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CONSTRUCTION - NOTES
S 3'
j-4"STHUCT CURB AND GUTTER PER STD. NU. 303' TS- C.F..74 LTR.I
v ONSTRUCT CURB AND GUTTER PER 'STD• NO. 303 (.(6'C•F• .24"GTR•)
42 i ONSTRUCT CURB AND GUTTER PEP STD. NO. 303 •(12-C•F• .24-GTR•)
. z0usT91Zr- FI Alezims mzlE PEe 5Zb. lio•0.I OZ.
CONSTRUCT CURB ONLY PER STD. NO. 301
s ♦� 6. CONSTRUCT SIDEWALK PER STD. NO. 310
{�J - - "" 7. ONSTRUCT SIDEWALK RAMP PER STD. NO. 310
CONSTRUCT SPANDREL AND GUTTER PER STD. NO. 308
�._G• DUTEV � It .3 ` I *-X. -CONSTRUCT WING TYPE DRIVE APPROACH PER STD. NO. 305
{ �-�--CONSTRUCT CONTIG. SIDEWALK TYPE OR. APPROACH PER STD. NO 305
( .}- CONSTRUCT A.C. PAVEMENT AND AGG. BASE PER TYPICAL SECTION
`. INSTALL STREET LIGHT (TYPE 5800-L)
(FIN)--INSTALL STREET LIGHT (TYPE 9500-L)
6�--CONSTkUCT BARRICADE PER STO• NO. 404
- -
- �T ` t t 4 ' INSTALL STREET NAME SIGN PER STD. NO'S. 401 AND 402
scaLE = l " = Z' i 16• CONSTRUCT CASE C LOCAL DEPRESSION PER STD. NO. 518
MODIFIED TO FIT CURB LINE CURVES
17• ONSTRUCT UNDER SIDEWALK DRAIN PER STD. NO. 507 WITH
MODIFIED INLET PER SECTION A-A ON SHEET IS.
tea. 18• CONSTRUCT CATCH BASIN NO. 1 PER STD. NO. S02
1 '04 19• INSTALL 240. 12500 R.C.P.
'
0. INSTALL 300. 12500 R.C.P.
21 . CONSTRUCT JUNCTIOU STRUCTURE PER STO• NO. 508
* �' 4" •� c��T �� 22. CONSTRUCT CATCH BASIN NO. 3 PER STD. NO. 504
?a1s A 4V P1 •ij1 23. ONSTRUCT CASE C LOCAL DEPRESSION PER STD. NO. SIB
Fd1Z FUTLIQE E ►J
XTE510AJ ' N - p V(�►v^ / 4. INSTALL 18'. 1250D R.C.P.
17 N �� 25 CONSTRUCT RIP RAP ENERGY DISSIPATOR PER DETAIL ON SHEET 12.
�v• _ — _— ASL/ INSTALL 36 0. 13500 R.C.P.
IWItATE5 MMIS 11"ICH T70 LIDT APPL`t Tb -rials SHEAT.
e4f_TIdIJ H- H SEE G¢AD1UC-s Tar S l•ZI�I•
PLA.Al IoIZ ex LIT 0r- I FL. SLOPE �•8ZX
GDu'e71' 1 GT I O Ill 570Lj T W_12Ly r 10-Coo T•4. -
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TRACT NO. 10827 - 1 I
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Lf1'ST. QEIIjr67L11116 STfPL,Atl6Lt, S' Mifil.
AU0 AIJLN011 PE2 ,57W. do.507DETtJJ
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MODIMED IWLE.T FOR UuDE2
SIDEWALK DCZAI t`l
1,IOT TD
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MAMZAITA PNElkdl
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TRACT NO. 10827 - 1
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DETAIL C REVISED SIDEWALK LOCATIJN DETAIL D b -B7 s�••►� cM
AzEV/5E S/OEWALk W/DTH DET /LS A ANO D
TCA
�/G7 • DELEE TC BA.S/A/ Ole"/«'P AT N.E. CORNER Of
' ( �` 7•�,3Z 1� RIVERWOOD P/NANZAN/TA REV/si0 CURT RET. GRAVE 4-N-97
/ ADD 3 G'4Ti'H�9d5/N e/Z"R.L:P
40 DESCRIPTION OF REVISION DATE APPR.
CITY OF RANCHO CUCAMONGA
DRAINAGE DETAILS
/
TRACT NO 10827-1
'= DETAIL Ir
I � � ',• APPROVED BY DATE l �f
CITY ENGINEER R.C.E. N0. 23889
DESIGN RECOMMENDED
ASS CIATED ENGINEERS
y P ' R ' e.c.6F1z.Mt. 316 EAST E STREET 'D�se► It S
v DRAWN P.O. 80X 9419 SHEET
J.Z.
ONTARIO.(714) 986-5898761 13 JL—
TV
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EED R.C.E. 7344 DRWG. NO
r = s tTY
21
DATES —FILE NO.-te-1a�'�1 9
BENCH MARK
ASSOCIATED ENGINEERS BENCH MARK, NAIL AND BRASS TAG IN TOP
OF SOUTH CURB, WILSON AVENUE, 695.00 FEET EAST OF CENTERLINE
OF ARCHIBALD AVENUE.
i
ELEVATION: 1755.82
�UTU�� !?�'YELOf�illlEit/?' nfxA r Alla. /08 27 - 2 FUTU,eE P,6KeLOP.3-AetlT
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/,cisr4cc Z6'4a47_-'_ - 1 y� INSTALL R/WFENCE PE.P ,t/5Ti
4LL
�P/av LENGE �• I
'1 i PE2 ST4- S.P. 222 l CAL77PAN5 3TD. F/� L-, _� P.eOP4�EO cz9" AMI-//TY �R G AS'fib F/O T ACREe
T.P.AiG ¢z"R C.P. (SEE TR, A10.
--�-hV - ,� P. 222.
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nD - ---- �G FUTURE HFr1 DWALL I E�LwT6Y P/?S/1p4r lr - �'� 1/
r s.6.LO.fLv LdvT. D�sT. SrO. S//B3-B _ �•
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l F ENEP6Y 015s/o4T17P flrR S S.
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PLAN �� �0 2 s� No• /odt7 Z vs .e,cr-.e/�
/0827- 2
I�
_ _NOTES r'/. P, .�.r�vy-
1.
ALL WORK WITHIN SAN BERNARDINO COVNTT FLOOD CONTROL ' / fNlSAN,CINDVT `' ZOO
DISTRICT R/W SHALL BE PERFORMED WITH1,V Te.. ,vo. /,IZ
IN ACCORDANCE WITH THE COUNTY OF SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STANDARDS AND ',4Pf4 "i4"E/Y1BAN,C.rNE�c/T A�BA '�1'Ff'G.4li,4T/D.V W�H/N T OdZ7-Z I
SPECIFICATIONS- 1 MA .
�'DES
I.O/ /A/5TALL Cfl.4/�tlL/AAA 01W
2. SEE CUCAMONGA COUNTY WATER DISTRICT PLANS FOR TRACT NO'S. 10827-1. - FE/VCE P,E2 .c,AL7XAN5 FUTURE
STD. F 1D GU7TEit
SEWER SYSTEM, SHEETS 1 AND 2 FOR DETAILS OF SANITARY SEWER CONSTRUCTION IN 6.�.40ED SCOPE Y.4e/ES 10-
FLOOD CONTROL DISTRICT R/W.
1. M �rlTv�eE
/W/X/. 7'77 /.5� /l/lAX. t�--�Y•. RET. WA Z-1-
3.
L2. SEE CITY OF RANCHO CUCAMONGA PLANS FOR TRACT NO'S. 10627-1 . / E_Z/ r7A)27 / oll �1/rLLA 2"EA41AII ME/VT 1 ' ( G.4Nos�,gPEO SLOOP
DRAINAGE PLANS. SHEETS It AND IJ FOR DETAILS OF DRAINAGE IMPROVEMENTS IN FLOOD CONTROL / / �, / GO.�/c. CUTTEL EXT�eUOEo coc.C•
DISTRICT R/W ALONG EASTERLY BOUNDARY OF TRACT N0. 10827-2. 7411
\ , PEe GIT .3T05. ��/G FE,UCE
4. DRAINAGE IMPROVEMENTS ALONG THE WEST LINE OF TRACT NO. 10827-2 SHALL BE DESIGNED AND /.07. 7YPlCAL SEGT/O/(/- PE,P/t/I,9it/E�t/T T�P,4&
CONSTRUCTED AT A FUTURE DATE UNDER A SEPARATE PERMIT. `- litY7'�IA72• Bog/N 6.fG4v�T
S. FILL ALONG THE SOUTH BOVNDART OF TRACT NO. 10827-2 SHALL BE PLACED AS NECESSARY TO
INSTALL THE PERMANENT EQUESTRIAN TRAIL. LANDSCAPED SLOPE AND REMAINING FILL SHALL BE
PLACED AS PART OF TRACT NO. 10827-2 GRADING OPERATION UNDER SEPARATE PERMIT•
6. EXISTING FENCE ALONG THE S. BOUNDARY OF TRACT NO. 10827-2 SHALL BE REMOVED. MATERIALS ` _ UG771f- 4TF ff4AW
MAY BE SALVAGED AND REUSED FOR NEW FENCE CONSTRUCTION IF 1N A CONDITION SATISFACTORY Y'4,e 20 /x/ V,�4Z/F5
�✓r-l.[/ T�l!.UD./DlTL7-
TO THE FLOOD CONTROL DISTRICT. REMOVE EXISTING FENCE AT CONNECTIONS TO 14AVEN AVENUE $EGT�D/V G- G /N07444 ��''N,Q/,vG/,vr RIW
AND HERMOSA AVENUE AS DIRECTED BY THE FLOOD CONTROL DISTRICT. AV PL'•f A Hcmtz0U"TA.L_ FE/uGE PEEP CAGTiFAN-S
O"M&E STRIPE AT MID PF - k4EL&14T AL01116 THE EKITItZE LEM&TH 6F THE KSE.W FENILE. �, 1 SuAGES hV,,e/Z./4=/GY/' l'Ee7"/"'� t1J' EUST. SveF,�E �y�c�T .SIO. F 10 EX/5T.
7. ESTIMATE OF EARTHWORKt Pia rV7- CITY OF RANCHO CUCAMONGA OF rc'u0. /0827-
AREA 8 C-31 -160 C.Y. F-0 C.Y. jkw-x. G G-ziPoo C.Y. P = O G_7'.
AREA A C-49.050 C.Y. F•12.660 C.Y. APP VE
EXCESS MATERIAL SHALL BE REMOVED AND TRANSPORTED FOR USE IN THE GRADING OPERATION OF / p -•- i `
TRACT NO. 10827-1 . APPROXIMATELY 600' TO THE NORTH] AI1D ADJe.(J<.1.IT TO THE. B'ASIA1 DATE /,- �� �I S 6'dA0E0 xOPE E.i�.jTO� 1 Il
PT `!'t0P _2TV4tT%411�1 TLALT Llo. t0BZ-7-Z 4S 17LtZEGTF_V by THE EA161LIEEV . TiPA/O /0827-2.
Y E I N E R.G.E. NQ P-36813
P�POf//OE S�YJDOTff Urt//�D.C/�/1
EXIST//VG DR aMADED J4l1fPACEI O% SHET 14A OF 14• SHEETS
- ,•/•CE4 �1~E.yl1'�4.VC'/filEC/T "'"'-� � EDRAWING W2 9 Z I !/ F.4 1-- .
- -, TYPICfl L .rJECT/Dic•/- ;rel",on r4 'Y TiPAJL
-ASSOCIATED ENGINEERS �SVLn�G TIL ENGINEFRs
A E& "Lr"ExeAV6.TI0 LI .'l.�EA,4 E.l'G4ti,4T/O�t/ rIlIN � A&.
wJTf//iv r,P- �tlo. /D9Z7-2 REVISIONS COUNTY OF SAN BERNARDINO
�'�►YN
A P.O. BOX 9419 ► ONTARIO. CA 91761 • 17141 U6-5919Sai• MARDEPARTMENT OF
K DATE DESCRIPTION hy - TRANSPORTATION /FLOOD CONTROL
00
�-I3_ j G'/ZsG V/SeD L7R AIAIAGE ENT
eY
• _ //V TO f3�13/N
A,QE.4 '$�RCCA 1.47-/Dit/
y ALTA LOMA SYSTEM
7 ¢ ALTA LO M A BASIN N 0. 2
' \ ,N SPECIAL NbTE FROM PRIVATE ENGINEER TO CONTRACTOR
SECT/DN O -� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY PLAN FOR: COMMUNITY EQUESTRIAN TRAIL
FOR J08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. SUBMITTED BY � CHIEF AND EXCAVATION AND GRADING BY DEVELOPERS •
/. , �nwr'rnr INCLUDING SAFETY OF ALL PERSONS AND PROPERTY9 THAT THIS REQUIREMENT SHALL
' -17E✓EGDoi1�1L`,vT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURSr AND THAT RECOMMENDED BY : 4 CN ENC NE R OF TRACT NO'S. 10827-1 AND 10827- 2.
THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGIN-
SEGT/O/C/ B-S EER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION ASST. Row Co 1SSION Vt 'ooD CORML L ENC1 CFR DATE
WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY APPR'V•ED BY DATE SCALE FILE NO • DRWG - NO • SteeT
F,�ALES ,yoei2./"3/�; VE2T. /+=2D' ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. MARCH, 1985 NOTED 92- 1 15
COUNTY RJAD CO„filSS10qER/«DOD CONTROL -NGiN.E DATE