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HomeMy WebLinkAbout1504-D Y 1ST C.S. t-• O I al_ O co a 4 AROUND PIPE © N N ao,0o IL 0 ao 0 v l v ati > v •. 4•' • ' V'IM O U Q W f ~ U ' ~ - O r ODO Z; � m � p� ` X, iW aD U m N m —N W N X 01 ♦ N yy '� F U W;m I ti 01 N'I O O I - M U m O't f` 0 N to!t` , c N I M o� — Itc N ROPOSED 24"RCP W' a t` QD a t ti " LOCAL DEP O +1 + ti 3 ti t 3 + a �9O 3 — a — N N — 1790 - - CF+ H 16 } I � . • MORTAR LASS c R � - 6� (CitIP Ptpff To Rtl!OltvE MORTAR) •• / FL--j — . LOCAL. CFtFfi=is TOP OF CURB--*, � ' � CIO, ORE EXIST C.S. (O.D. I.O") �, 46.00" _ �—L d ' • T / JI I r��^ WAtEo�SS +ye I r r' I NEx1E�•� r II r O i i I _ _ i r I lE�• 6y AI- I PLAN3 112 EXIST TOP OF CURB r� ' II I , I1 L� 24 e2 NTSI - 5` 05 ' _ " UNCLASSIFIED %� Z EXIST. C.D. e" 241' e" In MATERIALS / (I' �l ,Zq a I I nb� I SEE CONN IE • ! I�y DETAILS �St. " �fv 4• BORE EXIST. C.B.(O.D.♦ 1.0") a 1780 ( 1 I) ExE o vE� N I 1 t 1780 1 ,I L m • 1 "GRANULAR MTLS. r` CHIP PIPE TO RECEIVE MORTAR '• 4 IS y > I _ p► I I•- ( SEE CONNECTION (� DETAILS > NOTE CLASS"C" MORTAR =4 per = 1 I Z I N I POT MOLE AND VERIFY DEPTH OF I SECTION A A I N EXIST. C.8. REFER (� " _ .• 1 I TO DWG. N0.1344D p I I THE EXIST. 4 SEWER LINE PRIOR O•� tt II _, _-_„_=J 1 TO TRENCH EXCAVATION AND INSTAL- � N ti I I LATI.ON OF 24" RCP. CONTACT CCWD , I 1 7 aD �I - PRIOR TO INSTALLATION OF THE 24 RCP. _ - _ I ti -4N---EXIST. C.B. REFER TO 0.1D.-So" .O• aO• t----._.. _.- ---J) DWG . N0. 1344 D •• 4 • 4 GRANULAR MTLS• -0. • fE•SupPORT p, SEEBSTD. DWG. NO.341 TYPE 1 _ IT70 1770 W _ COpCR 2000 µ 420 C C.B. i C.B. 2 SECTION a—e ( WEST SIDE C.B. ( EAST SIDE C.B . . a CONNECTION DETAILS. SCALE. HOR. 1 2 . NTS VER. I'■ 4' ' I I H• H ao 0 a I (j 0 1rz o oz CONSTRUCTION NOTES: II H M .F-W 8M F-U r ow 1 1 I f• W > 31�� Z Z v >Z 3 OA CONSTRUCT C B PER STD D�yG. T 30 a V=6.0W=14.0, WITH DOUBLE PROtEC- TION BAR AND BLISIN FL00�2 SLOPE OF 15 /e M \ \ I HQ 6 83 Z O CONSTRUCT LOCAL DEPRESSION PER STD. DWG.NO. 307 CASE"B", H= 4 I I N N Zo 0 ti v:o W o o © INSTALL 24"RCP , 1500 D .� + a 3co t o W QD REMOVE a RECONSTRUCT 6S/W AND PCC SLAB —�„�e � - .•. � N N N OC \ I I QE REMOVE 5 RECONSTRUCT 12`� CURB AND 14"GUTTER. 1 I 11 . i (JF' PROTECT IN PLACE . I i © RELOCATE WATER METER. © REMOVE 8 REINSTALL MAIL BOX. T ©— M T EXIST. TRAIL FENCE � r E � �' OI REMOVE � REINSTALL TRAFFIC SIGN t — �-----,__•,1 -�.--T, --- ---_,;, -�1 -- `---- �- >a. ^_ = OJ RECONSTRUCT AND RELANDSCAPE AFFECTED PLANTER AREA AS NECESSARY. A T C D=86.41 - - _ �\-� \,,f�- i� G — c=85.51 --{ _ OK REMOVE AND RECONSTRUCT DRIVE APPROACH PER STD. DWG NO. 101-A \r --. — . �/ �t-- -•---- �/ - A=85.15 N \-c=95.7• =85.05 I I - MO F 1 1 E_e5.se REMOVE SECTION OF TRAIL ENCS � REINSTALL L L AFTER CONSTRUCTION OF C.B. --- --- -- ---- -- 1 I ----- 1 0 1 1 I !--•._ _ .._.`___�. - —L1 L_.J REFER TO STD. DWG. N0. 1010 S A P P R E REE CONSTRUCT C.B.PER STD. D = STREET T DWG. N0. 303 V 6.0 W 14.0 WITH DOUBLE PRO - TEC ���'- -- --- --- - © TION BAR AND BASIN FLOOR SLOPE OF 15%. CONSTRUCT LOCAL DEPRESSION PER STD. DWG. NO. 307 CASE "D H=4" PROTECT AN 3 PORT EXIST B" 6=98.61 \ WATER LINE U ING TRENCHING -4 D=89.50 a=89.66 �� ♦ AND PIPE IN A LATION. c=98.99 F=90 57 r a E H { e=9o.7e -� r � -------- F I F G F SPEED M8 $ Q' SIGN `— ==---css cam• -- - -- - - - - - -=-==_ t^Pta4NTER�--4 �6's/w F Pp: =, K [�-- _ - E DF �CA1�f1 R A I � J I H a .. N '- " I_ i \ fj �_ aL 1- 00 f- g z $ oz DESCRIPTION OF REVISION DATE CITY f W �" 3 C p O_ N O �cn O APPROVED. H �M U — W � C] X N W ]fes Z N rJ � U W II W ' F- Xm o 11 Z Z 11 Z o �� CITY OF RANCHO CUCAMONGA \ Irt - 1-J U f 3 W > F-m II O0 Q)_j N ZO O- O ZyJ 1 ti oo' Woo " 00 W 00 STORM DRAIN PLAN 1I \ qt N N rJ OD 1w7 m U � �... N °a ;N o ow u + aC II N X (n N to fn,. 85.00' 26'00' x'00' SAPPHIRE STREET P 1 BANYAN ST. 10 MOON CT.) SCALE' 1"= 20' APPROVED BY: _ DATE�"� CITY ENGINEER Cil/ RCENO. 24953 DESIGN RECOMMENDED R.D. � M.O. k'L DRAWN SHEET R.D. Q OF T CHECKED DRAWING N0. R.C.E. NO t J.S. DATE FILE NO 1504 -D