HomeMy WebLinkAboutRc St Improve Plans 234/1 Thru 236/1 234/1 234/2 235/1 235/2 235/3 236/1�/1
NL.` 4 M V I V11v I I IA.rPKOVED Eq:'JAL � � r� 1 �
PAFF- l i PI lll, c3JJ3 ESTIMATE OF QUANTITIES
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AS � ASSOCIATES
3 FIELD BOOK ���
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TYF'fC!l.L STREET SECTION —NINTH STREE; ; DD S/iy,D/y5 sr ter. e� TPEs
CIVIL ENGIR7EERS LAND rSURVEVORS
_.,,,,..., .._ .„.. fi00ED q'S/OEWF/Lk, D/.4VEWfi�f S.W.
j 17910' .SKY PARK CIRCLE IRVINE CALIFORNIA, 92714 lY —�- pRR/V STREET t.IGF'TS C w a5-/4
J' PLANNE PH�AREO UNDER THE SUPERVISION OF:
,2<< Z 149 7// 713
f R.C.E.. % AT
cf1741 7fi1-7373 FtIARfREVISIONS-M�
VICINITY MAP,
NO SC4LE
9. SPECIAL NOTE FROM PRIVIXTE ENGINEER TO CONTRACTOR
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CON-
DITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING :`AFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 6EE LIMITED TO NORMAL
WORKING HOL -• AND THAT THE CONTRACS FOR SHALL DEFEND, INDEMNIFi "...%) HOLD THE OWNER AND
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PF,OAECT; EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLI-
GENCE OF THE OWNER OR THE ENGINFc-R.
aa SBnEcNA yC�yy py�y 11-f4,ZX: CE/!Z D-N W. C'OAZ /V. C61,-0 ,2E% 97,l'
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i MMENT
IMPROVEMENT PLANS
PRtOVP0 t3Y
NINTH STREET
r Joy rv�Nu 60ArS Da7E PLOTPLAN 95-87
STA, 20+00.00 TO STA. 26+12.00
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179.10 sKY PARK CIRCLE. IRV.INE, CALIFORNIA 92714 orraiN P/PESf sr/?eEt t/GM
PLANS. PREPAR.10 UNDER THE SUPERVIP,ION GF:
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O NO.
COUNTY '?F SAN BERNARDINO IMPROVEMENT PLANS
g., ROAD DEPARTMENT ¢- NOAD NO 593900
00
DE516kEtl. 9Y DRAWN By �.. CNECKM qr APPROVED By NINTH 1 �EET
ral �ZIzo Q Drw DlW� ,,,I "'W FILE. NO
suoalrrtD kY._ ,,...,. �_ �caE ass r. uwYe 'n a=aoacs 6Z PLOT PLAN 95-87 !'i5-97
Pp9 E Y...
R t6ktu N EC A Y P fl E E D / Q
STA. 13+39.15 TO STA. 20+00.00 gt+EETct 2
Tl_n�Tri ASSSY no AB �� LLISSI4NER. u. + - I9are xiivT i C NG ^JEi Hart
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G � C ES ON ORI 1NAL P BAN
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Construct A.C. pavement per typical section:
27,%00 $,F
O2
Construct variable A.C. pavement per typiccl section.
6730 5.F.
OConstruct
12" ci.rb ar.d gutter per Scd. Plan No. 115 (modified) ,
345 ,LINE
O4
Construct 8" curb and gutter (A2-8) per State of Calif. Std. Plan NS-Al.
I91 SIN.'
O5
Sawcut and remove exist pavement.
1
�o2JrO,
OFeather
over and min. 1".
O
REMOVE EKI5T DIKE
-
400 LIN.l
S.B.igied
Construct cone. sidewalk 5" thick per ., Co. Std, No, 109 Type A (m..Q���
Construct -
O9
Construct sidewalk ramp per S.B. Co, Std, No. 110.
1 EFA•
10
Construe! B" to 12" curb and gutter transition.
t
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r- G LIN.'
11
,j
12
Construct drive entrance per S.B. Co. Std. No. 119.
33C8 5
O
14
^_=struct 21"X15" 6:S.P.A. (14,546,5)
i
15
Construct Patch basin per S.B, Co. Std. Plan No. 206 Type 'A` (w= W & v--3.7¢)
I CA.
16"
CONST. CorIM, 021VEWAY PEK IZ9 (w= 2G')
17pNST.
61DEbVALY iZP.MP PEFZ S-R.CO•'STD, IIO CMODIFIED)
'1
G EA.
18
Adjust sewer manlule to grade. _—� i
- EA.
19
Construct 12" A.C. Dike per S.B. Co. Std. Plan No. 117 (modified).- t
qQ 1-10
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ie
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l-7• 91D-`_lNfIGK ,P- -W)'
STD. NO. //0
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NO SCALE
49'
` Vr912/E�5 32
It 6 1— ' I
Wio
L LINE
EX/5 i. Ft. C. p 7.,T �• �EE�c^'�jpy� <JL NOTE !2
---�I 7—,=E eN71H 6TR'E'�=_T
STogT/OlV 304-3406 TO 67HT/ON 3/. 49000
Ai s 32' N YfiP/�S
W - 24'
'
E%�L L NE 0.14 l
1
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N/NE'TE'ENTf-/ 5�EE,' T
5rt,9T/0N ,30-1- 35.37 TA 5yF�T/�_IA/33
6
LEVEL .10 L/NE 3 /14 rye/FTJ 4�1IvI
86,
"
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EX/S:/NG Y.r�l/EMENTS I2 ± I SEEGENEP�iL 'I i �\
O/'EX/ST/A/6 NOTE 12
Fj.C. P. VMT• r t o
I , , oc ICI
0
:ontractor shall verify all conditions ant dimensions and shall report I` N� I
all discrepancies to the engineer prior to the commencement of work: ,� ��` /i,V (�
n � V
i�/1/ T, ,ENGIN E S NG>T/CE TO CO/V 7 Ztd Tp 1 ,
1 r
The existence and location of any underground utilities or structures — c•g+
shown on these plans are obtained by a search of available records. To SEE SNEaT 2
the best of our knowledge there are no e::isting utilities except those /�/�y�%�E�11�7•y m ST1��ET
shown on this plun. The Contractor is required to take all oxecahtiohary 0
measures to protect the utilities shown, and any other lines or structures
not Shc•m on these plans and is responsible for the protection of and any
damage to these lines or structures. IAIp�III ��` � .f M��
�VVVfj.L.:rc
✓. Kt9P .+z:C:E. 2z0/5 GY�TE
BENCH h/IARC PRI=PARED IN THE OFFICE OF FIELD MOOK REFERENCE
R.R vF'4KE IN 'POWER VOLE NCB- J.P !'rhPP &ASSOCIATES, INC:
N 4305'7-7 E IWORTinWESTCOR.WER CONSULTING CIVIL ENGINEERS
NINETEENTH STREW T AND
501 PARK CENTER DRIVE, SUITE 200
q JASPER STREET. SANTA ,4NA, CALIFORNIA 92750 Z REVISED 5.0. LOCAT/Ohl GHB
V Q P UNE (7!4) 547- 8445 l ¢EvrsEn srnt=Wat.ra 4r2r a�Esr
EL. 158505 �z-lO-7B of crry c� A24"'Vwo CU�4mcoA F:e�
14
J. . YAIy nLt c'�7i5 t TE BY DA-M
1, All work shall be dome in accordance with these glans and the San Bernardino County
Standardsand, spccifications.� THe-- STATE D-S"PT. of TPANS.'POQTATION FGaVFICA-ri0ti5,-
P, All pipe lines or substructures of any kind and telephone or Fowcr polea, water meters,
valv=s, hydrants, etc. shown or not shown on then- plans within. the limits of this
subdivis-on or in adjacent areas where improvoment work is to be dune shall be removed
O_ relocated as required at no cor,4 to the San. Bernardino county Road Department,
3. The responsibility of adjusting manhole covers, paving rvpair and paving replacement
in connection with su)division sewer and water line installations will be the
responsibility of the owner, and shall be accomplished in compliance with ordinance
No. 815,
4_ If asphalt concrete is to be placed directly on subgradc, a soil sterilent registered
by the D.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the
manufacturer's recommended rate for the full pavement width prior to pavin,;.
$. Shading on street plans indicates A.C. pavement to be installed.
6. A permit will be required from the State Dup'.rtment of Transportation for ;Yny
onoroachment or construction within their easements or right-of-way.
7, When asphalt concrete is placed on native soil which consists of a rock,? material, the
subgradc shall be prepared by removing all rocks which protrude above the subgrade and
all voids or depressions shall be filled with a fine graded material of a quality bettor
than the native material.
$, At the completion of rough grad7,ng a material report and the proposed structural section
shall be submitted by the tract engineer to the subdivision section of the San Bernardino
County Road Department for review and evaluation approval will be given when all
structural section requirements have been met,
,3. Subgrade stakes, driven to the pavement subgrade elevation, shall be set by the con-
tractor or engineer. The stakes shall be set at all hinge edge of pavement and croon
points within 0.01 foot of subgrade elevation and at not more than 50 foot intervals.
Additional stakes may be needed at warped or vertical curve areas. Subgrade stakes
shall be a:•. place prior to pasting to permit spot checking of subgrade by inspection
personaol.
10. Adequate stakes shall be set by the engineer to enable the contractor to construct the
work to the plan grades.
II. All sewer, water and eras nains and materials shall be constructer- to each individual
lot Drier to paving. _
IZ. At the completion of paving a materials report shay, be submitted to the contracts
engineer of the San Bernardino County Road Depaitmctit listing all tests or determinations
completed to verify:
A. Stability, oil Content and Sieve Analysia of asphalt surfacing.
.3. R-value, Sieve Analysis and San :5quivalont of aggregate bases.
13. Compaction tests of embankment construction, trench backfill, compacting original
ground, and all subgrades shall be performed at To cost to San Bernardino County,. A
written report with these compaction tests shall he submitted to the contracts admini-
stration division of the County Road Department ftr approval prior to placement of
sub -base, base acid/or surfacing.
I.}. Road Department approval does not include water or ,ewer aysten or estimate of guantitier:
16. Striping on 19th Street will be done by Caltranc at the permittees expense. -
I Cl/l11 T Y Me 924`
COUNTY CC SAN, MRWA'ROINO iryipRove ENT PLANS FOR
so,Ao oeRNRTMENT h��RC EL MAPDRAWN BY e9.J. F? APPROVED BY GNED 13Y r9JP. 6 i tS 4255
CKED BY A155T, F� M 52 TT
rOMMeN ay7_z5.M TITLE 5 H E ET
i,�ii N I NEER DATE
NO. NO.
Rpe p NO.
215450
FILE NO•
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COUNTY OF SAN 15ERNARDINO IMPROVC-MeN"T PLAW6 FOR W-0 NO.
ROAD 0E—P.AJRTMF—N-r • CARNELIAN STREET ROAD WO.
DFRAWA 15Y I APPROVaD 15Y 215450
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NO
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LENGTH
TANGENT
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3°5/'49"
2,200,00'
148.35'
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PROFILE
PER
W,0. INDEX
66- 66
_
21 "x 5"C,S.P,A.
0 0. PROF/LE- SCA1_E
m P1, S/ r1';E PROTECT HORIZ
h a 11
o Qa
34 35 36
CO/V.STRUCTION NOTES 4 QJAAITJTY ESTIMOTE: /9-- STREET ONLY
(D CONST, A.C. PAVEMENT P5R GEN. NOTE /5_ ____--__-,______ _________--__„
O-[ONST, 12"T081C,F, TRANS. CONC.. CURB { GUTTER OER STD P1AN /V° /I3 4f0p1F1,FD PER DETAIL_,. -
G—CONST. eC,F, CURB BU?TER TYPE A2-8 PER 05p7. yrTRANSPORTAT/ON STD PLAN NB -A_...._.-_ 299G.n
5O--CoNs7,, COMMERCIAL ORI✓EWAY PER 570, PLAN N° 129 __•......__.-.,_...__._ .., '+92 S,F
O--CONST. S/DEWALIC' PER STD; P% 4,. :_' '09 TYPE "p / 1765 5-F
O I I II I—CO,^IST. S/n6WALX ,TAMP P R STD PLAN N' //0 a Mop ______„_- ,-___._.--_
W I g R-MOVF_ EX15T. PAVI1: .------ ................................. _._. _..... . _BOOO B.F.
I I 11 REMOVE EX/,37. CONC. C41R8, _______.._._.....__. ....................................................................
-'•
ai
l
',O4-RELOCAT5 Bk7ST. POSTS 0 TRAFFIC SIGNS.......... ............................ .................... ............»__.. -
NI6'6��I 15 REtOC,ATE EXIST, F/RE' HYDRANT ASSEMBLY .-_.•_. __.--.-__--__—
I \ _
1� 6S5 �\ lfi ADJUST. WATER VALVES TO FrRA.D.S..... ....................
_... ............ •.._......
GRADE1? ADJU5T. TELE NONE M. H 'O __.___,_..........................._... -
20/—CONST. F,RE HYDRANT ASSEMBLY-------------------------- -----•._----.__._.._....... ...... _...................... _ 2 EA.
4 8 pl S.a 52,85 ¢ P./
,'I 6Bry 33r54.2I - /9 r .STREET
1 _ R/W
44' .1
., --
15
N
►3� ' /4' ` /$ R/W P,�Q CS.ti_v IMPROVEMENTS
-
r.;�.�=CEG ,M.dP 42=5 VARIES !4 34' v.E.' 1
17 VARIES _ _•
I _ II,
IJ j OVER VARIES •r¢'-,30'
� w � FEATN.ER
pI I II l V6L_ 1NE1_ S
E r4
lam- CONST. AC.
GAPCN941AN STREET PEMOYE 'RtFiACE_STi2UCT/�L PAVEMENT PER
1. .SECTION F'E.F PARCEL IW4 9Z I�'
- ~ aim ,Jr,i
2 SEE SHEET / —`✓r N. NOTE P_/� ST✓. i.ti��
2.zi IMP.POdEM-N% PI:tJF�S. �„f.. - N'✓. i0� i rr "i u
pW CURB 6' Gl/T?ER TYPE
A2-8 Pf.R DEPL OF
TRANSPORTATION STD
F1AA' N 6'-A.
TYPICAL, SECTJON
19TH 6TREET
NO iSC'Al E
FIELD BOOK REF,
visl0n
�`UNTYOF SI-+N )~ERNARf]LNO
k �- %D DEPARTMENT
DESIGNED. BY I DRAWN BY I ''Mi1ECKED BY APPROVED BY
W, A, M. M, H. Lf, D. 1A.
SUBMITTED BY C.D.E: ASSTCOUNTY ENGR-ROADS DATE
RECOMMENDED.IIP,PROVED 3'
W. O : 110.
PLAN AND PROFILE OF
19T-" STREPET ROAD �0.
STATE HWY :30 FlI E No�
WE-0-1 OF CARNELIAN STREET B6 _ 51
INDEX NO. " d SHEET 1. of 1
1
1.9
a
�,
REDUCOFD PLAN::
...- 0
:+ ; , o s , .L.siLi.� t-t. i yell } >_- u.�1.•i,i u.
F -3 INCHES ON ORIGINAL P—,iN g�
'