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HomeMy WebLinkAbout1361-D BENCHMARK RRIV RNA IL®® IRTE�EECCTHEND OF N.ff'ION OF GRAN E a�lrts JAS PER 3T. N-i-cid ELEV.s I664.0I ' P- ---- HILLSIDE0, F RD R. , C_o, U C 0 A GENERAL NOTES Z W J trim1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, THE CITY•OF bCOUNTY OF SAN CALIFORNIA WORKS CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION. THE CONTRACTOR SHALL BE FAMILIAR ` WITH AND SHALL LL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND 7 It SPECIFICATIONS. • BANYAN AVE. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, N r METERS, VALVES, FIRE HYDRANTS, ETC. , WHETHER SHOWN OR NOT ON THESE PLANS, WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED OR PROTECTED _ } IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. IL 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF IL TRACT - NO O R W WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO EXISTING • FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER h H16H AND A _ OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ALL STRUCTURES DAMAGED SITE ~_ DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE ENGINEER AND/OR OWNER AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING p C DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA. S RM D AIN TO i5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS VICINITY M A P SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE TS _ PLACEMENT OF BASE MATERIALS AND/OR SURFACING. NOTE: 6. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB GRADES SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE DRAWINGS 1 TIIROUGIIT 5 ARE REQUIRED TO DE CONSTRUCTED IMPROVEMENTS PROPOSED BY TRACT 12620 STREET IMPROVEMENT FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE CONCURRENT WITH THIS PROJECT, MATERIAL. 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. W �A' B. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM HOLLY OAK DRIVE AMBERWOOD DRIVE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 1 ( I 1 ( I I DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY EMGINNER FOR APPROVAL. , ( 7 1 I 2i I 22 ( ) ) � 33 I i4 II � 1 4155 i 46 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE AND ORDERLY STATE THROUGHOUT THE CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ALL STORM DRAIN PIPE BEDDING SHALL BE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 513, CASE 1. ' H 1 6H _ L A N D AVENUE 10. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 11. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) . THE CONTRACTOR SHALL DETERMINE THE TRUE LENGTHS OF PIPE. 12. ALL PAVING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE TO THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS -LATEST EDITION. 1 � I 2 s 4 s Q 7 • I _ H U N_TE �—_ DRIVE - Ir a s 16 14 13 12 SITE PLAN, NOTE u -rs m AT LEAST 2 DAY PRIOR TO ANY EXCAVATION NEAR THE M.W.D. 12011 PIPELINE , CONTRACTOR SHALL CALL.... MR. ART KNOOP OF M.W. D. AT ( 213) 250 - 642 PROVIDED POR YOUR CONVENIENCE ARE THE FOLLOWING: �7/� s [EYED CONSTRUCTION !TOTES i ESTIMATES OE QUANTITIES � � U � L T A. CUCAMONGA COUNTY WATER DISTRICT 714-987-2591CITY 9641 SAN BERNARDINO ROAD ITEM DESCRIPTION OTY UNT REMARKS DESCRIPTION OF REVISION GATE APPROVED RANCHO CUCAMONGA, CA. 91730 1 INSTALL 54" R.C.P. D-1500 493 LF B. METROPOLITAN WATER DISTRICT 714-593-7474 2 INSTALL 27" R.C.P. D-1500 124 LF CITY OF RANCHO CUCAMONGA PO BOX 54153 3 INSTALL 24" R.C.P. D-1500 68 LF 5 CONSTRUCT JUNCTION STRUCTURE "A" 4 EA PER CITY STD DWG 508 �O Q QF0�slnA LOS ANGELES, CA. 90054 6 CONSTRUCT CATCH BASIN #4 7 EA PER CITY STD DWG 5104 7 CONSTRUCT LOCAL DEPRESSION 5 EA PER CITY STDIDWG 518 CASE C � 1 EA PER CALTRANS STD DWG D69-4 (SEE SHEET 9OF9 8 CONSTRUCT HEADWALL T. s C. SOUTHERN CALIFORNIA EDISON 714-947-8201 9 CONSTRUCT FENCE 22 LF PER LACFCD STD DWG 2-D180 (SEE SHEET 9 OF 9 R[ 1351 E FRANCIS STREET 10 CONSTRUCT 3" A.C. OVER COMPACTED NATIVE SOIL 5,124 SF LAW ONTARIO CA. 91761 11 CONSTRUCT PIPE SUPPORT ACROSS TRENCHES AS REQUIRED N1. 1=66 STORM GRAIN AGE PLAN 12 CONSTRUCT CATCH BASIN 2 EA PER CITY STD DWG 5.02 • D. GENERAL TELEPHONE 714-980-1526 FIELD 13 CONSTRUCT 18" R.C.P. • D-1750 179 Lt ��Cp s•;x-93 14 CONSTRUCT MANHOLE "A" 3 EA PER CITY STD DWG 510 9000 HELLMAN AVENUE 714-865-6505 INSPECTION 17 JUNCTION STRUCTURE #4 3 EA PER LACFCD STD DWG 2D-193 (SEE SHEET 9OF9 ) �CIYII \� TRACT 12820 RANCHO CUCAMONGA, CA. 91730 18 INSTALL COLLAR TRANSITION 2 EA PER LACFCD 22 CONSTRUCT CATCH BASIN OUTLET CD STD DWG 2-D256 (SEE SHEET 9 OF 9 OF f 23 RELOCATE EXISTING WATER METER 2 EA ` APPROVED BY: - DATE. E. SOUTHERN CALIFORNIA GAS 714-798-773 25 RELOCATE EXISTING CABLE 1 EA CITY ENGINEER RC.E NO. 22387 PO BOX 3000 27 PROTECT IN PLACE AS REQUIRED REDLANDS, CA. 92373 28 CONSTRUCT LOCAL DEPRESSION 4 EA PER CITY STD DWG 518 CASE B 29 CONSTRUCT JUNCTION STRUCTURE "B" 1 EA PER CITY STD DWG 509 DESIGN C. IL INC. RECOMMENDED 30 RELOCATE TELEPHONE LINE 1 EA M. P. R. CIVIL ENGINEERS V. �`'QP`% OWNER: 667 8RE A CANYO N RD. '�'— F. SCOTT CABLE T.V. 714-987-7122 31 CONSTRUCT BLOCK s MORTAR PLUG 2 EA SOILS ENGINEER 9524 19TH STREET 32 RELOCATE 3" GAS LINE 1 EA SOUTHLAND DEVELOPMENT CORPORATION DRAWN SUITE '." SHEET ALTA LOMA, CA. 91701 -t 29 5TE Z �o O. C.,D. 7 OF C. H. J. Incorporated 38 o 7 SiE R QA N4wy rWALNUT , C/4, 9 9 P. O. Box 231 �ttiT1= .. — ACToN CA 935/0 C7t4) -90a� 1355 E. Cooley Dr. -HAT'S-WORT#-;-CA, -84344- CHECKED , R.C.E. NO 3! 669 DRAWING NO. Colton, Ca. 92324 C.T.K. ARL T q INS FxPl IL E NO3- 1-9 PROJECT SHEET NO. OF LZ STREET , 8 14.0 cfs. 1 Q=0.50 cfs. Ulf - fs Ulf Ulf Int 31.5.56 47.66 124.34 45•� Q=32.0cfs. Int fi iQ-32 Ocfs to 050c Q` 10.f cis ;Q- t Ult >a Int y'hg_ . .v ,,_- -- o� / ��O' 6 fl=l4.acfs. aZ �ti b��. 52,44'0 `\�' Int.E, Ult. TC. �o t 2 _st_ 17 17 17 2g 5 Z \ A= '� O 5 b Int=1.0cfs ( .�� B- 24' A= 4210838" FL. T , 1� _Q UltF136.Ocfs , C= 70' tD b= 90° 31.75' 5900' o ��� FS DI 48 FS.' - V - C = 75' (Ult)H.GL. �� _a.F.S. A= 9O° re' yJ e= 18 Ult to Int / 140.56 10.0 13.©0 152.00' 23.59 10.0' �'S'� 1\ 35.50 Ont)H.G.L. p _ D2=54" (Ult)H.�i.L. �j� D= 54° t __ - -�- -- -�j -~ B= 18" Ulf G Int , D= 54" I H.G.L. TRA E= 7.5' (Int 1 HaL. F^ 4:5 (Int)H,G.L. C= 7.2�� H.G.L. Q Int 187.4 cfs Q Int = 172.0 cfs I G� a� I L=8.5 I t II = 54 STRUCTURE 27 G= 1.5 29 10' t Q Ult = 222.0 cfs F' p { u v ' �+-2.0' / Q Ult 237.3 cfs f. �. M .- N STD 2-D256 I L= 5.5 E= 5.85 1L N V) Q a v'A- w w 'a''r U V M ', O b ISA I 1 � I 2«G 8" 3: 27 • I " " co p >N w '� N I N O t- LG 3 5 ° .1 p-64°2944 M no u I v u O � O M m (Utt)H.GL. I W= 26 L= 2.5 ' 24 w ( INV 1628.85 8= 18 v� O 0 x 00 O O oto ti m tp " r 0 I W= 28 ,n co xo 40 am v p: h ,rico - N $... V = 4.80 /3 11 I n •y / D=54" - ,n 2 m0 ac � co pm N In rj V = 7.28' t7 I J41 : _ o it viI `n-0 mi mi VA _ - 1' /6,2 f� w- 14' .. . 13 - .: m ao m � ca o E� .� N_ O c o a c �y O�� , I V=6.22 aD a s u3 c a s GD N 00 ,� 8ti as NN LD NICOni+ h t0tp a � parr +F�Q� + � 33��' � s4 18.87 A W=14.00' 4�. t zI zl _ + N - Z O NV1615.84 1 J V 5.43' + a -' `�' o�N. d > i i (U10H. p� �1 2.25 CONST. LF. ��"GQ / \��L --;�- o) in a > I I- z I' 27"R.C.P D- 1500 J Q 225 CONST.40.86 L.F. J Q�` CONST.36.q2 I9 ` a a N z a z v� -- , _ r „ 24'R.C.P D- 1750 F. 'q j z (Int)HGL Q \b S= \�R Q7 R.C.P. D- 1000 ' �k 2 S=0.0040 INV.1614.34 ti I CONST.8.25 L.F. INV 1619.10 M N y z I - ( J QGe. 0.0366 43.11 ' S=0.0044 1. 54 18"RC.P. D-1750 f 18" 00,(VST48.75L.F. / �4 I �K 21.12 =0.0630 /B R.CF.' D-1750 _ ��/ I' (UJt) H.G.L. 31 3.5 t LS=O.2000 o o -�f 2g, B! 2.25' INV I61T 78 S' � + + + �� / � ! , I ob` lS���+ LINE B-O TYP. �I E C LINE D 54" 51.00' Lo f` ~ co FINISHED SURFACE j= �6� ZIt 11 N. 42°08 38°E N.890 36 25 W. 20.D0' a a a � oa 32 2 z a > OVER PROPOSED " N 52°44'O6" W 7,00'x+ �- _ �' / s w Z NOTE I z to cn rn �' 5"Tel. STA . !!-rL3.gO LINE G LINE H X630 Q Int= 177.3 cfs Q Int =176.3 of / 11 �' I 3� X61 LINE DETAILS ARE - �/ • Z , / EXAGGERATED FOR 0 /. E. /(0 32. 29 N.89036 25 E. N.64029'44"W. Q Ult = 227.3 cfs QUlt =226.3cfs/ / 27 / 1529.54 � c,�' E,Y/,ST. 9'� CLARITY Q=TOefs 0 4.66 1 711 Opp S,(A11741fYSAW6P Int. EA Ulf I / / I 5 Q= 1.0 cfs a db I 24"w. 1 / ,�` I � Z NOTE Int !w Ulf c, 4_36.cfs. Int. \��' 1 /� !� �' 27 � � o, a TRENCH SHORING 1S REQUIRED FS, " Lam. I " Jv _ WHERE STORM DRAIN IS BELOW A= 59°154s "- -- - A=_ 90°' Q FS c1•t u►t. �G EXIST FINISHED SURFACE 27 I 1 8 Ss ^ JI I �9 tr " (Utt)H.GL. b STORM DRAIN I t j U 1 V 1626.I8 L��. EXISTING SANITARY SEWER _ 12 B- 18 - - `�:- / N D- 5 4' (Int) H.G.L. t C = 7.2' (Ulf)HAL. 6 / P. 1626.81 7 / D - 54" (Int)H.G.L. . - / I ( N 0 11 E= 1. 29 115.00 S * 27 / F= 1.9' 11'0�� . E = 5.5' � r TRANS. 1 W=28.0' 9 / I I f 27 5.50 Q @ w= 4.oo' ;t t I 6 STD.2D-25 til v = s.08 ' ap / / I �, �0 h I + y Ulf t, Int �l / V = 4.018' r I 1 i I h riI o; X6'6' /�? -- a ,� W = 7.0' ' n � s�N X620 ` _( a M 17 ?go v = 5.79 (Ult)HC,.L. -_INV.Is71619.10- t o o %0 a s ' I _ _-�� 4ss' \ Q I 6 5 SO AO CONST.43.00 Lf. 54"R.C.P. D - 1500 S=0.2200 �ti Q s 2 �� -I _ = -E(Int. )H.G.L. a3.D0 I t� 1 f��603 13 \��aQ� 2 3 CONST,50.57 L.f. J .50 \ CONST.20.01 L.F. 54"R.C.1? 'D -1500 S= 01000 �N 18"R.C.P D-1500 3 CONST. 18.841_.F (Ult)H( L. INV.54"1614.78 6.00 " S4��6�g I S=0.006 2q. I �- _ _ --� INV.54"1614.53 �C CONST. a L. 54 R.C.P D -1500 S=0.1000 S 52.82 24 R.C.P. t I S=0.06'8 - -�- 4.66' 5.50 N tv 0) ^ N Q ' CONST59.38L.F Q1 (Int.) H.G.L. V.54 1614.34 O� O c i et Oi 26.25 l to ti Mp O' ti h co OD CONST. L.F. 54 R.C.P. D -1500 S 01000 '� '�' o N N " = IS"R.C.P D- 1750 ha 2.0 0.8 / , , e"S.S. LINE A h to Mp o N o + ± 53.50 © 2.3' S=0.1157 cv t� + + o -- - \ 61.58' T ,n cn + + O o \ EO CONST L.F.54 R.C.P. D - 1000 S=0.1000 T '/ 4.0' J 27 + +�o _ - ►a- J 27 LINE I FL. I 4.t' 40 , d aJ }a. ilinD N <n cn OF CONST. 30.00L.F. 54°R.C.P. D-1500 S= 0.1000 LINE 8 ss� SINE E �_ 10� PROPOSE c� e \ A rn N B C E F h " ' N.60021'49"W. CONSTRUCT 313.23 L.F. 54 R.C.P. D-1500 St 0.0186 /, O O CONST. 5.00 L.F. 34" R.C.P. D-1500 S=0.1000 N.59 015'49 E. N.890 36,25 W. 4610 . ' 2oao L.1= /� 5 6 7 8 9 10 ) cr �� 1 / SCALE Horiz.= I"= 40' (`Fi' l , x00 5 � � CONSTRUCTION NOTES Vert. I - 4 ;�(,` P\�� 1 Jy 1 INSTALL 54" R.C.P. D-1500 a BENCH MARK f�0o� �.�� PO�� 1 �� 31 2 INSTALL 27" R.C.P. D-1500 nor � I G b P DRIVENAIL a NORTH END OF N.E. CURB �'G�, E 6 1 - P1 3 INSTALL 24" R.C.P. D-1500 Uj RETURN o INTERSECTION OF ORANGE 6O' CQ�� 7 V�O c1101��,�P� „ t. JASPER STREETS 14 7 �� o L xh p 0� 5 CONSTRUCT JUNCTION STRUCTURE R PER CITY STD DWG 508 NZ ELEV.=166 4.01 ? 7 12 3113 II 14 /°X�2 /Ax i 15 �, ��� ` ,X�y L � 6 CONSTRUCT CATCH BASIN 3 PER CITY STD DWG 504 / \ S �/ 16.0 1 LCr 7 CONSTRUCT .LOCAL DEPRESSION PER CITY STD DWG 518 CASE c- LLJ -- ti �I �F m la I �/� ti° `✓Sj9 II \s �F , 0' G��7' xe'1�b �1 �� 7`�� 8 CONSTRUCT HEADWALL PER CALTRANS STD PLAN D89-4 �. 0 �- s Io.o ,A 1 �•6'� O � � 22 29 C, b ' b Ct `:t7 '�` A �� II I �v x 6 9 CONSTRUCT FENCE PER LACFCD STD DWG 2-D180 C) �' uN > N 'X tiFo'r �` �►" 9�s s '� �6. \O L 5 5 M •� o I 4.,e0° �° 17 j `�p2 `'�s? `4j�a ,�. Z°1� �'' >�, 28 10 CONSTRUCT 3" A.C. OVER COMPACTED NATIVE SOIL o '2\'�° I �' C-gyp /SO- /OA�i �1 4 �� _ �(oZh si y�cP� 11 CONSTRUCT PIPE SUPPORT ACROSS TRENCHES PER LACFCD STD DWG 2-DI73 2 O I �C `4.t� W W X '� °Ja 0 '�� 0 (� �+� 12 CONSTRUCT CATCH BASIN PER CITY STD DWG 502 m /9,, �t z a r er o s° 1 �' z I Z `° Rti tea. �,-- Xti 1'/41 �D I 2 2 13 °!q I -! J K 6 2 \O -- 23 G\ �xp�b 27 �6 13 CONSTRUCT •i8" R.C.P. D-1750 � --- - F LIN K 'l W ' �`� �� '� 0 � 13 / 27 14 CONSTRUCT MANHOLE "A" PER CITY STD DWG 510 LINE--,A � o LINE A 13 _ _ _- ��. `� - ` ~\ B• z \4i1` �• \ � - 2 6 '� 17 JUNCTION STRUCTURE #4 PER LACFCD STD DWG 2D-193 \`fOlt, ' '•�` \`� `��` `` \ ```` ` \____ �J�_ �,`oQ\`'` .� N.00°3T'S.7"W. - LINE�,G % - 27 N_.. I. LINE 3 LINE I Existing 8"Sonitory Sewer - -rt-r -� - __ Z4 4 - ti. on Jos Der St. INSTALL COLLAR PER LACFCD STD DWG 2D-393 ,-'EXIST. A.C. ��'` . -- > -- ` -- - - -- -- - - --. _ - -- - - - -- - - -- 31 �y0 +`b 1a -` - `4 - o S -� 22 CONSTRUCT CATCH BASIN OUTLF.T, TRANSITION PER LACFCD STD DWG 2-D256 - w -- _ _ `8„Wy ,- 3t'S7''w - s'w - - - 8'w--- --- - - ! M1�` - s'-� 2 LI i 2 LINE J 25 27 °+ s" i NOO # I /� LINE IF fi T o Rj aD I 13 t0 " INET_ _ �G 23 RELOCATE EXISTING WATER METER -, 'I % (t` Sj' �' 00 % �� ` 17 � '�\ `1 ----- - �r 13 _ _ �. 25 RELOCATE EXISTING CABLE fit 33 % Q ' let I ( D '� 50 ( -`ii ` ? - - �sJ wm , ` . _ 27 27 PROTECT IN PLACE 71 J �� ' W ( /0 ��Ox �/ / ! // 28 CONSTRUCT LOCAL DEPRESSION PER CITY STD DWO 518 CASE C s si °' \ 0• �' � � a � � 1 r x 27 o c x, 23 27 /x , 9 O M ` Q 1 ' r�. a3 1 C/�,A, �C@x ,�+ G H /� N L , ti K F E NC c �D Gj 9•(� 29 CONSTRUCT JUNCTION STRUCTURE "B" PER CITY STD DWG 509 + 33 \ �o rp\\'p� G ,�Ql`J� 1 (I 0�1 �f� CD Z 3y�'e� x 36 p°6` 00 C/ 9 ? Q \ �� I I I 1) F A9 F 61 O �' Q Q D J < W QQ` I 12 ,y 1� P I Z 9 RELOCATE TELEPHONE LINE `�P�' xi 5 1 Ilx� I:I �I. 1s'± rixoc., c� ��ti 9 a, ,Q �'C I V c�1 I T ,PS �, N I (I I I •I /a ` `S 6 31 CONSTRUCT BLOCK E, MORTAR PLUG. td 63'� �/ 6 8 •4 ,Oj �,`��J II C II I. I \�,� �\ 3 5 I 6 28 32 RELOCATE 3" GAS LINE + off' �. \ m 16' I c% x w o,Q 28 Q= 36. cfs. Int .h9 o p I I z 2� / oo I I I �� e 2 A S u 1 1 _ -T ��� Q=25 cfs Ult \rO x°i0. p�0� Off,/ DO gh I (( 40' �'' �' wt� 5 - � �x Xo \o x� �� •a - � � .r1• MOVE LINE B SOUTH, TO CLEAR DR/APP By CTK,INC. 1-19-90 17 17 �' O 11 i i t I' I F01 \4j I 1 '( F �r� F.S. .0 6 ( I DESCRIPTION OF REVISION DATE c1 Y -�- f HUNTER HIGHLAND � � I APPROVED. 11 (Ult) (tnt)HG1. AVENUE ���F 7 Q=4.3cfs. 27 -- � I DR IVE 12 ` Int �Ult �8 . / CITY OF RANCHO CUCAMONGA 2 , 2"G T I'1 ; 7 31 Int� 1 H.G.L. It / W = 28 ' , 13 /� JASPER STREET JASPER STREETSTORM DRAIN r) V - 4.91 t- 22' 17 // TEMPORARY PLUG I If 22' I I ( ( 9 I,3 I ( CONST.21.75 L.f. TRACT N0. 12820 32 x x x x x x 18 R.C.P D=1750 Sass 11, 11, I I I I �° I I INV 1616.28 S=0.1000 FROM HIGHLAND TO 360 ' SLY. I 27 " QROFEr�O APPROVED BY: -DATE' 'L I CONST.58.93 L.F. x x x x x x x q Z7 R.C P D-1500 �/ 2.0 60.93' S=0.0757 _ 1 LEVEL LINE INV.1614.78ENGINEER RC.E. N0 22397 3 AC. �' NOTE h Varies I t0, t4 T. k DESIGN RECOMMEN E --� �6.0' I'-5, 3"A.C.Over ^� 100 � C.T. K. INC. 8 Q IO Undisturbed -� I HYDRAULIC DATA SHOWN ON THESE PLANS INCLUDES Q UPSTREAM 3 BUD/ CARL CIVIL ENGINEERS Native Soil I rv� Y 8 THAT WILL BE ADDED TO PIPE FLOW WHEN THE PIPE I S EXTENDED AS 24.00' Me• 66 667 BREA CANYON ROAD-SUITE 29 LINE' J _ _ DES I GNEll 6 7 C. F. S. OF Q 1 D p FLOWS BY CATCH BASINS AND it Cxv s-S/. 93 DRAWN WALNUT , CALIFORNIA 91789 SHEET N.29°22' 03 E . `- ACROSS HIGHLAND AVENUE DOWN JASPER TO DRAIN THROUGH CURB �fYfL EN t� R pA• (714)598�- 9035 9 SECTION 8 - 8 SECTION A - A OPENING. LINE K sf'� ���* CHECKED -� v/' 11iNO. 13669 8 of N.69° 24129 W. OF �l1Ed CARL T. KO[ JR. Expires 3_31_ gg DRAWING N0. STA.4 t 39.44 TO 5190 STA. 6+39.44 - 2.r- ��o; -� CARL DATE 9" p� FILE NO 41 I I PROJECT SHEET NO . OF �Z For sweet see Standard • � / r Catch basin plans —� /f telrt « rtireierttd r r Varies b suit J r concrete pipe or C.M P Main Lin! ! , r ♦`♦r cond1lions O / , n T S t i i of 10_ 4 v '6� --- - ✓ •Catch basin floor -' /8 /.0' 5 min Nott 4 0 — �• A cavitate cc#ar is r�Nf'lterr Elle �9d fly g ll enrt'erds >Main a reinforced 1W ,See Note 7 see Nett T cont. pipe or C.M.P. 36 15 f7" 0/0 ft. per foot. 48 15 /0 2. wh"Reyes Of Oft"nl de p,X- n air plired with o calvMfe '-m 420-c-z000 PLAN 57'r /.5' /O" e1 }-A 1 ' 'Rr,n'� Conic. encasement .Connector pipe CIOYN?/, L Gild T shall be those oft/!!k►9l`r�pC 0=0j or Op, inter pipe----- � 60 .l7 /1 66 175'1 // Nh�tlr►tsr is gl'robf *l tl sir 000 .:% p'. sale S. A Ste Note �_ ,3 lir p ,(�,r�,r than 66 O ;Decal Cdlk�►0!'tQI iS /rQ[MJM. •-• .. See Wore 3 4"Min« t-- w tMCltle M 1' . � •: 1 1 f]•77'C Rsertaf, teesrpxr fall to ♦, �A••,,rr,�,.�' ammorelative density • •�••••.',' ..♦ A� ^'rw - 1 _ For Si1r lJbf bS/!d USL• next S/2r required by r If :A . ::p• C__Weciticatians ' >Pipe beedi CASE 2 al• 5 Gh feffvbrting on pipes 24"ar►d less rr dwwfl r ad a,oils" Note AN connector pipes (wilhin the angles specified rot Cost 2) Ni Af *es where &Vk- A %S kss /flay /O' Undisturbed eertA+---�//Q /�/..� Shoff ►e Mcosed when laid within the main lint excavated I - ��419it 6• Mye feAolarc#9/S reqwed the dbnefer of tfle CknAr Ars trench, or when laid on foil which has not been denslfied L SECTION ®-B SECTION shol/be Dt(2x Nn/fthvckness/t 8." CASE I NOTES CASE 1 AND CASE 2 CASE 3-SADDLE CONNECTION + �: ►,: 420-C-11G171� Co�errfe � yob �. •• .. t 7. ilylerl a is egTro/to or less than D?, /ail Af1►�r1S 0►rd wrkfr a J. Angle A shun be between ween 4S•dcgrecs one f0 detreet end NOTES: CASE 3 - �, �ISQ'L•t7ter 1/107 Dr, /ole/ SOffiK Moir line .- ..:,I . � D shell be 24 inches a less For smaller values of A end I Connections to pipes 21 inches or less in diameter without I L ,okk. �•• r�I letter values of R use apOroloriaft standard Structure, function structures or precast Y branches shoe be made 1 ^�;' a B• P1pe maybe corrj/9Of�metal per, Conte pipe, 0r raWorCed with saddles Chisel mor- 2 In tie case Shoff the outside diameter of the inlet pipe ee- 2. Trim or cut saddle to fit sew I / avxv ll ,Or asbestos cement e p snugly ever the outside cf the i � p,� pipe O0 `` teed one-half the onside diameter of the main storm drain. main pope, and so Its axis will be on the tine and trade of the connecting-*ot 9. Abs M art used for o size C/lon�e on tilt n►afMine. I 3 Center fine of inlet Shoff be en radius of mein storm drain 3 The opening into the pipe Shoff be cut and trimmed 10 I I j0.D I /r Wil` except where Elevation S is shown on Sal drawings fit the saddle so !hot no part will protect with„ the bore �a_E,d_ ~Mine ` 1`�\L • of the saddle pipe. :�. :►. i \ I _ 1 4 Tht opening into the main Norm drain shall be the eesside 4. The conneuing pipe shall be supported as shown on Cases I f "'r Q► 0 D diameter of the inlet pope plus one Inch onoMmum or 3 inch I and 2 I 1 F ��. ;','`% -Sactrfitt C' �Lv � Rreximum I w � P l ' ' Superseecs h of so"number dated DECEMBER, 1953 I / • a - pope�i^t L ' `� SIa'A• S All corragotod merol pipe enc fittings shall ►t telvanittd �t 1 a' LOS ANGELES COUNTY f t' G. If Angle a rS 4S degree? or less, use Cest 1. If Angler FLOOD CONTROL DISTRICT I..• ,� ----- / is greater then 45 degrees, use Case 2 SECTION c-c SECTION A-A JUNCTION STRUCTURE REVISIONS i� LOS ANGELES COUNTY 7 Own w chip end of connector pipe f1usA w,M inner swfaet "d FLOOD CONTROL DISTRICT CASE I e r.... 1111 :..—�,,.,•o. ,1 t1 s er tt�,ad No+e e of mainline pipit Round edge •f concrt+t pipit or reinforced N 0. 4 �4C�/2' I _ t.n�rett pipe 5-4 Comr rips ® • , Ae..�C �t. CONCRETE COLLAR "•• . REVISIONS yam,= A SN, rAs eerE oncx�r T,or .N .q•7. ' 0• Station fptciflN M srssrints eoptfes at tM Intersection of iwslde O`i • FOR PIPES I� INCHES •dere well of main &term drain and center line M inlet pipe. .r.�....�• K o � 4-1-7`2 fl..•... c.ncr.r.OtNtl,Derer THROUGH 66 INCHES V A R /j/�-�� _ APpRovAl REeo«rENOEo tT ...».. D.Y.M •"'o"eO^ It • w w� ScAL& DAs[ 193 /sJr>!G�iiZ��ttr+yc� ••�•_ _ sc.0 - oArx - f er+rrr , r I R , S Out r r n o0o c r rift Rett <� -_ ,4L dei/,moi&&cart J H MANE C N6 .«en I - or A I'564 B 3PP0 ®' Lia+M 4 Mere �%+rer+r Petr�r./ ---00 ei pus p rrrrler crew '-fAerG4 lo,rv, A r NAer cane*./err«t I e Dr/sl ,. 6• ..w 1 S A S �I belled r ---------- - - rA,,, _ - - - - - - S- -- - -S - - -s -- - -- - --- ---- emtet/n Precef, �or+a� Ee'sfr'0 anvM w Titnch WAdM T♦ ,«• "-- 1 1'M Ir' N.0 Pyr 1 ` [7 E ` 1 $frorl . A rc•Aw-d 420-0-mm cow • • ;�- ` O l .•. ' ^ / 1 , / vl +.: Ater r.' - -!000 0 1 - s e L Zt - '► - -:'tom- ]� 1 1 [ #lop - A- 1 - � ANRMw.w/wnrorslSM MI 'jp 1 .� ----•► ' A r ` 1 J , M 1} O 0 M NPI ! NNW~ c[r'6►t kill r I 4 F�{' 1 I ~* / �.l1 /� 1 S// 1 1 � lss plait 4S� 7t� A , J►� // I `'. �`- - -00 Q1 I20-c-7000 4bmcraN Tpt A SECTION A-A '-`- I > 1 CASE 1 CASE 2 ENCASEMENT DETAIL CASE 3 I `-RCbtdll7 erre f l b - REINFORCED CONCRETE BEAM CONCRETE SUPPORT WALL FOR SANITARY SEWERS" CAST IRON PIPE OR SPUN REINFORCED t I , re%ntarcrd per fatr/t undar Case t. ' r seArEf►At Arorfs: I 5r CONCRETE PIPE 1 , • see retie tw this Owl OW w:rhwwn IS 0 m L M AM tett N SOW"&'"W seleeorn Par Cut 1,2 a 3,r cep lA#et t M AVr 1 f r NOTE:Pipr Copy" ArApa, °r Ot.r'''y. $Wdord.nl• soil sti N .ncoeed tw Me fACVVr"n r Oil kr S&VVe7 Serer#,All AIt ser P&or O 1 I -CG✓Vn7rl *Wvrf II/orn OM►M/►Sh� ACL �` '3 1 fAOltn r%1h 10' *be//be wp;Avprd b MtwidAl of Me ncerrmtM and lengtAtnrd,o/sly suPporl suck Incefr,nrnl. L -- . and rev noticed per MbN under ---C----- I t.: ,�t Z.Air 0 Ape cams At& w Mir s,ewole, erwy M Dred of AM mewove" Aeliar aMrst " C. /AQP dimension prrolei DeML`NSIONS OF #RSrrht &Axil ors AM P'r4rK, Irsov.#q ALLON'lf SPANS FOR CAST MON PIPE •- -C- Cosi/.Mininklow th%cknlsl /2. - A T)t1 14Cf0 CONCRETE BEAM I !.As eMnimun,Nrq,Ar rI eDe/hr tAorn yl'+M R C.dlrtrnr, nrr•wwr lee/ slit/ PhDs CLASS_/50 P/PE CLASS ISO P/PE tlOT/!I fI � /hon //B t7 D. E OfPTM • ♦ 1 O t OEPIH Of COVER sled/ N ,rrcr vlj M ,1frrcrN e/a'r0 dr cw+Mrk" MMn Mt srd.r dt int dl'mdN�al O sowsE/rtd fmm Multiple box - - S O'-e0• e'/•-A60 0r-2 4 YA•w cA aJb nnitr,'�irrt�colt~sr it I msoswN - P 1 lot M'S/DE D/AAIETER NVSIDE 0✓AMETfR Of COndrrf to E Ot co�A'frn exceeds 1 ' i C ► Amo r � , ' CASE/NOTES � CDYfR 6' d' 6' -e" /O' //B O.D,Row mew/to side 01 trench f 1 • e' � e' 4 91�• 5 I feel of"*in still PestsAlr �+rfA•dPpe of shoal the sant rlin/brCtmtrll Oltd roH I NrntorctrrQ etre/,Was M gravid/Ig cAro• rem: s enI MtArm er I+emt PIPE DUI T BOX CONDUIT 3 e' 4 9' 3 //' s 3/1 Dcam)art Prrcar/,rads ar A.amr soon be #"woo M/I 420-a-mala cwrrerto►A•mw d rw.as e'/=/6' s'-s' e'=o• lo'o• F'6' 1 0,1e, /o'6' 1 -- -1' — �- 4CAm•C nror,or rAox M pbr•M De/teen lqo o/O.ans ora)ar,om of rp#b pw MorrnQ 11Mckness os al centrally placed column. Corrdvil s e:r- _s to ti' s rt rt' s � *r-Z5, s'o' 6'-0' e'-o' -o' CASE,?NOTES. [ , rWr sAaFArrto tilb"an/M xrsp'aeY and eQe,•rs,Ilp$ealer d Me ercoodrilbn * Ser WAr tRe Shrel t ARr __.1,� _ PLANA 7 9 ' S // 6 /3 ilE' i Wo I, "N'c or Jres1 2 erre and tiro•or Qos or note.main a oMer l or aY,c, e /O 3 /I W 6 /5 T Erin., Typor A or rype 9 cross:Klan mny Jt used of rho cmAol 5 o Icor mYnimt/m /tMpffil Of bearish. — / - - 4 Wo-wre-so ducted All tri mr conrroctor sbo// 6 /Jh 6 /6�' 7 !1' rtrQ.nr puce Irh woI/,m/A AfAAr s p TMf drew elf drawing COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM /o /t 6 /s• ie' 7 pshml ore:eed'p"he a�of the from,ti g ul tet,// TAe �/mr at",nt par�w ,Q, bei ••5d o t-ol,a• dated /3 ' 6 /6' 7 for 1 CASE 3NOTES: September,1952. 0 /t /J%i 6 /7• t/' e L Coss VM-D Ileum rtAla-ted earl n A9w o/M•sant e1'anerrr m eeislfrrp We nror be used Omit IoLim r�br pi"r �'•0•. •' oiy Alr .ern W A-•rcn a S-O or Nss I • , , /, H', 7 /e 4' 7 REvISIONS REFERENCES REvislows LOS ANGELES COUNTY less Iron ,0-d,o•+�elr. tify i a D m 151f' r t0 I «, e.rE Ni[nrr,a. - W.I "To oesc.,rno•, FLOOD CONTROL DISTRICT 4]r_ Mrr61Mr L DI O/ EAI"or R.C.reMr# r„ o.•0 3 55 .cd caul r,2, n 7 Rn w Cancra, /S nr,xia li J cosy One dr lay" cofknm► **Pads 0011'Iry used. 7-- rs A6% 7 I/ t � 9n PIPE SUPPORTS _ -- - f S'pOJI &Atilt fs0/t7rrlyd !111 frolws tatyilkllyd p , , or torr. S Aon Bros, •n^ fAndor Apse 1 I -4-45 bars (3- 4tbars IseA relay /6 /74, 7 — '�/-76 !/rr,er erJ r T C-SPOO d col~ swport be" ommurld offewmd b tTorrdn►l. • ~I �� s T � , • -�- Q, / � wrrw'.i c,.'AY/rt ....r:R^ ACROSS TRENCH S t'/'-Aro• - ,�f_ r e# A.rr..r.»..+.,r v °- , 7 Yt- 9" 71 3 N'11en the p/pt /b be supported crosses the Prtnch ON a 00im,&VIP of APs& /torr 45"tock eokrmn ) _ MI 1 •:/ Ir1dM=t_0 �o� sho//be supported I! a Dtonr conslrf/clt4 Of ri911!/ Its rm fht freltch. Set PLAN A. ' o�q ld'y'-tJ'I• i XOIf!s- ' TTO rut •0 21 IT]I i I I �I 4 Columns pored direcly Durr ntlerior 1►o//s of n►t//►%pfe boats may be supporftd per G TA/L e I 12• .� s' I • i 0-e 11 6: i /' oy ---- . _ y ,, - E y I w a ly- ---- --- o.j - - - _ - _ _ ,a __L —_-✓ I- Z' 3 Co/anns fa//my on one span of o n►u/1/p/t bout/box sho//be supPorltd over hal ,gpsl'►al�y. SECTION A-A sb"f"^"n't/ SECTION, SINGLE 0 6 AN r e inrfrrci/rq s/eN shall be /-1/2'from sides,edges,one bof fan of brdms oel Columns. cover per Ary !0/16 r T rI FRONT T E L Ey SINGLE H E A O w n l l DOUBLE f l E I we n 7 All concrete sho/l be 564-8-3400, except os noted. DETAIL B ►� rr_ = =1= _-� �________-______� Q�U COLUMN SUPPORT OVER INTERIOR r� � ,,£: Q A'1.I 4 row - -- --,--- -- /iA•,h"•err._1 1- s Awe•a e:wr rar..nrt ra• .Yn.arr i r , 1 ''"• L_�. -I~row I1 �C 11irot WALL OF MULTIPLE BOX ! 1 'r SINGLE oouoLE ter.. .£ i%" ,',t•, 'I-r.-� 1 ural wi_l•�_-•: ConerMpcb!/ole 1 1 •, 1 0 Ir L S,W ox L S're1 Col ertrAt..re'r'•w : 1 4r. j sowir,'rr stow, �I '"' "A' REFERENCES REVISIONS LOS ANGELES COUNTY I ' (� I GENERAL NOTES , , r i - -- - +. 1 , I �e•r•+ i ACrVrI 'd• I I , ,� h .n rl-r r .re oar••. trrs.r dor...q•w I Y Arlllf I I , l!r Yd r I l ,n L►r u ltlt l - ; I x SECTI� X-)( MAlr( DATE DEKRITION FLOOD CONTROL DISTRICT I t ..so- r•rr `� C 1 1 pr , Z--1 I , I No deduction mods in puont tier for thiclnrn of pipe »ell" .t TS 1 ., r r s rr. �s Cl �O; r , 1 y b 1 I ••Q/rltf Prpt , 1 1 I 12 I_5 5 0 3S 060 D-0 S0 0.14 -- -- --== s �- Chrangt 7 r0 p IZ 1 �j r� TI I _L + 1 ,�, 1 I i I I I 13 1'I' 6.0 _ ,O 0 13 9-6 --60 1,1 2. All reinforcing ileal r'A ban. All vertical and Aaisonhl tit bore �s r le"morimum spocli 7. '` 3: 3-#s eNad etstr ,z, PIPE SUPPORTS �- - F 3 - ' �' I 1 , i 11 ' ' I j I Ile 3.2 7.0 50 091 10.6 75 1.39 ' _•ti` .4M C AM Cr.,r �,„u,rr„ 1,�, t 3 and 4 I 0,2 I PTMrssf , I I I i 1 3 Length of wall •W•mo be varied to wit cendltlone encounted M • red►r•rr •r _ - I i _ Q 4-n Revised comereff ,• J _-Concnfr Ce/lar w 9 r -' " r r I ACROSS T ENCHE R•'r-� 1 ate,/•e• ' I. I Trl7xtifK» I t O I 1 Q' 1 I I 3 S 7-6 6o i oz f 1.6 10 L7z ,he fiele,and shat h, fine Int7r lotion may b. v..d to catarlah o ro r b ' I I ' , 2, 3'E -i-6 7S 1 ZO 12-6 100 1.72 tuontrtiu. G-+ too dtsr Warren rrr•l_�-_--r j---�_ I` , I , ' I 1 I I 1 j7 3 U 9-6 0'S 1 39 -1�-0 IIS 2.00 err r,n••• � --� I-. _I I--t� RO-C-10rr0 Calc---- -fArArrw•M nrM 0 c,.. ,,•. ,d_ror4"srarR sf'E7 Ar':fwrx viii& un s+t►AYtex _p'IMr I ••- Trf'r•� � l'T6 f/dtibdi /Yuinf I o Grrb-• 1 4- L---------------3 )0 , 2 10-0 OS 1 52 IS-0 126 2.21 _ t:s�tsstizaw lsi I-.-___ • 1 1 -3loptorolvflet pipe 33 •-5 o 0 too 173 16-0 130 2.42 pr t rrro .•M , 1j� loll B _,WT_,_Q€TAIL� ,SECTION Y-Y - c Art K7MK s rslrCesr/rC A t K At T n'rl►rf►AcaL Ap41t►T E M�Rtr7Pp1EYe0t1 NOT TO DATE R o T -Tkf Af tt from! f PLAN PROFILE ACTION Al 36 . e 1z o los 1. 3 17-0 145 2165 CwerptrOrry.IeO/se, 39 ,-11 12 6 L14 209 10-0 170 2.ef! -Motfif brtfarn,sk4M trod CASE 1 2 5-I 13-6 23, 19-0 les 3.13 . y� � � � � TABLE AsreTC OF CaIKORMA rip//d catch Dos,n.Pore she/ r D d X Y ,5 5'S 1, 6 260 20 195 33DbUStNESS AND TRnNSPURTATION AGENCY __ rod+ollym tpof3idtna/k,fbb. 5 E IS 0i 0 200 36t• 0 -� .A A -420-C-t000 IQ 7 f ' • ' — ' + ` B .1- •L le• d3 // a 5t SII i6-0303 22.6 229 cot SNI/pipit + b . A /nsidt diomehr o/ she / concrNd '�� I !� tA.S.IAI./20-47 e DAPI/t 2•for tr inionou/sidlr 1 x r. f-' r= l _,, ° i 60• 9 d 5, e z 17 0 3 31 2 3.6 zoo , 30 o �' �' a PIPE HEADWALLS f • " daNft/tr of bed/'� .0 '' 'I /� y� c 1 A• D .� .��,•..._. i i .t - �I :.',. , -I a ' hr 1 ' 1STRAIGHT NEAOWALLSe _ t17 .s' s ANO STRUT DETAILSCioss Alla-IorF '- ti r 1\ ! oi iT !/ ' y t� R6 >I t1 _ t �. , ♦ ) �r I 1 I 1 , 'lei a 30 4' J • i. � ./• � j ►.:'1� rat , I eY � 1 �♦/ Y �fl �; r y. p `: �c ►'.. - /_ :�O��f a f� >' -- /� `iI� Q` I Tirorttit%c►r C P7' 30• 0 0 /. �t LSArb ..•L' r. o i I I f0 0 -- ` '� � {.e. � •►•- � �/ :JCS i, r .' �,,e ';• L 36• 60' 0 0 t ` ,: '"A r`� 4 t9J SklotdOrifMPipe !b/ud orXand YcioMulaW b ` _ CW90-00111i Co/br fYtam fire 1bl/orrirry lbrrrx�+7tf' ► s- ►. t 1 QNorl .46- ` t artltp pPpe X• "ll A \, �I: A ' .. .; :,•:i:. _u PLA , ,. t Sora► rAPW CWr0tAtd N L PROFILE CTION C-C 3%n.d SECTION A-A d: A : CASE 2 NOTES 1 �:. •'. /, a'• : t1 A3 ZaCevvlr B t bebw i L rrw"ifiort be e/Hier•palm t(stcfooll")or mase✓rft AD`O We';r rxan Aon" 9Oe'r'9 -------- SEC B-B lArfOt/A Jt cm/rncforjalot,avrrErt,IherCat•r for cbst2. .---_---.- V•-• *SN AsbAr MAts► Air n&irintA,R �� t.QYr»ensocvu:Cblth corm wvllondsbb thKkrel,,rOltp/h•rsd f n x - �i ---*--- 1 .e j'Slelrnal►pclad!N• �o4 TABLE R n wit vviorwrf yn//be as 3honn an ill cv**basin stw+dard S fs a/v c �^ ,sD trtwrdP dii arm the OFrswr J--.._ Nr gc/r cope u nrbn��7°��erd 9�r PP4 AtwpMs d/ beu'nq CASE 4 '' I S- A.6'.. a ••. O G 7Trditrondeo"fel-s/IaJI ^9J urrillrmrli/rrErn OlbO'.d _I___T..� 9 Lilt Pbs/, .. rh ye+v r / C cozy a' " DESCRIPTION OF REVISION DATE CITY T rr. SEE DETA/L C -P'ft<4 alms-� 1 'ey i . t.- -T � � 6• JdA'7Jl d1 t9ter Ao 0•lZ'AA.shia/J ro>'ex[v.d a nrax,mu»r dr r-r 1 •. .. ._ -- f ,5qa rot l.�re~r fir y' ZT s Ier/R7J atfMrN,SIJ/bR7rartMPr�KfaYVrrirr�7. I .>' hi go&,ill rot/ /rP't/ �Dhl rr+elo/ nrv/P e/ APPROVED d may be°'x✓va*m 90•or ass,and sru//Dt 3hewn on the 'Y ori/h !I yo wirer 1r t(lI ce.':ti•, Agar/toterro/s oI . r 1 x.. tj- Lt/fN 11' st 4 rr,•,'. ,G'-C'►AN STEEL P/PE — c•Sr Iio� _ /� f I: /rQjtet d away+. WArrr d or R difl?n from Mt w/un r/errr+ ^•tit¢ w - P� I•-., ' I Hpe 2 T in Toth A. urs o/a agar Ye,co cu,bad from fM lbrmu,a0 ti' PPP s� CITY O F RANCHO C U C I I ONGA BLE SPIa ® ,,po t'•+eon,sE � -��— p .�s I � - • --:�' ruder ToDN A shell be sAor'n ars lire ecu drOwtrrol DEPTK :► •' - i�, ' I 0:e. j_ - a f i 6' a 30 7� PI'n✓ choir ill fobric-.�. Ar•• 'Abu Is s SHELL TN/CKAIESS l: b �- •: ► & 3. Alec st tna rrttttxr,hon be r•,ntercd ver 1250 0 Ibr o•/r �; of h q+r - �� i + :A A. C ! b • Rsj' -Attar o/f-04 fii our eA�12' 33 toncrere pipe. hI � .tits COYER %O %4 318 %? 5/e ► I t b . . I I I T iii f bottom 36 d' A, Carxreh tolili(Otto/l e7.shM/bewtdm A oin the t''•ti� r �� �/ J , •�-_--- 'ti •x'- 0-8, 'Ceti.. .•;rC rr1 Meod..•e/I I I '... ti 1 �?: 1 2- . .. 1 C , max ter' fj ,3 trtrrJ/hon with Nit oufltt pipit. STORM DRAIN O-B' l3 /7!j 23 271f 30 .. '►'. . I-/8,.,:'7 - +.' .. • _0_D_ r4./t': �pOC s t� •J000 pi s,. of to otrya. I - -. t •� A L•..! p".s - ---- A S. floss of boron stat/Ot/nawlMd ho/tord,enreeM Arrt•IflCrf �; Igo eP.ty A/et7 Tinsm rvrro I Q;/6' 9 /3:t /7 20 22 i•16 .& _- O.D.00 -- end sA�ou,/opt rr+ern en drractiwv Ib nw Duller � �' � , n•;/h 141 ,r,ro tteP t rrc c / 7 /O i} /9 ,S i} ,B • - , -- -- �Ld SECTION D-D t ,yls„�Ji/l a oc td a, boll no,/near sattet(see 1. ' + ~ r DETAILS C I ►. 1 DETAIL A 0 Ab r o/s7j Pl �, u A1/irui7rtNn L d fillO/ End d Rpt I OMM IT M t TTRR A_N S t�qN e. uwvfun or ttRr ra varve tole er tAlr ou Ntt o r!r/drpr.stb \ alai/Or 1!r»•td by c7A»sd foray and Ther//rpt bt,+xody p5/ t0'long /igA1 ry a i91r/iiia/d rn fr y I SECTION C-C 1•MWO/noffor dA,• pA�strr+ng. 01,nM of Corer S Alin Beorin \ / � 3•�.'g•, ! Jtr}boa►otoN awpooed concr•eit.thse canA•++rrr:kpe,p•+eeb. --iiqr _w t AIAT of,7-x1,A.d cakol%rkr/sh orro/seor,rr9 f0 existing r pt opwed euro and 11111111111111 B'1 -16 0 - O / B 0 X CONDUIT ��6iPCRfi//,camper/dd w emso#d0rd NNW,stair V ndA do"ctnt ro etre eoern. TYPICAL HEADWALL ' FENCE ELEVATION �.0 f �s*Q TRACT N 0 . 12820 to she rriAolive dtrtsily rdquirtd by PIPE CONDUIT c` ss 1 _.Mow dI A-•t ties a't A7 Gutter pope 3holl be h"mmprt to final:h st o rd/tngth be- No. 2-D Q CASE 5 't Y I +' fbra ernc.rrh a Wed l6'/D-Z5'0. 24, the speecilitrolions. CASE cJ tqr,Jrdel,l attain !!. Trons/t,on slrvcfune(Cose 2)maybtcar►shY/cftd rn xing•ir-P direction by rotating if about either pill T•ar'r' .,gyp � APPROVED BY: DATE: � REFERENCES REVISIONS LOS ANGELES COUNTY tl deo-dppd. "y 1t/{IItT 22397 WRe DATE DESCRIPTION FLOOD CONTROL DISTRICT �•/leceerttrorsRhanst&t L; L `, `OvtMfPipe. T. s� = CITY ENGINEER RCE. N0. 1-5 S Ste 3e cafes. - Ar twhbrctd Ar B' - -- -f-+M►t ort •Iola? A t-SS hw,ped ro s • -55 std Cerses l,t, PIPE SUPPORTS (nso oi,e o-rr'ee� n,�*pd�,i,9•rt• REVISIONS LOS ANGELES COUNTY NO. 1366 7�O DESIGN C.T. K. (�-- RECOMMENDED CASE S NOTES•' 3and4 uAAn &Ars Dnco.'T'a« FLOOD CONTROL DISTRICT . gyp. d-3/-teJ BUD / CARL CIVIL ENGINEERS �• a �t 3 / Tht eoreertfl support tea//shell be con fn folef drCO3AV /a of dbMlls deer Roper fth"M for Coat t, Q -Tt Revised corresHe ACROSS TRENCHES SECTION B-B DETAIL 9 �J�/ * PG ".1t &het►/ except as otherwise show", destpna,ion CATCH BASIN OUTLET �, s 667 BREA CANYON ROAD-SUITE 29 P IWAR GONGRE r,� ��II1 I ® /-76 F/eribre joint DRAWN WALNUT,CALIFORNIA a 21789 SHEET 2 A// concrete shell 01 4T20-C-2000 � TRANSITION STRUCTURE 9l ��! F R D.A. ( 714 598 -9035 lwu_er Ec PLAN, SECTIONS AND DETAILS �yL CHECKED �'e67\ R.C.E.NO. 13669 DRAWING N0. p NOT TO DA E No 2-QE 3.3 v� OF 9 1 i 1 I tIAN..S•� SrsEET Of By -ML .er oDr s_`, CARL T. KOBBINS , J Expires 3-31-93 / /'D wr �•" TTED ortt»�. sc le DATE -2. _iP-rn C.T.K. DATE 9" Z,' e9 FILE NO 41 11 . ... .�. . 11,11`y..:4 - .. •. _- _ _. _ . PROJECT SHEET N0. _ 6/ OF •2, BENCHMARK DRIVENAILNORTH END OF N.E. CURD RETURN (j�TASSECTION OF ORANGE ST. Is Iii =: ELEV.■ 1664.01 ' _ RO K--- kie HfLLSIDE '< A GENERAL NOTES S 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, THE CITY OF V j RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC SAN ' WORKS CONSTRUCTION -CURRENT EDITION. THE CONTRACTOR SHALL D FAMILIAR GWITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND L W _ � SP h = ECIFICATIONS. Ir49 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES, U sANYIN AVE. METERS, VALVES, FIRE HYDRANTS, ETC. , WHETHER SHOWN OR NOT ON THESE N W PLANS, WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE t IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF L ORA WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO EXISTING EST. W FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER TRACT 0h • 13 7 7 OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ALL STRUCTURES DAMAGED [HIGHAND A SITE DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE ENGINEER AND/OR OWNER AT NO COST TO THE CITY OF RANCHO CUCAMONGA. OTES 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING MAN�tOLE •(V DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION RANCHO CUCAMONGA. WITHIN CITY OF S, N ( rot* L-_ BEND REINFORCINGBARSINTO DRAIN. BOX FOUNDATION AS 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 1.67 SHOWN . ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE TORM _ . DRA1 ALHAMBRA FOUNDRY 2,' PLACE DfiAIN BOX & STABILIZE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS VICINITY MAP A-2015 COVER RIM _ WITH 6 MIN. GONC AS SHOWN. SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 1612.40`1 I 3. INSTALL #4 BARS I FOOT LONG _-_ _ _.__ DOWELS a 6 C-C IMBEDED i. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A CONCRETE 6'IN DRAIN BOX-EI-FOUNDATION. ROCKY MATERIAL, THE SUB GRADES SHALL BE PREPARED BY REMOVING ALL ROCKS GROUTE (TYP) WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE 0.5� '' 1.5' ~i; ,0 �1 MATERIAL. c 7,••'i w �Cw' 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE REINFORCING ! '' ,�e .'- o� CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN BARS - _ I DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN jCONNECTOR THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER PIPE IO DIA. ITEMS OF WORK. •. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ABERMOD TOPAZ �� i RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED %R VE I� I _ NAM AVENW- ( DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE iI I I 1 i ' _ i i _,'� _�• �::��,►:•^: 1 PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 34 i l ) I 46 1 44 l l 11 57 1 sa 1 1 1 69 I I ♦" 1 I I I !. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE • I I I 1 I ( ' I W '� 2'-0 �--067� AND ORDERLY STATE THROUGHOUT THE CONSTRUCTION. SITE SHALL BE CLEANED 0.67 UPON REQUEST OF THE INSPECTOR. ALL STORM DRAIN PIPE BEDDING SHALL BE PER j� { ��_ - 1 _ ����� �`._. .��� i W ' q N CITY OF RANCHO CUCAMONGA STANDARD DRAWING 513, CASE 1. � ``" �` 321 DETAIL . A 10. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. H _ I G H _ L A N_ D AVE. _ _ 61 12 MANHOLE, STRUCTURE 11. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) . ( THE CONTRACTOR SHALL DETERMINE THE TRUE LENGTHS OF PIPE. Z ' 3 12. ALL PAVING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE TO THESE PLANS, Q D: - - 0 TRANSPORTATION SPECIFICATIONS E CITY OF RANCHO CUCAMONGA STANDARDS, AND THE CALIFORNIA DEPARTMENT OF Y ICATIONS LATEST EDITION. in �0 it 3.51 , a + NOT S ------ j0. jA , .j 0 L L ' "S02or Sewer - _ rjj �' LAJ /B to, 5 1 A ealb';: 8 Som .o0�"� +#w d*" FrV*"Not- - I _tor 6 O.lo 11.ye /Dol. _ - - _ 11607.52 Inv. 0 36is a --- \\ 7 11 7 D � _ 2. InK+.rte)o/6/b•w dis+r•te�s o,e p:,.d+ewes,a cawo=le Q 2�_p Storm Drain W V/( 57 _[3' /Oevb.,L o e r oar be those a(The b pj" /. 1 \\ 10 Q 10023.8 efS -� 4 V i so l� 11 ,�n . b b \C 66 r 7s / Dawes it rep:[d. /{a poe&p-//wr 66 0 {arce� • \ I __ _--- S=0.00'4 - ---- \ '4. FW OQI 9/t/d/t�ufl tonext fi',b';ti'. . _ b W011 Footin Line \ ?S ? ' �� z s.o " t,.&o,7 v f left "10' erg.d+ea.n D \\ -���� - ( - •c ,y.r..Ae�e aqk A it kss Mar/O' s 4 \.- �- ?Q `' �--�I�/1 6. R'Ae•e ni•b•ciq is reµid the d"ane/er o/Me cirvb,e%et SA.1be p+(2rroltht4rss TRANS R/NV W y pro-e tcnn covet. Nr,.1 q,s wwb eo n"Arts/Am Al. tp,ewrrorn a e.+�r A _ - I CAL- Ld s >a i� b y Ar./c:+ tot/;ts C Al-- TRANS voter Mo+ "~ �. bena.r,yetd rwreed sbl. emrrrsr OOe,o-rerhrres s.me�• Cr 1 to,ne1*p0r. r osDestot ceorrtn/p0e LL. Q r ♦!. Abe to be W9001for o lire cAonoe on IA► MAN A0, 1 ' it 4 1 I , N0.2-0 393 _ REs.0+s LOS ANGELES COUNTY T E I ' , , � � .... ............. FL000 CONTROL DISTRICT e PLAN N.T.S. 'iep -7 __-3-t hie Av ret • �,t _ CONCRETE COLLAR A•�-nr FOR frcSi2 tY1f.S QI5I00% a Tlfl(X/GR 66 10IFS CC;:ll:�YG. No _ 41 1 \ O�(. O.� ,.,s`t'iff.;i ti�G�'S�o`•M,M, _ , �'_r MnHt �CC ii47 � - CR�. �6 p•1. ,• W ��/�� I F 6 27'R.C.P.C.P 1 1 Storm groin _ \�' 1 I I� FOR STORM DRAINAGE 10.E1- ra� M Eff I" � 78 4 7 1 15 PUBLIC EASEMENT �0 ,� FOR STORM DRAINAGE wa- 1 EC f OF l SECTION � �' CA UNDERWALK DRAIN DETAILS r -- OWNER: \ - SOILS ENGINEER: �4 I 6A F 2 5 TA Southland Development Corporation C. H. J. Incorporated 1 v -�, 4 G3 Lassen,.,.., e,e- fl fF 4 Y 3 g o 7 S�E R E P. O. Box 231 -� e....t_. 2 1<1 - -*-2 9 5-re 2/0 1355 E. Cooley Dr. - Y C-�rat AC- o N , <'19 93510 3=0.0123 � � s�+��� ��r T Colton, Ca. 92324 I Conc. Block Walt Pro err Line T S U I L io I P . 5 0' PROViDED �FOR YOUR CONVENIENCE ARE THE FOLLOWING j� FL.161372 1 6.5 )�!® 1QPFS i !S!'It)M174T1F5 CIE QD7�RPITiFS 5' p1 .� CITY A. CUCAMONGA COUNTY MATER DISTRICT 714-987-2591 tlRr F=0.0123 +o�� PLAN 3 DESCRIPTION OF REVISION DATE APPRovED 9641 SAN BERNARDINO ROAD I� � I.. V \ Gutter p o /lOMin. RANCHO CUCAMONGA, CA. 91730 I ` O 1 CONSTRUCT CATCH BASIN & 3 EA PER CITY sro » 502 _ \a° CITY OF RANCHO CUCAMONGA LOCAL DEPRESSION PER STD DWG 518 CASE C i ' \ro B. METROPOLITAN WATER DISTRICT 714-593-7474 2 CONSTRUCT MODIFIED CATCH BASIN � , 1 EA PER CITY STD DWG 502 61601 4E 6A I ,�' Lot Line PO BOX 54153 3 CONSTRUCT 18" DIAMETER R.C.P. D-1500 69 LF LOS ANGELES, CA. 90054 3A CONSTRUCT 12" DIAMETERDIAMETERR.C.P. D-1500 - 3OLF � f 4 OON_STRUCT SIDEWALK DRAIN 1 EA PER CITY SYD:.-DWG.507 \� C. SOUTHERN CALIFORNIA EDISON 714-947-8201 1' w= 5.0', V.0.67' \� �e ~�:' I •.,� STORM DRAINAGE PLAN 1351 E FRANCIS STREET 5 CON9MXT 2'-0"-X -0" V DT= IF .;. INV.1610.40 !r ONTARIO, CA. 91761 6 CONS'T'RUCT 3'-0" X 1'-0" V DITCH 166 LF =.' 18N R.C.P - 6A CONSTRUCT X -6 V DITCH 200 LF ' _ Q =10.3cfs 1- t w �, 100 30w 1 1 D. GENERAL TELEPHONE 714-980-1526 FIELd , 7 CONSTRacr 24 DIAMETER R.C.P. D-1250 267 F O'Og8p INV./609. TRACT 13727 9000 HELLMAN AVENUE 714-865-6505 INSPECTION I 7A COPTSTRUCT 24" DIAMETER R.C.P. D-1750 176 IF 93� 0 00 I 7B CONSTRUCT 27" DIAMET>�f2 R.C.P. D-1750 126 LF 2 * 1F 24"R.C.p RANCHO CUCAMONGA, CA. 91730 8 CONSTRUCT QUICKSET DB-1818 OR EQUAL 3 EA I 3 APPROVED BY: TE: ' w WITH ALRAMfLiRA FOUNDRY CAST IRON GRATE - . Inv. 1609,91 CITY ENGINEER R.C.E. N0.22 3§f E.• SOUTHERN C'ALIFORNIA GAS 714-798-773 9 CONSTRUCT CONCRETE COLLAR 1 EA PER LAi STD DWG 2-D393 PO BOX 3000 10 CONSTRUCT MANHOLE "A" Z EA PER CITY STD DWG 510 SEC C-C RECOMMENDED SECTION F- F e,•,r 1 ' `• DESIGN C. T. K 1N C. REDLANDS, CA. 92373 1 1 CONSTRUCT MANHOLE .e• I EA. PER CITY STD DWG 512 _ M. P. R. CIVIL ENGINEERS v, wy�G��► . 6b7 BRA CANYON RD. o4A % ' 12 CONSTRUCT JUNCTION STRUCTURE Ni 3 EA. PER LACFCD STD.DWG. 2-D193 10 I I 7A DRAWN SUITE _E - SHEET F. SCOTT CABLE T.V. 714-987-7122 9524 19TH STREET 0. C.,D. WALNUT ,CA. 91789 4 5 ALTA LOMA, CA. 91701 (714)590-903 or DENOTES PRIVATE FACILITY STORM DRAIN COLLECTOR (NOT MAINTAINED BY CITY ) No Scale CHECKED Or� RC 3�669�[RA:;ING No. C.T.K• CAgL T. KOBBINS Exp�nts -3 31-93 ��� DA7E FILE NO-4113_ PROJECT SHEET l3 OF 2� v - r _ _ _;. _ _.fS.EA. , ..,:. I . HUNTER ST. TOP 1NALL=1620.66 i 5I CONSTRUCT CT 40.81 LF 16"RCP I s _ D-1500 S 2 0.004 ) t 6 BLO CK a CONST. 1$tLF18 ac P F i ID _ 150 o _ I D s o'004 w sTucco RlW 12. !2' R/W iD n rQt00 = 2.8 cfs tj 9 F- 10 rOi @) CONST. 11511-F! t8"RCP m 10' 'a D-15000 S-O.165 mCq SF = 0.00077 0 F1 N.6 RADE=1612.4 18" 0- h a o a nt I C CONST. 6 LF. 18 RCP 12 BLOCK 2 m I p D-15000 9= 0.219 « . r- li I 27"STORM -gyp FUTURE FRWY 20 z Z m z SEWER rl WWI EXISTING GND. H.G.L� 1 _. .. IE'1608.0 1 13" iva I ---TOP FTG°1607.66 --- - = 0� =40' HGL- W=4 �' w 4. W 3 ' 0 1607.00 D ; v=3.67' V=3.63' -_ i 3 V=4.13' - y � >�"SAN SEWER E 0' I I A i I DO B I 3 \ C r •I 6` •/ 6 1 - 3 \ I I1 � •I a 0 o a 1 10 N \ I I _ e 8• E >n IE 1604.06 Z �� v• 268.78 a + `I 6 0 \N • \b\�j� d /�L/ N C4 ' Y 3.5 5.0, 6.5, ��. \6\a�c�`l'\$ •\6\3� 1 y/s/g S sf0 m �_ Q100 = 1.10 cfs 3 U r SF: 0.00096 10 , F-N W F I ` t- j •5• a ' 130.141 182.19 f620 s 40.81 13 io 8. SECTION F - F Q100= 17.4cfs z o N SF=0.0035 Q 100 = 18.6 Cfs W a Sf= 0.0063 Q 100 =x22.6 cfs °D 45.98' 6 O' 1615. a z SF= 0.0X65 1 3 32 8 water " Q100=19.8Cfs .. FL. V DITCH M o \� oo SF=0.0072 0 z SECTION A - A SECTION B B INV.t613.BO co \R m g a -- H.G.L.` \6 o go $ o Is �� 7 --- + + o 01 Ic N ti �� N co -t I + Iz o Z H. - . 1 I GL �5 3� I S`0.O 14� "_`_ ---- -_. _ 7A 78 z CZ, i�Fti� m 610. 1 V. INv Is1o.4o I ;�+ H G.L. N z f 8 8 8 l t r I g .r_ IN V.1610.60 -�_ + b0 p �6 o a� 8 S.Sewer 12 l O '� 44 _ X61 co co a- I I / SO /6 -- -4 INV 1608.26 INV.t608.34 �l� 1z m GAP A g + " tri n co `,� a'o 09 f 18 12----ti 1 Q100=23 Cfs p C$ (f7 W-.- O ? f 1 N 1 H. I, + m z �p, 9� B/ / f S=0.004- - 1 t �f SF=0.0123 N CONST. !O L.F. 12"R.C.P 6 IGI.30 1610.2 4 _� 45.49` 85.09 133.5 4 ` ti /�, L \�J `,�J I I rbe a i D-1500 S=Q0 l 6 ; © CONST 10 L F 12"RCP F CONST. tO LP 12"RCP 1 r0'ti ti\� 1 '6` 12 G Q =0.84 Cts E ! / D- 1500 @ S=0.16 F / D-1500 ak S=0.086 65 1 N bp� P\ - �pt0,3 1 /6/c•/ N 100 12 1 !SV!?4 Q{00 ' 0.84 cfs 12 1 /�0/2.. Qt00= 0.84 cfs OD `� _ o @ /�°o?c��'A 2a ' 3A �ti` e� 3A �tiy �° e' 3A in Ev+ + € + + - _ `�Q \� /D 2 6 3 6CD 09? \ O� s°Q + + N cfl •t " r =Go \6 11.75 \60 11.75 /0 \6 1 1.75' 351 CONSTRUCT 264.tl2 L.F. 24` RCA D- 1250 CONSTRUCT ITT. L.ft 24 RCP D 1750 7A t;ONST 127.81 L-F 27 RCP D 1750 78 21.22 J 4.66 SECTION E - E SECTION C - C _ SECTION D -D 4.66 ; O 4 PRIVATE STORM DRAINPRIVATE STORM DRAIN PRIVATE STORM DRAIN 1600 Not Molntolned y City ( of Moln arced y City ( Not Molntolned y City ) b 't N t b 't b 't 6 _ 5 4 3 2 _ I 0 SCALE VERT. I "= 4' HORIZ. I 's= 40' /Plain or reinforced - r concrete pipe or C M P. Main Lint NOTES: CASE 1 o I. Angle A shop be between 45'degrets onJ 90 degrees and N. 89 36'25"E. _ � -y4- 1 CONSTRUCT CATCH BASIN PER CITY STD DWG 502 & D shell be 24 inches or Itss For smaller valves al A and It LOCAL DEPRESSION PER STD DWG 518 CASE C HIGHLAND AVENUE min See Nale 4 forger talars of D,use oPDroDrioie Standard structure - T 0=--- 7_�See Note 2 Ir. no case shod the outside diumtler of lne inlel pipe ex- O CONSTRUCT MODIFIED CATCH BASIN PER CITY STD DWG 502 fs 501 01 , , . I "- teed one-half the inside diameter of the main storm Crain. _ O CONSTRUCT 18" DIAMETER R.C.P. D-1500 I Bedding of - , I 1\-� 3 Center line of Intel sho'i be on r,dius of main alarm drain nor • 1 inlet pipe---- B except ,.here Eleroiion S -s shown On project d(o-,ngs n BaddllQ42o-C-?000 / ,;.e' h. see no q 3A CONSTRUCT 12 DIAMETER R.C.P. D-1000 I ' \ ccncn It or y• set Hort 3 4. The opening into the main storm droin shall be the outside c o' O CONSTRUCT SIDEWALK DRAIN PER CITY STD.DWO.507 W=5.0' V=0.67' I♦� ce..Doc1 salt to '�a ,. OiOmtltr Of Iht inlet pipe plus ane roto minimum. Or 3 inch , , V II . •1 1 regal ve density _ molimum IMPROV r required by , ° -� 5O CONSTRUCT 2'-0" X 1'-0" V DITCH ST.IM1�`O;O.o r^ I .'Pi c Deddin ' 3 `/' specilicolrons D C- ►. 5 All corrugated metal pipe and fillings shall be golvon-red ` STA IN I �: �:: 6O CONSTRUCT 3'-0" X 1'-0" V DITCH 3 ; Undis:wbed eorlh�---�!i/�\ ///.� I 6. 1' Angle B is 45 degrees or rets, use Case 1 11 Angle B : s reole< than 45 de rtes, use Case 2 2 8 9 m 12 �� ' ° 6A CONSTRUCT 3'-0" X 1'-6" V DITCH CL to Q M I Q SECTION B-8 5[ORM v'A IOiN M i Burn Chip end of connector pipe fl•,sn w.tn inner surface �I° � N I J CASE 1 01 marnlInt Pipe Raunn td°t of concrete pipe or reinforced O CONSTRUCT 24" DIAMETER R.C.P. D-1250 6+31.52 0 0 O ; Main Lint concrtlt DrDt. 7A CONSTRUCT 24" DIAMETER R.C.P. D-1750 S RM SEA Z z Z I 68 S:alion specified on drawings applies of the intersrUion of insiCe 1 I Z r wall of main storm droin and center line inlet pipe ro 31.52 10 B 8 PIPE I a! M class'L' mortar- , 7B CONSTRUCT 27" DIAMETER R.C.P. D-1750 3 I DATA 0 00, a p : 46°45 10 47.82__-----a_L=85.O r 100.00 CONSTRUCT QUICKSET DB-1818 OR EQUAL WITH ALHANBRA FOUNDRY CAST IRON GRATE -- � \ R 9• o F O D I '. lam, O CONSTRUCT CONCRETE COLLAR PER LACFCD STD DWG 2-D393 C 8"S �� L 85.09, (Rod.) r FI -+ L B V G _ 3 82°p6 p6 E „�h T = 45.3 - Min R D N T6„W- \� 7 I O --°--D cr 1 R` o .� -�! 10 CONSTRUCT MANHOLE "A" PER CITY STD DWG 510 SEC C-C H�NTE 9 _ ; , N Z ,. Bocklill l J „ 1! \ EASEMENT FOR f ` \�' p Supersedes drawing of some number doted DECEMBER, 1953 I I CONSTRUCT MANHOLE 8 PER CITY STD DWG 512 � 1 1C EAS HE A Bl T \ PU TO I p in LOS ANGELES COUNTY 5 VV 1618 95 12 IN AGE ONGA I I --- F1- \ 'M DRA CUCAM pt bedding sea a' FLOOD CONTROL DISTRICT / h STO ANCNO f' --------- TRO--DISTRICT CONSTRUCT JUNCTION STRUCTURE PER LACFCD STP.DWG. 2-D 193 \\ R e. --i4 0 CITY OF O \. F Q 1 \ I3 1 A• \ O - SECTION CTION A-A JUNCTION STRUCTURE SECTION C C B MST o E R 1 STo 10 3A 6+31.52 ��,� 7 ����� I' N 3 CASE I 'IN 18 126 =�= ee Undue walk Detail N 0. 4 1 I _ 4�Oo�\ \��B '?S5t,j�14 _#4- ����� I 1Sef4of 5 . ; . .. REVISIONS -- -- 5 ��• 5 l -- - o or,c•._o, ...... �c---- A S v I L T ��� 1� /0/9 N t iAG% Fly��\ \ ' 8ng 7A 42.73' 12 D \ / 6 66 added C_ /� •=.`=� f��6i"��1�."`�-- © / 1� 1� v/ S 1� t O. Q 4-1.72 Re.�.•a Cca ,sq D",Vcla _ v 4 0 10 1 ' i\O\� 3A �� 6.5 4 ---0 '" " ---- - T� ADDEDED SECTION F-F TO SHOW WALL 1 -16-90 l o �ERFLOW 9i�� �- _�� 10 1+80 -'►- - --- - --- __ -� STA petoll A NONE M•R ,19 G6 DWG. NO. r 2"U^193 CITY I�_6 STORM 4 5' 3A srrccr , -1 , DESCRIPTION OF REVISION DATE APPROVED. 3 1 EASEMENT l2 6A 127.48' _ A Sheet 4 of 5 -� - - 1 -- oo' 12 I�8 CITY OF RANCHO CUCAMONGA 75-00' E r Q l2�PRIVATE 6 _ --15 00� N. a zoo A 3 ASEMENT - 2 'PUBLIC EASEMENT FOR ^� DRAINAGE TO THE E - 75.00 �� * �e �o�m oro;nCollecfa► (STORM CUCAMONGA DENOTES PRIVATE FACILITY 75'00 Detail. Sheet 4Of 5 CITY OF RANCHO (NOT MAINTAINED BY CITY ) 12PR1\IATEE SEM"T STORM DRAINAGE PLAN 81 FOR STORM DRAINAGE _ DETAILS 2.0' 3.0' 3.°' TRACT 13727 0.5' LO' L0' 0.5' 1.5' 1.5' 0.5' QRIJFE'�1'� Q" r I 0.5 1.5 1.5 • • , t 0. 5 APPROVED BY: DATE: 3 T ' •. :.p c� = CITY ENGINEER RC.E- NO. X2397 BENCH MARK O \� l I r� `L�' � � � '� .- � � �- � /r � .. �', DESIGN RECOMMENDED C.T. K. INC. �' •6 x6',# IOW.WM.•• ' •' 0.25 � ` -' � N 1 �s6 D•4vCF-ti► P+f- n r DRIVENAIL 0 NORTH END OF N.E. CURB •U; •- -�`� 6"x6"#(0WWM. � Iry� /- 98 � J.O.M. CIVIL ENGINEERS 1�4A f1 + s RETURN � INTEffSECTION OF ORANGE 667 BREA CANYON ROAD- SUITE 29 I JASPER STREETS. '�q ��. DRAWN WALNUT ,CALIFORNIA • 91789 SHEET ELEV. = 1664.01 V " DITCH " V " DITCH " V DITCH CA����� D.A. (714)598- 9035 5 OF 5 6A CHECKED f, 13669 DRAWING NO C.T. K. DATE FILE NO- FU O /3�/ .D CA •T. KOBBI JR. Expires 3-3-93 - PROJECT SHEET /40F