1 - nm I,+- � z 1C3510Q dz o _ ►� a 1 — la7 ttP7M — fh � fh N O qt � M� .� O ZM f� _ r W N W� _ aV A IN 53.61 Sfi LL :�.�3 LF STALL 2 LF INSTALL 0. L 3 LF . - 24" RC 500 D w w 36 RCP 1500-D - 36 RCP 15 • D ; _ 13.3cfs, V 4.2f s 025=27.6cfs, Vmox=3.9fps 025=15.9cfs. V ax=2.3fps _ - ___ _ PROFILE - 5 max p LATERAL A-1 VERT 1'= 4' 10 + 00 11 + 00 12 + 00 13 + 00 PLAN 1 40' 10 + 00 11 + 00 SCALE IN FEET 0 40 80 120 160 O 1-fi i� See notti 5) II MULBERRY LANE TORREY PINE COURT _ _ CONSTRUCTION NOTES I SSM S}I}fOBf1I a . q RISER C.>:1 3/4•MDN,"M.D., DMorf MrIOR 2 01AMETER GAUGE Ir- Al w I I 3 I I c«�.r bole ro ,�,+ s 10• '� z7• Is ® INSTALL 36" RCP, D-LOAD PER PROFILE J = M I•!tont ' Ne is 31r 11 v I I of �''� i.'� s 4!• to 44' Is 31 INSTALL 24" RCP, D-LOAD PER PROFILE Ias' 34 sr to ss• to ® CONSTRUCT JUNCTION STRUCTURE NO. 2 PER 331 I m I I N C DI (1») 34 CONST. BLANKET PROTECTION PER CITY STD. PLAN 340 a u a0 +' Z g�? v N N v a . 5• ® CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 3 4 EXIST. 8" WATER PER o N m w ' 80T1t�M VIEW Rielq as ® PLACE CONCRETE BACKFILL OVER SD PER PLAN O II 00 to O' 30 TOP PLATE C.C.W.D. DWG. NO. 97-W23-3 I N o m OD In In 1. o _ a - ^ rn sw dotes. • ,Nxw.e.. CONSTRUCT 24 C.M.P. INLET TYPE V PER DETAIL HEREON EXIST. 8 SEWER PER + N ao Co N p Ef... • \ _-�,��.K.Iw.►*"~bo. �I II C.C.W.D. DWG. NO. 99-S16-4 + o 11 N -, N CURVE TABLE N 11 II cn 3 w r i m,le..�\ IA"x e Wlae ,alr�tS}�w REMOVE AND REP LA E a J EXIST. 8" SEWER PER , AC PAVEMENT PER T��->=- ', o's'r. Q°` $ ""'`' CURVE DELTA/BEARING RADIUS LENGTH TANGENT C.C.W.D. DWG. NO. 99-S16-4 N STREET IMP. PLANS >�?� Q N45'lo'19"E 7.86' 44-47'51" 22.50' 17.59' 9.27' 10+07.86 O v \ ` - - 1 © 45'00'00" 22.50' 17.69' 9.32' D ' I '� I N44' 1 1. I s'1 .. EQ N45'018'50"W 39.60' . ► '+:sn.l r.. 7i A / 5530 36 31 57 58 I ----- ----- ■ t 1 / 0[TAft–P6ATE sTr1-1*nfER 3/4" tfofe ro o E i `I afnr000 � - _ ter.wh•�- 80TTOM VIEW .�fiell CAGE RETAINER RING I No — I $ _cow.mow PROPOSED 8" WATER a 35 3+20 900 00 L31NE RAP c° Co I I - ' - -T ? _ yaa I ! A=45', B=36" C=3.47' D=36" S M O K E STO N E STREET °" I I — ' - > + N ^ I t �f p + cv l7 I I I 20 . I l i i tdl I o Z iD II EXIST. 36 RCP ' I -- I 23 22 W ;5 M. , 19 -_ ___ N - I °� ' '• T tu,a —`- ALTERNATE JUNCTION 21 m -i-T- —_ar Pace J II I fear �----_1 - �s_ I T/ V) U 3 ELEVATION 1tilloel tcPa '.a 25' WIDE DRAINAGE SEE DETAIL = =P V? =V DESCRIPTION of REVISION DATE APPROVED I I OVERFLOW EASEMENT I gyms (MODIFIED) s'`" ''�aI I E*w pip!tllef1MM1»•EIw.A•. -- -- CITY o f RANCHO C U CA M O N GA L EN•atiee A.01. Ot L„ L*aq steswt M'Iwert. _— O www www wwwwwwwwwww wwwr wwwwwwwwwwwwww www wwwwwwwwwwwwww www .1 CorrvVetod Del pi"SWI ceMprw 10 AAW 111-30. %n;55/e• � 4.!hat•ostM+sy>w!I N gNroMsM hbfeerien. S For a�S4•enll M►Mr.t»i/I Yl a I Yt><'/:ISM»/N►f OM�VMr!r�.C. n 4.a.- d M.s• �nM r > :/2 Allul bore L6 1INLET TYPE V 37 TRACT BOUNDARY 24' C.M.P. 7.cel.d me a wom".w%ow M go"w fer.fes III.Rlttr wd»e>I4e fM.1..t�Q•XEIt. «,.�...�--.1.1* - HOLD-oow►I, TRACT 16302 59.75 TG I I O RIGHT P PER DETAIL STORM DRAIN PLAN ORANGE COUNTY ENVIRONMENTAL M GE T AGENCY STD PLAN Approved 1305 59.0 FL cm Nei or, oiefo. 01 Puauc wo.Rs TOP OF EXIST. Adopts* ~` "-'2- 36" R.C.P. INLET TYPE I I OF I APPROVED BY: DATE: (' Underground Service Alert CITY ENGINEER RCE: 4953 • �9�r�s DESIGN - NOTE. `��' ' F MADOLE 8c ASSOCIATES, INC. RE M DED CALL U MG CONSULTING CML ENGINEERS BURN OR CUT PIPE TO �, Q No. 62183 N a AND LAND PLANNERS TOLL FREE THE CITY IS RESPONSIBLE FOR OPERATION AND MAINTENANCE Exp: 9-3o-os DRAWN Soso, CHURCH STREET. SUITE t07 SHEET 1 —8OO SURFACE OF CONCRETE >� ><+ RANCHO CUCAMONca CA 91730 ZZ7-2600 OF THE OVERPOUR STRUCTURE AND SPLASH PAD WITHIN FLOOD CONTROL DISTRICT RIGHT OF WAY. y� C+I V%\, ��\P CC (90 904 saB- 3� 4 OF 4 CONNECTION DETAIL �°�CAIi- CHECKED RCE No 62183 DRAWING No. TWO WORKING DAYS BEFORE YOU DIG DATE �' Z aj FILE No 1882-D PROJECT SHEET NO.