HomeMy WebLinkAboutRc St Improve Plans 149/1 Thru 153/1 149/1 150/1 150/2 151/1 152/1 153/1lulu-1 � x c lmprov clans : l y f, l cnru 1� f 1
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SCALES U2107I".-
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ES T i11ATE OF
QUANTITIES
GENERAL NOTES
f.
A.C. PAVEMENT~ D: THICK
4325
S,F.
I ALL WORK SHALL BE DONE Iiv ACCORDANCE WITH THIS PLAN , STATE OF CALIFORNIA,
2�
TYPE AP.8 P.C,C, CURB
324
L.F
DEPT. OF TRANSPORTATION, AND THE SAN BERNARDINO COUNTY STANDARDS AND
SPECIFICATIONS. CONTRACTOR SHALL BE FAMILIAR 11,1ITH AND SHALL BE RESPONSIBLE
3.
FOR ADHERANI;E TO THESE STANDARD SPECIFICATIONS,
4,
STD, COMM"RICAL DRIVEWAY
910
S.!
P. SHADING Cif STREET PLANS INDICATES A.C- PAVEMENT TO BE INSTALLED.
5,
EXCAVATION AND GRADING
LUMP SUM
L.S.
it ' MATERIALS REPORT SHALL BE SUBMITTED TO THE
t\I
grade h&I A, lkcepf c/rawlw49 ° I OT _
Colv,e TYPE k
2.8
r-
�'aw��7`tx�sf Pvm,f
I�
�W W
� Iq 0 hu
��DOTHiLL E1v!/LEVA 49
Ekzs —ty Quarter Sfvi
L.�Exist. N'LyMcaidn Stripe
t10i -_� �i lh �`� I P t-xi t. 5'Lv Ivledlan Stripe
1 7P-1,4Z T/oN
,� �i7.VOE �NLY- � T• `�
ss'vA w BE" o/w
oPasEn 2% oNSTRVtT CerrrMERttsiG
DIQIv6WA,Y PER S.�4G.T.9, STlJ.t29 I lo'Min.
�E.P STFs'1,E STGS. axis z 6 � _
EmSr•.t JS' r.�J•tiRTc R'�IRIPE I
o AT THE COMPLETION OF PA Ir1G, A
DEPT. OF TRANSPORTATION, STATE OF CALIFORNIA LISTING ALL TESTS OR
DETERMINATIONS COM LETED TO VERIFY;
(A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGR+_GATE BASES.
(B) STABILITY, OIL CONTENT AND SIEVE ANAL! SIS OF ASPHALT SURFACING,
4 A PERMIT WILL BE REQUIRED FRCM THE STATE OF CALIFbRNIA, DEPARTMENT OF
TRANSPORTATION PRIOR i'O ANY ENCROACHMENT OR CONSTRUCTION WITHIN STATE OF
tJ� CALIFORNIA RIGHT-OF-WAY.
�r .5. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILANT
�IP.I REGISTERED BY THE E.P.A. FOR USE UNDER A C. AND F.C.C. SHALL BE UNIFORMLY
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH
PRIOR TO PAVING.
DO'Di 6 At_L PIPE LINES OR SUBSTRUCTURES OF ANY KIND (AND TELEPHONE OR POWER POLES,
WATER METERS, VALVES, HYDRANTS, ETC,) SHOWN OR NOT SHOWN ON THESE PLANS
0� WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT
�O OG WORK IS TO BE DOE SHALL BE REMOVED OR .RELOCATED AS REQUIRED AT NO COST
ILO TO THE STATE OF CALIFORNIA OR THE t•W� 7'r tit SAN BERNARDINO. IT SHALL BE
THE OWNERS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED.
4� 7. THE APPROVAL OF THIS PLAN DOES NOT INCLUDE THE ESTIMATE OF CUANTITIES,
B. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY
W MATERIAL THE SUBGRADE SHALL BE PREPARED BY REiuOVING ALL ROCKS WHICH PROTRUDE
ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH
A FINE uf?r1DED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL..
W 9, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING
cruGINAL GROUND, AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE
::TATE OF CALIFORNIA OR SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE
V COMPACTION TESTS SHALL BE SUBMITTED TO THE STATE OF CALIFORNIA, DEPARTMENT OF
O TRANSPORTATION FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR
SURFACING
aremen
32'-Exi f Pcvemenf SAN BERNARDIi%J COUNTY SURVEYOR DATUM.
5' BENCH MARK 10 ESTIMATE OF QUANTITIES S PROVIDED BY THE EJG:NEER ONLY FOR THE CONVENIENCE OF
2/. er FeclYe. J2' — /3'' �' THE DEVELOPER. THE CONTRACTOR SHALL MA?tE HIS OWN DETERMINATION OF
_ CONSTRUCTION OU^•:,'afITIES BEFORE SUBMITTING A BID, ANY ITEM OF WORK RECUIRED
t2°� �1�Q4fi1�� efl76 �LJ?,is IslasOilaPerf°` B.M. N0. 1-12- QUAD. 341173
-� f BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES
rG6 f�d9L� '' S _ ,- ?� SHALL BE CONSIDERED nS INCLUDED IN THE OTHER ITEMS OF WORK.
G'cln/s/ 7y. ,e 42 BRASS PIN IN N. W . CORNER DAY CANYON
c..' Cenerci rt/n><etba._, ' TG e Sfandmds. BRIDGE ON FOOTHILL BLVD. S.E. CORNER SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
o- OF SECTION 6, T.IS., R.6W,
Contractor agrees that he shall assume sole and complete responsibility for job site
Fevi/ier ><o rnce ea/sin -_ �" - conditions during the course of construction of this Project, including safety of all persons
ELEVATION: 1207.305 and property; that this requirement shallapply continuously :and not be limitedto noimal
xi51". ht .'df3n5tri�cs 4•7
'' �•�
60'
tJ
T'YP/CAL /-L4LF .5'ECT/ON �y
14 OOT,1//L L z301JL EI/A.1?Z7 `J
sc,7,,s: ,yoev : / ,I - to' ,
l/cr1 /"- ASSnr,l TED ENGINEERS FIELC BOCS�R _
316 EAST "E" STREET
ONTARIO, CALIF. 91764
714- 986-5218
R.C.E. 2I tci4 DATE ARK
t
I 1 1FF
i 11
RE'VISI:';S
COUNTY OF SAN BERNARDINO
ROAD DEPARTMENT
Designed By APaRO`1ED BY �
Drawn By NSIO
la • 30-
Chocked By �' ASST ft0 i62S510 ER-EkGR:. DATE
Racomme da'!, By
APPR DATE AL M- CI Y_ o EEft—� RCE27 aB9 �€
working hours; and that the Contractor shall defend, indemnify and hold Fw, Owner and
the Engineer harmless from any and. all liability, real or alleged, in cannectiot, with the
performance of work on this Project, excepting for liability, arising from the sole negli-
gence of the Owner or the Engineer.
IMPROVEMENT PLANS W.�O�� No. 149
M. S. `J117 8 - 0117 ROAD NO.
FOOTHILL BOULEVARD - SO./SIDE
972 FEET WEST TO 1296 FEET WEST OF FILE NO.
OF RROCHESTER AVENUE.
Rancho Cucamonga California SHEET of I
7,5-Z�
30X
REDUCED PEAKS
0 1 2_ 3
LLI-4,i..I
3 INCHES ON ! 41GINAL PTAN-
0
1
Im
r
1, a� Na �r, � q' d .- FIELD BOOK REF.. � COUNTY OF SAN DERNARDINO W.O. N0,
l X/STIiVG ( of �^ ,,10 ``. 'THOMSEN EN(aINEERIwe� (NG.
l I �, I b 5 w�,vrr1E a�VD. - - ROAD D DEPARTMENT h1-A;N PROF -)LE I LE OF
Y_ n ri _ l la � C 114 E. ,_h a � F
48 C.A. P. /6 cA. �/ x 6 C0,4. �' l m Q 4 °1 i u = ROAD NO.
�ti N m �} x•Y SCALE 40 WHITT1ER CALIF. I
Q I a i C h vl R BY - APPROVED BY FOOT H I L L BLVD.
DESIGNED
blil• 0538 DRAWN fti.
�t i�--=_ 97ETWIEEN LIMITS
SETA l L _ m h CNECkED d A55T. ROAb LOMM15510NER-W&P- DATE 99 _ I D I
�_ �,
N M �, R�. 0 N -NN:p Eo BY RAM ON A AND TURNER
5CAL>E ; / u = 20 ❑ ❑ ❑ ❑ � ❑ G 2Ad 'yr,.Sli t , crcce�
_ 2 •!/ ,gyp IZ E S MARK REVISIONS AF'.P1. bA7F 1
GNtF. DEStG E'�t Gf EER COUNTY ENGII�IEER. BATE` SKEET O�a_'
3Q X
REDUCED PLANS
0 1 2 3
3 INCHES ON ORIGINAL. P,AN-
11
1
R
I
GRoUNP / J, f
60,
/205 N 1905'
a �_ --•--- --' .� - ��� �-' �, ! a 1; 15'-ZC; SEE PLAN 7
- - r - 7_ EX/57 ZPOE EX157 PA VAR/E ' 2/ 29'
(�! I ci LEveG LIN
n a/= PAV T• &RAnE _
of CURB . __ _ _ _ - - _ �
10 CONST ¢"
P. c,C, S/DEW,dLF
12055
cON�r A: C,
GOliERLA'r PAV'T. CGiVST PcC.
� H o —�� CURB f 2¢ "GG/TTE,e
�o F(�'TUC''E CX/ST. h'ADE
1200 i`Y'P/CAL SECTION
� o � � L B L !/D.
j FiN/sh' GRAr�E o y ,<ur, URE Tom of
6RAUE
65NERAL NOTES
ALL WORle ,5HALL BE 001VE /N ACCORDANCE !N/TH TyE,SF
'� N PGANS A.VD THE /9�,- REV/S/ON OF STANOAROS ANO
SPECIFICATIONS OF THEC'N�I COUNTY OF sin/ BEPDINO,
'
-- �—� 2, A PERA11T FROM THE SAN BE IVARDINO COUNTY ROAP
WILL S - REQU/ED I-R/OR TD/200 /200 OEPAKMENT i HE 3E6I1VNI1,16 OF ANY MOR< OR C01,157-RUC77/01V WlTH/N
GiROUN'O s. ! THE COUNTY RIC114T OF WAY OR E'A 5EMENT.
3. A PE-9M/7-Rolt-1 STATE PIVI,5/01V OF HIGf/WAYq WILL
BE REQUIRED PRIOR TO ANY ENCh'R0ACIHMENT FOR
PROFILECONSTRUCT101V K//TN1/V P-00MILL 8LV0. NIGHT of WAY.
4, ALL RIPEZ-HIES OR SUBS7-RUCTURES GAF ANY f-/NO ANO
ALL TELEPHONE OR POWER POLES, WATER METERS,
✓ERT o v VALVES R HYDRA, TS, IRRIGATION 5TR&C'7Ui2ES, ETG,
-__ - .9-._ _ ___ _ __._ O_ _ SHOWN OR NOT SHOWAI OA1 fIESE PLA VS AND I-OCATF_O
-. _ _ _._ ___ _ �_2�_:_�____._ __- - _._ ___- .. 2.4__ . __.� _��- _..._-.---�_ __��.25_ .�___� v .-_-----�__�_.__ _ .26__ __.__.. _--__ .__�__.�..27__.. , ..� _ __ __.. _ __ _ �_.28__•__ _ 2 .3 _ T
T R=-
AMC) /A'T(EA/NG
C0VRUCriNrE:W/TIN AREAS TO BE /M�ROVEG
4 Z" 5
WITH COWF7-RUC7I0N S171ALZ BE' REGGC4TE0 ,47` No
R'l�2rr 5D TO 5E5 A,ELOCATED C057' 70 SAV LjERNARlJ/NO GOUNTY) /T SHALL 65
THE OW E.R 'S RE,5R0YVS/P /L /TY TO NOT/FY ALL
20 TO BE ADJJSTEO AGE/l/Cl S CONCERMEU,
` TO NEf�t-1 GRADE
' F ° ' 5. CoMPACT/oN TESTS of EMBANKMENT CONSTRUCTioN,
3] TO BE REMOIYED TRENCAI SAC/:FILL ANO ALL SUB0RAD1:5 SHALL BE
�' PERFOiC'MEa� AT NO COST TO SAiV BERNARO/NO
TO R,5-MA/N COUNTY/ AI D A WRITTEN REPORT SUBMITTED 7-0
r THE CONTRACTS AOM/N/S, RAT101,1 PIVI,5/0N OF THE
4¢ TYPICAL SECT101y CO�.•NTY ROAD OEPARTMENT I -OR APPROVAL, PR/OR
_ a
o CURB ry OUT TER - TYPE A To M.47'ER/AL AIVO / O,?
� � FuTUreE �: � 1 � SURFA c/iVG.
6, ANY WORK TO BE OoNe ON EXISTING WATER LINES
AND APPURTENANCES SH,4LG gE /fE,RFOf MEO er
J EX. CURB
NYA yes ° T,4/E G'�cA MONGA Go. wA TE�e D/STRI G T:
EiL' A. PA 'TFoo '0, 'k �'eL VO.h LIE G E NO
Q 22 CO
23 2¢ ZS 26 _ 2'� 27 _ 2 5 p NST.
POC. CU/2B � GL/7-TER PER STD, DWG. /IS
T --- - - _ —
SEC. /E —1�— 4 COWS?- PC.C. SIDEWALk`.l PER STDDVG, ri9 r 109 aFEATHER TO 101AI Cmae
�lIV, V4 41e 5;c- I r
CoNsT. 3,"A.c. RAVENIE//r
COM5 '''PE' '4 a CATCH BASIN '�("= lO PER 57"D. OGUG. 206
D
3 l� 5 CON5T. LOC4Z- UEP,k'ESSION, TYPE B f ER 57-0. OVV16;. 203
2 CORB DATA �;( l j D�9 I i CONsT' A.C.OVERLAY PAVEMENT
O'
EX: CN. G/RR/ G. L /NE °' A 90 o/E'¢/ " ! ((� BENCH MARK
ASAN00NED. CRUSH cUcAM06(6A CO. V �a R = 30, of I 1 1
/N PLACE WfITER PCin 7- _ 30.1E ` I 11 + J i CORNER OF FOOTHILL TURNER, 0-6 MILES �7 CON57. 2 z" A. C• I'AVE.ME/VT
L - 47 27 I'll 1 11 1 88' WEST OF MISSION W1&'Ei?Y N.E. COR/VER OF
FOOrfIIL1_ O` TURNER ON CoNcRETE 23RIDGE�
T t 8 CG7�t/5T. P, GG. GURB ` GUTTE�2, PE�C TYf? SFCT.
(JL5-32 32P 112r CNI5EL,EP o/ MAR1<Eo „FC. D. B.M. #/9.
I I) EL El! /207. 86
yj
� 1
of 3
h
THOWEN ENGINEI RINGS INC.
FIELD BOOK REF.
IG145 E, WNITTIEK. 6LVD,
SCALE If 40' �Z
WHITTIER G,ALIF.
I I
69! 06.38
70 F-C.E 8'L44
MARK
PEVISIONS
APPR
DATE
Dw&_IJo. ISO
OWNTY OF SAN BERNARDINO I W. b. No.
ROAD DEPARTMENT PLAN PROFILE OF
ED EK AFrF4VEb BY FOOT H l L L B LVD. ROAD No,
1 BY ;
r � ¢ ee-r a::N UMIT5
ED 6Y= A55T. ROAD. COMM .1551ONCR- ENOR.DATE 99- 101
1�oE D�BY lRAMC'NA AND 'TURNER:
vu1�q gR7,1�gR .COUNTY ENGINEER DACE SHEET 2 of Z
i
ti--
30X
REDUCED PLANS
0 1 2 3
Lr_t 1,.1 1, 11_.1 _t1 r i I r r4 "
k--3 INCHES ON ORIGINAL. PAN -1
w
1 It
1210
Top of Fulure curt- X u
-0.39 f-0.2090
1200
1200
5
Y
f�
I
I o
;0
p N.B9°J6'03"E
T. /S.,. R.71V S.B.M.
ZI
o'
Tap of fuf4're G`Urb
-0. 20 %
L Existing Edge of Pave-menl
9
CEx/'s;. P2vemFrnf Z5'= No/-/h of
6 7 $
0.°
QL
r_ Q
pN 'h QIM � Z` •� E � HJ Vl d
,m Ol •� � L Y�I� � aY y -� y, m h Z3
n R t\ln
70.5i' 125.54.' -v
T
6 I
y o oa• I ��� V I ,�� Sw°
FOOTHILL
9
a
_L
O F I
SCALES vERIT I°=4e
10 11
KI
L. A 114
SCALE 1 40'
12
13
I2 Convdu.Yd e lerin�- !I
group 3uy anc. II
ti
M
�
I
I
h
a�,
�
m
pPr r>eesza E _
q guy anchor z- 1
I
1
1
i
1a
y
-UndeigroundTe%phone Canduid
,�—
- "�-�_
881z9119=w..
BOULEVARD
IV. o
1 �Const. 3 "A.C. Paiemerzt N 89P/9'07'W.
.. P of Sccf/on Z
,0,:
J
Yq 36'
Feofher over r
Ex%�f Pvm't j i Fu/✓re surroce
7'--_ — 1
Q. 1,{'_s- 'Exis; ing A.C. Pavemen/
jv Coost• 3" A.C.Pavemenl-Sh--ightgrude fi—n 'opt iAl edge ofgutier
"-consi p.CC Cb,S Err. perSfd #A2-8 I
I ins/. 4"Thick P.C.G: Sideuro/k
co TYP!CAL SECTION - FOO'THILL BLVD.
BENCH
MARK#
U,S,G.S. Monument in
P.C,C, Post 1,5'
South of Fountain in
Front of Old Winery
at Haven Avenue and Foothill Boulevard,
stamped 11H44, 1938,
1206".
—`•
�� , O
Elev,- `.ion 1207.67'
,
gg
�,Jt
O
1210
1200
1200
GENERAL NOTES
.•ill work shall be done in accordance with this plan, and the January,
1971 California Standard Specifications.
2. A permit from the California State Division of Highways will be required
prior to th? beginning of any work or construction within the State
right-of-way or easements.
3. All pipelines, conduit., or substr—tures of any kind and all telephone
or parer poles, water meters, valves or hydrants, irrigation structures,
etc., shown or not shown on these plans and located within areas to be
improved and interfering with construction shall be relocated at no cost
to the State of Cal4fornia It shall be the owner's responsibility to
notity all agencies.concerned.
4. Approval of this plan does not include estimate or quantities.
1 W
Y
—ESTIMATE OF
7"11--1c',
lT 1l e IJE:'G�r7PT CJlt1 QUA1t�Ti l�d�iiT
_ _— _-
/ r%Gri�q ord Site �reoara�ivn T /amp sum 1 L S Includes removals w
- _ _ _ _..
2 xcavotion and Grading
- - --
t a Trir'ck A C. Pavement 2 000 S F.
d
I li
st h1/areob': /r„ckness A,C.Over/ou
�P. C.C. Curb Cutter , 8"c. f. / 2Q L F. Exclude curb t�crass drn s
_ _ 1 l W
6 6" Thick P. L.C. !'.--ive Ao,OrOaC17 ,960- SF, Includes curb acoss dries
7 4"Thick P.C.C. Sioetua/k >,'20 S:F. _ _ h 10�� II
-j . -...
- 11:00TN/LL BLVD.
r VICINITY MAP
Sccle !"= So0'
E� �9 > d f+ R(Uf�FC711`li! j�4n� O• (J
A) aEPARTMENT �
_
1. NTH' Ri, - , `A.L J4 7'` 1 _ a/ I >.L' t4'
7r �y p b FROM 658.,95' EAST TO 85f1.00' EAST OF
t Y P J�7�„ �'?t, 4 �i .. mm,� JAY ,.•......�. ......,;,,,,,,,,,;,,,...-...�
_ '••-`-- ,•"' . � 9..7/TURNER AVE„ GENERAL NOTES, Tl'PIG.4L
SECTION, VICINITY MAP, QUANTITIES f
,... .J. .2i....��—.._...._.
r_=4 CUCAMONGA DISTRICT
_- �R�
,care I---=�IsW�� CDG�'E � v .._ � r Fa
.�.ec�.m.��.mr��w.,,..rm.w. �.K<�.e.�e�v,.+c.w�c.+x�c-a•_m...�as.�r.»,..-�_.w.cr.�o��: r.� _._ _ ..•.-,,�...w- ,�_...... ,: ••-- _.-ar.�e,rss;�ru,.--_.,�,+w�:e�rs..m ..._T. r ... ,.....--, �.-; ,....--,._ .. ..�,v,�.n.-mx..-�•um;r-c-A,�.
30X
REDUCED PLANS
0 1 2 3
- L.LJ-1.Lt t 1 i Y Y I
--3 INCHES ON ORIGINAIL P-Ai'.
��u..L.LLJ�.
I
�\O Otn7
CM
8011/c N A
N, 'J�, J� I , - J, A
It Q� In
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P/"L 33,77
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_7`efnV.
N51,
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_0. 76 1-5/
-7
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0 y NNEC r10/V
7 F M_ F RA R �%O
t4l�
I�J
70�0 "5,0 41�71-1 C41 i�e_ 081,01"
I A
A 4,
4
Fx
rdo N
J
0. 90 VC 31.37
on. Curb I
<:
190 1VC
F/, 33-77
C H KA R K �j S 8 - 32
13,a� D15,14- (2"DIAM). AT 50UT (,As*r CoRiiErz
Ve
7, 19Tk STREET AT EAST E 2 Ly
P_ 12 Y L A v-s- - _A_N D
Et! D or- CLI 1Z 5 R ET U Z P t: Z ' W EST I- P- LT -
F
E-L EV. 152.4.70
16 17
12 14 15
CLIR Vf 9,4 r,4
/.0' 07 (a All ivorlz, 5hall be done in accordance wi�h fhi5 plan and
5fanclard5 and 5peclHcaf(ons of the Counl-q of Sqn bernar-
>1 (-b Rz 280 4= 57.4.3, 7-r 28,81' d ino
R � 3oo 4 _- r, i. lo , r= 3 o. s-6
Cb 9 = 318' 4= 64.76 , T- 32.49' 51, (6) A perrni� from the ban l5ernardina Courit_4 'rransporfaHon
I.,
131-3, '),epartmen'r will be re uired prior to the beginninP of ang worl<
Ae County riqh� of wo� or eas�ement.
LLJ or construcHon within
22' 22 1' _j 0
CURB RFF DArA 13.51 14.0, . I =) 0 ( C) 5treet markers per 5on f3erilardino Counf� Standard Me 303 and
Q) a '90, 08, rjo - z 305A, shall 'be consl�rucfed at each intersecHon
2 20'
v (d) n1l p(pe lines or of onV vind (and f2lephone or power
tyl L 31.4C >
waterme!I'Lers, valves hqdranf5 efe ) 5hown or no 5hown on
0 -5 / ?
r= 20. 0S the HmiTs o
fh c� : e f ks d2�elopmenf or in ad'acenf
Ions Wj'
f vvork is to be one 5hall
areaspWhere irnproVernen be regoved
%Yli - ar re I c �e as required at not cost to fhe Son r3erriard(no County
-rra n s p -:)arfrnenf ; it 5hak bs fhe owners responsibi -
rta lon DL
Lif� t no ifq CIE -gencies concerned.
FILL
C� (e) "When asphaliConcre�e is placed on ria�ive sail which consists LJ
11
37.44- ?d by removina all
a. rockU maler(al iho 5ulagrade shall be prepar,
3 -
WIP 37.0 -zicl 12 A. C, D !/,�a -proirucle above +he subgrade and all Voids ord-opres-
It - . f rocks whi'ch
'Q, 3 6. TTF\
1per 111iod. 51d. 117 sions shall be filled vvifh a fine graded maleri-al of a qaal;t�
C5 e ar an e na Ive ma ertck
�kj 5.
Adequate- 5�akes shar" Jd set 4 the, engineer to enable the con -
he work the Talon grades.
z fracror to consfruc, T
r rade 5[akes driven to the pavement 5ula-grade elevation 5hall
65 P-,, Is P,
z 6� the contraolor or engineer. I'he stakes shall be sef at all hinge,
cue1_1, ;ej.-r 0.4rA < edpF of pavement and crown points within oxj.foo� of subgrade Pete, -
A _- 8,9 ' 52 00 " 1:1 I� va ion and at riot more than r7o foof intervals ��ddihonaf 5fakles :ray
0 ka be narded at warped or vertical curve areas.
0 or 20' _j
LLJ 5ub-qrade stakes, 51hail be in place prilor to pctvt'ng to [) 2 r rn I f 5 p o l
0 GARDEN S T R E E T L -- 31. 3 7 Q _j checrZinq of sub -grade bq inspection personnel,
3�; r= 15. Y5 LLI
(h) qll 5ewer
z I clas and W06 mairz5 and laterals nihall be cons�ruc�ed to
W each inaivi'dwal lot, prior �o poving,
>
4 l4ecl to fhe Compachan tests of embankmani construcRon frenck backi'M compac-
U, LU (j)`nf Jhe coniplet�on of vin.9 a me eric fln original qrounct, and all 5u des 4aii be perForme/cl af no
W /9 1 -fi-onsporfafior) D
Confracfs Enginecrof fg a its repor� 5hall be subm
c 5an l3ernurdino Counfq eparfmient ccj 1.9 rT
0 4— 4' OLD RANCH ROAD LiStin3 all fes�5 of olelerml naf ions cumplefed f�) ve ri F� to 5an Berlhardino Counfij Lori ten report with these compac-
0 w ALTALOMA D R i fion lests schall be submitlerl to the Contracts ',qdmtnisfrafior7 Dfvi5ion
> W
W > 12- value sieve anal�si5 and 5anol equivalen' of of fh!a Couniq 'r-ansporfaflon Dlepartment for approtial) prior to pla-
> cement of base materials and/or surfacing
< aqqreqa�e' bases,
,V, R1W ?/W. 0
_t Sfabilif�i, oil content and sleve anniplis of
12 b)
asphalt 5urfacing
ST.
4 13' G A R D E N
Dwc, No. 152.
W. 0. No.
0. a 133 a go' 0.64 0.9i 0.56,1
HEATER T OLEEN D. MIURREY C.E. F41ELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS M.5. 76-0/.88
ROAD DEPARTMEN"I' ROAD Not
P25 E. GARvrEY AVE. SUITE1C" I I GARDEN STREET
1k., 11A 19TH Desigged bq APPROVEDBY
STREET 37,5900
Fulore
MONTEREY PARK, CALIF 91754
0
F14�
e ap,
5/ 'de W a//? 2s��-8992 2es-7911 Droturt bq g2�g� C. H E LLMA N AVENUE FILE NV.
rE over �_F,1141,'.3 Carb Paller Che&ed 64 ASST. ROAD COMMISSMER ENGR DATE 32-93
'IN Pecornmended bq TO
V I C I N 1 T Y MAP 71,-717C IF— 134 FT. EAST OF EASTWOOD AVENUE [SHEET I OP
" '\11- -a --rY ENGI NEE
TYPICAL SECTION NO SCALE REVISION Luu.4 R D AT El
5 CA L. r-- W 10', V- 1 *�_-4! GLEN U.MURNF-T W.9;,h,V0'
30X
REDUCED PLANS
0 1 2- 3
i.... 1 . , I 1 1 1 1 1 I_LLLLJ��- - I I t I I I
I__3 INCHES ON ORIGINAL P-AN- d
I
CONSTRUC710N NOTES
t c,)l struct a A. C. Pa vement o er so/:Is Report 8 Genera/ Nofes
2 CO/75t7-UCT R CC Cllrb e 9U11er per Std. �/16
3 COIIstrUct RC.C. 51o'ew0/1- per Sto.' #/09/ Type B"
4 Construct S1b1&Wq/k Ramp per Std. "ILO
5 Construct Side Walk Ramp per Std 41103
�, Construe;` P.C.C. Cross Gufl<er per 3/01.¢//9
7 03,7struc1 34 L.F. 5td Barricade per 510'#305
30' 30,
1 �
yl 10:50' /2.S' i 3.5` 5.5' I2,S` 10.50'
4' 4'
,
(
r
- L/NE 5LOP -�
=y_L
SL
L�
OPE - —
"•
F
TYPICAL SECT/�i 2
3
1015
/5 /5
1015
O
v C
C
W �i\
ExIST ORD. @ N. /
= t•
GRADE @ l0`Yo TO DAYLIGHT 3
TOP OF NORTH CURB f
4 ExfsT.
GRADE @ l0 % TO DAYLIGHT
3/.
w ci
O V
\ Ij j
7,40°Lo m-u I�
601 V.C.
Q
^ ,
(P.I.I4.03�
4i
ro
Ln O
!
00 -
0� -,q
to
k C
QQ
T: f• 5--,
TAN. GR.
TOP OF 50UM CURB
EXIST GRD @
U
SOUTH 12 (4
W
m
n
mb
t\N
`
�w
rF
ro
1541.
mm
PROFILE SCALES
HORIZ - 1`40'
OO
VERT. - P = 4'
g 0 V. C.
r P, v
y.
2 \
/
PLAN SCALE
/<' =40'
C ,,78 RTN DATA
ur)*I1'05"
R 20, 00'
L= 31, 48'
T= 20. 07
zt
1
! e
ALVU57 S. - C- 7 n
i
/10 /O
/6 /O
N N 'Ntl \Ocy. /6/0
N �
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ai4 A14
Q
to r
4'
I IT iE I1 i�P
u
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IUL—i
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(I�
ED Ih1PROV
PROP FILE NO• GG.
h+
ROAD ND 733500
I
�
14
1 ti M
IBC
JOIN PROP WALK
a C.R. f
ss �3
7c 6 ;,oy
gip.
tQ
V c a
mW�y 3�y
19'
K
U
m
vi a
_
5
EST/MATE 0f QLIANT/T1E.s
L 4010 BF
0, A.C. /?A -/JT
2• Z/Z LF
iO"EGG• cURL; 4 le"GGTTER
3, 50 LF
PG c. GU.Ca oNLY
4. g$4 sF
g" pcc. cuss-vurTEe
5 1500 SF
¢`�G.c • S/L76WAL,<
a. I EA.
AZ7J115-7`ST.G- 727
7. 34- L.F
L3 4 e¢Ic4L
B• go LF
30"h✓/IV. F//GNP.C.C. dLCG.0 Wf1LL
GEiVERAL NOTES
f, 4LL WORK SHALL BE DONE' IN ACC7)RDANCE WITH TH(S PLAN ARID THE COUNTY
OF SAN B€RIVARDI.NO 0 C17Y OF RANCHO COCAMONGA ,STANDARDS Fr° SPECiFICA TIONS
BENCH AIA RR ATA-
2 SEE B NCH MARK # 8-35 QUAD, 341173 ELEV 1618.560 (AD ! (0-1975): I MILE EAST
ALONG /9M ST. FROM 641CLID AVE 0.51Wrcc.> K'%O ✓`APPHI,2E sr ACROSS FROM DIRTROAD
To THE NORTH E 8o 1 S/o 19 rH 8T. A DRIVE PIN IN CONcRtTE ,HEADWALL FOR 18" CuL VERT.
3 COMPACROf' TESTS OF EMBANKMENT CONSTRUCTION, MWCH 64CKFII4, COMP41'TEJ
ORIGINAL- GROUND, � ALL SUB-GRAOES SY4LL BE PERFORMED AT mo Coal* %O THE CITYOF
RANCHO CUCAMONGA, A PRITTEN REPa7tT WITH THESE COMPACTION TESTS 3 "1LL BE
SUBMITTED TO THE GT), OF RA'ICHO CUCAMONGA DESIGNATED 1N5PECT0R
FOR APPROVAL, PRIOR TO PLACLIVIENT Ui BASE MATER1,445 AND%OR SURFACING,
4. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT E` THE PROPOSED
STRUCTURAL SC ,DA( SHALL BESU8,,Wr7ED BY /EIE TRACT ENGINEER TO THE
CITY ENGINEER FOR REVIEW ANO EVALUATION,
APPROVAL. W14L BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE 8EENMET•
5. ALL WATER, SEWz=R 6 GASMAINS E LATEA•ALS SHALL BF. CONSTRUCTED TO EACH
INDIVIDUAL LOT /RIOR TO PAVING,
6, "AT THE COMPLETION OF PAVING, A MATc P/AZS REPORT SHALL 8E SUBMITTED TO THE
CITY INSPECTOR ,LISTING ALL TESTS OR DErF.R4111NATIONS COMPLETEC TO
VERIFY:
c�) R -VALUE, SIEVE ANAbYS/S 0 SAND EQUIVALENT O,FAGGREG4 E F3A5CS.
b) STABILITY, OIL CONTENT SIEVE ANALYSIS OF ASPHA47' SURi ACIAIG
7 IF ASPHALTIC CONCRETE 15 TO BE PLACED DIRECTLY ON SUBGRADEr A :3011- S7ER11 U17
REGISTERED BY THF. E.h 9. FOR U5E UIVDr-,4 A:CC, E ROC. Sh414 BE YNIFORMLY
APPLIED AT THE MANUFACTURES RECOMMENDEo RATE FOR THE FULL PAvEMENT tf/oT/I
PRIOR TO PAV,:V6..
8, A PERMIT FROM THE CITY OF RANCHO CUCAMONGA WILL BE
REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION MIRIIN THE
CITY RIGHT-OF-XqY OR EASEMENT
9. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (AND TELEPHONE OR POWER P4,55,
WATER METERS, VALVES, HYDRANT'. -TC.,) SHOWN OR NOT SH[ NN ON THESE PLAti_
Lv/THIN THE L/44ITS OF THIS DEVEL0,9WENT OR /N ADJACENT -IREAS INNERE IMPROV_-
MENT WORK 15 TO BE DONE SHALL BE RE44nVED OR RELOCATED AS REquIREO AT
NO COST TO THE CITY OF RANCHO CUCAMONGA IT SHALL
BE THE OWiVER'S RESPONs/BIL/TY TO NOTIFY ALL AGEAlciEs CONCERNED.
to. "WHEN ASPHALT CONCRETE IS PLACtYO ON NATIVE SOIL WHICH CCN5IST3 OF A ROCKY
MAT.%RIAL THE SUBrRADE SHALL BE PREPARED BY REMOVING f;LL ROCAS WHICH
PROTRUDE ABODE THE SUBGRADE E ALL VOIDS OR DEPRESSIONS SHALL BE FILLED
WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE N9T1VE MATERIAL.
I1. ADEQUATF- STAKES SHALL BE SET RY THE . VGINEER TO ENABLE THE CONTRACTOR
TD CONSTRUCT THE Y✓ORK TO THE PLnN 6RADES.
LZ5 Y4tl.� oWq
06 30'MIM RC.C.J
.. '
E.0 R.
CONST. /�
BLK.WALL PER STD.#302 I I
�Gi 5 _
p' 1t�¢
�
GARDEN COURT I m1---
t
1D'5/D- TALK Ii7ANS1770,V
NIz
Q-
CURB RM. DATA Q I
�pS P
,Ye0.00' j I
L= 3I 35'
�� Q
T=13..93, l
PRIVATE ENGINEER NOTE TO CONTRACTOR'
Contractoi" a,tee, that ht, hall as.uuir m4c auLl compirt a� i" r jar;.-
(!
site conditions during the carat.,' of constructon of thi, Prot, ct ,,tiro ttr n of all
�r
pecans and properm, that tni. i-oquiroment {hiM apph coi-i,mou•h an(l no- lic lim-
ited to nc.rmal «orking 11Unr>, and that the Contractor shall 1141,ud, 11drtiutif-, ati,I
^
hold the Owner and the Engineer harmlc � fi in aim and all hahthtc real of c11, •rd. -
/9.7Y Sir in rrntnection 11'itn thu fei Yni9aet' Of 1V"Otl. On 11YIN pYOltlr Cki,.l5hn1; i. t liahil:1,
{)r.r
atvtra,,z from the Sole nvgiigenev of the 0%%ner or tht 1.nr :nrer.
ANDR.EASEN ENGINEERIMG CO.
l FIELD
E001< RED, C/TY OF' RANCHO CUCA.A-401V.GA
580 IV PARK AVENUE
f
POMONA, COLIF, (7/4) 623-/59.5
�. .
I M
GE.R.
1 �r
R: c E. 23
ORAIVGE sr
Pr ?JECT
LOI,:AT7,)AI
9.
GARDEN CCT
t
Q N�
4
Q
5'r
INDEX & 111C/A1/TY MAP
SCALE 1"=200'
PARCEL MAP NO. 4693
STREF7- IMPROV/EMEAT PLAN
GARDEN
9 COURT
R 5'app/lire St. to 148"'0Y
P�
�..�.�=tea. �..
L t. d
SHEET !.
30 X
REDUCED PLANSS
®
-3 INCHES ON ORIGIN P_AN-
I
A