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HomeMy WebLinkAbout2200-D AM GENERA L NO TES: 1. ALL WORK SHALL BE DONE iN ACCORDANCE Wi TH THESE PLANS, PROJECT CONTRACT DOCUMENTS (SPEC/F/CA TONS). AND THE CITY OF RANCHO CUCAMONGA STANDARDS. AND NOTICE /U CONTRACTORS THE STANDARD SPEC/FICA TONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDi TION Wi THAM AM Cons truc tion con trac for agrees that in Coforl Courl SUPPLEMENTS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR Aff Adr accordance with generally accepted ADHERENCE TO THESE STANDARDS AND SPECiACA TONS. AM construction practices, construction �'n Sury� r� contractor will a required to assume sole ���'n�� �`�'�ue`�°`�f 2. ALL PlPEL/NES 0R SUBS7RUC77JRES OF ANY KiND, TELEPHONE OR PO R POLES, A TER and complete responsibility for fob site conditions during the METERS, UAL UES, F/RE HYDRANTS, ETCETERA, SHOWN OR NOT SHO ON THEE PLANS course of construction of the project, including safety of a// Wll7HiN THE RIGHT OF A Y LIMI TS OR iN ADJACENT AREAS ERE IMPROVEMENT WORK persons and property, that this requirement shat/ b mode to /S TO BE DONE SHALL 8E ?EMO D, RELOCATED, OR PROTECTED /N PLACE AS REQUIRED 't app/y continuous/y and not be !i itd to norma/ working A T N0 EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. 1 CONS UCT 0 RCP (D-LOAD PER PLAN) 610 LF hours, and construction contractor further agrees to defend, '3. ANY CONTRACTOR PERFORMING WORK ON THiS PROJECT SHALL FAMILIARIZE HIMSELF 2 MODIFYXi RNG JUNCTION STRUCTURE PER CiTY OF RANCHO CUCAMONGA STD. NO. 331 1 EA indemnify and hold design profess/onal harmless from any WiTH THE S1 TE AND SHALL BE SOL EL Y RESPONSIBLE FOR ANY DAMAGE TO EXIS77NG CONSTRUCT CA TCH BASIN PER CITY OF RANCHO CUCAMONGA STD. NO. 300, W PER PLAN. S NC/L CA TCH 4 EA and all liability, real or alleged, in connection with the " " , performance of work on this project, excepting liability FACILITIES RESUL TING D/RECTL Y O IND/REC7Z Y FROM HIS OPERA 77ONS, ETHER OR NOT ASiN TH PHRASE KEEP GUTTERS CLEAN FOR THOSE DOWNSTREAM" PER C/TYS CURRENT STORMWA arising from the sole negligence of design professional. SUCH FACILITES ARE SHO ON THESE PLANS. POLLU77ON PREVEN77ON STANDARDS . THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXIS77NG S7RUC7URE, 4 CON57RUCT 7RENCH REPAIR PER CiTY OF RANCHO CUCAMONGA STD. NO. 120 370 LF Al/ contractor and subcontractors performingwork shown on PAVEMENT, CURB, GUTTER, U77L/TY LINES AND OTHER APPURTENANCES AFFECTED BY THE 5 CON57RUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. NO. 307 CASE B MODIFIED WTH L= N=5' 4 EA or related to these plans shall conduct their operations so /NSrALLA Till OF STORM DRA IN SYSTEM. � that employees are provided a safe place to work and the l�1 CONSTRUCT 18" RCP (D-LOAD PER PLAN) 62 LF public is protected All contractors and subcontractors shall 5. A PERMiT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING CONSTRUCT STORM DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318 3 EA comply with the "Occup a tion a! Safety and Health DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUC17ON WiTHIN THE CITY OF CONSTRUCT REVERSE FLOW PARKWAY CULVERT FOR LOW FLOWS TO WOUP SWALE PER CITY OF RANCHO 2 EA Regulations" of the U.S. Department of Labor and with the State of California Department of Industria/ Relations RANCHO CUGAMDNGA RIGHT OF WAY. CUCAMONGA STD. DWG. NO. 107 A, MODIFIED TO CURB FLOALiNE (NO 1. " LiP). construction Safety Orders The Civil Eng/neer shall not b 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN @) CONSTRUCT NORMAL FLOW PARKWAY CULVERT FOR LOW FLOW OUTLET FROM SWALE PER C17Y OF RANCHO 2 EA responsible in any way for the contractor or subcontractors ACCORDANCE WITH THE STANDARDS OF THE STA 7F OF CALIFORNIA BUS/NESS CUCAMONGA STD. DWG. NO. 107-A. compliance with said regulations and orders. 7R4NSPORTA TON AND HOUSING AGENCY, DEPAR7MENT OF 7R4NSPORTA 77ON (CAL TRANS) 1 a CONSTRUCT WA TER OUALITY GRASSY SWALE, LENGTH PER PLAN. 220 LF : STA TE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND PRI VA TE ENG/NEER NOTICES TO CONTRACTORS MAINTENANCE WORK ZONES" (S.A.F. T.). LA TEST ED177ON THE SPECLAL PROWS/ON, AND IN ACCORDANCE WiTH THE DETOUR AND PHASING PLANS TRAFFIC CONTROL AND SAFETY The existence and approximate location of any underground DEVICES SHALL BE PLACED AND MAINTAINED TO THE SA 77SFAC77ON OF THE ENGINEER. NO i r „. , I I utilit/es or structures shown on these plans are obtalned by a SUCHP11BA IC S TORAf DRA/N PL NFOR TRA C T 7u9 9 I .. . I search of available records. To the best of our knowledge, DEVICES SHALL BE REMO VED OR REL OCA TED WI THOU APPRO VA OF THE ENGINEER. 71_1�7111_� `- I . . . . g _.. there are no existin utilities or structures except as shown 9 P . w.., ,A w..... ....,., .., .y:' a ... ..,w.....-..ww:.w.wwwrmw..,... W...,..-,..,,.»..., ...„..,_. .w ,.,., ,�.,. ,...�, ,..i. .aw.....�...�m . .....e A7. CONTRACTOR SHALL LOCA TZ" EX/S77NG LOOP DETECTORS AND RESTORE /N PLACE AFTERon these plans. The engineer assumes no liability as to the iNSTALLA TION OF THE PROPOSED STORM DRA/N. x. �' 41 exact location of said lines nor for utilities or irrigat/on lines , I whose locations are not shown. 777e contractor shall be s 1 2 3 4 5 6' 7 IIS 8. PR/OR TO PERFORM/NG ANY EXCA VA Till ON THE PROJECT THE CONTRACTOR SHALL � �I responsible for notif n all utility and irri anon companies SUBMIT SHORING DRA WiNGS TO THE Cl TY ENGINEER FOR APPROVAL /F SUCH SHORING DOES 42 16' J� 9 .Y g �' NOT CONFORM TO STA TE OF CALIFORNIA CONSTRUC77ON SAFETY ORDERS DEAL/NG WITH w` prior to work on excavation to determine exact location of o/1 EXCA VA TONS AND 7RENCIHES AS ISSUED BY THE D114SiON OF INDUSTRIAL SAFETY THEN lines affecting this work, whether or not shown heron, and SHORING CAL CULA 77ONS AND DRA WINGS SHALL BE PREPARED BY A CALIFORNIA _ .,. M . _. .n..._r ,._ ._..... _... _. .._ ___.__._.a _ .w .._® __.._�._..ry___..._.___._ I for any dam age or pro tec tion o f these lines. Adf REGISTERED C/V!L ENGINEER. _ _ 43 I I QUAL/ CT P� 0. The contractor shall call in a location request to 9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAW/NGS /S BASED ON THE ASSUMP770N xmµ « '- _ Underground Service Alert U.S.A. Phone 1-- 00-422-4133 .��mk «. wuss 9 THE PiPE WILL BE INSTALLED /N ACCORDANCE W TH THE PIPE BEDDING DETAIL AS SHOWN 2� I i ARTIHOLOW �d two (2) working days pnior to digging. No construction ON CITY OF RANCHO CUCAMONGA ST?. DWG. No. 341 IF THE 7RENCH W!DTIH EXCEEDS THE `° II I '`r GP U permit issued by Public Works Department shall be valid k 15 14 12 11 10 , I ��� o w involving underground facilities unless the applicant has an OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES THE BEDDING SHALL BE MODIFIED , 43 s . . . . AND/OR PiPE OF ADD177ONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED tll 27 �'� � w inquiry iden tifica tion number issued by U.S.A. I I i ODIFiCA 17ON SHALL BE APPROVED BY THE CiTY ENGINEER. CANDLEWO D Q q E w TREET q ® C TYSBURG ST. 10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG No. �, « : I 16 25 46 SPR//VG ill T/V. CR. I I 28 120 AND SHALL BE VERIFIED Y COMPACT70N TESTS TO THE SA 7TSFAC770N OF THE N TORi � 13 21 ENGINEER. ""f I FiR S E I DR E �P � 17 24 ; .I 47 29 11. COMPAC17ON TESTS' OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPAC77NG ORIGINAL GROUND AND ALL SUB GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO I P L RE !/ALLEY D. CUCAMONGA. A l N REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED � i I 48 I€„ I , �''�'G'�y MILLER A VE: 4 30 � � 19 20 22 23 TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MA 7ERIALS I� ��, � ` AND,/O? SURFACING. mm 18 49 I ` q BEARINGS ARE BASED UPON THE CENTERLINE OF MILLER A VENUE AS 12. PA DING SHALL BE PERFORMED IN ACCORDANCE W/77H R VAL VE AND PA VEMENT TESTS _ a v 31 I �° "u BEING N89:56'04"E PER ACT MAP 15711 RECORDED IN MB TAKEN TO DETERMINE STRUCTURAL SEC77ONS (PR/OR TO PA V/NG). -- f Q q �w _ :., 50 I 2 /80- N ERNARD/N0 COUNTY OR _.:..e . w.. . _ 8 S RECORDS. F 13. ES77MA TE OF QUA N7777ES IS PROVIDED BY THE ENG/NEER SOL EL Y FOR THE CONVENIENCE 32 OF THE CONTRACTOR. THE CON 7RACTOR SHALL MAKE HiS O DETERMiNA TON OF M_-ry, - _ M 4 wn _M_ � ®. w.. , ►I? � � Q CONS UCT70N OUAN77TIES BEFORE SUBMITTING A B/D. ANY 17FM OF WORK REQUIRED BY �� � � ������ � � I € f� �'` BENCHMARK: THESE PLANS WHiCH IS NOT SPECIFICALL Y LISTED IN THE ES77MA TE OF OUAN7777ES SHALL I x' _ _.....aQ , ,. ; .. ► CHER V/L ST. GA C/A DR. `� CITY OF RANCHO CUCAMONGA BM 10032 BE CONSIDERED AS INCLUDED IN THE OTHER 17EMS OF WORK. I 33 34 35 3fi 37 .,, 38,�_ 39 40 " '"' ; " ► I I VICINI��'' � DESCR/P7TOlV.• SET 2 BRASS DiSK /N CONC WING WALL 14. SOIL BORING LOGS ARE MADE A VAItABLE FOR THE CONTRACTOR FOR SUCH USES AS HE ........... ,p ,I 4 .�` STAMPED "C/TY OF RANCHO CUCAMONGA BM 10032 1987" NOT TO SCALE MA Y CHOOSE TO MAKE OF THEM iN THE PREPARA 77ON OF HIS BiD. THE CiTY OF RANCHO _ AT 77HE N E CORNER OF FOOTHILL BLVD. AND EAST AVE, 5 CUCAMONGA GIVES NO GUARANTEE, El7HER EXPRESSED OR IMPLIED, THA T SUCH SOiL 'I 2006 THOMAS GUIDE PG. 573 GRID J7 . ., k I .. I _. . . . .. _... .__.__. _.._._._..., _, .,, .. ... .._w._ .__.. _...._ ,_._.... ..ar__,...__._..._.b_..a.,. _.,. . _ .,..« ... FT. S. OF NORTIHERL Y END OF NG WALL OF BRIDGE BORING REPRESENT A TRUE AND COMPLETE CROSS-SEC77ON OF ALL THE A TERIAL TO BE LI ENCOUNTERED iN PERFORMING THE EXCA VA 77ON AND EARTHWORK ON THIS PROJECT ACROSS E77WANDA CREEK. ELEVA 770N. 1195.431 4 3 15. LOCA TIONS OF CA TCH BA SIN CONNECTOR PIPE JUNCTIONS WITH CA TCH BASINS SHOWN ON AC I " THE DRA WINGS ARE SCHEMA TIC. /T /S IN THAT SUCH JUNCTIONS BE LOCA TED A T � °�' � THE DOWNSTREAM END OF THE CA TCH BASIN UNLESS A DETAIL OF THE CONNECTION /S „� � �/ 11VDD(SHOWN OR A NOTE SPEC/FICALL Y INDICA 7ES OTHERWISE• /N ALL CASES THE EXACT I ` � � y x �� r 3' _. � �� SHEET li .. . .I LOCA 77ONS WiLL BE DETERMINED IN THE FIELD BY THE ENGINEER TO MEET FIELD CONDI TONS. L IS T OF A 88RE VIA TIONS SHEET NO. DESC?iPTON 16. ERE U77LiTES ARE IND/CA TED ON THE DRA WiNGS TO BE SUPPORTED. SAiD SUPPORTS _KEY MA P 1 T 7Z SHEET SHALL E IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD DWG. No. 339 UNLESS SCALE: 11-100* BS BOTTOMOF STAIRS FINISH 2 MILLER A NUE PLAN AND PROFILE 07HERW/SE INDICA TED. SURFACE ELEVA 77ON 17. SANITARY SEWERS AND HOUSE CONNEC77ONS CROSSING OVER THE STORM DRAIN TRENCHUTILITIES BOTTOM OF WALL SHALL BE SUPPORTED IN ACCORDANCE WITH CiTY OF RANCHO CUCAMONGA S7D. DWG. No. TELEPHONE.° CF CUR FACE 339 AND ENCASED PER GENERAL NOTE No. 5 ON SAID STANDARD DRAWING. HOUSE VERiZON CONNEC77ONS SHALL SE REPAIRED PER C/TY OF RANCHO CUCAMONGA STD. DWG. No. 339, P.0. 0X 725 C CUR CASE J. CHINO, CA 91708 FL FL 0 !NE DAF VEL OPAER Cl VIL ENGINACER 18. WHEN INDICA D ON THE DRA WINGS SANITARY SEWERS AND LA TERAL CONNEC77ONS / HEREBY CER77FY THA T ! IDENTIFIED ALL SURVEY MONUMENTS OF CORD(S) THA T COULD (909) 949-8108 OFFICE CRSS OO CO UN1 TIES O, INC. SHALL BE ENCASED 0 BLANKETED IN ACCORDANCE WITH CiTY OF RANCHO CUCAMONGA DISTURBED BY THiS PROJECT. ALL SAiD MONUMENTS iCH CU REN7Z Y EXIST iN THE FIELD ARE GAS: F FINISH SURFACE 510 T Ci US EDGES T 1035 SOUTH MILLiK N A NUE, SUITE E STD. DWG. No. 340. SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: SOUTHERN CALIFORNIA GAS COMPANY G GRADE BREAK GLENDORA, CA 91740 ONTARIO, CA 91761 1050 OVERLAND COURT CONTACT.• PA TRICK D/AZ CONTACT DON BROOKS 19. LOCA TIONS SHO ON THE CONTRACT DRA WiNGS FOR EXiSTNG SAN/TAR Y SE HOUSE ® SPIKE WASHER, STAMPED LS 4430, SET FLUSH, PER R.S. 6,/31 LOCA TED INTERSECTION OF p.O. BOX 9,� G GUTTER (626) 914-1943 OFF/CE (909) 635-0335 OFFICE CONNEC77ONS ARE APP OXIMA TE ONLY. THE CONTRACTOR SHALL FIELD LOCA TF CEN TERL/NES OF MIL LER AND EAST A VENUES. SAN DIMAS, CA 91773 HP HIGH PO/NT (626) 335-9320 FAX (909) 635-0365 FAX LATERALS. ® PiKE WASHER, STAMPED LS 3186, SET FLUSH PER .S 98,/10-11 LOCA TED /NTERSECTON (909) 592-1799 OFFICE INV. INVERT ELEV. 20. CITY APPROVAL OF THESE PLANS DOES NOT REL/EVE THE CONTRACTOR FROM OF MILLER A VENUE 7ERL Y f OF TRACT 17919. WA 7E?,,,�E R.° RESPONS/BILI TY FOR THE CORREC17ON OF ERROR AND OMISSION DISCOVERED DURING CUCAMONGA VALLEY A TER SEWER DISTRICT LP LOW PO/NT CONS UCfill UPON REQUEST THE REQUIRED PLAN REUlS/0NS SHALL BE PRO PTL Y ® SPiKE A SHER, STAMPED RCE 29224 PER TRACT MAP 15711 M.8. 288 PG 0- 3 LOCA TED 10440 ASHFORD STREET SUBMITTED TO THE CiTY ENGINEER FOR APPROVAL INTERSECTION OF ILLS? A NUE EASTERL Y f OF ACT 15711-1. P.O. BOX 638 TC TOP OF CURB DESCRIPTION Crry 21. 0 SITE AND E 7FRiOR STREETS SHALL BE KEPT IN A NEA T CLEANS AND HAZARD FREEPRCM RANCHO CUCAMONGA, CA 91730 TG TOP OF GRA ELEV. RK T N X ® SPiKE WASHER, STAMPED RCE 29224 PER TRACT MAP 15711 M.B. 2 PG 0-83 LOCA D (909) 987-2591 OFFICE ORDERL Y STA THROUGHOUT CONSTRUC770N. Si7F SHALL E CLEANED UPON REQUEST OF IN7ETSEC77ON OF DOLCETTO PLACE AND MIL LE A NUE. TOP OF F00TNG ELEVA TON moo I T %J I'O%AHANU k.; k; MUNU 7HE INSPECTOR. EL EC /CAL: 7R TOP OF RETAINING PO 77ON OF ;? ® SPiK WASHER, STAMPED RCE 29204 PER TRACT A 16105 M. . 281 PG 56-61 LOCATED SOUTHERN CALIFORNIA EDISON CO. ALL ELEVA TION 0, Aft pa a 22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED U77Li TY COMPANIES INTERSEC77ON OF EAST A NUE NOR THERL Y �'' OF ACT 17919. 7951 REDWOOD AVENUE TS TOP OF STAIRS FINISH SURFACEORM DRA IN A M NS AS REQUIRED D (2) WORK/NG DA YS PRiOR TO EXCA VA T'0N. ® "� �,� FONTANA, CA 92336 ELEVA T70N N 23. THE FINAL SURFACE LAYER OF ASPHAL TC CONCRETE ROADWA Y PA ENT SHALL NOT BE o ISA �c�� (909) 986--5861 OFFICE TOP OF WALL ELEVA TON o H PLACED UNTIL ALL U77LI77ES AND U77LITY LA TERALS WITHIN THE ROADWA Y HA VE SEEN DA 7ED; �° INSTALLED AND ALL UNACCEPTABLE PARKWA Y AND ROADWA Y IMPROVEMENTS ARE MARiSSA CROW77HER, P.L.S. 6152 EXP. 3/31/201001 REO D AND REPLACED TO THE SA 77SFAC77ON OF THE Cl TY ENG/NEER. 4P . 1 Q1 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERM! INCLUDING, BUT PR/OR TO OBTAINING A CON57RUC770N PERMIT FOR THE PROJECT, A COPY OF THE CORNER A�.� NOT LIM/TED T0, ENCROACHMENT PERM/TS, DUST CON7ROL PERMITS, STORM DRAiN RECORD F/LED Y A QUALIFIED R.C.E. OR L.S TH THE COUNTY SURVEYOR OF EACH ONU NT eRoF Ess toMq I I g Sc)1 1 CONNECTION PERMITS FROM SAN BERNARDiNO COUNTY FLOOD CONTROL DISTRICT, SH0 NG THE REFERENCES TO BE USED TO RESET TNA T MONUMENT AF R COMPLETION OF 7HE �aDl CUCAMONGA COUNTY WA TER DISTRICT METROPOLITAN WA TER DISTRICT, ANSAG PROJECT SHALL BE PROVIDED TO THE CITY. w4 p R. Q,Q �yOOF RAILROAD (METROLINK), ETCETERA, PRiOR TO BEGINNING WORK ON THE PROJECT. ; �Q' °° PLAN IN ENGINEERING U PIVEYI s JD PRIOR OR OBTAINING A CER77FiCA TE OF CO PLE77ON FOR THE PROJECT, A COPY OF 7TH CORNER ca ,� m 1035 South Milliken Avenue,Suite E � " ,► w No.41829 m Ontario,Ca.01751 NAWN 25. CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ENGINEERiNG CON 7RACTOR) RECORD FILED Y A QUALIFIED R.C.E OR L.S. WITH THE COUNTY SURVEYOR FOR E RESET77NG c� �► 9o9_�� 925 /N ACCORDANCE W1T1H THE PROMS/ONS OF THE CONTRACTOR'S LiCENSE LAW (CALIFORNIA OF THE XIS77N MONUMENTS AND REL D PERMANENT 77V SS MONUMENTS AFTER SXR. rV 1\- � 909-62115-0365 Sax OF JD BUSINESS AND PROFESS/ONS CODE, SEC77ON 7000 ET SEQ) AND RULES AND REGULA TONS COMPLE77ON OF E PROJECT HALL P O14DED TO THE CITY. s��T �I v�� ¢P , Q ADOPTED PURSUANT THERETO A T THE TME THIS CONTRACT /S AWARDED. ° c a�-�F® DON BROOKS, R.C.E. 41829 EXP. JIJ11201 Q Q R� � 0 PROJECT SHEET OF ----------- ........... ................... ............. ........... ................................... ................. ------------- ------ ------------ ------------ -------- .................... ------0 V�R, P4pi OF­,P1i............... ----------- ..........................................----------........... ............ ..........---------- ........... ----------1w.......... .......(16 �o........... I ---------- ......................... .......... ............... .........g-n 2 ................. - 4 7 ...................... ------- .......... .................. ......... .....................-77 I..........---------...... ............. -------- ...............---------- ....... .........--------- ------ ............................. .........-F-181 -(12- ...... 150p) 5_� a L 0 vy�v= W ..............L ....................... ........... ............... ......... -------T. 48 .9 IV .9 -------------.......... ...........- I 11-1-11-11-11111-............ ........................... L.............. ------.......... ..........v4z A vs L J0 RCP (I�75,'OD,. INS TA L LF JO 7150p) 1 Li .......... ........2C MA, 15 2cl ' '-6.169�ps.... .............. ........... T..........I ............................. ------ --------- .......... ...........-----------.................. PROFILE ----------------- ......... ...... ........... --- --- ......... ........... ......... ............ ........ 7- 1 11=40$ .............. ------- 11-1-1111r. ...... ....... ---------............. ------ ------...........................� 1 1 =4* 10 it 12 14 15 DAN rE PL A CE moRNINe IcREs r P1.A CE STORY DRAIN CONSTRUCTION NOTES: 12' PARKWAY WIDTH 1 CON57RUCT 30" RCP (D-LOAD PER PLAN) 5 5 7.5 2 MODIFY ElYIS77NG JUNC77ON S77FUCTURE PER CITY OF RANCHO CUCAMONGA ST9. NO. 331 3 3 8 4 WIDE I I CONSTRUCT CA TCH BASIN PER CITY OF RANCHO CUCAMONGA STD. NO. 00, W PER PLAN. REVERSE FLO W S7FNCIL CA TCH BASIN WITH PHRASE XEEP GUT7FRS CLEAN FOR THOSE DOWNSTREAM" PER CITYS IFARKWA Y CUL VERT CURRENT STORUWA 7FR POLLU77ON PREVEN77ON STANDARDS CONSTRUCT 7RENCH REPAIR PER CITY OF RANCHO CUCAMONGA S7D, NO. 120 il 10 10 1101 10 SWAL AND 1 1 FA BRIC SEA L CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. NO. 307 CASE B MODIFIED WN L=5 & N=5' SIDEWALK BEYOND CONS7RUCT 18" ROP (D-LOAD PER PLAN) (n A C PA KNG N CONSTRUCT STORY DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. .318 6 114' 00 INLET: CONSTRUCT REI�ERSE FLOW PARKWAY CULVE RT FOR LOW FLOWS TO WOUP SWALE PER CITY OF RANCHO CUCAMONGA 6 STD. DWG. NO. 107-A, MODIFIED TO CURB FLOWLINE (NO 1.5" LIP) AND WITH LENGTH PER DETAIL A THIS SHEET. 9 ------OUTLET CONSTRUCT NORMAL FLOW PARKWAY CULVERT FOR LOW FLOW OUTLET FROM SHALE PER C17-Y OF RANCHO CUCAMONGA STD. DWG. NO. 107-A, MODIFIED WITH LENGTH PER DETAIL A THIS SHEET. ...................4 CON57RUCT WA 7FR OUALITY GRASSY SWALE, 4' WDE x LENGTH PER PLAN. INT 9 ST. STA. 10+00.00 DANTE PL 5 1 12 13 10 10 GRASSY SWALE EROSION CON7ROL MEASURES- SEAL PARKWA Y CUL VERT INLET WTH A UV RESISTANT SOLID GEOFABRIC OR PLUG INLET nA%ST. STA. 10+00.00 PALMIRA DR TO PREVENT SEDIMENTA 77ON DURING CONS7RUC770 N. FABRIC TO BE REMOVED BY CUSTOMER A T PROJECT COMPLE77ON 7 OR AF7FR LANDSCAPING IS INSTALLED. USE GRA VEL8465 TO KEEP FABRIC IN PLACE. DO NOT ALLOW SZORYWA ZFR STA. 15+30.91 BC 3 TO ENTER SWALE AREA DURING CON57RUC770N. SEE EROSION CON7ROL PLANS. .................... A G6REG4 7F BASE 8 I.SARA 0 0?/VE 7 6 7 oot cAErro PZA CE U5 7 A, N:9zi 3 DAETAIL A - WATER OUALITY PARKWAY SWALE -4 -4 N BEARING RADIUS LENGTH El PROP. 12"I" EA SEMEN T I N44:56**04"E 28.86 3 3 S TA. '10+00 00 LINE '*�4 2 N89:56 04'E' 299.93 5 5=1.9+57.50 EX SD ",Ex. R W A=45 C=4'� L=9' N154 34"E 126.19' '54'E' 9.27' N8953 4 if INT 5 NOO"06"06"W STA. 17+57.11 UIE'R AVE. ...... 700 ST 6 N89:53'54"E ITI.55 %,7 13+10.14 DOL CETTO PL.-------------------- 7 N00*06*'06"W 32.64' CRY DESCRIPTION OF CHANGE DATE 17 18 19 22 1 1APPIRMED"54'E'8 N79:53 TO.0=9 CITY OF RANCHO CUCAMONGA CURVE TABLE ER A VEN ME_ A RADIUS LENGTH 48 SD RCP STORM DRA IN PL A NS PER WG. O, 00 1837-D 45'0 00" 22.50* 1767'EX. RIW 2 74 7 O'JO 45.00' 58.26' M11ER A VENUE IT 74"08:20" 29.1 I' TRA CT MAP NO* 17919 APPROVED By DA TE .ss CITY ENGINEER R.C.E.#MIL FR A VE S TORM DRA 1W GRAPHIC SCALE DESIGN R. &40 0 20 40 80 160 PLANNING ENGINEERING SLJRVEYINC-� JD rn 1035 SOUth Milliken Avenue,Suite E Uj No.41829 m Ontario,Ca,21751 MAWN Exp. 3/31/1 0 909-62s-022S 909-6215-02SE5 Pax IN FEET CTv IV JD 2 OF 2 I inch 40 ft. CHECKED DRAVANG NO.IL/�- 4 OF DON SROOKS, R.C.E. 4 1 82 9 EIYP. JIJ 112 0 1 0 1 DRB 2-200-5D PROJECT SHEET OF