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HomeMy WebLinkAbout767-D BENCH MARK 10 6' B ELEVATION: 1204.105 `PK.' 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E N C I A CC)URT FOOT H I LL BOULEVARD W Imo' i-zV Cr AFTER PP.V {QE3 PEF-K 5T17 40-7 . 1 ? a .o$ Lo-== 450 00' 00" I �X L + R 45.00' Lu(L. .p. COW `o 35.34 -T= t G4 j , 1<1 / E_ a --- E Ex IST. 24" R-C.P = REF. PLAN NO. G4'9 �c1Y Ei� o4.ORP 12C�"� c 04.45 'w =—-+--_ �� _ ,- -- —.� � — � /7 d ✓ — LJ / �. T P � 3C� n, G• N4r1'*vl'O-1"1= -T 1 Qr� M 0 - :Fa - O r� �411 A' /� /'�Q �:............. _.._._....._.._.,,,-....,.__ _ _._..._._...............__..._......._.!..._..,,........ .. ��+�� ' _ _ I.Y.V VV 1/ .. _. _ _ ......,_ .-_.._ ...,. ..._ .._ _.,.,.,...... .. _ ...._ _..., ". ._e ._ _...... ._ .... _.. _ ._ __......._. ,_... _.. ._-.. ...___............,,_ _ _.........___._..... ..__......_......... W n �j 1. K�' d�p� t �` Q 41, el r� , t v t tet'/ I ?O 00 RAMONA /' r>.✓�C " . 7Q N/vV J�, /✓ a f� y / t� '^ C 0 u) �i "' ' EXISTING R(W / r}'E d j fir? r,� � �` ,�i` � Ali v✓ 4 j'° (� - �� r� � W rr ..... _... ._. Q' < ...... .I pit . Lul / '112> Ur j� � ELECTRICAL LINE . . • UN DERE FLOU N L� ; ` � r `� �Z I �`` I- j J{ ��� L EMSTINe R/W IJl 1191 , - �9 0 INLET ' 0 -r -1 -�� -i' 0 ALHAMESRA FOUNDRY C.1. MANHOLE N � N 1 I So' v APPROVED EQUAL . - A-12.54 OR RAMONA AVENUE RIM ELEV. I I I / e.'� 1 ( DESCRIPTION OF REVISIVN DATE APPROVED X r° 5LOPE SHELVES DOWN Z 5, ° a ° 1,4-MWARDS FLOWLu :; ' :;,•� CITY OF RANCHO CUCAMONGA Q�� �� oIa• PREfAST CONC. d' PLAN AND PROFILE a MANHOLE v J DIAALUMINUM STEPS '� I , OFF- SITE LOW-FLOW STOR M URA I N " . Q ' • oPE A3314 AS MA,NU- Q�� _. J RAMONA AVENUE - a . F6CTURED iwAU-IAMeRA �? m FOUNDRY OR APPROVED FROM STA. I -Ir 00 TO S + 00 EQUAL-SPACING tFi" TRACT NO. 11663 CONSTRUCTION NOTES ° o. v v 1 CONST. 0.25' A.C. OVER 0.85�A8. PAVEMENT-. 0 ` — ' ° i I ' DATE EMOVE # REPLACE PAVEMENT PER STD. 312 . , 4 u APPROVED BY p ,rM`1� � Q I CITY ENGINEER R.C.S. NO. L 3 O O J CONST. SEWER MANHOLE PER CCW D STD. DW6 . N COO o ,rM" ' DESIGN RECOMMENDED 18 FOR CLEANOUT PURPOSES .(sE� DETAIL :..Q.:.: __ __ SEWER I TAtVLEY C. MORSE MORTAR I J.CHARCHOL CONSULTING CIVIL ENGINEERS HEREON ) - �. MANHOLE I PLANNING • ENGINEERING • SURVEYING 02C7e Ineert� ���� I DRAWN 1125 eat st°.,to.-a Court 17'143 937-5055 SHEET CONSTRUCT 15 R.C. P. ' •� • a A�e a, , Cal,fcrn,. 92905 4 ° Ix T.M�QUISTON 10 13 ° > PER C.C.W.D. STD, I8 OUT LET DF r \ ? a ° O - d CHECKED R.C.E.NO. 20�9� DRAWING NO. SO CN RETE FaASE Jr '�r�r~ 5'-o" DIA. j r/ / °,� z ...�.I S. MORSE D„T -22-$2 FILE NO. �� BENCHMARK 106 B ELEVATION: 1204.105 613K.0 NAIL IN CENTER OF WINGWALL 15' SOUTH OF END HEADWALL WEST SIDE r 0 OF TURNER AVENUE AND SOUTH SIDE 02 OF FOOTHILL BLVD. . 4 f UJ it _j + f t + 7 J .......... p ........... ............ . ..... . ...... 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Lli .......... ­.............. ...... ........... .............. .......—------ ................................... .......... ............... ------- ............. b/ ..............­.. ..................................... .................... ........ "_ex ;5TiNc, UNDER T-,OUND f=_Lec.TRlca\ 5-;3 CC 0 + \9 4ju 4j ............. DESCRIPTION OF REVISION DATE 1APPROVED RAMONA AVENUE, CITY, OF RANCHO CUCAMONGA PLAN AND PROFILE OFF- SITE LOW-FLOW STORM DP\/-\IN RAMONA AVENUE FR0M STA. 5+00 70 G+`IG eG CONSTRUCTION NO-rES TRACT NO. 116B3 CONS-r. 0_25' A.C. OV F=R O.E351 A 13. PAVE ME-NT. OATE_ gel _r PER 5-T F->- N APPROVED By ;z3k,?7 RF-PLACC- PAVEMEN CITY ENGINEER R.C.E. NO.. -C:, DESIGN RECOMMENDED CONS-T. SEWER MAN HOLE=- PER CCW D S-T 0. Si-ANLEY C. MORSE 15,66. Pror I post-5. 15EF- DETA%IL- OVI-i SHT, 10 J. CHAFtCH0L CONSULTING CIVIL ENC31NEERB C(�r gr,,t3jt\,e - E)VVG. IS FOR CLEANOU-T PUR — PLANNING - ENGINEERING - SURVEYING ""09 C(:)N(ZKeTe (ZAP CCA:aA_-- 7Sr ) Peff 'S�TD- t-40- 51--5- DRAWN -5 E14) St­f.'d (714) 937-5055 SHEET 1p 0�_ _T. MCQU15TON 'A-h... 1 I—OF 13 CHECKED NO. DRAWING NO. S. MORSTE E)-7 L FILE NO.__ lzot cv %p Zlu ZFV- c t Lo P A 611 QQ 11 a3Q z� UZ> -- _ aQL — - l -- _ _ _-. 7_ _ . ____7 _7--,-,'- - _ m -_ _ _ : _ _ rt_ _ __. _ _ ...__. _ _ ._ _ _ _ _ _ .: _ Y - - _ _ --- - - _ - -- - - _ _ - - _ I Is D U _ , __ -- - _ _ _ .. .. .. ,. . ... _ T _ : , Ile 4-J R T - .. _.._._ --- -- -- _ - - - - _..... .-. - _ _ w .......- --..-_ . _- - - -- - -- r - , - - - - . - - _ 1 - _ U O T _ _ __ _ __.-. __ _ _ _ W _ _ __ _ _ �. __-- ___ _. __m __ __ _-.. __- __._. ___ __ _ ____ ___- _ _ ____. __ ___ ___ _ _ _..-,_, _ ----- - - -_ _ _ : _ _.... ---_. _......_.. .. ....... ... .. ._ _ e fi - • _.._._ ........... ...._.. .......... ........ .... . . .......- . ....._ _.. ... .___.. ._..-.. - _ ._._ _ .. . 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IaF • UJ 3f 4 ` Q GUTTGR � b+82.01 '.(�"'� -•-�• ,SCJ �� - \ (�,� R,• � � � lo"C�_ U GUTTER ti I SEE SHEET NO. 3 (PRIVATE STREETS) PRIVATE PUBLIC -TAFFORD WA�f16+-18.43 N\D� 8p+_s1'O-1"E S, 0 _- _ S` ^� FLO3 F� W CATCH BASIN N0.3 PERIMETER WROLS6V-AT IRON- FENCE 3 ,� GUTTER ' —= �; �y �• \ 0 Z L=IO' V = 6�a' PER LANDSCAPE PLAN ryp`Q Z J 5i © _-- 811W. q s9� :. c to".G9s t N� Q • Q `� .6 GUTTER U. p +714-24- -3 714.24 ,{ � `�� i3 Ft- FACE OF CUR �� _ 0"mc, 12 /� Gu rT ER _ — — —� m / ��' DETA I L 'A' S REED STA. SEE PROFILE 1G 8E R m GUTT>= ABOVE R16H-T -� aemave repr�with Gcatch >3aS'in No• O� G•F. \�, �-1 A�1 \ madifled Qer�+etall above Ie�+•. 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I 2.5� -� -- G+78--48 �l CONSTRUCT CATCH 15AS1N N0.3PERST�. 5Q4.(L=10') -� •'�� ._ _� , � —�-- n.�pQ � � A o° \ t R of�O N A; qg CONSTRUCT C-C LU 1�1 17S. LI N I NC-s PER DETAILS HEREON. m ti�oQ Al RAMONA —CONS-T RUGT CU`'i•-OFF WALL SEER DE-T AI L HEREON. .52 s` CONSTRUCT CATCH BASIN NO.1 PER STD. 150rZ, p,L MODIFIED PER DETAIL HsREON. 30°R•G•P o�si EE SHEET NO. I 1CATCH eA5l W N0,3(\N 6T)F5R 5TO-.4, �Cl.=l5) PBR DEvVLt Mr,-ON / 1 U=1000 S dde �a ch a In 3(vie cur ou a ,ca c 5tn(�10�1 _mod, ie �sa"►�•c•P� ,Hrz1 +w R. per tc,I4g G�z�'aL CITY OF RANCHO CUCAMONGA APPROVE DATE 9- 2-pp3Q�z 6 I T C H Q,Ag 47 30 R.C.P. BENCH MARK N O. 1-10 �TO-7 ' CITY ENGINEER R.C.E. NO. Z•3c�C�9 Cw�ST OF{Sg CATCH $AS ELEVATION: 1 204.105 p�IN, WLY PI1� C.�.l�N�1lER INsrALL�7, //- d "� R ID�NTICAt- vimtNSIONEV C.0,wsvu ev r'-'v PER PIAN YI{�I PLAN AND PROFILE DESIGN S ANLEY C. MORSE RECOMMENDED `' �• _ "PK." NAIL IN CENTER OF WINGWALL 15' 8C�3• ��� $TOR M DRAIN CONBULTINO CIVIL ENGINEERS C NO SOUTH OF END HEADWALL WEST SIDE J.CNARCI-aOL PLANNING • ENGINEERING • SURVEYING �n ineerCn x 3� RETENTION As , N DRAWN '1123 est Stanford Court (7'14) 937-5055 SHEET OF TURNER AVENUE AND SOUTH SIDE An California 92805 EV, IZ 31 OS OF FOOTHILL BLVD. STREET IMPROVEMENT PLANS �"• M�QUISTON ��, DF 13 CHECKED C.E.NO. ZOrJ��O ORAWINO NO. TRACT NO. 11663 �� c CAO �a J.CHARCH O L rc Of � DESCRIPTION OF REVISI IV DATE APPROVE DATE ��C���dl'CsL—. FILE NO. � ��