Loading...
HomeMy WebLinkAbout3893-2 r i j l "STA. 11+31.33 i '. _ N , .., ,_ , * CONTRACTOR TO VERIFY PRIOR TO END PIPE I i 2 11 �' ; } , 15 ID80 INV. OF C.B. ;' CONSTRUCTION W : F �'`t _� 1 - .. �-® , } , I ii rs 1 t \ \ ,. r. �, 1...........•m•.. i� Ij UO I Q � ; U I / \ ,•, s 117_1 V _ °,a :, ,,,„,1 +Jj. + { .1,1______,„\_,.\_''' ° s \\,..,/ it \ \ �..y^ © STA. 11+24.63 1fi �ti( �� TC t \ :. .3 ,_.. I I I I � E DETAIL', "B �\ 1 \ Q�- ; c�a0 t EXIST. 8" _ ' `'1,i 1578.77 INV. t TOP OF CURB ‘........2-,,,A.,,,,•,.\\:,,/ ,: • ! 3 II Il.t' I \ \' H -EON `°',._ �\ .• t CO i I j ►:W I ( \ \ \ WATER i ,F 1. Q ! i ? 1 4 ` jj� I -,� •\ --- --- - �° _i li W m ' \ \ 1fi STA. 11+27.97 } GUTTER FLOWLINE di y • } :¢,,F f , . _ . )_ ,_;4.. ). , F1{ r r I I 1 I I CLSTA. 11+22.96 EC 1 I :-- - ,,-.1 I ,r^ t f .� ' I j ► W �� c >\.\\ \ I 12' ADS (N-12) PIP ` 12 ADS (N-12) f' __4...:Z-_ ° _._.-.__..,. __..f___.. _ I ; i �\ `; 11 �� wet \ ; I U PC '.F-T i J 1� d' /-PIPE �. a-=; ° %-' �! �' ` . \ i �w � \ i ;( 0.5' MIN.(TYP,) _!- ` i I ,:T;\, \ m STA. 13+59.74 ECS=0.0050 PER 0.5Mtr 4,4c:4'` „ � --,..:,,,f, ,, r ;. `' EXIST. GAS f' , I _- ' �\ \ \ ►:,� S w p EX'T.LIVE 'H' \\ \ // PLAN •1 12 (TYP.) r r 0.5 MIN. S=PER PLAN C, x :::-•-•,....,),-` TO BE RELOCATED BY ETHERS \` \ ; I \ \ t \ DWG. NO. 3429 .� \ \ •) • EXIST. ELEC., .-TEL. AND CABLE ( ` �� \ 1 I / t SHEET 3 OF 10 \ ! \ / - I °'n g ...TO BE RELOCATED BY OTHERS 1 1, r ! \ } 1 \ \ f 1 \ / e / - I. 1 si '�; ` I I P \ \� / \ 0 / • d VARIES • INV _• e, ; ` ,\\ \ \ r �� STA. 1,�+45.03 PRC \ /if /w (PER PLAN) I �\ \ STA. it+g2.3,1 8 WTR X-ING. • - s ) ala ' ' i, 1 } � � \ 0' \\\\,s. ,I, \.� s �' EXIST. 8" SEWER \ 'a » _. {' _ I \, WA78� \ - i • \ \\\ ° {,s BOT. •OF 12' SD = 1578.36 4 _ 6 • _ •- l _ .�' : .; / }\ i.NE . , / \ ` > \ \ ® TOP OF $ 1574.23 (TYP.) I t ;` \ • t:.1 s' ` �\ SEE PR LE • SHEET 3 r''. V''` ► i g \ \ /irii�a �1 �4 •\\. CItIGu �\ .*. / \ \_ PI40iP. M1A7134 \ f �,,.3 s8 ig ` ._ _, \\. -"'` 4 r...,.C,r"s'. // iii-\✓ \\(- . lg O(1 1 TY`/•�,. .e. . 7 i.,` } d , O Zr .�' .•,.>°4.�» s�'.+� ��+ \\ �/\/V'W rte` r� f , I ' ;'; r 4 r I d �, h f / a\ ( '� \` t-> / SEE PROFILE N SHEET 3 \ \ a ti•-. f, t 83.2 P.E. \$ • �\i �' t \p \\\\ \ -'' 19 \ 92.07 30" SD X-ING. • •I ' `' •t •STA. SFO+05.98 » �`\ a _ CLASS "B" CONCRETE d I �. •• `�! T./ ti E PIPE ./41 B. OF 1 . = 1578,31 � •, 1 3 ; ;' I � : •Ar .._._ .l.�4 r, ''', /t \ \ �` \ Mgr INSI FACE OFC \ \ `��� TOP OF 3 D 1571.72 \ I r >_ \ t 578. IN ^ z SECTION E E � °,�- = c_ _ �`' \ r \ �\ 0+86. 4 SD X-ING. SECTION F F 1 \ 1 / /STA 1 g 7+ E . ? , =r 1..j {�,. /, - , ,... iIt r� ` ~� _ \ STA. 10+3.96 2" Ns /I.. / " `�, x , �� =e` � � •` i„/° �y - ., t \ !r %\.TOP y. 1 F �' ti v ��yN.T.S. ;< 4 TR CT 16326e'er / � ' / \ / ` (TO BE RELOCATED BY ERS) \ OF 45" SD = 15 16 § 1 i t i a t \ ' ,.. TOP OF 12 SD = 157;. 4 �.} 2 8C' /�/ \ N.T.S. 1 ;l 1 .; ' r 1 1 '.-4 / w // ► \` I \ `� ` STA. 10+02.96 JOINT TR'NCH NG �y0 50 / �� \ € i • `u _ :,-r ' "1 :,,, � k- L/IE 'LF-1" I . i „4 l \\ TO BE RELOCATED BY •THE' ) #0 Ox / r g Nw a � � ERE �I. B 13„,,-----..._ .�+ 12 SD 15 9.7 P - \ s O $GREE sem ETA �`� ST,4 J �� ,,., , �, ` , SEED , ✓ 5 \ SEo L , \ 4 ; : ;,.F PROP JJ ♦ ��>>� -__ ''�' 111 I` FABRIC .„--, ,� .� � t - � WIRE WELDED ___ _ __ ,4.;? r �,%�. ---' -" : ' 8 } N' r /1 6c `''� Isi�s�,r '�� i\ \\ \ 8"x8" MESH s } -\-----' ,,,-r ,, t ti _ h1 1 1-1 DIAMETER '' �-�� . n ,._t 7 ,FG 'v d' , , i�' 1 0 \ /2 D ETE : . = .. N4 b ;f ' 'S p y 1 N 40) \ \ AIR VENT IN --'_"�• T Iii / / �`�,. w +/ 'y c * y 'h• 6" PVC SUPPORT r 9f 4'8 r '1 � AT 1 5'" # 'j „ `" ; '`. fit. -�'r��_ J� -� �`1 10 `�'ra1$ y \ \ \\ 0 SPACING AX % 1 \ THREADED CAP,8 _ - -� € a r$ t 3 `'\I\ / ( r i � .i -- _-----_ a� If '�' gyp' ( $ • \ \ O O O WATER QUALITY k ` y J-•._r - �. - -' , .., �+� -+ '-a.� .• �+ '4 .;'' �,cR i ` •' - ';�i.. - - i - ��!j,.. 0'`• ,OX S - li \ OUTLET HOLES USE a� . ...; .� -, . ,• :-..f."-1:--K . . .. :k.. -. .� . � I �- STA._10+02.49 4" III 11111111111W 0 x . .°....;":--7.°"•-)!'-:-° --� : - � 2 / :0/00es'� F \ �2 - ��._ - �. rrµ_ ' P r r �' t O O O 6 PVC PIPE 9:• "mss 4 §. q, t (� ��jf'f f // p .^r - ,ea+->y} (.03 s a X ( �n.a'« rn x,r3's>�=i,.-,<ar`_.� Y �I f f { s•.',C. C.rS• +' r+G ar:'Si-er 1"4 s't .. •W� 0M^ 4 -` -EGlN PIPE '� s -,t' f r d-+. ...°^';" ,T` _: •,E.s --s.;+ '"a`-a-- , �® ww -:,, ra' 4awi.-.,a s,, ..,s-�' .1'' 1 `� : % \ »• 1 ELEV. _ 4 DIAMETER t,, -^'` ..� m,. .•,., �' ""� ",R ` a,.:' * _ 76.0 tf \_ g•�"� '.: ',g 3'�'�- y;` r*`-q�C '$'a'. 1 \ �, /iS 3, .° . ne.a`�, is yy5•5.,,' ' _f ��.;*•> '?;e..s_ ,„y...:F*,";;:' ��+:"?.s`*'` 'x'°" �'xw• \\ • • a , •. rm- ^�; .�" .- ,,,;,> ;e __., / lM �„41 P 10"'4 _ - .ti ,•.,_-_..'."�' - r..� s // - , d • � m•05 (�� = r /v _ O '} e,. �j'-' -x4' A"4*d � / y r } * . �� wwg. FG ",' Jl \�, �.a t, �, / -1 -- 04,4. J..: - ;77:-� v,". 56.99 LINE LF-1 I >7° 4IIIIIW •� n $TA ,�0+ C 1d- ° 70.5 . 73.0 `,P•1• / _ / /, (�•' - .` #: r 'T I ` A r ". / s 0 ®1578.430N00.00 LINE "LF-2" C 1d;, �7 TOP �',� \y , f II / - - -- / EXET. LAT. 7�M \ / \ ti f ° .'`` 0O IMMO 1' / OSP r``• `p // , 5� J . . 1IN 1s s DWG. NO. 3429 Y ' _ h s '« ���� + / ,- '.,f f 1, �, /` ,f I n ;*sf,= - ��. - � LF- w C/L T 2 TA. 1•+ 7 C) //DET L : , r.., SHEET 2 OF 10 I / �' y£ r 70.5 76.8 / G f / J � , .� = � k :�;"• LINE wA» C/L O 1574.40 INV. = ! �. / / 5411 J,' �, - a f....,•�,t�.J J� •/ / �f ` ''f ,1>� f., -..A.).10•-,),. . _ _ ./ 1" - 4 10' �� ( �` w GALVANIZED ,'; Q Tom, f'� 1 WIDE GAL ZED B j `� ►, ,p;C '° '1 oGY� t'\ / 4 / ,/ "y" �� " �l r° PROPOSED SOUNDWALL STEEL STRAP WITH SN' • 1 4 BOLTS AND ANCHORS --• ,\ 3 �� ;� / 5 I / �,�-._ �� DUNCAN (PER SEPARATE PLAN & PERMIT) / i b : -r g'I' t,,• / ! QQF• 0 .//0; / �- / 4 f' I CANYON R/W • .2.0 1 '' �� / j ���#• , 1 /' f' ROAD VARIES PROPOSED GROUND / ,,--- b'; - / ://7- • ,/ /,' / g . t , - - F-�- WATER QUALITY' FGF r 4,; . `.. --,- / f I 5 '�j/ J / - - �EX. GROUND 6SECTION D-D TRAGT 14274 -- , ' ,- �` , i.w f /, ' l ---i. RISER PIPE DETAIL �° i § ".K ar >•' : `c C.s ,_ `' �Q` ', 4 4• /j/ �. fit:'. �; / J1 I 2 MAXI� 2 � 5 - N.T.S. EXIST SCREENWALL I ,i ' 3;. -t` _./1 ELEVS -11 it E r,. �; \f ,rR ' \ ?-4 3. f°�� '. g'�� . / ,, A° �// '` d• f � / PER SIP 2X ..--- TB r ,�!' /` ---' ,, 6 PER PERIMETER •> '� 70.1 , -t 76.8 / `/ // f !`-'` / ,/ TW ' % 3 FL - ,,,,,,_1_, ,,€ T• 1 Y, / . / .4 �/- a / f WALL PLANS • ,. PER PLAN � ' . "rsa s f y;%. 91 'a / / 7„- ' f :,mss ,/, -; „:,/,/,7 = I , ,-;v_, i _. f d ;FG } //t. /f ' _4 f'am, VERDURA 60 WALL ' 4' s ; '�( ��✓/ f j � ' _ (PER SEPARATE I '' 0 �• � .? { 4.8°y G�O�./�// - f /// /d J /f fr fI A PLAN & PERMIT) I - -__. '- . i :,- / % -{ ,,// SECTION A A = FS aoQ� T A G ,� y�. f t j ,✓ ; ` Hoe ,y ..�_, // -. :1 7 , ` , / ,/,,,, d7 `` 1 y = 10' PER PLAN o a s rj:` f 000 .` �J', - G. /f / ! 6" PERFORATED RISER ; I �' js / lipp, .• : '' •• �c\� /// 'p ° f , � EXIST. o d o O (SEE DETAIL FOR WQ RISER) s-. / / / - BASIN FLOOR -� 1 g X76.8 ;.,' _ �. /e "` J PERIMETER _ a o : 1 ' TOP '" ''• r•I"'' a / _` /f Jfi. / ,„„co ,/,_- '`�` �'......_,......„-/- - ( �'" r WALL _ I o o Q • Ii $ r, O,O . ` �. _ I s � - , _ .1. x' . -` : t and . ' / } " ' 2 MIN. 5 - -- -- o0.cL WIRE WELDED FABRIC £" t-- ': • ;% ? x.' "a `-' 41 ~j .� t EXISTING GROUND SLIDE GATE i 0 0 r �- ` _ PER DIRECTION OF SOILS ENGINEER. " " __ •- t // GP f`` .a / Cj // �F - . i <�.,/ • 7,-..,,,.-- ..,s ,. ,p �2 PER TR4CT 16326 ROUGH GR4DING I a o o (8 x8 MESH) a eg _ ` i.- Li - -1 ^� „-1 a T y a✓."-,:.-- ` -...# (a7Y k �{// P ,/J j,H-:F ``` / ' sp / •. / V*.✓r / `` /�- - I O O O ,�`w '€ s a} i *..,.„,� .r /j 7 ,J� yi �•� / 1/f \ e'``S'• ""°^''.` I / .c..-- /2 I 000 �. _ �r f / // / '! 5 � / _ PER PLAN18" RCP r- - 1. , - `>` g> g /n ' r/ r / t`sd s .-- • 7S • 1 000 j < ---'' _�._ e t . w ' %_gam // / �' , rBASIN FLOOR I D o o q _•_ D eoo ;18; r ' t `% r and "' s`fP ` ( VARIES I I oroo ' / // l ( 000 �. 4 �' f f' r + oo .10::°0: ' , '° , f / f/. // F / �%' / ;.. ;`� € .,` `, I 11 755rrj- coo cOo - - r : F , w , // �` f// /' � /'' f fV , _ SECTION �B-B� - 1 I - il;;;lll , p i4, f- /" �J /, ' 1,, D. THREADED CAP WITH N -,* _ + -` °�/ � fi - / / / ,-. = 1 1. DIAMETER HOLE _ -� 1'g r it ' �)� / `' 1 PROVIDE 18" OPENING cn t , mss: I n , k : s T s I. J J .\ 14 4 I 2 _ : i':-..),,,„ a -- 3 . WA // d„,,,,,f4 PROPOSED SOU DWALL DETAIL A N .,, • } : .-- OVARY A-1' • . , ,--- 1 •, IN / .` - ti9 ' / ,/j'N (PER SEPARATE" CONSTRUCTION NOTES r SEE PRC*?L " . E$k19 '; e� .� ci' �k --• d,- �` _ PLAN & PERMIT) VARIES _ N.T.S. so A. .� , , ,- ON EE // 'h // f. �r T . ,; 1-7--,,.-....., ,y ;, ar re k, . �� � , .' a`y , 2 EXIST. GROUND 1 CONSTRUCT 18" RCP (D-LOAD PER PROFILE) 13 CONSTRUCT 6' CHAINLINK FENCE PER APWA f - `�/.. Ijr :�r€: p / ' /f"' - ,' 20' PER TRACT 16326 / ,�, ,o STD. DWG. N0. 600-1. Aar ,F ,=' .t r __11."---- • ., .. ., Al / ,> 2 \ PROP. SCREENWALL 2 CONSTRUCT MANHOLE PER APWA STD. DWG. N0. 321-1 I.-, 4,/, _ f'f �✓ - ACCESS ROAD PER SEPARATE 1) ( ) m f / 1. - f s .= 1 �i ( CONSTRUCT 12" ADS N-12 TEE OR EQUIVALENT. >, �',"`` ' _,•,f f € '' s t, ,` 71r--;:- / SLOPE VARIES VARIES PLAN & PERMIT) .. ,, , ; �, 3 ' �! „,/,..,..„<:1,..a t = ��.. i 40 CONSTRUCT DROP INLET PER RCFCD & WCD STD. DWG. N0. CB 110 15 CONSTRUCT 12" ADS (N-12 PIPE OR EQUIVALENT. T3- a' • ` 2- --- / _ ‘ _.s 1 `` / ':ate--, ; \ (2`1 MAX) TRACT 16326 MODIFIED PER DETAILS HEREON. O " ) car p ' .' ,, } f/ ` \, •. , f ` i LOT 2 16 CONSTRUCT 12 ADS (N-12) 45' ELBOW OR EQUIVALENT. / - ,,- - tf , .. � '�� �: 5O CONSTRUCT SLIDE GATE PER WATERMAN AC-31 ALUMINUM GATE OR EQUAL. 3 ._ r' ,". 2,--/- ,� /...„-----/t/ �, -- - 18 GRADE PER PLAN. T r '.,f' \ ` A " \ ., ' T F J..°-, ;-'" t:a ,..,---s, O6 CONSTRUCT 6" PVC PERFORATED RISER PER WQ RISER DETAIL A II "ff£ '.(''',.`.4'-)! � � \� a ` ? , f p f' �� SLOPE V ti -S,,,,,,:•-,,�-i UT -: \ & SECTION D-D HEREON. 19 MODIFY CATCH BASIN PER SECTION E-E AND `. _ _ I s �' (2:1 '4)-.-7,_- .) �, .� , `Y5:\,-' SECTION F-F HEREON. o ! i :, ,_. ` ' , r. / a 0.25' AC (TYPE "B'� " /,,,.,, :: V .` � 0 CONSTRUCT WIRE WELDED FABRIC (8 X 8 MESH). 18 RCP " w VARIES ce,T \� DATA 9 GRAPHIC SCALE vvATEFIouALITy BAsiN 77 A 'n OVER s" 95�L COMPACT NATIVE WQ UNE A rr, 10 CONSTRUCT 20-FT WIDE ACCESS ROAD WITH 0.25' AC (TYPE "B") ` =' ` „ 20 �e �C. :0:8\c.o,t, " i DELTA/BEARING RADIUS LEN./DIST. TANGENT I OVER 6 95� COMPACT NATIVE.T - J _ # QC? dI 11 CONSTRUCT FLARE END SECTION PER CALTRANS STD. PLAN D94B. A N89'47'35"E - 23.75' - BASIB OF BEARIIK>B `'5�,� CI � ' 12 CONSTRUCT 20-FT DOUBLE DRIVE GATE PER APWA STD. DWG N0. 600-1. Q N70'31'23"E - 34.75' - 8 o c.�.x 1•IonM. sow ALBUS-133EFE and,���, SECTION iC-C" TF of © 77'45'32" 47.50' 64.46' 38.30' ✓ BEARINGS ARE BASED ON THE WESTERLY LINE OF 22A0 Wrdow Clyd•, 8 160 1011 K Armando stoat " °; THE NORTHEAST ODUARTER OF SECTION 23, TOMWTHP BIJIO A SUBDIVISION OFA PORTION OF THE NORTHEAST V4 OF SECTION 23 MDA PORTION OF THE NORTH E6T 1 = 10 OD N09 03 18 W - 1.67 - '' AS SHOWN OITFfrAIIIB,D/QOIAAP OF TAACT01� Ari CA S2e06 4 OE N54'03'18"W - 3.34' i° V4 OF SECTION 24. BOTH OF'T�OMINSFP 1 NORTH, RANGE 6 WBBT, SAN BERNARDN01r@�IAN. COUNTY OF SAN _ Phi(900) Ph= (714) 630-1626 g FLS N BOOK 250 OF MAPS AT PAGES 4s'THROUGH �:(Np) 273-2100 , (7,1,4) 630-1010 5 OF N80'56'42"E - 3.35' - PI 1HE OFFICE OF THE COUNTY ct06, OF COUNTY, BEING CCORD DR VI//NGS © N19.28'37"W - 5.98' - i+ NORTH 00'30'24 %BBT. Du °52 BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR, CITY DATE "`-E"�'" CITY OF FONTANA, CALIFORNIA S DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 0 O vitOfESSIO+y,�� CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON iN INTERSECTION OF SUMMIT AVE.AND CHERRY AVE,AT THE r COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALS ENGINEERING DRAWN BY: ARIL M. TORREYSO s SCALE: ✓ SOUTHWEST CORNER OF CHERRY AVE.AND SUMMIT AVE, 101 `� SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER TRACT 16326 AS SHOWN ii FEET WEST OF THE CENTERLINE OF CHERRY AVE,AND 37 �1 o= No. 66068 �° 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 0'S' WATER QUALITY BASIN "A" DIAL �� TW❑ WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO • 06-30_06 * PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: o FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE �' I, DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp. A.T. PLAN JUNE 2005 z i ON THE NORTHWEST CORNER OFA 10 FOOT WIDE YOU DIG YOU DIG °, Y, '>.�p Cty1L �� PREPAR BY: ARIC M. ORREY50N R.C.E. N0. 66068 ,...�� v� BY: tt�� c& CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE,A STANDARD TOLL FREE 1-800-227-2600 STANDARDS IN EFFECT. F OF CO- 1 P - - y CHECKED BY: DRO.: y c n MWDSC 3 INCH BRASS DISK STAMPED 33A 1992 . �_ _ALA - -e,r 33 o NAVD 88- 1508.56(FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD ORA vY/NGS 5/� T479 7•�'0� DATE; / � C.V.AL'H CI ' ENGINE'S R.C.E. 51152 DATE: I