HomeMy WebLinkAbout1356-DI
ESTIMATE OF O.UANTI.TIES
ITEM DESCRLIP T LO QUANTITY. UN I T REMARKS
/ 72"" i2. C. P. 54.4 L.F.
2 66` R. c. P. 500 L.F.
3 24*R.C.P. 34
4 /B' RG.P.
6 CATCH ,BA .S/N NO. / PER 5717. 500 2 EA. �X
7 /"l A,vHOL E A" PER STD. 5/o Z EA• Nz
B ✓UNC r/ON ST,fUC TUIPE A* PFR .5 rD. 5oa 1 EA.
9 7A;ANs/T/0N .5 ,Ql7C7'09E PER Z. A.C. F.C. D. 57P 2-D /BBff
/O CONCRETE P/PE CONNECT/ON PEi2 DETA/L SN T. / I EA• h / o
B" P- C.G. CURB ANO Z4"GUT TER PEQ STD. 303 207.5 k p I / M
/2 B' A.C. DlleE PER STD. 3/3 440 Z. X. U - ! - I I I \ \ RIW
/-3 4" A.C. PA✓EMENT OVE�C 4" •A66EGA 7E' SASE 16310 5.-
/¢ COLD MILL EJ(/5T, pA VEM ENT 4000 5. F.
�,--------I I -------
/5 A.C. IWel-lE.vT Rf/70✓AL 17970 3.F. �_� 1 I r I If \ \
AVEMEA/T OYER -LAY
O./O'M/,v.) (o2D 5. F. JL
- - --�_
/7 TRAFFIC 5T�Q/P/NCs 1145.6 L.F
/6 A.C. P -,7' -J\
/8 51-UKR YB ACKF/GL 410 L.Y.
IZ♦ 29PoA 0 I
/9 LOCAL 06PQE65/0N Pi6PC/r)e sr0- 5/6 144 -1.F HILLSIDE ��,ROAD �� II5fA�y1199#0,?.0�►A I1
20 sAWGur EX/5T/NG PAVEMENT qS5
y(A �� CSA E
� . F: � � � � � A NN 1 1
2/ AO✓l/6r /TEM TO oAaAGeE L EA • _ N 89 43'jB`E _ - _ _ A i z D•
r
T
T
�I
GENERAL NOTES S. WORK SITE AND EXTERIOR STREET SMALL BE NEAT. CLEAN. HAZARD FREE. AND
THE CITY OF RANCHO h - IIS
� _ 11 ._
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. ORDERLY THROUGHOUT CONSTRUCTION. SITE SMALL BE CLEANED UPON REQUEST OF - _C�(�- �-
THE INSPECTOR. - I( /L/ '(T/
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS / //////� �' L -
CONSTRUCTION - CURRNT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND 6. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE CONSIDERED
SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ----\ --------- ------------_
A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB SITE AT THE TIME
2• ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES. WATER OF CONSTRUCTION
METERS. VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS7• THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE AT LEAST 3
WITHIN THE RIGHT-OF-WAY LIMITS OR 1N ADJACENT AREAS WHERE IMPROVEMENT
WORK IS TO BE DONE SMALL BE REMOVED RELOCATED OR PROPEIN PLACE AS WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION FOR CONSTRUCTION CON5T. 66" R.C.P. srA. /2+36./o CONST. 66"/QC.P.
REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONA. STAKING. y� I I /NLET To CHAKNEL PER SECT/ov A -A
=37 t 37 (. Co ALTA L O/`YA Cf/, ,A WEL
8. PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT SITE. THE aZ�•ZZ f
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF COMPLIANCE FROM THE Q '
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING MANUFACTURER THAT THE PIPE MEETS THE TESTING REQUIREMENTS OF THE V,
FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR STANDARD SPECIFICATIONS. Q II
/�� . +4/
NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. STA/2 47.
4• CONTACT ALL UTILITY COMPANIES OR AGENCIES AS REUOIRED. 48 HOURS PRIOR -
9. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATIONS PRIOR REMOVE F�'/5 T. 4
! =STA. .39x27 66, ALTA Loh1A Cf/�1NNEL
8"'�P.c.P. I
TO EXCAVATION. PROVlOED FOR CONVEINENCE ARE THE FOLLOWING1 TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, ALL CONSTRUCTION MUST A5 NECE5 5AR r TO CoN 5T.
PROCEED FROM DOWNSTREAM TO UPSTREAM TERMINUS. ANY CHANGE IN GRADE 66" R.0 P. COAiAIECT/ON.
A• SO. CALIF. GAS CO. (714) 394-3832 MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR
P.O. 80X 97 TO CONSTRUCTION.
1050 OVERRLAND CT•RAW GS ARE ALONG THE CENTERLINE OF ! 1
10. STATIONS SHOWN ON THE CONTRACT D TN E
SAN OIMAS, CA 91773 THE CONDUIT. OR ON A LINE NORMAL TO THE CENTERLINE OF THE CONDUIT. /
EXCEPT WHERE NOTED OTHERWISE.
B• GENERAL TELEPHONE (800) 422-4132
FOR UNDERGROUND SERVICE4
11. STATIONS AND INVERT ELEVATIONS Of PIPE SHOWN ON THE PROFILES ARE AT
C. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 THE FACE OF THE CONDUIT. UNLESS OTHERWISE SHOWN. I I ALTA LO XX
9641 SAN BERNARDINO ROAD 12. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS. AS CHANNEL l�
RANCHO CUCAMONGA. CA 91730 SHOWN ON THE DRAWINGS, ARE SCHEMATIC.. IT 1S INTENDED THAT SUCH JUNCTIONS If l
D• SAN BERNARDINO COUNTY FLOOD CONTROL AND BE LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN. UNLESS A
WATER CONSERVATION DISTRICCT (714) 383-1634 DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES
825 E. 3RD STREET OTHERWISE. 10 ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN INLET D E TA IL
SAN BERNARDINO. CA 92415 THE FIELD BY THE ENGINEER TO MEET FIELD CONDITIONS.
SCALE l'= 20
13. MONOLITHIC CATCH BASIN CONNECTIONS SHALL BE CONSTRUCTED WHERE APPLICABLE.
14. TRENCH BACKFILL SHALL HAVE A MINIMUM OF 90 PERCENT RELATIVE COMPACTION
BELOW THE STREET ZONE AS VERIFIED BY TESTS TO THE SATISFACTION OF THE
ENGINEER.
1S• THE CHANGE IN GRADE OF THE CONNECTOR PIPE MAY OCCUR EITHER OVER OR
UNDER AN EXISTING UTILITY. THE PARTICULAR UTILITY AT WHICH THE CHANGE
IN GRADE OCCURS. IS NOTED ON THE PROJECT DRAWINGS- AT LOCATIONS WHERE
UTILITY CROSSINGS ARE MARKED 0. THE CONNECTOR PIPE GRADE WILL BREAK
OVER THE UTILITY. AT LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED U # 5 2Sars evar7/y s/oacea/
THE CONNECTOR PIPE GRADE WILL BREAK UNDER THE UTILITY.
16. ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT INDICATED. IT
1S ASSUMED THAT THE CONNECTOR PIPE CAN BE LAID ON A STRAIGHT GRADE
FROM THE CATCH BASIN TO THE STORM DRAIN WITHOUT INTERFERENCE WITH /n 2
PROJECT - UTILITIES. Shape Ao
M in. : U
S/ TE
17• THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE4 Bvi hoot/
H/LLS/ EXACT LOCATION AND DEPTH OF UTILITIES. EXCEPT SANITARY SEWER. AFTER
ROADALIGN-
MENT
THE EXACT LOCATION OF A UTILITY HAS BEEN DETERMINED. THE GRADE AND ALIGN- r ,
MENT OF THE CONNECTOR PIPE WILL BE STAKED SO AS TO CLEAR THE UTILITY. F
.. '.
W 18. WHERE CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING S 45' OR DIFFERS INIR VOric
Z DIAMETER FROM THAT OF EXISTING PIPE. THE USE OF A CONCRETE COLLAR AS $
h W PER STANDARD DRAWING 2-D393 SMALL BE INCORP RATED•
C
. Bar 4D Ba6' O.G.
t i 19. WHERE PIPE FLOW VELOCITY IS GREATER THAN 20FPS PIPE THICKNESS TO BE ToP e7r,/ bo tf»m
INCREASED I" AT INVERTTy pito/ froPc zo/ do/
Typiev/ cfiesnn&/ Ghar�ne/.�E.r:stnj�
Z V W1011 �clntFol-cin9 �
20. REINFORCED CONCRETE PIPE t0 BE MANUFACTURED PER STANDARD SPECIFICATIONS
/9 TH STREET FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). WET CAST OR SPUN TYPE
METHODS ARE ACCEPTABLE AND DRY PACK OR PACKER HEAD METHOD IS UNACCEPT- SEC TION A A
ABLE PER CITY REQUIREMENTS.
N. % S.
/f A, f /. j /-, ESS/O
• i ,..:i 'tib .,�l.': s _
Q��' q /Q MOO/ -Y CHANNEL /NLET 5 -8 - qo
O D !
BASE LINE AVENUE ��Q � O�G'�kn DESCRIPTION OF REVISION DATE
CITY
cco �� 1!�N Z APPROVED.
T
a N0.23814 CITY OF RANCHO CUCAMONGA
# Exp. 12/31/89 ;
sr civiv TITLE SHEET
FOOTHILL BOULEVARD �lE OF CAI�FHILLSIDE ROAD
10 STORM DRAIN IMPROVEMENT
W CONT�RAC.T'OR. •S RE•SPON'SIBIL.I.T•Y• FOR. SAFETY FROM ARCHIBALD AVE. TO THE UPPER ALTA LOMA CHAMVE
ASSUME N
SOLEANDCOMPLETETHIS. C
RESPONSIBILITYFROAGREES
ORJOBSI.TECONDITIONS. DURING
f
THE COURSE OF. CONSTRUCTION OF THIS PROJECT.. INCLUDING SAFETY OF ALL APPROVED BY: DATE'
_
PERSONS AND PROPERTYi THAT, THIS REQUIREMENT SHALL APPLY, CONTINUOUSLY CITY ENGINEER RC.E �
NO.
V/C/N/ T Y MA P sHALLND ODEFENDIMINDEMNIITED TO FYOANDLHOODKT!1E OWNERING 'ANDAND
THE AENGINEERT THE NHARMLESS TRACTOR DESIGN RECOMMENDED
IFILE FROM. ANY AND ALL, LIABILITY, REAL. OR ALLEGED. IN CONNECTION WITH THE TK.T. ASSOCIATED ENGINEERS We _%, ItC)
PERFORMANCE OF. WORK ON THIS PROJECT.. EXCEPTING FOR LIABILITY ARISING 9259 UTICA AVE. SUITE 100
FROM. THE SOLE NEGLIGENCE OF THE OWNER. OR THE ENGINEER. DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
J.L. ( 714) 980-1982
OF
CHECKED DRAWING N0.
R.C.E. NO 23814
DATE 5/5/ R9 FILE NO 88-71 1356-
"AS BUILTS" e0-"
e
1850
STA.1t66.7/
............ ............. �
-------- __
EX/ST.72"7x,I _`
%3,o
1845
So. /9%
Lf.
18-R.c.P
1250 D
PR
n
0
O
IL E A
CON 5 T. 529.38 L. F. of 72" R. C. P , 850 D
4/00 = 524 cfs , V= 16.5 fps
REMO VE EX15T.
C//RF.3 OUTLET
1830
1840
EgvE5r.
TRA /L
20'
n 1
X/5T P4" C./'9.P.
V 'REMOVE EXIST. p¢` C.MP. TD
Vo q7,q SIDE OF E470E5rR/AH
rA-A /L
W
-*CONTRACTOR TO VERIFY
ELEVATIONS PRIOR TO
/'n A/ c rDjir TlnAl
4a90 E
y�E•••�--=„ �'-� Q ' 22 G f5
I 24 R•c.o ioo"
lz5o n V= 7.Ofps
PROFILE `8It
STA. 7+00.76
CON 5 r. M. H. 'A"
STA. 7-o,40-00
CONST. 77RA1-15 / T/ON
.5T2UcTURE
STA. 9+65.45
CONST. .l lJN C T/ON
5 T/?UC TORE ",q "
t ,
�Q' iE.E,�C/8T. TECE�'yDNE�
" �rE-EX/5T 4 G.4S.
I,,9v� \ k •� V, \
i
CONST.
.34.,42 L. •,
72"R.C.P.
8 50 D
0,,,o= 524cfs.
V . 16.5 fps
K.
�I
PROF/L
HOR/Z.
VERT.
BENCH MARK
ASSOCIATED ENGINEERS BENCH MARX, NAIL
AND BRASS TAG IN TOP OF CURB 695.00
FEET EAST OF CENTERLINE ARCHIBAL D
AVENUE.
ELEVATION= 1755.82
STA. 11+51-68
C ON S T. M. H. ;4
5TA. //+54.0J
B.C.
S'rA. /Z + 24.22
L
E. C-
-STA. 1Z+3b./0
CON5T. 66- R.O.P.
/"LET PEFz
OE TA /4 5//r. /
STA. /2+47-41
T•9
I
CONS TR UG T ,
8209 4-F OF 66`9CP
•
1830
Sc a /e lie r t 1,,-4, - 1
w 40'
Nodi / c #,o, -i2 /"= 40' a100z524Gfs, V'P2./ crsI
7 8 9 19 6
awrecr 4"Ass w ; Luce
NA
ni
P L/NE � LOD�QD//it/.4TE W /771
1.l
v p\ hh E�vEs P T<cT 7rYEPlIaE /A/
C
10
NECESSARY TO CNFECT
�Pv
nav oMfLAft- LA)IrY w/- vNY 11
72"R.LPTo EX/STM.Nre/4J
U) RQ
Riw 4Oi
k _ r --- ---�- �-- - ----
-_ e o ' --�- °_- - -----g'
/A
i - C6AlSt. 72 2G/� I I
4 2 SEE PRO LE ons f. 66 "R.C. P. -
_ 2 / 3 4 3 /V 89 • 43 38'" E 6 T _ B 9 �_ /O _ 1/- cl�) /2 _
if -Const 72 A7C.P Comf Coro"R..C.P. 3 �` + wd
Q-- - ---------------------------___-_______ -- - ------ - - ____-_ _-_-__-------- - - -- - - -- ---- -----
�-
Q
� '� N 44' s B'3 a" E I
I j SEE PR Of E 3 W h I e I I ' \\ /0
lz
II I 41 4I
CY15T1NG ARCH CONDUIT I I LRIW a ) l,� I 51,4.12* _ 10
TO BE SACKCILLED W1 r# opal 11czi
�I ty N SLURRY. O 0�' `N •� p C W v y M Q, `+I O 7 41 1 n/aty�i f�stvl/ qi
ti L IIn r4 1 / a
� �^ ,� 0 C � 00 � d• '1` ie . H a V � � h H ' , �
l FG
ti �h
CONSTRUCTION NOTESf-H/L L S/DE ROH D �" 3� °'� �n �h4 �,
1�--INSTALL 72' RCP l•� �j)
22 -INSTALL 66� RCP 6 9 8
3�INSTALL 24 RCP
44 INSTALL 18' RCP
5 INSTALL 24' CMP
66 CONSTRUCT CATCH BASIN NO. 1 PER CITY STD. SO2.
77 CONSTRUCT MANHOLE 'A' PER CITY STD. 510.
88 CONSTRUCT JUNCTION STRUCTURE 'A' PER CITY STD. 508
99 CONSTRUCT TRANSITION STRUCTURE PER L.A.C.F.C.D. STD. 2-D188
10 CONSTRUCT CONCRETE PIPE CONNECTION PER DETAIL SHT. 1
11 CONSTRUCT 8' CURB AND 24' GUTTER PER CITY STD. 303.
12 CONSTRUCT 8' A.C. DIKE PER CITY STD. 313
13 CONSTRUCT 4' A.C. PAVEMENT OVER 4' CLASS 11 AGGREGATE BASE
14 COLD MILL EXISTING PAVEMENT (.10' MIN.)
15 REMOVE EXISTING A.C. PAVEMENT
16 CONSTRUCT A.C. PAVEMENT OVERLAY (.10' MIN)
17 PAINT YELLOW CENTERLINE W/TYPE 'D' PAVEMENT MARKER PER CITY STD. 407.
18 FILL EXISTING CONDUIT WITH SLURRY BACKFILL
19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 518
20SAWCUT EXISTING PAVEMENT AS REQUIRED
21 ADJUST ITEM TO GRADE.
_
C[/R VE DATA
RR- 56, DO'
L = 70. Z/'
4 = 7/049137"
T = 4d. 56'
NOTA.
UTILITY LOCATIONS AXE ArMOXIMATE.
LO 7fWTOR Tb LOLATE AND VEKIFY
ELEVATIONS PRIOR Tb CON5TKU-TIDN.
FR�r ESS1()Nq
Do� Fti
a No. 23814
* Exp. 12/31/89
`fit CIV1k- �!
4lE OF CAI�F�1
•
rw
3 ALTA LOMA 4
STORM GRAIN
'SAS BU I LTS��
/860 N. LIP
t /001 V. C. �c —
U V P / = 59.92
tj
v� oIk' vi 0 .300' V.C. �\
M h ^ h N V tis FIA//SHED SURFACE ra % S7-ZEF7-
D * r\ M
O�
/860 -- — -o�a� tih �1 %N /850N.LIP�
- O. 448 / N ti
Ton Gro de — — -- -- - -0.3/6/. ►� N O ti ti
-- -- -
__
v V
N h EX/57 SURFACE STREET 0 Ik �;
h b
*�
EX/57. S'OZ17'W SIDE -. V. Fl. :57.18 h
rv,o of cv.e8 v `'
EX/ST, SOUTH SIDE TOP OF CUr2B � � "` � V
v J �
_ N N 0 ti
/860 S. LIP
GURB d /8`Ci UTTE2 ►°.
o
rj
14
v m o M n pN
by �v h� h �
,=-;(1 ,5 T 5ov7N
5/-D E L
\ h � -.�
' F'X/ S T. SOdT/f/ s11JE
EDGE OF pr}YErJENT Ton. Grvs�
PROFILE SCALE
HOR/Z. /"z 40'
VER T. / Is = 4'
0 / 2 3 4 5
57-A. 0t36.00
BEG/N STieEET
/MPRO✓EMENTS
CROWN 7-RA145/T/ON FR nM
%/' A10R TH OF IC- TO //' 50 0TH OF 4
CRow/v AT //' 50117'H of Tr
0
7
F
CROWN TRAN5/T/oN
FROM //' 30,VTH OF '�-7 TO
BENCH MARK
ASSOCIATED ENGINEERS BENCH MARK, NAIL
AND BRASS TAG IN TOP OF CURB 695.00
FX/5T. NoR7H FEET EAST OF CENTERLINE ARCHIBALD
\ SioE G/P AVENUE.
\ ELEVATION = 1755.82
a
z
/840 N. L IP \
\ U \
//O' V.C. \
/30, VC
VP./.= 48.33 "lOm V.P/.-9y./6
Tan. Grade 0 N vk
�• Oi�1 0 � N
'1850 /840 /830 N.L
� 01 N � � ly W , U � � \ Tan. G ra do
/30' V. C. Ql h' N 0 O %-k V \
P. /. 4B. 24 pvi
N
T. 50,eF,4 c,5 na 57-r2EE 7-
e �• oat
t
°/850 S. L IP o \ �IP40. S LIP 183011
oM , \ \ EX /ST. SOUTH 3/DE
h (y' 01 TOP o F c vQ
,X/57-. -50 7-# 01
SIDE �- Q1
M z
A
1t)
9
w u
" /0 // /2
Opti
CO/,/5 T A. C. PA VEMENT OVERLA< y
4" A00AzEC3ATE' 0-4SE
COH6 TRuCT 8"--
0kD ? L 57A. //t8/.DO
m
1(� p
V JvTS
ti
J k k END OF STREET
V N j IMPROVEMEN
C1198 e 24• Gt/TrEre—
o
-7Qg�
EX/5T .500TH
b
�' ` v
t
0
n \
.5APE
I. ry (p W p` h M
N
�kW��W � Z�0
N ^ y N k9 ,°o Z v Q 22p�1` a 0 II�Q O 3I o �•)
I
a a► � ql N q Ib
I) U 4 'KIT ti h ti 4 m h11
�` � • ����� �� ���.\J�Z � _�i1Ko2' - \�� S.\ ' - \ - � ii �
— y
North R/W Ex/sr.. —,c—uRe h
1 Lk _
" 5
EX/STBCURB 6 TTE-1
.WV � — T7' --7 �0 20 120
320 21 8 4 1
•o ---rI
-
V
_ t>, . '. •,� -
Y�k�
b UB - ;- -1 - � - - ••- , �-==- -C. _.. - --__-�-w_e he��Q�.L
k1---
-�v
C15
15 � --_ ••-�x� -OS-�—d_. -RwCdP=- t_t.o. - r0
r C1 14 �—
EX/SrG8TT
- • - h��1-b - -°(V•-�0 • !-N-:
- •
-
r
•^if
E R� S' 1 �- - --- � -tom► - "f ` � -- - - ^Y ----`c,� \� ' ;1 '
�!
1AJ7
EX/ST. B"CURB /B "GUT TER o I F ?, 412South R/ EX/5T/"0 EOGE �+c OI'w (L1eJm! I Q O? OF PAVEMENT O Y�
Q N (M Exist. Rabble Arch Consvit Q 1 N F
� m q; %3 (I OI W }� p
sj q� I p 3 ati : IM q'I3 a Nm0(p � W
(� (W ov Cil I o� A C ti °�tLk i.mt -j"(�v
14
pal.
CONSTRUCTION NOTES a 2 cWp ti J p 0`� V Qo14
1 INSTALL 72' RCP0( N 0 QILJ) L6W� W V R
22 INSTALL 66' RCP
3 INSTALL 24' RCP
4 INSTALL 18' RCP J a W FUTdRE c, l G.
W3�
INSTALL 24• CMP m 4
�-
a -CONSTRUCT CATCH BASIN N0. 1 PER CITY STD. 502. HILLSIDE
ROAD 2 SCALE ���- 40'
�ONST-C
RUCT MANHOLE A PER CITY STD. 510.
88 CONSTRUCT JUNCTION STRUCTURE 'A' PER CITY STD. SOB N
CONSTRUCT TRANSITION STRUCTURE PER L.A.C.F.C.D• STD. 2-D188 a
10 CONSTRUCT CONCRETE PIPE CONNECTION PER DETAIL SHT. 1
11 CONSTRUCT So CURB AND 24• GUTTER PER CITY STD. 303 . U
12 CONSTRUCT Be A.C. DIKE PER CITY STD. 313
13 CONSTRUCT 4' A.C. PAVEMENT OVER 4' CLASS 11 AGGREGATE BASE
14 COLD MILL EXISTING PAVEMENT (.10' MIN.)
15 REMOVE EXISTING A.C. PAVEMENT
16 ONSTRUCT A.C. PAVEMENT OVERLAY (•10' MIN)
17 PAINT YELLOW CENTERLINE W/TYPE 'D• PAVEMENT MARKER PER CITY STD. 407.
18 FILL EXISTING CONDUIT WITH SLURRY BACKFILL
1:+ CONSTRUCT LOCAL DEPRESSION PER CITY STD. 518
20 SAWCUT EXISTING PAVEMENT AS REQUIRED
DJUST ITEM TO GRADE.
2!-.
LEGEND
1zEMOVE EX/ST. PVMT.
®
Wk JW
I830S.LIP
9
w u
" /0 // /2
CO/,/5 T A. C. PA VEMENT OVERLA< y
4" A00AzEC3ATE' 0-4SE
itpQ� V
0kD ? L 57A. //t8/.DO
m
1(� p
V JvTS
ti
J k k END OF STREET
V N j IMPROVEMEN
I. ry (p W p` h M
N
�kW��W � Z�0
N ^ y N k9 ,°o Z v Q 22p�1` a 0 II�Q O 3I o �•)
I
a a► � ql N q Ib
I) U 4 'KIT ti h ti 4 m h11
�` � • ����� �� ���.\J�Z � _�i1Ko2' - \�� S.\ ' - \ - � ii �
— y
North R/W Ex/sr.. —,c—uRe h
1 Lk _
" 5
EX/STBCURB 6 TTE-1
.WV � — T7' --7 �0 20 120
320 21 8 4 1
•o ---rI
-
V
_ t>, . '. •,� -
Y�k�
b UB - ;- -1 - � - - ••- , �-==- -C. _.. - --__-�-w_e he��Q�.L
k1---
-�v
C15
15 � --_ ••-�x� -OS-�—d_. -RwCdP=- t_t.o. - r0
r C1 14 �—
EX/SrG8TT
- • - h��1-b - -°(V•-�0 • !-N-:
- •
-
r
•^if
E R� S' 1 �- - --- � -tom► - "f ` � -- - - ^Y ----`c,� \� ' ;1 '
�!
1AJ7
EX/ST. B"CURB /B "GUT TER o I F ?, 412South R/ EX/5T/"0 EOGE �+c OI'w (L1eJm! I Q O? OF PAVEMENT O Y�
Q N (M Exist. Rabble Arch Consvit Q 1 N F
� m q; %3 (I OI W }� p
sj q� I p 3 ati : IM q'I3 a Nm0(p � W
(� (W ov Cil I o� A C ti °�tLk i.mt -j"(�v
14
pal.
CONSTRUCTION NOTES a 2 cWp ti J p 0`� V Qo14
1 INSTALL 72' RCP0( N 0 QILJ) L6W� W V R
22 INSTALL 66' RCP
3 INSTALL 24' RCP
4 INSTALL 18' RCP J a W FUTdRE c, l G.
W3�
INSTALL 24• CMP m 4
�-
a -CONSTRUCT CATCH BASIN N0. 1 PER CITY STD. 502. HILLSIDE
ROAD 2 SCALE ���- 40'
�ONST-C
RUCT MANHOLE A PER CITY STD. 510.
88 CONSTRUCT JUNCTION STRUCTURE 'A' PER CITY STD. SOB N
CONSTRUCT TRANSITION STRUCTURE PER L.A.C.F.C.D• STD. 2-D188 a
10 CONSTRUCT CONCRETE PIPE CONNECTION PER DETAIL SHT. 1
11 CONSTRUCT So CURB AND 24• GUTTER PER CITY STD. 303 . U
12 CONSTRUCT Be A.C. DIKE PER CITY STD. 313
13 CONSTRUCT 4' A.C. PAVEMENT OVER 4' CLASS 11 AGGREGATE BASE
14 COLD MILL EXISTING PAVEMENT (.10' MIN.)
15 REMOVE EXISTING A.C. PAVEMENT
16 ONSTRUCT A.C. PAVEMENT OVERLAY (•10' MIN)
17 PAINT YELLOW CENTERLINE W/TYPE 'D• PAVEMENT MARKER PER CITY STD. 407.
18 FILL EXISTING CONDUIT WITH SLURRY BACKFILL
1:+ CONSTRUCT LOCAL DEPRESSION PER CITY STD. 518
20 SAWCUT EXISTING PAVEMENT AS REQUIRED
DJUST ITEM TO GRADE.
2!-.
LEGEND
1zEMOVE EX/ST. PVMT.
®
CoLo M/Li- ,--X/Sr. PVMT. I
CON5T/2(JC7- 4"..4-C. PVMT.
OVElZ 4"Cl—ff A&6AZEG4TE OASE
CO/,/5 T A. C. PA VEMENT OVERLA< y
4" A00AzEC3ATE' 0-4SE
9'
r
/. 5'
+r
0
2 Exiaf �`.
Cu' -b and ;'.:
Gutter
No r /h
LL! J
'�p iI
G cv'
TYPICAL SECTION
STA. 2+6 o r0 -15 TA. 6+75
Sco/e: Vert.
//Oriz- /"=
tiF—
A.
_
0
Z 1
I 7
Exis f 16
Z'.Od%" 2 00
Carb and 1�1 OS %� t• 6.S ...--- �
Gutter I 3•
L:=, •io
I -^f 14 5 -
22
9.0'
Z
vQ��`f
2. t
• -C. Io•
A -
13
16.15'
TYPICAL SECTION
sTA. e+ZS rO -5 7A. /O f50
24 GUTTER ' �i ---r r I
14 Ih
I6 T I7�� 20
_db _ O
-- T
rN IN 4 EXIST. 8" F ; j 0
'T Q„ FCURB B
k W p ►. O Q 3 Q I3 24 GUT 7ER o r l
41
� mq• �,�v A�, r r I 1. �,
0 0 ,
W W I �• \l � r •� !Q i;
� I
I NW
oR?V ESS/04f. Q 1 r p
�a NT
a No. 23814
4: Exp. 12/31/89
elf OF C Al\EO��
/3' 3
Z-0. i
ExcEPT sTA. 8+4Z To srA. 9t32'I
As GUILTS
°