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Home My WebLink About1454-D DRAWING NO — — /01- _ CONTROL NO Y OVERLAY NO I4{ YSrw Release Date [_ See Offsite Interim Improvement Plans for t - - Additional Facilities to North 24th Street Storm Drain Plans _ C _ PROPOSED LINE H -� F R ! ... _ .,_.. SEE RM DRAIN S SEE STORM DRAIN .,,,,.M,., ,�.., ,,�, ... ��,_..,...� ....,,,.._..�z ...�_a_.. ,�._..�_.�. ..,,m..�.,, ..u. PROPOSED LINED SPECIAL NOTE IMPROVEMENTS f IMPROVEMENTS 1. PEnMITS FROM THE COUNTY OF SAN BERNARDINO AND METROPOLITAN WATER DISTRICT WILL BE SHEETS 5 AND 6 '°: I' AAUIgtE ' E`E g iMpt U1VE ?O �4SE0 UIII'E def 0ROPOSED LINE D-6' SHEET 4 TR. 14379 REQUIRED FOR WORK WITHIN THEIR RIGHT-OF-WAY. "' 71VF ,TRA SEE STORM DRAIN SEE STOFI�' DRAIIi SEE STORM DRAIN�/ TRACT 14379 ; i ,,_ VE4,F.MT3 PROVEMFKt$ 'ROVEINFJ4dTS IMPROVEMENTS / 2. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION SO AS NOT TO DISTURB THE EXISTING r' �F1FET S TR. 14380 S F1 S TR. !4880 SHEET 4 TR, 14078 SKEET 4 F#I. 1437+f� UNIMPROVED EARTHEN DRAINAGE FACILITY ALONG THE NORTH SIDE OF 24TH STREET FROM THE Ti IE OPINION OF I DESILTING/DEBRIS BASIN TO THE ETIWANDA SPREADING GROUNDS. IN THE EVENT IN `- - - - fl AE�E4 AE -6 ~'P0 D 1.1111E D-4 / THE C11 Y ENGINEER OR THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, THE CAPACITY R f�rFS F-�E -5 TihRM DRA/N � E �M DR41N AND/OR INTEGRITY OF THE FACILITY ARE DISTURBED DURING THE CONSTRUCTION OF THE TOPt1 DRAIN PP'OV'9'FNTS 1MPROVEMEINTSP�tDPdSEd INE D-7L .V/vq/ C VEI�!fTIT$ EFT 5 JR. 0 ISP Vr kfF"r5 SHFfT 4 Ta. 14379 PROPOSED STORM DRAIN LINE, FULL RECONSTRUCTION OF THE FACILITY MAY BE REQUIRED TO r SHEET TR. 1x380 / �`IMPROVAAMTSTHE APPROVAL OF THE CITY ENGINEER AND THE SAN BERNARDINO COUNTY FLOOD CONTROL - �C r -:5 t B 7H 14380 F E LIMES DISTRICT. l PRO�Osrn,U E b 3 SHEET 4 TR. 14379 N r E-7 i 8-8 SEE STORA�f PIRAIN /' — fUT1!ltFtllNE ►Ni SEFStOR"11R I PROVFIk4ENTS / 3. ALL RIGHT OF WAY EASEMENTS PERMITS FOR CONSTRUCTION OF THE PROPOSED FACILITIES h - _ -� ;:• $QE ,STORM IMPROVEMENTS PROPOSED UNE C-2 Impr�OV[1VENTS fUTUIRELIF&T-3 £T4 TR. 14370 SHALL BE OBTAINED PRIOR TO ISSUANCE OF ENCROACHMENT OR BUILDING PERMITS. aHFET 51k. 14380, RM RAIN SEE STORM DRAIN TY? C1 C_-- X SHEET 6 TR 14:�8t0 I wpt VFMENTS IMPROVEMENTS 4. IF TEMPORARY OUTLET ON SHEET 3 IS TO BE CONSTRUCTED THEN ON-SITE TEMPORARY SHEET 4 TP. 14350 "MRtfPbSED INE b SHEET 2 TR. 14379 DETENTION BASIN SHALL BE CONSTRUCTED AS PART OF THIS SYSTEM i TFU I UPIF t ff 11'2 ' J I FUTURE LdNIE�X / SEE STORM DRAIN c?' I PROPOSED LINE C-1 STORM DRAIN :SEE STORM DRAM / AVPRbVrMFNTSS 5. CONSTRUCTION OF PERMANENT OUTLET ON SHEET 3A SHALL COINCIDE WITH REMOVAL OF lNi1PROVEMFNTS a SEE STORM DRAIN �IMPF30VEl4�FNtS SH€Ft 3 TR. 14379 ►,- 300 0 300 600 TEMPORARY OUTLET SYSTEM ON SHEET 3 AND REMOVAL OF ONSITE TEMPORARY DETENTION IMPROVEMENTS 1 — 300 _ `.!'PROPOSED SWEET 4 TF1. 1438 ;*90POSE0 cam,D-2 SHEET 2 TR. 14379 scale feet BASIN WEST OF CERVANTES PLACE AS DIRECTED BY CITY ENGINEER. AGREEMENT REGARDING DESILTING/DEBRIS _ 1 ,SEE STORM DRAIN THESE FACILITIES ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. BASINS STORM DRAIN --- •+•••�— IMPROVEMENTS PROPOSED UNE 8 FW{TURE ONE E-4 '-4HEET 3 rR. 14374 � SEE STORM DRAIN 6,THIS SET OF PLANS HAS BEEN PROCESSED FOR TRACT 14379 AND REFLECTS ITEMS OF SHF-FT TR. I E $TORM DRAIN"A I IMPROVEMENTS WORK AS PART OF THIS DEVELOPMENT. TWO OTHER SET OF 24TH STREET STORM DRAIN 6HT€T 6 TF4, r4:�so I WX!T EM,EAlTs I SHEET 2 TR. 14379 PLANS HAVE BEEN PROCESSED FOR TRACT 14380 AND TRACT 14139. THESE SETS REFLECT �• . . ..,., .. x... �.... ,.., r, M ,w..,H.H .w..�.,.,. .� ,,.»�,,...,,-. ... m.,,.,..,. ., m .� ♦ �...,..,, _Au�...� ...,Sera��, '�.�. .A_ � _ ITEMS OF WORK AS PART OF �FttS- DEVELOPMENT __TUNE A FUTURE LINE F FUTURE LINE Ell PROPOSED UNE D-1 PROPOSED LINE C PROPOSED LINE C-3 >7V��R DEBRIS BASIN FUTURE UNE F-1 SEE STORM DRAIN SEE STORM DRAIN IMPROVEMENTS IMPROVEMENTS IMPROVEMENTS SEE STORM DRAIN SEE STORM DRAIN SEE STORM DRAIN LIN A O SEE STORM DRAIN p SEE STORM DRAIN IMPROVEMENTS IMPROVEMENTS IMPROVEMENTS ~' PLANS SHEET 7 - IMPROVEMENTS SHEET 6 TR. 14380 SHEET 4 TR. 14380 SHEET 3 TR. 14379 ►� +� +•• w• SHEET 6 7R. 14380 ... +•• .. .r SHEET 2 TR. 14379 SHEET 2 TR. 14379 ±p w w w TRACT 14379 m m FUTURE LINE E m m m m m p m m 4 4) N h SEE STORM DRAIN N y h h N y -C H -C H N 0 0 IMPROVEMENTS m m 4) m m a • m m m 4)SHEET 4 TR. 14380 m m m m m O m • h b y yy h N by by y N � � CONSTRUCTION NOTES & QUANTITIES 63 1/4 TON GROUTED RIP-RAP PROTECTION DETAIL Q (SEE SHEET 2) 1,000 TN O 96" FLAP GATE (ARMCO, CUSCADE OR DISTRICT APPROVED EQUAL) 1 EA 70 96" RCP D-1000 (THICK WALL) 978 LF 11 84" RCP D LOAD PER PLANS, WALL THICKNESS PER PLANS 2,814 LF 2 78" RCP D LOAD PER PLANS, WALL THICKNESS PER PLANS 2,566 LF GENERAL NOTES: PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 73 66" RCP D LOAD PER PLANS, WALL THICKNESS PER PLANS 592 LF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 7s 24" RCP D LOAD PER PLANS, WALL THICKNESS PER PLANS 69 LF CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING ® JUNCTION STRUCTURE "A" PER STD. DWG. 508 2 EA CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 80, JUNCTION STRUCTURE "B" PER STD. DWG. 509 1 EA 2. ALL PIPELINES OR-SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEERHARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 83 MANHOLE "A" PER STD. DWG. 510 9 EA METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN PERFORMANCE OF WORK ON THIS PROJECT. THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE O MANHOLE "B" PER STD. DWG. 511 6 EA DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD85 CONCRETE COLLAR PER LACFCD DWG. NO. 2-D393 DETAIL J (SEE SHEET 2 1 EA COST TO THE CITY OF RANCHO CUCAMONGA. CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO O 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND s7 CATCH BASIN NO. 3 PER STD. DWG. 504 1 EA DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RESOLVED. RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. s9 INLET STRUCTURE PER DETAIL D (SEE SHEET 2) 1 EA 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR ENGINEER'S NOTICE TO CONTRACTOR: O TRASH RACK PER DETAIL E (SEE SHEET 2) 1 EA CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. O HEADWALL AND WARPED WINGWALLS PER CALTRANS STD. DWG. D86-13. 1 EA 5. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN (SEE SHEET 11) ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE 2a CONCRETE CUT-OFF COLLAR PER DETAIL H-1 (SEE SHEET 10) 2 EA PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY O WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED VELOCITY DISSIPATION BLOCKS PER DETAIL M-1 (SEE SHEET 2) 1 EA IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 6. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY PROTECT ANY UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS. go o Z FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. 2 o m W UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE W J W N CITY ENGINEER FOR APPROVAL. D >a CONTACT THE FOLLOWING AS REQUIRED 48 HOURS PRIOR TO �� , 3 < ° 7. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY ' ""' ►;��\ p = O Z W Z SWSTATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE EXCAVATION: ST ga W a W; INSPECTOR . 24TH C~ ROB P. KING W uj °~W 8. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND SOUTHERN CALIFORNIA GAS COMPANY: u < o- PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC 2191 EAST BIRCH STREET o. C 041341 t ff _ m OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER BREA, CA 92621 = a Z AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND * EXPIRESl UW o= (714) 529-2889 (714) 529-2070 CL LL 0140--,CL ° STANDARDS. O oc ��d N `g 9. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF SOUTHERN FRANCIS STREET DISON COMPANY S"mw � 91F VE IV1i,�0��' W 135 CAL o z o S m WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING ONTARIO CA 91761 _ = o a ; FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR (714) 986 X5861 LL NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. < 2 m < CUCAMONGA COUNTY WATER DISTRICT _ 10. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. '- -----�+ a N 0z" 9641 SAN BERNARDINO ROAD HIGHLAND AVE W yl a 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE RANCHO CUCAMONGA, CA 91730 U w 3 o OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF (714) 987-2591 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL GENERAL TELEPHONE COMPANYCITY BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 280 SOUTH LOCUST DESCRIPTION OF REVISION own DATE APPR. P.O. BOX 2920 _ oom�o= o 12. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF POMONA, CA 91766 CITY OF RANCHO CUCAMONGA QUANTITIES. (800) 422-4132 Location Map `- 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING -� � > ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY PACIFIC BELL COMPANY N.T.S. UPJ- OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTIONS TESTS SHALL 3939 CORONADO STREET BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF ANAHEIM, CA 92807 C < <4•)Q BASE MATERIALS AND/OR SURFACING. (714) 999-5639 24th Street Corm Drain Plans O O < � t';5 H�>n u I o _ W METROPOLITAN WATER DISTRICT TRACT NO. 14379 1111 WEST SUNSET BOULEVARD - Etiwanda/San Seva/ne Project P.O. BOX 54153 APPROVED BY DATE G f: LOS ANGELES CA 90054 SAN BERNARDINO GC)UNTY N=O r W O Q 213) 250-6432 =N z y= FLOOD CONTROL DISTRICT CITY ENGINEER ' '� R.C.E. 24953 t y¢ Q C Z S WCONTACT PERSON: ART KNOOP U' V 1900 SUBM(TTEDBY: DESIGN �_ - t� R ECOMMENDED V W in Q=d... o : o co ETIWANDA/SAN SEVAINE PROJECT MANAGER RJS _ A _ I 4= 1� consultants, mc. RECOMMENDED BY: DRANi�N 1355 E. Cooley Drive-Colton, California 92324 SHIFT = oo�=i3o (714) 025-2127 ASSISTANT FLOOD CONTROL ENGINEER ML-LM-SAS 1 OF 11 U Z c�a > O=ff R.C.E. NO. 0041341 NO. of cL APPROVED BY: CHECKED FILE NO. ��:. y' FLOOD CONTROL ENGINEER ELY DATE 7101110 Tract Sheet I of �� DRAWING NO Q.a - 424 ,�D QL CONTROL NO [i8apS1 • OVERLAY NO rel Release Date 7 G oo D L T I I 96" RCP L/19 �9D 7� 611 12" 1.0 - 4" I 1 r Zq 91 18" 1.0 ' 5" 51q� -� 24" 1.01 6" I I Q/ 3611 1. 51 811 8 - 3 /4" X 12" 48" 1. 5 ' 10" � ANCHOR BOLTS (TYP) � I 57" 1. 5 ' 10" O O 0 _ I ' i 60" 1.75 11" C A \ I A #4 @ 12" 66" 1. 75 11" NOTES: O O - - t o C �o L 1. A CONCRETE COLLAR IS REQUIRED WHERE THE t L Q 560-C-3250 CHANGE IN GLADE EXCEEDS 0 . 10 FT. PER O O O 66" CONCRETE e� /2 :1 '�;'� �� CONCRETE 2• WHERE PIPES OF DIFFERENT DIAMETERS ARE / \ Ei Zi 11 JOINED WITH A CONCRETE COLLAR, L AND T I 1 USE 560-C 3250 I ►' �.: - �� !� SHALL BE THOSE OF THE LARGER PIPE D=D1 I `' •`!'0 1.5 ' 1. 5 CLASS CONCRETE I OR D2, WHICHEVER IS GREATER. 1 / 3. FOR PIPE LARGER THAN 66" A SPECIAL I I / COLLAR DETAIL IS REQUIRED. #4'S @ 9" OC q 4. FOR PIPE SIZE NOT LISTED USE -NEXT SIZE HORI Z & VERT (TYP LARGER. SIDE pJJ NEW OR i 5. OMIT REINFORCING ON PIPES 24" AN LESS IN 24" HIGH X 12" DIAM /2 EX_IST_. _ DIAMETER AND ON ALL PIPES WHERE ANGLE A VELOCITY DISSIPATION BLOCK 1 ,LN f PIPE I _ / IA LESS THAN 10' . 3-#4rS ANCHOR TO NEW 6. WHERE REINFORCING IS REQUIRED THE PAD L71P30 DIAM Plan �\ ExISTRDIAMETER OF THE CIRCULAR TIES SHALL BE PjPE�� D+(2 X WALL THICKNESS)= 3/4" X 12" oil I / ,.� 7. WHEN Dl IS EQUAL TO OR LESS THAN D2, TOP ELEV = 1710.00 ANCHOR BOLTS l 4 JOIN INVERTS AND WHEN D1 IS GREATER THAN (TYP) I - _ D2, JOIN SOFFITS. 3-#4'S ANCHOR TO 12" 12" I 8. PIPE MAY BE CORRUGATED METAL PIPE, � 3" 3" / PAD LAP 30 DIAM .r. ;' A CONCRETE PIPE, OR REINFORCED CONCRETE 66" Ell r ;. f PIPE, OR ASBESTOS CEMENT PIPE. Q 9. NOT TO BE USED FOR A SIZE CHANGE ON THE � • � � ti MAINLINE. Detail M-1 ,3 #4 @ 12" �' 10. CONCRETE FOR COLLAR TO HE Velocity Dissipation Blocks I 7 I 560-C-3250 (MIN) 3-#4 CIRCULAR TIES N. .S. i USE 560-C3250 CLASS CONCRETE Detail J O a I s Concrete Collar per 1`0I #4's a 9" oc LACFCD Dwg. No. 2-D393 1 • HORI Z & VERT. N.T.S. I (TYP) I ,5� I J #4'S @ 9" OC BOTH WAYS (TYP) t 1 _ Section A-A 3 ' - 3" X 1/8" STEEL PLATE 7/8" BOLT HOLE Detail D ® SILTATION COLLAR TYPICAL I Inlet Structure 2" SCHED 80 GALVANIZED PIPE N.T.S. I i TOP SUPPORT RING C ED PIPE CONTINUOUS S IPE I 1, /C 6" X 1 211 ELDNOSIDE B 8 VERTICAL \ '� / / 6 STEEL PLATE SPOT WELD 2" SCHED. 80 BOTTOM GALVANIZED PIPE BOTTOM \ 6" x 1/211 O=Uj STEEL PLATEn 6 WIDE X 1/4n STEEL PLATE � _LL1 m W Section C-C SUPPORT RING. CONTINUOUS WELD TO INSIDE OF VERTICAL 3 �0 PIPES (36" C.C. TYP) R�4ESSi0 N =N2� 6" X 1/2" STEEL PLATE C/L PIPE O Z v W S W S Ti RINGIL i NIL a W o F d Q 6" WIDE X 1/2" ►_- o STEEL PLATE RING _ � � ROB P. KING = a 3' TICK 1/4 TON U m Section A-A II II II II VIII In 41 No. C 041341 d z o GROUTED RIP-RAP Bottom Surt Ring II W ai W BLANKET. v O Wo _ L Trash Hack EXPIRES ~' rn NTS tt t. CIVIL 0c i °5 SILTATION COLLAR WITH 2"_ ►7 A O A 3 3 X 1/8 STEEL PLATE SALW N _ _ T at W BOTTOM SUPPORT RING. BOLT DIAM. HOLES @ 4" C.C. BOTH p„ _ I 2" SCHED 80 TO OUTLET STRUCTURE WAYS (SEE DETAIL) , TACK t = m= ' ; � �, ,r O 11 GALVANIZED PIPE (DETAIL D) WELD COLLAR TO 2" DIAM PIPE Z Q = i E4 HORIZONTAL AND BOTTOM SUPPORT RING. 0 'Ayl j v 6" X 1/2" GALVANIZE & "D PIPE •%'• STEEL PLATE 2 PIPE `O CONTINUOUS 6" WIDE X 1/4" STEEL 2" SCHED 80 CITY 3' WIDE X 5' DEEP - GALVANIZED WELD SIDE PLATE SUPPORT RING � PIPE � �� DESCRIPTION OF REVISION DATE APPR. USE 1/4 TON ROCK CUTOFF WALL AT OI 10 OI I g`o=Wa EDGES. F �`�`; \ D D SPOT p1ELD 3'- 3" x 1/2" O11p O, , 4" TYP CITY OF RANCHO CUCAMONGA > =o m METHOD B PLACEMENT _ _ — _ _ _ STEEL PLATE - - f� CLASS 'B' CONCRETE _ 0100110 - %0 TOP 01100110 &-=W¢¢ - 200 PSI 6" X 1/2" ��=2 J d I STEEL PIPE "I � g � BOTTOM SUPPORT RING o m section D-D -ill J ll _ V Jo> z�a. i Detail Q 24th Street form Drain 4 TYP Detail Sheet = W 1/4 Ton Grouted Rip-Rap Protection NTS Tract No. 14379 Siltation Collar Detall W ¢¢_F Y¢ ! I APPROVED BY DATE ' z =vz-7h¢o " y o W;W Section B-8 Top Su port Ring CITY ENGINEER &4 R.C.E. 24953 p W W U W Trash Rack ==oo NTS O DESIGN z ca¢zuW Detail aE -- _ RECOMMENDED - =o Trash Rack RJS - = P. 4ty�, �� NTS _ � = consultants, inc. UA. Ali DRAWN 1355 E. Cooley Drive•Colton, California 92324 SHEE.1 ¢ = oo;�=z3o (7 14) 625-2127 ML-LM-SAS 2 OF 11 WCHECKED R.C.E. NO. 0041341 DRAWING NO. 002 yiJoo¢ ELY DATE 716-'/f0 FILE NO. 5y' D reci _ T Shee t ;l of z DRAWING NO. 1Q- 1?�. 5Q- LL CONTROL NO OVERLAY NO. 650 ,rllA ., 8U.Tf B• -. p4T( Br DATE Release Date BENCH MARK NO. 148-B - STANDARD BRASS DISK IN THE NW CORNER OF A 4 F6 i ; 4• BY & FOOT DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE AND ETIWANDA AVE , 66 FEET NORTH OF THE C,L OF HIGHLAND AND 24' EAST OF THE li OF ETNVANDA ELEVATION = 1432.612 _ � • Lam, � . -�' < < < _ � < , Tr i t , , i , 3 :ltI�'VRIE tiLtA E �►-:- Ti i ( �. -- •' •.. d a_ r•r.rs :s 1 .i.r -_:. fIr's;r'+r•YFrc O! 1•�.airt 1 .... ._ • Q aI ». i ��w ��1r►f� ki _ fi= i1101iS - OOIt t n fAI� x14JwE...,. %Jo _ t/ +► �+-L.�9.�'�' - , 1._ _ � < , t _ � F _ - f -- - +j' �i j— T�. - - -. ` Or•rrrn tnt d� ��`. I -.rs1 Gnd Yli { : �S©6sIZ { y', - ? "P4, v�ru , �rs��.er er •rov~�rs n I Q /f Qtt 1� �� ii !Aon !tI ..DLL// +� j i - �'Z �r ,l :�F.i'i. Ar.�]�5.1 3 - ".'."'"--"�' T } - < +P-* ifs .,,- V-r- i N► . 'I•Sd O DETAIL RII"T I tr'r" svIrvr• . ,A n.�o or►e•9t�e } < __ 4 !1'� _baa . ta,f •rt....4r*B t � tR ' < . € � � � - -- -- � �• d tit Jr nt r J jcmpi. •4k Ail < , I -:• lPrbbnwiC etoow .gw : X. i at a F c7. e t a ( >I�T . Cr CD r I • - 1 SCAM' ^^ v ?6492 .00 ff - �t 3 HIGK 14-3'41N GPV�TF'0 f / _ ' - _ _ X1440 ftj:lei �f >AC S K nhtj p- 10©p 114'71 �O IKY Pg` ' R3P RAR B� ANKFT. ROC1kS SNA„i, _ 4: �t+n;x yrs 9F 8XF 6' ,1- FfM FNF,,P(, YEfl7 1+ 4' Y N7.S v<<io) � AliF oti ,,,,,t,,: ss. ir►s(,r!►.� Ji SS: PA": I�ti 30 29 28 27 26 25 24 A . . Q, MOTE: USE THICK WAIL R C P WfTH a' A M►WWM 2' STEEL CLEARANCE ON THE INSIDE SURFACE � _ CONSTRUCTION NOTES: ?jIlESSI 133 114 TON GROUTED RIP-RAP PROTECTION DETAIL O (SEE SHEET 2) M R6'FLM GATE (ARMCO CUSCADE OR DISTRICT APPA0VF(` EOl1A1) _ ExrST►Nt3 DRIIltN�4GiE FACILITIES t a ,;� ti� r ti � �-,Q c ^ ,� ' •� -Q.�. �1x�^ To fib'RCP D-LOAD PER PLAN RO P. KING I CONCRETE COLLAR PER L/1CFCD t)WC' NO ? 0393 DETAit J (SEE SHEET 21 TO REMAIN UNDISTURBED DURING W Q r r L-n/VS fR v a A '01/iP ='A_S f s No. C 041341 � HEADWALL AND WARPED NRMOWAILS PER CAI TRANS STD DWG DIM (SEE SHEET 11) CONS TRUC T►OIV (TYP.) F'FR B!J A/c /4 0 9 , Pq�E �a 6 # . _ _ 1 ' EXPIRES M 3 VELOCITY DISSIPATION BLOCKS PER DETAIL M 1 (SEE SHEET ?1 WO Z 'ii z ' t •� \1. . J' CIVIL l� 0 UJ W z -� t , j CAL Z o S E a WCL ' < N W .. .. i a=te r gyp= Y t, • - '� 2 z v.> a - -- _ h NOTE CONTACT METROPOLITAN WATER DISTRIC MR ART KNOOP OPERA'IONS SERVICES BRAN-�, _ >� / .r `-^•r _; _. . (213 250 6432 TWC WORKING DAYS POANS U WBEING pERFORVl'NIN 0WCEASENfti' Vs — � . r _ _ I Z � �W>: O —� �1�E, +rte f ��_.�ilwiwa mss— aun,�_____ �L�•r��►'� 1itMr aL �►_��= 3 � ,—_�,. ► t�__� r -F —_.� r�— �Z�- `�'——— —————— r—i_ rrrr———�—— —— All �- - 2 ? Z 0 ,R �- 1q0, #0 E,1( . ST . 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'..a�w.4.. . o _ • q DRAWING NO. 4 L,' 1 _ CONTROL NO- 62,4 OVERLAY NO. 10,►3Z MSh .VPaOvf O 1%D1 X Sr DATE 0� OAT[ By DATE R nso [?ateTop of Wall � - - - Design Notes- I *4 � orQ � 12 C-g Use Reinforcement for H = 6 8 10 Unit Stresses f - 24 000 psi t - 1300 psi n = 10 8 0-I i , >< - � � - , .. 1 � 6 Tot 6 , /13/ql Toe of Slope ----., Maximum Toe Pressure = I 'Al Tons/'sq.tt. 2-0 -2 _ _� - - -- 1 - 6 N 06 Tot 6 - Elevations, length and angle of flare of wings may be varied _ , 7 T Z - 2 60 2 - 060 by the Engineer to suit conditions encountered In the field - — Neoprene Strip ad surcharge , I / I slopin _ 5e 12 , Z We I Is designed for 2 I v�' 0 9 , 2 9 �\ _e- t y p) 5(� 12 s surcharge not to exceed 5 In elevation plus 2 live load \ , l - / cD Top of surchor a or unlimited 2: I surcharge. If 11/2 : I slope exceeds / g + �Qi cD o Footing 5; use Type 2 Retaining Woll . j _ , SECTION B - B % SECTION C - C PART PLAN A A Wall height may be exceeded by 6" before going to the \ co �� X';' Optional Footing Lines next greater '' H". H= 20' 112 Exp Jt F�IIer =o _ N Fill I I � N H = 18� 5'Mox for Ii�� I 5 Max for N N Layout Line co iD = o v p 4 Along top I _0 t 6,Tot 6 s N N y >K Fill Fill Slo es. Slope 1y : 1 Fill Slopes, _ a H 17 - Slope unlimited for slopes of Wall unlimited for slopes 4 & 3 H = 16' # 4 Along top flatter thon 11,`2 , I. -- -- — f!otter than ( I _ VN of Wol _ _ utter or Shoulder 6 Q H= 15 �; Gutter or Shoulder _ H =14' i 1- "b" ears 3' o 3 Vertical 4 (j 36 TYPICAL LAYOUT EXAMPLE H.13' Mod snort _ _ ___ -- SECTION D — D 1' ` 12� 0'� 2 d� b " bars Vertical _ Short "b" Bars H= 12' �' � 1. lE Number above " b" " cI' bars 4 �' 1 - c Bars 1 _0 .11110. I -0 Indicates distance from top of H'I I _ , 1� 4 18 Batter 1/2 12 '_ If pervious backfill a footing to upper end of bars N:IO' _ r� material cont. behind Bar cut-otts may " varied � ' d' � - � wall . ` Short Q; \�• In increments of 6 . H= 9' 8'-6�� 1c" Bars �' "c' Burs 4"� Drains t• 15' ctrs., 8 E ' 8 d E I' above outside ground INLET OUTLET Mrs' 8 7 :_ � H- 7' in c bars - E 4 P 36 R .C. PIPE DETAILS H= 1 wt EE " 35 dia. _ _ p Short 0i --Short c Bars Vertical unless next to 0 H 5 _ - Ef Const J1 battered section ,then match 0 o' - " c bars 4 Drolns 15' + ctrs. , ------_ _ _ _ "d" Bars May be varied by the Engineer H= 4 in ;� ! I' above outside round.. T - ' O i I g � 9 R to suit conditions in the field i 35 dlo - I C F pervious backfill U 10' m 8 • I ' I material In o burlap sock *4,Tot 7 COnsT Jt __-- - M W/3 060 r-- - _ --- -T - --�� d Bars C 8 IE-0„ 9 R W - - --- 2 4" I eE EE 14Ef 10,f L47 7 • ,� Io s -- - x6.612 4,Tot 7 _ TYPICAL SECTIONo� B `_ -' H = 4' THRU 12' d� �6 to 12 TYPICAL SECTION A _,� D ' #4 IO or 0 @ 12 - 2 6 cv WINGWALLS = ' THRU 201 �- SECTION E — E REINFORCED CONCRETE H 13 4' 5' 6' 7' 8' 9' 10' 1 1' 12' 131 141 15 16 17' 18 19 2 0 --- Des Ign H 1 4 - 2 4 - 8 5 - 2 5 - 8 6'-2E. 6. - 8" 7,_ 2„ 7.- 8" 8'- 0" 8'_ elE 9� _ 4" 10'- 0„ 10-- 8" 11'- 4„ 12 _ Of, Exp. Jt Filler EE W 3 - 2 3 - e 2 Unless 01he�wise des�9noled E 1_ E, ,- ff 2' - 2 -2�� ; 2,- 4" 2, - 6E, 2, - 8,� 3, - 0„ 3, - 4„ 3,- 8„ 4,- O,f 4E- 4EE 4,_ 8 , B 8 D t� C I,- OEE I E-21E I ,- 4 " 1 , 6„ 1 8 �� t -10 � 2. 0.. 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IT I _L ode 2-*6 12 W�� CITY OF RANCHO CUCAMONGA ~ \ Iit • iz; Detail G 2-'* 6 @ 12 J E Headwall and Wingwall per = Wus, Detail G ® Caltrans DWg. No. D90-2 I sE TYPE A Traci No. 14379 oW = >iW STRAIGHT WINGWALLS Headwall and Wingwall per �! W ==¢ Caltrans Dwg. No. D90-2 � DAA --� '-- »> END ELEVATION C, • Q� « CITY EkiC�� t'�'R A.C.E. Z4€ 't s s ` eP• S = A/t/jrAccoosultonft. j0 r- x r DAW Inc. oma`'` 9 �'' I ��L•'W` I *' , labs E. coohY Driw•ce"01n. celttorrsh et"4 �>r »ztj_"_ ' (114) 626-11!1 �� gl :sW �}� �� SAS 3B g.! jw r. s'=Fur- .. �f CAl1F�� GFt = ; -t-s .. DA -:T ''� NO. � � - DKQ DATE en.e No. � _ SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR � CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FDR JOB UNAUTHORIZED CHANGER AND USES /� SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY OF � N x All PERSONS AND PROPERTY:THAT THIS REQUIREMENT SNAIL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SMALL DEFEND.INDEMNIFY AND CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE CD HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANDALL LIABILITY,REAL OR ALLEGED.IN (y ^, J � � CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR SIN6 USES OF THESE PUNS. ALL CHANGES TO THE PLANS MUST BE IN , 1 � FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 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UW 1MM WALL R.C P WrH A 611"M-W r STEEL CLEARAmCE EXISTING DRAINAGE FACILITIES TO REMAIN UNDISTURBED DURING CONSTRUCTION (TYP.) 01V THE NVStDE SURFACE �-- 10 0 $A at N \ o - _ Z � N S d = 'w , t �Ftf ft�wru 3 r i R08 KING < LS g=4 ~ L w nc tAl llrfw+s+d,V - 1 .C 041341 to 2 ' • y s' D,=Dr • s y' / 'e D(PIRES QS I ddzo t* W" f*/1 os -N f SAY \ W W _.- --_-.. •_" -. - [TAS Y�� 3 T <C C / _ - _ __... W O _ ° wi .. AV 1t �-�.� _ �s it traR# ��- !r'r�-s.�.� tog. 12 IS5-9 Z J = Z s . `1 e.•i e . is i •fi a i-.rR,w.E ,�'- -_ .. _ _ • _ _ - "i F O0 = ui ` awr 33 > / C/Ir 14TH S1I* Ft ' ti W i �] I� �` C/L 24TR •TItLP T, Ear 9• �.. 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I 70 69 66 67 66 65 64 63 62 61 60 �ti Q(/oo) _ X21.1 CFS ROTE: uv N(IM) •Zc•y Fn (AOX) ALL RIGHT OF WAY EASEMENTS PERMITS FOR CONSTRUCTION a(i•e)_ soc.s c" OF THE PROPOSED FACILITIES SHALL BE OBTAINED PRIOR TO V(,,w). zs.t ,`Psc'r'.>b ISSUANCE OF ENCROACHMENT OR BUILDING PERMITS. NOTE USE THICK WALL R.C P VNI A MWIMUM r STEEL CLEARANCE ON THE INSIDE SURFACE OUSTWG DRI!M GE FACffJM a TO REMAIN UNCNSTUP.,-ED DURING c� CONSTRUCTION (TYP.) 40 0 _410I on e= 'o l iVESSIO J N H o d 312t k47 a I 0 143�37-25) Di-o2-7e• o P. KING E-10. 19' t 8 CL 4L h f 0 5 1< <K D ref PROPFf rr �-1_1_TO ' C�i i�" M J — IL w '^ }' o (/� No.C 041341 = d — — — — —._-.--- -- EnS� !0 Ey►►is _ LI C U O <h E' LI R� H oo M VIL a: U. 1100 Foa town poo hs ��J 61 cwRs p� CAS LU w CD Zul ul W W). —.-11+.#-!.y - �.•��are. �1-+-1�, !`. �`«. �•a�!.•�!f I�— N —— —— —— �'al-�+.0--�——— ——— ——————a-.--� � �.- . d�, - a --. .-- A ll�It -+r►�`►i r r _ .. 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ADO —r_ � 41—--% _ - _ aaw�-/s�ral-S=�e.l- .��+q� �1R1�1�.�ri� we1.l-w-as-Ol-lRAsge I = u 1X11?.*ISR-OPTT�' TY ` ' CAPILE 9-24DESCRIPTION OF REVISION DATE APPR. >> oy O Cuts ti� bl-7e ' ¢ oYW- CITY OF RANCHO CUCAMONGA eW= W= D2-84- �y �t� r O�—a. w .ss-.-wrrr..nL�.r>�ie .—�--• .f .—wa.s.r-I..rr—� r— ► al+{.rr ..—.moi-a ..w --...--.nr a .!—tee --------------r— —' - - --------- �Q M1 �—.j �A r t,'� 09/ rir�-�-rr—ram--rr—�r—r—a�—Mrrrrr �i�r�� i3>joi� _ —rs -------.�-��-r------sr�.--r. —��'�+grf5+��—r—i r-rr— .r rr rw r�—....----r—r—r------ — —av—r4� + q .T �—i �—�'r —a.�.- ---rA►f�—r---r—rr-- — ..r J J a W Plan and Profile for 2 y ato` _ - _ — �Ea ' �. Line A WoW o� �a C `_-W_ _ -. , ...� c - _ _ r. S ,r , W , . Tract No. 14379 V zo yd APPROVED BY DATE/ m en 14c:,!! i¢ Z I(�Q 0_;= W J y ¢ 3 CONSTRUCTION NOTES: CITY ENGINEER R.C.E. 21953 W s W x =r,0 2hh fV cc C7 1) 84" RCP� � '= StOn71 Drain Cum Data DESIGN RJS — pw€� RE4a ft 4, ` 0 I = 78' RCP ` W¢Q;o= =_ € :_= consultants, inc. V4A .05: FI,( ¢oea = CA Ca "=W NO. RADIUS DELTA LEN GTH TANGENT 91 JUNCTION STRUCTURE 'B' PEA STD DWG 509 DRAWN 1355 E. Cooley Drive-Colton, California 92324 SHEE1 tfn=�¢ti= ¢(,,�_`¢W—W 0 10 Iib (714) 825-2127 :o h=;_ MANHOLE 'A' PER STD DWG St 0 ¢=y � _ 15 90 . 00' 28' 37 ' 29" 44 . 96 ' 22 . 96 ML-LM-SAS 7 OF =UWo=W` colt {eef >E �U�J�o o� _ MANHOLE 'B' PER STD DWG St t 'L y`J=J� CIiECKEC) R.C.E. N0. 0041341 DRAWING N0. ELY DATE 71-10 FILE NO. L115 'D Tract Shot _ of . J SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB UNAUTHORIZED CHANGES AND USES m SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY Of L All PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE = � � Pa O � v I O LIMITED 10 NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SNAIL DEfENO.INDEMNIFY AND CAUTION: THE ENGINEER PREPARING THESE PWBE PLANS WILL NOT HOLO THE OWNER AND ORTHE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY.REAL OR ALLEGED.INV' V1 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR -a -.D ,e N .J � O U5�5 OF THESE PLANS. ALL CHANGES TO THE PIANS MUST BE IN J � � I FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. _ WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE DATE 1D PLANS. � _ O 0 � � 1 m See Sheet No. 9 • 90+00.00 MATCH LIMA s? fTA 20+00.00 MAi'Ct Lx eO+OQ 00 I1687 .71 1 M r i I ( r II I ' ♦ ' .,. }_,., a _..._.,. .,._ . _ - >..,... ._-.. ...... _.. __ ....................... ..... _.. ,....... _._.,. 1 a - 1 I � s I i..._.._.- , ,.-._ .._.. < ... ._.+d ,. .d ... - , i - i 4 J � r� a f r.. I , 1 # 16 �I � f •' �' � ted` � �-�--• ,. i • I I : I 1 , , - •• •ec � :, .,�9 78+01 00 c L Vo z r 1 1 � �, I • . o. 077«97 25 1684 . I1NY s s'�A Z2�Oo 1 � 41 I Iw I 11 31p . I , I I n i v I # o II i , _ 1 rn _ I , mem F , f1 I > n � '� o � 4 t , _ ('fair, O wrw ,roi✓ I � I � m_ my 4a__ ..�. x r m a m � I � � azo ' ; oma y I _ � 1 W e. t ! I I 00 I* I I I ,. Pe � ,- - � © - 1 4 I IME • r+ i— t.. 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' } o ' i } �I i • w c.+ O I 4, s � I 3 ; 1 I , i r . tin r I� , p� a � .0 0 MATCH LINE N'!I: ' ST STA 30.00.00 C 76;Z31;4 X ; . 2b-q.�.. ��: jam...:_, .,,.-- :.. .;.,_ .. >._ ,.,. _._ ;� �. }.. _ -+__. ..b _ •__. .. � __ _._ .. _..... n v v C1 D ..i�' r" Ic m r z z m0 _-- : „ , m co) a° z v . _ ° _ a _ - 0 0 ry a O m m Ipllll"mlllll N► � � � �� ....,._-_'_.___ .a.....,.....«..,....._ -+---- _ ��► � 6 ,I Illlu Q� 0 11114144 � � ' � .. ....i.,_. ..... .. _. ,,.... ._ .-. ._ _.,a... ..:.. _ ._.. _.,,. 0 0mOTA� 0 141111111 � � Z �� ,... _._ __ ..... , _.._. ,.» _, .. ._.. ., _, _.- ., __.:..._, _. _,: f—r��°�0� R1 I , III C � } _. .. _-_.... ._. .. „ _ , ,a _.... .-... . ,. _ _ . . ., Qy Sr�ID�� _ I I � � � A VIII y O 4 � = C cnT� ,, . .. . .._ .. ... , _ ... ., ..«,- ... _,..... __ , ., _ _ .}__ .... DOZDOTv o — ' O m O .. . .:.. _ Zm—mp(n A • V � ^ t O N ; ' I z TTS ., ._....... .:.... .,,. .... „ . . ,. ..:, _... ,, ._-+_....... +D�QI�� i O o � DTA a zmz W , , _ ,. : :.. 'r Cts ! o m rmn. D ��n m m m �I OO mZ o , a_ ,\ ca V O Q — b r r ;v SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB UNAUTHORIZED CHANGES AND USES SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SHALL DEFEND.INDEMNIFY ANO .D CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE tv 1 HOLO THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED.IN RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR n CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING USCS OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN - _j (D � FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. -♦ i v�_ WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE — DATE 710 PLANS. y See Sheet No. 10 - WL S9+97.5% + X&T. .Ml if�i... ... 90+OZ• lIATQt L sT NTA ! 97.SS 90+04 - 84499. 7043 169 6 I V .,_. _ ._.,;... _-. a 1, . '' S A 10+ 00 OS \ a STA, 1 •.t r .K �. . _w m .. •rte _... .... # _ , .. s r 71w .. ........ f „ - y I r t I ,, ---� _ r R y , « } f > I 1 cn c = gym 1 I _ I I x o ( . _. ., ., _ --- .. .. I o I I ( -nod 1 _- I m -< ..... - _ m o ; 1 l A / O "' s i D C t _ _ f m ... . s a + zNy I I 4 } I I j _ _-_ O r� crn � ......... y , T= G 1 Q rn y 1 8 1 i I a _ JK .� {•►.s. ..........a.. .__ ,.....,., 1 ._._.4.. .... { I CA , • ,� ♦� r I z a _ . _ , o co o _ ..... .. . .., .. \ ,i ♦ 1 , 20 , ,. _« < ... r (y 1 1 1�O I r r T , 4f-i 1 T ` i r y D 1 ICo 1 L .. , r A , ►1- It T l __ „ .. - t { a.. ......... L' ` Y 1 1 , 7E I _ _ z -- �nzz _ b 1 . .:. 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Z z n x v c4 +-- m> O Q — o 9 - t M r rn > SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBN-ITY FOR JOB UNAUTHORIZED CHANGES AND USES SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY Of _ -j ALL PERSONS AND PROPERTY:THAT THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE ` !D LIMITED TO NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY.REAL OR ALLEGED,IN RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR -4b ,J 6 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPT FOR LIABILITY ARISING USf_S OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN -4bN CD FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. \ \ WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE BATE 10 PLANS. -a 1 p O m � 1 S' 9' 1 .5 ' • pp �- '�I -9 5 HOOK ONE END 5 t _ . EQUALLY SPACED I r :._ 1 t �. 717 .� T-1 T I 1 " 1 - . _ _........... .... ............. .................. _ - .. _ r I r -- —-------- -lot C � s' �-- _ y I _ . . «. r a 1 L� .� 03 _ I T-r I ry --%FT CD I t `t- 1 2 . 5 ' 7-t5 HOOK (WE ENI) 1 .5 ' __ _, _.. . ,. __ ... . _ ' EQUALLY SPACED , 1 I _ „ ..... „ 0 ; i I I ; • , 1 6' b' r'. + 11 ..... ... <. r as - . - ... _. 4. a H ..3..... _.... ..:-.__......tq rte__ ..�.a-.,.... _ ... ._ _ .., ... .... -- • - _.. ♦ _..t.k.. � M V yy M ; 1 r'1 a _ ___ ... . I � _ - ' , i __ .. _ . _ _ ?-- --*--___ {—.. s...._.. +... r >~> _-�-,_ _, UL gig+ X � J _ o ch n _.,._, ::. _,...,♦. - :...s_-,.<.. ,. 93. GlSK1r.E .._ _. J ©' . iyy ..... > O r 00 CID o o J S: r°" I 2 Z a. . ._ a ..i_ ., 45 . 0 . n , C N M n � m M M m �+ ,:10 , 3 2 . O 3o m _ .o o .,.> __ .. �_ _ ,. ., ....... b -� �1 0 (A �O , c7 r� O .._. _ _. _...., , _ ...x. . _ A Lar ._._-•_+ •'_-• •--- �-.-.-- a-'--_i _�-. t_ --t--. •.+. r my 0 0 � � ( / � � ' � � � z ,:, rTl r „_.. M oco t ".. .. .,,...,..... ... .- ._ ..- s _... ,.., - ......... ..... _- .a .,. _. rn rn c D ' N S rn I 9 1 944-12 .69 5C 1,701 . 4 INV t + c7j a 2 < A ` P i _ ._ ... .. f ' I ; ; E I o 1 � I I y I f 1 NO , --t-- 1 • N 2 r + { ,. ............. I � o I 0 - E f • I I r _ . � f - P 1 _ a f i : p A __. .... ...a.. 3 ,.a. 3. �,. ' O ' r � CA {_ 1 O OO M, , og !!J►TCl1 E ST STA 9 9 7. 5 0 MATCH�L 11� a . . See Sheet g _. _.... a� �` � f o v v nn :rF • M D M ; cn ^ rn m Z r G7 l l Z N-'1 P _ _ ;........ .:.. - 4 f z co Z O '-� D i , p Z Z Z rn — o 3 Q M c- m ao w h y,., __t:... + { +' ,.,� _ . ._- .. t_._ :.. ..+_ 3> N m -< �m O c N o t+ o - ,. ,, ......... z v rn oo r M Z J m A�! 10 �r Ip,� D O NSD +....� � .,,>._ }. _ i.... t.. �Qn C t• °o MIIIIIIII J Z O� rW> 1 II _ G 0 1 O �� _._. i ,.... .__ C/0 Z a .. -�-� a D 1 -- C C 11111 �0 1.... i.. _.i:,:.,.i._>..t.:.. i...,__ .. __ 3 _ ,. _ _1:.. ,... ,.. �_ �T� .. a I� Ilh a Q = _ _ __ 4 ' 3 V! a m O {- 3 O T c — 00 • - O - O rA - r• M in 0 RE cD rt1 a . t „ N m o > 02wmzx " i 0 ox = Om n D 0 D / ' '� 11 __ M D n _. O pro m m * _ _. O — ^ In m �rn a a DRAWING NO. _ Ak -- — – '�' � CONTROL NO. 5 OVERLAY NO. 5 1 1 1 1 1 AVYUUyEI; NUfR ! DATE w DATE Dv DATE Release Date DIST COUNTY ROUTE PUS, MILES SrtE� TL-),,AL `4r�-1 �/2, tot 5 TOTAL PROJECT NO SHEETS strHeadwall or endwo// I I , tr 4 �' / 1 s 2 5 8 tot FESS _ � , 0 I ' " / O 4 t/ / �' —_ HI F. OFFICE OF STRUCTURE DESIGN w 2 s 2 0 4 / tot 5 +, 2' _ - mm 9 mIn '4 str '4 J /2 bockfcce ISTERED CIVIL ENGINEER - ' r4- I ` � 1 � 1988 � J E ROBERTS ?, 1- 8 e , tot. 3 ,-- 4 N' l8 front lace January 4. ,� , • " - +p 1, i E �"I - r Ni , 1428 PLANS APPROVAL DATE Elev o - - -- _ _ _ 4 /8 sty ,- --- _ - -- _ - _ — '� � , 12-31-88 1 -- - ?o _ - 1 - '`4 / tot 5` �2 exp.it filler both faces E><p. E I I rl t- 2, " N ,Q iQ r r �l�tF OFCIVIL �►��EO��\' N I I S/O Of fill E/ev o a / x � filler B B 1 2ep 1. e , I �' / • , I ` ` `4 '�3 (•I/2 or channel N /r / 3 9 1 /y - I E 3_,gn I way• 1 Slope apron I `4 /8 Fi/let= /p 1 2-6 N to match chonnle/ _r ,j•''4---� 3 9 � N F.L. I I 1 1 40 I I 2-6 .g 4 /8 I FL. sty bockfoce /g • V I I I V Const jt. 16 0 I / � � 2 4 \ � � /8 front face, bend o + 41* /8 max Detoi/ E 6 Const ft. F o -- - 2 6 into wo/I or apron. r r "4 # /8 max. TYP/CAL FOR MAX/MUM N > /O a c Slope varies, / / P heod�,�a// i Cut-off wry/l " TYPICAL FOR MAX/MUM 'H"< /0 ' to flat (� 2-`4 if alternative bottom is used /-O cut-off wo// I 6, (Q heodwo/l N PART LONG/TUD/NAL SECT/ON /'O"cut-off wo// and C��% . AIfernotive bottom of t*ut-off wo/l. //p exp. t. filler Q F.// t2 , TYP/CAL FOR MAX/MUM 1H" >/O� TYP/CAL FOR MAX/MUM 75/"<_ /O� }- e , curved I i to notch pipe '4 ' Note RCP shown . Metol pipe similar except eliminate the ex onion oint anon use hook bolts (P /9"; spoc�n wingwo pe `\ "4 dowels L /2". Length f 2"cl END EL EVA T/ON — p / 9 Size and length provided by manufacturer. L\ to notch fi//et frons 2 C/. �4 9 x 4.4-W/.4KW/.4 welded wire /f at upstream end, fillet is not shown 2!0" 6/, 0 4, 2%2 c/ `�,y Ilk \ r fabric. wa// Extend spOcers 2� • Into heodwr7// or endwa/l. W/THOUT STIFFENING BEAM Apron _ SECT/ON A -A NQ w SECT/ON F F __ � '4�' P /2 '4 cuI Match bock fore of Match bock forr of Pipe wn// See toble below wdr ed win Ivo// or 9"min I I I warped wingwo// or 3 8 p g I •/ " Stiffenin beam For transverse reinf O I 9"min2.t' g \ � � �� i Extend wall spacers —, " N in warped wingwo// vl ��ricof %,Hent =i== 2_'0A` s r /r i into heodwo/l or endwo//. �/'0" Leve/ For number and size of see Tob/e be/ow. v, I /-O I Rotote �f necessary. / bars see Tobe below. r =� _� Q y Const. t. / N Extend and hook into /� Slope varies .� , (Neo'r spring-fine, e/iminote fare / E ev o , cut-off wo/I and heodwo/l \� o �,� 1 extension and ho rear e f tension l Warped wingwo// "/2 dio. C/. E �, , outward, posslb e I - _ g N or endwo/l. p - _; _ d of fore I min w o o �� I - I Filler, both sides of / min 6 f � ement �� - = I _�F upstream end, SECTION 8 -8 N _ �4 spacers F /2 �I o� .� x �, _ ,i I for o// H s . Toe of slope '4 jr 5'O• dowels 'Q 12//ctis.: T 4 /811� ° �� " %2 exp. it fi//e�,, EEssi �, o lg AL TERNA T/V E W�4 RPEO W/NG WA L L19 4 L��'. -- •'_ - Q� c L �,ne H m x > /o -0• �o Q�° _�? F y�y t Use where oddifiono/ protection to toe of //4•for max "H" <_ /0/ t.f PrP , � - C ; C ; , v�� .4 � /8• o P. KING Z o S embankment �s required. /f of upstream end, _ 2'O" for max �N" > /O' t ,' ; No. C 041341 g d U& fillet is not shown . SECT/ON C C ,tea Q •4 P /8 _ qA5*W 6 EXPIRES W � =o= Where obroslon Is oaf/c/pored , Increose apron ° i� � I - - -� o, � � . ' - /, CIVIL j �! thickness to 7 min to provide 2 min. reinforcement coverageOF s U o WARPED W/NGWA L LS �� - Note Elements para/%/ / ` ; 4 -14 � -__ I to Cut-off wol/s ore I N _ g IyAL L D/MENS/ONS AND REINFORCING S T/FFEN/NG BEAM D/MENS/ONS AND REINFORCING -' -- - -__ i straight line. - - i -- -- ---_ _ W ► - -- --- - - - -- - - - 1 Dim. is / 'O" where HS /O oc W o= E/emen f N Nw '�' r r r /!� / o s," l H 8 ar less /O /2 /4 /6 /8 20' l�" /2 /4 /6 /8 20 25 30 35 40 or more �, e%'rnPnr �/�O" Dim. is 2'0" where H > /O _ _ slope max �, t- LLy2 r DETA/L E z m X� Front face reinf 4 (a /2 4(d 7 5 0 7 5 (a5 6# 6 7# 7 7 R 6 6 No beam. Place 2- 6 in each � W Z 2 _ i //4 :/ **4 r r r � � n > d Z W Reor face rein f. (•) l2 4 (d /2 4 #/2 4 0 12 4 (a l2 4 (� /2 4 0 l2 8 face along top of W 3 W �► ~ N w , N o Toe of slope _ Front face reinf. 4 0 /2 4 0 12 4 # 12 4 0 /2 4 (d /O 4 (� 8 4 $ 6 /O wa/l A = /-0 a PLAN �4 / Reor face reinf '`4 (o► /2 r4 p /2 '4 0 /2 r4 (0 /O "4 0 7 r4(0 6 r5 0 8 /2/ 0/B•- 9/o /A"_ /'6" � \ EEi 'v r r r A>< r -- ---/ r • • / // / " DESCRIPTION OF REVISION DATE CITY -W�=_ •. Front face re�nf. 4 R /2 4 (d /2 4 (d /2 4 p/2 4 (P /2 4 (11 /2 _4 A /2 14 To 6- 6 B = /-O A = /-/O � APPR. a�F ///4 / w +r I► M • r / M N r // N :-=� - Rear face reinf 4 p 8 4 R 8 4 # 5 5 � F 6 0 7 6� 6 7 0 6 /6 Tot 6 B = /- o A = 2- o CITY OF RANCHO CUCAMONGA ��t�� /� N /I // /I N M // rr / r /I N / w Toe of slope = N D of Cut-off Wo// 6 6 6 7�/2 8 9%2 // /8 Tot 6- "D - 8 B = / -6 Ili' Tot 8-'9 h= O t J N N N w w // ZOZW20 U=W ¢ W Pipe Culvert W==o s D of hie odwo///End wa// 6 6 6 8 9 O Wy"jo�m W W Notes Wo//s designed for 2 surcharge ; earth load = /20"/cu. ft. ; equivalent l/u�d pressure = 36 "/cu. ft. W Vory r0'1 of worped wall uniformly from thot at Cut-off wall to that at heodwo// or endwo/l, for max /N" > l2' . Head�dvallS, Endwal►s & Warped Wingwalls �"¢ Dimensions "L" "W;' "H" "M' "N" E/ev "o" 'An /e of f/ore and end :Llo4e (os o / J ore shown on the /ons . Caltrans Std. D86-B Tract 14379 Z_ rny¢o APPROVED BY DATE! H=O w O W �fA OuaJ W J oN ¢ ; CITY ENGINEER R.C.E. 24953 _ o 2 h ti N=U W ¢¢Z= =W« DESIGN ECO f MENDEDf ♦S U ¢O =2951-'t9 RJS :j G a. +. I a=�J=� rig � � = consultants, Inc. `N Z ¢ W W O = DRAWN 1355 E. Cooley Drive•Colton, California 92324 SHEET 0 0 0 o i 3-p (714) 825-2127 p_ ML-LM-SAS 11 of 11 Z V H=_;Z y J t O y 0 o O W O W O Z y y`J=UCHECKED R.C.E. N0. C041341 DRAWING N0. ELY DATE 1 z�'4�� FILE NO. Tract Sheet 13 of : �� = tJiA vviN6 N<, 1 'gZg 5Q l 1 - (,()NTFMt IN 61 - '11js OVE tit A r NO Release Date General Notes: CONSTRUCTION NOTES AND QUANTITIES: l21 /9d -- 7 O 24" DIAMETER PERFORATED CMP INLET PER DETAIL D-1 (SEE SHEET 9) 1 EA —� - - -- 1/Lg 9� ] 1. Ah work shall be done in accordance with these plans. The City of Rancho Cucamonga Standards 55 VELOCITY DISSIPATION BLOCK PER DETAIL E-1 (SEE SHEET 10) 1 EA and the Standard Specifications for Public Works Construction - current edition. Contractor shall be L Storm bPlans for familiar with and shall be responsible for adherence to these standards and specifications. 5F TRASH RACK PER DETAIL F-1 (SEE SHEET 11) _ 1 EA / 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire57 INLET STRUCTURE PER DETAIL G 1 (SEE SHEET 1 1) 1 EA hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas 12/2o/g2 ] where improvement work is to be done shall be removed, relocated or protected in place as Tract 14379 O 60" RCP D-LOAD PER PLAN 776 LF required at no cost to the City of Rancho Cucamonga. 62 CATCH BASIN PER STD DWG MODIFIED PER DETAIL U (SEE SHEET 2) 1 EA 00 3. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to 67 TRAPEZOIDAL CONCRETE CHANNEL PER SBCFCD S.P. 192E DETAIL O any encroachment or construction within City of Rancho Cucamonga easement or right-of-way.C LINE 13-5 (SEE SHEET 15) 828 LF L 4. All sewer, water, electric, gas, phone or other utility laterals, mains or crossings shall be SEE SHEET 4 G8 RECTANGULAR CONCRETE CHANNEL PER DETAIL N (SEE SHEET 10) 79 LF Cconstructed prior to paving. LINE D-4 5. When improvements are to be placed on native soils which consists of a rocky material. The sub- SEE SHEET 4 69 WINGWALL PER CALTRANS DWG. 084-3 DETAIL M (SEE SHEET 12) 51 LF ] grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids LINE D-3 LINE D-6 LINE D-9 7a 45" RCP D LOAD PER PLAN 533 LF or depressions shall be filled with a fine grade material of a quality better than the native material. SEE SHEET 4 SEE HEET 4 SEE SHEET 4 5 42" RCP D-LOAD PER PLAN 610 LF 6. City approval of plans does not relieve the developer from responsibility for the correction of error San Carlos Court Del Norte Place Lot A and omission discovered Burin construction. Upon request, the required plan revisions shall be 77 30" RCP D LOAD PER PLAN 290 LF g LINE H 27 28 36 37 38 I 23 1 4 5 t B LINED 7�8 24" RCP D-LOAD PER PLAN 256 LF promptly submitted to the City Engineer for approval. SEE SHEET 5 29 35 22 21 18 17 16 15 13 12 S E SHEET 4 19 7. Work site and exterior streets shall be in a neat, dean, hazard free, orderly state, throughout 26 34 20 3 6 O JUNCTION STRUCTURE "!R' PER STD. DWG.6W :3,31 1 EA construction. Site shall be cleaned upon request of the inspector. 30 33 1 �' S. The responsibility of adjusting manhole or valve covers, paving repair and paving replacement in 25 ►tura p ve veil 2 7 81 d�d£�4@M STRUCTURE " " PER STD. DWG.r693310 3 EA p 7 connection with sewer and water, gas, phone, electric or other utility line installations will be the 31 24 25 26 27 28 JUNCTION STRUCTURE PER DETAIL I (SEE SHEET 2) 1 EA N5 s 8 g 51TIQN 9 10 j 5 82 responsibility of the developer and shall be accomplished in compliance with appurtenant 24 29 4 9 A �9- 32 � O MANHOLE " " PER STD. DWG. 319 2 EA ordinances and standards. 23 i,�i7 33 32 3 B8 9 10 UNE D-7 1. 9. Any contractor performing work on this project shall familiarize himself with the site and shall be 3So Ofr 30 2 66 ;� ss 78 /�� J SEE SHEET 4 O MANHOLE " " PER STD. DWG. 321 2 EA solely responsible for any damage to existing facilities resulting directly or indirectly from his 16 1 O 77� 1 7 O CONCRETE COLLAR PER LACFCD DWG. NO. 2-D393 DETAIL J operations, whether or not such facilities are shown on these plans. LINE H !tu a 18 65a<< 76 J 12 // 9 (SEE SHEET 10) 1 EA SEE SHEET 6 22 21 20 19 15 48 70 O 13 / t 10. Contact all utility companies as required, 48 hours prior to excavation. r45 44 43 42 X49 64 17 7�Q, 14 // 8 Cj0 LotC 7 CATCH BASIN I PER STD. DWG.6A4 300 1 lit=4* V T HJ IFF el k 3 EA 11. Estimate of quantities is provided by the engineer only for the convenience of the developer. The 12 14 63 74Cja 15 ,/ 10 Jaa 88 CATCH BASIN I�4 PER STD. DWG.345 301 H%4", V+w ?rIz 1?LAi,4 7 EA contractor shall make his own determination of construction quantities before submitting a bid. Any 8 10 11 46 41 050 71 73 1sa� 11 � 4item of work required by these plans which is not specifically listed in the estimate of quantities shall Ca["9 e! o s D 've 13 92 HEADWALL AND WINGWALLS PER CALTRANS DWG. NO. D90 2 DETAIL G be considered as included in the other items of work. s2 g CO Q) 72 �� 12 �_ (SEE SHEET 16) 1 EA 40 �51 17 21 20 O 12. City approval does not include water or sewer system and estimate of quantities. `II 47 18 � 13 � 3 ®3 42" DIAM. PERFORATED CMP INLET PER DETAIL H (SEE SHEET 10} 1 EA PROPOSED 7 6 5 4 3 2 1 Q 39 52 61 S 60P i5 19 / 22 19 0 94 RECTANGULAR CONCRETE SPILLWAY AND OUTLET PROTECTION 13. Compaction tests of embankment construction, trench backfill, compacting original ground and all DEBRIS/DSES LTING 36 / 23 14 2 — N — PER DETAIL K (SEE SHEET 10) 1 EA sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with 35 53 these compactions tests shall be submitted to the City Engineer for approval prior to the p placement SEE SHEET 7 TEMPORARY LIRE O 37 38 55 56 57 58 20 �A � 18 150 1 95 TRAPEZOIDAL CONCRETE SPILLWAY PER DETAIL L (SEE SHEET 7) 1 EA of base materials and/or surfacing. TEMPORARY DETENTrON OMIN 54 21 t 24 Q 17 516E 511603 a ML?9 16 W LINE C-1 O 36"THICK GROUTED FACING RIP RAP 75 CY 34 a bri riv 22 Ba m Co rt 34 SEE SHEET 2 0 6' HIGH CHAIN LINK FENCE PER SBCFCD S.P. 151 B (SEE SHEET 13) 1,905 LF 33 32 31 30 29 28 27 1 26 25 24 23 1 25 26 27 28 29 30 31 32 33 �„ — 250, , O 16' WIDE CHAIN LINK GATE PER SBCFCD SP 151 B (SEE SHEET 13) 7 EA Lor A — Private Engineer's Notice to Contractor -- -- --------- -------------- _-- - ----__ _ - _-- • — 99 3"A.C. OVER 4" CAB PER DETAIL O (SEE SHEET 5) 46,900 SF N— -- —�— —� -LINER LINE ASHEET 2 0 BREAK AWAY FENCING PER LA COUNTY FLOOD CONTROL DISTRICT DWG. Contractor agrees that he shaM assume sole and compute responsibility for job site conditions during the SEE 24TH STREET LINE D / I r_ NO. 2-13447 (MODIFIED) (SEE SHEET 14) 50 LF Prof 9 safety Pe property, q STORM DRAIN PLANS SEE SHEET 3 LINE HE � course of construction of this project. Inc{udin sate of all persons andthat this requirement Q - - LINE 13-1 LINE 13-2 SEE SHEET 2 ro o1 SLUMP BLOCK PERIMETER WALL PER DETAIL A (SEE SHEET 10) 965 LF shall apply continuously and not be limited to normal working hours and that the contractor shall defend, ]` SEE SHEET 3 SEE SHEET 3 � indemnify, and hold the owner and the engineer harmless from any and all liability, real or alleged, In l ndex M ap 3 CONCRETE BLOCK PERIMETER WALL PER STD DWG e+4 (STUCCO FINISH) 260 LF connection with the performance of work on this project. UNE C O CONCRETE BLOCK PERIMETER WALL PER DETAIL A (STUCCO FINISH) The contractor shah be responsible to report discrepancies in plans and/or field conditions immed�atety to SEE SHEET 2 (SEE SHEET 10) 335 LF the design engineer for resolution prior to construction, and shall be responsible for discrepancies not sc> O COMBINATION PEPIMFTER/RETAINING WALL PER DETAIL B reported and resolved. (STUCCO FINISH) (SEE SHEET 10) 70 LF s os SLUMP BLOCK PERiMETER WALL PER DETAIL A (MODIFIEq DEEPENED Engineer's Notice to Contractor. FOOTING 2) (SEE SHEET 10) 530 LF NOTES: LINES A, A-2, D, D-1, D-2, D-3, D-4, D-5, D-18, D-7, D-S, D-9, H AND 0 HAVE NOTES: PORTIONS OF OR ALL OF CONSTRUCTION NOTES ON THiS SHEETO TUBULAR STEEL FENCING PER LANDSCAPE PLANS. 200 LF The existence and location of any underground utility piipes on structures shown on these plans were BEEN CONSTRUCTED PER IMPROVEMENT PLANS FDR TRACTS 14380 AND 14139. HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR obtained search of available records, These locations are approximate and shall be confirmed In the DEBRIS DESILTiNG BASIN AND TEMPORARY DETENTION BASIN HAVE BEEN CONSTRUCTED TRACTS 14NTS AND 14139. CONTRACTOR SHALL VERIFY WHICH TRAPEZOIDAL CONCRETE SPILLWAY PER DETAIL I 1 (SEE SHEET 9) 1 EA by aPP � IMPROVEMENTS HAVE BEEN MADE PRIOR TO BIDDING. field by the contractor so that any necessary adjustments can be made In alignment and/or grade of PER IMPROVEMENT PLANS FOR TRACTS 14380 AND 14139. SEE CITY E wvGc� proposed improvements. The Contractor Is required to take due precautionary measures to protect any I33 CONCRETE CUT-OFF COLLAR PER DETAIL J 1 (SEE SHEET 11) 4 EA utility lines shown or not shown on these plans. Q CONCRETE CUT-UFF COLLAR, PER DETAIL K-1 (SEE SHEET 9) 2 EA Boz Contact the following as required, 48 hours prior to excavation: 13 MANHOLF- NO. I PER 5TO DWG NO 31$ i EA °�W Southam Caflbrnts Gas Compsarny: oiFESS-, 2191 East Birch Street Q� p`4Z Z " ."W Brea, CA 92621 ry ��'"�Klwr t N s (714) 529-2889 (714) 529-2070 STUDIO RT P. KiNG W o: ENGINEERING + SURVEYING o = Southern Caftni r Edison Compt�ety 701 W. GRAHAM AVE.. SrE. D N0' 6 °�` No.C 041341 1351 East Francis Street oma. a-no-go < a � : Ontario, CA 91761 LAKE ELSINORE, CA 92530 cnnL = 4 : o (909) 874-9800 EXPIRES. W o W (714) 966-5861 CIVIL_ r� r ka W j Cucamonga County Water Otetrict ql£OF Gh'4n ` & I a,_% 9641 San Bernardino Road o W o Z V) Rancho Cucamonga, CA 91730 o N (714) 987-2591 < Zm=< Q o�=N General Telephone Company 280 South Locust < W p.0. Box 2920 u " f 3 o Pomona, CA 91766 v ' (800) 422-4132 DESCRIPTION OF REVISION DATE CITY APPR. s POCMC Sep Compsny rs 3939Coronado SStOr�et Anaheim, CA CITY OF RANCHO CUCAMONGA - (714) 999-5&39 - _ 01 tro Water 01~ Storm Drain Plans for Me "ton Wa �o K 1111 VQ Sunset Boulevard P.O. Box 54153 Los Angeles, CA 90054 Tract No. 14379 e 213 250-6432 o _ Contact Person: Art Knoop W a r Q �z a`_= APPROVED BY DATE 0y� �W z o=�=a o CITY ENGINEER R.C.E. 24P53 DESIGN _ RECOMMENDED RJS _ consul s, Inc h: WN 1355E Cooley ve•Cof California 02774 SHE E 1 ML-LM-SAS t714 s-2'?' ' [.JJ� _ OF 16 J `O0 0 f =�oa N n` J z U y iocaffon Map N.T.S. CHECKED R.C.E. 0641341 DRAWING NO. ELY FILE NO. Trt.^f Shc-rf c 0f - DRAWING NO. >� CONTROL NO. -7 + OVERLAY NO. d5f 7/(i 8OAT[ .r _ -_. DATE BY DATE Release Date Bench Mark No. 148-B o /Zl / 90 ( { �" ; Standard Brass Disk in the " comer of a 4' I 9 ff by e f 8 foot dro in-box for drains culvert at the NE drainage comer of Highland Ave. and Etiwanda Ave., 66 /Z �o/9D I a ti w 6 I bet north of the C/L of Highland and 24' east of the C/L of Etiwanda. 3 1 F I . Edon = 1432.612 tDE1brT Ta A I 20 2 I 12/ /q - --- j : Mt�CT .. _.. .,. , ,____.,. .__ ......__....... ..� ... .. _. _.. ._. o .._ .......�Q� ._... . ......#t$f J _ ._...._.. .... _.• .. .. ,,..._. .._ ...,_..� .B NO 20$ SLOPE � ` >Ri�Onxr. .w.-..�_ c 2Id f 6 / j � �� .":....71•'96 �..,,,___ . � '� r, • '' rr N -4 t ko.as a� . i4 1� i F3 L) ►] N. i !s ✓ I a z �,` �S �-,It, t oa CCB 10 .23 U P R TII3 LI1tG 3a4 1 cn T► D I IED POR � , e(W) d=7o 4t TTOH 019CHlAR61; I F UarJ ISG c= 6%1 - 1670 t /hti LIN11: B. °^ e$ 4 Eli _ EM)✓FT - } ' c N 1eA © H I 24 RCP ` I CT�ASS 5 0-C 3254 CONC '7� - /YI�'E L� 2 f I CAL �• O , ,R . ,o ; $-0.3367 t f -- - - $4 RCP f PO NT /Ei� N a° ry D-1500 ! k� ¢ct.V)+r�< = A� 7 � 8=1.00 �" o fi �" noo Q� Q(100)R 10,0 cps Off` Cve ; Q(100}= Il l + m `� °° g 4[aml A��a _F�iv�l ce"o_ ' 6 Y(10 4)« 3•y F � _�- - r►a.,s _ — Y(100)= 1y 1 ��5 4 I � >.� s ecs . - I , /� 8 7 i : .. .� •`fid _ �,4,. 0 i Q Uev7 N4 x �?' iLII�1E C-1 I 5 0 / t raTER/01 - L^o ," c%;� A'#L = i7.s --- t Q4' RCP s1.4 j / i 9-0.7970 b 4 - 4-50 j D-1500 � 6 0 �'�` �h oG N I7( 100)= 94 CFr Qvar� trot`= cn.c ' xx 'Y J 1 , 5 9 5 I $6 t C •60 RCP 40 +ton yah ! _ 7 I . •. >� 0.0561 j^- q >� 1500, a i✓ ; v '3268 .f Dt11 I ,r o+ x(100) X•y Z"FP3 �` ' r , 10 29'.22 ' ( f.9ff' q's l rig. & Veit, S5 bo opo 5. i I +� t. e N N i 14CiALE:, N Line > aRiZ. 1'`' _ 4 ' O c '"' 43 '70 LF 30 CP D-IES D- 500 } j L/l'�+e s'3 0101 �1 ^^ �r i o Q(100)=1p.vci5V(100)= 22,8 F Lfil L/� + 'PIIiCK WALL i VEa $ \ �78 _ I c 1. 79 IMF 30" RCP -1500 s 28 00 24' II'CP'Q(100)= 8,3cP1Fv 100)- /0,0 f� Q� ioo ,= �� . �5 2 38-1 4 ��LL��SS V(100)= 111,8 FP5 �tf 4 AYG 06 0 Bahama Court 69 �' '406", 1 k99 • -1 0 l0 4`' y CONSTRUCTION NOTES: i 6 �, G 87 PROTECTION BURS SHALL BE 1' • '►. f, z 2+95.77 _ b S" t' �o ly,l DIAM PLAIN STEEL ! 6" OC.1�1 13 ^b• �' �.' O CATCH BASIN PER STD DWG MODIFIED PER DETAIL U 1 0 2+88.36 EC a I = 15 14 GIS, ,do's x9'1 •�O� + ^b. • V~!b 30"RCP D-LOAD PER �/IN 24"RCP D-LOAD PER PLAN u Er 8 S� s16 s132 •21 i� 3' 4v ® JUNCTION STRUCTURE 1- PER STD. DWG.389 "I H w En 2+63.53 C/L YNT IIS co 5 `60.00' 72.60' 37. 63 ' L=34 . 83' L i�Tti4 I �y ao 0+00.00 LINE. � 9 '�O erg ii// I ^�. JUNCTION STRUCTURE PER DETAIL I L 2 Z 35 MANHOLE'1' PER STD. DWG. 3cg 9K 1 000, 1 ago oaa a H \ 2 --— I'IlaT-•C�i— —— — — — .�—_——— �� 41 CONCRETE COLLAR PER LACFCD DWG. NO. 2-D393 DETAIL J (SEE SHEET 10) 1 � � ZN --- 2+22.98 C/L INT JS _ N00°35 '50"E` 8" WATER Easf6v-r7oo-kWrwe �� " 8 8• H o z 1 Uj 1-4 a 0+00 .00 LINE C-2 + 9,SSC _ e' °- 0 W al � to °w 77 --———— ———— —611 SEWER = a" CATCH BASIN!> 3 PER STD. [nMG.3At3oo W J W r 04 a4 s�R /L CB NO 3 (R) S40005 ` 23 3 0 31 A ti 6- W=8 .0 V=4. 02 H=♦ p = Z 1 o L - - - _ 6 6 9' \ a °a NOTE: USE THICK WALL R.C.P. WITH RQF ESSI z S S< %0 w ,•il `'* 67 . 0 3 ' 4 7 . 5 0 ' L 1 ( ': I 1 A MINIMUM 2 STEEL CLEARANCE Q '4� e. N a CL 1 / 6 1el = ~W I x " .otil / H LINE C 12 4 3 5 9OD — �-- _ ---/— —� i ^o �� ON THE INSIDE SURFACE. �4, °� E.,I a w0 / z S49055 '33 H L— — — —� P. KING < 'C m x I u 'r 7 4 6 78 c a s N o ' ' N�K1,� No.C 041341 �° u 2_> �I 8 80 5 rn 4 a W J 0 I a STUDIO 7 �`� EXPIRES V� L N = `<g i a Vi'Aso , �+b 55�° 04 LNG�INEERING + SURVEYING �4ae CIVIL O - 05- 1 4),o`,y0 � �� F-1 14 7LAKE ELSINOR�E�CA 92530 AVE,STE. D EXP. a-3o--'e 9 OF CAO W && V, k0 � ti C. Detail v O H °W2 LINEIC-3 8 'S� "� v � =m=Z N89024 '10' ,o ti � o v1� " Catch Basin per Std. Dwg. 594(Modified) (�) 674-9600 NTS 300 Z Q 01 < I I oj'�00 O cv = 5 1%, O > > dar"' I v Ox OO. < W`sl I �, Ox Ox, Ua: 3a I TY 43+ . .7 o CONCRETE V-CHANNEL DESCRIPTION OF REVISION DATE APPR. + C/ IN PER GRADING PLANS _. _. mWo= ST STA 36+1,5. 25 - - - ,. CITY OF RANCHO CUCAMONGA D `I`Y I ST STA 36+47 . 51 C/L CB NO 26 • RAIL V W=4 ' V=6. 37 ' 62 EQUESTRIAN T =�o=W� 0+00.00= O U S W Q Q I h==ods 3+46. 36 C IN -~ ST STA 36+5 . 64 Z an an Profile or coWo>_�>< I I LINE B �C�fA�W o= W I N44.41'54"W O Centerline Cure Data: Lines B, -1, -2 and -3 =O W O o W t Q`¢_ No. Radius Delta Length Tangent Tract No. 14379 O p=U t _ ��W 0+10.00 G N V W x 0 = „I�a¢�� 19 45.00' 90.00'00" 70.69' 45 .00' 61 300.00' 37.43' 16" 197 51' 102.48' APPROVED BY DATE CITY ENGINEER R.C.E. 24953 .o o o so Storm Drain Curve Data W>==aW 1 = 40 _ DESIGN — -— s c o I e feet NO. RADIUS DELTA LENGTH TANGENT RECOMMENDED O h 2 O G D RJS = _ _ 22Z > W a 2 45.00' 17'42'33" 13.91' 7.O1' = = COt1SU) s, inc. aa�:�� 5 45.00' 31.37'10" 24.83' 12.74 DRAWN 1355 E. Cooley vs.Col California 92324 SHEET Ooo�oi3W+ = y=;2 H ML-LM-SAS 4 2,2� 2 OF 16 CHECKED R.C.E. 0041341 DRAWING NO. < =o=o�W� ELY E �/L b FILE NO. /454-—D W O u. 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Q rn m m 1 --� Z iii C -mak -n I„ c0 � (n (° .... � m �. _ DRAWING NO to, - - - -- CONTROL NO OVERLAY NO i3t�ybif�4 111�+ Release Date 50, 140 - -- -n -- - 15' _ 6'Ig - _.. - SSI - i l � 14 - — ! >El, ; , 11 0 011 CNAiN LINK FENCE 12 ....., 11 2-R4'6 2-M4 S ..�. �. ..- .. .._ �i //1-1 6. 6-6 6`t „_....._M...._. 5�5° 1.5 55 E w \ o - _......... _,,. .,._. , ...._ ,t� __"Cf 11Jr.00 F 4-h �9� — — — VARIES 3; - �; * CONCRETE SHALL BE Soction ��,` \``-• NOTE: \ - --- -- 1 ►� .n CLASS 680-B-5000 3:1 (MAX) SLOPE �,.- - � ~' 7j 30 A ALL PILASTERS TO BE CUL'T`URED\STONE ' / NEER (ASHLAR PATTERN) UNLESS OTHERWISE ... N^ � „ r �� /�j� 103 NOTED. C I2/'1o/92. SECTION DB4 I BASIN BOTTOM `'"y--•--•-_.-__-.-..-- •-'-"' --- ` 1750 .'�.-. /Iso ":' NOTE: ��• ' . .` _ _ - _, DP?BRIS BA3�IN TO BE MAINTAINED BY - - / o C "�. -�„' '~ - 9 t.J /711 ,�� DEVELOPER UNTIL RECORDATION OF TRACT VRR1E3 BEV • I Z. i' --r-~ -""�_ .•,. t ~ S1 4"( � 527 . c a -,..... 13 B*S / 5S CMA/Af L/NC FENCE TGBULAR SR°EL r .� „1 ,) ...myL O� f EX/ST/116 d?oUNO '.'l r J � .. L 1 F• 1` 6 X 6-6/6: w.. I D - - - -- 1 �-- —+{I ` -t4'S / I 3=I CwAX) p l2'• Two;8 '� SECTION DB3 3 '� }��/ flo yj g .�' "E.w g8 ` "C. _ 1 SZ-Oftw o \___140010, , _0010,1 C 6 70.00 ` '� g =8 3 _40•t tom. _ e - GQ► Jti4 44 �i X14} L=10.46" > - # J ` �7 �. heti l _ P 4w j .... ry F y�: BASIN BOTTO!! s e ......� 4w .... .. 00 v s 4...A'" _ j -_....... . .. Trape Idat Goncreto S '11wa ,� _ A . ,! Y BOUNDARY 3 � TRACT BOUND �- .... , O �' y N.T. _ . \ f .. , 99 f#' Q 4 �S1tti � � o0 01 4 291 ,' '`�., '\ � ♦ v ,...r,41-.1y �� • ` { ��`b�(` .. 55��8'7.9'i� PERIMETER WALL r r 1 3 159 16 w ` ' 1� �`. ' XISTING GROUNZ o _ _ Ile- , 'o V4 U . f9 7 DB2 - f-\., ; �, x is ._._ _- SECTTON o 96 , BASIN BOTTOM j f # 0�).,1 \' 41`1 • G'1► _-__-----'---" _-- .tit' � _ , .XIST. .:�... � �` � � �� C �1�r a..�\ /, � 84. 73' — � / -4 C/L S DIS I IO 2. G _....... r ?' VELOCITY a D� JaLQCK ON _ VARIES VARIES !/ I _. ..__ (STAGQER7:`D) ; I - _ / - / -, •�`"' I 22' TO 25' 20' TO 23' .'' j �• Mr SEE. DETAIL �fa °r , 1 \ PER 0 „ , �. - z'3o"r4" i PERIMETE p h _.. ' R -_"„' '/ 1 , . \'� \, "'^--.c...,� / �., ` -- ��L . ,,,.-.....`, ;' f ..-.._.v-i O .. .. f i ...✓' � rll�2 a i ... 28' 12' 1 •. %� _ ". ' 60 DEBRIS/DES-I"LT-1 BASIN WALL Ilk HALF STREET T- 1727 // �'' \ ` ""••,.. - ...__ _. ._. _ .. j / _.....-=' I „...._. . . ', f „ �' --��`' 5.22 3 y p IN T STRUCTURE 67 r - TU E o � 3'1 (S ''' E' CHAIN LI1�1C lENC�E >1> . �........... �� 24 .S.TREET STORM DRAIN _. Lp VARIES 1 F` 8 / � � 3 3:1 ( ) PE) ,r,.� TO -B$ .-c6NSTRfJCTEI}' /f „.. M S SE AIL E � e / 3 O 11 MAX \ „„.. _--. _ 3:1 �+y ., ..- --•'•�- . N E DET N o0 ” heet 8 O, J Tf BASIN BOTTOM W/BREAK AjaIAY PO i \ '„ - # `,. 1 10 , VARIES ACROSS SPILLWA ..„ All! S'5 7 TO „ ., „.. .. i t 0 SECTION DB1 _w_ .._ _ ,._..... �i (.r a0 I LWAY ' 3 0 . _ r . , w . . .. ,� .' --...._.., s ole feet- . p;p ij _ , ,3. _ 53, x._. 5 T F / , Z v, ` PROFILE SCALE: _. .. .._.... - _ „..._ , ' F "-, /71 \y Seo ..__. • t 20 VERT. No 34"W\ „........ R j g o= / 1 4• 97 6 !t� 1.14 `! r 10 7Z ti XD2 10 o 03 . , 1 h � ' - W J r s - .� L R/f5 3*1 (#7i9 X) N89 24 10 / 40 i Z `sTFZAtT BOUNDARY < _� F - o o s1 o=d ` F - �•`'4� ., �"�F ��k 1a. 141 F Sc.00 j_ _.. Q-87'3o'�f ow t ,� 11 sok ti 1 _Z m �, tl h� i1t �`c to s �►: �� ra ate.. h F o _"_'� u o z ,, ; `^..t" _._..._ ��' fF� 4 \ 10' ��` ` _-.... RAD. �► �� PR4P03Efl STO _.._._ o o \. _. S t 1 �vF ......_ �t 1" TEMP. BASIN C \ y W W m<a f'�/ i ... f W fes" �.T.r- DRA I oc 2 Z m CONSTRUCTION NOTES: O W0!5. .. ...�--- m. _. Z = o W W WINGJVALL PER CALTRANS DWG D84-3 DETAIL M (SEE SHEET 12) i % - ----• _ .' f /` ,�_ - �.�1' Z =i !i4 RECTANGULAR CONCRETE SPILLWAY AND OUTLET PROTECTION PER DETAIL K % i `"'„ - O < (SE= SHEET 10) ^ _ _ ,�z, - a. v)W t 95 TRAPEZOIDAL CONCRETE SPILLWAY PER DETAIL L Vr ® 36" THICK GROUTED FACING RIP-RAP \`- �...„�` l�~,!, t �~ � ~ -�~• ” ti , 97 6' NIGH CHAIN LINK FENCE PER SBCFCD S.P. 1518 (SEE SHEET 13) _ _ _ o= P FCD SP 151 B SEE SHEET 13) ''.._ j ` ' '" DESCRIPTION OF REVISION TR 0 98 16 WIDE CHAIN LINK GATE PER SBC ( � _. ...---- /'''� DATE o=W a 3" A.0 OVER 4" CAB PER DETAIL O (SEE SHEET 5) CITY OF RANCHO CUCAMONGA BREAK AWAY FENCING PER LA COUNTY FLOOD CONTROL DISTRICT DWG NO. 2 D447 (MOD FEED) (SEE SHEET 14) • ogS W =o= ® CONCRETE BLOCK PERIMETER WALL PER STD DWG 9t(STUCCO FINISH) Debris and Desitting Basin W= _ o W g = to CONCRETE BLOCK PERIMETER WALL PER DETAIL A (STUCCO FINISH) (SEE SHEET 10) COMBINATION PERIMETER/RETAINING WALLPER DETAIL B (STUCCO FINISH) C* = (SEE SHEET 10) �O QROF iDhgl or ` y= W tas SLUMP BLOCK PERIMETER WALL PER DETAIL A (MODIFIED DEEPENED FOOTING 2') _ (SEE SHEET 10) Trent No. 14379 �KI#4 ERTP KING o o W a tos TUBULAR STEEL FENCING PER LANDSCAPE PLANS. 4z'N W STUDIO 7 r =N y W ff APPROVED BY DATEi ENGINEERING + SURVEYING � EXPIRES��L�S 4< CITY ENGINEER R.C.E. 24 53 U 701 W. GRAHAM AVE., STE. D No. sae — CL o � do ¢� - f><P• % �f9 ' � DESIGN R JS =__ =jCOMMENUEU CIVIL LAKE ELSINORE, � �aa;o�� (09) 674-9800 92530 le n. `�`: _ _ — consul s, inc. � 3• C-91 ... i « z= 1111` DRAWN 1355E Cooley ve•Col California 92924 SHE i OF T ML-LM-SAS X714 2,27 7 6 J t 0 0O 0 0 0 N R.C.E. 1341 :o CHECKED DRAWING NO. i �g ELY 000- E s/s/�o FILE NO. d U N � o¢ Traci Sheet 3 of (aa r DRAWING NO. 90 - g2� �.D- !° — (�,__ CONTROL NO. �►� 79, i476 �j�� "I - OVERLAY NO. It, 1; �ql • 1ld� r Svl F.�' evck(;.FL NI'f• at DATF Fr _ DATE BY DATf �— . Release Date ._ /Z//o/ 9� I . _ I BENCHMARK NO. 148-B . , . t , t T A STANDARD BRASS DISK I NW . D 8 S D N THE . : : . i i . . . BOX CORNER OF A 4' BY 8' FOOT DROP IN !. _y 7, t r r FOR DRAINAGE CULVERT AT THE NE , I i , , 4 . . . r ; I }} I CORNER OF HIGHLAND AVE AND g 1 ! . I ETIWANDA AVE., 66 FEET NORTH OF THE i . _ . . > . . . + � ! . • 1 f C/L OF HIGHLAND AND 24' EAST OF THE i . , I E , F IWANDA. , a I , , , CLO ET • , , i + : 1 , < . + , . _ : . . ; . ! I : 4113 91 1 ELEVATION 1432.612 i i 1 1 . . . �o! 2 12/ 9 ; . < - i . : i I : . , , , < 1 : I _ I • i , , i i J lTON . . , . I , . i ° « • r 7 4'I RCS ; �'a.� fp(nb) . (1,100} 2 !$... �= < _ I I a _ _ - - - - ( 1p0),:1 •4 FSS I ,�>�oj IK I . Q f 10 a . - , f ; Av fr t z sty,' c� I i , _ I I til . 1 i I . . ; ♦ . — . , , i . . a . . , ! Y s , t I -r I I 1 1 - I *� , r� 1 . i > . I I . . < i . , , < a . . , ; . , 1. : , • < < ; . 3i �—W- 11 x— : 1 I ! 1 I r : -I NJ i < . . , . r _11� � I * . I m I I . I . . . I , I ; ; 1 i - - I � - I '� : ; , X I:S T 1 NG- GllOuND : , 1 , L., f t : -�.. . ��. 3 3 --i I �' . a e i -vle : • , - t I I i . : : I ! Art �,M IT. I .."_.. . _. _ , X`G� ' , < .......».., ., d. �. lL �z� �J3+ T v �, 1EAD�Frat,L Ik wXxC �,T�LS !PE1t C!►LT�tANs I - va 28.$2- 2i 1 64 .60{ D G. NQ 190-2 IDETAIta G # 3 ;- W res Q '!so 3� : . C • , 4 . . , _ i + — ! Q�+ 1 T IIS.D ft ' '� '0� « . ; ! V Z 00}- '� 7 1 — — . �. , f < i i , i . I fZ� 1 �III`_ ! I i TE�+I�a�Ry �i L; N y i I , ;S'EE 24TH StREET � . , . , < , , . - o "01 1 I I -STORY, rtv PLAx$ .I --: -, - ° : : : I 'SHEET F 4 T r3�s/n 3 T 9 1 Afrr�,N n N i OF ��Q - -- ... I . , , , , > IDU� `b , - _ _ . p b a'� I . . . : - _ - -. - .. _. _ _._ -.. f - i < , . ne, . • a , , , Y 3I A . l B OCk a < , , i . , . . L PSR DE Ai _ s DI.O 3 : , . I 1. : , _ _ : : 3 _ _ I . 3b" GROkJTED QIP-RAP < , . , . . , , T.1#10 . i _ E : i , I ! /yam+ � - < , �>r � < . _ ".",e..-4--.,.....— . .. .."......J"„---+..e.-....".,. � •ate---.,.....t-...." , ..."....s.e. IOU AF --t .yyt T I , 1 U }OF AL I a , ! . I III . , . unc - � < 10 I _ i . I , < . , • I I . . . % � . � . . ; , . - It g I . d : 1 W I I ; . + . _ . ; i . . { }� fV . , , . . i • < i O ! : • , ♦ , _ • : • • 40 , . i ., . : .:._... .: -_..A -• ... -! • i ♦ .:. , •- : : i :. a n : : • • ♦ • . > , , , J(} . .. . • > • , . • . e , • • • .• • .. , , a s a . . o 'P© * �, I . . ' < < , . , . N , • i , , . * I < • , 144 M f f • r 1 • . , . a . r , I + JW4 I ' , k : : . . -' . - I � 1 . , Wo .1 ' 1 11 IFYTIkL COtdD. Q(100:) 2�8 . CPS i _ 11 y I04 4 74 , . . . , _rt . . . . .. . - t ; YRt � . t I r � 8 Z 6 5 4 � I i 3 2 1 0 .1 1 . 1 I - ..... j i 1 CONSTRUCTION NOTES: ` I i I '^�,,,-, 1 , \\ ® VELOCITY DISSIPATION BLOCK PER DETAR_ E-1 ISEE S" FT tf ' I I S� TRASH RACK PER DETAIL F-1 (SEF SHFFT ` 1) �N I . : /I ... I 5 INLET STRUCTURE PER DETAIL G-1(SFE SHEF� }t -I-� _____ - N ® W RCP D-LOAD PER PLAN 60 - .' --'. /- ' - + - -�" ® HEADWALL AND WINGWALLS PER CALTRANS DWG. NO. D90-2 DETAIL G (SEE SHEET EASEMENT'V ftlsm�N wmp *n _.. ... -.- 18) �1t0'i'ECT I K PLACE -"' ® 3S"THICK GROUTED FACING RIP RAP . I �o ® CONCRETE CUT-OFF COLLAR PER DETAIL J-1 WT SFI ti I . I . W j o%� I t I 1 } �,�- --.._ O i0 FLAP GATE LARAt . CBISCAAE OF [!7T APiQovED Eeeu Mia " cU vers , _. m 2 5 I — G _._._ N N w H S EE' CITY' 1Mp2tVEMF'NT I Ityo ter � 7S _ _ Z "' DMl G No tyrs �q:III�� rtz T �y3��) I o,. D>! !'Fh-Tlor� ai►sI>K. = ,��;Y +t.,M,� -� < W a I Doh'ior �}r I I 1 � -_ _ 10 0 40 •O oF14 . / ' � �=�4 ��rt / r AOR c-� kh! I � scale feet ,-r,, y� r . c I. I O� _. _11- 1--11 \ .*. . KING Z . < 'Iy- � 0 O No.C 041341 V �� / 2 STUDIO 2 z I a> VEt0CITY DISE ATIOII tILOCXS �N'�'KI w _ 1. - 01 c � 4e. 14, d:_ s �� ` S 01t CENTERS P L 00 ' LL U o ` 1 - 4 _ - - �,_ Z / - _ ENGINEERING + SURVEYING _ 030 * S DETAIL O K J J" � � •: - __ �" * EXPIRES N i l z g 2 ��fPIII v \ �� -�` 701 W. GRAHAM AVE.. STE. D . Dom. 0-M-1111111111 CIVIL of 3.=m I' i \1- -/ _ - - LAKE ELSINORE. CA X2530 �,y o = S f `'! ° Iy3 --� (so9) gra-es0o CML OF Ch \i W F ,w2 .f- _ I ___'1__11"1,�,/ ' M g Z) Xy�a IIIII* A .-. .'Tam r ry Luta b,De", ()es fl 11. I and potion gz�in to be ., -� . J E dtaper. 1 1 - , l,_r i �.__-__.__ - operated and maintained _ CITY DESCRIPTION OF REVISION DATE �....__-. 4 _ f , APP R. a * ___-._.• _ - Y��o� - I W_ aW. 'zg---=e IN - �)kz___ I - 1- I— - I if - _ _ ' OF RANCHO CUCAMONGA �\ t - _ - L ai I W a.a at-,a! - --, - /_ ��_ ____81 6 CS IT I � 1-3 P/ J Q J W - - .,£_ . � ....-.......-_. n --- _ _ _-- -- __ -� --- -— .'. _--- _ _ _ ._ -__ _ .. .:... _ an and Profile for v yi i Zco� �c�o� - - .�. - - . -- - -. _. - - _. - ._ - - - - - -- - - - - _. _'Ll -._ _ _. ...- .. - - - -_ - - -. -_ .. -U x In i I=o W - --�- - - Z : - _ . � Ltn�s O and Q� H G — � WW1ff�W "_-w o= _�,�' _ '_---- —. — — «4 ;)'-,, I� �D — — No. 14379 uj IIII: h h O _r.-ice. _mow-� -.-. -.��-- _-_ �--" Off / l + _ LT- ._ I!,----- _ r- �— r 1 ` �. O i : -�y=¢;W _ L- -- — -�-- ,��. j� � ' �_ APPROVED BY DATE 'S-r «- =y R.0 E 2 53 - V--;� TTY � _._- DESIGN �� _oo ,-11 __ _ ... .._ _ _ _ _._._. _ � - _ =_- =_= RE COM ENDED ..._ � ��W==dW -- _M - - _ _ = - 1 , __Q� _ _�, RJS -- = W=a;�W� - _ CAR I - =_ = =SZF on , inc. sxlsT 1� 3-6-97 s_ Lai i h="s__ l ` DRAWN 1355 E. Cooley vs. of , California 92324 S I III- - - RAW =ec oz30 —_ (714 -2127 /// �' H E E g o 0 o y - ��-- ��•8 '- ,�' ,__` ,___ I . _Z�_� ) )` i 7i o M L-LM-SAS a OF .16 . o z! a- Nti=[Au CHECKED R.C.E. L'ORt341 '"C, DRAWING NO. ELY E z//SIf0 FILE NO. / 64 " Tract Sheet _ of IF .. r - 1 _ - DRAWING NO CONTROL N O (,,35 -711 -799R -f 44 - - OVERLAY NO 63Q 7'117 i'n a e• .'c e• a'. e• „. f Rase Date /L �! ! i0 CERV> NTE 60. �. _l�Z 9h� •' 12' lo' ls' 15' 12' 251 ee 10 2S t�tv • rnr --- . — w fA 20f + - s F I C41 •00 � e -'1 1 i 2 M � - — -- � �'1 X12 M ;, - I 2D/Q2 V �3 2!;` = 26 1 2-et's x 6-VA IIMF t l; •-4/i M1tR 2.0t.6 I 12 —_ 3:1 KAX 3: 1 MAX V-V, slGt t? �v ~ 2-N'S * COINU>R1rTa i"At, u - '� i:. X11 CLASS 560-C-3250 �OO �► 1 .�teRf� 1 � --- —] section Q-Q 0F1 6 q �;~ � Trapezoidal Concrete 'I . ._ ,.. 1�6q N.T.S. .. MTS BASIN BOTTOM Section T-T awS _BASIN BOTTOM EXISTING 1S' GROUN m0. 1C 2 126.6 \ I II V-GUTTER TER } >llEE h/TL�ftTOt 1id7IG !' 114 �, . ZNTEIRM GRADING I I !oR V-GUTTER DETAILS. �r PLANS . 7 • moi- _ — -- — — F_ i— l •.. • .-.. .o II I E S 1 _. fez I FL Section R-R _...._ w � t , Ips _ I ti. O �l , II \ - ALA BASIN BOTTOM w I /T1 Section S-S o�' t r NTS ~ I .� .4 _- BASIN BO - TTpM � ..... , ..._ ... f \ , �. ........r`r - _ 1 t t r f-J/t" e nee of am Mw►tlew ��, � ►/4"� t"Wigs r�" �$`•►�''Y; � A� _ _ � t1�..,�, ► , C t P. CA ;� I �o _ 1 ,I KTAIL-MATE fTl//[N[R I �� " •. a 0 w. S TY l fGl " i PR41(�M�NT' sa�b��r -��ro� to • o ~ SH" No » �w c, 1�1 TO BE OPERATE.I� AN CONSTRUCTION NOTES: match 10 ,,4+. ��• , 1�Y Dl?VEI s . l- H i.e note !1 �'�( ..... .OFER. /' ;k j j- SOTTOM VIEW ;/. LI E 0U C14fili .�...,/ O 24" DIAMETER PERFORATED CMP INLET PER DETAIL D-1 THIS SHEET FOR CAGE RETAINFR RING T . r Te / 1:9 VELOCITY DISSIPATION BLOCK PER DETAIL E-1 ' �, ' T ro L i N E O A rt D 5!N _ f jj " I ASN Shf/a+s. � .' '• � ; i � l IV. rwe'"N.O. Detail hereon I i o ,� ...... RCP D-LOAD PER PLAN 'y O •' 24 _ 1 ' /4 Cw*w of We » l A �' HEADWALL AND WINGWALLS PER CALTRANS DWG. NO. Ail - ANs►► »e. .. 'y i 2 t V2 be from 0-0. ® Small bw fh►I'� M 0491--" I f 36"THICK GROUTED FACING RiP RAP q 4 TOM- HIGH CHAIN LINK FENCE PER SEICFCD S.P. 1518 �S"M 13) f�►t - ` — o iz I I �O�'gti o a _ !/ ~ 3/ fir— _ 0 1 1 / 16'WIDE CHAIN LINK GATE PER SBCFCD SP 1518 (SrF St t 3) 4 4 0 !T o1 1 PI WAY PER DETAIL 1-1 THIS SHEET /` .ulsr. ballTRAPEZOIDAL CONCRETES LL N HOMO-DOWN o� • s" F �x 1 - j � o CONCRTTE CUT-OFF COLLAR PER DETAIL K-1 THIS S�tEET _ � � 6OTTOM VIEW r Jj.TJIt!i n � , 'T TOP PLATE v s o a _ _. �b SEI► VrTAIL !Olt I i� .► LOCKING DL►VICE " L • . 5 HOOK ONE SND 2 .S 1 « - - — - fE _ _--_— - . ., r r_ _ 2" DIAM HOLES 1 1 1-_,�,,. A 1t(ETR C11L I : •1 _ _ W S YI L OU C 6 OC BOTH WAY! I I " v p _ �' T '-7 \ - 10 av- - -=+5— - - .a Ut. i .- -._- •f r a - _ ... .._.........u_..,.. ._ .., - . .i 1 T _ N ► I f - 21 DIAN Q O �!� LI K !1 VCL9 M B I 1 in Q O M O O q } �- 14Q C©R`STT(TCTF t 'k 3�i $ !l INF --- - -- - to GAUGN 00 o O Q dq " _ ... wl L I AV —' NSB Y . W � �. -'""� !OST ACROSS SPI1I _1+42.;S♦!2. �.'� , s ,_.,f : ]� - !U rte.•rr-rr—.1/. rr-rrr. �.14...441.erg " res.rr— ..�rrr. �. r w!AIA RI.J� jrsr-r!..r-� — ^ 1 r EXISTING 16 NATER _________ _ S a 64 s I A a ' , w _.. , 1'7TIST_T TPTT� z Z _. - --- FW I tau •,. /'may,_.-'•-- ._...•.-••.._-.-._-..... -- _ , ---. ' _ � , _. .— C11 Y 1710 DESCRY TION OF REVISION DATE a X. N in in - w I ----- •. f UCAMONGA I IT CITY F RANCHO C t�� :e• Tempor�ry Detention Basin r t and Une A-2 E �� S' w_#5 HOOK ONE EN 2.S ' • , ' . - _ _ Qf ESS}QN� Tek=t H�. 1� T! •• ' x B EQUALLY SP1k.CED I� N45 KIM W SecfiorlA-A STUDIO '7 �� - m . KING APMOVED BY DATE ~ . �. s BAR s ! CENTER ENGINEERING + SURVEYING ' �= R.C.E. s3,ae 40 • 0 40 EO Na C 441341 CITY Ei�,� ll ,R - E OF CUT-OFF COLLAR 701 W. GRAHAM AVE., STE. D DE 1 C�h RE C O A.f R E N CI E U ;l_ . DOW D-t ® LAKE ELSINORE, CA 92530 �'. �3o se 1 z 40 W D till K-1 Q (909) 674-9800 DML stole feet EXPIRES RJS consul s. int. 3- 9 a& _a- ; n r '1® Cut-off Costar peCooley �� . � c f' 21• dlam. perforated CMP mist CIVIL S i i- NTS 9rF Of CAL�F��Q' Dr. .V''r: 1StS5 E 7,.'.co►2,:7 W r y CHE CRI 0 R.C.E. 1341 DEV.1JK'G N0. ELY E -3/4r/r/ FILE NO. L)HAVvINU N(� a 4Z7. 5b p. A�r _ _ __ _ CON T FOOL NO b51 r OVE RL Ay No DSI Release Date ( �� _s_'b CONCRETE CAP PER l LANDSCAPE PLANS. 24.8' 12 0 _� 12" 121' 0 12 r- - - F r STUCCO OR STONE D1 L 1.0 1 4" 8" #4'S @ 18" OC #4'S @ 18" OC g" SIDE' VENEER PER PLANS .X PLAN FG BOTH WAYS 4FG BOTH WAYS 24" HIGH 12" DZA.*S -� Z71�L 18" 1.0' 5" in co VELOCITY DISSIPATION BLOCK I �' 3-#4'S ANCHOR TO 24" 1. 0' 6" 4" CLR :� PAD LAP 30 DIAM - 36" 1 5 1 8" - -► .�J J�r-� N ^ / 6" CONC. OR SLUMP BLOCK 12/20 92 WALL WITH #4'S @ 24" O/C 4811 1.5' 10' I a' 3" CLR ; VERTICAL #4 HORIZR F 57" 1 WALL; I @ .5 ' 10" #41S @ 18" OC d'U 3-#4'S ANCHOR TO C IIZ4!g7 TOP OF WALL s AT 60" 1.75 11" BOTH WAYS • MID-HEIGHT; GROUT ONLY PAD LAP 30 DIAM THOSE CELLS WITH REBAR. 66" 1.75 11" ° #4 @ 12" NOTES: L 560-C-3250 1. A CONCRETE COLLAR IS REQUIRED WHERE THE Section F-F 2 -1 55 C L CHANGE IN GRADE EXCEEDS 0. 10 FT. PER Concrete Channel Detail E � �:t 4 FOOT. T ,;- r;' CONCRETE NTS 24" H r 1" 2. WHERE PIPES OF DIFFERENT DIAMETERS ARE Velocity Dissipation Block --� " JOINED WITH A CONCRETE COLLAR, L AND T Detail N 68 ' O FG. I ` •a•i• • .:.� rti SHALL BE THOSE OF THE LARGER PIPE D=D1 OR D2, WHICHEVER IS GREATER. 3. FOR PIPE LARGER THAN 66" A SPECIAL 0° 3" CLR ro ! COLLAR DETAIL IS REQUIRED. � A j ( ! 4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. CLR _ `9a. NEW OR ; r 5. OMIT REINFORCING ON PIPES 24" AN LESS IN ■ e� _ '� - EXIST. DIAMETER AND ON ALL PIPES WHERE ANGLE A '/4 4-14's CONT. '/ ---- I-6 _ - --L •�" PIPE 1 _ :/4 S;e ncte S) ! IA LESS THAN 10' . NEW O 6. WHERE REINFORCING IS REQUIRED THE ' �� 3" CLR 14'5 @ 24" 0/C 14's ! 24" 0/C I \ ExxST$ DIAMETER OF THE CIRCULAR TIES SHALL BE -J ! 1'IpE-� D+(2 X WALL THICKNESS)= 8" . \ I -See Stiffener 7. WHEN D1 IS EQUAL TO OR LESS THAN D2, 3/•. rale,"H D, Detail hereon I / A JOIN INVERTS AND WHEN D1 IS GREATER THAN epjally spaced. D2, JOIN SOFFITS. Center of hole to 2'-8" 5'0" MIN. )•r, ! A 8. PIPE MAY BE CORRUGATED METAL PIPE, " from 0 0. CONCRETE PIPE, OR REINFORCED CONCRETE of plate-� E" :• PIPE, OR ASBESTOS CEMENT PIPE. ' Q 9. NOT TO BE USED FOR A SIZE CHANGE ON THE Detail As O105 MAINLINE. 103 #4 @ 12" �' 10. CONCRETE FOR COLLAR TO BE DI I(jyp) a qd+04 Ring 0.0. Concrete Block Perimeter Wall 3-#4 CIRCULAR TIES 560-C-3250 (MIN) ^46 . \ T N.T.S. { >v) Wacee W s 5" -'/=std Me or mild steel Oar L, e:. Detail J O BOTTOM VIEW it I/a"x 2"wiea W l' ".04".IV; _ TOP PLATE Concrete Collar per LACFCD Dwg. No. 2-D393 CONCRETE CAP PER N.T.S. I 1 LANDSCAPE PLANS 1-14 CONT. 17/8•• I \ ASr.apae 2 I/ % 2 1/ "x s/" e jeflon tap (�� DETAIL-PLATE STIFFENER * Steel bor(typ.)-� 3/4" Hole to' match top plate/ _ _ _ Scarf and weld --- -- - 5s VERTS ! 24' 0/C ! CENTER __. _ . . _ -__.- � BOTTOM VIEW STUCCO OR OF MALL (GROUT THOSE CELLS S/g"x 5/g"Spacer_ ' -- C3 STONE VENEER WITH REINFORCING) CAGE RETAINER RING c m FINISH PER PLANS i2 Allen Dolt 0 1-14 CONT. ! MID-HEIGHT HOLD-DOWN •a �6's VERTICAL ! 24' O/C (CEN- TER OF 8' WALL) i SOLID GROUT SIDE 17 PLAN 2-14 CONT FG 24" HIGH X 12" DIAM '- . - VELOCITY DISSIPATION BLOCK 3-#4'S ANCHOR TO = 24' P PAD LAP 30 DIAM °D 26' MIN 14's ! 16' O/C (6-r--f N N " m REBAR LAP - 4-14's CONT. all �•I,l � .� ' �. DETAIL 1' I . . . � ti LOCKING DEVICE 3-#4'S4 S ANCHOR TO L � 4.. � � �_ 3�CLR 12' 3j � ' #4'S BOTH WAYS20' MIN. ��~ - I PAD LA 18" 0.C. P 30 DIAM ES 0 3 0'� \ !L GRATE 24" HIGH X 12" . 2' /2 6" OC BOTH 2" DIAM LWAYS DIAM VELOCITY 2-#4'S .(TYP) : DISSIPATION BLOCKS `e @ 5' CENTERS STAGGERED. 5' 5' 5' 5' 30" (TYP SEE DETAIL ABOVE. 10'tGAUGE O O Q O O O b Detail B 104 _ 0 0 0 0 0 1� Combination Perimeter/Retaining Wall 2-#4's (TYP\ CSP O O O To O O O ti m o N .T.S. 12" (TYP) Z " ti /0' . ;•'• f p W W U N ti - 42" irmW s Uj 3 t 3 0 Co = "Z� - z S o S< 15' 15' 15' 15' 15' 2-#4 12" �OQROfESSIpN�I p=a Uj 75' #4'S BOTH WAYS 96 g•• g�� W F Foi 18" O.C. -8-"-. 1 �*+ ROBE z 2 Z�Y •: � � No. C 1341 t & �OW _ �t 'z o �' U NQS KIP4 U d "�oo Iy * EXPIRES (0001 0 ¢ W-"WL Section B-B STUDIO 7 �� W W << * CONCRETE SHALL BE 16� • ENGINEERING + SURVEYING CIVIL_ \ tV = .W CLASS 680-B-5000 E "M 33M " e>-ao-ls 9l Of CALF of o< =m ' . 701 W. GRAHAM AVE., STE. D F 0� C W o S ' ' _ LAKE ELSINORE, CA 92530 M.. H Uj / • ' ; L 674-9900 Z JS 2 < 0 m H F p In o i ,� ELEVATION a.6, CONSTRUCTION ,NOTES: �j'r U & 3 a 55 VELOCITY DISSIPATION BLOCK PER DETAIL E-1 24.6' 68 RECTANGULAR CONCRETE CHANNEL PER DETAIL Nr r'G 12 4 93 DESCRIPTION OF REVISION DATE CITY rG 85 CONCRE-E COLLAR PER LACFCD DWG. NO. 2-D393 DETAIL J i 8 8 Detail H i APPR. 42" diam. perforated CMP inlet CITY OF RANCHO CUCAMONGA 42" DIAM. PERFORATED CMP INLET PER DETAIL H BOTH WAYS NTS RECTANGULAR CONCRETE SPILLWAY AND OUTLET lI PROTECTION PER DETAIL K �BpTx WAYS mom- \; eo FI. 2" CLR - o`0 96 36"THICK GROUTED FACING RIP-RAP II J W . _ . . - - -----_ . - - a =W o =d 101 SLUMP BLOCK PERIMETER WALL PER DETAIL A 4" CLR �� L3" Detail Sheet d d d W 103 CONCRETE BLOCK PERIMETER WALL PER DETAIL A (STUCCO FINISH) •4'6 ! 16" OC J CLR BOTH WAYS � o a�sW COMBINATION PERI"ETER/RETAINING WALL PER DETAIL B (STUCCO FIMISH) Section A-A Tract No. 14379 SLUMP BLOCK PERIMETER WALL PER DETAIL A (MODIFIED DEEPENED FOOTING 2') Detail K e _ _`y¢ NOTES. PORTIONS OF OR ALL OF CONSTRUCTION NOTES ON THIS SHEET Rectangular Concrete Spillway v =o= os HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FORl TRACTS 14380 AND 14139. CONTRACTOR SHALL VERIFY WHICH and Outlet Protection APPROVED BY DATE -s< o IMPROVEMENTS HAVE BEEN MADE PRIOR TO BIDDING. NTS CITY ENGINEER R.C.E. 24SS3 =o DESIGN RECOMMENDED - ch:ao=l� -_- - _ !� W j RJS = consulS, Inc. DRAWN = ooN== o 1355 E. Cooley ve•Co1 California 92324 SHEE1 3 (714 -2127 =y ML-LM-SAS 10 OF 16 - WoWa�o=� CHECKED R.C.E. 0041341 DRAWING NO. CIL to rns �=U� ELY 11/,15/,*b FILE NO. 14--64-D Tract Sheet of DRAWING NO G0NTROL NO DSZ OVERLAY NO i • tl• _ ,a• _ tl• _ a•r _- n• L •f Release Date JZ o D F ►/2919r F311 -3 191 1 12' - 3 '- 3" X 1/8" STEEL PLATE " - OLE , 7 8 BOLT H 1 .5 ' 9 ' 1 .5 511111 SILTATION SILTATION COLLAR 1 TYPICAL TOP SUPPORT RING 9� E END 2 .5 '/3�7J 2" SCHED 80 B B 2 . 5 ' 7-115 HOOK ON 12" GALVANIZED PIPR 12/20%2 { I A SyMI4ETRICAL : r.BOUT C/L _ ---- C — ff 2 SCHED. 80 � 2 SCHED 80 GALVANIZED - � 1 ED PIPE in � I I 3" GALVANIZED PIPE \ ^ry �+ � �� CONTINUOUS n � X 1 2 WELD SIDE •� r VERTICAL 6 / I I I I I , I STEEL PLATE A � I � �• SPOT WELD vp I -� I BOTTOM 6" WIDE X 1/4" STEEL PLATE ( 1 I P �_1__I_•11__-1 __1_�-1 SUPPORT RING. CONTINUOUS � _i � - i 6�,• BOTTOM WELD TO INSIDE A _ ca -- --- E OF VERTICAL -- --- �� T PIPES 36" C.C. TYP x —I �- ---- 6 x l I N ( ) w W "' I w U STEEL PIPE •� W U W 4 \ Section C-C o a ',� z U) / — — 6" X 1/2" STEEL PLATE o o \ C/L PIPE _ 1 iL - N °` O a I O a RING 111111 IIIIII II .I II 1 1111 -4 0 , I � x a aFt N 0 6„ •WZDE X1 2„ ,n 3. in —4 III II II II II II 1111111 _ «� O' — I STEEL E RING 11 II II _ - -_- Im fl- - ,,, W T Z Section A-A Bottom Sup ort Ring A A 3'- 3” X 1/8” STEEL PLATE I I 7-1-11 I I I � SILTATION COLLAR WITH 2" -- -- --- II In p T Trash Rack E NTS BOTTOM SUPPORT RING. BOLT DIAM. HOLES @ 4" C.C. BOTH NOT : TOP SUPPORT RIN G IDENT Z- CAL TO BOTTOM SUPPORT RING TO OUTLET STRUCTURE WAYS (SEE DETAIL) . TACK N I I I DETAIL D WELD COLLAR TO 2 DIAM PIPE _; 11 ( ) L� EXCEPT THAT 2 SCHED. 80 GAL — L L L-L VANIZED PIPE WELDED ACROSS „ AND BOTTOM SUPPORT RING. ---- 2 SCHED BO 'I TOP RING. I GALVANIZED PIPE 2" PIPE 5/X/2 . ' 1 #- 5 HOOK ONE END 2. 5 # EQUALLY SPACED HORIZONTAL 2" SCHED 80 6" WIDE X 1/'4" STEEL Section A-A 6" X 1/2" GALVP.NIZED PIPE - PLATE S,TIPPORT RING _ STEEL PLATE 6110 df OI 10 OI I � #5 BARS (� CENTER CONTINUOUS ,_ n n 2" SCHED 80 3 3 X 1/2 0.110 011 4" TYP OF CUT-OFF COLLAR GALVANIZED WELD SIDE STEEL PLATE PIPE 01 10 OI 10 Defail J-1 - SPOT WELD 01 10 0110 D D TOP N Concrete Cut-off Collar CL TS QI H - - - - - -- BOTTOM SUPPORT RING ;o TOP -j Ll - 6" x 1/2" - STEEL PIPE Off fLYp Section D-D Siltation Collar Detail .Section B-B Top Support Ring Trash Rack NTSDetail F-10 Trash Rack 7 ' - 6" 9 - 3 / 4" X 12" ANCHOR BOLTS (TYP) I I � I A \ / I - A m o z e- = OF m W J Uj USE 560-C 3250 3 2 01 ` CLASS CONCRETE N/K _--- - N = • c , QROFESSrpN 2 V 2 W < S 14 I #4'S @ 9" OC ��0 lop-, L"i o i cur' HORIZ & VERT (TYP) Ibl(ly Zof = =o= — — — �� — • Q,� h RO P. KING {� z Y — STUDIO "7 - & No. � 041341 W ; < :1 owm = arrzo ENGUMERMG + 9'L'�rVEYING f U °_> 701 W. GRAHAM AVE., SIE. D * EXPIRES 41,50N a W j& Plan W. 8-30-N ! �f W W m J a CML p Uj LAKE ELSINORE, CA 92530 . N = s` 3 1411 X 12ff (909) a74-9800 �4j'• rK Z o z m TOP ELEV = 1710 . 00 ANCHOR BOLTS F of cr IIIa vi UA .Ile, - 0 W 5~ (TYP) I.,.-.- `_ = oar 1211 1211 r W W Q • 3.1 3 11 7 < C a-< 6" Z H �a0 0Oz_CeI ,z� • < Wy(H I UWf3a I 1 I 66% DESCRIPTION OF REVISION DATE ,PPR, m a r C O N oW=��¢ r°s I USE 560-C3250 CITY OF RANCHO CUCAMONGA I J=y o¢J U I CLASS CONCRETE 0. o I y- ¢ aW=-�gid #4' S @ 9" OC O o m I ;Wo>�sK I I HORIZ & VERT. t ¢ N u d a fL¢ (TYP) Detail Sheet o= W¢ O o O z =z n= Tract No. 14379 #4' S @ 9" OC 3= Z h W¢O I BOTH WAYS (TYP) = t vzo� o¢ U¢O W �o N a¢0 3 1 APPROVED BY DATE W CONSTRUCTION NOTES: CITY ENGINEER R.C.E. 24 53 ` �¢~ DESIGN �_ _ —_ RECOMMENDED -4 56 TRASH RACK PER DETAIL F-1 Section A-ARJS = N=oma " 57 INLET STRUCTURE PER DETAIL G-1 =__ - _ � consu s, inc. - W = oo�=z3o 5 (714 -2127 O CONCRETE CUT-OFF COLLAR PER DETAIL J-1 DRAWN 1355 E. Cooley vl>.col California 92321 $HEEZ =y Detail G-10 ML-LM-SAS 11 OF 16 Inlet Structure R.C.E. 0041341 - CHECKED DRAWING NO. 'SLE C=O =o N.T.S. ELY , FILE NO, 14 54— Tract Sheet of (r.>.l DRAWING NO. -- CONTROL NO. OVERLAY NO. Ma _ AFVR0 f tk[!f x BY DATE I BY DATE BY OATS Release Date /0/5 /90 lY//3/90 /Z /o/90 _ Use reinforcement for H = r 6 B' , /O' ST'+ti T �o _-_ T T IU 1 E'woe•r�sx toxo i / 9/ Toe of slope I Top O/ wo// Aw . . //3/ I` ,- Detail Y- 12/20�92 b NOTE ,F When / '/ swchor9e arcee& O b Q0.E OC /j S 5',USe Type 2Retaining Wo//. ,"� ' 11EGIS ERE OECIVIL ENGINfE eNONf01�— 2-, I . Top of fooling /-rOw Mb►ch 5 ;bbx icor/%t:/ h// slopes, i , 1976 peropef •p"ovm AUGUST 10 �-- -- �4 Along 10 unlimited fpv SAOpes � �; - - � Opl�ono/ Footing L ines g p floffer than / 1 of wo//. -, T - - _ - - `>, Fill -- - - - `- ' 1 CiLl er or shall,&er - 1 Q I r- h `�'. : s'cpe 1 ... ti m a; ., Mbtkaf h ` . .. _ n+ Layout L/ne 1 /•0 5"Mbx for ,, I ,' - Angle of flare" . I 2 C/ w w ►__ / / Fal SIMes N a p M i 4 Along lop r- - , a -- an imited for ,r la"& than 114. /.- Shou/der 4: T YP/CAL L•AYOU T EXAMPL E vertical- vertical i -Botley ,�:/2 '4�tB C BOrs ; H=/4 : '04#18C "Born ` ^ : � =2 I I N N H / t c"hors Z 4@ 36 '4(g�36 TYPE C H=/ h ~ /f I f I �°' 2sy a. ' Short c"Bars « Extend o// longitudinal Dors in Figures of top of C«Dors H,101I ,., 0 C/ ,� i lboir wo//s 2=0"inlo wings,except indicates distance from I I , . - -�Drf 3-/ f /5- Ctrs. where expansion joint occurs. top of fool/ng to upper H=� I !: Short C Bbrs - /`atoVe mes�de ground e "Dors. NSBI I ` b q ' O __ See Standard Plan end of " Detail X l % 80-3. r H-7 •' to b i dio _ " verlic0/unless odlocent 33 dio b ' to battered stclionlhen + �� Construction pint 75. H=6 I e : i , v ► 1� M N r mo/ch '� ; -"d"bons I H,51 N d Dos `�' - t b - 9 R 1 i 9 R Anq/e of H=4 `I O I "? ;;� i f 1-—---�- - /lore R- TJ ,(ovnll if'arq/e of f/ore*ls Hess than 4,rot. 7� 4, Tot T wv. S -, �i T YP 30 l �' �". � , l 1 . E B 0 Short "c"born '— "�� W/3 •t1' , - - --+ t -- ------8 1 - ..- -------� PLA N I , w .f----- - - W- - — Tae of slope- �� I I w w W 1(24 /� 2C ,14, 140 4;` . 7� i ,B~ i 6' l �/5 ;�/5 ; �//, T YP/CA L SEC T/ON T YP/CA L SEC 7 /ON E/ew o TYA�A W1'il're 41�sign H exceeds 9 a/engin o/ ►..r..:.r � V. + 1.>.+-...I �-,'.•�-`-f 1-` -Ld � �J ►. . ti. ♦�+I+til ter..•— , I_'-! AsO.IJIi . __. i wingwo/l exceeds /.5 "H;p/oce !;Exp. H=4 THRU /2 H=/3 THRU /6 Joint Filler of junction of O« box and wolf. min REINFORCED CONCRETE WING WA L LS -- "L " -- - ---- - -- f "H" 4 I 5 , 6 N: 7 8 9 /O // /2 /3 ! /4 /5 i /6 /nsi0te W 3 2 3'8 4�2_F 418 5i 5;B 6 2 6 B 7:2 78 B�2 B-8 9-2 �-�' 4 Poropet� ,�-O iron` ! Z _ r►--� ground/irfr C /=0 /Jr -2 /-4 /-6 /-B /-/O 2=0 2T-2 2_ -4 2-' 2-6- 2 - -• - •- - - -. E c I B_-2-2 2-6 2-/0 J'-? 13-6_ 3-/O 144.6 ;4-/0i6-2 d_ B_ . , p � . N ground nd =-= None —=Boiler - /V ' 3 _ i N /-os oN o N /4-o o /-o /•o /-6y i•�N ---� 62446 /6' S�2 ; 56 /4 � 77 �781®6 96 /5bP `K6tBars 2t ors /4 76 /5g�% . 7�128059# 5'9F3 �/21 / 1 - -- /- Cwx. c%t.F0.32 O 380.44 0.49 055 , 061 •o.67 O 73 0.79_ /_.02 r/./O 1. 18 /.26 � - 2'O'nrIn. May be voried by Engineer to /3 /6 /9 25 30 +37 49 62 76 suit conditions in the fle/d. oZ DETA/L X 0 0 y Ouanlilies do not include Mot porton above !hs design H /omit � END EL E VA T/ON ig W E-_ „• o Design Notes� - /2 9 I �4 ` t T YPE "�4 T YPE "B " Of ESS1 N o ' ', Unit Stresses: f� =20,000 p s i, /c =/200 p.s.i n=/0 � '�° ' I QR 0 Z V Z W = 05 j.•4 ;5-O max. STRAIGHT W/NGWALLS l < W OW Moximum Toe Pressure =/%l Tons/sq. ft. 4 B/2 \ l _ '04 4 /2 I c�'k%Key c� R ? � . KING Z ; -�-i- STUDIO 7 t WO r-o F Elevations, length and angle of flare of wings may , Z = Z IA, be voried by the Engineer to suit conditions encountered .�/ M I No. C 041341 o t & _;m /-6 I STATE OF CALIFORNIA ENGINEERING + SURVEYING in the field. Walls designed for 2 liveload surcharge ��. --., W O<W ' ''•' —� l BUSINESS AND TRANSPORTATION AGENCY NO. 334 - d �- o /4 :/ sloping surcharge not to exceed 5 /n elevation ELEVAT/ON I �o� W. GRAru AVE., srE. o �,, �,�,e * EXPIRES`(30 W J= , DEPARTMENT OF TRANSPORTATION LAKE ELSINORE, CA 92530 W W g plus 2 /ive/ood surchorge, or unlimited 2.1 surcharge. -�+[ (909) 674-saoo a sT CIVIL N = J W N 11 1/ N N N H N N N 1/ N o'c W o=m Dimensions H, L , M N, E/ev o and Ang/e of /lore • _ 0 5 �4 L6/8 Ctrs. � >'4�/B_ I qTE 0 CAL�FO��\ _ = 0a� losopplyjoreshownonlhep/ons. BOX CULVERT WiNGWALLS I- W W 2 © Wal/ height may be exceeded by 6"before going to next greater "H" - �.__/=0" z oy,." Eliminate Cut-off wall /f odloeent channel is paved and skew is �! !� > d 0 y 20"'maximum. DErA/L Y _ TYPES A , B & C V � 3 JD84-31 DESCRIPTION OF REVISIONDATE CITY APPR. oW=LLCITY OF RANCHO CUCAMONGA J> O UW Q Q W N>~W~H O WO>= � etas M >EydO�� Detail M i Wngwalls U U=J U W WI n9w all per Caltrans Dwg. No. D84-3 O O, J<ZOW <Q<Q= � =o== N.T.S. s =y=`yo rac• No. 1457q W J, y=¢o3 APPROVED BY DATE CITY ENGINEER R.C.E. 24953 W <W=y=U W y DESIGN -- --- RECOMMENDED t N 2 =W o h Z d O 99 A—== =c �Ls COnSu S, inn. RJS = 69; 3--C mo <= DRAWN 1355 E. Cooley e.Col Celitornle 02324 SHEE1 ae W- 3 W 2¢ O S J W 2 0 y =~W �Q�__ O C ML-LM-SAS \ �<�,4 -2,2� = a�`W CHECKED - R.C.E. �413'a1 12 OF 16 Joos Fi DRAWING NO. ELY FILE N0. /4'54 — _ Tracthee — Z g t � of 1 . End a Ca Pipet 10 ' 0Mo.Ir++UT S_pocln ft-1 '-0" oil Spoon 10,- 0" Maximum Spacing -Typical 4oll 9 Trass Panel- � �pical Rail 9 4 - 0` 4111 TypicalRoll 8 3r,4' j d Typical ROO 8 Truss Panel Line Post I^ypic l Roll 8 Truss Panel ,Interms late Post I Tr,,ss Panel Clear open�n� Truss Panel goly pipe With 2 '�t" x 9'- 1 �-�—� 3'x 7 - 10 td poly pope with Gott Posts 2" std pale ar gels cop 790 spring stl tension wilt 2/2' x 7 -4" std goly pipe With olr cop , to oe Instolled at , g g Tension M with 11 go Wirt ties of 24 ! ac std. poly pipe goly cop not more than 1000 intervals line post N� - pipe7with gaidv corp framear ort ji16� x �,4• Min with poly. cop - _ r - - -- --- y,t ` y*• � k '� - -- -- / 11 gowifeties t�'e" std Olv�lpt roll-� at 14'' oc IZ x 1„croon '•'�'.� .s �' Y +rz>,y. 2 Mesh , ,, ,� �,= Y ,, r ,r- , q Q 1 Fasten Batt �� 72a chain I ,xh�, , " q° w"e A I max OC �'�'♦ Tension Rod with o � ` toes or i4'oo: �' w ' Catch to post i. I _• s adjustoDlt lightener 8 , ., _ i Ink foD►Ic ;p Tension Bar 'x r fittings (See not* 13) 2 Mesh , 72 '.�, t` •� lor.6"x /4 Mon. c^o, no fabric is t r Ow n 1/i n —W t �tLt -7Jr7e � r - - 12., long, light weight "; 0D Tup of Cnonne N0�1 ;� c•' �l i �1 ie„ gong , light weight For corners, typlcol r metal Insert t u� ml+a. insert lln� post In concrete Rall 8 Truss Wore r► ' 11 • Pont) to Coln Poston �� Tie foG►Ic to fop Ono .If both directions . 1 _ - - Dorrom al frame «Itn L L ' - 3/9" Q Tension Rod 11 go wire ties 8 Tightener :InT t2. 0 or Q m 16� O or 4 For line post In ground TYPICAL WALK GAT Note TYPICAL FENCE ELEVATION Concrete mix shall be Class 82000 GENERAL NOTES Typical Rail _& Cle_a_r__Ope_n,nq Vor-es 2 G ,o 26 0_ J _�D col Ra ! a I All Chain Link fence materials and fittings shall t0*- 0" Moxl m 5pocln Nott Truss Panel � ;� Tress Panel conform to the latest edition of Standard Specifications ---. ' - I, 3/s-oTens.on Rod 9 T qn ene► for Public Works Construction sec11 tion 206- 6 7 Htodwall Fence Posts Where tocol lenith,exceed,s Gate Post Tens on 9or and 304-3 unless otherwise noted . 10'-0" Install 2 /2 x 7 - 4 std. - " I,�e,. std gel v,poll st flene► - �i ��,s-x3/4 Min 3" x 7 - t0 std gory pipe 4��x 9' std goly 1, 2. The fabric shall be of the gage set forth in the ev with goly cop Line Posts with goly. eye type pipe with gal" I _ , ' cops for top rail and 12 � long ca g Lenq n 7 - IJ 1 II - �, - Special Provisions r'ZF. weight metal Inserts _ D ,,� - - - - - T -j 3 tire" std. pipe sholl be of minimum weight of 2 27 lbs I std o1v pipe r]o114-oyVc 2 Mesh , 72 J. I per Ion It Dltor! 9alvon l ng • g D D , hain link fobric 1j ' i = L I 4. 2" std pipe shalt hove a minimum woight of 2.72 lbs with II go wire toes \ r o� Q . per IIn ft , before galvanizing O �� sion Bar Out for I2' Mtsh, T2 8 Lotk (t 5. 21/2" 5t0 pipe Shall hove a minimum weight of 3.651bs yDlW, chain link fabrx /4 Mon ";�, �p ' �O _- I /i if n r Gper Ion ft, before golvonl:lnp. � i4• min II ' cro.n 'i " ' 6 3" std pipe shall have a minimum weight of ".5.79 Ibs o x I" mon A 16" max O.C. II t -- _-- _ ,� r _ - i o+ per lin ft , before galvanizing. Top of ModlIT1- t �Y- � � r 7 4 sod p'pe shalt hare o minimum umwe1qht o f 9 . 11 lbs � 7qo spring Stl Tons on ,rt le" long, 2Mstd qolv Pip@ to Cwn t► kid �„ per Ion ft., before galvanizing. atcwith I I 9O wire tits Ot 24 otqota frame TfODriGweight meso1 -e oO , 1z _ - ��•- --- - � . • �„ ,I t m e tal tubes inserts to top 9 bottom of 8 Light weight metal Inserts shall be shee Ltrome with 11 go . ,rt 16 ' � a, g ' -1, with I D j/4 greater than 0af pIpef used Posts 18 long , Il ht weight metal insert ties • � ore to be grouted into Inserts using grout of _N211L Provide stops to hold gates openI port of cement and 2 ports of water. — Por end , corne► 8 9. All gate hinges shall be heavy duty malleable Iron TYPICAL DOUBLE DRIVE GATE Intermed ate posts r steel Industrial service type 270 degree swing, TYPICAL HEADWALL FENCE ELEVATION o yD q ,n qro'J, d non - removoDle, of approved Quality and design T o� Wo.. 8yc 10. Secure galvanized cop to post with I/4” galvanized round - tiv t. .co_1 R° 8 T, .,ss Pone l hood ! yo - End Post -- - -- .-► n the outward facia Typical rau„ a --E- Typical Rail 8 Truss Panel _ '(„ss Panel hAox Spoc ng 3 , 7 - ,C) std goo. pipe II. The fabric shalt be placed o e ou p Lint Post lode of the posts, strecht0 tout , and securely Truss Panel I lntermed,ote Post Te^sion_bo_r wits, galy cap ?go. spring slot. Tenslpp Wirt with 21/2"x 7 - 4 std goloo _ _ _ _ _-- fastened. Intermediate Post 11go wire ties of 24 o.c.± pope with alv cop 3 x 7"- 10" std qOlv, pipe with s/16 ■ �'4 Min 3" x 7-10 std o1v peps with g g �- 12 Clearance between right •of- way and fence fabric g gal cop Length 9'-7� wher , ►+lodwol_Fence P.)st Iv - �� Sh011 be '� unless otherwise shown on plans 0 cop Tension ion Bar r ,n eGr 9 t s se. siie - F.1 i clear openings 1 n 13. Adjustable tighteners shall be turnbuckle or eQulvo t 1, I x _ "M In I �-- having o 6 rain. takeup . e toll y .r greater thon 6 vi +h 14 When Corner post and Gate post Ore adjacent t0 each r 1 1 .= Iv�'� IS6* srd gals pipe roll - �2 `L (1+a ^ ink +abr•c N{SKtM _ _ �_ 1 • �sr �j010 other o double tension rod forming an X shall bt STUDIO 7 �� o aad 'Q pFESsr N _--_ -,Y s g Tens lot ,14ht0ner - - % eM - used. �p q! f Y V o 041 u s t°pl a note 131 7/s" tl Tension Rod with ': 21 Mean -v o, ENGINEERING + SURVEYING No. 33tae c - 4 701 W. GRAHAM AVE. STE. D fID 0 KING 2 Mesh, 72" •;~ 1 � w,tn See 'tti co' r , C h o re Ink f o O r i c-.. t i h ^'as - adjustable tightener / t �,e' ��„�",, LAKE ELSI NORE, CA 92530 �' F30-� r^ - _ .�f 8 fittings ( See note 13) \Or _ otw� / s 909 674 9800 1 41 No. C 04 3 Top of Channel wall rf _ ' Ion �t'9t•t `� \0 °, Se,� .�' SAN BERNARDINO COUNTY ( ) /,, +�lt01 ,nstrts �.�J Top of Channel wall �, 3�r►;; .;✓\0 o` Note EXPIRES VI io � were Dene non slope exceeds lo' o' FLOOD CONTROL DISTRICT civil t6 lore o,t we ht - Spc,G q g , 9 g '. r �'" 7qo spring Siff Tension A►.•e L nstC 2 'z x 7 4 sta .goly pipe Line Posts RE V►S ONS JW N BY GATE metol • sects of with logo wire till at 24' ! ac w to qo�y cops one 12 fonq, i qnt we grey mer,, HB C �'l9lFOFCAI�F��` `i- - . — - �- - � — J inserts of equal ntervo,s of 10'- 0"Q less slzEs .-2•-TI R.L.H. 11 -6 -70. TYPICAL FENCE ELEVATIONADDED NOTE 10-21-71 F CD TYPICAL FENCE ELEVATION ON SLOPE AT HEADWALL GI CHAIN LINK FENCE CHANGEONOTES 2 -4-72 SPE 1518 P. o CITY OF RANCHO CUCAMONGA 6' CHAIN LINK FENCE W / GATE DETAIL Tract No. 14379 APPROVED BY DATE , CITY ENGINEER R.C. `Iia. 22397 RL T K7 cons ts, Inc. D}"AV1 By 6 1355 E. Coole Ive.Co California 92324 11 1 B C (714 - 5-2127 13 16 ctr WIF D By• R.C.E. C041341 Wkyl l MO- CITY W/S/tO FILE NO. Tract Sheet of �� DRAWING NO. 1-3 - CONTROL NO. OVERLAY NO. I BY DATE BY DATE BY DATE Release Date lblS/ty �il�sl9v . 0( -to 12/2o�a2 . /0 01 ' Mox. Spacing l0 - 0 Max. Spacing Breok Away Tie: _3" Min. One loop of 'single 57T _Mox. Tee Posts strand /4 go. wire. Tie fence fobric with 2 ties of 8 X 9,- 0 2 ties required of leach end of break 14 go. wire per tee post (Typ.) (Typ oway fence. x Ff�KAXXAA f F �XK% x�i // YYr/�' •, ', F 'T"Jx I` i T T7--T- -�-TT�T{r-r-r7�'lr"F^ TT��r7rf-7—j ^ r' x x jr x x ,! Kx ,✓ x+�xhxf T 4L* �f T4 t iF - R I(•it t-..0 x 4 J4 1�>rt * -Y�t Y ri/' iE-�t 1f /\ - �K--fE it- Y Y Y Y Y Y v YrY t Y'.1�.Y 1-irxT T T�e-,f itrt l`�E,•�t r lCCjr r ' ',/_ � y'C y`^ '� r \ti y x K �l�x` '��(l. K x y �- \ ♦ x x r ti pc' r '� v x�Xx� _ �^r.'�a R• .X`•�,n~ ^'� �,yYx J`Xx� '' J s% '% X�x X FTX ' Y % Y F Yuri[ � � r �- .,Y s ( `( �x.1�'c � - r h JC�.YL•i Y.L` .�vr r ✓ 7[7� 7 F J� % r ! < -� � �1F* 17•. !'� [ 7E 9c �C 4 R X X Q-V�� T �'l^• ' Nx �C t J�>! ,�`J Yx xX /y��'xr �xrl� l•vr �. / X Rix Y / r�` x % F Xxv^�`�xxxx��x.r �.x �r1 �'�Y •i Y' Y , , x. x )� .�� ^. ` �V�� I �.4 I �, �x ti ��9� \ x �r'�1'�• Y x ,��// ^ �f Gcly. 58 Type t r x , Ellwood fence fobric F Y k t JC Y� I r,r x l X 6-O ' (Place on downstream .K % e ' ` � (/yp. -r-1C�^-+r�F� KX j side of tee posts % ;r r % � K � r % w }� .A ,� •^ l�X /JyX� >( f X I ( T f X X . ✓}\ a \�T ��.1, a v r' x ?x xCx�f/ � y Y k n /x✓ y l X % % �� h �-,f` r �f"x>< } -'�_ x �c �F - �F-�f- -+ `C Y�aCY a x �� r X x x y ♦ l.� x i t ��Y K�� k X)L 1r�.lx� .L . ' I x - Tom- -T- _ - -- - - - - - - - �"-�• - - -- - --------` ------- ___ - � ----- ---- ------ - --- ---- I —'-.„`� - -- -- --- - - - -- - --- — - - -- -- --. - - _ - - .-ry T - -- - - a c i I I " iIi o Ground L ine - J Note: r- i i O� b tp Tee Posts imbedded �n concrete at 20 -I . foot centers. Other intermediate Tee a� Posts shall be set as shown. I ' • 12Min. Did. DE TA lL S FOR L ENG THS IN EXCESS OF 20 FEE T " Notes: /. All fence moterio/s and fittings shall conform to "151'andard Specifications for Public Works Construction " Section 206 - 6 and 206 - T, ooz unless otherwise shown . f OyFW = 'A 2. The fabric shall be placed on the downstream j OW �LL O = 1=2.W side of the posts, stretched tout, and fastened 4C SWCL S� W C W W =~W as shown. 3 " / r. ��,lsKI4f YK�rE StONgIF ~ ~°= J. Posts shall be / - x / - x / - minimum, STUDIO 7 Z = I.> s e 8 a ��, �1 M.� LL�, o/vonized Tee fence posts. ErrGn��c + s�� xc � ; . KING d W U& 9 p 701 W. GRAHAM AVE.. STE. 0 33486�. No. C 041341 O at J J N = J�d LAKE ELSINORE� CA 82530 g � c�wL Z �Z m (809) 874-9800 EXPIRES k� 1 � o W s N Break Away Fencing ® CIVIL _ = ods10 � 0Lu Per d°-N Los Angeles County Flood Control District u � 3 Std. Dwg. No. 2-D447 DESCRIPTION OF REVISION DATE CITY APPR. C, >��oN CITY OF RANCHO CUCAMONGA IL 7 Goo O Q V p J g W CO V Ost>tuUiS Break way Fencing o W====y Tract No. 14374 t y > _ APPROVED BY • DATE '' �No��WpW CITY ENGINEER - R.C.E. 24-!r S EL 0000 ESIG - -- - .. > DN = ��__— RECOMMENDED ¢Y RJ - - u W m m �e�0d�z 0 `N=�¢r cons s, Inc. CD c", 3 (714) -2127 W o z DRAWN 1355 E. Cooley vs.Colt elitornte 02324 SHEE1 ML-LM-SAS 114 OF 16 - �� -- V W O W p= CHECKEC) /orR.C.E. 0841341 DRAWING NO. ELY UAIIE ��%�� FILE N0. 1454- -- c TractSh - f ee of �2 _ � i V ri s (Sti Note 3 Varies ( e Note 3) I Aro- Topf lined channel fE Improvement 2 Wall Concrete & Cut -off j ADS 2 *5 rs 4 burs O le" a c.(typ. both walls ) wall Concrete 680-s soGb — (typical) in u 6„ 2 ` Cut - off wall , 12" thick, I 6 deep (PI ace cut -of f Side slope " I Side slope walls a 200 max. o. c. (See Note 3) (See Note 3) or as shown on the plans) it 4"+ f ormeld Wiles ® 202 o.t., O backed with one cu. ft. of perviouse4t � HiQ• # 4 Dowels p 18" o. C. x = backfill material in o burlap sock, s a centered in each cut- off securely tied. Place 6" s4 oklm�lrn wall (Place dowels as shown) or deed steel wire 4 mesh .' • hord ore cklb on bockfoce of than- 314 nel fining prior to plocen nt of -- Side slops concrete-- wire diameter 0.03" min. ; 14" (Max.) (See Note 3) (typical both wolls) " ( = = I # 4 bars a 18" o.c. Whole Invert Concrete Construction joint 2% leo -B - 5000 (See detail ) TYPICAL CHANNEL LINING DETAIL- CONCRETE PAVED et 4 + weephole NO SCALE :;► I. In general, all construction materials and construction methods 5. The interval of weepholes shall be such that aa. shall conform to Part 2 & Port -3 of the Standard Specifications weephole will be located 21 upstream of all Optional const. for Public Works Construction (latest edition ), unless otherwise cut-off walls and transverse weakened plane Construction joint Invert joint noted. joints. , 2. Seg► Special Provisions for additional data relative to channel 6. Transverse - construction joints in the invert and KI4 lining: walls shall be Type "A" joints as shown on CONSTRUCTION JOINT Nq5 3 for dimensions and side slopes, see Typical Channel Section on �' STUDIO '7 y S. P. 165. �0 SCALE Phan and Profile drowingls T. The reinforcement matt shall be supported in ENGMEEPMC; + SURVEYING Na ss+ae 4. Soar Cut transverse we M 1QiM s in the invert and side 701 W. a; �- D QROFESSlQN walls of the cho�+el of 20' 1 QC. S The tint and lost •oints bath directions of 4 maximum murn spot �nq or _ ,� aslNo,�� c�, �2�0 °�• �°° I as directed by the Engineer. (909 674-9800 Cn sha l I be placed 20' from each cut-off wall. Joints sha l I be 1/4* S. SkWe payed wial Is sM I be piled by moichine using SAN S S R N A R D I N 0 COUNTY P. KING woon i ff&Am in w i dfh and to a depth pf within 1/2" of the reintm - hoveetirV or slip form and shall be externally, vibroted FLOOD CO N T RO I DISTRICT No. c oai3a> II1F'" t. SOMI Cutting shall be a In OCCOrM with Sub-Section Of O tro�r-tir►g vibratingScreed O► li1Al "nt as •trot+ow •r "Tt EXPIRES �(3olt N 3pQ-6.54 "VMrok! Plc#t►e Joints" of the Stanrd Spe�'itications appr�� by the Engineer. Sloped surfaces of the Chum - acv Morres „- s- rs J.E.S. 5-27-7 �• clvlL ,, Q lar Public Works Comstruiction, Int edition, unless otherwise nel Ening "I be fin i !►ed by a light broorning. Invert Rev Holt 4 12 -15-75 l�-= °��\ f*t fid. outfaces shall be power steel trovfd and shad be t » QF protected against scarring or ' '' "O'» s s-',-n S.P 192 E CITY OF RANCHO CUCAMONGA PLAN AND PROFILE Offsite TYPICAL CONCRETE CHANNEL DETAIL Tract No. 14379 APPROVED BY DATE Z CITY ENGINEER It•C•E• no• .Vf95T WSW- Dye __ —S = W NIT r 1) T.EC. = � consu s, inc. " J �'9J Orli Dy a 1366 E. Coole Ive•Co California 92324 { B.C. (7,. -2,27 IS eF 16 CW WTV DT R.C.E. 1001134! or,?vI W No CITY FILE NO. Tract Sheet of_ �� DRAWING NO CONTROL NO 154 Z4 - OVERLAY NO &ZA Release Date a2�ibJgoTop of Wall / Design Notes: @ 12 Use Reinforcement for H = 6 8 10 ( Unit Stresses fs = 24 000 PSI, fc = 1 300 psi, n = 10 1 i BO - 1 4 dD or �9 9� Toe of Slope - Maximum Toe Pressure = 1 1/2 Tons/Sq.ft 2-O' 1 ? Z- __ > 1 - 6 6 Tot 6 Elevations, length and, angle of flare of wings may be varied - - - --- - ' � � �` 1 T T � 06 Tot 6 by the Engineer to sut conditions encountered in the field == _- -- Neoprene Strip - -- 2 �6d 2 - � 6 0 Wcl Is designed for 2 Ilvf load surcharge, I , /2 1 sloping ;�__ __ _ __ _ 5e 12 - 16V .� T surcharge not to exceed 5 In elevation plus 2 live load �� j �- ,-y _ �# 59 12 �`• �- - � x op of surcharge, or unlimited 2_ 1 surcharge. If II/2 : 1 slope exceeds i y ao - Footing 5, use Type 2 Retaining Wall . _ - Wall height may be exceeded b 6" before going to the j PART PLAN A—A SECTION B B SECTION C C _ 9 Y Y 9 9 � '� N Optional Footing Lines next greater HIt. H= 20' 1/2" Exp Jt Filler f - � - - - H = 19' „b„ bars _ N O N ' N H = 18' ' N = „ , 5 Max for 1 I Fill iv Layout In m - � _ � 5 Max for - I _ L y Line ca H 17 O X Fill Fill Slopes I _0 Slope 1�2' 1 Fill Slopes p ° Slope unlimited for slopes �4 Along top unlimited for slopes 6, Tot E. _ - 1 3 = i #� 4 Alo to of Wall vim, H 16 "1 p - f loner than IIA2 : 1 . -- - - -- - flatter than 111/t2 1 _ 4 of Wol - -- - H 15 utter or Shoulder 6 Gutter or Shoulder � 1 �1 1 ,4 , ( - f LAYOUT EXAMPLE " - 14 _� - b 80rS 3 o X 3 TYPICAL L YOU ' 1 � � Vertical »46 36 H=13 short ! --- - - -- -- -17- -- --- - --- SE ION D - D H = 12' �' c 12� 12' 0 2 d ! b " bars Vertical _ - Short °b�� Bars _ Number above " b" B c" bars o 4IF 18- I'-0'� 11-Off Indicates distance from top of H = 11' c _ c Bars J - I # 4 @ 18 - Batter 1/2 12 -= S I' pervious backfill a footing to upper end of bars material cont. behind N =IO' _ Bar cut- offs may be varied rn41 In increments of 6 H ' 9 d 8�-6" j M f „ „ c Short � e � e H= 8' 8� � 8' di � � c Bars � c Bars 4"� Drains p 15' Ctrs., � 7 "c" burs = o I above outside ground INLET O H= 7 _ 1 '`,' _ "4 P 36 H= 6' ` 9" d� d' R .C. PIPE DETAILS H- 5 - o ! ! Snort o ! 35 di Ver unless next to 0 ,, --Short C ars o' — o battered section then match ca 11c bars - 4" # Drains 15'± Ctrs. , Const Jti 11 , H" 4 I M ! T - --- d Bars May be vor►ed b the Engineer 00 1i I I above outside ground. - 9 R y tconditions In the field U_ to suit 35 dla I C F pervious backfill � I - - - M - - material In a burlap sock *4,Tot 7 �81 Const Jt � W/3 RT 'Id Bars C a� g Ir - - 6 0 .1 1 14.. L7 " 76 51f� 12" I I 98 � �--�____ -24 8 10LI _ W ut�tti.V 4,Tot 7 v ,10--� S ! I -� 1� TYPICAL SECTION 6 2 _yV� of ---- -- - B - `` - ' H = 4' T HRU 12 -�; * 6 9 - w _ i • TYPICAL SECTION A D In ► ' I _ 4 rC 2 2 6 N d o I 1 INGWALLS - - r � - - -� - REINFO REINFORCED CONCRETE W H - 13 THRU 20 _ LUL f 1 _ SECTION E E 1ff ff l 19 2 0 I 14 15 16 17 18 II I 3 4 6 7 8 9 0 2 _ I n H 5 - - Des g W 3' - 2 3 8 4 - 2 4 - 8 5 - 2 5 - 8 6'-2" 61 - 8" 7'- 2" 7'- B - 0" 8'- 8" 9'_ 4�� 10f- 0�� 10,- 8�� + I I' _4' 12'- 0110.111 —, 11 I ff , 11 1 /1 1 11 1 11 1 li , fi 1 11 1 1 If 1 If I 1 „ 1 11 , „ „ y2" Exp. Jt Filler led C I - 0 14 -2" 1 - 4 I - 6 I - 8 I - 10 2 - 0 2 -2 2 - 4 1 21-6 21 - 811 3 - 0 3 - 4 1 3 - 8 4 - 0 4- 4 4' -8 Unless otherwise desig170 10" 00, - f ff f „ S- .f f „ + — 1 ,f� ff f .f f f. B 8 D 1oWW B 2 - 2 2 -6 1 2 '- IO 3 - 2 3 - 6 3 -10 4 -2 4 -6 41-1011 . 5 -2 5 - 4 5'-8 6 -0 6'- 4 6 - 8 7- 0 7 - 4 -� _ --__ _ -- _ Z ~m W — 1 -2 1 1 —_ - - -_--__—_ —/ 1 _ 4 _- S F -- - - -- — 1 = VX=W Batter - - - - -- None — - - ---- - - - /2 . 12 T SWSW f If f C- If f .1ES SIO S -- -- 1 - 0" - -- - - - - ----- - -- - 1 -6 /L 1 - 7 1 - 7 /2 I - 8 1'- 81/� I - 9 I -9 � I -10� �� W W 0 W °ta I � 5 �0 12 C�' coy , , W n0,°W - - ----- -- - 5 0 15 501 2 50 I t "5 0 9 6e2-4 6@ 18 78 17 S��Nq! b bars None ---� -� C C� 4, 5 12 Z Z 2 U, it 1 1 ,1 I � - � 2r > st II IIQB h I Q9 - I I @ 0@ 8 < Fz '�m c bars 40244@18 5020 @ 14 50 10 50 7 6@7/2 788 706 9e 15 10@15 . 10@ ► 2 10@I 0 9 � 0_ , 15 90 12 9 0 1 1 9 (� 9 9 @ H IOm 9 10@Br2; ` I co os INC �►� d bars 4@24 40 18 5 020 50_1_4 5 Ce 10 6 @ 14 7e 15 8Q 16 7@ 12 8e l5 9 @ ' ° --- + - - - - -- - — - -- - - - r T - \ ! I OQ 2_It 6 p \ No. C 041341 H z0,` Conic c.x� F 0 32 0 38 I 0 44 0 49 0 55 06 I 0.67 073 0.79 1 .02 - 1 10 I_ 1 81 _1 .26_ ' 1 . 36 1 .45 155 1 72 L W o Z m - - - - --- ---- - - 73 90 1 0 4 1 2 3 1 4 1 17 0 t 189 2 0 6 5@ 12 �r EXPIRES o .s; Rein �F 1 3 16 ! 19 2 5 30 37 49 62 76 I w� CIVIL w>< OF CAL�F� Z o ,,L.0 i F 0 -U) 1 � fLNt` E 1 2 - 06 DESCRIPTION OF REVISION DATE CITY APPR. ' CITY OF RANCHO CUCAMONGA ¢_oLL a 2- 6 I ' a J> J= 2 O J \ N 7 0 0 0� w I � = O= N_ OUB ¢¢ ��llluuu G==LL'O 1 ¢U J 1 m W IL I Detail G V JOY=max d d d¢ W o=�o�WQ 2-0 6 @ 12 J E Headwall and Wingwall per �= ==y Detail G 92 Caltrans Dwg. No. D90-2 oo. =oW TYPE A ♦Z NUS SO=S W O ¢ STRAIGHT Tract No. 14379 W¢W o Headwall and Win wall per T WINGWALLS W Z ¢ LL Y¢ 9 H Caltrans Dwg. No. D90-2 END ELEVATION �Klu APPROVED BY DATE N CITY ENGINEER R.C.E. 4953 _ ' zo==�f: STUDIO 7 °°� �" _ l � �_�__�� - - _ �� _ - RECOMMENDED .SIGN ENGINEERING + SURVEYING RJS == consu s, inc. N= Q 701 W. GRAHAM AVE., STE. D oc=o`c=; LAKE ELSIf1QftE, C� 92530 s-�-� DRAWN 1355 E. Cooley ve•Co California 92324 SHEET N=3=H J 1 0 0 0 (909) 674-8800 ave M L-LM-SAS �4 -2127 N 1 b OF � v : o - -- d f N ins Bio¢ CHECKEDR.C.E. C041341 DRAWING N0. ELY E FILE N0. D Tract Sheet _ of