HomeMy WebLinkAbout2116 DISK IN CONCRETE WING WA/4 STAMPD
T TRACT O. 16181 I I CI O
BRASS'S
CUCAMONGA BM 10032 1987"E
EAT
COWRAUTORSM.B. 284/6°3-64 THE NE CORNER OF FOOTHILL BLVD. AND EAST AVE.,lIvENERAL NOTES: FRI VA TE ENGINEERNO 7 7CE TO
II
A.C. ASPHALTIC CONCRETE 5 FT SOUTH OF NORTHERLY END OF WING WALL OF
�h
k 'r BRIDGE ACROSS ETIWANDA CREEK.
THIS PLANS THE CITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITIES OR .-I _ r I= w ,..; t f I B.C. BEGIN CURVE
E IN ACCORDANCE WITH TH ,
WORK SHALL BE DON r= :, v ;: I:: ..tt •. B.V.C. BEG. VERTICAL CURVE
1. ALL W
ELEVATION: 1195.43
SPECIFICATIONS STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED
BY A SEARCH OF ;• <, < W, H ,.w� �-•�,, .� ��.� R f�. .� � � ,,.,
0 CUCAMONGA STANDARDS, AND THE STANDARD K
OF RANCH .� `� ':` - :I �: ,... r w�'
• KNOWLEDGE, THERE ARE NO � B.W. BACK SIDEWALK
/ EAR/NGS
S TO THE BEST OF OUR KN r- r.xa . . I I_. � ., a�a :: ALONG FOOTHILL BLVD.
FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR AVAILABLE RECORDS,
M 3 - (-.. ,3 .4x. ,_ x;y .;_ , c,y C.B. CATCH BASIN 1NE BEARING of N 89 11 35 E AL
ADHERENCE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE a.. I! ° ' .w ( AS SHOWN ON MAP OF T. 15711-2 MB 27911-5
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADH r I
.t �I . ., k i ': C.L. CENTERLINE
SUPPLEMENTS. NTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 1 x , F... _ nx }z,; I ;...k
TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE S CO
PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR '~ k f �''� E.C. END CURVE
=1LE, f I (_
tteAa Aw py
._ U..._ .»a.:.... . .0....-.,a ' ._r„„,...,„g. ",'. +'` .._�c..a ;• _.mc':(!` 'c •1 E.P. N T
4._
ILITY PIPES I __....�.�__�� � �;_„.r_,., EDGE PAVEME
POWER BILITY AND RESPONSIBILITY FOR THE UTILITY -
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR FURTHER ASSUMES ALL LIABILITY
CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. ' �. I E.G. EDGE GRADE
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT C1
P11 E.V.C. END VERTICAL CURVE
PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN �' q
I I C
OWN ON THESE = „ - _
SH F L FLOW
.., ,.� v..�;�� ,_..., _� .... . _ ���= . -�.�. " � -- ..n�. I f q� F.L. LINE
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ; ; I =. MIL AVE a
� a>� :_ F.S. FINISH SURFACE
S REQUIRED AT NO DURING THE COURSE OF
RELOCATED, OR PROTECTED IN PLACE A Q FOR THE JOB SITE CONDITIONS D L I I `�'
REMOVED, RELO RESPONSIBILITY
r
• OF ALL PERSONS AND 2 ,_. � �� �. , : �� ,. � ,M.:.�� �_. .n..., G.B. GRADE BREAK z
COST TO THE CITY OF RANCHO CUCAMONGA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY p , 11
° " _ f v t
S
SLY AND NOT BE LIMITED TO ' H.P.
TY THAT THIS SHALL APPLY CONTINUOUSLY `�� H P HIGH POINT a
PROPER
SHALL FAMILIARIZE ., .. ,
J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT G HOURS ANQ THAT THE CONTRACTOR SHALL DEFEND,
' . ::: �' - �, "� INV. INVERT
i t E i �, ,., �_;. `t 1. tTJ
RESPONSIBLE FOR ANY
NORMAL WORKIN i1= I _, i �.,°. o,
BE SOLELY ANY w._ �..,, E .: ; ., L ( r O.C. ON CURVE
HIMSELF WITH THE SITE AND SHALL INDEMNIFY AND HOLO THE OWNER AND THE ENGINEER HARMLESS FROM / / z q
R INDIRECTLY � ��.-� .w.�-�-� `=.w.,_..I, .,.� .. ,��.- ,.r...TM� � � ��~�r_ a ; � ,<., �.�_ t��.� I�. f..w._.... = P.C.C. ND CEMENT CONCRETE
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY 0 GED IN CONNECTION WITH THE
g � .� �; � ,�� PORTLAND '�+ ,o
AND ALL LIABILITY, REAL OR ALLE ,
r
`r{.a,:;.l �.....,,,.r^:,g °.,y, ;. 1.R.:t':�. I......p.... m. .�t..<... ..,_ .. ._�: � .'^r?° �'T `.:�' / � W
NOT SUCH FACILITIES ARE SHOWN
S WHETHER OR N NG
OPERA 11Y ARISI
_ �m;,} ¢ � � �� .s awl �� .�,, f r f
FROM HIS OP PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIL
PERF
F:.; .t I ..e. I ¢. I Ij f CR} RIDGE LINE PROJECT SlT
} B ,�,..,�,..� _ .¢ f... � �^ ��,..,v,µ a....,,4„.! a.. It.. � Ys ,f'��'+ l l
ON THESE PLANS. ER OR THE ENGINEER.
EGLIGENCE OF THE OWN "` I RIGHT OF WAY
FROM THE SOLE N /
, � RAW
G e R # gg t.4
� TANGENT
I
r
r
BE OBTAINED FROM THE
CITY OF
RANCHO GucAMONGAN
n "" / / � T.C.TOP OF CURB
4. A PERMIT SHALL SHALL Y
OR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND / �' '' r_m� � �'��
ENCROACHMENT OR CONSTRUCTION
CONTRACT . ��.., I=
G DEPARTMENT PRIOR TO
ANY Q � ,;, ,.. ..:..... .... .... ..., ----.
SERIN r, -. _..,. -' �.�.w_.� ._apv. :...._m_� � _,�.� _...,,.�� -.�_... _. ._. ,.... ...M. . op d - _.__ ,' AF . ..�. _.....�.�.._ ���..k�.. ��_.m..... .N
ENGIN ENGINEER PRIOR TO THE COMMENCEMENT , . '`�..
REPORT ALL DISCREPANCIES TO THE EN v a..f.. -a °.m �.M I _ ,. ____ ..... f ; /.�;.. / ...w. .. w..:._ � � .../.r.w.... .._._..� .s.W.,._y. W WIDTH FOOTHILL
WITHIN CITY OF RANCHO CUGAMONGA EASEMENT OR RIGHT OF WAY.
CONTRACTOR TO NOTIFY THE r.
.., w...._ ._m._.
OF ANY WORK. IT IS THE RESPONSIBILITY OF THE ��---_ -
_ _.. BLVD
`.`'„a, V VERTICAL DEPTH
EER OF ANY DISCREPANCIES. BEGINNING OF
WORK MEANS ACCEPTANCE -
- -�-�:.�._m�.:��� µ..ug._. __.�w��m.:._.._..__�. . �.�. ....�.M�.N_�., ..._. .
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER.
ENGIN
._w_m.® _ 590.69} INDICATES EXISTING ELEVATION CHESTNUT
PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT
OF CONDITIONS. _ �... _ __ �� .._ :. �__ _.._ _..wt .v.. ...... �.,:� ; ,�� __ �w -
__...__ _w.. _.._.._ I I � - 590.69 INDICATES PROPOSED ELEVATION v CHESTNUT Q
POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE
STAKES MAY BE REQUIRED CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. - -�
THAN 50 FOOT INTERVALS. ADDITIONAL PAVING
84200@ �- P •-•- d
BY CITY ENGINEER AS NEEDED
AT WARPED OR VERTICAL CURVE AREAS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER .=.=.-! _
2.1 W
FOOTHILL BL VD
INDICATES SLOP 44
VALVE BOXES, UTILITY BOXES AND LIDS, ETC. -! -
._v...,w __.__...._ AC PAVEMENT
SEWER WATER ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS,
6. ALL , �, , ._. .._._... .. . � -..-_....._. . ' �_ o
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
AC REMOVAL 7MMAS GUIDE PAGE 574 1-B
7. COMPACTION TESTS OF EMBANKMENT CINDEX MA PONSTRUCTION, TRENCH BACKFILL, ,,, GRINDkICINfff MAP
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED
CUCAMONGA. A WRI7�-EN REPORT WITH f � EDGE OF PAVEMENT NOT TO SCALE
AT NO COST TO THE CITY OF RANCHO EXIST.ST, R W
SUBMITTED TO THE CITY ENGINEER EXIST. R/W CL / SCALE: 1"=150'
THESE COMPACTION TESTS SHALL BE
FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR NORTH I SOUTH
SURFACING. {
PAVING A MATERIALS REPORT SHALL BE SUBMITTED so' 50' ULTIMATE R/W EX. R W EXIST. R/W CL EXIST. R/W
8. AT THE COMPLETION OF , CL
TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED NORTH SOUTH
NORTH. � SOUTH
TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT
w
PAVING. 47' ' -
9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL EXIST.
® 6® 50' 65' 55'
BE SUBMITTED To THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- VARIES VAR. 32't EP SIDEWALK 6' 13' 47' EXIST.
TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EP
® EASEMENT 40' 1 10' 55' 32't
EQUIVALENT OF AGGREGATE BASE. VARIABLE AC OVERLAY -
15' SAWCUT & REMOVE
WITH R-VALUE AND PAVEMENT ' MIN.TYP. 1' MIN.,TYP. VAR. 4' VAR. 16,5't VARIES 7' 7' " 32't
10.PAVING SHALL BE PERFORMED IN ACCORDANCE W 1 , VAR. 25'-16' VAR. 30'-39'
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION
w -
21 2 WMAX. 14.5'MAX. EXIST, VARIABLE AC OVERLAY
OF THE STRUCTURAL SECTIONS. ' 1 -
1 7'MIN. EP 2' MIN. 16' " 2 t
EXIST. AC PVM NT, o Z 3� 7 0.5'M I N. _
SAWCUT
11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONS/STS _ ____� SAWCUT & REMOVE SAWCUT & REMOVE
E PREPARED BY REMOVING 2'3%3 - - -- ________________ 1' MIN.,TYP. &
OF A ROCKY MATERIAL, THE SUB GRADE SHALL B _ __ ________ 1' MIN.,TYP. 3.5' 6.5' REMOVE
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR k � _ �--- ------------- -- ------- ---
FINE GRADE MATERIAL OF ,, _____ �tI�°, 'E- ---------------------------------
30%,________ _ p 2, 2� _ 1
DNS SHALL BE FILLEQ WITH A ------------- "-- I I �~
DEPRESS/ �r� ��� I€II ;IC ICS _./ C _ - 2% _ •4oq
f _� 1
w TO -
R/AL. - ._ , ,u CCI ..wC?I. C I I . .! g_..... �..,_rv. I -______ Imo® . 3.10 ________ _ _________ : _-�-- --.- 3.20%
QUALITY BETTER THAN THE NATIVE MATE I ... f f �_ _____
_ . � ¢ M.M. = W
I I CW'711 __..:.I �..,... C,....I I G I .....0 _ _ _ _ ____ _ _____ - ___ _- _______ -_____ _______
w., !I€ �t� $Nax6F I I I3� Ee4 , ---__ --
..--.-.............__.,, _
"._...... u......._. ........ ^.
-GRADE A SOILS " ��"'"' -- --_ ___ _ "�
___- - ______________ • <_, s s.
TO BE PLACED ON SUB-GRADE, gg ( _ _ _
F THE ASPHALT CONCRETE IS 9 ____ ___
12.I _
G IMPROVEMENTS I f, w_- _._ �.._a g.._+....- L. .r .. ._„,.�I. ______ '� .._... ____
ROVEMENTS EXISTIN ___.. _,
STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.G. AND P.C.C. PROPOSED IMP .._..,_._ _ ___�w...___ _.... ,.. I fi=_ _________ _ .-_..,.I
� ww� I _.E I; ��� �;I=6 �s I �8..?; �.,� . ,.m .�.a _______� °I��.:.":.. � _� ¢ ...�... I_.__,_ ... m. 1 ..�_w .._, ... I ��� _...: �.m1
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED
7 L,¢ ��� _.m�n�� ¢� _: ��._�.L. ���a.--_III ._�m.l� I ..L� I s I .�_I I I � f �, __________..__
E FULL PAVEMENT WIDTH PRIOR TO PAVING. a._ I I l �I!L. wWI I# ..-,I I I. ._I i -�_....9=
RATE FOR THE FOOTHILL BLVD SECTION 3
� �
3
13.ESTlMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE FROM STA. 347+71 .30 TO STA. 349+73.07
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A NOT TO SCALE
PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS
BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT TI=9.0 R=72 PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS FOOTHILLSECTION
SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. S7REET CON87RUC77ON NOTES OUAN77TIES FOOTHILL BLVD SECTION
FROM STA. 356+75.10 TO STA. 356+90.10
14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A
AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. (1 CONST 5" THICK AC PAVEMENT OVER 6" CLASS 2 AG. BASE 18,465 SF �- 1 F FROM STA. 349+73.07 TO STA. 353+03.07 NOT To SCALE
NOT TO SCALE TI=9.O R=72
15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 1 A CONST. 4 THICK AC PAVEMENT OVER 4 AG. BASE (MIN.) 9,023 SF
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 2 CONST. 6" CURB AND GUTTER PER CITY STD. PLAN NO. 104 425 LF TI=9.0 R=72
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS (`) CONST. 8" CURB AND GUTTER PER CITY STD. PLAN NO. 104. 910 LF
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, 3
4 CONST. CURVILINEAR SIDEWALK 4" THICK, W PER PLAN, PER CITY STD. PLAN NO. 10J. 6,709 SF 1 < � l
A NEAT CLEAN HAZARD _ P PER CITY STD. PLAN NO. 102. 1
16.WORK SITES AND EXTERIOR STREETS SHALL BE IN (S)__CONST. HANDICAPPED ACCESS RAM
RUCTION. SITE SHALL BE CLEANED102 LF / / °
FREE, ORDERLY STATE, THROUGHOUT CONST
UPON REQUEST OF THE INSPECTOR. 6 CONST. CURB TRANSITION FROM 6 TO 8".
ST. 8" MEDIAN CURB ONLY PER CITY STD. PLAN N0. 104. 1,690 SF �- °� W,Ly ELY
BS PRIOR (D-CONST 0. 300 "W" PER PLAN. 1 EA EX. R W R/W R/W
17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS - CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN N ULTIMATE. R/W 0L /
TO FILL PLACEMENT. 9 CONST. LOCAL DEPRESSION PER CITY STD PLAN NO. 307 1 FA NORTH S0UTH 64'
18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS 10 REMOVE R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS 0 S4 SIDEWALK
w 60' 50' - 12' 20, CL 20' 12'
PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 11 INSTALL STREET NAME SIGNS PER CITY STD. PLAN NOS 401-A &� 401-B. 1 EA EASEMENT
OORDINATED BY 1 -
��E
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. 12 INSTALL STREET LIGHTS 9500 H.P.S.V. BY S.C.E., PAID FOR AND C 6' 57
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION
EXIST.
MR. JAMES FREI 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134 4 EA EP 0.5' 1 4' 7.5' 7.5' 4 ®'5
FOR BASE LINE ROAD CONSTRUCTION 14 ADJUST MANHOLE R/M TD NEW GRADE ,3 Eq 3' 2'-12'____.w_ 16.5 t VARIES 4' 3' 32 " 0 A 1
VARIABLE LEVEL LINE AC PAVEMENT 1 A 2% I
800 483-3000 15 - ADJUST WATER VALVE TO NEW GRADE 11 6' " 2%
ONE COMPANY ) f w 2:1 MAX. 4,. � �* 1.7% SLOPE
B. GENERAL TELEPHONE ( �`f� AC OVERLAY ----� .,-.1 7�� , 2'1 MAX.
FOR UNDERGROUND SERVICE 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. SEE LEGEND 0.5' ® 6.5' 10' A&cuT 2 SLOPE _
EXIST. REMOVE
BUS BAY EP 1' IN,,TYP, •,.
G. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 17 CONST. BR/CK &• MORTAR PLUG 1 LA MIN• 2 MINW�UT � T .
„ I SA , : CONIC. �._ GONC.cuRB CONI. CURB 4 CONIC.
1981 W. LUGQNIA AVENUE 18 CONSTRUCT 8 A.C. BERM PER CITY STD. PLAN NO. 104. 203 LF & 1 MIN.,TYP. SIDEWALK SIDEWALK
EDLANDS CA. 92373 4. REMOVE 1 I & GUTTER � � & GUTTER
R ,
1 g CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 101-C. 996 SF W=6' 2 1 2 1.90% TO 1 1% IN. : 4
D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 20 CONST: DRIVEWAY APPROACH PER CITY STD. PLAN N0. 101-A. 8" THICK (W=PER PLAN) 142 SF ---- ------------------------------
- __ ___ _
CORNWALL COURT
10440 ASHFORD STREET ® 2 30% -----------------------------------�� ' ' -- - --- ____
CUCAMONGA, CA. 91729 (� CONST. LIMITED ACCESS PER CITY STD. 105-C 26 LF ---_ . ^� - -- --_ ___ _ ---------------
RANCHO ~
4
...14 700 SF ------------------
7
I Ci.-•
�� I{ � .1., Et Ifl .f ;� ISECTIONTYPICAL
E. METROPOLITAN WATER DISTRICT (909) 776-2664 22 SAWCUT�REMOVE EXISTING AC PAVEMENT �w I, ,,� t,. a << w_,I¢ NOT To SCALE
JOE MIRONE CONST. 0. 10' MIN. VARIABLE AC OVERLAY. GRIND 0. 10' MIN. 22,292 SF 7
WATER SYSTEMS OPERATIONS GROUP 35 LF 154
24 -REMOVE EXIST. MEDIAN CURB T.i.=6°0 R=72
F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 2 CONST. CONCRETE WALK W/ BRICK BAND, SEE SHEET 5 FOR DETAIL. 737 SF
7951 REDWOOD AVENUE
FONTANA, GA. 92336 26 CONST. STAMPED ASPHALT PAVING, TO MATCH EXISTING ENHANCED A.C. PAVING &' LOGO 2,805 SF PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS
WITHIN AREA OF ROUTE 66 (FOOTHILL BLVD.) FOOTHILL BLVD SECTION
G. PACIFIC TELEPHONE COMPANY (714) 999-5639 HAND/CAP ACCESS RAMP PER A.P.W.A. STD. 111-2, SEE SHEET 5 FOR DETAIL. 2 EA. ® ,rt o
(�CONST.
00
19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 28 calvsT. BUS BAY PER CITY STD. PLAN N0. 119 1,392 SF
° FROM STA. 354+23.07 TO STA. 355+73.07 r T . war � T i APP x 'd
SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN L T EL T L/ / H NOT TO SCALE REVISE EDIAN CURBON H . • R ISE SIGNING AND STRIPING PLAN
INSTALL l ( N sE s 'E REVISE rT& E PP ON
LT PAVING
R /sE uA rrrlE AsNOTED
THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS@�__ Y . . / / YDEVELOPER
INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE TI=9.O R=72 1 SHEDS 2, ,�,
PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO T. / . . STD. 111- IFI DESCRIPTION
THE SATISFACTIONOF THE CITY ENGINEER. F l _ Q REVISION DATECONSTRUC77ON N07ES FOR IS TREES: N07F - APPROVED
-1
20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, S TORM DRA IN CONS MUC TION NO hES 0 UA N TMES
ET SIGNS AND FIRE HYDRANTS NOTIFY METROPOLITAN WATER DISTRICT, TWO (2) DAYS PRIOR TO ANY CITY o� RAIN' CHO C
THE INSTALLATION OF STREET LIGHTS, SIRE ,
SHALL BE LOCATED BEHIND THE SIDEWALK. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE
35 INSTALL 30" RCP ("D" LOAD PER PROFILE) J1 LF WITH CITY STANDARD PLANS WORKS WITHIN MWD EASEMENT. CONTACT JOE MIRONE-WATER SYSTEMS liz
36 INSTALL 24" RCP "D" LOAD PER PROFILE) 77 LF 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN OPERATIONS GROUP at TELEPHONE NO: (909) 776-2664.
An 16882 Q)(
TKA V T I
AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE FOOTHILL BOGLEVARDs CORNWALL COURT (:2
CONSTRUCT PIPE CONNECTIONS TO EXISTING STORM DRAINS PER 2 EA CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
CITY STD. PLAN NO. 328 CASE 3 DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, 78-v RCR STORM DR41N PER IsTREETAIPRO T 0"m
3$ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN NO. 331 1 EA AS DETERMINED BY THE CITY INSPECTOR.
DWG 1693-D. SHEET AA06 f7 AND 21 OF 7, %VTORN DRAIN PLAN
E ING SUR VEY MONUMEN TA TIONAST39 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN NO. 329 0 EA J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND
ACCEPTANCE BY THE ENGINEERING DIVISION. ® °
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD 40 INSTALL BRICK AND MORTAR PLUG 2 ,
200
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY
4. STREET TREES ARE TO BE PLANTED PER PUBLIC a�--- -... APPROVED B Y: � DATE
EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS. IMPROVEMENT PLANS ONLY. 1 CITY ENGINEER RCE: 24953
QNA�
Underground Service Alert ;
EQ BY THIS PROJECT o N Y '� W DESIGN RE ENDED
THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURB � h% L.61 ,S S
BOTANICAL MIN.GROW
o STREET NAME NAME COMMON NAME ,PACE SPACING SIZE QTY.
No 3663 A D L E 4SS AUTO CENTER DRIVE
TOLL FREE
�x3 � SUITE zaa
NO. 7635 MAGNOLIA G. a� �� DRAWN ® ONTARIO,CA 91761 SHEET
51
DATED: _-- -_-___ ------------ ---------------------- Exp: 12-31-2006 * CORNWALL COURT 'ST, MARY' NCN 3 FT. 20 FT. 0.C. 15 GAL. 10 �; - 909.937.9
ANTHONY HA L.S. NO.
7635 -- __ - - MRICV/DJ
® � En � erin co unities for Life www.madoleinc.com ®F
OR
2600
S�. �P
q CHECKED RCE No 36637 DRAWING No.
OFA\
TWO WORKING DAYS BEFORE YOU DIG DAT FILE No 11
PROJECT SHEET NO. __-_CSF--
J:\126-1833\streets\Offsite-Rev-02-23-07\stOl.dwa.3/1/200712:34:43 PM.CGb
_4---------
............
---------------
............
..........
BENCHMARK
...... 2"BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BY 10032 1987"AT
.............
7 7, .........
5 FT SOUTH OF NORTHERLY END OF WING WALL OF
THE NE CORNER OF FOOTHILL BLVD. AND EAST AVE,
. ........... ...............
-----------
7
RWANDA CREEK
BRIDGE ACROSS El
ELEVARON: 1195.4J
...........
_--------------
7,7_7", 7: BASIS OF BEARINGS
7:77t=_�77 THE BEARING OF N 89' 11'J5*E ALONG FOOTHILL BLVD.
7'1
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CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH FO 0 THIL L BL VD
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CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD AND ADUSTED AS CONST 8" CURB AND GUTTER, PER CITY SID. PLAN NO. 104. 17 CONST BRICK AND MORTAR PLUG. WORKS WITHIN MW0 EASEMENT CONTACT JOE MIRONE-WATER SYSTEMS FOC19%THIL L BL VD
NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC (�?)_111� OPERATIONS GROUP AT TELEPHONE NO. (909) 776-2664.4 CONST CURVILINEAR SIDEWALK 4" THICK, W PER PLAN, PER CITY STD. PLAN NO. 103 (18 CONST 8" A.C. BERM PER CITY STD. PLAN NO. 104.WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO F STATION 347+31.30 TO STATION J5J+00
INAL CONSTRUCTION. It
THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM 48 HOURS ,,,,,,,,)(:�)__CONST CURB TRANSITION FROM 6" TO 8 . CONST DRIVEWAY APPROACH PER CITY SID. PLAN NO. 101-A; 8' THICK.
PRIOR TO ANTICIPATED FIELD INSPECTION. IN T
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Y: DATE: 1(41107
PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF CONST. LIMITED ACCESS PER CITY SID. 105-C
RED—LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED CONST CURB OPENING CATCH BASIN PER CITY SID. PLAN NO. 300 "W PER PLAN. CITY ENGINEE
SAWCUTIREMOVE EXISTING AC PAVEMENT Underground Service Alert (p R RCE: 24953
AT THE SAME TIME THE 48 HOURS NOTICE IS GIVEN TO THE CITY CONST LOCAL DEPRESSION PER CITY STD PLAN NO. J07.INSTALL STREET LIGHTS 9500 H.P.S.V BY S.C.E, PAID FOR AND COORDINATED BY A CONST 0. 10' M/N. VA RIA BL E A C 0 VERLA Y GRIND 0. 10' MIN. CALL kv :�o DESIGN RECO DED
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THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION REMOVE EXIST MEDIAN CURB A IeD 1455 AUTO CENTER DRIVE
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BENCHMARK
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INSTALL R9-3o &¢ 3b SIGNS AND POST PER CITY STD. 401—B. (SEE BELOW) PLACE HIGH PERFORMANCE PAVEMENT TEXTURING SYSTEM
2 INSTALL 4" DASHED WHITE STRIPE PER CALTRANS DETAIL 12. AND LOGOTHERM THERMOPLASTIC PAVEMENT MARKING
(STREETPRINT PAVEMENT TEXTURING AND DECORATIVE
INSTALL TYPE "H" PAVEMENT MARKER PER CITY OF RC STD. 133. ASPHALT SOLUTION). APPROVED MATERIALS AND
4 INSTALL 4" SOLID WHITE EDGE LINE PER CITY OF R.C. STD. 133. COLORANT SHALL BE APPLIED BY AN AUTHORIZED ,
STREETPRINT APPLICATOR AS LICENSED BY INTEGRATED
5 INSTALL DOUBLE LEFT EDGE LINE PATTERN PER CALTRANS DETAIL 29. PAVING CONCEPTS INC. ALL WORK SHALL BE PERFORMED
AND PLACED IN ACCORDANCE WITH STREETPRINT
REMOVE EXISTING PAVEMENT MARKING SPECIFICATIONS.
PLACE STREETPRINT ASPHALT IMPRINT PER
SPECIFICATIONS ( SEE NOTE HEREON )
RAISED MARKER PER CITY OF R.C. STD. NO. 133
8" • 24"
, � STREETPRINT ASPHALT PAVEMENT RB
114' FT Q�` (HERRINGBONE PA TTERN; TO MA TCH BRICK
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3/8" LIP PAVERS; TERRA COTTA COLOR ) STAMPED A.C. �., # THK. A.C.
PAVEMENT �,�� PAVEMENT 1 1 LT PAVING.
:_ . " DESCRIPTION oREVISION
1/2 R ,� DATE APPROVED
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SUITE 200
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PROJECT SHEET NO. ____ F____
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