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HomeMy WebLinkAbout1794-D BENCH MARK: CODE-B TYPE -BOLT STAMPING SB. CO. BM 01091 SETTING CLASS-LIGHT STRUCTURES 6th STIR= N TW C" OF RANCHO =AMO&UA SPECIFIC SETT/NG- I" RND HD BOLT 1N CONC. U j CURB. LOCATED 6 Ml. N/E FROM THE CITY = a OR TOWN OF ONTARIO COUNTY-SB. CO. AT ` s ` N/E CORNER MILLIKEN AVE. AND 4TH STREET STORM DRAIN IMPROVEMENT PLANS 0.5 FT W OF DROP-INLET ELEV. = 1035.881 w STREET BASIS OF BEARING - P.M. NO. 14647 PU NO. 15350ANDPARCE24F PM NO. 15536 PROJECT SITE �o - - - - - - - - - - - - I - - - - - - - - -- I I ION TNOTES Oil S I I — t VICINITY MAP ~ EXIS77MG EMPIRE LAKESI I ________ , � � I Ol CONSTRUCT 48" RCP (1400-D). 881 LF N.T.5 i GOLF COURSE � f`----------_.._ !! I ,v I � I I I • I f I O2 CONSTRUCT HEADWALL PER CAL TRANS STANDARD PLAN 089, AS SHOWN 1 EA P.M. NO. 14647 I� I I ON SHEET 3. PARCEL 1 LINE A I I I ,W I O3 CONSTRUCT 1/4 TON RIPRAP PER CALTRANS STD. SPEC S. 72-2.02; T=3.0 30 CY PROP. 48" RCP I WITH MIRAFI FILTER FABRIC (MIRAFI 70OX OR APPROVED EQUAL) AND FUTURE DETENTION BASIN _ SEE SHEET 2 I P.M. NO. 15350 I W GRAVEL; T=12". - , ,. I I Q I 2 I O4 SAWCUT AND REMOVE EXIST. 42" RCP. 36 LF iv I I O5 CONSTRUCT TRANSITION STRUCTURE PER CITY STD. PLAN 334. 1 EA CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319. 3 {,Q STORMC�RAINNOTES f � ,// � ,, � �--------------� I 5TH STREET I O7 EXISTING OUTLET BASIN TO BE FILLED IN WITH COMPACTED FILL. 1 IS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO F \��— / \\\ 2 ( O8 CONSTRUCT LOW FLOW INLET PER DETAIL "D" SHOWN ON SHEET J. 1 EA CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS FUTURE EMPIRE LAKES CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE / \ 1 I O NOT USED RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. GOLF COURSE APARTMENTS I I 1 CONSTRUCT 12" RCP. 54 LF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER n ;/ P.M. NO. 15536 I , I METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE ' _ PARCEL Z I I I 11 NOT USED RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE / �� SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO - _ ////�� I I 12 NOT USED THE CITY OF RANCHO CUCAMONGA. P.M. NO. 14647 i 13 NOT USED 1 EA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH ' THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES s PARCEL 7 I I " " 14 CONSTRUCT CONCRETE FLARED END SECTION TYPE B PER CAL TRANS 2 EA RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH I I STD. D94B, AS SHOWN ON SHEET 3. FACILITIES ARE SHOWN ON THESE PLANS. I � ( CONSTRUCT ANTI ACCESS RACK PER DETAIL SHOWN ON SHEET 3. 1 EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING ' DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF / i i i 16 INSTALL DRAIN-PAC STORM DRAIN FILTER INSERT PER MANUFACTURE'S 1 EA RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. / I i I SPECIFICATIONS OR APPROVED EQUAL (UNITED STORM WATER, INC. ' I 1 1-877-71-STORM) 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAIN, OR / CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I I 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY I I OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASEWA7M MATERIALS AND/OR SURFACING. ADEX MAP I herebycertify that i have identified all survey monuments of records that could be disturbed b �catf � = Too y Y O Y 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF this project. All said monuments which currently exist in the field are shown on these plans and are THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION described as follows: QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS. WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES, SHALL BE CONSIDERED ❑1 1 " iron pipe with plastic plug stamped LS 4691, flush AS INCLUDED IN THE OTHER ITEMS OF WORK. ❑2 1 " iron pipe with plastic plug stamped LS 6974, flush 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ATE OVGRYF�FR'S NOTICE TO CT S Dated_ p•`i ��01__ ENGINEER FOR APPROVAL - �- --. (�� CONTRACTORS �7G.: FOR � Mitch Cassel, L. . 7504 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE AND CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON Prior to obtaining a construction permit for the project, a copy of the corner record filed by a ORDERLY STATE THROUGH OUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY qualified R.C.E. or L.S. with the County Surveyor for each monument showing the references to be OF THE INSPECTOR. KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT used to reset that monument after completion of the project shall be provided to the City. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND IS AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT SHOWN, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR Prior to obtaining a certificate of completion for the project, a copy of the corner record filed by a LIMITED T0, REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ENCROACHMENT PERMIT, DUST CONTROL PERMITS, STORM DRAIN CONNECTION ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR qualified R.C.E. or L.S. with the County Surveyor for the resetting of the existing monuments and PERMIT FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. the related permanent witness monuments after completion of the project shall be provided to the SOUTHERN CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. City. 11. TRENCHING/BACKFILL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE CITY OF THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR NOTICE TO CTOR RANCHO C O CUCAMONGA STD. DWG. NO. 341 TYPE 1. UNAUTHORIZED CHANGES TO R F THESE PLANS. AN T T 0 USES 0 ESE LAS ALL CHANGES 0 HE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE CONDITIONS INCLUDING LOCATION AND 12. CONTACT UNDERGROUND ALERT 1-800-227-2600 AND ALL AFFECTED UTILITY COMPANIES ELEVATIONS OF ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THE AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR CONSTRUCTION QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE THE PRIVATE ENGINEER SIGNING THESE PLANS 1S RESPONSIBLE FOR ASSURING THE ACCURACY P.O. BOX 638 TELEPHONE: (909) 987-2591 AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER RANCHO CUCAMONGA, CA 91730-0638 CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 FONTANA, CA 92336 C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER P.O. BOX 97 TELEPHONE: (800) 427-2200 RES. SAN DIMAS, CA 91773 TELEPHONE: (800) 427-2000 COMM. D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 585-A NORTH MOUNTAIN AVENUE . �w�■ ,� UPLAND, CA 91786 0 0 13. THE MINIMUM CONCRETE COVER BETWEEN REINFORCEMENT SURFACE AND PIPE INSIDE EXIST. SEWER MAIN LINE SURFACE FOR TRANSVERSE STEEL SHALL BE 1-1/4". ASSUME 1-1/2" TO CENTERDESCRIPTION OF REVISION DATE CITY N OF BAR WHEN CALCULATING EFFECTIVE DEPTH. WHERE VELOCITIES ARE BETWEEN EXIST. SEWER MANHOLE Sf f 17 R� APPROVED cy 20 AND 30 FPS THE CONCRETE COVER ON THE INSIDE FACE OF THE PIPE SHALL BE INCREASED 1/2". WHERE VELOCITIES EXCEED 30 FE'S, THE CLEARANCE ON THE EXIST. WATER LINE SHEET 1: TITLE SHEET CITY OF RANCHO =A v O&UA INSIDE FACE SHALL BE INCREASED 1". DESIGN STRENGTH 1N THESE REACHES w�� w o SHALL BE Fc=4,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND. EXIST. STORM DRAIN SHEET 2: STORM DRAIN LINE "A" PLAN AND PROFILE p�� Yy�. �i►wv Pf'VIL Z �. 15536 o SHEET 3: DETAIL SHEET P M IR//�p� EM f N�pC ft ��+ `^i - PROPOSED STORM DRAIN STC 4T1/`' I 11W H r4..�1/�7 0 V) N N — — —— TRACT BOUNDARY a —� DAYLIGHT LINE 7TTLE Approved By / DATE: 1 oL2'� a (1044) EXISTING CONTOUR -- / E I0N4 CITY ENGINEER RCE N0. 24953 0 1044 PROPOSED CONTOUR �� ��� CUy� IGNED BY J RECOMMENDED: 0 2: 1 SLOPES wI BI _.....A1E19CASC_= 'J4 q�AI 0 48 HOURS BEFORE YOU DIG DRAWN BY: Ea N�� ■ NIIIIF�- F'3t ■ /`!cam_ SHEET FL FLOW LINE CALL 31/04 MAN 937 SOUTH VIA LATA OF 3 UNDERGROUND SERVICE ALER SUITE 50 CIVIL \Q CHECKED BY: COLTON, CA 92324 DRAWING N0. 1 -800-422-4133 £01 CA1fO CVA PH. (909) 783-0101 FAx (909) 783-0108 -,D l 7 9� s BENCH MARK: -BOLTCODE-8 TYPE AM ING SB CO ' g ; 01091 SETTING CLASS-LIGHT STRUCTURES i SPECIFIC SETTING i RND HD BOLT IN CONC. r CURB. LOCATED 6 Ml. N/E FROM THE CITY OR TOWN OF ONTARIO COUNTY-SB.0 COU SB CO. AT t N/E CORNER MILLIKEN AVE. AND 4TH STREET 0.5 FT W OFI ROP-IN . _ D LET ELEV. 1035.881 BASIS OF BEARING - P.M. N0. 14647 ff Tr 1060co a � o • f e E V U 3 f ui U a ! 3 � E ►-. k a _ I 3 EXS77NGmo?wO'U"N' D _ ,O E Fi.LE3 r _ ExsT. gASN td 220Dk OF PIPE NTH coMPacr=a FILL= + 53.;71'FUTURF nNISNED SURFACE 53. . , _ 17 y sO Clt OF PIPE X7S1NG,GROUND N 5 roe ` OF EAD WALL 1 049.fi0 EffGL LE V 9.6 TOP OF f HEADWALL FLOEA+LINE / f } 8" RCP I GRADE-1 i 20' ' b x SaF3 0032 101 114 TOf4 RIPRA� , T*- 3 k s=0:0032 _.. _ f -ao632 . _ W $ ^ fI0M FABRtC 12 GRAVEL €v (MIRAF7 700x 1 w 1 4 TON ti W m _ o >i rn h ; OR EQUAL) m Je �' via r; ooh OK pN RIPRAP, T=3' N 1 b N ' _ i 'a i`O + �v 40t LF EXIST O + ~ �+ 1 .." 12 PCP LOW* .F h ' "r `8 o r% o o I ao 0 42 RCP TO BE d1 .. o> _ FL PIPE 4 .� .fl � + ,t `t O � � ._ -- `s REMOVE© ^ 37�C�0/r � A _ ,�, �. •r f _ H o _ - � _ _. a - _ , _ . _ . .. .._ _ ._ N.T.S. a _- - _ -_ ..,., ,. i_ ._.. ,".,.... - - n, . ...- ..,. .. : r _._-:. ..,-: -. ., ..-.n.,..s- v-_. a,. - ,. .,. r. .. e.v -r.-.. ..-s ,..vs+r....._..,:.wsw.- ro.vr-tea, an-.a. s.rrr-a+>i:r. w.-r,.+ae..n.r+.;m.r_-„-. - -w..:-.- r"-...- -+.-a e+ .Pr--aw.x -.c4P. r.. - _ - - _ .w,a.-J..:•.... ,..-....r.-n...,..w va. , ,x: ro...;.«+..s. n...,., ,.o.. - - ,,,. . . .. ..-_-. -: ,.w -: .. ..,yy ... .._ .f, - o- _» a u,_.w.-„-...w.,...-++>:ar - .-+s•a ► .r..a+..w+.exp-.>avo,s,.. w sxY,-,-,r`wsrc•+rt e.rw-,n+.o .. +asmn+c=w rr.+..x - wir.... - _ .r ,.. ,- ar9,x. s+n -+o- +e:,ean•r, _ +sem s-- -rw,:++v+f- wt.« +mss .. ,n+..w•. v. a.a s-a. 040 - "hre rs.a... sr.. +„y r. a?,. •,.gib+-sn.a••u•+n„-.ham- +.f.i-y-..y:rvs.... s- ra..Y--.w.oa....-..a..,.- _mow.:. :..wvr-- ,± r .. - -s. : _ ,-.kr•+`w.*.A-s, i+.._ �. M..a+- +4x+.-w,eFasi- as-w - �.,, +.n-x +R +.r,»a '+'^v;+. -_�. ..1+> ,R_-...n ...r-f-..,- f- ��^� s f W GRA VEL 4 � w FILTER FABRIC T-12' - t#YDRAULtC DATA a HYDRAUUC DATA► t ORMIRAFI 700x e _ . EQUAL) 69.0 cfs tW _ ca W vi q 36.1 cfs 100 5.5 f fpssi ; cn v# AX= s.11 , ice it o �' w o, c ► _. 40 C4 O 2 N tp W i0 + .f i p�O 11 a 0+1 Z g rp' O .f _ui W IN 0 + + LINE A cb- w s N O .� .� w O ^ V w co W - � r 212.20-LF 4E8 1FCP' _ � 25Z.70 LF >v 48 RCP 209.07 LF - 48`IRCP - � _ 205.14 L %V Y8" "RCP' £X153 STORV BRAIN (14000) (1400-D) (1400-D) (1400-D) 5.91 Lf 15350 PROFILE SCALES PER P.M. NO. DRA VERT.NTNG NO 1738 0 1 "=4 i f ¢ TRTRUCTION - i " 40' SHEET 7 OF 14 ' � HORIZ i - . f z 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 J f 1 I1 II / F fi l 3 10+00.oo l BEG. 48 RC 2 8 15 1 fi / 1 � p !ll\/l� 14 BEG. 10 FL 1044.00 FL / \ '`bp \ G J • J 7J No. I J JD ! 11 II I * BEG. 12 RCP / � \ A �� xQ oh \ � \� �II II I ' QD� II I CURVE/LINE DATA s61 �' \ \ l l ' I 9c a \ \ \ `` II I I I DELTA/IEAFM RADIUS LEND T/DIST. TANGENT N a� p•5 104 1. \ \ \ 12' WOE I I!I 3 {�. j A N73'28'26"W - 64.33' - ' 4END 12 RCP� ,� � � 12' WIDE \ \ S.D. ESMT I 11 N \ , 10 * m \ �x S.D. ESMT \ \ �,� �� ►I ��\ ��\ B 18'25'44" 90'00'00" 28.95' 14.60' \ 11 ( \ C N55'02'41"W - 123.58' 12' W1DE \ \ _ FUTURE 6"OLF C RSE a �G \ S.D. ESMT E / \ \ \ - ' '� \\� \ 0 \� \ � -------------------------- D 90'00'00" 45'00'00" 70.69' 45' DETENTION BAS! GRADING X \ \ \ \ H ( II Q \ --- �o� \ 6 1 `' -�-- -----_--__--_- E N34'57'19"W - 119. 14' - \ � F 80'03'25" 45'00'00' 62.88' 3 7.8 0 \ 5TH STRE 1 \ LINE "A" �h �G ' c, \\ \\\ _ G N64 59'16"W - 191.39' - / - - '��/ ri�l� EMPIRE �/ C x��� \ \ �h�� v \�\ \\\ 'w �xLSL.31." � M.zr -------- H 14'13'14 90'00'00" 22.34' 11.23' EXIST!NC EMPIRE LAKES �� \ D / 0 \ ,\x � __-_==----------- 1 N50'46'02"W 61.80' I�C�L�. COURSE � � // I -- -------- J 14 26'01 " 90'00'00" 22.6 7' 11.40' I \ K \, a�- ___ - K N65'12'04"W 60.97' N�� 14 64 7 ' \ ; -T__ �'' � EXIST STORM DRAIN L 83'12'59 45'00'00" 65.36' 39.96' I \ 4 1 +94.09 PER P.M. N0. 15350 I � �� � '' _ ND P1 E FIFTH STREET AND FAIRWAY IF'UT'URE EMI PIRE LAKES \ VIEW PLACE IMPROVEMENT I ��'� EXIST. 42" RCP PLAN SHEET 7 OF 14 GOLF' COURSE APARTMENTS L DRAWING N0. 1738-D •-�.}Jj7-. / .74 \Y_!_i EXIST. 114 TON RIPRAP z- 'r 7,_4''• _<r� t TO BE REMOVED AND SALVAGED P.M. NO, 155._ 36 PA RCEL 2 - �, , i EXIST. RISER INLET g , TO BE REMOVED / IN. 0CITY P.M. IV O, 14 E54 � DESCRIPTION OF REVISION DATE APPROVED EXIST. 12" CMP TO BE �±' ;i ABANDONED IN PLACE. .: PA R CEL 7 crrr of CUCAMONGA N CONSTRUCTION NOTES PM NO. O AND PAROL 2 OF PM NO. 15536 -- STORM DRAIN IMPPO PLANS C1� CONSTRUCT 48" RCP (1400-D). �: SO CONSTRUCT LOW FLOW INLET PER DETAIL "D" o SHOWN ON SHEET 3. C2) CONSTRUCT HEADWALL PER CALTRANS STD. PLAN 089, CONSTRUCT 12" RCP. �: PRIVATE SYSTEM - NOT MAINTAINED BY CITY STOF�1�l EAN LRE OA PLAN AFV PIK,�F, AS SHOWN ON SHEET 3. OF RANCHO CUCAMONGA CONSTRUCT 1/4 TON RIPRAP PER CALTRANS STD. SPECS. �c 14 CONSTRUCT CONCRETE FLARED END SECTION TYPE "B" Approved By DATE: 72-2.02; T=3.0' PER CALTRANS STD. D94B, AS SHOWN ON SHEET 3. F � o SAWCUT AND REMOVE EXISTING 42" RCP. S/pN l CITY ENGINEER �`/i✓ � , ;�CGfi �`�� � RCE N0. 24953 0 O 15 CONSTRUCT ANTI ACCESS RACK PER DETAIL SHOWN ON SHEET J. �� c ESIGNED BY: RECOMMENDED: CONSTRUCT TRANSITION STRUCTURE PER CITY STD. PLAN 334. y B! • ASC_ 104A ci a 0) 0 * 16 INSTALL DRAIN-PAC STORM DRAIN FILTER INSERT PER MANUFACTURE'S 4s HOURS BEFORE YOU DIG 9 GRAPHIC SC�iLE r'-' DRAWN 8Y: E_` /V Q ■ " E E W'A I trr�4c�_ SHEET C6) CONSTRUCT MANHOLE NO. 2 PER CITY STD. SPECIFICATIONS OR APPROVED EQUAL (UNITED STORM WATER, INC. 0 3 ao 0 20 4o so PLAN 319. 1-877-71-STORM). CALL 04 MAN 937 SOUTH VIA LATA 2 OF 3 40 0� UNDERGROUND SERVICE ALERT SUITE 500 7 EXISTING OUTLET BASIN TO BE FILLED IN Jf 00 CHECKED BY: COLTON, CA 92324 DRAWING N0. WITH COMPACTED FILL. 1 -800-422-4133 gT£OF CALf0� CVA PH. (909) 783-0101 FAX (909) 783-0108 9 - D a BENCH MARK: CODE-8 TYPE —BOLT STAMPING SB. CO. BM 01091 SETTING CLASS—LIGHT STRUCTURES SPECIFIC SETTING—I " RND HD BOLT 1N CONC. r CURB. LOCATED 6 MI. N/E FROM THE CITY OR TOWN OF ONTARIO COUNTY—SB. CO. AT -T1- '°' •`''`�' N/E CORNER MILLIKEN AVE. AND 4TH STREET 0.5 FT W OF DROP—INLET ELEV. = 1035.881 10— I fir r BASIS OF BEARING - P.M. NO. 14647 L ih Fee eaf►stewt Kc ecu of f a.•of• .d. �` am -----•--...._. A - 8 PLAN Erin VIER IPt AN 7M NOTFS Tarlo'o em an Wft# ese"on yorq.,e Mrd on Net sectkw%, Groove era an cut*t LOCtIOn :ieoye end an ovtet oworWr � ,• �2 CONSTRUCT HEADWALL PER CAL TRANS STD. D89, AS SHOWN HEREON. i ftn ; e c D c ISL r1�[ ` A s c c t IsLsvc' "'1 O3 CONSTRUCT 1/4 TON RIPRAP PER CAL TRANS STD SPECS. 72-2.02; T=3'. _ t �• r r r= ' r-a' � +' ryr r-w' r s•• _j ,. ., : a" y 2" r-r, ti'-71 3 * 8 CONSTRUCT LOW FLOW INLET PER DETAIL D SHOWN HEREON. �•• r r/1' r r I rte' ..- - rr . . TOP OF HEADWALL O ..► i • �' ••" LAT i0" r'a" 3" ,4 9';� 'r ; w 15 CONSTRUCT ANTI ACCESS RACK PER DETAIL SHOWN HEREON. tD*r '* -far sac a _..l W' I-7" 3�( i S'-2 - 6'-C" � Y., r-r• ; ... ! i--T- 6'-a' S to vloe � _.. _ JI .� .r• ; e--r, 3V. ; s•-s E••c•• - x 14 _ — — �k 16 INSTALL DRAIN—PAC STORM DRAIN FILTER INSERT PER MANUFACTURE'S r t �f' y L s x e — — — — SPECIFICATIONS OR APPROVED EQUAL (UNITED STORM WATER, INC. xi-' t-0" _s•' 6'-fi"' r-O' tT" Y-s3 •%'• d._0... — sECTroh a-a , . — SECT13)i B-B yx z' s a3i" s'-+ e' 0 1-877-71—STORM). yt•• r-�• yh" s•-s'i r-s•• Q .w T PRECAST- CM CR_ TSE FLARED END SECTION TYPE 8 A PRECAST CONCRETE FLARED END SECTION TYPE A -._ FILL VOID w/ CONC. 7.5" * 16 48" RCP ' O alA✓tl K�f OPTXX.AL 8 * FRAA4E CASs IAI� N0. A 8 tentra>ctor hos Of* obtson Of %F*hV 0110 ' Tyne l 4r 6 - - prKMt wtr_rr►s fldrl4 Mel lAGI{M INTO EXTENSION l 14 2- : C4r�!vtstm rttrtes 7y ,rmtrorterer / 36" 42" 3028 LBS.j er+G •A be po'a for ss eo•Y:.ers Dia+• 012436x8 48' S4" 3864 L85._1 ' D1243880 61) 66' S6!t LBS �C�LV �� t Grid DI243672 72' 76" 6172 lBra 8" OR StA1t OF CALIF — - UP To 0'-** a DEPTH FAal.vltl ar iraA't'..pt7rtiAYtan 1 ' — 10� HORIZ- a x »o otic CONCRETE FLARED END SECTIONS 1" = 4' VER. NC SC.AI F --- - -- M D 94 f LOOSE FR.41ME r s f FAVII*G NOTCH 3- TRAMC 1IIT PEDr` �Jc PRIVATE SYSTEM — NOT MAINTAINED BY CITY ' _ FRAME MAY � CAST OF RANCHO CUCAMONGA k `, _ DIRECTLY INTO Box -. (OPTiCNAL) 18*01' TM WALL KWOCKOUTS. SLEDGE OUT AS 31" ROUND RE OUYRED. THIN WALL (TYP. 2 PLACES') S ase coi.1� root[[ •Q,,t t KNOCKOUTS. /- SLEDGIEOUT C11T51DE crom f er r-6"1 I r �i"o>t w K r-6•.1 s j'+"��opt*' r L t:' r.• 1 or 2 ia^ r-8" r h5 R£OIIYREO ,OF WIGHT� . t `� nj - c I ^rLWI awl ow -T + � �, i I I t ast n [ �-� 7 ElE. '. _'1"�" ""� ,} ! I E I M"mo - 1982 ILL. t-- HEADWALL i !i_ r"t - - --- t est t1� A r all *1 e.f }42! I . IL i FRONT ELEVAtIt FRCN7 E�EYl2IQHl F8447 ELEYJITt�! SRCGEE M EAL'WA_L Fi3OI. ELEVATIW SINOLE N-ACiWALL D:,°�:1LE NE&)IIIA+ L �S L7G ;8'_E HE' L he dockir•rt:an ad h 9MOM"ttee fM •TIC:ar�ess " of Pae vote. SEE DETAIL G" 5' C.C. IAO 1� D „ Ss4GtE lac>6LE hartror,lt tis ears 4'wGxIm_" sp•oclne. R52i3606 6' i50 st.� L SAO•+ cont 0�1t siDse ?. Y rl+n!ercer►q adv+•4 vara Ja+rer•:Cd o•d 13' _ _ C wBd1Y MXTENSION L>!- y t CIr ` ' 3 lenptn otf t'nny � rort" to &At EXTENSION C/ NA thw 4d cAmetr• toK te.�ns encu+st'e3 Ir, tie 144 avt stye[ • 12" R5243b12 12- 900 LEIS. ---- - T STAINLE S STEEL , 1 9' cw Sx[G:E OOUEG[ t`' ww 1nwpolark-n may be n3eO to r.wnta r >. "� x 7 rt n ARC t sr•►ei i qu0n !s. 3"x3"x3 8" L BAR -� � - �D'- � 5 tsel [int ConC / . , d l FRAME AND GRATE ;T T i� i� L st1E T �" _r 4. Ok-a�tttrva re for oe07 D.rt►osee wit. ANCHOR BOLT r / G r � _ _ ,A to ASSEMBLY A ARABLE z 'it 1.22i-+s IN 'RAF�1C OR ' y. t.-=� Ira tis- . . n SYRIAN YQDELS -.'- _ -7: - ' -1-•' BAR 2x3 8" TYP. PECE r�, -r`il3 0., r 1'7� r�• .. _� _ t , t 1 F tp An LV WAY W4 x� lr,i i'I' E" f'� t t BAR 2"x3/8' BOX DESIGN LOAD: =r 3 -c {0 41' xr s.,- 4 1" t-Q t' t I SECTICN. S#k stE A TYP. t - 'il f[ It . ]; tt x t . I I <t D6_1 a -S'•a'-s" r� !2,0.• b rg, 1.� SEC T_a'#. StyGLf ,. t t 2, t �CAJ! -_ r;_AG14 ALES H-2O TAAF�IC .t' c i •r t+2 i �+.:� � �.� I.,y. `- 3.1I 3CT--6,� x& 1 4Z 3 y - AND PR04t1CT INFORMAT M- Sf r_T _ _ iPlt3�DKhlsf�IIt ET t iA. CONUCT .1fNSF'r Rtt_CAST. �w -s i r v'T.- - n n - AR "x QM DPTt[1stAl fR/ktR!!tt.A�T r, ---c • t _�, ►�_► � __�. <<�tt.x� STPAIGNt HEADWALLS O B 2 3/8" tttt ' SIR IC�yT H£ADY+ALLS F TYP. N[)CT1EttsldN ►4. �-». &t»I a<roI r ». � DETAIL 'G' 00 S*tf'On a A �tD�ar�elnq -Y.�awi tv- j ' HEADWALL •eaw Irl+�ptrtter If'i0 E/9 s / lose nom S" ' r. i r -.. 1 .f 30 r._. -f 46' C larta•+K (/4" WELD * �� D -t 1/4" WELD TYP. 1 (—� f , �u A 48" RCP LOW F,�OW � 3" N.T.S GOtGi»r Stool 1 ! Ep STAINLESS STEEL t►/t_ -- _ -.___ .-.� -- ,V- Jetal I _�r�•S d••J r,i'- -� ! ph_ SEE DETAIL "H" %"0 x 7" 1 » m- -;r_i' tea" SEC T;UCi A-A lYs=.� �'•I j - q F 1` ...1 ?•.y�._ • r•o„1+ �. ^- , r.o.•� ANCHOR BOLT fjtQ'tiT ELEYA'104 -'L" HEA(MALL SECTION -"L•`lE ADWALL -r 2'a G- .. „ FBCNLELEYATIQ"t SE '�N tlw'k.of L !EAI��!Pl.� HF_AD74'ALL 3" BAR 2"x3/8" (TYP.) Slee+'font ttv+ OHC Steel Co.x S►eo{ Cc+nc Steel+ corc 6" o Ib .T Lel et L6 [T LK Cr Lr3 cl, (TYP.) ' f f}_ yb _ _ '- " ' tEtfG►N +e NOTE: ALL FRAME MEMBERS (BARS) SHALL CITY o tr' i �—if I i: ; �.. DESCRIPTION OF REVISION DATE APPROVED !' IC' 6' �' t' It3'• f' 4'• BE GALVANIZED AFTER FABRICATION S i a C/2 tow one.Sttv [oar• Steep Cone ite3 eorc Steel [ t_25 i(t�= t t I 74 �L8�8 L'r LB tT IS i1r LS LT /�/'j'�/ OF o T.. t,_r -4 aZ. fi r 4 t t I t I 1'•xt} ;; •t t; _h 11.001 -i id t I I 14 ',1.T F DETn �// 1 1 A •• - .. I t Ct t I t FAI t 1 ►' L JLI ,,S' i'., i I. r t _ !.}? 95 .i 1 I I . i 1SEMM Al/.. 'M TT— �•- lt. �� _ y' _ j•�• t ft y' i � t. t 1 '•�� PARCH— e 2. 1(fr' �1J._ i4�� .6[ �•' iE 1� NaMJ ■ /�{FrVi � PU �i 15536 o •. %_�: _ lig .' `� i ._ _' ��.. c _j . . 7 StaTf OC CelFalesl{ 'A V I �.�T i/'11[f �, 4 1 . ;-_�'_ t ,.�? � ,. I. y _i i -��}'_ ; "-� _` .�f� S-I-• j •rs 2 } ,; . '!. E� OCH3�TKhi OF -4Al�,fQiTAt10N ANTI—ACCESS I RACK Z -`I _ t. —_ —_ I 1 s'-t �.�" 1•'v yr � t ', _ '=T ' NTS PIPE HEADWALLS • HEAOwALLS ";_,��!E!lDe;rAt - CIRCULAR PIPL CUL VLRT PEADWALLS CORRUGATED METAL P-PE ARCH CULVERT 11EADWALLS NO SCALE - oAAProved By DATE: a J QRpf ESSI CITY ENGINEER ,�— -Gvi�, '(i�y RCE NO. 24953 0 c(/ 9� DESIGNED BY. RECOMMENDED: c _AE o w m BI N Cas • N E. -�.es c� 0 48 HOURS BEFORE YOU DIG 41983 DRAWN BY - _ SHEET CALL !7 X04 MAN 937 SOUTH VIA LATA 3 OF 3 UNDERGROUND SERVICE ALERT SUI TE 500 �f9 CIVILP CHECKED BY: COL TON, CA 92324 DRAN?NG N0. 04 1 -800-422-4133 T£0 CA1�� CVA PH. (909) 783-0101 FAX (909) 783-0108 �9y -