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Nct apart of public improvements ESTIPWA f
r) 'JLTf1 2f 4L SEE GENERAL NOTE 12)
1 . SITE PREPARATION AND CLEARING LUMP SUM,L.S.
2 . EXCAVATION AND GRADING LUMPSUM L . S.
0 . 25' THICKNESS ASPHALTIC CONCRETE 8,_657_ S. F. _SAPP E STI ENOT3534272614. 0.20' THICKNESS ASPHALTIC CONCRETE 1 12, ;337 SS. FF.43 42
A 5 . ASPHALTIC CONCRETE DIKE 8" HEHEIGHT, STD. 1 1/27 L .F.44 PART 6. P.C.C. CURB 8 GUTTER, _8" C .F. STD ! 15 5, 622 ______. I
41
U-1 33 28 25
2
7. P.C .C. CURB 8 GUTTER 6" C.F. STD, 116 935 L .F:
8 . P.C.C. CURB ONLY VARIABLE C.F. 6" TO 8" 2.52 L .F. INCLUDES RETURNS
l K_INC'LUDE; TRANSITIONS $_$ __ -,3 ,z 5 LUDFsDRTV yg`45
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wl 33. 2A- " D A_ R.c. P. 1 73 L.F. WHERE SIDEWALKADJACENT534, Sr Er7 EES CURB40Q
10. P.C. C. DRIVEWAY APRONS, STD: 128 5, 064S.F.29 w ~ 24 3
46 RS7, G LTIER & SPANpJ3E L, S TD_.1 Ls._ .. _1 ,-97-7
38 Q l 2. P.C .C. CURB P R TD. -L2Z.
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c` 37 wl s '
PRFSS
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39 31 3 0 2 3 4
IQ_PER DET gL ,_$yL x_.Z _---_
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G 47 J r _L4_1. G s P (Q.QZ9'r ) 2-C,5 LF.___ SEE DRAINAGE--._PIA_tti..._.-
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DOWNDRAININEAuI
SEE .GRADING PLAN
ALTA LOMA _DRIVE qTD 208 EA r--DRA-INA_GE-PLAN..__._._
48 SHEET W 1 __..__ YARD N _ EA. SEE GRADING PLAN ---- _
PARKWAY-BA1N ._STH1UUffE" EA,.S_:F. _pR9. IV E--ELAN_.._..___
13- F. SEE GRADI_ NG PLA(V ___-____
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RETURN
WALLIP
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H=32"• STD. 301 8.3_02 3 37 L .F.16 17 18 19 20 21 22 549T-A1A_ MG-_WALL -SEE RA1£N PLA _ ___-RE AINL WA ' _JL 2_3._5 _ L .F. SEE_GRADING-ELAN
I
24. ADJUST MANHOLES TO GRADE. l4I EA .
14 OIIT S- Tn CRQD _.--2 ---50 26 5IRFE__T—NAME_5IGNS_.___S-LD-M 8 39_A 8
SIBEET STOP 2...._._ ___EAr___. _.13 12 11 10 9 8 7 6f 28 . W-60R CLEARANCE MARKERS STD. 304 A ___ -------- - ----------_-- -----Scale: -;; ! I°- 100'0.20' THICKNESS ASPHALTIC-CQN.CRETE_-____.-.-___.__-_______3, 10 S.F. SEE GRADING PLAN_____.___--._-,__e 30. - 0 . 10' THICKNESS CONCRETE I18 S rev--1?P441--R€ TREE-T-------._-.__
H I G HL AND AVE N UE — w L• P.C .C . CURB 8 GUTTER, VARIABLE C_.F__6" TC B" _ _ 63 L .F.
SEE SHEET 3 32 DWAL:L "U" TYPE L=4' W=2,5' PER STD. 209A i.- _ EA.
f METROPOLITA WAT R DISTRICT R WZ, GENERAL NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AMD THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE, FOR ADHERANCE TO THESE STANDARD SPEC IF'.CATiONS.
Yf
54
r 58 59 66 67
v
2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
r-3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAI41LIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLEtel_
Ld wI XIS%1NG $UKi T Y ,°10,IUA1/17A"T/o!S FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM ITIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES AREI-jSHOWN ON THESE PLANS,
LijI-1ERE Y' CErr1FY TNAr 1 HAVE TVE,11F1T: /l_v Su., y M ,1_ll:._, T,•un:. ) lu,TGam` w
57 60 65 6S 0 13E OISTUkOEr 8Y TMS I>ROJECT fLL SA10 /vtOflU:fE,lr'S G'INICU Cl-;P,A'G1`.TL}' l ).'! ^1 ;;Ih 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
w Flc-LD`ARE SPC)"N ON l'N.ESE PIAP6 01.10 11PE DC_SCRIRF_P 11S /=UL.1_Oh`;' S. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
p• Cn a- 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADE SHALL BE PREFORMEDv
64 69
Sl
o AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE C014PACTION TESTS SHALL BE SUB14ITTED TO THE CONTRACTS61QI- `ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
Sa 56 17ATE-D 7-RRAI4ce A LANE, ,2,C.F_• 24339 L-"rP /21 '5//DS
7. AT THE COMPLETION OF PAYING, A 14ATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD
DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETtD TO VERIFY.
53 55 62 63 \ 70 A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
Ac',q /06? 6;411 - UT
B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
1tE=G6MX#1#=t311, Eta=#iEf R AlttlHf=RIZB#1&ERtiCTftRA.-= t;T -0tk ttA-tB =S#t3At1TIt2=BY= ATtB #Cts5'S.8. Go. 17yridAt/dfyE 5 tea.B• Go. QGiLI/.c/E0 1
ad
E 8 k41f=OF#4£==$A F=6Ef FAt{ OAD--0E#AitTMC - 0##tE1rfW #F3A#ttA 10 rt 3E=;r#1; 1#
A/7' A/7- 1
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f 9. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN
CnNSTRUC7 oN NoT S FOR sTIz ET Tr?EESINDEXMAPI THE SAN BERNARDINO COUNTY EASE14ENTS OR RIGHT-OF-WAYS.
11 ALL STREET-7REES 4R8 TO BE T'LANTED 114 ACCoROANCE V0T1 CITY S/ANDARf% FI-ANS, 10, IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
nirlu To THE CUMME/JCC-/v1ENT QF P IVTlNGr 711 f G.4oNOM1C SOILS REPORT St1 1!C.SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
sF- r-URNI814b,7 10 THE CITY INSPECTOR. ANY L111[13U1)L TOXICIT4ES OR Pd!JTT<tE117 11 . A PERMIT WILL BE REQUIRED FROM THE METROPOLITAN WATER DISTRICT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE METROPOLITAN
pEF1C1L/JCIES MY REQUIRC SACKF"1LL SOIL A) EAIOMEXTS, fly DETERMINED BY Tlha- (.1T)- WATER DISTRICT RIGHT-OF-WAY.
INSPECTOR. 12. EST114ATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWNALL, STRE&T TREES ARE SUBJECT 10 1PISPEC-TION AND ACCT_"PiANCE By" THE DETERMINATION OF CONSTRUCTION gUANTITIES BEFORE SUBMITTING A BID. ANY ITE14 OF WORK REQUIRED BY THESE PLANS WHICH IS NOTEN6jZ-E:1NG _DIV/STOAT. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
Tra fMap Trac iyao S7-REE7 TREES ARE TD 5,5 PLANTED PER PUBLIC WIPROt1EMENT PLgA'- OfiL("
iheet 4
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1 o7E: ilo MEES SPALL BE LdCATED WITT-11J11 5` r:FaM 7-,r-1F. 14WD U/ATF'k'
7-PAPISMISSION LINE, 9EQ1jI,QEMFnT
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c 24638, Ext? 12131,(109 F C„1J
TEE,(J7 H STKEE7-
CONSTRUCTION BENCH MARK BENCH MARK
i VICINITY MAP
ENDCANDOFTTHEA
IL
NORTHEAST CURB
TACKAT
THE EASTT
ATS
THE CENTERLINE OFABASELINE
RETURN OF ORANGE ST. AND AND CARNELIAN ST . C .S.F .B. 273124.
Scale I" = 500'SAPPHIRE ST.
ELEVATION: 1447 .50 SPECIALNOTE FROM PRIVATE ENGINEER TO CONTRACTOR
Contractor agrees that lie shall assume sole and complete responsiE ility fo. jog) siteELEVATION1676. 92
conditions during the course of construction of this. Project, inclUdinS safety of all persons
and property; that this requirement shall apply contintiously and not be IIriri'ted to normal
working hours; and that the Contractor shall defend S andnd hold the Owner andtheEngiiieerharmlessfromanyandallliability, real or alleged, i„ connection with the
performance of stork on this Project, excepting for liabilit'l arising; from the sale negli-gence of the Owner or the Engineer.
1 atc,
RCE No. 211,04
FIELDOi ' D S I FIELD BOOK REF COUNTY OF SAN BE11N.A;DING Q-,,j``[ (_j( -I Vf a ctia.
Q! DELETED NOTE 8 1.in•7 C= y , (b. PA (j ( rem C-i I I Y11 t `eJ V 6.f`v'1L..; l PLANS
10 1 ,C1 ii " STREET Aovct0A0iV6APPRohCNS-rPe Tu6v"7AN
6° R-:, C-, u 6 U1J i_ J E G=JI j IJ' ! Li. 932 ISTREET7-REES. APW1o1OZ-- 57-57 o/ i 1 n
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711 °- 900 X610 9'ly VICINITY MAP AND BENCH MARKSDATE5+.12eT--7 Uk44T oily-lt 3 1 I C hacNad 07 ASST. ROAD) Coaar.IISS1ort-Gr:c2. aaT(Y/, Jr-// 77 nccommonded Dy VW(9•, `Q. 1
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I CONSTRUCTION NOTES
24' 24 ri
I I 24 rz'I I I OVIST. A.C. PAVEMENT PER TYPICAL SECTION.
j I II 11 I 3. CONST. 8" P.C.C. CURB 8 GUTTER PER STD. 115. p,PAit1GE 'TiQEET34. CONST. P.G.C. CROSS GUTTER 8 SPANDREL PER STD. 119. PAI'6- ,C/p•
y
0-4/ C U R V E D A T A y/G/L 1 t'O 1',uUe e TYPE PERZ•2/
2 '
DG G. ,(Jp
7. ON ST. P.C.C. SIDEWALK RAMP PER STO. 1 l 0.5' o'2'R. L T
1 CONSTRUCTION BENCH MARK
47/o/A.C.
FEaTNER
20 gp°24'05" 31 .56' 20. 14'
CONCRETE NAIL AT THE EAST END OF THEGAO
e'C. C 20' 89°35'55" 31 .28' 19.86'9. ONST. A.C. DIKE PER STD. 117.
vfic s2o NORTHEAST CURB RETURN OF ORANGE ST.
w,.. Z CONST. P.C.C. SIDEWALK TRANSITION PER DETAIL aN SNEET 3 AND SAPPHIRE ST.
3 4 CONST. CONC. BLOCK WALL PER STD. 301 B 302 (H=32,") .
cur ex/3T, vw"T SAPPHIRE STREET 6 CONST. P.C.C. SIDEWALK, TYPE "C", PER STD. 109. ELEVATION: 1676.92
ro ec-r 1ti c,eT/"L ez:wo,
Q
7 CONST. PARKWAY DRAIN PER DETAILS, SHEET 8.
CONST. 0.25 THICK A.C. PAVEMENT ON COMPACTED NATIVE MATERIAL. 6 of
BENCH MARK
Tk'=ICA L SE CT DA/ CONST. W-60R CLEARANCE MARKERS PER STG'. 304. COUNTY SURVEYOR'S B.M. LEAD ANO PACK
Sc•4L,E : O' 2 Z0A17..4L AT THE CENTERLINE OF BASELINE AND
If/ E.2T/C.4L CARNELIAN ST. C.S.F.B. 273/24.
ELEVATION: 144T.50
ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNQRpINO IMPROVEMENT PLANS W. 0. N0•
AD,-,'F0 PAYEk,EKT 57RU TUBAL s d Y ROAD D E DA R T M E N T 9321
316 EAST "E" STREET MOVED S/DEWALlr To AZ)-IAC6r•vrTo CURB 1.3.18
ROAD N0.
MOD/F/EO /PEL4TE0 !VOTE TYP/cI LAPPROVED
TRACT N 0
I ONTARIO, CALIF. 91764 5ECTioN awe B By BY
S A P P N I R E S T R E E T
714 - 986 - X818
457 9•t 11 FILE N0.
ffck0o By ASST ROAD COMMISSIONER-ENGR. DATE ALTA L OM A DISTRICT N
I A/V.4zz-,t, Rtcommo^kded By
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R.C. E. 21104 DATE ARK REVISIONS APPS DATE ouNTY N N R TxTr SHEET d 8
76-3/
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SCALE 140CQNSTRUUTIQNBENCHMARK9nvX. 8 7 6 5
CCNCPrTE NAIL .4T 7HE EA57 END OF h Ne
THE NORTHEAST CURB RETURN CF ORANGE Gn N
k
ST . AND SAPPHIRE ST.
k
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J
ELEVATION: 16T6. 92 tih 'n k P 1. , \
p Ip/
L h P",
G2u 0 1%
BENCH PARK ax
o 0 6;
1 0 OP
COUNTY SURVEYOR'S B.M.. LEAD AND TACK 1 0t X01
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PRIVA , LA USGAPING AND 1AV, %log SAPP1- IRI 11f .
A T THE CENTERLINE OF BASELINE AVD CARNELIAN
5
A E - SN/'C B !N 7pLCED !N CAROL a 1G STREET'
273/24. 3 IG
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1 1443PLAND GRDunID Co V1=R,
M•W,D. PIPELINE IS` N. j00 JR 51MILAk". PLANS SNAL 8E 120"
APPROVED f?S' r'LAr N1l G D F'I, pF < HI NI-AND AVr NUE. v C SEE SHEET 2i.
ELEVATION: 1447.50 Iwv ,P/,. x .- : QI,OTECT IAt' PG/JCE• m
33' 33'
1,
m 12 I ( 10 9 8 0 7 6 l/ 2' 22' // ' o
FUTURE CURB, GUTTER,AND---- (23
13 p N
SIDE WALK TO BE CONSTRUCTED U 17 d y.5 6.5 1 nQa s
ITN LQTs 43- 55.5
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ADJUST EX1sT. M•W•D. 4'1 I,P
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CQNSTRUCTIQN NQTES z. o` o 5 7 3 c• f24I3, 67.74 Q 8i oo Q 8/.00 8/.00 Sf.00 8/.00 81.00 62.22 Q k_
I'sI • onst. A.C. Pavement per Typical Section J
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3. Const. 8" P.C.C, Curb & Gutter per Std. 115.
4. Const . P C.C, Cross Gutter 8 Spandrel per Std. 119. 1
8
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5. Const. P.C.C. Sidewalk, Type "B", per Std. 109. 1 R 11
1.
7. Const. P.C.C. Sidewalk-Ramp per Std. 110. io C
J H o V, 1 rn 'Poktv v
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h. . h0' Ad" J p O A QI' 3 1' CowN 12 A I F 4 is
8. Const. Sidewalk Transition per Std. 110. 5\1 c 44 ANsrnoN I v
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12.r-Const . Sidewalk Transition per Detail on sheet 3.
er Qr detail this sheet. 0 4 f. L. u 6
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Const. Special P.C•('. Curb & Gutt p Q\Z• 2 I 1 1 4 tc' Y.
Const. Conic. Block Wall per Std. 301 & 302_. (;q;::'3'2) l2
6/./2 3G,
LiL, 89.86' OS•/4'
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V(). T D ill i SIDEWA K RAMS'
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arance Markers per Std: 304• 2-o" O^ 2'-0•'
Q . f- 2s zs II !Y W 2s
0. Const . W 608 Cle
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NT,I t 1 G C---- 20' 89°35'55" •31 .26 ' 19.86 '
h\ ro o C S a' D 60' 38°44'22" 40.56 ' 21 .Cg ' s
cv ro e o 3
Iv
a 7 I Q--- 40 25T 28 44 179.75 5`5 Ah
O 33'BE w Un o `"` 7y 7 IvlNp (p i o i "
r C N g
R-40' 235°5E '39" 164.72 ' p I
i55056 '39" 58.56 ' 3! .Bl ' see r I
35
83 /4.96 50.74
3/
1 I) S 60 64.55" 58.63' 3isT20' 86°22 '37" 30. 151 18. 77' 1
S2 3t 1 II I Q7 57 5$ m 40 .B-2'
64 5 CONSTRUCTION NOTES H/Gf L/1iUD .4 iclUe
LOCAL DEPRESSION t/161ILA111D ' V2-1-A ll
s.s.co. o aiNae#e S e .She3 1 . Const. A.C. Pavement per Typical Section. cc hccf 3> 1
DETAIL 2 cJ' a ,y,.iT 3. Const.8" P.C.C. Curb 8 Gutter per Std. 115.
6. Const. P.C.C. Sidewalk, Type "C", per Std. IC19.
7. Const. P.C.C. Sidewalk Ramp per Std. IJO.PERIDOT AVENUE
1 ,•Const. Type "A" Catch Basin, X = 5 ', V=2.5' per SOUTH)
Ate' Std. No. 206 and Local Depression per Detai:1hereon.
Nh AQUAMARINE AVENUE s
I P 2• 10 Const. 24 xl4 GR. C.S.P. (0.079 ). See Sheet e.
l2. Const. S'ienik Transition per Detail o 3tieat 3. 25, Zs'
SOUTH) 8 cIConst. Type "A" Catch Basin, X=6', V=2.6' per Std. 206' f Z06 b Ir
See typical Section , this sheet and Local Depression per Detail 2 hereon.ex s' eo.s 2.s' s.s" s s' 5'e.-S,
2-4-- OuTLET
f
4" CONSTRUCTION BENCH MARK_BENCH MARK
0MRETE NAIL AT THE E . , END CF THE NMT..-AST C(X I'VTY SURVEYC S B.M. LEAD AND TAC.{ AT TFC' CONST.o.zo' THICK A.C. PAVEMENT ON C MPACTED NATIVECURBRETURN ( QRN EST. AMD SAPPHIRE ST. CENTERLINE OF BASELINE AND CARNELIAN ST.f/C QL Tio/l/MATERIAL .C.S.F.B. 273/24•
LOCAL DEPRESSION
El_E'VATIGN: !676.92
r
10 1110101Z. 4' vE
ELEVATION: 1447.50
DETAIL i
ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. °- N0.
AODED PflYEMENT ST{' t:TUKAL uF.C'70N C. .ROAD DEPARTMENT TRACT NO. 932
316 EAST "E' STREET
Designee By AF'OVED BY
ROAD N0.
ONTARIO, CALIF 91764 Drown e l•.
AQUAMARINE AVENUE AND PERIDOT AVENUE
FILE NO.714 - 986 - 5818
ASST ROAD COMMISSIONE NGR DATE SOUTH SIDECheckedBy
7,Recommended By AIta 'Loma District NIG-
R.C. E. GATE ARK REVISIONS APPR DATE _ COUNTY f7Cfi* SHEET of
7l,-3/