Loading...
HomeMy WebLinkAbout1208-D DRAWING NO. CONTROL NO. OVERLAY NO. V B= DAT( B, OAIf BY DATE Release Date v l ' DEBRIS RACK INLET FROM DEBRIS BASIN OFFSITE DRAINAGE 5/B�O7 Q(100)=224.9 CFS (SEE DEBRIS BASIN PLANS PM 9192) ( OWG. 0a 1/81-D) DRAINAGE DITCH TO DAY CREEK (13.1 CFS)(pwG. Na 1193-D) ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES q -IS-d7� o (FOR BONDING PURPOSES ONLY) 25 /D 30/87 GENERAL NOTES j, _ DESCRIPTION 1 QUANTITY 1 UNIT MT. WAil A'EY i NO D v PVARD 1 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO .- <: `F _..__ Al►T + CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS "" NA-+ 1 26 1 CATCH BASIN NO. 1 (STD. DWG. 502) 1 1 1 EA 1 // 30/B7 CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE f /ERR _.-. �aj�, ' Q• +--___+____________________________________________________+----------+------+ RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. i 27 1 CATCH BASIN N0. 3 (STD. DWG. 504) 1 7 1 EA 1 d8 \ +-----+----------------------------------------------------+----------+------+ 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES. WATER s <_ 1 30 1 24' RCP 1 820 1 LF 1 / METERS. VALVES FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE . a - - RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE � _ ' r +-----+----------------------------------------------------+----------+------+ - � S 1 CATCH BASIN NO. 1 (STD. DWS. 502 MODIFIED PER 1 1 1 SHALL BE REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE s--- F� R. C MT. CAMBi/2r7 ,•. •' , CITY OF RANCHO CUCAMONGA. f j DAA` `a CT 1 32 1 DETAIL H) ----_----- _-EA r MT. 5 1 EA 1 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING ---- -------------------------------------------+ + + DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO ' `/�}ryJQ i t CATCH BASIN ND. 3 (STD. DNS. 304 MODIFIED PER 1 1 1 -r .i. .p Y d. ,.. a .J)v 1 37 1 1 1 1 CUCAMONGA EASEMENT OR RIGHT-OF-WAY. f - DETAIL K) (SHEET 81 4 � 1 p +-----+----------------------------------------------------+----------+------+ 4. ALL SEVER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. MAINS OR � � i 1 CATCH BASIN NO. 3 (STD. DNS. 504 MODIFIED PER 1 1 1 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. . • 1 36 1 DETAIL L) (SHEET 2) J 1 1 1 EA 1 CT. ------------------------------------------------- +----------+------+ 5. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY + 39 i M - jY �� -� MT � � t � � _ � '� 1 ANHDLE 'A' PER STD. ONG. 510 1 6 1 EA 1 MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE .. - h, yfR� �VA'�'/JON ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE / p\ MT +-----+----------------------------------------------------+----------+------+ 4< GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ✓$ _ ! C7�. T 1 40 1 MANHOLE 'B' PER STD. DWG. 511 1 8 1 EA 1 J > - +_____+----------------------------------------------------+__________+------+ 6. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR St 1 41 1 JUNCTION STRUCTURE 'A' PER STD. DWG. 508 1 7 1 EA 1 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON - i. ________ ____ REQUEST. THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY I! '.o �t t in , ENGINEER FOR APPROVAL. --------� " 1 �`"v V ` -0 , � 1 42 S JUNCTION STRUCTURE B PER STD. DN6. 509 1 3 1 EA 1 " Q(100)=10.0 CFS r +-----+----------------------------------------------------+----------+------+ 7. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN HAZARD FREE. ORDERLY _.- - s aN STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE _ d g//ER ; - 1 43 1 JUNCTION STRUCTURE PER DETAIL -A' (SHEET 1) 1 1 1 EA 1 1 ...MT. + W//1Tf MTN. +-----+----------------------------------------------------+----------+------+ INSPECTOR. --- -------------------------------------------------- Q(!00) 12.9 CFS Q(l00,=�D.O CFS r ! / 1 44 1 40' RCP (SEE PLAN FOR '0- LOAD) 1 1 ,750 1 LF 1 ti. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS. PAVING REPAIR AND Q(100 0.3 CFS p CT. --- - . +- -+- -+----------+------+ PAVING REPLACEMENT IN CONNECTION WITH SEVER AND WATER GAS PHONE ELECTRIC OR (!OQ) 17.6 CFS i 1 45 1 48' RCP (SEE PLAN FOR -B' LOAD) 2,220 1 LF 1 \ 1 OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND �\ f ad - 1 �c +-___-+----------------------------------------------------+----------+------+ SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 00)4-12.8 CF5 (,'� 1 q �, c Q(10�=27.5 CFS 1 K 1 34' RCP (SEE PLAN FOR 'D- LOAD) 1 768 1 LF 1 9. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH Q(100)=T.7 CFS LI R._4. � +-----+----------------------------------------------------+----------+------+ THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES z t 47 i 33' RCP (SEE PLAN FOR -0' LOAD) 1 --- 1 LF 1 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH p AIT. (�(10�=11.6 CFS +----------+------+ FACILITIES ARE SHOWN ON THESE PLANS. � � ~ p �. W11-SON +-----+------- --------------------------------� 1 1 ------------- 1 48 1 30- RCP (SEE PLAN FOR -D' LOAD) 320 1 LF 1 �" Cr Cf5-y CTP A _� �, \ +-----+----------------------------------------------------+----------+------+ 10. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. Q(100)=20.0 CFS 1 49 1 CONCRETE COLLAR PER DETAIL B, (SHEET 4) 1 7 1 EA 1 • .. � � r/NTS Qi(100�=1QS CFS -------------------------------------------+----------+------+ 11 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 6E 1 1 CATCH BASIN N#1. 3 (STD. DWG. 504) MODIFIED PER 1 1 1 THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION r. LINE k-1W \ 1 , QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS A o 100)=56,0 1 SO 1 DETAIL M (SHEET /) 4 EA ' WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BEx oPivE \ -----------------------------------------+----------+------+ 1 1 1 STF � � - -` - - - 1 S6 S i:EECDETAILBNDSHEET • 2 PER NND. DNS C-11632 , CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1 d � 4 �l/Nc � � � � - _ �1 � � 1 EA ; 12. CITY APPROVAL DOES NOT INCLUDE WATER OR SEVER SYSTEM AND ESTIMATE OF QUANTITIES. �S?`" I ^� �'T \/ sNr7 LINE +-----+----------------------------------------------------+----------+------+ 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING MT. ` 8-, , 1 1 78 1 54' R.C.P. (SEE PLAN FOR -B' LOAD) 1 175 1 LF i ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY ) Mo 'PO1'AL , " LWE --------- +------+ OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE 'l fit' s " I�a� CT L A-1 ! 79 I CONCRETE PIPE SUPPORT PER C.C.N.D. STD. DWS S2 i 1 1 AROF1 f SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE - w. �� i(0)=18 CFS 1 1 (SEE DETAIL 0 tHEET Bl 1 2 i EA i MATERIALS AND/OR SURFACING. X3-< 1 +-----+----------------------------------�----------- ---+----------+------+ h , q t T4sS �... � \\ *r EI' a L I M E 8 4 2 \....... SyrG _. MT. ,y Q w - --... HRoF + yET (106)=10.8,CFS ,OQ Q(>1�0l CFt iiiiiiiiiiiiiij ... . ...- Oo (100)=11.2 CF5 + r�gyo' SINE B 1 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR Q(100)�6.8'CFs� ' M CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE , MT. ✓flFE�PSON f D : << / Y�JNTLE�P O PL. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ,� Iii int >� / �l�t/rilH tT. ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE �� _ 9(100,=1)0.2 CFS PrtoF�c LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND Q1od)=13.T CF5 $ i EX/ST. 517"RCP, HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR PfR P.h 6619 fill ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. In r,•�SEf!/Uf A-1 fOl�lTil//LL ��/Y = U. 1 g S.D. PLAAI //L/T[/cf) THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD " u I •. - - - - Wo CONDITIONS IMMEDIATELY TO THE DESIGN . EX/ST. 54"RCP RER ( EX/ST. 30"NPCP A�.f P.M. M ENGINEER NEER FOR RESOLUTION PRIOR TO CONSTRUCTION -1 N/GiS/LI AVf 19 o z IN P.M. 86/7, Sff 5.0. PLAff 9" I8619. Sff LAYE A h = o N AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. M LINE A-3 M 8D. PLAN Will `'' 6-O E .. " ENGINEER'S NOTICE TO CONTRACTOR $ I d � 3 3 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON 0' Q(iO0)=9.6 CFS � 1 = S W S THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE I L.ABLE RECORDS. THESE LOCATIONS ARE P SNT 8 PLAN +YROFIL6 h -N- NilV MA`l ��/� ��Y 00) < N W APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY W ==d NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED i- W F o= IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO SCALE - A�/.JJ';PC� v 'ii.- PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON a zoo < e �y: THESE PLANS. r Z d Y W _ i • - - U r1Aj all ♦7 r gid O W • 1 W W • N 3 �aW - --F- "�� 0 W Z °_� LOCATION MAP ��E.T��- - • _ = o�' CONTACT THE FOLLOWING AS REQUIRED. 4S HOURS PRIOR TO EXCAVATION �'` r FLL11A R BFB 2 • Z C N= SOUTHERN CALIFORNIA GAS COMPANY NOT TO SCALE 33'.R� = 2191 E. BIRCH ST. s' F t z w +1429.' • - >� D d�,r BREA. CA 92621 - EX NOT < W _S 1714) 529-2889 (714) 529-2070 �' * E ADD PRS/�1TE .57 /" ORA/N M,N. REMOVE STiWD P/PL`5 4-/1-00 �( Z -oo U Of 3: SOUTHERN CALIFORNIA EDISON COMPANY: �j* C1d`��4oQ? 5B&0 PLANNING DE5/GN C0N5ULTAT/0N 04cv 8"Or.. AL 4,41 41 01 C10riN65 51.OVY ,ems MY 1351 E. FRANCIS ST. or -:_� 9007 Arrow Route 0120 ONTARIO. CA 91761 ,. ,yTs F�«Eo wry srouT DESCRIPTION OF REVISION DATE (7141 986-5861 Raneho CuCainon 4, CA. 9/730 APPR. 0 948-34so DfTR1L5 OF ,�R��o�E aisEa CITY OF RANCHO CUCAMONGA �.C=Z-< >h=a4- ��,�_ CUCAMONGA CO. WATER DISTRICT: LEGEND FAX' ( !09 14a-z o PfR sra s,o N'=g 9641 SAN BERNARD I NO RD. H J` h RANCHO CUCAMONGA. CA 91730 a TITLE SHEET 1I W=` 0714) 987-2591DON BROOKS I�C,E, 4/82 9 EXP. 3/3//04 �� ` FOR li- W << STORM DRAIN '�_ ` J�J�J W GENERAL TELEPHONE COMPANY: - � '0 'fes�d"O.C. L� 11E h t o J 280 S. LOCUST. P,0. BOX 2920 - ... - STORM IVU � _< < .......... -1 A 2jcA 3S O DRAIN e � W� ER LINE LINE A = �=J�o,�, POMONA. CA 91766 SEW ,r " 7 X;A<<< (eoo) 422-4132 P.M. 9192 WATER LINE ,� W W W '� PACIFIC BELL COMPANY:CD 3E P r. _ 0 3939 CORONADO ST. SLOPE Q�Of ESSIOk W h \ " N ANAHEIM. CA 92807 fit. t(` hoW W D � ,>, Aroma 6tik I �s?T • gtAo J1 / APPROVED BY DATE /$)� (714) 999-5639 MANHOLE Joie` y W _ '�= h ROBERT P. KING CITY ENGINEER R.C.E. 22397 � Ar=V`== METROPOLITAN WATER DISTRICT JUNCTION STRUCTVI1� �- '- 1 1 1 1 W. SUNSET BLVD. (P.0. BOX 54153) •w = - No.C 041341 - � DE SIGN R�,Co E N UE U Y=a= LOS ANGELES. CA 90054 h is ? .it -- �rf ✓6' Vt/Y/U/� - s Z= 1Do6 +n --,1 1213) 250-6432 CONTACT PERSON: ART KNOOP � t;:'`� ` - J = J J 4 consultants, Inc. t W 3 0 r }`+ ir-•`-- EXPIRES G 3D / FDQ�7 To DP�/N W/ - L'OMP,OG'T S&Ax1p#AF .- -- - -. C LLCm CLA55 sio-C-3250 W .00«== d'Qes ��,x EE�- � �••P-' fi:.,�-�,-'� � - C1V1L �Q,• DRAWN 1355E Cooley Drive-Colton, California 92324 SHEEN (7 14) 025-2127 y a ELffT,4T/ON f OF � OF CALF NTSCHECKED R.C.E. N0. CO41341 DRAWING NO. 1h fn i;a . �' IST,P!/CT!/�PF .4 DATE J/8/B� FILE NO. L OS-D -------------- DRAWING NO , _- CONTROL NO. # µ OVERLAY NO. W 8• DATE Br DATE _DATE Release Date 9129,1 BENCH MARK: NO. 140 I ROUND HEAD NAIL ON BRIDGE WALKWAY, t ! { 6.5' WEST OF EAST END OF BRIDGE OVER 7 # { ` ,td.,� .C:�' ! � � DAY FLOOD CONTROL CHANNEL, SOUTH SIDE `sit F # L x OF HIGHLAND AVENUE. I � titin' [ t ELEV. - 1485.617 © j , } t 21e.7 #61L CQ a S/ M/BS I v Iv $ 21�► a. w' O rY1.3 H6iL. _ 3 0 0CU W tr1 PIPE � � Q, � .., IA : L 153 E w - tl _b # is s" o . ^ y 2 IS S { ti 2 iso h f I 1 �' h 10 I v. 1 # O t cu U `t CO hzi t V ^ N a4 I �� L1.1 v f7 M Q1 Z 0 CU ^' I e v J 5 O In y �• h Qi ; Z 3.?Z N.6L 40 A t J Oc v � � � (f) 11 t itj 11 , I t ri v �c 2 C O' •. ^ +\n 1. `' •� 3, 1 f h •' Z 10 CD N it It1 o h M n �I � , q v W < "fill CDp S T. C eA1C, t O I + 1I p ti h I ! Av C&LAR t I I i rn .' Z 'I 113� M " I � h . 1 1. h SES QEfIIrG `!3 !t sE N.6t.f f f►- o t M Z SKEET 'f o ^ M ,FL f I 5*0 090^CTS { a * h I p f/ /SL✓EO . U? E k II#I I S r D.086 { I , •--�,_,` II 4,ee 6.8 4 t +� ,fYjRF�SC£ �•-� ; e /3.ycs I E L J ��? V- z.l6 FPS ._ I I I I ,j; ioo 7 FPS { - ? < < TiVSTALL }- I -tom I � J v z 152 4 I - f515 I I L a € i E � K n M •INSTAL L V f f d t NGS E1• L .r o f 0 h 214 RCP , �� M �' 1 ALC r 100 •,!• Ro>! y � i � IS I CP ` P . 1310 R S 'q W _ p 15122 214 R -._...... .:_..,_ ....__ .._......... L., . ... . . A_... ... . _.._ . . ..___ _. .. _ .1'..22 s b 1 � a D=13134 fir _ g ' fjlb p 8" PROFILE A t 7 A �' 1 21 127,36 + PW04UR t i P D ILE C LATERAL 14/' 3 I r w1+TEit I S` PRO# 8� -�► 9 �� �'� co gC5x0T Nh I Oiae N.d.L. I I wniia Q I 14 6 \q' '. t r S�wE o i TE O �i L s� x\ �\' I 3q l.f• y �' C. 6 e 1149 3 3 s # , . fROF/tf C005 L�rC)"L PR �/ $ 1 © ID W tINC i PfLOP l h N . I , I I B" w L. 1P 1 44-0 sto o- �' r r 111 ' 9 v C0A'5T- CONK. Q1_0117 -1. uo A G'L• ! .T�s / 13.11 1 �` o or f COLLAR 15/4 i i �s 2oe'S � L0 I '/ 151' SEE DETA/c a %� '3� i:'° \qk� E t51Z 1 251512 /s �o ( SNEFT 4f / 0I� '� �P hG$•�J. S�0 fl I I a0 ! (� I { �?y �/, It ,a P.� . � . , � {15• AC4 E � � J ��,,, . o � oz�b % PRP S I I M1 s r s 4 P_14110 D-�GY ►,. ;D-r40D rAtER �'�ti PROP 30'" RCP r r RE VEL $ b� M0P GD"R.C.P Pf10P loo"T'A.'o P/70P. b `R C.P' D�-11400 `^ 0"'fC-P 14\ #V I 5 I Q= 141.6 tfs p0' d� �,�=33?.S C.f.S. 0,0 = 3Z?.S CF.S. Q��3/7.1 C-F.S. G6=340.0 C.F.S 5=O.b3Z } 7, l2642 L/rYE.4-? s O°� t L \h ti n Qroo =,20.8 cFs ,t J �c3` O- r7S0 r t IA?STALL �� D 1-400 C� opn V =6.62fP5 i, zY" RCP VERIFY ELEV. S ti o M V /Y� ^� SCALE HORIF : I<= 140� 3 yt+ _ i !�/co = 332 5 C FS �n PRIOR TO CONS � , d, i0 �' 1,1.1Ea �,6R 0 .rr� R EXIST SI"R-CP. p4=0� i " VERT _ �' $� FRE`PzACE 175 LF OF EXIST S4 RLP � 'O tS 8� 6 ,� C"I VERIFY ELEV. `�$"fl/ �� ETHOD- 2 BACKFILL AER CALTRANS STD. s ' FRO FILE alio /2 L1;TERAL ti O PRIOR TO CONST �- PAN No. 6z-D -1'100 v� 3 4 5 6 7 2 3 4 5 6 7 8 k 1 ay �,•.� 1524.0 W->P ��. EI c H.G.L. ? 1523 11 'E'•p ti _..- _ C8 - PER STD _... \�p mo .. ISZZ.37 1 1 J`a, Er OWES. SO4 MODiFJt♦71525 �� Nc.[.FOR BOTTOM DISCHARo o Z I P I PROFILE-SNT.2 CB 'T U `--�0 I I I J r h 4 CB. ST. ST4. P4--64 00) 1520 1510 u �u u�� 0@0 �!V lJ - - 1 214 R[ P E - - - /s22 714 o M = 51,50 N.G.L. 1111 J 26. 6 -G. TC. 3 6 V 19.88 N L 40 Iq.Sb MCL.I \.• Q: _ .� �, y OL 30.43 W LAT = 24" RCP PIPE \1` �. e J2 w W Ef I D-Is r� a v 00 II I I t _ H v 1 i 26 h 1 C.B. 57 P4-'6�00) N'-/01 \ Y. E I I I I I T.C. 1526.66 V= 14.50 ' L"4 =24elAeA LL � 13>7 Sjq �� I V c I I k -s. S=0.16 - 28 _ 1510 - - ri s •m igloo =l 14• F H. CFS TRACT BNDRC !� B C 5 0 r O •�O a ioo V 29 28 � o .� Oz- I II V- 3.57 FPS 27 6 CONC. ENCASEMENT � I ' W V -6.62 FPS O 3 r 1 i• _ _ 1515 L �s N : 1 PROF/LE-Syr. 2 1510 6o RCP �� cuss she c- 3zso coMc. 4A ' - INSTALL a 'A�� _ o � CIL MIL L=S-0 ; y RLp O ! ` „ < SNStALL - 2V RCP D-1500 s ss.4Al2 _ 114»• 3 causr. �S. a PE13 2 1 p Zy RCP G 5 214" RCP �° a ST. TA Zyf 73.75 48 D-1500 P t GB a mlyr 10 me..4MON6,4 °� D=15610 2 V 2 W z S c S< s D -1500 E e LT = 78.140' , "� v SFE STREET SMPRovFmr r 7r W a o O r p ►. , N87 33. „ p ,� STD. SOB,0= ezr_l-6• �B yt < W &W h 19.99 a CIS,g C - Rr =514.11 J9' /! w o �. DETAIL L PIANS - TR14CT 13563 E_ �i6, C s 7. A=hH.43 '� l.B. 6 G O � / LATERA o d - O \ � PROFILECQ / L tb W �- ' W U, o= �' ) 9�,, Se 9)0 ti CATCH BASIN #3 PER STD. DWG. 504 M yD �, 3T V v PROFILE CO+�6 LATERAL '1 0 (; r fv O d> SlsTO (MODIFlED) AND JUNCTION STRUCTURE. 90 0 '� C.B. 7 PROF�LF Z vE h Fl �,• > e 3 3 4 Bp v, C 39 b � m E. I(. .. .. ti ,� AC IST.STA. 1 t J3.9b1 V=yv3' Z � < 2 R P STA. 7 t.3&2 _ p' E p 4s F�� �e,� oN �P. ,� �8 b .� 3�� �= =a.so' �' �r.2f" U _ 15 JOI 5' �$ P LTy u , a . b 41 �� >c� ? o- /999 kf 4TA. /T t(�5/do) °<W LT_ /G, 7 n''•r••-•�� OL W V° I....w•...■ `M�C Lq - - So Y o EY m-d - - - N�'23s�f 4 - _ ., !7 V W W ��°1 J 2- REPLACE /7S L F OF EXIST Sy"RLP .' ti`5�t;l -N0 3•Sr"E - - _ N = _j EX. 30" RCP PER. - , --- _ NOS _ ^ -- = r` h 3 �;W K t - - METHOD- 2 L3pCKFILL PER CALTP�4N5 1 T - - - - - - - -- - -- - /,tJj =m T.P. 12642 0Ax.ND• I i N 0a°z 3 s. E - �4 W ° - - STD. PLAN No. 46,2-D _�_ _ _ _ _ _ (ST. STA. C s .961-D, SJ/T 24 OF3o POPOP/S'S. � .... �a. ---w - - Sr ST.a i7s� LdVDS ✓iE�/LGbP _ _ d'o CAL/CO PEA C l 4CE _ W=o L INE ,Q-2 39 E.4SE,NFif/T � �Er s _ ___ - - - -- �`�� 5+ 8 0 )-.... PLA Cf O B mr t Z m r < VERIFY ELEV PRIOR 1D 1 l4! T-4 „ o O �1 CLQ Tp�P. Ia t99. sT C NOO 11 SI E QQ• A3 T S Z o -to TO coNST a 31 �. �� o," �s, sN RCP 78 V 11 A ,-1 00 (ST_ s 8 v- p� 0 y�o V \y S.o W k'� DQE "0 B.0•A p9.1 ° 91 V .c3d � • x59 } (� Qy�' y�`l' EXIST f1'"' RCP PER L1NE A-3 RAN00 CaCARteW6A S.D. DWG. NO. 161-0 ,� l� \fix S �P CITY VERIFY ELEV. PRIOR To CONSr. g"� g + ti �• DESCRIPTION OF REVISION 5 P DATE N (� (� Gfl@O 151' - o APPA. LJ�1 r1 l`7l� � LJ�,16789 , ` ° ```� CONSTRUCTION NOTES: HETHPRLAND3EPPQ 41 ' � CITY OF RANCHO CUCAMONGA o== S t'I Qac =oVIEW LOOP c� ( � � o=W CATCH BASIN NO. i (STD. DWG. 502) _ °' i5 P�,�RD d3 U\S LfLI l� L1V O o 1=9� =='s CATCH BASIN NO. 3 (STD. DWG. 504) 4/ DP"o7 51' r PEPI jZ NET AN�a PLAN AND PROFILE W g J `W AM R 24 RCP u rnNsr. ly,c,�"4811VIEW LOOP `-' CATCH BASIN NO. 3 (STD. DWG. 504) 14100IFfE0 Z = 7>. 67' RANC�10 C(1C40,1A16.4 SEE STREET IMPROVEMENT FOR _ �_����` T = 43. 56' JTD S11 D= 60 PLANS 1./11 9/92 LINE A-3 AND A-2 STORM DRAIN =o PER DETAIL K (SHEETS) LEFT LATERAL RIGHf LATERAL `_ -• ® CATCH BASIN #3 PER STD. DWG. 504 AND JUNCTION z - - ,EUf>ryE DATA A= sa•�4• A: yz6c' P.M. 9192 � • =o== + - -- .6.10 I C= STRUCTURE PER DETAIL L (SHEET 2). s 6•oL �.y�N=moo= 2 /Z° 5>' 13" 3100. SD.7lo` 9 .55' c�0 ! APPROVED BY DATE =a MANHOLE A PER STD. DWG. 510 E QR II+A E S.�l' =zf9 • • 35`15'95 50.L� 7f /5• 9 CALICO PEAK 'SLAC °FESS/0C . �W=<<�� " " ANTLER PEAK COURT MANHOLE B PER STD. DWG. 511 40 0 40 90 3 25' 18' 48 5 .09 11.13' ��� i__ CITY ENGINEER /� R.C.E. 22397 ~ W 1 = 40 _s - 9 6, 15' 29 S .20' 79 ROBERT P. KING I 4 JUNCTION STRUCTURE 'A' PER STD. DWG. 506 - - - - - = aY= Y JUNCTION STRUCTURE 'B' PER STD. DWG. 509 LINE A-2 scale feet 5 7° 47' 1 19 7' 1 .9 LINE A-3 ,+, DESIGN _____ R ,CUt�IINDEU OC - - - 1 No.C 041341 5 V W a;o i0' RCP (SEE PLAN FOR "D' LOAD) == C• , moo'«=W F :- � consultants, inc. CC i W m 30" RCP (SEE PLAN FOR "D' LOAD) * EXPIRES 6�30�91 DRAWN P(JTER X355 E. Cooley Drive-Colton, -21 California 92324 SHEE1 (7 14) E25-2127 I r1l s o 0 0 .E CONCRETE COLLAR PER DETAIL B, SHEET 4 B _" 54" RCP SEE PLAN FOR "D' LOAD '! �� _ 1 CIVIL � �//'1 la. 2 OF 8 ==O's ( 7 - - V U H � J SOF CALF°� CHECKE.0 R.C.E. N0. 0041341 DRAWING N4. DATEFILE NO. 12 Oa-0 = DRAWING NO. CONTROL NO OVERLAY NO. W M As, OAT[ IBr DATE Release Date S/8/8 BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, 9-/5-87 6.5' WEST OF DAY FGE OVER LOOD CONTD ROL CHANNELST END OF , SOUTH TH SIDE O 6 } 1 'M• • , Cr 14 OF HIGHLAND AVENUE. 11130/B� N a _ ELEV. = 1485.617 n3 Z3 v fD d s ? p t M yl o w v M F l, < !I3 h ^� H lC i { N "4 � e ti Nf .... Mfg # , 4 4 ...�.#..� ... _. . . __ _ ._ . ___ _. ._ _ ._ _ . ..... .. _. .._A. ... o h ,ch i N � , r % N f M ? Z SURFACE p _ F/d/�SFIED . co H(_ / O Z Z , 40i Cn �. # An SURf.4E'E Ino u)I E I # ►y K ► ry , C / " 6A/M459 ! p Z SL/RFA 9 s + It 0) 0 Y E TROP. � I TEP,• 4 fA' . t C) I ! i SURFACE .� to I • i 1 I I_ 1 a M 5 � _ _ C 1 � � H PIPS 4x lot �o � PIRoP B W,17'" RRoP Y w►sPR b N� R L F Y 1 � � / I SE's 4a�`I �/ I �/ O�� � � -� � "! " a� •-- 0 -�'�v I l . [' PSP . ! �� ~ s 1 I,o = p •p 55 Cn 0 29 / X29 �S� /� : S / 0 t 2 ? s Al I . /� - 0� 0 x d01N, i k . sEE Ccr t a, S,�/T. W W O • d ' 1-- � �. 5 Z 47fl 619 G R v ? _1 X24 f / _ ... _ ... _. �� • { ,.. .. w.___... ,. __ _ ._. m _ .... _.. . w _. 132 9 ti o �� 5 '' 15 D o � _ � _ 5 a .._ ..._.._ . . .. 648....._. ....__ .. 0 _..-._._ ,....._. ,,. ._.m..L�G►� -._ . .. . . 0k29 CU 10 1,4 tz s tC PROP 60 RCP -1,yAJ ~ PROP. t;OK RCP D-1500 ~ PfToP. 60'"Re10 ®-1.'f00 t s O :30D.0 C.�FS C.f. S. SCALE Orae=292.0 C.f.S. Ow OIX=300.0 ` flE l/2•. 1,1s VERT 7 8 9 10 11 12 13 14 15 16 17 18 MT. MIRIAH DRIVEVWp�v 0@0 �PH o O oQ�oFEssioNq 14 9 � "- - -- - - -- -- -- :-:"' s \ ^ ROBERT P. KING covsrPER P4ClO CUCsO�/64 STD- 51f, y51 No. C 0413410 �� i �,T, � _ _` / /• EXPIRES - \ - --- 1340 CrOVi 3�y s�q CIVIL � - 9 lFOF 44 LLJ ac G V W �. o = z= � ,G rte. 12 \ \ -�� Z 5 W s a 43 'X 9<°XJ� 22 v2 �1 \ �v �� ,ti o x Z� 2 1 /// O �► #�, ,��i U K -2 > /� N = <<g W `� c 42 � . �, vas 2 4�" g N 0 z 0=m V �� `rr4 h� "�1 ��� 40 0 LU 40 80 _ = o W < l `9'-a >�z <4? 23 \'� ►� p�� ao� 1 = 40 Q ~ " // ''"-� scale tee t o 41 r /�ti 1 \ -n!�1 ,��ti c is' w�oE 4 u 3 a ✓ x'7 x 44 EASEME�(/T O _f 1- •/ tit Z G Ti9ACT /'IAP A10. 135 ••� 24 1 1 �P g�P h/ �� L/NE 8-!� F$��j' a CITY •. A _� 't - -- 24 REVISION oom`Qy •�• .. - �� r / ' L/7/OPy/ D Soo APPR. �P 5 DESCRIPTION OF DATE [ � 40 20 ,' \ 5 _ °' w M. CITY OF RANCH = o¢J z ;� _ O CUCAMONGA c/sr. /jN "B SER '� SEE )r Pivos3Vh o _ / 25 g .Q4NCL.� e4leA/`"OX ler 1, '°� �4 �,=0 =60�, L S7D 5>1, V 6,' V=1e57' 0 ►� a=24 OF) 5 "w K. PLAN AND PROFILE W Q r y W 39 d, }W� FOR 19 OC asd¢ 4 F` LINE A-3 STORM DRAIN _ ¢ 40 AL 26 P.M. 9192 =�N=�W�o 8 CURVE DATA y=�==�= CONSTRUCTION NOTES: �Qln1�� l�lOo Vs ox VM09V 0@0 qoppv APPROVED BY DATE iy z��soJ;,., v .610. R L T _= 57"47'3&" > 2 1 3.&�' 105 VINTAGE DRIVE ti�4�. CITY ENGINEER R.C.E. 22397 ==oW« o - �,�o o Z 5f- 44'S 23 209. 53 »�'.52' 90 24' RCP GF o"9j L� DESIGN _ RECOMMENDED 0- `_� _= Y O ' 25'2 6008 .9 .99' 11' "_' _ �' 4 8` OS' 12" 50 7(0. 87 48 32 CATCH BASIN NO. 1 (STD. DWG. 502 MODIFIED =___ _ — _ , W -9 9 �� 5 1 '/ Z 11.98' PER DETAIL H) _ �$ $ V consultants, inc. 230.15' 1I • . LINEA 3 -�� DRAWN 1355—E. Cooley Drive•Colton, California 92324 0 0 0=; m 40 MANHOLE 8 PER STD. DWG. 511 S H E E 1 = U- � a NETHERLANDS (714) 625-2127cors UrElT�09' 1192 603. 1Co' 1.59 44 i0• RCP (SEE PLAN FOR 'D' LOAD) VIEW .�� 3 OF 8 U Z a n CONCRETE COLLAR PER DETAIL B, SHEET 4 LL coo <�zLL CHECKED R.C.E. N0. DRAWING NO. B.K. DATE FILE NO. Z Of8'D DRAWING NO CONTROL NO. OVERLAY NO. W BDATE .r DATE 8r DATE Release Date F / -'�8�87 ' �< # a g BENCH MARK: NO. 140 9-JS-87 �'��s ; t a + ROUND i �° ND HEAD NAIL ON BRIDGE WALKWAY, r H 6.5 WEST OF EAST END OF BRIDGE OVER o � �. 1 f7J g ` Cb t �a w d DAY FLOOD CONTROL CHANNEL, SOUTH SIDE -t .r * +' t [ L4 iA OF HIGHLAND AVENUE. ELEV. = 1485.617 ZZI Z& IB , • co Cn / 14 I y/J'1/Bg� RCP I . .•/ t �• �/ I ' ' v �� t fem r h e0te1 + I 1 f jj70 tl I� ,v.�•c < s W h SEE.OE,I/! B..BELDAt � I i8 69,J *61. I I _ i h h r t Uj / I � � � � � w { E ;1 6-� rstAtc '/ RC1' LL! h / ' H V j t � i 4 !, �� S I 1565 E f� 1 NQ < N E 18.'12 35.73 J 520030 Q v Pt�� `' / 4,w`21.9 C PS `o t '� a =T21fP� 1 *Iie-C.MZ uNE + �-601 147ACRA . 0 yF � �/ ,AM6L P► � . C4rz1 57. RC P D- I500 -- ,� - c. co v 0 yr 12 LF-66 P/Pf . 1--•- I A �E � � t! •► e' , a PLOP /d 1; / ,PROP 6~ I �E �1" A t} S2 WATER v WATER F IS I,,3�:..1-{-.r}l._ LAT•Xa'c 157 C8«y 7y7 it rP / I y G.L. II �96y { I< C 3 t sL-F D �5 4 t s C (.!( 0.92 Z F S0.4Z �� N6L E b ' ' I I ! I 25.3 Cr I t 3 PIPE �k i i } t t � V =8•os PP5 PROP CB�3 } ola ►Z+ �, } Ire trfr I I I 1. riVs•tALG 2y' RCP r 8rlt/�+t[R ' 6 Aa r. I I D c 1500 I I 9 8 + ►' b e ¢ ' -.�._ 15141 +_ ....._ +,..........,. +-. .. -Ma- - 'hi .. ... .. .. ..<.,.... _v ...-....-w.,..,...... .....+_ ,. ..-.. .,n ....:....... .•,. -..._.... ......n...... ....,..e... ...w. ...... ._..e a.. ....., m. Win- .....a. ..e .e.. .... , .. . m 15 70 �_ 1 © '0155 61./ lY6LI i U i •� ! w a � fy` t a4 i 'too co C f A p 1� •07r O 1� O 3 l a _ �' O r6ao 4 ZA1'SfALt 2'1 RCS ., Q 118 C910 21 LA4TERA� 5=d<,o09b D- r500 In I 11 0,o* =22,8 CFs 3° PAIS 60`�C.O"D-1 PROP �B� NPCP; O-f1D0 PfJOP. " A.B'P. `'0=t11� VALE 1r,1 V=726FPs � I =292.o cfs o,ae- 224.9 c,-5 o,� .EAVSfAI[t 2y"RCI �OiD D. 1500 s w +s < / - P� 60',feR, "O-15Q� T R CB*J COO Y LME A944� 60"fTCP;D 1iSGYJ •6 C. 1 S 19 20 21 ��� 22 23 24 25 26 27 MT. BAKER COURT 4WLTlJ@U �OO qpg)@3V / Sa�� /� 40 STA. ?Cir 72.31 (Sr. 9r4. P1 , x.98) Ef SHUT S C8*1B cow'?l 1575 �g� C8#/ 3�If�16•`/Z / i ��a ^Q ati (����• // C/L CB ,Y z1 3y+39.72 /197 <"ivE �� �J w=/y V=6,o ' S Q y �a Q w_ 8' v: �oo ' 'ha l S/ !R)31 O6'oy"E �• .• / (R) 3o y6'S3"E ,A a x f 01 V t xh Oh• t 7 AVG[ PROP /573.8 h ' z CARYN ELEMENTARY SCHOOL ti >,o h ti� v 49 0 r - //GL O " / 9. pr C� / Qom. COAJST, M.N A PER ♦ x ► k U 6 l0 WATER G y ti -9 \ ti \h 11 1 V \n 'yam 3�. pp Fsy / AP/1N1M&I edCAMO�WA G rj G• 'U �p > F x / STD. 510. 0,=D -60" Covs r. /'1.a "8" PEfi Q' P` P g1 $,o a L = 5-' 40- G L EF T = 37.'13' 44Ne'.UO COCA/'70410A < °i g �. g� (-) b 0 , ►' J',5,� 3�'4 / / // y . ®b# 50 a RT =72.98' STD. 511, D,=Dt- 48" °� h" 6t 1570 3 %L 44 e� (Q 1' �' \�h�1�^,1a� ,� L = 9= o` / 45 CoAUSr. ✓.s. B PER - - ----_ - -_e-- '1� 02 #�4 v �J,�` ti 0 ,P,4AIel CUCAIYOAl6A o= f y 0 s s "� SA0 509,D,=48 64 0,W y / ag LG D a ti �5 h • . a �•, - 2m= baJ 04 CLaUST ✓S. B� PER - ��� >, '��g�'�VO .,,�� j•b L =G ON UJI (A J 5= ,019 �, `� OO �JNC,UO e*Z1e ,170A/6A `P h i EC S•TO. 506, A=711.C 7° i �� 0 �ti 4 ►� - _ 45 CZ, = =u Q/o077 CPS � C = 4•H4. =5.0� •••''�' � ..............•-•-•-.... - TST�r02 S N S d V. ys FP5 CQ* l8 + cs-# 21 LINE R4! It" L - 4.0' / �o, pM•i _ o=d INSTALL ?y"RCP ` _ _ W _ 6 yly pRovEME"r - / 4s BGBJ LU � �o= a - rsoo � � � ..• . � .fso-C-Jt or COArCR�rE ,� 9 � sM 18 RCP 5E .--• r -�. .PIPE FROM - / l J►�G = d ac z 0 E :• �• PP' P'� bt�y. „pV �SCXOOL - - w W W <�� ; ;r -- �� S�• 5�P• �P. as \_ ._.... 45 - 0 o=m 1 r /j 42 qx� 1�0 0 S - •� Wx L, SCe CL~ ' ` 47 Uj OA U.z ,�' a ' I 0 , L T / / h�y�P rya °�y�\Vc,�ti, ��`� o�, 11 f c 1 < 0 m < i L o 1.73 ll' / ova h�. 0 �Q ,�V n, 1 a 7 15 z� > > dN�'� 1 ; +}" ° 4t" I.so' lo" j/ % �# �\�(� ,�Qab,A, ,� ��`�i, )fig;� , i 14 �l1�SlR)l`7� ' o PIP ` O y ° 4 r h A tv V '� u a 3 � t� c,�y Q��C 5�Q'r`'ti� ,� �� �'(�' 1 ADDED 18" RLP FR0#1 SCXA�L 5/TE Q (� (�O O �� D✓ EN7EL COWSULTANTS 2NC. 3/1/99 ` VINTAGE DRIVE 3° N. �,�;?' , 42 ILA J� ILI,VI yvl CITY ►. a o MT. SHERMAN MT. WAVERLY • �. X DESCRIPTION OF REVISION DATE APPR. oom=-= • - , ��° COURT COURT CITY OF RANCHO CUCAMONGA io=ter y`a` 3-~� ClitemiR R t/Es -=O 7w \ _ - h ~ ~ PLAN AND PROFILE �o W J ��� PER LACFCO DW6 N0. 2-0313 COR DATA It W QT W==o=s CONSTRUCTION NOTES: a FOR Q Z J d Z _---- . - 1 GB' 39' 40" 50.00 59.92' 4.1 � CATCH BASIN NO. 3 (STD. DWG. 904) s 2 /7 11 19" 5000 15-00, 7,5&' LINE A-3 STORM DRAIN O o�ti«= " =y==h 24 RCP 3 23' 36, 9 2/700 8992` o o��__� CATCH BASIN NO. 3 (STD. DWG. 5") MODIFIED � ��WW`�.., -- 4 29' 39 19" 2/7610 11200' S7Z$' P.M. 9192 LOO 5 2139 09 308. 1I1o.39 58 9D �_ PER DETAIL K (SHEET a) prrESSIpN SIERRA CREST VIEW( !o D 78.0 2795 13.99 =o=yos 7 79 2' 50.00 G9.f5' 9 82 APPROVED BY - DATE 9 �� • HO u =o 3= MANHOLE 'A' PER STD. DWG. 510 ��� Fy . . C MANHOLE B PER STD. DWG. 511 f9 310 32 192.00 X05.73' 33. 19 40 0 40 80 CITY ENGINEER R.C.E. 22397 JUNCTION STRUCTURE "B" PER STD. DWG. 509 ROBERT P.KING 1"= 40' _ __ - - LINE A-'3 DESIGN - - = - RF NDE D EL `__= __¢ 44 60" RCP (SEE PLAN FOR 'D' LOAD) No.C 41341 s c o I e feet SV r_a = __ ob o=J 4 48" RCP (SEE PLAN FOR "D• LOAD) 6/34 9 * ' CD -�- = consultants, inc. C En i�r r �oo<<�= F EXPIRES CONCRETE COLLAR PER DETAIL B, SHEET 4 DRAWN 13s5 E. Cooley Drive-Colton, California 92324 SHEE1 00O c:3� o=o 0 o y ., MODIFIED PER DETAIL M (SHEET 8) Sf CIVIL ���, PC/TEi9 c>>4) ers-x 4 OF 8 w _:5- Wim= W o a o o= CATCH BASIN NO. 3 (STD. DWG. 504) 'lF OF CA1.�F�� MODIFIED PER DETAIL M (SHEET $) y y`J=�� CHECKED R.C.E. NO.CL 0441 41, DRAWING NO. DATE s X Z7 FILE NO. QS�D DRAWING NO CONTROL NO. I OVERLAY NO. W e.PW1r.F: B, Uo1l DA Tf DATE Release Date { `+' CUh BENCH MARK: NO. 140 8i-2R.R• ROUND HEAD NAIL ON BRIDGE WALKWAY 9 - I,5- 87 W = � p 0 D 6.5' WEST OF EAST END OF BRIDGE OVER . � K 4 v It DAY FLOOD CONTROL CHANNEL, SOUTH SIDE O 10 6 + I I L' Q OF HIGHLAND AVENUE. F-- �Z/e� ELEV. = 1485.617 lC) � � -a � o,t 164�8ELEK W �' �N TOP of lj,9 1Y 1 CO Z !i � DEBRlS RAMI y 3 I 1 •-• i y/,may 16Y203 _ ° 1628 • 6 40 t + 1 I w , S W W > V O < to F.6 OVER PIP € i- - i 4 O /_ M 00 , m I +o ^ cn �t- �n "� `�� I QEBRIS ✓�AS/N 1 I M h �y� } L�t W W a \j H t.r su PaaT REM0 V�- DBL. 33 Rl'P-i d. 5TM/OP/Pf'5 � p� O, \j zi U) < a µ�� P' qw 'rltc E CCWD DWIS I 1b i O h F-- v O ( CiNTRACT'•OR 10 VERIFY 6. 32 L D4'TAIL 0 i ! > �i V V M Dr~PINS OF PIPE PRIOR NET 91 ih N to �iJ b i k r 3s,3` TD 5rRP7' OF x ,I, 3 - EE S rA ND - P/PE f dZ6V4^T/OV O O N O v c.c• ( u. I U IQ •F a * ,�-� LbNSTRUCTIOA' I 8 I DETA/L9 DA/ DEBRIS BASIN/ PL�1 � P�1. 9/9Z •- CU n O M I o i O ti t F.6. OVER PIPE 4 fH h 9 1 • i E Z O P + P I I v 3 CU � 3 3 618 � � o . . . _ .l E 10 . . � ..� � ....... ..._.. _.....� . � � � . � fc oV R !P � `.,. .. . � d I *, e, LLiLCST � 4 � � � �,39 aL.4R / P o, Fcu �t OVERCRO55ING ' +0 1 p f 0 I /c��o' % PER M W D DW6 Q ' 43ND /p�a�L _ ��/DE�(ITlCAL Q PtP6 A`6�• 5 ?tia `'� Cl1AIST. e0Q'. 1�811,�H 6 s C-H632 K o 4 (0 SEE SLIT. 4 ' Q N6l'7v 1 ak PROP 8'� Wfat£R PE n a SEE DET,41L N N 61 N4. Pt i yti���. 2"MIN.C[fA2. R 0 ,too SDEN ICAL t 4 $:O.d531 1 N PIPE � � , 1F• . ti Z 42 . 19 LF o 48- ca N61LLJ { F-- Z v 98.31 L.F. yB P/PE i I y, 1608 a 5 _ _ 620 _ _. ........x1.600 . _ . . .� A_ ..�..�__ ._.....w .� _,.! _ , . . � y �. ... .. .,� a• �.�Q� _ _ __ � . . . � .s 1 N ' \22151? L.F Y8"PIPE + c I v h 4. Ab In �i b�, � y` trt t1C hl �f i N M +lE O CY . N A vi PROP. �B" fLCP. D-fIGiO PROP. 48 R.C.P D-t/DD PROP. 2- ��RC.P D-/7S ;SCALE HO/�/L 49O D� = 229. 9 C.fS. D�� = 229.9 C.f, S. PROP. 60 RCP p-ISal7 ��� ` 229.9 Cf.�S. ,�r 219.9 C.f.'s. VEAr Dcc - 224.4 CfS 25 26 27 28 29 29 30 31 32 34 35 40 0 40 80 1 5EE PRIVATE' 5TOR/N 1"= 40' _ - _ _ _ _ __ __-_ DRAIN PL AN5 FOR L 0 5 °� o . scale feet ---- OSIS H/G/y S�/Or7l. fOR 1• Z NOTIFICATION OF MWD REQUIRED 1 MANHOLE CONNECTIONAMP O 3 � � PRIOR TO CONSTRUCTION IN VICINITY V[��[�flgV LKj �-9 v OF 9f P/PEL/NE Iu,,VI C'ONT/NUAT/ON OF 60" NPCP. 01 W n0 n0 rrnen r� F\n@0 Q V CONTACT /9QT KNOOP 219-250-L�132 vmis lgv m@0 9p�p� (PROPOSE,O) o '�� Q I I I` COAJST. /`JN. B" PIR 4D \ 42 I , • '049 BBCFCD PROPERTY _ 6, �� � � (PERMIT REQUIRED) 0 STD. 5!1 of: D - Y8 43 ' " t h W 49 02w I N J I I I Ove �Z o1-- 1 ti 2 3 4 , h We lu w,..,, • 1 . W�'� y I W p� o f w�Ne a t4�' M z S v S< _-- ;' I 1 I �h x�`• � �y 'h'` q�• h � ,. '' � I o� � o o � s °` 3 Q 45 45 `� ' a z 1" S,BCFCD Pl?OPE/PTY W °o W _= l ISEPARATE PE/R/Nl T RE*911RED - . 1 M � � z 2 Z > . .. . . � L/Nf Q 3 _ � < �m ___ DEBRIS 8,95/N PLAN5 PM. 9/92 (DWG. /181-D) Z - _ .. a m 0 w o<W ._••.. • : ..: _ i _ - - C - .a- --.�-.-: FOQ TIDN DET/4 JL5 U a W J N i <g •-_...... .............................. oc a `...:: "• / 45 - _ t/ 00 2$'-f4 -�E' _ L 2-smNDP1lE STRUCTURES PER DEBRIS B/)5/M "#5 PM 4r92 3 Ho a 47 16 W -:5, _ \ 45 1 CONST TS. "8�� PER srQ Dw& soy I �' DYERCROSSIN6 Pick /IIWD DuJG. c-11652 (SEE DE-7-All 'N" sRr. s) _ o W :` W � (J D,' LO" Dz s q1' L'L -d' CONTACT A/R ART KNOOP (MWO) 213-150-6'/32 TWO DAYS z __ STA. 29rOS.4D, SEf AIT. 5 17 PRIOR TO WORK /N VAC/NSTY OF 9L" P/PEL/NE < m < NO 5 131 YO MWD FA5FMFNr CPERMIt REOU/RED) Z y o i t A9ATL y L/ z H H 2 Q /)/L7{•/T S/K _ r C/t AW LAt j 90 MWD Q/W R U-j N 5 h I u 3 a I Q ADD15 PR/v4TZ- .S TOIPM D1?AIN M H, REMOVE 5RAID PIPES 1-42-00 �• 9 8 7 6 5 �� , c Y I MT. DESCRIPTION OF REVISION DATE APPR. :• I� BAKER MT. WHITNEY COURT BANYAN COURT CITY OF RANCHO CUCAMONGA J=�20m 40 I ym�o<< h o 0 STREET SIERRA CREST UD�Og 1� 0@0 z z u T O .n-�,.. 72 t I VIEW LOOP CURVE DATA LINE A-3 LAN AND PROFILE W CONSTRUCTION NOTES: NO' �, y ,tL 7- FOR Z UQUO' y / 1692020 so.o0 � . 09 ¢9. s� s5 - � � LINE A-3 STORM DRAIN 1Z, 000=o W - N - MANHOLE -B- PER STD. DWG. 511 2- 30�0(o/lcO /00.00 52.5¢/ ZG. 89� ' C4. C4 o P.M. 9192 _¢ "' MT. BAKER COURT 42 JUNCTION STRUCTURE PER STD. DWG. 509 , +I RQfESSIp ` 3 25 30 Z 8 /00. 00 44. 52 Z Z. _ 5`N¢ 43 JUNCTION STRUCTURE PER DETAIL -A- (SHEET 1) Q Nq W W`� � yo� LINE A-3 44 60- RCP (SEE PLAN FOR -D- LOAD) ti���O `�yc °` `? ? � CITY ENGINEER /, - R.C.E. 22397 / � W ��¢o�;= APPROVED BY LL' ��hz¢o3 w ` : G•• ¢¢_= 4 48 RCP (SEE PLAN FOR D LOAD) ¢` � ��`" �-��• ''• SB $0 PL.f NN/NG DESIGN CONSI/LTi�T/ON � ROBERT P. KING �= Z 4 33- RCP (SEE PLAN FOR -D- LOAD) Via '" 9007 Arrow Route, #17 �o W DESIGN -_ _-_ RECpM NDED dt= == H � _ � No.0041341 ¢ d o y=g o 49 CONCRETE COLLAR PER DETAIL B (SEE SHEET 4 Rancho C acapn on a, CA 91730 5 V -== = - = consultants, inc. C 9 =a3==� ',� (909) 948-3450 6/30/9/ ¢__ OVERCROSSING DETAIL PER MWD DWG C-11632 I '� EXPIRES DRAWN 1355 E. Cooley Drlve•Colton, California 92324 SHEE1 _;=y o (SEE DETAIL N SHEET 8) ,' fAX: (909) 9 f a-2750 CO//Pl/TER J i00000... oc �� ff `�` ✓�C�• (7 14) 825-2 12 7 OF 8 �i- CIVIL CONC. PIPE SUPPORT PER aWD STD. DWG• 32 �. -. �. ��D� 9lF 0�� ` z (SEE DETAIL O SHEET B) ;� f s.r, Of CALF CHECKED R.C.E. N0. C041341 DRAWING NO. y _ DON BIFW3 R C.E. #182 9 EXP, 3/3//04 DATE S _0 -417 FILE NO. Z�S'D DRAWING NO. ! - - - CONTROL NO. i OVERLAY NO. W JA:9-01DAT[ 1DATE DATE Release Date F- 5/B/B 7 _ W I BENCH MARK: NO. 140 CL Q t,• v N 6.5'UWES OF EAST END OFFND HEAD NAIL ON GBR BRIDGE OVER 9 -/S-87 ! �s DAY FLOOD CONTROL CHANNEL, SOUTH SIDE /0 8� Lha lf<o- _�4 OF HIGHLAND AVENUE. .sem/ o/B �N ELEV. = 1485.617 CL 11—CL - 1, f + ' O4t L0 Ld C Bi1RmbI `hLh' . H �, fh , WAE+ . K �` f O {O �.�N f e Q ,•� � �' ru aE �B { )IROR MhM O41 sa N�.�; � cn ^ . �; Er IPE d` th . y4f8s cfs X < L1� i /oe,v a . y y � ,ZN � I��� QINSTALL Z9 RCP'15 10tePgl � ZQD 1538 �S8� � 4 ') o-lsoo x13 15 j / / I r , I, �s � G C a V 17 LATERAL; i � 3 �Lj2� � � i �y 1' � `� 1) Q . (� # / 'f'G� y � � �b.>ir� � ' •, f Fn ARE I , , ,I 33 WI-1 15 • "� 5 C DNS T. C ONC. v / LRI r \0 �� ' 96 SNLT. 4 DETAIL ,19 I Q K61 I �✓c3� �`4 - �2PIPE ' 15y .tq HSL. �- 4 �i Q I I/ f - tiro .,b 1°' �� 1 12 a ,5:8 ._. _.. w..._. ti . _ _ __. .__ . W _ a .8� I'I a . i, a y. I 3 >. 0 6 52 38 ' PtQ `Q �✓ N� Iq3 ;h I Q I 1 SCAL E HOR I-7 t ! = YV v ^ Q ti ��,p Q VERT : /.100 h h PROF 49" RCP D-1511100 fJP�P- • "IPCP 17-f50U DP B'.f�P D=/SOD f�,POP. lPl!-1511 I ^� ti D-1500 a r f3QL?P�'B">PCP I - / 4iao = 1/ cfs P. ",PCP I:3D0 Q/DO = 1�0 3 cf3 4/00 - 1 2.9cf s - - G�r� _ 113.6 C-,-!r Qr� = 57.6 cfs Q =39.1 cis I f E =140.5 c s 3 4 5 6 7 8 9 10 11 12 13 14 V[��(�OgV r\n@o llgpg�5@3 vk�wgv 0@0 q@P39q vww9v 0@0 qpppg LKj ANTLER PEAK COURT MT. EVERETT COURT MT. ROYAL COURT VINTAGE DRIVE MT. WILSON COURT ae'` SEF STREET ZMPROVEMENT � 'S SEE STREET SMPROVEMENT PLANS SEE STREET IMPROVEMENT N*," �'1 SEE STREET IMPROVEMENT OL/1Ns �s PLANS - TRACT 126413 �a• �,IQ Vt/ CT's TRACT I3SL2 1p W ` 1LITUQEr Ca S�C Pra r I` O I / / I TRACT 1351-2 I I t� TRACT /3559 / 39 A �p,v'y�E Q \ 44 39 i �. I o I C9#16 /sy4.y w'6J-110 S �' 34 Ill 44 _�_.. — N64) r NGl. G � 42 `�o� � 55 L� a � �i �Y •� ;Vo � � I �� tw Oz zD, �\ L �, 43 ��'�o,� 40 3: 4 c ��b'O�a� r s� 7g 1 R W 111- or Ly 'Ar= /o' h SII' III I I t ' N N f- h = STA. 13+90.03 !t 0 �� � � \ v� III v ti h - - 151ll /Il6L _L. / YO o w O n 0 40 I L/�vE ,B-/ is _ �_� `_ ..- II v. WW � kp � III ,� � h Z 5 N S d s EE SHEET a , - ls' I W Q :`0 45 46 i1 (,� S= 0.//6 N =W pf 1h h FOR PROF/L E 41 — * 3 ►� h 45 I I II L` 4/0O -27.S' C F5 40 _ ° d 14 �o I 57 1 h 56 a �+ °� , I5' srd /.f-1 52.55 EC I I W o= v q 1% L//YE B-2 42 !o' ,� ` Q 41 °` �Q NOTE: 5.D. CONSTRUCTED — V I V =8,75 FPS SEE SHEET 8 FOR PROF/LE zIme Q-� % WITH/N /5'f/!5£MEA? i v ( � 30 ( � ( Q ti e co /6 INSTALL 29 RLP. t4+1 SEE SHEET 8 FOR PROF/L F V d 1-^B. 574./3,157/S L J D-1500 =o R l �' h .o.PO.o4B".PCP 45 = W 2'1 W 30 I �'� /ST.57.x1. 7.3 OS.00 13 V ,�_> d? = 29' V= 3 1535 a. W�Oz W SD s w m J a �•! " FGf7u(f [ONST SEE SA'7EP//lI SAI/. N z 45 30 tu FOR ?OGNESTER AVE FOR rE,*IP OC Z o=m 45 -- _ W O,Owow 4y Wo LD-LSOo L=12.01 ! T IIMPROVEMEN75 O° 0 W o<S� ti.. NOD°0202'E y sru }- W, 15.73 _ X 0 .... ................ ---- ------- -. ... .. .. .-- -- ----• ---- -•----••-----•---------------- - - - O?D2'Z . .. . .. . -6. _ , ----------------- F- LL - - - — -- - ----- -- - - - - - - - - --- - - - - -- - ---- - - - - - - - - -- - - - - - - --- - - - - -- - ---- - - -- - --- - + - - - -- - - - - - - -- - - - - - - - .PC.o - w W Q % NOD __.__. .- PJZ4Fu t.. 30 .— APO,02� [ 2573 Cm SEE STREET IMPROVEMENT PLANS PM.9/91 i,y G NOD'OPDZ E D-ISOO CB +�16 L14TER/FL y o 1M1 K -- 0 S < W yl L',11edA 0NG4 PL.JN f<` 45 P,PO� Ad"R'� �C�f.JTEiP 45 >6' lD p 45 u a 3 o Q-J.OM. 8617 DIYG. �v /o 1 1 1D' ,ap 1 aa�5. , �6 R. NO. 96/-D J11 t�i4csba t��Zk� 49 CITY e ti 5 � 5Z c �2 y .3 DESCRIPTION OF REVISION DATE APPR. mWo= gip 5�p j�(P ►�I ^b bk ti�� 610 �b �ti 1 1� x3 , �• 5'I• , > D y oy=Im �o�� flx pb pay,�p � �x '�pu L/NE ,4- 1 5 9� e �� ��pp�z 441 P� o c 40 41 ��%o CITY OF RANCHO CUCAMONGA �o=J, -t=om \ �`�p. 5� �y'tQ � b Jap � 1'r= 40' _oN J _ `hV `y �' \� stole feet _=o=ff a l 41 CONSTRUCTION NOTES: 39 41 ti� PLAN AND PROFILE FOR Ioy�o��� CATCHBASIN N0. 3 (STD. DWG. 504) LINEA 1 STORM DRAIN Ji=G W Oo -' mo =o=�F== 24" RCP h P O O=U t I 9192 H =o _ + CATCH BASIN N0. i (STD. DWG. 502 MODIFIED40 cc W W E Q0v M ---_ W Q LL Y yP.M. = _h_w y=o PER DETAIL H) (SEE SHEET 8) QROF ES 10 © CATCH BASIN N0. 3 (STD. DWG. 504) MODIFIED ��C��O q(�y APPROVED BY DATE ,yoo=Wo¢ U CITY ENGINEER - _ R.C.E. 22397 PER DETAIL K (SEE SHEET 8) � yW� ROCHESTER AVENUE „ W=`_ �o � MANHOLE "A' PER STD. DWG. 510 � ROBERT P. KING °� �� Z d� = yS° 3y 23 dt = yy°15' 37" DESIGN RECOMMENDED No.C 041341 �►� - _ MANHOLE "B' PER STD. DWG. 511 R _ 45° R , q5 ilk == _ _= consultants, int. C312W 4 JUNCTION STRUCTURE 'A' PER STD. DWG. 508AF L = 35,79' L % 3y89 EXPIRES DRAWN 1355 E. Cooley Drive•Colton• California 92324 $HEE1 W m o o t s s= F 4 48' RCP (SEE PLAN FOR "D' LOAD) 000c:;� o T = 1B.90' T = I13,3B' CIVIL CO/YPUTER f (714) e25-2127 s o 0 0 o y $ 4 CONCRETE COLLAR PER DETAIL B, (SEE SHEET 4) sj �� CNR/S W. N . ,.. =o¢W= = OF W O Wim o=>E ��coQ 9j OF CAL�FCHECKED rl ? R.C.E. NO.0041341 DRAWING NO DATE f7 FILE NO. 2�a- DRAWING NO. - —� ` CONTROL NO. OVERLAY NO. W MAI .. - Aiv NDvfG ,ppp. Bi DAT[ /v DAiE /r DATE Release Date F s/B/87 ] BENCH MARK: NO. 140 9-� B7 ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF EAST END OF BRIDGE OVER DAY FLOOD CONTROL CHANNEL, SOUTH SIDE 11130197 �, 1 OF HIGHLAND AVENUE. 3 ELEV3 . = 1485.617 } r ff ._ F L'f� F > , V } V f U O IA 1 v { w Iii M ^� + n .✓�� 4 W v 3 r 9 ale- , F �� M h • cn � " .,. _ ....w._r _ 1554 is y � 4A < IA < i rn ff � PIPE PROP {O"Wit. ' 1 l , } • I 9� q�y LrFI WI. PRev /b' W ,t 3 Aj 61 '__,ter J. ' r s r >r r ` � s r S''j• �6� , P 3L PIP �:- I[ y Ir,II , I F 9 I II i��� 's' h- s s:016 37 I.� �,� � — J► �� I 1 , , , '�1,,�. i ; _._. _. ..... .. .,_... _..__.s__., r " ,153 .. ... � ._... . .� _ r 4 .._.. � a .__� _.154?4 IGEN f�c�— -- 5- ."� ROP g",WP1t+_`R 0 Cr oro• _Z8.0CAS F� 8.91 ISPs 1 [ V = 9 91 FN1�NSti�L[ Zy"RCP f ZN57'Ni +i<N"iP£P -1500 1711' a q� < , Q>�o=s6.o cFs Aeo-v AC AF60 49 V5a Coal f1*0 LATtRAIS # a Q1o0 `376,0 - C PS 11 12 13 14 15 16 17 18 19 20 PROFILE SCALE VERT: 1 IN.- 4 FT. HORZ: I IN.= 40 FT. b b 30 NETHERLANDS f e� � 4QG�C�4 ao0 VIEW Looe hhF QN, * h OW= 41 40 Q 39 38 37 36 35 34 Q 33 32 ti 0 0 N h ?QQ e h 31 30 29 28 a 27ma wi x 2 v T ` S RUN N S a : ' 46 O�POP 36",PCP - �` h h Lij W o F d A/B9oST. _ - - - - -- - - _ P ';PC� zX IL - _ - --_ -- � m -- u 1° Wm - -•-•-•.........................................f> ................................ ......................-•-•-•----•.............-•--•---•-•••................................... ................... JLAIin .. ........ 1A dj . •.................... ....... 0 W o S _ - ..... ReFi[E- sNr. 7 o-/svo p, P F Z O V - ,.. APOP 2y'.PC,oL� 27?1'(�.. .. W W O � ZJxz Q h Z QN~< ua: fx ^ h ,�R O h� ° 45 44 43 42 41 40 A 5..7DI�� I.�.�e•: 92 39 38 37 36 q1 35 ST. 16 r' C1,c- 34 DESCRIPTION OF REVISION DATE CITY oomz-= >»goy y oW=_W� PR. CITY OF RANCHO CUCAMONGA o� \ U M 9V 0@0 qpppg I P Ofl(�E-SNT. 7 _ z J _ J R AVIFRUE D eOCHES ti �QSIERRA CREST STNO. 6 + � N_ - PLAN AND PROFILE �� � VIEW LOOP FOR H c J IQ = 4OlO. OO SEE STREET IMPRNEA F#r PLAA's aoLL��=�W R = s0• DD' ' M. 9/92 LINE A-1W STORM DRAIN ~ =oWUyYW ofEssro P.M. 9192 Wy��xQ= n T- LD.»' 7 r 9829' " h 7¢; LJ,�= 90'00'00" D� = 0344993 EE 40 0 40 80 ' Y 27 0 e� -- Nq�� H=O=,yi.0¢ W _€_ CONSTRUCTION NOTES: R = so.oa' A' = -0010. oo' 40 �`` mac► to R08ERT P. KING APPROVED BY _ j DATE � i h�H U... r. C y¢� =W:x scale feet _ Q o Z L = 7B S-4' L = 266. 64' •., CITY ENGINEER T- SO DD T - 133.37 VINTAGEDRIVE � - R.C.E. 22397 2 CATCH i111.SIN NO. 3 (STD. DWG. SOI) C 041341 — _ _ — _ DESIGN _ RW NUED 30 21' RCP , . LINE A-1W EXPIRES i ���� 5V consultants Inc. arCE ¢W Yt W g 39 MANHOLE A PER STD. DWG. 510 �, CIVIL `� DRAWN 1365 E. Cooley Drive-Colton, California' 02324 SHEE1 X00 ozao 3 J Z � -hz o =o 0 o y .c � 36' RCP (SEE PLAN FOR 'D' ILIAD) _ c= J t can V u d s OF CAO c7,4> e25-2127 7 H int�zc.�w OF CHECKED R.C.E. NO. C041341 DRAWING NO. Now-0 DATE /B�B7 FILE NO. 12 OB-D DRAWING NO t - - CONTROL NO. OVERLAY NO. W M:.�--_ app.'l'E1.9� U411 !� DATE 16%V" OAIE Release_ Date s/8187 _. BENCH MARK: NO. 140 J ROUND HEAD NAIL ON BRIDGE WALKWAY, CD CO �' o o W �' 6.5' WEST OF EAST END OF BRIDGE OVER 9-/S-87 0 W v Z 4 0 0 0 c W W Vi DAY FLOOD CONTROL CHANNEL, SOUTH SIDE ~ N OF HIGHLAND AVENUE. I + O + O * Z tl 1130 !81 0 0 ►r o o +� �, ELEV. 1485.617 Ilk Q -- - U~) F.s �F<- � Q3� o CO) N �- 1572 1 �} UJ CO 540 q 1 OU > I H.G.t. -•� - Q O' � 1110 +o t� O I'�'-1H F6 FrufLE ce UJ to < ~ Ul CU CV Z V ? G841f,Z 2 I fV Z ,�Q j O In} a co(j' ^ lid t? J + .. Q r1 N W h w N 0 p > \4 OD i .W- 'JiK f.S. F- 3 Q(V Z 0 • PM F- " PROP /0 e� f ( fuTUR �2 � _`(,' Jz`,`�L -�� .-, Fs. � < �� 3 1562 WL. �Q` a p x110 < Lb ACV Z 'If) 3�. W fL' (n ♦ ? /0.2 GF5 00 N Zk Iy>38.0( NGL. _. 1/ V♦� 3.06 FPS ti A^ 4f1 Coo ly W < In C8st/3 /S.15,o INSTALL 2N" RCP. a��l N 6•L I d �o� o= 1500 UJ 0 y00 Lei _ 1125 y PROP. 8"WL. s h 0tE L� 1 •OD ,K6L. ROP. ► t F` V ,f O Q,�y = //3 C1RS I r SEE SMfET b I Q I f G WL. B \� CD S1ua FOR PLAN VIEW PROP. 8" Z� 4 1 t W L Lt • �O p•1� a�0 ? =8.8 CPY I5S3.87 N•6 L. FOR PLAN VIEW I t __.. 1505.20 - �A O 4 4,,1D t+l" NGL. G 1L 504 . 1520 /s�833 5 1528 1552 H _ . _ _ f f_ $ 1 a N-6 L. > uj 1503.22 _ a 1551 .05 pl , jIPE d Ix'V y8 IAF /S// 4/,v - 7.9 CrS � SEE SHEET 6 W k•y L tW 1525.02 FOR PLAN VIEW Q O PIPE W SEE SHEET 6 tic =Nr/. n 11J N 4! 1516.30 FOR PIAN VIEW W N > +� K1t ZNV. Y8' PIPE cc Lnt 0� ti ♦ 1� a j ( CB+� l9 LArERRL SEE PLAN VIEW BELOW t L1Erl/E B- f L/A/E B - 2 LWE B -3 L/itlE B-� i 0+ 00 1 + 00 0+ 00 1 + 00 0 + Ci, 1 + uv 0 . 00 1 + 00 2+ 00 i _ z PROFILE SCALE VERT: 1 IN.- 4 FT. rrent:•A w/dth HIGHLAND AVENUE HORZ: 1 IN.- 40 FT . y I I I %J Fur� I I . ~ FORURE ROLHESTFR EE For mop �1R�rArw I + k� u W D r— Z 10 W(SEE PLAN) Preformed I ♦ � W °= 21' - - expansion joint y'S1it6 e---� L=17. 79' c 0 N SEE STD. DW6. 501 tiller l _ _ t = 4 1/? FOR INLET DETAILS v � � SEE STREET IM PIMVf,MENT - - 3 �2o t l PLANS FOR LOCAL DEPRESSION M. p/p• ---- •+ y• ••.•.••••• W J (� y i i w DOWEL - - - - - -r t'1 DETAILS w LSCE fC/IY) DISC NAR6E PIPE LOCATED OLNEST�� " •#• � WW V( .;.- •.• ; 7 AT ENO OR SIDE C 0/TIONAt) oO a LA/ P i T J7MMRCP E 8617 y S.D T '^ O= ,. Ablss' b0 Z3 NI�N SEE L/ME A� OW5 9111-D W i = /. rA/s method to be reed where the 5 / E X/5 V W 'X o iA. rt////y //ne is t4of/realer iA / v 2 i z N �`-- 4 (TYP) :r T `� ` SEC 7-10N A I/oma/er end /Ae clearance I ti �. t m =-_- MODIFIED TO i�[OGIITE ti letween the uJi//ly tine and M.N'D. � c v W SCALE l = 40 U r O= ° ^ DKtwRRGE pipe is /? O/ less. „ 1 = s _ T 0156 R6E PIPE FOR END �' IL W >r >t M �. t. Spec/o/protect/on may be ro"I"red h v-4 FRONT OF 90X TO LINE c N = j<g 3' (MIN) UP WITH TOP OF CURB t ELIMINATE — /1 theul!//Jy//ns diameter /s • , W FOR Eft yreoter than 0.W'0.p/pe or if the o^. >r, OC i i m _ `�+ �i �� DISCHARGE cover over lAe ul///1 tine Jo the AN Z p W °S N b' (MIN) - � ,slid // _ _ _ _ __ street durfOCe is min/mo/and!hereus I o _ W W W 6' SEE STD. DWS. 502 ENO>rA�F r �� j t 1\ y I uPSTQEIIA► is /2'or less c/eoronce between MWD. = J== °: (MIN) FOR OTHER DETAILS ptst 8 -'— ,� ENO /SIDE \ - - - \\ /IIF FRoM Alpe and the u11/ity//ne. 41 Z 'A. u F o° =N _ �, OISLµ1�R6E tDISCHAlJ6El' C/6 /N SfRrES J. P/etormed expansion join) t//ter to comply w/!A ASTM des/Enolion CL in f' z u it 3 S b' (MIN) - - Send bocklill Excavation limits �- D =` Preformed expansion CITY SECTION A—A (MODIFIED) DESCRIPTION OF REVISION DATE ,II.N,C1 join! fitter APPA. oom=== DETAIL K - DETAIL M p/pe _ ¢Wo ^ STD. 501 CATCH BASIN NO. 3 CATCH BASIN NO. 3 CITY OF RANCHO CUCAMONGA =LL 3/8' = i' (STD. DWG. 504) MODIFIED (STD. DWG. 504) MODIFIED h DETAIL H N.T.S. N.T.S. PZ AA/ AAJD PROPLE POPE /� ¢W Q d y J W4J7 FOR CROSS SECTION �>E�do� L//t/E 81, Llit/f B-2 , LIVE B-3, L/�tlE B-4 O V =O= r- — DETAIL N P• /"I. 9192 yr nr�cr ExP�rns►ol► W C r ¢O M IMATER PAL �- - MWD. DWG. C-11632 60 21;00 V •• • 1/Z" EXPXWIOX JOINT' N.T.S. �60 !�' 21;00 ML. Fi[LER tETWEEN pMf �c, y�i APPROVED BY � DATE W o=<<oo G cele cupratirr• •• h s R.C.E. 22397 '.• ROBERT P. KING CONSTRUCTION NOTES: - AA►� ceA►cRET>E � CITY ENGINEER 13" I RCp .` ArP No.C041341 �° DESIGN _ —_ - _ R CO ENDED == -W¢= - - cS'V —== = �r G r ¢S d✓✓ . I 6/30/9/ - - _ ri a CATCH BASIN NO. 3 (STD. DWG. 504) 1 � EXPIRES � �_ - - = consultants, int. C C y= a 30 24' RCP DRAWN 1355 E. Cooley Drive•Cotton, California 92324 SHEE1 CIVIL CD/IPUTER (714) 825-2127 y o 41 JUNCTION STRUCTURE "Al PER STD. DWG. 50 , . MIN. •' f'�T Q ✓./�'G OF 8 �oN000 of - _ =oWo=W= OF CAFE V i U DETAIL D CHECKED �� R.C.E. N0./_04'/,T7/ DRAWING NO. i iE; CONCRETE PIPE SUPPORT REN CCWD OWS. 32 ' (Mrs) DATE FILE NO. S