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Home My WebLink About1417-DI� Gp;p,FRAL NOT ES : 1. A11 work shall be performed in accordance with these plans•, 'the City of Rancho Cucamonga Standards and the Standard Specifica- tions for Public Works Construction - Current Edition. The Contractor shall be familiar with and shall be responsible for *enereta pipe or C.M f' Mese Lir1e _ adherance to these Standards and Specifications . 2. All pipelines or substructures of any kind, telephone or- power _ •nein••� Mete poles, meters, valves, fire hydrants , etc. , whether shown or not 24TH ST. %on these plans, within the right-of-way limits or in adjacent sat to areas where improvement work is to be done, shall be removed, j � �� ;� relocated or protected in place as required at no cost to the Bedding of , City of Rancho Cucamonga. inlet pipe----- �420-C-2000 ' " 0. EI*r. S. eonrr.t. « 3. Any Contractor �ierforminq work on this project shall familarize IT AVE. compact . , set no+e 3 e«�we<, :.li to � •• .• himself with the site and shall be Soley responsible for any relative density - • �' damage to existing facilities resulting directly or indirectly 9NEET 5 required by , s ,: from his operations . Whether or not such facilities are shown on specie+cation:-' >Pipe bedding .these plans. All structures damaged during construction shall be Std EE'T 2 �--,�� _ Immediately repaired to the satisfaction of the Engineer an or Undisturbed �.�, Owner at no cost to the City, of Rancho Cucamonga. _ SECTION 8-8 HIGHLA CASEI 4. A permit shall be obtained from the City of Rancho Cucamonga ND AVE. Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. S. Compaction tests of embankment construction, trench backfill; �j cw*s*C* mortar_, ' compacting original ground and all sub-grades shall be performed t °=° • at no cost to the City of Rancho Cucamonga. A written Feport with these compaction tests shall be submitted to the City � t iaa,. l,` � Engineer for approval prior to the placement of base materials y� C and or surfacing. 0 D. Baciciilf ��' , 6. When improvements are to be laced on nativerpsoil which consists V ; .•� a of rocky material , the sub grades shall be prepared by reovinq O •: i__ y t , all rocks which protrude above the sub-grade and all voids or W oYe Pipe bedding depressions shall be filled with a fine grade material of a -I4 quality better than the native material. VICTORIA AVE. SECTION C-C SECTION A-A 7 . Estimate of quantities is provided by the engineer only for the CASE I convenience of the developer. The contractor shall make his own determination of construction quantities before submitting a bid any item of work required by these plans which is not specifically VICINITY MAP INDEX MAP NOTES: CASE I listed in the estimate of quantities shall be considered as included in the other items of work. 1. Angle A shall be between 45'degrets and 90Ogleet erM S. City approval of plans does not relieve the developer from respon- D shoji be 24 inches or less. For smaller values of A and ierger•raluet of Quse eppropri0lt standard structure. Slbillty for the correction of error and omission discover, during construction. Upon request, the required plan revisions 2- In no case shall the outside diameter of the inlet pip* *s- shall be promply submitted to the City Engineer for approval. coed one-half the inside diameter of Iht main storm drain. 9. Work site and exterior streets shall be in a neat, clean, bazar 3. Center tine of inlet shall be on radius of main stem d•ain free and orderly state throughout the construction. Site shall except where Elevation S is shown an project drawings.g - be cleaned upon request of the inspector. All storm drain pipe 4. Th* opening into the main storm drain shaft be the owlside bedding shall be per City of Rancho Cucamonga Standard Drawing diameter at the inlet pipe plus one inch minimum or 3 inch 513, Case 1. • maximum. f 10. Contact all Utility Companies as required, 48 hours prior to S All corrugated metal pip* and fittings shell be gelvewfnd. excavation. S. If Aegte B is 45 agrees or less, use, Case 1. If Angie B General Telephone (800) 422-4133. is greater than 45 degrees, use Use 2. for underground service Z Burn Of chip end of connector pipe (sash win► rritter t"wfoce Cucamonga County Nater Dist. (714), 987=2591 _ _ x of mainline pipe Round edge of concrete pipe or reinforced 9641 San Bernardino Rd. Concrete pipe. Rancho Cucamonga, Ca 917130 A 8. station specified on drew4li opelies of the h"Arstetiae of it Underground Service Alert ( 800) 422-4133 wall of main storm drain and center lint of inlel pipe. 11. All pipe lengths are horizontal projections --(not true lengths of.'-. JUNCTION STRUCTURE NO. 4 pipe) . The contractor shall determine the true lengths of pipe. L.A. GO, G. p 9`1P. WO. 2-n113 12. All paving construction shall be performed in accordance to these plans . The City of Rancho Cucapenga Standards and the California Department of Transportation Standard Specifications Latest Edition. QUANTITIES: TAN ARDRAWINGS- I. , "I K-C•f , D- WAt7,ow,TH1CKitE� rM MAn AM I.r- *NOTE: THICK WAIL SHALL BE CITY OF RANCHO CUCAMONGA r �� CLEAR TO STEEL f.: 45f R•G.r, " e 505 CATCH BASIN 1t. Ib" R•C.r, K M Lt- 4. ma,nHOLE 'a' I CIA- 510 MANHOLE "A" 5 mAnHOLE 'A' 4 r,& 512 CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT,, G. JUnCTIOn 'MUCTAt 4 I CIA• MANHOLE BEDDING (CASE 1 ) "�. CATCH DADin, W- W WITH 2 OWC 2 C'74. 513 PIPE BEDDING (CASE 1) �. I �'A, 516 ROUNDED PIPE ENDS IN DRAINAGE STRUCTURES I'G.C• UTILITY 5U1'POR1 518 LOCAL DEPRESSION 0J. RCMVE FC.C• =17 '"v rOXTCR L� l0 KM0VE - WATtf C2ATe VAWte Ii. I�em�v� wATel�.un� I,g. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA BENCH MARK NO. 148 - Bp ''` Al THE N.E.C. 010HLA, lV ANt2 6T1WA.NV4 AVV-'* ErtIWANDA AVENUE AVE. AT T*_ K( Sl.C. Of A 4' �' � ItJ � �,1..�►i W\AW c Lv - OUT OTs' I�RA*5 V1r1K �.. . �,. / STORM DRAIN LINE BENCH MARK EQUATION XIV-13 I)EP DATE. le 4-Z C APPROVED BY: Sul�JcaCT 6.40' rl%oM CITY I�ricrl Ma. G��. � tJo. I - , LCL-E�/ATIOt� 1432-(012 , jo rbTE CITY ENGINEER RC.E No. 31q DESIGN N PI r'IE N NE 1 & CO. RECOMMENDED a REA H 61 E� n �� f�• O. A A\16. �8 N. r K N DRAWN rornonA►,LA. JI 1&J3 SHEET G. �7--_. I OF CHECKED DRAWING NO R.C.E. N0� �.� - ) 7-p �• DATE ��/ 90-- FILE NO r PROJECT S HEFT T 9z OF M ' HIGHLAND o AVENUE x� i I 44 Ilk � D'� � 11 , � __+...__.+..-_j-__.t.-._?--__-+....�.�._ _ { -. _F.. __�___.1-� -*---}---_x_...4.._.4_.. ._}___-+_-_-' `--+_.-'.'.}._-•..•-�--__+-_..._-_.4._ .. �___•}__._.�_._*._..,..__�._.._ _...f_.._._.. ftp _ _..+._.__ _ _• _-_-J-..._ + '-_a.. +---•_ -_ _j-_.._._l..-.._.-..-.._.T_....,.}__.__.. ...}.. ..+--....{___ ..--1-•-.._.......{ 71 00 ter. Olf, S+OQOO PIPE 5TATION C REMOYE PLUG AND J01N TO EXISTING X03" R.C.P DEFT*40064G" RT. o : •._.-}".... _+_._ ._.:..._.}-_...__....._... .--f-`- `}__-..._..._...... _.-+»_._ �__. ,....,....... 4..._.....+-_.._+- +----•{-...__.+-..__..... __..{._ _.4............ 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'A t'EMS trrto 510 i': O Qx N O 4� -0 ---------- WR SHASTAAV ( i z -. ------- ------ �. _. . . . .... .. . • ` h N m O 11. �. OAG G2 I �_ 0 `. i V) r �_ .. ... ......... :. . �� ER.'ELOG Te PF: N — - 1\ D d 11 `� o .... ..a_ _... .. . �� NEC E AK"( . .... ... . 0 . 21174-.D4 _ .. .... .... l , :... . _ . ._ . ...,... .. ...- INET A .a�a ` -.:_. _.. ♦._. ._. ♦. OD , 0 2.12 �o a • 0. T S '� M ♦t. }.._.._.. 1__..,. +.............. .......... ,.................... n ... .. } .. ,.-. .............. 07,64- 01-31 18,3'± 22.11t a n N♦ _ + + . .. +...- +.. . .. _.._ .._.._+__. A- -._.}__..:. . ,.._.. - _ . . 22.5 - - 20 j ie ------ _ _ consT MA. ••�M '�',�' �Np� RE Mo / Y v �Ee ST . 511 N A g9A&/Do LUES AND 5EE 'pETAlL 5NT�. IVECEss ITER LiN S -- - �'u �\ . a _ ........Y �A 4 SUMMIT 2� AVE O.C. c•h. *2 r x2'1 .7 .04 - - - Clc Cap. MKII&M 115, CoNar GONST_C.D. PER 9TD5� WITH 6RATE5 7 �+`..... - --.. : �_.*....;... SECG F,o WITH 2 e)KATE5 L= 7.0' ; t= S~ y, _ _�.. . �,1 _,__.. - --_.. .__.... ..... _.t_..�,1 _ �.__ +._. _ }_ w_.._♦._..+._. F . t _-.Y_.._;__. FZ 27+5Co.49 J. #4 } 110 1 LET M K6 a, CUT 4i PLUGASANDONED ?7+b2.77 - -- I WATER LIN � + �i ,ti }_.. fi.t....,,�• _.t__. r_._.fi-.-• -=-- r - �♦ ,\ y, '�► ( n�, bKICK MORTAR � iN�� I 3'+ 1'+ -.+--__+-----+-----�-•-•----�-_-.-_t.___+-.-_H__+._. �.t..._._.-�_..__;_.-__+.-'- .+__._.t-.._.{_-- .. _� ..+__...--moi t �•---_1-- - ---r_.. . z Z � < 5 Z p r C7 C. Z rTl IUD .r r-- Z Z cv � ➢' Z �— - STD D M �A 4C) W AlOD 0 rn n1 � v ' l' CONSTRUCTION PLANS FOR THE IMPROVEMENTS TO THE GENERALN OTES 1.. ALL WORK EMBODIED ON THESE PLANS SHALL BE DONE IN CONFORMITY WITH APPLICABLE- PROVISIONS PPLICABLEETIWANDA AVENUE STORM DRAIN SYSTEM PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1.985 EDITION AND MOST RECENT SUPPLEMENT . 2. LOCATION OF UTILITIES AND SUBSTRUCTURES SHOWN ON THE PLANS ARE AS LIN E 2 I DETERMINED FROM A SEARCH OF RECORDS MAINTAINED BY THEIR OWNERS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION SUCH AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN. BUT ALSO THOSE OTHERS THAT MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 48 HOURS CITY OF RANCHO CUCAMONGA BEFORE DIGGING AT 1-800-422-41.33. AND THE FOLLOWt NG s CUCAMONGA COUNTY WATER DISTRICT 909 -787-2591 GENERAL TELEPHONE COMPANY 909- 949-8108 SOUTHERN CALIFORNIA EDI SON CO. 909-986-5861 SOUTHERN CALIFORNIA GAS CO. 909-592-1799 EFRENCES INDEX OF SHEETS 3. STANDARD SEE THE LDRAWINGS IST OF TARE ABOUND RD AWITH STHEDSPECRIALEPROVISIONS,THIS SHEET. THE 1 TITLE SHEET 4. SEE THE SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION AND TRAFFIC 2-3 PLAN AND PROFILE CONTROL INFORMATION. 4 DETAILS ' S. PERMIT FROM CALTANS REOLUIRED FOR THE CONSTRUCTION of THE. STORM DRAIN LINE FROM STA 30+47.23 TO STA 4F+00 � l 571MAT OF 0 IjArlTl-rIE5 QTY. REmAKK5 t 15 a rTr=M nE5CKIrTlon :5U"MrT _AVE. 11 TRApAZOl17AL CHAnriEL b =b' Ht6.9,��1.5:1 1892 i..1= to 14T. 2 4 3 18 -rl<tm a"A04 rnlwn p1PE To C44AnnlaL wA1-1.. 2d. EA 5"T 14 3 SITEREFERENCES I'1 4' Wit�E R1A.1nl r1A.r10E ACCO% CATC5 to EA• StfiT Z 0 3 _ M16MLAAI D AVE. BASIS OF BEARINGS THE CENTERLINE OF HIGHLANO AVE. BETWEEN ETIWANDA 1 AVE. AND EAST AVE. . BEING TAKEN AS S 89 49041 E. 1 V�CTORt BENCHMARKS CITY OF RANCHO CUCAMONGA B. • 0155 CHISELED ., BASIN T.C. SO. END D/W W. SIDE EAST AVE. IN F Q GENERAL NOTES srRR FRONT OF G.T.E. CO. BLDG. SO. OF SUMMIT AVE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA ELEVATIONS 1449.19 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT ei� U'VE 'x'40 EDITION, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE FIELD BOOK, ASSOCIATED ENGINEERS F8 85-21 . TO THESE STANDARDS AND SPECIFICATIONS. � Q STANDARD ORAWtNNGSs CALTRANS STANDARD PLANS D86-9 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, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. h LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE W DRAWINGS s 2-D171 SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING �,ry� eGVD• DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT ON THESE PLANS. STANDARD PLATSl SP 192E 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT SAN BERNARDINO COUNTY TRANSPORATION DEPARTMENT PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR DRAWI NG s 209. RIGHT-OF-WAY. SPECIAL DETAILS SDI 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE VICINITY M A P SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT 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 BACKnLL, 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 CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE 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 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 11. WHEN IMPROVEMENTS ,�W TO BE ` kXED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL*,BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER 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. 1 UPDATE STDS. AND GENERAL NOTES CBA Z: 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. DESCRIPTION OF REVISION DATE A P P R . THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING CITY O F RANCHO CUCAMONGA 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 CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH TITLE SHEET INTERSECTION. 15. CITY APPROVAL OF PLANS DOFS NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE ETI WAN DA AVE . STORM DRAIN CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE SYSTEM REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 1 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE LINE 2- 1 TRACT NO. 13812 QPOFEs� :,� Q GEs o� THROUGHOUT CONSTRUCTION. SITE SHALL 8E CLEANED UPON REQUEST OF THE INSPECTOR. �° S r,t. �% s E �� FPROVED BY �FPU71' DATE CITY ENGINEER m �Q,t�.w, u R.C.E. NO 314"l�f 17. CONTACT UNDERGROUND SERVICE ALERT AT 1-800--227-2600 AND ALL UTILITIES AS REQUIRED, Q ly"� y 48 HOURS PRIOR, TO EXCAVATION. No. C•394C5 41 m Exp,12/312/31/013tt t+�. 16616 m DESIGN RECOMMENnFG fi Annt�EABfirt E?'IGR. inc. V. Fr- * x + EXP. 12-.31- A.E. 560I'1.PAfkKAVE• par),, e2 e Civil. oQ�� - st crvtlr ��p DRAWN rOMOYIA, CA.411.768 (714)623-1595 aHEET ` OF CAA' sJf'OF Co, \f Q A.E. CHECKED R.C.E. 10616 DkwG . NO A.E bATE - "9D FILE NO-.► PROJECT SHEET NO. OF �� v ,-..*» .; ........ «..... r,.,,e.- ...r.r .+, ..+•,..,.........,....4.—. ' _.w, .. _..1 r j l � `— �'�' • •rr--- TT I � � f f `' t �) z z 0 U A Wil Z �! ...�.._ ,''" b� _.. I � Q W • (/ v <" O .,-.{. , "�°"�....,....0, a- ...�.•-.trt'++. .w,.•n!.,...«. .•s..«•e�4r«..•+s.rso..«.; i 'y,..�.«.'.. M i �'\ �.. "� ' � I i �. ! Q '�'""P-»+r+.r«m,,�!y.r!+ �, :;I --v` '«„ze r•,-..»«» 4 rvr �� .. v.y�yl A-- y p �+ } 1 � Y � � � � Z > c l 4S 1 � ; ,, t°- 1 «,««.�.«,..,,. 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T ...... • ,. � . 1 ; ~ Y . 1 Vents (Set weft 31 Voritst th nn rk Improvement ! ymm. about E1 -44 0 4 bars j11 IC'ae All Concrete one" w , ~ l oI�S Mrs llyp boll .oils)ADD Clea A concrete Cot-off Well. or thicb. 1'-i" deep (Place cut-off Side slope I Side slope Wells a 20d Mel e c / (See Note 3) ISee Note 3) \ or as Mourn at the New" r# famed we0photes 19 20't ec.. backed with one cu 1f of perwous =►�� .�Q 44 Dowell le"e.c s bocklill material .n a burlap sock, , centered in each cut-off securely fled Place i's!. ak,mimim P or gofvonaed Steel wire 4 mesh . well Ptoce dowels so shown) r hardware cloth on bockface of char- am Ir►rN prw to placement of ' concrete--wwo diameter 0.03�min ip o Side Nope Ilypicat 4 h n e Itwe.C.both wells) I I _ = I 1r Iw.. (See Note 31 >< construction joint E whale — (See 601011) 2% TYPICAL CHANNEL LINING DETAIL-CONCRETE PAVED t 4' 1 NO SCALE Wee�hele .:r 1. le genael, all Construction materials and Construction methods S. The interval of weepholes Shell be such that a Shoji conform to the Standard Speciflcotions of the we0phole will be located 2' uprireom of all Slate of California - cut-off wens and transverse weakened planeConstrvctien jail Mtwr/ Optional eons). a 2. Sae Special Provisions fordditional data relative to chonMf joints lining' CONSTRUCTION 40INT 3 FM dimensions and sift stapes, see Typical Channel Section an ►ton and Profile drawings 6- The reinforcement matt moll be Supported rn CAl 4. Saw cut transverse wookenM plans !Wants to the iwveu rt end side both directions of 4' maximum spacing or walls of the channel et 20�t OC The first and lost joints as directed by the Engineer shall be plated 20• from each cut-off well Jornh shell be 1/4 yaps paved wells shall be placed by mochrle ees'g mOPiIRum in width end to a depth of within 1/2* of Nte reinforce- t• Monehng or blip farm and shall be exNrnolty vibrated stmt. a use of a trovelrng vw►oling screed as equrvotent as approved by the Englnew Surfaces of the channel lining shall be finished by o light brooming and shall be projected against scarring and damage TRAPAZOIDAL CHANNEL DETAIL PER 6•d.C.F-C-D. SP. /92 E •.fli,r.rs1 �-'4. •nwrwr O •I•ear. ry /101 he.r9 ws 19 111,• IQr l�ar,s ra.r h v.,. - •.J pW...�... Io Q i Fi- l•N rt• r - SOI!t.rr S MoII A Sar bIr rear Aw. , fAr i• Volta' � � ' � � r rwrr+r dip me W• J •9/1 X r I s>twfr• r `t i euro- Ar y 1 T.._Jw I ti'a Fc J IV ow affefte tl i I!Sur Mw,f f��,r /, _ [ J Z ` • i{N nwr�,MV ».«r.... , 7YFICAL fdrl[XAI�Ar 1/•>D• ••'M..r .� � lgrr.r+rs r/[Mwr+i/ _ C✓-�1'.rr /1'A & fLN eM)rA1rt,IM 1r•S b' As ilw. -- `/Ou�•M wrr �• i. hMw�r T•�,r MM••w+..Mrbw n rsr/ PA14T LOAG/TWINAL SfCT/ON so or.Nlaw «�,r / lsw.�.w..Ieiti.• r ew Of Sur rye loft," 0f!�12 MAJAr %r•> MIC•AL AW to 40"Iw Aril NCP aM.•r Ir+v/ow r...r frust ww %imov Mr ��'V•eryw.tor N VAT wwwrw• «.rr sat+Iola 0 r9'. Sur M•�r — /.•r ,r E D f�.E KW r S•is«rwrrA,rs.+.r/ �w.r«rr.r. bwrr n rw+.+r,,.• r•a r..JW d -- •H rl.•art.wort.rs M Sur raHr•.rn irrf.?,tell,.tip su..• • hti./.all Irwraa t) rwr/rrrrM r ror�r awn i/raravr Sr'"t"'''"s alert SECT/LW f-f SfCTiM A-A �dlrt V ls' Iair+�alrl try r Isarw wr.w r til.eft .ter. Q ...«wrr+d �� DESCRIPTION OF REVISION DATE APPR • s.rrr,.rr rr n00 .+r.r vA friYrr/.Sur wrw*'I's - %r nt.wer ow SWM ^.r'O.d wrp.rr w ! ! ••�•• ...... rUlr�IO►M'r 40,111110-1001' �i 0 Ms alis 400 Iris err 60AP Alrri► � !D• A1roo s^rr.rn►r CITY OF RANCHO CUCAMONGA [wv 1• [.MM rV ruM rrlr Sir►.tor ! AA W"rrr,arw.wrr rn Crrn I r✓,/r.sr«rMwr�wr- , Iafr+ar•..r Iwrr Sur worm r�.�+.,/w►a!•Mr/ w•sr+.�rrn a,Mrs, so-041110,11 of __ ,wl�,osm a'r SfCT/ON �-B i DETAILS o VF Arte rdrs �•9 0•rw+r'/t•rrr _ � �''r i ' I .1 M/r AL T£RNATNE WANPED M'/NG A� L L •' w tnr rsrr.e.� r 4r d /I•f ar •tri D' r! !•• •� [� JC, N' nnlrrrwrnr„nrwml r/w yq!• r✓, ,.TurN �` > „ w., iso � _ ETI WAN DA AVENUE Sur..•.r•ew .r wvr•oc.e.,..r.r.s,r Simms _ ��. '' - fd STORM DRAIN IMPROVEMENT OWLNwNP£0 WIAKWALLS T _ �+ f""'""' . ti ---- ---- - ----------- r r✓dr.o!rl .rr / F I r.r- N- N / Iff AAI M N 4M /M 1ZMlF /Q � _ _ At±JQ1E. f. (!4' !�- � - --"`-=!'='- - --- �-•-•---- � a+r,r ! o•.n.rriso flwnw• „• 'w wit !o' !t' . K' N• t0 t !t ,- S' X!' n' 5' J!' •wrr �l wMw,w, �• T pre• re.wr. rr» _ �lied A/ LINE 2 E TRACT N0. 13812 4 r- �.o+r Arts.Sunt • !t •� •�i� •3•s f/6 �/> >.6 f �r a.w.•i+rr.t-1i n«w -- a1•o-_ ,off mn! . !I .I!1 .I rt . �t I�t .I rt .i 4t I err►wM.y d�- - ,, , � ! •yrs; •r Cr •%rJ?'4 y :is .r �� b .pro P N sr.r APPROVED BY DEP�Ty DATE '4#4? •.'s!t•.-i o .I, '406 '500 r1 r•r •/i• '� slit Or can raaCrrn Q P OF--E--S-SAN / 2 ,N, F !: !� '•trj . l1 �• ��4 !• Q/Fig' F0 CITY ENGINEER 1/A//r�w,T�rjwn R.C.E. NO rel e••e Y•,� .•� s. A►,d_!«. v.,! . . • . s •s F 6 f , 6 6 , r ri_ Ar s•>• •!• •t o r_ -tT lis AMN aha► 0[1MRflR1r1 OI TAANMOI►TITp k! O \2 •rrlr..e..,.li[ro.w! I' .• 6' .• 9v/ ,!• ,'.!• to •-•� PIPE CULVERT DESIGN g RECOMMENDED // tN11�11 e 4 n�K T c p�...� pop Nola ran, ••'I"r's Ar t' arrrnrrr,.►rn asI. 4R7 inn, rr...4•r r,,•s rrrt.w •!i 4n H a�l r'� A' ••w� � � ■ • i� • �• V"'t ( 1 1 very V& W~.Sur!w+W..,lar.r/y!s!r.1 Of.r r rnri r M+estiy!!s w+O.rn.Ar.rwr ?r•>tt HEADWALLS, ENDWALLS 9 WARPED WMWALLS 4'I NO. 1OC16 �� _..a~soft z�». .� _ / SII _ u , A.E. n. R G I -7r:ar'N' f4.•.•. MrM d rv,r,w+s me /or /rI rlbw•.+tM "'E• Bd Q K A V 1=. � A 1 s., o o/ � * EXP. 12-31-92 DRAWN hOt'C1�riQ/�!pr•gl1Gf3 C"I14��O •1� SHEE T TRANSITION DETAILS s4 cis{,� �`P / A.E. CAL.r1TAA16 TANDARD PC-AA1 D-8(o — lF GF GP�tij pp, -� OF 4 5 B CHECKED U R.C.I:. loG1G DRk►G. NO - DAT E O •DATE FILE N0. l y j `-) PROJECT SHEET NO. .OF711 FNF.RAL NOTES 1. All work shall be performed in accordance with these plans,, ' th City of Rancho 'Cucamonga Standards and the Standard Specifica ions for Public Works Construction - Current Edition. The ntractor shall be familiar with and shall be responsible or , Win er renwte.ted concrete pipe or C.M P Mein tins, a erance to these Standards and Specifications . +� -y�•t__ 2. All ipelines or substructures of any kind, telephone or- ower i , r 24TH ST. �_�� min.'s.e wore 4 _ pole meters, valves , fire hydrants , etc. , whether show or no l�' on th se plans , within the right-of-way limits or in ad acent al , , , :j;�see hole 7 areas ere improvement work is to be done, shall be r moved, relocat -d or protected in place as required at no cos to the of I City of ncho Cucamonga. let pi let pipe----- 6 With Q 0-C-2000 s•' '•Q•. Elev. S. familarize •�,c ,eN 4 3. Any Contra for performing work on this project sha SUMMIT A . ':: see note 3 comp , ,,,, to . e• himself wit the site and shall be Soley responsi a for any relaliv density - •. •'�•• damage to ex' sting facilities resulting directly or indirectly ✓' require by � :e r I .�•. •'• from his open tions . Whether or not such facil ' ties are shown on r � specific ions-' L Pipe beddin these plans ~ tt1 Undisfu 7F-°•' •9•''`'•• '• ImmediatelyrepliredrtotthessatisfaCtlonlof toestruction Engineer andlorbe UJ w ed Borth •�ir,.� ,,,,�� Owner at no cost to the City, of Rancho Cucam ga. UJ L-L SECTION 9-8 • d1 Q HIGHLAND A / CASEI 4. A permit shall be btained from the City o Rancho Cucamonga_ Engineering Depart nt prior to any encro hment or construction Maint-ine within City of Ranc Cucamonga easement r right-of-way. t cless'c• mortar-, 5. Compaction tests of a bankment construc ion, trench backfill, ` compacting original gr and and all sub grades shall be performed Q °° • at no cost to the City f Rancho Cuca onga. A written report o !� f with these compaction to is shall be submitted to the City W i to,D I L� , rn D ~M•n� • Engineer for approval pri r to the acement of base materials j. e and or surfacing. _ < 6, When improvements are to be lace on native soil which consists -socktill of rocky material , the sub q de shall be prepared by rergoving W. i _ ' all rocks which protrude W abov he sub-grade and all voids or v '-Pipe bedding° --�= `. ares depressions shall be filled wi a fine grade material of a quality better than the nativ terial . VI ORIA AVE. SECTION C-C , SECTION A-A 7. Estimate of quantities is p vi a by the engineer only for the CASE 1 convenience of the develop 'The contractor shall make his own determination of cons truc on quant ties before submitting a bid any item of work require by these p ans which is not specifically /ICINITY MAP /INDEX MAP listed in the estimate quantities hall be considered as NOTES CASE 1 included in the other ems of work. I. Angle A shall be be een 43•deq es and 90 degrees end 8. City approval of plan does not relieve he developer from respon- D shall be 24 inc s or less. For molter values of A and larger values of se appropriate s odors structure. sibility for the car ection of error and mission discovers during construction Upon request, the r uired plan revisions 2. In no case shot the outside diamele of the infel pipe as- shall be promply s mitted to the City Eng l eer for approval. teed one-half it inside diameter of a main storm drain. 9. Work site and ex riot streets shall be in a neat, clean, hazard 3. Center line inlet shall be on radius a main storm d•ain free and orderl state throughout the constru tion. Site shall except wher Elevation S is shown on pr •ect drawings. be cleaned upo request of the inspector. All storm drain pipe 4. The open r into the main storm drain sh be the outside bedding shall a per City of Rancho Cucamonga S andard Drawing diameter 1 the inlet pipe plus one inch min um or 3 inch 513, Case 1. mo:imu 10. Contact all tility Companies as required, 48 hou prior to 'S All car ugoted metol pipe end fillings shell b gefvonfzed. excavation • 6. If A le 8 is 45 degrees or less, use Case I. I Angle S General T lephone (800) 422-4133. is eater than 4S degrees, use Cost 2. - • for unde ground service Z e n or chip end of connector pips, flush with inn swfece (7 1 4) 987--w2591 - Cucamo a County Water Dist. • mainline pipe Round edge of concrete pipe or nforced 9641 n Bernardino Rd. oncrefe pipe. Ranc Cucamonga, Ca 917130 • station specified on erowings applies at the intersection a inside Und rground Service Alert (800) 422-4133 well of main storm drain and center line of inlet pipe. JUNCTION STRUCTURE N0. 4 11. A 1 pipe lengths are horizontal projections (not true length of '. . ipe) . The contractor shall determine the true lengths of pi e. I..A. 00, r. 0. D 9rTd• ND 2-(71 3 12. All paving construction shall be performed in accordanc6 to th e plans . The City of Rancho Cuc"nga Standards and the Californi Department of Transportation Standard Specifications Latest Q Edition. °NOTE o 'nTIT��5 _ 1. v c.r 0-LOW, WA>,l, TH1cKMS? PCR P(,Atn I Ill.1 2. \(00 a IC r, QN ARDRAWINGS- 4 R AW t G SEE SHEET 10 FOR NOTES, t 4P" R.cP M M 4-1' L.>? 4. mAnHo�e ,fir �a CITY OF 0 CUCAMONGA BENCH MARK , QUANTITIES, �• MAnHO�E A t'D EA• 502 CATCH BAS �D• JUnCTion STRucTURe CA►• 508 JUNCTION STRUC "A" STANDARD DRAWINGS AND 7) �uncTlon STRUCTURE4 o. c.m.P meT TAVP; - ( C.�. 510 MANHOLE "A" I. cATct� DA51n , W= 4 CA• 512 CONCRETE RINGS EDUCER AN PE FOR MANHOLE SHJ�FT, ID CATCH f3g5 = 14' . 1 CA . MANHOLE HE G (CASE 1 ) VICINITY MAP It. CAT In W- 7' I CA IL. II I'JAS "1, 1N=4' ea. 513 PIPE DING (CASE 1 ) C.C. UTII1 5UP1'ORT ( 516 NDED PIPE ENDS IN DRAINAGE STRUCTURES LOCAL DEPRESSION r 2&LOWER PIPE STA. 23+64.45 TO 26tO1.40 © UPDATE STANDARDS AND RELOCATE J.S, CBA �. DESCRIPTION OF 'REVISION DATE cff Y APPROVED CITY OF RANCHO CUCAMONGA 0 NCH MARK N0. 148 - 8 V T3, AT JH E.C. PIOHLA 9 ANn E51WA74 245UMMIT QvEnu�bio' N/� I.AW2 AV> , 5. DA •," '�' ..o ,� - AY ATTW_ • � b, • � maIr1 �111` T• 5TR ��K . STORM DRAIN LINE VArTI01�1 1432.1012 �;r; chi+��/ • Lint xiv• io x1v- I ( BENCH_ UA _ EQUA N � sue IcA a•�}o' �rcoNt CITY 13Et4GH � �4 APPROVED BY' DE PVA le- iE-cl DATE: 1.10• - �3 E7 I.EVATIOtJ 1932.(pl2 f TO CQU 0 ©£ CITY ENGINEER �/�i * �y� �t RC.E NO._ 1419___ DESIGN RECOMMENDED AN1?REA48N f_NGINEERIt1& co. P. g0E", , eti•F 580. p. rAfCK AVE. Tia tai,. 7 ` DRAWN tvrn011A,6A. gIJ&L9 014)6r3-Ir,,l SHEET of 4 CHECKED R.0 E. N0� DRAWING No. DATE FILE NO- L7- O I - T L PROJECT S HEET" OF 7 BENCH MARK NO. 148- B AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, 66' N. HIGHLAND AVE-24' E. OF q ETIWANDA AVE. AT THE N.W.C. OF 4'x8" DROP—IN—BOX FOR DRAIN CULVERT, SET STD. BRASS DISK. ELFV. 1432.612 WILSON 24TH ST. BENCH MARK EQUATION SUBTRACT 0.40' FROM CITY GENERAL NOTES w BENCH MARK NO. 148—B, PROJECT V) ELEVATION 1432.612, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA LOCATION TO EQUATE TO THIS PLAN. STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT SUMMIT AVE. EDITION, INCLUDING IT'S ANNUAL SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. �.i 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, n NQ VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY HIGHLAND w �, AVE. 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. cn cn It 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE V) V) Q SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING w o = z DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN Q U 3 O ON THESE PLANS. oc � w 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE VICTORIA ST. SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB—GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. VICINITY MAP 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS NO SCALE 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 CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE 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 STANDARD DRAWINGS GRADATION OF ASPHALT PAVING. Cl TY OF RANCHO CUCAMONGA 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, QUANTITIES 300 CATCH BASIN LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF 331 JUNCTION STRUCTURE NO. 2 AGGREGATE BASE. 48" R.C.P. D—LOAD, WALL THICKNESS PER PLAN 1048 LF 319 MANHOLE NO. 2 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE 60" R.C.P. D—LOAD, WALL THICKNESS PER PLAN 389 LF 323 CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT, STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 63" R.C.P. D—LOAD, WALL THICKNESS PER PLAN 1200 LF MANHOLE BEDDING (CASE 1) MANHOLE NO. 2 7 EA. 341 PIPE BEDDING (CASE 1) 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL JUNCTION STRUCTURE NO. 2 7 EA. 327 ROUNDED PIPE ENDS IN DRAINAGE STRUCTURES THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE C.M.P. INLET RISER PER DETAIL A 1 EA. 307 LOCAL DEPRESSION AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY CA TCH BASIN, W=14' 4 EA, 336 TRANSITION STRUCTURE BETTER THAN THE NATIVE MATERIAL. CATCH BASIN, W=10' 1 EA. CATCH BASIN, W=7' 1 EA. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED BY CATCH BASIN, W=4' 1 EA. THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S P.C.C. UTILITY SUPPORT 1 EA. 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 OWN 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 CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. 17. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AND THE FOLLOWING UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS UTILITY CONTACT AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION: CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS GENERAL TELEPHONE COMPANY (909) 949-8108 AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 585 N. MOUNTAIN AVE. WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE UPLAND, CA 91786 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SOUTHERN CALIFORNIA EDISON (909) 986-5861 7951 REDWOOD AVENUE FONTANA, CA 92336 SOUTHERN CALIFORNIA GAS CO. (909) 592-1799 1050 OVERLAND COURT SAN DIMAS, CA 991773 CUCAMONGA COUNTY WATER DISTRICT (909) 787-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 2�LOWER PIPE STA. 23+64.45 TO 26+01.40 �v z 4- 'q �1 UPDATE STANDARDS AND RELOCATE JS, CBA 8-5-98 V/ DESCRIPTION OF REVOM DATE APfCI T Y VED CITY OF RANCHO CUCAMONGA SUMMIT AVENUE STORM DRAIN LINE LINE XIV-10, XIV-11 o eROF E S S r 0*. APPROVED BY: DATE REVISIONS BY. 4A A- F CITY ENGINEERr (. ��I RCE. AILD. 19tic Underground Service Alert Q CROUSE/BEERS & ASSOCIATES INC. �0 &oma m DESIGN RF NDED e�FLU ORE y 1700 HAMNER AVENUE SUITE 104 ix No. 39405 TDA4. ANDREASEN ENGINEERING CO. C O R �L * 0 Call: TOLL FREE NORCO, CA 91760 Exp. 12-31-01 580 N. PARK AVE. DRAWN cT _ J� C r V � ��r PAP. POMONA, CA 91768 (714) 623-1595 S7-�" (� 1 800 r b OF 4 1�1l f 0 TEo 11„�� 227-2600 �.d'�*�` �' a.�•-� F CAt �K� R.C.E. N0. DRAWTIVC.`NO ROBERT M. BEERS RCE 39405 '1 J/ Two WORKING DAYS BEFORE YOU ac RMB. DATE ME No. i . . . . . . . . . . . . %e MARK NO I - l TMS N� f�,l..�$MrG t?T/K[�!AIVA V�. N �QHI_#1 MCS ,:? ' • , I } } t j ? i. 1 ♦ , : 1 a ♦ J t r t 1 � P �5KA i ; 1 1 1 L i - ! - i a i - , . ! - -1 -♦ ♦ ♦ ♦ : . _ . j I _y � _ + _: __ i � _ _.�. _ ..i _1- ._ � _ '+ _.._._+ -1 - '+ -� -- - - — -- --._-�--.- __ -. ; : t r 1 i 1 f , 1.•V� C ♦ — I1 t t f a ; t +- i- .y "_ -__ �. -i- i -__ L --L - ♦ - ! - . . ♦ : - -a + i .. ! i : i : : : : i : : -: : : : , - i - - -1 - i - .-� ♦ - .. i + --- -- - _ —1. -- -- _ -- ---- - -"- --- -- - --- ---- -'- -- — .. i ; C } ti� 1 f ! i ♦ -�— # -� � ♦ I : )A, {/f t : 4 4 ♦ ! efzu , , f . . i _ 1 c 15 ♦ r+ � rs 4 i i 1 i j -` 4 �J-� J ! ,e� - ; : 1 w f t , t r O i / r i t : } I , l � J 1 _� _ .. _. -i, - a —+ ♦ - ♦ , - + _ ! , . . : . -j . . i -i i .i , ♦ - + i - i 1 I - - -- - - - - - ♦ z i - - - - - - , , : t # ! t • 1 t : t N r : r f l i 1 �a ♦ : • • , 1 I • - / 1 _ _ _ . ( � � • � . , EX. 4r V t D } , i t74P X-C-if { roo G 1 } 1 t I CON51. P•C.0 j # 1 i i (440.0- Owd tic + � i ; ; + ! 152 ` 1 : ; { l 6 , ; Sf rnti ,L✓na - ; �a '.. 8 o rain XIV � y - -_ --- - - -- _ - -- - : (* : , { i ! _ d t.F; -• fii RiGP' - i L� ftf 00 -ft - 63"' H'.C.Fj - iII '1 b -� i t , 1 i ; i 1 O w: 4930 �.F$. V•8 t=r5 _ Ota, • V-,Z.V CPS'. , W• 110.2 F.ps. z t _l t t i , 1 { j { 1 �� .ice•—s. -Y - --- —.� - - i- i -;•• - i : __ . FIL Woc M p ._ + _ + ...j j ._.__.. _.. i. _ .--- -- .i a _-. -- 1 --+ - J+{ ♦ -- ' tlG�T t �w s Y' �V 1. » ' � ni L• !, 1�•r•• r , , 1 - i -Y- -?- , , G I {�4. s/1 IPO 4 i 3 3 kno 4� - 4 _ _ _ PLAN SCALE - ----- ; I � �- 2?,9D Q V 12.35 hlv�. Qc' a x 1p�o z r• ll I� + 1J�' U �' I u;-� I Q 3C s L /►T (0 06. x jUc g \u Remove Br;ck and ( 3 ♦ W W CTS J ( ^x Mortar and Joim Arbp' r � �— --- -- — --- —�-- dies�+) —� III - I \ W� 5.q• Ct,IRV1r C�ATA t�• y.15� 111r, Va s X02° 21'58" _ _ •�" 28' —_ - --- IN t" �" T 29.22' 8 Oho' _= - ~ - � --- _ LINE--C - • A 2 � �., _ �� 4 N -41.74 L= 52.55' / t� lot•, +�. A 8 - -- - � h OL _ (n3 W - _ - ROW ELIC. TREES - - - _ L l 4 3EE DETAJL .4 �h T= (O* 8 O u e R16NT / z J I N) I N GEE t rrm- 5 I •I O r O 0 'a + r + v o th m dS � 3 - - - ? m Oli ,KQ,OdI>� O 3 �h M r DETAIL M.H. B 14' Q2 �x a UPDATE STANDARDS CBA g,.u- 4� t�' b� spa � DESCRIPTION OF REVISION DATE CITY � nP LINE"G -30 R•C•P � Z TY . 3' �� 1tbL�� APPROVED I WO CITY OF RANCHO CUCAMONGA SUMMITAVE . •_ ,. �� :�-�� AV PLAN AND PROFILE FOR SUMMIT AVENUE STORM DRAIN IMPROVEMENT _ cam' R.G.p. =0•0q LINE . XIV — 11Ail , o =0.00 O I \ * ;p APPROVED BY' DEPv T' p DATE. �, : . p •, 0 ! CITY ENGINEER Z6,� /�VIZ4 RCE. NO. 14111 �4 DAF5 ' ' ' QvDESIGN ANDREASEN EN6INEERIN6 GO• RECOMMENDED -- - �\ CIRCULAR T(E`3(Ty p) t5• - c E.�F SLYJ NOKTl-I f'ARK AVE. �. q1�!��► p'- °' E �.xc 12 , %>tr' DRAWN �oMoNa, ca. q17�� 0114) �(�5 SHEET FC.C. COLLAR UTILITY -5UPPORT ��'*�!`'l`��`� G J z 2 oF�_ t�l I+ N p;9 n ki O -- - -- F f J CHECKED DRAWING N0. r1T Vf'I• + R.C.E. NO �� DATE 7��- w FILE NO PROJtCT SHEET 30 OF •?5-71 DL - ENG MARK 0 -H �c E5 ,4T THE N.E.G. HICHLANU AND ETIWANDA AVE5. b& N/t 14/6141-ANU AVE., 24'E. 71 r • �� r m : } >7F f ETIWANDA AVE AT THE N.W.C• + +` { 6 0' A 4' x B'DROP /A/ &01(AOR 09AIN CULVERT 5ET 57_0 )MA55 l7l5,K ELFY. 145,Z.&12 �ID �E gHEET 1 �K TENCH MARK EQUATION" ► K.6 e It, j 1540 : _ _ _T- ._ .�_�_ ._ _, 1 1540 10 s o� I ''� ►r �d �' m „�, KCL. S�O.Oo50 ��► o xq 4 �p 0050 D1 ; 1530 l ��,�yAF pogo i _ . _ _ -.._ __ , _ �_ . _.. — - - _, 150 ti o 5 = , ' 3� 3� 00 �u» . 4 G. 4�ten lfo-1.I'Z r✓.1�0. V= S.52 F.P5. 1f61.02 G. QteoL G•F too_ Cf'�j.1S11 )d j Vtoo-10.09 F:P.5. V=S.bit p . V ° 1$1 1={?g, a 0` t.r- a.C.P - ilX v L.F too' K-G•P. - 1000 17 I 1 to to L.F' IC•C.p 'M 110 0 '3�fll.'W7 LSF &0 IK.o.P 1520 152 14�01� PROFILE SCALE83 I 4}OIQIZ: 1' 40' : � s�) I d`I t491 VERT: I,, ■4' + 3 I i 34 s 24 2 26 27 2� 2J 30 ±l � 31I _ . . _ __._ . . _ _ +� � +I I "f 32 3 PLAN SCALE 111 40 (V a I I _ V - orb m k`A m^>� '� v W A. N T_ S = �► D v u v + a 43 0� m b V , � d cU orA U V t O . u � �-ii`!j' *vrN ► �'NN aG -R = fo'S� 01Vem M. m � Q -S - (v-0q'14'- 0 b 3o.2q 2'i4"15777 � �NN ® AV44'I00 zC R = 990.00'' -w o a10I.Qa O9 bLL00 _ toy. G13N Sof 50- t VV51 1154' T 3 �DN v dm gO a k + + L E M ON d C� ROY E W Pmmx EX15TIN 6 VV •'f'G� CONWSTKUCT OF C TC N t I al �0 34. �b � co DASIN # .l.�c•."q" k � Q w Jim VENv �s O Cpl m\p� Q -�` I W2"(A6ANDON) '-- Wim— ~ •. , y, • VA�AAvow) -� — - INE "F- — --w .201 gi Ct 4.14- 4 W '144.50 I.P. _ 10"K.c.e, L Qw' Ito CXIF - �v \ ; INE E I LINE 'G. lu.-1 NOUS E W LZ l- Nr _ _ a0 to r 8W UI N i I 1 I 9 S - � T W LOW E R j�Q W„0 = �_ o I I I 1 8 � 2crz m © PIPE STA. 23}64.45 TO 26,}01.40 ti-rv, jq� ry va, N � 6 8 � 1 1 PO rLITU K e 1 t t113 U " tn T. 2 � P > o m p j fl I I STKE , I I + W g 5i a'. O QI UPDATE STANDARDS, RELOCATE J.S. CBA /p- 0 AL16 M E NT c- tv N 0 cl N a qtr _ N NOT I/VALIZEDN >rN �a^� �� r�/7r' DESCRIPTION OF REVISION DATE APPROVED. GD•*� tai + t— ' }. +► • Zd N•6L• v="►.510 uc`� S EX• HOUSE 9 ,r� CITY OF RANCHO CUCAMONGA W.S. � w•3• � � � 6 'q 3 pC.c•urILITY I � o�� .- -- - �* PLAN AND PROFILE FOR �d m OUPPOR? a ��. SUMMIT AVENUE zo� °/' STORM DRAIN IMPROVEMENT NOTE4Q. No WORK TO COMMENCE � l� gl $ �� LINE XIV - 10 , XIV- 11 BETWEEN STATION�5*50 0 5 1 0l�' �( ' . ' , - \0 ' NI }� - APPROVED BY: DEPU DATE.�11- le c-4�4 �� AND 5TATION 3A+ 10 UNTIL �/� bj°o I �I�' a. Q- a- 4p�` q CITY ENGINEER a,Lb�r� �3t/�-( RCE. N0. 41g _ n, _ �� '0�' I 0� I I oC I N ii �� F RIGHT 0E- I ` a 450 1,P m�. WAY HA 5 BE EN b � \3 .3 � 0 �, �, \�. IC'KGt' 2 oop G= 4.�i' 5o CLEARED. o $I S� I10 I / n tM• ANt?IZEA5EN ENGINEERIN6 Co cL,E � 0 , r- DESIGN RECOMMENDED 0.46 GFS. I ( 8 to (l �.s 1= NOK1 t-A`K K A& D A,- �'+- f i �"K.c.r. ~goon Ilu •� I G.t3- NO. 7 ` . 50 GF5 Q1 +l W 4 lkt� �} 1 1 E'P �� ,• ,• DRAWN OnIA. CA `)17!08 (714) 1"55 SHEET LINE 'E' V ' 7.40% N NII N s�sr ClV, G.,l•Z. OF 'LINE ''F' I F of c._= CHECKED ,Y G f/. O. 8 _._. L�J"�� ~ rid L R.C.E. NO /� DRAWING N0. 5 DATE 7-1I-90 FILE NO I q ) 7-.D = X71 PROJECT SHEET . 0F BENCH MARK NO. 146-8 1560 _ AT THE N.5 C H/GHL4A/0,4/VO 6T1W141VrX iS OF WAM7A AHLAN� E. NE N.W.G. j N ¢ cJ- 0F A 4'x 8'T>ROP IN tv" FOR rJ)?A/N EDOCULVERT 1567 sm. P-WAGS OrX (70 I n . . ! 5EE 5HE5T 4 lrol ^F)F-NCH MARK EQUATION" Irii S Q- { : 1 C- 5T. 1550 �xl�Tll� _ n _� _ f _ _ . __. .. _. 55 0 I�•waTEK LINE T10 WATER 0 f ! LINE -- 1 1540 5. 1110- C2 i bbd 3g 53 S•"0.012 # # N d I O , Q to • 104.10 a,oc- 13.O+c _ 00' ©goo•113.04c�'s V=9oOFPS i =115: iro v = 16 '.5, tod= 12G 4 40 1 L. 48" tz.C.p 400.15_ L.F. 48" K.G.p Y= i0.oq 1=Pg lZ 95 I,-.F- - 46" R.C.E. 1400 Q 1200 10 1200 0 i PROFILE SCALE 19 v6Rr =4' 20 21 22 t_ 2 �Z PLAN SCALE 40' _I -2 W L aw (i = I = U W - 0 w d1 In I W Q Np ` V 3 vo 5-b G U KVO DATA r Q F-- U) Ix�_ _ 05 U) 0 r' 6= g0'2�'31" i1 U) �'�' WD wo r�= 4�' oc �� W cu j ;� LOT 13 : �- w I �� LOT 14 I y J cr 1- 3 1111 L*1e}GJ 31' 1L F- Q I- _ H u-�( H Q y i I, !- ® a a g•3'L'2-7" x. T 0 F- I � I U) ~ 1 1 1 R 815.00ZD ' l ��14'1 I I I p t 1 I I 115'11' 1 1 Z Ll.. I l i ILj- SEE ME-TAIL AIL "Q" I I� J . k }� FUTURE 7' C13 PER TR 14120-01 SO FLAW I V ]5 t44 1 vG I I \ � 5Ld r qua �o _ , �r�"a�PSUMMIT �, �,r-�4„R�� .M AVE. ��-�"RcP _ ' _ 1 - � 0 � x 10' - - r tU �• Q N W 11 - N ,�p 3 YJ Nt' -- _► 2 � m' xA\' . ��0R P� - T- 24.09' .0 w H \a�,�Q'?' L= 44.1 ' "�0 0% N�D Dk�h�L�- o^'� •av C� p;"oc� �� _ �� g m vj10L,f 40141 ytv �(0 map &LOWER PIPE STA. 23+64.45 TO 26+01.40alp” M U, ° 4e �/ N o-00� dp �3. IQ UPDATE STANDARDS, RELOCATE J.S. CBA 22�9US 4e O 4!3aQ " CITY 0 Iry �► ? sZ x'�/ite My. DESCRIPTION OF REVISION DATE STEEL d b"t 5MCING APPROVED. , e"oF be GMP 5ROES 4 TOP Y S. W CITY OF RANCHO CUCAMOt�GA T PLAN AND PROFILE FOR W W �+ - - 1 'R�rP /�'3/ ,�,�� SUMMIT AVENUE 7 Q j •o„ 40'C.m.P 54"C.M P (10 GA-) \ . .', m O conST. STEPS �R CIO GA•) IQ' ,c�tit• STORM DRAIN IMPROVEIMENI' Ve C4LTleGng STq. �D?5 BAR NOOp LINE XIV-10 F a0 APPROVED BY: 05P0TY DATE: /,'- //-`� CITY ENGINEER A� � k�7aj • R.C.E N0. 314:1g — ------- �' DESIGN ANntZCAyEN ENC�INEEt�1NC� GO. V. - • 44-10-yr) VGF l� vO ! , Conc. COLLAR ,�\ �Q5D N. rAKK AVIPA• ,Q•ETAIL A ARounn -.Io1nT `nT9l C14'`� DRAWN r0M0NA,vA •gl-7&t SHEET T1415 J0111`17 *HALL AE SHOP � D� � (i•I � 4 OF 4 FMbR(CATEO 4 GALVArll2Et? CHECKED ' — f << DRAWING NO NTER R.C.E. NO I 1i•rJ la• DATE -��—°—�O FILE NO I LI PROJECT SHEET - OF 071 BENCH MARK NO. 148- B BENCH MARK EQUATSON AT THE N.E.G. HIGHLAND ET[WANDA AVES. SWE3TRAGT 040' FRpM CITY BF-NG+i MARK j GG' N/(:& HIGHLAND AVP-. 24'F-. OFA NO. 148-5 ELEVATION 1432.GIZ)TO ETI WAN DA AYE• AT THE N.YV.0. OF A EQUATE THIS PLAN• 1� GENERAL NOTES 4' K 8' E5RAS DISK.IN BOX FOR DRAI�.GULVE'sRT, SET STO. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA D. BSTANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EbITION, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE ELF-:V. 1432.612 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 1N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, 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 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. SUMMIT AVE' 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPAC77ON 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 CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, I �I QUANTITIES: 91rI1GET NO '!J - ND D LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND r✓ILvE� -�R, r, GRADATION OF ASPHALT PAVING. g�VL� 2 STORM DRAIN LING. - HIGHLAND - SUMMIT (DETENTION) 1 . 4 X 7.0 R.C. BOX & MANHOLE SI3T,FT 892 . 61 L. F. Qtf. 'JA BUCIITD %9M PROTL`GT(OCI 12�QG� 51` 9• PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, dLISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF 2 . CHAIN LINK rCNGE 2035 L. I✓ ILl RIP• Mr 167MI- AY AGGREGATE BASE. L, 'T _ 3 . 1 244 8" R.C . P. q'LOAn11NALL Twcxn>:SS l�ER F'LAl'1 4 . 15 L. F." R.C. P. 251. 1a L. F. W. r C•C• PI Pt an CHOIR � �'• 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE 10 4 . 2 " R.C. P. 166 8 8 . 86 L. F. %� STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 6. 33" R.C.P. 13t.q4 L. F. 17. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, �. KENruC bERFSY 7 . 66" R.C.P. 229 . 00 L. F. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE -� AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY TR I PL �T 8 . 60" R.C .P. 9 2 2 . 9 4 L. F. BETTER THAN THE NATIVE MATERIAL. - 9 . 54" R.C. P. 733 . 07 L. F. ' 10 . 51" R.C. P. 268 . 00 L. F. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY _ aLr 11 . 27" R.C. P. 17-toft,WALL THIC`I tMS5 PER FLAt'1 177 . 28 L. F. THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 12 . CATCH BASIN, W=4 ' 8 EA. RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13 . CATCH BASIN, W=7 ' 6 EA. 13 ESTIMATE OF QUAN7777ES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. Y 1► ,TI - - 2 EA. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION ON QUANTITIES BEFORE SUBMITTING 14 . Ci'_TCH BASIN, W 10 � u � � 15 . CATCH BASIN, W=13 . 50 ' 1 EA. A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALL,' _,STEED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTH<rR ITEMS OF WORK. E SCALE 1"=200" . . f� rrl _ 16 . CATCH BASIN, W=14 ' 4 EA . , , + W=21 ' 2 EA. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STAR+nA'D" '; cr< 401 SHALL BE CONSTRUCTED AT EACH 17 . CATCH BASIN, "000> 18 . CATCH BASIN, W=28 ' 1 EA. INTERSECTION. _ 19 . MANHOLE NO-1 8 EA. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 20 '1'KALVSi i Tlv..r,,,, R7 ST1('TT'RE NO. 1 1 EA. CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE v�NTA.gE 21 . JUNCTION STRUCTURE NO. 4 & EA. REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 22 . TRANSITION N ITION STRUCTURE RAMP HEADWALL 16. WORK S171_- AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE Z AND SHAFT 1 EA. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. pl 23 . INLET STRUCTURE PER DETAIL "A" 1 EA. 24 . Rtr KAr rIrpTcGTIow 4",lpI+ 0.10 - 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 75_ REMOVE HEADWALLS & RAMPS 1 EA. U Zto. 4.4. "a�� ( E A. S1TII.ITY CONTACT T7 noume OA-m tyI s 0•6• r.�•17, 1 EA CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS �,p��` QUANTITIES_ fAmT No. a W. 1I - - - PRIOR TO EXCAVATION: SEE A LTERNATE ?LAN STORM DRAIN LTN9 HIGHLAND - GOLDEN TRAILS AVENUE STANDARD DRAWINGS © GENERAL TELEPHONE COMPANY 1-800-483-3000 1 . 6 0 R.C . P. D•LOA17, WALL THICKt'IE55 PER PLAI1 27 . 9160 L.P 585 N. MOUNTAIN AVE. SHEETS 58 TO 63 OF 63 } � 2 . 51 R.C . P. 323 . 97 L. F. CITY OF RANCHO CUCAMONGA UPLAND, CA 91786 3 . 30" R.C.P. 140 . 18 L. F. syr 4 . 45 R.C.P. (054.40) L. F. 300 CATCH BASIN SOUTHERN CALIFORNIA EDISON 1-800-427-2200 5 . 33" R.C.P. 765 . 8 T,. F . 216 N. EL/CLID AVENUE 6 . 27" R.C. P. 345 . 44 L. 307. LOCAL DEPRESSION ONTARIO, CA 91762 r►P- "4T o� 7 . 24" R.C. P. IL 13 U-Q 6 L. F. 318-- MANHOLE NO. 1 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 8 . 18" R.C. P. V-LOAt7,WALL TFi ICKnF-95 FE1C"n 130. 27 L. F. 9641 SAN BERNADINO ROAD 9 . MANHOLE NO. 1 5 EA. S19 MANHOLE NO.2 RANCHO CUCAMONGA, CA 91730 10 . MANHOLE. NO. 2 3 EA. 320 MANHOLE NO.3 METROPOLITAN WATER DISTRICT (909) 593-7474 11 . JUNCTION STRUCTURE NO.1 I EA. 321 MANHOLE N0 700 N. MORENO AVENUE 12 . JUNCTION STRUCTURE NO.2 4 EA. . 4 LA VERNE, CA 91750 13 . CATCH BASIN, W=7 ' 4 EA. 322 STANDARD MANHOLE SHAFT, 14 . CATCH BASIN, W=14 ' 3 EA. MARK'S CABLEVISION (909) 987-6275 WILSON 24m $T 15 . CATCH BASIN, W=28 ' 1 EA. MANHOLE BEDDING (CASE I) IANC FOOTHILL BLVD 0120 (909) 880-0222 16 . REMOVE EXISTING C.M. P. INLFT RANCHO CUCAMONGA, CA 91730 AVE. � STRUCTURE 1 EA. 327 ROUNDED PIPE ENDS IN DRAINAGE STRUCTURE W 17 . TEMP. 18" C.M.P. INLET 1 EA. 329 CONCRETE COLLAR FOR PIPES 12° THROUGH 66" 18 . UTILITY SUPPORT 4 EA. 333 JUNCTION STRUCTURE NO. 4 SUMMIT AVE. , I13. 15, R.C.P. "^.09 LF 20. MANHOLE NO. 4� 2 EA• 334 TRANSITION STRUCTURE N0.1 21. CATCH BASIN, = 4 FT. I EA• 341 PIPE BEDDING (CASE 1) HIGHLAND AVE. i t • ••• H I � REYISE441 o �DEET Fe j Volrs s 80 SItTy 63rS 35?O yo RNv 3 ADD CALTRANS NOTES, CBA /L wto g w VICTORIA AVE. Z DD SHT 41A, REALIGNMENT Of EAST SO GBA IQ UPDATE STANDARDS AND GENERAL NOTES, CBA -~ DESCRIPTION OF REVISION ION DATE CITY VICINITY MA SNS 3 -FFcjF '10 APPROVED. N.T.S. Q��' �q! CITY OF RANCHO CUCAMONGA s OC cr I•r 1 .T , HIGHLAND AVE. No. _ f TITLE SHEET ILS d # EXP- c J-92 * 1(rr,r '�•� �, }/' CIVIL. �. ,u = REVISION 9Y: 2 3 _�.:� S 0 M DRAIN INDEX MAPJ CROUSE/tEERS 8AS OC. �� .. 1700 HAMNER AVF u; No ,_ ac m NORCO, CA 91760 TRACT 13812 Or Exp. 12/31�n1 * 1 APPROVED BY: Z-44 DATEP>;��IT MUSTT �� CITY ENGINEER �� ' R.C.E. N0. �� CIVIC F SF�L.I1�-b I�Fz �� 71�s�►n!� P - qlF OF CA�"NFrjQ94.-� ' �� e-�NSTFj,IGT cO*4 Itil DESIGN AI.�IzEA�eN EtJ6'N��tZ11�1C CO. QE4uMMENDE 4v THS t=-I,ITut Pt�THILt_ I�!�E v,7a�( V. ROBERT M.BEER RCE 39405 _ ef.S. F=. 580 WOK 1- 4 pARK AVC-IJUr -64A _I ') _ DRAWN r01✓tof'a, G4. 91To8 (714-) SHEET - OF CHECKED � �.�i�j''•". DRAWING NO �Q� RCE NO�'1�_ �• S DATE �I'1'/J!� FILE NO _ PROJECT SHEET 3-310F 70 -71_ '• Prl,a►tSPAN 4 N I'Aalterl r s>./k•ae PGN T ___ 2 l 4 2 4 S 4 l �'�>•' 1M. Cis 10 t0 a x0 10 t0 10 20 to t0 to t0 10 t0 10 t 1 1 10 0 10 0 to t0 1 ,O I • 00 Ar to •V f► -1 i - kt 1 ii. ti . iq.1d t �Ir si a t a • ,1 t ��i l e w►_s rut rwww er1 - •J Pte fteelerr !rolrow_ � iii 1 r ros 1s 1•tr+i'iolr • �1 i� 1 f }ie� i i t9iT orirnrn'r'1:o i10 r� 1 * r �4CPrl,arr5 _ _1 ,w a,s 1 6 n u 11 1 1 r n ,11 i irot roe tb�. 1vt. 1 d 9 8 i Ib t0 9 tlbQ.ar! { • •, a {�1e '4' ' I l i r 9 i ; e i 1 7- i • > 11 � i- 1♦ ♦ i t 1 - i } 7{ t / i I r • r i r i r i i i i 7 I 1 i issb. }}----�-. - - ...1 i +i d s 1_iviva N r•�• �'h xl � I'. o« • i a • • 4 a i ♦ i • ♦ r • r • r • i' • i i i• i~• i- ♦ { i • Is♦ a •nte..5rs A A - - 1ElLCR+tt NQT[$: /Plain or rtfnlo►ttd d Ax - - i i" - - r 0, cho,yl •w..acrrL i• I•o des ros iro.n• N) Irt nt+n] Islltl{�x17�x){ roii:.ax1{'�rro rs.:/r rea77t ar sot 75}7)1 n:175$:9.nin:.'u• r911.0131z .r.,$.,4133 u• ts73otrl � Fpr boxes with Spon a N•i911t lM0 r11MI Mr N*40slowo 10rK 1 Pel ' eS ! 9 . -1 1 -y,ry ff ri i• H 93-,Ii is 1! �221�ti i3a�iT'iai•�ii Ili 42ais 04 IV, :n=1t xor,n7it:o of tii,:ts ai;:{t�I"Itts S11$511 12 !le 51s,seciite r Concrete pipe Of C.M.P n - - -. ._ __ _ .- - - - _ - - MW,""It"I reeter,fire be.etwerH6 dh,NnI.M •id Ia1na•ree- ( Main Lim �e u I - b+.orcn rnJr.w-Z1 ! l be . Mees"Keep& changes In bo, w4flis end 4.Iw•tltae t Fee bane with Spon or IgM a mew greater than Chow shis" -�/�•�- fl . � �� _ 7.y'Q• %O SPAN 10 1 14 in e•DNe.a*ernes,dNpn N repc•r•d As I IF't r ' I HEIGHT 7 1 11 1 7 11 I 1 ovwtifwe an app.e.ImOq and fro abew pwrpows Wit f , •! _�_ -_ _j.. I to is •1• fL t► 1.1> C 10 20 t0 10 10 20 10 20 W i0 z0 10 to 10 to 10 !0 a to 10 20 10 t0 to o 10 10 10 t0 10 20 10 90 10 20 10 to - - ® N w pe.mles1lsM to e1ilnMete tM I*0•hooks on•w,eMw f bar J min. See Nate 4 - 1/.e,sn i0C•Aer1 ••�' I s 1t Vt s 1x s ii f 1i a �n t 9rt Iz i0 • 10 to ,0 la i0 I• 10 Ian a NY( a Nl ort M it ere n/t'N' nr[Ie un M n M.•L� ,T'•, i 't N * - I / .,,.;_-e«i. -Is - _ i f i ay. i 9 i ar a i"Ir1�e�titit i iiin i i f-ya l - i �i Id {vr'et !Ilan s 'n n e4i ix iow�i. IIYe le jitl la i7�Ii11 a Y ban•e s1 half!poring Cc•nr• - 6.- _ r - _----�-1-- - -- t { Ir w t 114- iFe.:1 E - 1 _. ----- _�• l.y r j -lr T - ^ _ _ ♦lire ho,/rocr,0wV t4•„I - ti - t 1j-- f 1 t u� s 121 i t�ni 9 illy_ _lo�ii#to'1e fro �d a 11st Io'1s�b�1d to _Id nit r`�11Li �i+Idrer Ir do:r IVt1 �f idn 1i 1iy, a uit 17 f - pp - - 6 . -.r At 4sf � r- -:., P 6 a•.b.o w ar I 1 aft nn ro 6 a { D4 } Tor: 6 i e_ i t } rs n w-iV • • e4 i •�, iii'-i-- il.l_� i}_i;.' e i%1- _ i f i { Prates prolog ro wlNn IaP N•rpe•N W nlNn Mwmnnt M f t r ♦ T See Note T O►.wr f- Gbn>•N {1I sz«. --- -_ t j - Nil / . '' i •1t- _ 1- "s ► ...► - tj lir V 1 + s ) sl 1 �i t, IF 2 ! ►C 1•dwn wlarElrN/ r! �7 111 LLL J� 1 yt{�n,y O ,(e' {• o« M r r -i i r r r r r_ rl 7.' i. !.-t i.-1..!_. t:-1; 1 1 l 1 1 _l. a / / T17rLAL fYYPM4X/A1yRl I/'>Q_ __-1S Jber.wNt,IrPAew�err _ _ - - -.-= - ..-- -�. -• r i i s • s a f } } r-1 - _7 r �{ } _} !I-• �_ a �1 t t • e000 fit t_ { tit a { t a For wlddi"Immotsho w.•asSNOdwdNa "063".On T ,y y� - - • _ �. _ i • i i i a 4 • • a . t • t a a_ • a • • • • •+iTi 1 �a • F♦ a • i • • ♦ te1.N 1 Mesee+lo•,«.q Deb•Is `TY,?Pk F.W M4Y1AXWra.JL IalrMMnH °OfrOm,s✓SId ..__ _ tJ6"Pneoa+e✓i •. • s a s t 1 }- }. -. 7 7- s 7 t t • }_ /_ 7 { • 1 1�1 1. • 7 ! 1 L Y ' 1 6eddin IA/re-a°r•.r oo^o,n o1 Cur owl wWl fj• M1t� ••• _ -i 1-f :4 2-o t7!-f !-f t-i s-1 1-7 I-i t-r). i-T )-1 )-0 ;1-11-1 i-1 i t-t 7-4 1't 7-4 7!2-• r-r t /s-s 7 i 4.0o+i o a 1 •-a_1-+�a-• •-r q OiPART LONG/TLQI/NAL SECTION ro r9,,tw.wr sre Pt%i - t- - = i 11.- f _ - _. - 1� . pipe----- 4-0 YR'CA�FA9 A14xrMUArN•>A7 7YRCAL fGW A/4x/Mr,M}/•S A9' - 'o." a 11 i-o a 41•-0•-n.-o.11 •�•-,�•- •a -1 1; i-i .-I • •1 r a-f11-r 7-s 1-t -r 7 !-b 1.e !-o•{ f- -0 a-o•-f s-{ •-i S{ a_-a_s� �� - inlet ` • r - -- + • Ir• Mr ! ! • { { • • { r 6 1 { { •_ { • t { f { • • r - r r r } 6 • r 7 7 7 7 7 : r 1 7 7 r } b b,rNrrA Opr t J Pat" •,• - _. -- -_ --' - .. -. - .. _ J - i- _ 4-1- 'c' Yuc./.r RI O •'. A4r1 ACI tb+w aA•r1o,A..r s,.r.1r r•rrpr eA.1.r.e,Ir res a1roN - _ -_ •y � tLLi 2� )- SJ •" • !}e- a-• t a.f{-0•-f 3.,1 ! r .-t•� f_7�f-0#{-i}S f 7-!S•1_3 -7 i ,If:I •_ S_I1 -tai 7-O$f-0 t-f•-ff-{t-s iO�{-f f_S a-ff-S a-f Mth I� s •.°a.ra II P?L .or.rr - - ' - --' - - 777"' - - - ego-t-?ono •0•. Elev. S. A row r7r Aora eons o,9 soot, wrp.N/= Y ^'fIA END EL EVAT/ON e• file___-i i a • a 4 . 4 • a • • 7 s • a 4 • a • • • • • a a • • • ♦ • 4 • 4 p i i a . ^p - ' ro mocn/4r/rv.s•r o•,1'N 'I C•ra•r, -C(/LF at7 air ltl 4x7 f1 it N7}5-{Sts}005431 a Fjl¢76I 37p rfl 74f f5•ix r: 1r I i N.1 litJi, tf Iltee T)T to. >-{}esr 779 0• nrtroflfog11i1 }a; Ia Nss1t• f4t 1!1_It11'1i tORCifff M % OS:'. ' $!e n01! 3 Ser Orr°gnprn pow•oW g mm.,rot rover '' ••I W/1•WfI.•rraW.w'r rl rr rpsr.ep-.r res,l,,rer.s nor tM.r. - l!' A.>.r.. -,MM .. - p L� .. tM/V 7io 4" 310 as.a1•_ •s.•.av s10 1•ee 5so s1{ls se suleoa S•,�.a we.•{)•i.feet ez r�•s1 rot..r.s 7))raw " T.o fnl!,ru i!{if:o,e vr`••i1{17 {i)•u19st ti+l/r/ x,zi111 . ••.IVrN _-. ., r,. !, /aD.Ic ... _ _ - - _- ._ _. -. - ._... .. _ ilia►I ! ..__- _ _.. _ _ 1�rM1 _ Carte jl BRp• tOm00Ct yOtl 10 ,•O• A°+e'on l► .. 'FLAT NVERT ALTERNATWE 'V density �� S, •; • rro feae.erw 0.0"e d"sots,for lurch oor.•9 d ane Iew - -KK •a'9r• I I •P,.,. -4 'C « mquired by i rrnour snrrrvlw e1eAv - SECTION A•4 lbt-� i j" ,� 1� I ~`1`) (-L. r•. .' 1 - 1I �' SECT/OW F f _ - 4 ° ' - [Rea-i y.,,,,,• •/. ,rw� .•.Y,ry �� •,� specifications- Decd n9 •. 'o' C. _ S� .J O• aA.rn AOM A.re ar T AtbreA soee ARr a/ A _ + fL>PiPew /1 rsbrewn '•'•-• r'•^ .. . ... •t•..,wn rERee �.- -- /• , i " aerslrr a1aAl1 URdfsfurDed earth` - ser 14Aa•61 .w-p•Id Y..rp.• 11 r•9•.rw•J I ' wpeN•^V9 11 w > ArArwq sewn \ Fw rrs.w•rq rho/ 4 E er10.al !/ar'rrT!_ I /, i.'a.. r1a... • ` H II 1 i 0 wo•DEd.vrp.e,r �� M-,._rs tiy„�err, "7�0�' oro Mod.oN a,~woe* r-o' NS_�TNR� __ � 1•r�.•�i� 1 SECTION 8-B ` Fro,.,ros••w a,x o - - - - -- - _ tMr ' sr>.rr 70Dt ONJ.r \ \ err Too a• 0ek>r Z -� /'a• Rworc,/•rr'C'rrla'Y- , MVE.r sIs11�A. v '•:...w. �p \ sA-wrw•,•s •� '� '-� .'..f11.1• •••fan f/w'e. i E4A•ry or.r A>or ,oro ,2 1 n�sm ad Aar•tlo r.srrsro'• �� / i - a.iff « .««•fan,« o.tf f ) I rue o/,.v, oro nroowpw t•.••• n I•e•1•,1•Il ROOF SECTION -_ r �1-• . i ovr.•ora.,,oo>)•N., -IbTr..wM-•A' -- 1 .-1.1 RNs 10' 7 w+u 14, CASE S E I CASE I NOTES y O1O n o.a} I ast.r1« o.»f ••too.« d'we' - � m a 1 ' FaWI"e >.M d ��1 T=T• r,. • •tat«. ! 1 = urn 6' , F.` I ,f srreon rd. SECTION B-B 1. Angle • p •f+rrr7� + i /w on T+'s ""• C ae •vow.. 'a'". g f A (hall 0e between 4S degrees end 14 1Main Line M9►Ks af►d ® 0 Stroll be 24 inch*$ or less For Smaller values of A and tirdsur •`.><� .., •,Sa'toe+s/II'r/n --� . __ '•P,e � } ,% ,� ft ewer//,Iver., r 11Je1- Yalft►� AC TERNAT/VE WARPEO WINGWALL t '4004 - I t rr rKp>A� 1c , .at.... a •a awe, larger values of use a ro viol use .+e r one-•.cro oarr,.w+ a •x o/ 'M I t C \ C s y r'•^et1''e w«t rw.ww Gr• slats tw RIori r-, r pP f _ P • slondord Structure. rrn[><.,>r•.rn,,>,eo,..,rv, ,•,•'xis,• --nd, rION - iz'> ,p' ! - Alt.r.ewn Caron A ` 2. In wo core $hall the outsidt diameter_1:4'_&, Of the inlet pi p@ ,nrrrrse !pro �f� - -� i1• •rr �•'r'- t ,„ w Ceed One-hall the inside diameter rPe - w.r4nrst b7',w,n bporar 1••I.nre•nkrrrnr•.•••+"•9• \ _ i . . -- ':9an N-, \ 01 the main WARPEO W/NGWAL LS - -- - - --- -- Ae4r Ea•.s•n pwe,M / r0 i •_y _ T w. .� O / ` ; $lOrm --- --- - - -- - -- ro cv,cry woos . . 1 ( 3. Center drain. W,444 0/MENS/ONS_ AND RflNr_ORC/NG _ _ 57,FfEN/NG Bf4M0/MENS/ONS 4N0 RE/A'�Of7C/NG --_ __ __+rb.Y. _M. __________ --�fD,n rr /'O'w4•rrrSD ---f w. 's .�t.. EXTERIOR WALL SECTION it Of 01• /Odin$ of IIIOM $Rolm drain line of inlet shall .r,rlenr u.i rl r" '•?r p• __ a,e.is lla'.hear ">,p - _. ...-..- _ }0. except t N' e o ss r0 r1 N r6' /8, --- 1RV SAW • p d ,B 1b ,?S ,XsIl3 NOwn.o•r ., r•+,re,,, .�_ - -- ._�--- - DETA/L E T R11>tt HALL SECTION L} -------- � t•-= - - - _---__-_� �AN��-�- � -_ P There ElerotionoS 1$ $AOMR On p/OIC) drawings. r r - _- --1-- - _ _� 1- - - - ---- rrw•r-tote rn�ir ,r/7 r'it 17"S O- S/S '6/6 I'7 i 7^?16 6 �o oro•w Acer 1�n rxn - •M ._.. --- MIR g 4 , •- _. - -ter -b -0 'Yr---tr- tr - - f _�AM• torr nn/ •A,7 IQ Altj e s lj}II,1 A,&"?`4 I:1BMC'r oro'+91t.D 0/ � �ANS__4' TN_R_V d' •C•f aVARrNfN aF TRAN ►OR 7ATIOM 4. e F ,:� r• - - f a•_,a• 3 d L- __ TYPICAL SECTION-4' TMRU $'SPANS -i• W 1 TATCALIFORNIA --- - --. _._ - --. `) �.w. de .A'✓brY._t_ P'dE:r��_.Irli•Irj"elrOlL•oBt'1+6 l0'ron lar orsaxr aTATEOeCAIrOw•nA 1 s PLAN .,� s T{ ' 0.0. TA opening into the main storm drain shall N Mt ellfti r Ao- Axe_,,I 1'i 0 17 .'"A/1-'./d'4 f 10'4 Ili 7 ♦f 6 '3 a fr /l.T .B••9" � STATE OF CALIFORNI -- - �- - r, - -T- - I TThCAL SECTION-IQ'TNRV 14' SPAN$ b �,. --Bock c' �.� 1 diameter of the Inlet pipe Plus one inch minimum or 3 ,..�11 /,l ./%1..p rzY rlY.c,1 .� :r' for •6 a•,-o' .,r=b DOUBLE BOX CULVERT f ineA Alva rxr,nn/ .P B'.i B+./5+5 P 11 6/r y 6 f 65T"/6 /6. Tor 6'7 B%/ O_-� I.1 0' DEPARTMENT OF TRANSPORTATION a `t f� maximum. D N C✓o//Mar T 6 T 6. 6- r.?' : B ; 9 Y_t a B' 6r 6 �� 9'•r 6' 16r of>e°r' n'.>•ccw,rn.E.o.arr , 6 6 6 e *9vr �r i' ao TOr •'! PIPE CULVERT ilaTE T1siflMa.sMwwars.w•otbrtthttNaNtaRC.A9arhbo••e„/wtMi�•+ °' 'O L_ \ 1� --hoar$ Mt„r ter+ip•seo fo- l .vrrb•pe,ew rn boo• r1C7 ir✓If ra.4••e'wrr rA,.r yra)wr X'r'n n v• -Pipe bedding _ 1 , xw, 'D-,w.o- a war, /,w,, A-om res of r.r orf.Pe res, M°r..rr p M, Iw r.ae T. >rr HEADWALLS, ENDIWALLS 8 WARPED WWWALLS Sloe 3 All eoprugo/ed Inetot aT.»s ons Y'_'W' "' v '"; Far•e'. 'AV/*M Tarr .a+• rW _YAx+ Ire 4Ar"d/on sAe.w r"r pa+r ;•, e• OiP! god lilting$ $AOtI be getranired. -- _- --_. • 6. If Angle 8 is 49 degrees or lass, est Case 1. If Angle 8 SECTION C-C SECTION A-A is greater than 45 degrees, Ilse Case 2. CA LT R A N S STD. D86 -B C A LT R A N S STD. D81 CASE ' 7 Burn OF Chip end of connector pipe iW h with inner st+•foce Of moinlille PIP*. Round edge of concrett pipe a reinforced PIPE CULVERT DOUBLE BOX CULVERY Concrete pipe. (`re T� VT a A slation specified on drawin4s owles el fAe MNersertiat Of iftwo of vroom elorm dr ll" ewd Conte, $lot N bilft pip#. i-T f rat T O/ T 8 Tt� C T(Piero)a to : I •:t..ti w ..rat s...•s .r t'+N `.. lA(Arch) see Note 3 •.. .r,-. Y' Ia' 1Y N Tl ______fie ----- -� 1 L.A.CO.F.C.D. STD. 2 -D193 --- �i- il rt tlo I:IN _L _ _ -�"- _ _ _ r JUNCTION STRUCTURE NO. 4 SEAN _ t0 _ _ I� 14 _ __� r + HEI 00 - s * T- i s I io s - �- -a-- s to 61- -it -�- --i $ to a I2 I$ 14 T - � e� `. . Retro...t.. C_w_•r _-- to to 20 w 20 10 20 10 ro ro !o t0'to 10:10 10 to IO 10 to zo % to to_ 20 10 to 10 to 10 20 to :o to ro 10 :o to :o to zo ; ` Pipe or f.eN it - •1 :, t jG�2 f ,a w p e 1 'rt iz : 1 �r t 1vx i••7112 9 it f }1� Ta I. 9�1 �♦ �t �a 9 Ila io i• io is 10 1a 11 1• r'I,7U, Tr 3 • a f • f}• o If i lly.•n?tk • io �jtoelt bo�Z e�yk T z :)s, ,q 1i_ frq 11 s�r'111t s4j11 :10 fig_ o4tt 14 'Zt '1 1xFELF i4t iFx A {{ {�,�• 1 I , A I Arch } f 11 a 11 / 11 • �11 1 11 �I I f 2 f+x44 9 t�2'A 91 �S 10 ) 10 ♦ 10 1, 1a NYS O o�aaf 1(1 µ Iq / 11 S yy' S 'se.<.♦ --- - 12 : 2 It�it 11 ,o , �� o '�pe 9 �o 1 i $ .0 a .o e 'olio iL;nx' Ix� •'t 7.,, i-, t T {l r a'i a r f• 's a a • ' r t r 7 a r • 7 s 7 { t t a T s,. a. . s r r r s r l. 7 a 'a 7' T a' T a r s 'r a r • r d a f t r i `i r' i i '�' 4•"�'� R G PYp• 'P o.•......Y• .. :-1f_n s-O�t-n 7 s n�i-}--I'�•e:r�f f -1 7-r -tIs• 1�7--• =Y�i• s r a-.r/�• e•••_• -t�.-r s.�i.}_•�•}i�i�a�-��i.�7-•�.-�.t.t�sito 1M. •••' -Or _ R C Boe J! 111 111 TT C - -- _ 05 Ota yds : +Oso -+of-o a-T•-r .o:s- 'r4 i t z a 7•-1 a-u 4 n�i n 4 111. 11 a-•• a s i-o r ori i t ov-T•a t-ois o•01.0 6 0 4 s 5 6 4 1 4 5 t1t s �7 r r 117 sIr a r s i • r t 'r f i - R /firth I r i 7 i r e r 7 7 r 7 '7 7 • • • iL6% R. C. rhLL """ ^r D hnot canSfrmfjah •1.7��•11r•1' •.ria•T7�i 1•?.+t.•IS1 a-1 i-71_ a- •-IS-7 a 1 1/it 51 4-O�r{-fjFf S i(5 a-0�t 4 f 141 Fllt a•1I�t•f-i -___-. _-ll IRz• 4 • • ai . 4aao�! • • • i • • i i • a i i S 7 • 'i • a i a a a • :a i ! �oKo wKRT 1 D/n/: rs,•,. ---Ff.iT- :176 S •• 2a 1x'e 37r'321A 2 40i1O 4 7 74 5x9 b 34 4 59936 }0)7 a)): 95:Sa t . i 4149 .•w,•, N:l! It'1113)),�12W 115�3003)9'1a`)t `•-'••' 7715 M2 )s!♦D9:SE5�2c<D2,a')t4'S'a 7♦1.. li 6E 534 7 a'.a 7lia 48572, •E'SE7 4915 e?T•9759E'S 7''E^}5(.'6)4 R'�}15 80 if or orcn to pipe-use 1 9 cons, it of boy or arch _ --1--- 4� Box to arch- use eons,. ►w...«« "9.w..•« { T1 �e NOTES SECTION B-B Aox �•le'N .a•t.+r ld w ae« •C• _ •a{"") -- -• - -1 � - L r(Plpe) O/ LTT}taor r Itr Ti r % I Tho Mr/zonlo/ angle of divergence or convergence, 9, shot/ not or,-eed r 451 . %f'�t•" TPA(Arch) sae Note 3 Reinfr.rcing sleet bar sires, spacing, pat/ern and Cover over lAr sleet snot/ be -- -- \ r / Tl as lo/lowtP �.• '`ate" �••-�»•�+ le.! Rewe• Boy to pipe and baa to arch-Mol of bre ser'fron. L -- _ - _-- - ------ E :t PLAN �Ti Arch pipe-- that of arch secl;m. _ J I • '•^ www c..,1 - -a. . '••«. 1_ _ Arch to Orth- that of arch $!titan Aorinp the /Aitksr !volts. I l '-_>„•"r"•'• r••e•a.9 1 O2s s i : ® - -- - C - rhe bar lengths shall Very uniformly ihrougbout the tronsilion �_. .p••.,,. C. Jt __fiI , r natRr' 'v Mtv_;•rr_ 'iRAn I� zs s�-4'e's... -- -- -- - - - � 1 I t_ o . lY's� -itsIr»I� r Tj J. TAe concrete thickness_;Aa/I be os follows 1 r •-- -- -� .N * - -"- r" 1.1 L TERN.T,�rt rtvc�rrs T t i'Or T Or T Bor /o pipe and arch to ! e-lAo/ o/ arch or bar section untesr rhe kr h 1« u.0 « Y - `a• U I J""i-1 y T(Pipe/or c See, Nolo 3 l T wcAN IhrcRness of/he Pipe to 4 �,.� •.yaw _ 1 T r 1 p p P s inches is greater, in wArch Gose 1 A • �`7ye.y' ( , ROOFSECTION GENERAL NOTES 1!Is(Arch) J- _ _ t the concrete thickorss shay/ vary un,formly from that of Me arch or ••^tw t .ce, --- SPANS 10 TMRU 14' _ • -4' b0/ SICI,an .'O 1A01 Of IAC w•w... -� • Far boxes.tilt Spon a HV01 leaf Ran any of?has*shoswr in tebls, f.s+=^r=r- ---r -t--.--r-.- s t-.- _. R pipe wall plus 4 inches. 1 �.2�LT ta.t_ / I"••• •'"': ata rwst renter we b0.concrete dimens"and reinforcement ' _- ..- _.------ - --__.....-- .'._., _._ --- ._' ---- Box 10 OTCA OA I d or:A to arch-lhol of the odjoining box or arch I t'u Make cho IT,r 1 Y rapes n hoI Iersgths arse g�Onliries �, r, ....»»» Lt Rca � I tetw2 n of each end of the transition and shot/ tory uniformly m OuoMthes are oOMo■tmofe and for Oes•gn purposes only I P (SCI ND/I S �,1 � '� ' I r..l r bNNann /he two rods. �1- 1 .r-, ...(� i- i �i t 3Faboxes..rhSponortNlgMorcovnreotera,onlnow•fle.win ) 4. T1e rnlerin- surface shall be smocfh end vary uniformly between rho lire ]--' tables,a speu0t design n rec.red ••••-• ceww P ! '4•11- 0 1 a prwmnsolNe to firma+!the ren•ItOpkf on over oRta bar I ad o,ffiny sections. .. •. f...,.-- L�- f ,• - ® ': ban ore o1 half Vacng Ispaw l0'-14 e,ty) - - I 3. A/pipe /uncture, embedment P shot/be 5 inches for pipe sizes of 96 ruches L _ J 0"o bon we at IgM Woe" (spans Id-14woo I Or less, and 8 Inches for pipe sizes over 96 inches. m P oxide prong I c*&when Top a crowd and what po.NnarM a 6. fi- J000 p,s.r a' 29 dogs. I.- ___'c __ I� •:t.n PCC,and °des+guonntes 1 7. Keyed construction ioinfs of Ike some dimensions as those of the box TYPICAL SECT I*a•s,pn ane data*nor shot., on -1 r-_P`A" 4'TNRVE• �t••� I r1 Swnewd Pion 'DS3'. $o. t.,lrw MI,E•efff..e Details i - Or arch $!Ghon may be Corrie[; through the Jronsilion slreCture of fAe Trf•tcAL SECftON-SPANS t0'TMRU 14' �- Flo. contractors option. See Sec B-B above. • ;t,1 S The Ironsifion structure Shoff be cor►tlrec/ed in occordonre f►11A the WALL SECTION STATE OF CAINORMA structural notes opp/yinp to bat or arch slrutlures shown on the �nero/ SPANS 10 TMRU 14 DEPARTMENT OF TRAktSsORTATION ��'•'L.� -`any Sla I drawIngs pro./oct ` L T(Pipe)or L Tf 4 or 7 or SINGLE BOX CULVERT TsA (Arch) See Not,3 t ~- CALTRANS STD. D80 rT SECTION A- A SINGLE BOX CULVERT * AFCA Trey have a horseshoe-shaped, DL T NO TES ejrcufar,elliptical or similar cross- /2' LO 4 section. /811 24w /O' 6" / A Comrefe tato is regvmd where the change !n gra* ex+eds- 36"' /5 8 0./o f: tow foot L.A. CO.F.C.D. STD. 2 -D235 419" /5 /0 2. Where pees of different dkmelen are 5r /51 /o" /q/ned with a concrete TRANSITION STRUCTURE NO. 60w /7 _77- collar, L and T sho#be those of the /urger pipe D=D or Der, 66 /.751 /r' Ib w hexer is greater 3. For ppe larger than 66"o special cA+lar obtains requiltd 4. For pipe sire not listed use next sire large,- 5 Onvy reinfArcing on pipes 24 and less m diameter and on o// DESCRIPTION OF REVISION DATE CITY pipes where angle A is less than lO' APPROVED L 6. Where refnforcin is re g gcaed the diameter of the cat tf�lies CITY 0 R RANCHOCUCAMONGAshall be Df(2 x irnl/1ty0ness t 8 . r ►- 420 -C-21GY)V Cor+erefe 7. When g is !goat% or less than Der, pin inverts and when D, .,�. , +' /s eater than D join soffits it "t' 8. Pipe may be corrugcfed metol pipe, concrete pipe, or rehhrced I r concrete pipe,or asbestos cement pipe STORM DRAIN 90 ® 9 Not to be used for o sire change on the main/inn. !"' _ 0?�OcLCg/�f/9 nk,.-ocXis, I -- + T�`�iP s. �U��^ TRACT 13812 i F*%s _. _r "' �p m APPROVED Y' ! -/S"9G I I // p` ioP 4J No. 10616 CITY I B /�� DATE. / C ENGINEER a�'`• RCE. NO.-2/9 7 L.A.CO.F.C.D. STD. 2 -D393 s A 4PKEA5FN EN6INEEFNIM6 GO. DESIGN RECOMMENDED .. / .1E f VIV, �r 0,yur_ Fur- / 4 CONCRETE COLLAR �oF c ,�o�� 5so N• r-�.ic'c a'`r�^"-t t✓ 1X4 lliti%v � ,.d �• � DRAWN PO►•�Dt��r cfA., 71�� ,14)vr�- 179rJ SHEET a !/, �7 2 OF 14 Ito 3-4 CArcular Ti1Ds CHECKED �f t." L,e R.CE. N0� lel/ :NGNO DATEFILE NO �� I 71 PROJECT PROJECT SHEETOF f48 - R C 00. lfioft C.R.C. Bo[ or R. PGptMARKNO _ _ -------- I Trom- I ------------� SYM. ABOUT N.E.C. HIGHLA DF .TIWANDAAVES. AT THE Hinge Hinge Angles' Hint III (,lot N/C HIGHLAND AVE., 24 E. OF �. ETIWANDA e T 1 1� ETAIL C ` �!= ; X\ ! Too BFlortam g AVE.AT THE N.W.G. OFA 4'X8' DROP IN BOX Sheet No 7 TAI r = - _.. ` FOR DRAIN CULVERT, 5ET STD, BRA55 D15K. Sheet tlo.3� 1'Hing• , • ', 1• - r Top Row Variable ,i lllkld eR i I I i 9`nrox. --- ' { Intersections i ' I 1 ELEV. I432.CoIZ SMAR QSF-P-SF-P- SHEET 1 FOR BENCH K AT E U iON r From# Mgt• typl 4 } Q I I Broes Angler Sorrier )Brace "g'es Ii i (Ste Note 13,Sh.3) Dor , , , I Borrltr,� � i I ins .m FLOW c, I Bar i c� cl I e'r es plain 0 Brace 4j' r { ! I An I In ' h♦S` i }•� tiers R 6• I xr I ; ax I r -- � - - hertz 9veil. spacingmin. . , End Row Variable j, -R.C. Pipe F \\ DETAIL D 6"max.--,i DETAIL 8 . - / Sheet No.3 ' 1 ��Sheel No 3 iii 1 I (Box Only) 'Ftomt' i ' I -1+ E .Invert I ` i' - _j Sheol No.3EE +Ji I r i I I Shear 1 • T (Pipe only) • , _ _,�c Shear Pin- r e • ..• - --Y1E v E N�{U.a C • JU �{ ry �YV • i �-Shear Pin t INLET BARRIER R.C. BOX R.C. PIPE OUTLET t ' OUTLET BARRIER ELEVATION 'T SECTION LOS ANGELES COUNTY ALONG - FLOOD CONTROL DISTRICT - X445 _ _PROTECTION BARRIER1445 NOTE: Few Protection Barrier member - sizes,see Sheet 3. ' 4' )( If9 1 m. Structural Design Details of R.0 Box SIt 10N AND ELEVATION REVISIONS containing Inlet Barrier shall be delineated ` • - - - . ( - i- - , _ _ i --- r - . i • . , PM- o•n otxu.nw on the Proiecl Drawings. //►► - Q)" 6 21.67 Revised i t✓O"rO SUPERSFDES DRAWING 2-D261 DATED SEPT,1959 CfAlt oArt DWG. NO.2-D2651.2 '- NONE JAN 10,'67 SHE tr 2 or 4, GENERAL NOTES: g q I i 5 ►----1►--------t�4�.t I. Males connected with shear pins shall fit snugly and truly face to face. fi I r +1 3• j C4 3 �£ ir'e r; r i d I I AI 2. The shear pin holes shall be drilled so as to provide o light fit with the shear pins in ploea. Bolts d I t i• sir. • tii"',%Hinge Angles • X . i ( 4- 4. -� Hinge Pip• ` i" e. a 3 All shear pins shall be peened on both ends offer installation. t 4. The aluminum shear in material will be furnished b Ile District t the ntr . ._ `_ __ w _ _ -._ _ _ g P y e a . Ca dela.. 1435 _., _ . _ ..__ _� _� IT _ X435 --;�`�--- Hin • Pin e 1 i. , . • , ' Q' 11 4 ` '__ • S. All 5/8-inch diameter bolt holes shall be drilled on the page lines of the angles. <t OL '�� ( - '-Hinge An let 6. All Dolts shall be 5/8-inch in diameter embedded a minimum of 4 Inches into tonersle or eQulroteM Z ! •� i 1I t 3 Vi Frame Angles i expansion Dolls,and shall b• furnished with hex nuts and mefalllc washers al least 3/3i-inch (hick. - •r �� - - - - - • 1 • • ^m�� i } Place thread and , 9 L a' � CDL . . Z•rk lilting In ,/ SECTION At-Ai -79 T. Frome,brace,and hinge angles shall hove the outstanding lags facing in the direction of flow for locations shown, } --From# both inlets and oullets,ses Section sheet 2. .I (See Note No it 8 12) Ar,gla S• BI Q1- IL Thread ends of hinge pin to that nuts and lock wo;hers will be flush with the hinge angle. t6jro'1.3V f •� 4j x 10' R•V• 1--r - Dumage threads Gcyond the nut fad. Use boll stock for pin. t+ JJ.yv 1 e r I{• DETAIL A Q 4�1.UOCfS. V = 11.416 1'frJ 9 Galvanize all ferrous oils offer fabrication, Ids 11 Isco Note No.121 P - ' 10. Cover all movable contact surfaces with a coat of waterproof grease prior to Installation. # I 41 max. I f �3"s 3•s4•Shear Pin f.----. . 11. For barriers 3G inches and less in sriJlh,use one hinge the full width of Darner. - Clip Angles 1 ° �RbFIL>� SCADS ; 1 •-uv - 1 --,, 12. If IM barrier width exceeds 12 feet,provide on additional hinge on the centerline of the barrier. - 1 ; l ' HORIZ' 1"-40' ; I min. t ° 13. For barriers •xceading 6 feat in height or width,usa brace angles evenly spaced at a maximum H2H BI Bomar-_ i ° of 6 fret on #enter. VERT' 1= 4' /' " n Sheaf pin. I i • 14. Shear pin material shall be coma,trcially pure aluminum viva,alloy 1100, tamper 0, _ _..__ -_a _ _-.�_ _�__�_ 10 Frame / [a. • rFeda;ol Speuficohon 00-A-411.} 1 r -_: ' o PLAN SCALE OETAII_ B Angles 4x4"a7 �� I� n •_) 13. Roltr to wGsechcn C-9 of Yro s,: cificOtiuns for oAdiliatt,l rt #menti and Aerial Ifica"Om TEMPORARY Shear Pin Angle-� 1 , _ _� W� I ____-- ° 1"- STREET EASEMENT SECTION BI-Bt r ► Fralr.x Brace Shear Inlet Hinga Angles Hi Hing• �+ Barrier No. Angles Angles Plns I1 I EE 4- pper Lower An es td Pi Pur � N BI SECTION E-E I I_ I, -2"1• -_Vi. 1" ZX 11 2`x2"x4 2"x2"xi • 2"x2`x� 2`x2"xx 2`x2`xe ►"';--"-_-� (See ELEVATION, Sheet 2) r" % I. I 1".1" I. I. I K.G. t�OX GUKVE t7ATA I •+a 3 -16 --moi for pipe only 2_- 3"x 3`x16- 2'x 2"x -g 2}x2}x7 2'- NJ* 23"x2 "x�" OI'O Q '7 v F. (V I t 3 4"x % " "x •x " P it UL � I -- 4% 2'.2".V -2"tY+ �f �_ s3.3 3",3"x 3"x3"t •I}"0 1"4 Q 2 �I Q- gf�e32'2�p'I I 4 5i5'i,;" 2}x2j' x 1"4 Sx Sx3 3"a 3`x,;" 3"x3"x{` 11"0 I�•� I , J x It Hinge Cl .I Yll I _ 3'x3•x�" Shear -- 4• I Hinge Pipe Li ( K• 4-71-11 5.00 Pin Clip Angles s'-- A + _ p g • ' 1 LOS ANGELES COUNTY , Q �G t I a9 �` > p 10+24.to T 45.4 - Hinge Angle } r --�- ^+ FLOOD CONTROL DISTRICT .w // JJJ Q Ds t•min.-; --1 r- s r _ .Hing. Angles - 6ernoVf. EX15TInla ROCK 5 4'�ID' R.G. IC GAL-TIZAClS X117. i7�' , m ' Hinge Pipe, r o - -; ;- I I- U ' ' �- PROTECTION BARRIER GOVT 20') eQ DETAIL o �.?:: Bl �_: : ` r I rKoTl;GT10I1 Anv i�aNSrn (For Box Section) Hinge Pin- - ==�' _ E PROTECTION BARRIER DETAILS h�TAI� O SLAT It1VEI�T MAX. �ARTN K 4 ••,_"•, X ----- l AND GENERAL NOTES rOR rUTUKC- rKMEWAY + REVISIONS _ �"T Frame _ �- SEE DJ;TAIL 3Ne6T Z Pfd M uA"" o•rt - - ot.c"n•we f' Angles = _ _ _ Frame Angles- """' 9.11-67 Changed angle slz• CI ........•• •• - -Ir.O. 0 3-15-Ge Cho ed sires of hinge SECTION CI-Cl �- OITA11=C- ____. G•F (��a99 �}i~�Qry��,�� -• ••• Slaodwd Pipe. (See Note No. I1 0 12) �r•��o�• � --- } - ng 9 { O 22.6. Revised(NOTES) -- ��„� •"••••• SUPERSEDES DR WING cuu own DWG. N0.2-D261.3 _ • \yyH` 2-D 261 DATED SEPT., 1959 NONE JAN 10,E srr[[� 3 0► 3 I PIN 77, - II HIGHLAND _ AVENUE _ �XINT t�L" STATS H 10HWA`( 3+0 ) 4'k 10' KZ;.E5. c. ---r1+ -'�- dd r 2to.fo3 mgrALL WUOLe r ZOT9CTIOn �� W OA fRR I8 K Np 3 1 GOt?5T. E;r77WALIP� f'SK 9.12 t7CT�.IL• �C60n Z GAL"rtZAClg 5Tb D8G-6 W ��, 44 0 '� W i hr.x " Q _ � I UPDATE STANDARDS, CBA ��,f 4j.�1La IrPOTALL PROTECTION i� ` =I DESCRIPTION OF REVISION DATE }• �AKKIEIZ N0. 3 � (� APPROVED. 1✓ ( TAIL. HEfZEoN �h �� Nom' APPROVAL AMC) PERMIT Ilil 'T BE 5eWRED II CITY OF RANCHO CUCAMONGA S� SEE SHEET 13 F=CK .'T�EL FROM CAI.-TRAN5 FOR 00*51R1AGTION IN 4rc;� rV '4 G4t'�rguc-rIon PeTAILS HIGHLAND AVE. AND THE EUTWKe FOOTHILL - 4G,ppTW 44.,90 \` a ��ssrO,,q STORM DRAIN - - IZENIDNE I✓XISTIu6 Wi&WALJ47 A� �J� bF� Fy •' #i RAMP tHEAnWALL TO KF-MAln) c' � i�- � �", TRACT N0. 13812 v. 4 j' .7. Cl.: iJ J �•, r�l No. 10-16 APPROVED BY: /�� DATE: , - ,��,;; ., �f' /� "9 '� CITY ENGINEER R.C.E. NO. 219/2 _wrw DOL• K•G• wx rer GAL?ICANy BY 51G 1701'- PLAT It•TWKT, MAXIMLJNI eAM /pr GOVSK IO' Ay TRAHSITION STRUCfURe �> CIVt� � ire- --�Eti?�/ DESIGN RECOMMENDED Tn SIrT�,E 4' x lo' R •G•8• �T� a �c��' OF cr 1`,,� - e� r ANDR 58oEN. PARK AVERING CO. D.4AE IW FF- �F r 9� SHEET 2 For, Sir. Db( / DRAWN �Z POMONA�G,A 91768 (714)623-159b SHEET 14 i, /. - � -OF- - CHECKED -r✓ f`L6y EY? L R.C.E. NO/0�/� DRAWING NO /� 0. DATE 9"'4" 9° FILE NO Z ql 7 •e'' 7/ PROJECT SHEET 3LOF ,-' 1 7 _ . } AT THE N.E.G. HIGHLAND � ETIWANDA AYES. GG' NIT- HIGHLAND AVE ?-4'E OF � r;MWANMA AVE.AT THE f�.W.G. OFA 4'913' , j . t i DROP IN 130A FOR DRAIN.CULVERT,SET STD \ MI # BRA% DISK. { ul SEE SkiEET 1 FOR BENCH MARK EQUATION 1 f U Gt1 a I s NAT ItA L K d } 1 i 1101 1460 NATURAL" G OU1117 OA V. 1450 70 _} i n,� t I I 0,.p. gym' o ° - j5v o."oea o s�� ©• QQ�s�ooK40 _ ku . _ ,�k �, . • 1460 � mxAlLE -SCALE H,/,rizNTAL` 1"=4o' VERTICAL 1° _ 4' ; ft.*.20 t, x lap, c,. vox QIGb= 471.DO Gf-t�• V • 11.78 P/1-1V ' � t TKAt?9 22q.OD L.F. "K. 4�4 n 4q1.�7 L.E fop+' R G• P 1200 b THICK WALLr� No. i 471.000 Va I(o.&0 Fly IS3 : 20Ii 12 14 16 17 19 P A N E ,(f - .1 \QQ r . " r •� 40 'k V" a0 a tic 4 W �A� _� — as rn� LINEje �Q cu 1Z' i- o ` W2'i" o w2"1N�--- > Qin — —- — -— — ti�'� TEMPORARY t ~ STREET o fofo"KGS. 84°S_T'31" � =—(00' K•c -a' o � °o2'ot�'W. _ _ i STABLE FALLS AVE. _ —LINE V _� hal' �� •� �o g �hx�� ^ �, �, �; x� © 13 14 15 Z• 01 - �h TKAN57ITION VTKUCTURE NO. I feK STd 334 _ \ +v o w27u I O QI UPDATE STANDARDS, CBA 4 DESCRIPTION OF REVISION DATE CI f YAPPROVED. TY OF RANCHO CUCAMOMA �O' � 4' � 10' RL.13. SEK GAL-TRAf?5 5TD• DIS FLAT IrIVEICT,MA�,. E,AKTN GOVEIS 20 rOt\ FUTURE pKc�WAI 5EE VejAlL SNEfET 2 STORM DRAIN � N4l ti< -fes l\ TRACT N0. 13812 Quo �Q;t r� sF I / NOTE; � �� fF�J, `� r APPROVED BY: DATE: APPROVAL AND MFUATT MIaST OF-GeWREO C e No i. ,a ( r.r, i : ' 11 ' CITY ENGINEER RC.E NO.,-t;—Z)-8 17 FROM CAL-TRANS FOR CON�;TRtUGITION IN Exp 12131,'n' HIGHLAND AVE. AND THE FUTUKE FOOTI•iILl. * {' Y r� / DESIGN ECOMMENDED �� '. . annRcAgEn En6m��m� mc. �.�� , p�- FREEWAY. ^r CIVT� �`� r'''��,'''' >=5.1= (I e qr P� ,1 5bD WIRTH DANK AVETlUt F OF C0.1�F� J �'! �� DRAWN roMonA, CA. 111 (714) b93-I9019 SHEET G._t.�• _ 4 OF-14—f , CHECKED -J1 J �G�� DRAWING N0 � . � , R.C.E. N0� e S•F DATE 9- 4-90 FILE NO � PROJECT SHEET�30OF_�— N Z - -- -- - � • � 8 - 520 — t BENCH MARK NO. 148 B _.._ ien l ' s , _. AT THE N E.C. HIGHLAND i ETI WANDA AVES. (DU RIC HIGHLAND AVE., 24' E. OFC ETIWANDA d AVE. AT THE N,W,C. OFA 4'-AB' DROP IN BOX a�g iQ S FOR DRAIN.CULVERT, 5ET STD. BRASS DISK j ! �� N n`- ;• ELEV. f432.(oIZ NATUKAL rofvunC! r �� 5E SHEET I FOR OEW-,+i MARK EQUATION I 00 uru�AL 6�DUD 1495 r5 10 . Ile / ,/ �5,c h '/ d < S � C '� S.t7�0 �5• ,/ .� / b9�� N �� . ��- ' /'�� e WP�� / �� / G t 0 c I D.kA O U h ,� _ 1480 Al / m < IDu fl �� ` — ►�" i 1490IVA ` 1470 ��1 slV N r Q10o= +4'�LOcF5 4J�7.0 Gf K R•G. - 1200 THICK WALL \k0 7/ ?. IL V 23 ifs 42 2-7�.r 6Q K.G. . 1200 0 TH1GK WALL , = 25. j 104.to7 L.P Qlce' 431.q1 G.r-S. V� 4,q,7.ro L. 6. ►200 PROF ESC TNIGK WALL ' HORIZ ' 40 I3 20 .21 22 23 24 25 VER, Itt=4 2 2� 28 loo- A•o.tocr-�, Qoo-k".2ocr5 aw o. AN SCALE v=22.07 t'ls I= 433.40 cr (.t 40' A-2?'22'Ira, Kn 211.33 1 I IJ T-51.4-Co L- 100.go I oonST .c.d. IEK 0m 300 0 LINE 'M' 0% 0 vv-7' V-4-W fl 7. � peg VTV.30-T, cAg �t �' ' GoC15T INC G.p. rEK 5TZ7 300 W=�1, V°5.3w' v g %c; � w f �• 1b' 1 � V o 1; UNE'N� 1-.17 I'ER STD•307, CIA' A ~ ~ v `� < �- ' di CONST GOER STn 300 Q LINEN c ��- v - _ cc N.j�°4a 2WW. �> 143 E �,� _ r 45 W= 4.0 ; Y �i0 L•0. PER 5717 3arJ GA515 6' 153 Q i o°� z I 141 Q `�' �y� 7 121 120 D ;~,o ma 6= � Oil H- p ' Nog � gn 140 �o 7 o ,, a� � N �� Ll' 0 Ie7 cones. 0.0 . I'E K Stn 300 0 0 ►�50' v��. o' - V ti �3� �onT� 4�v ova ,, ! � d'� �Ts ��', / °v LINE H W 5 X I hT L e F USI4 * � c(1 ° J L•d• rEK STD.wi? GSE 'A LINE 0 N o „ n .� MAIN R10 t'?51• �� N,�S°06'2q,t1y 1 ('>G1.fl5 t 0� pl 'r✓ v u � 2?� _ E- w21� _ _ w w --�-- _ o _ - ,�� BLUEGRASS AVE - O r , - -. w _.c.>b - - ------ --- - -- LINE J -- -- --- � - - rt ---=s� - - --- - . . I I _ w o - j5•DA'9A- 83°Q2?3` 62°aa'35., (�I• T T N.p°02 01 W,- ° - LINE 'K'' N'v4°4b'12"1✓ . -- LINE i o I �_ STABLE ' 1Q� 84°5 a r N.13°32'(3"E � I A N p ��3' � • a LINE 'L' a t 2 .c o 40 V1.6 > %c „> U p� Q UPDATE STANDARDS, CBA G- 10+ 14 filo `M Q v DESCRIPTION OF REVISION DATE 16 APPROVED. v Ci 3; w � , ' � w W Q Ib+ 1o.w o o F o 18 g -4-Q1 '� ��- VT OF RANCHO CUCAMONGA + i� AN 2 0 N N g� o_ 1e211.331 -r-- S13,060 RM DRAIN +�' oc� La 5D.4•Co .�Ic s` 1, /'. ;� !S. �� TRACT N0. 13812 _ a �,< t APPROVED BY: DATE. s CITY ENGINEER 8 RC.E NO. 2 I r,616 C.B . N0. 30 N� ;;�rP ii/� � '' DESIGN ANDREASEN ENGINEERING CO ECO�MMEN ED / �. 4 Foil' 580 N PARK AVE. Go ►� _ DRAWN POMONA,CA 91768 (714)623-(595 SHEET OF CHECKED 'l // ? L R.C.E. NO' L'RAWING NO DATE . 9"4"qD FILE NO ,, PROJECT SHEET OF, � on _BENCH 1ylARK 110. 148-B 3 D AT THE N.E.C. HIGHLAND f ETIWANDA AVE5., I { &G N/4-- HIGHLAND AVE., 24'E. OF� ETIWANDA AVE. AT THE N.W.C. OF A 4'x B' DROP IN BOX FOR DRAIN. CULVERT, 5ET 5TD. BRA55 D15K. �.. a • � : - � d N � � I ELEV. 1432.612 , 1 I � P140Pb5Ep �sd ,. E 5TOrrn DRAl11 1 b = r SEE SHEET T FOR EENGH MARK EQUATION ! 0 MAX• WATER CvURI°AGE #&.&W I ' ' • i1 Ass �t O 0 t It - _._ 153 � � � I 5.45 H �t.L• �. paopbs>cd F5. to IL STORM WRATHCo.00 ) C fl © - /' / 25.�� Aloe _; � �` _ tip• � . .I ; . _ , _ . . .. _ . : _: . :. . _ . : : . . . " , U C7 111L& C1tTA11, c ; Al 1515 �� / , ,�- / -.� o� 1530 i / �k �7nucT donanc rim incHoIC rM nC7TAlU 15K-tl CIO. b . . f a ptd II f olov= 3b4. C.�S• Y 2 4363 5. 353.Gb� Ga- �g2.�j0 G.I~V• } In 3 f.5. V=?5.5 V-24. 8 V=2Q•83 ��5 • `/ /� Y 2 /'� .9 C. 1515 =�i%D^ �J°('J G• y• 4.7(o h 3 I l00° v` 2 l Q goo '�'l0.2 + Ivo s 3104.14 GAS. - � 1000 n TH ICK WALL i KUWF\C�45Ktr .JOINT 1 t �qyo^co _data-Od L. r• 54" R.G.f?-- 1200 D THICK WALL • O OFILE SCALES • : HORIZ' I 40' I ; VERT• 4 2�8 29 30 31 32 33 34 PLAN SCAL ! 1" 40' yEe *Herl W. 8 i 1t, I 0 ft7r PETENTION MTAIL } h.; GOWN• G.p. pr lz erm.?sero Lb4r V=3.601 G4nzG T .P. reK gTp. 300 G D o } GOl'19T. O.P. rEK 5TD GAy>r, A', D�IeD 3 I I¢l I� I w=4' V-Baal Corlol G.D. rEK vrv• W= 10, V= 4.00' L.n. R 5Tf7 30'7 0 W-14' V=6.bo' Z l..V. SER 9TH 3 GAGE `A' GAV E Eq 5T0.3o7 I w r Q CASE A Q A , q+ JJ b8�t - � LINE ' - - 66 n►.4�°t�t'22"w. 67 w w 5>3 ' + .40 - t KIreR INL15T DETAIL I W•° 40' ;,V:�i.0' �' GOnST C.D. pEK 5TD. 3� ..I SNEET NO.-8 h 4+bt, I I� I 45 Vo PEK 9Tr7 30�,cc,51r g, LINE G n N.�1°14'14"MV• W=4 V•5.52' (n _ xt� 6- 2 l C•F QIt I L•t7 peR STt7. 30� GAiP6'A' 2 + Pi E.C.R.Sf• STA. (�j / :v�_ LINE E 84 Q , sEF_ sNr. a Fop, h� I ) - _ - w' _ _ N•cnD°4q'o7"vV 41 LWAY p yT. 6.V. re 51D. 3CO - mks l LINE E-i W=14' V=4•Gb' d V .`• o-N. _ tiD.• .,u I 0 ie� �c. \\ II.. re r\9TD• 307 w W ►l1' ' ut I n i n�vv� '� W t7 �45F � N\ W\ CASE A M0i71�Ili� J Z Nti3` w27^ - W LD rl S1 �; -o �4" K.G. N.o•o2'OI' F I --- - - - - LINE --- - -- - ---- - -- _ _ - - - - �1 ---- �_------ - - - - --- ---- - - - - - { CIA C.B. N0.� � N•81'37'46"W• < LINEA I"5411' gp3sa';- I 31 � I poC �- o ° a- ac,Ta 0 UPDATE STANDARDS, CBA �o, p Z Ir 0 41 p 0 42 `� A=70'lo'54" O sC �1 L = 30.7 ' l O V Q 1�1 APPROVED. O ,n � � Q �' O DESCRIPTION OF REVISION DATE C Y N c n� # 43 �s n 44 T = la. o Q S :� �+ C14 �- CITE ". OF RANCHO CUCAMONGA Ar- D STORM DRAIN ju u� _ . TRACT N0. 13812 ID oQQ,aF�,s�o1,` APPROVED BY: DATE:.1/'/5_9G �• S M. q `Ir, CITY ENGINEER/ 0 '` RC.E N0.2�L DESIGNANDREASEN ENGINEERING CO. RECOMMENDED w No.C•39405 \C{, .-� D- 4 f-f- foo- . Exp, t2J31/�1 " CH`. S.Pt 580 N. PARK AVE. 4 � * DRAWN POMONA ,CA.91768 (7I4)6Z3-1595 SHEET OFF AIRF sr9r� Iv oP�\ o.-�.z• �_ ' b of 14• C r CHECKED _ �`1� ,t R.C.E. NO1�,l DRAWING N0. ✓ DATE Y 9y4-90 FILE NO /�! PROJECT SHEET �OF,� BENCH MARK NO. 148-B _ AT THE N.E.G. HIGHLAnD � ET IWAnQA AVI✓., /� M U ford W/2— H*HLAm Ave. , 2d'E.Or t ETI WArVA ' U AVE. AT THE N.W.G. OF A 4'X-&' i ror In Ia FOIC Min. GULVeKT 15r✓T =TV aFA� 1215K. SEE ET SHEl FOR BENCH MARK MUATlON a I Z � � o a 41 0 ±' N ATI KAL 6IZOu nil a 1515 �° ' '� 1505 NATUKAL GKflunn " N i 1500 �xti moi 1505 1505 1495 �(9At g„S� .a8� SSooC� iL /3 I 1490 -LINE A' � � \��tp� I'1�.2�j !.. 7•” {�.G.�?•-1600 D � : I 495 _ Ge;100V= 11.00 F/g _ LINE `A` xpro�^� ��4tv �6�3 h ^!� �c>t i ,. mmVs S 051 s 2(,P•44 G t"5 I v=8.+2 rr/s PROF SCALES i 4305�L•I' IR1.31 L•F -14" RG• - 1640 t7 HORI2 24"�.6 V��T ; i Qro�'►L�ac� _ 1200 D E 4 S , 2 2 t PL SCALE 4-0' GURye pATA 0 K- 45.00 K• 43.00 L- 26.71 1-- 26.70 QT* 1317, T- M-74 I ' ds s IFS $ 9 Ott a \0 121 \ s 19 Z - , \ � ;Z�\, OO i r 120 121 ' N� >� N 2 % qp L Nlrw, 1 I M' 118 � LINE ��"�� +�fl �► l QJ' 'A' Nb \ NE 10 4- S z2 r \ I$.00 � N GO%7T G•o M K 6'1717. 3co 4"R.G.f - \ p, Wy 7' v.go 40 8�°Id14' DR. L.d FE R STD. '�07 Com' D' LBRONCO - - o PL. 81.3410• /, A E /i VENT LINE a � LINE 'S` xlk V? LI NET N.'141 42'00°W. G.b. Nei°o1'4p'w L INE = GO G 17 E'ER 9Tp.3DB1AJ oco` v V= 140 3.'72' f ,� \� 134 or Qj UPDATE STANDARDS, CBA c� O 119 118 p ! ; p DESCRIPTION OF REVISION DATE APPROVED. Oil d\ ei 6 - � v _ > 1 ± s � CITY OF RANCHO CUCAMONGA v � 3 � o l - STORM DRAIN TRACT NO. 13812 S. APPROVED BY. DATE. rr CITY ENGINEER RC.E NO.- -8/7 No. 1061 DESIGN RECOMMENDED , 9 ANDREASEN ENGINEERING CO. �t err Civil, �5.� 500 N• t'ARK AVe• P. (` qrF OF �r`\EpP� ' � Of CA0 DRAWN romonA,6A.,'1r7&S 1144ft-l"5 SHEET 7 OF CHECKED DRAWING NO 4 R.0 E. NO / �Is� DATE 9-4- 16 FILE NO ` �/ PROJECT SHEET39 OF i '01 BENCH MARK N0. 148 - B �o p AT THE N E.G. All GHLANO AIV0 ET/l'tiANOA IOyo AVE'S. &&'Al./It W&HLA MO AVE. 24'6. �J OF ¢ E77W^012A AVE.AT THE N.W.G. OF A 4',, &ORO)'/N f" FJilr 1,-44A' l 1! IJAX9 TRACT POKY' CUL VFXT r76r S70 09AsS2ni 32.CO/2 lova% SEE SHEET I FOR BENCH MARK EQUATION � o mem/ , b VU. + f151T10C1 OETCNTION *APIN /�� 5r 0•Gi7�0 � M o+ O \ /�—� PROFILE - DETENTION BASIN � �--� t/7 �.� /� � gGAL�h� II �� / gfavo VE KT - Ib 4z AIL- 1555 MTAII,,'A — p�K�?, t i3OW / i �---� �i1 / -� �� i Irr.-MALL GNA1N LINK fENCe (-\ ( �� r- \ VA91A I..E_ 2 � MAX � I i QOD 005 + 40 X - x- - - IJ 00 ( j d A � '• `0U 0 IN 2OX o , bdC)D o 0e 0 A O G' a 0� ?o ,p �6 p�c99 dGi0� 41 % �p0 0 daE Do0 0 d- I / �a0 Q. ?�A'�+.r• � `/ bS � o --- — _ 00 10 J + p"DD 0 0 o D00pD �/SS - 1,0W OAIN A \1 9 0 w � - � X15501 0 U 7:1-1 3"G-JN/T� W/6x& 10/i© WIMa Ale O500�° — - -PIC ` -115' RCAOWA 11f r AtLlADDS DRIVE _ -- to ---(1550Y,"�'e ' 100 \ ) _� _ h .. 1 U Ir C- (7 1-100 waimLoWAY r a:.T"�H WIDTH J l / e D MR MTNAR5 %I MC5 SECTION A-A rXC. X LATE-,5T CI,ITIOn (Comt`5t�m UAW � \ -,NOTES S / � • � � - f — I' M / All chain /ink fence materials •and fillings shall conka►m to Vandad G•IZ• Speatrcotk" fcr FWC Works Canstru0m" sections Z06-6 and _ A 206-7 le fess othe6-nerwse spec/tied /JCA L I••�Q P S WAY DETAIL • 2. Adjustable tighteners shall be lurnbvcA'ib or �ge/iro,e►N, having' I A 6-inch min foke up. ' 3. sol/ yofe hinges shall be heavy abty, ,naltecft iron or steel, industrial service type &0 degree swing d ogoroved quality and , 8.0 design a h 4 Gale posts shall be 3"x 9�4"ppe for !Z'0"opening and 4 x 6=4" . , e for rpenings greater Man 12 0 9P CP p p ;0" 0,; 5. Corner or end posh shall be 3 x'8-4"pipe Changes /n line when �1dI Ie N: the angle of abflecfion ,s 30 de7pes or more shoif be ronsic Bred o corner 6 Secure ga/v cop to post wiM finch round head rivet. , L2- 18 �GN R I N LINK 1 � 7 Cnnae/e shell be Class 420.0-20070. — �EA►GE G WNK fNOS CONCRETE PIPE ANCHOR " B s1r fabric shall n recur on the oulwa-d faring srob oflheµnls, 2"�2"X 3�Ite 6AW •�'• s/relchpd taut, and securely fastened I � � C Y 6' f tot �e Iwo- 17� 4 Tom' 9 Coles shall ne prowled Nrth o comb rtfial spring latch and plvnoer �,( DESCRIPTION O F REVISION DATE AND COLLAR DETAIL �� of SOP PFr"rn• I APPROVED. /� o/ npp,oved design �, • f'nrr„•((' 9°!r pc,1 than Anh 4o,.c d � (Of0„G.1�1•P �/O. Dimensions shown for Standard Galvanized Pipe and Posts cre ,� i�•.. ,A % 1�2 r)omino/ outside dome/ers. �. �2' ' CITY OF RANCHO CUCAMONGA VA KI s MIN• b' �'I i n� n� �•0 Ty�ag, (le„p renf.rn Pod Arr C/M�Aowr.nr.°.,r° ,f 0.,►fo 0 r v' fi•/1 To'n•n+ Rbd f!•rt- 13•� TO ltj fDUP1, --I�— - - - - - -----------�-- - - - - - --`� DETAIL OF CUTOUT 00 VA 1f�, 5`0 50 �� I - Ler Post I " f ' F HMIN If ,� e,,, I � I �_- AND LOC K To ,I E SCALE NONE ( PRIVATE ) VA R I C5 >=t,Ev. 5 L ev. 3'SecroN OF _0 ":'�'., 014!6 - - ` �4\ c --- APF-_.Orr/ • S. n " , T.r�� Sr.Jr1�,/ D.E ITION BASIN ZI MAX. —�`� '�'-- --- ---- ---- I------ X0.5 tit 66 //.A�1.P. ;� N 54 G.M.P. (10 G�4.) � • .,.. �.�. 'i' � +'� •r �' —— (10 0A.) [Ain L"A itin..c 1, nr crlouf ( , 'C•,• ,� •.•.`�j �iOJJ- �J P�R s •d� 4 / ,i lam,l"nr,A.60' :ks V/AP105 d 2 I MAX GALTR.ANS 9717 075 I . (2)#¢ ro 12 k �4R H I •.,; , �: .N ti:.:' ;,?� ; TRACT 13812 OOP 0: IN �/ I ,V: , .:�, '-• 7y& nnq flwi Irnsen � �i• •� • �I V N..r wAh /I y. ".,°hrr AJI'r rr ° �ti I ti� I .... --- - --1 - —- -- - -- --- BY: DATE- -0- LD 51.0 E-W 0.005 Qr` ..I ��. �i-'1= _� - — - -_ - - APPROVED p �o t I 'j 6dr• } -- � ' '� r CITY ENGINEER 91 RC.E N0. 3-1. 6K0UTEn 5 \` N ---- — �__ S'0_44Z tiI 4; r d �,.~ �. .rrn.+.r �t �i• ,Ero�7� DESIGN ECOMM COMMENDED RACK 1,0 FKOTGCTION ��> © Lt- , } o d/� Igwt)KeASEN ENGINEEKIN& GO- E A A TR GJ EfiS " '•'i a. I r,. ne,�io% e a,,f, ,,r ' i+ \ 9i '�• t f{� �('' rOECIILL,ATEST EDITION 'ff nc I r,.�. .,� v 1 u' I K1 �9 I 9'°wn e° I _. "Ow , Tiy eN Srrr i 7e++s e. ter- \ e.�.F� �67 N • rA Ie K Ay F- I (GoeaEi, 6TVNE OLAP) j I el,..a d cc � � _�-/ DRAWN SHEET Er' I .� �rnr e,° I �r a 'P Y � (i�T�G1 GIJCiG.P1P�' - '` �� -I � `'_ �O MO N A,GA•°1176 8 1 l 4-ro 23-15°15 s!qr CM G;, All CHON!CO kN PLS XTA L AWVE7• DOUBLE DRIVE GATE DETAIL C•-a•z• OF Iy' F Of cC • • THlS TOlIVT SHALL BE ✓HOP FENGE DETAIL CHECKED ?. j/ /� DRAWING N0. TYPI AL SECTI _ r . IC's !i- - R.C.E. NO, ��.. DETAIL A FA5FIGATEO �' (�aLl/ANIZEl7 t ]%r. 1311A. 0+ 4b TO (o + 50 01•S•F DATE 9-4"96 FILE NO 71 PROJECT SHEET �00 _ _ _ - _ .-BENCH MARK NO. [ B T THE N.E.C. HIGHLAND £ ETI NANDA AVE5., t G(d N/� HIGHLAND AVE.., 24' E. OF-t ETIWANDA j # FOR DRA NH CULVERT 5ET STD. BRA55 DISK. I � �{ i�d ELEY. 1432.Cc12 SEE SHEET I IFDK BENCH MARK EDU^'TION • Q oL ? NA-rUFAL. 6jCOU1117 � 4;" zz 1450 a _ _ : ._.. _ _: 4 ... _. i _ ,} .. . j•-r�Ex16T�NC G _ �43�1 I _ NATUKAL GKOUW 1 +, p r6.6. UTILITY SUrrOIM 5!" c.r :1440 1420 o. 88'33 b 8 40 oxo` Fmk I 1430 s •�` j I(b Gfr7 x ^0 14•G47D '�U�a L.� q6" f�.G•�?•- 1400D a t QIDarJ= �0.2G G. Y= 5.17%5 L.F. PROFILE SCALES Y= 1.02'/5 - r . � � HOR IZ (" 40' Ql�e= gq.lpp C. S. X15.60 LP-�I" K.Gp , 1� q (hi5d n- Ami V VERT: I" 4' Oleo : wt V4 G.>✓ R��` 2 10,90 G.>!5.: t 12 13 14 15 16 17 18 19 v= 14.E�5 20 21 PLAN SCALE ()) 1" 40 �}—cuKv ! nATA I I \�pJti�` , �. • L= 2�o.2q Wfir} NOTE: API- - ^t�4r-> Ft=-rzM>.-r L45T F15M T' 14"aS > SECUR8t7 pgle--i pe*r- �GUI�VE DATA mIEXISfI Q�UV ` CoNSTR�-IGTIot1 tr1 F-116r1�-s>Nc� p`��• .4tJb -T}415- t=1-4-r F} PL??TI-FIS-L- R= 2 p37 ri rrl , Mp Mt, aC v 9TKU&IJIKE 3L T I 4 � ZIr _ i A I • 151• f0" K G (' ROCKROSE ' 155r= VETAIL- AVE. to = } 8 tj,t,. W G.M. IMA. tl T2 6.M.r. K( �fR W/"KI5 fC/tGK + 2Q' EASEMENT TO THE CITY OF RAt1GHO CUCAMonGA Z t=D I o O� Q FOn FUSLIG I7RAinA&F- /l4' t?ACfMI✓t1T TO THE Gill or KAncmo GUGAMOI`16/1 X K f UPL IC t7"inAGE V � rr: K �'f 321 n�S N GOTKTKUGT M•".00.4 ►u _ - - --- - - - - - - - - - - - 6 N vi h1" r, c, e 46'' K.G• -� -(oo" • z 2.1. Cc. AV e � N.bb 51 34"W• � G g.g0 ' A. EMT I OZ =1ao4 A E)015-mNO &0"K.C.P 2q' i 8 ��\�,�P.�' i • n' E. I l o QpbF E SS104' - 41, ��/ P SHAFT IO UPDATE STANDARDS , CBACD 2"4 2"X-3116"&ALV. 51L. i N O C 5 V t7 n�D �'! !U Z eor-wo'M"r �8"}SPAC,INC-2 51M-5 4T Exp. 12!31 ,, x 4e r / '� 60, '4 DESCRIPTION OF REVISION DATE Y * � �f1 A ��"�UTUKE �FS� R•G•� �� V� APPROVED. s CIVI IMIrA '. CITY OF RANCHO CUCAMONGA WGMP 100A TYr• �G v 1 N I a: 5 N2 .� V .5�h"�•�G \ 3957„ G. I GOrI�. G�LLAR d( fc.G. 11TIl.ITY ' �DkSTORM DRAIN a,, '12"G.M•r AKOUNt7JOINT fib. U avio It ° �0 SUPPORT IAL .12"G•M•� �`► A 60a � G=4� tr KIbEK w/dEbKts 60m;T STf5m f�EK ^� ��. � N.0000'0bow. KAGK r5r, DETAIL•`' TRACT N0. 13812 GALTRANS gTt7�v?5 Q; !(` " GUKVr- nATA 17=51 3 -- _ 410' (LJy6 ex15T• Rt>EK :z 2oi�.30 °57'2v" o - 51” 30'1A'! 11.'1 �� _ GFAI' vEnoY �— _ N o IT,( 1 r GT K APPROVED BY: GATE: 9 Pi ^� 2$� �`c "o� 3Q AFTl:K tZECt70VRL) CITY ENGINEER by R.C.E. NO.21fl T = 12.72 ,�c� mn. N , \n'c� J� _ �'r�.�. MAT t'>✓K - -, DESIGN gNDR ING Co. CO N 51" R.G� ; �� - -2'.�' - f7l ?alp ��a� EASEr ENG NEE E D�F-- _ J I R O. D 4 of i IS1 "co r2" '��'�! ^x�� r� y 44.5?' ------ � 1a.r-�.F 580 N. PARK AVE. fl4�` • it -- �'� --- - ---3g 29 DRAWN POMONA,CA 91768 714)6?-3-1595 sH�ET -- r - - -- DETAIL �B� �'�� _ 1 C.J.2. — i / of—tL— rz CHECKEDr ,,• %• // /` DRAWING N0 U ETA I L TD IKIL T STKUCTUKL y '` - � �� R.C.E. NO, I I 4'fA ' 17t'SB.t17 ESF DATE _ 9-4-96 FILE NO ] PROJECT SHEET `=",OF r BENCH MARK NO. 148- B AT THE N.E.C. HIGHLAND AND EPWANDA AVENUES, 66' N. ! I I HIGHLAND AVE.,24' E. OF � -____ ETIWANDA AVE. AT THE N. W.C. OF 4x8 DROP-IN-BOX FOR DRAIN CULVERT, SET STD. BRASS j DISK. °i i ELEV. 1432.612 I U)� I { +Z I I I �o� - SU87RACi 0.40' FROM THE Ci _ Y —SLYER _-{ ! BENCH MARK NO 148-B ELEVATION I i �ADpL1E 1432.612, TO EQUATE TO THIS PLAN I � JSD CL ROI�TE{ 30WILSON 24TH ST. DERBY CT.TIRELE PROJECT LOCATION PROPOSED FINISHEd SURFACCST { }- AoSUM AVE' I Z Q) A HIGHLAND A VE. I ; HGL 06 I j � ( 0 VINTAGE ly 4 a Ni _ _ - -- - - ^ 00- -- - `�' ------ _,._.._.. - . -_._ ..._ ---- --PCC.1UTlLlTY - N �\O o SUPPORT _ I r� � N� OSIS 00 `° +N � aLn CO +o � I j SO-- ` f / , +,� , VICTORIA ST. ' I C �v j i --N Q F W Of S-01'0094 o - - - VICINITY MAP I N EXISTING i + 60 RCP i j esti o S=0.0225 1 N I I I J j 0) 00 N per I i i I +ap + ��' APIA 1 — --{ -- i _ ai I I o N ------- 0 -- I -- + — ------ — - 45 RCP - -- ---- { ! 60 RCP a + ---N ---68" RCI6 --- l r` 24.39LF 354.7LF I 4LF = I 2000D 1350D-CLASSII I I Q(1 0)=99.6 CFS 'Q(100)=203.64cfs 0(100)=236.50CFS IT V=9.02FPS I V=12.80FPS j V=12.04FPS y PROIrILE SCALE HOW: 1"=40' VER P 1"=4' i I 17+00 18+00 19+00 20+00 21+00 Au RODE-0 DRNE _ w - -- IZ I �? D F w IQ > Z � w U � > cn 1-1 O Q O Z IQ Q U J Z = Q LIMITS OF CONSTRUCTION PER THIS SHEET = J U' Z I� I W = O PERMANENT CALTRANS R.O.W. A3 I0 Q w 20' GO w I� o w 26' -' O PREVIOUSLY APPROVED ALIGNMENT FOR REVISED ALIGNMENT FOR 22.3i FUnX E FREEWAY (ROUTE 30) TRACT 13812 STORM DRAIN TRACT 13812 STORM DRAIN m� 30' � PER THIS SHEET EAST LINE, 40� WEST CONSTRUCT 5.82 LF o a' LOT IS, MB 2/24 ETIWANDA Z 36" RCP STUB I Q � a COLONY LANDS ter I�c� V)L, a � - 0 III v RIGHT SPUR 11 0-- � o O w FUTURE 36" RCP ® STA 21+10.73 ai co co ca PER CALTRANS PLANS \ A=51'57'48" I - O +x s 8-36" (RCP) _ cv w ----- --- - -- - _ r ` N + C=6.76' _ _- _ Z R=1419.21 o I - Al4t9I REM VE EXISTING � FIGHLANS ,B+DD ,9+DD 20+DD 12 k C.M.P_ -_ _ INDEX MAP - - IN-LEI STRUCTURE CONSTRUCT MI-14 I IN TALL SCALE: 1' 200, `n PER STD. 321 I I 16(F. 606 V 0" 17 48.44 BC 60" RCP D1=60" (RCP) I � C.M.P. 10GA TRACT 14120 L o rn Q D2=60" RCP I � I N I 0 ALIGNMENT PER TRACT 14120 STORM DRAIN APPROVED ALIGNEMENT FOR INSTALL 72" C.M.P. RISER W/DEBRIS RACK 17+Q 2 = TRACT 13812 STORM DRAIN PER DETAIL 'B' ON DWG 1417-D SHEET 1411 OF 57 (USE EXIST. RISER IF APPROVED CONSTRUCT MH4 17+26.79 R DWG. 1417-D SHT. 9 PER STD. 321 , BY CITY INSPECTOR AFTER REMOVAL) I I A-45' LEFT SPUR B==39" (RCP) J ® STA 21+10.73 I C==6.18' (V a A=75' D1=45" (RCP) oN B=60" (CMP) C=5.63' I D2-60" (RCP) - SOUT INE OF R=1426.93 R-1418.79 S=1425.58 ~ S=1418.73 LOT OF Q TRAC "4120 ~ I + I Q ADD CALTRANS NOTES ADD SHT. 41A, REALIGNMENT OF DRAIN CROSSING FREEWAY CI Y DESCRIPTION OF REVISION PATE APPROVED © NOTE: CONTRACTOR TO SEAL JOINTS IN CALTRANS R.O.W. WITH RAM-NEK PER CALTRANS SPECIFICATIONS CITY OF RANCHO CUCAMONGA STORM DRAIN TRACT 13812 EAST CROSSING APPROVED BY: / ' r ► A DATE �,1 r _ 3 GRAPHIC SCALE � CJ PRpFESSI0N4 CITY ENGINEER: - R.C.E. NCYt Uao 0 20 40 so 160 � rtARk �y DESIGN RE COMMENDED ro ( _- _--._. �, 0`` - FF �% Crouse/1;c ers "ssociates. InC. _. _. W _ -., _ _ - C9 i �� yn T.D. Cori fng nae^-g SurveYIng ' Planning 4, r'1 - 70V Nan mer lren ue SuMe '0 4 cti r No. 39405 x DRAWN w o. ca. 9+7K 'go; '36 wac e. (9"9 736 5292 SHEE1 m ( IN FEET } * Exp. 12-31-01 1 inch = 40 ft. —LL s CIVIL �P i�_a T.D.M. A of 14 Cl lqT£ OF CAL\FCHECKED 11 R.C.E. NO. 39405 DRAWNING N0. R.M.B. p 12-31-01 FILE No. I q 17-D X PROJECT SHEET 47 _ - ��--' _. .BENCH MARK NO. l48 B N/4-: H GHLAIND GHLAND AVE , 24'EI OF t ETTWAETWANDA NDA i - # AVE. AT THE N.W.C. OFA 4'X B' DROP IN BOX : FOR DRAIN. CULVERT, SET 5TD. BRA55 D15K # ; r-LEV. 143?-.Col?- SEE 432.6125EE SHEET i FDR BENGN MARK EWATtON NA 146 dn rKOrME�E7 r-9. A 4- CS Srll FSAn e t � 1 � _ 6 9! LL 2 r , Q' : - V. 1445 IN 14.f �� 0�'►1 / 01101 rt '1� s o leo.<G1 L. 33"IS.G i.4p4?47 s 11 0 QIA9=55.5G C.f 5 1/= 18,qq/5 Vt t2.(,?j�5 Q l00 { 1 Q =75 o c.m. roti,ge C 33 a PROFILE SCALES I �� 2'�B.�p L.F 3$ R.G.F9 .1400 LHORIZ: ("= 40' VERT t'= 4 1435 _ 12 13 14 15 IG t7 t6 Qloo=16.000 \ PLAN SCALE 0100- pt,t�cl"o • V= m-7111/0 / I,,_40' C ` JU � o 12 / SO Gly,,� 4 © � 8. J' 3� W� 7TG.e �R LW. Y= R STD. Q �� ' E V 37 3TD 9� 5EE &KADII'�G {�LAn / j p��ST.7r. 30� 0 ti� �' 'C 5Td �7 (NOT TO DE MAINTAWEV W 1HE / / , 3.07 , GgSF CrrY- PKIVATE SrSTEM) -- _ ------ --�- N_ -------LINE X_ ---I_gi5E ---- '' W. SNF q' i - - - -. �. - — - - - - --- - ---- - /Y 40 'c I y0 \ s 4;� tie 7/� + n� (d ' / N /50 q K1 / fo,bQ4Es7' 5 W1=17T / / cci cA 5 T Y~1 _ �q/�A6E rj egSE 5 'S, Q + - >mC b ?'C p yO 10 ` 114, 10 6 jai F , v:_ Q 2 / #2fo N 7 i SEE 6lCAt7in& LAn N- .}. (NOT To Kk1A AWED P!Y `iQ Zs 1144. XN- MNATE e 1511 1A V OQ>fl� D Q UPDATE STANDARDS, CRA /•-tom_ DESCRIPTION OF REVISION DATE PITY 9 APPROVED. � GU RyC GA'fA CITY OF RANCHO CUCAMONGA 5F� � T. 10<05 STORM DRAIN O � L s 15.QO 0 QR F:. »�?:,�q Tt'1.57 \bk�� ,N-N°,�'� �� oFFsc,�.,9( TRACT NO. 13812 M.6£ �Fy -0=52' 'x" © gyp a�� APPROVED 8Y: DATE' ce�A'A F9 lz 2°10.00 L- 2!'07.05 ``'' rte' CITY ENGINEER i� .: �^� RC.E NO._.1.i�..LZ L- • _ T• l 43.83 Flo. 10616 I Exp 2,311 DESICN ANDREASEN ENGINEERING GO RECOMMENDED`1p. x, r^ 2 CIV'v 580 N. PARK AVE. p4a I e �� eoFcAtffijl - DRAWN POMCNA,CA.91768 (7(4623 (595 SHEET OF i4 CHECKED R.0 E. NO DRAViiNG N0 DATE . 9-`¢'46 FILE NO l l 7 D F PRbJECT SHEET�O � 4 . D- I S A 48- B E C R O 1490 ___ . - a � _ � � �� N � M AN __ tc� ATT E N.E.G. HI(�NL D 4 ETIWANDA AVES., r N Coto' N.j� Hl6HLAND AVE. ?A'E. OF q- ETIWANDA AVE.AT THE N.W.G. OF A 4'x B' DROP IN BOX I i FOR DRAIN.CULVERT, SF-T STD- PRASS 1215K. i i 1437-.GIZ \ SEE SHEET i FO1Z 5ENGH MARK EQ"AT"IpN e jt j t j x'6(0 QQ =R1 Z I , • ME! LNe 6.1� Well. .2 fl_ �� 1 1480 Ic 14 � m pp j 37 145 , + 1 l 0 . .. I >' 9� 3 � !4 � , x 1 n � D � •P� � 1 ; aQ- { 5=0.01 + ( S 5-O.00 : ,�c,• : . : � � � a7 a�.� �� I Ivy.45 : : 1465 Ic p�Xiv,KC 4b N f I4OD o ro P P 1460 a 1 • 55.%,C.t% E t 2�•z 44 C. - 14Drn�_ &-" cil PROFILE SCALE tPHORIZ I"= 40' I i x.05' , VERT • i"= 4' I 1 Ur D I 1� t�.C. • b . . _ a.� �.�'c.�5. . 24 23 2.2 PLAN SCALE LINE 'C-C' 1" = 40' • 0 _4 00- 7.#1' 0.0200 H 6.L. 0 L 94.25' - _. -. : - �Ol•� �.C:1��1Ta. �IIA N R 45.00' q S`Q L P O� X66 ' GON5T.2G.13 PER 57'q 300 T 19.01 J O t� �� ^ ��( !I L.D. PER 5TD 307, CASE O A - 00-�'C>OM �+ d Ito a p. Q e' > 0. y �a �X Ib"K.G. G.Pl. A'te (. - -4.41' l� �j 0 N i� '�� , �' +17.54 14000 y Q CONST C.13 MR STV. SOO T I'1.'i3 -- ►- � 0 �� r�' -- Tr., IV s G�5 V � m +� •�+ p RI+a 1.63 �°� I W• 14 V s 7.49' V. 4.n ' L.D. PER OTtb 307, CASE W 0) �i8' GOIJS .13. PER 8Tb 3� �A OJ • 3i+y2.48 5?STA• 10 fC ' Af �- do ?A1 R.C.P-1400 J 3 W = 28 Y= 5.30 + N� N O N L.D. pER STO.3�7, CASE'A� N ; tom- *� �� '� � �% � 0� g GoNST C.13. PER STD 300 N _ LINE '8-B' LINE 'A-A' ° "u � ; � � • a� W • 14' \/-4.50' a fsN.71' S0'?D°E• t 9 )• s L.0. PER STD 307, CASE'A' 'Q Q - INE ' c� e' - — - - o - - -- - —b"_ • Z LINE -� VINTAGE r DRIVE b A L� , ;I f N t3 W r r w ' u' � ' N.l0'S9'S1'e. CO. �� W — ---- - --- -- -- I IQ UPDATE STANDARDS, CBA Ys9.3 ' . . . 11 W5°x'11 _ Q. I DESCRIPTION OF REVISION DATE CI Y 11.6.1-. E- '�� N,NEI 30. a, 9 t 9-7.'72 �.L. APPROVED. V ,N �' LINE Z CITY OF RANCHO CUCAMONGA Q N 6pm9T rcc. d lo' II°�,o ' W. uTILiTY 5i1PPoRT q� '� u N '. 1 IQ+ i4.55 N -0 4 .,� „ IS + 64.4& G,�NST.J5. 2' t'f;R STt� 3 oCO 10` .STORM DRAIN cr st FeO U6 + r d . M � Fy 30 ;� TRACT 13512 ►>S � / ; �G�., APPROVED BY. DATE. CITY ENGINEER RC.E. N0. a Exp i., No. 1�0�16 O It _r/�� / DESIGN �Nb EASEf� EN6lNEE IN6 �D RECOMMENDED .0 OAC�'��1� � .� � s � �� 5 F �1W �C � rARK AYE• �� o� G•�D �:Ip• 01 G� \rCf�/1C X 19 �� ! 4• RF V `E Df CA��F��` °f��' G4. `3176& (714) 623 1i DRAWN SHEF1 aK.0 c �.�Q �o G ��T %o c. .7-• -11 of— CHECKED LIN ,M - A' e / DRAWING NO l R.C.E. NO�� _ �5•F DATE 9-4-9° FILE NO �l PROJECT SHEETZ�:3 OF `� BENCH MARK NO. 148 - B AT THE N.E.G. HIGHLAND l ETIWANDA AVES.,GC>' N•/Ct:, HIGHLAND AVE- Z4 E, OF � ETIWANDA AVE. AT THE N.W.G. OF A 4'x 6' DROP IN 00K FOR DRAIN. GUL.VERT, SET STD. BRASS DISK. ELEV. 1432.6 IZ I I I a+5 {y� Av) �/� I I i �1 560 SHeET 1 FDR 13ENGH MARK F-IS"ATION to 21 Cpl oil 01 Q`I46.q=_ 'b6 tsa c�G• Ss 14 s Q`I O.I 0`I QUI 4s�g G� .43.!4 I i 11Qp J s S. I I I I a, dl 3 �90 5 �o.�^I 1 U fo +S2 ---- /g"K 5, 3 3e 42 Vic. ado AA .n �I i \��' II -4 14� 4, -- � � .I .I .I �°- 1 01 6' \�f nn' ro +42.3ro �ti C.B. N0. 3 C. •ANO. 5_ C.B. N0. 4 slLvER SHEET SAD5 E DR. C.B. N0. 2 C.B.. N0. 1 KENTUCKY DERBY CT BLUEGRASS AVE. I 0 l 14 SILVER SADDLE DR. BLUEGRASS AVE. SHEET 5 SHEET 5 --- --- SHEET 5 SHEET 5 � d 0.-12.14Nv — 4:� ♦ OI DI O) OI �G a 6 n - �j) G I I I � �� O+ 63. 6 ----- 4 I 10 0 +51.1x0 6 r ZIP �^ 6 SNIII gNIII I I --,Z----- — � ,o�I°� o�G I+ 0+ 4_14 � n�Il o`I a+`I oil TO o S9 d% gI O .l4 O.C. I • • +I +I 00,11 a`1 C.B. N0. 10 C.B. NO. 9 N0. 8 C.B. N0. 7 C.B. NO. 6 HIGH HORSE DR HIGH HORSE DR. LUEGRASS AVE. BLUEGRASS AVE. KENTUCKY DERBY CT. SHEET 6 SHEET 6 SHEET 4 SHEET 4 SHEET 5 ' ► �I I j I j Q� oI �► �� CIA; �► I -� C. I I ro I N I ' 4 w I I CV rr RI of g6, i1 \• -� ' �', it '1 O+'11_'7 5 -- ' ph 1 I a 1 N N I �� &I — , c 7. '? _ 1 I14 m 5' Am 1 2' a I I o o I I o+ 6l 2 �$"K-6. Avv6 —�---— A�.• OPS• De 9 .8� 9 " � ��• I A � 14 � f 4' S� A �� 5 " 7 / 6' _ 2�.K G.r► 4^ D►� I �.F� O+GIZ. 15 �C. I �b"R.G +I +I �� I Yom. C.B. N0. 14 -C.B. N0. 13 C.B. N0. 12 N0. 12 A C.B. N0. I I } VINTAGE DR. VINTAGE DR. VINTAGE DR. SHEET 6 BRONCO PL. SHEET 4 SHEET 4 SHEET 6 NOTE. ALL STATIONING BASED ON STREET STAT IONS 46 wi � - co a s ` I�• t11t ( N� I ' iC • - CITY N 1r \ I5 * 99."m —— DESCRIPTION OF RE VIS ION DATE APPROVED74 . R.cp al a`� I ' 2'22 27'RG ' CITY OF RANCHO CUCAMONGA S Or V 21' g' �•��'� J uJ LOCAL DEPRESSION DETAILS FOR +69�L--- �I Lo ° TORM DRAIN I I � TRACT 13812 t y„_ ��/Q� FU1� APPROVED BY: DATE: LAJCITY ENGINEER B RCE. NO..a_1 � w No. 10616 �C V” DESIGN 15NCNMRIN6 GO RECOMMENDED 2 G.S C� 5Sd WVFt •I rARK AVE. C.B. 0. 18 Ex` ' C.B. N0. 16 C.B. N0. 17 C.B. N0. 15 sl . c� I� Q N *��r clvl� �/� STABLE FALLS AVE. sF� tror1A, cA. 917�a C-►14)�23-I,gy SECRETARIAT DR. �,� v SECRETARIAT DR. SHEET 4 ofc„�,Fo DRAWN SHEET SHEET 4 of SHEET 4 G`` z (U `-7 Z_OFI CHECKED / _/Q„�� DRAWING No --- f R.C,E. N 11-117-P SIG DATE g-`p-`o FILE NO PRO.JEGT SHEET 0F _CUK \J I, t�ATA 2fo.los a-e=W00'ol?" 2�- v.t.Lo°ov'�" • tZ= al.� L-r- al.a[5 T = 5.48 14.51 �'12t a-N• �DG C �yu{�oRt' 4 • �'�`a'O° C� GOn*rr. BrIMALL* MK Q' q,o 4"O.G•-l2'ltlfp .+ 1Z= 10.012 GAL-rKA11h 5'f r7 t9el&-95 lot An p�• t t, k.12 049 Y G.3o SII 1�c� GonsT M.N• o 4&`5'0 &BTW �' *HAFT-Tor4&.5 r� -- 10 4-i;0ltl,00- 63¢sst i9 4¢00 �- I 10 (40 1.'�v - 75 I V� •FFG to"Ih� 10 1�17.00 - \�o -------- � ,,10'SPAri to. 7, ,- 2 1o��4•y0 -- ♦� ,o 10+ 50.00 N A4.g0 4 W V1 � �• LD Ir?�TAl.L MaMrTion 40.w 2� r � ,� `� Q.%� °� ��1RIAt1 --10 + 45.00 MC. DAKRIeK No.3 reR < , aha'' �" ,��u GIC0551f16 o co�� L.A -60. F.atz 5ro. 2-v1ro3.2 � ko,10 rn co ) 4 M R8 dETAILS• � Vl � �A C.B. N0. 21 C.B. N0. 20 C.B. N0. 19 4 .00 SHEET 7 STABLE FALLS AVE. STABLE FALLS AVE 4,600Tw >� Fanln& VINTAGE DRIVE SHEET 3 r SHEET 3 4oo \ u n q0 �� IQ5movE exieTIn& WinewAut; r �ti' m H� a %4 fe RA p ( ADW u_ To F F- Aln) s tt'Iml � � � 47e� / � � �s •� yu '� nN Irv• np ,�,�� DETAIL - TRANSITION STRUCTURE 1 h - -71 �b „ tlSc= FooTi,y4 x L8" Gulch 24" � w) W 4 t3 A tt s A T Cv" c 1 \� N L.=AC-LA CJ^`/ 10- r30T7o t� 4-0 1 %-&ACLS , C�i�TT � 2 SOTS 3 X © STICtRVPS 1;� h ut_i:7 n2S TOP 4 mo.Tot_A Az 5"o,c. r + + t S(vf % %400K FTS 3 "Oct< ewbs �I � � Q' rgo K c oL.V c m-r l %" GCL) r L�At-C. EXT=ND ToP r3Aft 5 NooK 12N � i' -TYPICAL_ I w4 °owcc s To " C.B. N0. 22 T C.B. N0. 24 C.B. N0. 23 FooTt►.1CL Ak e a i I I _ I_ TYPtCAL . . -- - -r r- 130-.Totem rsAQ6 RODEO DR. RODEO DR. SHEET 7 ,N-co $uPPortT ET 7 SHEET 7 SHE SL09ZE UP t oU�rL f3oTTolti VINTAGE DRIVE ' C3 A 25 , LAP 12" M►J. TY PIC.AL cN"A14uMc:: �jJA�2T M^uV CHAUIJ�:I. DOURt_` � GL)W�2TSPAvS I rSEAM VloK GULVCIZ i - SPAJS �;�„ 9r�tzr�t_L`L 1 �o SuPPoRT �EArz NOTE: ALL STATIONING BASED ON STREET STATIONS SEAT l0 til ^-A SECTION P�-E3 �E=S15V Cft.tt�2tA I. DCSIGi+, SP=GS -- GAL- TfLAt1S MRID4G D�Sis,�1 Sp`C_ "Ai.JuAL- \1ke3; Amm-aDan ltas r 2. Ca•JG2GTs STR�u4Tl[ �[�e s b25o �!•'� j Sys 13cot�.i 3, Rctu t=otr,cts�� ASTM AWS A(L(o0 �s s 24,00a f 4, AL.L-oa.j SIJ � 32Sn s 14.0 Psc.l-4AY 1.2 S71RR✓Pf �� . S• pts Zt,000 000 s7,000 32ta s o \a3� 9? \01 \ O \x \ \A 7. �x �a 89.42 � Sb.b5 � x•35 �e x e 5b e� �9 8959 �,� �• �G�• \ / x of ` e \ \s3 \ ev 89 0 0 \ / 87, \R8 \� 33 ti ? 14 9 N. 59 \ \ ti ♦� DESCRIPTION OF REVISION DATE CITY 9 / APPROVED. 88 a t x � r 86 0 01.19 CITY OF RANCHO CUCAMONGA � LOCAL DEPRESSION DETAILS FOR C.B. N0. 28 81 28 A C.B. N0. 27 �c � � GOLDEN TRAILS AVE. VINTAGE DRIVE ,t. SHEET 7 SHEET 7 STORM DRAIN - C.B. •N0. 29 GOLDEN TRAILS AVE. oPP� -s: TRACT 13812 SHEET 7 %�? Bio z APPROVED BY: /f//f DATE: e° 4 CITY ENGINEER B Q�L��j't °` RCE. NO.2 R�Y No. 10 I � fi 0- _ � � DESIGN NFj RECOMMENDED Ex;; �: .rte / /9 b PRE,AS�N EN61NE�12I� p.gvep-fs 5bo WOKT4 FAKK A\leutle d li • `�%s C1V1� ,,.;; `�ra;�, C1V1��. / rOMOrJA, Gb. 91T�vb (714i6?�i-1595 TF OF j r` OF C DRAWN SHEET G.-I.Z. _'� OF CHECKEDDRAWING NO /l � DATE 2-4-20 FILE NO 4117-P �� 7l PROJECT SHEET _=.OFA; i BENCH MARK NO. 148 - B AT THE N.E.G. HIGHLAND 1 ETIWANDA AVES., Coco' N./-rr- Hie HLAND AVE. ?A'E. OF � ETIWANDA AVE.AT THE N.W.G. OF A 4' x 5' DROP IN BDx FOR DRAIN. GULVERT SET STD. BRASS DISK• �Q U. •(U X 4 ELEV. 14n.07_ 5EE SHEET I FOR DFNkH mARK �,$ ACG �� EQUATION Y=�.(oa' V• 4.00ti^ h h^o \^ G. 0- �4 YY7•�2.q I 3 � Nf5'41.E Vs�52, h°� V��p �• I i• `� "-6 G.l�S•#y C.0.41 > , a A L^y i\ 3I V=�FlJ4' WK y.•23.14 V 5.ls1' „ `14 .o2po 12y� I �d#Go wy=2261 3 w W.y y 674 1Mh•Ql•?I ► I� �`� ?6 ��'• Wp=12514 � -_ _ �• ��v N�ii+�.2p . .�.. =I>S.CoG •(,• f� I g•A14t346, i r � 5-03533 - ��` Qcr S ----}1-- H&L. .l ?597 �•Ge�' AK . v op '1 p.�� G • h�' � --moo ��'• �� Q O V �� `Sr ,�• AN- 0.4 N 57 �bf�'ti0 � G• • � ,, R,G•'� I� R.G.1? ^A �0 UT�ET y ti� 5l' 05 �� 0V � - OVA. h ��• (00t742Rc•p IS"R.G. . I=V 47.80 IG' 1311; RGA-?000D 21"R.G.�!-I(o00t� �y015` (o. 1?-eXi 20 2 ►� x.10 20 2.M I V R.G. - Gb I Co '�5.?O Ib. 113"IZG- . 14GIO t7 �I.�O -1'1-I� -Irv' 12.1 o b 2fc.5°I fe.21 -G•p 1400 1? 21st' I>3"IL.G.{�- D �� g5,2P7 I D 7 G Q10• 1 4 cps 4l 2q A40' ►015c(^5 QIx° I GIBS Q � 12 S.:�W q� � q m 4140` QI00-T00c� Q100= t(s.°ki crt 4,00 VO LINE 'B' LINE 'C' LINE 0LINE 'E' a E-1 UNE 'F' LINE 'G' ' LINEW LINE T LINE 'J' D 1l ID ID � olD o .D v oil z I �^ ,�y. v 6.0.# 14 a • 4. X052 i V• 3,50' ' 4 [ G•0•#I( .04 WO) FA V �F.00 Y=4.47 -- G.0. 17 �o "� MIS•�l.a� 0 10 W.y=o5.g2 VIl�-X10.-10 we•1413�� . W�_��l•lel V` S.�SCo Co. �` rv5=�2.G(p = , 3' I �y M Aye r0 GOLLAK V Q� tI� . as.'A 1rR W;,,101-16 N `^ ��,`' �sa4 5g2, �� N. 95�� j GDt1or(. rG.G. -- `O TV Stn. 96e) UTILITYkph' GQ' F 0 mN ' ti s=o 328 cam_ 0.4500 • �� b� Z �� 45=0.2200 \� ' �. ' Vt� 0 AIC , OG .2a a. s, M ,� 4 f1" ` 'G• �,,p` ,Q`Q` ryIW,• 57 0 � ` 0 5 7y G �b � �� h• �•ni ^k• \ >3 UT��l Oct 0 0 72.2 � %'4.�bb �b� OL0� ,� So nm Ib K.G. -I D ?3S� , °��°� 1.q�' lf� I x•00 (j• • �1q Q11I30D17..E'2S.'(3GOQ t7 4Q3omqb.0:5' IQ D f ��' • Q06.-G'=14 3O�t3'., 1 ' 1�" Q 2I6t700K0�0rQRGp QIDO'13• GIs.l F I G 10. 20004 10•11 18000 oop 41020#. 8Ib' 2 ' ?- I d 6417 " i KK. p-14000 �4RGG b p 414,00vX8 5I-c--532 Qla` 14-OG� 1ADni 4rah 06 G 50 cry r - LINE 'K' LINE ' 12 NE 'M' LINEN' - LINE '0' LINE 'P' LINE 'Q' LINER' UNE 'S' V QtD LINE 'T' vol D D of D voID X Val UlD v �.� � 0 � .0 � voi v I�Ro�II.E yGal.Ey HOFt : I"= 4o' A/ veKT: I" =4' AG J G �.# ID G•0.#2� G.P.#14- , Vs t:mv- V=71Co' �Ov' G.b.s 21 W157=12.00 V.15.3*. a�. W5,�S.OZ _g�' Wh•hh.v4 Y=3.,4�i' G� � p�� Q � •'lip W 5='1?.4 lat�l.rt�5U? •� .--. h `�_ h "lh s: As W015D LATERAL$ 'A� To ' ` - � �• \ ' ✓ �`'E-'G h �' / zbeu 11 ^ DESCRIPTION OF REVISION DATE CITY 14O.O o ¢Z �A ' c 1p.3 �' APPROVED. •08 hkm 6� 4� 4'10 �0' kA� .�j �Gt• v°`' � * Ext'_ '` , civiv CITY OF RANCHO CUCAMONGA h J ��p LATERAL PROFILES st o�¢B d� byy� 47 72� �j10.�12'� - h�4rC `3- b P S ETA STORM DRAIN • ^ R.G.1? I W t700I. - yo' I•an �`rtce 14d�11� g,4"KDt�-ISOOD IV RGA' ',° TRACT 13812 61.l¢J' (f�,V p f00. Q s 11.25G►=S 45 APPROVED BY: DATE' 11-15-90 Qla'21.0 G 41b' y.I�j G.t=S. too QIpo 11.25G�3 �0 F ;. `� <y CITY ENGINEER oA PCE. NO. f1Z f NO. 10616 t � DESIGN ANt2KF_A,�?EN r;NGINEERING GO- RECOMMENDED N• rA R K AVE. 044 f F DRAWN rOMONX,GA ql?G8 623'I f6 SHE E OF C A0 G.J.Z.. (__'•_0F_'4" LINE 'U' 1 LINE 'V' LINE 'W' LINE 'X' LINE 'Y' CHECKED /�V/,� DRAWING NO ' els-+ R.C.E. NO � 7 �•�•I" DATE 9-4-9d FILE NO ' PROJECT SHEETJ-* OF BENCH MARK NO. 10070 FD. 2" BRASS DISK IN CONCRETE CURB STAMPED "SBCS BM NO. RA o 8-21 1970" AT NORTHEASTERLY CORNER OF HIGHLAND AVENUE, AT NORTHERLY CORNER OF CATCH BASIN 66 FT. NORTH OF HIGHLAND I N09 0 AVENUE. ELEV. 1432.769 ]�r T CITY �j RANCHO BENCH MARK EQUATION IN V 1 �1 1 ®1 1 tl �11 ® CUCAMONGA SUBTRACT K N FROM CITY BENCH MARK NO. 9, TO ELEVATION 1432.769, TO EQUATE TO THIS PLAN. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENT OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, WILSON 24TH ST. 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. PROJECT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE LOCATION SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING SUMMIT AVE. 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 ENGINEERING DEPARTMENT SUI1MuR1— — -- -- ---__ ¢ PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR HIGHLAND AVE. RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY _AVER T _ _ = z THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. _..gADatE �� & I STANDARD DRAWINGS 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS w 300 CATCH BASIN SHALL BE CONSTRUCTED PRIOR TO PAVING. / 330 JUNCTION STRUCTURE NO. 1 I 331 JUNCTION STRUCTURE NO. 2 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND 318 MANHOLE NO. 1 AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A VICTORIA sr. WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO CITY ENGINEER, FOR 319 MANHOLE NO. 2APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. � I 341 PIPE BEDDING (TYPE 1) 307 LOCAL DEPRESSION 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, VICINITY MAP LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND 3 � 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. �� QUANTITIES: SHEET NO. 2 - NO. 6 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE -- }ppb-._.._ "�"'r'�� STORM DRAIN LINE: HIGHLAND - SUMMIT AVENUE STRUCTURAL SECTIONS. 1 48" R.C.P. D-LOAD, WALL THICKNESS PER PLAN 905.20 LF 2 30" R.C.P. D-LOAD, WALL THICKNESS PER PLAN 1177.33 LF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE H = 3 24" R.C.P. D-LOAD, WALL THICKNESS PER PLAN 913.21 LF AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY 4 18" R.C.P. D-LOAD, WALL THICKNESS PER PLAN 436.22 LF BETTER THAN THE NATIVE MATERIAL. 5 MANHOLE NO. 1 9 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY ST ! 6 MANHOLE 2 1 EA THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 7 JUNCTION STRUCTURE NO. 1 1 EA RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 8 JUNCTION STRUCTURE NO. 2 2 EA 9 CATCH BASIN, W=7' 3 EA 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. 10 CATCH BASIN, W=12' 3 EA THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING I / 11 CATCH BASIN, W=14' 3 EA A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE ' \ 12 CATCH BASIN, W=21 ' 1 Eq OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. I 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. t 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE ! CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. SE T - \ 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. 's - - - _ - 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. NOTES: 1. USE TYPE "IV" BEDDING FOR STORM DRAIN PIPE IN HIGHLAND AVENUE. UTILITY CONTACT 2. APPROVAL AND PERMIT MUST BE SECURED CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS FROM CAL—TRANS FOR CONSTRUCTION IN PRIOR TO EXCAVATION: HIGHLAND AVE. AND THE FUTURE FOOTHILL FREEWAY (ROUTE 30). w 3. CONTRACTOR TO SEAL ALL JOINTS GENERAL TELEPHONE COMPANY (909) 949-8108 = WITHIN CAL—TRANS RIGHT OF WAY WITH 585 N. MOUNTAIN AVE. RAM—NECK SEALANT PER CAL—TRANS SPECIFICATIONS. UPLAND, CA 91786 RADE@---. - — SOUTHERN CALIFORNIA EDISON (909) 986-5861 I 7951 REDWOOD AVENUE FONTANA, CA 92336 SOUTHERN CALIFORNIA GAS CO. (909) 592-1799 EAST SD PER DWG 4417 D ffS 1050 OVERLAND COURT SAN DIMAS, CA 991773 REVISED ALn EIuENT PER TRACT 13812 EAST SD CROSS14G PLAN CUCAMONGA COUNTY WATER DISTRICT (909) 787-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 FUTURE n1LL FREEWAY (ROUTE 30) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR DADD PRNA-TE S .CO c-rT123142,sfr /L-7 d SCRPTIONCRY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON � � DATE THIS PLAN ARE OBTAINED BY TI SEARCH AVAILABLE RECORDS. THE BEST OF OUR KNOWLEDGE CITY OF RANCHO CUCAMONGA SHEET 2 THERE ARE NO EXISTING UTILITIES EXCEPTT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR -� - - STRUCTURES NOT SHOWN ON THESE PLANS. _ _ _ _ _ NOTE: PERMIT m SECURED FROM AL TRANS FOR TITLE SHEET ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONSTRUCTION IN HIGHLAND AVE. Q FKkiLAND CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE AND THE FUTURE FOOTHILL FREEWAY PUBLIC IS SAFETY AND PROTECTED.ALTH REGULATIONS" OF HE U.S.DEPARTMENTORS SHALL COMPLY WITH OF INDUSTRIAL RELATIONS THE "CONSTRUCTION"OCCUPATIONAL WEST STORM DRAIN PLANS SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS n AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE jiTRACT 13812 INDEX MAP U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". ea o a OpESSI N CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE L Q�° t MARK q F APPROVED BY: , DATE = CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS �' E F �� aF tic CITY ENGINEER ✓ RCE A10. SCALE' T - 200 AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL N r FP DEBKKyVV WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE 0 c�72 - No as405 p Crouse Beers & Associates, Inc. ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, cr 11/'�$� fJI � * Exp. 12-31-01 * TD.At LV.EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. , 1a Engineering " �1700nHamnerr Avenue s�ieryio Manogement �. T (:IY(l A� `PT CIV11- �P DRAWN Norco, California 91760 (' � ��`� OF CAI PAP. (99009),736-2040 Fax (909) 736-5292 'FAj 6 ro TFo rs �—fF:L`.1:�394D5 DRAIML1Ka NO. ia 3-21-9 Expires 12-31-01 1 '7,D x e l jJ PROJECT SHEE71_.5"8 OF 071 BENCH MARK NO. 10070 FD. 2" BRASS DISK IN CONCRETE! CURB STAMPED "SECS BM NO. 8-21 1970" AT NORTHEASTERLY CORNER OF HIGHLAND AVENUE, AT NORTHERLY CORNER OF CATCH 0RjH,QE_H/GHLA_NQ_,. - --------- ---------- ------- 5 AV NUE. ELEV. 1432.769 SEE SHEET 1 FOR BENCH MARK EQUATION. Ld ------- (445.008M) (445.008M) w Z= NOTE IF H IS LESS THAN 8-, Wt24-_ ul aL C, IF H 15 BETWEEN 18' AND 25', W-26' IF H IS 2'-6' OR MORE, W-3'-0% K 1 At MA IF M IS MORE THAN 4--0 k/2'. BRING WALL YERTICAILEY TO 49 1/2* CL BELOW SURFACE AND TAPER FROM 3'-D' TO 94- AS S40094. CL 2 THIS STRUCTURE SHALL BE USED WITH STANDARD PRESSURE -- ---- ------ Lo MI FRAME AND COVER, STANDARD PLAN 3036 IT WAY BE USED FOR HYDRCSTATiC HEADS UP TO 25' ABOVE THE STEEL PLATE. ---- --- PAN U) L3WHERE 'PRESSURE MANHOLE NO. I. 2, 3 OR 4- 15 SPECIFIED ON THE NO PRESSURE MANHOLE SHAFT PER THIS C)Lu 0 PROJECT DRAWINGS. STANDA (i CL n STANDARD AND STANDARD PRESSURE A&ANIHOLE. FRAME AND COVER LL.I INF) PER STANDARD PLAN 10116 SHALL BE SUBSTITUTED FOR CONCRETE RINGS. REDUCER ANI) PIPE, PER STANDARD PLAN 3029 AND MANHOLE iU Al Cs 7' 4..OvO FRAME AHD COVER PER ST4NDAIII6 PLAN 630 RESPECTIVELY. LEXIS tlo) T. GROUND OVER C OF STORM DRAINRz 4 REINFORCEMENT S14ALL CONFORM 1-0 ASTM A 615. GRADE 40 WHO • CLEAR OF CONCRETE SURFACES UNLESS -- -------- _SrEEL STE' R�F, $HALL TERMINATE 1 1/2 ------ ------- (441.960M) + 61 OTHERWISE SHOWN. ------ HGL + A. ++50 ------- 5 STEPS SHALL CONFORM TO STANDARD PLAN 6", THE TOP STEP (441.960M) SHALL OF PLACED DIRECTLY BENEATH THE MANHOLE FRAME. OULESS OTHERWISE SHOWN, STEPS SMALL BE UNIFORMLY SPACED 14- TO 15' k6.141 V) Or P\N, It-WW-L- �O,T.O.XL w 0., _L - - - 6 SE! CONTRACT FIRECIFICA71ONIS FOR PHYSICAL REQUIREMENTS OF WATERS1 OF. RIO ------- LLI ------- ---- -- ---------- --------- MTV COX IRLI()US WATEPST" ----- ------------- -- -------- --------- OD I WHEN MXWOLE $HART TS NO- THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIML ASS STEEL STEP (1200mm) R.C-P-1 -1i MAMRO�OR S7 ORM DRA* 4�" PRESSURE MANHOLE FRAME AND COVER F_ ++ '50a6 STANDARD SECTION A-A II I Comm) R.C. 5-0,0040 48" (12 II S-0.)044 ----------4� 00 X WEL.5 tAN � A- CNID2 Of KAN R M- -------- - ---------- _.------ ----- (438.912M) ..... 60 1-44G (438.912M) L !�JSt TYPE "IV" BEDDING ta�osms I To) 104,62 L.F. 48"R.C.P. 140lo D goUro Jrn .1'ERE 4.. Fall To, 40" I CFS, V-7.0 FPS (6AtER, 1�4E Q(j 00)=6100I R40P W 9"AFT; EACH LOAETI.00P I= "'NS0. NI 3 111� IN MAW T13 A Or 4-, 4H 7.E vENT?L.1 POR-110. �11&3"A'T k 31.$88M, 1200mmriR-60. Q(100)=2.837 M31S, V 2.4;�9 MIS 6 p6 LL103I:� + F4. ql V) 'on Orn 0 m ------- + t F 4 Fn m n LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS 27" (690 mm WATE- PPT _Lm�WA TE r J, I ton cs a STAND _ss� LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORK$ -7- (1434S +-) MANHOLE 5HAFT 03 1�t U- STANDARD PLAN i n DO + 3 0 2 8 -01 STANDARD PRESSURE 5E USE TYPE "IV" BEDDING (437.1 i -0 503.73 L.F. 48"R.C.P. 1400 0, 028 MANHOLE SHAFT Q(100)=10420 CFS, V=7.97 FPS SHEET 2 of 2 ws NO �_�mo 153.537M, 1200mm R.C.P. !SCALE FPROFILE Q(100)=2.837 M3/S, V=2.429 A41S HORIZ. 1"--401 HO IZ 1 C: R '=40: VE T 1_ VERT 1"=4 ] R 4 � I 1 10+00 11+00 6+00 7+00 8+00 9+00 (6+13.360M) OUOKI 4+00 5+00 (5+52.400m) (5+82.880m) W�OR TO I N,2 (4+91.440M) (5+21.920M) REWIRED (4+00-OOOM) (4+30.480m) (4+60.960M) NOTE 09, 4/4� Z 114r 1116 1. THE CAST IRON USED SHALL CZAIFORM WITH Aar"A 48 CLASS '358 37kiRLE S 17M RIX 2, ALL PARTS OF THE FRAMIE AND rCVEF EXCEPT THE MACHINED I�EAD SURFACES SMALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AfTEIR TESTING AND INSPECTION. !J@-.W LCAG Pl_ SIT6 I DETAIL"'Y• well 1 3 COVERS $HALL BE CAST WITH THE LETTER '0- FOR STORM DRAINS SET w SCE AND 'S' FOR SEWERS AND THE AGENCY'S IDENTIFICATION IN ACCOR- A,L DANCE WITH INS-AUCTIONS FURNISHED BY THE ASEIRCY, THE LETTER se ME tz 00 'S' SMALL BE APPROXIMATELY 2 1/2' K-� WITH F/2' LINE mato WIDTH AND PLACED IN THE CENTER OF THE COVER ALL LETTERS HALL BE FLUSM W17H THE FINISHED SURFACE OF THE COVER. wQV-E `lR_ 4 FOUNDRY ICE NTiFYINKI MAIRK, HEAT AND LATE SMALL BE C457 ON THE MAII WAI L BOTTOM OF TIRE COVER AND ON THE INSIDE OF THE FRAME 5 IMPORTED COVERS AND FRAMES SHALL HAVE 73HE COUNTRY Or ORION DETAIL 1114IRKINC IN COMPLIANCE WITH FEDERAL REOULATI00- FRAME AND COVER L_ T"C ACTUAL WEIGHTS OF THE FRAME AND COVER SMALL BE WITHIN A RANGE OF 95% TO IIQ%- A�'ME W32. 7 THE MANHOLE FRAM AND COVER SHALL BE INSPECT-ED BY "E FINISH SITE ACCEPTANCE WILL i Z EIRMULLIR PRIOR TO SHIPMENT TO THE. JOB, BE INDICATED BY THE AGENCY'S MARK ST METHOD 9 OF THE STANDARD SPPClrl- I, -I THE PROOF-LOAD FOR TE FUTURE FOOTHILL FREEWAYIII 1 6,_L_ v! .99 CATIONS IS 4415 ?CO POUNDS. z 3/32. , I III _Sx 9, COVERS FOR MANHOLES LOCATED IN EASEMENTS. ALLEYS. PARKWAYS ... ( ROUTE 30 ) .1IhvFN 5 - - TIB. 7,1'"x_4 I- AND ALL OTHER PLACES LICL11 PAVED STREETS SHA" BE PROVIDED ML. AND TAP Lid WITH SOCKET SET SCREW LOOKING DENICE:5 DRILL AND 7" 7*1� S TAR.Hp, HOLES TO A DEPTH OF V AT "' 70 PICK HOLE AM INSTALL 31d'- t- SECTION B-13 3/4' STAINLESS STEEL SOCKET SET SCREWS WITH 3/R' RECESSED HEX MEAD- ALL THREADS SMALL BE UNIFIED NATIONAL COAPSE- 10. ""HOLE SHAFT SHALL CONFORM TO STANDARD PLAN Sa29-- U PRESSURE PLATE SHALL BE STEEL CONFORMING 710 ASTM A 316 AND III SECTION A-A SMALL BE GALVANIZED. 32GASKET MATERIAL SHALL BE NEOPRENE IDR EOUAL) WIS' THICK By I' 0+24.80 ml LINE SEE S (51+90.439m) HT 3 13, BOLTS SHALL BE STAINLESS STEEL cowopmmmo To ASTM A 320. GRADE HEADS UP TO Z5' ABOVE THE STEEL PLATE. 90'3226- 14 THIS MANHOLE FRAME AW COVER MAY 09 LISIC FOR HYDROSTATIC R = 45.00' (13.716M) 9+98.87 ARSEORPORATED HEREIN! • 4 7M) 82.536M 04 1 lD" T = 45.43'?(13.$47M 5+ THE FOLLOWING STANDARD PLANS T'� ; �W pv. 71 11' 21.6 'AOL. PL W5. 6020 STANDARD PRESSURE MANHHAFT -4�q -- E- Z5 E- FRAME-PLAN COVER-5-OTTOM GGvFR- F PRESSURE PLAT! Z4n w1ema ISS Las woo, -- ---- IrD, D VERIFY JOIN ELEV. u)In xt u .0 + -A 08*59'41" CONST STD. PRESSURE MH IN FIELD d z R 45.00' (13.716M) PER LACDPW STD PLANS +r<O + EXISTING POWER POLES LOS ANGELES COUNII� DEPARTMENT OF PJELIC WORKS RIGHT OF WAY -t, 10 LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS V T = 3.54' (1.079M) 3028-0 & 3036-0 SHOWN HEREON z PER SEPARATE PERMIT STANDARD P k_U�_S -7 t L = 7.06' (2.152M) 48" (1200mm) R.C.P. 14 It DO TO BE UNDERGROUNDED 9-RE WANHI5L:E� --wWm.- (TYP.) FRAME. AND COVER_ 3036 -'- STANDARD PRESSURE MANHOLE 3436 -0 FRAME AND COVER SARR. 2 or 2 EXISTING POWER POLES N89-2935" 7 F., N81'3G'44 E TO BE UNDERGROUNDED EDGE OF PAVEMENT ( STATE HWY . 30 ) 0 N IC! PER SEPARATE PERMIT(TYP.) HIGHLAND AVE . to M Q� C7 vv-- C14 04 --W 4L; _w z Vlb C"I Q_ -1K In Q) Lu CITY NOTES: DESCRIPTION OF REVISION nAIlT APPROVED V) 1 USE TYPE 'IV" BEDDING FOR STORM DRAIN PIPE IN HIGHLAND AVENUE. CITY OF RANCHO CUCAMONGA 2. APPROVAL AND PERMIT MUST BE SECURED > FROM CAL-TRANS FOR CONSTRUCTION IN u HIGHLAND AVE. AND THE FUTURE FOOTHILL 0 < FREEWAY (ROUTE 30). STORM DRAIN ti 3. CONTRACTOR TO SEAL ALL JOINTS TRACT 13812 C6 WITHIN CAL-TRANS RIGHT OF WAY WITH RAM-NECK SEALANT PER CAL-TRANS SPECIFICATIONS. HIGHLAND AVENUE STA.4+10.95 TO STA.10+24.80 (STA.4+03.338M TO STA.5+90.439M DATE APPROVED BY. I / , • A/ I - OESS/0 CITY ENGINEER: 4IZ L 1� i GRAPHIC SCALE AR RECOMMENDED DESIGN Associates, Inc. 160 Crouse/Beers & _kSS 40 0 20 40 80 jo -Z civil E.11INering - sum"I., - pI.ANI.g T.D.M. ILI IM Rx..A... SR% 1" Rom, Co. HIM (ON) 7311-200 Fox(*OU 73IT-52I2 SHEET A� F) rFDESCRIPTION REVISION S 0"'x S))O MARK N . 394 DRAWN 5 Exp. 12-31-2001 IN FEET T.D.M. • 2 OF 6- 1 inch = 40 ft. civ HECKEDEXP. 12-31-01 R.C.E. NO. 594-Ub-IDRAWNING NO. TF I- OF C -zq-ql FILE NO R.M.B. DATE 3 11417- D I - .- PROJEC-r SHEET 59 OF 6A71 BENCH MARK NO. 10070 FD. 2" BRASS DISK IN CONCRETE! CURB STAMPED "SBCS BM NO. 8' 21 1970" AT NORTHEASTERLY CbRNER OF HIGHLAND AVENUE, A T NORTHERLY CORNER OF CRTC GH 00 -FT. _&QR_TH__QF__H(GHLAD _-BAS/N ---------4- AVENUE. (4 54.152M) ------ ------ ELEV 1432.769 ------ --------- (448.056M) ----------- ------ too)w ; SEE SVH + N H�ff<l FOR Ld L6 CL a)- B + _�YC MARK EQUATION. Lu -------------- Lu ---------- _j A) (445.008M) PROPOSED FIS. Lu 7- OVER OF SD. V led -Z" 9 lz Lo PROPOSED FOOTHILL FREEWAY 03 44$0 ++ _G (451.104M) 07 gOM (445.008M) 0�1 AA 1 �'6 b" NN: ci V) 5 QS EASTING GROUND OVER C OF S.D. PROPOSED F,S. ® C OF S.D. G.L.++-4 Cr pA - -4 H r I ---------- nco X• tG 90 7-- EASTING GROUND OVER C OF S.D. -------- --------------- ui K As S9 J A) Q iti -------------- + + H.G.L. -C_ i (441.960M) z L.. IQ. _j V) % u, C) LJ < UJI H.G.L. -------- 0 (448.05610) :2 (A -- ---- Lj (448.056M) + + WP1E (N CL + U) CL 2,7 vl�\ ----------- p- ------------ ---------- ------------------- ---------- ------ ---------- 61 -1,440- Cy, (438.912M) S=0.0040 .,Q. (7601111 + 0 30 0 o VL -lb i (b (b x x ------ 45.00804) 1750 D 115.66 L.F. 30" R.C.P. 1750 D 13166 L.F. 30" R.C.P. P95.34 L.F. 30" R.O. 1750 D V =�18.00 FPS 295.76 L.F. 30" R.�C.P. 1750 D Q(100) = 65.20CFS, V = 13.28 Q(100) 52.60 CFS, Q(1T0) = 77.80 CFS, V = 15.85 FPS 318.40 L.F. 48" R.C.R 1400 D • 35.253M, 760mm R.C.P+ 40.130M, 760mm f<'C.P- Q(100) = 78.20 CFS, 90,020M, 760mrri R.C.P. Q(1 00) 1+490 M318, V 5.486 MIS Q(100) 100.20 CFS, Vi= 7.97 FPS 90.14804, 760rri-n R.C.P. 0(100) 1.846 1018, V 4.048 MIS 4.831 MIS 2.203 M31S, Y PROFILE SCALE 048M, 1200mm�R.C.P. Q(lbO) 2.214 M31S, V 4.856 MIS HORIZ: 1"=40' 97. 21+00 22+00 19+00 • 18+00 (9+48.640M) VERT. Q(100) 2.837 M3/S, V L- 2.429 MIS 17+00 20+00 16+00 (8+57.200M) (8+87.680M) (9+18.160M) 12+00 13+00 14+00 15+00 (8+26.720M) 10+00 11+00 (6+74.32004) (7+04.80004) (7+35.28004) (7+65.760M) (7+96.240M) (5+82.880M) (6+13.360M) (6+43.840M) 0 152 1:51 1111f Ld 1Q > N 04 ��C.1]149 ST. bTA: 16+UU.Ub ry . -ouiCONST. C.B. PER STD. 300 LINE -G" 1437=j (,n 0 U) C) -IUI N05*35'12-W uj C�61#=7, V=9.81' 20' U) (0 Y_ Lj V) o6 a Vl= OW u') 0 M2.134M, V= jLJ < Lj + 4 + PERS 307 CASE A 0 �l N In u -of a 153 10 C.B.#8 ST. STA: 15+91. 04 CONST. C.B. PER STD. 300 LAj < [L 2.1 4M , V=5.85' (I. 78jM) Z in F_ L.D. R STD. 307 CASE A F:Ili n V) LINE "H" V)(5 Ljj N75'02'01"W M: cri - LINE "J" /FIZ1VA_T15 12-1 1- CL L 0 Lij p EZ vt�* ql�w K N60'02'01"W 0 m z 6 - Lj 4c� - - - - - - - - - - - - 0 > < Ld r-ASE (3 C) -i . . . - - - - - - - - - - - - < :2 U) I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- T - - - - - - -- - - -- - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - -vv - Nnn-02-ol--W NOO*02'01"W =4= -30" 760mmR. .R - 4s- - - -- - - - - -- r N�48" (1200mm) R+C.P. -- -- - - -0-S-- - - -- -- - - - - - --- - - - - - - STARL,� - - - -FALLS --"- -,-W- -AVE&U-E - - - w- - - - - - - - - - - - --- - - - - - - - - - - - - - - INSTALL LOCK DOWN MH V) PER CITYS REQUIREMENTS E P-) E0 E C) FNM Zp N!, (� �o 0 U) m--:Z� 16 ) N, q 0 V) zv)�zoo WQ2 1 + 0� too 0 (600_u) + 11 1, + CL00 II II Nrn ++ > + C4 w CIL LO 0 0 13 14 15 16 17 LLJ Ld 5D CoPt C) RoWzdc(,-.1012 oo39q /V74 Dly ry PWA-Te, -�7100 Re -TV, &'93 10 DESCRIPTION OF REVISION city DATE APPROVED 'y FESS CITY OF RANCHO CUCAMONGA STORM DRAIN �j,L J4/,� co TTRACT 138R12 Exp,ML;L( v7 ;0 ,j NOTES: STABLE FALLS AVE. FROM HIGHLAND o 1. USE TYPE "IV" BEDDING FOR STORM DRAIN PIPE IN HIGHLAND AVENUE. LIVIL X- TO NORTH OF SECRETARIAT DR. 2. APPROVAL AND PERMIT MUST BE SECURED OF C0 STA.10+24.80 TO STA.21 +95.60 F M RO CAL-TRANS FOR CONSTRUCTION IN HIGHLAND AVE. AND THE FUTURE FOOTHILL (STA.5+90.439M TO STA.9+47.299M) FREEWAY (ROUTE 30). DATE 3. CONTRACTOR TO SEAL ALL JOINTS APPROVED BY: ,�()F S/0 CITY ENGINEER: 3 R.C.E. NQ,_7ZL�o WITHIN CAL-TRANS RIGHT OF WAY WITH GRAPHIC SCALE RAM-NECK SEALANT PER CAL-TRANS SPECIFICATIONS. UA DESIGN RECOMMENDED m 160 '9 -k 1 40 0 20 40 so Crouse/Beers & Associates, Inc. O T.D.M. Civil En In*= sumviting * manning -A 7M M... Suft 104 Ca. 9170 (M)7341-2040 F..(9011) 736-32112 SHE No. 39 5 FRA --A OF T.D.M. - IN FEET Exp. 12-31-2001 3 6 I inch = 40 ft. CIV C E NO. DRAWNING NO. AF CHECKED OF C EXP. 12-31-01 D R.M.B. DATE FILE NO.- I 14417- -1 PROJECT SHEET 600F W1 BENCH MARK NO. 10070 FO. 2" BRASS DISK IN CONCRETE ED "SBCS CORBM No.BSTAMP 8L21 1970" AT NORTHEASTERLY i CORNER OF HIGH4AND AVENUE, VORTHERLY CORNER OF CATCH A'T t UTH-CIE-HIGHLAND ----------- k,'VENUE. ----------------------—------------- ------------ ELEV 1432.769 ------------- L 6 m '• SEE SHEET 1 FOR BENCH MARK EQUATION. --- ----- 4-C8F----175-30-------1 ------------- ------ -------------- V=7.16' T ---------- GROUND OVERIT OF S.D. EXISTING 8" WATER EXISTING: GROUND OVER'.0 OF S.D. EXISTING GROUND OVER (E OF S.D. J> i PROPOSED F.S. OVER OF $.D. ------ OVER+-of;6.6 J, +114 PROPOSED F.S. OVER C OF S.D. x OZIF 6'- I ----------- C q, ---------- - ------------ ------------ ------ Ld 0 --4490 ----------- 05 -- H.G.L. ops Lu 00 azo q 1 04 1*X H.G.L. CN 5' ------ ---------- ------- ---------- ------------- ---------- -I--------- ------------------ ---------- GY -------------- ---- --- -------- ---------- -------------------- ------------------., I 10 CL I V) G R.G- Lki '0 Or 8" WATVP� Wcc 04 + LjU) —-------- X 6 Li 1 C,O. j K_ + f (3 0)u-j 04 cc i LL y Ix 00 In C Jv 03 in C?- J- ------ co 04U, 30 L6 + 94.06 L F 1�1 R.C.P. 1750 D 248.40 L.F. 2 01 0 4" R.C.P. 2000 DC S, V=13 Wl FPS 6 Q(100) 12.76 CFS, V 1�.56 FPS PROFILE SCALE 94.60 L.F. 30" R.C.P i !284.3l L.F. 30 SR.G.P. 1750 D 302.11 L.F. 24- O.C.P. 2000 D 1750 D -mu) IZ14 32+00 33+00 HOR:lZ 40 y)(l 00) 19 76 CFt Il 3 56 FPS 31+00 0 T- _=4, 0 52� " CFS 29+00 30+00 VERT! 1"=4, !Q 1 27+00 28+00 22+00 2-1=7'1 12 23+00 24+00 25+00 26+00 1) W CB# #2 ST. STA: 9+49.2D CONST. C.B. PER STD. 300 00' L.D. PER STD. 307, CASE A�_ 11 11I-- CO 7 45 66 Z� I N17�b-27-W LLJ Wa143 142 141 140 120 > Lu 121 Ts� '55'7"' 4k, LLI 31100(0050�4" C*4 F20 A = 37*04'07" Z N00'38'21"W R = 22.50' -J 73 T = 7.54' /--�T = 27.37: E V) �6 C� MATCHLIN 0 L = 14.56' 0 L= +0 + CIE F- LLI C,4 6 Na SEE SHT 5 - — — — — — — — — — — — - _,,-27" MVf) WATER LINE PROTECT IN PLACE - - - - - - LJ -91T- - - - - - - - - - - - — — — — — — A62- N00'02'01"W —— — — ——— ao 4 R.C-P- 24" R.C.P. 00 10.0-l' le U) .23 0 rn+ 0 R.C.P. u Q w ai LJ n Ld(D do 14*31'25" co 40101'16 19 R 310.00' T 39�50' R + n zu- 18, L 78.58' 42 0 CL L, 00 T ca c� n �) 12' 1 06 V) �i oL + wi 00 m W) N + +6 + 50*06'40" L LO 04 C4 N Cd C14 W a_ R = 45.00' 40 41 CITY T = 21.04' DESCRIPTION OF REVISION DATE APPROVED rn L = 39.36" STA E FALLS AVE . A� CITY OF RANCHO CUCAMONGA STORM DRAIN 18 20 TRACT 13812 STABLE FALLS AVE/ BLUEGRASS AVE STA.21 +95.60 TO STA.31 +97.72 APPROVED BY: DATE 'r.. QROFEsS/0 .. R.C.E. NO.— CITY ENGINEER GRAPHIC SCALE lz$ UA RECOM�DED DESIGN 160 so 40 20 404 e Crouse/Beers & Associates Inc. o T.D.M. I t7 w 73g-� F..(9,g)7N�"2 SHEET No. 39405 5R—AWN Exp. 12-31-2001 IN FEET T.D.M. 4 OF 6 1 inch = 40 ft. Cjv0- It, CHECKED R.C.E. No. 39405 DRAWNING NO if OF CAk-\T EXP. 12-31-01 R.M.B. DATE -3-- ,Z--C7 FILE NO. 9 ) q)7-D. — PROJECT SHEET 61 OF (a3 1`1 WNCH MARK &0. 10070 FV. 2" BRASS DI.*K IN CONCRETE CURB STAMPED PBCS BM NO. 8 -21 1970" AT NORTHEASTERLY ! CORNER OF HIGHLAND AVENUE, AT NORTHERLY CORNER OF CATCH ---- ---------------------- ---------- ------ --------- A,,VENUE. ELFV. 1432.769 SEE SHEET 1 FOR BENCH MARK EQUATION. U) -------------- Lu CB#,3 i V=6.44' -5- GROUND OVER C S.D. EXISTING' ---------- ---------- PROPOSED F.S. OVER OF S.. "o& _4i q 0 ---------- ------------------ ------ ------------ ------ AICL L 15()Di + + I? U) F- TT ------------------- - ------------ ------ -------------------------- ---------------- ------ ----------- ---------- ---------------------- OA V) Z ----------- 24 54 SO,u L) I j 0j < -449G---- ------------ ------ 0 p Xf- 00 0) b, + vi 52.13 L.F. 18"I R.C.P PROFILE SCALE 42.65 L.F. Q 100 tD HORIZ. 1�"=40' 1.03 CFS VERT: j"-4' 1:24 R.C.P. 2uuu 117! 744.58 I1.11.1% 24" -C 2jD 100 175.47 L.F. 24- R.C.P.1 2000 D V=1342 FPS 30R.C.P. j_ 0(100) 4 39.70 CFS. V 112.64 FP-50(inn) As Fp,� Q(1011.) 29 919 CF-S V � 14 87 FPS 0+00 1+00 2+00 3+00 4+00 119 1 Lij 118 C8#4 ST. STA:9+39.00 If C8#5 ST. STA: 29+4Z68 > CONST. C.B. PER STD. 300 CONST. C.B. PER SM 300 W=12', ol 307 CASE L.D. PER STD. 307 CASE A L.D. PER STD. 307 CASE T LINE "D" LINE "C' N74*53'38"W N74*52'21"W Lj 47 134 cip I V) Qj*-�� 150 4+25.48 * -w ry Q- LQ, A = 485838" 0 C6#3 R = 45.00' SR—MCO— —"PLACE— 7524 41F ST. STA: 10+14.00 — R.C.P. -- N 24' R . /=� CONST. C.B. PER STD. 300 L = 38.47' NOO*3222E V=6.44' L.D. PER SID. 307 CASE EI 46 OD + v ai A = 22'1651" R = 45.00' ly,153 T = 8.86' (714 d ec: 9 L = 17.50' Lo Z C8#7 ST. STA: 31+43.69 C�4 ZC CONST. C.B. PER STD. 300 + W=14, V=/.i n�-v EL L.D. PER STD. 307 CASE A J 140LINE "F" 45 N55*09'02"E 9�56 9 —A 05*45'42" 1 0+44.98 R 1060.00' 121 120 J.S. NO. 2 PER STD. 3318. T 53.34' 8=18 0 L 106.59' 1 C=3.5' D=24" C8#6 ST. STA: 31+56.18 CONST. C.B. PER STD. 300 6 = 02'25'5 R = 1060.00' L.D. PER STD. 307 CASE A T = 22.49' L = 44.98' N04�50'58"W — — — — — — — — — — — -- 0+00.00 w V4/ 25+42.00 N CITY MH NO. DESCRIPTION OF REVISION DATE APPROVED PER SID. 318 CITY OF RANCHO CUCAMONGA STORM DRAIN TRACT 13812 VINTAGE DRIVE TO BRONCO PLACE LATERAL STA.0+00 TO STA.4+26.48 APPROVED BY: DATE GRAPHIC SCALE 99LOF 10 / if MARK CITY ENGINEER: R.C.E. N 0,�� 40 0 20 40 so 160 4' DESIGN RECOMM DED Crouse/Beers & Associates, Inc. C8 CONST m No. 39405 T.D.M. l E%.hazing surmyttill Planning 104 Exp. 12-31-01 F.(il0l))7�M IN FEET DRAWN SHEET I inch = 40 ft & C N, T.D.M. 5 6 m 4OF OF CHECKED R.C.E. No 39405 DRAWNING NO. EXP. 12-31-01 R.M.B. DATE FILE NO. I t417— D PROJECT SHEET 6Z OF 03 71 's �9 �o ATO 6 _ Z Dry 1hp�O� o CB#7 �, VB DO" ^g"`ryF� = O�ry� V=7.39' VB 8.00" CB#4 CB#5 N Q' k k V=7.51' V=7.00' �R 8" WATER C8#8 B 85, CB#9 "o g V=9.81' �O 8" WATER HG HGL 1497 54 V1=8.20' 8" WATER 1523.18 HGL 1 1502.85 1497.42 __.. 8" WATER W.S. 1479.64 W.S. W.S. .. W.S. p W.S. 1479.27 CB#10 8.66 Z W S. V=6.00' N HGL � F F� HGL Ge 1473.78 HGL S, \ S` W.S. �029p..\.. ��, p04 gk. `�. 8y OL -Po8 O6 �k10 F� Rs eco! 27" WATE r 1r0so O`r� Ok Q �k�� ! kik. S_ A�1 AR0P 0.71' 0 s� 00208 A8 1492.29 FL 24" OUTLET E. o S=0.4641 F� T 2.15' S 096,x. �. F�`� n T F" Tv, 0.7 ,0y�1�' -o l ry,��Q O��,� kgs�� y.0 1k V1 c�0 2466 2.41' h 0 5 '` 0 36.48' 13.08'lb ^ 1a 0 pUs F� 59.11' 65.02" 18" R.C.P. 2.65' 18" R.C.P. 18" R.C.P. �zET S 18" R.C.P. 1750 D 1750 D 36.48' 39.18' Q(100)=7.95CFS 18" R.C.P. Q(7 D0)=3.8DGFS 74.53' 18" R.C.P. Q(100)=1.32CFS Q(700)=4.42CFS Z22' LINE CFS LINE 'C', Q 101756.42CFS „ „ Q(700)=6.30CFS Q(100)=12.60CFS 1 02, 2.02' ( )- LINE F LINE E Q(100)=10.58CFS SHEET 4 SHEET 5 SHEET 5 LINE "G" LINE "H" LINE "J" LINE "D" SHEET 3 SHEET 3 SHEET 5 3.+71.4 0 3+66.68 0o+ 0 0 0 0+0 N 0o "Iv 0?/ ? + + + + 3610 oCO 0 0 00+ 2 `n I N M N � 5' 6' 12' 5' 5' N 5 6 7 5 5 I 2• 3+47.8 �L I 2 �� 5 6 III 12 6 5 5' VA `77 ��A_ 18 RCP 1 18 RCP 5' 8 RCP VIII s � ,� 3+43.05 �n \ \ o 0 0 0 0 ` `\\ \ 3 O O O O O d'\\ N N+ M+ + +38.40 + C.B. N0. 2 C.B. N0. 3 C.B. VINTAGE DRIVE C.B. S 1 KENTUCKY DERBY CT. HIGH HORSE DRIVE SHEET 5 BLUEGRASS AVENUE HIGH HORSE DRIVE SHEET 4 SHEET 4 SHEET 5 SHEET 5 14+24.55 N h� 14+19.55 ICO � o _x N QROFESS/ON �v 14+13.55ml OJ M ^7 rorn I No. 39405 p + }ml + O I * Exp. 12-31-01 (0 X Oa N 2 OF CANE R ( PROFILE SCALE I A LOCAL DEPRESSION 6 �� ^'i lg• //// ' -0 HORIZ. 1"=40 SCALE 2. I a VERT. 1"=4' 1"=70' 10.76' I o 2• �. S, 5 5, 6• 7 5 I N x o' S, 6' 7' S• 5, S' 'mS, X h 2.26' 2• ( CITY 13+92.55 - DESCRIPTION OF REVISION DATE APPROVED m I I n o I I RCP 13+87.55 x , o CITY OF RANCHO CUCAMONGA m Ki o6 i LATERAL PROFILES & LOCAL DEPRESION DETAILS + 13+82.55 o M m N STORM DRAIN C.B. N0. 6 C.B. N0. 7 C.B. N0. 8 C.B. N0. 9 C.B. N0. 10 TRACT 13812 VINTAGE DRIVE VINTAGE DRIVE SECRETARIAT DRIVE SECRETARIAT DRIVE STABLE FALL AVENUE APPROVED BY: DATEC • '� SHEET 5 SHEET 3 SHEET 3 SHEET 3 CITY ENGINEER �- <� � �'� �( C R.C.E. NO?� SHEET 5 DESIGN RECOMMENDED u=, i CrouseBeers 8:: Associates, Inc. o n T.D.M. CI"II Erpimatlng • Surv�ying • Planning IT06 Hammr Awnw, 5"M 1M DRAWN NOtOO• °a. 91760 (M) 7M-1040r".(soc)7U-5"2 SHEET N S.T.P. 6 OF 6 i CHECKED EXP. 12-31-01 m R.C.E. NO. 39405 DRAWNING NO. ,Qeeet> M. BeEas '{J� c R.M.B. DATE 3' 2y�� FILE NO. I I _ "" PROJECT SHEE i 63 OF 071 n_ X BLNCH MARK NO. 10010 FD. 2" BRASS DISK IN CONCRETE CURB STAMPED "SECS BM NO. o 8-21 1970" AT NORTHEASTERLY _R_ CORNER OF HIGHLAND AVENUE, A C AT NORTHERLY CORNER OF CATCH 1 .381 BASIN 66 FT. NORTH OF HIGHLAND NO@ AVENUE. ELEV. 1432.769 E�ENCH MARK L QUA i 10N SUBTRACT 0.40' FROM CITY I N T II F CITY OF RA]VC11O CUC /I O N GA BENCH MARK NO. 10070, ELEVATION 1432.769, TO EQUATE TO THIS PLAN. GENERAL NOTES 1. ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENT OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, WILSON 24TH ST. 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. PROJECT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE LOCATION SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING SUMMIT AVE. 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 ENGINEERING DEPARTMENT _—� -— --- --- PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR Aw HIGHLAND AVE. RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY SAVER = o THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. SADD ----- _ - _ ° -- - ! o STANDARD DRAWINGS 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS �l w 300 CATCH BASIN SHALL BE CONSTRUCTED PRIOR TO PAVING. 330 JUNCTION STRUCTURE N0. 1 331 JUNCTION STRUCTURE NO. 2 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND 318 MANHOLE NO. 1 AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A I / WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO CITY ENGINEER FOR 1,Ej VICTORIA ST. 319 MANHOLE N0. 2 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR SURFACING. 341 PIPE BEDDING (TYPE 1) kTffR)CKY DERBY CT. 307 LOCAL DEPRESSION 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, TRPLE VICINITY MAP 1 LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND � - - ---- GRADATION OF ASPHALT PAVING. COLT DF1» 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. QUAN7171ES: SHEEN NO. 2 - NO. 6 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE - HIGH -. -� HORSE -` --- STORM DRAIN LINE: HIGHLAND SUMMIT AVENUE STRUCTURAL SECTIONS. -- 1 48" R.C.P. D-LOAD, WALL THICKNESS PER PLAN 905.20 LF C/) - 2 30" R.C.P. D-LOAD, WALL THICKNESS PER PLAN 1177.33 LF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, _ �- - THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE Fri 3 24" R.C.P. D-LOAD, WALL THICKNESS PER PLAN 913.21 LF AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY 4 18" R.C.P. D-LOAD, WALL THICKNESS PER PLAN 436.22 LF BETTER THAN THE NATIVE MATERIAL. -- - VINTAGE _ - S 5 MANHOLE N0. 1 9 EA 5 MANHOLE NO. 2 1 EA 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 7 JUNCTION STRUCTURE NO. 1 1 EA RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 8 JUNCTION STRUCTURE N0. 2 2 EA QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 9 CATCH BASIN, W=7 3 EA 13 ESTIMATE OF Q EE 0 L 0 THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING 10 CATCH BASIN, W=12' 3 EA A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE � 11 CATCH BASIN, W=14' 3 EA OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. l l 12 CATCH BASIN W=21 ' 1 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH w \ INTERSECTION. I 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. { I \ - -- _- 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 ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. _ - Mw LL NOTES: 1. USE TYPE "IV" BEDDING FOR STORM DRAIN UTILITY CONTACT PIPE IN HIGHLAND AVENUE. 2. APPROVAL AND PERMIT MUST BE SECURED CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS FROM CAL—TRANS FOR CONSTRUCTION IN PRIOR TO EXCAVATION: HIGHLAND AVE. AND THE FUTURE FOOTHILL FREEWAY (ROUTE 30). GENERAL TELEPHONE COMPANY (909) 949-8108 W J. CONTRACTOR TO SEAL ALL JOINTS WITHIN CAL—TRANS RIGHT OF WAY WITH 585 N. MOUNTAIN AVE. RAM—NECK SEALANT PER CAL—TRANS SPECIFICATIONS. UPLAND, CA 91 786 ROCIE© DRfVE SOUTHERN CALIFORNIA EDISON (909) 986-5861 --- 7951 REDWOOD AVENUE FONTANA, CA 92336 I SOUTHERN CALIFORNIA GAS CO. (909) 592-1799 EAST SD PER DWG 1417 SFfM 41-43 1050 OVERLAND COURT SAN DIMAS, CA 991773 REVISED ALKYVEMENT PER TRACT 13812 EAST SD CROSSING PLAN CUCAMONGA COUNTY WATER DISTRICT (909) 787-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 FUTURE DILL FREEWAY (ROUTE 30) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CfTy THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DESCRIPTION OF REWS0ON DATE APPROVED THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED CITY OF RANCHO CUCAMONGA SHEET 2 TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR �- - - STRUCTURES NOT SHOWN ON THESE PLANS. - -- - - _ - - - NOTE: APPROVAL AND SECURED FROM PERMIT TRANS FOR TITLE SHEET ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONSTRUCTION IN HIGHLAND AVE. E H101-1AND CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE AND THE FUTURE FOOTHILL FREEWAY JD PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL WEST STORM DRAIN PLANS SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". \� TRACT 13812 INDEX MAP CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ��° u,�� APPROVED BY. � . � � � DATE7T 's CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ;� Q�� F CITY ENGIkEER - _ t 1 ,,{ ;T _ R.CF NO. r SCALE: T ' 200' AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL �' f 'Cn WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE No �Q4o5 * Crouse Beers & Associates, Inc. D ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 1N CONNECTION WITH THIS PROJECT, I it Exp ' - '-01 n Engineering • Surveying • Planning * Construction Management � EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 1700 Hamner Avenue, Site 104 Cl) \ l �!V I L P �/� Norco, California 91760 ,J qp R� (909) 736-2040 Fax (909) 736-5292 .-A ,t :T PAP. 1 OF _6 v CHECKED DRAWMG NO. ' T I�MB 3 114 q eers Expires 12-31-01 — q'7,rn a6 to --1.J X PROJECT SHE61' 57B 0F• � 71 BENCH MARK NO. 100A) FD. 2" BRASS DISK IN CONCRETE CURB STAMPED "SBCS BM NO. 8-21 1970" AT NORTHEASTERLY CORNER OF HIGHLAND AVENUE, i I i AT NORTHERLY CORNER OF CATCH ! A -------------'--__--___--__ __y _.____.-.- ---...___--__,____.__-___- -. -__-._. __.__.._ _-__ _-._._ __.__.___.__1 __ -.-___-. . _-. _-_--___--___�_._-- __-_ ___-.-___.____._'__-_.--..__._____.__--___------___--__._--__.___-._,_.�.__ ____.____. -___.-__ _ _._' -- ---.____-__-__-- ._ -__--_- __-_ --_'---__--.-_ IN 66 FT. NORTH OF HIGHLAND AVENUE. ELEV. 1432.769 i SEE SHEET 1 FOR BENCH MARK ECUA TION. z LLJ 0 (445.00 = Z / (445.008M) cr i O i W Z 2 I i Q NOTE I i t I � , a i Fn I s 0 Vl LES_ THAN 1S H IF F 4 i 8• w=24•_ _ IF H IS BETwFFN a- ANn 2'-6'. W■2'-6' cn' i / A� +Q IF H IS 2'-fi OR MORE, W=3 3 ROj F M 15 1dCRE 7M Ah a'-q J/Z•. BRrNG WALL VERTICALLY TO 4'-F) I/21 F i i '\ � RE w N , p I LO SUR. A A TAPER ER FROM 3'- Al.,7G 2a• A _ 5 O wN. Ad - 2 TIH!S STRVCTVRE SMALL BE USED WITIt STANDARD PRESSURE _ I U o ` MANNQLL FRAME ANE> COYER, STANUARO PLAN 3936. IT Mar SE Z _j oD ! I AN USEC FOR HYDRCSTATIC MEADS UP TC 25' AROVE THE S'EEL PLATE. 3 HERE 'aRESSURF. MAN)-'OLE: 40 I. 2, 3 OR 4' IS SPECIFIED ON THE O WPRC�EC7 DFAWIKGS- 57AMDARD PRFSSURE L(AW40LE SHAFT PER 'HIS 4' RJO ,m .a P$I N I i W M / 7 - STANCARC AND STANDARD PRFSSI_RF MANNCLE FRA.MIE AND COYER Z PER S7ANDApC PLAN 303E SHALL BE SLBST'TUTED rOP CONCRE-E 9_4i h Z4' He RINGS. RFDUGER ANO PIPE, PER STANCARD PLAN 3C29 AND MANHOLE EXIST. GROUND OVER C OF STORM DRA41Nnr� a0/r T_ �y c.ouao SLIPIA i FRAME AtdD C^YE^ PER STANOARO PLAN 6jC RESPECTIVEL'f. - _ A - - - -- -- - - -- - - ---- -' ---- -- ------ --------- - -- - - - - - - - - -- - - --- - - -- - - -- - -� 2. �._ - -- - - - - - - -- -- -- - - - - -- -- - � �0 -�- - HGL --• -- _ -- ^L} �j�3 � -y �- - --1450-- -- ' _' a - ----- s REINFORCEMENT SII CONFORM r0 ASTM A 61R, GRADE 40 AND ----' --- O { �. M - s:ef_ sTt� . SHAD TERMItuATE IfP' Ct EAR OF CONCRETE SURFACES UNLESS (441.960M) _ rn n �� R1 k. U�_ ✓ (441.960M) � 1 G D_k Sss OTHERWISE SHOWN _ �_ �- 0 p� �k� _y Q LiJ - �'T� � 5 STEPS SHALL CONFORM TO STANDARD PLAN 6J5. THE 70P STEP p 1 G J� C = -, 41 arasc..:«c GTHESHAt1RWIGE sNoEDIREE�s SBA NEA LL EH LIkQ MNi+05FsA.M •UPlCE155 +1 0 C -DDWE.-,. _ -I' r-- -0•i.n"aI s• ❑owe.; �o v M1T 6. 5EP '.ONTRACT RRECIFICATIOI FOF alFYSICAL REOuIR.EMENrS OF W x 1Ai�� r " _ WkTERS'Of. Li _ - >aa,w OLf OR I i t _•_' _.__-- ._'_'- -'- - _- -._ - _- - _._ ..-^- '- -- - -_� OM DRSIti �• - RT.;or C�71W.j TR+:C• Ov 40iN? r g - - _ " �__-_N =b WITH IN OUS NI ERST0_F M^'E� 41aN1+ (1200mm R.C.P.: �y o N ,'u P �aEc w. Lc SM,c 'A'r"p THE FOLLOWING STANDARD PLANS ARE INCOPQORATED HEREIN Ir t N o� ai -cPu Dr;s.K I 1 ' -♦• 1--q- + _•0 S SS t T t F L STEP 303E STA.NCA.RG PRESSJRE MANHOLE FRAME AND COVER SECTION A II I I 48" (1200mm) R.C.P _ - _ 5=0.0040 . n I I S=0.b044 �s X �^� �9x h E- QTR' .._____. __. .__._. _____-.__ _. ._ _._ _...__ _. _.______-____-.-__-___�__ _-_______�._____ _--__--_._,..__..__ _ � � ��`� A��6'-- -_--y-_- --- _ _r =Mrs of BAaR18•°� (438.912M) L _ x A0h Ls�o� (438.912M) t, o�J SSU TYPE "IV" BEDDING - i i ra NDOC IAR3 mo 0 104.62 L.F. 48"R.C.P. 1400 D �0�,r�) _ o w C5 05 `O Q(100)�100.20 CFS, V=7.92 FPS ' �" (6 INE YflERE " ,$IaRE 'MAN a n / l>=7 -I 5!9' FOR TOF Y'JST �O^ LU+.I� ^� I I c I 2 TER �. REAiC9"',Ftr2' N NAMETEe�TO�A L wwl,wss Foa -o• .N + W �+ 31.888M, 1200mm�-R.C.P. Wp y TrE ssr.�T / TME �E 4T:.Al POR.I[H D. Li 2 +�� p ! Q(100)=2.837 M31S, VFF2.429 IS 00 O I - n U O i I I I R _ - - -- .- - - - '--'-- - .-_ -_..-_ .�..-_ i_..-_..-_ -- - - -- - - - - - ..-._..-_.._ .-. -. ' - .-_. -_...-._.- - -- -- - - - -._ - - -- - - --- .-._...- - - - .-._.. , � rn sc � st � .- ' a ,- � � - �-- _CS ANGELES COUNTY T • 5 v !r �t OEPARTM`N OF PUBLIC S rn •�LL w v- .-�. � 27" (690 mm) WATE�_ - _, � C WORKS ++ ow� USE TYPE "IV" BEDDING ' (1434.3 +-) `STAND4RC-PPF - LOS ANGELES COlFp, TY DEPARTMENT O� PUB-IC WORKS 437.17M+- MANHOL.E 5HAFT Af T c.TQNGLRG PLAN `t Z 503.73 L.F. 48"R.C.P. 1400 D ( ) S7an0AR. PLAN 0(100)=100.20 CFS, V=7.97 FPS ! AP'PCV EC {••., *�.� � ^-- s,.l,lge� " 3 028 -C S 7ANDARD PRESSURE MIANH01 E SHAFT X028 -� �_E ; F LE SCALE 153.537M, 1200mm R.C.P, j , 'rf` etc s-DDO, DF z 1"=40' 0(100)=2.837 M3/S, V=2.429 11dI/S 1"=4' 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 (4+00.000M) (4+30.480M) (4+60.960M) (4+91.440M) (5+21.920M) (5+52.400M) (5+82.880M) (6+13.360M) _ _. :e 15„6' Cc•vfR rc i; taON- 2 sn�c-r+oT -- ------- RECUIkEC i' _ , .+, ---. ,�+e• _ _?7 ;_nE- NC SES 37Aie' I tit' - A!"LESS I � ,T�� I. THE CAST IRON USED SHALL CONFORM WI7}t ASTM A IE CLASS 3]B- s-Er -faD 2, ALL PARTS (IF THL FRAME AND COVER EXCEPT THE MACHINED •+6' .�' LCKG 'e' - - G �~�• I _-� SURFACES SMALL BE COATED rilTti ASPHALTUM OR 5 T�UidINCLS Naytln eDL' - -' RL sale . PAINT Af-ER -ESTIMG AND INSPEG'IDN. -L *-� 24 v2. IDETAIL 'Y' 1 �_ SEE kcT�!1 3 COVERS SH&LL BE CAST WTH THE LETTER 'D' FOR STORM DRAINS _xLF SFT ETi ANL' •S• FDR SEWERS AND TN A N FI T:� `e r' _ -:IAS■E- F GE Cr'S F]ENTI LATlOM IN ACCaR- P, - sEE DANE W TH IuS�RtiC•IGNS FURNISKrf, 9Y THE AGEN;Y 'WE LETTER Evaen << ,�?• volt ,2 •D' Cb 'S' SHALL pE APPROXIm1,TE,Y 2 1/2' "IGT• WITH[ Fr2' LINE _. ::2'------ L•_._._. . -. °•____.� WIDTH AND PLACEC IN THE CENTER OF THE COVER ALL LETTERS • S"ALS BE FLUS" WITH THE F'N15 HE0 SURFAC OF 7H 2- , �' ■ Ira' / -- +- ---- .__-y- E E COtER. VANH:LE WA._ 4 FOLINDFt'r IDEN71FYIKIG MAPK HEAT AND OATF SMALL Or CAST ON THE BCTTOW OF INE CCVFR AND ON TNF INSIDE OF 'HE FRAME DE TA I L 5 IMFCRT'ED COVEFS AND r-PAMES SHALL NAVE T11F COUNTRY or ORIr:N FRAME ANG GGVrR WAPxING 'N (, IWPL ANC.E WITH FEDERAL RECULATIGMS_ fi. T14E ACTUAL WFICHT<_. of TPE FRANIE AND COVER SHALL 6£ Wl'HIN A PANGE CF 95t T� TICS. IS'yr 7. THE MANHOLE FRAW AND CDVER SHALL HE INgPECTFD 6T TME III T-.-j -_� a ENG NEER PRIOR 'C 5H, PMENT TC TWE JOB S TE ACCEP"ANCE WILL FUTURE FOOTHILL FREEWAY ( ROUTE 30 ) N - = _ BENRQOF-LArFO TL.QAGFIICT METHOD III I . „6 - �- _L - ti y -�+. * sYc n-_- r - =1 8. TIE PROOF-COAL` FOR rE5'T METHOD E S MARK OF THE STANDARC SFE'It'I- ` •' ir--. CATI ONS IS 64! T=-O DOJNDS S CGYEFF, FOR MANNOL,ES LOCATED IN EASE/+EK+TS, ALLEYS, PARKWAYS I ANP ALL 4THEk PLACES EXCEPT PAVED 5'WEETS SHALL 1 E PR7Y DFp Da 1L, ANG TAP wl, SGGKE' SIT SCREW LOCKING DEvICE: UP ILL AND TAP -Twp t AupaF� HOLE- TO C. DEPTH OF V A7 9C' 70 PICT, NOLE AND ',NSTA I_ 3/9'r SECTION B B H,4 57AIrLESS 57EEL BUCKET 5E' SGREwS w'TH 3:8' RECEssEp HEX HEAL. ALL 7MREADS SNA N;F I T I,r LL BE J ED NATIONAL COARSE- 1:@' = a _ IO MANHOLE SHAFT SMALL CONFORM TO STANOAEld PLAN 3-026. I III I a I 11 PRLSsURE PLATE SHALL @E STEEL G9NFgRMiNG TO ASTM A 36 AND SECTIO''+ A-L' SHALL BE GALYAv ZE.- ( 10+24.8o M� LINE SEE S H T 3 77 QAStI hUTER'AL SHALL BE NEOPRENE FOR EOUALI 1/16- 'NICK BY I- 5+90.439M) ll s'+ -E Iy _ rII; Y Ie WID-E. Q t3 BOLTS SHALL BE STAINLESS STEEL CC•1JFCpM+MG TO 4S M A 320. •� GRADE Pa x rn A = 9032'26" Ay,. r .' L" cv R = 45.00' (13.716M) L•k. .•� B;;y y r 2r _ ` 3I .r + + :f' 14. *HIS MANHOLE F'RA A GOVER MAY SEC FOR HvORO$TATIC _-CO�tT�#tCT T6 _2_ - - _ r l ?tit-- - -;r --� '- T = 45.43' (13. 47M) 9+98.87 ` ten` P p -- _ -- --- - --- -- -- -- -- ---"-- -T- - - - - - -?b --?V-_ _ _ 5+82.536M LE ME Na BE u O t -- -- E - --r --- - - - LANS EC T, ' ^ " �`-a; ~ ` f ��` ,1 r HEADS r '0 2S' ABONE THE STEE ATE, --POTHOLE agd� p �e�o F--- -- L 71.111-(21.6741) Li '_ J _. _ -+ - r - - - - "dJ`-oy:c Ey -- i ' may; VERIFY JOIN ELEV. In ��t a�U �7 __-- _--- -_3 _-- -- -- --_-� -- ---- �--.. _- �� - - TH30 BL5TT�ANNOARp PRESSURE APE wSSHAF' ATEUE+ERfIN FIS -�- '� --- --- -- -- ---- �;---- --- - - --- -- ---' --!T ---. _____. ---r--- --'--- ----' -- -f0 --- a' -' ------ --- �� -_- --- -- COD C FPLATE IN FIELD. °' �Z cow A = 08'59'41" � -^� -- - 1=RAM1E-P Atv COVEF-BvTTOW. COVER-TOP R"S5UR_ O I� N Vfi A, 4" = I,F G-'• 17 'j5_ Mi C" A2 _;S "� CONST. STD. PRESSURE MH o l - + _-- c' R = 45.00' (13.716M) -� N r\� + RIGHT OF WAY PER LACDPW STD PLANS +r;o N -- v m �t�+ T = 3.54' (1.079M) �, �Z +� I EXISTING POWER POLES �5 GNGEL_5 COUNT` DEPaP.TMEN OF PUBLIC WORKS L = 7.06' (2.152M) 48" 1200mm R.C.P. 3028-0 & 3036-0 SHOWN HEREON + rn TO BE UNDERGROUNDED -- - _ _ _ _ _ ( )_ _ _ _ _ _ _ in _ _ �•TAND4-RD PPESSJRE MANHOL~ LOS ANGELES CbUNTY DEPARTMENT OF PUBLIC WORKS �--�� PER SEPARATE PERMIT � � _ - s-sNsea; P_r.r - _ - - - - - EKGNr ^tiv - / '"P - COVER I -> - 54a N�4F_' r AN 44"E '�EXIS"ING POWER POLES N89'29'35»W ---- - -_ E, v - -- -- -! - - - �_ :, Q STANDARD RRESSU?E MANHOLE �J% ,� N81'30 1�.• �,'�G ., ..� Qc FRAME AND COVER 3� TO BE UNDERGROUNDED -. 4M{E` 2 OR 2 PER SEPARATE PERMIT(TVP.) �- HIGHLAND AVE . "' EDGE OF PAVEMENT ( STATE HWY . 3 0 -- -V1 Z o CN O J - Vd -- - -VY'-- -- 4" - - - 'A -- - -- - _ N - _. in - �� 7 Q_ Q m U cn •t O) - - -- --- - - uj J W � NOTES: 1. USE TYPE "IV" BEDDING FOR STORM DRAIN V DESCRIPTION OF REVISION CITY PIPE IN HIGHLAND AVENUE. LLJ DATE APPROVED 2 FROMOVAL CAL-T RANS ND FOR CONSTRUCTIONMIT MUST BE IN U / CITY OF RANCHO C U C A M O N G A s HIGHLAND AVE. AND THE FUTURE FOOTHILL 0 Q _r; FREEWAY (ROUTE 30). 3. CONTRACTOR TO SEAL ALL JOINTS --' ! STORM DRAIN WITHIN CAL-TRANS RIGHT OF WAY WITH p RAM-NECK SEALANT PER CAL-TRANS SPECIFICATIONS. TRACT 13812 HIGHLAND AVENUE STA.4+10.95 TO STA.10+24.80 (STA.4+03.338M TO STA.5+90.439M) T` GRAPHIC SCALE APPROVED BY: , • , F , , , 17 r DATE QROFESSIO/v CITY ENGINEER: :_ L C L ��,, �' [� R.C.E. IN G. 40 0 20 4q so iso �� .� MARK �� F,y DESIGN RECOMMENDED ti Associates. Inc. Cl) 0 F y _C'rcntse/ c�°r5 L J W Ot S m T.D.M. cmi E-glneeri-g Surveying I Plonnfng - - - j Cr No. 39405 DRAWN "��• s+>ee lsoa; Tse-nolo r�, reoa Tse-szs: SHEE1 z ( IN FEET ) * Exp. 12-31-2001 1 inch = 40 ft. T.D.M. 2 6 OF sTgTF OFVIIL.CAL�F� \P CHECKED K. 5.r>< M- 8ce/s R.C.E.XNo. 3 0405 DRAWNING NO. R.M.B. 1417- D DATE 3 1 '99 FILE NO. X PROJECT 5HEET 51? 0F X 71 BENCH WtKK NO. 100/0 Fd. 2" BRASS DISK IN CONCRETE CURB STAMPED "SBCS BM NO. 8-21 1970" AT NORTHEASTERLY I CORNER OF HIGHLAND AVENUE, AT NORTHERLY CORNER OF CATCH -----------__� _ _, �. __------------w___ --------------_.___.._,�_________-_________.__.� _____-._ _.._._________ __� o _____ __ __ __ _ _ i, 1 _+-- - -{-----------------------_-__--�-____-_-----_-__-_.._ BASIN 66 T NORTH OF HIGHLAND 40^Z - '-- -- (448.056M) Q ( 54.152M) AVENUE. �10_ ELEV. 1432.769 i / NQ W � 1 I 0 SEE SH ?1' 1 FOR N o� I N �� o+ BENCMARK EQUATION. Z (0. �W / L - �� W � 1460. - - -_ -� -- ---- - -- -- -�- -- - ----- --- a- -_--- --- --_ -- a_ __- ----- --- ----�.-- - - -- - - - •_ - - �� -�- - - - ._;_ --_ - - - .__ - __•____ - ---� .- _. .- -- - - - -- - -- N� � � � -+ ---- - ._ _- -- --- _--}---- --- ------ ----I- --- --- --- -- - - _ _ - - - _ _- _ _._ ._ _ (445.008M) p Q J / W PROPOSED F;S. lb' O I 0 I = (^ l V V i OVER OF S D. o / -� cn v PROPOSED FOOTHILL FREEWAY J� S � � a / , .+- � O G� D o / a � _ L.aJ 1 Uj / 3 F- 00 O I � tiLLJ h OCL0 i ih 2Q�0 + y ' � _ + g o: ' -14 N h� (4 OT J (445.008M) � rnw+ w �• �� r �� (451.104M) nu-) co 8 T y i et 8 1 EklSTlNG GROUND OVER � OF S.D.+ PROPOSED F S. / v W , co 9 i 2 : i � G / I N ® � o S.D , - s - a o n U X - H.G.L. 1 I � m� EkYSTING GROUND OVE17 � OF S.D. � r l DJ LIJ rl Q)OT 1 S � O O �O p�� cONcV Z �f r �J ___1 = / No / H.G.L. / - G P Ohl �o^qt �o `�J 10 �`L X0.0 +rn vN R 5 : X - 1 2 h , . m (n I / O . 0 m G•a 6 / '10 O x 7 U R• C : : a 0 30" a0 m� x s � 0 W 2 W m A i Q I / \ / 5' - 16 A� -->9�so W H. G L. O 9 � L0 (� 1 2� s� c� p - % v 14 0 \ o (448.056M) / / / / / ' A65 AA o o`'oo (448.056M) E 1a 6a� � z + + +0 A ar'rN � '3 R ow Z W o � o m 0 F I 9 rv,rya J2 / ✓ / V ��O^h 1 _ fX�S'11 C G I 77 W Vh CQ 1 I : r , i i i - - 14#0 - - - - ep -- -- - - - "" ( R 1 j j� - -- - - - - - rO da�� - - ap ^ O 7200- � .' .-- f / � __� •Dg � (438.912M) c0 n - / 6 - Dhp h10 OS I cv cV 0i X� x x^ 0 4 0 P 0 A � � �o orr �r �+14 In ;zs '9 R•G' as i o0 o � a , 30 - s o - a � 6 m S T , " 2 003 , x t h 00 J / X O h , a I 0 O' 3 i i I I . 0 O5 O x , i i x O i 445.008M) ! I 1 i 318.40 L.F. 48" R.C.P. 1400 D I 1295.76 L.F. 30" R.'C.P. 1750 D j $95.34 L.F. 30" R.CiP. 1750 D ' 115.66 L.F. J0" R.C.P. 1750 D 131!66 L.F. 30" R.C.P. '1750 D } Q(100) = 100.20 CFS, V = 7.97 FPS I Q('100) = 78.20 CFS, 'V = 15.93 FPS I 1 Q(100) = 77.80 CFS, V = 15.85 FPS Q(100) = 65.20.CFS, V = 13.28 FPIS Q(100)'= 52.60 CFS, V = 18.00 FPS PROFILE SCALE HORIZ: 1"=40' 97.048M, 1200mm:R.C.P. 90.148M, 760mm R.C.P. 90.020M, 760mm R.C.P. 35.253M, 760mm R.C.P. 40.130M, 760mm R.C.P. I VERT 1"=4' i / ? Q(100) = 2.837 M3/S, V = 2.429 M/S Q(1:00) = 2.214 M3/S, V = 4.856 M/S Q(100) = 2.203 M3/S, V = 4.831 M/S Q(100) = 1.846 M3/S, V = 4.048 M%S Q(100) 1.490 M3/S, V = 5.486 M/S 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 (5+82.880M) (6+13.360M) (6+43.840M) (6+74.320M) (7+04.800M) (7+35.280M) (7+65.760M) (7+96.240M) (8+26.720M) (8+57.200M) (8+87.680M) (9+18.160M) (9+48.640M) 0 I I � I W I I�'-- �- 152 0 iQ I W N I ry 00 Q .�W o w CONST. C.B. PER STD. 300 C.B. 9 ST. STA: + o p cn = of 0 LINE "G" 1 4 3= (n U p Q Q W=7' v=9.81', V1 8.20' +� �U +�p U(W=2.134M, V=2.990M, V1= Jul N053512 W (� w W N o >�o >o L.D. PER STD. 307 CASE A I W I Q w Z Q � Q ~ a_ a 153 ISI C-1348 ST. STA: 15+91. J = cn o � oo CONST. C.B. PER STD. 300 1 = Cn W °n"_� ----- - = 2.134M , V=5.85' 1. V) `O LINE "H" L.D. PER STD. 307 CA ( 83M) W U SE A o w w " W W �U)1 LINE "J" I�;N a N75'02'01 W I I > < w flr� m o II o N60'o2'01"W m o u o I I UUP_ UU�_i Q �� i..L - - - - - - - - - - - - - - - - - -Pe-w- - - - - - - - - - - - -��w- - - - -- - - - - - -2r-w- - - - - - - - - - - - �v'w- - - - - - - - - - - - - xw- - - - T - - - - - - -raw- - - - - - - - - - - �v- - - -- -- - - - - - �xw- - - - - - - - - - - -r - - - - - - - - - 4 -I-�xw- - - - - - - - - - - - - - Q N00'02'01"W - - Z �8" (1200mm) R.C.P. 30" (760mm R. P. I -r- {�f- - - - - - - - -- I I .� - - - - - - STABL.� FALLS -`- -,,-,- -AVENUE - _,-, - T 3 INSTALL LOCK DOWN MH I r1 I cn PER CITY'S REQUIREMENTS I _ QO1 I CO _m E nu)0 OUOjO ��O O U-) O 00� Op c} Q o n Z I -0^z `t r•)Z 0) (0 Nope U (0C _L I Ll O�2� �I :L O)� .O � 0) ++U ++ W + +�W 0+i+�W 00 �`nN o ++ DD W ^ ^ W p+ W II II II II N - rn . i I �QQlUO LL � 1 0 I 0 T L� I 0 Li I L. 13 14 15 16 17 r ' o � t 10 DESCRIPTION OF REVISION CITY I A P D TE APPROVED LL I CITY OF RANCHO C 0 CUCAMONGA STORM DRAIN 1. USE TYPE "IV" BEDDING FOR STORM DRAIN TRACT 13812 PIPE IN HIGHLAND AVENUE. STABLE FALLS AVE. FROM HIGHLAND 2. APPROVAL AND PERMIT MUST BE SECURED TO NORTH OF SECRETARIAT DR. FROM CAL-TRANS IN HIGHLAND AVE. ANDOTTHEOFUTURE CFOOTHILL STA.10+24.80 TO STA.21 +95.60 FREEWAY (ROUTE 30). (STA.5+90.439M TO STA.9+47.299M) , , 3. CONTRACTOR TO SEAL ALL JOINTS WITHIN CAL-TRANS RIGHT OF WAY WITH APPROVED BY. DATE RAM-NECK SEALANT PER CAL-TRANS SPECIFICATIONS. GRAPHIC SCALEQ QRpFESS/o*q CITY ENGINEER; ` C CC(I I . c L L R.C.E. N4 ` 40 0 20 40 80 160 � �1 MARK 6 Fy 'DESIGN RECOMMENDED ti 6) __ F F - -- � 0 F ('rrnttic; I3ccrs �� Associates. Inc. . - -- -- vil E^alneerin • Sulo In Pla�n�n ,° n � T.D.M. 9 9 9 A� w m - -x / r No. 39405 DRAWN "��o. c� a^cn ra!»1 „e•�;,o o. raoa sR-s2e' SHE - - ( IN FEET ) Exp. 12-31-2001 1 inch = 40 ft. * T.D.M. 3 OF 6 sTgTF �I CA`�O�a�P CHECKED �oeCRT E PE 12 o. 390405 DRAWNNINGNO. R.M.B. DATE 3211-99 FILE NO. 14417-D PROJECT SHELL 600F &3 ?1 BENCH MARK NO. 10070 FD. 2" BRASS DISK IN CONCRETC CURB STAMPED "SECS 13M NO. B-21 1970" AT NORTHEASTERLY ' CORNER OF HIGHLAND AVENUE, AT NORTHERLY CORNER OF CATCH ---------- ---------------------------- ---------- ------- --------------- BASIN 66 F.T. NORTH OF.-HIGHLAND p" "IQ A VENUE. ELEV. 1432. 769 + (-z)j Q) m SEE SHEL7 I FOR BENCH MARK EQUA TION. co o co z --ISM EXISTING GROUND OVER C OF S.D. V=7.16' CL EXISTING GROUND OVER OF S.D. EXISTING GROUND OVEP OF S.D. 8" WATER PROPOSED F.S. OVER OF S.D. OFe.'D.- Q1 LQ (6+1 4)z PROPOSED F.S. OVER OF S.D. b 9 OD + I. Q- (5' 14-90 -------- ---------------------4- ----------- Jct 0, Ob 0 W H.G.L. d Q C) C + Q: Do, Lu (N 04 ca + CNIn �AG H.G.L. Lr +CN 0.0 I 1N ----------- -------- w 15M 4 --------- CO U Ar 5 LLI R G /0 05 O / 'G 2�„ LJ 0 A"� WATER ti CN LJ +OC) I cc d - ------- 1480 ------- ------ ---------------- --------------451-0 -0- x VC-N N F- Cp cl, < CN 5z Dc i d O O cc X_ n ao 0 1490 0 PROFILE SCALE 54.60 L.F. 30" R.C.P HORIZ.- 1"=40' 1750 D 284.31 L.F. 30' R.t.P. 1750 DF 18 R.C.P. 1750 D 24840 L.F. 24" R.C.P. 2000 D 94.06 L VER T.- 1"=4 Q(100)=52.58 CFS Q(j 00) 52.58 CFS, V = 17.14 FPS 302.11 L.F. 24- R.C.P. 2000 D Q(100) = 12.76 CFS, V = 13.56 FPS Q(100)=8.96 CFS, V=13.41 FPS 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 14 CB 12 ST STA: 9+49.20 CONST. C.B. PER STD. 300 0 o Ld W = 7, V=7.00' L.D. PER STD. 307, CASE A C-1) 45 66 6 7 t.�j LINE 72" Ctf Q 143 142 141 140 N 14-,5,5 Z W LLJ LJ mph If 121 120 > LJ r4) 10 -T 7- 10-05'24" Q R = 310.00' fD 120'(J U-) 73 55'7"' V) T = 27.37' A = 37'04'07" L = 54.59' MATCHLINE NO 38'2 w 'msR = 22.50' + + + T = 7.54' F- Lj n n 4 u SEE SHT 5 L = 14.56' < Ljj CN C6 N la� N uj a: 1 14-33'21 18" R.C.P. — /// - - - - - - - - - - - - 27" M WATER LINE PROTECT IN PLACE - - - - - - - - - - - -8!w- - — — — — — — — - — — — — — — - --EW-w- - - - - - - - - - - - - — — — — — — — -27--W- — — — — — — --- ,ho- 55 1 0-- R EG N00'02'01"W 10 Lj-6� O � fi 24" R.C.P. 24 R.C.P. Lr) nod n nod co Olf �D r<U Q) C.P. LL� (a) 00 00 Lu (3 + z + 0 6 uj 0(D . ;0 ,�-1 1�1 �;kv CD n Lj Ci 40'01'16 zo 6 14*31'26" C) V) R = -W-5 M—' 614- p U Q 19 of R = 310.00' 0+:Z- - :�D 00 T = 16.39' +LO zuu 3 T = 39.50' L = 31.43' 0 C\4r Q- )8, 18, L = 78.58' 0) C) C)M ll� LJ 121 00 42 LO n (n - 00 V) Lri 0% u') u') -cr t---7— 10- :L a) +6 + +:Eor +(j +(j CN . N w 0 = 50'06'4 00 w 0) . 4a) N cc CN w a- R = 45.00' (N Z4 Q- CNI co CNILj T = 21.04' L = 39.36' 40 41 CIT STA E FALLS AVE . DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA 18 20 STORM DRAIN TRACT 13812 STABLE FALLS AVE/ BLUEGRASS AVE STA.21 +95.60 TO STA.31 +97.72 GRAPHIC SCALEAPPROVED BY. DATE ?RoF E S S 0,V CITY ENGINEER: R.C.E. NO. 40 0 20 40 80 160 DESIGN RFCOM!MLADED < Crmtse/Beers & Asscwiates, In(-. T.D.V. cmi -s- pla��lnq IN No. 39405 Homo, -a 91760 �4091� 736-204() Fl, (909� 7,%6-52 AV IN FEEl' DRAWN SHEET Exp. 12-31-2001 1 inch 40 f t. T.D.M. 4 OF clvo- CHECKED ;Fcher� M. R.C.E. No. 39405 DRAWNING NO. OF CA�\ EXP. 12-31-01 R.M.B. DATE 3- 2q-cl 9 FILE NO. ) q)7— D PROJECT SHEET 61 OF 6-3 �j BENCH MARK NO. 10070 FD. 2" BRASS DISK IN CONCRETE; CURB STAMPED "SBCS BM NO. B-21 1970" AT NORTHEASTERLY CORNER OF HIGHLAND AVENUE, AT NORTHERLY CORNER OF CATCH --+-------- ---------- -------- --------- -------------------- BASIN 66 FT. NOR TH OF HIGHLAND A VENUE. ELEV. 14.52. 169 SEE SHLLI I FOR BENCH MARK EQUATION. C4 tk C4 Z + N C, > C;Lf#,5 V=6.44' r 8' WA TEP so EXISTING GROUND OVER C Or S.D. CID ON x" PROPOSED F.S. + OVER Z OFS.D. a 00 ----------- -------- ----------------------------- ---------- —----------4ET ------ ----------- ------------ HGLN, .1 07 FL 15p5' C) 7 .0 C)Q) Y, + +LnP whoa A, --- ----- ------- 5 ---------------- ------- 1500 --------- ------------ ---------- Li G) LLJ lb R5 m LLJ t q ---------- ------------- --------- ------------- ---------------------- ------ ------------------- ----------- ---------------- --------- ------- _j C'.P 3r 24 254 (x- c) 00 00, X L 61 40 cr- 00 V) SCALE 52.13 L.F. 18" R.C.P + PROFILE S i i 1750 D 42.65 L.F. HORIZ: 1'"=40' Q(l 00) 21.03 CFS H.u H. zuuu!u, 144.58 C.F. 24" R.C.P. 200J D 1)5.47 L.F. 24- R.C.P.1 2000 D VERT.- 1"=4' V=13.32 FPS 0(100) -4 39,70 CFS. V 12.64 FPS) 100) = 35.30 CFS V 11 23 FP-'3 o(lon.) = 2san rFS V 14 R7 FP.13 0+00 1+00 2+00 3+00 4+00 7 ' 7118 119 i Iw C8#5 ST STA: 29+47.68 CB#4 ST STA:9+39.00 CONST. C.B. PER STD. 300 CONST. C.B. PER STD. 300 L.D. PER STD. 307 CASE A L.D. PER STD. 307 CASE� CY LINE "D" LINE "C" N74-53'38-W N7452'21"W I I LLJ 47 134 U) 4+26.48 IEND 18 R.77 R 45.00' _ _"'_*PLAC7E_ A 48*58'38" 4,j 0 -BRONCO 75*24 4 CB#,3 ST. STA: 10+14.00 T 20.50' CONST. C.B. PER STD. 300 L 38.47' 24" R.C.P. N00*32'22"E rW=12, V=6,44 L.D. PER STD. 307 CASE B 18 R. P. 46 cN cj6 A = 22'1651" R = 45.00' T = 8.86' N 0 -.9 L = 17.50' CB#7 ST. STA: 31+43.69 CONST. C.B. PER STD. 300 + Ld V=/.J 9 L.D. PER STD. 307 CASE A J rya 45 LINE "F" 9569 A = 05*45'42" 40 N55'09'02"E R = 1060.00' 0+44.98 121 120 J.S. D. 2 PER STD. 331 ff=--1�8 // 0' 8" L = 106.59' C=3.5' D=24" C8#6 ST. STA: 31+56.18 CONST. C.B. PER STD. 300 =14, V=B.00 A 02 25'53" R = 1060.00' L.D. PER STD. 307 CASE A T = 22.49' LINE "E" L = 44.98' N04*50'58"w - - - - - - - - - — — — — — — — — — — — ----21— CH SHT 4 / / lt A&V 0+00.00 W 25+42.00 N CITY MH NO. 1 DESCRIPTION OF REVISION DATE APPROVED PER STD. 318 CITY OF RANCHO CUCAMONGA STORM DRAIN TRACT 13812 VINTAGE DRIVE TO BRONCO PLACE LATERAL STA.0+00 TO STA.4+26.48 OFESS/OA/, APPROVED BY: DATE 4 GRAPHIC SCALE 11If ' 0, 40 0 20 40 so 160 VARk CITY ENGINEER: A " R.C.E. N 0, r. DESIGN RECOMM DED Ln JUI-911"C'Beers & Associates, Inc. X cmi L�Q- - ---•--- - -_ w No. 394-05 T.D.M. me6Hnq.'0,Su�"y"ng plomning Exp. 12-31-01 x IN FEM' DRAWN pf. 91�160 (9[)W) 736-5292 SHEET I inch = 40 ft. civo- T.D.M. 6 OF CAL\� OF CHECKED )e0aerr R.C.E. No. 39405 DRAWNING NO. EXP. 12-31-01 R.M.B. DATE FILE NO. zl ) 7- D PROJEC-l' SHEET 6Z OF 0 � I 0 G 1'� C8#2 N �G V=7.00' �h��.Q�� h d ti� Co CB#6 01 CB#451' C8#5 .hOh�\� V=)#7 V=8.00' V=7.00' 1�0 � o 8" WATER CB#8 8" WATER V=5.85' C8#9 Ao i 1523.18 8" WA TER HGL V=9.8 1' W S. HGL 1502.85 HGL 1497.42 1497.54 V1=8.20' o 8.66 W'S. W.S. o W.S. 1479.64 8" WATER W.S. 1479.27 S. C8#10 0�F Q HGL W.S. N V=6.00' F\ S Q s, HGL z 0� Ge 0280 `SAO 1�` GQ. \OOS �p ��G °o 0 1473.78 HGL 0• s O4 p. �. 8� p. A� N1 o vi W.S. Np9 8. 1� X89 1 �� 1 1 � Q 27" WATE A F� �G 1g GQ F� oGs� L� 0 GQ �� l ik <F� ik°�1,• A 0.71' ��10 S=0. k1,f R G. F� F� s ` 0 .� Qs 1492.29 FL 0208 �8 2.15' �� '�'0�6 C 24" OUTLET E. o� v S=0.4641 9- �F J �� 0.7 2.41' QO 8v �� 5� 59.11' 36.48' 13.08' �8 466 S 18" R.C.P. 65.02' 18" R.C.P. 2.65' 18" R.C.P. 18" R.C.P. 0 O(is 1750 D 1750 D 36.48' 39.18' nET S Q(100)=3.80CFS Q(100)=7.95CFS 74.53' 18" R.C.P. Q(100)=1.32CFS Q(100)=4.42CFS 18" R.C.P. 18" R.C.P. D 7.22' 1750 LINE "B" LINE "C" Q(100)=6.30CFS 0(100)=12.60CFS 18" R.C.P. 2.02' SHEET 4 SHEET 5 Q(100)=6.42CFS LINE "F" LINE "E" 1.02 1 LINE "D" SHEET 5 LINE "G" LINE "H„ Q(100)=10.58CFS SHEET 3 LINE "J" SHEET 5 SHEET 3 I� 3+F, + o 0 0 HOZ c + + + + J O N N T O O cy) I O O O O O O O) G O O O V f � + V V 1.0 v I + CT) fv7 . 2 5 6 12' v 5 5' I 5 �' �v {! 6 5 S' 47 I r �- - - - - --) 2, \� \\ \ \ 3+43.05 RCP I I -78" RCP o 0 0 0 0 s• 0 0 0 0 0 � O O O O O nI IN N � LnO \ Lcl c� r-� + + + + + rn o) rn rn C.B. N0. 1 C.B. N0. 2 C.B. N0. 3 C.B. N0. 4 C.B. N0. 5 BLUEGRASS AVENUE KENTUCKY DERBY CT. HIGH HORSE DRIVE HIGH HORSE DRIVE VINTAGE DRIVE SHEET 4 SHEET 4 SHEET 5 SHEET 5 SHEET 5 14+24,` a14+?9.55 n d/ QRpFESSlp4 / co "D M 14+13.55 _ AR ql O� `rte° °� 40 00 ~�� <1 9� �yc nLn Ln ,n + + I No. 39405 o n O I * Ems. 12-31-01 CAl f 0 PROFILE SCALE LOCAL DEPRESSION OF 1F 36, o 10.76' I HOR1Z: 1"=40' SCALE a VERT: 1"=4' 1"=10' S' U 6' l �, 5 J I Ir t 13+9255 + L V CITYDESCRIPTION OF REVISION CO DATE APPROVED II � ' ► R CITY OF RANCHO X� Ln � ,3+8' 55 T CUCAMONGA Ln t +I 0I LAS ERAS PROF 11 ES & LOCAL DEPRESION DL 1 AILS 13+ 4/ '-I Ln co� 82.55 STORM DRAIN C.B. N0. 6 C.B. N0. 7 C.B. NO. 8 C.B. N0. 9 C.B. NO. 10 TRACT 13812 VINTAGE DRIVE VINTAGE DRIVE SECRETARIAT DRIVE SECRETARIAT DRIVE STABLE FALL AVENUE APPROVED BY: DATELi 'f SHEET 5 SHEET 5 SHEET 3 SHEET 3 SHEET 3 CITY ENGINEER: _ - _ _ �L C , R.C.E. N4?r DESIGN RECOMMENDED ('I-ou5e'Beers, K Ass4x.i ates. Inc. U T.D.M. cmi �^ginee^ing • Surveying Plo^ntng ;770 14-- A - Suke 104 DRAWN Noroa, Co. 91760 (909) 736-2040 Po (909) 736-5292 SHEET S.T.P. 6 of 6 CHECKED RefQs M 8tE25 R.C.E. NO. 39405 DRAWNING NO. EXP. 12-31-01 I I R.M.B. DATE 3- zy'9`j FILE N0. PROJECT SHEET- 63 OF ( 71