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5ENCH MARK NO. A- 219
FO. CHIZ. p ON 50UTH CURB RETURN
AT SOUTHWE-3T CORQER INT. or-
LION
FLION STREET 13ASELINI=
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/NSTALL /8" i?C.P. C 2000 D N
• --- __ _ _ . � ._?�_�GrL.f Msfa�/��'Q.�r ( PRIVATE)
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(le5U0) 32.Q1L PROFILE SCALE
11 11 1 1 1 1
Ci HORIZ I = 20
LATERAL A LATERAL B &
VERT I
PRIVATE
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0 0+50 1 1 +50 0450 0 0+50 1 +50
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SEE STIFFEIJER
" DETAIL HERES)I1
�4'1•ioL_Q,H.D. w t GENERAL NOTES.
CEQUA� FP oEE�\ 'V OTF_5.
TO 6E I' pmn." 1. COEZRUGA"TED STEEL PIPE SWALL CONFORM TO AASH0 M- 1. All work shall be done in accordance with these plans, the �iLy of Rancho CLicamoriga
O.D. of PLATE 2-) GRATE ASSEMBLY SHALL BE GALVANIZED AFTER FASRICA-TION Standards and the Standard Specifications for Public Works �onstruction, Current
_ \I 39 RISEM AD 5T1_1125 SHALL gE SHOP FABRICATED AND GALVANIZED Edition. The Contractor shall be responsible for adheranc; . to these Standards and
-- - AFTER WELDING=
9" AF 1
2. All pipelines or substructures of ar�r kind and telephone or power poles, water
1d, (N?) meters, valves, fire hydrants, etc., shown or not shown on these plans within the
i — -- -- right-of-way limits or in adjacent areas where improvement.'work is to be done shall =
r 23be removed or relocated as required at no cost to the City'of Rancho Cucamonga. Q
—_- 3. Any Contractor performing work on this project shall familiarize himself with the f Q
BOTTOM V1 EW TOP PLATE ¢"'r' 0.0. site and shall be solely responsible for any damam, to existing facilities resulting Q
(Te,)'n'mAcr-, directly or indirectly from his operations, whether or not such facilities are shown f!,AgE LA Wim
�L�v.cN £��' On these plans. IIJ SITE n
,� lyz xl��,'x`/4 4. A permit will be required from the City of Rancho CucamongalEngineering Dept. prior � 7I
PLAN C 2-STD_. PIPE OFL_ //� GLE - _ g
MILD STEEL 6A�Z F //"' ANanyQI
— ' < /// NCr!'E� right-of-way.nachment or construction within City of Rancho Cuamonga easements or
• � z
q pproximate Q d ? (y
The uantities sho•,�n hereon areaN
�R ��i , and used for rmit and bond ses onl 5• All flagged elevations shall be staked in the field by the private engineer.
� �cSP o.o.
. . �— pe �� y• }
' (P ;/i�/ " 6. Compaction tests of embankment construction trench backfill compacting oriednal
i• \ ���� , They shall not be used in any way for bid- z s � �� gT•
40' ' din or construction. It shall be the ground and all sub-grades shall be pe`r ford at no cost to the City of Rancho
g submitted to the
Y! Y � ;n_ contractor's responsibility to provide Cucamonga.. A written report with these compaction tests shall be s
I� _ _ for his own quantities for bidding; and City Engineer for approval prior to the placement of base materials and/or surfacing.
< goy construction purposes. 7. City approval of plans does not relieve the developer from mesoonsibility for the
vI i - -I� 1 �¢STEE� PLATEon. Upon the
correctionrequired of lan revisionsshall omission
discdvered during
submit submitted ecCity Engineer approval. VICINITY MAP
---- --_ ---- �3To LF TLoMAmcH� PLATE STIFFENER P P Y Y PP
STD. c.Al._%/AN/LBC--/ DETAIL 8. V��bRK Sfl'E AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAtA, HAZARD FREE -
G�NIJEGTIOhI 'PLACES -
- - - = QUANTITY ESTIMATE
BOTTOM VIEW ORDEE?LY STATES TROUGHOUT CONSTRUCTION. SITE SHALL 8E CLEAN UPON
CAGE RETAINER RING
CONST• REQUEST OF THE ItJSPECTOR.
IDESGRIPTIO" TOTAL pc115LrC, 17PIVare t), THE 9E!3PON51BILrrY OF ADJUSTING MAMHOLE OR VALVE COVERS, PAVII�IG REPAIR
719PCON 7/9' AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER
—\ 51
k R.C.P. ((75p b) 1415 L.F. ✓ GAS, PHONE, ELECTRIC OR OTHER UTI L(TY LINE INSTALLATIONS WILL BE THE
4P>" R.C.P. (I�jA7�� 181 L.F RE�vPONStPSILITY OF THE GMJER, AND 'SHALL BE ACCOMPLISHED IN COMPLIAtJCE
WITH APPURTEIJAIJT ORDIiJAWCES AND STANDARDS.
r Er_• *WELD r - Y r--
�� " _-- __ -._--4�_^ 48" R.G.P. � IoG»ro) I�( �J L.F lo. A PERMIT WILL BE REQUIRED FROM THE gAN P�ERt,lARt71N0 COUN-TY
SLa To— z -- I 'f II �K°N ,Y- a01 s/a"xs/a"sPpc�c- ' _, 7 49" R_G.P 45P� t •F v/ FLOOD CONTROL DISTRICT PRIOR TO CONSTRUCTION OR ENGROAGHEMEt�IT
I Cta� n)
s � �� _ INTO SAU BEFZNARDtNO COUt.1TY FLOOD CONTROL 015TRICT PROPERLY.
+ I) _ �� � x2,/s xS/a" � g s2.�.P. ( t��or�) - �.F. I/ DESCRIPTION OF REVISION DATE APPR .
4" 6"Mlu. - - STEEL DAR (T'fP.) �f ALLEN WILT' k
lP� Q.G.F'. (I2yo rte)
-112" lm- DRY PACK HOLD- DOWN CITY 0 F RANCHO)O (Qj" 2G.P• ( 15c» C�) ZZ �.�. ,� �.�. �.F. CU CAM
ONGA
ELEVATION II ���� �-•c•�• Cin) Zoe �.f• ✓
3 MaA-4Aoc.Fc (-rlm STr). on. Stn) GJ G:;a. y
HELLMAN AVENUE — BASELINE STORM DRAIN
INLET DET AIL ,en s.P tZ igs'Gt? �t1 Q tx�rQ l t✓ AT ts��T I �/
MASTER PLAN STORM DRAIN LINE 2H
(q -
`� TRACT NO. 12362 & P M. 6395
I 2 2�r.���.T G��� 4L �•�- �V — L.s. � APPROVED BY DATE b-,LZ- S '
CITY ENGINEE R.C.E.N2 23889
s«
DESIGNL u5 ANACAL ENGINEERING CO. � NDE[)
1900 E. LA PALMA AVE. ri
DRAWN ANAHEIM , CALIF. 92803 SHEET
CHECKED R.C.E.N° 2g72'�- DRAWING NO.
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o, III m PROFILE SCALE
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1345 =
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5� 25.55` x U�
t 29 905 4 2 ��m \ CITY OF RANCHO CUCAMONGA
2 G42 O► t 8 10-oo' �.01' 34.97'
= 17 I \
3 0Y Wool,oo" 45.001 a9.�5' �) l-lv
�e Oo' co" �.�' 3� 3¢' 9 t�l�rou, .�.r c t25a �) I HELLM AN AVE. — BASELINE STORM DRAIN
e 1 N , , , a II
5 250 28 ?,el' qo.cn 40.oz' Zc, �4- � I � " /QC7/lG'�!O /f�G7G"���-lis O�I.•�G'e f� .
43 DI l�o•CY� '11.604 51.29 10 t�ig>rau to t2:G.P. (tom a)
7 47 I( �1' t�o•cn 107.0 7'S t7 c
� ' � Zko4.73 tl It1�rAls. �" c2 n) �� i s '� MASTER PLAN STORM DRAIN LINE 2 H
8 46'00' CO" SO-tee 17•C,7' q-�a' �.51 -I I �,>o ta" e.c.r. t3 'Z c o 00 atm �2 - - - -� TRACT NO. 12362 8k P. M . 6395
CONSTRUCTION NOTE I `�6'F>• �_¢'��=35' 14ov� `- �' �tr��vlatx, t ��• �• '�• 3to 2s CONSTRUCT COLLAR PER DETAIL SHT. 3 / '/S� I / ./,s,(,
15 r2�MoJ�c t2�t°L pc'� Coc 1G. t l-( C v�- t 2') * o. dVkr. t10- 5 t,Z/mx_- on �`
\ do t2�tov� CefttC c WAe,,T'• 4•G. t�MT. 'Co oQ tG-tI►,IA�. Co�tT�o►.l ss � z APPROVED BY �J,% DATE --�G-'
-- r«1G� e-I t3n,IL1, 012milljQ Vllt'[u fevnGx k moe_-A2 ft:v_ Sur. t7 �« nv![a so?, 1 CITY ENGINEE, .�; `�'� R.C.E.N° 23889
�— v�CCT/
t?�tZla�e_a1T v&leu.. of cA-� 0n5 s� At- 0 1 t�.l�- 48" t2••G.C f>GQ. CAt.J.�l.�•GTtot.�t�tatc, a�gtxC•� 18 1��o�.L 2A•" e.I.n-�. O� / " r� • DESIGN � C M ENDED
3�— fir. WAiVOL-P -r-� A otrrcc(' a��-to OIC"Ao taa gym. OWfti. ►to. Flo to r c �q„ �.M.� ANQCAL ENGINEERING CO. �.
20�---co�er• r8" o•y.P Qty fes. rx��At� o�S ►Ja. t `s 1900 E . LA PALMA AVENUE
�5 -- t tI�fccs_- 48" t2.c.t ( t 5vo r�)
O— tart, c 4t8" V_-
. C tS o v) 21 iLISIrNUL, 24" C-G.P 0Soo 0) DRAWN ANAHEIM, CALIF. 92803 SHEET
o� (714) 7`14-1763
22 INSTALL 3V"R.G.P.(ISOO D) —OF -6
Itl�au, dF5" t'L.G-t! (lobo n) � R.C.E. 29726 DRAWING N�
CHECKED Z�su �.
OS --- tIS��- 4Z" Q.G.r (t7 90 t�) (23 CONST. JUNCTION STRUCTURE PER STD. 509 - —.-.
24 LENGHTEN AND MODIFY EXIST. CATCH BASIN PER DETAIL SHT. 3 DESCRIPTION OF REVISION DATE APPR.. 7-,<. DATE Ll, C( FILE N2_ 7�
i
remove, e,}e. Arron L-/4,
EX/ST.
C.B. /--/0'
a
A � A
30"Q.C.P. EXIST i &wsr 2¢"'
C/ose �r�1`ire Oper�:ny Wir/i V ,(?C.P.
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y n.¢Burs /8 D.C. BD�LiA&g45
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4'
o 4 60m !B*O.C. CONST. 4'EX7:
507'6 KO of Ex,sT C•B. (, , 5T.
SECTION B-B T_
-T�I
EX/ST.
( 24-"R.C.R
EX
24"CMP I 1
Q CUT ALL STEEL AT CENTE/POF
E.C.0NST 30"I ' OPEN/il/G -BEND INTO NEW WALLS
NPCP 1 V4J6
1 k
SECTION A-A
0
B•c
CATCH BASIN MODIFAC./"MON DETAIL
. o.
R`a W4 Pars /S"O C. "
Both Ways q. CONCRETE SNAIL SE 560-C-3250
� C. _— yam„
b �iiliri
ev7al hors verbeo/wall re-
4
b //7-{o cem 3 /,7lo ror7G. Ca//or �e
� ah�as
#4 bar /6 0 C. F.ac4 Way
I
III A
o 0
NP.
SEC TION A -A
B
IV
G
4 20-C-200 0 CONCRETE
y:
►� yp I i" (NOT TO SE USED FOR A SIZE
CHANGE ON THE MAINLINE
4(9 " RCP CONNECTION H
DETAIL �' o L T CITY OF RANCHO CUCAMONGA
NEW OR I /2" /.O' 4"
EX/ST. P/pE
E`t'O,p 124" I.ol HELLMAN AVE. — BASELINE STORM DRAIN
57" /.5' /o" MASTER PLAN STORM DRAIN LINE 2 H
A rso.r. /.75 // TRACT NO. 12362 & P. M. 6395
3-*t4 C/RCUL ARAPPROVED BY D ATE -
riEs CITY ENGINEER / R.C.E.NO. 23889
CONCRETE COLLAR DETAIL DESIGN ANA AL ENGINEERING CO. REcy oMF_JVDED
1900 E. LA PALMA AVENUE �
ANAHEIM, CALIF 92803 DRAWN (714) 774-1763 SHEET
CHECKED R.C.E. WIJIZ6 DRAWING NO.
16/
DESCRIPTION OF REVISION DATE APPR. DATE Lg FILE N° ���