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HomeMy WebLinkAbout1877-D � m COMPACTED FlN/SH f Ul: GR4D�' GRADE OVER f DAY CREEK 8L W. O RK W t�GL t 's • Iiso 11$0 1170 1170 v ^ g COMPACTED FILL G)BADE , N o + $ 8 OVER RCB a� ` • MORTAR ` _ N g BRICK O'MORTAR PLUG N S=jaobs1 PLUG ,�. o m ^ 0 S-001X0.01 ` • 8 $ EXIST. GROUND • -lls- )K -- 11b`� '' - ------- 6 �� t X0.0?00 Z C STORM DRAIN ----- .0p �' _... 1floLtoo IRS" 170 1160- _ . 3 N - 1170 - �o+��� #80 _ _ 1 # 60 o� _ _ , mo PROP. FINISHED GRADE ��bQ+� Q 100= 2� ---- 1 OVER RC8 V 7.94 $ +ia0W EXIST• COA CRETE �► .001 I o BULK-HEAD 1 1� �� y' N 0100 wi t 0100 "3.2 0, w ,3,;� V =1.000 V =1.02 CONS): 50.83 Lr M 1k , �� •9 ,� (1800-D) I ♦��, 1 ,, ti��� 1,6, tn' b X0.002 . 54.46 i COMM 25.41 i.0 24" RCP 24" RCP LA T 'A-33" - - (1800 D) (1800 D) 1160 lif0 - - s�(o.on2) ^ LA T. "A-32" LA T. "A-31" aw- W 1T w � 0100 M M5 1 o100 X895.1 $ E NOTE . ry 3 +o Q 100 =926:? V =11.?2 V =11.22 ,} V DUE TO GRADE & COVER COA67RA/NT, +�^' $ V =11.61 (aDNTRACTOR MUST VERIFY EXIST: FLOW- i o , N UNE EL.EMATIONS PRIOR 70 CIONSTRUCTION. 0 =926.2 1� CONST. 498.76 LF - I ft x d' H RCR V =14.76 N + EXIST. 321 LF CONST 20.00 LF 71 iri! + 9'W xTH RICE STUB TRANSI110N STRUCTURE L1/VE VGL ,�tA , I Q� os 65 0 66 67 68 69 70 71 Fur _ c�i°F bF 2 .....�.g-.n: ,-._`-..-- • -,vA.,...,-s:< .._• •__.-_.. r.,_,...,,._ _-.,.- i ..,. _-._ ._..- .__.. _ .. _.. „>_. __e. .... . _._.. ...-_ _,............._.. _- _ _ _ _._._._- DAY CREEK BLVD. - -- _ __ o EXIST. 66� RCP r .... _ - -f 1 STUBOLIT o� �Ar � EXIST. BRIDGE f� x 4 EXIST. L14YCREEK CHANNEL � � CROSSING OVER � � Z m �o�O OV �� �?� (CONCRETE LINED OPEN CHANNEL)�ti 3� CHANNEL S.B.C.F•C.D. R/�Y 6 I o,, y NOTE ON Rf gff , W h .. ,. \_.67+72 f - --_" IIIb S84LL COMMENCE WI'THMI ___- _ j � UG ENb W/ THE SAN o LHSTRI RIGHT-OF-WAY UNTIL SCE i i 7O iO FLOOD CONTROL _ - _ _ i i 7O I BRICK MORTAR ____ _. .- _.. - UG END' Wf 4i ad �, to / BRICK & MORTAR �' `� OF ENCROACHMENT PERMIT. I 1 I I AUG pyo W 3 v ,6 s'� �`�' ^ 11 I I x0.0100 BRICK & MORTAR S o s o F �o I I UG ETiID M'/ { S-- - ri =0.01 5=0.0100 -� co ��/pA-V -- - I I 9 - --- - - - - O o� I I PRICK MORTAR •� fio 30 B I a EXIST AC PAVED ACCESS �a�., I I 1 ! •�, �� ? o •a+ I I -0.01 DAYLIGHT FILL ROAD TO REMAIN 1170 c w 68 +4 o REMOVE dr REPLACE/SALVAGE EXIST. 3 �L 1 ► Q'j. � '�► ,$ SBCFCD CHAIN LINK FENCE AS _ o m, 10+69 >-DOST ACCESS ROAD 11 -� '� SCA. o 1010 =38.6 A cEssro oESWY ��IcoNCT RcnoN cS66 OMP - -- ,p'� $a V =5.46 N ���56'E3 !� g�CC 10+ O , ' 1� Q1AD X3.7 Q A + f� V =J.fB Q 100 J �� UT �s �7 0 2W o `� ^ iOLDING�- k� c N » S ,.® SCALE 1"=40' 949 CONST 5380 LF V =T.t8 B�0 + a m 111 �d 36" RCP (1600-D) 6ONST. 29.37 LF - Q... +o Q X901 m �� 10 36" RCP (1800-D) 1:0 4�wsr. 50�-LF . EXISTING SCE UNES CONMC70R JOo 77- TO INSTALL CAUITON SIGNS PER V =7.17 „ „ ,. OSHA DAYLIGHT f1LL CAL - � - CONST. 26 4D LF LAT. A 29 LA T. A-28 LA T. PA-2r $ 0 48" RCP (1600-D), �o CONSTRUCTION NOTES ` SOILS REPORT fZ7R ANY CONSTRUCT e DIAMETER STEEL BOLLARDS FOR M.H. SHAFT PROTECTION. LA T. "A-3O" W \ REMEDIAL GRADING MINIMUM OF 4' HIGH AND 2' DEEP GROUND IMBEDMENT PROFILE SCALES v o >>> � CONSTRUCT 10'W x 8'H RCB PER DETAIL ON SHT. 16 (CALTRANS STD. PL D8t HOR►Z. 1 =40' SEE PLAN ON SPT" 9 49> VERT. 1 =4' CONSTRUCT PERFORATED CMP RISER ASSEMBLY PER DETAIL ON SPT. 16 _ NO WORK SHALL COMMENCE WITHIN �- CONSTRUCT 30' RCP (D LOAD PER PROFlLE). PLAN SCALE THE SOUTHERN CAUFORNA EDISON DAYLIGHT FILL 1"-40' RIGHT-OF-WAY UNTIL ISSUANCE OF 120 NEW R/IN 41 CONSTRUCT 24 RCP (D LOAD PER PROFlLE). CITY OF RANCH 0 CUCAMONGA ENCROACHMENT PERMIT I T R\� /��`� CONSTRUCT PROTECTION BARRIER PER SBCFCD STD. DWG. SP 101 NOTE.• 2� pati `�(.�•�'�' P �- CONSTRUCT JUNCTION STRUCTURE NO. 3 PER CITY STD. PLAN 332 SEE SHEL7 16 FOR SPECIAL NOTES & SPECIFICATIONS STORM DRAIN IMPROVEMENT PLANS FOR RIS' 1pk G ��� 6 THAT APPLIES TO CONSTRUCTION ACTIVITIES WITHIN �OVESS/0 �� 6 E 86 k� P,� 51 CONSTRUCT TRANSITION STRUCTURE N0. 2 FROM 9 W x 7 H THE SBCFCD RIGHT-OF-WAY �o Q "�l CD Y FACLITIES LINE VGL 1pk �'S TO 10 W x 8'H PER CITY STD. PL. 335 �2- F- �o cy p6� kap � CONSTRUCT BRICK do MORTAR PLUG ; DISTRICT 2001-01B 2 %gyp x2991 �� ,+ ►� 54 CONSTRUCT MANHOLE SHAFT PER CITY STD. PLAN 323-A No. 20596 �" m 12 _ 1p •Pg91, APPROXIMATE UMTS-PORTION OF EXIST. AC PAVED ACCESS RCLAD * Exp. 9-30-05 * LINE �VGL� TO BE REMOVED. FILL AND COMPACT Tt0 NEW GRADES AS SHOWN �qT ciV►t �P NEW R/W ` e►'�• �� �� , REPLACE PAVEMENT IN KIND. OF CA `F APPROVED B Y DATE• icy �� \ V G� CITY ENGINEE ;4 RCE NO 24953 EXIST. R/W 1 0 DESIGN MORE, ,7320Redh1llAve RECOMMENDED 5 00 CURVE TABLE CITY OF RANCHO CUCAMONGA �,,M BENCHMARK NO. 10051, ELEV.: 1300.686 \ SET 2" BRASS DISK IN CONC. CURB oo�1�N v� 9-251,�MI1 R.C. �rPC1 41 ur , A-3r �gs � �G - k4o• 1 N 84 19 43' W 67.28' � � � V 1 A R L T , ------------------------------------- ,I 1 STAMPED "CITY OF RANCHO CUCAMONGA BM _ V A 29° 06 ' 03' 90 00 ' 45 : 71 ' 23 , 36 ' DRAWN 1 ` ,�,,,,�.: FAT(; 919-251-0516 SHEET 10051 1987' AT THE NORTHWEST CORNER OF '. 8 25 P`• B 81 ° 10 ' 03' 45 . 00 ' 63 : 75 ' 38 . 55 ' BASE LINE ROAD AND SWANSON PLACE 0.25 D.L. P� ERS ENGINEERS SURVEYORS OF 1pk611 P►• C 25°29 ' 1 1 ' 490 . 00 ' 217 , 96 ' 1 1 0 , 81 ' CITY SOUTHERLYMILES END OF OF CADTCHABASIIN 2 FT. NORTH CHECKED E NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE ��3'D.3 FILE NO �77 29010/IMPLANS/CFD1 B/SIPO8 3-12-03 PROJECT SHEET NO. OF 94- N ^ ' I _ EXIST SURFACE OVEN o o i i I C OF STORM DRAIN w 8 f A` f _ t1s0t� 180 7 h s FUT. GRADE 0r – DAY CREEK BLVD. 41 air _��=-��,,,�"��,��-..-.-�.��------—-''�� _ --�---+----- •--+�`_...�.---�-...-�'"�`- ... LA„5 •�7 ,128+ . 1172•�Fl- y4•RCP IN j P i i 0. i i i 1170 _ _ a 1170 VO '��� ► I S,4 012 swo G s ' opswo.00,2d 'R Z V or Qty 801.3 °' mid, h9 ? m v '2 Opp V -14.12 i W 1160 _ _ - 6 •2�� Lu No V +�14.65 -11.22 ^ ; _ I Ct'NVS`T. 450.'00 LF 102` RCP 1400 D t t 1 CWT. 331.3'1 LF - 10V x 8*l RCP ( 401 69 LF L i02' I?CP y4m b ` i f1 PROFILE SCALES LINE VGL HORIZ. 1"=40' i r VERT. 1"=4' t E Y 71 72 73 74 75 76 77 78 79 PLAN SCALE 80 81 82 83 1"=40' NOTE.• $ O SPOIL DIRT FROM STORM DRAIN EXCAVATION ` MAYBE SPREAD EVENLY INSIDE R/W AND COMPACTED. o rn � `• j 56 w m z� N w � � s � SCALE 1"=40'C6 Q Q TO r^ ~o .� + + cz, �• * + `* + W -NEW RIW E 14097' _.. _ �� Z 3p - A N 31 N 43.18'51' E 489.16' _ - _ _ _ - - 188.16' k, U1. 3A E 55 gp o _� ON ' - _ _ _ - - 162.98' SEEP � 1=174.52' - - - - 326.18' a V J 12 L=135 62' EXIST• R� - _ _ _.� - - � Q t NEW DAY CREEK BLVD. R1W f - 38 SED ACQUIS1170N - --- _ o IST LV _ LINE �VGL O �f CONSTRUCTION NOTES - _— EX'St CITY OF RANCHO CUCAMONGA CONSTRUCT C DIAMETER STEEL BOLLARDS FOR M.H. SHAFT PROTECTION. __ ��ox�� STORM DRAIN WROVEMENT PLANS FOR MINIMUM OF 4 HIGH Ac 2 DEEP GROUND IMBEDMENT $ •�� � - - �"-� pFESS/0 CONIMNIUNRY FACAaT1ES R q (CALTRANST STD. PL. 8'HRCBCB PER DETAIL ON SHT. 16 - �G�� _ 10' - � _�. -- _ -" - ���p���� C. ��, a.. ._v _--_---4• - DISTRICT 2001-0113 31 CONSTRUCT 102"" RCP (D LOAD PER PROFILE). No. 20596 r^ z c� r*i 38 CONSTRUCT STD. PRESSURE MANHOLE SHAFT PER LACFCD DWG NO. 2-D210 �. oc Exp. 9-30-05 LINE �VGL WITH STD. PRESSURE MANHOLE FRAME do COVER PPER LACFCD DWG NO. , CIv1E �* T 2-D197. 74t81.,�1 233' F °�` �`��� APPROVED BYDATE: �t ��• 39 CONSTRUCT 36" RCP (D LOAD PER PROFILE). END PIPE ; , CITY ENGINEER ' / RCE No 24953 41 CONSTRUCT 24" RCP (D LOAD PER PROFILE). � 9a CITY OF RANCHO CUCAMONGA DESIGN MCRf1 17320 Redhill Ave RECOMMENDED 5 CONSTRUCT BRICK k MORTAR PLUG �' s.»e 350 x � x �k S F� � BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. : � 54 CONSTRUCT MANHOLE SHAFT PER CITY STD. PLAN 323-A 4. o'er SET 2" BRASS DISK IN CONC. CURB , r 5k -��,� CURVE TABLE DRAWN " OU N k,m,., 1 55 CONSTRUCT TRANSITION STRUCTURE N0. 1 PER CITY STD. PLAN 334 STAMPED "CITY OF RANCHO CUCAMONGA BM ftNUlTi FAX: 949 251-031 SHEET R L T D.L. PLANNERS ENGINEERS SURVEYORS 10051 1987' AT THE NORTHWEST CORNER OF 56 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333 TRANSITION STRUCTURE A 12-37 '46' 14 07 . 0 0 ' 31 0 . 14 ' 155 , 7 0 ' BASELINE ROAD AND SWANSON PLACE 0.25 ---%—OF 25-, MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING N0. ® STA. 74+81 .31 B 43- 03 ' 06' 590 . 00 ' 443 , 32 ' 232 , 71 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE NO —____ 1 ,077,077 APPROVED: OF CURB RETURN. DATE FILE NO 29010/IMPLANS/CFD1 B/SIP09 3-12-03 PROJECT SHEET NO. �' OF 9_ N � � S .Zhn F �j Z� _- + } 01ISTING GROUND OVER ' STORY R4 ! i } ! i c � OF S M D /N 119 _ - --- i - � •_� -- 'All{ - _� _rte tv, _ I _ --`— 31 $0.0112 0.0112} s"( vz\ 8 ' 11 5 dt � 0162 �i I g v } w a V =23.57 0 V -23.97 15 l�1'10N AF PIPE 1Qp - w os 400 768.3 TO BE 414CK & BORED + f t f V =21.97 UNDER D1157M PAVEMENT 1175 +v I ! +� 5=0.0124 V =24.36 I w CONST 630.01 Lr - for �cp = 1400D COALS 251.67 LF = roe` RCP r conn: 45 24 tF - r02' Rcp - i� `t 1 ADD SI PROVIDE 1/2" A001110NAL COVER OVER RE94RS INSIDE PIPE PROVIDE 1/2" ADDIITONAL COVER OVER ' RE34RS INSIDE PIPE g ? V =2. 65 PROFILE SCALES LNE V6L r i HORIZ. 1"=40' + V 1"=4' r VERT 1 83 84 85 86 87 88 89 1"=40'SCALE 90 91 92 93 9 1"=40' FOOTHILL BOULEVARD (RTE66) 4 95 96 SEE S.D. PLAN FOR CFD 200J-018 CONT. 199.41 LF - 102' RCP 1400D cuT2aN R/w NOTE. NOTE.' 13' 72' 72' III 7' NO *VRK Sf LL COMMEWCE WITHIN THE *s CkTRANS R/W UNTIL THE ISSUANCE OF SPOIL DIRT FROM STORM DRAIN EXCAVATION III , MAYBE SPREAD EVENLY INSIDE R/W AND COMPACTED. * " " - -A-34 - I III 47 ENCRAACHMEM PERMIT FOR UNE FHB', LAT'S -A-M- A 34 SCALE 1"=40' SEF STORM DRAIN FOR CFD 2B SHTS 8, ;� III 9 & 12. I I}I SQ) I S fll 59 v / - LAT _ _ :, 40.57' o, N N / SEE SHT, 11 fW PROf1LE 42 Rl* ^� N 0'04 59' E 500.14 / N 915'45E' 594.46' + W _ `�° + 76,90' - - - - - - - - - - ------- _'N - - - - - - - - - - - - - j_� o �19'1� w C 400.11' 31 ��� 100.03' 1� 68.04' .344.33' 4 / �'\ �_ - ~' ry 31 uj N1 �/ ��� 31 a ^ J ,v� 31 N 0'1545' E 134.85' °p // \� i �4 ' .Q r W O - - - NEWR/IY �� ( A i N � � I co ---- ---------- ----- ---- --- ---------------- -- - ------------ ------ - --- �1----- ---- -- --------- ---vx'41b7l uj + F EXIST. R/W •I1 + giAz ._. .NEWR/iY� � � Zg V _. EXIST. R/N� � A � LINA VGL 1 CITY OF RANCHO CUCAMONGA III - III I CONSTRUCTION NOTES STORM DRAIN IMPROVEMENT PLANS FOR Q�ypf ESSlONq CO Y FACILITIES " 31 CONSTRUCT 102" RCP D LOAD PER PROFILE). CONSTRUCT 18" RCP (D LOAD PER PROFILE). DISTRICT 2001-01B <D �' No. 20596 �" m t4 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 (W AS SHOWN ON PLAN) Exp.c9V 0-OS\* LINE "VGL" (q)-- CONSTRUCT MANHOLE SHAFT PER CITY STD. PLAN 323-A 9TF �' (56 - CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333 OF CA0 APPROVED BY DATE: ' �� CITY ENGINEER;L, '���� RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN _ MORSE 17320ReAillAw RECOMMENDED CURVE TABLE BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. Sn17S0 DOR IC N hvNM,U92611 aw SET 2" BRASS DISK IN CONC. CURB ,' } %%im:9/9251-RD21 # R L T STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN __ 5C f1UET2 FAX: 919251-0516 SHEET A 43° 03 ' 06' 590 , 00 ' 443 . 32 ' 332 . 71 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. PIRyNERS ENGINEERS SURVEYORS A B 16-3 5 ' 0 0' 9 0 , 0 0 ' 26 , 05 ' 13 , 12 ' BASE LINE ROAD AND SWANSON PLACE 0.25 10 OF 25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20596 DRAWING NO. C 16°24 ' 14' 90 . 00 , 25 , 77 ' 1 12 . 97 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 1877 APPROVED: OF CURB RETURN. DATE '603 FILE NO 2901 0/IMPLANS/CFD 1 B/SIP 10 3-12-03 PROJECT SHEET NO. (O OF 4 O y � _ � N I N + � I 'KR K FI W IED• SURFACE OVER ���$ _ •s> `" OF STORM DR41N -` _ ___-- 1� 1 r R C8 129 �fp W=10.0' 0 Ng \ a ` \e�" ,� a + o+ • I * t V=4.5' N o--- i ------ CBC8 145 46 S ^ N w_zo' V=4.5' g ^ g g o1oe �� fan r r r 1208 ,- + S o 0 8 1203 ��. • 1203 '>� 1203 �yt� m Q, 023 ' op V -Z62 4 L' �' m I (hoo =2.4 ��'L�, / 61 Jt�9°j Q� do• '? '� N 0100 -4• 8.39 _ �,,�p�d� 1� 'Sr 7 V = OONST. M. LF �" -1198 _ _ �,�� _ _ .- 8' RCP (1 D ,� _ -- �� , _ _ . __ __ __ . ._ , � ,,� � _ _ - _ __ -__ 1193 _ �,� �, v =t1.44' � r 0100 -2.7 p $mo.0074 V =10.71 t^ �'� �� � � LAT. 'A-23" 10 lop %0 -ei 9 w m INN (.Y)N1S`T. 115.04 IF CONST. 26.72 LF f�AD=735 9 , (rjOp=572.5 CONST. 10222 Lr � 24' RCP (2400-D) 24" RCP (1400-D) i ���� V =23.97 b� V =10.09 18' RCP ?400-D ( ) 1188 N to 11 10 1.1 12 W ±Z LA T. "A-2i� LAT. 'A_22" 2 + o� g f S OVER SD N A LAE "VGL h r A g \'S �O fy�i + !ii CIDWST. 1.93 Lf' 4 •` 1 COW.. 368.02 LF � 102' 'RCP 1800D C&Sr. 166.66 LF � 102' RCP 1! 0 D 102' RCP ` tq 1 . PIRONDE 1/2' ADDI110AWL COVER OVER RE84RS INSIDE PIPE 2 N V=5.88' �o e [w f V AA v7 i 1210 . . .i 96 97 98 99 100 ��'� g + OVER so rig , Ce #19 VICTORIA GARDENS LANE V=4.49' 1200 --- - --_� Nye„ CB IT lk C8 IV z �� W •� �z j W=10.o' W-1ao' V=4.34' V=4.5' � 11*0 g+ S ++ LNNE DCB" `+ o o SCALE 1"=40' '� ' , SEE SHEET 121 ♦/� MOL1 y� J� FOR CFD O 1-01 B 1205 11'94 �� �. 1A7 _. . ._ _._ lop 1200 �N 0'1545'E 594.46' 31 / �-274.36' 311 69.97' 157.31' N 451252" E - - ,� ., r B HG/ 400 lop 34.48 A i, t .> t- ► h o� o '2 p � 10+52.13 o� Zuj EC I LAT. A-21 Q 31 >>� w = . J � N 70'51 41 e E 106.73' �'�- '� os Q � 01� 10 ' Q 41 .tib 0100 -6.7 v V =1565 �s LAT "A-227i,,, •P ti , x _ _ - �?.•s� 1195 U N 8 W 10 9.50 07" 99.65' 100+48.66 QI EC 10.00' 60fM.. 2038 LF 80100 -14.01 RCP 2400-D oo -10. tib, ' e _ V =18.37 �'o "m V =15.27 _.._- . ,�, _______.______.__ _._.b_.____.- _-. F 6� G10NST. .09 Lf GbNST. 34.34 LF G10NST. 102.02 Lf T v, `r 1 T ems, C C8 19 24 RCP 24010-D LA �A 20' 11+51.7 ' 10+46.61 N 41 W=7 0; V=4.49' 4 1 18' RCP 2400-D 18" RCP 2400-D END PIPE ^7 END P/PE m o LINE RV F c6 40 5 N „ „ PROFILE SCALES 1 D 11 lA T A 119 ,. 4 W=7.0; V=4.5' �� 3 },a. I ox`�o E ; T. - HORIZ. 1"=40' LAT. 'A-25� LAT. 'A-24' f A `f j 47 42 LAT. 'A-20 VERT. 1 =4' h N 44.50'07' W 26.38' b, �'K. g a m o 4i i 10+26..38 °O 101+27.01 LIVE 'rGY' PLAN SCALE 56 rem I ? ' END PIPE _ =10fA7.00 LAT. A-1 1"=40' CITY OF RANCHO CUCAMONGA 47 47 f CB 20 STORM DRAIN WROVEMENT PLANS FOR + to W=7.0, V=5.88' Q�pFESSIpN CONSTRUCTION NOTES 101+61.64 IPE- j �O C COMMLWY FACLITIES DISTRICT 2001-01B ,NDS IPE VICTORIA GARDENS LANE N� �� 31 CONSTRUCT 102"" RCP (D LOAD PER PROFILE). +�02 �•�o X��oTiF,1,0 SEE STORM ORAIN CFD 2003-01A - DAY CREEK BOULEVARD c, No. 20596 r^ m 41 CONSTRUCT 24" RCP (D LOAD PER PROFILE). END PIPE o 99+75.05 1< C9l Oio�. SHT. 10 OF 17 * Exp. 9-30-05 �� `1'�'J, CI V I LINE VGL CONSTRUCT 18" RCP (D LOAD PER PROFILE). BEG PIPE �l q?� qF q� LSF 44 CONSTRUCT MANHOLE NO. 2 (36" PIPE AND LARGER PER CITY STD. PLAN 319) �� 4g4' '�� APPROVED BY DATE: 45 CONSTRUCT MANHOLE NO. 1 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 318 ?�� CITY ENGINEER C + T RCE N 0 24953 . � DESIGN RECOMMENDED p � (p)-- CONSTRUCT -+' MORSE 17]20 R.AiR Ave. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 j RANCHO CUCAMONGA '' ll + do BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. o O K I c M a %.swift'a 9261A oe 56 50 CONSTRUCT JUNCTION STRUCTURE N0. 4 PER CITY STD. PLAN 334 ? o SET 2" BRASS DISK IN CONC. CURB , Veice:949-251-lfl21 CURVE TABLE " DRAWN SHEET STAMPED CITY OF RANCHO CUCAMONGA BM :c u ir: FAX: 919-251-0516 58 CONSTRUCT TIMBER BULKHEAD PER DETAIL ON SHT. 1 � 0�G' # A R L T 10051 1987' AT THE NORTHWEST CORNER OF D.L. o N N E R S ENGINEERS G I N E E R S S u R v E r o R s A 44'57 ' 07' 22 • 50 ' 17 . 65 ' 9 • 31 ' BASE LINE ROAD AND SWANSON PLACE 0.25 11 OF 25 J.S. 0 STA. 99+38.76 J.S. 0 STA. 11 +21 .06 B 89°49 ' l 4- 9 0 . 0 0 ' 141 09 ' 89 . 72 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED ___ RCE NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE FILE NO �7 29010/IMPLANS/CFD1 B/SIP11 3-15-03 PROJECT SHEET N0. I OF 94 Ica Z ! � m • .� A•jJ/Y ^ V iii r// IS ILfJ SURFACEOVER w O r V w t r w I M - t I � 115 ! i :tel - lOb 8 V � f { V t . . - - _ _ - - STORM RAIN 1217 � $ + a _ - - 1217 4217 . . _.. ; II --- ----- }_- -- ---- I =0.0100 i f � ! 1QD il�y 1• � , I + CN i 1207 - ._ e_ 1207 1207 X�4; 8 ��4. or 1 0P ---�0050 - ------ ---- -- - �1 � y g Q i I •? '� ( dN .� d I w + o fAD�194.0 . 0 too 182.7 ( i V =6.39 1 V =17.83 � w � w� � Vat18.00 _ # - CMS`t 46.981 LF I CONST. 41.22 IF i - - I f � -- 1197 - - 1 RCP 400D . ..COWST. 4.53.84 1F � RCP _.___�__ __ _ __ ,_ _ _ _ ._ _ - � - - - - -- - - - . _ _ . _ T �... _ . _ . �__-.___�__._..� �_ __- .___ _.�. ..- __-_ � _ .:_ CONST. ?9Q If 54" RiCP RCP �400D 0 too 10 1400D 14000 V =16.12 t + R' V c o�AD=194.7 j W w V =10.81 '' E SEE LA RAL PROFL� ON SHT. 14 I i t j 01ST. 25.71 LF I t 4 j 60'RCP-2000D PROFILE SCALES j F ! HORIZ. 1"=40' GIRD=226.0 VERT. 1"=4' } f f i i 106 107 108 109 110 �" SCALE 111 112 113 114 115 1 =40' 5.50' VICTORIA GARDENS LANE 0. 8' 4.72' tib 2 5 `',`L 4 f%Np x64 6' - ,00QG Q\Q � �4$ i O �9 �O - ox `� 6.00' 5 � � �c � 1 �O C', 56 �l'�F• 0.39' 5.61' 10+3288 40 INT r l�r r�J\/JJ J�lG�> >>J r' •� �, �¢ • �. e '' END PIPE J 3 4 N 10+65.54 UNE DCB' 227-20-1-43 r - r J r 2 y '� I • ! o LA PS "B-2' "B-3" �-2J 1-�f,� � `� 'm� SCALE 1"=40' 4 FCB 47 42 10+41.49 / ) UNE � � W=7; V=7.72' o vI J �' E,v o S o� �.�r�J\JJ�J J�r� �LJ L� � `r ao END PIPE , •r ^ 8�, �, g o r I C" C� (" 111+5008 '" J.S. 0 STA. 107+65.54 h END PIPE SEE SHEET 13 10+57.19 � B-1 m ��f- D1- �� � 1 FOR CFD 2001-01 B 43 =10+A7 urs 'B-1S' et B-1N' LAr. 7e-rN' �, o ^ o.^+, N o f J m 11+0912 10+45.18 1201' N24'39'31'W 41.49' - _ _ -. _ - __ _- ._ u _ i p ! r 2 BEG. PIPE EC A - 1 IAT. 10+2917 _ - _ Easy-1o.a0' J.S. 0 STA. 111 +50.47 J.S. 0 STA. 11 +05.12 .e_ N44'S0 O2"W 29.1 T END PIPE 'b N26'32'16'W 23.38 B 42JQR 53 C 10+34.25 N 19'45'13' W - - + - - --�-- - - - - - - _ N 41'41'50' 50.53' o N 0'15'45' E 360.29' - -- 226.98' 15.28' E ,m + ' N 4609'05' E 36 -- - - --4- 19.14, _ UNE DIC �, N 3'18'10" E - - _ 152.19' --+-y j •r 53 �' LAT �B_1J 42 v 19.14' 9� D �w 126727' . -- wm N69'46'06"E 94.67'O ,�\�' LAT. e-r7 42 i y 37 �� ,m d N68'24 06'E 97.77' .� ,m fQ� Qio ' y W W ' v J �7 ^ p a� EC ® LAT. "B-4' Ui 1 N89'43'18'W 82.68' x :rrv� F INT ^ o 11+05.12 LAT "B-4" g1� �J o =10+00.00 LAT. 'B-4N" ♦I$ bS \� ` ` O 0.63' 5.87' 0 ' JO `��609 � - 6.50' h N _. 1Q J.S. 0 STA. 114+46.52 11+3!£48 41 \ u �. r RDA 1 END PIPE ICCB 50 r" CONSTRUCTION NOTES 4 r r _ J r 47 CB 49 16 W-70, V=8.16 1 f 0-1-46 W-7.0, 'V=64970 41 v o I 36 CONSTRUCT 54 RCP (D LOAD PER PROFILE). a CONSTRUCT 48" RCP (D LOAD PER PROFILE). �� 47 �Fc�X�oj Ox60�, CITY OF RANCH 0 CUCAMONGA 39 CONSTRUCT 36" RCP (D LOAD PER PROFILE). VICTORIA GARDENS LANE i ? F SEE S'MRM DRAIN FOR CFD 2003-01A 4;ti � STORM DRAIN IMPROVEMENT PLANS FOR 40 CONSTRUCT 30" RCP (D LOAD PER PROFILE). �" g CABERNET Q�°�E C. 1°Nq� COMMl.1NITY FACILITIES DISTRICT 2001-01B o; 41 CONSTRUCT 24 RCP (D LOAD PER PROFILE). o o ¢ INT Lei �, 10+57.19 LINE B-1 CONSTRUCT 18" RCP (D LOAD PER PROFILE). ^ �� LBVE DCB =10+00 LAT. "B-iS" �o `� No. 20596 Pr^Zm DAY CREEK BOULEVARD 43 CONSTRUCT MANHOLE NO. 1 (36' PIPE AND SMALLER PER CITY STD. PLAN 318) & LAT. '8-1N" ac Exp. 9-30-05 LINE DCB" 0 (44 - CONSTRUCT MANHOLE NO. 2 (36" PIPE AND LARGER PER CITY STD. PLAN 319) 16 10+56.67 93 C�VIt �* 45 CONSTRUCT MANHOLE NO. 1 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 318 �- 10Al END PIPE TFor, CALF APPROVED BY DATE: 46 CONSTRUCT MANHOLE NO. 2 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 319 3 9Fc A�?� J.S. 0 STA. 10+57.19 CITY ENGINEER lG�' �i�� �� RCE No 24953 Y- CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 6.3 CURVE TABLE DESIGN RECOMMENDED 5�2 - CONSTRUCT BRICK h MORTAR PLUG 00, � o.56' 6 89 # A R L T CITY OF RANCHO CUCAMONGA Mo.f 1 17320 350 A�Ate. Swift,C de BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. � o,�,�„ ,,,,;»,�„n61 bX Q� A 27 22 45 45 00 21 . 50 10 96 SET 2" BRASS DISK IN CONC. CURB , V*"t 949251-u21 53 ONSTRUCT 60" RCP (D LOAD PER PROFILE). ����� B 20' 0 0 '58- 45 , 00 ' 15 . 72 / 7 , 94 ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN Y. f CHULTZ FAX: 949251-0516 SHEET ��56 ONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333 10051 1987' AT THE NORTHWEST CORNER OF u J.S. 0 STA. 106+89.91 C 3 02 25 2541 . 00 134 , 83 67 , 43 D.L. PLA NERS ENGINEERS SURVEYORS D 44° 07 '37' 45 . 0 0 ' 34 , 66 ' 1B . 24 ' BASE LINE ROAD AND SWANSON PLACE 0.25 � 12 OF 25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED _ CE NO 20596 DRAWING NO. E 48° 18 ' 1 0' 22 , 50 ' 1 18 , 97 ' 1 0 09 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 1077APPROVED: OF CURB RETURN. DATE FILE NO 29010/IMPLANS/CFD1B/SIP12 3-15-03 PROJECT SHEET NO. 12- OF 94 N I I ' m FWShI SURFACE m OF STORM DRAIN w . �• 10+90.15 i w END PIPE w N w 1225 1245 J.S. 0 STA. 10+85.25 •4,, } ___-- yve s 1 t * 3 f7N/S'HEU S1VRFACE OYER411, - r C OF STORM DRAIN - LAT . Q } I LIT. a it _--------_- ! �� 3 T .B / w � - I m:� 1215 ����� 6 �� - �_ _ . _ _ _.. ,._ , l ,� 1235 S 0165 op • B' 01On =139.2 010w =1.65.6 i3` !a 10d ._ •- tyA g• Ea l =16.12 "� V =16.97 ---------- V 5=0.ipo. 0050 - - --- -- .� op OW7 V =16.94NZ _ AD N w _.. __ __ _COWST 9 1 Lf . . __ _ _ _ ._ _.._.__._-__.__ _. _G�NS'T. 45237 Lf' 48 R►CP . ___ __ _-_ -__ _ __�____ .. _.: ._ . __ - __.___ 1205 __ �- ._ . .- _ _..___ r _ _ 1225 :-- 1 - 4eRCP - 1400 14000 S5 0 0196 - ! ao a ad !,'' `3`AAN '? H Q1w mm-0 ` Q1ov=716 3 w S�`8'01 ! Wry 01017 0 f N N V =11.13 V =9.88 V =11.13 w� � Q1abf.4 I 1220 SEE LA TERAL PROFILES oN SHTS. %6 & 17 =6,� ., C Cmm .. 181.43 LF - " RCP N W 18000 i w WNSf 86 f2 LF CONST. 414.46 LF 48" RCP PROFILE SCALES 48' RCP - 1400D 18000 HORIZ. 1"=40' i VERT. 1"=4' I 1 i 5�, 115 116 117 118 8.23' 119 120 0121 122 A 123 3 124 12 PLAN SCALE 26 127 2.88' 5.35' 42 �p 1w• INE •B' � � 87' 4.63' 1' =40' xfl 44 ,o�Fs 12 91 EC L3�, bk�l Q\Q of `� ` 10+ rs. *B FNp,o •,,� �k�S°•Q\Q�' 43 1�' N 89'55'01' W %-� 10 X00 max% 34.32' F ` 40 � 10+72.91 EC LNME B, � .� � y � ,� EASEVW 42 F INT SCALE 1"=40' �v., �o �� Z m �� Syy,1LE ry10+00 UT'S B-3S' B- 115+98.47 115+99.34 UNE 'DCB' Z? '►�`" F C8 47 � '`�2o? x o`er, F MH SHAFT 6F C INT ,G�s 2 cn ,, I,,n t • h � C 3 =10+00 UT'S 'B-2' do 'B-6' =m of 4 W=7.0', V=5.65' 40 F CB 65 0 1' G P - : I �'m 47 2 42 V=4.01 J p ' �, ^ / m _ k$°�,{R 47 8 /PE 121+51.60 LINE OCB' + 010+19. =7.0, sr "? o �+ ^ h 3 ,n i N =10+00 LATS. "B-10 do 'B-11' co ,� $ n >�pl, k Z N �� 110. .f h o N E I� �, END PIP 10+27.63 .` 1 •1* ,`�' ,+� o� H (I ^ 11 N p II sW 3 ►� �0 11 11 �y J.S. 0 STA. 115+99.34 O END PIPE m -- J.S. 0 STA. 10+72.91 J.S. 0 STA. 121 +51 .60 a S m - ' o 42 UT �B_?�r a N fi3' 09' W _ 1 3 I __ c� ! A a w 3 u D N14-59'10'W 27.63' ^ • ' 49 0 o gg p _. N x x Q' UT B- 0 s r 5EE PROFILE ON SHT -,� 10+1916 1.5 10+29.23 08- 1 UT. 8-11 75.51' END PFF N 3'18'10' E Eng�NE a'� END PIPE N41.4150"W 29.23' 42 L=8390' � 379.17' 37 37 381.24' 37 - - - - - - 335.84' 37 G 37 � L=9.21' Q m e N 46'4135' E 0 3 i ^ ao 15.33' x1h E i UT B-l 4® v N Qo W I � .m � UT. 'B-6' � m 4i ►; `� 0 m N 74'1255' E 93.83' W m N6431'17E 85.59' 2 ''^^ ' SEE SHT. 15 2' g r\ 42 �i SEF SHT 14 FOR PROFILE co co O 4i FOR PROF 10+49.41 . ^ �p �.► b 126+50.44 , 1 � Nlo ^figs I EC �� -_ IIN EC E91"'� • r� • >! In �► , to of I c..,• • � I aWa ^ nn 41 - I � 0 �"*+ DINT '' � • �.w Q � 4NVI � ?1� 5� A DuT B � � � �* 16'4 �g5• i� �, �9 N 89'55'01' W 85.58' + 126+85.33 UNE 'DCS i UT B- J I 10+95.63 EC-LAT 'B-6': �'' SEE SHT. 15 FOR PROFILE h 0"0 N 1'12'34'W 30.19' 43 0 fp N =10+00.00 LAT. B-16' =10+010.00 UT. 'B-8 0+ B s � \ � � �Ox Oxy ^ g n Ox9h.� o � �'I SfE SHT 15 FOR PROFILE rt TM. r _ r ~- � F 1NT. I V I _ 41 F /NT _ . 43 _ - 127+13 91 UNE.DCB' C CB 21 4 lit!6 =113+00.00 T B 37 � 12 Oxy W=10,, V=4.0' 42 T. B-t ` ,. Q I 42 UT � ��5.10�� 11110.73 BC-UT. 'B-6' T e_��0 B- =10 OV LUT. 'B-8' 4S h \ 41 10.00"=' I ON 4512'06 W 37.9 C "� u _ 41 �� "� N36'19'47'W 35.64 + SEE SHT. 15 FOR PROFILE 41 m SEE SHT.15 FOR PROFILE N42'23'S3"E 17.1 11 �, �. dd ,! FOR PROFILE 10+37.92 � 11+34.99 � - 10+35.64 � SEE SHT. 15 '�' � ��`s9'"� 7 m o END P1PE 37 g ., 10+17.13 �x G CoCB 63 n o F C8 v D PIPE _ = 47 3 0,0 or END PIPE 4 EN °� W-7.0, V 5.88 �'' W=7.0', V=D-44 ^ F CB 68 v, I END PIPE FCB 62 �h, 47 s, p 6.65' 4 4 ���` xhh ! 1.77' F F CB 66 3 W=7.O,V=4.21 F CBV 5991' 4 .� �h Z� W=70', V-4.0 47 0.45' 6.12' o �cc F�x'r 127+23.911 UNE 'DCB' _ _ 127+56.43 5 CONSTRUCTION NOTES F ti 41 � A 1 N '�x,�. '• x6�'�d� =,0+00.00 UT B-'�' � ',- ' END PLUG NORTHA 3 CONSTRUCT 48" RCP (D LOAD PER PROFILE). X� F ,�O�G g o CITY OF RANCH 0 CUCAMONGA k o SOUTHMA/N F lNr. H sr•NFT o ., .� �', o TR RP P R' Q X �? 39 CONSTRUCT 36' C D LOAD PER PROFILE). •. � � F INT. ( ) 10+95.63 EC LAT. B-6" oX x Q Gj?oo �9l LRVE �D��A ' 40 CONSTRUCT 3d' RCP D LOAD PER PROFILE). =10+00.00 LAT. 'B-8' BFB+ '9'�.r � V 120+56.09 LINE 'DCB' F INT STORM DRAIN IMPROVEMENT PLANS FOR ( )• 0�' �9l B�� =10+00 LAPS. "B-3' & "B-9" ?�� 'fox 10+95.00 UT. 8-9' �c xo� Q�pF ESS/0� 41 CONSTRUCT 24 RCP D LOAD PER PROFILE). I a' a' CO FACLU ES DISTRICT 2001-01B ( ) m s opo =10+00.00 UT. B 9N' ,o ���0���.I C, l 42 CONSTRUCT 18' RCP (D LOAD PER PROFILE). J.S. 0 STA. 10+95.63 li? J.S. 0 STA. 11 +10.73 N ���,yZ DAY CREEK BOULEVARD CONSTRUCT MANHOLE NO. 1 (36' PIPE AND SMALLER PER CITY STD. PLAN 318) E,1; g J.S. 0 STA. 120+56.09 J.S. 0 STA.10+95.00 � No. 20596 z d Ex­1>1p. 9-30-05 � LINE "DCB 44 CONSTRUCT MANHOLE NO. 2 (36' PIPE AND LARGER PER CITY STD. PLAN 319) CURVE TABLE crvl> �* 0h N g 6,9 # R L T qT 45 CONSTRUCT MANHOLE N0. 1 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 318 ^ u x6 Q�Q� A 13 '33 ' 02' 22 , 5 0 ' 5 . 32 ' 2 , 67 ' F� CA APPROVED BY DATE? �o cf 46 CONSTRUCT MANHOLE NO. 2 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 319 6� B 25°3 3 '42' 22 . 50 ' 1 0 , 04 ' 5 , 1 0 ' CITY ENGIN E E R �� � RCE N 0 24953 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 C 48°21 ' 00' 22 . 50 ' 18 . 99 , 10 . 10 , CITY OF RANCHO CUCAMONGA DESIGN Moilsf 17320 A". RECOMMENDED 49 CONSTRUCT 18' CMP D 53-59 '40- 22 . 50 ' 21 , 2 0 ' 1 1 , 46 ' BENCHMARK N0. 10051, ELEV.: 1300.686 R C Sui*350 OOKICM 1rin,CA"616 5 CONSTRUCT BRICK aC MORTAR PLUG 6°' E 43623 '24' 45 . 00 ' 34 , 08 ' 17 . 90 , SET 2" BRASS DISK IN CONC. CURB 1 vo;-.969-2S1-t/21 .10• 0.68' 4.82" DRAWN SCHUl12 Fm: 969-251-0516 SHEET x �Q `sx� F 2° 1 0 ' 1 0' 2459 . 00 ' 93 . 1 1 ' 46 . 56 ' STAMPED "CITY OF RANCHO CUCAMONGA BM 56 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333 �tiQQ 5.50' �' 88-56 '59- 45 . 00 ' 69 . 86 ' 44 , 18 ' 10051 1987" AT THE NORTHWEST CORNER OF D.L. P l A ERs ENGINEERS s u R v E r o R s 13 OF 25 s- BASE LINE ROAD AND SWANSON PLACE 0.25 o- CONSTRUCT CMP CATCH BASIN PER CITY STD. PLAN 311 H 30-32 '59- 45 , 00 ' 23 , 99 ' 12 . 29 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED &� 20596 DRAWING NO. J.S. ® STA.125+71 .37 CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH - RCE NO I 43'36 '26' 22 . 50 ' 17 . 12 9 , 00 DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE -� -G� FILE NO g77 1:\29010\IMPLANS\CFD1B\SIPI3.DWG 3/27/03 PROJECT SHEET NO. 13 OF a � � a I J J FUT. C GRADE Of DAY CREEK BLVD. tt V g� SEE PLAN SON SHT. 12HU1 o + L' •' 8FS OVER SD °'Q ' g �' ------ _ FS OVER SD FS OVER SD w Ak�kO6 F5 OVER SD c 3 c .rte ! U u W=101 A I t 1 1210 _. ._ . _ _ 1215 1215 -1175 1170 - ca 14 CB 148 PLUG END w 6 R�' 1l�7.0 w=7.o' BRICK & AtORr 1 �'L""$ 5 ''ey•'�s � ',�, PLUG BRICK & MORTAR 1 !j V=7 7 $ 1 6.06' !� 8MCK a MORTAR �O '2 •'`� PLUG S=0 01 s,b ,R�•� s�o� 1170 ��c s=o.01 p� �,o da► '!e$, �� cn' �i� 2b5,sj + N w 1200 0 ^ �.�� 1205 b .� 1205 w W 1165 . g1160gf., 2w °' , �' �� w iz o Q�Qp =3.4 1% �d a QIX =44.0 Q 100 �2.�2 ^ • ^g o i'aD =32.0 ' `>�a. cb W V 9.55 ,�� V -5.68 _ lei V =8.63 mN 'oo V =10.58 o' h N �" `y -o c!°! CONST. 95.57 tf - t d" RCP CONST. 121.62 LF Q rw g m _ 16000 36" RCP - 18000 v =8.80Oloo { ^ to V -7.01 +r� + � v =fo.78 10 11 mT. 30.80 LF �m �m CONST. 39.56 �F „ LAT. "A-29" c�rvsr. 12.0o tF CONs>: x#.28 LF COWST. 36 LF 18"RCP-16000 18"RCP-16000 LA T T-5 48"RCP-18000 1'0 30" RCP-18000 300RCP-18000 1 LAT "A_30" 11 LM '8- 1" 10 LAT. B- Is" LA T. '�- ' SEE PLAN ON SHT.' 12 N ^� g.'K m ' $ FS OVER SD ; Z + SEE PLAIN 0111 SHT. 2 g o �� A� } RR I N ^ j W W � O �tie� f FS OVER SD W,m o FS OVER SD $ �, •.� w N co #9 jtr ,�' + a FS OVER SD �,'•'�, N'�7.o' i ,( i av _ _. _ 670 __ _ __._-. _ _ _ _ ..__ _ }_ ___. ._. _ _ -•-.-_- _____..__ ..._.._____.. __ 1215 _ . �ti fl _.. 1215 -- V �1215� . _ X180 CB Q� ------- #27 or CB 128 --- ---- LIC E10 W1 V=4.5 BRICK & MORTAR j S-0.0140 '�', �'2 .of�0 !� BRICK d MORTAR BRICK d moRTAR volo "rL' ?� / o is ' -� 1210 �� !S� '° PLUG PLUG o s� '2 S-0.01 S=o.01 opp {( ice IZI a 1205 - _ - ,� _ -1205 - �� > + a 1174 '�' q' o -Is !�O �1 �' �� �N >�e>3, � N� w •� 1 =326 �_ %, A w ^o V =f0.58 ^ �^ Q�p =31.1 o, bq Q tav =5.6 , 0100 -3.6 �P 4 +N t^' '2 �� o w Qtoe =33.6 �O N 01w =1.5 1.5 0 0 o V =9.90 V.. 1 + �w A ►� _ lop =8.2 `� w V =14.69 w V =711 CONST. 7.19 LF c °'• "^ �`� A V �17 ��� I✓ ��w w I� w m CI�NSr 50.54 LF 24 RCP-16000 +� a � GbNS`T. 102.92 L F G10NST. 29.36 LF 24"RCP-1600D w o�•, ' 30' RCP 18000 30'RCP-18000 i Qf0�02 �" ^m Q1003 o 10 V =XXX V =1.62 .°p 4 OW.. 10.0 LF co#v57. 10.0 LF 10 11 ,m - �4'RCP-16000 1 24'RCP-1600D CONST. 2600 LF covsr. 92.27 LF b i LAT. '�-4" LA 1: '� 4M f8"RCP-18000 10 18'RCP-18000 1 1 1 LAT "/� 28 LA T. i A 2T' "TAB f4" LAT. AB %3" 1�c, + 9.jGQ N 8 FS OVER SD ,��� �� ,�tih,�, FS OVER SD 1235 ce --_ __---__ _- 1225 08125 ' P2 _ CS 123 w=11' i w�18' w=11' V-6.6' a t V=6.53' V-4.5' 0/4/ PROFLE SCALES { IV `' '"�""jW ( HORIZ. 1"=40' ► m I i VERT. 1"=4' { 1230 1220 s�_-avm 1220 90.1129 PLAN SCALE �g1 �9 �► 1"=40' , � S�o• �� �. ,� ,� CITY OF RANCHO CUCAMONGA STORM DRAIN WROVEMENT PLANS FOR ESS 1225 titin �s� '�' �' �o Q� �0'�� CO Y FACS DISTRICT 2001-01B : r �m z DAY CREEK BOULEVARD No. 20596 ,,, Exp. 9-30-05 !! �! PROFILE SCALES CIVIL a LINE DCB Q100 =6.2 ©� HORIZ. 1"=40' i qTF CF V =11.13 o Q1GID .46 02 Qf� 3.7 VERT. 1 =4 CA��E DATE: _._ __..- Ovsr. 2'6.76 IF o W om V =952 _ wW V =1 r.14 APPROVEDITY ENGINEER RCE NO 24 18"RCP-16000 "°p CONST. 91.98 LF-18*RCP CONST. 27.11 LF 10 PLAN SCALE 953 10 16000 187RCP-1600D 1"=40' CITY OF RANCHO CUCAMONGA DESIGN MoRsf 173"I.&MA,� RECOMMENDED LAT '�- 11" LAT 13- 10' LAT B- BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. k,i.250 13e SET 2° BRASS DISK IN CONC. CURB 1 � DOK1C� bvire.CA 92611 T. T. • n DRAWN , FAX: 919251-9821 51 STAMPED CITY OF RANCHO CUCAMONGA BM � :CMU1T: FAX: 919-251-0516 SHEET 10051 1987' AT THE NORTHWEST CORNER OF D.L. P A NERS E NYC I N F E R S S U R V E T o R 5 14 OF 25 SEE PLAN ON SHT. 13 SEE PLAN ON SHT. 13 BASE LINE ROAD AND SWAAVEN PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20596 DRAWING N0. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. ( S77 APPROVED: OF CURB RETURN. DATE / FILE NO 29010/IMPLAN S CFD1B/SIP14 3-15-03 PROJECT SHEET NO. 14 t EXIST`. GROUND fm I m I I m to ? 2 r .40 po m 1 1- OVER SD ca Wt go �� ,r g 1 l`8 121 o �' ,r FS OVER SD $ o + o CR 04 1 `� ' � �"$^ o W=10' V=4.o' w N i F$ OVER SD �''� ` w `� 97, 8 A N ,_ - W=11.0' f 8 N 1 ` J + I / + i 1225 '� __ __ n`��� 1225 1225 � a N ___ v-4.5 # 225 # 245 - 1 �o� Fs ov, sfl w M _ , _ # 245 _ _ - . ------ _ --- - _ - 0163 - 1 - - _ - W=70 1 C if72 - o 15.88HOLloo ' HOLloo 5 ... 5=0.005 � _- .062 !k j213.g5 N p3251�0. ?'`'�,'��''2 •`�� o Lion ti Z 1215 _ 1215 _ _ 215 N �s �`IV # 215 __ 1235 - 1235 •� o 0100 =2.4 0+ o �1�' bit C.11 M� �C] V ';� �' •?�! ��'� `� o •A CONST. 35.54 LF w CONST. ss 72 if + 18"RCP-1400D 18"RCP-1400D a r<N+ 0100 -17 + A 10 1 v =9.79 Q � V' Uw .DO =8 6 •r� Q i10. LAI. -6S LAT -� wm w^ j OS7UBOUT ONLY V =9.99 A N 8 �'L�-� �, •� e��, A w i CONST. 48.57 LF CDNST. 91.68 LF 30"RCP-1400D 300RCP-1400D w 1� CONST. 12.41 LF � 1 G�O/VST. 41.26 LF .� s' .� o =4.2 4 RCP-1 D 4" -14000 2 400 -11.21 2 RCPN _ i V V 154 0100 -4.9 loo w m V -4.4 V -2.Q3 CONST. n s3 LF CONST. $2.17 LF SEE PLAN ON Sh�T. �3 18" CMP ' i 18"RCP-2400D LM S-2" LA T7;-6' 10 t o I 4 LA T. 19-12W" SLA T. 'B-16" b, I � I m ;mlb { 1 1 E 3 w w il W W Jm �ml 01 *mI oD , mj ' em2 m w f W �� •� ; !'x•14 z y O�to F , t t`N w w W h S S ,S F5 OVER SD j S g g h FS OVER SD 1235 --__ crs OVER s0 X03 o N '� t 1235 0 '� 1 135 � ! - , 1245 - ,ti'�� N M ti's• --1245 --__ ----_ -` ce to 15.65' ------- CB W_-70' gCB s _ CB 09 ' w--zo' V-5.44' 10b V=4.Of' W=7.0, V=6.71' j 11 7.0; X4.0' V=4.00' a ` 1 , 4 !HGLTOiO W .. �• � � � ���a',� --- •0225 X0.0 y � MGL 1225 '� .� ''�' .� ��. j 1225 1 25 - e 1235 - 2 � � � � � -1235 I t\ N o N �' �` N flfoo =1.0 ^`� ! o cS r= o V =2.15 0100 -9.7 ``� 2V Q =9.7 o0 vs ><on w w ") � r; 0 w w �q �' N _ _ 'N O � N N V 1.3 09 V 14.52 � � w aa .N N R� N o N N N �� ^ % co �•�' i COINST 71.17 LF o w r� ^ �"cv ^ 1� °�, + 24"RCP-1400D w CONST. 16.64 LF CONST. 25.82 LF ' ;r + h►) .} + A + O O 0 0 ^N N N o ! 18"RCP-14WD 18"RCP-14000 R 41100 3 QfAD =34.0 QfOID =33.4 wo`�- o N Q =1.© QfQO =1.0 V =6.93 V =7.55 0+ V -0 64 V -763 1 1�0 w o 0 too �3 � V =17.ff CONST. 30.60 LF CONST. M9.26 LF" CONST. 9225 LF CONST. 36.49 Lf LA T. T-9W LA T 13-3S" LA T '$-3N' v -5-m CONST. 14.43 LF 30"RCP-1400D36'RCP-1600D 24"RCP-18000 24"RCP-1800D COAfST M.15 LF 16"RCP-2400D 11 10 18"RCP-2400D 10 1'a L.F wB-3� LA T T- � E SEE PLAN ` ON SHT. �3 LA T. '13-1TC LA T. B-18m, i I i I SEE PLAN 'ON SWT. 13 CITY OF RANCHO CUCAMONGA STORM DRAIN WROVEMENT PLANS FOR Q�p*<ESS/0 COMMLHTY FACLITES DISTRICT 2001-0113 Ii � P JI- No. 20596 m DAT CREEK BOULEVARD i r" PROFILE SCALES * Exp. 9-30-05 * LINE "VGL" HORIZ. 1"=40' VERT. 1"=4' F� CA1-\F APPROVED BY DATE: v �% PLAN SCALE CITY ENGINEER RCE NO 24953 1"=40' CITY OF RANCHO CUCAMONGA DESIGN MORSE 17320 Redhifl Aw, RECOMMENDED BENCHMARK N0. 10051, ELEV.: 1300.686 R C Wt.350 '- D O K I C M kvim,CA 92614 K SET 2" BRASS DISK IN CONC. CURB , vim:9.9.251-U21 STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN SCHUl1K FAX: 919251-0516 SHEET 10051 1987" AT THE NORTHWEST CORNER OF D.L. i LAN` E RPS _E N G I N E E R S SURVEYORS BASE LINE ROAD AND SWANSON PLACE 0.25 15 OF 2-5 MILES WEST OF ETIWANDA AVENUE, AT CHECKED No 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. a77 APPROVED: OF CURB RETURN. DATE l FILE NO 29010/IMPLANS/CFD1B/SIP15 3-15-03 PROJECT SHEET NO. 15 OF f�!4 J4 REBAR WELDED TYP. 112- X 2" STEEL STRAP WITH 3/8" BOLT "d" bars, for earth covers of 2' or less STRUCTURAL DESIGN CRITERIA Span 4' 5' 6' 7' 8' 10' 12' 14' o, Number 5 6 7 8 9 10 12 16 GRATE ASSEMBLY DETAIL Invert Elevation = LIVE LOAD Slope 48:1 HS20 TRUCK LOAD UNLESS OTHERWISE NOTED �aQ DEAD LOAD CRATE FIRST FLUSH EARTH LOAD PER MARTON'S FORMULA : w= 115 p.c.f. Q SLOPED INVERT Ku = Ku' = 0.150FEETo BASIN Span, S SIDE EAR : 37 p.s.f. PER FOOT OF DEPTH �. 0 EARTH 0 � o 0 1/2"x12" (MAX.) SLOT SPAN 10 � HEIGHT 5 6 7 8 9 10 HOLES, 10"-1 12* ON C R. Maximum Earth Cover 10 20 10 20 10 20 10 20 10 20 10 20 ALLOWABLE STRESSES 0 AND STAGGERED. Roof T1 8 10/2 8 1 g1/2 8 101/2 8 101/2 8 101 2 8t 2 11 fc' = 4000 p.s.i. AT 28 DAYS >7 .0 = o Walls T2 " 8 8 9 8 9 8 10 81/2 1 1t 2 91/2121/2fc = 1800 p.s.i. FS 0 Invert 8 11 8 11 8 11 8 11 8 11 8 1 2 11 12 TO LOWEST Sloe 6:1 �., Sloe 4:1 fs = 24,000 p.s.i. PERFORATION Slope p S acin 13 12 12 12 11 11 10 11 11 10 11 10 ---------------- t s s n = 8 ------- r- r-- �- --- Invert Elevation Invert Elevation Invert Elevation a ® Size Bar 6 7 6 7 6 7 6 7 6 6 6 6 , 3" GUNITE 6"x6"-WI. 4/1.4 WWM . SHEAR AND BOND STRESSES PER A.C.I. 318-63 � FLOW , , � Size Bar 6 7 6 7 6 7 6 7 6 6 7 7 INVERT SLAB : f'c = 5,000 s i AT 28 DAYS i i i i i STD. C.S.P. 8"MIN-1 _ _ = c " " p. . . `------------1 i i �'I RCB b Dimension 2-11 2-11 2-113-0 2-113-9 2-113-9 2-11 3-9 2-113-9 __TEE TYP. S 4 S/6 S/3 v DimensionBw 4-10 5-0 4-10 5-0 4-10 5-0 4-10 5-0 4-10 5-0 4-7 4-7 (4,000 p.s.i. ASSUMED FOR DESIGN) `�1 e �^ o " " Size Bar 6 7 6 7 6 7 6 7 7 7 7 7 6"MIN. M K) c Dimension 3-4 3-4 7-4 4-817-7 4-8 8-214-8 7-7 4-8 7-7 4-8 Fes' i= } p i C" "e7 Q Size Bar # 4 4 4 4 4 4 4 4 4 4 5 5 tD _---- -_j "FLAT INVERT" "V INVERT" "TRAPEZOIDAL INVERT' v Concrete 21.6 26.8 23.0 29.5 24.3 31.0 25.6 34.1 27.8 37.7 32.1 42.3 SET TEE SECTION IN WET a ein orcemen s 191 267 233 285 260 325 300 339 314 327 360 373 CONCRETE FOGTING do TROWEL ANCHOR BLOCK MIN. ASACK/PPROVED C.Y. TO BE USED FOR INSIDE TO DRAIN CONCRETE THIS PROJECT ALTERNATIVE INVERTS BY BUILDING OROFFICIAL.OD APPROVED GENERAL NOTES DRAIN PIPE & RISER 32 NO SCALE For exposed top, provide For Ce 18 each way (2' lap O1 FOR BOXES WITH SPAN OR HEIGHT LESS THAN ANY OF THOSE SHOWN IN THE TABLE, c" bars and adjust "C" USE NEXT GREATER SIZE BOX CONCRETE DIMENSIONS AND REINFORCEMENT. MAKE NECESSARY CHANGES IN BAR LENGTHS AND QUANTITIES. 45 dia. la "B.. I "b" bars "c" bars —I O QUANTITIES ARE APPROXIMATE AND FOR DESIGN PURPOSES ONLY. "b"� bars WRAP WITH ONE THICKNESS OF c Jbars I O3 FOR BOXES WITH SPAN OR HEIGHT OR COVER GREATER THAN THOSE IN TABLES, • • • • A SPECIAL DESIGN IS REQUIRED. 15 POUND FELT PAPER, SHAPE "a" bars OPENING FOR SMOOTH JOINT. "a"U bars ® = T! • o © • • 4 IT IS PERMISSIBLE TO ELIMINATE THE 180-DEGREE HOOKS ON EVERY OTHER BAR. • 6" -I 5 'e" BARS ARE AT HALF SPACING: (SPANS 10'-14' ONLY) _ Spacing 6 'a" BARS ARE AT HALF SPACING: (SPANS 10'-14' ONLY) 0 / ____ 6" ~ L "a" bars 3/4" min. Fillets = 1 7 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS o 1 Optional Const. it. 11 0l =3 Spacing P.C.C., AND ADJUST QUANTITIES. CMP a I RCP 3/4" min. Fillets #4 "d" bars 0.25 S 11 m ® FOR DESIGN AND DETAILS NOT SHOWN, SEE r _ Optional Const. it. 11 - STANDARD PLAN `D83", o I� 0.25 S 4"d" bars ROOF SECTION BOX CULVERT MISCELLANEOUS DETAILS. e -I 1 or or #4@18max., (5)Ile" bars `i— 1 :1 7 SPANS 1 O' THRU 14' SPECIAL NOTES do SPECIFlCATtONS FOR CONSTRUCTION ACTMTIES - -- 1 WITHIN THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT for cover over 2 CONCRFuly PER ABOVE #4 #4,tot.3 Invert Similar RIGHT-OF-WAY #4 7®18 7 "e" �or1j 45 dia. ® Og ALL CONCRETE WITHIN THE DISTRICT RIGHT-OF-WAY SHALL CONFORM WITH lap ars SECTION 201-1 OF "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION". #4 Q@18C RCB #4 �18 max. 2" CI. (T p.) 10 ANTICIPATED MAXIMUM EARTH COVER OVER THE RCB IS APPROXIMATELY 6 FEET. CMP TO RCP ADAPTOR 35 2" C I. USE ' e RCB • • NO SCALE (Typ•) 11 FIAT INVERT" FOR THE RCB CONSTRUCTION. � Const. jt. Alternative— const. iv Alternative "b" bars 12 USE ASTM C789 (GREATER THAN 2 FEET COVER), ASTM C850 (LESS THAN 2 FEET const. jt. Q, COVER), OR ASTM C1433 (COMBINES C789 AND C850) FOR USE WITHIN DISTRICT "OIC—)bars ® -3 RIGHT-OF-WAY. �p � m U • a #4 • "a" bars Const. jt. o, �' U • • #4 0 #4 018 max. typl V) "c" bars T2 1/2 Span " B" "e" bars ,.C., O TYPICAL SECTION — SPANS 4' THRU 8' 1/2 Span T2 WALL SECTION SPANS 10' THRU 14' TYPICAL SECTION — SPANS 10' THRU 14' CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR Q�OFESS/pN COMMUNITY FACILITIES DISTRICT 2001-0113 C!) co No. 20596LO r" m STATE OF CALIFORNIAExp.C9Vi 0-05\* LINE "VGL" cA��F� APPROVED BY � - � � - ; DATE: ��° �' DEPARTMENT OF TRANSPORTATION CITY ENGINEER RCE No 24953 CITY OF RANCHO CUCAMONGA DESIGN moos[ 17320R.AMAv RECOMMENDED Wft 350 BENCHMARK NO. 10051, ELEV.: 1300.686 `` DOR 1 C H Wvine,CA 92614 0411 SINGLE BOX CULVERT SET 2" BRASS DISK IN CONC. CURB , DRAWN 1 �<'9{9251-{{t l STAMPED "CITY OF RANCHO CUCAMONGA BM - SCHULTZ FAX: 9{9251-0516 SHEET YYQ :F. v. 10051 1987' AT THE NORTHWEST CORNER OF E.J. i l A ERR S S ENGINEERS SURVEYORS 16 STANDARD PLAN D80 BASE LINE ROAD AND SWANSON PLACE 0.25 OF 25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END of CATCH BASIN 2 FT. NORTH — - - RCE NO — �5�� APPROVED: OF CURB RETURN. DATE FILE NO I:\29010\IMPLANS\CFD1B\SIPI6.DWG 3/26/03 PROJECT SHEET NO. I Co OF _94- '3-U-- O ¢3-U-- 03 ch mlAJ I ! aCB jF52 t i r o $ W 14,V-4 .o' + op i I 1 ! J N 0-8.3.3 cfs Q =8.33 c!s It Q'= f09.4 cfs Q--114.0 cfs Q=I ra 8 cfs 0=52.0 cfs 45.5 cfs 0*35.4 cfs V=6.63 f V =6.63 fps V=8.71 fps V=9.07 f V=9.44 fps V=7.36 fps V=6.44 fps V=5.01 fps MN ti Ps P P Ps P P P P '1 1 •39 roe Z4- ff'' 1 1 Hm a �� 1240,� .. o.o 1240 so R 1 ^ IF71VlSNED GRADE �'$ $ �i S=o.o ? ,���' 8 OVER STORM DRAIN op o g 8 �" 8 $ Ob ��` ?moi �� � A ig 1250 ----- _ �_ _ �ti M $ r �'� M 1250 -_-_ OL 15.8 cfs .►° N`o G�7.6 cls ao ov ' H C w 2 �Q N N 1 2.42 ".2 Cfs m .}.IO V�5 03 / / ... ... _.. --. --- J A A ♦ A •r_ o+ V-1256 fps m 1240 s�=c.olo�5 _ - _ �`° N 1234.79 Hw �ti • ` 1240 _ __ . _ _ �oNs~r. .3as5 IF raonrsr. �2s3 LF - _ _ .- - aonrsr. .�5.� �►c 4" RCP (2000- 24" RCP (2000-D 8" RCP (2000-0 ---_ - ------ - - - - -- 1 RCP-IW.- S=o.of 19 1235.50 1W to to - - ----- S=O.AD50 30"RCP-IN cs 18 �, _ d, ------------------ --- -- W 10; V-10.58 $ -_- s=o.ol05o s=o.0042 _ �t �o -- - -- s=o.0042 _ - �� 28" 2 LAT '�-2C'� - --W 1250 , --A r o,, m NN 1� �$ •`°�, c�� � b� 12 0 ! Lu CA. ^h ,` i tVw ` ` �•N ��,1 ``PNS w^ ` �iJQy w _ ! ! A Aw p �w � `�` N o ~ N o $ o +h S 2 ! CB 123 2 O o A W=14;114.34' A vE ``� '�A p0 °0 ;� 124 j ".�` $ 1n w w A 1�w w .1240 s oo + _ _ _ , , 56 _ . 214 _ ;� I I w ccrosr�ucr 224.76 LF 48' *p (18o0-D} CONSIRacr To1.20 LF GmsiRrCr 54.30 rf - cl�r�rRc�r Sag 45 LF 48' � soc-u} 36" RCP (1800-D) 36" RCP (1800-D) -- % C+ONiST. 35.17 LF 1 :g 48" RCP (1600-D) ` MGLtpp i ('p o ' �► T- L A 1240 �� 12�4D ��' t oeI�� L ovi �y• COM7.. 31.31 LF 1 18" RCP (2000-D) + c ' PROFILE SCALES E .? 10 { HORIZ. 1"=40' t ! r ., 1 VERT. 1"=8' A IN 1230 ,� Y 1 3D _• g >q 1230 N PLAN SCALE LAT. '�- 1N' 7 .�� 6 5 4 3 2 1 2 3 +a X4.6 cfs �� � � .0' �� m 1"=40' Docs V 11.47 fps w 66 o �0 CONST. 48.04 LF CONST 53.74 LF RCP 000-D (2"-D).' �„o 1 (? 8" RCP ti � � VICTORIA TOR/A PARK LANE CFD 01-018 SHT. 7 OF 9 _ s - 0 109' LA T B to LA T H , L L .1 13' 47' 36' 13' 1 „m Q s 17' 16' 14' 15 21' 2Lw , '2 1.0' 3.0' r"i10�� Q =t4;w=J.74' ' $ J.S. O STA. 10+34.22 M.H. O STA.2+12.70 ------- ..� ` a 1242c' PLUG w/�R>�x -- '-en- --` ,,Q 1244 roe & MORTAR '4 if + rof4234 `' „.__ 1232 ' _ 1232/1234 - j� 1234 B �� � Ec N?46'11"E J7 MI � � ox�,5T. 'B-1 Br �. � ®IAT. 'B-2C" -2B"' ' RGP w SqO�, , - 0 PROP. SEWER \ Q N9'50'03"W 55.50' , N274574 W 37.69' N23. 520'E 109.22' �� N \, B 1Dx16' �� 4 0'1r ??'`1�� i 10f I INT . W O o W o h o ^? 34'22 1 u h N � o •. IN IXIST. 30' WATER _ � B- v 2 37 5 � >< N B' �1 W � � F -1 o . h >< 0f N R 00 0 30•> ; 9 B •� On 44 26.2 cfs �, o - �>3'� � � � ►,, �., _ kb .: ,. __.. ..., 6 UN �. � LAT B_2 O o+ Q=8.2 cfis $ S�j/F�B, ►� O N N ��� _� S G7 ' .� w I-14.49 fps V=5.34 fps o+ l _ - _ __ � I C 41 W N 89'55'01" W C't `�' �' �'8-'r'� J CC WST 26.39 1F CONST 7749 LF X10 fit` - N 89'55'01" 43 53.22' 40' 20' 0' 20' 40' 100' �T�j� 43 47.29' D -- - - 4.95' p- - -- Z 8" RCP (2000-D i RCP 1800-D _. F 37 LAT .B 91 '08-2A k26 41 F V 10 to .S - l ; O N22'53'19"E 48.06' }2a82 0.2.4T 10 O p1P (` GRAPHIC SCALE ��'� 1 1x1> 19'4o'W 28.10' �� _ LAT '�-2A" LAT T C" SCALE 1"=40' 28.82' r N 30'06'08' \� 1731' CITY OF RANCHO CUCAMONGA • ,O O' V-31 of 4r t CHURCH STREET CONSTRUCTION NOTES �f3sos g 2? ~ m G�F:�` - s pfESS1 • END P/PE �' �,w r m 3 Q� 0 h $ � ��. �� STORM DRAIN IMPROVEMENT PLAN C. © CONSTRUCT MANHOLE NO. 2 PER STD. PLAN 319. 32 0 3 o `"� � �� LINE "13-l" FROM STA. 1 +00.00 TO 7+50.00 4 16' Q SO' �J' �- 35 CONSTRUCT JUNCTION STRUCTURE No.4 PER CITY STD. PIAN 333. 467 351' 35 W No. 20596 �" LINE "B-2" FROM STA. 1 +00.00 TO 3+00.00 © CONSTRUCT PLUG WITH BRICK AND MORTAR. PER DETAIL ON SHT. 1 * Exp. 9-30-05 * COMMUNITY FACLITIES DISTRICT 2001-01B 3© CONSTRUCT 18' R.C.P. (D-LOAD PER PROFILE) VICTORIA GARDENS LANE �,g7Eac \P APPROVED BY � - - DATE: Al.H. O STA.3+36.55 CFD OJ-0 1A ® CONSTRUCT 24" R.C.P. (D-LOAD PER PROFILE) CURVE TABLE CITY ENGINEER Com' � >- RCE No 24953 39 CONSTRUCT 30• R.C.P. (D-LOAD PER PROFILE) # A R L T CITY OF RANCHO CUCAMONGA DESIGN RECOMMENDED ■10■s c Naso 1+.01,+n A... A 32-33 '40' 865 . 0 0 ' 491 . 58 ' 252 , 63 ' m REVISED STORM DRAIN UT'B-2C& UNE 'B-21"• REVISED DITCH BAS1N BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. ¢{ s'""350 40 CONSTRUCT CATCH BASIN PER CITY STD. PL. 300, W & V PER PLAN FOR CB 23, 24, 52 & 53.,/+IPS 7-22- 03 / o o R 1 c" h Aw,a n6u 0 B 32°59 '24' 45 . 0 0 ' 25 , 91 ' 13 , 33 ' SET 2" BRASS DISK IN CONC. CURB DRAWN ' Meicr.949251-"21 41 CONSTRUCT 36" R.C.P. (D-LOAD PER PROFILE C 60° 01 ' 09' 45 . 00 ' 47 , 14 ' 25 , 99 ' STAMPED "CITY OF RANCHO CUCAMONGA BM ■cMu1T2 FAR: 919451-0516 SHEET ( ) 10051 1987" AT THE NORTHWEST CORNER OFPLANNERS L ' _ 15 4© CONSTRUCT 48" R.C.P. (D-LOAD PER PROFILE) D 59-58 '51 ' 45 . 0 0 ' 47 , 11 ' 25 , 97 / BASE LINE ROAD AND SWANSON PLACE 0.25 D.L. r w N E R S E N G I N E E R s SURVEYORS 9 OF E 32°33 '4 0' 835 , 00 ' 474 , 53 ' 243 . 86 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20596 DRAWING NO. ® CONSTRUCT MANHOLE N0. 1 (MOD. OMIT MH SHAFTS PER CITY STD. PLAN. 318 F 22'51 '25- 11325 . 00 ' 528 . 58 ' 267 . 85 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE Z .0 ILE NO 1877 I:\29011\IMPLANS\CHURCH ST\SIP09.DWG 7/22/03 PROJECT SHEET N0. 35 OF 94 A R W CIO RK I } -� j ! Q = 413 es Q =' S 1 �Ma 1 0 _ '79.9cfq a � �3 'cfa A ^ 2 E c� fro V = 4.7fcfs V = 552cfs V = 9.71cfs V = 6.63cfs 'm � E Ww12', V169.61' irR ^ 12; V=466' # + ct 1 g� �� S 42' fin. I ----------�'` + COVER I A 8A j Oy�B 2501260 40 + o r� H0400 MORTAR FNISHED RDE _ v }--------�------------------ ----- OVER STORM DRAIN s= 5jr .?,� pu 1250 ._.._ .—.. � �' ( i q� ' 1250 ,�, ,dS� ft • 0 A�F ..._ 52=0 0050 S-0.0030 - A Z IQ>'AD =4.4 �I>'pp '*4.4� A � Q1W -8.0 ,�, ? �� —-- -- -- _ .--- ----- -- ---- -------- ------- �0 OAFS V =2.49 + =1 s r vs --- V ?.D'9 r• V 11. 1 _ - 124E3 _ 4 •®� �1 -- -- - -- -- - - _ 1240 A _ A 28.58 LF CONST. 80.5 LF N \� RCP (?000- 18" RCP (2000-D) CONST. W.81 LF 10 24 RCP 1800-D I N I } LAT. JU—1oG" LAT. T.T—Tw 1`0 LAT—V" { r _C WS V" 2t ZZ LF CQA571?lla 211.92 Lf— XZ07-a4 42' RCP (1600-0) 42" RCP (1600-D) 48" RCP (1600-D) I . CONST 61.17 iF I 42" RCCP (1600-D) j I 1 1 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=8' ; f 16 15 14 13 12 11 �;"SCALE 10 9 8 7 ooNSTRUCTK)N NOTES z 32 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319. x,,� 4r ARBOR LANE ti �x "> 5.48' CFD 2001-01B SHT. 5 OF 6 gym' m 36 CONSTRUCT PLUG WITH BRICK AND MORTAR, PER DETAIL ON SHT. 1 q, Gy. • 3.34' Z 14' 12!' 1 y3 � = 2 " e ; a = 37 COIUCT 18 R.C.P. (D-LOAD PER PROFILE) 16' 2T 20' 20' 22' 16' CIO 8 38 COUCT 24" R.C.P. (D-LOAD PER PROFILE) g► r 28' $ 38 40 CONSTRUCT CURB OPENING CATCH BASIN OF II PER4CITY STD. PL. 300, W do V PER PLAN 12+78.66 42 CONSTRUCT 42" R.C.P. (D-LOAD PER PROFILE) F i END PIPE M.H. O STA. 13+47.47 CON�UCT 48" R.C.P. (D-LOAD PER PROFILE) 6, y ' ' 14 �R� 4.98' 0.52' 43 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PL. 319 s (MONIED OMIT MANHOLE SHAFT) CIOw E,Y N r E J.S O STA. 12+79. 18 A N 0'04 59 15+29.56 y Ox �? RI tip OIA/. h EC �D �P1�U'P. SEWER 1 O Q� �y h NS4135 I� . 1l�+42.34 _. `• . _ .- �• h ©LAI T. B— + �h /"7 r'.,!r { t� r EC 4 g N28'59'5TW 62.56' 3 0 II II N 89'55'01' W 269.52' ^' �E w8 r 1 ' 7 68.29' 42 89.82' — _— N ?l '► ` a t r-,' '' .. C'4 PRA? V WATER 2 `� g� 42 - _ D4 �P _ 37 UT. 8-1G' �.`�� _. N36'4548'E 30.76' � J� 1 16 N . *Rt C O 4 ! am • �� \ �� o� v 124' � 3 25' 37 37' 25' CITY OF RANCHO CUCAMONGA "ke(Z3 h $ "++ O. '\ h CHURCH STREET 32 ``� �y ',fix Q�°FEss/C. o,� STORM DRAIN IMPROVEMENT PLAN N No. 20596��' LINE "B-1" FROM STA. 7+50.00 TO 15+58.56 o3 Exp. 9-30-05 l� X �,Q� 43�' 10f52°' s �' * * CO Y FACILITIES DISTRICT 2001—0113 G. 0 34' £Np P/PE `� O l t �Q � 467 Owl APPROVED BY ;� � � - - DATE: �Lv2 40 20 0 20 40 10o CITY ENGINEE C RCE NO 24953 M.H. O STA. 13+26.31 DESIGN RECOMMENDED -- -- CITY OF RANCHO CUCAMONGA MOR 6 f 17/20 R.dbll Ave. Fuib aso CURVE TABLE BENCHMARK NO. 10051, ELEV.: 1300.686 O O II I C H CA n6u R.C. � �� GRAPHIC SCALE SET 2" BRASS DISK IN CONC. CURB , 1 %em949-2:1-M SCALE 1"=40' DRAWN ! 5C11Ui►2 FAX: V19dl1-0516 SHEET # A R L T STAMPED "CITY OF RANCHO CUCAMONGA BM A 90° 00 ' 00' 45 . 00 ' 70 , 69 ' 45 . 00 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. P� MFRS ENGINEERS SURVEYORS 10 OF 15 BASE LINE ROAD AND SWANSON PLACE 0.25 B 32-33 '40- 835 . 00 ' 474 . 53 ' 243 . 86 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED NO 20596 DRAWING NO. C 29-39 '59- 45 , 00 ' 23 . 30 ' 1 1 , 92 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. L 7-7 APPROVED: OF CURB RETURN. DATE 3'� - FILE NO V 29011/IMPLANS/CHURCH ST/SIP10 2-15-03 PROJECT SHEET NO. -Alp OF �4 f , E i 4 cfs 354 cf 0-27.6 cfs I { } V = 5.01 cfs V = 5.01 cfs V-5.62 fps I 1 • } r E m Rm t 1 i f nN/SHED 'GRADE 5 8 is k a OVER STORM DRAIN 4 ?'�� + '�,� �oti� t y i k 1250 _� .__� .�-_i _y - -----_- - 1250 ca __ 1 119.0, 16.21' " ca 150 'ri ? 614.0, V=5.21` k 1 i t E � PLtJIG w 61RI�fY I 124f} __ o , 124f} � �� 5 X240 } ; S=0.0=- S-0.0042 ------ S=0.00442 A 1 230 W N � i { I I}} of 0100 -3. w^ O A 410b —6.2 + �. i 1 V =7.10 f, V =12.84 _- . _ -- .--- _- - _ . ._ , _ - - __ __� .___ ,__-._ _.___________� __ - _ ___�_.__�__.�____w_ ___ _______ 7. 68 ��j _ -__ _Y _ �OIYST. 38 fF -k CONS RCP 2000—D RCP 2000-0 , 10 5 C A57RLXT 87.67 1F k C�i�TRI JWl IF Jr RCP 1800—D RCP 1800—D I I ► { LA T. W-2D* LAT. ' —2F" CONST. 35.63 LF ' 'V r��r Jo" RCP t2o�o-D1 -_ A r A I1 i PRCfl-E SCALES E } HORIZ. 1"=40' i I VERT. 1"=8 ! { 3 4 5 6 7 8 9 PLAN SCALE I"=40' CM I RLCTM NOTES ®2 CONSTRUCT MANHOLE NO. 2 PER STD. PLAN 319. ® CONSTRUCT PLUG NTH BRICK AND MORTAR PER DETAIL ON SHIT. 1 FUTURE STREET 7 CONSTRUCT 18' R.C.P. (D-LOAD PER PROFILE) I1` 60' iE I ®9 CONSTRUCT 30' R.C.P. (D-LOAD PER PROFILE)) fA .-►1 cr I I }30' 3 ' � D CONSTRUCT CURB OPENING CATCH BASIN PER CITY I gr 12' 18' 18' 12S�_.C( STD. PL 300, W do V PER PLAN ' I .. 'S � , 2. �0 f 0,6 �9 �I' '-9+02.47 � r/ S� 4��. 41 CONSTRUCT 36' R.C.P. (D-LOAD PER PROFILE) PLUG I --- F. 'Of 19.50 ---- ---------- -------- -__ �r0 8+68.28 ] I h � o 40_ 19.Sp' IOf?) bX �QF 115 rPPOP. 07ER 1 ry h ss' __ , _ •- M.H. A STA. 8+62.55 1 - 9f62 5 E AV! x W r C lOf0000 E -B - B ) �_ o 41 O _ h til i< cot V CO "`- m LINE "B_2,. �it CITY OF RANCHO CUCAMONGA CHURCH STREET R Ess/off STORM DRAIN IMPROVEMENT PLAN C. No. 2059LINE B-2" FROM STA. 3+00.00 TO 38+80.83 rn o* Exp. 9-30-05 -40 c,v,� COMMUNITY FACLITIES DISTRICT 2001-01B �OF- CW` APPROVED BY DATE: CITY ENGINEER RCE NO 24953 RECOMMENDED MORSE 17170 R.dI,AI A",CITY OF RANCHO CUCAMONGA DESIGN 350 40 20 0 20 40 100 RICM I.vfn.,G CURVE TABLE BENCHMARK NO. 10051 ELEV.: 1300.686 R.C. 5"i",C rt6,1 60 RO - # A R L T SET 2" BRASS DISK IN CONC. CURB � , DRAWN .,,�:5,-..:, 225125 1325 , 00 528 , 58 267 , 85 - - - - STAMPED "CITY OF RANCHO CUCAMONGA BM _ G sepuir7 FAX: •N751-0516 SHEET A GRAPHIC SCALE 10051 1987" AT THE NORTHWEST CORNER OF D.L. PLA ENGINEERS SURVEYORS 11 15 SCALE 1"=40' B 87 54 30 45 . 00 69 , 041 43 . 39 BASE LINE ROAD AND SWANSON PLACE 0.25 OF - C 6°39 ' 1 1 ' 295 . 00 ' i 34 , 25 ' 1 17 . 15 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 146 --1 APPROVED: OF CURB RETURN. DATE 3'� FILE NO 29011/IMPLANS/CHURCH/SIP11 2-15-03 PROJECT SHEET NO. -'37 OF 2+ j V7 j } _ P - 1 I t } s _ ; �----- --_ - _ FSEb SRFAE ------ _IIIi ' , ` ti #�4 ! 0o ae i 43—4.0 V-6.25'e rsi25 } w-9 v CO SEA to i M W -- _ C4 C4 I HGY400 � $ - •-- _ / � ,? •ate � . � �?. / 1240 _, .� �- - , ,?�, z t 240 - . , t 240 - . . .• _ . -. - - � . _. Cos WL -S0. /� rmw w S �? S40.0106) ,� 0100 X4.3 c >'oe=*3 -'� u ,+s ^ *-m V =12.36 = Q1pn =x14.5 a>< � � Q1av =ff4.5 ! c, V 11.83 ROCK RIP-RSP /_- - r V =17.64 V a 1 Z.60 CONST. .?4 S6 M.81 : 1 230 _ RCP 2000_ _ ._ . aowsr. tF , lie (r - R 2 . . . y oDws> tuc�r .384.67 LF of 4r RIG'S 66 —n) c�ays�rRucT 297.66 LF OF Ar RCP {s -D)cr- t 0 t O g _ Tr LA T. T—7' T. SEE' S W MWPEi�1V _ at� N SHE. IJ CFD 2003 O1A L } N OVEj r - w V =14.68 fUnIPE Or RCP S.D. CONSTRUCT 66.Of 1F 1 ( { 66" RCP 1400-D) { I PROFILE SCALES i HORIZ. 1"=40' , 1.3�T VERT. 1"=4' , : 80 81 0.67, 1300' 82 8384 85 86 87 - - - PLAN SCALE CONSTRUCTION NOTES �3� © CONSTRUCT 15'x30' ROCK RIP-RAP 9' a MIN. ROCK CONSTRUCT MANHOLE 12 PER CITY STD. PLAN 319 � CHURCH STREET 3 CFD 2001-OTB SHT. 9 OF 13 CONSTRUCT MANHOLE No. 4 PER Cm' STD. PLAN 321 ©5 CONSTRUCT JUNCTION STRUCTURE J4 PER CITY STD. 333 • '$•� 'iso, - I 3© CONSTRUCT 18" R.C.P. D-LOAD PER PROFILE 298 4 4© CONSTRUCT 48' R.C.P. D-LOAD PER PROFILE t 44 CONSTRUCT CURB OPENING CATCH BASIN PER SCALE 1"=40' CITY STD. PIAN 300, W do V PLAN 10m � TRACT 4© CONSTRUCT 66" RCP (D-LOAD PER PROFILE) J S. O STS. w+00.010 8 + 8 A J = C. g g o E tI: it 10 �,"v ffun►E _ _ '- fig " _ Zb � � � f g � 7 6 5 4 3 — L 15'00' ROCK66) I 2:t RIP-RAP , S 11► _ __ _ _ - __M ry ` ROCK i ----------- o �------- ----- ------ — ---------- ----------- -- T. "B—p 3 i Q _ ti H _ 42 :�� O 1 S- 0.631E 1 —'• ... 45 _ -.-- 129.16' SEE PROFILE HEREON `* `� ... 42 ' K, N 1'15'50' W 820.84' Jr- N OZ <,tR'E 93385' ' "-- - -'-- 66.68' 62.48' 31.69' v 653.67' - - O ------ ----- ------ - --�------ - - ------------ ------ -' Q r _ ur. 'e-r unrE 2:1 e� 1 CO N60'02 Ll9'E 58.55' 3 kc� Q SEE PRORLE HEREON �0 o, V11- -Ortr'a; A PAI Pk,,- LA &'1` 1 � _ - - INTERIM TRADEZOIDAL DAYLIGHT LINE tq l DITCH OUTLET , - e 4 3 � - a �� � � I � � 1� PSL CITY OF RANCHO CUCAMONGA - VARIES B= 30' VARIES 10' = LE B �� � 7' MIN. 0 7' MIN. + 2s , 1. STORM DRAINWROVEMENT PLANS FOR ESS/O ExIST.I GPOUND ; � �� � �� LINE Brr AT VICTORIA PARK LANE U-i—— CD No. 20596 r^ m CO Y FACILITIES — -----------� — --- —�- — CHURCH STREET oc Exp. 9-30-05 � _ * DISTRICT 2001—01B , B= 0.0 CFD 2001-01B SHT 9 OF 13 n= 0.015 APPROVED BY e s= 0.0063 A� DATE:CALF tc o= 2.5'12.99 fps dCITY ENGINEER ' RCE NO 24953 n Q= 1137 cfs>283 cfs CITY OF RANCHO CUCAMONGA DESIGN _ MORfE 17320ReAMAw RECOMMENDED INTERIM TRAPEZOIDAL DITCHBENCHMARK NO. 10051, ELEV.: 1300.686 RC 00RICN .350, 6AH SECTION SET 2" BRASS DISK IN CONC. CURBv.;_ STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN ' S C N U l T I FAIL: 94925 -0516 SHEET v -Frs 10051 1987" AT THE NORTHWEST CORNER OF D.L. o A E R S E N "I N E E R S S u R v E r O R Sn BASE LINE ROAD AND SWANSON PLACE 0.25 OF `� MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. CITY SOUTHERLY END OF CATCH BASIN 2 FT. NaRTH CE NO — 18� DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE -27-63 FILE NO ,7� 011/1 M '� VICTORIA/SIP07 3-27-03 PROJECT SHEET NO. OF -?4 __ . ...- _... v _.._,. _.-. ._ ., _. .._ __ _ _. .. ._ _. __ _. __..__.__� . �._... ... T T Ilp ca , f , . . ,y ca 2 �m 8 C8 14, •,� � ce 140 /. W�5.0, V otT w 12, V OID' w-13.o; V.0' all - UGwl - _------y--`- J y R MORTAR _ - 1 -1270 H -SCE '_��,_ _ �_ .1270 - 12 g tL 1 259 -125 1270 d ' 11 1 100 � PLUG w/PR/G`K f �' N a a ,- _,--�'"" �2 RSP .020 'I , •2 �s �tp � ,,�,, �t IIIORTAR -n- 1 �� - Z� RCP s �_-____ . ��° ���s '? �� 1265 -,i Vy r - I�p� , QV� 01w_�6'. (� i r �O = - ! w 1r r t r r f 6 w e k � _ 'f 260 ?s� -1 260 Ss0.0261 Q,� =1.B c! + C,� =2.7 c � -10.15 o j V =7.27 0_�., o V =10.6.3 � I •_ os i j CONST. 3555 LF m A CONST. 37.01 LF 18' RCP 1400-D _ CONST. 54.41 LF C'ORI r 70.24 Lr o o Mi I i ( i 24" RCP 1200-D) + 18' RCP (1400-D 10 18` RCP (1400-D 1 t 10 0,00=39.4 t LAT. AB-3W LAT. T-3Ar LAT. 13-4 "' I ` r + ,� _ o v 11.0 LA '�-8 + i r + V =1 15 [ s ,+ 5. I i m ,r ( 4 t A m r ems - - 1 'lS 4� f GWSTRWT 475A9 LF RCP 1200-D) G1DN,41RlJt;TT 122.58 LF t .� sp,0177 36" RCP 1200-D } �k0 .� . •� S • m __. _N f , ',� j, i lw#VE OB' r COZ7WCt 4 iJ.92 t> 4t '2 ao a o ; I 36' RCP (1200 D) 2ca Q IAD 114.5 tV 4biD =42.6 I V =13.01 � 1 g • 8 g t� �' o+ w=14; i�=T.•f9' �_ ' _ _ =+o V =17.60 ' 1 w 4 vf2r V^ I ! --_ _� COIVS'TNUG`T 82.87 LF } 1 i ---- - ------ Ile 48" RCP (1200-D) 2 i t Z 1 Ha/� PROFLE SCALES I Aud Em W/ ., { HORIZ. 1;;=40' j ( BRICK MORTAR `� PLUG END VERT. 1 =4' a I �_ ICK MORTAR 1 �255 __ � � .1255/1270 - 87 88 089 90 PLAN SCALE 91 92 93 94 s hE,• X0,010 � .0214 ---- �?, 1 •0 '2 `� o S=o.0050 „ S. 3' AF 9.07' 4 ��ry, _ =0.00 01 4. 1.67' 7.40' \ ,fl j 1 5 F� x� age ���o�X6> � 1. 1' 2.s9' ,� 11250 ��x�SNS "oho�s�T X�h � ` 6r 87+81.94o + 10t7 : 1 1 Q 100 : 1 SCALE 1"=40' BEG. PIPE R e, 8 R, _ • o F INT o �p 10+53.92 92+66.02 - V 480 V =4.69 N 0 BEG. PIPE Z _ o 19 00 = �! _ + { 87+84.54 LINE B' END PIPE 3 �' .60 =10+00 LAT. 'B-3" "B-4" 10+06.01 �x • m 24.3 Q�� �.� g, 10+49.42 INT. F a a I $ o V =4.95 .. - : _. _ _ - - _ .. �D m BEG. PIPE END PIPE 10+49.86 LINE 'B' cA�o �/ / 0 V 4 w _ + 2.33' .� 242 =10+00 LAT. 'B-3W 6, ,off +`� v ' • FUTURE STREET _ �. ��► CONST. 10�52 LF C'OI►►ST. 41.39 LF o,�=3 7 ^ o N 0106-3.7 w �- 4 RCP (1200-D) RCP (1200-D + RA f rr Q B 3 $ Z �• ,� i !.�_ �'.� -' ; 1 1 10 C01�157 4537 LF f ± V 18 A A 0 o V -9.49 1\10' 16 ,�f,3 �'x �o C C8 42 � � J.S. O STA. 10+49.86 M.H. O STA.92+67. 13 ��' "' Z� � < ,,. �-.`-' ,-� 30' RCP (1200- t CONST. 24.25 caw... 50.76 o , r w=5.0, v=4.o' M.H. O STA.87+84.54 ��° °4 " RCP 1400- ' RCP (1400-t9 1 `!ma61 x$ x �, B�G�F� 1 .75 a' ��� I a ' �, �;� .. LA T. S-4" ' LA T. s-3" LA T. OB-2W" LA T. AV-2EN Ox '�' 1 39 Z2 \ sr 40 /4 E 9 _ 48 Q W Al7O646"E 39.l3' - - - 10. \ 1 x �Lu I 42 T. B-� =Tm.80' _ - \�` 4+31.5 N44'5Y52"W 95.31' O N OV6 rE _ - - Zo O0 t\ N 45'06'06" E 211.79' d Y i lap 0- _ r _ r / I\f �N o0 9� 6.02' 0 A �5 1 ®�T•, 40 33 I N75341 f E E SS I Q J CB 09 EC �� ,o _.. _ _ J I _-� - %- � `C W-7.o, v=8.25` c 10+45.91 UT '8-4' N LAT 8-4e0 Vl r T 4!A PARK K 1 A ME - - � �cji� N � � -w� dl. � `�' �„ � z \ �' •+. .� ; >. ---- "'_-�� f'1° �� No. 20596 m V =10+00.00 LAT. B- NO'06'08"E 32.07' _ - -_:: � - --' _ 4.57' _.._ _ _- `�', oc* Exp. 9-30-05 S _ �,. ^ -.ate,.•-,.. . -...•....."...'•` ..--_-- _ `.o..'..wR.r•T"`•:'-�- N ' M t CALF s 5.50 r� �, 1255 •� _� � �� 9�f o0 4.5' �� s=0.0100 I N 893540" W 6519' \Ox\ ' g N -� LINE B �.�941. TRACTEN � CITY OF RANCHO CUCAMONGA � � i No. STORM DRARVWROVEMENT PLANS FOR _. f INT. '9 4fl1�� 8 v o 44 93+14.94 LINE y 'y a �� m" �JJ 3 =10+00 LAT "B-2E" s `° C9 + I LOVE B *� & LAT. 'B-2W ik p� O CONSTRUCTION NOTES M.H. O STA.93+14.94 1�t150cE Flow COMMUNITY FACILITIES z ra �/„ ,s 1 DISTRICT 2001-01B �Q 31 CONSTRUCT MANHOLE NO. 1 (MOD. OMIT MH SHAFT) 39 CONSTRUCT 30' R.C.P. D-LOAD PER PROFILE 18" RCP-1400D * � � APPROVED BY � DATE: © CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319 ® CONSTRUCT 31i R.C.P. D-LOAD PER PROFILE _ _- . LA " T-4 � - - - __ ___:_ ._j CITY ENGINEER - / RCE N O 24953 FUTURE STREET 3© CONSTRUCT MANHOLE N0. 4 PER CITY STD. PLAN 321 4© CONSTRUCT 48' R.C.P. D-LOAD PER PROFILE CURVE T A B L E CITY OF RANCHO CUCAMONGA DESIGN _ MORSE 1„20R."A,,. RECOMMENDED 35 CONSTRUCT MANHOLE #4 PER CITY STD. PLAN 321 4® CONSTRUCT 42' RCP (D-LOAD PER PROFILE) # A R L T S„R.350 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. O O R 1 C N h a 92614 A 44°58 ' 12' 45 . 0 0 ' 35 , 32 ' 18 . 63 ' SET 2" BRASS DISK IN CONC. CURB w:«.969-251-RR21 WITH BRICK AN MORTAR. 44 CONSTRUCT CURB OPENING CATCH BASIN PER I 6 CONSTRUCT PLUG s�' B C D 3 �� O O ° " DRAWN ,. _x SCRuITf W: 949251-0516 SHEET CITY STD. PLAN 300, W do V PER PLAN B 44 58 12 22 . 50 ' 17 , 66 ' 9 . 31 STAMPED CITY OF RANCHO CUCAMONGA BM 3© CONSTRUCT 18' R.C.P. D-LOAD PER PLAN C 17-32 ' 08' 1086 . 0 0 ' 332 . 37 ' 167 . 50 10051 1987' AT THE NORTHWEST CORNER OF D.L. P /1 H E R S ENGINEERS SURVEYORS p BASE LINE ROAD AND SWANSON PLACE 0.25 8 OF ® CONSTRUCT 24' R.C.P. D-LOAD PER PROFILE D 36°24 '51 ' 45 . 00 ' 28 , 60 ' 14 . 8 0 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED 6 20596 DRAWING NO. _RCE NO CITYSOUTHERLY N F AT H E 26-55 '30- 45 , 00 21 . 15 1 0 , 77 DESCRIPTION OF REVISION DATE END 0 CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE •� FILE NO 29011/IMPLANT VICTORIA/SIPO8 3-15-03 PROJECT SHEET NO. OF _ La 1 , . 91642, OL--4.0' . h t ► r4 V--4.0' N O f , _ _ .•_____..___.. __ _. . ,. _.. .__.._ 4 2 _ 4doOr �X60 too yaw j� 14GL PLUG WIVR& w f 1N/S1�lEf3 SURFACE OVER MORTAR 11'-7.0; V-6.62' m I OF STORM DRAIN " S� � � ` -- 1260 S-0o.o?48 •q, 1255 1 255 _- t _ _ { �$ g N '`'�. g. __ r -' ► ! ' 1254.83 INV •� �a : �' { _ r - } w - _ > N _ o � w .i- _ p�P o i _ ;. { . 255 ___�_�_ _ -_ 255 w S - > d m SaS 20- ;4RCP-IN - ------ - - �y' $ b'N Qfoo o ?Q1A9 �H w•, =1 47 �m { -�_ 1A7=21.4 N o o + Q 1AI'! X20.7 V 2 V =13.65 W4W -� F V -4.36 V �56 CONST. J5.08 LF CC NSr 30.32 LF } J� 18" RCP 1400-D 18" RCP 1400-D ti COW. f f.62 LF moo•°ig° hIAN E 300 RCP 1200--D 1'0 JV RCP 1200-0 1 p � 1'0 LA �; ABQ 5" LA T "ABO- �. LA 'ABC)-4' s f ^7 w + e R i r� w w w .?• s 9fl' ' Q 321 1f7� , , ____ _ v __ __. __. _ _ _ _ _ -. . .__._ - __._. __._. _ --#245 -- �a° _.___ _ ._ . ___._ _ + i- _ . i V -11.87 w 0100 --23.4 2 0100-1.2 . Q' V =4.77 v -1.24 R kN 4, 14 LF - 3d" RCP 1 CbN5TRLICT 9682 LF 4265 ! w w •� 'e.4 b i► j $w 30' RCP 16000 t8" RCP 1600-D $N { �., .t .+ � ' LINE ABO 1265 M �' $ 1265/1255 f r - w Q �3.5.b Ng Z� f6 _� 1_ CB , '15 • 1�=71,3 #'=10; 'V-4.54' 11�fo; V=671' pw i C0A67RXT 30" RCP 1600-D PROS SCALES # i _ t�f 14 t HORIZ. 1"=40' j ' t rr VERT 1"=4' i i n� { I 1 260 -4260/1250 -- 10 1 1 12 PLAN SCALE 13 �, . 14 $ 15 16 "� 75 N g � 10+14. . 00 52 10+14.59 UT. ABO-5" • -- + _ =10+00.00 LAT. ABO-6' ` END PIPE 1D+19• s' 10+18.55 ��' $ o G. PIS BEG. PIPE S=0.028.3 �1 `�?•'� g - � 0 �• �• � CHURCH STREET SCALE 1"-40 �� o44 C - �kti k Q\ FD 2001 018 SHT. 10 OF 1,3 Q x15. 0" 10+91.03 � �0 0.76 J. .,L � f0+ 34 1.94' END PIPE �� ( 32 J.�{s END PIPE •- ii J.S. O STA. 10+14.54 '13 4.00' __ , _ ! _._�. _.__ __-�_._�_ __ }_ _�_.. __._ __.__ _: . I ----- Coal w HN m ! , . 1,79 I �" I 0100 -14 N N N Q100 =2.9 �, �ox� m y M.H. O STA 15+26.61 J.S. O STA. 10+16.,30 "B„ STREET 3 so h�, V =10.03 w +^ V =8.55 0+ 0.91' 4.07" +L�, f •' . TRACT \(' -16370 .� w w w f ! w 110, w o G10V1IS'T. 70..33 LF w w CONST. 24.81 LF 18" RCP 1400-0 18' RCP 1400-0 t ►��1,0: ��o CONST. 1142 LF CONST 29.08 LF I M.H. O STA 10+91.94 + , _ o m o L- - _ _ _ _ _ _ _ 10+4N 72 ' 24" RCP 1200-D 24" RCP f20O e me 10.8 Ot?=5 PIPE �� - - -_ _ - - ----„ - I 10D=,344 1 V =13.5,# �' i` QQ ,. _ ,. L�17: ABC - �" �LA �ABC� 2" t 10+2526 LA /. ABO 3 _. _.. . . . ©LAT. B N474038'W 27.23' �,� 39 31 _lw �^ U �f617-3" i 1 A N 128'43° w 471.04' -10+Ob 00 UT. ABO 4 `MO - - - - - - - - - - - - - - - - - T. ABO-4'�j 24.47" _ 434.67' N3'5759'W 3226' 39 �W UNE �I9DV N 39 N� �\ 9 + . , ,; 39 LAT. A80- n 6 s)4 N 7655'08' E 72.14' 16+ \R�9cA� S1� 9 x f0. d` x 2 y N 89'5501' W 15.96' LAT -U t� �'� ' NI78'43"W 37.60' A_ � LAT° 'A9O-5'® N4225'34 E 49 B8+ - ! a h 1 t 3 i e C � + � � d , x � o CITYOF RAN HCUCAMONGACIA 44 CO STORM DRANWROVEMENT PLANS FOR o ? Q�pFISS/ O s'1 f r o m C. LINE ABO f! !) u LINE ABO 3 N N m COMMUNITY FACLITIES No. 20596 �" m 1 �� °6\Q� x,� 44 * Exp. 9-30-05 * DISTRICT 2001-01B CONSTRUCTION NOTES cn�,E \P APPROVED 8Y DATE( 31 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL. 318 (MOD. OMIT MH smm ® CONSTRUCT 24" R.C.P. D-LOAD PER PROFlLE M.H. O STA 16+26.34 CITY ENGINEER RCE No 24953 3© CONSTRUCT MANHOLE NO.1 PER STD. PLAN 318 39 CONSTRUCT 30" R.C.P. D-LOAD PER PRORLE CURVE TABLE CITY OF RANCHO CUCAMONGA DESIGN ■ORSE 17320R.AiflA-. RECOMMENDED BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. R'"'i 3S0 3 CONSTRUCT MANHOLE NO. 4 PER STD. PLAN 321 44 CONSTRUCT CURB OPENING CATCH BASIN PER # A R L T 0 C R 1`N 1..A",CA 12616 O SET 2" BRASS DISK IN CONC. CURB DRAWN 11 �°-969-251-..21 CITY STD. PLAN 300, W & V PER PLAN A 43°26 ' 18' 45 . 00 ' 34 12 ' 17 , 93 ' STAMPED "CITY OF RANCHO CUCAMONGA BM SCHUt,2 FAA; 949-251-0516 SHEET 36 CONSTRUCT PLUG WITH g' BRICK AND MORTAR. PER DETAIL ON SHT. 1 10051 1987" AT THE NORTHWEST CORNER OF D.L. P l ERs ENGINEERS SURVEYORS �+ B 22-48 ' 17' 22 . 50 ' 8 , 96 ' 4 . 54 ' BASELINE ROAD AND SWANSON PLACE 0.25 OF 6 © CONSTRUCT 18' R.C.P. D-LOAD PER PROFlLE C 91 -33 '42' 45 . 00 ' 71 , 91 ' 46 . 24 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED NO 20596 DRAWING N0. D 45° 00 ' 00' 22 . 50 ' 17 , 67 ' 9 : 32 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE FILE NO 29011/IMP -N--/ARBOR/SIP05 3-15-03 PROJECT SHEET N0. OF 4 ��