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HomeMy WebLinkAbout1897-DGENERAL DOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLENEN13 OF AMENDMENTS. CONTRACTORSHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. 1 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR THE ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS "THIN: 0.01 FOOT OF SUB —GRADE ELEVATION AND AT NOT MORE THAN 50FOOT INTERVALS., ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 'SHALL BE CONSTRUCTED PRIOR TO PAVING, 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB —GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. B. AT COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION Of ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. R—VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASE. 10., PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB —GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE FROM THE SUB —GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A BETTER QUALITY THAN THE NATIVE MATERIAL 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS GYM DETERMINATION OF 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 BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER THE CITY OF RANCHO CUCAMONGA STANDARD NUMBS? 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF THE PLANS DOES NOT RELIEVE THE DEVELOPER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION* UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALLUTILITY COMPANIES, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. LEGEND PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: BC BEGIN CURVE A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 CL CENTERLINE CB CATCH BASIN MR. BOB STAWNGS EC END CURVE FOR BASE LINE ROAD CONSTRUCTION EX EXISTING B. GENERAL TELEPHONE 1 800 483-3000 ININTV INTERSECTION INVERT JS JUNCTION STRUCTURE C. SOUTHERN CALIFORNIA GAS COMPANY 1 800 427-2200 RES. MH MANHOLE 216 N. EUCLID AVENUE 1 800 427-2000 COMM. PRC POINT OF REVERSE CURVE ONTARIO, CA 91762 PL PROPERTY LINE R/W RIGHT OF WAY D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 W WIDTH 10440 ASHFORD STREET V VERTICAL DEPTH RANCHO CUCAMONGA, CA 91730 E ELECTRICAL G GAS E. METROPOLITAN WATER DISTRICT (909) 593-7474 SO STORM DRAIN 700 N. MORENO AVENUE SS SANITARY SEWER LA VERNE, CA 91750 T TELEPHONE WA WATER F. COMCAST (909) 983-9895 TB TRACT BOUNDARY 1205 DUPONT STREET (PORTION OF RED HILL) ONTARIO, CA 91762 G. MARKS CABLEVISION (909) 987-6275 10808 FOOTHILL BLVD #120 (909) 880-02" RANCHO CUCAMONGA, CA 91730 L WL r SCALE- 1-=300' I INDEX :DF SHEETS SHff— DEMIRI 1 2 of of 110 10 TITLE SHEET STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE "A" 53+07.12 to :,62+00 3 4 of 10 of 10 STORM DRAIN IMPROVEMENT PLAN & STORM -�� AIN 'IMPIR " PLAN & ,00 OVEMIENT PROFILE - PROFILE - LINE LINE "A" "B" 62+00 to 70+45.61 & LINE "E" 10+00 to lfB+50 & SPILLWAY 5 6 of 10 of 10 STORM DRAINN STORM DRAIN IMPROVEMENT"PILAN & IMPROVEMENT PLAN & PROFILE - PROFILE - LINE LINE "V' "C" 18+50 to 29+59.21 7 of 10 STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE Y' & LATERAL PROFILES 8 of 10 STORM DRAIN IMPROVEMENT PLAN & PROFILE - LINE "0" & LATERAL PROFILES 9 of 10 STORM DRAIN IMPROVEMENT LATERAL PROFILES _10 Of 10 1 DRAIN IMPROVEMENTST17RM PRIVATE TEMPORARY DETENTION BASIN UNDERGROUND UTILITIES & STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U11LJTIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES RT m SHOW, AND "IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR DIAL STRUCTURES. BEFORE DAYS BEFORE "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE YOU DIG YOU DIG, FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST TOLL FREE BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. - A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT THE CONTRACTOR AGREE! SITE CONDITIONS DURING ALL PERSONS AND PROM BE LIMITED' TO NORMAL I AND HOLD THE OWNER A ALLEGED, IN CONNECTION LIABILITY ARISING FROM I T 13LNUHMANK: NO. 10090 SET 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10090 1987" AT SOUTHEAST CORNER OF SUMMIT AVENUE AND ETIWANDA AVENUE, AT END OF CURB RETURN. ELEV. = 1534.374 CONSTRUCTION NOTES & QUANTITIES ITru nF_RrRIPTfnN *my INSTALL INSTALL ® M0_0, ww•i ME= OEM mmm 13i�! mmm MuCaulm; TY STD PLAN 331 )N PER STREET IMPROVEMENT PLA ON SHEET 5 PIPE CLOSURE AND JOIN EXISTING PIPE ICT BRICK AND MORTAR END AND REPAIR PER CITY STD PLAN 120 ICT MANHOLE NO. 4 PER CITY STD PLAN 321 ICT TRANSITION STRUCTURE NO. 3 PER CITY STD PLAN ICT GUINITE SWALE TO PIPE TRANSITION PER DETAIL ON 54' RCP STORM DRAIN, D—LOAD PER PLAN 48- CWP STORM DRAIN, THICKNESS & GAUGE, PER PLA ICT JUNCTION STRUCTURE NO, 4 PER CITY STD PLAN 3 Mrs= amril 33 INSTALL N_Qj-3LQM 04! PROTECTION BARRIER PER APWA STD. 360-0. 'PER DETAIL ON SHT 7 & 8 1,EA *niE ABOVE LISTED QUIAMMES REFLECT THE ENGNEEIrS ESTIMAM Of THE VOWMES OF MAMMAL CUT AND FUED. 14M ESTATES ARE FOR DESIGN AND BONDING ONLY. TIC COMAOM IS RESIVOSIM FOR COMPUTING IDS OWN WAffl= FOR 00147RAW RWOSES, �ONST I R. I UCT 'SKICIc AND MORTAR FUIG - 4FA. 'k&MDVS AND DISFLVF- EXISTINCv Slgr;:R AND CONCRETa WOR1<5 MEWL R046ye AN13 PIsl:z>ce 12-MSTI'NC W-WrIALL-_ 1 CA IRIE-100YE ISTING TFEMPIDR&R-Y aMEL- amRSEE top& vw POTTON PAILS. zip M5791r-TORL PLATF- t 2� SW N, 12 Q& lUBULAR STEELFtNIGE twir"T"W'Can' A Fb6 z ORWALL i�Alslrwcl ploy"idhY M 4aG. M. TYPICAL (VOUL 1 V��o p Aj54N0j?4 Ar417' 8. I'M 12 GA. TLIEW tJDV?4 N17 -QL-L41Z Y 0^CKFJLJ- p_A%S,TlfJG STOR" r6"X8"X1&'5lLI7MlP'13L0 G _R S. MWOEFOOTING. MTING SHALL MOWN TOP sl M MOAN TEH DAYS; O MAIN, Pa • WALL DETAI FERCE; 'DIETAl. NTS NTS 20 10 0 so I. TSQ. 12 Ok IMLA;; STEEL FATE FRAMWICORNERS WTSED, WEILDSD & GROWSM00W 1 VTQQ. i2 CA TUMAR STUL MNCE-VICKUS @ IM, W. TYPUL f,4 4P, MAX. OPENING ALLOVIT-V BY cong-, 4',90,12 GA 71,19ULAR $TEE' LPOSTSET IN aT DEEP X 12'SQ, COMPETE 4*003, 1140. CONCRETE SCUD TORS: 3. POST volD""A7ATES) ETE RESPONSIBILITY FOR JOB 24'CEEP X 12M. CONMETFROUTIM FOOTING SHAUACMIEVE2S PSIS ENDMA DAYS. CROWN TOP V ASSROYM 70 CRAIN. )JECT, INCLUDING SAFETY OF Y CONTINUOUSLY AND NOT r-,kAING H114SES TO rATE MmS AND Ax4 Post SHALL DEFEND, INDEMNIFY, a. ASPHALT STREET rINISH SURFACE. ALL LIABILTY, REAL OR PROJECT, EXCEPTING FOR 7, TUBULAR STEM- FMCE E ENGINEER. 5. SELF CfMM LATCH & LOWIRQF HASP, 6 16' DIA I A M R CANE B0 t 7 d 3! 4' 1 X A M It TER PI PE q E E 11 E. GATE DETAIL NTS Ex©. 2 _ 4 53 WM H&F JOB Na 011197 H&F INDEX 18, OF 28 ?OJECT SHEET NO - -23 OF DIAL BEFORE YOU DI.G TOLL FREE - A PUBUC SER 11 =4 1 IN I 99 BENCHMARK: :NO. 10090 SET 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA SM 10090 19137" ..... ... ... ... ..... . .......... . ----------- . I ......... .. ...... ----- - �4444 ...... . ... AT SOUTHEAST CORNER OF SUMMIT AVENUE AND -------- --- ... ..... . .. ---- - ------- . ..... . I. ..... .... + ------ -- -- ELEV. 1534.374 .. .......... ------ ..... ........ . ......... - -- --- - -_ ... ....... ... . ....... ------- :j .. . ...... ... . ...... . .. . . . . . . -- - ------ ........ ..... . .... ------- t _sT .. . ..... . ....... .. .. -------- -- - --- --- ------ .. . ...... . .. ..... ............ . . ..... - - ------- -- -- ------ . ......... ... . . . . . ... . . .... --- -- - -­ ---------- ...... - - --- --- j- .. . . . . . . . . . . . . . . . ... ...... .... . .. .. ..... .......... ­ . . . . . . . . . . . . -­ -- ------ �l . . ......... - - ---- ---- .......... .... . ..... .. . ......... . ... . . .. ------ ---------- ---- . . . . . . . . . . . . . ----------- ......... I . ...... . ..... . ...... ............. ........ . .. .. ..... ..... ... .. . . . . ..... . . ..... ---- -------- ......... ..... . ..... ... .......... --- -- - ------ - ----- .. ... ...... . ....... ......... - -------- = ............ ..... .. - - ---- --- -------- . ..... ----------- rz . ............ ..... . .... .. at�7 _L_4= m .. .......... t - -------- ---- ------ ... . ... - ----- . . .. . ... ..... .. t .... ..... ....... ------- ..... .... . -4 L ....... . ...... .... . . ------ ...... . . . . . . . ....... . ...... -------- .. . .......... -- -------- . ... . ....... . -L"-..',",��'i .......... 1 .... ..... . ...... .... . .......... ........ .... ...... . ... ...... . ....... ...... ........... . . ...... ... .... ..... ... . ...... . ......... . . .......... ............ .. . ....... ...... ------ . .. ........ ..... .. ... .. . ........ ------ --'- . ........ .......... ... . ...... . ....... . .. .... .... . .......... .. ......... .. -- - --- -------- =t --- --- ....... ...... :1 --- ------- ----- ------------- ------- 61+00 60+G0 59+00 58+00 57+00 56�+00 55+00 54+00 53+00 52+00 EE SHEET 4 CURVE DELTA RADIUS ANGTT ri �2 90.15 X Ll 42ILS 90*0636" 90-00' -D E ASE AB --P5 + Lo Lo U.1 ­-Z co R/W FUTURE CATCH BALSIN_ 1-11, - — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — IEXIST 2 GAS Ij T Kkll� 0� _H vlu P ER, DWG -- -- ------ TION TEM I413A Offit N -T — - ----- - ----- -- ---- - ----- ------ --- --- - - - Ex- ----------- \—R EXIST 5—�V2 WATER LLI U-j Z3 uj Z3 1 If �NE 1 54+13.21 1 BC pi LINE "Aply 15 I i 53+07.12 17 Iv`;7 JOIN EX PIPE 7�66fSTORM BRAIN 66 'ILA 1843 0 N �2 OA4 CONSTRUCTION NOTES 6 INSTALL 420 RCP STORM DRAIN, D-LOAD PER PLAN INSTALL 63* RCP STORM DRAIN, D-LOAD PER PLAN 10 INSTALL 66* RCP STORM DRAIN, D-LOAD PER PLAN @12�f— CONSTRUCT MANHOLE STRUCTURE NO. 1 PER CITY STD PLAN 319 17 REMOVE PIPE CLOSURE AND JOIN EXISTING PIPE TRENCH AND REPAIR PER CITY STD PLAN 11:20 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD PLAN 336 *CONTRACTOR SHALL POTHOI F & VERII AND ELEVATION OF EXISTING Ul"ILITIES A TOTAL FLOW BY OF 32 CFS (15100) OCCURS AT THE INTERSECTION OF PECAN AVE. & VICTORIA ST. AND WILL BE REQUIRED TO BE PICKED UP AT VICTORIA ST. & EAST AVE. BY FUTURE DEVELOPMENTS. LEGEND BG BEGIN CURVE CL CENTERUNE CB CATCH BASIN EC END CURVE EX EXISTING INT INTERSECTION INV INVERT -, JS JUNCTION STRUCTURE MH MANHOLE' PRC POINT OF REVERSE CURVE PL PROPERTY LINE R/W RIGHT OF WAY W WIDTH V VERTICAL DEPTH E ELECTRICAL G GAS SD STORM DRAIN SS SANITARY SEWER T TELEPHONE WA WATER CITY OF RMCH01 CUCAMONGA HAG TRACT RM DRO r% OL a PLAN AND 10 M=Mlr A CNEnpw"-PMftV-N 913D kdAm k StA 120-Radw Qm=wA CO PREPARED UNDER THE PPERASION OF. PROJECT SHEET NO OF m DWI H'ORI Z. SCALE: 1" . I— w.,,v A r w: 1) wsf ka ICI lIQ�� art, PROTECT EX, PALM TREES IN PLACE CURVE TABLE CURVE AN LENGTH RADIUS TANGENT Cl 60°Di1'DD" 23.58' 22 5ll' 12 99` C2 15 DS'27" 23 73' 9O.W 11.93' cr \ i l I a r c- -k- N � r w -M, r i J RG. 33 SHT-2/3 .F E, . -- ? r -- ---— . r: --r f._... EXIST 2 GAS: � �d E �l [ r i 2 Y J Y � ) l t_ `t EXIST 10' GAS -Ell { _ - _- EST"fiQ_iN"h't�R�_�=�'-1tNDt1NED'-3� A"tERI_a t �l Y l t t _ . WNW ,_Z1'/2-� ATER T _ T i 4 ODtr, __. R/W ti z Y a. a + �r� + gyp: �� I I' A cau TlL�Ir;T iTT(?A1 1 —. ( -ZL,INIE v � PyLUt& INLET Aqo 1l6AWDOM mow— I CONSTRUCTION NOTES P 1 - INSTALL 180 RCP STORM DRAIN - D-LOAD PER PLAN F �r�y_ INSTALL 2r RCP STORM DRAIN - D-LOAD PER PLAN + + + H + + 5 INSTALL 360 RCP STORM DRAIN - D-LOAD PER PLAN 4m_ clj In, INSTALL 42" RCP STORM DRAIN - D-LOAD PER PLAN 1i CONSTRUCT MANHOLE STRUCTURE NO. 1 PER CITY STD PLAN 318 12 CONSTRUCT MANHOLE STRUCTURE NO. 2 PER CITY STD PLAN 319 14 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD PLAN 331 '5 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER STREET IMPROVEMENT PLAN' 18 CONSTRUCT BRICK FIND MORTAR END 19 TRENCH AND REPAIR PER CITY STD PLAN 120 _ 2@1- CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY SID PLAN 336 comsTaUGT PIPE r,9W9I5GTlW,9 TO EX1&TWQ STMM PRA31 PER. CfrYSTD-32$1.F27. CB# 9A 1"=T0' REFER TO DWG. 349 SHT. 1/3 CONTRACTOR SHALL AND ELEVATION OF # CONTRACTOR TO RE CONSTRUCTION OF t REFER TO DWG. 349 SHT. 2/3 m w R F td} 1L'y ti .i: i T EET�� © 63+ e L _....s�..�'.�a: fir'':.'^^' .r�F— --•r .K---...— ---r —_— c,4 cvi-ry CB 0 1"-1 D` REFER TO DWG. 349 SIFT. 113 =RIFY EXACT LOCATION PRIOR TO CONSTRUCTION. 1" GAS LINE AT EXISTING FINISHED SURFACE T = 40 40 D 40 80' sceit - eet ELEV. = 1534.374 LEGEND 1355 13C BEGIN CURVE CL CENTERUNE CB CATCH BASIN EC END CURVE EX EXISTING INT INTERSECTION' INV INVERT 135 JS JUNCTION STRUCTURE A MANHOLE PRC POINT OF REVERSE CURVE PL PROPERTY LINE R/W RIGHT OF WAY W WIDTH V VERTICAL DEPTH' 1345 E ELECTRICAL G GAS SO STORM DRAIN SS SANITARY SEWER WE T TELEPHONE WA WATER 1340 LATER IE "9 x m �h�ia4dfTCSCI d1P�k'll%d ei�€slt�i, 99 j�sr' REM�I!, I6P u11T. 1zf{FC,t? SPY �ayMllblllZpAgmRL1t+i1S231PN`f3P461 04C iC9L�YigL: ()541 ii a S PROJECT SHEET NO OF - - I - — - - __ . . , - . BENCHMARK: NO. 10090 rw __ - ()_=lJ9Q") e-f-q 11 ­­ __ - ­ __ , I—. I , - --- - - ------ - ___ - = __­ '­, =.. _ -, ---. __ ,4_1_ ___ __11- _­ ­­ ­­�­.­. ­ -zJ',=_,,_,-_'.= ---.---.-- _.___­__ - ------ ------ - -- - :, - I ___,__­ - ___ _'I..- ___ .-------- "n'==1"',� � , 14, __ , =­1111-1 ­_­1__­_ ,4___� ------- �, - - ---- - �__ - ---I.. - I I - _._�_,__ - ....... � I 1=i­­1 - ------ � __ __ _:= - �_ - T , - - - l __ .__ -­ --- -,r �= _­� __ _��: ­_­ I,-,---- - .1 ........ . .... _ ......... __1+­_ ­ - - - __ ____ __ ­.- ­-­­,­.,­ . ... ...... - __ I—- � - 1 -­' ==-1 � ­- ----- ­1__+1­_11+-­­f . . .... �­­,­- ­­­­ ____ - I I __ ­_ =L_ - .---.. -1-1 _11-1-1 __ __ .--.--.-�-.-.-,-���l_,-,;,--,4--- =:r- . , , I - ___ - - __�__� ___j - ----- _�,___ __1_1_11 _­1­___ ____.­ - _1 t I i_=_±_� --- �­�_ ­­1 ­ ___i_ __ _. _ ... __ .... __ ,_­,____-:�_'_','_ SET 2" BRASS DISK IN CONCRETE CURB STAMPED : ..... . r­- : - ­1­11.1­1­ I � f�_"= E ...... l,' _F --- � --- , I z -111,11, � --I T=­ I I =Z4 ,:_""', - ­,#­­� - ----- I I—— . I - � ____ T.-,= ---I - - --=-- -.-.­­�=-f-_-7t-i=--�- ___q___ -1-l- =Z;:-� - , , , __ _____t_,_­q___. ==__ UMM A NU AN ___ I --- ___�� - __ = = -Z=�,==�:_== -t­-=i-- , ,�� ==i= ­.1-11�.­11--Z - I .1111­1­1 ... ...... "I'l""I'll""I'llll,�ll,�-11 1, ______z_t .... ill- "I -1 __,,��,�"'A= - ,,, =k_­_',_­= ­­ 4==�= = ­- = ­­ _llR.___._._.___.___ __ _1,1_1­11 ­­ _1­­­_- =,___ ____ -.1-1-i- _. :�� I i7 - _=_­­­__ ­­ ��_ __ 1- __t�=__f__j__ "I ... ­ - :�- _-___l____1__l _�____,_ -&­ " --Fa - -_- M _-L-:-t V_�� - __ -- --I ---- -� 4 ­­__ - � 1111- ------ I --- I,- _-, ____ ", , :-- -_�I-_-zz',�.�z='. -- I __­�__ - _= ETIWANDA AVENUE, AT END OF CURB RETURN. -----� __­I �'.'_-. --- I_ __�= - -= = = __ - . ,--- -Z=77:17�- �--_--Z�,_-- �111 __ 1-1-1-111111-_ "I',"", ­T.7-1=7­111 .---'..-- I—— - ... ­�­ ....... I - � ­4� ­­" � I It - 1-1 � � _ . ­­­, � I—- __�_ _�__ -_ _4­ , __ -_ � _. _,__.___,j.___=�=±_ ___l___i____ - ­Z:4__ ­1 11--" .... 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I .. 11 ------ I-,-,- 1 , i � ----- ---,�-�,"-',-�=�,�,--'t-�-�-�--l�'-�-,-- ____ , - ____ _411- - . A_,__l'l",1__j___,____ ,­.­ . ... ­4 ..... .... -.11---., ,-- 1- ....... j­--__i____ � I I . I � - I . -- - - -1:7=== r----------- - ---r—;=--T=,---- I -�--i= _�_____&__�­ . � - � I 10+00 11+00 12+00 13+010 14+00 1 15+00 16+00 17+00 18+00 19+00 � � 11 I -1 LEGEND CURVE TABLE : MIATCHLINE - STA 18,+50 ­ ­ I - - CURVE I ANGLE '1­1 I LENGTH I RADIUS 1, TANGENT ,,- ) SEE SHEET 5 BC BEGIN CURVE : I C2 I 9n6'12# I . 22.50ff 1 8.36' 1 1 , -, I , 1 35.38' 1 22.M 1 22.54! . SEE SHT 9 FOR i \' %, r 20 - - i I V� I jjj� SEE SH: I I S M ) � I STORM DRAIN' - I CL CENTERUNE I'll CB CATCH BASIN VICTORIA LATERAL PROFII F � 11 � �J; MAIN \ � ' ­­. (11h EASEMENT�_, EC END CURVE iEX . : STREET /I � O � �1\1'1_� �, h N j __,;� � U�1&14 N D(ISIING - INT INTERSECTION . � - SEE SHEET 3 , � - I I i � ,_ i, . ! � ,_ I i 11 , �. , 1; AN j i x 11. �, if f 1i . 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I I I i ", IX/ I ) I . ji� L� : 1 j 1 PL l�­,� .., , " � , I ESMT . --:� " i ". ; "' I -1 l ,I x � ,_ ", �, � _� -1 / "I f , , "'­­,` , , I 11 \, ',l ; I % l, � ,,,-,-, ','� , ", - I � - " ."M I ,11 , I , I 1. , , � 1, ,/ i � 11 ,I- �' I " , , � � 11, � � I � 't I'll I \ __ � I I � - � � I 1� t , " '� I 11 ) 11 - � 1-1 -, 1, i I 11 � : 1, 'L ,` ; � REVISED STROM DRAIN ESMT. WIDTH TO 21Y LOT 78. 7 -23-03 : I p;y r I J�� 1� I - ) I .� 0 I I � t i � , � � I /( 11 � j -1 � , " � I �j I e : �,, � , c , ; , � 1;i i , I " l_ �ej 1� I I 11 ,, � L: 11 �11,. � � l � � L I i . / " I -,� 1 ". __, \ ­ 1, I ,, 1, � I ,� � I I 11, �,, i / I l, � , l - 11 `-, I i. " Z­\ / i % � REVISED LOCATION OF STROM DRAIN MAIN IN EASEMENT TO 6-20-03 -'�� ?�f Z�s K_ ;, I I I � -,;,- i� I , I � I 3-C, 11 I , ­ ­11 ­_ --- � < �,, �J - ��, I � ,__/ 6.96' , &04' 15' ,�w W I ___ I I , _111­ ... ­, - - , � II I I—' � , - - . " ) Iti , : I � I !"', , e ! F I , 11 I , , \ I 1. 'ti --- - __ � lv� I � % '1� �,, I k I " 1, � I I I l -_ , l ,-, I �,_ - _ '-_ I --- I � �, � I �� "I �, lw � III. I �_) / \ - " I" 1, I I I , i " __� - WEST SIDE OF SEWER, REVISED LATERALS AND STATIONING, 1�1? I , r I , I 11 � - ; ; z I , I 11 - i i . I I ,,, . l J� t I I z � I i - I I I � I ... . I l . I ,1� ­ 1 1!'� i t 0 M) � I [� � i z , ! I � ; \ I �,, - � j � " � _,�, I I , . � � I I '_ - � � � � I I \ __ I I , � 1, �, ; I AND ADDED CONSTRUCTION NOTE 20, I 1 1 , � I T 1 4i , ", � ­1 I I I , ; " ,-, I I � ,"--, � I ', 5 I "I Q ,,�.�' I , l � : l '-f � " 11 ; , I 51 T � I � _,­­' - ­, I � 11Z z i I �, -4 1 1 1 � 11 _. - I �, 11 i I 1 ", � � \ �6 1 - _ -1 1 Ii � I r , I,,, L ,K I- (,1 "i ;_ i� __ l , i x .�aftn;:!:,�; - I I _1 1. I !I',, � � I ,�,,_ � , i f 1_1� i �� " , �, g l I 2 '� , I � I I , i ,/ ,,,--,-\ I 1, , � . ! 11 � , l' , 1� , , , ,­', I ., - I l, ,! " I 1, A � � _-, , lil/ I - - , I , I :, 1111­ - ", - . I ", 1, I- % , , _11­1 � I I I I ,,, � � ", ­ 1, � � ", ---,� 1� �- � � , - I - CITY a �t 1� i, � 11 . , e - -�"­ I �, � � � I . �, _1� � "" -­­ � , - , ,,, � . I 11" , � I � ­­ 11 1, __ in ! � � I i::: I 1: i i:: i:::::: iii Ili � - I � " z I il. � I � 1 � 1, � I - I I l 1, , � 11, , , � -,,, l' " ..... , I � I , - " 1, I ,� -, I � I DESCRIPIION CF REMISION DATE APPROMIMP 3 . I , , � I 1, I --, ", -r- I g1c, � " , � I I., �x , - _111.� I , , , - I I � � I � I l � 1, - I X , � -_ - ,_ !,� �, , 11 I 1, 1 ip - I i , � � : �� A - 1;� I , , .1 "I � � � 11 11 11 1'1� �11 -, . , - � � , , � I l-, I I ­� )� , , --: �� i � i , - - 1�1 -,-,, -,­ -,,, r ___'­­­�_ --- � i, , I ­', I � I T I I � �', - �,,� , I l I : - I VICTORIA I ,,l-/ - , l � I I � ... , r11 I ,L I ,,, -,, %� _ -_ � ; �, _/�, _,,l, ,___ - "I 11 I'� .____ . I ,, \ � `,� I � - - - I , ­-1,1­1 ­11" __, �, � � 1_­­, ______� ,_ l,___, I � I �', " � j I I . 1� I I I I �,Jvfial Mmmmmmmmm — I CITY OF RANCHO CUCAMONGA � 2N C, ( � � �2 L�_ STREET kPROP. 1, � i I I ,­_ / / \ - - 6 � � =ii _ER PIPE SEE SHEET 2 SEW I -�; 11 'CE Wl. ,,,�, ;5 , ��*,?Z�_x M �­ 1. , ,,, 11 -Z 11 LINE "B"' -, ,,,�q�,':�IINI - TRACT: 18279 is; ,` 1p � PROP. I I . .,u -,%�'k I � ,� 11 , I STORM NPROVEMENT PLANS � F STORM DRAIN PIPE I 6 _,VA I . -DRAIN I � 0 I ,�) ,�� �, g � :,�,,: 1- �al No, 1, �-�t �_ __A_�_ i� �'; SECTION A -A CONSTRUCTION NOTES -�-�,--��__�01� _� ,� Ep. 0_!� - 1��l , � ( - PLAN AND PROFILE � � �- 0 ­1 1-1 1.1_1­1­1­11111 1 2 INSTALL 2e RCP STORM DRAIN - D-LOAD PER PLAN -CONGTI, I - & 1 INSTALL 30" RCP STORM DRAIN - D-LOAD PER PLAN �*-RSMOVIP, AIJD 9'_� __," , 1411 v I'll ­­-, I—— - I'll, �% L I IV BP �, /, '�'l I 1�,i" � . ,- I ,kaj< 41JE7 M042TAR PLVQ - ­­­­ I Rf� 1;1% 11 .)p " I I , , , , � , � , � � - , � Wfr_Gj�, F-KIS-I'll"a RISF-R AMD CDWdRr,tS WD , I Q�J P .. 11 - I LINE 'B" & SPILLWAY - . — z I � a: - 0 A; � , 8 C7�3 : AMP 8 .. DICSPC�Gr-- EMT100G WAD'WALL- � APPROVED BY' DA 2/0_1� - 4 INSTALL 30" CMP STORM DRAIN, THICKNESS & GAUGE, PER PL I IZF_j,AVVx_7 � AN I'll TOW VP-'&ITO I I'll, I & � ,& __ (�r._INSTALL 48" ROP STORM DRAIN - D-LOAD PER PLAN I "MROVVE ARD VISFOZ:t- SKICTIXY& S -,).f RT // � a 1�� 2L. - CITY ENGINEM �4 . Alakw0a - '" - - - I b, �: Ci - q��k or t Q1 �2 , � , >-CONSTRUCT MANHOLE STRUCTURE NO, 2 PER CITY STD PLAN 319 , - -, AMWOAAMAWAMMMM IM M 1, CONS �_-%-�_�k_/ "_-A�___��� ,,- \,_��-� N!Tnnn!m� ,_ � N � ,� TRUCT JUNCTION STRUCTURE NO, 2 PER CITY STD PLAN 331 � --- � - --- ­­ - ----- - ­______­_­­. y V &I'20 CONSTRUCT MANHOLE STRUCTURE NO. 4 PER CITY SID PLAN 321 : Q= I L O WORKING: , V,rl: DIA , &T : NOTICE TO CONMCTOR ' - = I : I NX). W681 2 � )nAyg:z w2CONSTRUCT / PLA - OEM � ;7REPARED t� MPK ; uuw��_ � HWI & FWx ow4im. 777 � - I : Oro cNaom" - phwft: - sffvaft - Pdft Warli rmvm 91,MMdldnn�Sfp_i2D-RffChOLQ=nW�ArAgi730VO 4 q= SHEET 9�- 84,- ' 0 c w � � � :� � ,l' P7() RPFP7 BE pp GUNITE SWALE TO PIPE TRANSITION PER DETAIL ON SHT 8 : : 40 0 40 so ,r". "= p I ffiffiffiffiffiffiffiffiffiffiffiffiffiRM Exp. 12/31/04 PREFAMM LRJDM THE SUF 4 'Effilq0N OR 11 :�� YOU DIG ;; YOU DIG 2 INSTALL 54a RCP STORM DRAIN - D-LOAD PER PLAN ! **CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION 1 40 ____ * * i �P Nlq- feelt >� MpK _ � cr r, I : �­ — .. : 0 : E ,@- TOLL FREE 1-800-227-2606 (�f_ INSTALL 48- CMP STORM DRAIN, THICKNESS & GAUGE, PER PLAN I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ; scale � Ic v : : AND ELEVATION OF EXISTINGLITILITIES PRIOR TO CONSTRUCTION. 4. GAL\' : I - I � I I I - . I � I I 111 - - - � I � I - W� I I I I CHEOM ILa .MCLE NO- = 4 NO. MAI%r HAG 7/244 jl�g q D : 0 � I - DAn I= NO . .7- : �2 9 . I: - I �- I . . � —1- 2 ll, �- �- - � I I - - I - -1 n - - H&F INDEX 21 OF 28 ft� PROJECT SHEET NO =?4 OF I � I I HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=4' 1 WE WE t ,-Tm q� 19VIllim CB CATCH BASIN i EC END CURVE EX EXISTING INT INTERSECTION' INV INVERT JS JUNCTION STRUCTURE MH MANHOLE PRC POINT OF REVERSE CURVE PL PROPERTY LINE R/'W' RIGHT OF WAY W WIDTH V VERTICAL DEPTH' E ELECTRICAL G GAS SD 'STORM DRAIN SS SANITARY SEWER' T TELEPHONE WA WATER TB TRACT BOUNDARY DENSE TREES FUTURE - DETAIL "A" DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SER 10 0 WORKING BEFORE iU DIG 0 ip m m " PR RPDWGSEWER w tl j�' ° j 33 h 1 wl =131.5 cfs DWG m CURVETAIBLE CURVE DELTA RADIUS LENGTH TANGENT Cl 90'0O'O0" 22.50' 35,34' 22.50' C2 4W'50" 120,00' &V C31' C3 9`01'04" 120,00' 18,89' 9.46' C4 S`08'14" 120,00' 17." 8.54' C5 5'12'O5" 120.00' 10,89' 5.45' 06 14'S5'16" 306.00' 79.6V 40,07' C7 1`24'11" 294.060 7,20' 360' C8 8 25'2O" 294.00' 43.22' 21,.65' C9 D'46'46" 294.00` 4:0®' 200' INSTALL 18" RCP STORM DRAIN' - D-LOAD PER PLAN INSTALL 24" RCP STORM DRAIN - D-LOAD PER PLAN INSTALL 36" RCP STORM DRAIN - D-LOAD PER PLAIN CoNSTPcle-1 M 017 INSTALL 45" RCP STORM DRAIN - D-LOAD PER PLAN INSTALL 48°� RCP STORM DRAIN - D-LOAD PER PLAN Ems, CONSTRUCT MANHOLE STRUCTURE NO. 1 PER CITY STO PLAN 316 I 1R S AND PIS IF 1 STI CONSTRUCT MANHOLE STRUCTURE NO. 2 PER CITY STD PLAN 319 ,I � AND C040. O CONSTRUCT JUNCTION STRUCTURE NO. 2'PER CITY STD PLAN' 331 RgM V %9AISTI G T-gMf>. 10" CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION' PER STREET IMPROVEMENT PLAN S Tv-p-L. R Tz IcT- Tr INSTALL STEEL PLATE ON MANHOLE PER DETAIL HEREON R511AD I; AMP V)Sq E.yI-TI"G CONSTRUCT BRICK AND MORTAR END T� 'Dr-AIN CONSTRUCT MANHOLE NO. 4 PER CITY STD PLAN 321 A NDON :AND o krtT s TL1 'T CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD PLAN 336 e X I$ T'MJ P12 IJJ CONSTRUCT GUNITE SWALE TO PIPE TRANSITION PER DETAIL ON SHT 8 f 44vAT5 � -- h " ' -� 'ITC '� 32 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD PLAN 333 Pil"vore INSTALL 36" CMP STORM DRAIN, THICKNESS & GAUGE, PER PLAN INSTALL (NDS-80'T 6- ATRIUM GRATE OR APPROVED EQUAL ,P?zrv* NOTICE GD 3` J 1"f tER INSTALL 6" PVC STORM DRAIN SDRw-35 PER DETAIL HEREON' 'm"'�',+T� S-O" TRAP -DITCH' 14 N.T.S. DOA. ATRIUM UE (NDS-80), DIA. PVC 26 a INSTALL e DIA. ATRIUM GRATE (NDS-�80), PER DETAIL HEREON, FRIVA- e CONTRACTOR SHALL POTHOLE & VERIFY EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONSTRUCT MODIFIED' MANHOLE NO, 4 PER CITY STII PLAN' 321 AND PER CHANNELIZED BOX STUCTURE DETAIL HEREON. LINE SHAFT m 99 SWALE PER GRADING PLAN A r btl';IUf-1MAtz',IK` NO. 10090 SET 2" BRASS DISK IN CONCRETE CURES STAMPED "CITY OF RANCHO CUCAMONGA BM 10090 1987" AT SOUTHEAST CORNER ' OF SUMMIT AVENUE AND ETIWANDA AVENUE, AT END OF CURB RETURN. ELEV. = 1534.374 SEE SHT 9 FOR LATERAL PROFILE s f �, 1; �,ir ——4.12'tE-10 { LIN D:' �+ D1=D2= 4" 3 /4 REVISED S.D. TRANS. STRUC. STA. 21+01.44 �p +f IS REVISED S.D. TRANS. STRUC. STA. 22+80.79 i/ 'p REVISED STORM DRAIN ESMT. TO 20' ON LOT d I f�-. p 3 Y ONTRACTOR SHALL CONSTRUCT CHANNELIZED ! , *PHASES.PHASE®!. FORMING ! TEEL PLATE, PHASE 3, CONSTRUCT BOX® ! p e® MANHOLE! " e- e Ip A ON sts HAG _ I oAIE 9-4-03 8-25-03 7-23-03 6-20-9-�03 DATE DATE: j i f R; 24953FMOOMMEMM . 0 T9 �o 7veft • POW Vkft 11 E-b z= A a .z PROJECT SHEET NO OF BEi iC'HMAR{ : NO. 10090 _ _ ___.. a9 ...b. ,, a— `. M_:_._e �.__..... _ t : : .-- ._:. r_. t ..,,, t ..«.. .__._� __:.. ,— s —, —� --� - ' SET � BRfASS DISK IN CONCRETE CURB STA�h3PE? r —, tt _ ____._... _,._.v;i .....-.._.. ., .... ...._.... .... _..._......: .... .. .... ._ .. ... _.. _... .. ... ..___ .._....: _.. .,. '.._.»,. ._ .__,_.__.. 1 _5. pj-- j b L A.......,t........., ., .... _.. ? .i,-... .., .1.,,...1 ........ �—_...._._ . _ _.:_T.a. ... .......a.. —_ _ ._..,_._ ._._ �..`..> •-= ----.._._.,_ ----E- .__ ....y........ ... .. ..... ;...__�y.__ •___•_ -,- , �. ,.F r '.- r.. s --, -`----- `__. :__ §____.--ff—f.. s- E- '—..----3.. -c -e _e--.-� ^.____"_.__.--,.._ .. ...__.._ .`... .._ ,._ _. y_,__.. .....:.. ......... r. .. � � } T .. 9 � ,.. t r r 2- i. } i __- -- _ _-_'---•---- __-.— -• ...._. _.___.. _..:..___. _.-�,-- _ ._.. __ .5._ �.._ -_-. .1 _ _ < .__3_. - � �._._ , 5 — — � � } AT SOUTHEAST CORNER OF SUMMIT AVENUE AND .�__ —. ___.., ,... mr � � { : ___._ ___... � _ __.: _._ _ .. _ . ETTY�ANOAti AVENUE, AT END OF CURB RETURN. : :__. _ ___.:____., _____•_ .... - _�__ t 0. i a .. .--•- -, s < -. -.- >- o- t d i 4. 3 .. t - ,, }. ,... i �. s a..—_F"" F--__ ..q. ,:. T __5 ..i . X [_ a i _i _y. .. t ....._ ._i_ _.+ _.._. � _i__._ _.,— 3 F � L -r (— —..� • —f.-- . [....__., F r 1— S - y. —! :. } ._ . _��.F_.._- ..._.....L... ...a. ._,...,.. ..r .__k__ __j__..__ _ ___ _-_ __ _. ___ _— 1___.3 __ __ __ _-5_.. a 5�.. .. �....._-t ,- . . —.. ... � T i —. ,. ., k ., , vY —: # —�� v— F { ( I `F ....... _.-.___z._ s _-__'__ HORIZ. SCALE: 1" DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SERA Im WORKING f BEFORE U DIG 0 mi k CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 50'5548' 45.W 40.UQ' 21.443' G2 287741" 306.06 15200' 77.60' C3 31 28'25" 294.00' 161.50` 82.84' C4 45''QQ"QQ° 45.00' 35.34' 18.64' C5 45QQ°QQ° 45,W 35.3V 18.64' RW/'TRACT CONSTRUCTION NOTES INSTALL 18" RCP STORM DRAIN — D—LOAD PER PLAN 2 — INSTALL 24m RCP STORM DRAIN — D—LOAD PER PLAN �3 INSTALL 36' RCP STORM DRAIN — O-LOAD PER PLAN INSTALL 36" RCP STORM DRAIN — D-LOAD PER PLAN 11 CONSTRUCT- MANHOLE STRUCTURE NO. 1 PER CITY STO PLAN 318 12 CONSTRUCT MANHOLE STRUCTURE NO. 2 PER CITY STD PLAN 319 14 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD PLAN 331 15 CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN 22 CONSTRUCT GUNITE SWALE TO PIPE TRANSITION PER DETAIL ON SHT 8 7PiVATf RE 22 ullo 2$ 91 SEE 'S1-IT 8 FOR LATERAL PROFILE GUNITE s ROUGH f 25 LEGEND BC BEGIN CURVE CL CENTERLINE CB CATCH BASIN EC END CURVE EX EXISTING INT INTERSECTION!' INV INVERT MH MANHOLE PRC POINT OF REVERSE CURVE PL PROPERTY LINE R/W RIGHT OF WAY W WIDTH V VERTICAL DEPTH' E ELECTRICAL G GAS SD STORM DRAIN p� SS i Iti LO' E SANITARY SEAR' T TELEPHONE SEE SHEET 5 WA WATER f= 1I t !1,1 I It 1 3 , c � a�mai 1�4e1 a PROJECT SHEET NO A,ov OF BENCHMARK: NO. 10090 SET 2" BRASS DISK IN CONCRETE CURB STAMPED 4, V E ....... ... - . ....... — --------- ----- -- CIT n 4 . ..... . . . ......... - ----- ------- -T SOUTHEAST CORNER OF SUMMIT AVENUE AND = I -E� ..... T - -- -- - -1111- 1111-1- � -11- --- - - 2= -4 J ------ ---- - - - - - - - - ----- - - ETIWANDA AVENUE, AT END OF CURB RETURN. .. .......... ..... .... ... . .... ..... . ------ --- ---- . ...... - = L 4 . ... .. .......... . . .. . ......... ELEV. 1534.374 .. ..... . . ... ------ ........... --- - ------ --- ---------- - - ------- - . ......... HORIZ. SCALE: 1" Nic-oT c!rAE E-. I" 14 MAL BEFORE YOU DIG TOLL FREE A PUBLIC SERVICE BY 09 13 16 1 17 1 18 ) 8. DWG rnvr 0 Tymn— - ir1-18g E7 PER DWG 10 \iLA9TERv&11-60 2 m �n w N'4415 4a7M8p 50 W Co c4 ` 4 SCCJ4 12 ttc Y y LINE CURVE TABLE CURVE DELTA RADIUS LENM TANGENT C6 19'27'5r 294.00' 99.88' 50.43' C7 19*31'49" 306.00' 104.29' 52.66' ca 79'52743" 22.50' 30,19! 17.86' C9 79'5274Y 22.51Y 30.1v 17.86' CIO 45VU00" 22.50' 17.67' 9,32' 1 CONSTRUCTION NOTES I NSTALL,le RCP STORM DRAIN - D-LOAD PER PLAN 2 INSTALL 2e RCPz, STORM DRAIN - D-LOAD PER PLAN 3 INSTALL 30- RCP STORkf"ORAIN - D-LOAO PER PLAN Q 5 — - INSTALL 36" RCP STORM DRAIN D-LOAD PER PLAN 11 CONSTRUCT MANHOLE STRUCTURE NO. 1 PER CITY Sit) PLAN 318 2 CONSTRUCT MANHOLE STRUCTURE NO. 2 PER CITY STD PLAN 319 &14 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY, STD PLAN 331 @-15 CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN 18 CONSTRUCT BRICK AND MORTAR END � (22)— CONSTRUCT GUNITE SWALE TO PIPE TRANSITION PER DETAIL ON SHT 0 ???ov97f- 19+100 lool"An BC BEGIN CUf CL CENTERLIN CB CATCH BA EC END CURV EX EXISTINGI� IN:T INTERSECT INV INVERT MH MANHOLE PRC POINT OF PL PROPERTY R/W RIGHT OF W MOTH V VERTICAL E ELECTRICA -G- GAS, - , SD STORM DR SS SANITARY T TELEPHONI WA WATER APPROVED BY: DATE. 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" � 4'. 1.= ­­ -�- , �� I- .,I ".'z � __ � � � � , � q . ' __ � '__ _- - - ­t-­ ..... ...­­� - , � I . . . ...... ______.­ :: , - , , , , , , 19-4-nn 1 0+00 11+00 I%^ 4 7 I � � '� _�- _�'q,�,, � N 25 I- � f, �/ ,-,,.- I , , ,,, , ,-­ "i ' , i __ (�Irr , Q­­'�_­N' �_� 10, U/Oj/o \" _� � --------- - - - 'mr I , - n . I . : A (PEE ­-1-1, ­ ... ­­ - ­ - '�, . �, - - . __ x I 3 ", � 77 , i .11 , 7::� — >n- x 1,59Z 4 - . _-.11", FIM, 1 - -11 0 _­= ­_1 �111 �,- ,,'/ 51=_ti�__ __ Z� 39 X1 � - GUNITE SWALE PER ' �z-7-�§7_�_-�� --,�, - v ,1 ___:7�_____ -.� -Z A-0-Two GRADING PLAN xi ,,,-444�_ - - ZZ, __ 7---K?A=z=m-___ - � _-_�_ I ­ !.- ­ � d��­__,�_Z� m�`== -04; � � - 7�7-`i` " � 'R"�-, � r I I I � V I - I �al, LINE "U" r CONSTRUCTION NOTES �� &1 INSTALL 18" RCP STORM DRAIN - D-LOAD PER PLAN 2 INSTALL 2dr RCP STORM DRAIN - D�LOAD PER PLAN Q�_ '@-CO11 NSTRUCT MANHOLE STRUCTURE NO. I PER C)Ty sM PLAN 318 @��15 _CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER STREET IMPROVEMENT PLAN if Cwm=7RU BRICK AND MORTAR END @��_C22 ONSTRUCT GUNITE SWALE TO PIPE TRANSITION PER DETAIL HEREON 7gjv,jrf': &INSTALL 12" RCP STORM DRAIN - D-LOAD PER PLAN rp I s%T-6 0 I I 1 L / t, t �/ � , 30, 1.11112-111111WAIJI MEME � PROVIDE 3/4 ' X 2- NOTC14 IN HEADWALL AND DOWNDRAIN TO RECEIVE GRATING. , \ VARIES WITH SLOPE - - �, ­­ __",� ��_�_ ..� . , � -P �_f �A&� . _____� " _� �,F - - . ,.- , F-7 4r,,,�.— SECTION A -A I � - co --a----] 0 BLE (4 TOTAL) A SWALE SECTION B-B I— 31/4 OF --t - - �_ f �W_1% -11, "-2-,- _ ­1 ------.--- -, .4 PEMW TER I i 1i I I I , I ff , i =4 GALV, -��'�� -_ I \ I I I SUPPOnT BARS. 11 � , AT ?- O,C� , ­ I . 4� ___ V, .j L __ \ - — : - j - I— I —.-- � � __ __ \ -- � 21 "" -, ' I I / I I r �, .� � __ � . I / 11 , � _,j Q... 1 4- _­ -­-wl GALV. BARS�'L A� ,I IV - " �� I 1- � D.C. WrLDED TO 64,�'�, s "', ,,' ,/'/2 - , X' It" GALV. ANCHOR 11 co - 1 04 SUPPORT BARS, �SOLTS SET fN' CONCRETE, A TOW) ___ Y �11 EE YW N 0 T ES: L Ground shoill be pr h atiSfaction of Off iCici Prior to PfWemept of conCrete. the 13UHano 2. Material �fOr cOnstruCtion Of downdrain shall b,e coricrete r6infor�,ed with 6- x 6,, WI.4 x WIA welded wire fabric. 3. DOWI-Idre�n to Pipe transition shall not be used w-fthin public road right-of-way. 4. C,rote Shall be h(�,,t diP gOlvcn�zed after fabrication. SWALE TO PIPE TRANSITION m — BENCHMARK: NO. SET 2" BRASS DISK IN CONC "CITY OF RANCHO CUCAMONC ATSOUTHEAST CORNER OFS E11WANDA AVENUE, AT END C ELEV. - 1534.374 OLE & VERIFY EXACT NG UTILITIES PRIOR TO I - , , 11 . I I - -11 I ..... . 1­ I " "I � -1 "I � A j MMM I RACT STORM MAIN W K I PLANAND �, - LINE M" & �' 002 11 1151 a 7 It I �Ivllsi ''I I A I "� I, L - _V711101,111111 11; � - I I k_, 1.1 � !,I ­­z: F . ,; 1 1 - , : " , - , , , � l, � - , , . : 1, t ,� �kTllw ­ ­ - 1. � ' PROJECT SHEET NO 30 HORIZ. SCALE. 1 "=4( 10+00 1 G+00 FINISH' a-rn c OVER 5 (ROUND I Oi+00 RM DRAIN BENCHMARK: NO, 10090 SET 2" BRASS DISK IN CONCRETE CURB STAMPED . s = CITY OF RANCHO CUCAMONGA BM 10090 1987" v AT SOUTHEAST CORNEROF SUMMIT AVENUE AND r : ETiWANDA, AVENUE, AT ENO OF CURB RETURN. ELEV. = 1534.374 9�1 E �t �- r L1 S ��i Ste[ I ,F _ PlfldN REA+18 J`19N � ry pp � CITY OF 'RANCHO: CUCAMONGA STORM DRAIN IMPROVEMENT PLANS 'o.wa5 r € Exa. 9-S;p. I PROFILE APPROVED By. DATEa iTY MiIN12 RE: 6 o PLAN PkEPARED BY: NAP cum %© mM kmbBh P&, Ste, aza-RmcMCA grM--48i-90sn SHM MPK PREPARED UNDER THE sL"U!VSoN OF, 9 or ainm HAG 7.: 2� 3 O H&F, 49E hl26 OF 28 P'ROJECt'kEET NO ,3/ OF , MA IN DEAISE TREES 31 LE:GEND BC BEGIN CURVE BLOCK WALL 3' GUNfTE DI BA.1 CL CENTERLINE f r )I) M CB CATCH BASIN SECTION A- EC END CURVE NOT TO SCALE EX EXISTING 20' SEW STORM ORA INT INTERSECTION EASEMENT INV INVERT JS JUNCTION STRUCTURE 17EQU TRIA A ' U , MH MANHOLE EASEMENT fV CONST COMBINATION WALL PRC POINT OF REVERSE CURVE An PL PROPERTY LINE SEE DETAIL HEREON R/W RIGHT OF WAY IN WIDTH V VERTICAL DEPTH D E ELECTRICAL BASIN FLOOR 8" SEWER G GAS GUN17E DITCH SO STORM DRAIN SIT DETAIL &G. MAIMAL 0 6 FLOW iAE" ,ST.'; CMP RISM PIPE A\ \A lift 0 UkJMJjllNA:YlUlN VY.Aid. IWFAIL NOT TO SCALE CONSMUC N NOTES 4 INSTALL 30" CMP STORM DRAIN, THICKNESS & GAUGE,. PER PLAN 13 INSTALL OUTLET HEADWALL PER DETAIL ON THIS SHEET 24 INSTALL 48' CMP STORM DRAIN, THICKNESS & GAUGE, PER PLAN 26INSTALL 36" CMP STORM DRAIN, THICKNESS & GAUGE, PER PLAN 27 INSTALL 60" CMP STORM DRAIN RISER, THICKNESS & GAUGE, PER PLAN 29 INSTALL 72" CMP STORM DRAIN RISER, THICKNESS & GAUGE, PER PLAN: m IT 0 0.064!' THICK, (16) GAUGE e 12" MAX. P OF SPLASH PAD TYP. EACH WAY BOTTOM OF FOOTING INLET RISER PIPE ELEVATION NOT TO SCALE 60r CMP RI 4' x 7 x 36" CMP STORM DRAIN 13.1-r LAT. t*8-27 PLAN VIEW NOT TO SCALE 72" CMP RISER-] W 0.079- THICK, (14) GAUGE BENCHMARK: NCL 10090 SET 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANC140 CUCAMONGA BM 10090 1987" AT SOUTHEAST CORNER OF SUMMIT AVENUE AND E_nlNANDA AVENUE, AT END OF CURB RETURN. ELEV. = 1534.374 m CTR. AND STAGGERED Dis4veir 1357.96 SLOT NUISANCE DRAIN HOLD 31 5/gg INV. INVERT ELEV., 36- OC STAGGI 360 N, CMP 0.75% % MIN r MIN. TO lr MAX. Mfg, X TOE OF SLOPE 7\, SET TEE SEC17ON IN WET ANCHOR BLOCK MIN. 5 SACK/C.Y. CONCRETE OR METHOD APPROVED CONCRETE FOOTING & TROWEL BY BUILDING OFFICIAL INSIDE TO DRAIN _S=0N (X—X) DRAIN •PIPE & RISER NOT TO SCALE FREEBO 21 MAk SLOPE Sz Re M OVF- AND DISF0&5E-IEyjST� VII&F-R WS i7�A rrF" RISER 5RICKANP Mee . TAR murs - mAigT 491'cH '77ZZ2:z /�1353S1 z� 1353.90 TF INwV _ -MIN 1.05% 2 4!' MN. Ile CMP-// LAT "B-9t/ W MAIN EACH WAY #4 0 19- O.C. 3, MIN. SEE PROFILE INV. LINE VM TIP. 133 INV. SET TEE \—ANCHOR 'BLOCK MIN. 5 SACK/C.Y. ) : IN WET CONCRETE OR METHOD APPROVED 41's CONCRETE FOOTING & TROWEL BY BUILDING OFFICIAL INSIDE TO DRAIN OUTLET RISER NOT TO SCALE T HINGE CONN CRON ...... ......... ACCESS PREVENTION �5\f Ab RACK EACH WAY 72" CMP rz M ISrER AND OUTLET RISER a:rl CMP )Nak_tmwr� r=Fx�sr cmp o/ TRASH RACK PERO¢i4/� A.P.W.A. STD. 360 < xr Z, > TRASH RACK PER A.F.W.A. STD. 360-0 BOTTOM OF CUTOFF OUTLET HEADWALL, ELEVATION 5 57 NOT TO SCALE V 0 ur ox, TYP. EACH WAY OUTLET PLAN -YIEW 140T TO SCALE WELD LAT "8_9�2 LAT "B-1 Rr=V,18E�V To 8��jo 7/14/17 REVISED STORM DRAIN ESMT. TO 20' ON LOT 18. 7-23-03 REVISED CMP RISER PIPE LOCATION AND DETAILS. 5-20-03 2� 1 SLOPE PH 12" MAX. DESCFaPMON OF REVISION DATE APPROWM 1359.00 I Tw CI:TY OF RANCHO CUCAMONGA co TRASH RACK PER - A.P.WA. STD. 360-0 BASIN FLOOR 1355, INV 30. dr cmp 'yp 14 0 18- �O.0 112" TYP. EACH WAY F7 D—UTUT.-HEADWALL DETAILS NOT TO SCALE 20 0- 20 40 scale 1 = 20' feet I NCC2059S Em MD-n TRACT 16279 STORM DRAIN IMPROVEMENT PLANS E PLAN'2 0 DETENTION BASINO -TEMPORARY APPROVED BY- E CITY EN004EM RICE.- " 24953 OEM PLAN PREPARED BY, AP Err Ra & lml !n DRAW a cm awAmbw - ,yr9, Pam 9130 AftdWNn Pl, St& 1204mdw Djcmmngm CA 9173D-9W-4W-9= AP PRETAREP U SUP 1ASM OF: 10 OF 11 am No mm Dmwwl fa HAG DATE mxjN0 7- D 200 H&F JOB No 01197 H&F INDEX 270F 28 PROJECT SHEET NO _,IL— OF BENCHMARK: NO. 10090 SYM. ABOUT sEE...NINGE OETAII_,,, : �' I ;�^: �.E ., - I SET 2" BRASS DISK IN CONCRETE CURB STAMPED + PLATE Q. SEE 1 If4- SHEAR PIN. +" 9 "" A /� (SM. S. 6 H 7} 6 TABLE 1: INLET/OUTLET SLOPED PROTECTION _ r P£ TE PLATE a DETAIL ®PA, BDLT SrA1HLE55 STEEL z B DOABLE EXTRA CITY OF RAIdGN{ GUGAIWGiNIGA BED 1ti0s7 1987 �' sTRaNG STAINLESS AT SdUTH qDx slzEEAST CORNIER}F SUMMIT AVENIUE A D 0 w GE VERTICAL $ TOP FRAME SIDE FRAME BOTTOM FRAME _8 PL Id2. 2 STEEL PIP 4 x 4 FILLET. TYP.__ .. . ADD 4 5 E Q_ . ' , _ . _ .. m o. ;, ETw�iAni A AVENUE, : � F KIN: (FT.) :'HINGES 512E 512E (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE BARS 2Ir : STEELLES6 C7 1E UE, T END Ci CURB RETURN. '(SM. 4+) a as 4-x4 2 12' IiiiF2 G 4x7:25 G 4x7.25 PS 2w2a.250 , ......,;,; 3fi6 T 7 I T� TOP FRAME MEMBER a 'm t- 3° '. , 3'.. FILLET WAYS :,, - ,-.: TYP. 74 w 4w6 2 12• 2x1f2 G 4x7.25 C 4x7.25 TS 2x2n.250 TYF.:j'. ___. ELEV. 15�"4'.� SIDE FRAME MEMBER ` I'B STO, I al aui lime 2 le 3XI/2 C Sx9.... C 5x9 TS 3x3x.250' PIPE. 1' 3 sq',. 3" IIII:IIII.11 IIII11LlI F ,. . _.. PL 3f8 SAND PLATE ¢r w +11 tv uI S SLEEVE:.. II 9TVPJ «. s ®. R cv a4.. 1 G 4wT:....- C 4x7. TS m W. _ CLE (OCEAN OUTLETS ONLY) W� bra 6 2 18 xlf2 25 25 2 2 250 I I I f I I l 11 1 1 I 111 11 1 I I' I I WAS gg g� + +:' '. 6x8 2 : ESm 2x1f2 C 4x7.2.9� C 4x7.25 TS 2.5x2.5s.250-- -- --: •.,m, ...,m: _ri: .:• __. :LIJxL J= �� .: (SM. 4;} .cC 4x _m.,..__ --�--- --- PLATER .. m 'WASHER' I' •••�- -g�1�• 1-Tr -I--g•-°1m � $xe 2 t8' 3xlX2 G Sw9... C 5a9 T5 3.5x3.5x:250 I@ I i 1 I I I 1 1 3 MID-MEMBER33 a w - ----- - L 3 x 3 x 31$` `t"w� 6x10 2 is. 4 112xif2 G 6xi0.5 G 6x10.5 TS 4.5x4.5x.250 u, , 90FFIT.... � SEE SM. 4 i rc4. a*--R Sx4 3 12' Ixlf2 C 4xT.25 C 4a7'.25 TS 2x2x.250 3° SEE [DETAIL 'A"- w' �. 5f8° FLAT VERTICAL ms_ icy m - 41 x BARS 0 S" OC MAX. x a',�y,w 8x6 3 12` 2xi✓z C 4x7.z5 C 4xT.25 T5 2.5x2.5x.25O ,tf-•"': dpD..;4-05 BARS CLEAR S __. m' SECTION H- - EE ow ax:.' .. tl x 2O' LONG. BOTH !'PAYS ... I _ 'DISH. 4:) mt: +x�cn era 3 12' 3xIf2 C 5x9.... C 3x9 TS 3x3x,2,50 Y �. y E, NAIL °B --- - 'w" ..... 8m10 3 12• 4 1f2xIf2 C 6x10.5 C 6x70.5 TS 4.5x4.5x.250 (1N.} (1H.} (oN.t. : 2ECTI N E-E N IBf�OMB�� FRAME awJ-o mm 5 2 If2 3 If2 a • IOsS 3 18' 2xif2 C 4W7.25 C 4x7.25 TS 2.5x2.5a.250 ~" He OM Gt� c tole 3 Is, 3x1r2 C 5x9 G 5a9 TS 3.5x3.5x.25O $' 3 4 ttr4S16I/rEYESOLT. 4+ PL tf4 x 1 1r2 MID-$UhA'ER SAME "� NOTES": o'41 Qww� T 3 1r2 4 tr2 SEAL :VITA ASPHALTIC TOP FRAME 1•j a 0'-1 If2° x s:-x a a IOx10 3 18` 4 f2x1f2 C 6xi0.5 G 6x10.5 TS 4.5x4.5x.250 BOND AAEA%EA sGBOLT MEMBER 512E AS BOTTOM A 'm •� L FOR FRAM :MEMBER SIZES. we+ b43 t=z 8 p S CAN BE �RENDYt31 AFTER SNEAK PIN v r wm w c 12x$ 3 24' 2alfz C 5x9 C 5x9 TS 3:3a.250 tX4'• .CONCRETE CURES ,..3' 6,° 3' p FRAME MEMBER'.. SEE TABLES 1 B 2, SH. 3. z-t a�z DETAIL e' j,.:® 2 vd 2. FOR GENERAL NOTES. Q s-w� 12x8 3 24• Sxif2 C 5x9 C Sx9 TS 3.5x3.5x.250 9 4 5 _ PL 1 M-alla'-9' ;'S,:...:. ---- (' SEE SH: 8. _ xLe.r m3w� IzxtO 3 224' 4 €s'2x1f2 C 6.10,5 C 6x10.5 TS 4,5x4.5x,250 1' w HI�>GE DETAIL IBM. 1 & 2}. THREE HURGaED IN�LET/OUTLET BARRIER �w-� wy hfiI�II;E DLEAR�,I��E # I LIFTING LUG. SEE DETAIL I PL TfB x 6 x w za.-o"Q'w:4,. 14x6 3 24' 2x1f2 C 5x9 C 5ia9 TS 3x3x.25Q F. E FOR RCB. a a w t- rx,- LIFTING LUG DETAIL cal �-•s.. zl 14xe 3 24, 3xIr2 G 6xIO.5 G 6x10.5 TS 4a4x.250 BUSH AND OHM q'�'w rx I Is&' HOLE FOR ~ I SIDE STAINLESS STEEL. SEE HINGE DETAIL 14XIG 3 24' 4 tf2xlr2 :: C 7x92.25 C 7x42.25 TS 5x5x.25O SDLr -.-_ �®-- FRAME I PLATE R SYM. ABOUT #. .+� (SN. S, 6 4. 71 iz'-0' MIN. I.t. H: MEMBER PLATE R 2 1r2'. I If2` 6I If2° NOTE 91 TABLE 2: OCEAN OUTLET SLOPED PROTECTION BARRIER SECTION L ` (SH, :1I SOFFIT+ BDx s12E LIET111 6 LUG 3f16 --- a a ND. OF HINGE VERTICAL BAR TOP FRAME SIDE FRAME BOTTOM FRAME D�=�-t.E TYP - rn -. N 4 F (FT.) ':HINGES SIZE SIZE (INCHESI MEMBER SIZE MEMBER SIZE MEMBER 512E S TOP FRAME MEMBER 1X AT 4x4 2 12• 2 v2x5f8 C SX9 C Sn9 TS 3x3m.25a PL If2 RAE _ EVERY tx - - .TYP. I I 1 1 I I I I I i-{"' SIDE FRAME MEMBER T 4 - _ ,f2• ., 2$ DOUBLE BAR lime 2 12 3 3f4x5f8 G 6x13 G 6x.8.z $ m2x.313 �E�TII°�NI; E F 5f$ VERTICAL BARB MID MEMBER' i x -.. _ 0 6 OC. MAX. --A 2 x 2 x. 3X8 (TYP.) : I STRONG STAINLESS TH CL3.EAR I. I I I I I I I gl,�yl L. I s: EVERY 1/4 .. 4xe 2 IV 5 1f4x5f8 C exte.75 C 8xIL5 TS 6x2x.250 STEEL PIPE - t I 1 gIg I I I I 411 1 I (SM. 41 BAR t a Slit z 18` 2 1f2x5f8 C 6x13 C 612.2 TS 4x3x.313 DETAIL ftAo SECTION 1'-1' MID -MEMBER M 6x6 2 Is, 5 3f4x518 C 6x13 C Sl TS 4m4x.500 '4 METTDNI FRAME ' L 3 x 3 x 3f8' L - 4 MEMBER EVERY -- PL 3f8 SAND PLATE m 6x8 2 18' 5 1f4x5f8 C 848.75 C 8xi1.5 TS 6x4x.375 If4 1-12: BOTTOM m _. OTHER;' 6 (OCEAN OUTLETS ONLY) � FRAME � GRID 2 Is, 6 If2x5X8 C 9xzO C SAM TS 7m4x.375' " BAR - _ FLAT 6' ER.T1IAC4X MEMBER z 6x4 3 12' 2 1/24/8 G 5x9 C 5Dt9 TS 3x3m.25O - Bx6 3 12 3 3f4x5f8 C 6x13 G 6s8.2 TS 4x3x.25O TYP. o+D(SM. 4) t- EVERY $AR ....._PL 3fa' SAND: PLATE -_ FLOW xi axe 3 $2 5 1f4x5f8 C ext8.75 C 8s111.5 TS Sx2x.25O 11F1640' . I' FOR H- 4'R 6'. Bx10 3 12" 8 If2a5f8 C 9xz0 C 9x13.4' T$ 7'x3x:250 END PLATE HOLE. IX4 I If2' FOR H= a's 10` -__-. q� WELDEG TO SECTION C-0 (SM.. II 1� I aui IOXG 3 !8' 3 3f44✓8 C Gm13 C 618.2 TS 4x4x.313 5 FLANGES AND EB OF.:. .. X '', I •-6r I-.Q lox$'. 3 t$• 5 :1f4x5fa C exi8.75 C 8x11.5 TS Gx4x.313 \ -. SIDE MEMBER I, FOR H- 4' E1' 6• -••- B17 TTOm BOTTOM FRAME MEMBER w O FRAME i..... Idxld 3 I$' 6 Inx5Xe C 9m2O C Sx13.4 TS 7x3x.313 ' If4 f If2° FOR H= 8�81O' MEMBER T2 W SEE BASE PLATE DETAIL _ 12x6 3 24' 3 3f4x5f8 C Tx14.75 G 7x9.8 TS 5x4x.313 v - a IzxB 3 24' 5 lf4x5fS : C axle." C 8x11.5 TS 6m4x,375 r - ---- -- TJII HlltilfaEl l INILET�QUTLET BARRIER SECTION A;- w 1m jjl ( PL IN x 4 x EEL W0 12x1d 3 24• 6 IX2x5fa C Sx20 C 903.4 TS 7x4x.375 I STAINLESS STEELFOR;':RCB w o 1 TYPICAL c 14x6' 3 24" 3 3f4x5f8 C 8x18.'F5 G $.11.5 TS $a4m.373 3f4'O x 5' LDRG - SIDE l dEIA£ _ - NOTE' POR FRAME MEMBER: .512E5. SEE TABLES l $ 2. sH: 3. m O 14xS 3 24' 5 If4x5r8 C SxIB.75 C EXIL5 TS 6x6x.375 1X4 ANCHOR BOLT, TYP- MEMBER - �°° SECTION �I- PLATE DETAIL FOR CONNECTION :DETAILS. SEE. SM. 4. w 1440 3 24• 6 1/2x5Xa C 9x2O C 9xt3.4 TS 7x5x.506 BLASE PLATE DETAIL tSH, 1:8� 21: '. SECT I'DN� D-D (SM.. 1) AWERICAtN PUBLIC AbRKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �aavNnfax23A,mBaavRa�fNxREE........ STANDARD PLAN' 1 IACSO SALPC PA1 A N PUBLICS - , S_TAI5AOP14N A CAN PJ''IDM - ----- C _.- CHAPTIR SLOPEDTI RII60-1- aTANCwRO- tem 011 UC114�.: 31METS4F..A USE WITH WrANDAR6 SP€CIFCAIDONS FRCRI9.SRET4 OF 0SLOPED PROTECTIONBARRIER SOP-P® TE- SHEU40FB SLOPED: A. PLATE S. SEE _.:8'0 BOLTS 2° H DOUBLE EXTRA PLATE U. SEE _ 118 BOLTS 2 If2' B DOABLE 3` PLATE S DETAIL STRONG STAINLES'S:. PLATE U DETAIL - EXTRA STRONG PIPE.... .._... �� STEEL PIPE , SAS ADO 4-"5 xl m: BARS 20' ':-o - STAINLESS STEEL SAS BARS 20• _ ^:x ""I e e 1 If2' SHEAR PIN ,.I P. NOTEB. .. 2• ADO 4-*5 TY LONG. BOTH ...+ - •: ''° TYP. LONG. BOTH WAYS WAYS a': ,- w. STAINLESS STEEL I. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE. THE NEXT LARGER SIZE SHALL BE USED. PO 9TD:..... 1.8 STG. f I 1 PL 314 PIPE 3 a, PIPE 3° 1 2. ALL,FRAME MEMBERS SHALL BE ASTMI A 36 STEEL OR BETTER.. SLEEVESh. 'p TYP. = PL 5fe'. SLEEVES -.a, I Tvp. _ PLATE T 14P: "' f 1 NUT °� ®;, t 4 NUT B PLATE v �8 a , WASHER (( ( 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS .. ax... WASHER. i 1 STEEL. SOFFIT X SOFFIT -.. 1-.SM, 4 SEE DETAIL `C Nw y r SH. 4 a4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO •4- '. SN. 4 SEE DETAIL 'E'•° s= ..._.:_ ----- _ .._;a_._... ®®® rn ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN SEE 'D° -. _ � "�1'Cry :: R,s,; oETAIt "F' -- _ -. SECTION I�_.N. ORDER TO INSTALL OR REMOVE THE PROTECTION BARRIER. ENDS.. ------- - M. --- - n' OF HINGE PINS SHALL BE THREADED IN ORDER THAT NUTS AND - :»- -®®- -- ---- ----__---_ LOCK WASHERS WILL BE FLUSH WITH THE HINGE PIPE. THREAD'S BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. PL 114 x I I12 PL tf24" x 2 5. ALL FRAME MEMBERS SHALL BE GALVANIZED AFTER FABRICATION.. - SHEAR PIN SHEAR PIN 6. IF FIELD WELDS ARE NECESSARY. GALVICON. GALVALLOY OR 18 HINGE DETAIL (SM, I a21 DETAIL "D' 24 HINGE DETAIL (SH. 1 a21 DETAIL ^F" AGENCY APPROVED EQUALSHALL BE USED FOR COATING. 7. MID -BUMPER SHALL HE USED FOR 3 HINGED BARRIERS. PLATE T L PL 7f$x 9 O•^9' PLATE v PL 7f8 x 12 I'^O°, S APPROVED EID LIONS O MODIFICATIONS TO THIS STANDARD SHALL BE PLATE x �� x PLATE T PLATE V Nit.:m- PP. 3. 6. 3. i 1r2` 61 F, Ir2' S. AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A TYP. 5116 TYP. 5f16 '+t a r I PUBLIC WALKWAY, THE TOP SLOB THICKNESS SHALL BE INCREASED W SOFFIT m SOFFIT BY 3' IN ORDER TO PROVIDE A RECESS FOR THE HINGE TOP PLATE. -r-- A I THE RECESS SMALL BE BAOKFILLEO WITH GROUT AND SMOOTHED AS 4 SHOWN. F s PL 5fe ' L 2' ®DOUBLE EXTRA Sfi6 _ _TYP. SAS TYP. Ire` (TYP.1 STRONG STAINLESS If2` ITYP.} Q 2 If2' 0 DOUBLE + IO. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN tN STEEL PIKE EXTRA STRONG PIPE THE DIRECTIONOF FLOW. -....-...... -_.... __.. DETAIL "C" E TIDNII L-L DETAIL -E" SECTION 0-0 u. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED', 5 PL 7f8 x 9. x 0'-9" 12` -'j PL 7f8 x 12 x V-O` Q. DEsM LOADS 1 1f2` 6' I Ir2`. 3` G° t iXls'B -.----r tr16-0 A. INLETfOUTLET BULKED EFD = 85 PCF HOLES. _.K MOLES. B.OCEAN OUTLETS-- TYP. TYP. "' I 1. 1800 PSF 0 SAND PLATE AREA 2. 600' PSF 1@ LOWER OPEN AREA III I 6 6 i r N w a, 8 m - I DESCFUPTION (IMF REM IONl DATE CITY_ --- O CITY OF RANCHO CUCAMONGA SECTION M-M PLATE S DETAIL SECTION P-P PLATE V DETAIL TRACT 16279 STORM 0 -.DRAIN IMPROVEMENT PLANS2 AMERMAN PUBMWO]WASBOMTIM-SOtMiEMCAUFORNIAlMMPTIERstAhmARQ P1AR AMERIICANPUBLIIC A - L1F C AMERICAN PUBLIC VJ01110M A -SOUTHERN R Aa a� 60 - 0 60 -360-0 SLOPEDPROTECTION' 1L� PROTECTION t_ SLOPED PROTECTION a IIIR SHEET AOFe DETAIL � 3 APPR011 BDOTE , 1� 3, � © CITY ENGINEER ��� < ,i'�,rr� u�f'�/�I R�cE: 2 RT rr SYR�OKHURtfDESIGN PLAN PREPARED BY: rn AP mpr -a ftI " o ! o t" A Crll - Pletedn9 • SmeeyRB • PaIAc UuiFs { ._ �; 'x CD m 9130 Anxharn 14, Ste- 120•Ill Oxmxom,}x, CA 91730.9f-484-M -a" c DIAL TWti WORKING x NO. 3ISBi z �, DXE�FggO DAYS BEFORE ry YOU ( IG YOU DIG . cP _- AP �-�.l�YF � 1 � THE suPER�45r r•: all TOLL FLEE 1-800-227-2600 ��OFI bti� CHECKED PREP � A. F FIoC� A Z A PUSUG SERVICE BY UNDERGROUND SERVICE ALERT HAG � 1 j .-_ FU RD7~