HomeMy WebLinkAbout850 i
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GhasI At Ni'Y. Gor 6F 4,*chiba/d CITY OF R1 . All work shall be done in accordance with these plans, the City of Rancho Cucarmnga _.
Standards and the Standard Specifications for Public Works Construction - current
Ave. i4hd Ghurch5tr�et
S5 edition. Contractor shall be familiar with and shall be responsible for adherance
�Irsv. /Z80.
to these Standards and Specifications.
PLANS FOR THE
7. Contact all Utility Companies as required, 48 hours prior to'excavation.
A. San Gabriel Valley Municipal Water District
IMPROVEMENTOH Mr. Bob Stallings (213) 969-2718
Ging ThG GGrfbr/Ire Of GhurIrG81 for Base Line Road construction
�6
Al 87'51'09"W par Trcrot Map No. E. General Telephone (800) 422-4132
!/1/5-7 for underground service
CHURCH STREETC. Southern California Gas Com6any
2191 East Birch Street (714) 529-2889
Brea, CA 92621 (714) 529-7070
FROM9D. Cucamonga County Water District
641 4 San Bernardino Road (714) 987-2591
L�M
H A
N AVE. TD ARCHIBALDAVE.
• Rancho Cucamonga, CA 91730
E. Metropolitan Mater District
P.O. Box 54153 (714) 593-7474
• Los Angeles, CA 90054
F. Pacific Telephone Company (714) 999-5639
&00rlMh U4 0.0 011ANVrIES
ITEM NO. DESCRIPTION QC7ANTITY
1. Asphalt Concrete Pavement 1, 302 / TON R
t
2. Crushed Aggregate Base 920 / TON ?
3. P.C.C. Curb and Gutter 814 .4/ L.F.
4 . P.C.C. Drive Approach 138 / S.F. i
i
5. P.C.C. Sidewalk 4, 048 / S.F.
7
b. P.C.C. Pedestrian Ramp 666 / S.F.
7. P.C.C. Cross-Gutter and Spandrel 718 / S.F.
8.
Remove Existing A.C. Pavement 44 ,442 / S.F.
9. Remove Existing F.C.C. Sidewalk 1, 518 / S. F.
10. Remove Existing P.C.C. Curb and Gutter 37.3/ L.F.
r� �v �Vors .
11. Remove Existing Cross-Gutter and Spandrel 718 / S.F. -
�1 --•-- Construct min. 0. 10' Type C2-AR-4000 A.C. Overlay over existing
12.
Adjust Manhole Cover to Grade 8 / E.A. pavement per City Standard No. 201.
13.
Adjust Water Valve Cover to Grade 19 / E.A. 2. Construct 0.10' Type C2-AR-4000 A.C. Surface Course over 0. 15'
Type B-AR-4000 A.C. Base Course over 0.33 ' Crushed Aggregate Base
14 . Traffic Signal Loop Detectors L.S. over compacted soil per City Standard No. 201.
3 Saw cut existing A.C. Pavement to neat, straight edge.
i
Remove existing A.C. Pavement. •
5 Construct 10' A.C. Feather to join existing pavement.
(D-Remove existing A.C. Berm.
7 Adjust water valve cover to grade.
10----Adjust manhole cover to grade per City Standard No. 512.
I�C9 --- Construct P.C.C. Curb and Gutter per City Standard No.
0-Construct P.C.C. Curb and Gutter per City Standard No, 303 , }
Mod. with 18" Gutter.
7
11 Construct Cross-gutter and Spandrel per City Standard No. 308
• (X = 3 ' ) '
e--monstruct Curb Return per City Standard No. 301, Mod. to be poured
onolithic
with spandrel.
Construct P.C.C. Drive Approach per City Standard No. 906•. 101 C;
W AND R ARE NOTED ON PLANS. ,
Qj 4 onstruct P.C.C. Sidewalk per City Standard No. 41 PEA A A ,iO3. }
' 5 Construct Pedestrian Ramp per City Standard No. 310.
` ,lkr5a brae lraad �
Remove existing P.C.C. Sidewalk.
7 Remove existing P.C.C. Curb .and/or Gutter_ .
Remove existing P.C.C. Cross-gutter and Spandrel.
9..
9�--- Saw cut existing P.C.C. Surface to a neat edge.
1
SEE V`IT. t 0P 4 See Mr. 5 Of 4 Aet t/r. 4 OF ¢ /1\@)_ SAWCUT AND REMOVE EXISTING CURB,GUTTERAND SIDEWALK FORNEW DRIVE
APPROACH AND SIDEWALK.
21 REMOVE EXISTING P.C.C. DRIVE APPROACH
b
A (B- PLACE 4" THICK PCC SIDEWALK PER STD. 103 WITH 1/4" FELT
6!/llNO �.12
P.�if�0✓�/OEGYAL✓t'tlif/O4OD�D
�
SEXPANSION PAPER ADJACENT TO CURB
LJ L • JL J oFEssio DESCRIPTION O CITY
Q�oQ SEN L ti,��F F REVISION DATE A���ED
If
I f GIT y Of ?&i ICY 6VMtW1v 0 4
a30-% 1
' WORK 'DEFINED BY REVISIOi1 M. Of THIS �rEOFCAW� OfflRod 6rRe4r
SHEET DESIGNED UNDER THE SUPERVISION OF
Q
STEVEN L. RAY FOR: 'fMAy I)MZM l►/-AW. IV l000"4YSWO AVP
RHA ENOINEERING, INC,
T177 BROCKTON AVE. STE 220 L• lo�'T'�I'3
RIVERSIDE, CA. 92606 STEVEN L. RAY R.C.E. 36334
EXP. 9-30-96
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c�fy �n9in� 4e. P3889
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rova/ /1'c�,Comrne ,o' prawn �. (714)960-1011 917.30 5heef
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< � CONSTRUCTION NOTES:
22 I
G.f 2 ' !. �-- Construct tftin. 49. 10' Type C2-AR-4000 A.C. Qverlay aver existing
��� T • pavement per City Standard No. 201.
,L
\ 0G. r.. Q/10 11, (D.-Construct 0.10' Type C2-AR-4000 A.C. Surface Course over 0. 15'
Nt 0 . . ! 0 .
, 1 •. D � Type B-AR-49000 A.C. Base Course over. 0.33 Crushed Aggregate Base
1 7 7 . QA� over compacted soil per City Standard No. 201.
• AF `Q, 7
9 N �� 3 Saw cut existing A.C. Pavement to a neat straight edge .
141iV q • Cid '� � N
A_e�:Zlr_�lP c . V v19 0 :...I 6 . -- - ,� C F .%,: k Q 0-
0
Remove existing A.C. Pavement
M_
%�
a f I�'C . Db1d L� 11`'���/`E.����POACy�P�T!/ � V A d_� � A ,�) ,� Q �' h� �° 6)_Remove existin A.C. Berm.
I.091' , I 1�/st Gurb N 1` --- /"�/o' o � v v c g
2'' �/ k'1 r 24•DD' z "� M M `t C L b 0-
,
Ad •ust water valve cover to grade.
4 M � 3o % ,o v y y -�
aI f
.o44 a � �, b 8 Adjust manhole cover to grade per City Standard No. 512.
4 I • ay /W/iVr2a � ti �iNTza�J ,, % N. � y s.% � K k % '4 � • , *F
ZS
' 1O `}� D CU/P ,, 1 y &�Construct P.C.C. Curb and Gutter per City Standard No. 3•A••3-./d�
�� . 9 b „ 0-" 9 `6 �3It'I(F) � 4 �" 14 Construct P.C.C. Sidewalk per City Standard No. - .103
rL
#\C_
r- �_ - - - -- - - --7-- -. ` --T ----L - I - v I -,./--__ - 4-7, . . . . 1�1 i - - E - '=---_ - C Construct Pedestrian Ra
15 mp per City Standard No. 310.
/ / wI i / _.O/ // I/ / ./ // / / / / / �, %-% � " N V 2 �
Ino / , 6 F 1 6 / A? r� � / g 16. Remove existing P.C.C. Sidewalk.
�' - .QMH \ //,a, /'r. r 'tf. I I / / �- ,
` I '�� 7 ' /` / 4 / / J N 7 ." 9� �9�/ t ,� "I / t0*11 � 17 Remove existing P.C.C. Curb and/or Gutter.
! / / / •" 3 / SGV /_ t
G +Z - - -- /` °- - - - G' G - G ,1 ;.,�, �._ __ _ - urf ace to neat ed e.
, _/__ �_ _ _ _!_ Z_.L � %� _ -- - - _, �_ � - Z_ - ` - - u_ ! � - - _. - _._ - - -' ' -__ _ / ___-- __ --� =T -_ - --/- - � �-___ _ _-Z- - -- - _ - .6- - 19 Saw cut existing P.C.C. S J
( - �-- -�- --- ,- - - E ' - _ - u- r_ -- - -r -T -- -�7�,- _ - - ta- r'4 �T T_ - .� _- =T �I .�-- - - _ "�-'� .r -- ----- - - - - - - - - `-.�~ f - --1 �
, __ . i
�.
- -- --- --- -- ---- - /r I I / Q 13 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. 101 C;
I/. 59.25 72. 4 5' ?o. 35' 01,3 ?0 35 �o•35' 70.35' S3,7a' 11 I 77•/b' /04.76 ' ,� aCR Ili" ti 1 14 �. ,� Ir 15 % 19 z 0 0 ---II- W AND R ARE NOTED ON PLANS.
%II (,. �I- Wz k � %V. NA $ I 11 II �I /9) a � II � tl ( I 24 I SAWCUT AND REMOVE EXISTING CURB,GUTTER AND SIDEWALK FOR NEW DRIVE
1 1 119
1 23 a i w,11 W ti W 1 I I I I o, 1• cp`. I 11 1 I
APPROACH AND SIDEWALK.
I w L 'J 3 `' '. v,;o i /6 I 11 1 �, s y /6 1 16
II I ,. a i eq b3 a � i, �� I � III ee o� d III %.. I I
8 :k 11 a` `a ►4 -k r, I I I �6 I� v 11 1 I .� � &D- REMOVE EXISTING P.C.C. DRIVE APPROACH
b 1 • i � I - `� I1 SII � L %o a0 V 19 ( IIIt 1I %
�!I t� o , c P O v M ` 11 ` tj � y %O l ` Ib I I I 1 w W� ZN�D_ PLACE 4" THICK PCC SIDEWALK PER STD. 103 WITH 1/4" FELT PAPER
I MQ :I%b a o 1 D II I �. N I I t1 4't II � .� � � I
%: X I 111% I p ( ( 0 11 1 �4 ,� ( 1 p, ADJACENT TO CURB
11 •+. 1 1 `, 1 t �. I II t I 1
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� a a v o Q � I I 1 1 11 � I! � 2 PLACE SIDEWALK PER ROW2 O 11-0 0 4 6 9 /0_f5/
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V 8��'��' I 1 p.P/lic�I,4oalple 45wddS i1�0.011ezf- .�1L.e PER�R 93-OlG
1 I / Curb Adj. Da1ri 1 II k II &`xlsf Curb/ret A-YA7 Rist• Gurb ftt. Pot* 11 I I erist Curb 1t 4�140 0 ar,�y,��•v6/yam /�v6/,vc. /0/1 r193 �Q�/ .
It') 1 1 7 _ " I I A= 92017'e6" G= 187"44"i99' 1 11 I e t 929/6 51
I� I s3,, 3-4 a-e ¢2 34 I 1 yC , I s o. = 20,tea' 20.oo' CITY
• 11 1 iXlst Curb Met.Do1d I 6 /f Zo•0
• DESCRIPTION OF REVISION DATE
11 I 4= 92°/7'26" // // // //.,5 /px ZO.A� I-.-._T_..� . . . .
' /0.,5' //' _ M.62' I L = 32.t2' L ,�0.62' ? /19 /8 / L* 32.2/ APPROVED
R* Po.W' 4� I t* /9 22' ft'` /8� / �' l= $o.g2' T= /9.22' T� 20.81'
I.= 32.Z2' - �iI r' a ti. CITY 4FP AANCIYO CIICAMONah
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� 9•30.95 *
: Sl CfYf�
/o cm. sarlD/V- a4veN sm er EXISTING CURB • • , • I WORK•-OEFINED BY REVISION NO. Q op THIS 'rEOF cAtii
/ �, �•A•; ♦ •A :•�•►•• _ - _ - _ - -I SHEET DESIGNED UNDER THE SUPERVISION OF Q-/ 41
l
SM. /.0490 Tp ISrA. O t 17.7 wr•� /,`�/ ► � STEVEN L. RAY FOR: AP�'ROVED BY _
CITY ENGINEER .. / 1qf 23889
22 EXISTING SIDEWALK RHA ENGINEERING, INC. 1. _ _
I- - -- -' 7177 BROCKTON AVE. STE 220 _ L._7 la-Z�g3 _ Dl SIGN: L!N 1_E • SAN DF RSON
249 RIVERSIDE, CA. 92606 STEVEN L. RAY R.C.E. 35334 .
EXP. 9-30-95 -_ - XNL _ T _ AND ASSOCIATES 46 V
. • • DRAWN: 9587 ARROW ROUTE, SUITE H. SHE E -I
- ��yy RANCHO CUCAMONGA, CAL.
-.. - .--.--- Ph. (7.14) 980-1 11 91730 `--.___. _`OF.:_ ..__
' CHECKED: --- --- - DRAWING NO.
I
Kenr%e' IN Lin%:ille I; C.E. 20300
. - - ,&X/,c. _-__._ __ Date- '0///,/A.•¢' ._File no. -493-/05 -_ 850 ___._�_.
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