HomeMy WebLinkAbout0 Archibald Realignment 2 Of 2.. �s
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SIGNING AND STRIPING
CON TTRUCT'ION NOTES
- -- -- - -- -- -- -
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EXISTING .STRIPING OR PVM'T. LEGEND TO REMAIN /N PLACE.
PAINT NEW 4/NE" AS INDICATED AN PLANS. (WYTH RAISED PAVEMENT AMR I4'"r— $I
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PAINT NEW PAVE4:cNT LEGEND.
EXISTING SIGN TO REMAIN /N PLACE.
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RELOCATE EXISTING SIGNINCr AS DIRECTED BY ENG,NEtR,
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REMOVE EXISTING SiG'NINF.
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INSTALL NEW SIGNING.
REPAIN,� L XIST: N6 LINE
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Arch i bald
, "T'RIPING a SIGNING ,LEGEND
EXISTINGS NEW DESCRIPTION
(D.Y.) D.Y. DOUBLE YELLOW
(8 0 W) sow 8" WH: TE
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_... � � .._ ,..... _» 4 W .._ . .4 WHITE
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(4 w)
4 W
4 d WH'I rE
L-M7
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40 YELLOW • TWO-WAY
TURt)
LEFT LANE
6' TURN ARROWS
Q
Q
8' `AHEAD" LEGEND
8' "ONLY" LEGEND
8' '"STOP" LEGEND
O
8' "SIGNAL' LEGEND
Q
0
8' "SLOW 'v LEGEND
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8' NSCHO JL" LE'BEND
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8' " X / N6 L EGEND
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S.N. S. S N.s.
R1, R9, R /d, RB6, R41,W1?,W4IB, t$"d6
SIGN ON 2 WOOD POSTS
SIGN ON L10,HT OR SIGNAL POLE
SIGN DIV METAL CHANNEL Posr
,SIGN CN WOoD POSE'•
"SIRE = T NAME SIGN'
SIGN AND IVAR cR C!2DE
.NLIM8ER3 PER CALTRAN.
TRAFrIC MANUAL
Arrehib4AL
IN
�--.- = 4
GENERAL NOTES:
/. STRPPINO AND MARXINOS .'HALL CONPM TO CHA,PTE'R f OF THE ;)e 1084
CAI -TRANS TRAFFIC MANUAL, THE SPECIFICATIONS AND THA' CITY OF
RANCHO CUCAMONGA STENCIL AND STRIPING DIMENSIONS.
L'. .SEE STRIPING AND ,SIGNIND LEGEND, THIS SHEET:
S. ALL EXISTING STRIPING AND PAvE'ME'l'lT MARKINGS NOT IN CG`1NFIIRMANCE
Wl is THESE PLANS SHALL BE REMOVED BY WET OR VACUUM SAN084A$r1,v9.
4. SIGNINO .SHALL CON,6'ORM TO CHAPTER 4 OF THE' CALTRAV. $ TRAFFIC
MANUAL; CALTRANS STD. PLANS 34I-3, S4Z-13, 543-•A, $44-7, A$O-A, ARO-8,
rHE' SPECIFICATIONS AND CITY OF RANCHO CUCAMO#OA STD. PLANS
.? SIGNS TO BE REMOVED .SHALL BE DELIVERED TO THIS'
CITY Ole' RANCHO CUCAMONGA.
S. STOP SIGN RELOCAr,ON SHALL BE BY DIRECTION OF THE .ENC'INEE'R.
T ~EMENT MARKING STENCILS' SHALL mATCH C1TY STENCILS
B NEW .SION POSTS SHALL Be 4"d 4" It'EDWOOD *AlNTED BROt4 # .
9 ALL PAINTING SHALL BE DONE WITH TWO PA1,,Yr APPLICATIONS. THE
SECOND COAT .SHALL BE APPLIED r' DAYS AFTER THE INITIAL COAT:
IO EXISTNNr RAISED PAVEMENT MARKERS NJT CONFORMING 7V TM/5 PLAN SHALL
'--�--,�I
AND T LA G U47ING Sh�ALL GE RZPAIRED rO
PAVEMEN lS1tACrlcw or the E I-NEE'R. ml
NOTE:
EX/STING WARNING AND REGULArORY
SIGNS SHALL BE PROTECTED IN PLACE
OR IN ULTIb0ATE LOCATION AT ALL TIMES.
.W r;WAV&l1piK 1-VJT JAMS 10W A OQIEIBV Pf,(Z*#V
wis ritA wAa Pu
DEAVINGS AVAILA= AT M
TDO OP FILM10G.
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CITY OF RANCHO CUCAMONGA
Al
- -- - slow" AND S TRIPINR PLAN
ARCHIBALD AV
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From Nneteenth S. To LEMON AVEWECW MAW
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'faro---- -� . 'a WAV �r Jain / � 1. Construct 6" cetrb and 24" grtttex past City S'td. Me. 31.
p�v 7Z:C/ / ��,,
4 J Comstr=t 411 A.C. pa veeieat over 4" a►RB. base 1 ' City Staff. lie. 201.
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r-•1 ,��� �x,o6�', 4> vA exiating A.C. surface.
9 { 5�.—Snawcut to oast, straiobt edge.
/PrJarnJy Nit/JAJ/` D °> /n. (6.
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1 -` From HH"G" L
I3 To HH"J"
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To Street Ught
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From HH"K" To t
Street Light
Coustr=t Z' A.C. fa^t to join.
(!'----Ctaatrwt drive rppPrax&4h par City !lads So. 305 ('W - 16').
V Gomriatruct F.C.C. aidaa%vlk per City Std. Ito. 310.
1t9—� rmotr=t black rot. wall per doatail this sk,**t, p" PiI* "A" tee Deals
ti. "S" "C" Sh*yet 3.
V C4;oaa:truct cAtek baaiae He. 1 per City Std. No. 302 with loc. d4p. M City
Std. no. 538 (W - §').
!2 c4astruct Is" R.C.P. (11000-D)+
13 -^. istr ct 24" R.C.P. (1,500-D) 4' weet +ua be0e1e4 me mW &lae►ft 37' rsdUm.
31� [ Crrous�truct 24" R.C.P. (T",S?0-D).�y 3 y, �/� p� t
J" 4Y..struct j�Tmmict.. ftr. I" por City Std. So. % L - 5�6"i A � YW"'i C - 4110*.
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t Z4 R.C.P. (i:3M-fit) 4' ;w�ti ins ww�reas t i w- +rams eriwas 23' r�i3maa.
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METED
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\Ilwor ctwe, a'a r CITY OF RANCHO OUG
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- 1 uin �at3"!~' �'o PLAN AND �PROFILE!Q rr
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- From 62 t 'Easy' To 22 rj' t 0f Oft
ArchlbdW Avenue
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CURB CURIE DATA �. ® r
® - 7'730' �00' ®� �•?6e, er$Mrs ` wsrrj• ? l ► w ,r
T • 194.27' T 3S.?9' A6 .14
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R • 3, 03` . DO' R • 3S . 00' . pta, W 4 AAr Ye l 1 r
L • 397.41` L • 64.7a
T • 198.94' T • 34.90•
,VTY OF RANCHO CUCAMIONGA
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" . r� t , Coanswt sw% a" ,,� ,� .ad. 0. ,�. � � CHI .! �' � , a�l� tit
J r j�l imp u ^fit -C.rt nKc Ot' A.C. pop&"" ow a so. %al Pat Cit7 bt®. ft. M � � @ �� SEPaI 9 YA
—1 3. Cee<etteet O.W t,.e. eltl poor cloy Osl. r. M. !�" � �`From Nineinnth St. To HigWisd Ave.
!�•--fwrwe to atltt. eemlOYt son. as .r
miss" e. ��
�. •--Canavan s� .C.C. sod"Awer*rt eft? Ind. Va. 3u. 1` � � �$�- � �, "' �.� (i�41" �
& $,"on mum. wwor vashe" to Ote s.
O .--a"too seat. al leafs al wmesew to et
so MtscA Uw ssOfr*eee• -Cemetntst alaw n camp Nt 4w IN. no - 330.
i tM&U MOM l 0641 ss A01110 .
.. _�' '>+� sw ere®lrYt � aMuiulitr J►sri�r�e1+1. r �•J-gar �
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CONSTRUCTION ' .0'i ES
a-Crestruct 6" curb sad 24" gutter per City Std. go. 303.
c�-Construct 4" A.C. pavement over 4" egg. base par City Std. No. 201.
Construct 0.10' A.C. overlay per City Std. No. 201.
CA-Retrove existing A.C. surface.
I
5. -----.Sac cut to neat, straight rdge.
(6)--Rowve existing tree.
Construct 2' A.C. feather to join.
g. Construct drive apprcach per City btd. No. 305 (W - 16').
Construct P.C.C. aidswlk par City Std. No. 310.
�.J Construct bloct ret. mall per detail this sheet, Profile "A" and
details "A" and "C" Sheet 3.
11 Construct catr4 basin No. 1 Per City Std. No. 502 with loc. dep.
per City Std. No. 514 (W " 4').
12 Construe i8" R.C.P. U54C-D).
13--Construct 24" R.C.P. (1500-D) 4' sections beveled =e and along 37'
radius.
6 .-Construct 24" R.C.P. (1500•-D).
-Construct junct. str. "B" per City Std. No. 309, L . 5'6", A - 50*,
C - 4' 10" .
l6 c- truct 24" R.C.P. (1500-D) 4' sections beveled both ends along 23'
radius.
17 Construct variable A.C. overlay.
8 al.o gr s sga-NSgkiisnd Ate, +r a�g- OLErEO
E1+lrS irid �- ts0c -� b$3- (fedGum kittm-lypetts) *a sb*w2h
9�-Adjust exist. surer manhole to grade. Bench Mark No. 48
20 Adjust exist. storm drain structure to grade as Chiz " " H.W.C. Cone. D/W, S.E.C.
directed by engineer. State Hwy
. (19th St.) and Amethyst
ti•,.+r Adjust exist. storm drain structure to grade and Elevation: 1493.883
mod. fo•. installing M.H. frame and cover per City
Std. 512 as directed by the engineer.
C�je+a'4f/orr.
* ¢&45XD
GeZ 5�lee!
Orly � Sraro[r.
# 4•l/ariz.
I M for 4,T'csvm.•aaea
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(• ,�"z#'�l�Y"iL. ark"
1
W A4 r a o/t
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aFF 4Q t¢'"O•C.
�„ -- Oar, tiF.ra� ui7f?j,7
2?. Construct sidewalk raeap per Caaltrsms Std. No.
NS-g.
' e-rrsa.ra
Construct sidewalk z op per City Std. 310. Avenv'
24 Ian -all s:reeat lights as shy wnbr others
a,is tai L" a-pe t^ sleeve y•
;for future lar•,scapiny) �
--6 �,n s� pocr n sba. ' ie Casf#r rc:<ea1 erT y +' alr
p En o nciv II ��hr� rin Or4-'era/,4, fe t weeiye rr 4 aF 4 ¢or
lCo�nyfrre#ed �y o�Yrtr+ ar vlraar eysr:rra/sf" `4. i ` ,
S!r><a I.f,c cfer. 4,
ve v 7 i.:rrr%TF� wnd 3 #ri F+irr�
j' EA�"iE s sewro-L rof yi,. ,h A7-,cwvA.,..T wnv
Sa.?'IeA:V CA. 'c(N►N.L E � :'N'�Aa. 'S:,r 514AVAAO� '(W�
r. r /NSI&4.A pav rr P r :.'4Ga /- yA.tiDX01E. .'Ar fvc �°'
fAVSrAUAT/ryI Or SrPff- -16-,W rACMIrja ANO "ALE 10 eE
r'*WsHe' Ar 5:'E
-18. instep .;.C. Berm per City Ste. {1.3 I '
I
serrde
SU l�'.:ue:C� Li.'r.vd_tGri
f
Proposed - Fre'ewa
- ra
h
Materials
Steel: A.STM A 613
Block: AST'M Grade C-9'0
Lightweight
Grout: 200D PSI L 28 Days
Cowsrote: 2000 PSI 8 28 Days
Note: Contractor shall verify
conditions as shown and
notify engineer of any,
dir^repancies.
&Block Retainirg Wall Detail.
Scale: 1" a 2'
*Note: The last two feet of veil
height are subject to deletion
at the discretion of the home
owner. Soo detail "B" 8ht. 3 of 4.
�G fie* 3rk.,r/
r rat
-4:
T R ("W*
'MPROVEMEN P'' JE��T
i '0
�Ly
Ala7EC • (Raaie , d)
C a//,-V 7ff, -r�7't+d 1*1a W Rlal7 7 /ef ea7Tis'rs'�l a,
Za/16 ela5vrd an A-&1t1les -i r �'
I
T iris P 11A WAS - 7M
TM MT AM MST COWUM
MAXIM AVAIL AT Tim
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OF"- F"- OF TRAMPORTAVOM
BSTIMATB OF QtzAIiT>?'1 6 GMTMIAL g1OM j
1. Clearing and grubbing L.S. 1. All work shall be done in accordance with those plans, the City of VAneba CaucmoM&A
standards and the Standard Specifications for Public Works tumstructica - 1995 *ditim.
2. 8" curb and 24" gutter 2,411.9 L.F. Contractor shall he familiar with and shall be roapansibl* for adhwrance, to them*
standards and specifications.
3. P.C.C. aidewalk (inr, pad. ramp) 10,867 S.F.
2. All pipelines or substructures of any kind, telephone or power poles, waster teeters,
4. Y.C.C. drive approach (inc. dep. curb valves, fire hydrants, etc., shown or not shown on these plans u-Rhin the right yof-4ftJ
s/w) 239 S.F. limits or in adjacent arssz where improv^amant work is to be done shall be re taerd,
relocated or protected in place as reacquired at no cost to the City of 1'macho oucamiaw.
5. Asphalt concrete paa,'reste:etC (80,61.,7 S.F.) ?,015 Ton
3. Any contractor performing work on this proja;.t ahall familiarise hly"alf with thin site
6. Crushed agg. hate a , and shall be solely responsible for an damage to existing facilities r*xultist dirwetl
(80,6,,1 S. F .) i ,, 4ti y `p"°'as y g t S x
or indirectly from his operations, whether or not sach facilities art sbvm ow ttT rr
7. Aspha:'t concrete overly 23,107 S.F. (234) Ton plans.
8. Asphalt pavaamat cold pLwwing 3,882 S.F. 4. A permit ahall be obtained from the City of Rancho Cuca.uniZa. Rngiftoariat Departmeaxt
prior to any o4croacbm4mt or construction within City of Rancho Guesmomp 6 aaea t ate
9. Ref..al.aing wall 122 L.F. right-of-way.
10. „. (. or, I vek. ; . Apron ("5U S.F.) 10 't- 5. All grad* stakes to be set by the surveyor provided by the City. paying OtAkea anh*11
t be set at all hinge points, edge of pavement points within 0.01 foot of oub-gradee
j It. Traffic striping L.C. elevation and at not more than 50 foot intervals. Additional paving stakops may
12. Roadway excavation required city engineer as needed at warped or vertical curve area*. �
T,Ai•i) C.`l. elrgui,st 6. All awwar, water, electrical, gas, phone or other utility laterals, mains, et't'
13. 'Roadway a mbankae_t 2,930 C.Y. *hall be constructed prior to paving.
14. Signal loops L.S. 7. Compaction tests of ombszkme:nt construction, trench backfill, cmapactisg original
ground and all sorb -grades shall be performed by the City of Raratha Cu&*xmwags. 1Ss-t**tts
15. Adj. S.M.H. to grade 3 go. due to compaction failure shhall he paid for by the eontractoT.
16. Adj. S.D. str. to grade 2 1& . B. What improvements are to be placed on native roil which consists of a rocky material,
the -ttb-grads, shall be prepared by removing all rocks which protruate above the suh- r a
17. Adj. S.D. str. to grade and sped. for and all voids or deprassiaaa shall be filled with a fine grade material of a quality
frame and cover I SM. better than the native material.
18. 18" reinforced concrete pipe 37 L.T. 9. If the aspb*lt concrete is to be placed on sub -grade, a soils sterilant registered toy
the L.P.A. for use under A.C. arid F.C.C. shall bo unifoz..-.y applUd at the sw aed 1g
19. 24" reinforced concrete pipe 14S L.It. recommended rate for the full pavement width prior to paying.
20. Catch basin 2 Bea. 10. Istimato of quantities is provided by the engineer only for the convatilairits of tbs City
for bidding purposes. The contractor shall stake his oven determination of caatistru ctie s
' r v a 5 74I S.F. p befcra subaaittittg sancta bids. Keay items e,i' ceaark required ley tissr VISA* i i
21. Jean2'tiaa Structure 1 U.
quano itieY
is not s ecifically list*d Ina the estiraatas of quantities *hall he cotasidarera sae l _
27. Asphalt concrete pa sae ut removal 3, in Ctrs other item* of w Tk.
23. Remove ex. trees L.S. 11. Street signs per City of Ramebar Cu4axoaga Standard Yvalokera 401 awd 402 thall be camtrutad
at each :.ntersacticm.
24. Streetligbt (9-580OL; 8-95DOL) By oth.rs 12 Is.
25. 2" pier in sleeve T75 LF 12. Work site and exterior streets shiail bo in a neat, clean, hazard fro*, orderly *tat*
I thrc Shout camstrvuctiou. Site otall be cleaned upon rsquset of the inspector.
Dom A.C. BN455 L,}
13. Contact all utility companies as r"uir*d 44 hours prior to excaystloa.
27 St. Lt. Conauft, Head Noce 4 ?.tins
e
Pali Rope (nstetlation L.F. 14. One lano of trai'fic whall Us maintained in seen direetiom at iil times.
15. Prior to work In 19th Street intersection, a construction permit and proja•:t
coordination stall Ue obtained from the itata of California Departimat m'. Trszapeartaatlao
for workings within . $taat* highway.
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Of It A
CONTWTOR SMALL POSSESS A CLASS A LICENSE, (GENERAL ENGINEERING CONTRACTOR),
IN ACCORDANCE WITH THE iaROtMISIONS Of THE CONTRACTOR'S LICENSE LAW (CALIFORt1IA
'BUSINESS AND ►NOfESS1*6 CODE, SECTION 7000 ET SEQ) AM RULES AM 'REGULATIONS
ADOPTED AMSUANT AT THE TIME THIS CONTUCT IS AMARM.
Title Sheet And SlQnct Wodiftatfors
-
AR C H I B A ,ENl
From Mneteenth St. To KgWnd Ave
Street Realignment
If -sr -Or