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HomeMy WebLinkAboutRc St Improve Plans 847/9 Thru 847/14 847/9 847/10 847/11 847/12 847/13 847/141110I2 RG St Improve ; Plant 84f 9 S47/ 4 " t ,} '1�,4 f/ 14 ! s 0 , 1 I . t t# t tE Al MARK:BENCH �BENCH MARK rtt CFIZ „0, WEST CURB RETURN N. WCORNER HILLSIDE ROAD . . . , i { _ r 1 } 1 t t ) ! r t AND HILLSIDE COVE, ELEV. j.883, 0$6 I • t ' I } : _ A _ I : S.Op�B r I I 2 f 60 � f � iD'c�L.�,1r! � �.ey-�� ,%` 5gDD¢ —12190 NJ s 9 5 : L � '� m N n C.B. •#'/O" t ;X �I .�ici�n�'o.3c�s 2160 �Q _-o.r�'z fin, . . . , . . . . ,-_121-70 2200— " 0_. Ws: �ri �. a � ° y, t ICd.•f/9'i.: 2�3. �3'G:'F• �.",�Ci' a �0 n �. w ��rWr n� I N �ue.r %7 21267 C. N GGw9l." 9e•/3G,F. •/4,Wo v SCALE goofs. HORIz. 1"=40' vL1�r; 1���8' LINE 11311 LINE "A" , PRIVATEIDRAIAI- _. _. _ _ . II. L - _ _ _ - . _6r,57.P117M SpT7G'W}cw"mx 5E6 PLAN POAJM -LFa=T - - A 0 I 2 3 PG51 �\ WJ�. 5 °CAI i 7 8 0 C O R4'S1�1' 62 g � I PL A AY CONSTRUCTION NOTES _& QUANTITIES CONST18" R.C.P ;p� . 63� q 64 65 �/ CONST. 24" R.C.P: ¢55 L.F. (a,'/5.75 S.G, C a Y rA` 5G',9GE•' lv /CONST. 27" R. C.P. Z.F. n W 4� — CONST. GOh R.C.P. 2f L.F. CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. 1`0. 502, NO. 1 (W & V AS SHOWN) . 6 E= CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA p ,V \ /10)1 STD. DWG. NO. 503, NO. 2 (!V & V AS SHOWty). .3 EA. � CONST. CATCH BASIN PER CITY OF RANCHO CUCA 4ONGA STD. DW. . NO. 504, NO. 3 (W & V AS SH' ,V). 5 EA�I�h 1 1 5 I II � I' --- CONST. JUIJCTION STRUCTURE PER CITY OF RANCHO ,I,,)� I U -�_ �BNC y�y CUCAMONGA STD. DWG. NO. 509 "B" 3 EA. / D p t _ �9 — CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA O- / N ll� STD. DWG. NO. 310. 7 EA. CONST. MANHOLE "B" PER CITY OF RANG, iO CUCAMONGA L v ' O !'•B_•D' V� W ��,�'7. ' I ` ' \ \ p1I X� �•1. I I `4. 4 e /�/ { I STD. DWG. NO. 511./ Ea1: CoN57C.•P is7 1_rL/VE SEg CO15r r1vz_ ov ''T. /o. f e Il -- REMOVE EXISTING CATCH BASIN I CA. RE REMOVE 12REMOVE ISTL. F. GOFI24 "TE VGDMTp. 5EE I2 LF.FLAtJ 16 REMOVE EXIST. HEADWALL. 1 EA. CON.ST. 21" R.C.F. t \ GON5X GONGR,476 6NER6V r_le5I,RA7'0R W?/J /N4ET BOX PER— EA. ;••, ,, \ / I I k G/TY O� RI"CWZV G&CAAf_ON6A 5T47. OWG• A/C7 01a U5/1v6 Y! i /S/ 24°P/PE 01A, 065/6N. —69N97 P•C.C: V-DITCH r:FR CcFMI/ SHEET /O a, 14, — -00-3 L.F. !• !-• _ q I Eq��,y� t �T V �' WITY ©X 1D R/P-RA/? 'i I� ,9CCES� EASENIE �! � TO Tiy6C/TYGF�i-•(/G'f/� I � CUC`/.r9ar�6.9 0 Q AR.AMIE DRIVE 14 ° 13 12 11 10 1 EXIST G//06 4l FL.P 7R. No. N �' M-0 /9, PGSOvfW i.' 3¢- I A= - I ti h C/.r/E ' � •' SE.� d - �i o /7wl DESCRIPTI ON of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA O 9 N9/'G.?tN F 4 TRAC'f Nam• 116 2 6 _ !v kAo. SE i ^'�• .5o'w STORM DRAIN PLAN O aa. xOEN /NL6r M N Et'/9T. r/� ; E'ACT BOUC/O4 ey a ~� -� _,_T L 1 -. Gb H3�[3E6. LARAIIIE DRIVE 1 !,, SEE5NT50F6 cu�/6oF --1 :t �°� ! -~ I I - APPROVED BY DATE / Se GTY ENGINEER RC>E.No 238$9 7 • +' : , l �',,: DESIGN M DOLE AND ASSOMATES, INC. h / t R COf�(M DED 'S/ 0 I + � I � • ` '' I ,�?,6, OF SAN BERNARDINO COUNTY •�obs• ��� , CONSULTIN3 CIVIL ENGINEERING ' \ }%: ° v� �i /Z "iY//ter/ G'GE./ Ei?�/G'E �+ETrC/� rE , + DRAWN ANl? LAND PLANNING SHrET EX,'Sr. l0 R/iLLL-F.QS�h� • N �� j (� �p 545 N. Mountain Suite 105 foe? laeea/NaGE.an'v `�: ,•�U/� i%� //� F/vlUfl PEP/NSTf' 1 �I �� I➢'. ', ,, ,, OF fT lIEGOkLl�O MdY/;/977 :�` �j $ ' 3a p>r'S: UPLgqNO CA'. e6 PHONE 14s ' �,, CHECKED -' " �¢B� DRAMNG No. /v`aK,/7sP�7r� —y: co) c5rt/ pp E/2 e FILENo847 f/3-7725 0 A R L • O 2'37'5r""" !/63•c."J' �,3.¢2' _T 26.7/f G 314Z// /3// 187.00, /O?..33� r2.4,y 00 !2.l6 ' 6, 09 r ` -;L 0 • .. o ' ' `} • ' J„/.{' P •, .. ±• I .. •M rT T .ei { • _ . • ��. 1 \ e - ➢ i ms• / , t tB CH EN • , { MARK: BENCH MARK it 70 • . _ i t t r n RETURN �� 3HT2, ❑ WEST CURB r • , HILLSIDE ROAD _ 2 , - - - T T T T r AND CODE, N - ELEV. 1883. 086 - , , a 8 Ir 1 uI + .i i , v WATER. - v • EAGE_ - - - T t� , f t V 1 c - \ I i� E: u: L, tm , qaA o - m I m :N , • : , , , - • : i f: A�E? N T, , • r ; .��. t m z` 1 ! h c� ' } , , • i r — t , t _ , W G ) _ i r , - 2070 _ r T : : � G N h - - - T� t _ s L 0 N - - 'm T �J _ CON�T, %JE � t � , N r P E cl/ E3 O W _1 TLW i � N •� N � o m � • , , , , i - N N-'a hl mN , r . 0 �h 0� pE _ Ir . , a `t, 9,9,3 •f • , r ; : : _ , -✓ G. - X/ - 7 , '3G 3• •G.G 2/ �•OR, , r r t T — I /O : + , , - N O/.AOG.�.27. Fr. J4 .5•T.. � _ l 5T• , Go 5 , — . r - - ✓ �i250-o �;�LINE .F _�i : / .. : 5T NEAR/ RAP - • O 5 .55G. Z.4 /S.G. _ Q/D SS•8' � 1 G N 7 4 F• P• _ inl5 #� j ; ; 0.Y G• 4PMiN. "MAX. G 5 1 r O/ GE T 3 3 a P � T 60 i : : , /f" l PlH LINE, - SCALE - - - - • - - - - - - - crrP..> �/o-xo• y. �T P /VQ E S'O d> ,y' VI EAlM � ! _ - r .2 SE, �Ys1 ,G•� ,f3d17D, T t :5 t _31'q 3 , _ c : , • : : r : 1 i - — 6 3 0 --- -- •� 2 .6. � oo � 9 S 5 4 c"p o� y �p3aa il 2. /O G,/- CQi 5=0,066/ 5S L•f 5=O•g768 42.cOL.F 7ooLf, tI CON57 /57 L• g2"cA?•/'. Q/o' 99.7 c-fs• Q FOR OV,ERFGOW P•C,C. Y-D/TGH i ( / O9A/NLI6-B - SEE BERYLSTREE I �, 5'€E 5117 /ZDF/ter 5' CArcW 34511V sr-crio/v e �o,K/ 5EE 5r 'T/l DF/¢ /�/D. 1 II I v `i E - J.4' EQUEST2/9//EFl3chlF- f/% , 0',I vzoe SEWER EAS�McNT I ^ 9 �1 N I /NA7CN L/N� //' �2' 2Z' /5' I �� � I I 1Zp. ♦ Q O N LOCAL �•,` 0 o TRACT NO. 11 ,,D1,��Lill oE�Ess,�, ►.., . ---- 9f¢7•75 Ec I 5 /�' Cti L/NE N I H v \ I 7 78 79 80 �, ro 81 82 p v m �.! 77 ° , I .G. 45' y I \N 1 1 Ne _ 3G h 0 q -_ SQoa o0 4�p �\ 11 I N 45°b3'21°kr/ N I t /N5TAGG 5We I, . �� r5EE aOr-mE q eo yE R/GHT� I G' G- ¢ O \ ,I 4 N1/ / 0Y4FRFLaw DG444' � - 3 ` 41 IB IB 4 Log)h - r-- - o SEE SNT• to aF..a 9 I — .e T 3 0-1 'WitTE.7G/NE 5 -- g — — -- -- ` �'. ✓C l� // I �`� � -T H - I n G:xr 1/0-10 WWN% I l IZ ` I µ £� p�,. SEEd'oY6T,2lf/T J 1 \ / • . C. V - DI TCTT 'S7/Al % 3 c:.ONSTRUCTION 'NOTES m �N G II m 0— CONST. 18" R•C.P, DESCRIPTION of REVISION -- — CONST. 2411 R.C.P. GATE APPROVE \� a--CONST. 27" R.C.P. �DRSTPUCTIS' DE aMCNpI \�••-� PaRTI+EHGH .ITH SLOPING LI�-+�B DC.ALL;,' I I I a� F.—TPEHEH `MiDTN-� 5 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA C A I Y o f 1' \ A 1\ V H O C, t/ , M a N GA STD. DWG. NO. 502„ NO. 1 (W & V AS SHOWN).. 6�----CONST. CATCH BASIN PER CITY RANCHO - IONGA TRACT NOo 11626 STREET STD, DWG. N0. AI & O NO. 2 (W V AS SHOWN)WN) ALMOND 07 -- CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 504, NO. 3 (11 & V AS SHOWN). STORM DRAIN PLAN $a -- CONST. JUNCTION STRUCTURE PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 509 "B". !- CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA SECTION STD. DWG. No. 510. ALMOND STREET BERYL SiREE'1' 10 CONST. MANHOLE "B° PER CITY OF RANCHO CUCAMONGA ,-� 24 • '12•TNIDHLL C4t5T O Z� R L T A 90W' 42" 90.00' 4401, Z4.59' B3 29157'35" 90.00, ¢70,61 2408' 89°35'07" 45.00' 70.361 44168' 45. oo' S3.65' 30. 4G' JP 45,00' /G. B/' 5.50' STD. DWG. NO. 511. l! C'oNo g2"c.na.F /6 APPROVED UT *�^' DATE/-30-afo CITY €NGINEE RCE No 23839' /3FMov--'5x/sT C'ATcrt'AS/N• `�� ,RE,n4pvE OM/5T, Gdf417Z— '�/7Gtt. -Ep10v5 x/5j. /2'- L.f• C� �. G Al.P _ DESIGN B. M DGLEACIDASSOCIATES ING. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING R MMIENDED 1'- CIS-; �•j Q� _ A COHOME PIPE AH."S - _ SErTION A -A K=SI � mil^ jZEMOVE �Xlyj ttbf+OW/`rL1 DRAWN , AND LAND Ave.,ute 1 I5 N.'.Mlpunt be., Suite 105 SHEET /0 IA I- PIPE AHCHtAS REaDP1ED w ALL MOPES DP 3o OR STEEPER, x— At-L'nEll.roec�a arc_ vIALL ee nweeR + Gum. •E.S W.ES! DTHEA.;X SPEWIED. /7 �/,15T 2/ "R•C•P tic �Y!,.y�R b T L OJ T /✓- .S'19 %9i/�/ !, / T _�� PS. - - UPLAND CALIFORNiA91786 AL PHONE'(714)985.9529 OF S ALL eE a IHCBES 4- wO,ETf S L BE CLASS •S•.a1 BETTER.. 12. -- T F! ri��s! OO / `ET•Fi l�// Y!q'/•+`"ll`'/ / % ` CHECKED - FICE No 7¢B/ DRAWING NO. 3-•+GTTD BE USED ar CDNHECTIM PI TES.^< 19 rW/5 .5FIEE7, C�NST. P•C:C. V-D/TCY '-OR v TA/G , DA /2 G �3 FILE Now nzs $4 i t COIKCFZETE l�//�E PcNC1IOf{ DEr/t/L /z T NG - REDUCED PLANS v l 2 3 IRIIITIIrTII!Iu IT 3 INCHES, ON ORIGINAL PLAN-11 Alk P k I/ 3QX REDUCED PLANS 3 INCHES ON Oi21ti1Rl 'LAN H u l i N► td. I{ I I { k ) t 'BENCH Tri : i , x BENCH MAR 70 CHIZ. ❑ WEST CURB RETURN, {j} i W. CO"ER CO ER HILL IDE ROAD , G 1 IL S AND COVE. i HILLSIDE DE �. I { � 2 1 1 f t { t 2 t I •.. , , , t ; , I t t i i `tj; � •1' Ez,EV. 1883.086 { I i N i , { 2 . , V • I • F,r'.vA''S �i �1 � i 1 '� i r,• Cl �f 2 IN Al I t D \ h4 rtj t , k i \ pp t .5 t W Y '\ { �1 •i k i h f ' \9 I � �m : Y , r \\ i \ 0 t 1 - wqr ti• D D Srf,� act- o r / 2tsw.� D 3• , yV u�. (2W• 5 v, ry:1oL—`-�-- _--LGVi R '— - - - - - , N yv9rE W.9TZ-,E;a Sv f l p�, ✓' a ;0i C �1 SU C 2fi9C G3 a' m h. N i21c o— , N 2100— J o -2170— ` 3—'2170— j N —z17 4 i0.11 ✓o, -z' G. F i N Y',• N ' N 2 .�R r25o N i 1 Cori R �� W cL-fc 4c1�zso 4 4 0S � ro { m� 080= SCALE LI Nli fl Ell. LINE LINE K , HORIZ. I"=40" t : p I 3 PL All 4 5 6 O 0 1 p Y� CONSTRUCTION NOTES ]IIIII011111111111— la- — CONST. 18" R.C.P. s�c .l "q C2J--- CONST 24" R.C.P. .mow. • F � S a— CONST. 27" R.C.P. �— CONST.. 30" R.C.P. STD. DWG. NO. B502, NOR 1I(W 06,VRASCSHOWN)AMONGA CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA ALMOND STREET i "—/J� i �e STD. DWG. NO. 503, NO. 2 (W & V AS SHOWN) . CONST. CATCH B2,3TY PER CITY OF RANCHO CUCAMONCA. 4 �1 %. �2- STD. DWG. NO. 504, NO. 3 (W & V AS SHOWN) . CUCAMONGANCTION STE . DWG. STRUCTURE 5099ERB" . OF RANCHO /Z' %•`%' i19' /Z U I 4 /�� J CONST: •lANHO7,E "A"' PER CITY OF RANCHO C'JCAMONGA N DD I STD. DWG. NO, 510. p ^911 cuQB&C 7TE,F I, h 1 1 PcR GQ 10/NG PL 4NS \,\ IQ CONST. MAN;i�:LE "B" PER CITY OF i PNICHO CUCAMONGA �II I ppSTD. DWG. NO. 511. III L%f/E :� -A'47'/4 4771✓ 2.33'-"i I tU I J CONST, RIPRAP ENERGY DISSIPATOR PER CITY OF W ..1D RANCHO CUCAMONGA STD. DWG. NO. 517. �32 f / /1/ IS COAST. HEAD WALl, (SIZE AS SHOWN ON PLAN): 029,2 3cfs ! I ofz�z4 ENo �CO 3 1 I J21 I i .✓Ode '3�2/'yt/ -- ��% <97 B.F. '6' r�'G' P 1 ` 0,-/2.00 iNr. — -- _ ©,LO 'LASS 229 2 Sa -: /NA/N L/NE e r o 3 I I ` 2o'�v� o,�a•r��a��� AID �� � ;� � � - _ Ili ,1 413 RI 00 :. :• 3 1 I �1 A=47'1*'2G" �� D� i9 0 42 41 Il i 0 G= 5:30 8 m v I/// � REY/S�LJ/af/v,QrJ,fJE05'Tk'EE ''t/git1E.5•A 30x REDUCED PLANS 0 I 2 3 r-3 INCHES ON ORIGINAL PLANA CURVE DA'T'A O a R �� L T - 1 �d� -- LINE 99D99 V sEcTr��t/ c -c A& 5'cdie r GESCRIPTI ON of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA TRACT NOS 11626 STORM DR&IN PLAN LINE "D" FROM ALMOND STREET TO REALES STREET APPROVED 8Y DATE GTY ENGINEE0 - �� RCE No 23889 DESIGN MAPOLE AND ASSOCIATES, INC. RE ENDED ,0.25, OF SAN SERNARDINO COUNTY t3ob r . CONSULTING CIVIL UNGINEERING DRAWN AND LANs? PLANNING, SPt,ET 545N, Mountain Ave., Suite I05 �� _ OF �� UPLAND CALIFORNIA91786 PHONE' 71 )986.9629 cHE(:KEo RCE No/`' DRAWING NO. OA E , 2 4 FILE hr i3-r. 847 ZJ x 3ox REDUCED PLANS 0 1 2. k3 INOHES ON ORIGINAL PLANA 30 X REDUCED PLANS O Ltt L�tLiA!rr+ 12 (It It 3 kINCHES ON ORIGINAL PLAN s Al I w