HomeMy WebLinkAboutRc St Improve Plans 490/4 Thru 491/5 490/4 491/1 491/2 491/3 491/4 491/5� `` .> ` }
x'--� � �+ ' �; e
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BENCH MARK
sleps- oj"4h4'1�012 XW CO,-
Elell 1290,
14) �4 % Y4 Y4
-------- 1,4 K_4
Too �vhjre Norlh cij,-,b 1i ',a
y8d"'-
-1285— 1270
1285
A
`4
7,gp Norlh curb
kq� Zt,
Arj
LI k-s)
_7
laZ
VD �Ii
1270
Q. 40
i ---- A - 1 2 —4a /- A? 70
i - - - - - I I I
- I/ ed -
15,5.
.12,85 -- --- ----- - - - - - - -
1 30. 62 111761 E, Ics.
IV# %4 "14 f4 0- 55
VAD
tO .7op 1511-17111h #41 f4
-Ir
g
tQ 4i ti
0. 40
504/M 9 -
Iz ;I; 'c'
—o: Vo—�,:' 7 -40t 1265, 1270
W5 0. 40% tz
'rop jel�a-e SOLI�17 -41rb Sozllh 12
rop solMh i
40'
PROFILE SCALES: HORIZ
VER T, 4'
/0
-7, 9
8
Curb Rin.
PLAN SCALE: /11� 401 37'?8'00'
Rr ?01 5ee Sheej 2
C, L = 30.53,
'DV �\dy T = /9, 13' 30'
q�' x
12'
y 4'
.0�
5- 0.5
(U
67rcv'-- /0 dral;7,;Cr AyCk'01 SeCb�'?
�o draA
38.55
Q)
sjo
4
-090
1:01751 /9 IJ garrz�ode 5/ol. 305
e 67d Slreei S&
N& 4OCK
Q S TREE
Q-1 —W
tj
'0� \\b. (1) \b x
5" . " I
V 2
c'.
1-2 - r,
431 ZR I
(44
Curb RLn. 4 4' Carb Rin b 9 01
C,01\ coll 12, r$5 "D -
A 87'43'0.9" t"112 6 16'5,, / �q'� �' (�k
R=?O' 0 R= 20' -skv LQ
—Tn
L r 30-62' L r 32.21'
T= 20.81' �j el
10
5ee 5heef 2
cyl
b Rfn
Cur
0 =.92'32'00"
TYPICAL SECTION R= 20'
�31 GRADE TO DRAIN L = 32,30'
T - 20.90'
10. 12' /0' A. 0.5,
4# /91 .. I -
7'
L e I Line
Level Line
Lo
Orade Onl
Con6j. 4" Pcc. Sidewalk per 5,1d /05-
Fui.
ConslJ,- PCC, Curb 4 13" Oulr��r per Std //5
4�on$�. 0.2,4.0 Oavalnen�, 5ee,?01-- 8
TYPICAL SECTION
CHURCH S7-REE7'
f4
I
PREPARED 13Y
ANDREASEN ENGINEERING C&
777EA5T HOLT AVENUE
POMONA CALIF. 623-1595
IQ, �7/� R. E. 8 2 0 5
COUNTY OF SAN BERNAl4DIN0
ROAD DEPARTMENT
DESIGNED BY 63. APPROVED BY,,
DRAWN B ;2:
CHECKED BY NSS'E ROAD COMM,[:��IONER ENGP- DATE
RECOMMENDED ',JY , )Ycl
REVISIONS APPR DATE — CHIEF DESIGN ENGINEER COUNTY ENGINEER DATE
TRAC7- NO. 8085
S7-REE7- 1UPROVEUENT PLAN
CHURCH STREET
HEMLOCI�( STREET
1270 ,
W. 0, NO.
ROAD NO.
SHEET 4 F 4
A X
L
REDUCED PLANS
0 1 2- 3
r- J-� , I . I I I+LLL-L-
3 ILNLCLHES ON ORIGIINX- PLANJ
p
A
"I
GENERALNOTES
work 5h,_)a be clone /;-7 ::7ccc;,rcYC21-7CC W/11-7 lhls-,�Ir PIC70-6 <Vr7CY
,5A::7,-7dC7,1-& Ck" //7C- CC�UnIX 'Or' L57C7n
0 aE1\1CH A4,4,4�'K: �/C:7O&C:?rC7' U 5. C�5. 10 &r1f7.6,3r /0 1':? C- C� en
4_1' .5. of- �t --7nL--1 0. 7 rn1/a,5 W. oF V11?eyar& A ve.
.57',vm,apacl: H-10 1454 /_-.P0_z3
El(.-�VC7110/7 ' 146S-70
,9. ��rec� mc7i-kcr,-, per OL-rl-7c:7--7'11-�c C-burVy �5�c/ Alo. _-30_�; 0 _300A
be a_71 . C<-,'Ch
4 IfIl plp�- or C:)F(:7 k,'r7d c7f7c/ 7�olqpl-;one o,-- power
Oy
111own or r7ol 5hOVI/O CIO 74/7e,5e
Wl�hil? -�be //M145
I
C_—jIM014TE VISTA STI W_n,-/� /-- 7i::� 6(�- ::21one he 1--e,-r?ove c::,r re/Occ7reC7 47�6
ri-_�7u/re& c7;4 no 7�47e .5�7,-7 Oer-r7e7r&1*1-?o cour77'x Rc;,czcl
LURLINE ST. 1 �5. COhPACTION
AT NO COST
COMPACTION
REQUIRE D T
L ST3 WITH THESE
nT, `
APPROVAL,
----------- - T77C
_9
7'17C (0kVI'71er.
wj// b(�- -11-2,T c7/�Cct, /V0. C575.
COr-11:111-,�7,171e Wi7'17
4 07-
T R A C T 7. W/-7,, c7re_- pi�vl&(=ci 7ar
141111 6e
S 0 a 9
-7 ROC701
�3. A p�rmii will 6e re,7u4-ccY 71r-c)rr7 e 5�7 7 cri-&ino C-e-11 7'y
L0T' C�; Dcpar:' nen7' pr/ol- 1,V e�7r7y e/-7c=1-C7c:7a./-7O-7,z.-r77' 0,- con��7ruc741'0117 w/,71/-7 An
C<:>0171y
BA,3E LINE W12en //7e rC)c7c:16ea /-IC7,5 be--CI-7 gi-p&e& /0 //7e ;::7PP/`1=�X1'r1-?C7/e_- CJ`e�-,�7//0/7 C:7n&
j/
over ey 7=he.5 jr7 &Ic7rne7�er cv?& C>71147el- U17�5UilC-7bAF
75470 Upper C5 il-2,=17e-5 -=)f-1 7/7e &b e a'
e7nd &jc5-po,50CY 0�'_ C_01-7�rC::7C1(::>r /-7712Y C7,�,- ::7/-7 1::711er/`7C7_1'0 a-9 /�'7C/-7e-2F
VICINITY MAP -/- _- 4 C7-F ci 11,nPr? W/7.(=/7 7��
/0, /-7 7' C;(
C;4 C:�Iaog 1�7&lCea7`e, A. c be
40,Y con7�--C2,=7LOr- C:��ojer
/7/0 If
W!r17 7/7C Qn(::� 3rl-24:711 5C Vc:)I-ly 60r(::7,-?y loe-XI:57�ir79
71R7ci1iiic.v rer:rLilling c:Z/�-ec7fl y o/- 1,_--c)O7 Clpel%�7116O-5, Pv/7C7'17eJ
'r --70� SrUah fC_7Cj1jf1'e,5- (::7r-e-- 5-17,oWr7 On '7/-7e-6e- P1(=7r7,'F-
12. Ar�EQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
13. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, SHALL BE aET BY .,e CONTRACTOR OR ENCINEER. THE STAKES SHALL
BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0-01 FOOT ;,F SUB -GRADE r.LEVATION AND A- NOT MORE THAN 50 FOOT
INTERVALS. ADDITIONAL STAKES MAY BENEEDro hT WARPED OR VERTICAL CURVE AREAS. SUB-Gr.ADE STAKES SH�-`,, BE IN PLACE PRIOR
TO PAVING TO PERMIT SPOT C;!ECKING OF SUB -GRADE BY INSPECTION PERSONNEL.
14. ALL SEWER AND WATERMAINS AND LATERALS SHALLBE CONSTRUCTED TO EALII IND[';iDUAL LOT, PRIOR TO PAVING.
15. AT ?GH GBADINGZA014PA A RE To PR?OSjErTRPCgTU& TIQA,SH.&tL U-SWITTED B
YH&EJ:RACT
I 1 0 RT D R T PP
N R? NO 01
E IWSE N RZNAI N OU RD DE R NTr0R A Df AND/EVAL(0TIZR- PPR L WILL
Ey H) E MI
E E R rITH S 101! '0 TH:RE e1A N
EN/
WHE LL M HAV
8
WGIV WHEN LL STR RAL SEVION AQUI MEN H BE, MEF
16 JAT THE COMPLETION Of PA ING, A MATERIALSO EPORT SHALL BE SUBMITTED TO T§E CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY
C)f7��C CUCC7r77C:>1--7gC7 (-��Z_4171y /44�0/_ ROAD DEPARTMENT LISTING ALL TESTS OR DETERIIIHATIONS COMPLETED TO VERIFY'
2 All wivlel- O%:74-7,5r o-A-c741 Z�ie -50" 1 1- /7 5- �7 (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
w/1,17 - ?".7/7. _�OV -r 47 , /71
be jl-lu,5�h ea/ c7nn� &19-1,0 7"ec le,::Y oe/- A. W. W.A. This certifies that in' "oy , 19 70, 1 prepared the plans (B) STABILITY, CIL CONTENT AND SIEVE ANALYSIS OF AShALT SURFACING.
of domestic water system for Tract No. -60,69, and they meet the
requirements 6fthe California Section of the American Water Works 17. ROAD DEPARTME4T APPROVAL DOES NOT INCf;qE APPROVAL OF WATER SYSTEM 09 ESTIMATE OF QUANTITIE.-,
3 1,5 85- 0 Association Standards and the San Bernardino Co unty Standards for
-7 &1:7/-!::7' IZ6=kVl;�7 g minimum.requirements for safe -practice in the production and dis-
-4� Ic-11-le h>1&1-1:71-77 11_2,571C:7110/)0r�,5 .517CJI C017fOrrl-D Aco 5r2i�l
tribution of water for domestic use. -7-f" ngw OU ITIF *-1-1
3/0,7/7d&// o7" hle Rboc/ z-_�-_oc7r;AM=j C7/7& 7bC CUCC71V0r7go A A"T
� / OL-Alil ES TZMA I At "Ito
5. 71'j01C%7 The distribution system and transmission wain at the point of
supply to this Tract are adequate to oupply water to all sections TEM DESCRIP770,1V 04YANTITY 1?FMARKS
of the Tract, in accordance -Iith Sectiov 5 21 of the above quoted CONSTRUCTIW Bc�NCH MARK
eXI,5�7,-q Wo,'e,- -77L-21/7 .1andards. Lumo Oum L
Chiseled square in top of north
------- a-- 1r7C://'C4Z?7`e,5 G?C:7/e` VC11VC C7r)& VC71Ve' Z�,�X end curb return N.W. corner Alta ZYEE ��rCMY'1;-79 plan
-qCrVi'�C Cuesta and Via LjAde.' �3,4. 0.351;117;ck 4,C-. 11c7vca7ar2;� on Carnelian 5�ree7l I &,S 0 0 �5. Ey 5. S. coun 2 a/ a-;eloper5�
ra
3. 0.25' -�hA=k A. C. inalaoles- A.0
_Tn blow- El6vation 1451.65 -4. pcc. curb Ge-1U1-r7.,5
-5. AFC-C. Curb 9 Oul-ld_- r 324
A-223 (Elev. 1451,453 per County Plan, G. A?C-(_�: Ce /, � V (3_61/7er* , 0 C /F 1,167 L.i`
File No. 157650AA) 7. "C749C-nrY W011 -?0'17A7h 40 Z. 1C. 'Pe� _5/0� 90/ rwoollled)
lVfa,5or?�-), M/C7// G'/71�rh 2401 L�F_ per 51cl. 00/
7-/-)/,5 CC-_-Hf1&-,5r 7'170t AbeZrC PA:2/7-5r ::7/-;'& a. Zile
Z;,y, ::2OCZ;� Cr� 19. 1 wb '771�7h 45A�l _60/ r"C>0i 0')
0 /_7 Crt��y ql�101 --Cy
by -//7e PV�:?/Cr CONST. BENCH MARK
6� 6 7 0 5,-
'/M 492 L. A'
a51eO(=y W1 -79 <7OC::2r C71PIC /0 2" Iron o,�oe ol S. W. 8' A. C. Bel-,rn
W,::7 "o
Wl* Me�
In 7LI-7/.5 /,r-C7C=/ //7 //7 of Tracl Alb. 80,59. 44 ' Ecs-1 of Alley 545
LC:1W-5 0F7_'1?0 1�)F_ C<Z7 11YGO"WIC7.
Of C01-126110/7 S1 C11 S'ICI 5440± 3,X81 17-9,5 L.,�
Elev 1460-:75 1-4. F-r k
. C Cl-ot-5.5 - (aUl-ler an& 49,9 5.il
f55411. ae_17-1Vg1-- /10//9/ 7,Z G'h/�7/7 C17c;n_L1kk ic�rncc L.,--
WATER SYSTEM �51_qo -_T777e Ohed_-� rx:7rne gior;
iu,�4 114onl-7ole.5 7��
ESTIMATE OF OUANTITIES t0rd PoSiS ;n AC.'6,-<:7ii`7 3 EacA7
DESC,RIP770N 04VAIVTITY UIV17' REXARKS PC. C. DIIC;11�7 47 S.F _5,ee eihecr G
Loc-1 /
[:�80X 1 -C-C. 4prOO
-18 111AC711
"C7_5-C;W�r
Y
Iva C,'?icat A17%c6 L,=,rz7c7 ,c`/�-e 0461ric:;'
_OnnCC-1101-7
-71 A-5Z,-C171bly
FIELD BOOK REF C07111'Y OF SAN BERNARDINO IMPROVEMENT PLAN S W 0 NO�
ASSOCIATED ENGINEERS —7 ROAD DE OA rl� TMENT TRACT 11110.. 8089
316 EAST "E" STREET I -A r, ROAD NO,
ONTARIO, CAIJ E, 91761 APPROVED BY
714-986-5818 urawn OY GENERAL NOTES , QUANTITIES, FILE NO.
—4
R_(5,V INDEX MAP AND WATER SYSTEM
Chetkei By ASFT R0 :Ar rOMNliSSICNER-IJ
R Roc DwG. No.
acommtnded By
6_1
MARKI __�PPJ DATE
TE I
DA _7K REVISIUNS ALTA LOMA DISTRICT
RZE T344 SHEET of
69-16
:10 X
REDUCED PLANS
0 1 2-
I - I I - I I IJI
F-3 INCHES ON ORIGINAL P—AN-
a
A
�Ocj' V. C.
1480
N
r, 0 0
N m
j, 14
yt
0
Io
0
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-9G 1480
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N 03
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19
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to kq 7cp o,- rL,,,Arc. ea-Z4 cw-6
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to
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1460
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SCALEHORIZ t::=4
S VERT I z 4,0�
0
x
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--57-47-10A1 EQUA7-101V- �-.t7c, lmprovemenf�.5 pe,
0,100. 00 = it ---r lhiS -ICrf7 Trccl Mo. '53,53.
147,1-50--3 = j� 9--r --5F-5 Co. &nC7 r
j�;;e,r
)&Ak'NE'L1IA' N,'
leb. 6
�5ec A40 -5
IVOTE: 777i� O/C7/7 /�6 0. 00 ",47jq/-; el-
,/7C7n .90.C. /-OC7&
--134.50
-Ilcc,T lmpro;�7 e"�,
tact- �7
CURB BtGUTTER DETAIL
5�1�: /"= --.
per 5.8.00. Ens?'t-
013450 XA.
S T\R E, E T
�y
t, bov
TEP4!N
C�j a et,
NON -VEHICULAR
-I V4HICULAR ACCESSk�j6�19';;-,-- 3V,
:5
GQ64' 4-
I V-4 "261
omq� a/bch Xr//,�
1' 41 63.93' 1 ul"
r �qc.c, zywk. pe, wd. /c,� loeA f --70Z
/05� 1-4-90-'
.51. Ng 361 It
*17 per 51d Nil 361
cut-4:� A -ell oe7lb 0
A � 6 0, -- 870,
Ld
ul,
ki
0.1
2 e�
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T
1�50
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T�
Ll
1,0
1.9 ilia
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per S�&. No. 301
/T 4 Pr -
to �. C 0 es
p
I.ov_ 4o I'Ver C-�4 4"7b;ck
:::: T . . pcc. 5wk-
t!:. 5ki. MO. too
5.5. Co.
l�,76 If34 0 AA conS4 /e " elec. curb e GA.
d -1olY above.
o
4r be
. =&. Depi. al Me expense 0
TYPICAL SECTION- CARNELIAN STREET
0
1Z
r
13 see sl7eei A/0, -3 '0
See R�csac -/On
a? sv INV0.3
i-c C. "wbb." Cu�T L)a-1, U J
LOT A '4 1 . � q,) j]
c2ln�' 0 5, Yhicl- A. C Abmemerd
\- Rzbbon per,51&. ".-� /,-.5 1
A. C. l-,7r1<1ny Loi-1--r
Cb,7crA= mo5onry wo//, 0// ce.116
rIlke Fohc)' w-i-'17 grou7.
l�Lr roob�7,7, .7gC,n---1 U/70t�rbed
na4urcl 56il.
C.L. 11ence 1'6-5r's om/�, hecol ;l al' r7717,15h .5-U,,GCe C04rSC
a/ &Z 'c:.,;=. ;�b/- WCC,0 h0k!t.6.
1-4,—sl. C'CL am�,
lt-Af�51. Surfcce
10
0%M �,O%
AI-17- 7,1!
710
thx& A.0 Pmt Gw-�.RC.C. Ribbon
per ty NO.
7, �! C017i
TYPICAL SECTION- ALLEY GURB DE-T-A+L-
14" �9CU/CTS-' P�- /0� i PC-r;4 /*L 4'
MASONRY RETAINING WALL DETAIL
1470 -- -
ASSOCIATED ENGINEERS
316 EAST "E' STREE)
JNTARIO,CALIE, 91761
714-986-5818
7-7-7Z
RC, -FA—TE
FIELD
BOOK REE
COUNTY OP SAN BERNARDINO !MPROVEMENT PLANS
ROAD DEPARTMENI__� TRACT NO. 8089
Daw9ned By APMOVED BY CARNELIAN STREET
Ch4cW ft X55T ROAD COMMISSIONER-ENriR IWE ALLEY AT EAST TRACT BNDRY
Racommandtd By
OUNTY E&-G-1NEE[�------ ALTA LOMA DISTRICT
W. 0 'NO�
ROAD NO
FILE NO�
C)WG,Nr,, Lkq t
'Revli�d '610CA. wo-// /0 �419 a, /7'
SHEET, &I
--2 of —
ARK
REVISIONS IA
----
REDUCED PLANIS
0
r-"3 INCHES ON ORIGINA- P-AN
41 aG. sb! Vc.
k. G_�§- 76
106,va
0
0
40) vp/. 6;735
0 LG
I ef)' C21-7 C-e IfIb
r
V) 0 QO
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0 0 -1/c jXF 41C Alc
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0 0
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57Ur,F7CC C.7� /VA:�L I� vi
1470 m
u tc-) ly u
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4,,' d/ � y V,-/ r
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,u u x
N i 4i u 6
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tin 164:1/� 7.47'
L� 4) � 0 cil[3 0
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ta , A
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F 0
U F, * F L
16 Aj
V4 7E cW— C2-11-6
010 � (�
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b3-#,4 b0-s(9)15`of'c
TYPICAL SECTION
P
PR OF I
RIZ 1�= 40
'S(.`ALES _'V'0ER1T7 I' =,4'
/01
0 1 2 4 5 6 /0",
-440"Iol7q,
4Y11h 3- -fg`li-12i'�?nC170rS P
zj,,- /oleo' Ab wnql&-, 3'fioln
e,-WS
P L N CUrb CW-Ve 0 Y1:7
Z_=S9,e0' 7`al=),G7'
-44 44, '-CALE 1 =40'
0. G4 7 F'-'ow
10 4.
__7
T
9 10
8 4 L. 04 barz- G M" C
"4 bar:5 6D o. c
6 7
4 5
R. C. BOX
PROFILE
1w
.10 1- , 1 zy/ S.,
ANCHOR DETAIL
v. -.5—/e
C,,-6 c-urve Cato,
51d. N2 301
toye �A Rc.c. C�b. (5yr.
p-r
Z4. <
7al _j
ml
I
LOM ITA
r
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hf, Curb Rei
W
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pcdo
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�51-7etzl- No. E-�
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in. i=_A.5�r DRIVI
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1
18
1 17
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15-id. m � /0 0 o.05' Ml,.k A-Cllov�lnc,77
�_C-,.JrO�j TC C. C-116 f`(54111Cr I--- 15�&- //5 5fd. At- t-k�
TYPICAL SECTION - LOM - ITA DRIVE
H,', / - It: " ; 4e;-/ /'_� 4'
E
ljI 5Z
Ow AF
1+ )
14
curb 001r,
ASSOCIATED ENGINEERS 171ELD
316 EAST "E" STREET
0 NITAR 10, CAL I F, 9 17 61
,14-986- 5818 T_
7 low
9:.-- n__Tz IAAbv
r3
LOT A
per Sid. OlAvy A0ez;Y7,8,
13 12
10
4g"Ifili�k ecc.
SECTION A -A
-F COUNTY OF SAN BERNARDINO
'0
ROND DEPARTMENT_
Designed By APPROVEDBY
-Drawn By
ER-ENGR Af
th"ked By
ASq-r ROAD COMMISSION
mall ka,45aaml" Reco trended BY
PPK _60—UNTY ENG—INEER DATE
REVISIONS
2 LOM17A Z),Q?1V4
EX7E)VZ)ED
, 0/
Its
/(60
_,F. 001
PLAN R. C. BOX
* _GN 0
J01PROVEk'�':
TRAC'17 8089 ROAD NO
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