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HomeMy WebLinkAbout1843-D BENCHMARK BENCH DARK No. 10063 AT THE CENTERLINE INTERSECTION OF EAST AVENUE AND VICTORIA STREET, 2" BRASS DISK IN CONCRETE STAMPED "DIVISION OF TRANSPORTATION EAST VICTORIA". M D LINE XI V 2 5 BEN = 1342.346 A L 2 5 BENCH DARK ABOVE NOT FOUND; USE *HILTI* NAIL LATE AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- MARK No. 10063 PRIOR TO THE DESTRUCTION OF U BENCH DARK No. 10063 F � Z C\2 a > CQ E- In O _ O . 07 �, m � CVO O Co U COO to r+ '-+ O — — + +CQ EI E A 0 0 pp + + zo a w "' u — — — — — — FS OVER CL PIPE `o N - d FS OVER CL PIPE a CO 44 _ �s —HGL HGL EX. 66" RCP PER SHEET 2, CITY DWG 1714-D . 132 "RCS S.0 0200 (ADD 0.6' TO SAID PLAN ELEVATIONS) I363.18 _ — I TV RCP 2 0 0 z �o R� 5.0.0 ' > cc a Z z C\2 w o a U z o * Q100=13.2cfs P;; a 1 rn .� CV 100=402.3cfs 100=402.3cfs A _ a > r 02 � Q Q w y Amax=14.6fps z z o z 13, S'Ip� �) Vmax=21.3fps Vmax=20.9fps w w z aw CV 5 + oi .,m 1-4w , ,a a, O U w0 co t- Coo * a' � co co �a oCr CD 00 ,4 L c6 0. � co Q100=421.7cfs +1-4 + co co CO *CONTRACT )R TO VERIFY LOCATION � -1 -4 'CONTRACTOR T VERIFY LOCATION E� %� Vmax-22.4fps 0 O W PROFILE ~ ~ PRIOR TO EGINNING CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION 0 INSTA 208.13 LF INSTALL 287.97 LF INSTALT, 35.00 TF �_ 24" RCP - 1350 D wc>~ 66" tp - 1350 D 66" RCP - 1350 D VERT I.= 4. 47 + 00 48 + 00 49 + 00 50 + 00 51 + 00 52 + 0 PLAN '~= 40' 3 + 00 54 + 00 1 + 00 2 + 00 SCALE IN FEET CURVE / LINE DATA TABLE 0 40 80 120 160 ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT 77 SCALE: 1 " = 40' © 35°14'51" 90.00' 55.37' 28.59' - ---_--- ® N 44'59'13" E --- 38.89' --- `t Pipe t ecost concrete end I block to be placed flush •I, I 1 with end of pipe as I 1 directed Engineer, I I . W . N o EXISTING SINGLE-FAMILY RESIDENCES d 43 45 EXISTING SINGLE-FAMILY RRSIDENCES CONSTRUCTION NOTES a CQ x —T- T-' a w U z 46 �T 40 INSTALL 24" RCP ("D" LOAD PER PROFILE) z C\2 PLAN 41 INSTALL 36" RCP ("D" LOAD PER PROFILE) CQ m w U `" a "b" 42 INSTALL 66" RCP ("D" LOAD PER PROFILE) + w co rn CO -- o o Q' 4" 0 galvanized steel pipe -" 43 CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321. EX. 66 RCP o w o, + + + 02 o co z Co LO -4 Co cofrotot 2l M v _ 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331. " LID w Add 406 bars x co SEE SHEET 2, ~'a iO o `n + EX. FIBER OPTIC/TELEPHONE LINE (total 2) �� - 45 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333. CITY DWG 1714-D EXIST. R.O.W. �\ O - - -- - - --- - - ----- - -- -- - - - - - - -- - -- - - - 46 CONSTRUCT CONCRETE PIPE CLOSURE PER S.B.COUNTY STD SP-176. - -- - _.a - - - -� U --- - - --- - -- -- - - - --- - - - - - -- - ----- , Ea 47 INSTALL 48" RCP ("D" LOAD PER PROFILE) 42 H/7/ o 48 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319. ai N A O EAST " AVENUE 42 � `° a • iT-1 1 1 O00 LZ T N - '� LAT. 25-A 40 "a 1 bars SEE SHT 13 B TRACT BOUNDARY N N � -- _ _ ` - - — --- -- _ � �_� \ ``,r ELEVATION �} N EX. 10" WATER co co n n P1BE CLOSURE — TYPE A a TRACT 15911 � E.., 1 _ - _ ' 00 rn U] � 2 NOTES- (Precast Concrete End Black) DESCRIPTION o f REVISION DATE APPROVED 22 26 22 E� � WARNING! EXISTING FIBER OPTIC IdNE. 1. "a"=-04 bars @ 12"o.c. unless otherwise 3 95' co CQ UU PROTECT IN PNCE. „noted on the plans. SAN BERNARDINO COUNTY A + '� II CONTRACTOR TO VERIFY WCATION 2. = 12 Mess otherwise noted an plans. FLOOD CONTROL DISTRICT CITY of RANCHO CUCAMONGA W Z ca U � 3. "t" = 6"unless otherwise noted on plans. �s� ow" �� A w PRIOR TO BEGINNING CONSTRUCTION. .DDEDDMWWS M H.H.H. 2-14-BO S.P 76 TRACT 16189 STORM DRAIN IMPROVEMENTS OWENS DR. � MPD LINE XIV-25 & LAT. 25-C MPD LINE XIV- 2 5 APPROVED BY: DATE:- Underground Service Alert Q�E��� CITY ENGINEER � � . ' - � RCE: 4953 I g „<v�o SNS s���� DESIGN MADOLE 8c ASSOCIATES, INC. R �MF�IDED CALL p?� ATS CONSULTING CIVIL ENGINEERS ( � G, No. 62183 , AND LAND PLANNERS rl TOLL FREE 1-800 Exp: 9-30-05 DRAWN FRANC O C CAMONGA. CAU91 730 SHEET m 422-4133 F o� ATS c909> 948-1311 12 of 14 T9T CIV 1�- ��P �'� OFCAQ CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG ATS DATE �'24"'Z FILE Noy T 3- PROJECT SHEET N0. OF J.\682-1409\storm\SD01.dwg, 06/26/2002 12:59:38 PM, ats BENCHMARK BENCH MARK No. 10063 AT THE CENTERLINE INTERSECTION OF EAST AVENUE AND VICTORIA STREET, 2" BRASS DISK IN CONCRETE STAMPED 'DIVISION OF TRANSPORTATION EAST VICTORIA ELEV.= 1342.346 BENCH MARK ABOVE NOT FOUND; USE "HILTI" NAIL AT B.C.R. IN N.W. CORNER OF VICTORIA STREET AND EAST AVENUE, EL=1343.88 ESTABLISHED BY BENCH- A E R A L 2 5 A LATERAL 2 5 No MARK No. PRIOR TO THE DESTRUCTION OF LINE � BENCH MARK No. 10063 F to ZCIQ od I -4 C\2 Im *CONTRACTOR TO VERIFY � d z Iw A LOCATION PRIOR TO o o � � x o BEGINNING CONSTRUCTION -4 kO o L) a w FS OVER CL PIPE C � 62 4 a - - - - - + a z w o 4 FS OVER CL PIPE - - - CO �I FS OVER CL PIPE C\2 F HGL --co $ CO e IY1- - - - -� _ _ ti�,tG� - - - HGL IIGL EX. 36" RCP SEE SHEET 4, --------- -------- - - - - - CITY DWG 1714-D lo A� 32494 �0 4 RCp INV S=0.0092 1 S=0.0052 S=0.0039 S=0.0050 0 a (3=0.00 .0)_ D+ a o) v w z p� a°` W p,�`4G4 co 1-4 6 w * � ti z CP C\2 a oma. w ti`�' `�� ��'� r, 02 P- �' ;74 (O1b ILD C\2 1p(9" + cu � � rn4 rn �0 co C\2x z x za ra z wz � ti� ztl� �' C � °'z z a e�frjy� to C\2 zv1 � o ?�v' �, co ~ a0 -4 a M� � z CQ �I� � � It z �z co .-, ar r� � o w r, � o Q100=42.8cfs CV � co � o Q100=31.7cfs 0 co 6 o -4 o -' IN TALL 30.57 LF t C6 Vmax=3.4fps Ql 0=15.9cfs CO X m a `? o 24 RCP - 1350 D , i co Vmax=5.1 fps , ,Q .�a Vm x=2.4fps o CQ . 4 + co + � Vmax i Of fs INSTALL 255.15 IF c? p PROFILE *CONTRACTOR TO VERIM LOCATION 48" RCP - 1350 D INSTALL 304.37 LF HORIZ 1"- 40' PRIOR TO BEGINNING CC NSTRUCTION 1010 36" RCP - 135 D VERT 1"- 4• 10 + 00 11 + 00 12 + 00 13 + 00 1 + 00 PLAN 1"- 40' 24 + 00 25 + 00 26 + 00 27 + 00 CURVE f LINE DATA TABLE SCALE IN FEET ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT 0 40 80 120 160 A N 44°59'13" E --- 29.44' --- - ---- --- -- - - - B 45000'00" 45.00' 35.34' 18.64' 0 O 1t O 49003'39" 45.00' 38.53' 20.54' II O N 85°57'08" W --- 5.34' --- O 45000'00" 22.50' 17.67' 9.32' O N 49°02'52" E --- 12.90' --- Q SCALE: 1 " = 40' N 46°52'48" E --- 7.59' --- - 77a 0 ql 46053'35" 22.50' 18.41' 9.76' U CQv OI 34°48'08" 22.50' 13.67' 7.05' o+ o+ w COLUMBIA CT. OJ N 34°47'21" E --- 5.17' --- .-, r" + ' W 2 EX. 36" RCP 14 - 48 24+44.24 CL MH F W I 41 N 15 I H CL EX. 48 RISER a a. oo V H � Ca (TO BE REMOVED) CO [tio CONSTRUCTION NOTES H to SEE SHEET 4, °D o LOT H �' II N 89°59 13 �6 m o �' CITY DWG 1714-D. + + 40 INSTALL 24" RCP ("D" LOAD PER PROFILE) SEE SHEET 12 FO , �- -Tco- MPD LINE XIV-25 98.`32 N `Ux� o � Q rn �� � � ;� 41 INSTALL 36" RCP ("D" LOAD PER PROFILE) - C ti _ 47 a C\2 „ „ //\QG ® 1 c� II 42 INSTALL 66 RCP ( D LOAD PER PROFILE) © - /�" 1 ( OWENS DR. �� � �,� � o a 11 � �� � .-_ .�.Q.�.¢.T.►_,W--._.�- ._..�_ _ ___ _ _�_.___ _,__�..J � .__ _ _ 43 CONSTRUCT MANHOLE N0. 4 PER CITY STD. PLAN 321. 10+28.03 CL INT 73 0 18 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331. �n 212.9 8 o j I =50+11.68 XIV-26 � I °�° 41 ?�O� D + � 1 �, ,� 45 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333. EX. FIBER OPTIC 5 I LPROP. 8" WATER N r O lr� �� �O d•, r d S�, 1, co A3 46 CONSTRUCT CONCRETE PIPE CLOSURE PER S.B.COUNTY STD SP-176. TELEPHONE LINE ' I PROP. 8 SEWER O _ �' EX. 15" SEWER �- I `30• „ „ 13 �' E F N ����' �fl SEE CCWD DWG a 47 INSTALL 48 RCP ( D LOAD PER PROFILE) I � „ ROGUE RIVER DR- - C 16 0 - 1 4 8 CONSTRUCT MANHOLE N0. 2 PER CITY STD. PLAN 319. „ - 9� N0. 89-S13 8 PROP. 8 SEWER �r EX. 10"WATER PROP. 8 SEWER 40 N <) �O s� cfl Cg y E-i EX. GAS " 19 + a � I PROP. 8 WATER 41 �� N qf. �, ,,�, + o �D W 32 44 13+00.38 CL INT '�' `kCQ z� C12 CQ W 44' I 44 3 =1+00 LAT 25-B CL CB #2 8 W=14' V=5.0' IN WARNG! EXISTING FIBER OPTIC LINE. PROTECT IN PLACE. 4 5 13+40.53 6 C 20 CONTRACTOR TO VERIFY LOCATION END LAT 25-A DESCRIPTION of REVISION DATE APPROVED PRIOR TO BEGINNING CONSTRUCTION. CITY of RANCHO CUCAMONGA A NOTE: ALL STORM DRAIN FACILITIES INDICATED ON THIS TRACT 16189 SHEET ARE PRIVATE AND MAINTENANCE RESPONSIBILI'T'Y 0 IS THE HOMEOWNERS ASSOCIATION.-LATERALS 25 - A & B_ LINE 33 0 STORM DRAIN IMPROVEMENTS LINE-33, LATS. 25-A & 25-B APPROVED BY: DATE:- � Underground Service Alert -41 CITY ENGINEER ! F t�, ja (� a ' RCE: 24953 �, DESIGN c MADOLE & ASSOCIATES, INC. REC M ENDED ATS CONSULTING CIVIL ENGINEERS Z No. 62183 (n rn AND LAND PLANNERS V.4 CALL � ��� oes TOLL FREE 1-800 {� Exp: 9-30-05 * DRAWN 10601 CHURCH STREET, SUITE 107 SHEET m n05 422-800 RANCHO CUCAMO 8-1 CA 91730 ATS (909) 948-,31 , 13 OF 14 12 CA CHECKED RCE No 62183 DRAWING NO. p TWO WORKING DAYS BEFORE YOU DIGJ ATS DATE 61-k-16.4101- FILE No I U q 3 - D PROJECT SHEET N0. -OF JA682-14091storm1SDO2.dwg, 06/26/2002 12:59:20 PM, ats