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I ^ I I i I 111 r f { i } y T t1 ; I , , i ♦ I I O 1 2 3 4 e to O �,v 3 B --�-� STORM DRAIN CONSTRUCTION NOTES & ESTIMATED QUANTITIES LOCATION TIE I A i R(TYP r Drj�A A ©1 CONSTRUCT CATCH BASIN PER CITY STD 300 1 EA GO � :r' -- - - _ - w�tri�- I � . - -- �' �— c � 22 CONSTRUCT LOCAL DEPRESSION PER CITY STD 307, CASE B 15 LF - i 3 i, I�lrlt -- • • lipl l 0 ---L .1 Il;id B d a p' �� - 1 35�• I 23 CONSTRUCT GRATING CATCH BASIN PER APWA STD 305-0 MODIFIED 2 EA Qo. - ��� Ilil - _ :^ - ,I _ t 3"It 24 INSTALL GRATE FOR GRATING CATCH BASIN (APWA STD 305-0) PER CITY STD 306 2 EA `N cA'(�+•t 8 *! t� 0VCy I m lI�I�,�� tel''• �iOiO I 2 w oo: d- ��� � - 5 CONSTRUCT 244NCH DIAMETER R.C.P. STORM DRAIN (1350D) 199.5 LF o I �'� I I ► 1 W', , ► tpmNAL sLSGR+DE CONNECTOR PIPE OR CONSTRUCT 18-INCH DIAMETER R.C.P. STORM DRAIN (1350D) 253 LF 1` � � �Y1 SURFACE FLOWLWE MONOLITHIC CATCH O •1 11C SASN CONNECTION L 4 3 62' FOR 2 GRATES r f CQ - A ADO 2'-2' PER EACH ADDITIONAL GRATE 27 INSTALL GROUTED RIP-RAP PER S.B.C.F.C.D. STD 183-A 1 EA �► O 6 --.�J SECTION A-A PLAN 28 CONSTRUCT DRAINAGE INLET PER CITY STD 311 - _ Q •'1T� 1 EA g 0 r 29 CONSTRUCT CONCRETE PIPE COLLAR PER CITY STD 329 1 EA rt O 1 ti 24'INGK 1� (1� p) 1q°f.5 [ / i8 - ft-P (rte 9) I3O.o LIF OUT SEND AND WELD SURFACE FLOWLINE J -ANGLE TO MAMAW GRATING IN PLANE OF ! �GRATWGS AND MODIFIED FRANC FN!SHED SURFACE , 8 4 I �i� \ I 'R YP I AC-,E rT a Ff.OII"(t"�7 BJP•- I� [7KA �=`P'�� T 1 � STRUCTURAL DATA r WA- AND La M N AN l�QI�Fa PAS 'F'>� M /yam, t,H tl'Abt� >)�IL � L SLAB a E slats D ate`"� �� FNt � S+fD r RENFOR„E NT R M NT ME EOU#tE _ 5 Z t ( •, SURFACED FG•p h ��U N Q G1 CIt t)S�61NI �1 - REWF RC NT O RATfd�f T PSR I. z :• F Max 0 E ME 0 Wt'tN GI "• �_ I. NO 0 I FOR ApwA 'dTb �-o(w+ovt FI eryj 1� 3 �. GRATES V Wr 1r ,rr �Kv 444w. `4w 2-3 < 6 WALLS AND SLABS ♦ 2-3 B' 8' NOT REQUIRED 2-3 10 IC DESCRIPTION OF REVISION DATE APPROVED C 2-3 12 10 REOUIRED � r r 4-6 7 8 NOT REQUIRED `' r CITY OF RANCHO CUCAMONGA r I - 4¢^ 4-6 12 10- REOUIRED / rc'.� 4 N /) F=T L--- - I T----J 7-9 < 6 NOT REOUIREO v -OPTIONAL SUBGRAD_ • 7-9 E B 3 7-9 12 10 1 . [ G I � k ) 9 <' 6 R;OUIREO h t op6{ 'O� ^ GCU� 1 1MPR SECTION B-B 9 z wo vkA 9-or 4 GlRatn�t� uI� '. - p CIYt( S21'�P+ APPROVED 8 DATE' � V s PRS 4� � AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ! •, � CITY ENGINEER RC.E N0.2495.3 T N AR A D N 5 D PLA PROMULGATED BY THE APWA•AGC RCE No, 291 S0 DESIGN RECOMMEND" JO!NT CpOPERATl1'E court(TI:'E GRATING CATCH BASIN MODIFIED 3TE05-0 �vFF�?Id 1 USE h•TH STANDARD SPEC,%ICAT,ONS FO;;PUBIC N'0n1:S CONS,RUCTIO!, �_ -- - 1 T E• f. DRAWN 4Z2��� �� , F� 1 � SHEET 44974 e-Ar�+rrJo VERS ✓ L2� rv,? )LA�411"115411- 3p 4 �- -13 �f OF A-A CHECKED DRAWING N0. R.C.E. t�9/SU DATE 2-Z S' `�l FILE NO /� D 104--06OR - �-r-� I ENT TO , 111-11 ,,_.111.1., _ I'l_ _ 1. 1;1 REMAIN INTACT . : .-__111. 11 114-1111_ I. ,,.__'_ . „__1111 <,.. ..v _ 1111 ,"I. 5 ­ ­� - _ __ _;.. _ _ _ ! t i ! , , ! ,-._._-1 1111._.,y.... -..-. .. _ - _._... «1111 _, v...._.,.I_.1-. 4...,,... --.-r...__ t . - {. , .._, ,-. _ .._. ._.. 11_11 . f 1111 e , ! : , j , ' j :i : i t .,.-11.11_.-,_. ...,,>,..,,_-_.1 „<,.,.._,.._i,,, .-., _.. -...11_1.1 _,- •.__.., ' 1111,.. :,...__ ., v 111_1 _ _ 1_111 - _.._ .. ., 1111. .-., 1 : : ,,.v. _ STANDARD !,. i , : i_ PLAN , - 00 ..-_-i. 111_1... ..... . . ...11.11._,.. � ; i I GRATING CATCH BASIN (MODIFIED) I THE .._ _.. . .-_.,-; ,. -__._ _ _.v l_ __...; _.. t_ __ _ _._I JOINT � PROVIDE CLEARANCE AS NECESSARY : ; 3 - PIPE E 05 0 _ _. } ( MAX) . , _. 1_11. _ _ _,1111 ._ ..._ .._ _ CCMIMTIEE MN 2 AX. I ; , . _- ,..__. _,__,____. _, ___ , __ ,•_-, . X !STAN - „ - ACd FLowuNE FACE OF WALL _. -., r r I DISTANCE)` CUT PIPE USH WI __1111.. _:_-._ _11 . _,.,_, -.: _.._ _.. 1_111 .. .__._.>. CUT AND ,,_ ,._._-.-.. .1_1__11-_ ,_-1_ --. . . _,,.. - j ..._' _ __. _. --. ._._ CRATING IN PLANE OF STRUCTURAL DATA j I WALL AND SLA DIMENSIONS AND FRAME DRY PACK COLLAR WHEN SO --- s---+--� ' REINFORCEMENT REQUIREMENTS DACE I �AND taoD%� R ) DIRECTED BY THE ENGINEER MAX. REINFORCEMENT NOTE: ` _a,. ­1111­1I.I. ­11 FINISHED r : t ED` GRA ...1.` �. FOR VSURFACE ALL WORK SHALL BE DONE IN A CAREFUL NALLS ANR II II PLACE DRY PACK OR MASTIC F1NI DE ,NOT DAMAGE THE r a AROUND PIPE AS DIRECTED BY THE ENGINEER CONCRETE OR REINFOER MICH WILL RCEMENT OUTSIDE a N THE LIMITS DESIGNATED TO BE REMOVED m s., _.. , ,,, . ...,.. ;_.. .__ , NOT REQUIRED _ _ _ FOR PIPE INSTALLATION. h . , r 1 p 1 N 1 a26 I 3.09 NOT REQUIRED _•_:, SIDE DRAIN :_ 1111_. QU tI 1;1 _.,. . -111- 1. 8 SO n�s'rAI�ATToE'rAtL _ 1111 ,. 6 a RE QUI RED ___ X! Q RED __ _ _ • .__ _ Tt sR _ F ;; 1 X24, _ 4g I FOR USE WHERE x• IS GREATER - •. t , - _ t 1 , r PRIVATE EQUESTRIAN v 824.00 - I 7 O.D. OF PIPE __.._r. __,, _- .11__11 .__ ..- _ _� . __ / , M , F 4 ;._. ,� dN DRAINAGE EASEMENT _ _ __.__ _ ----___--- - --_---- EASEMENT _. _ _ -�-- _ - r SAN BERNARDINO COUNTY _ . k I T ' � :�'"� NOT REQUIRED 1$ , a cy C4 , _. 1 L1 r aPnoNAI. suet;atADE• _; _ _ „- . _ tO , `�► > s 4 REQUIRED CONTROL DISTRICT ao N;Y GUTTER FL ,INE ,. / �_ 6f� F OD - 1820 •r- %_.�5`' 1820.. . > s s SECTION H-H 9TD. 187A STC 1818.40J/�o# F1. 1818.n v J� , v d�f.t .,. -, _ �._ .., _ .. .. _ ., _ _'� t _ __ _ .... _ .____ ... _ __.. 111_1 _.. Boar ._ - -,_.. ' •- �- V! GONSTR C. Do �, ` -- , _ _ __, .. _ Q 1 18. _ _.., _. t_ -. �G�� t _ . � ` __ _ i I . , . �' 1 1.1 , 1111.. . -..._.. .... 1.111 1111_ 0"'98% �� I is I QU. ..-_ . _ X _ _ PUBIJC E ESTRIAN do 20 ' 13.b94 - I HGI. 181 S.4 PU DRAINAGE EASEMEN 0 I 1 , , 1111. _., _,_ __.- �, ,_ , __ 1 1 ---- - q., 1812.7 r HG! • 11 14° 1111,.,_ _ *_ Op S ... _ i i i i 1/4• R (rn•) 12• sT0 No. loco-A E ST. GR . , S ¢ 30 CONSTR. C.B. PER TC 1817. -� , 3 �' I r-o' I » / 0198% _. .._ $�. ON:-_._ . $ s 1 0 CITY STD. 303 WITH CF M ...- '"''1111_ g. C,f_ __. EXIST. GROUND PROTECTION BAR 2 ,/ 4 % Z58 14� LOCATION TIE II _- r. 4" W=0 24 RCP 1 I2 i ; _ ,_ _ _. ­ll ­111 ;.. /� _ i. - _ `_4- ---� - _ _.. 2 RCP 13. 1 � / ' iw V-6.2 0 / 3- 8' I 1 I - � . ■ _. _ 111 _ .-.,._ .,.____ _..__ _- _ -. __ _ _. _ 3� 3:1 Bawl. 8 1 _ __ _ \ _ _ _ .._-- I, ; i - A 4.CI NI SURFACE *i / I 1 ------ ---- 1810 Q c>' , V-Ditch W1111 : t ti A I A +C ! • O` ,� ------ S Wire Me:>helded _. <.. , /._. N LOTR 3 4 1.1 S , _ _. r < x ; . C BOUNDAR 1' 'f '" i ---- ---- R 3+33.74 ; , , 1.111.<,_ ;... 1 r 1O8 -_ �Q -. _. _. ,_.. ._ T- __. _. ,- I RC? EQUESTRIAN TRAM. PER ,,I� TC 1818.03 TC 181811 ✓ + �L 6;v" �,Q TC 1817.23 8"CF 8"CF ".., _, :..__, 1$07.00....__ / l - j^ x CITY SIU N0. 1000-C ON Q ,. - _. -____- dC AS SHOWN 1 CONSTR. 20 LN CURB de ------ ----- 1111. 3 .. _:._ . ( FT) GUTTER PER i. ej r ,� _ ,.. _._..- ;,_ ..., __ _ _.. I CCNNEC7bR PIPE ___ F. CITY STD 104, A2-8 1 z , .�I ,-� ' ,__ _ uoNDun�Ic CATCH toPTloFw. suecEtAOEWITHIN PARCEL 3 d� G ,` G sASIN caaaEcnaN ;.. , _ .,._ 1111_ . . I ��. T SECTION D D __.�_ .1111,._-_._, . . _- 104 _ _ . _ _ _ _ ._ SECTION Dg3T. C 8 . 11 ___ -_,..--._w 1111.. - _.._ _. _, PLAN VIEW _ ;1111 . . _ _ - - ,•X -. " I, ` ADD r r PER TE ,. 11__,_ _.__:_._ 1111._ _-.-.1-1 _. _. _ _.- 1111-- . _ _ _ ADDITIONAL 102; _ _- SC DETAIL ., 1111 r, _- 8 . N _ __ _ � s x / xa FCRs To , 1 = 40 H B R�vRrE lrA�ie�r�2f 1111. 1111,. Ltal _. _ . - _ - _ w. _ � » 4' % : _ V PU _ PUBLIC cE EAS MEN 2+00 3+00 4+00 ... 5+00 6+00 . w - „ _ -.. L12Z `_.__ ST. 80' RCP anw �.. ( - �I :� __-1111 :' ~_ u_ .+, - _. _ __._. ._ __. _ _ 1111_. _.__, _ FL.-1794.94 e I- - lie-_sS .17 elev a.ar a- Dlii�z� l __ r _ �_ - -._ _ _ L_ y V,;i*1VATLr iE'6imTi VATS DRAINA _ GE EASEJJ11EEtiT -- /� 'min F/ enl bon/-�/ ;,1,,4-1&11'1 /�� l// Vic, � clydr� �AL/I : � t --- -- - - - - - - - -- -- V l .s i�i' 1 -- - 169 �I- hl_ al �'r.21 � _ i ._ _ ._.__..._ 1111 _ _� - Ori s ... " 1. lOAMOSA COURT 11", 24' RCP TO DRAIN I'. ,.�I I I , ".I I _. : I", I 1­� -, _­­'. 11 �, I 11.1 1.11 ­_ ­ 111.1 . r „!., . __ 1111.. SECTION C-C , , .. - 1" = 40' H .' i _- STORM DRAIN � , TOP OF EXIST-CHANNEL 1111. , . 1111 _ � CONSTRUCTION ES & ESTIMATED QUANTITIES _ _ ;/� R 11.11 , _, PARCEL - (Tc18o7.00) I PA CEL, , .. _ NO Q100 343.7 CFS HOL " DEMENS BASIN 2 I EXIST. HOME ,, 11� -Fl IST CHANN 1/ __-'_I' 1. .._ 1111 1.. .. 21 CONSTRUCT CATCH BASIN PER CITY STD. 300 W-0.0' , Vv 3.75' 1 EA ___- _ . 5=3.788 ws o3 47 I , ( 9PARCEL 4 {, 1. _ , 1 EA `. -- - - ---� I _ : CONSRUCT LOCAL DEPRESSION PER CITY STD 30 CASE "B" .. _ _ '1111 ._ .. 11 I . Q2' _ 1. �3 CONSTRUCT GRATING CATCH BASIN PER APWA STD 305-0 MODIFIED 1 EA ii I PROP. 24-RCP -- _ _ 2® INSTALL GRATE FOR GRATING CATCH BASIN (APWA STD 305-0) 1 EA 11 IFL 1802.00 _. .. _. HGL 1799.29 �_L W CONSTRUCT 24" DIAMETER R GP. STORM DRAIN (1500 D) 400 LF �- 1111 , � , --A-,,,­­­ i 26 CONSTRUCT CURB do GUTTER PER CITY STD 104, A2-8 40 IF HGL- _ - I _ --- -- -== . 1111 ... EXIST. CATCH BASIN} I - '-- - e►'` E�Q3T. CURB CONSTRUCT CATCH BASIN PER CITY STD. 303 W�O.Q', V=4.25', 8=1.8' i EA .__-. , - P '+IED STREET I EXISL 60"RCP ' '' S8' SEE'?-APPROVED- ET PLANS 3 20 01 OVYG 1892 1 : s 1111_. . ,. 1 CONSTRUCT CONCRETE JUNCTION STRUCTURE PER SBCFCD S.P. 187A 1 EA (FL179'.98) Q100 343.7 CFS - �- 11 1111. 44 77--".1 r /1, ""_ I". Z)m �, ­I eL � ., COURT 5 , I -, -.. 1111 - % - -a-- S'�1.8R -- S.B.C.F,C.D. R W - -- -- / - -- - - -- - - MAINTENANCE _. z s l i ,, ( > 1111 • 1111 ,� � . 11 EXIST. CATCH BASIN " I 11111111111- .1 ,... 1111_ �. 1111:_ DRAINAGE 1111.. I. saco>It s->e = , ,I 1. THE 24' RCP BETWEEN STA 1+77 AND STA 5+79.90 I ,1111 . 1111 . I ,,, `, y I , • 4 TO BE MAINTAINED BY THE CITY OF RANCHO CUCAMONGA PARCEL 3 `�t PROPERTY LINE _ . , 1111, . _11.1 .1 PA L ?, - BREAK INTO EXIST. CATCH BASIN � ^R{�� 12' PUBLIC DRAINAGE EASEMENT : - , .,, 1111_ do CONSTRUCT JUNCTION STRUCTURE '. I .-.. ,.- • ,., ,., _. '. ' PER SBCFCD S.P. 187 A i! i -_ 1111 , _ APPROVED NOT A PART _ � DATE ,� ! ST. CHANNEL PARCEL I i EXIST. HOM .. ...... 1111. DESCRIPTION OF REVISION 25 PROP. RCP _ ,. , 11, __ .. E LL CITY OF RANCHO CU CAM ON GA \\ S_ . ._- `\� $ 1. ,. z 4 I \� 31 I I , R ,n . . I STORM DRAIN 11 I ,. 1� I 1111, _ f I I .B.C., .C.D R W �.. - ,� .. �°` F / __ 1 _ / I „1111_ - G - _ EYJST. C.B vP1. : _ c. _. ,_ IOAMOSA COURT i x�N R D _ _ Sb4 R 4+ _ - - - -- -- �_ i I �. UYP PERMIT) � _-_ _--_ - -- - -- -- - ----------------------------------- PROPOSED 24' RCP (T _..-_ ---- 1. , 0jv, _ _ - �a Z*� I- I oo --- 23 2 3. o' fflIIsi Ft-1802.00 T AI I --- ----- -- - 2s - - . -_ __.,_.,. . XIST. 60 RCP --T ----- ----= ------ - ---- - - - L TRA T 16461 E - -,:- - - -- -1111.. 1111 , ,.. "`: _, _. _ 1111... I r __ :._, .: a,,:_ ,: 1111._, .�.... _ _ ,• : .•, , 1111 . -__ _ 1111. . _. � 41:� _.. ?&YA7d ,Odp F SSIQ q APPROVED BY• DATE I ib' y T I 13 W�IVAfiE EQiUE3TR!!4!!!j�#tIVATE ORNAQE FAIT 1 `c%=. '; :. A. t` CITY ENGINEER _" -s - ___.10___-__O EN �-- --- �---- : , �v- �`� F� RCE i �� .. , _ _.. __,._ _ 1111__ .._ _- ., PLAN VIEW DESIGN ED DDE ENGINEERING° CIVIL ENGINEER RECOMM D + ( 1111. ._ _. ...._._. {.. �� 1111... m IAN VE 0 ME T ENG ER G _ - DWG 16 9 - D . a3--31-Q7f Temecula, CA. 92592 4A 4A DETAIL A s�ql.._Iv��./ ���' CHECKED ���RCE NO. 29160 DRAWING N0. DETAIL B , �E� SHEET 4 0 F 4 PER PARCEL MAP 15 6 9 2 F of �A��Fo� ,ss2-0 pR1vAr1f fi9.. ,r __ ____ - - DATE d FILE N0.