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� BENCH MARK NO. 6-8 CITY OF R.C.
V 3 coNcie6r6 /YAl(, AT NcRTNYvE57 CO2NER E16147H
STREET AND HELL MAN AVENiJE.
�2 CCff ELEVATION: /0 .164
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� � EX 1ST G,2a(lND(3 GYE57" P/W 1080
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t080 /
v I �(r N n i? TOP OF PROP WEST
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r rOP 0,r 240
Top Ew,5r 24" N Q PCC WALL ca m
CURB --� — °/a �*�, rn FEATNE,2 TD ✓O//V EX/5r AC PA l/EMENT
EX/5T. A'1- - X 6U77-5P
E.P. OF TRANS.
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PROFILE SCALE
HORIZ. 1,.-401
r
VERT. I"= 4'
1 '
1070
12 13► 14 15 16 ao' � 17 18 � 19 20 GENERAL NOTES
�� Qt ,, / C/TY,4PP,POV4Z OFPL4NSX9Z5 IVOI REL/EvE THE DEvEGOPERFPO/tifRESPDsVS��G�Ty GORT�E CG??PEGTIGW
m v p Q J � OFER/ZO,PA'NV OM/s5/Q�//J15C0l�EREDG�/R/N�COMST�IJCT/UY UPoNREQl1E5T T�E,PE�//,PEO/ 44�Y,QE-
`' SEVENTH STREET CURB ,eE TURN DATA b J J Nc @ p , °a �� �a Q ll/,S/ON5 S,�IALG BE P,QO/'/PTG Y Sl1BM/TTED TO THE CITY ENS//VEEP FD,P�PRd l�<1L.
a
W
SEE SNEE r Z cit O - 90 ,30 3/ Q _ ►� Z Z. IYO,PK s/Tc AND EXTER/ R STREE,5 cS�ALL BE//Y,4 NEAT (Zt-W/Y 114Z,�.PO FRE �20E,2GY
�, 3 r� ' m PAR ° p �+� h N J h NATE T,UROu L/OL/T CONSTRUET/ON. �srrE sN,4L L 8E CLEANED UPo/V RE UFST of TNE-
�zrsry j NJI 4/' 2x" 2 = 36. 00 3 � a � �. '' Q �� Q
L = 56.87, o � ������ �
/NSPECTD,P
1 2 10 W W ��� k W W
T= 36.32 I • ``!O I a, O 1 vW a`� �t 3 AIC 1�O,PK",SL/A tt BE ODNE IN.�ICrCO�POANCE W/T7�T�IE�`'EPLO THE-C/TY OF PA��' CI1��10NCi�t
HOUSE I � � /0Q ��� EXIST. i N ti �Q EX/ST. is 0 W N STANOA�PDS.4N0 7�1E STANOQpD SPEC/f/CAT/DNS FOR H/BL/C W0.2KS CONST�PUCT/ON-CUR��vT
i k v
--i HOUSE r EX/ST. 4 POUSE ��- , '�' 4�
q��L__-__� WW `�Q EC2 Otbg, / CONST. /2 N/GN L_---__� HOUSE ► cp v� I t� ,0/TION! CpNTi24CTOR I�aLL BEGAMIL/gP dc//TN ANO S/l�1LG BE,eEj,�jVS/BLE �lP,4DNCE
W s W WZ C {MALG r ! J Q4 _� -- i 0� p I j �il TO 17IE5E �Sr.4N224,-DS QNO SPEC/F/CAT/ONS.
N' N H 4 MATCL/L/NE BLO K * t' 3� 5r L----� 1-----� 4 0 v ,
ENO/'WALL ,� * AC D2WE p 11 3 v a Q 4.
4i ;, 22, v 7 $ I ,4 e REMOVE Ex r/N� i11 6 /3 �/��8 c� a 4 � �, v 3 ALG P/FEL/NES OiP SUBSTRG/CTC/PES OFANy C'/ND TEL FPL/ONE OR GOt/ER PGGES /c/ATER/'IETERS,
LL) `�N �� oW `0 6 3 EUC4L YPrus j ES /00.00' 9 75.00' �� /22.00' fQLVEs�/.PE HYD.QANT5,ElC sNOkiNORNOT S�D�N ONTllESEPLANS !�/lL!/it/'T//E,E'/GyTOF
O h a T YP. w Q > I q� 115.79 ii. 75.30 a l�AY Z//f//T5 OR/N L1OJt1 C9N rAPEQS 1s/L/ERE/MPe0V2E ENT*O,ee/S TO BE LAVE�S//4LL BE
.0 Al . ,. a .• - �! 2EM0l�ED, REGOCATE'D OR P,POTECTED/N PLgCE qS REQU/SPED taTNO C05T TO TL/E C/Ty df 2�YVC/�D
z r r - o �-
° / 'j ' I t* _/ I 5. !l PERM/T SL/.4L L BE OBTA/NEO F,20M TL/E C/IY DFPQNCNO CUCAMONGq ENG�NEEP/NG OEPQ PTMEs/T
o k� b o 0 0 o Q o 00 0 o Q o o o o o^ r 0 ; o a Q 1, I ,OR/OSP TD ANY E/VC,POQCNAIENT O,P COiYSr�F'UCr/ON W/Ty C/TY DF,24NCL/O C/JC�tMONQA E�JSEMENT
-77-Z-
r��7 +� / / Z,-/77/ / N +T7=
`.�ir SEArtic ra �o N Ex/sr O,P,P/�'NTOF�YAY
7F1 77ZZ
ZZ - � THE �57Rl�CT"U,PAL s'ECr/ONS�sL/OdUNA,E'E M/iY/MUM QTT/�E CUMPGET/ONOF,POUG'NC'P�'N�'�/LS
�-� £ 2 9 HEL L MA N �+ /V O /4 55.w AV NUE_ EX/s r f'C.C' �'4 CEMENT��— ��THE2 r0 GYN ExiS r. TESTS, /NCLf/D/NG' P li4L UES, �,�IAL L BE TAKEN AiYO�1 MATER/AL RERO,PTSf/ALL B�'P2E,oA;PEU,BY
Sir ----- ------------ ------ ----____- __-____ -------------- -- ----- ----------- - ---------------------- -- - - -- ---------------------
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4N0 51-1'41-/- BE S'l1%"/TTE,O TO T1VE 07YE/'�/NEER/VA:;:'///g El%�IGC/AT/ON.,gpP,Ppl��1G
C�/vEN d 1, N dLL 5TRZ16'7Z gL SECT/DiY�EQU/,Q�MENTS L1q//E BEEN NlET +
• � Uj� _,^ _r..^;::�� II � �aL L SEk/E,2,Gc/QTE,p�ECTR/C,�iAS GyQNE CROTNER UT/L/T Y LATERAGs,/�1A/NS 0,2C�P0<SS/N�j'S S�,AGL
/9 77 GF. ;reA V 5/rioN dE CDiYSTRUCTEO P,PIOR TO PA�/N�;
V oc®\ II W 1 vEe oErat� NEeEati' - 8. C2�MPAC7/ON TESTS OF EMBANKi41ENT�'OTRUCTiTRENCN BQCKFTLL, COMPQCTiiI� O,Pr�/N4L CRG1N0
`'�i W ,4iY1J ALC SUB 61e4OES �5ygL L BE PE,�FO.PMEo ATNO CI�ST 0 T/YE ClrY OF lPA�'ND C6C4V6WG'A.
r N W '' II `W Iii ti `n -4m - °Q al�R/TTNPEPDRT!c//TNTyEsECOMPACT/ONTEsTsyALL BESU9M/TTEDTdTf1EC/TYEiV6'/NEE ,
- o t` � 13j- v FO,PgPP,pD�aL P,2iO,P TD r/-/E PI�CEMENTOFBAsENrArERiALs AiYo�OR sI�P�Ac/N�
W 9,41-T//E COMPL ET/ONO,4-PAI//NG,4 MA rEPi Z-6 REf�RT 51,4GL BE sZ1BM/TTEO TO Ty9 C/ry EN6/iyEER
C/5T/N� ALL rE5't5 OR D TERr'?/NQ TONS COMPLETED TD vER/FY
Q ~ I I I I Q m N y • 0 q Q d. P vAL LIE,s/EvE ANQ L Y5/sQ NO'4NO 6i I611 4Z ENT OF 4�GREGATE 4455.
B. STA B/LtTY, O/G CONTENT 4NW .S/F!/E A4 4L YS1,5 OF Q�Rf/�1 L T,5'URF46-W!a
/0. INL/EN QS'PL/AL T CeIVCRGTE/s PLACED/sPLACED DN N47i�E s0/L wy/cam C�1ivS/STs DFA ROCKY
l l II Nl.4TER/,41 rNEsl1B-C',Pg/DE -5'�LC DE,oREP�KEO BY RENJOViN�',4LL ROCKS w/•YiCyPROTUDE
,4�vE TN'E /WF sIIB-6-PfIOEA/Y�.4LL //U/OS 020EP2E5�O/YS�,�1AL QE PALLED l�//T//A G/NE
W0led /MAITER14z, QL.4-a 414 Ty_9_57TFR 7WIV )r/-/E NATIVE NATER/QL.
CONSTRUCTION NOTES ESTIMATE OF QUANTITIES coNrQCT TXoc�ow/w a� E 4
SCALE: l"=40' SIRE T �' �U/REQ BNouR,5,vR10e r0 EXC4V4/-/ow
,�1 S4N�a,4BR/EL v,4L LEY ML/N/C/PAL AvA r,t R D/,STR/CT-MR BOB �S'TALG//v, (2/3>�9-27/9
/z 32' (�-C6WSr,05'AC AAVEMF-iVT ON _ CA$• /7.4 L.F. 24" GSC y✓QGG FDR �g5'EUNE ,POAD CONSTiPUCT/ON.
S4WCUT A/VO REM_QYE EX/ST/�V(i P.C.C. PAVE/�fENT 612 L.F. /FT. H/GN FL OOD CONTROL BLOCK G TALL.
B 6ENEk'QL TEL EPf/0 NE(BOO)422.4,/<32 GO/z UNDE,P6ROUN0 �sFPv/CE •
2 /3.94D S.F. 05'Q.0 PQ(/EMENT OVER CA.B«EE GEN.NOTE NO�� C.Sbf/TNE�PN C4L/PORN/q
( -CONST PCC CU2,B AND GUTTE�2 PER TYP. SECTION g(00/ S.F REMOI!E EX/ST. P.C.C. PNMT. (�LrsAwa17) --
PROJECT SITE 77' o RAN�OCCUCAMOA11A 570 NO. WO L PER C/TY i4a4 LF a" ,OCc CUg4A AI GUrr e-, GQs CD. 9-70 ;21 1,=- CITY OF , RANCHO CUCAMONGA
592 L.F. 12 "PCC CUA A�t/D GO'TTER �7/4J529-7070,219/5
44!' 33' ®AD./U57 SEWER MAN14LE rO GRADE 8,681 L•F 6" TO /2'PCC CURB eEruRN TPAN5/TION B/,e�r,€�REA CQL•9PG2
-Aausr wArEe SALVE TU GRADE I,0ee S•F CROSS CUTTER AND 5PANDREL D.CUC41WN,,a4C4! V7YGt�/1Tf.� PLAN 8 PROFILE OF STREET IMPROVEMENTS
SANT_A F� ,eA/t p0A0 Oz �> 7 11V5TA4 STOP 5/6N PER R.C. vTD N0. 402 G,2�5 S•F. ¢" PC.C. S/DEWAL K (v" 9 wT�A,VTB,P&ARD.�O R/ �,f
E/GNT,U 5r 6 5' 8 S 2 8 r B�--CONST. G',OCC SIDEWALK PER RC STD. NO. 20/ /a� EA. TYPE L" M R ERS (f 2EA. TYPE N` MARk"ER5 #4 6Ae - � � G4, /730 j � �L�.MAN AVENUE
E /ST. 24 PCC CURB coNr.� - ? ST. to 700', N LY
7"�'ST. �+ O,7/' x 2 EA. STREET NAME S/GHS ��'NQ °T
7 sr. 056' 0.43' APP- .TO aE ,eEL4CATED ay arge2S • TRACT 114344 PM. NO.5325
• " !o /i�5TALL ST,eEET NAME S/GNPE�P,Q•G, 570.�/O .102 5 EA. ADJUST SEWER MANHOLE 7t7 GRADE _ �4&a.e5@4�"O.C.
/� LEVEL L/NE 0`33 yAPIES �, W C�- 5 EA. ADJUST WATER YAL t/E5 TO 62ADE
No scat 2 •::.. �4•/'M/�t! �r CONST ROAD T2ANS.PER 2C 5TD. NO. 406,t 403 55 EA. REMOVE EUCALYPTUS TREES /,/Z . APPROVED a f:
s/x ry s r - -- -__-- DE C D NO O 4"P CURB
-- I /2 INSTALL &ARRIC4 RE12 R ST . . 4 4 575 LF REMOVE 2 CC
2 65 L,�' 2EMOVE 3' E3>;OCK WALL48A25 (CONT) CITY ENGINEER
• FEATf/E,2 TO MEET EX/5r. PYMT �3 CONST. PCC GONE APPPOACH PER RC STD. N0.305 ------__ DATE
W a l W " AS 5MOA/A/ONPLAN X=3' / EA: STOP SIGN , ' DESIGN DATE
PCC.P.1/iti?T. I¢ ' -15 SF LOCAL DEPPESSION a. GEORGE H. MIM MACK
C�G Pc'2 ,2ANC',�1 C/1CAM0 NOTE;/N THE EVENT CO//s TRUE- � CoNb r. w�10E� CHA�'� R.�I,til P 5 PER �'•C. .3TL? NO. 30 9 # „ RN/y
Z STD.ti'0 304,ll/TN/2"CF 24 6Te. � 01/5 EXIST 24'PCC CURB T/ON,�RO SEp pN EAST 15 LW 5/' LOCAL OE.pe6561CW PER UTY OF,2ANCH0 GUC4- l EA. CATCw BAS/N 1 AC PVMT. �i
OG l04 LF CONST. .6 AC 9E ,44, CONSULTING CIVIL ENGINEER
5/DE OFNELLMAN,4I/�E�vUE MONGA STD. 5/8 ` � DRAWN 214 SOUTH EUCLIQ-AVENUE SHEET -
CONST. /2"/1/r,N6LOCK h/ALL A/ 9,500/V CONTRQCrORs 4 EA 9500G. H P.S.V. 5t�eetL�ghf PCC WALL DETAIL
TYPICAL SECTION S/1.4LL COORD/NATECQNSTRUC- CQrVST. C4TCNgaS/N / Pf2GTY0F �NCl�O CUCQ NGA ONTARIO, CALIF 91761 l OF4 _
VICINITY MAP HELLMAN AVE. T/°N Ar STD• �2 FOR STORM DRAIN QUANTITIES, SEE SHEET 4 OE4 dor fralniiMws only c E �,� � oR�vG. No.
/9f fo /988 7S • _l! s g go
NO SCdLE
X08. 98 R.C. .9399 D A TE 722
_- � vcBENCHMARK NO. -8 CITY OF R.0
0/. - 7/.34 CONCRETE NAIL Ar N 2rNWFST C0,2NER E/GHTH
3wrr AND NELLM N AVE4115
t
ELEVAVON : 1096-164
O$O a 1060
v, cU2B RTN. CURB RrIv /00YC
L,42 Z6 - -
� P1 : 74.6 7 V
ti h I• n0�N
P,eOP TDP Ct/RPB
jOPOFFUTURE � .ti � � .� �?• - ._.. .� ---- ------ -0.60°Jo _-`_-
NORTN CURB
16
—O.6 0% eEXf5 T/NG 6ROUND @ NO2TN P/W
1070 ti 1070
� r
3zt g`ra' m -
/00' !/C.
P./.- 74.50
1,080 W 1080
50 i1
PI. , 7117
po �0 v
N� 6 co N
h ' Qnj �►�
m o
-O�oO%
vw
FUTURE � -- __ ---._.-_-_------------ - ----- - --- - -----`,` -..__--- -------- -- --.
�-------- --- 238 % •
EX 15T/NG GROCND @
X60% SLOPE @2•'/ MAX N
1070 rO.JOIN Ex/sr/NG GROUND o 1070
4
30"'RCP m N
-'l'50
PROF I LE SCALE
HORIZ.: 1 "=40'
VERT � I "= 4'
12 11 10 9 $ 7 6 5 4 3 2 i O
a PAT EERSON 3 OIJRr HELLMAN AVENUE
Q(j CURB RETURN 04 TA CURB RETURN OA TA Q SEE 5 NEE T /
O Q = Sid°/9'3/" = 89° 40'29" U
k��a 2 = 27.00' � u � = 191.00'
�� 10
42.56 U `� L = 42.26' o { II 2
\ -----1---� f 1� r 27./5 p r 26.85' V) I I II
70. �� o ,' -c. Q ^dry ` NQ d
� p �' •� 1 � � I � Ilia
o9A .� FUTUNE�G/TREET 2 N ;1 C? �-� a ��� OCR2 /3+7/15 �.J
ti �S eV, T 5 t � 3 o BC2 Of49.Z 7 - /0 EC2 0„48 73 80, O
ro 7 /i7sta// ,Barricade �S'1RVEY /NIPROV6- u O
I 1 Per Std. 404 W■26 ' ryEivT \ t t Z� 3 Y; I II O
s G y ?• �� 3 O II
160.79
0 I l
O i llo
e:1 slope
Per 5 td. 405 � � - �. '' , • 12' 7oN
CeOWiY Z/NE -
24�
SeB Defoi! A ' -
CC/V5 r 6”AC BERM N " 5,1-
ti � ti ti N Ex/5ri�vG. y Re✓w � S�� �,���tii
AOTURQE CURB RETURN
i i DATA FUru,ec 5'LY 2/W on�f 33.50, L.F. 24"
DETA IL A
SCALE : /„= /o' 69°44'24' ' SE'VENTHSTREET c-a�c. wo/� u� .
ap Q �
Fit with Q/hornbrd Fndry. T z �,' VCP5EWE2
4-/530 Frame COYER4 QZ
Z a
4/a~ 1� 1
27' i 27'
ti •b : CONSTRUCT/ON NOTES
See Std. Do/q. t5U2 for i0'
�._: �Jdditior�a/ /nforrnafiors O Co�sf 4. C. no vcmenf o” C.,4. B ro-- CITY OF RANCHO C U CAIVIONC�A
Const. 8 Curb IW 24 Gutter ter Std. Owg 003
(180fo6 73), PLAN 81 PROFILE OF STREET IMPROVEMENTS
s' ,••` 4 Ca• f P. C.C. Cross Gut/er S�r�c�'re/ ri�°�"� X29' 2!' 0./7' 029'
0
• a LE�E� -- _ LINE �¢"11' SEVENTH STREE`1'
�.--
- HELLMAN AVE. TO 700' W'LY
82' /O /rsta!/ ,5free t Nome 15/9/? Per SFV. OWY x`40 / -J--'' �•• '"- — — - - - TAT• 11434
`."•. i P� ��,. 30"/1 C. n Q4 FUTURE /MPS
���,•���%, << s �.so9• /5 Ccx�st. COIC17 64Z--,//7 No. I F'�r Stc� Owg. Q2g� �y,�l
CONST.' A.C. OVER APPROVED BY
•;a o ' 502; vv- /U' �-
1 CON5T• 6"C8.�24"Wrr6e DATE
8' �o COn9/` LUCO/ OePress�on Per 05' (0f75 ro 3100) PE2 Sr,0,12 �i. N0.303 Y DESIGN CITY GI ER DATE
O Std Olru X508 Ccys� "C " I ON5r. 4,CBER2AIPER- 06T4 IL 8 GEORGE H. MIM MACK
CATCH BASIN DETAIL DETAiLIV TYPICAL SECTION DRAWN CONSULTING CIVIL ENGINEER SHEET
A.C. BERM SEVENTH STREET 214 SOUTH EUCLID AVENUE 2OF4
NO SCALE NO6CALE STA. 0+66.511ttoL6+73.32 c _ ONTARIO ,. CALIF. 91761
g $ DRWGi
R.C.E. 9399 DATE 722
l BENCH MARK NOS 6-B CITY OF R.C.
CONC,eETE NQ/L AT NORTNWESr CO,elvEe EIGHTH sT,eEE7
AAIo yELLM4N AVENUE.
ELEVATION: /096.//04
{
&109' l0/09'
a
ON
27.49'
d
ONZtE
V Q
N Q1
54 VC O/ = 74.52 Q0o N � N
Pl. =73.62 S.
1080 — 1080 We3t
�� - o �. _.—� -`
.� '
Q --
_ —
i00°/a
o _ _
0600/0
0.810% 4B_50 UC
h
0.8611/6 TOP OF lr/E5 T CU,28 p N P.1.=� , 6 d
W c in 50'VC ti
1070 oi�
N
1080 Pl= 3.45 roN �� n 1080
—
cp
00,
016 , TAN
� t` W
D9'G2QDE /O9'(!C Q
(114/3)ON CU,28 P./.=77./x,
1.29° P/N/SHED 511,eFACE
NN
27.49 op V ., k a
co 150'
1070 P.> 7 . o a a N a h a
1080 u v�� �� N N � 1080 5osf
W
/00 °70
TOP Off' 6A5r CURB
�O.IoO%
PROFILE SCALE
p�0% TOP OA' EA37 UlRa
HORIZ 1'!-40'
VERT I"= 4'
1070,
a� k �
Q I 2 3 4 6
CUR VE OA TA
Q
4= /5 '00'00" A - 0/0°0o Oo"
R• /05.00' H. .50. cc ,
G t 2 7.49' L- /8.3. 06
T'• /3.B2' T
� U
L V V
33' 5C4 Z NMI 40'
N Q �
271 `� 7 d
5 6 � �N 8
38.40QQ '
ECR 4196.42 78 -
� �+ ,� 3 5 50, hts '
� F 13491 ' /24.9 F � ,
6.97
W 2 a ,.y 2 I N Z ALV• 3 �s ¢
51,0900 C3, STA. M.O.C.
t�V-y
/25.0(9' ///.00'
t ti a� 24.Z5 54 '
BC2 Qt02.42 3 8>. �� , -� , 27 27 3
W � 1 � 3
5' 22` 22' '
149
•3
10
a
PATTERSON COURT ",14"PER /' ami .I7' o29' -,'14- PER CITY OF RANCHO CUCAMONGA
t*w
L 'LINE
/
/ LEI/ _
o PLAN 8 PROFILE OF STREET IMPROVEMENTS
PATTERSON COURT
—�—COn/S T. C d G PER C/T V OF
RANCHO CUCAMONCiA STD. N0 TR 11434
302 W/TH 6"CF e /8"6 re
APPROVED BY '
C T Y ENG I EER DATE
TYPICAL SECTION DESIG�NM GEORGE H. MIM MACK DATE
CONSULTING CIVIL ENGINEER
PAT°TERSON COURT W 214 SOUTH EUCLID AVENUE SREF?
ONTARIO, CALIF. 91761 3 OF4
C V-� 8�8�� ORWG. N0.
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� �� � R.C.9. 9399 0 A T E 722