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HomeMy WebLinkAbout1472-D GENERAL NOTES CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES STORM DRAIN PLANS 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 1�- INSTALL 36" RCP STORM DRAIN_ (D-LOAD PEP PLAN) SOb-0 LA CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR rr (D-LOAD PER PLAN)CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL INSTALL 30 RCP STORM DRAIN __- - 782 C.F- BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 3a- .- I'D-LOADPER PLAN) 9 17 L.F. 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATERPM 129591 1. _ ..INSTALL 24" RCP STORM DRAIN - - - METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN E RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE 5 INSTALL 18" RCP STORM DRAIN (D-�'� PER PLAN? 0412> L.F DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA, OR RESPECTIVE UTILITIES. - 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 6O--CONSTRUCT JUNCTION STRUCTURE FES VIMIL "A" 1IE0Zf*1- 1 EA. E SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING a7 --CONSTRUCT MANHOLE "A" PER CITY STD. NO. 510 g Fp• 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 CONSTRUCT UNDERGROUND UTILITY SUPPORT PER C.C.W.D. STD. NO. 32 (DETAIL AT LEFT.) 2 EA. T-'-----L-----12: --------w------- -i-'-----KTop or curb~ ,E.ist.T.C. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO Fye Tap at caro ri2._, carr" oDenlnq - I 12' CUCAMONGA EASEMENT OR RIGHT-OF-WAY o s I -I ,' See Note 2 � W �a I Set Nate 2 \ ' 1 A 1 -_____�______________i `�J CONSTRUCT CATCH BASIN PER CITY STD. NO. 502 (W & V AS NOTED ON PLAN) 3 EA. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES w3 � �� ,yWarped -) V 1 Now 'Warped . i� ©-LOCAL DEPRESSION PER CITY STD. NO. 519 TO RE CONSTRUCTED PER STQEET- 1MPROVEMT-MT PLANS. 6 EA. W a 0 FLF L-�W Surloce _I I -' Su,rote.__ Q 12�,0♦� --- SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0. 01 FOOT �m� xw� I NI _F ---- , --- _Warped 1 OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL 12 CONSTRUCT A.C. TRENCH REPAIR PER CITY STD. NO. 312 _ (051 L.F. Gulley Igo. lint' A / S,,foct.---- °l 15: j '-Warped pra u, u _ 3 a w 'See Not, I B 3 See Note B 3` PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR - ��o cn FLOW VERTICAL CURVE AREAS . a x PLAN u w For Catch Banns Nos 1,2,3,6,7 Ek 9© ; ; ^, �J CONSTRUCT JUNCTION STRUCTURE "Ar' PER CITY STD. NO. 508 ___ 2 EA. ~J St:Note I B 3 � L - 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR o0 J °_ " Catch acs,n openng L " See Note18- COEISTRUCT CATCA BASIN N0.9 PEQ L.A.C.E.C.D. STD. DWG. N0. 2-D471 IW-4 11 b= 15 ) ,�Y; If PI 3 EA. No.CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. mW � ��� -' per D.g Na z-Dzaz PLAN V A9 SHOWN ON PLAI.I (DETAIL BELQNI) o -LLl- No o o wj 41 I , For CatcCase"8 ao1�No.B ` 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING - VARIES ---l --11 1------- '�L-- -- NOTES: ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY J o a 12 MAK ; ; 12 ' ; 12" ; D I Et,ko,;ons aper carriers and aa1e,rage,",,,conform to finished street surface �5 - LO EAL DEPRESS10N NO.4 PER L.A.C.F,C.D. STD. DWG. NIS. 2-D415 TO SE CONSTRUCTED PER STRF.fT -- 3 EA. Y T a O 1W-0 W - _ K OF ..111s olhr,..ise sho.n on project d,o.,.gs IMPROVEMENT PLAYS . (DETAIL AT LEFT.) RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE �-------`------- -- ----------------- 2 Where no r°,6 e.,,l,, c°,°s phot[be can,l,.clee°et.een ends of Local u J ~ V Catch oos.n open,ng Q U Depress:— The tura section shall conto.m to that of The c",oll;ng agency. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE maw o p/=rte. MATERIALS AND/OR SURFACING. - W ELEVATION 3 G•E., rg 9.1 , far Calc Basins Not 1,2,3, and 8 (Cost BI _°D l]C 0 :\, G,•Measured 10 outer edge 10,Catch Basins Nos.6,7,ond 9,see Secl.an A-A)As O a ZO , + � ❑Q \ Note Taken along Goner Flo. Line L:K:6 lee[ unless olherwi spe Ulie° on project drawings H=I inth when G'I fool. 8. • H•2;Oche%for lengths of G g,eofer than I goal On Catch Basin No.B, Case * QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER FOR BONDING PURPOSES ONLY. 3 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE Q F " N Catch basin Face late per r--------`'----- B• " s"°'I°°me°1° d ° the ends°' W(catch °°sin opening' ALL CONTRACTORS ARE HEREBY NOTIFIED TO PROVIDE THEIR OWN QUANTITY CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY o a D.q No 2-D232----� I G Connele camp.tssirB sl,e.glh shall Lt 3000 psI o1 28 days STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 3 r- -- ------+ 5 Th s sBa nsa may be.sed nlu reDl 11a.s 1,am oath d„trl.ans (ErceDlions: _� W I I Ste Nole IB 3 Catch Basins Nos 6 and BI DETERMINATION AND A BID BASED ON A COMPLETE JOB IN CONFORMANCE WITH THE n I ,r---- oW - I -'�" -- APPROVED PLANS AND ALL GOVERNING AGENCIES REQUIREMENTS. > APPRO ' aH �� tri,�„ a Sj_1'Gip1p LOS ANGELES COUNTY r- a _� ._ • �.'; :m, ° I'3 I FLOOD CONTROL DISTRICT 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED = w J ow ,r w ., I -- - -- -- _ _ W - 4 e.. LOCAL DEPRESSION N0. 4 I --a aa' NOTES TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY ° y X or'^ UW Nu I N EL " •:. I A a_� ya _/t. o as1rA1(ar SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. _ -J� O =�W =HH O W 1 I rp -Ad3 = �1 GB --- -ort91© I r-►' _ -w p -----'Y--- -- --t-- i Gbs ir.,o.c ---T arc d CATCH FkSla lq.9 YI III LucµO[PR[ss gal NO.t. -�� "-a CFS[A Uk:US UT11 kv S:;IDTCU Oil TOt 1141 N PUN N � .....•. ITcbiS iv NS 1-i 1t-_ - Z Qasn �- I.r A.rvcv�. r----_--T-I_ I � aero,/hG�C:.✓r nI 6, N o _ o[S:n It,o. Ile- 11 -� „ •..>- •"'•• ••• ••• ••••• • - --- -- ,- -' PIP[,IAT R ON ANY Al 1Vnt„T ARatlrd IO[gAIS of IHC 10. W PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN •.--, 5 C6B M+ASCO IAIo aIB 1r, Zp •' '..... --_ --- ♦ nc9 -�FFF.a / ,� .1s'C v'4rP.tr ea-y �- SECTION A A F, r TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . _ -- -- - - >>� _- _--- 1I_ -_ _- __ A,Ip IN tlnil.l EIIM![R A$LDu'1 ON 111[LCd M p_ _ - -•"` / c.-rr,n✓o..yl L 1'rl SIW l RC 701144 L,°111, f I;NL SILK. LiI1G111 e[faR[ IIR YI.Ai[K 41 Of Ca:Rile a ...-... . ; o'/ CIZ PIA). DETAIL OF DOWEL 11. WHEN IMPROVEMENTS a sc rr _ _-- _ - - SLkt GayL A"'i 111 I' o - aNON k'Aa,l9G6'D'NG NO 2-DA15rf , -_-- _ i • op yy Q v Ilk APl'RDXt1W,47F F/N/SH k �1,� SURFAG6 O!/ER o �� _.` _ smR,H ORA//✓ w nl APPROXIMATE F.S. OVER STORM DRAIN 1140 Y _ -- 11¢0 to It t ;t, a _j W w G DU-5[TE �TU2F4 D'�d.11J 1130 n �4« R NGL ' _ .J: N� MeIVaTP- sToVnn DRar ry ct5 130 J = 5:0.008 ^ /0,(� pfy-St1E 57UR�10rPAlN �Wg U I 5 PER PR/l//9TE STGIPry1 �3 Mp NGL . LiPAtN FLANS>► 3 sso.00c. 5_o.00s Ph YO(t 5T 4j-7 f�JJ EIt Sf xp 1120 (Za wE>z h ,� > t& a 1/20 �, �, �, ��� ti /a. X767 1120 3 �N 4 ' o p °o N 2,Sc�S 0 Z8,40' 0 io.ac L-17.70 1r1ORGP �� b� ¢'CtI�J� - `� ; * 9P.#L.F. Gv t 32.3 Cfs 0 za.o/' I NO P 3 H ^ 3 ` ¢99.37 L.F. 3G"� R.C.P. Qo a Sfi.2 Cf5 Oj0"� RGP. + z�'�RcP p�ZOFIL 17 I /500 D 1500 D 0 /750 D ¢� SCALE : D� 1. a � � i �• N �'U1 M QD'Z3�G�S ,� _ , HORIZ. = I 40 a PROFILE t Q n VERT : I" 4` n, a " IV Qo=S�i,QC-rs %9 � N HORIZ. 1" .- 40' h 7g.0/ VERT. I"- 4' - /Z50 D 23 24. 25 26 27 28 . 29 30 31 rvn•r vd¢�� WHITE OXK AVE-MUE 4s-oe6f" 1 _ W 1�-- 's,4c W . 1 L D JA2 , at W .G. GNv -T/ CT/oAl sr�euLTuRE I - w �z1E5 i ` w4 BARS AT �� � .a S" IS"O.C. TYP. ; I � L �w� pc�r. L W N z MST. -AA-Mr -MCLS e-(Oft O.G. -- J 6&V5 t M Sic" I N 00° 13 23 W S �� Seo" I F- 11� Z �C71/� TbQC lOr�t 11 ' 2 - r 2 - - ,� �----- - - 2 9 s oQ pF�157. , - -_ - -- - -- 26 27 0° �_ L ,tO�I.J Y 0f6GF em FLoO F- 2. V- V-oc 'uM --cAM L. E 6YE9 L-T12oWLeD Tb S .�Y•� O � � SPRINGLINE. -- i' EEPJPOFIL� � //B�/ I I Sro,P�t10�P /N PER SEE PROFILE "A" �� Tii� 0 3: � � 3.(2E1fJ1�QL.(WC STEL 5HAL1- �E �pt11.1t7, nEFot2J"�F�J, ST�d1G�T' 1 25, r111-f' 0W4 7 pR STO O,QANP6AS THIS SHEET STEELSCHEDULE -WALL M LAS 6)4CWN. _ ct Q/e0 S71et� 12 �S IPP / NVO 0-- QW 4. ? Jt�CTTI0l011J,SQTr�C�1Gf�Ti(-12E' 51 &LL � t�J�E ? lm ONE GolT1m(l0 5 T1dT -CNE CO. rp M� 5}&LL RAVE THEPIPE CURVE DATA 0 OM b r OPTION of PL CM(a A.T THE 5MIW,INGL111E COI.15TzUC.7jM K 4Lo.lat-rtPtKtAl KE�nLY7o1U7wtT45° 12 25 Q � f¢ aG I WR - 2 2.50 I T > 0�� `���; h, WHITE OAK AVENUE L: 17.75', u T = 9.37 Q( L:1p' "� I 17ETAI ._. CON STRU CTION NOTES if4 ti 1� JERSEY BOULEVARD na, = 17.67' , 3 qOD/2f2;P LATERAL AT STA 26//9.69 bti y W lD INSTALL 36" R.C.P. STORM DRAIN (D-LOAD PER PLA►J). 7- 9,-49 /WP? ,96-f.5' K/iORNERENG/N6E11rING U 7 O2 INSTALL 30" R.C.P. STORM DRAIN ( D- LOAD PER PLAN.) DESCRIPTION OF REVISION DATE dITY APPROVED. ,O�S�loy O INSTALL 24" R.C.P. STORM DRA1M (D-LOAD PER PLAN.) CITY OF RANCHO CUCAMONGA bO CONSTRUCT JUNCTION STRUCTURE PER DETAIL "A" HEREON. Z y N0. 33340 STORM DRAIN PLAN ;� 7O CONSTRUCT MANHOLE "A" PER CITY STD. NO. 510. EXP. 6/30/94 PLAN AND PROFILE O CONSTRUCT UNDERGROUND UTILITY SUPPORT PER C.C.W.D. �,� CIVt1. P WHITE OAK AVENUE STD. N0. 32. �� CRL1 12 COMSTRUCT A.C. TREMCN REPAIR PER CITY STD. NO. 312. ® GOd/NEGT TO FrrfTING 36'"0R.C.P. PER CITY 'I NO. 238, 445jS t. �`�Q�P�` !�. q q�� P.M. 12959- APPROVED BY: DATE / � -J` C��� ./ RCE. NO.�'�53 s! INSTALL f2° RG_P S771RiT�! O/PAlN ��-l7S0�. v 2� BENCH MARK W CITY ENGINEER/f cc -4 + ' BM. N0. 122 N6. 6C �' ;,1 DESIGN MIM MACK ENGINEERING RECOMMENDED Exp, 1! CN �� IZ "❑ " N.E.C. CONCRETE VAULT. FRONT Of B C L � � 2890 INLAND EMPIRE BLVD., STE. 108 ABITIBI PLANT. S0. SIDE ARROW ROUTE. WESTkwA ONTARIO, CALIFORNIA 91764 lc ChM',. OF ROCHESTER. LOCATED AT STA. SS-89;33' DRAWN (714) 948-sego FAX (714) 94e-s8z3 SHEET c W COUTN OF rt. G.D.B.Zoe-, 2 OF 6 ELEV. 11(64.409 CHECKED TDCTW P. KIM WX R.C.E. 33390 ODF. Ci-30-94) DRAWING N0. hh CITY a►TE /C-5 9'L Fn1'q 7Z. u .E w. ff.,O3'r,GT SHIT m �6 0F 20 /.v f9os¢ I'r9PELL//VO F N v h J Q Qui . f"/N/S ED 4URFACE v Q91150 F OVER ¢NSTO M ORAW //50 �� 1/50 h �, 8 ►; //50 FiN/SHED SURFACE OVER /y �itl�V I I 't o� O 'Sca y ok1-1, y J t i I � d otic �f/laL 1140 n ,s,0 1140 _ 1140 11 11 II I I S=o.00 sz s,o• �° s°Ot'L 7.67 LF /8 .0'rep b 'y +u W o.o �`� . H.G.L. tel' 1� ,J Z��. o ! r n Vic 1130 //30 v o z 0 1130 h 1 �i1 � �� � � � Z 0 a3 Z p•� � �� h �q1 14 � � ^ �e M 43.99CFoW aM ` � y /2.03 Z 31. 27 `� aM v0 ti b' ��os3a3cf3 f733LF 4" .5cfs Qo = 3.4 cfs Qo= 2.¢cfs " SCALE' + �.. 30"RCP 30i?CP /zoo-,o I $ ^� 1250-0 r2$0-,p /ZsO -D HORIZ.: I = 40 VERT. I"= 40' =' 274.40 IF Q = 32,3 b�'S 6320 LF ao =z,o ef5; PROF/LE 'B " PROFIL E "C" 30' qf RCP 11500 -D /8"RCP 1250 -0 1 SCALE 40"HDR/Z /"-=4' VERT SCALE / -40'f--/_o R/Z. 30 31 32 33 34 10 11 9t\ Ilk � G � N 7 Z Z opt `G�rDSUR VE DA U F.• w QD ,�E P, f1t © 6 = 45'00'00" W R=45.00' N • 0 'IP 3' ,11�I L = 35.34' x • n J . 0 lb' p' T = /6.64' WH ITE OAK AVENUE {do- xti of W ,(p �Zpfi tOX �P.'� © d= 67.48'14" `W 9 54 P yt� 5� 6 R 4 L = 22.50' —'— — T = /5./2' W n1 N V _ 31 32 33 TA. 33oL4160 WN/rE DAK AVENUE 9EE PROF%LE'C"HEREON �TA.SEE P O O 9rA./0*470DTACOMA OR/vE ¢ CATCH Qp=Q,p LSROF/L E'B"HEREONO I 0 �� 3T A00-V,SOTACOMA DR/YE_ r .t / E + L CArOV BAS/N W-S� (. ,-2.4gs M qa.o� L LCAroH BAS✓lv w=5' 'Z-4 cis 7r . /0RTA15- r /M- M N z-5 T=8' /6, /o. SEE PROF/L E C"HEREON 2 0 2 F� 01 - - -cl `? STA. 11+00.00 MATCH LINE SEE SHEET N0. 4 TACOMA DRIVE I CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE CITY p� g9 0 APPROVED INSTALL 30" R.C.P. STORM DRAIN (D-LOAD PER PLAN). �� CITY OF RANCHO CUCAMONGA NO. 33340 , Z STORM DRAIN PLAN EXP. 6/30/94 PLAN AND PROFILE 50---IWSTA L L 118" R.C.P. STORM DRAIN (D-LOAD PER ?LAVA). �7CONSTRUCT MAUHOLE "A" PER CITY STD. NO. 5)0. ggjf CIV11.tFD �P WH ITE OAK AVENUE OF q►L 10 CONSTRUCT CATCH 11i PER C17N S?D. NO. 502 (W t V AS NOTED 011 PLAN). P.M. 12959 - APPROVED 8Y: DATE�a�-9� • BENCH MARK CITY ENGINEER0-9�fff RC.E. NO.1 Il LOCAL DEPRESSION PER CITU W.SSD. . 519 TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS. BM. N0. 122 DESIGN RECOMMENDED CNO IZ '' " N.E.C. CONCRETE VAULT. FRONT OF WA MIM MACK ENGINEERING A61TIB1 PLANT 50. SIDE ARROW ROUTE WEST BCL �Y�, 2690 INLAND AFIRE BLVD., s1c. 1oa OR + + g714}I948-38200RFAX (714)4948-3623 OF ROCHESTER. LOCATED AT STA. 55-89;33' DRAWN SHEET SOUTH OF fL. . CID - 3 OF 6 ELEV. 1164.409 CHECKED (� TnoT1-Ir P. MIM MACK R.C.R. 3334O EXP. e-30 �4+ DRAWING NO 1 U DATE . /D• s•9Z - FIE IV.— _ 1T72—U r wT5"G T eiA-C. KI e' OF Q ✓N B-"S4 IAPEL L/NO - a Now a � ! u lu ox -4 }� o O '" EX/ST. GROUND OYER h O �` t STORM ORA/N J J _ `d- Z h.f N F/lf,//SHED 9l/RF4CE' O ; OVER g STbrQM ORA/N 1150 -- � �_ — 1150 _ — -- al v� I lsL Q J• r (I ( HSG �. � �W I� 4.r.0052 67 /,,c /5.33 IQ"af RCP 21./7Zr f1GG S=o.Oe�2 C� � "d RCP 33.001-1-- -D s.00LF � rZsa -o qo=z4 ��S 1140 — o oos2 J — V — 1140 /2�_o 4.0 C,15 PROFILE D" Q PROFI LE " F" 1" 40' HORIZ. I"= 4' VERT. _ ' — — — -- �— �— � I"= 40' HORIZ. I"= 4' VERT. r -- --T ' P�POPOSE"D /O y i'Gf' SEWEiQ � � 0 .�. Q D 1130 � � ,� � 4 �� o 0 1130t INS tj � to 4 � g O � 62.0 LF TL =I43. .03 A41 4-- TZ \ PROFILE SCALE / eSo - - 2/6.35 LF Qo = 24.5cfs 1,07-811-F oo•1/-io% 3/b,y$ LF Qo s/76 efts 140.93 GF 00/3.8 cfa v HORIZ. I = 40' _ VERT I = 4• 3 p~ RCP /2 S—0 --119- 0 --o " RCP /?SOD 2 4 "ROP !Z 50 no 24" � /Z 50 -o �' II 12 13 14 15 16 17 18 19 glop(1 17 A -57 �- Z II %m lix 7ItIIIC +� N T,L._ /7.67Zr 7.44 s Q� II I Pif/PATE Lt S/-S/TE �` 22' //' {� /°' I -S/TE J N I� I sroRly o�PAiN 113,3' 33' 1 �! �� 1 PR/✓A p /N X 11 SToR�"/ d /250-D Qo° 3.8 s F ii 66' I to ` 0� `� II — vo ROFILE '� G�� P � II 3.8 CfS - 5 ` I"= 40' HORIZ. 1' = 4' VERT. ° lit II $ N ST 4 - F N ' 5 � + N SEE P O-IL E G cU Z.� CfS O �E _ HEREON SoJ'O ..E SCALE• / *-=40' t2- — . ,6 /a i } ---` / 40 N M /�-Qv �. o co .00 r1A 13 2 W/d in �w CURVE DATA d - /5•i0 29" TO M.X. O — I Rj 590' Q I L = /56.Z6' I I � � � , T= 78.59' 0 r$$�� II , II - � � � �I�Ut -��� APPROVED DESCRIPTION OF REVISION ION DATE CITY � h II R= 6/O' \z — 1 CITY OF RANCHO 3 [._ /6/.56 �; -� . �! ' CUCAMONGA N0 33340 T= 6 v D /.25 0' EXP. II I) EXP. 6/30/94 / STORM DRAIN PLAN \ O # PLAN AND PROFILE r �v F A- 45•OO-00- Rz 22.50' �q C1YIL 9.32- �L'F TACOMA DRIVE III II • II CONSTRUCTION NOTES I P. - M. N0. 12959 t INSTALL 30" R.C.P. STDRM DRAIN (D-LOAD PER PLAM). APPROVED BY: DATE: ` ' 3a --INSTALL 24" R.C.P. STORM DRAIN CD- LOAD PER PLAN). BENCH MARK CITY ENBINEE 2R.C.E. NO.IAT2L BM. NO. 122 DESIGN RECOMMENDED 5O—INSTALL 19" R.C.P. STORM DRAIN (D-LOAD PER PLAN ). CNIZ "I]" N.E.C. CONCRETE VAULT, FRONT OF ��/�� 890 MACK ENGINEERING BL � 2890 INLAND DViRE BLVD., STE. 108 ���f ABITIBI PLANT, 50. SIDE ARROW ROUTE, WEST WA 0714)io, CALIFORNIA 714) (�T (714) li4E-9820 FAX (714) 94e-0623 OF ROCHESTER. LOCATED AT STA. SS-89;33' DRAWN SHEET lO-- CDNSTRUCT MANIAbLE "A" PER CITY STD. NO. 510. SOUTH OF Ct. CP �,. ': 4 OF 6 ELEY. II(j4.409 CHECKED TDCTW P. MIM MACK R.C.E. 33390 E. 6-36-99) DRAWING N0. DATE /0 5'9 z l NO. 1 q 72- 20 ,2-C'APELL/NO 89054 W � o b 0 1/60— o ti 1160 N � F % �1 f/NISHED sUR�ACE 012ri� � �l V IT N � � aDIN 1/50- 111 o� — 1150 s:oo� �'� .,/►�' �e f RCP /s�� LF 2A- iwv /Z50-O 4p 5.0 cf's ufE,S� �� v SEE PROFILE "J " Q0 11 sp Gt75Z ' TL= /7.G7' 7.44 h � Q� S �fDoo'S2 /8"0 RGP 25.// /8~ERCP i#.6tLf / 1260 - 49 q,=4.8 C-PS /Z50-p 40- 7.0 C-es 1140_ — 1140 PROFILE " H" PROFILE I " 0 4< q I = 40' HORIZ. ["= 4' VERT. I"= 40' HORIZ. I"= 4' VERT. pPROPOSED /D"YL'P Q V SEWE�P �!t >C PROFILE SCALE /85.90 LF 0,0 =13.8 f5 7.d9LFOo = 9.0 cts IN HORI Z. I" = 40 --— 24" RCP IZ50-D 24 " RCP ass -D VERT. I" = 4 19 20 21 22 23 24 li 0 oh CURVE DATA 5 I I II Q I; lt Q A = 45.00.00• R = 22.50' L = 17.67' v O r = I� VI to III Q i l V N �► T�' II y w I,y3'Z� II t h � ON _ ►, v I � �; V o I o CAL E: /"=40' O s °°v _ 0 h Po=S.O c/'s I �T O � � 1 y PR/V.4TE ON S/TE a •� - `t i O _ PRjV.4rE ON-5 r � Ll t__- Qo: 4.6 CC'S %� 5 .5 !j( SEE PROF/LE " I mlqj Aj 1136�,' 5 o Z"E SEE PROF/LE "�! -r---- 1 ice_ - - - - -+� - -SQ'-t — b -- ---- --- f+ — - - -- - -� � 3 20 � 3 I I zP � 5 � TA COM - • — �'• �- --- AOR/VF _ �, I--®-� PROFILE � J I"= 40' HORIZ. I"= 4' VERT. - — -------------- -- -- _ _ -- -- --- - - — - -- - ---- - — Q � O— } CITY DESCRIPTION OF REVISION DATE APPROVED Q I I I p 9810 CITY OF RANCHO CUCAMONGA STORM DRAIN PLAN ` NO. 33340 ,, PLAN AND PROFILE u f� EXP. 6/30/94 T - Y / ACOMA DRIVE OF CsOf 10 CONSTRUCTION NOTES Q o PM. N0. 12959-1 O3 INSTALL 24" R.C.P. STORM DRA1W CD-w417 mr! mm--) O N APPROVED BY'. DATE:�a, 2 B ENC N MARK CITY ENGINEE R.C.E. NO.�53 INSTALL IS" R.C.P. STORM ORA1N Cp-lG1G�D ✓� �N 7 R V BM N0. 122 g DESIGN �hA00MIM MACK ENGINEERING RECOMMENDED O CONSTRUCT MANHOLE "A" PER CITY STD. NO. 510 . CNIZ "T" N.E.C. CONCRETE VAULT. FRONT OF 'WA � 2890 INLAND WIRE BLVD., STE. 108 ABITI61 PLANT 50. SIDE ARROW ROUTE WEST BL ► ?F714") 948-3820 CALIFORNIA 91764 10 CONSTRUCT CATCH BASIN PER CITY. STD. N0. 502 (W , V AS NOTED ON PLJ►1J). �} OF ROCHESTER. LOCATED AT STA. 55-69; 33 DRAWN (714) 948-9820 FAZ (714) 948-3823SHEET II LOCAL DEPREyS10W PER CITY STD. 110. 518 TO BE CONSTRUCTED PER STREET IMPROVEIJlE1J1 PLANS. SOUTH OF CL . CP 5 OF 6 ELEY. 1164.409 . CHECKED TDUTM P. MIM MACK R.C.E. Sao GDP. 6-3D-94)94) DRAWING N0. Gt DATE /o'S'92 FILE w. 19d� 20 CAPLL11VOGT 89054 1 POTHOLE EXISTING 27' .0 RCP AND 36" H.P GAS PRIOR TO N,^ N CONSTRUCTION. NOTIFY ENGINEER OF ANY DEVIATION FROM • � • THE ALIGNMENT AND DEPTH AS SHOWN ON THIS PLAN. ' 4 > M c- q V F/N/SH SU�PFACE DYER' ¢ 5r"14f Z;W4/.V F/N/SH SUR CE �` V• t� I`°0 d t th o. OYER ¢ STORM 159 0I, G NG.I\Pf { U60- �^ X30 Hj O �� N.G.L. POTHOLE EXISTING 51 !� RCP PRIOR TO i_ 1 v0 �F -- - CONSTRUCTION. NOTIFY ENGINEER OF 1160 .4 NG,L �A{�� - ]} I --- f 16 0 } c` ANY DEVATION FROM THE ALIGNMENT PER CITY DING. b" c' 11 AND DEPTH AS SHOWN ON THIS PLAN No, 4'03 -D GAS ��R s 511T. 5 OF 11 A 6� s PROTECT EXIST. 4-4/2" TELE PIAOME CONDUIT -� COORDIKIATE WITH G.TE. IF RELOCATION l5 RI:All I R E D. � j f # 501 � f50 � # # 50 a a of44 W a tj 40 Ia iSao-D s - t h 7. L _ 5 ; y �' 42.SH Lf /B"d SCP C , �D - 4.4. cis I E I 1 GL - TL = . 33 L F /8 RGP r!/TSO—DJ /BB b9 LF D O, = 2.8 cF5 Ci p= c M 1 : 1.5 F s j ? ; PROFILE SCALE r { I HOR I Z. 1� - 40' • ; j � , � � � : � VERT. 1" _ 4' 38 39 40 41 42 43 44 45 46 47 48 MAPLE AVE p 25 25' � 0 0 ARROW ROUTE 71 N � h ti S� W - - - - W - - -G3� - - - - -- - - - - - -- - - - -- -- G3� -- -- M G Jb" 6 � t 4•• 12 I Y + `�+ �-_` ---- 4+� 4 - -Cl42 4 4 45 I 46 47 48 — -- 0 - - a 5 0 -on N - - ! 0 -T - - - - - - ---- - NCD '� r - 6 a"-- - - - - -- - -- - - --- -- �" - -- - - - T T Ww �a" - ---- - -- — --T - --- --- - �' -- ----- w ��" • - -- i _. - - — --- - --. - --- ----- - w Bi" — - -- - -- --- r w�" I W T W h CONSTRUCTION NOTES W �► W v - _ 41 W K 11, 22' 22 11' u . t'- kof Jlll O ; m J � 33 33' u_0 o �Q�LO OS IAISTALL Ig" R.C.P. STORM DRAIN. IJ 3 3 z <} U. v o �La Lo =C o f o v ti ti _ ►, h�F 12 COMSTRllCT A.C. TRENCII REPAIR PER CITY STD. NO. 312 . W I �° uJ OAKWOOD PLACE Z Ilk h Z J O h�F'cn j + v a 13 CONGTRUCT 3UMCTION STRl1CTl1RE "A" PER CITY STD. NO. 509. � lC� U o N�ro`v[ h �44 'u o ti Z ° p ` �03v' K0�� V h ` .. a M ►, owoc� 14 CONSTRllCT CATCH BASIN N0.9 PER L.A.C.F.C.D. STD. DWG. UO. 2-D411 ►� �. N o t �Z vr,zQ DESCRIPTION OF REVISION DATE CITY ` kWo� (W= 4', 19" b=IS" ) CV AS SNOWu Ou PLAAI?. c 0 b �' ►. Ql5 b"Cj Y �0 APPROVED LOCAL DEPRESSION NO.4 PER L.A.C.F.C•D. STD. DWG. N0. 2-D415 TO BE Q Q o 8 o ma �" CITY OF RANCHO CUCAMONGA J /4 /5 COUSTRl1CTED PER STREET IMPROVEMENT PLAIJS. W STORM DRAIN PLAN PLAN AND PROFILE /5 ARROW ROUTE CURVE DATA P.M. 12959-1 BENCM MARK APPROVED BY: DATE 1—e c sM No. 122 CITY ENGINEE RC.E. NO.24053 O A= 2(007'S1" is r DESIGN RECOMMENDED W ' . z33�'^ CNIZ. "Q" N.E.C. CONCRETE VAULT FR01�1T OF �\/J� IM MACK ENGINEERING CrIF BCL 14 2890 INLAND nlPIRX BLVD., SIE. 100 F 3 ° ' AB1T1B1 PLANT. 50. SIDE ARROW ROUTE, WEST �`/�, ONTARIO, CALIFORNIA 91784 ib 45.ro' (714) 948-9820 FAX (714) 946-3823 r OF ROCHESTER. LOCATED AT STA. 55-89; 33' DRAWN SHEET L-- 20.5 Z' 11i" 5011 T 11 0 F t 6 -f, 10.44' 4T£�Y�L o `fof ELEV. II(o4.409 GDB t... 6 \_ CHECKED TDUTHY P. M121MmX R.CE. 33340 E. 30 6- -94) . DRAWING NO Ll -- - G�( DATE 10.6' -/Z/7,Z D 9"y FnF w. `V OF 20 MME 89054 -- C�/ Miw