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HomeMy WebLinkAbout2135-D ESTIMATE OF STORM DRAI 1 NOTE:GENEML ES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE CITY OF RANCHO CUCAMONGAAS An ' P TOTAL U T1 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT 1 INSTALL 60" R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) 931 L.F. EDITION. CITY OF RANCHO CUCAMONGA MEL 2 INSTALL 48" R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) 2,307 L.F. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, 3 INSTALL 24" R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) 63 L.F. VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE4 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329 1 EA. RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO E DONE, STORM DRAIN IMPROVEMENT PLAN 5 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331 1 EA. SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED, AT NO COST, TO THE AD CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319 11 EA. CITY OF RANCHO CUCAMONGA. TRA C T 6 7 CONSTRUCT HEADWALL PER CALTRANS STD. PLAN D8 , SINGLE TYPE, SEE SHEET 9 1 EA. . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE 8 CONSTRUCT OUTLET STRUCTURE PER DETAIL ON SHEET 9 1 EA. SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 9 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120 1,058 L.F DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 10 CONSTRUCT PIPE CLOSURE — TYPE "A" PER SBCFCD STD. S.P. 176 (a bars = 5 @12" O.C. t = 8") PHI ��,,, �, SEE DETAIL ON SHEET 9 3 EA. ,b 11 4. A PERMIT SHALL E OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT �` CONSTRUCT 1/2 TON RIPRAP AT 3.4' IN DEPTH, WIDTH AS NOTED ON PLANS 1 EA. PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA 12 CONSTRUCT INLET STRUCTURE PER DETAIL ON SHEET 9 3 EA. EASEMENT OR RIGHT—OF—WAY. ' --� 1 INSTALL 18" R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) 45 L.F. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATE LS, MAINS, OR CROSSINGS 14 INSTALL 30" R.C.P. BEDDING (D LOAD AS NOTED ON PLAN) 729 L.F. SHALL BE CONSTRUCTED PRIOR TO PAVING. , \ 15 INSTALL 42" R.C.P. BEDDING (D LOAD AS NOT ON PLAN} 240 L.F. 16 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336 2 EA. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB--GRADES SHALL B PERFORMED AT NO COST TO THE CITY OF RANCHO CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333 1 EA. r CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE _ =— ., 18 CONSTRUCT 18' TUBULAR GATE PER CITY OF RANCHO CUCAMONGA STD. PLAN 607 1 EA. CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR ON OF MiE MA 19 CONSTRUCT TUBULAR STEEL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 608 780 L.F. SURFACING. BE a PW Tu--' ZD COlVie Cr bf,4kY0b5 W f PER rr O� � C_AN A1 A- . (_a� t 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION o QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 1 2 9 4 IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED _ . F IN THE OTHER ITEMS OF WORK. .�. VAU 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE „�. ESTIMATE OF FUTURE STORM DRAIN CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE TOTAL REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR � � NO 1 TION QUANTITY APPROVAL 0 1 4 C S. e I 2 INSTALL 48 R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) 265 L.F. 9. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE -� ' Su D o.�' D 4 Na s OF CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329 2 EA. 9AP THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON THE REQUEST OF THE INSPECTOR. AST E BEEN COMPUD BEYOND TH12 CONSTRUCT INLET STRUCTURE PER DETAIL ON SHEET 9 2 EA. INSTALL 18" R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) 16 L.F. 10. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133. PROVIDED FOR YOUR CONVENIENCE ARE THE I I 1 INSTALL 30 R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) 44 L.F. FOLLOWING: - _ 1 IN 42" R.C.P. BEDDING (D LOAD AS NOTED ON PLAN} 79 L.F. CONSTRUCT JUNCTION STURCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331 2 EA. A. SAN GAB I L VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 FOR BASELINE ROAD 2 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 321 1 EA. CONSTRUCTION MR. JAMES FREI, I I B. GENERAL TELEPHONE COMPANY (800) 483-3000 I , C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 FOR UNDERGROUND SERVICE REDLAND , CA 92373 1981 WEST LUGONIA AVENUE, D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD TH! ORTION THE M HAS COMM CM4dD E CON RANCHO CUCAMONGA, CA 91730 TR CA' r E. METROPOLITAN WATER DISTRICT (909) 593-7474 700 NORTH MORENO AVENUE, LA VERNE, CA 91750 I I F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 7951 REDWOOD AVENUE, FONTANA, CA 92336 WILSON AVENUE — 24THT. G. PACIFIC TELEPHONE COMPANY (714) , ( � 999-8639 AN AN ANP AN O N Re w r 41.WN"MNp T S!0.33+80.57 T O ANO AN AN o Y! w.a. IVY S.. 9 PRoalrer 1 g r4 / 0 100 200 400 600 800 SCALE: 1" = 200' W01)VITY MAP VICIN11 MAP PRIVATE ENGINEERS NOTICE TO CONTRACTORS EXISTING SURVEY MONUMENTATION 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) N SHOWN O THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THAT COULD DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH a THE EST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED �1,�'1�.4 � lL L /' I4�. "/ ®' 111' " SHOWN ON ,THESE PLANS. THE CONTRACTOR IS REQUIRED TO DU . ,4 '47" 1� G�1 r 4 " a " l�/� ®�14� 2 T TAKE AS FOLLOWS. c E PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE Z/—\ ��l< E F�,�i�',�®N ticc�e7�� �,G, ,l �`�Yr 9co ,— Lo DRAWINGS. � 1} 1 1/4 INCH S.B.SCO.GOSURV DN. 0.7 FD ON T AVENUE } Y-&0'7 PIR 6i FD. 6" CONIC. POST W/ 1 1/4" BRASS DISC MKD. S.B.C.--F.C.D 1949 UP 0.1 D ESC R I PTI O N O F REVISION DATE APPROVED THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THECN c� 3) FD. 6" CONC. P T W/ 1/4" ASS DISC MKD. S.B.C.--F.C.D 1949 UP 1.0' . o UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Q RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF PAUL R. HUD6LESTON JR. L.S. 7083 12/31/06 CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS ANDTRACT NO. 16114 0 0 PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, `` AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, BASIS OF BEARINGS STORM DRAIN IMPROVEMENT PLANS mmo Q REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS THE BEARING SHOWN HEREON ARE BASED ON THE CENTERLINE OF EAST AVENUE -�N PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE BEING N 00"13'40" E PER SURVEY RECORDED IN BOOK 96, PAGES 58 INCLUSIVE N OWNER OR THE ENGINEER. TITLE SHEET - 0 OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN , ERNARDINO COUNTY. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT / APPROVED BY. DATE, a Q ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. b CITY ENGINEER RCE NO. 24953 iM cU oUnderground SIGN Y. r I RECOMMENDED �N ��� M X10089, A 2saco " BASS DISK IN CONIC. HEADWALL AT THE SW CORNER OF SUMMIT CCP IRVINE, INC ' :Q Call. TOLL FREE INLAND EMPIRE ' ui .--�, AVENUE & ST AVENUE, ELEV=1507.031 A Y: 2900 ADAMS STREET, SUITE A-15 SHEET ? 1-1300 CCP RIVERSIDE CA 92504 (951)352-720D 10Q X PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS OF N.w ca 04 CHECKED BY: _ 227-2600 PLANS PREPARED UNDER SUPERVISION OF R.C.E. NC?. 58020 o CD Paul Huddleston Jr. z 0 �i Two WORKING DAYS BEFORE You arc PRH Date SEPT. 20x6 Exp. JUNE 3a. a82 w w m PROJECT SHEET OF lC} i �I I — _ J r-_1 MILLLV- 114 77-0 OLE - AOL- - _ BENCH MARK 089, A 2" BRASS DISK IN CONCRETE HEADWALL AT Bm #10 PROFILE SCALE: THE SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE / 1„� - - _ 19s _ _ - _ 1507.031 HOR113 14 15 -16 17 185 19 4 6 . I 'v '. mw Uj C14 :, + t!? + XtST N 6O R.C.P. c��,,, PER DWG. NO. 2000—D M - �' HT. 7 OF 10 w acn G-0 + 77 , -W W W W W W W W W W / _ _ _ 1- - W W W W W - W W W W -w - W _ _ W Uj EXISTING .C.P. 67 ` PER DWG.3 O.R OO—D .�,...�........��..,�...�-� :,�` � .,.... HT. 7 OF 10 BANYAN STREE v m E 0 cn CONSTRUCTION NOTES �— W DESCRIPTION REVISION AT APPROVED 75; 1 --- INSTALL 60� R.C.P. IN (D LOAD A NQ Q PLAN) CONSTRUCT CONC T COLLAR P CITY O RANCHO CUCAMONGAcli AIG DELTA RADIUS LENGTH TANGENT CITY OF RANCHO `> CL � C) STD. PLAN 329 NGA � A N 1 57 2 . -- CONSTRUCT MANHOLE O. P CITY OF RANCHO CUCAMONGA N 9`51'26" 663.61' ®N STD. PLAN 318NO. Q c TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 10 TORM DRAIN IMFOKUVEMEll"'N'T PL/—\l,4z5 > O O)z BANT / N 'r%Tw"%" EE""— °� �`13%T A. iA z. U U 1 +77.226 TO. ""' op"'0+0" .00% Q APPROVED BY: f DATE: L_r, / Lo CITY ENGINEER RCE NO. 24953Q Q DESIGN BY: � HUNSAKER & ASSOCIATES RECOMENDED x o M INC Q Q 40 Q 120 160 CCP ` '` IRVINE, - N rs � 14Cr+U7 so ��1aMort SHEET Lo N FREE — DRAWN BY: 7>41 'y ' Call: TOLL RIVERSIDE A 92504 (951)352-7200 a SCALE. 1 — Q eaz 29aO ADAMS STREET, SUI A--15 CCP PLANNING/ENGINEERING/SUR YING/GOVERN ENT RELATIONS 2 OF10 ,-- 1-800 � F= PRE PLANS PREPARED UNDER SUPERVISION OF z 227-2600 CHECKED BY: R.C.E. NO. 58020 o Q 0 Paul Huddleston Jr. 0 WORKING DA BEFORE YOU DIG PRH pate SEPT. 2006 Exp. JUNE 30 08 X x Fn PROJECT SHEET OF �'l IX ag of lqp mat NOR tin, Or m., e MUM AL "Aft WE Lei ilk m e t 1 0089, A 2" BRASS I K M BENCH MARK N CONCRETE H _ 1 OUTHWESTCORNER PSUMMIT AVENUE PROFILE SCALE." 1507.031 19 zu 21 22 Qr -�1 17 &-%0%+ 0 '0'%' LIN"E ^TA. zz UU U MATutl N 0 CONSTRUCTION NOTES LATtKAL "All SEE LEFT 5, --- INSTALL% % 8" R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) KANUON Ot i (D-- CONSTRUCT MANHOLE NO. PER CITY O RANCHO CUCA ONGA C STD. PLAN 318 GA c) 0-6-UCA C) C) 0 6 0 HU UU%..# 0%N /8A R K BC = 22 8 C) C I T Y 0"F C 6 6 �dLli C>+ D LLJ ' -Af + N 2 k Lij ,� ' 1 2p 1 E Uj �_ z 11i �g A a _® _� _� -d �� -� EXIST. P/L xvmmmm EXI P/L M a� v w- a LAT L L ERAL 'All n_ a� N CL c,> m E a DATA TABLE r� a c} 0 BEARING/DELTA RADIUS LENGTH TANGENT TI REVISION T APPROVERCD AO`11'11" 131.09' N 0 w ANCHO CUCAMONGA O 11'1 1 300.00' CITY OF R ca 011'1 1"E 228.72' 04 TRACT® D0`45'29" 45.00' 71.28' 45.60' 16114 IMPROVEMENT PLANS0-Q S ®2542" 68.91' STORM DRAIN 4 0'z LAT. 11 " �a 4uj 0 U_r-423 ALL— 16+00-00 TO 24+00-00 O Nq "7� cca Q cn En APPROVED BY: LO DATE: �-N CITY ENGINEER RCE NO. 24953 C5 Q �p �C ASSOCIATES RECOMMENDED DESIGN BY: HUNAKE Uj N IRVINE, INC CCP � Ln-�aI D EMPIREREGION -15 SHEET Undoir Mort 0 120 1 DRAWN BY:------- 2900 ADAMS STREET, Sul A O 040 0 120 160 O 0 40 RIVERSIDE CA �2Sa 4 O PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RN� NT RELATIQNS N jil Call® TOLL FREE " �- O' PLANS PREPARED UNDER SUPERVISION OF SCALE. 1 SCALE: 1" = O' CHECKED BY: R.C.E. NO, 58020 �a Paul Huddleston Jr. 227LAJ—2600 PRH Date SEPT. 2006 Exp. JUNE 30, 08 LLJ x PROJECT SHEET OF TWO WORKING DAYS BEFORE YOU DIG z - Er gi ==Fzzn� n_m - _ -------------- ER BENCH MARK & - k _ $ .. _ THE#100S9, I AVENUESOUTHWEST CORNER OF SUMMIT TE: HEADWALL T A NUE VE 1507.031 ON NOTES 6 INSTALL " R.C.P. IN CD LOAD AS NOTED ON PLAN) 6 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CCA OA M STD. PLAN 31 CD do% 100%lu F Ulm P A R,K 0 " _ 2G C) Tt r- CNr. NC--o A BCLJJ E . PSL '27 — __ a _ _— -- - 01 �, Q L ATERAL A ca v 0 w 0 N CL U DATA TABLE M BEARING/DELTA RADIUS LENGTH TANGENT L° A S 9`25'42" 217.67' hi S 9`25'42"W 300.00' TI REVISION DAT APPROVED C) C S 9` 542" 2.33' N CITY OF RANCorl"O CUCAMONGA d- oQ QLo � o " oN n U LAT "All 01Z ® 7r:S LL.UU® O p r... o dA ''f C APPROVED BY: DATE: E O Lo ry CITY ENGINEERRCE NO. 24953 -a 010 UndoIrgmund DESIGN BY: RECOMMENDED 0 X wtr; cuw solrv'ocoQ� CCP ; '` INC N Call: TOLL k{ #K9F? IRVINE, s �, , O 20 40 O 120 160 r�k� '_ WE DRAWN BY: x 2900 ADAMS STREET, SUI A-1 SHEET Q ':; '` RIVERSIDE CA 92504 (951)352-7200 Q v CCP PLANNING/ENGINEERING/SUR YING/GOVERNMENT RELATIONS 5 OF 10 iN SCALE: 1 40 PLANS PREPARED UNDER SUPERVISION OF �Lo TWO WORKING DAYS BEFORE YOU DIG CHECKED BY R.C.E. No. �I�aa o p z PRN Paul Huddleston Jr. z 05 OZ130 Li- Fn Date SEPT. 2006 Exp. JUNE 30, 08 � x IP- -f-i Arm 4m -11im tow IN IN 0, 00 Mf .1 a I'JIL ley ME 2 m:4 11 ON IN i KNI pill llllill MD2 0 11 FAM MELOM --------------------- gg--Af. 417 M, "Awi 'I Er ON A A OfA ab 0 Fljjjjj!� 1#1 Al FA El r., swus I Rol m 110H kil -9 9- IW = AM A Mill ............ _Ez: ........... �T 777-:,-", Y� ................ T7.= -T 17, -A- ::17. ........... .......... _"A T'- ....... 7,-L-1, 7_7 ........... -:, - I I- ­­­,"�_1111-,11 j 4 .................. ............. ............. ............. 4`1 1 '_-1:',��I ----------- ..... ..........r", ........... ............ .......... �'7 717'�=_::: ......... ............ t '7777.,777 �-_777 J, 4, ------ .......... ......... v 101 77,11,7:77:77] JL� 'LL ........ 7 "A :7, T 4 -:7 .................. A- - t, K __o 11'..."_ ........... J .............?" Ar 3. ......... ............. _7�1_ -7, 7" 7", t'77, 7" ....... -7,,77 -------- _Z:+ --—-------- ..........I- ............ 7:7....... T':, ........... .......... J .......... _77 ........... PR -----"- ... .... .. 77 f Ar 7 ............ "A k____-A z A:- -17,77 44 ............. -A J or_ t L.1 CA E:, ................ �,A ............ .�A -j- "Z 7 j -F j A A.--1.4- r T, .......... ...... .... ............- .......... .......... _77 T............ T ij - -1-1-� -:1`,-,',--`7,'j7� ]�� � A 7" "T, ...... A...... J, Z" Jll T:1 j,:, HVI. L 7:� 7,7:"E-_-,:----f -=zz: .......... t 7 1........ ...... ....... -7 "'Z J J U" -z J.A _j_ -f......... 77!�Jr 560--`::-, j f-777-f 6 ::J1, ......... 41- . ":_'��1"Y77,1 ............. ------- + ................. -:1,-7: _71 r-I............. ...............1­�__,_=-1-J� ....... _T_= j- -S::�O:;21-2 J E., ....... ............ ------------ 7'77 N�TT E; 1,M HL J -6 f 1-5 0 z:_ Lz:, z, I -A ............. 4" 77-:7, ....... ,j ............. _T- __4 7 L j 7�777' A-- ---i.......... ::Z ------ ........... 777::,��Z__� ---.11.......... '1��: 177: .......... ............ J ........ 77`7�,-,­f7-�' 'E 1 1�-1.14�I .......... 079 1c, ......... RU _J If .............. A .......... j J 771_ A + =7 .......... ..........I.,-,11-1�1-1--I--- �__ - ­­ ------- , _4- -�.-1-1-� -- _­1- 77,74 77:77j 7=7:"4 .......... ............ v­ 7_z_ ___f ­_­­­,I— - 7"i­:-_,_�-�:ju,'� ::� --:-1:-_--: j_ "A 71 7f' ...... T_ ------- ...... 4... -------- C77�,� [ I -:71 0 j_ _7 _3 --------- 1--3 1c :7", Z 77,77[=�::Z J_- ............ :,]_:__ 11 -­­ "-,"',4 7 ... ........ �f - -_ U 'IF 7 _7-77 77.,� 7 7771','7 J-_ 7., -A --- .............. 7_7 4, T J IF - ----- �,_-7-_-,r,-=­ I i i---­ 7!=� _1_1::�Z. _,�:,��-J- ............ j 113" z I NT I z_ '11, T '7_71 �:J z ............. JZ_ - _'71 :77,J': ----------- .......... J": L H� '77 -5 A. :,_:_F.............. + :,7=7-4= 71 _71 7-77'77��"�"77'7-7 �7, ............ j Lo, Lf j. ....... ........ =J �Z:77:,_.,_ Jz- F� '71" J 'z: Al �Nts-Hii S3 F 177-_7 77, U S J: -E, =z L 4-_ ............. ......... .......... J_ ........... + 1L 1.111"-1 �� -1�I-11 1-11-.-.- -'e7l'-.......... 7i J T ERIMI-­-­� T 7" ............. ........... 7_7"� 7_­� ....... -UvtK 1_UV ............. ------- 74, L J,L:��' 777� 7�7'_­ RER AIR It 6NAL IT -:J, j- -0 z_ -IRE! 4 ........... j............ ............. L 2 T" ............. 1E ........... _:�:__J_�7 ------- _177 :1,4 -J 17,F.,Z> j� -J, ir-7 ........... -.n Uj -E], J - i 54 L Ulm (N- -_A�v y ":j ........1,,: �:J"Z', L"", 7� ........... ....... ...... t--- _-A 7 .................... 777-7 �;oru ------- A, -4 77-E jii .......... ....... 7 'i 'z 4 -oz:.J_:� ___=___1_j___--i 1-4 j j, -A j if1b, AL ...... T '_77'7­7��-717- -C �"j ......... 77"_ 4- %_.iv I"I I 1-0 1 L4 L_ X.1 F 77'�_ 4 77, E" t 7 ...................... J.- 5; -Z ..........-Y, 7 j -­-C -S" n7 T7 _T 777'2� .... ..........­­ ------ 2" BRASS DISK IN CONCRETE HEADWALL AT _7�7,',7, 7. ............ P5 I: ............. BENCH MARK ............-.7-61 ...... BM #10089. A 7 L I I IVIMA�I-E;.] THE SOUTHWEST '�V_U*9,7 I-L-t,*-1 ....... y v U US(INTEP1104 Y T 0-' Al, _q + 011 -VA I 11N4aUiLBY- 'i:-,--Cli i AVENUE ....... U L XT I M AT-:E)�,-�_ �771_7' 7 Ns T �A L ,T .......... U_ 1 7 '7_ IAT-1 :T t A 0: F --REOUIRED ....... L V- 14 CORNER OF SUMMIT AVENUE AND EAST N V. 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CN co 13 INSTALL It 11 � 11 .C) . 1+30 30" R.C.P. & BEDDING (D LOAD AS NOTED ON PLAN) BC 2+84. 3 C> (14)— INSTALL U + H co L.Li + dw me G N �,r.-I \ m F N 13 CIO T A P 'NT0 LA LATE L-"4n B C Z 00 i� .__�r i:16 LATERAL C _L L] 14 7 :Z: 0 It ;4- 6 co c� CN + + 0 LATERAL "Ell E 0 u REVISED STORM DRAIN VERTICAL DESIGN BEARING/DELTA RADIUS LENGTH TANGENT III I DATE APPR6VED 0 35-39'18 45.00' 28.00 14.47 DESCRIPTION OF REVISIOI\4 04 00 E 92.04 N5'55 24 E 34.10 17.07' U%,o %J N 6630'45" 300-00 %MWITY 0 1 9j"ON1100'a 01" "ow%m 'AM" IGA :D CD r­ Uj C� NO-35 21 W 176.65 �_ C) 1A 6-"11 '40 0 C6 NO-35'21"W 8.66' N 0 a- 0 C) 1.j AIX I kj V IN 10.27 kJ M RA I N I M P E M E N T L N45*35 21 W T R Li 9 17.661 9.321 44*58'57" 22.50 r-1 9 4 o o L.0 2.32' LAT. 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PLAN 1 .21 Fu URE LATERAL "B" a ', 2+04,99 REGI 1 ; DRAIN - T MAINTAINED I � PRIVATE LATE N SEE 6 cp oDATA TABLE r_ E Ln AIN /DELTA RADIUS LENGTH TANGENT DAT APPROVED CD N13"31'16"E 43.2®tDESCRIPTIONREVISION <0- FUTURE LATERAL "All o >Q CITY OF RANCrHO CUCAMONGA p t'J �4 E� 0 LLJ TRACT NO. 16114 o(N Q sm DATA TABLE STORM DRAIN IMPROVEMENT PLANS BEARING/DELTA RADIUS LENGTH TANGENT NQ A 9'25'4 "W 18.74' 0 20 0 $0 120 160 V2 t t t Q� Q 5 25 2" 5.00 t 52.1 32.31 SCALE: 1" = 0' APPROVED BY: DATE: E n C0 56 171. 6 0 20 0 0 120 160 ' 0 LO C D 69`34'57" 45.00' 54.65' 31.27' CITY ENGINEER RCE NO. 24953 �Q ��v`> % RECOMMENDED p � E N7 '43'S3"W 39.88' SCALE: 1" = Q' DESIGN BY: ��:�. ���. t1'MD CCP '� t $f� C_ p� x C w CN INLAND EMPIRE REGION Call: TOLL FREE DRAWN BY: 2900 ADAMS STREET, SUITE A-15 SHEET Ln o 1-800' t ESE E_ CGP r ' RIVERSIDE CA 92504 (951}352-7200 10OF10 v PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS N 227--2600 PLANS PREPARED UNDER SUPERVISION OF z Lo CHECKED BY: R.C.E. NO. 58020 Q 0 TWO WORKING DAYS BEFORE YOU DIG Paul Huddleston Jr. 2 U; PRH 11 Date SEPT, 2006 Exp. JUNE apt 0 W Uj m b-x PROJECT SHEET OF