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Home My WebLink About1384-D =.4 i GENERAL NOTESL) '44k : 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF S T RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE r------1 FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE i TRACTS I STANDARDS AND SPECIFICATIONS. (� 13 564 I j 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER 1 , PNOVE & Zmw 13565 '4mmw L A ' PROJECT M POLES. WATER METERS. VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SITE SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN I ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE �' I REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST ,� TO THE CITY OF RANCHO CUCAMONGA. F I 24e* 97ReE 7 P RF Rn N WORK ON TH S PR T SHA FAMILIARIZE G 7 3. ANY CONTRACTORE O I G I PROJECT LL HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 4 TRACT DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 13566 FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN 24TH S ON THESE PLANS. Su�nMlr P 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 6 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. N 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. �'Po �E.t> • � PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENTFi�oTN/LL y. W POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION. AND AT NOT MORE V THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED tiGHLA 0 A1�NlJE. BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ENGINEER' S NOTICE : 6. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. 1 . CONTRACTOR AGREES THAT HE 'SHALL ASSUME SOLE AND COMPLETE MAINS. OR CROSSINGS. SHALL BE CONSTRUCTED PRIOR TO PAVING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED VI CIi T Y MAP COMPACTING ORIGINAL GROUND. AND ALL SUB-GRADES SHALL BE PERFORMED TO NORMAL WORKING HOURS. THE CONTRACTOR SMALL DEFEND. INDEMNIFY AT NO COST TO THE CIT ( OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR LIABILITY. REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE N O t TO Scale • APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOND ON TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OF AGGREGATE BASE. OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR 24TH ST. TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE APPROVAL) . THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL I UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. S 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS N OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING A 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. .,X ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DE- OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. I2'1 7.0' 6.00' 11.00' 10.00 1 PRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BETTER THAN THE NATIVE MATERIAL. BY THE PREPARER OF THESE PLANS. O 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- <; STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P .C.C. CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN SHALL FOLLOW ALL OSHA L EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. Z 1.6 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. J (±� ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED I N THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS I NCLU- TR • /Sr ffel 1.40' DED IN THE OTHER ITEMS OF WORK. %%* MIN. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND Z \2 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. O w 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE T14E DEVELOPER FROM WDURING .%55 Z RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL m BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. _ Cr 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD U FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 0 %% �9r 4.62' 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO Qp 29.38 ' �O EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: � W ' 34' A. GENERAL TELEPHONE (800) 422-4132 FOR UNDERGROUND SERVICE Q B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 TYPICAL SECTION 2191 E. BIRCH STREET (714) 529-7070 NOT TO SCALE BREA. C.A. 92621 0 C. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 /33Slo,% 9641 SAN BERNARDINO ROAD Q RANCHO CUCAMONGA. CA. 91730 O D. PACIFIC TELEPHONE COMPANY 07141 999-5639 Q NOTE 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT CONSTRUCTION NOTES AND QUANTITIES : -- SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS Z THE CENTER OF MANHOLE SHAFT SHALL BE ON WITHIN THE ROADWAY HAVE BEEN COMPLETED; ALL ON-SITE IMPROVEMENTS NO. DESCRIPTION QUANTITY UNIT N'LY SIDE OF STORM DRAIN . INCLUDING ALL GRADING HAVE BEEN COMPLETED; AND ALL UNACCEPTABLE , PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 21 . INSTALL 66 " R.C.P. ( D - LOAD PER PROFILE ) 2,757 L.F. 0ow' SAA1 gereVARO/NO SATISFACTION OF CITY ENGINEER. -' - ,eAJVCN0 CLaAWW(; 1 30. CONSTRUCT M.H. "A" PER C.R.C. STD. DWG. N0. 510 5 EA. rN CiTy Or 31. INSTALL 24" C.S.P. 26 L.F. ® 3 2 STORM DRAIN GENERAL NOTES 32. CONSTRUCT DESILTING BASIN WITH 24" C.S.P. RISER 1 . STATIONS SHOWN THUS 0 • 00 ARE STORM DRAIN STATIONS AND ARE AND OUTLET. I E.Q. TR. INDEPENDENT OF ALL CENTERLINE STATIONS. 33. INSTALL TIMBER BULKHEAD WITH CONNECTOR I E.A. f 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC 34. CONSTRUCT C.B. NO. I PER C.R.C. STD. DWG. NO. 502 3 E.A. p - WORKS CONSTRUCTIGA. CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. AND STANDARD SPECIFICATIONS. ALL APPLICABLE GENERAL NOTES AND THE 35. CONSTRUCT J.S. N0. 4 PER DETAIL ON SHEET 5. 3 E.A. Z STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. e` DESCRIPTION OF REV16ION DATE AP►TRO " NED 3. ALL TRENCH EXCAVATIONS SHALL CONFORM36. INSTALL 18R.C.P. ( D- LOAD PER PROFILE) 157 L.F. TO THE STATE OF CALIFORNIA !- I CONSTRUCTION SAFETY ORDERS. 38. CONSTRUCT BRICK a MORTAR PLUG I E.A. i T Y 0 ' R ��CHO CUC%AMv i%3A 4. ALL PIPE SBE BEDDED IN ACCORDANCE WITH THE CITY OF RANCHO STAN CUCAMONGA STANDARD PLAN N0. 513. 39. CONSTRUCT C. B. NO. 2 PER C.R.C. STD. DWG. NO. 503 I 1 E.A. STORM DRAIN 5. THE CITY OF RANCHO CUCAMONGA INSPECTION DEPARTMENT SHALL BE 40. CONSTRUCT REINFORCED CONC. COLLAR PER DETAIL I E.A. IMPROVEMENT PLAN NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF ON SHEET 5 WORK AT C714) 989- 1863. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION. FOR 5. R.C.P. (REINFORCED CONCRETE PIPE) SHALL CONFORM TO APPLICABLE 24TH ST R E E T A.S.T.M. STANDARDS. BENCH MARK : INDEX MAP �� 7. SUBSTITUTION OF A.C.P. FOR R.C.P. MUST HAVE PRIOR APPROVAL BY THE F.D. CHIZ " ®" IN THE MIDDLE OF A CONCRETE HEADWALL HE ��v APPROVED BY: DATE: CITY ENGINEER. SOUTH WEST CORNER OF SUMMIT AVE . EAST AVE. CITY AT FTRANCHO MOT TO SCALE ' � � CITY ENGINEER v� - RGE N0: 22397 8. ALL FILL MATERIAL SHALL BE COMPACTED TO 90X RELATIVE COMPACTION AS CUCAMONGA BENCH MARK NO. 150 EL. 1507.007 r t� ;;F 4i DESIGN w'w...'_ry ��" �° �'�" DETERMINED BY CALIFORNIA TEST METHOD 216'F. � � � �_�,�,;. �� RECOMMENDED �A 64303 T.1/f r! :,% .. .. ,� �3 P. A� F`f- 9. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BASIS OF BEARINGS : - � IN- A � BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER. DRAWN SHEET LOCATION. AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. THE BASIS OF BEARING IS THE SOUTH LINE OF SECTION 22 T. I N, R. 6 W. , l 0 ��yi\F �1rc': rrrtilwrlr lr SAN BERNARDINO MERIDIAN , SHOWN AS N. 89041'47" E. ON A MAP RECORD F'� C"A"m* ww-Lmw,y,,.,,ww OF S IN BOOK 73 , PAGES 39 THROUGH 40 RECORD OF SURVEYS, RECORDS OF CHECKED R C E No 16065 DRAWING NO SAN BERNARDINO COUNTY. GB DATE ---SSLC_.- FILE No _ PROJECT SHEET NO. OF EA81 FILE CORP. IRVINE. G EFM35 /114W,9' AV,O; %�r 1W,4Glf21_5_6111 �3_ 2stTti. <S,7117 �T S'TD�� /?_ Q411 f/ . _ - - _ t....G.._I .._ t_ .1._ .t.. _r. 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I , 7. g t -•f«ICe �• Fa outlet see Standard Catch Basin plans i V3rit5 to suit -IT /Plain Or reinforced r - lI a • lI �r conditions - = 1 a c t a concrete pipe or C M P Main line ' 1 1 � Catch basin Floor I r _ min Set Nott 4' • _ �-��- >Plain or reinforced /'See Note 7 See Nofe cont. pipe a C.M P. �•� i I I o r 7' �. _ `•" i creeCr ler t _ PLAN `` tIkea. see A 1 �, _ -Qi �o-c-:000 Nie 4. Bidding Of 4- 1 t 1-m1n , - Conc. encasemenl .Comneclor pipe \ / inlet pipe------f a. 1 See Nott 4 tiA- \ Backfdl.� , ' •C. E1ev S A 1 I f0' With yt•0-C-2000 '.:.'a'•- 4'Min-4 r- \ .o fee nolo 3 1_--1 1 / "'Mse'C-mortar �\ camcrf tf 01 / •' _ • 1/ 1 cOm.'reif a0i1 10 I! ° •.•,.• - O 'F so rtiat,ve density required D7 � 1 p (.ASE 2 v1 � (SO �e..o� S ` a •`` specifications- Pipe bedding a, •_i f - ✓�" w - -• �--Morn«room -' Note All connector pipes (within the angles specified for Case 2) fV o ,a D aerfa Undisturbed •nrin �� shah be encased whom laid within the main line excavated _1___ �� `�i«le• , trench, or when laid an fill which has not been densified. SECTION PLAN.- SECTION LAN SECTION 8-8 e' -tea CASE I NOTES: CASE I AND CASE 2 CASE 3-SADDLE CONNECTION J - 1 I Angle A shall be between 45•degrees and 90 degrees and NOTES, CASE 3 CUT Ne.1:Ser the hostile of onaRgN /Ye •f eAvolth flowtra•eree plan•.A•vn• Main Liao b — -, 0 shelf be 24 inches or less For snidNer rolYes of A Md 1 Connections to pipes 21 inchea uone William en s less in diameter w nou, d two both e•e1t-af together,lbrwweq the dellscf)sN OIgN"A". • / larger values of Q.use appropriate standard structwe. junction structures M peciest Y btonchers shell be maje ,� �' > Pip—� g CUT No.2:Ser the hills, a 3.14 -Q)beho / wr•eoNMa -, l d with wsaddles 1 ride an IM slide eppOeiM the open*it.Bond the ORde of the qM Worier�- erase Crass-C' morlar 2 In no case shall the owlside diameter of the inlet pipe Off- 2. Trim a cut saddle to lot sawglr over the outside of the together and bort The hob•b the pipe. DETAIL A FOR 00. 6 teed one•h01f the inside diamtler of the main storm drain. main pope. and M its *xis will be on the Ion! and grads �- of the cnnneclieq pope TYPICAL CONJOINCRETE TE REINFORCED COMCIIETE ►IPE STA. /O�'d7./6 �` TRPC. /Q'x/O' /'PC.B or l � 3 Center tine of inlet shoo be on radius of main srorm drain 3 The opening into th, pipe shall be cut and trimmed to r , , , 1 except where Elevation S is shown on project drawings. fit the saddle so that no part will project wlM.n the Dore =STA. /0�6n8'/83 zE .STiPEET/Mi'JC'6"*7 1EiVT �?I°°r ( .� B or the Saddle Pip* TABLE SUMM/T/rYE ��im , I 4. The eonr►•elin i - "�.� �e.l Nit ;o. -- 4 The opening into the main storm drain shall be the outside ! P pe shoU be seoppaled as shown in Cases O_0 _ 1 t diameter of the inlet pipe plus one inch minimum or 3 inch t and 2. — .---- —� 4 L r Kt-aNT ttO t+ �+ _ f�N.�__�/ O.s�..l alit lil.c►,..1 rx►L[cTloN� N V!G T/OX1 L/41E� — — \• ;:,y BOCYIiII ` ``�L J mOtlmYm. � - i 19 12 4 1.9.1' • :�. L P Supersedes drawing of same number dated DECEMBER, 195 1s 12 9 , -"Pipe beddin t \ S All corrugated mNol pipe and fillings shall be galvanized o.' q �--,- •�` LOS ANGELES COUNTY ! 21 12 5 1•2 t' V 24 12 i 1.20 -.�y FLOOD CONTROL DISTRICT rsL S. If reAngle 8 is 4S degrees or less, as Case t. If Angle 8 �- z 12 7 i-a g QF s'TiP�ET is greater than 45 degrees, use Case 2. ---- -- 1 33 12 7 i--07- N = SECTION C-C SECTION A-A JUNCTION STRUCTURE c«N.:___y 33 " • 1.01 36 w s 1.011 � 7 Ourn or chip end of connector pipe flush with inner surface '�-b�I i�.y » r s 1'o CASE 1 aH(q.ql_� :i i s 1-zee •f mcintlnt pips Round edge Of Canticle pipe of reinforced N 0. 4 45 M 10 1 •• _ REVISIONS concrete pipe. .• r 00 0• _DETAIL @ o. N to 0•-39 Isar-R�e,« wrrrr lorrad A A St1. •u• stool of sestvno, « s. ..... � 1• 10 0'92 A f!. Station specified on drawing•applies of the inlrteetiOn of inside •� •wc.aa.• �•-�••�• N O D 6-66 added wail of main storm MWPt. 10 0.19 m drain and center line of inlet /� K O Q 4-1-72 Revised Co.c.eh Daher or m -�•.F..«a. .. i - ••f•, 57 co 21 n o•+� _ ii 1 >• It 4 V A DWG. NO. 2-D 1!3— ORANGE COUNTY ENVIRONMENTAL MA G E T A ENCY STD. PLAN '•• ,"•• ONE MARA 1966 . fM[[T 1 Or 1 — Mpror•d c.�A�t��cmR os russet 111t7NKS 13 ( 7 � / "Opt" It**. 77•!i. MveM REINFORCED CONCRETE COLLAR ' Of _ k ' CONSTRUCTION NOTE. O y 32 CONSTRUCT DESILTING BASIN WITH 24" C.S.P. RISER AND OUTLET, Nit: M 4i ✓UNCT/OrV S)T.Pp!/lT!//PE �R +;o SEE DETAIL HEREON. 0► 1: �SUM/Yl/T Af�C; /S OADW�V ► A a«ff«• a.wr is .•fir.. wM.•vw Do is-.e•M is Op Or We 0 N»t d«»eN•. of of .»• ilk » � i ✓ w•. ` ea9oodeds 1'a«N,Mea oboe"A'is reeler thea Me ••nMNN dMIMI»e ow,00.(sae Tom j APPROrV--D S.BC.C.. C.L7 PLANS rfy,t 2. C•eereN •«lora "IMI N of led M le•» DIM «cora dreMa YAM she" M IM 00" or a do �G u"i � m � T,pAL'T/3Srs5' NO. /- B02 , °� ;• N � c� �., I i •� � S, aoehraoa, e1rN N used .Mn Mo NOo dl•oao»r N ,1'a«or Moe !1»OM••ad M eM sopa vbOr•IM pN I� Nla•w /M aaaos al..a(soe DETAIL A I is 2% MWa er N►o«. ♦ CIRCULAR TICS- MK DIAstf[TCR SMCE OETNEEN Nd. OF PIPE EXTREMTIES CACVLAR TIES `,� P r 21 of Irsa 2 r 1 G• 'r• �'' .-..►• 24 la « Naze 3 21 « Nest 4 1` e •«r i •f 6 mob" [ 16-OI 1 O�t�'O ICMn me Masa bollworms M• MM MrewM•• moo•h 2n»Moes.Will ««roWw N•• M«I 00 YM•0•N No billows a Maximum Mous •«r N es«r. eireelw-100 Mnll owe • 1101aeler S mob" 1 ,1' con IM •MerN dNvesNr « IM M,wr ye. g Q �fj S. Ir Pi" Nrtor Wall N i"M$ Y Otblleer a M•MaI mow do"Mo MI be de*""Od •e No rgaM•Dodo. W QP �/ ,J s�o 01 O 1 • Mr OO 111011 0104 a Mo r Na N N21 N• dWoo9r. •o VOWW/w of on""" Soft-Tooke.Or•ewer(ewe KTAIL w, W000 be woo N of-Igo 0 elroeee late Julius. The peer fens ring MMI Its pate, White 00 ppe N 24 2" X 2"X 1/8 of ANGLES use «w NMs r boor • r•«ewee corer IarM shell bew00d r MO NlerNr "M Shelf be completely Mod volts, OG CT ftp' •� 7. Never•ppe of Mff•rewl NaroO»r• an piaN wIM a c0ar«e COW.L Owl be M« « M Mgr /Ipe we �J N Ike "IN so 060"fr M Me 9011»1' MON be 0401 IS Ise Moe. Omelr M Nrowr pry pea 2T Ir lee sror W� WELDED Dry.. A e•oshl• 9«»r MMt a«ke f0eet►O9Nd 9«0.91», .»1',.r Ot0011Mar ppe rlpMrNM » . wRe1' dN• TYP. lower pe• dewwrrI woeh At"on Ike ononvo=M pro r erisred e,NM Calfbi00r. F Ac66"•�P.C.o \\ S. TM soteo 1rowe•A•KAON be Me Is Mew ee MrpweMeM pees. Nd9'4(/'47~ - N b. ,hors Me «ON M Me ootMnro pp N ru«M Mw NN slog•M IM deweeksm pope.JOY NIRN. NMa IM Me•e of Me p91n«0 pee N Isee IMO MO sepe of me /•..•orae.Pipe, JOY Yfrea. 1/2"x 211 STEEL STRAP WITH tt...». Dry. may be"" N e« « . s.eer•N cooler N .pe►.». .. eke e.Na.r. 3/8 A BO LT 11. R.1' rryf ave a« Mhd in The TA1K,l,woo noses of L.T. 1 A le►.IM a.«Noor Moo ttetew �',-) 'P•-�� o TOP OF SWALE � s GRATE v46 b w I VARIES ASSEMBLY DETAIL 0 1542.50 _ 0V Q Gb o IV y P� 4L L t 4 I/211x12"/(MAX.) SLOT TYP. ri OR 1/2" TO 1/,?" DIA. 3 51 HOLES, 10 -1 ORANGE COUNTY ENVIRONMENTAL A ENT AGENCY STQ PLAN �px 1b t CTR. AND STAGGERED Approved ._,d�:91'; o;.�ia,df-P,rer,. wr,.r: �V `aQ p 3 A.C. OVEFLOWR Qz ti6 op – F 4• F eI �— Aterted. Ass. "-92. 11knoteds 1317 NATIVE MATERIAL IN CONCRETE COLLAR— NOTES ✓UNCT/ON ST�P!/CTU�PE �E.P \��B 5 1 ) s�T of Z STD. � .00 C.S.P. TE 1; SUrr�.y/T AIiE. .Fb.�loWgy � 153681" ST.'f'UITURES PLI�IVR APPROVED INV' TYP. /PL AA15 F/L E' A/D. Rt3' "'- SET TEE SECTION IN WET o { _6 fMIN, "a124"MIN. DESCRIPTION OF REVISION DATE APPIItOVEDCONCRETE FOOTING 8 TROWEL n . .�_ ft - _ _- __ INSIDE TO DRAIN tee_ ��_°� CITY OF RANCHO CUCAMONGA ANCHOR BLOCK MIN. 5 SACK/ C.Y. CONCRETE OR METHOD APPROVED STORM) DRAIN _. .STA. 1011-4v.// BY BUILDING OFFICIAL OUTLET DETAIL so.9;Le. °" '�`� IMPROVEMENT PLAN SCALE: 111 = 4' DESILTING BASIN DETAIL FOR 32 NOT TO SCALE 24TH STREET APPROVED BY: DATE: 3/'r CITY ENGINEER R.C.E. N0. 2397 S-losing My fNae,.R1'-A DESIGN RECOMMENDED or ver.c oy/i r,ew vrsf�.i p 4ur." FAX�ria)3 -or�o 111161-10 DRAWNU / i Y &SHOW SHEET r' •� ch a F.ttRineem•Larut sMroryo1: OF CHECKED DRAWING 16065 DRAWING NO. R.C.E. NO DATE FILE NO /--W-e) PROJECT SHEET NO. �� OF 8� GENERAL NOTES 'IA TRACTS 13564 I 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF & PROJECT RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR STORM DRAIN 13565 PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE SITE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE NPROVEMENT I STANDARDS AND SPECIFICATIONS. N 124T_" STREET 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 Glr TO THE CITY OF RANCHO CUCAMONGA. FOR247T 0. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE ST HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY f� DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY App"""" FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. IL04� • � 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA rs�iLL Fid ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. RAC 1 ""5 Ic�►u Ar�D cul 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. _ PA ;NG STAKFIS GHAT BE SET--AT-, 4 HINGF PeINTS,-f 9F 9F n.YFMF� _ 24 TH STREET -Pe R4T�igTHiNN _ _ T ANT 6-AI(FG M04 ear neni�=nen- -64-C-ITY ENG E- B-A-F, - ARPE{� t uFAT{F,At- ►�V -A Ib�e- ENGINEER' S NOTICE VICINITY MA `�-rtL6ERrR-r-E� PHONE_ „� nr..rn ..T*. =ry 1 =rc.. 1 . CONTRACTOR AGREES THAT HE -SHALL ASSUME SOLE AND COMPLETE ® tl © 1� Not TO Scale -MR i NSi f3#4-£, TE{�- + _{gam - RESPONSIBILITY FOR JOB SITE COND I T l ONS DURING THE COURSE 3 OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 2 3 1 4 5 -� 8 9 10 11 1Z 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. 0 ® Q COMPACTING ORIGINAL GROUND. AND ALL SUB-GRADES SHALL BE PERFORMED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY I �� AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR LIABILITY. REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE I - APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 14j © 3 3 20 HE Te T -E 1 T'Y ENE }NEF P. t I S 1 flE L-f{Eg- 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON 14 Z' {a-VERIFY STABILITY Tft� • D �,{��}{}{�� -�- �►�+}- PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION 3Z. 21 AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING 144 14 9. PRIOR TO !NSTALEATIeN OF ANY PAYING. A MATERIAL& REPORT GHAbt7 OF WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO 141 G-7 -S{}Bn};TF{T TO T �}TY g1 E{�, LIgT-ST --fitT{ ) -- &TS- -DETFf?�!E�- HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE IFR ® 31 22 G_E• �L 6616 _SAND E �+}µ> t -4T- EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED ® C� M17 r OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE v -AF ASREC�TE ��+d� WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR 1S REQUIRED 14 -+= QT 30 � 2 ouRi` 1� TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR 131 14� 141. �I ® `` (4 �E&TB -T-ArKE-4 T9 -DF TERMINE _&TR0GT�A+ .&F�i� G�R{-gc�4-9-.F 1 NAL PL,A STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE --APPROVAL)-- THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL 51 Z 9 24 ® ® �]i i9 '64 *y UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 138 11 WHEN--1 M ReVFMFNTS ARE TO . _ - -fit#Y { T�R1. �-_T ��.o no�� . n� ani�s 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. 14� ��f V4 A1:6-4 ,,KIT - FR RE r _.T _ _ _ - ANS}- OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ® ® ® ®35 44f ESS I ONE; 6�+A-LL BE F ILLE3 W114+ Ar f INE G�R#flE Tf Rlkt 9F ik 9t t+#'f-- ALL CHANGES TO THE PLANS MUST BE 1N WRITING AND MUST BE APPROVED 13� to --BETTER T44AN THE -�A�T_IV& MATE X14 . BY THE PREPARER OF THESE PLANS. 14 2� 2 --BETTER--BETTER 12. 1F THE ASPHALT GONGRETE 16 TO BE PI:AeE9 ON 669 ORADE, A sa!EIS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- 3co �fiEP �_ f�rSTrpETHE E .P.A. 13� 13 __} 9f_tR A. CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO I V �5� lv3 1p4 ® �e2 R� A- 8€ UNIFORMLY APPL-1ED - t RATE _ THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION Ro55 FOR 7++E FUL -PAVEMENT WI-D1H-Pf40R T-0 PA.µ1NF;, _ HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION• OF THE JURISDIC- ac �. - T I ONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL Cu y� ,� 15 1 1DZ ivy �f oU�zT ® 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND a CONSTRUCTION NOTES & QUANTITIES CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN SHALL FOLLOW ALL OSHA Nl EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. i3 4 133 I 152 1f7� 101s ® too ` 39 3$ DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY ® S" c>p- m EVAiN LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLU- DED IN THE OTHER ITEMS OF WORK. � 13Z 153 100 1�1 Q 59 4 o I'T�`'-M QUANT IT`( UNIT En F,HAL - BE _V)NST�i-4.+ En AT cAGII iu c RF - 41 ® G -ler 5-�"D. t K-a. XIO .SI3 (D25 LF • 1 c�A} °f 5- 108 ® 58 ® O cc„ �R� __>= wl-rH �rxx�x� p cl-rY >2A,.,c� -40P 131 cucs�,►. ot.,c STD. QY �tJo. 5r9 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM cc i ,r 3c' P wr i -A.r,� . Rca-rYa t2twc RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED ¢ q 9 e,-! - rte. � Dr�c n+c� 513 ` 5 LF °1 5 9 8 1 os 110 11 12 - fi + -a�+ -�- ,� ,-5_ s : DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 130 11 3AYA4� .#F>� BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ® cc�^��• r � r' Fu,� w i`Fs �n c�-�r� rte_ �I-T-rc as - - - -_ -T 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD . _" - ® � caND� �T -l8 5 LF FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 129 O � - -- t�c �i CCSi•L`'>1 CP.�Gni 511`1 #� t �� GI"fi`Y OFNC_��p ,S � UPON REQUEST OF THE INSPECTOR. 12� 12Z '121 120 11y 11$ �1� 11� 1151 114 4 ® c�xA►.•+on,c a ST _p"G w-, 502 -w PER r,LAN 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO CLJCE�� M�NF > -r� >. -_cZ CITY a� �A EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOW 1 NG s I �3 _ - O ��` -'� STr' t�1-JC- 51� I'4 ~. Q Cv �I/'.NHGL "t YF'E PE R GIN Ls R NC GENERAL TELEPHONE (800] 422-4132 4 �9 4 55 56 51 E-f- w tom. Ott o LF �-��Rtx=t �'I" RCF' t�JCi tia t�Cx6x, i�R. Ct'TY OF f�+•�.tcND ® CcaUST.THIcKCsO RCF, t�1[Z� e_i, ol'i� PE>z Glr�( OF R6J�C 3�rJ L� A. GE L E ql 12 12j $ 12� 33 5 ® ® cuc�. '`1C'a. 5tU•� 1 FOR UNDERGROUND SERVICE B. SOUTHERN CALIFORNIA GAS COMPANY 0714] 529-2889 ® ® 41' I ® cLx'•A �r,�a sTb. a►.>� No �.,I L.A.� CO.gTaueTUaRL Me,+3 I-�) CON �TKu _l 3G RC-F wITIA - 2191 E. BIRCH STREET (714) 529-7070 G GI o� RA C110 5 -,r rte. � �` F; Y W `� �L �L 1vG r�`--� r .�• .-.,n..;r+,. (� BREA. CA. 92621 -* 2 59 WcAmoNGA GTL . DWG. NO_6f _ � 7 �, 4) � � '� ' ' �EDDIN P R = GUCAMONGA STD. DWG- No 513 1'� C C; 5b 3O F,_uG LAI LL PRIOR lU CONS T RUCTION BY 1 RAc.1 . OF 3� PNA�e. ��e PLu� upoN coN�TRucTIoN o� cA1cH E3�sIN AF' r iA' i8 E C. CUCAMONGA COUNTY WATER DISTRICT 0714] 987-2591 Go _ _ 9641 SAN BERNARDINO ROAD �5 �$ 8 � Q� � I ® �'t�eET RANCHO CUCAMONGA. CA. 91730q COtJSTRUCT CortCf;ETE ENERGY OrSSIPAToR PER I7Y -�- _ OF.KANGNQ CL) AMONGA !./�. DW�a•1+0. `�14 DETAIL -- _ EA D. PACIFIC TELEPHONE COMPANY (714) 999-5639 CONSTRUCT COnICRETE ANCHOR PER 56CFCO 5TD. 5P-*7&DET.® 7 EA WARD AN f3ULL0ck- ROAD ♦ -- - _ ® Con15TRUCT JUrICTtON STRUCTURE 'A' PER CITY OF I� RAr1CN OCAMoRGA 5TD. DW6. NO. 5D8 -i DETAIL • cuAl 1 ONT1 Al I UT=1 1Tf-G ♦►1 .y i � E Ai � - � -��-�-�-�fg��- � �T��e=P"�e - -'"" 15 NOTE QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. -kf�+t{rt SHE ftf3A`Dkf,f #t4`E 8ffft !�4f't�TE$;-ktt--9hl- �'E-}"t�'n`" #�9--- --fNeLUD1-*+e ALL GkM�1Ne 4+A-YE BfEN 0tWLETEf) -,�-Att-_yr EPI, tf-- �o �� 2 �3 4� J ® CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR -- �II Te '9 ® ® ® TO BIDDING AND CONSTRUCTION. STORM DRAIN GENERAL NOTES s �9 13 11 i 1 . STATIONS SHOWN THUS- 0 4 00 ARE STORM DRAIN STATIONS AND ARE 7 INDEPENDENT OF ALL CENTERLINE STATIONS. B 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC Ifo $Z WORKS CONSTRUCTION. CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS, CITY DESCRIPTION OF REVISION SATE Ap�� p AND STANDARD SPECIFICATIONS. ALL APPLICABLE GENERAL NOTES AND THE - 2 / 3 STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. B1 3. ALL TRENCH EXCAVATIONS SHALL CONFORM TO THE STATE OF CALIFORNIA 15 �' � RANCHO CUCAM � CONSTRUCTION SAFETY ORDERS. 4. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH THE CITY OF RANCHO --TD R 110 DRAIN I M P R L)V E M E N 1 PLANS CUCAMONGA STANDARD PLAN NO. 513. FOR 5. THE CITY OF RANCHO CUCAMONGA INSPECTION DEPARTMENT SHALL BE THE CARY N COMPANY and NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF WORK AT (714) 989-1863. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED INDEX MA ROCKFIELD DEVELOPMENT CORPORATION PRIOR TO START OF CONSTRUCTION. TRACT 13566 6. R.C.P. (REINFORCED CONCRETE PIPE] SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. Q r r�a�i,h -.� APPROVED BY: DAT �1?I' 7. SUBSTITUTION OF A.C.P. FOR R.C.P. MUST HAVE PRIOR APPROVAL BY THE � �� 22397 CITY ENGINEER _�RC.E NO.� l' CITY ENGINEER. `' �' DESIGN ._...» is= �'u� ,> s..r� rcc RECOMMENDED COMPACTION AS �CtKtd?r �rt, t; r se..h. e..z.cwef.)ISOism 8. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE CO W 1 CALIFORNIATEST METHOD 216'F. � °` � 12-31-9► � �s•�• V�3. �s MX(714) � DETERMINED BY t DRAWN SHEET9. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDEuor 9 , f BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER. �"+� � .� �. NI DRAWING NO LOCATION. AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. �\ �' "%/ � CHECKED CHAIR 1E LAj R.G E NO 041497 �J/� C.L . DATE 61 -_�'�'`_T� FILE NO- /3OQ1 (J PROjEt:T SWEET # /q0F F/ ....CURVE DAl A _ - 0 DELTA RADIUS LENGTH TANGENT " '4.3'00' OO" 2c. 50' 17. 107' 9.32' N OTES : ``�• , `` " .,� ( � x EaUIVALENT FwLo P2EgSURE = Lop P.cf. t I MAXIMUM OUTLET VELIOCITY : 36 T.P.S. L i f 2. CoN C2ETE SHALL BE 5[e4-C - 5000. 1` � A 1 t A i 3. 2EIAMIZCING ` 14ALL CONFORM To ASTM DESIGNATION A&IS AND MAY BE GRADE 40 ORloO. 11ZEINFO2CIt1G / � 'pl`<J n £�RALL BE PLACED WITH 2" CLEAR CoN1CRETE COYER ff! �Gttw I a UNLESS NOTED OT}IEFLWI5E. SPLICES SHALL NOT ' �fl \ 't �"101'SI1 J~ BE PERMITTED EXCEPT Ae) INDIC.ATS0 ON TRE PLANS. 4. Fol PIPE GRADES NOT EXCEE0ING20/e • � 1 N L ET BOX t - MAY BE DMITTED. Tw r *� S IF AS NLET Ngo)( Ig OMITTED, CONSTRUCT PIPE COLLAR- Alb, OLLAR Z.aNn.edlnewNt !e. UWLEbS No-rFm OTFIERWI5E, ALL REi4FORC111G BAR I+mItrrdl. NC MAL tr1EN BENDS `3N ALL BE FABRICATED WITH STANDARp EIoOKS_ T FIVE F100T HIGH CHAIN LINtC FENCING-,, EMBED POST f �i�q u j' 19" DEEP IN WALLS AND ENCASE WITH CLASS 15 MORTAiz. /' �.��A,, �� ♦ ! 8. IN 5AN DY AND SILT`C 50IL: 41",A.(,, a) P-IPRAP AND AGGTtEGATE 5A'.SE CUTOFF WALL � �4�� fr' L B x � RIMwM�t A AW" REt3U 12E D AT THE END OF ROCK APRON. 7S , SNwatS� a �s M 1•r cot°it,.s b) FILTER CLOT14 ( POL`(FI LTER X OWL EQUI VALENT fJ/ � Iro. 514ALL BE INSTALLED ON NATIVE SOIL AND BASE s11w MINIMUM OF I F'ooT 0VE2LAP-�5 AT LT'0111T`5. ` j r 1 _� Ti-- LGAr1 Iwwrf J�rn Lz, Mwf Mt !i J t^ B� ra" PIPE DIA.(IN) 24 30 340 42 48 5 too 72 ~TIr�INtAfi�nwNE'r ' '9M M.- -m AREA (�JGt FT) 1.7 3.14 4.91 T.07 9.102 12.'37 �O 19.!03 8.27 ab«w ckv"wf w"n L �� CTtON d--E MAX.a (cf S) 9 8 5 115 15 191 pn 8 ae� Y�/ 5'-Lo" Co- B'-o" 9'- SECTION A—A P mKk to iwngctrl H 4'-3" 5'-all 7'- 3" 8'- 9'- O" 9'-9" IO` -9" t '- S• �} � �} r mi ck to Non cia. L 7'- 4" 9'-O" Id-8 '-4" O" 151- 8" 17'-4' Imo'- O" C3 3'- 3' 3'- II" 4'-7" 5' -O" !d- 9" 71-4-- 81-00 9' 3" j� rr b 4' - I" 5'- I" Cd- I" 7'- 1" ._p•' 8'- n" lo'-a' C 2'-4" P'-10" -4" 3'- t0" 4'- 41-110 S'- 5" CONCRETE ENERGY d o - II' 1 I 4" 1 7" I � DISSIPATOR DETAIL O' - W -Le" o' 0'-e" o'- t I I' 1 - aRIP- RAP - ti - A f 2'- o" z' 5'-O" 3'-0" 3' o" '-0" 3' 3'-0" DETAIL rt5EE ® FOR STUCTUFRAL DETAIL NTS 2 - I" 2' W. B.-O., D' 3'- II" 4' S" 4'- I 5'-4" !0'-2" NT5 2 �' f — Tf 8" 1 .. 12.. / Tb 7" 9'/2" 10 '/2" EiT fa , Tw 1O y2" f�F_C, Ta q MA TG 4 L 1 N E. - Ei" , _ 01 In 3 OF 9 AeNo _ Fo f2. P R c�F' L.E �� Le MAX. . I�ITYPICAL AlL :�,•-�- 12" (TYPICAL) if J ,v Er- 5 G •5 OARS oS DAR ...- .._. Z _ x 4 e _ -"`._,-...•... _-.. ..,-. - ..- - .,-.,,.,_....,,i• •_i^ °-.- ....r-.*'. _".r , "'�''_ „-< �;,.d� ,..�C _.� ---- „' '`'.� - r.,. .r'...., , .. <-,. .- -�- .? .:,::- ..r._r-..rte . ., , h P l \. .' ..,,� '�... / i.A .'`..., �... \. i \, h. 1{ , ,Il \..... .I ...."�, �.., at A I •'.....,.\ ._,o_. -. <.a,. w4... ..-N <xi e:. '- n ,.» .-»:,,,. <,.w.._ m, -.... _ POUR AGAINST UNDISTURBED NATURAL GROUND - - . • ,,,,,& F K .+. ..,.,d, ...,r .. ,- ,.- z„, Aeri`'`e f�. s r «._. ...,,,...,.-..,.....-...+^^ W-.m.. /a..'i<•-.r \<Y -. .,TZ,er. O TYPICAL ELEVATION SINGLE DRAIN „ s � _.._ ._ LILT. PIoITROL ROAD �7 3 .. • g CONCRETE ANCHOR ew . W _... r S t , N T S .", -.,»., . �,p ., ^"• .., .,....M.,.».,,... . -. ..,<,... d,; „ ,. . _...,,,.. ,...w .,, . ,^.._.,., , .,.< , __ rT __ . 'PSI fir. -�..x-• ;,- L .... 1430 - _ x . ri A. NOTES : __. r t _.. 3117 �3 �. ,.. - w �IbEG -... CONST. Leo R.C.P. WITH EXTRA THICKNESS PER g G 30 L.A. C.O. STRUCTU RAL. 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WITH BEDDING PER CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS g STD. DWG. NO. 513 FOR 2Q CONST. MANHOLE TYPE A PER CITY OF RANCHO CUCAMONGA E L L E N A LANE 81 H E N D E RSO�I DRIVE STD. DWG. N0. 510 28 CONST. MANHOLE TYPE B PER CITY OF RANCHO CUCAMONGA STD. DWG. NO 511 TRACT 13566 PHASE 1 OCoI�ST. 39•' I?1P WITH BEDDING PER GTY OF P,lkNCHO CUCAMONC�A si,o. PWG. NO 51-5 APPROVED BY: - DATE. 33 PLUG LATERAL PRIOR TO C0 5TFZUCTlOn1 o�Rc`E oNq; CITY ENGINEER _ RC.E N0. 22397 ( CURVE DATA (BY TRACT) OF APPROPRIATE STREET PHASE. �� ,MUH�� REMOVE- PLUG UPON C0115T. OF CATCH BASIN G G' DESIGN � �It 'srx tr.•,rr;,u �,r•r,rr,• `r„r,•ron ECOMMENDED _. , i �antn I? t.<att%nneia'I_ OS g V _ U. --, E N F >z r- I-t r)255)1500 I�In W497 T. S. D. [ L1 R � p u g I I s DELTA RADIUS LENGTH TANGENT 12 31 DRAWN of � '� SHfET U + � �C° C)O' 00` 44.�' �;1D.I? 4.4.00 . ; fa�r-t r'sn a ® C>9' I ►' 47" -O�.QQ' 136.43' rte. 1,�� .-I� ,� C. 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WITH BEDDING PER CITY OF RANCHO CUCAMONGA -��,� ��- I N 44" 4-I' 4�" W W=7.o' V°//•g cl Zb j EASEMENT STD. DWG. N0. 513 � :J N 44' 4l' 47" 'E ( I W i 4 ?Q I ILATERAL ' a-I 26 CONST. CATCH BASIN NO. 1 PER CITY OF RANCHO CUCAnONGA LINE "A J 1 CB A 5 26 ' + ` N 44° 4t'5�1" W STD. DWG. N0. 502 W PER PLAN 5EE SHEET 4 3 it CB # 10 r 1 J yV° 7.0' V=7 O' PU e u c UTILITY ? LINE �B' -» `✓I�EWALK P TR1 E \ ¢ CB w►2 6 31 CONST 27" RCP WITH BEDDING PER CITY OF RANCHO CUCAMONGA - - O k/=7QL-$-O / 1 I ( SEE SHE1=T 7 �' LIUF= `A� + I. 2 T I I` MAINTENANCE /(o AT. ' W�7.0' Y=/0.5 � .. ..,.. STD. D`+�/G. N0. 513 } �. EA�3EMENT 1 /+�2 K 2Co.I 1`LXT. A-11 SEE SHEET 5 / I I N� Plf'E __-._-_�._ _ _._- -_.-. _ -_. . J" 33 PLUG LATERAL PRIOR TO CONSTRUCTION ( aY TRACT - �____ __ _ ____ ____.____ 20 _ y _ ___-_ 2a lNG VAL D SEN l�lOPPE' �� GTA`' 17-AGI.= r` - i " _ _ _ _ OF APPROPRIATE STREET PHASE . REMOVE PLUG 20 ELLEII�A LAi1/E ' , 1*00.00 LAT.'A-I �. _-- __ _.._._ -- _-- _ _ _ _ . _____ _._ _,I C ; _ _-_ _ -- UPON CONST. OF CATCH B A S I N . , / _ I 3 . , - �� _ r_ -- ._ _ _ 20 ��- ,_ N '� 2Q'CCo' W f `2 F � , i w _ _ i ,� )OL AC ' SmA. 21 T 07 _ _ DRIVE sTA. 17+&5.7� �+ ___- _ _.;_ I+oo. L.eT. .A-2' 20 I + .I I `A-21 V I+oo.0o LATS.A-3'&A-4" 1+00.00 LAT.'A-5' _� .I LA-r B 2 - .� ►� Q 1,+. 1.8i2 LAT % 4 �rVD IPE I .0 - - - �_ - - - _-. A-4' MMi I I M� /�7 I ` / maw. ,.-. �,I / _(tc B * b It. 4 + J lwt t I�.- ��' - 3. , �G-/ ' L ATEf2AL, A 2 � GS * 9 , 2 33 w• 7.o V= 11.0' I f + I + rI 1 G AS ,B 545 18 13 E W=4o V=g.l� i , ,I _eco LIME A w=�o, v=�5 ��z ( N arc° 4I' 4-7'A-4 11 Z s>=E s+1>=>=T s I w ��'; �I LATERAL 8-2 I ?z 3 IT Y W . 1. 1 � ` full i iII'. } N45' 18 �t" E _-I -.13ZW IO w 0. � ': L.11.1E \B I I �� moQ� O ori Q " SEE Sh+E1=T 7 ,. Ll,� w 14 3 ' 1 i' , /f w s o 8 1 44 �, I 11 ` � AFI/15E SHEET /V0., L/NE "C"8 LAT_ 'C'-3" .4 `%1> (� -- 1. !!r CITY I-� = 4�) cAL � - �< DESCRIPTION OF REVISION GATE i AkA I I APPROVEDis . I It 4 CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR { HOPPE DRIVE , ELLENA LANE . & INGVALDSEN PLACE TRACT 13566 PHASE 1 71 aOFESS�� APPROVED BY: DATE: ��o`�` �1r>r�� CITY ENGINEER _ RCE. NO. 2? �? I-fh C IS(Nr Nevlhi!l 4r r•nue•, Suite!IN/ i DESIGN FUF RECOMMENDED i FAN(-I a.Il C, ��El'{'-A - ` �y a `- 4onln Arur.(n!i(rvr-rri(r YI'IIS 11D. OII�9) rm T 5' D � (-I-0)25(1 IS(NI 12-31-91 ��**EE DGA 1161,- I ♦ t DRAWN SHE f 1 & st t Ii C. (h u lnXine•e•r. !cora!Sumn"r-s _ OF 9 • 'If ��,�0�� CHECKED DRAWING NO �1 CHART 1. Lll R.0 E NO 04 ' / 3O� /� 1 CL• DATE FILE NO O l/ f PROJECT SHEET #��oOF 9/ , I t I BENCH MARK N0. 150 j } ? FD. - 9 * IN THE MIDDLE T OF CONCRETE HEADWALL AT THE 1 i _ _. _ _ _. _ - 1 CORNER OF SUMMIT i • - : # � � � } } I 2 t { SOUTHWEST { { ; AVENUE AND EAST AVENUE f 1 ELEV. 1507 OC7 V 1 ti } 1-1'- all 0. - ti 0 ._ ; _ - . - _ - i i 3rd 7 � P� 3 1 H W c ,k V 1 m Z I NE URFACE t i � F N 15 D °.S • Olr, T IL t ,r E � p488:/ _ _ _ _ ! A I N , 3� + 4 I - AI l48 .I�1 LAT . - , 1485.77 LAT C-4-1 , 61 61 t 1 ID 8�87 I 14 88 3S _ t 1 O < NGL EL. NGL EL. } /46/.10$ 1 _ t , +� G � i N L EL• FMI°SNED - 1J F,FAC E ' ,DYER _. O�Oi J 1484:•31{ - - _1479.37Iwq. t4 LAT'c-'2 15TOk-M DRAIN (TYPE b v : ' ,c El. S .ocs5 14TH. 3 f 11.414. OUT s UT LAT f485-- o� 9 w f - 7 8•'s ' • z S Inti- ou •'O T fl 1 iN ; •fl - NV J • D I 1 4484.31 THIN. IN i : ; Z 72 0 N� OUT N OUT L I- 1 lNV. OUT til 9 1483. 99 ! - �� ; t a .► I } rJ Q , _ 1484 1Q1 � INV. 0�1T : : `Z � _ _ : _ _ , - : - Q : : �,. : N iNJ• 1N C3 N N +ru -3 LINE \:.� : ? ?d . --- i i # N +. 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CD 0 18 +00 17 +00 16x00 15100 14+00 13+00 PLAN 12 +00 11 + 00 ° W 3W 10+00 I"= 40' o a ti a In < m N va � a + E V Z N W CON T. 81.46 L.F. 0 •-" `' �� z7" R P `z000-o' < m CONSTRUCTION NOTES : SC'.4LE ! 40, , r < �. 4 d N W o a cu U ��(" 34 .05 21 CONST. 2e R.C.P. WITH BEDDING PER CITY OF RANCHO CUCAMONGA + a + 141' O Q c Q o I�� P O g STD. DWG. N0. 513 n N W-14; V-z' ®1 CONST. 27'' R.C.P. WITH BEDDING PER CITY OF RANCHO CUCAMONGA 1 c g I STD. DWG. NO. 513 p B. 14, W-14I W 2G I ST--S;-TA.22+41.74 2© CONST. MANHOLE TYPE A PER CITY OF RANCHO CUCAMONGA 1 7 ST•STA 22+41 yz6 11 INTERSECTI01� _ STD. DWG. N0. 510 1 TA 15+`I2.G13 ' N48.10' Ic5" W STA 10+00.00 LAT 'C-i' ! LAT '0-i' MH O 17 . ._ - - .k` I . Ne 511 I � Cr � y �LAT'C-�' ._e•o.. .�_„_. k i -� � i J J 23 V � � O CONST. 18" R.C.P_ WITA BF-00146 PER CITY OF RA?4CI4O f p ti ti ti�QF' it - 1 0( • - q t 57A 10+01.2(0 I � � � CUCAMoNGA 9TO. DWG. No. 513 `�- W `c II.IT. M-8.*It, N LAT ' C 9 Q QO �I 17+TO. 31 LAT"C" ¢ 1 - 1 --- --.-._ _ __ . - O CCOUCAMONGA STOA50WG. NO. 502 WIPER 9LAW NCFIO N : W = 1+00.00 LAT "C-3 _ = I +oo.ov LAT C-4" rq E N T I C A L 1 m Q 01 1 O PLUG LATERAL M1012 TO CONSTRUCTION (8Y TRACT) I+Zjo.iln Ci t j -7 V � t 3 0. y I ; t OF APPROPRIATE STREET PHASE . REMOVE PLUG EKD PIPE 1 124 - 1 1 UPON CONST. OF CATCH e ASI N LAT 'C-4' to 1 I } j ! O Cott6T. LTUMCTIO14 9T2UCTUfZE TYPE A PER CITY 92 A �� 1 ! OF RANCHO CUCAMON GA 5TO. DWG. NO. 508. 20 I 1+01 . 2(0 I BES PIPE 1 .21 1O I co 2D L/ONnISoN PLACE r 1 N w X-TA1 N S I � G �} Cc- BEG PIPE I� . . .. - U. _ .r. _ . ■"."._ ! N I+i'lo.I[. j d l IGT t 1 _ _ �.._�._.. d V Gti to _ _ P I ENO PIPE / "" _ LAT 'C-3' -4 < NIW god1\01 Pp`G �'�- `tom c L�NE � � 10+28.0 F¢- � LAT. 'C-3' - BEG PIPE 411 SEE SHEET 8 7 U. `� 3 v �' .?sem �<9 a HF-N DEER SOt4 -`"`- .: i CITY 4 w \a .c - - �¢ �_ ,. _- _._..�, a,. 31 % _�- _ - _,�_ __ ,. - .. � ..�. ...�._�.:....- ._ __ DESCRIPTION OF REVISION DATE APPROVED w � v Q ,% a -- ,.,.,,. � p SEE DETA1 t_ � -_----- �-G - -- - CITY 0F RANCHO CUCAI0ICA �- J30 129 4 STA. 14+OE.9lo STA• 14+01.►� i _--.._ �_ , _. E_ _` W---- � • j 13EG P►PE i M H 19 -.,. .q , _ - ._ ti STORM DRAIN IMPROVEMENT PLANS ✓ FOR for 43 n Rai , L I N E A" O EN D PIPE `d� 1 15EE SWEET 5 90 89 88 jp +7Sc 6. 3 E=481 � � 87 0 � CURVE DATA �� SIN PIPE � 52 TRACT 13566 PHASE 1 U DELTA RADIUS LENGTH TANGENT i 5TA_21+T9.o7 LINEA I APPROVED BY' DATE: 37/;771-7 STA. 9+ 37.31 L►NE'C 05' ot3 I5', 1G5o.00 147.87" 74.44 ` ` M w pQaQ1<ESSt°�°z CITY ENGINEER - C.E NO. 22397 ® 85" 30 46 22.50 33.58 20.80 :S,xKrrlh J(Lrnur �uflr.vli © 15 41' 31 ' 800.00 219. 10 I I o.Z4' ,V + n 15W DESIGN C RECOMMENDED i -- W. kmta Jrur.(uhj..nru,'/.''US P. 4J� 100 II' 09" 850.00 151.11' T5.T5' STA. t+o5.58 fir WIMA�S 1-l�1_s pGA tb o 14!02.8 7 1414. 11l (Z4" tZGP1 2' I-9 < 23.05' I I.CD4' �- * • J 19 33 5Co C07.5o' 141oZ.7T tNV OUT (2T" 2GP) DRAWN G C�' SHF 9 fly 'r 'w OF Rpt UrLfnXin.,r, tr /i��"�y�" F z1- 10' S3'� 00.So' 8.17'' 12.0.2` JUNCTION STRUCTURE NO. I A °��`� CHARLIE LIU _ R.CE. NO .497 _ G O 35' Ow 800.00 8.17 4.0�' CHECKED DRAWING NO NTS q � L DAT= ��' �- FILE NO PROJECT SHFFT OF r