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HomeMy WebLinkAbout862-D BENCH MARK: N0. 1 8-B ELEV.- 12 0 5.2 2 4 IN THE NORTHEAST CORNER OF THE INTERSECTION 1 OF HELLMAN AVENUE AND FOOTHILL BOULEVARD, 2� S gG/ GL/,rey 13 FEET EAST OF THE CENTERLINE OF HELLMAN AVE. 50' WO CENTERLINE OF FOOTHILL, A PIN AND SURVEYORS TAG IN THE TOP OF CURB AT THE ° 1 ' SOUTHEAST CORNER OF A FLOOD CONTROL CHANNEL _. ,. 4. y , , - SIG's ALK s <. a 40 8. y e c q 6 1 -a t + I1 c�Re. 1 II QN N ;VA OF KCAL L' 4 b 15457 5/DE OF d CAIANNEL °' N. T • �4 - I 1 . • 1210 54 RC./! y I� Ol/�ip 57bR'M ZZgA/�t/ � , � � b ,d (4vi �, x o SECTION G -� TA Ti�E �EA�i /,�L L N r.�� y - ,�E,e C,&7R- A/V5 57,0. PLAN /c/D. 0 89 �V ;� -�- '' �t/. 7-9. 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Bf02.97ST. . .0 .Moro / /N CONI. 5'o.C, ( Q--CONSTRUCT SPECIAL JUNCTION STRUCTURE PER DETAIL A SHEET 3 OF 6. FOOTHILL BLVD. I ` M'" PIZ 0 ¢ 1 2'MAX. e • I_ • V Z3 CONSTRUCT MANHOLE SHAFT PER CITY OF RANCHO CUCAMONGA + NDO°44GE i SEE DE7�!/L ;4 2 c R No�ib ` - _ $M� S • • I ' - SHEET f iSEE OR,47t23 �/ hy °ET°" STD. DRAWING N0. 512. ORA/N Ee M.N.#1 v= ' ' � � u Z4 CONSTRUCT CATCH BASIN NO. 1 PER CITY OF RANCHO CUCAMONGA �+ 14feo ?,o 5.0. /91/3.29 s.a- 2$ v Aeves z„ _ ,• 62 STD. DRAWING NO. 502. W = 7' t3t9d.uo s.r 5U. p i v Q cc 1, � • . 1 �- . T 5- •52e w• r +4 25 CONSTRUCT 54" R.C.P.," �,.� 1 p D-LOAD AS SHOWN. W ww � ? � ( _ d . = .SSSO. 2G CONSTR?UCT MANHOLE 'A' PER CITY OF RANCHO CUCAMONGA STD. kv Z SW SA SEE DETA/L 'o UTLET P UCAMONGA STDDRAWING NO 51 0 L 0�1 I AS N// 2.00 27 CONSTRUCT CURB 0 ER CITY OF RANCHO C" tt .i ' 4!/5•e �C . E E7-0 5�9 / L _ ( " DRAWING NO. 506 AND DETAIL B . SHEET 3 Or 6. t34 39 S.D. � /3f� 92 go \; , rod o" f`5e/2" - - =' \ 28 CONSTRUCT 8'x 3' R.C.B. t9-CR OETAIL 'A '. SHEET 3 OF ro- NOTE INNERS N 5:O"2. O C r� CUTOFF WALL �V QETd/L ' � J � 5 -Q" S@/5" PLACE 'A"LIARS @ � WsJLLr 't r' "v SEE SECT/On/ J•J I �, '� "r � � � ' � \ 29 CONSTRUCT OUTLET FOR 54 STORM DRAIN PER DETAILr Q {� , � y 1 (TYP, M 4R LESS #- \c_ _ !1189.oo sT. @ -CONSTRUCT JUNCTION STRUCTURE PER CITY OF RANCHO CUCAMONGA Nz L Tg L I-i Lt-J L �i -f- rt- A s8939oG SECTION B- B :•t i L _I l f � = 9000' NTS - fX/5T/NG � � //92 // ' DRAWING N0. 508. + - -- + - fT =40.85, e- OZOC� weL� �: p � \ 3/ CONSTRUCT SPECIAL JUNCTION STRUCTURE PER DETAILS SHEET 4 OF 6. 32 CONSTRUCT CHANNEL AS NOTED "� ' T - B9 4 _. _.�� 4 r '� ci L �1 y W �' All" \ 3CONSTRUCT 14YZ "x /9%"OR,4/N DOX PER 9ROOK5 PROQiICTS ORW6. 4- -t , i t r �"1 ! I(f I r � y .#, -`� D Cie. ,qrQ g4,Q \ G 18200 5T. /1/O. 74/, ORA/n/ 60X ND. Sri ANO OETA/L C ' HEREON.L • -r f- --r -+ r �L� f- -r -� L -r- 4 :. 1 ' 1 r �� 1 z 7ZAIROR,4RY +�'4 *AeL- -j L- -4 If- -j L- -A �- '4- IV -�- E� �' �t p �' W /M/�RO VEME/VTS �<rYP)c.iltLi Ir 33 SEE DET,41L 'C" B• \ Go75.40 CTrrw. ^ x � SECTION E-E DETAIL ' B' `tl /2' � N.r.s. N.r. S.ri � -Ato' �'� 3 `< �� 3 _ EX/STC.B.w= 1�5' +1� , oREI 1/� EX%5T. REMOVE EX/ST/A1G : PATEr.w 8 O BrZVLINEAOWGLL AA10 DESCRIPTION OF REVISIONB c6wc, STRA/GNTEN STEEL- a 7Ew� JD/NT TOCITY OF RANCHO CUCAMONGA 8L OC.e ; , ,'; s. �3FG. 54' R.C.P.+�469/Co"%a¢` 8=0 LONG a"CQNGDDRA/N P/7111 /,vro CONC O,rA/N r - _ -F_X/5T.4"COAL. ZMA tf _ >E EX. 3x 3' BOXO,TCi/ -r--�� r � � ....� 3 X3',E'G.B. 15134.39I T RM RAN PLAN ,�¢�,�% I S 0 D Isy ;.° LW'" - " ` •% " n22 FOR i/oR/z. ., M/N. _ END 54" R.c.P.SEE OETA/L B�,� FIYAL[ FOOTHILL B0ULEVARD J :1#10 % EN ;• Jfa5. OWAW ,� AoE - - .-, , ¢ �,� D R-83-2r 01CU,ea RACE 1A lE / �G"o.G.3 x¢ r• 7I ��q2• afB2.00 sT �1 f9ATGH EXisr i� �. <ryi-) /fpr OVE1) BYp/;tE -co�vT. . °' , .SECT/On/ AT CUTORF iv.4LL L O I 1 T I � hCITY ENCIh;EER R.C.E. N0. 23J8 � 1 r -•J: ./ - +- 3�x � _ ' <„ FIJnCiO� 601 N. PARKCENTER DR. �`r- 4 h r e t,t f+ KEY JD C NJ �' + a J. F WILLIAMS SMffAUITE ,ANA, CA s2io5 SECTION J - J0 4 ` `� l -0z=oN.rS. I i 94dAP (It4) a38-4455 ¢:o" I ,j DETAl o A UNDGF;EN<ryP) ^ & SHORTA/. T S. 8GCif%iL ENGINFERS / LAND SURVEYORS 3 �I - I REF. - CALTR.4A1S DWG. NO. 080 r D83 SECTION D- D [ - -- _.G G €�-�e�� ,/4x i R.C.E. N0. N.T.S. P. L. DATE 1-04f RLE N0. 862 BENCH MARK: N0. 18-B ELEV.- 1205.224 IN THE NORTHEAST CORNER OF THE INTERSECTION OF HELLMAN AVENUE AND FOOTHILL BOULEVARD, 13 FEET EAST OF THE CENTERLINE OF HELLMAN t AVE. 50' WO CENTERLINE OF FOOTHILL, A PIN AND SURVEYORS TAG IN THE TOP OF CURB AT THE ..�. _. _ SOUTHEAST CORNER OF A FLOOD CONTROL CHANNEL t t 3 e , ,- a <- s i " w < + i i • t e a t < i a _ i s 5 0 e , d s e t s i a , , < b < , g < < g F < , • 4 4 f 4 a j t 4 i < > t < . o A- } i § x i t ! , < s 4- a , J a i < i k n i h t o i ) i - a f i a i x 1210 #210 1210 _ V �/ AIA Q i i , d .. - .. .. ,. , 0 5 x - 0 ovrr 4 M R / � < e , ; • . x < � _ P 1 1 3 1� i ci < < Grp � yJ � f � s � t � � b' c 1 b � G < £ , < i 2 1200-- ! �b . _ #200 -- 'mss �� �d,�pa� ;�, —� 1200 hL. 0 1 rl t Qts; 6/c!'s O 1M�' S• i LLj , x : 1 , E : < , E g A� A0 �� Z 1 • > 1190 L �. Q f 1190 , t� ',, # 190 m ,,, # cV R► V V oN d a N E �-" oT 4t 57. !i3 L 54 , P @ S 000G - > c.R5 783 PROFILE • HORIZ. I"-40' i , ., T z4 41 VERT F { e < PLAN A, 20+00 19+00 18+00 17+00 16+00 Af 4 4 ti � CONSTRUCTION NOTES 30 R.C.P- � P' a 2/ CONSTRUCT 18" R.C.P., D-LOAD AS SHOWN. I I a. ��• O?? '- CONSTRUCT SPECIAL JUNCTION STRUCTURE PER DETAIL "A" SHEET 3 OF 6. Z3 II ?3 CONSTRUCT MANHOLE SHAFT PER CITY OF RANCHO CUCAMONGA I 1 ti'ao' Fo0rH_/L L _BOULE VA RD s� STD. DRAWING NO. 512. ,�¢�� y0 .e= 22.so' � t4 CONSTRUCT CATCH BASIN NO. 1 PER CITY OF RANCHO CUCAMONGA ¢� fi q -/Z&�' STD. DRAWING NO. 502. W 7' 210 t5 CONSTRUCT 54 R.C.P., D-LOAD AS SHOWN. 040 21 I I �V T= 9.3? �} 0 v Yofs2.a3 2 CONSTRUCT MANHOLE A PER CITY OF RANCHO CUCAMONGA STD. ? Z' / \ ENO P/PE O 2 O a «R, *�¢�/er / X tb Q DRAWING NO. 510. L= 8'-0" MODIFIED AS NOTED. V z7 CONSTRUCT CURB OUTLET PER CITY OF RANCHO CUCAMONGA STD. + DRAWING NO. 506 AND DETAIL 'B'. SHEET 3 OF 6. \� • �- '� �--� �. Imo--� �--� �. ?e CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA !14 P. x X `� �C r r �/YB9°q/'/a"ry m — STD. DRAWING NO. 51 8, CASE B. R / \ &—CONSTRUCT OUTLET FOR 54" STORM DRAIN PER DETAIL � � J--L � � 0' ri 1-- -'- � r T ,� i T -: -� CONSTRUCT JUNCTION STRUCTURE PER CITY OF RANCHO CUkAMONGA *4@ r j 'h L g�P 3 r I �, (� � j _ t i l 1 L r J t� (� ` J W DRAWING NO. 508. \ *4@,8 ' I y�• pk h�. 2 I ' `I `' T 1 i� L J L J T Z 3/ CONSTRUCT SPECIAL JUNCTION STRUCTURE PER DETAILS SHEET 4 OF 6. 3-¢.. bk a O L � r — J - — + X0.1 �1 + _ + _ + r O s I O I (�p CONSTRUCT CHANNEL AS NOTED - Is I - - - + - - + - - + - - , il - - - + SECTION F - F tik , I �� T I fit)Ex/err , 0 , L so",t.c.P r L r' (� � � I L l t L T F j J ` r-r J t 1 r • 1 ( J t 1 r• J L 1 r• J ,' �L L J L -� _ LJ �� YO{57•/3 S.D. ' Li __u F 1+ F O t 5�.GS S.D. R/�E SEE 'HIASc W74/L' rgaoi I M00T AT R/Ga�/T •��a ho y4 /i" _ DESCRIPTION OF REVISION ��Y o ;---- -- - H1"(5e PIPE M DATE APF'�'!'X'E D '♦ — — — — — — 4 7• 7bi� Raw 4— n>Eco ALL VARIABLE INTERSECT/ONS CITY OF RANCHO CUCAMONGA ?"MAX. / I ,SARK/ER 3- N �, •',; _ STORM DRAIN PLAN t7 E O Ro I - y YAR/ABLE 49�" SHEAR P/N I i I O MAX. MAX. FOR �Ox q J. ,BRACE AN6LES < ANGLEy�• I. ° ! ,'v 9R4CE L.tDAaR Rt/A/65 ; " AANAME , FOOTHILL BO U L E:VARD /Z" _0' 0 64L VAN/IED \ /y+ 4NGLE5 APTPR 546,,/CAT/ON. 4V = DR-133- 21 tib MAX. c � o _ " CITY ENGINEER R.C.E. NO. 23889 AKrqOVED BY �xA+� �sff_e Lmr DETA/L� HINGE DETAIL LOCK DETAIL D(.. f SLOE "Ifk"f LADDER RUNG DETAIL AT R/GaT fix.? 601E PARKCENTER DR. PK�C >E C} 0 4 NTS. N.T.S. Arrs. J, F. WIWAMS SANTA'ANA, CA. 9?706 V1 4) $30-4455 GRATE DETAIL &SHORT MODIFIED MANHOLE 'A' NTS. 13.IG. CML ENGINEERS / LAND SURVEYORS _4_ of 6 - T KC.E. NO. 30873 REP. - CdLTRANS OrV6. A47 ,080 r pB3. REr - L•A.C.FC.D. PG.4N AIS 2-D 26/.2 �•� -- D.L. DATE S$¢ FILE NO. 8 6 2