HomeMy WebLinkAboutRc St Improve Plans 512/1 Thru 512/5 512/1 512/2 512/3 512/4 512/5.:12�4 � 12,15
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0ENERAL NOTES &
I All work'shall "'lone iii accordance with theFe plans and ti�e 5an bernarAirlo Coun+� siandsr& and
',utvi t,act I ine boundary,
0,'_7FF_ Nj 2, 9en.ch Mari Data: Cbis square East cuib BerylSt. 6 'Nurthof
"7 9,14.
LAO J14 /00,vg, 0/7 ch., L2' Tract 6313. El. 1, onstructed at each
t No. 303 & 303-,i6 shall be c
- anBernacdinocounty Std.
16 3. Etreet markers per
ki intersection. hese plans within the
4. All pipe _',ines or stb3tructures of any kind shown or not shown on t
1-Z 1__m'i:s of this sux)division or in adjacent area.- whe,.e improiement work is to be done shall
I t be respoved or :elozated as required at no expeii3e to the Sait t;�-rnardino county Road Department.
4 Ql� compacting original ground, and
is) -1;s 5. Compaction tests of embankment construction, treach backfill,
"! . 1,� - NoH17 1?�
DO all sub -grades shall be nei.formed at no cost to 5an Bernardino County. County Standard
70p A101*7 C411117 ',Zi
k9
1_ A written report with�these compaction tests sh;Aii be
0.1 County �oad Department for approval,
2,060 submitted to the ContractsAdministration Division of the
prior to placement oil base P,aterials and/or surfacing.
'�;ibility' of adjusting nanhole covers, paving repair, paving r�:-�placement in connection
6. The respon I
nd shall
,2060 with subdivision sewer line installations will be the responsibility of the owner, a
.60' V. C. �i
be accomplished in compliance witi ordinance No. 815.
7 . Whan curb depressions are provided for driveways, complete driveway construction w�ll be
J/4 4/4 A114 required in accordance with County Road Department Standard Dra-,.7ing No. 128 and rettated
Q specifications. -rpl
�1_ 8, A.4; 4=4e 79mpletlen ef r-eugh qr-a 3, a Ma4er-iais r-epc-�L: and the Jar-Gpose;;
kq
--eitbfflitted i5y te the Subd4rvisien Seet�sn ef tl;p Ran ger-n-r-dino
tn UN Z.4 s4all be i I c
r1n .1 4A Geunty - DepaLtieent n4 al will ]�e EffWen when
�4 z Read �F�
------- 4 a-v e-4,- E- 8,-
IX) r
/7 9 whe�,Astsha! coricre a is pl, ma�erW 4he subgraJe- shaIl be Pr pareA bw 1--It'ANIN
Ilk
1� F5 �ced an m+We qCril \Nh-�h con515+S CT a rock,3
�u '��l KJ tAi 14- U e aboqp -�be 5u6(3rade an� all V01,8S or 8epresc, ra�8eCl Mal
-1 ZU I to hielt pro+r ions sha It t)e fiIid "46 a ;ine cS
0
V1 45
110
a in '1550,
.20.60
"z -mit will be required frbm�I�e San �ernardino County Road Department prior to any,
-of-way.
9 4 /67 v,7 ch,
encroachment or conszruction withirt the Road Department's easements or rights
t construct the work
. 38. 11. Adeq�iate stakes sh;1111 be set by the engineer to enable the contractor 0
7 CA to the plan grades. tions, shall be set by the cont,,.,actor
12. Sub -grade stakes, driven to the pavement sub -grade eleva
or engineer. The stakes shall be set edge of pavement and crown points wLthir
at all hinge,
JJ 0.91 foot of sub -grade elevation and at not more than 50 foot intervals. Additional stakes
tical curve areas. Sub -grade stakes shall be in place prior
maybe needed atwarped or ver
to paving to permit spot checking of sub-gi�ade
by inspection personnel.
ill be required prior to any
70,o 150LIM
k3 rx) ZQ %a kj 13. "A permit from the San Bernardino County Flood Control Distr ct w
-,tuction within Flood Control Right -of -Way. Permit must be applied for
.:50U07 /Z ctual work.
tN encroachm,:�nts or cot,
4. N t at the District's office. t1lirtY
(30) day,- prior to construction fd.r a
e� . n - s and . laterals shall be cc nstrLcted to ea ch indiv idual lot, prior to paving.
14. All witer m
01 del
2 01Z 15. "At the completion of paving, a materials repor-, shall be submitted to the Contracts Engineer
50
of the San Bernardino County Road Department listing all tests or determinations completed to
verify:"
(a) R-value, sieve analysis and sani equivalent of aggregate bases.
of aslohalt Surfacing.
(b) Stabil-Tty, oil content and siev e analys is
PR 0 FIL E SCALES
1" = 4�0'
VERT. = 4'
4 3 -0
PLAN SCALE
car ve D a �a
,� = 36 "J�2' 12 " A
R =60 L =32.16 7*r1,9.1_'7
0
C15 R 6 2 L 39.00 7- 20. a 7 or, jv Z_ �:,,V 4 2
-eel,
AVE.
_J A L WD
0 -'s.
�q el
eP
U ell
16 16 "A
08 '114
17
0 __V
ALMOND -A E.
Curve 067�6
A =259".44'94"
RR=50 Z=22143 \ . 11 AN�
,�b R 36'L - 168.20 URRE�,
(See 6r-�a-',kq A/--)
23
18
Q)
LQ
C411-b q
Q_
J .60 5606
21 24? 20 QF \\
19 20 ot
01 L 314f
L
1 F—RD,� F_
30X VICINIT)l MAP
REDUCED PLANS
0 1 2- 5 A 36 ".52, 12 46 06 '50
R As 50 L = 3?, /,9 7�16.a7 V 9- R = /?0 L -96.65
62 ' L = .66, 90 7r,00. a 7 Ai, Cb R = /92 L loa, - 32
r-5 I N C HE 3 ON ORIGINAL PLAW-1 I g� /-7 - 150 L= /.108/ T� 65&0
Q4 30 5. Cb /? = 1,g6 L = 13.531
Iz. 5 2 R = /,30 L = 14A :�7
18'
0. COUNTY OF SAN BERNARDIW)
LI;7e PREPARED By FIELD BOOK REF.
Zevc/-
ANDREASEN ENGINEERING m ROAD DEPARTMENT
777 EAST HOLT AVENUE DESIGNED BY D6AWN BY I CHECKED BY APPROVED BY
-623-159.5 A-1C. 1,9 6Aoi..1
co,,�-, �Rcc. curb con,5- I o. zo4 c. Powernen4, Coos R C. C, Cvr6 PomONA, CALIF. 714
per V;ld
Gzl7qel- er 57V '#
/3\ *Is SUMMED By_� C.D.E, ASST. COUNTY ENGR. ROADS DATE
R.E,8205 3 IS
Remmlt8 stApy4alk �,ela+eA t4orm-ak F RECOMdENDED/APPROVED By
��i, - ad.4.51V,.g. 2%c 4 LI(Ls- 3&4-13 DATE
DATE REVITONS APPR DATE f`*SST.�fl0ADC0%MSS10NER-ENCR. DATE I COUNTY ENGINEER
I'-L400'
ORREY Z (V LQ
SURRE /V
Ln
F
INDEX AIAP_
TRACT NO. 8608
SrREET IMPROVEME)VT PLAIV ROAD NO.
SURREK LANE FILE NO.
PEARL Sr M 392,31 WLY D\NG. S 12.
SHEET of
0
30X
R E D U C E D P 11- &I'MNS,
0
k3 INCHES ON ORIGINAL PLAN�
I—MAICH IWAR,/�
C171'� sq&sre E.�,7si Carb Beryl 51
rgcZ Byry
6'IYOH17 of 50UP7 T
Tl,:Tc� 6913
go, 174,56 vv7 cb, tc Elev 171.9,14
'j
Nodh R
p: tQ
Faia-e Too Ala-M CUrb Ilu IQ
tq -k - t"
NorZ17 e
%V%
Top Nol-117 arb
—0,4 2025 2025
rqo,11��Iul-e Norlh Carb
2050
Top Nodi, 0,1,'b 0. 40
rz dilch
92, 3 4 'V C
41 to
1% V-
:�g
'I �
0,:4;
-:7 —, �t 0, 4 0 /1
2050 2025
Q$
Izzi 0,140%
2050
0,40%
-41
Lu
5 J-1 -'14
On cb.
-92,3'r., v C.
kki
rop 50111b alrb ;I, q
0,40%.
�510LItllh IRY� '4"
'm DO
.2025
2025
2050
2050 'pulare Top 6� 40 %
, rJ1-4"
5OL1117 CLI,-b
4100% 7'0,0 E,1`4� 9OUih CZ11-b
00
PROFILE SCALES
PROFILE SCALES HORIZ. 40'
HORIZ. 40'
VERT 4'
VERT 4' 14
16
3 4 5
PLAN SCALE
PLAA1 SCALE 4 0'
401 O(N �6. 0
6�\ .00
curva- Dale C) ef
ZI C'i\ f
IV Cb R =918 174 56
R =300 L 16466 T= -5447 . 1Z
Lij 2'�' 1 QI-. P
5. Ch R=282 L=15480 elf\ 10 �t- t" 0 %
c V
R Rz 270 L 148.21
10
V, I
\0)
9 8 2 d "
Aliv 7
Curb Rln 0 CIO Iko 00
ZI = &5 '5ig , 55)
A C)
q = 20 A 0
lz� ra
L =90,00 'b�a' !i�dIZ8 D,44
11�1 A 5/7 folyl Me W, Ok
TAIL
13 Consi 17,71-f per 54:'-� 0 509 4( v . . "
of sireei seclion per Sid -1305a
\- �-
LANE 9-
AP 211o'
01"
4 )F7A IL
Ilk-
P
�bc' %P0, /0' 1, /0'
C) �'p
DE OAD
Ar e �if bacA oF DIA HILrSl- ROAD
4,
plf 52-=C T/ ON A -A
7;IAN�617-10h' FRoA4 -0.5o'Ar DIX
Td IV,9RA-1,44. AT TOP or- cuR."
6 7 A
�s
0
5
go,
hs
12.5'
-go,
12,
s
P
5/0 01 .,/ — leyg/ L 1;7,- _ - 0
a"c'F ' ix -
4V 10' 9
ri Cons/ 0-?-0XC Pcn'�2meni,
curb R�n 3'Cl "15'Conc. 1,4 —3"CVB'C017C- gee Able 6
co,75i pc.c curb (�;viler per 5�61 4 //5
'q = PO S e TI OIAVI L T)"PICAL SECTION
SURRE)l LANE
PREPARED BY FIELD BOOK REF.
ANDREASEN ENGINEERI.NG CO.
777 EAST- HOL'T AVENUE
PomONA. CALIF. 623-1595
A I / If-;,d ce/ i a h
t Add,., -54,-. -s
R.E.8205
&
DATE- hAi%PK
1�
comiPcc curb � 6ui�erperg�a-'*115
COUNTY OF SAN BERNARDINO
ROAD DEPARTMENT
—r—E —W CHECKED By APPR VED BY
DESIGNED iiY DRAWN BY
�c—, - VTTT Ml� I Tel LA42!�
FFOA—DS
SUBMITTE13 BY— rDE "T -n-INTYENGR.-RFoADS
g— 'I RECOMMENDED/APPROVED BY
PPR DATE 'ASST. ROAD COMMISSIONER - ENGR. DATE I COUNly ENGINEER
/VO721-
/,-0/- H11151de Rot zi�pl�-c7l 5ecih7n
see
W. 0. NO.
TRACT NO. 8605
STREFT IMPROVEMEIV7' PLAIV ROAD NO.
HILLSIDE ROAD FILE NO.
STA. 1,3*39.50 TO SrA. 15+50 Dw&,No. -512-
S URRE K LANE
PEARL ST TO 474.19 SHEET 2 of 5
DATE
IF
13
m
30X
REDUC"FD PLANS
0 1 9
3 INCHES ON ORIGINAL PLAW
.c
190.66 on ch,
Vp
33614 2 '00 c,", f4i
ol. 4? t", � CIA 2070
t6 Too Wesi �CUrb FU&rc 70P W�5
'Ij
Im
V- 4,' -1/,
TOP
/P,3,Z/ Oncurb 14 "n , ;� 1611,
q3 .06
-1 L71 cl ro fit
'00
'00
14 (-- L
ra cle
%Z %
6.00
e gs, 2070
2030
It tic NO
4�
6,000
040% 4v C3 -4
/07,06
4�
d, A
:::, �flo
IT, ir, ti)
6�O
% 7
Filial op Ea,51 Olrb 2070
t 'S q Carlo
T To Easi
t4 t3
.2030 q,) , . ,
m
Nt tn
v 2477z? va ch, 14a 11
//0.0/ 017 CUrb
-it')
Too F_ as, Curb
014Z
�O
tis Wi
%
ti %i
2030
4 PROFILE SCALES
Ohl HORIZ. 40'
VERT 8' DOURLE SCALE
2 3 4 5 6 7 8
PLAN SCALE
40'
10
Curb Ritz
Q1\ , � �\tI
R_ ?0 14
L = BZ42
5ee 51?ee� 4
33, Jul y
22*
Q) Q!
curb 1?in
16 =,000
R -- 20
L = 3Z42
r4
24
C
Curvg Dq��
'd g 3v CS21 1,�5 "
WR R=470 L=32707
wcbRz462 L=995,42
t- R=5CO L=3479.5 T=18135
�Ivflb -Rin
C, rx
R -20
L=3142
eg 30
01
r1_
23
SO
tg
eer ir,81
6 tjer r1f perlqp
C, C rb, A. c ,�erTjp
coric PC, cono "
or,
sp _9
curve oa�.?
cu P EA- R� A = 3 0 12,45
N\ 5,f gr550 L=2064
cubRin
0,
-.5,5 '.5.9 - Ch 9 =s& zS0.51
L per
7— see R-20
CLJ+
Cro
55 5 L=90.00
P er C.C. PREPARED BY FIELD BOOK REF.
1,tj �1 16 ANDREASEN ENGINEERING CO. I
t1i CI. 777 EAST HOLT AVENUE Cort-oc+aa s;,%n no
Co"15
3 Curb '4 5+ 595 C, A&Ied
c POMONAI CALIF. 623-1 /A DeIeW ftrricad
carve ny�a Curb. R�n. Adjgds-,c. seei)on
Cub Rin
60r,
0
R=20 S 9 R =,590 L = 242 6�9 ,,-,,R.E,8205
2 A CI-7.4 r 2 7',24'09 - L = .30,L)o 7Z-
-,5142 hr Cb /?= 5/9 L� 24Z 79 DAT E REVI!
13
V,W- 19 51qr)
-9 le.
CLII-116 Dal&
,6 = ?/' 55,00
WR R = .430 L = 164-
tt�R=4ao /-=/99.0/ 7�7745
E. R R z370 Z i'9159
51OPe 04"-' 1
& cb R = 4 18 Z = 1.,5.6 9.9
Z, Cb 146.12
#//5
con5� Pcc Curb
607'ler pe,- 51d
1.
5pdv E,75/ airfi- 36"-Y� 51
61 Nbryl� Of SoLdh Trac� 061ry. 7r&-319
_A:/,- P 1719 14
I & 30 k,
16 16'
51ope Y4
r7s�nw'A.c Pc?vemeni 5&e Mole (5
A
FKPICAL SECTION
PEARL S T
cons� Pcc curb � CU'llier per 51d '115
COUNTY OF SAN BERNARDINO TRACT NO. 8608
ROAD DEPARTMENT
STREET lmpRovEmENr PLAN
RAWN BY I CHECKED GY APPROVED BY
'P.C. 9, ISACL�) PEARL STREET
SUBMITTED PY— C-C'E' R� � ROADS DAT E
RECOMMENDEDIAPPF0VED BY
RMnNFR . ENGR, _5A_T_E
AT. -E.—. �TYEI,61_NEER
0
I
W. 0. NO.
ROAD NO.
FILE NO.
SHEE-r 3 -of 5
30X
REDUCF'D PLANS
0 1 2- 3
I I
r3 INCHES ON ORIGIN -AL PLAW-1
.,< - ]-F. - z
A
A.0 Pavemn,1
" �HILLSIDE
LQ
L-xi-gi 8 t/6 c7a,
9jecl rrr Lthe
33,
22' 22'
12.5' 0.5, 95' t4
2eq
4
C0175r curb 7',
.?u��er per 51o' 4�'115
067' �01_f L .15
' ' 1,�T1761J' C I �
Level
p
T�'PICAL SEC TION
HIL L SIDE RD.
c
0_59
7,1 00, af 6
17,76,9a lo SA6. 29150)
/0 " c. / 7 *00. a 6 -A ��,)
EXX-161. b77,0r0v.-Me,`72.6
PRFPARED BY FIELD BOOK RE[.
ANDREASEN ENGINEERING CO.
77 EA5T HOLT AVENUE
PQmONA., CALIF. 623-159.5
I Aided St,-. -s
R.E. 8 205 YeM0Vr(I1 5�16t.%Nal
0 - sid, A�
DATE ?4�-zZ__ MARK, AJA
c .0,
cu��
I A
��p-or le AV /qv- Qxr
AD
T-T
COUNTY OF SAN BERNARDINO
ROAD DEPARTMENT
uESIGNEDBY-1 DTZAWN13Y I CHECKED BY APPROVED BY
M,L,
! 7 SUBMITTELI BY-- C-D-E'
n ASST. COUNTY ENGR. -
,takoa 'Intarvaicon Q, RECOMMENDEDPIPPROVED 3Y
mc
APPR SIONFR - ENOR.' - 16ibDALTE I WUN I Y ENGIN EER
'VISIONS KTE IMSST� ROAD COMMTS
-FATE-
I
qj
W. 0. NO.
TRACT NO, 8608
STRFEr IMPROVEMEN7- PLA)V ROAD NO.
h'ILLSIDE ROAD -Z NO.
15-4 50 TO 7"UROU015 AVE%
SHEEr 4 of
30X
REDUCED PLANS
0 1 2. 5
�-5 INCHES ON ORIGINAL PLAN-�
/00' V.cl
so ve'.
2080 WPiH
5,� ZlcYJ-,' Ec75i CLArb Be�yl 51
6 Alol-?17 S&IZ17 Trec� gyry
N 'N 4) -5112 -1
W, Trec
ivesi R 1'719,14-
/00 yc'
141
Falure Top
�Ao can�
2080
�cviure 70,0
2 4'� ,
Czirb % R
41
0
ACX
/00 PC,
2030 t
qj /00,ycl
1r) V A,
F 9.,
t9
2080
-4
100 vc
EVSJ 9-7
2030
OP C116-T
7
N
Too 'E'66i Carb Top E"651 carb
01
-2. ol
2030 P"
PROrILE SCALES
HORIZ. 40'
VERT 8' DOUSLI-
16, � I � 'j, P8
20 21 22 23- 24 5
PLANSCALE 33
I AIF—N
41 5
Is
go
cc.
0
Qc O'�
ofle �qe GO
4?
-rz
7�
Ing
.0
r
�O
32
33 34 35 36
V) f-�N ��
LO lu Z'-' "Z�'
4
10 'i
Ri,17,
Curb 00�
=--70. /d, '0 " A, GO c
R = 20'
L = 3Z52
PREPARED BY FIELD BOOK
NDREASEN ENGG",�ZRIKG CO.
777 EAST HOLT AVENUE
POMOPM, CA L'-F 623--(595
.9w R. E. 8 2 0 5
)ATE. 7Z
Gr.6" 5�'aty�i arade 'T lva4arsl
round 7
0- I'd 4 in
Level
Grdo�e Only, Ccns�. Mickened
io .5ub -qr��da '-I ;lr 11
enC' 56CI,61 7
6r.:'nsi e9 20 , AX
TVPICA L SEC TION
TURQUOISE AVE.
s�&'cvrb � 5,u;qer per 5kl #115
COUNTY OF SAN BERNAW�INO
ROAD DEPARTMENT
,117-1-17 CHECKED BY APFROVED 3�
f. A. GA,"
CAL ASST� COU WFY WrR. - ROADS DATE
Q.ECM.!4ENVC0lAPPR0VED Y
1p- ENGR. DATE 1 COUNTY INGINEER DATE
ASIT. ROAD COMMISMONER -
rRAC,'r NO. 8608
SrREE,- IMPROvEmEmr PLAN
TURc4L 915E AVENUE
IYILLSIDE RD.— TO 26434.24
W. 0. NO.
ROAD NO.
FILE NO.
SHEET 5 of
"I relalel lniuma4ion
APPR
SIT!
x,
11
-.41A