HomeMy WebLinkAboutRc St Improve Plans 525/4 Thru 526/4 525/4 526/1 526/2 526/3 526/4'16 � r4
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REDUCED PLANS
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WEST CURB CURVE DATA 11 -_ SEE GRADIA16 PLAN
SCALE 1 40' FOR.3' WAI L OErAIL
318 Dot
i 09" wnsr R1w amE
CURB RETURN DATA L 2
R 20.001 T lc;.
�b jI 1..-r—
A 81* 481 53"
L 28 561 U 9
55cr1oA1 13_4E�
T 17:33, lk*
CURB RETURN DATA WEST CURB CURVE DATA It t
R
20.001 282.00t
A = 90* 00, 00" W 241 09"
L = 31.421 O.W. L 6cl).04:
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SEE 4967-A16 01V N07-E: Reverse ale-iail
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CURVE DATA �11',CZOCe WA41-
R 300.00, CURVE DAI
24, 09. -JO�T7AIZ 01V&,e4D1AA5
R 300-001
L A = 12:92,11, (719"
J�, �-T-17 .1.0 T G2.601 L 6 4 4 1101-41V 0 -
A T 32.601
7-e, 8DRY VA CA31' CUF.8 CUPVE DATA
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&EA57 AVIv EAST CURB CURVE DATA
12* 24, 09" R =_iT-8_.00l
L 61.041 4 = 12* 24, 09"
T 30.691 L = 68,841
T = 34-551
Y 7,CA C 7'
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4 7.5' a 7. S' 0:5 ! ,
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P—=Al FrD. A10. /05 10�9 0 OVeg 0.93'C4ASSIT AGS. BAS—
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caysr'-6.c. cumoic, ---A, sno. vo. //5
4"Se _5M Ad'O. 115
TYPICAL SECTION -TEAK WAY FIELD, BOOK REF
SCALES- HORiZ. I"= 10', VERT. I"= 4' .5 JCIATED ENGINEERS
516 EAST "E" STREET
ONTARIO, CALI F, 91764
P-4-986-5818
A.-
D&-7'AIL "C"
�,VO 6CAI- 6'
COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. O� NO.
ROAD DEPARTMENT TRACT NO. 8829 ROAD NO,
Designod By APPROVIE-USY
Drownay TEAK WAY - FILE NO.
A�SST _R6AD C6�iMISSiCftISR-ENGR. DATE S 2-ir
Che6od By
Rocommooded By 4
OUNTY ENGITEER CUCAMONGA DISTRICT I— '_'�
30 X
REDUCED PLANS
0 1 2- 3
I It I Ill! I I 1-1j.1 I I
r3 INCHES ON ORIGINAL PLAN�
GENERAL NOTES
1. All work shall be done in accurJance with these plans and the 1966 Standari Spocificat�jons of
rdino.
he County of San Berna
'N: Ch;� - on'5 he.28'NaIt A
2, BENCH MARX DAT, crouy, E. Corner Elevation. 15T1,04-
Subtract 0.321 from aboqe Bench Mark I-o coi elate with Bench Plark No. P-33,�
corner 19tP St. &
Ln BENCH MARK NO. 8-33: Drive pin & Co, Surv. Tag in,top curb at S.W.
6) Ci Carnelian, 481 West of centerl�.ne Carnelian St., 21. South of 19t]- St., 2, East of West end
I -Ir ro Elevation; 1566.536
B.C.R. 303 and 303-A shall be constructed at each
�A Ln 3. Street markers per San Bernardino County Std. No.
intersection.
r 4. All pipe lines or substruotares of any kind shown or not shown on these Jans ,,,ithin the limits
r 1-i in adjacent areas where improvement work is to be done shall be removed,
t of t�is* subdivisioa or Road Department.
CIS or relocated as requiree. at no expense to the San Bernardino County
5. Compaction tests of embankment construction, i1l,compacting original ground, and
9 416 61 trench backf ard Specifi-
LA 41 t to San Bernardino County. 1-.junty Standz
00 .4 r Ln all sub -grades shall be performed at no cos ead, 1117 he relative compacti)n of the layer 0. 5
84, 15 cQrIo I cations Section 19-d shall be super-seded to r
jet, )f the 95 percent
0 ane shall be 90 oer,,ent. in 1 .
D,!, feet to 1.5 feet below the grading pl -idard Specifications
00 feet below finished grade ir State Sta
V L" C41 CJ — —Toes� Cur6 "0 ab 1�0 compaction required to a minimum of 2.5 on tests shall be "ubm
UN 0. section 19-5,03'. A written -report with these compacti � j-�ted to the
r- r- an Cu r artment for ao rcval, prior to'placement
9 _J Qontracts Administration Division of theCounty Road Dep
4, o'; base mate=iAls and/or surfaci�;.
1i q4, q4 4 6 U) 0 repair, paving replacement in connection
�(% 6. T-he responsibility of adjusting mahole covers, paving
responsibility of the owner, and shall
with subdivision sewer line installations will be the
LU Irzu, be accomplished in compliance with Ordinance No. 815.
nstruction will be re-
7. When curb depressions are provided for driveways, complece driveway co
ed in accordance with County Road Department Standard Diawing No. 128 and related
quir
0 i4
0 LO t., W Ln C1 specifications.
J : _0 I __J�,rAj"J! . - I .
06 4- + 40�6��
Cq to 0 PIN
6" PCh 61 =: . - - - - -_ . 4
CID,
Ot F'S.
-.0 1 ip 61
4. 61 It -iment
CJ ---- ---
4-SO 1 0: 10. A perm'.t will oe required from the San Bernardino County Road Depgrtirent prior to any encroac
Z/ or rights -of -way.
or construction within the Road Department's easements
_Ln eer to enable the zontractor to construct the work to the
G 11. Adequate stakes shall be set by the engin
411 plan grades. contractor or
-grade stakeSr driven to the ravement sub -grade elevations, shall be set by the
Ui 12. Sub d crown points within 0.01
11 be set at all hinge, edge of pavement an
0 engineer. The stakes sha foot intervals— Additional stakes mav be
6) Ci foot of sub -grade elevation and at not more than 50
"t 10 curve areas. Sub -grade stakes shall be in place prior to paving to
MIS-: K, Ln needed at warped or vertical
�Lu inspection perscnnel�
0 CJ permit spot checking of sub-graCR by
di :t prior i�o paving.
I00, \/1'C1 5 CJ m5 ancI IaVera:i5 -�hall be cans�ruc�eA to each individual lot,
Q - A 2 14, All water, seHer c3as ma
.19 4- _IS 15. "At the completion of paving, a mater-'als report shall be submitted to the Contracts Enginee�:
ED or determinations completed to verifY:
40 J r- I K of San Bernardino County Road Depaitm;nt listing all tests
LIP 0 ;: M ,s-% - ,, — Iii i I
!R' 0 40 _"
in . Ci SO W
-t- +to . . and sand equivalent of aggregate bases.
o 9 LA (D 0 (a) R-Value, siev- -.alysis
0? 0 6 tn t; r�
0 0
Q - - - ()VI cUr
b4 — (b) Stability, oil content and sieve of asphalt surfacing.
00 cu-,b analysi s
tJ
S0 VC
LU SID "M I rD, "When Asphalt Concrete is placed on native soil which consists of
a rockymateri4l the subgrade shall be prepared by removing all rocks
whf,:.h protrude above the subgrade and All voids or depressions shall
in, be'--illed with a fine graded material of a quality better than the
Y4 14 "1 U -
�; Z:;� na ive material."
IGIS cli
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PLAN SCA�S
CUIL\IE T)ATA
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A. CumE DATA,
6 % -15SO 44'24"
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0 \.5 1 4' 5.s� S-5, a.e" r_s� t.s� Inv �IcIwTy MAP
d) Lev �L 15T
C: 1- NINEM ESNT9
C I
0
ar'..N, Cans�. 4" RC.C.11, ��e%Isk
ov 1K � I I
CUM &TH 0474 si8e,.Na t, Io�
6, SO, per 1013
R '10 CURN6 DA"I'Al Caris�. ?Ct- Curb 4 S'e 0-dA,C, ?veme,4
L IIA1 6 -.Srdo 51 1 11. " Gu��er per 64 t IIS consk ?C.C. curb * It'
�L 5S, L- S5,11� &4er per S4 1�5
CS %1L L - It. SO 7-(PICAL SEC71,0N
SUN970NE A'Vt,
AN0kE4SSN ENGINar-skto C I omP ASI .
FIRD BOOK FEr.
COUNTY OF SAN BERNARDINO
7RACT No. W4
W. 0. NO.
sto N. ?404 S'
41
+
ENT
ROAD DEPARTMt,
S-TKEE7 ?L4W
ROAD NO.
DRAWN BY Ch--C1<ED By APPROVED BY
_T
SUN570NE A'�E.
-rc.
FILE NO
-D VSStf_601JNTY ENGR. ROADS
SU TIED 13 YAft
oATF
REGMMiE;50_�: /APPROVED '�Y !Aki
SHEET I of 4-
D E
1A)cO?,1&M1SS10�NEb_CNGR. DATE I coUNTy ENGINEER
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to
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see 5+0" 0 115 for Nc�e 04
1111 7- Ver� Kem
41
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NOTE% &LOCv- WAU, 5HALI- 15E Or' F,-%O I -
3ox S, qr, 01
N Ci I L� 31
EARTHEN COLO& EXCLUDI
PINK6.
Kemove exis� rc)r�-
4(s area
Fu�urp- r
It'emAve pilO, be ln 510"lc \Na�l W. O� NO.
rux. urb coUNTY OF SAN BERNARDINO TRACT No, 9614-
�a ctm ruc�ion IMPASY FIELD BOOK REF.
LEV L L%t4r= t1f �— c� T7— RCAD NO.
9,& AN E, S7 I M F F,0 \1 I-- ME N7 LWA
PamwiA CALI;. 1 —411- MCC
con$4, Carle, 51ok \�all Per sia, 50, i 1502. S%o t4op,"T� ROAD DEPARTMENT
E,0,4, A,C, pjrr��.-'
paqGrreT%+
Fr-,C. Bldsmlk- per
F. r-urb W GU4--r
v z cfr -j-
-Hpp�g-c ----qc7L -a/—
---�
DRAWN BY
t ED BY
A G
APPROVLUBW
CARNELIAN ST
FILE NO,
52-6
_CarS�.
per De- k4ill aboqe Wk.
16Q kc.E. z1hr.
13
C,D,E.
T!�S—T, COUNTY ERGR, ROADS DATE
Dwc-.No.
'TY PICAL
5 EC"T ION
- --------------
RELOMmENDED/APPROVED BY
ll(ab±j
-- —
SHEET L of
CA&t4EUAW
S7 KE Er
N-ARK'j REVISIONS
0 commss;� 014LR - E140R.
DAVE 1 COUN ENG;NEER DATEI
10.
'tc Ilk,
:10 x
REDUCEED PLANS
1 2- 3
1 ill 11-14LI ,lilt 111111hill
--3 INCHES ON ORlrjjNAL PLAN---i
�41 17.5 b t"
0,3.9 A C) 33'
I \
—LUEL U�S— ,
cons�, 41, Fcc sli8ewalk.
per ?er 105
cana�, D-z A,C, pavemw
Cons',, P6,C. Curb,4 16" cans�, FC.C. Curb W,
C,U.4er per �15 Gu��er Per S�8-
A, L:T A LOM A OPIN F-
FRECO
tSST.
�AKJ �VISIONS�
7RACT Nai 8814
STREST JMPK0VSMSWr PLAN
AL7A LOMA DKO�E
DATEI