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HomeMy WebLinkAbout1776-D CITY 071, RANCHO CUCAMONGA 1 . ALL N ,.. '� 3E DONE IN .ACCORDANCE WITH THFSF PLANS, THF CITY OF RAN'CW-) �, AkWNGA STANDARDS PRIVATE STORM'DARD, SPECIFICATION FOR PUBLIC WORKS CO^JS?RUCTION - CURRFN Cr N ��U�ING iTS _ IMPROVY1 , MENT - 6th ST. AND THE STAN � ')' ANNUAL SUPPL.EMENIS OF AMENDMENTS. CONTRACTOR SPA[_ BE FAM. ![ IAR W170 ANS :?FSPONSIBLE FOR ADHERENCE TO THESE STANDARD AND SPECIFICATIONS. a 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WA'-,. �rET� RS, VALVES, FIRE TRACT MAP 10 HYDRANTS, T SHOWN R T H H P 1 11 H I H1- F - I. A`! C R I T NO . 8 D S, E C S 0 0 NO S OWN ON T ESELAN.> N D N THE RIG 0 v � M � N ADJACEN �- AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED REPLACED PEILOCAIED OR PROTECTED •'Y - -IN PLACE AS REQUIRED .AT NO COST TO THE CITY OF RANCHO CUCAMONCA. 4th ST. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WI11­1 THE SITE AND SHALL BE r SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS SITT, > OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. - i 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS F NGINEFRING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA FASFMENT OR I ' Q Q VF1 RIGHT- Of----WAY. I SH ' 4 Q Q ! � n 5. ALL GRADE STAKES SHALL HE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES SHALL BE SET AT ALL HINGE z s_ POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT v 0 INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL o Q CURVE .AREAS. - 6. ALL SEWER, WATER ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE ,� EL.MWOOD DR. ' I fl CDM AP CONSTRUCTED PRIOR TO PAVING - __ I I I SECTION 15, T.1 S., R, 7 W. S.B.M. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL COMPACTING OR'G'NA1 GROUND AND ALL _ - � m, -- -- ---- f NTS II SUB-GRADES STALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS STALL HE SUBMITTED TO THE CITY ENGINEERING FOR APPROVAL PRIOR -0 THE PLACEMENT •�H "( E II 0 o _ _ _ � N / v {I{; S1 ORM ;F F ANCHO CUCAMONGA (909) 477-2740 Of BASE MATERIALS AND/OR SURFACING. - � � 8. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE Z lil DRAIN: - ___ __ cy' -- - - - I SEWER: CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BE OPE SUBMITTING A BID. ANY v� _ ' ` IWATER: CUCAMONGA COUNTY WATER DISTRICT ( ) 909 987-2591 ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ITEM OF QUANTITIES v. -�--1 1 t I ( I - I v I III GAS: SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SHALL OF CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. - + (909)357-6221p 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF _4110 TELEPHONE: GENERAL TELEPHONE COMPANY (GTE) (909)469- 6347 ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL o -- BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL W I I I CABLE TV; COMCAST (909)890--0886 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDER.;Y STATE THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. CITY .-AGENCY 11 . CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE. LI F "A" LINE_ 5"__ `�` I I ¢ I I CENTEX HOMES CfIY OF RANCHO CUCAMONGA I I 2280 WARD!�,W CIRCLE, SUITE 150 10500 vl CE 1. NTF R DRIVE CORONA, CA 91720 RANCHO CUCAMONGA, CA 91730 PINEWOOD: DR I I I I TELEPHONE: (909) 279-4000 TELEPHONE: (909) 477- 2740 g -A 4 _ _ t ,, T 3 \' T4- ET _ _ I HE �' � I��; a- � I�1NE! IA- 4 � � �It�k r 1 . ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMF.ANIES INVOLVED HAVE BEEN I j I �! `I IR Bim?E GM-ER INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES APE SHOWN I _ ,,: :.� I LINE k 2 LINT; I/' I I�) CAN1Y ENGINEERING GROUP, INC. INLAND FOUNDATIONS, INC. ,.. HEREON. 11 SHALL_ BE THE RESPONSIBILITY OF THE. CONTRACTOR 10 ,_OCA?F ALL i I I I l C ,� _ I ( 2020 IOWA t v' NUE, SUITE 102 1310 SOUTH SANTA FE AVE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR ,AND/OP PF ,'i_ACEMFNT _ _ _ _ - - - - - -- _ -� - _ I f RIVERSIDE, CA. 92507 SAN JACINTO, CA 92583 OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY H15 OF' RATIUN N LINA: "A 1' TELEPHONE: (909) 683- 5234 TELEPHONE : (909) 654- 1555 CONNECTION WITH THE LIMITS OF THIS PROJECT. LINE "A- 2" E / { iI a L LINE A- 1 _ SHEET 3 2. EXISTING UTILITIES SHALL. BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESSBENCH m_ _K OTHERWISE NOTED. RELOCATION OR REMCVIV. OF ANY EXISTING U11,Li11FQ NOT _ •� �v •=> „- - +� s C/7Y Of RANCHO CUCAMONGA COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER 'HE PE TION OF BENCHMARK NO. 9 THE RE-SPECTIVE UTILITY OWNERS .AT THE: EXPENSE OF THE DEVELOPER. LINE "A" _ RAILROAD SPIKE IN THE POLE No. 97773E. LOCATED 3. THE CONTRACTOR SHALL_ BE RESPONSIBLE FOR THE PRESERVATION OF ALL , IF ANY, `` AT THE NORTHEASTERLY CORNER OF 6th STREET EXISTING SURVEY MONUMENTS. ' AND ARCHIBALD AVENUE. 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S LICENSE AND SHALL ELEVATION: 1 06 1 .054 BE REQUIRED TO POSSESS A VALID CITY BUSINESS LICENSE WHILE PERFORMING WORK ON THIS PROJECT. - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. I r E TO D. _AWL DW 6. THE CONTRACTOR(S) AGREE THAT HE SHALL ASSUME SOLE AND COMPLETE I SHEET 1 1I1 LE SHEE_T RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION SHEET 2 PLAN and PROFILE OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS LINE "A" SD Sto 5+66.25 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS. to SD Sto 13+15.11 7. THE CONTRACTOR SHALL DEFEND INDEMNIFY, AND HOLD THE OWNER AND FNGINEER SHEET 3 PLAN and PROFILE HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, IN CONNECTIONSHF t�T 2 LINE "B- 1 " SD Sta 10+93.09 to SD Sto 15+04.31 WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIA91 TTY ARISING _. LINE "C- 1 " SD Sta 1 +00.00 FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENGINEER. INDEX MAP SPECIAL NOTE:THE IN THIFOLLOWING P ANS 1CBECONSIDERED BE INCLUDED to SD Sto 2+04.74 SET 8. CANTY ENGINEERING GROUP, INC. WILL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR ;`- . L 1 'J PART OF THIS PROJECT SHEET 4 PLAN and PROFILE THIS IMPROVEMENT PROJECT. THIS ANY ADD TIONAL STAKES REQUIRED SHALL BE THELINE "D" SD Sta 10+00.00 ' DRAWING No �528D SHEETS 1 , 2 & 3 OF 7 � REVISION RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH STORM DRAIN DRAWING No 1628D SEGOS 1 & 8 OF 13 REVISION to Sto 13+23.80 THE ENGINEER FOR ADDITIONAL STAKES. -HE. CONTRACTOR SHALL NO' F`' CAN-TY ENGINEERING M ' .L_�TION N TES W0=_ GROUP, INC. AT LEAST FORTY- EIGHT (48! HOURS PRIOR TO ANY S1AK)^JG. �� �r T�t� n r n �r T� �e 9. CADASTRAL INFORMATION SHOWN HEREON IS FOR GENERAL INFORMATION SUPPOSES C� CONSLRUCI 24" RCP 2000D _ - "� FF �� ��� .��,JL�.I�t� .. 4'.N4�'�� Y_�.� ��r��_�.�k� ����w_ �a�����-PIM ONLY. SHOULD ANY DISCREPANCIES ARISE IN 1HE HORIZONTAL LOCATION OF 11iESE O2 CONSTRUCT 30" RCP 1500D _ . . . . . . . . . . . . . _482 LF "`' ` L " - SURVEYORS ACT. STANL I.`r.' : r'_<.'vS F Ui T r'c JF RANCHO CUCAMONGA, IMPROVEMENTS ARE SHOWN HEREON AS COMPARED TO THE FINAL MAF'. THF FINAL MAP1 . THE CERTIFICATE BELOW SHALL BE PLACED ON THE COVER SHEET OF ALL IMPROVEMENT PLANS. CURRENT EDITION. SHALL GOVERN. ALL CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF O CONSTRUCT 42 RCP 1200D _ . . . . . . . . . . . . . . _247 LF 300 CURB OPENING CATCH BASIN O CONSTRUCT MANHOLE No 1 PER 2. THE INITIAL CORNER RECORD(S) SHALL BE COMPLETED PRIOR TO PLAN APPROVAL. IF NO THESE: IMPROVEMENTS SHALL BE BASED UPON THE RECORDED FINAL MAP- 4 ., 307 LOCAL DEPRESSIONS AT CATCH BASINS RANCHO CUCAMONGA STD PLAN No 318- - - - - - - - - - -2 EA MONUMENTS EXIST OR WILL BE AFFECTED BY THE PROJECT, STATE "NONE AFTER FOLLOWS IN THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, 10. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT O CONSTRUCT MANHOLE No 2 PER CERTIFICATE AND DO NOT INCLUDE THE LAST TWO PARAGRAPHS. BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 10 OR USES OF 5 RANCHO CUCAMONGA STD PLAN No 319_ . . . . . . . . . .1 EA 3. TWO COPIES OF THE FINAL (SECOND) CORNER RECORD(S) SHALL BE SUBMITTED TO THE CITY CURRENT EDITION. THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE PUBLIC WORKS INSPECTOR PRIOR TO RELEASE. OF BONDS OR CERTIFICATE OF COMPLETION FOR 224 SUPPORTS FOR CONDUITS ACROSS TRENTCHES APPROVED BY THE PREPARED OF THESE PLANS. © CONSTRUCT CATCH BASIN PER RANCHO 318 MANE-COLE No 1 CUCAMONGA STD PLAN No 300 W-7.00'. . . . . . . . . . .4 EA THE PROJECT. 319 MANHOLE No 2 11 . THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND CONTRACTUAL ® CUCAMONGA TT SD PLAN TCH BASIN NoPER 300 WN 4 0'. .4 EA CHO 321 MANHOLE No 4 AGREEMENT. 5� �._ 331 JUNCTION STRUCTURE No 2 O CONSTRUCT CATCH BASIN PER RANCHO L SURVEY MONUMENTS OF RECORD(S) THAT COULD BE E ^LS� CEP� I� Y THAI HA E D� ti�iFILU A� 336 TRANSITION STRUCTURE No 3 6B CUCAMONGA STD PLAN No 300 W=14 . . . . . . . . . . .1 EA 333 JUNCTION STRUCTURE No 4 12. THE CONTRACTOR'S ATTENTION IS EXPRESSLY DIRECTED TO ALL. THE REQUIREMENTS DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE AND PROVISIONS OF THE STATE- OF CALIFORNIA SAFETY REGULATIONS: CONFORMANCE O CONSTRUCT LOCAL DEPRESSION PER RANCHO THERE TO SHALL BE STRICTLY ENFORCED DURING THE ENTIRE LIFE OF. ', I-IF CONTRACT. STD PLAN No 307 CASE B. . . . . . . . . . . . . 7 EA SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: CONSTRUCTION LOCAL DEPRESSION PER RANCHO 13. THE CONTRACTOR SHALL DISPOSE OF .ALL SURPLUS EARTH TRENCH EXCAVATION OUTSIDE OF THE ® CUCAMONGA STD PLAN No 307 CASE A- . . . . . . . . . -1 EA CITY PROJECT AREA UNLESS APPROVED OTHERWISE BY THE ENGINEER OF RECORD. ALL AC/CONCRETE O9 REMOVE EXIST INLET_ . . . . . . . . . . . . . . . . . . . . . _1 EA FOUND PUNCH MARKS ON SEWER M.H. RIM FOR CROSS TIES DESCRIPTION OF REVISIONS DATE APPROVED REMOVALS ARE TO BE DISPOSED OF OFF- SITE. TO CENTERLINE INTERSECTION. 14. THE CONTRACTOR SHALL REVIEW AND VERIF`( ALL CONDITIONS AND DIMFNSIONS AT THE 10 EXIST OVACAPAAVING.REPLACE KIND _230 SF C2� FOUND LEAD AND TAG, MARKED L.S. RCE 10290 SUNGLOW CT. & CITY OF RANCHO CUCAMONGA JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK; COMPARE ACTUAL 11 RECONSTRUCT EXIST 4" VCP SEWER L.S. 4230 CEDAR GLEN CT. TO BE SET IN TOP OF CONCRETE CURB AT CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK IS TO BE LATERAL. PER DETAIL. ON SHEET 2. . . . . . . . . . . . . . .3 EA THE PROLONGATION OF SIDE LOT LINES FOR FRONT CORNERS, ALSO FOR PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTING STRUCTURES, EQJIPMENI AND 12 REMOVE EXIST STD MANHOLE. . . . . . . . . . . . . . . . . .1 EA CURB RETURNS, BEGINNING OF CURVES, AND END OF !RVES� PRIVATE STORM DRAIN IMPROVEMENT PLANS UTILITY WHICH MAY AFFECT WORK. COMMENCEMENT OF WORK SHALL COIvS1iTUTE FULL 13 REMOVE EXIST 36" RCP_ / / ACCEPTANCE OF EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL PF 'Op- ALL O -195 LF DATEp_ _____- �l Z�1 �l______________._____ _-__ -._____ FOR DISCREPANCIES TO THE OWNER'S ENGINEER PRIOR TO THE COMMFNCF MF N? OF WORK. 14 CONSTRUCT MANHOLE No 4 PER N A. CAN1Y R.C:. 1 7550 RANCHO CUCAMONGA STD. PLAN 321. - 3 EA TRACT 16058 ' WORKERS AND 15. A ALL NA ALL MEASURES 0 PROTECT AND SAFE_U UC 15 CONSTRUCT JUNCTION STRUCTURE No 2 PRIOR TO OBTAINING .A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED TITLE SHEET GENERAL PUBLIC FROM INJURY DURING THE= ENTIRE. TIME OF CONSTRUC�!ON: MAINTAIN THE JOB SITE IN AN ORDERLY, C'_EAN MANNER THROUGHOUT THE COURSE OF PER RANCHO CUCAMONGA STD PLAN 331- . . . . -1 EA BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES WORK OR NOT BLOCK LEGAL EXITS AND ENTRANCES; LEAVE WORK ARFA CLFAN, FREE 16 CONSTRUCT TRANSITION STRUCTURE No 3 TO BE USED TO RESET THAT MONUMENTATION AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO PER RANCHO CUCAMONGA S1 D. PLAN 336- -2 EA APPROVED BY DATE �7 OF DEBRIS AT THE END OF EACH GAY; COMPLY WITH ALL APPLICABLE CODES. " THE CITY. , 17 CONSTRUCT 36 RCP 1500D_ . . . . . . . . . . . . . . . . _464 LF 9poFEss,oti CITY ENGINEER �_ � R,C.E . 16. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE VV!1H SECTION 1 - 3 CONSTRUCT JUNCTION STRUCTURE No 4 PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED �o w. .1 ___ 18 e �N A,1 <^ r OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (S SJ W.C.). PER RANCHO CUCAMONGA STD PLAN 333. . . . . . . . .1 EA BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS ,o '� �� DES' 'N CANT NGINEERING GRIM, INC, RECJMM ,Ev AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLE-T ION OF THE PROJECT SHALL BE PROVIDED " No 17550 7z CCron ENGINEFRIW5 - vLAWNG - suwEvnNG 17. CIRCLED NUMBERS (FOR EXAMPLE_, 1O ) REFER TO CONSTRUCTION ITEM NUMBERS. 19 CONSTRUCT CMP INLET WITH GRATE PER TO THE CITY. W m B_U�DL,D 2020 IOWA AVENUE, SUITE 102 SEE SHEET 4_ . . . . . . . . . . . . . . . . . . _1 EA Q� Exp. 6-30-01 18. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPT+ OF ALL- DRAWN RIVERSIDE, CA 92507 SIq EXISTING UTILITY ONES AND PUBLIC IMPROVEMENT PRIOR 10 EXCA'�A7 NC T�+E 0 CONSTRUCT CONCRETE COLLAR PER TEL: (909) 683- 5234 0 51PE!I? MOTE M.M. H.R. 1 '4 >�T RANCHO CUCAMONGA STD. PLAN No. 329_ . . . . . . . . _1 EA �. �` '� 1-- FAX: 909 683- 5301 -- -- OF CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PF t� EC110N OF ALL S t ^;1 ����i'� V, h'JVEMENTS � ` of ca `F UTILIES. S TOWN HF, F N ARE PRIVATE �� ( ) � R 0, �__e � CHE ��Kt �J JOHN W. CANTY R.C.E. N0. 17550 DF�n.'JVING N0. (NOT MAINTAINS D) BY CITY. CITY_ DATE FEBRUARY 2001_ FILE NO. __17 7(-D PROJECT SHEET No. -_C__0�___-- I ! 10 7.94 SD S>lA 1+00.00 C L 1 37.96 ,,_I w SD. STA. 12+81.01 LIM " t" TC' C/L MH No 4 TC 0- ST. STA. 5+09.72 A-`a� V) a C/L TS No 3 1035.88 TC WS=36.56 WS-36;58 O a z v u U w Q ``' a WS=35.38 M . 1 o = o HGL=33.94 - HG =32.5 tt A 01 to DD .. .. _ + °n° + + In N _ 1031.09 INV PROFIT �' CAIS In N N s r- oo It Oo w,) 24 RCP (.�f 0(k=22. Gf S S� a = Q > Q a Q a = ' Q �0 1 = 20aR �Q� � `� �' �Q � s=o.o161 V= 7.2 fpb Q= �n PROP F.S. ® C/L �-�, ' ,� i" 4' _ w cn �- --S=0,5827 - O \ F C) X O OF-\ O (n UF-\ _ _ cn CoU (n cn u-j to cn cii U cn 11 (n cn U g A _ -.` � ICT 1030. 4 INV 30 RCP � .4- C � HYQ�RA�iUC DATA z + 0 z + �' Q100=20.05cfs 100=20.05cfs PROP F.S. L , - N z° V=13.1 f s V=20.1 fps Q ' P P w Q � Vp' arm- z Z EXIST. F.S. 0 C/L - v' CONSTRUC w- o w r 0 00 ►an. � w _ 4 4.14E L a rn 24" RCP M v> > K) aN ''o °�a 20LJ Lj- 00D + a z oo z a+ + +of a N� �� oe N� --- ------ 0 3' 00 cr H t Cr HGL WTR oo- o Li-1 � o zo 4F W cn m w cn t�� to w r 33.71 EX 1" _WT✓ a m 7 LF C W _ tl _ LINES A--4 & A-5 20N STC 20000E 2 ON RCFST 5.9000E) SERVICE HG LINE_A-_3_ �� 2 00 2 00 Gam--' --- i c� 24 1 RCF I S 1031.46 N »A 1„ "A 2» - 1 I ----- _ _ Y of ..,._. _... . ..._ _ .� -- ,0050 1 HGL= 031 PER _ - " ' f LINES A-1 & A-2 E i 1030.8 15727--4 STORMDRAIN _0 0050 S 0.00 _ - _ - - INV . 1028.75 INV _ _v .F__Mz _.,. .,. _.._. y SD STA 1 +00.00 CA PLANS 1628-D Li J 0 24 RCP E & 30 RCP :S=0.0050 _., -, MMULDAT6 PL) EXIST 36" R P 1 35,61 035.7 (2 26% n,�.• .A..�._._��v... _�.._. 00°=22.6cfs : T 0 - _ - --- - - E"} }{} - ---- -- -1026 - - 5- - V=4.6 fps z z _..____ - _ . - 4.Y z 00 00 'o r� C� it !I z? z u� U U a a w z 'l U.10) to w MN U-1 w t}` © r M$ 00 o `�°°'oma ' `g� �Nr' rn rn n no o MRAUIIC DATAMRAULIC 6M �? r`%>> �> # '�a +OD ,�N Na °N° N # I3L�lG�AT� �' o o Q100=8.8 cfs _wTw g� Q100=13. fS + +� O + + +z + +z + +z + +� °p + + +- + +cr + � + z c+v (+v ►+r- V= 2.8 fps V= 4.4 fp FRDFUZ 3CA,T,M N v c,� In N N N Q1 00--0.7Cfs co�� < � CO Ln a0,r>� rn _ a,- Q10�22.6C#s a 44' PORTZ Q Qo `+° Q� ' Q- � Qlr, av`n V=6.5�fps Q Q� �av d Q� q Q 11)0 Q a Q o V=4.60fps Q o � N4:-_.�WR to(n N m(n� ��. DAN (n V)�U �N (n N to to to t - •r F-m O F O F-O t-O F. p O F-N f-O CFO 0 F-W 00 C�O O O C]O 00 a N n N a a- cn C (n t!)`� to cn (/)� (/~- (n to�t cn (n(n r- V)(nm In _ (n<._ to to V) O U> O U> U> U> 5+00 0+00 7+00 8400 0+00 Q+ o 10�- 00 11+00 124 oo iS+O0 2+00 �? + -1+ o+ + Cr � 2+00 Q r- (0 d (D N CONSTRUCT 247.06 LF 42" RCP 1200D _CONSTRUCT CONSTRUCT_ _350.60 LF 30" 1500 F- N`D F- `��• Q N Q N'� _ - 71.18 LF ONSTRUCT 30" RCP CONSTRUCT 27.60 LF o zo o owo o w o az o cn w r- (n��r- (n m- w r- ., >n „ „ 30" RCP 1500 5.9% L.F. 52.99 LF � 32.47 LF 15000 � A 4 CONST. CONSTRUCT 30" RCP 24" RCP 24" RCP 7 1500D CAUTION: EL ECTRONICAL., GAS, CABLE T.V. Q 6 o - 5 a n = 7 2000D 2000D �� U U �?! F SERVICES TO LOTS IN TR. 15724--4 F cn z n LQ O o °� 6 v n SHALL BE PROTECTED IN PLACE v -W " " " ~ C) Y n U _ N, - o C o0 } LINE A-5 LINE A-4 -� O �00 M < N CD Q aa, U _ aw O S 13T _ U U-) N N o L I' 114 U 7 Y_� Q - -' Z __ -_-_-. _ - .. u/ T- cn QQ � w t ,� �' ` rn ooh � ° , stn ci �> r\ n i "' + CC op cn�' � z Q + � _� i Q + 1 cno -� 60 - - 1ig � itcl rosy ON ot-\O F N � U r Q � Ln z � O - ,_� " N o0 > �, F- r� o 30 30 r N45 12'08 W_ 4004'_. "'o r tn_ Lo`4 - 80 N p to cn cn(� -D (n Nl II II loci N o 12' 18 18' 1 1 Q QO Q to a > cb ler 00 h- V) o Q tY tf) O - I � O II % v7jv) - - _ '35V) cn w SEE PROFILE HEREON Np o ;�o 0 -� � 9 71 N J 70 Q < 69 ! oma± v)>a Ln �a NOO*07'1 5"E �-- 5 - - - - S 12 oI ; QQ U N Su - w w w -� l i ,0 W C'�' OB � w r „ 00 rN43'S3'30"W;! � --------- z _'0 NOO'25 21 W- v Ln L, _._ -� 24" RCP C/� _ } J. 3 D E 2 oo 2 Z SEE PROFILE _ - s _ F CN x� - �� R _ HEREON -- -- : - _ - PINE, WOOD DR. c _ N F- 7 9 _ - A � } 2 - _ _ L _1 CO �`P C) C-) ECR 30 6Q' ,per 72 73 74 ' 75 76 77 �8. _-- �5ta 6+10.00 PIN WOOD DR. N , - '�-I -- STA 3-+ t00,00 5.00 PINEWOOD D O + 0 Q 2w 18 �8 12 78 w = Sto 1400.00 TWIN OAKS CT. EXIST 36" RCP m Qo � '� �'� =STA 1 CANYON A KS PL. S.D STA. 12+81.01 a PER DWG No - Q J Z J 16 Sl. 7A. 5+09.72 ° „ „ 1628 D N � U �w \U CIL T.S. No 4 3 \ LOT J C] Q U - = Um II O w (c)00 � �, J� � � 0Z I OPEN LE N �Q c 3 Ln cr Ll)L � 54 Li �a I �o. ►, SPACE co �' � L)4 -4 n SD 9428.91 EC f1 » z� vww JI CNI CI) = ON `tw S1 STA 1 + 57.62 H E A Jz N= U3 o z �>3>0 Q q 11 " w < < < <1.- DR. _. 1 6B 6 cn � cn r-O cn cn V) cn FINE 18' 12' 7 7 LINE A--- aFP II � 1 aF- CSF- MATOU LJNE c14 U 630 4cn cn cn SEE RICiEiT ST 12'S DCL 7 - DESCRIPTION OF REVISIONS EXIST STREET IMPS CITY DATE JAPPROVED 4' STORM DRAIN - _ -- CITY OF RANCHO CUCAMONGA CONU-C-DO OTT PRIVATE STORM DRAIN IMPROVEMENT PLANS 1 CONSI RUCI 24" RCP ?GOOD 8 CONSTRUCTION LOCAL DEPRESSION PER RANCHO 1' MIN U CUCAMONGA STD PLAN No 307 CASE A FOR 2O CONSTRUCT 30" RCP 1500D ® REMOVE EXIST INLET `� A EXIST 36" RCP VARIES O3 CONSTRUCT 42" RCP 1200D 10 REMOVE AND REPLACE IN KIND CURVE DATA TO BE REMOVED- � TRACT 16058 EXIST AC PAVING -JOIN EXIST LATERAL LINE "A" n CONSTRUCT MANHOLE No 1 PER �,> DELTA � RADIUS LENGTH TANGENT�/ RANCHO CUCAMONGA STD PLAN No 318 11 RECONSTRUCT EXIST 4" VCP SEWER - - 27.6 " W/ 4 BEND TO LATERAL PER DETAIL ON SHEE i 2 ��) 1 1'16'15 60000' 1 18.03' 59.21 ' E j NV BEEST FIT EXIST O RANCHO UCUCAMONCT GA STD PLANLE No 2 No319 12 REMOVE EXIST STD MANHOLE B) 1 1'48'51 " 600.00' 123.72' 62.08'^ PROP 42" RCP 5 _ I CONDITIONS APPROVED BY DAZE _ �- 4ROFEss10"q CITY ENGINEER R.C.E. �49`�3 6 CONSTRUCT CATCH BASIN PER RANCHO 13 REMOVE EXIST 36" RCP -1 1. ' C 1 1'16'15" 588.00' 1 15.67' 58.02' REMOVE AND REPLACE EXIST ° w CUCAMONGA STD PLAN No 300 W=7.00' �� - --. -- 26 47 EXIST 4 VCP �e o� " `"i� DE SN CAN ENGINEERING GR[�, INC. JMME tit L'`' CONSTRUCT CATCH BASIN PER RANCHO 14 CONSTRUCT MANHOLE No 4 PER -- -- -- - WYE LAY N� E 2.O�o b Mlh}. --� INV SEWER LATERAL , r n r - CIVIt E1GINEF-RING - PLAWNG - SURVEYING 6 RANCHO CUCAMONGA STD. PLAN 321 0 1 1'4$ 51 612.00 126.19' 63.32' -'- No »sso z B.U. DL D _ CUCAMONGA STD PLAN No 300 W=4.00' _ --- - S= 1.O000f �; ___/__ , -- ___ 2020 IOWA AVENUE , SUITE 102 A-- 75', L=7.6', E=3.1', C 3.0' X24 32 EXIST TEL: 909 68 - 4 Y O CONSTRUCT LOCAL DEPRESSION PER RANCHO D1 =42", E3=24" �.� 03'15'41 ' 612.00' 34.84' 17.42' 8'� VCP SEWER S=0.0200MIN � Exp A OFA. � v RIVERSIDE, CA 3 95?07 5•+.,: STD PLAN No 307 CASE B -- " M.M. H.R. ) 2 OF -4- 16 CONSTRUCT T.S. No 3 PER �� 90'37 29 45.00' 71 .18 45.49` 4 VCP LATERAL q.�;�,e 1 - FAX: (909) 683- 5301 - RANCHO CUCAMONGA STD. PLAN 336 �- _- ` of ca `F C ri t �,K F �,� C)�'�'N ��G N' . A= 45', L=6.3', E=4.8', C=4.9' SEWER- LATERAL DETAIL -� - JOHN _W. CANTY_ f�.C.E. N0. 17550 ____ D1 =30", E3== 24" NTS 'S��/D� CITY_ DATE FEBRUARY_2001_ FILE N0. I �`�' _ PF?CJELT 'FLEET NO. 8 C-F --- --------- ----- ---- --- O O J Z Z 00 J J In _ t0 MC) 0 +Lr U rtc C)- Z �� 0 aM MST`. lF.S. 0 C/L $ QI g � V) I� PROP .S. 0 C/L I PROP F.S. C/L J J �+ V) V) O cn u r /'� o p p 104 1040 1040- _ RIM=1038.50 1035.8 I o 1036.64 EXIST e EXIST o ROP F.S. �/L to00 4 GAS CABLE N o +� __ _o EXIST 4 GAS Q N W33.00 R M=1 84 I 0rv- ►1 V)Z C WS=33.13 RIM, 0 I Q PROP 8" WTR 32. HGL HGL- 1.40 HGL �� HGL-1031 WS=31 .62 HGL- 1 .54 WS=31.55 �5=31_ _ _ - - - _ - - - Q - - _ _ PER ARBA IV -- - HGL=31 .3- WS 31 .4 HGL=31 .52 _ - - T = _ ARCHIBALD STORM DRAIN PIANS 152$ D - ` S-0.528 TAW- - -- - _ 4A S�0 02 6 5=0.00 _ /`1 S=0.0610 1026.1 INV _ S-0.0 _ 071 II II � 1024.41 co 0?6 4477 �T - 5 0'0146 . N 2 1 F �___�` I I m i X02°`9 5=0.o 17� I I I M z Q'l 0� 8.0 cfs a s 10 1. 3 INV o V= .2 fps 40 0 �U - --- N - -' _�- 1� rt � : m � ��` � it �f 1018.83 INV Q o iMRAULICt C DATA ULI DAA �, Ln ti� UUP �;AT9 N 00= 4.0 cfs Q100�14.7.cfs Qt 00"22.2cfs 3 '' L ` E x 96 RCP ~ ci Q100=10.2cfs Ql 00= 8.0 cfs z = 0.6 fps V= 2.0 fps V=3.14fps Z 1 V= 3.3 fps z V= 7.1 fps J UJ 6 m ` C) v _ 0 co co w co N 3 In off, o ``' w o v P7 Q � O J Q� co N t0 O cl� cp w o6 04 Eo d O d> ►�j O a O 0. O_ O tt O 0� d OQ (1 4 °,N IICAU11V.n:��., tr z I t lqt N Z + o z a O Z o or ± a Z Z p �Z II + + z + v+ �Z �'+ Z o+ � z PPQFE SCAT. -t `t r- _- r--- - N _ r _' r Z F M M r F- h 1 i F- H F F- N t N H }- i- !- NTr) N 1-N° N F- In oo© Ina PROFUN, SCAB ►� N v 10 20'VR a a Q a s a g a a a a a a Q a 1"= 4, rn c°o ►� 1"= 40' Ff01 T rn COoo N Q V) o ca rn cn V) cn n V) cv Z V V) cn Lr)rn 00 �r L>.� V) �r; to r: v> cn oo Cn > V)� QZ0 000) 0 bo OO C� Op C) O 0 0w00 0-1 = 4 ` of 0O C) O 0 070 C)ZO 0w-100 „ V) w rn �- rn .- � V) rn - V) � V) m� .- w w I.,Ih C--2 �- � - � w�- �gar �m� �, 15+00 14+00 13+00 +0 CONST 11+00 0+00 2. 00 1+ 0 1+00 2+00 2+00 1+00 CONST. CONST 238_18 LF 36"RCP 1500D , __ 122.36 LF 36" RCP 1500D CONST 65.32 LF _CONST 5_.45 LF I CONSTRUCT CONST 38.21 L.F. 37.70 LF 36" RCP 1500D 24 RC 2000D I- 59.61 LF 24 RCP 2000D CONST 4.35 LF 36" RCP „ „ 24" RCP 24" RCP 2000D� L "13 1" NOTE: ENCROACHMENT REQUIRED FOR R/W WORK. IN I� D--2 2000D „ „ I�� „c_2„ ARCHIBALD AVENUE REF : AREA IV ARCHIBALD ljw; C_ 1 STORM DRAIN PHASE 19 (UNIT 2) 1528D ,Y T CURVE DATA DELTA RADIUS LENGTH TANGENT f �R) 68'34'52" 45.00' 53_86_ 30.68' wo w 3 �B� 14'19'14" 45.00' 11.25' 5.65' STORK DRAM o o 44'22'31 " 22.50' 17.43' 9.18' o N � C N O� I °'z - OPSTRUCTION _OTM u a z U a OIL,o CD . 44.25'57" 50.00' 38.77' 20_42' LL)wy. _-- cN 00 U CONSI RUC i 4" RCP 2000D z u)-j - V'V'7 CEDAR GLEN CT. IJI MEADOW CT. ARc __ Av 2 CONSTRUCT 30" RCP 1500D _ _��z7 � 90 ,a` �` 121 I -, 5 �-- I 12 6 _ 30' _'- 3_� - Q 1`� 16 I Ii v I I 0 CONSTRUCT 42" RCP 1200D 10' PRIVATE DRAINAGE ESM'T 13 M -, LINE C-2 \ ti I 1 1 4 CONSTRUCT MANHOLE No 1 PER 1 +0 C) 60 __ _ I ( I I RANCHO CUC:AMONGA STD PLAN No 318 8.35 BCLL 91 SEE RIGHT �,� I �I O CONSTRUCT MANHOLE No 2 PER C - 14 �_ I I r�� - _ __ __ N 1 I I I I RANCHO CUCAMONGA STD PLAN No 319 � 41 t N 14 1 15 LINE C-1 I 50' I 6 CONSTRUCT CATCH BASIN PER RANCHO , 14 D STA 1 +00.00 C L MH ( 2.00' 4 0 00v o ST STA 12+45.78 C L B CUCAMONGA STD PLAN No 300 W=7.00 C L INT + SUN MDOW CT. 0o ca o T- �- 7 SEE RIGHT I 1 I ON CURB +r7 O W=4 , V=4 1 j_f5 I _ a + 11 Z N42'49'32"E 10' PRIVATE DRAINAGE t SM'T -- I ( I I 6A CONSTRUCT CATCH BASIN PER RANCHO - N > 92 - 1 +25.78 EC I CUCAMONGA STD PLAN No 300 W-4.00' - ' --s o 00 LINE B- 2 - a SEE RIGHT i I 1 I I ) CONSTRUCT LOCAL DEPRESSION PER RANCHO ; = 4 6 7 STD PLAN No 307 CASE B Ln~ O I I 1 +65 81 -5.0' i4 cn 4 26' ACCESS �� + --- 1 +08.35 BC ( ( CONSTRUCTION LOCAL DEPRESSION PER RANCHO 16 A o� II MH No 4 C L IN " ESM' - �/: I I I ® /L iNT cn V) 3 17 17 N89'47 52 W + (U I I CUCAMONGA S1 D PLAN No 307 CASE A J A �_._: - - - -_ _.. _ . _ �r -w ._-_ -_... __.-_.-_. - -- � �.___ - _ _� 1037.27 BOT 4"SLAT I D I I �9 REMOVE EXI�'T INLETTj �x ---_-- _.. - _. _ . _ ._� a_. ___ ,__ _._ {' 'L� REMOVE AND REPLACE- - -- _..�_F__ __ _...�,.___,.,_. _.. _.,.. ( I 10 LACE IN KIND � , 1 > EXIST AC; PAVING 2+08.42 EC 16 RECONSTRUCT EXIST 4" VCP SEWER ( END 24 RCP m N 25.54 SD STA 14+45.1314 LATERAL PER DETAIL ON SHEET 2 00 ON CURB C/L MH SHAFT z SD STA 10+00.00 12 REMOVE EXIST STD MANHOLE 11 J 11 DESCRIPTION OF REVISIONS CITY Q I I 15 0 > DATE APPROVED `I I C/L EXIST 96" RC 13 REMOVE EXIST 36" RCP I 6 ? w oDc�Z w 0 1 m � 14 CONSTRUCT MANHOLE No 4 PER I �' Q CITY OF RANCHO CUCAMONGA Q w- N ~N `n - RANCHO CUCAMONGA STD. PLAN 321 8 0 m ca _ � �In Ir) > z-, `° Q==45', L=6.3', E=3.4', C=4.5' � R`'-1 cl _+ air` D1 D2= 36" B=-24" SEE LEFT PRIVATE STORM DRAIN IMPROVEMENT PLANS " o - 0� o W Z o o w 15 CONSTRUCT JUNCTION STRUCTURE No 2 z M ST STA 1 +80.21 < 00 o N In PER RANCHO CUCAMONGA STD PLAN 331 » 7 Q 3 a _ FOR cy. o PRC LOT "E" o s=45'r, C=9.0', E=7.1' w 17 = �' Z �, D 1 = 2 4 , e e :?4" _ - 1 TRACT 16058 LL)°' Ln � �� > o o w z a CONSTRUCT TRANSITION STRUCTURE No 3 U60 a �- " - " 14) U' -'° v' � 17 16 PER RANCHO CUCAMONGA STD. PLAN 336 LINE B- 1 , LINE C- 1 & LINE C- 2 m 6 0 Q c) LINE B 1� n 45', C= 4 4', E=7.1 J _J Ln \oo a[(IR) APPROVED BY DATE 7 (9 U Uz � D=24' RCP, B- 24" RCP OQR 0�q` CITY ENGINEER R.C.E. 17 CONSTRUCT .36" RCP 1500D oFEss; _ _ � �4953 4q RE,o�N N. cA^r� `moi DE SIGN RE COMMS NDE D 4 20 0 40 80 120 _ CANIY ENGINEERING GROW INC. - No 17550 Z CIVIL ENGINEFRING - PtAWW, - SURVEYING __. -_ - W �, B.U.fDL'D- 2010 IOWA AVENUE, SU17L 102 -- n -- Exp 6_30-01 [ k N^ RIVERSIDE, CA 92507 ;t{ - - .: ,�! 40 TEL: (909) 683- 5234 M.M.�H.R._ 3 OF -_4 - OF oA` FAX: (909) 683- 5301 - - � CHECKED DRAWING N0. _- JOHN._W.__CANTY R.C.E. N0.X7550 ���_� LITY DATE FEBRUARY 2001 FILE NO. MwFcr WEET NO. 9 of L) GRATE INLET PER DETAIL "B" L3"X2'%"X3/8" %* CLEAR °�° _'1 12"CL '± PROP F.S. CA A A RODDED END---- 3 ND- _ ST. F.S. 0 O/L - - - - - I i' LUG 3/4"'X 1%"--' a \ PUNCH 1" HOLE I "X " BARS i PIPE TO RECIEVE InAk f, 1 LUG 34 34W 0 z - - DETAIL B„ IQ ::, 00 2 f WS-41 ,7 Q oOf N o 3 PLAN J > cn oo U ilo HGL HGL=1036.5 PER AREA IV ARCHILBALD STORM DRAIN PLANS 1528D 6' 6' -- _- _- SEE '.r�. �ArlC - 45.OFG OPE y 42.65FL DETAIL "B" SLOPE VARIES 45.OFG �x c MIN 44.OFG 44.OFG 44.OFG (1 MIN) 43.4TG - I � 5=0.0770 S=0.007 0 II II S=0.0070 I I) 6 OPENINGS GRADE 6' MIN. CIRCLE LINE WITH COBBLES PER - ( 1029.42 INV AT L=12" CITY OF RANCHO CUCAMONGA �' �' ) I STD. 542 CASE 1 co o °C° 1} '� 1026.42 IN 36" C.M.P. THICKNESS=0.109 NvZ ciz om o EX 96 RCP , (n Z (n C; (!� c> N ca m 1 RA + 0 =22.Ocfs o+ + > 0 =22.OGfs O 24 RCP 4 CM > z V=10.9 fps C4 z ? V= 7.0 fps PROME A US No N z �' � CN I = 40' ]ROR17 UNLESS OTHERWISE co C) w M o a o o 2n 1 = 4 VfR7 NOTED ON PLANS aD= � 14+00 1�+00 1 � 00 11+00 10+'00 a SECTION "A"-"A" CONST 119.99 LF 'CON-STRUCT 125.12 LF CONST 65.77 LF - 24 RCP 2000D 24" RCP 2000D 24" RCP 2000D — NQTE 1. PLACE GRATE BARS PARALLEL TO FLOW. 2. GRATE AND FRAME SHALL BE GALVANIZED. � I I O CMP _INLET GRATE DETAIL SDS 13+23.80 i OLANKE I DRAINAGE I SASERENT OW PT IN JOT "I" I _ I' ~ SPECUIL NOTE:THIS PRIVATE STORM DRAIN HAS BEEN DESIGNED FOR AN EXISTING CONDITION 100 RETURN PERIOD 1sGRATE INLF E—, I EVENT OF THE TRIBUTARY WATERSHED AREA. SURROUNDE. BY COBBLE O DEVELOPMENT OF THAT AREA HAS NOT BEEN SD STA 10+71 .90 EC 24 2� , JOIN LAT. PER DWG. No 1528D PROVIDED FOR IN THIS SYSTEM. _ _ s SHEET 7 3 OF �OSD STA 12+K pp * 22 ONCRE T E COL!AR --/ 1 I F�I.MWOOD D PROP 24" RCP CURVE DATA 1 I 1 I SID STA _10+24.,72 9C_ DELTA RADIUS L,F,NGTH TANGENT O 1 2 II ( �1) 6 8'5 6 56" 22. "-0' c 7.07' 15.4 5' 7.----- j � _ TA 10+40,Q0_ 18 �) 43'03'26" 60.00' 47.18' 24.89' SD ST 12+28.77-EC �10' DRAINAGE 1 EASEMENT i I I I III 1 I W TA 11+99.86 ��J� I 1 I DESCRIPTION OF REVISIONS CITY C L MH No 1 I I STORM DRAIN SD S A _1.2+01 .69 BC � I A APPROVED � ' N I I CONT_RWT�O�.,_�4 CITY O F RANCHO CUCAMONGA Q I In III O1 CONSTRUC 24" RCF' 2000D - - — — — — — — — -� — Q `� I I CONSTRUCT MANHOLE No 1 PER O RANCHO CUCAMONGA STD PLAN No 318 PRIVATE STORM DRAIN IMPROVEMENT PLANS — 6 7 ♦` I I I 18 PORSRANCHO CUCTRUCT TAMONGA STD PLANION STRUCTURE 333FOR 9 ! I U III 1g CONSTRUCT CMP INLET WITH GRATE PER TRACT 16058 DETAIL HEREON » » I I I I I CONSTRUCT CONCRETE COLLAR PER LINE D RANCHO CUCAMONGA STD. PLAN No. 329 » » APPROVED BY � DATE fQ � (�� LANED °PROFESS/o/v CITY ENGINEER _ - ( _ _ R.C.E. 4953 CF SIGN P CANTY ENGINEERING GRIM, INC. E �MMt N `E G No 17550 Z - CIVIL ENGINfFRING - FILANNING - SURVEYING B.U./DL,D d a Exp. 6-30-p1 - — 2020 IOWA AVENUE, SUITE 102 ----- 1,��/ �^�N RIVERSIDE, CA 92507 40 20 0 40 80 120 cvi� TEL: (909) 683--5234 - \��e FAX: (909) 683--5301 4 OF 4 _ = _ � or C���F �,r1t_�,KE Li �K ;WING NC. SCAL E 1 "- 4 0' ---� JOHN W. CANTY__ R.C.E. NO.-17-550__ LITY DATE FEBRUARY 2001 - FILE N0. PROJECT _1*4m No. _—