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�LA VINE ST
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LIMITS OF PROJECT NO. SHEETS
Length of Project = 0. 27 mi. 12
SCALE IN MILES
0.5
No. 10
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CITi OF UPLAND-CITY INFER RCE
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> 53 ro leoloo 2% 153 ;ro /,Mo 2% A S B U I L T NO. REVISION BY DATE BASE LINE BRIDGE
> Wf�RECPON'31 T;*-i!S MOFFATT & NICHOL, ENGINEERS AT CUCAMONGA CREEK
LONG BEACH, MIR PORTUND, ORE. UPLAND AREA
BY-
By DATE �A\
I .� R.C.L No.6 3 8 8 tOUNTY ENGINEER R.C.E.NO.8495
DESIGNED BY CHECKED BY DATE SCAIE FILE NO. DWG. NO.
DRAM BY PROJECT ENGR. NCted 1.5 76.50A A 20f 12-1
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3 x 2. DWG. NO. 5 70
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CITY OF UPLAND-'CITY ENGINEER " 15033
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7 R 0 AD DEPARTMENT
C1014101701 6/0/77t SAN BERNARDINO COUNTY
4 R
3CMel`/rO COMrO/7 77 NO. REVISION BY DATE
Wl,� BASE LINE BRIDGE
AT CUCAMONGA CREEK
MOFFATT & NICHOL, ENGINEERS
25 - 2.5 5 ?3 LONG BEACH, CALIF. PORTLAND, ORE UPLAND ,AREA
155C7101V C-C CA TCH 5465W OPEWAI(F /00/ BY DATE . 1-9/- 7Z U-1 I;Jaktt,�
Ftc.F- m.6388 'COUNTY ENGINEER R.C.E.NO.8495
ATE SCALE FILE NO. DWG. NO.
DESIGNED By CHECKED BY
0�Ile 11z C7 1 ' Z
T KID 47 0�4 CA TC11-11 3A 5 N X-14A L TRA /V�5// TICA/
DRAWN BY PROJECT ENGR. TV01-'ed 15 7650AA 174) (4 of Id
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MINOR S T R U C T U R E S (3/1-5/7Z
MINOR CONIC. DETAIL misc. TYPE INLET INVERT DATA OUTLET CITY OF UPLAND- ..E. NO. 15033
DESCRIPTION LOCATION MINOR ON x V TYPE IRON & OF
STRUCTURES SHT. NO. STEEL LB. COVER STATION DISTANCE E LEV. STATION DISTANCE ELEV.
CU. YDS. RT. OR LT. RT. OR LT.
C47�C�7 6C75/�7 56L r. d# /trp, 5 0 7. 02 9. 9.5 4 7 .6-571 �4 / 70 WIC�61/t
CC�C h 1305 M 36/R r. It LL7:7 R. 9 4 0,C95 4. /9; 4 7 6. 07/ A / 70
cor7r'. Collor .32'Rr. t /��- 0. .90 4 7. 0 00
CC; tC17 6051�7 36L r, i L17p, 74.50 3 . 55 4 7 5. 661 A / 70 0 1
Lo
CC�C�7 60.51ri :66 /Rr. it /MR, 3. 64 4 4 7, 66 A / 70 00
PIPE D ATA
DETAIL STRUCT STRUCT. LINEAL FEET INLET INVERT DATA OUTLET 60
DESCRIPTION LOCATION ON EXCAV. BACKFILL PIPE SIZE 18 DISTANCE DISTANCE 80
SHT NO. CU.YDS. CU-YDS. TYPE A STATION RT. OR LT. ELEV. STATION RT OR LT. ELEV. SLOPE
,16// 4. xt lr�p. 5� 23t .3 27 /'5� 62 .9�070Z 96.r,7 49, 70 5�40.66 :56-671,�r. 42-90 . 6;1101
/6 114, P, t Rr. dt /m/y, 9 /Z /C 24 9�40.85 9.6,671Rr.- 4 2. 70 9�60-00 52-00'IF� .36. ZO . 295
Rr 961 z 0 *9�74 35
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11A. F.r, 49 t pr t- ITR. �g5 71 3 15 /9 40 11�33.49 :5517'Rr 40- 60 *9 06,00 b2.00'Rr. 90- 77 . 227
96 C 1 74 12661 4.
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MINOR CONCRETE A . C . DIKE MISC. A .C. AREAS MARKER SUMMARY DRIVEWAY SUMMARY
MISC. CONSTRUCTION LINEAL
TYPE CU. YDS. LOCATION F T. LOCATION SO. YDS . TYPE AMOUNT DESCRIPTION STATION w
51dewolks 114 4r' 'j //rip, ��oo ro 6�2_5 2ca OWT 4?7,p #� 75 16 2 �g ('4C) 4�-75,00 12
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CORRECTIONS TIHIIS SHEET CRAA11Vf1 PLAN
PIPE ALLOWABLE 8y.
12-�00 -�o /7*00 scole 111-C .5c,
TYPE ALTERNATIVES No 7"=.
A jCj9T�F C P. /.650 o4de /#cc Irc All C-levo�IoIU .V7own. ARC. Pler,,'701"C /�IlOeCCI&Ul�
SAN BERNARDINO COUNTY
r.P. )fe//7 irorceal Co�7cre�e ROAD DEPARTMENT
�ee PIR6
NO. REVISION BY DATE
BASE LINE BRIDGE
MOFFATT & NICHOL., ENGINEERS AT CUCAMONGA CREEK
LONG BEACH, MIR PORTIAND, ORE UPLAND AREA
By DATIE_ /-5/- 7Z
R.C.F_mm 6388 COUNTY 'ER R.C.E.NO.8495
411 1
DESIGNED BY CHECKED BY IDAT� SCALE FILE NO. DWG. NO.70
7 v A/O,,7C 1.576,50,4A 54 1Z
DRAWN BY PROJECT ENGR.
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L H-c-L Ffm 6388 COUNTY ENGINEER R.C.E.NO.8495
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NO. F- REVISION _T BY i DATE
A S B U 1 1. T BASE LINE BRIDGE
COPRECTIONS THIS SHEET MOFFATT & NICHOL, ENGINEERS AT CUCAMONGA CREEK
1'�1017� 1'rCCe 011'o LONG BEACH, CALIF. PORTLAND, ORF_ UPLAND AREA
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R.c.r_mcL 6 3 8 8 COUNTY _�NGINEER R.C.E.NO.8495
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BASE LINE BRIDGE
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El. 1436.1
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TWS SHEET
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LEGEND OF EARTH MATERIALS LEGEND OF BORING OPERATION S MOOPC &TAKA (qykeers
UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION Plan of any boring ROTARY BORING- PENETRATION TEST
Pt OH I CH I MH CLIML SC ism jspjsw � GP I GW FOR SOILS Location B-No. Location
Sands with fines Clean sands Grovels with fines Cleangrovels Gravel Peat or Rotary boring APPROVED JOB No. 171 - 691
H ighly Si Its and cla" Silts and eloyl >12%fines <5%flnev >12%fifies <5%flnes la r_:9 organic matter Top hole elem B-No. H_-r-
organic Liquid limit greater"wrt 50 Liquid limit less then 50 According to the Standard PenetrationTest 2.5r Top hole elev. REGISTERED CIVIL ENGINEER No. 8369
soils Sands-more than 50%of coarse Grovels-more than 50%of coarse 4� Darriond core boring Mal stu re M dry wt) casing —Sample number
- 1 fraction Is smaller than N24 sieve.,fraction is larger than N94 sieve. Sand Fill material N2 of blows Granular Cohesive Set Pushed P
Fine grained soils Coarse grained soils L'A" Auger boring Dry density (lbs./cu.ft.) SiZO Of sample (inches) to MOFFA TIT 49 NICHOL ENGINEERS
(more than 50%is smal ter than NO 200 s leQ (More than 50%is larger than Ng 200 sit") 0-5 Very loose Very soft Unconfined compressive hie represe tion d
I j I Silt Shale Blows per foot Blows per foott- or 4
LABORATORY CLASSIFICATION CRITERIA L23 IM Sample boring strength (tons/sq.ft.) 4- (Using a 140 lb.hammer 19 12 of driving ral e.
- so"
hL
6-10 Loose Soft (Using 140 lb. 20 Vjof dri"ving ral
XW Wand! SN-C.- =111ILgreater than 4 for ow a 6 forSW; betwee" 1&3. Designates other 30113 tests I . a
DID cc DID x D60 Clay Sandstone Jet boring VIII vfith a 30 drop) hammer with 0 30 BASE LINE BRIDGE
�CH / [a a 11 -20 Semicompact Stiff C- Consolidation C 2.4 1*0 5 4 -"-:
GIW and SP-Clem gravel or vamd not metting requf rementi for OW and SW. 30"drop) 41 44 L?
GM and SM-Atterbarg Ilm Its below"Ar line or P 1. less than 4. Sandy clay or E"F-0 Limes" S- Direct shear aw.S. Conformable inaleHol chone 12 5
t X 0 clayey sand EW 21-35 Compact Very stiff Test pit ACROSS CUCAMONGA CREEK
OC and S;C-Atterbarg limits above"A'line wftft P 1.greatv than 7. E -Expansion E 71e�-a t—ionT Approximate material change 6
(*i and MH I 'Coorsi Fine P" Sandy silt or Metamorphic 36-70 Dense Hard T-Triaxial compression Date 10
2C Fines (III It or clay) Fine Medium Coarse obbl" Boulders 21/4 wcone penetrometer Unconformable material change 21
so nd sand I sand I gravel I gravel 1C 1 31
IL I i W silty sand rock LOG OF TEST BORINGS
10 Sieve sizes 2 It '0 10, 12 0771 blow >70 Very dense Very hard
1 1 Silty clay or @ 2 1/p Gone penetromete r bi
L-M. ML r/�d Igneous rock Date P.0 4b BY A.L.S.
0 el L OLI I . I E�/j cloy
30 BD 6D 70 IND '90 Classification of earth materials shown on this sheet Is based an field inspection and ey silt D te of scale Dft 7 2 Drawing 70 /Z 'of 12-
40 boring Blows per foot Check by
LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated.