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HomeMy WebLinkAbout2172 pr i Cf ,°..�+ i � � \ .... .. , - .. ___________� ., R I 11 :. , / 0 EXISTING CURB AND GUTTER. :: :.::::.» I M"_'""` .. 3 .1 � 2Q EXISTING CONCRETE CURB. a1. �yy " . LA ....^•. F � ' � --�`Z `°1.'`� EXISTING STEEL FENCE. " . 11.1 a \ ". ,.��- �- g, " DE BREAK MH1. :": ,� L. :: 1 ` . I" r " 0 EXISTING MASONRY WALL. � • �_ �..::: f I tS LT__ .mow°-""` � j 8 L1�1� \ .I "W� " O DRIVE APPROACH PER CITY STANDARD PLAN #101 TYPE C, (SEE H:. L`' \ �+�+� �� �g SHEET CD-1) CONSTRUCT PER DWG. # 1693 SHEET 3. W=35' ` �/ b"� a`:`N .„,, h ... ........ 11 Q pc w,,.. •. / D MH '�< RO "` � A 15j O CONCRETE CURB PER CITY STD. PLAN #104 (Al -6); SEE SHEET /� INE CD-5 4• w L M. ,x PERTY 2$ H \ " i ,". » �� 1. N�� ,. E 18 \ \� •: - `4 ' i I 7 CONCRETE CURB AND GUTTER PER CITY STD. PLAN #104 (A2-8), :;. "a a ""` 14 /� I SEE SHEET CD-5. _x`- ° p w a', �N� _., M 1 3 of " ry 1 ':x 1�1 ® W MASONRY WALL PER CONSTRUCTION PLAN AND CITY STD. PLAN 11 8 NE v......,.,W» tt R..,. �, - 2°� H T 4 M.....,.,.. ..v _ °'mg3 "� _ `"" f $1 ::cam", CD _" . \ 0 S EE w a .. ;. qi +, as 1812.11 RIM i i :: �.... wW O CONSTRUCT CONCRETE SWALE PER PLAN & DETAIL SHEET GD. :. �N�q" \ A H T V ..,° 1 N 4 9 C .,..::: �� .. H $ / 4 ....... ..... . °••' CONSTRUCT ACCESS RA PER CITY STD. PLAN 0 SHEET CD-4. 5. .. . ...... 1-1 - ::.° _ � � 5` 1 0 1 2 4 MP �( a % ` V a M :. 47 _ G - 1 ". ` ":::°°°::; $15 _ 4'' 111. I 1 1 CONSTRUCT 4 PERFORATED DRAIN LINE PER DETAIL A, SHEET GD. R W ,` ,..,. 1 / ce 1� . . xi i1 7i T c 0 <.�ti .Qvt , r/, gyp 78 7 > 5'.8 , c 6 _ - - - - :. = `� / y'. BROOKS 2424 CATCH BASIN PER DETAILS B & C, TRU T CONS C 1. HE _ 7 S GD ,o , , 1 1 d 14 18j� � � s'' z l S.`I f t ,0 0� P 16.74 TC �� 45 cA �4 ; a � d� , "MH PARKING:RST 15>>+ s Cgs TYP. 1 6 j8 PARK i � �',' 12,57 INv I CONSTRUCT & INSTALL BROOKS 2424 CATCH BASIN IN PARKING LOT x . > - 1.4. T z e,;: I'll 1 07 TG _ __,. x yy�� ;cx c _ 1 '``1.. I I r. ,4 1 t4:Va s{,t... r.. I 1 0 ::": .e e., ..... ... _ z ix 5` ................... .................................. .<..: a , N k - \ __» �.°(� PER DETAILS BAND D SHEET GD. 5 PLACES xi x x' 1 c o ,•,,Y , � 00 - • o �$ .. �`"`�""�` 1, °'" ' '' ° w " - CONSTRUCT 18 SDR 35 PVC DRAIN LINE PER DETAIL SHEET GD 1 II�v 14 E, 3` 13.30 TC ,. �.`., 7 9 i`' . r,,- I A ,12.63 TG z 1 _M CONNECT NEW 24 RCP STORM DRAIN TO EXISTING 4 LONG 24 11 cP ,` ' i w S 15 9.131 s.:, I- '� l"_` \, \ , , " / I RCP STUBOUT PER CITY STD. PLAN #329; SEE SHEET GD. r' �111o :t.`. f ` Me", •...• xi� , ,g ;,, I 16 CONSTRUCT EARTHEN SWALE PER GRADING PLAN & SECTIONS A, B, s.l. }f, ;' A �� ,: / 1.: ': :�:. A. I C & D, SHEET GD. 10 ' EXISTING 8 RCP `'' \/ ,� $°` ,,, :g 1© CONSTRUCT 4 VCP SEWER LINE CONNECTION TO EX. 8 VCP SEWER EXIS ING 78" r' SEWER LINE \ .., I., / • . ` . ' . • LINE PER CVWD STD. PLAN #202; SEE SHEET CD-5 ( "I STO M DRAIN LINE / �, / / 1�. ice'• ' �: '. ,y \ "` I 18 CONSTRUCT 4" VCP SANITARY SEWER LINE PER DETAIL E, SHEET GD. j' 1 ''° :':°:::: 0 r '' EXISTING 10' WIDE 81 13 / \ � F ' 1 SEWER EASEMENT 3 / " ~` " �� PROPERTY o ,, � �� :; / _ \ st 19 CONSTRUCT SEWER CLEAN-OUT. LINE EXISTING I i `'' ' % .z I : �* ',,: ' STORM DRAIN i�'° "}�� �� :°�°� p INSTALL 3" WATER METER FOR IRRIGATION PER CVWD STANDARD PLAN10 Y EASEMENT i \I , �- \ moi,I j`.. �'",•;:, !;; GRADE AREA TO ' '��' / 1g` 3�`�r ;-,� ,•; �. '•` #103; SEE SHEET CD-5. = f r`' DRAIN TO CB \ ♦'�� / ,r°'� I / XX l I ° p -- �� I \ i' 4 - ti 'ia Q INSTALL 3/4 WATER METER FOR DRINKING FOUNTAINS AND RS 9 ``\ in �,;.n; // ,�; `: 7777 : \• o;;�;.° RESTROOM BUILDING PER CVWD STANDARD PLAN #102; SEE SHEET ,... N r .`' i FLOW / V - _ '° \ m I 0 ]p -' _ ,. 1. °' > J LINE �, o :` / :'.r:%Y ,`„• ''' I 181 1.94 TG „ 1 �p \ \ I • / �:° ., 1'4'AN:'` °:'� ,;,',;`„ A. \ ® INSTALL 1 BACKFLOW PREVENTER & GUARDSHACK STAINLESS STEEL I / L / % "''. ` :b �` ,�-) 1809.44 INV - f. 11 � r FOOTBALL & � \ / , �;:%,%- -- LID-2"-' s I'll EARTHEN SWALE & \ / n': °",'. '"✓�'.` N °' 13.24 TG FIELD / , p_� `""` a ® INSTALL 1 1 DOMESTIC WATER LINE. e i" �, /� :�.° ::'1, 9.2 IN ® NS /2 D \ �° A.V „' f' FRENCH DRAIN ,\ / . / -, ,:,,,':: > �, t807.2t INv 'Es I € , I "� 5 " \ � e 5 1 V ""��'" , " "` �� ::':°::':': \ A i4 �9'"^ 4 INSTALL HAI LI K FENCE PER CITY STD. PLAN 607 SHEET _ 2 I \ �z 1 /+. : ,Q�.,1., :`:: s ® NS C N N C # e / € I" l :1., \1'I':°::";':. . ., ',V.,, �� ' °o / C D-5. I �/` °` r I I. ' I ce S=0.0.,I t I 4• H 11 P CITY T P SEE SHEET f '�, INSTALL CONCRETE HEADER R C S D. LAN 53 EE 11 '"7'.".a•:�:°:•:•:•' S ALL CONC E EE . .. .. .. .. .. .. .. .. . >+ 1 1` CD 3. ,\ \` Is I �::: h r` 1' n F11- TYP. \ �'.' DR NL1. N E(51 >> / \ I 8.a Nv �: 9 IL. i •�• t l �+ s H T DRAWING 1 � CONSTRUCT 4 RCP PER 6A W NG N0. 693 D. F RU 2 E SHEET D 0 SEWE R �.� CONS C C 1 47 I :\+ '♦ R �f STRt3 Q. 806. NV 5 :I M •:o• ♦ R, r ,. 1` 11. a <.\\ ` s r t\ : rM. . m 1P s., H T , I I PER 1 EE 3. CONSTRUCT E SIDEWALK E DWG. 693 S ♦ II CONS UC 6 W D S D W r s ''f 1 T 2.00 G Z 3' 1 ���' 8 ��`' R c 1 {{# 1' � +�S � x 0 OI �o �` 2 R• �: . ` i. / �._ P 1 +'� . I H P R CITY T 3 8 CONSTRUCT STORM RA A OL E STD. LAN `•\ < 0 SRU S O M D N M N E C w1 , C N C ft< "g 5 \ �.�� 4 g. s 0 •0 ♦ % % S \ 4e ,1`9 _ r F T H T r• ;�. - R R 0 S EE SD. \ , I ° E E [_'_�' I`! :�: 1 .6 T Y 8 0 8 G . `•T C �G s. .03° �° € r I 1804 I 180 9 NV t: 'r. 6 I >�` 80 .68 's 1 x.� f . / • / 1 F 11 �f .F Sofi 5 , RA RI ELEVATION T E x' ' ° • � A EXISTING MANHOLE LET E. M V ON O B 6 9 ADJUST NGMNO TO D 5 8 .�! DJUS r % 16 ! f gA$EBALL s a «: ° �n :` 3 \ ;:,./� "r , x ABOVE FINISH GRADE. \\t♦ \ * f1 `s i ,19 X40 V. \ /" �' r.I". as , ,R ". ."b" �r I 1 / \ ♦ �- a1 . FIELD / M .: .',,�• 'R^ ,:r s F 1 . 911 ,\ `♦ < .,, , > ° ,s :.` R R,°, 'o A ABBREVIATIONS INSTALL 1 GATE VALVE IN ROUND CONCRETE VALVE BOX WITH Ia.,,;, / , \\ \- .l ...... , :5.., R. s°x,"i`. \ „fi`I •fie: ,,�':".o�- m' 'E° ;r , O / , , I � / t , I\+ \ � \ \ ,°i ; . ',R ",` .- LOCKING LID. MARK LID GATE VALVE'. TYPICAL 4 PLACES ,* ,,; 1•,* ,,' `'.,:.::., ;, �, 4 CB CATCH BASIN ' ` � ', <` ,`; `: _28 INv` 'COU - ° fie x •l �1 31 INSTALL 1 SCH, 80 PVC DRAIN LINE FROM DRINKING FOUNTAIN, . � ,'`.� ♦�. `0F Ew \ ;. r'-< �. «� "/ �B 3 / r FF FINISH FLOOR 0 `: :� \ € \ \ $` 1° .s, ;x' ,� CONNECT TO SITE STORM DRAIN LINE. "a \ \ \ . a .. a �' 1795.13 INV a�` a.xl, '. °•3-" a«/. / �,•,:' . a £ *\ .. .,..`, ....\\ x`"•27. 1< c t., ,": .'� a e IC / � "'� \ ';.,` \` \ \:`. ' EX. 8 SEWER :i. .p, a.'xi •:�`'`ad 1809.00 T FL FLOW LINE : ... ......._.............__.... t` A. F _..... . ... , t i, .� :'I \\ . 1 . f I = ' ` n 1. $,Sp5.0 ,� ,, 8 LEGEND e a`, \\\ a a a \ '� Y x�l ;�V�/ .( JaQ,,;�" ' 1V ,�Q I :> ;, � { a "'•' j / ,�• FS FINISH SURFACE � 180 \ 1 \ \ x:55 ,NV \ * ♦ \♦ ,2 �/ \ ��; R' a" e /. ,�� I 3 ' ' v `P. 1. "•, , \ ! `',, ;* ; :.' . . r fid' " � �"'`°` : ; -R, "q•> 1 r.-F 180 01 I v FG FINISH GRADE �- .\ \ � s udv 4 THICK CONCRETE \ - I € 8 4.../ ¢.............., ,......: ! �`• , 1 ?` fiR X87 ;" �., / �,�� V VERT ELEVATION I 0) Ce i y 11 , ., -r 0\ �,A �`' I N I N ATIO = x _ 1 1 I 1 N� 4 7 \ 1$0$:/ 'l�°`� - 11 - 11 8" THICK CONCRETE \ 180 " 80 ;�; 6 xi . / 9 �C RIM RIM ELEVATION 2 �+ 18oa.6o 1 �� ' PROPERTY S SLOPE OF DRAINLINE 3" ASPHALT PAVING OVER s 1809 808 1$ 4" AGGREGATE BASE 4 1798.60 INV \. \ CP / LINE I--— 9 j 3 ;w € j800 06.60 TG180827---180 ° Fr/ 6 TC TOP OF CURB - . 7 - \ 1800. 7 INFIELD MIX . e::� 1 7 _::... ............. . t 1802.50 ITG / TG TOP F RATE - - C,:5 180 E 0 0 G 6 ...... € � " :�".I �� 6 1 17" ....,...,..i .....PNJV c 1798.55 1 1 tao2 20 INV 1 1798 75 INV r TW TOP OF WALL _ _ _ <---FL- - E- 4 E-- F-- - S=o.005 c 1805 _ PROPOSED GRADE _ _ _ _ _ _ _ _ F-- I cs 1 1812 8 [ 1 1803.47 TG S 89'23'47"E 451.33' TT� - - - - = T - CONTOUR,501.47 INV 16 179 a I CITY OF RANCHO CUCAMONGA �, 1 / M17 4 °+�:` 1791'96 1 PROPERTY EXISTING CONTOUR - . ,,° f CONNECT TO EX. 24' RCP STUB 4.0' LONG, 1785.03 11 17 1 LINE / I >>I<€��' ..« <`I <I I"pMI INV PER STORM DRAIN PLAN, FOOTHILL MEADOWS ! / ::.««>'' '€€€i GARC IA PARK TRACT 15711-1, LINE A, SUBSECTION SHEET 5, 1 `'I'l" F, ` " 0 < PROJECT SHEET 22, DRAWING 1693-D ATTACHED / _1 i `_ _'`_` 1 1 A R I A DRIVE kll 60 , 3 5 0 G C AND CITY STD. PLAN 329 CONCRETE COLLAR1.1 "`a". >` »:,,:.,,»`:::::,:+,.,:::1111-111-101 AND 1798.47 RIM n.....::...::::::y » : � +,. »,:. RAN H0 CUCAMONGA CALIFORNIA ,,.. I w........................... € C _..: €<'a L`xxx I 5 �1\ L. N ' APPROVED BY: DATE: Underground rou Service Ale�� C 1I / 7-:, /� CITY ENGINEER RCE: 24953 ' =� /I • I ,Q R?" Yom. f:.. REV DATE DESCRIPTION BY � � : , ; L "'k.f DESIGN I.A r=: RECOMMENDED �,� _,, �. Call: T01_L FREE DRAINAGE SEWER WATER 7490 to im_ ADD#1 3/28/08 REMOVED -125 FT OF SEWER LINE THAT CONNECTED THE DRINKING FOUNTAINS TO THE MAIN EXISTING SEWER LINE EVJ °:`. •� D`�. -� �� > > C. FOLEY 11�j p�j�� �� r.I.- BLUE PEAK ANA=Ce IWI � AND REPLACED IT WITH -30 FT. OF SEWER LINE THAT CONNECTS THE DRINKING FOUNTAINS TO THE ON-SITE SEWER. 'I " " 26 .QB +J111 , ` '' - � DRAWN TIOUS" SHEET BNGIl�fG INC. v>«xa>t.iao FAX - ,� - ` 00 ,� r 422 - 4133 H,Y 5 • of 42 " , _\ 1ECKED R.C.E. NO 60482 DRAWING NO. �'? ziGE'jE�IC I `(s BITFPF "(OU I"1 N0. DESCRIPTION OF REVISION DATE P. HIRSCH 10-17-07 FILE NO 2172 DSW 5 APPROVED: DATE _ + m Oo 1810 O .R ' v Cr PROPOSED SURFACE N Q ALONG STORM DRAfN U A� Q g 00 l . �, 40 1800 Q = •0251 � � � : 14LF ZN 90 C 3500) _ otq N 6 533 Q a O !j w 3 2 � p � -r- o r oz t�a (7 ,� 44 ir s F� + w' r ''97.p� G4TER w �'` ! 'dq J ►rJ Q' 17906 - a _ J SL 1 CRs -144 � _ HORZ : 1 = 30 1784 _ �F9198"LF 2�'-REP �FflRM DRAYN-F7350��3j _ � — — � _ _; --- VERT: 1 "= 3 ' 0 + 00 1 + 00 2 + 00 3 + 00 4 + 00 5 + 00 6 + 00 ®` 7 + 00 c'¢o ' r '"zvD 8 + 00 , p r+c is�c a.�. p4►+rr LEGEND FH FIRE HYDRANT PP POWER POLE WM WATER METER W.V. WATER VALVE � A DDC DOUBLE DETECTOR CHECK � ti, PlV POST INDICATOR VALVE 5 1 FDC FIRE DEPT. CONNECTION 1r � �.3 4cp ► CB CATCH BASIN �A� �.. / G GAS BOX S, Q oo T S P B TRAFFIC SIGNAL PULL � � I m cA� F� o � I- � SMH SEWER MANHOLE " z �` + U $ n Q DMH DRAIN MANHOLE T S TRAFFIC SIGNAL J •+ r P . 0 o ELF ELECTRIC 0 15 0 30 60 S>, .... � � SCALE: 1'"=30' EXISTING UTILITY LINE TO REMAIN DVi Cr 3 5 — PROPOSED STORM DRAIN LINE r - Cr r 0 qr CONSTRUCT/ON NOTES CONSTRUCT 24" RCP STORM DRAIN (1350-D). INSTALL CONCRETE COLLARS PER CITY STD. PLAN #329 AS REQUIRED. ��. 0 CONSTUCT STORM DRAIN MANHOLE PER CITY OF RANHCO CUCAMONGA STANDARD PLAN N0. 318. O3 CONSTRUCT GRATED INLET CATCH BASIN PER BROOKS PRODUCTS STD. 2424. - - i 3 5 �o RM�r ION m/��y O CONNECT TO EXISTING STORM DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 328, CASE 3. CONNECT 18'" SDR J5 4TORM DRAIN LINE TO 24" RCP STORM DRAIN LINE PER CITY STD. PLAN `331. q.3043 " 0o EXTEND 24" RCP fi4- BEYOND LAST CATCH BASIN FOR FUTURE CONNECTION PLUG END OF 24" RCP WITH CONCRETE s �. .. ... ;d.. - h j CAP, MIN. 6" THICK AND BACKFILL. 9 ,,,t �FRoNT Q<S P•E. SATE 5 Rct�218T EXt�• /40/13 STA. _ a.e _ CITY OF RANCHO CUCAMONGA IS"`Pvt. L.ATfr);Al 14 / NF�S o A9�yc ® O 9 Z 3 " 5 - 3 5 f� O. c1yov2 GARCIA PARK 2 H BASIN 13150 GARCIA DRIVE carc RANCHO CUCAMONGA CALIFORNIA N89'23'47"W 51.33' �L OTC TG.� I SOL.00 4 I�.� I �S•S� o 0� Z y J � Underground Service Alert CITY ENGINEER e R RCEE ogs 0 0� 3 a— 5 r00 rn r4! Q FORE o Call: TOLL FREE DRAIN D a N ~ -}- S 3 C 0 o OG, STORM O R M D ` \ I V �A DESIGN PLAN PREPARED 4Y: PEAK 7450 RAM MU STREAM CIX. RECOMMENDED E •( t� v} v F- oW� o� Q �� ± m . M tr N a M 2 M m •! R.D. ms's 2 Q O Q O� DRAWN ANAHEIM,3077 92800 SHEET �oN Q �� 1 — 800 N ENGINEERING, INC. 714.281.1640 FAX 422 - 41 ,33 Zh UOSED PROFILE K YEMAL WA am rtm �� R.D. 6 OF 42 cbh Gwrfai t Aft o hat S•15 CHECKEDR.c.E. No 60482 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED: R.D. DATE FILE No 2172 SD B EDGES 10 BE ROUNDED TO 3" RADIUS IL MAIN LINE STORM DRAIN - - * RCP At - 'A F C L r _ -, JC REINFORCED MONOLITHIC ARCH J 4 H H - �T RADIV S,I.p E D I l R y D L T - OF SPUR: -I_ E 12" 12" 4" 12" " \ - -- " ALL STEEL 0,C, IB" 53MIN- ie� #a BARS, a" O.C. 0 1 x' 4 LATERAL/ 24" 12" 6' �J I 1 36" IB" CONNECTOR PIPE 8" B --� 4 8" 18" 10" PLAN DETAIL N PLAN N T (RINGS AND COVER NOT SHOWN( I \ 57" 18" 10" (SHAFT NOT SHOWN) I � � II" w ROUND 60" 21" RADIUS EDGE G BARS Jo '" TO 3" #4 6" OC I STREET GRADE MANHOLE FRAME -7? STA. POINT h - - STD NOV 3?aPLR PER STD. NO. 324 F L 66' 21" II" MANHOLE FRAME AND COVER v � w I ELEV. S CONCRETE RINGS w o 24 PER STD NO. 323-A L) a E AND F BARS 413 0 18" OC z w #5 0 3" OC TIE BARS 3' _ MANHOLE OMIT THIS STEP IN -STREET GRADE o '.m I C' SHAFT PER PAVED STREETS STD. NO 323 A -5" X 1" RING $EAT _ TABLE OF � 1fi" FOR PAVED iv io 420-C-2000 CONCRETE FOR --- Y4 AT 12° �, 3'-0" FOR UNPAVED2a•' � I I ROUND EDGE VALUES FOR T - �" STREETS - HI_ _- 3" MIN. TO 3" RADIUS L/2 (TYP.) s' x Z' PIPE $EAf L - ;oI' (TYP.1 o I-3 ROUND EDGES 9� 3" �� B T T 3'-6"" ��� T -3'_6' T IINCHES) (INCHES) C F' OF INLETS _ --- �� -- ww I STA. POINT :... _ ROUND EDGES = m I LATERAL 12 5 L 15 5 PLAN 16 5 ¢w zl s INLET ELEVATION >w ~ N I APP LIES AT THIS 24 5 I/2 I POINT 27 5 I/2 E BARS 33 6 /2®181, C 6 _ I SECTION A - A SECTION C - C 7 NEW OR p EXIST. PIPE +-_ 2f v� 9 REINFORCING STEEL ��------11I G BARS 36 6 1/2 STATION LINE 3" MIN. 35 T 0� ! f�OR I 1 O rSr1P" 3 0 SPRING Z 1 m T LINES / 43 0 18" OC f \ ®B3"ROC 5 L� m N EDGE SI ELEV. R F' TIE BARS T _.STEEL STEPS TABLE OF VALUES FOR M (SEE NOTE 11 - T 18" ? PER STD NO. 325 PAVED STREET UNPAVED STREET I A SECTION ::.. H A A MAX. 2'-ON1/2• MAX. 3 16y \\EL / T i T G BARS > 1 fi4 AT 12" C-C 0'-11" 0--8 1/2" --1 - 1.-3" \ I I L � 1 f�F BARS #5 4" L z B' I a \ 0 0 3 OC 3-#4 CIRCULAR TIES UNDISTURBED 1 CONCRETE CRADLE. I _ EARTH HH SEE NOTE 10, SH. 2 F OPTIONAL BOTTOM -GRADE POINTS SECTION Z-Z SECTION M-M SEE NOTE 5 SECTION B - B CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY. STANDARD PLAN Io APPROVED BY: CONCRETE COLLAR FOR MANHOLE NO. 1 STANDARD PLAN APPROVED HYD/ //� STANDARD PLAN (7 JUNCTION STRUCTURE NO. 2 PIPES 12" THROUGH 66" 329 w _ f3 33" PIPE OR SMALLER 318 _ 331 CITY ENGINEER w CITY E G EER USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECMCATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 rc RCE. 24953 SHEET i OF 2 R.C.E. 24953 SHEET 1 OF 2 R.C.E. 24953 -- -- ------- - -- NOTES: 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 0.10' PER FOOT. 2. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE. D = 01 OR NOTES: NOTES (1 02, WHICHEVER IS GREATER. 1. JUNCTION STRUCTURE NO. 2 SHALL BE USED WHEN THE OUTSIDE DIAMETER 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER (D) of THE 3. FOR PIPE LARGER THAN 66" A SPECIAL COLLAR DETAIL IS REQUIRED. 2'-10" POH PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT SHAFT MAIN LINE: OR WHEN THE INSIDE DIAMETER (B) OF THE LATERAL IS 4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. PER SECTION C-C AND DETAIL. N DEPTH M MAY BE REDUCED 10 AN ABSOLUTE GREATER THAN 24". B SHALL NOT EXCEED 3/4D OR 39"- LIMIT OF 6" WHEN LARGER VALUES OF M WOULD REDUCED H IN SECTION C-C 5. OMIT REINFORCING ON PIPES 24" AND LESS IN DIAMETER AND ON ALL TO 3' 6" OR LESS 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, I PIPES WHERE ANGLEA IS LESS THAN tOEDE. 2. H Iw SECTION A-A AND B-BI SHALL NOT BE LESS THAN 4'-0" BUT MAY BE INCREASED D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL �C PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME 6. WHEN DI IS EQUAL TO OR LESS THAN 02, JOIN INVERTS AND WHEN D1 AND THAT -THE REDUCER SHALL BE USED FOR H UN SECTION C-C) SEE NOTE 1 MANNER AS FOR A PIPE. A CONCRETE CRADLE UNDER THE REINFORCED IS GREATER THAN D2, JOIN SOFFITS. 3 L SHALL BE 4 UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MONOLITHIC ARCH IS NOT REQUIRED. 7. PIPE, MAY BE CORRUGATED STEEL PIPE, CONCRETE PIPE, REINFORCED MANHOI E SHIF/YED TO MEET PIPE ENDS 3. STATIONS SHOWN ON THE PROJECT DRAWINGS APPLY AT THE INTERSECTION CONCRETE PIPE. 4 T SHAu. BE 8" FOR VALUES OF H UP TO AND INCLUDING 8" AND 10" FOR VALUES OF HOVER 8OF CENTER LINES OF MAIN LINE AND LATERAL., EXCEPT THAT STATIONS FOR ' 8. NOT TO BE USED FOR A SIZE CHANGE ON THE MAINLINE. 5 STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTERLINE CATCH BASIN CONNECTOR PIPES APPLY AT THE INSIDE WALL OF MAIN LINE. W OF SHAFT ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE 4. VALUES FOR A, B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. PROLONGED INVERT GRADE LINES. SEE NOTE 3. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE NOTE 5. ELEVATION S APPLIES AT THE INSIDE WALL OF THE MAIN LINE. oQ 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7 FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE 5. a. IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY, THEN ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS. 8 BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT b. IF THE INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY, A CONSTHUC TION JOINT WITH LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE THEN ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS WITH 9. STEPS SHALL CONFORM TO STANDARD PLAN 325 UNLESS OTHERWISE SHOWN STEPS THE INLET PIPE LAID ON A STRAIGHT GRADE FROM THE STATION POINT SHALL BE SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 2' OF ELEVATION S TO A CATCH BASIN OR GRADE BREAK. ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE FLOOR c. IF A STUB 1S TO BE PROVIDED IN THE MAIN LINE FOR FUTURE 10 MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 324 UNLESS CONSTRUCTION OF AN INLET PIPE, THEN ONLY ELEVATION R SHALL OTHERWISE SHOWN BE SHOWN ON THE PROJECT DRAWINGS. 11. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 322. UNLESS OTHERWISE SHOWN 6. NO MORE THAN ONE OPENING SHALL BE MADE IN ONE SECTION OF PIPE. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 7. BREAKOUT LIMITS SHALL BE AS SHOWN IN THE PLAN VIEW ON SHEET I. 324 24-INCH MANHOLE FRAME AND COVER THE OPENING SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE 325 STEEL STGPS SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REIN ORCEMENT OF THE MAIN LINE PIPE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. B. THE MAIN LINE PIPE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE) PLACED AT THE LOCATION AND TO THE LIMITS SHOWN ON SHEET I. A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE PIPE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND ONE FOOT ABOVE THE TOP OF THE MAIN LINE PIPE AND TO THE LIMITS OF THE CRADLE. CRADLE MAY BE OMITTED ON THE SIDE OPPOSITE THE LATERAL INLET WHEN CONNECTING TO AN EXISTING STORM DRAIN. 9. REINFORCING STEEL SHALL BE PER LACFCD STANDARD DRAWING NO. 2-D 171 AND PLACED 1 1/2" CLEAR FROM FACE OF CONCRETE. UNLESS OTHERWISE SHOWN- E AND F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7/12D+6 10. CONCRETE STRENGTH FOR THE SPUR SHALL BE 3,000 psi AT 26 DAYS. CONCRETE CLASS FOR THE CRADLE AND ENCASEMENT SHALL BE 420-C-2000. II. FLOCR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF THE SPUR. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: 1 'PROVED BY, STANDARD PLAN MANHOLE NO. 1 STANDARD PLAN JUNCTION STRUCTURE NO. 2 33" PIPE OR SMALLER 318 331 CITY OF RANCHO CUCAMONGA 7 -'/f7p` -- CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY E NEER 'NATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 2 DF 2 Ir R.CE -24953 SHEET 2 OF Q�QFESS/QNB Q J �FAI FsGARC A I PARK r..1a. 36 4 m 13150 GARCIA DRIVE '01`` RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: DATE: > In d e r� I`�� ,ri t rPoV,I(ce AI e CITY ENGINEER !'/� � RCE: -24.9- 7-$3 4Z y DESIGN '( * PREPAREDBY:"" RECOMMENDED Call: TOLL FREE STORM DRAIN DETAILS C. FOLEY 7488IABr1D1A6T1Q41[cm �� -3'��' 1 DRAWN BLUE PEAK 7'�' " , SHEET p� �pppry N VI .vs 1ll1�ll1LGLUITGI 1c. 714283.1640 PAI 7 OF 42 M W 4-1 ,31.51 CHECKED R.C.E. NO 60482 DRAWING NO. TWO ;�,�i'M�I,, DA f'S BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED: P. HIRSCH DATE 10-17-07 FILE NO 2172 SDD � 50 CITY PARK MASONRY SCREEN WALL; L REFER TO LANDSCAPE 8' RESIDENTIAL--� PROPERTY LINE CONSTRUCTION PLAN NEPERTYRMASONRY SCREEN WALL; 819 PROPERTY REFER TO LANDSCAPE WITH EXISTING FLOW CONSTRUCTION PLAN LINE STEEL FENCE FLOW LINE I LINE FLOW LINE 6'_g" FLOW LINE ..............*,--< — 118# 6 —821 FG e __151 FLOW LINE `-PLANTER AREA y N5 N �;\ x PLANTER AREA x N" 6. e Z ", FG .......... e-30-5„ 5 of SWALE L ......................... -7-7 a ; ae g a'g€ FLOW LINE. N \X 7 7771777\_7�\ \7as X�xxx, e� e 'WALE X", X,"\k,,�,­ /I e'x " �/, /� , " , 4 bWALte \y z ,x > x x <a.gN x <��Q < .,/ , e,> ;;v',,-"- sl\N XK X aria g``aa 'CONGREIL SWALL e \\y m CONCRETE 'CON RETE FOOTING Z A" NeA RTHEN SWAI X \x, &SWALE E f. g'N 1% T N x X X <e CONCRETE FOOTING SECTION 'A' SECTION 'B' SECTION 'C' MASONRY SCREEN WALL; PROPERTY -11,--- -—------------ REFER TO LANDSCAPE < 8"CF TRANSITION 6"CF CONSTRUCTION PLAN 813 LINE 6$lCF F n� N —7-1�..... FLOW LINE 2 6'-8" TRANSITION FROM CB AC PAVING AC PAVING 13' -CF 2 of 6"CIF TO 8 L . ........ PLANTER 21—10" EDGE OF PLANTER AREA—) GUTTER FG SECTION 29 - _x 7 A Al P e N e So 8"lCF ITY R/W ONCRETE HEADER EARTHEN SWALE ET T. 8 'C CON0 E d, 2' 6"CF .g.,`%���°�,,€'€�� �a�a`' ga'°CONCRETE FOOTINGx�'"� �•�� gg` a a HEA Dt f 6"CF TRANSITION SECTION 'D' PARKING SHRUBS & 6* GARCIA I — LOT GROUNDCOVER TURF SIDEWALK DRIVE 8"CF Wr CONCRETE CURB 5_7 BROOKS PRODUCTS & GUTTER TRANSITION 8"CF 8 SECTION 'E' 24X24 CB, W/NO. 2424 STEEL TRAFFIC GRATE, WT-96 TYPICAL PLAN VIEW _-s BRICK DUST AT EDGE OF FIELD V CATCH BASIN C@ PARKING 4* NOT TO SCALE D TURF n m-T 42" WIDE CONCRETE SWALE �x\ x -3 X X WASHED PLASTER'N"A"'I 6. x 'x, �,x A_ 'N x SAN D�,x 1 –4 , x, a e, A , /. X X11-1 X I 1XI FG axx -ILTLF 2' MIRAFI F \n< 3/4" GRAVEL FADRIC 140N 'e, t e C14 it tH I x A"N IN,`\\,/ SURFACE ZONE yv BROOKS PRODUCTS N"! 24X24 CB. W/CAST 2—r- e,"e,We W gr, X f IRON PARKWAY GRATE KIN PERFORATED 4 4 Nm to X 4- ',xee\ x COMPACTED-6.-1, 4" THICK MIN INTERMEDIATE ZONE A N' MIN., PIPE DIA. SUBGRADE CONCRETE APRON w DRAIN LINE x 'e P T" H FLOW LINE. I I,.F z TYP. Uj CONCRETE SLURPY MIX 42" WIDE (SEWER LINE) EARTHEN SWALE & FRENCH DRAIN CONCRETE SWALE PIPE ZONE NT11 NOT TO SCALE SAND BACKFILL (STORM DRAIN LINES) SAND BEDDING 1T z A PIPE ZONE FOR STORM DRAIN LINES– THE PIPE SHALL BE BEDDED ON A MINIMUM OF 4" OF r2l# WASHED PLASTER SAND TO PROVIDE A FIRM AND UNIFORM BEARING THROUGHOUT THE ENTIRE LENGTH OF PIPE. THE REMAINING PORTION OF BACKFILL IN THIS ZONE SHALL BE OF SAND, BROOKS PRODUCTS lot e FREE FROM LARGE STONES OR LUMPS. AND THOROUGHLY COMPACTED BY FLOODING OR TAMPING J. %Ile -2 BEFORE ADDITIONAL BACKFILL IS PLACED THEREON. 2424 CB W/STEEL 2424 TOP OF GRATE, SEE PLAN —2111 PIPE ZONE FOR SEWER LINE. THE PIPE SHALL BE BEDDED ON A MINIMUM OF 4" OF WASHED TRAFFIC GRATE, WT-96 SHRUB STEEL TROWEL PLASTER SAND TO PROVIDE A FIRM UNIFORM BEARING THROUG NO. C06 4 2 FINISH GRADE HOUT THE ENTIRE LENGTH OF PIPE. BED INE SLOPE TO DRAIN 6" F Expp. LOW L THE REMAINING PORTION OF BACKFILL IN THIS ZONE SHALL BE CONCRETE SLURRY MIX. 4L NA1 SLOPE To DRAIN Lp �`^'�� F—�---- � � a°` .•`a�'��g INTERMEDIATE ZONE— AFTER COMPACTION OF THE PIPE ZONE, BACKFILLING MAY / �� � 111111 fill PROCEED IN LIFTS NOT TO E IN THIS ZONE SHALL BE ON SITE SOIL 0 v e r FREE OF LUMPS AND CLODS, OR OTHER DELETERIOUS MATERIALS, AND COMPACTED BY MECHANICAL ADD EXTENSION AS "Ir "XI 4 "ell COMPACTION TO WITHIN 2' OF THE SURFACE TO A RELATIVE COMPACTION OF 95%. NECESSARY TO x X Ix N N —SITE SOIL FREE OF LUMPS AND CLODS OR SURFACE ZONE— BACKFILL IN THIS ZONE SHALL BE ON ACHIEVE ELEVATIONS L x SLOPE BOTTOM MIN., OTHER DETERIOUS MATERIALS. COMPACTION OF THIS ZONE SHALL BE PERFORMED BY MECHANICAL e// Vie ` 4 METHODS TO PROVIDE A RELATIVE COMPACTION OF 95% WHERE IT PASSES UNDER HARDSCAPE AND 90% IN LANDSCAPE AREAS. CITY OF RANCHO CUCAMONGA /N SHOWN ON PLANS. TO DRAIN 17 x -BAR 'N�e A\" /N -t FA L. 4 x E N . 4) ff X DRAIN LINE. DRAIN LINE /'.',X�,,, ACE, x \ %z,,x, -CONTINUOUS SEE PLAN. L N15 E D e, GARCIA PARK ee INVERT SEWER AND DRAIN LINE E 13150 GARCIA DRIVE 3" • e, 31 42" WIDE CONCRETE SWALE NOT TO SCALE A ALL CALIFORNIA RANCHO CUCAMONGA, ALL NOT TO SCALE RAN fa AROUND AROUND CONCRETE 90% COMPACTED r CONCRETE SLAB APPROVED BY: DATE: 3,17-010 1. C'j vz� SUBGRADE Underground Service Alert CITY ENGINEER RCE: -2495-34ZJ5J� PLAN PIREPARED By. RECOMMENDED .. .........3 CATCH BASIN DESIGN Call: TOLL FREE GRADING DETAILS & SECTIONS BC. FOLEY 7450 Uff IM SOW CIL 12 ANAWK Q MW NOT TO S DRAWN BLUE PEAK 714.7UM77 SHEET LE 1 - 800 HOW DR 714MLINO FAX 8 OF 42 422- 4133 Z� I CHECKED R.C.E. No 60482 DRAWING NO. co� "WO WORKING DAYS BEFC)RE YOIJ DIG NO. DESCRIPTION OF REVISION DATE P. HIRSCH 10-17-07 FILE NO — 2172 GID APPROVED: DATE j;N,�S/W >E-,