HomeMy WebLinkAbout2186 BENCHMARK
FND 1" ROUND HEADBOLT STAMPED
GENERAL NO TES: C'ddo"I�TY OF RANCHO CUCA GA "SB CO BM 0110 1 IN GONG. CURB
I ! I AT SE COR. OF 8TH ST. &° HAVEN
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
AVE., 1' SO OF NORTH END OF
STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. t-d""' T MA a POO 0'
I ' I /)
° CURB.
TRA mop 1690JO'6
CONTRACTOR SHALL
BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS I i I I ELEVATION. 1114.722
AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. STREET IMPROVEMENT PLAN
ES WATER METERS VALVES ---- -
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER FOL -------
FIRE HYDRANTS ETC. SHOWN 0R NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN __�_-_.__....___�.__�__-__�___.___...___._.___.___
9CONSTRUCTION NOTES
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL 8E REMOVED, RELOCATED, OR __�...__._.__...__�_®_�_�__._._®_®_®___.._...__�.._._.__e._�_.._.__� ®_�_�_
OF RANCHO CUCAMONGA. " "
- ------------ --'-'-- --------
PROTECTED
-- - '
PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY ___-_ ---
1 CONSTRUCT 5 MIN. THICK AC PAVEMENT OVER 6 MIN. CLASS 2 AGGREGATE BASE. 36,835 SF --- I � - -- �`w. �" ... M "��"
.. .►� � FvOrHitt acvQ.
OR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND (SEE GENERAL NOTES 9 AND 10) I � I
MON
J. ANY CONTRACT
SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULT/NG
DIRE
OR 2 CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN NO. 104. 1,836 LF a
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS
� ' 000ao �I '�
" ARROW ROUE
1,960 SF
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PR/OR TO �3 -- CONSTRUCT 4 PCC SIDEWALK PER CITY STD. PLAN NO. 103, WIDTH PER PLAN. I ,
CUCAMONGA EASEMENT OR RIGHT-OF-WAY. I __- _.. _. _ o 0 0 0 0 i ; ; I I
0
ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO I I ��x
CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102 & 103. 1 EA p x 2sM
ER. PAVING STAKES -SHALL BE SET AT JERSEY`BLVD
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINE I
IO
ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT
5 REMOVE POWER POLE UTILITIES TO BE UNDERGROUNDED BY OTHERS - PAID 15 EA --=- erg sr
E
MAY BE REQUIRED BY CITY ENG/NEER AS ( I °
MORE THAN 50 FOOT INTERVALS ADDITIONAL PAVING STAKESQ '
, ' � aaaooUl i
NEEDED AT WARPED OR VERTICAL CURVE AREAS,
FOR AND COORDINATED BY THE DEVELOPER)
t
s_
6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSS/NGS SHALL BE
6 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-A AND 401-B EA O ° z
6TH sr
CONSTRUCTED PRIOR TO PAVING.
BY THE DEVELOPER. (
Z COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND INSTALL STREET LIGHTS 16,0D0 LUMEN H.P.S.V. BY SCE, PAID FOR AND COORDINATED
- AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN BY THE DEVELOPER. 6I _ ` °
ALL SUB GRADES SHALL BE PERFORMED
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR �r� sr
STS SHALL BE u "
REPORT WITH THESE COMPACTION TE
LS AND 0R SURFACING
8 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134. EA
PLACEMENT OF BASE MATERIALS TRA T NO. ; T3 2 v� � i
TO THE / _
8. AT THE COMPLETION OF PAVING, A MATER/ALS REPORT SHALL BE SUBMITTED TO THE CITY ENG/NEER, LISTING 9�-- LA
ADJUST MANHOLE RIM TO GRADE. 3
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT
J2,885 SF
10 SAWCUT/REMOVE EX/STING AC PAVEMENT.
PAVING. f
�
34,335 SF
9. PR/OR TO THE INSTALLATION OF ANY PAVING, A MATER/ALS REPORT SHALL BE SUBMITTED TO THE CITY 11 OVERLAY EXISTING AC (0.1 Q' MIN. OVERLAY,} AS REQUIRED. ,
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND
IIS
EN 4EA
I
12 ADJUST WATER VALVE TO GRADE. _
;� ! III VICINITY A
SAND EQUIVALENT OF AGGREGATE BASE.
�.
r
,, i• s �.vY._�. �:� 4. ,, I� NTS
TESTS TAKEN TO DETERMINE °
0
I 1 a s a s {► ABREV/AT/ONS:
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R VALUE AND PAVEMENT °I
PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. I
STRUCTURAL SECTIONS
WHEN IMPROVEMENT ARE TO BE PLACED ON NATIVE SOIL WHICH CONS/STS OF A ROCKY MATER/AL, THE ----) - - CURVE - PAVEMENT
Ir , BC BEG/NN/NG OF EP EDGE OF P
11. WH
4''I "' I EC - END OF CURVE FL - FLOWLINE
SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND _
I 00000 � � � y � �I�
WITH A FINE GRADE MATER/AL OF A QUALITY BETTER THAN CONSTRUCT COMMERCIAL DR/VE APPROACH & SIDEWALK PER CITY BCR - BEGINNING OF CURB RETURN FS - FINISHED SURFACE
ALL VOIDS OR DEPRESSIONS SHALL BE FILLED 16 _
_ ___
NATIVE MATERIAL. o o a o o I�
THE SID. PLAN 101-C. 5 EA i ( I ( _ ECR - END of CURB RETURN GB GRADE BREAK
VC - VERTICAL CURVE PL - PROPERTY LINE
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE 8,125 SF ( ° o a a o o
Qf)- CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PLAN NO. 114. I Q ' I I BVC - BEGINNING OF VERTICAL CURVE PRC - POINT OF REVERSE CURVE
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURES I ; , ;"
E.P.A. FOR USE UNDER A.C. AND P.C.C. � � ( � . I°� ��,.,.��ro� � ,�<
L BE INSTALLED PER THE NOTES AND LEGEND HEREON. 45 EA. f ,
I ;� � � � o o a a o o � . m i� � � � MVC - MIDDLE OF VERTICAL CURVE RP - RADIUS POINT
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 19 STREET TREES SHALL I O O I nr _. :h,a r i T OF WAY
EVC - END OF VER77CAL CURVE R/W - RIGH
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. I _ _
0 CONST. CROSS GUTTER PER CITY STD. PLAN 106-A 1,436 SF
THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A - CURVE _ TANGENT RATE
� MOC MIDDLE OFC TC TOP OF CURB
WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 1 GRIND AND OVERLAY EXIST. AC MIN. 0.10: S.F. 0 o a o , ; � j CF CURB FACE TR
B/D. ANY ITEM OF WORK REQUIRED BY THESE PLANS 23,100 nn
U ; $� I s CL - CENTERLINE
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
i
HALL BE ,
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B S
__. ,
,..r I I
� om�.TM- -._�.. _ro._�. � BASIS F / SCS
CONSTRUCTED AT EACH INTERSECTION. I
__®__ _®_�_�_ _® _ _®____�_®_®_ __®_ ____�_ _®_ _ _ _ _-____� THE BEARING OF N 0' 12' 00" W ALONG THE CL OF
RECORD IN BOOK 4
CENTER AVE. AS SHOWN ON MAP R
15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION
BOTANICAL MIN. GROW --� �--_._.____.___®__�_ I ,
REQUIRED PLAN STREET NAME COMMON NAME SPACING SIZE I PAGE 80 OF MAPS IN THE OFFICE OF THE COUNTY
OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQU
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. NAME SPACE I I I I I RECORDER, COUNTY OF SAN BERNARDlNO STATE OF
t i
MAGNOLIA GRANDIFLORA NCN 8 FT 60 F7: 0.C. 15 GAL 9 I I CALIFORNIA, WAS USED AS THE BASIS OF THE
16. WORK SITES AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, HAVEN AVENUE "MAJESTIC BEAUTY" X I BEARING FOR THIS SURVEY.
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR, '
17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PR/OR TO FILL PLACEMENT. ARROW ROUTE GINGKO BILOBA MAIDENHAIR TREE 5 FT: 25 F7: O.G. 15 GAL. 9 �Na�X Mi4� CONSTRUCTION NOTES FOR STREET TR'EE'S-
18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL FAIRMONT
SCALE: 1" = 200' 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY STANDARD PLANS.
ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE 26TH STREET PISTACIA CHINENSIS CHINESE PITACHE 5 FT. 30 FT. 0.C. 15 GAL.
IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND 2: PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE
CED TO THE SATISFACTION OF THE CITY ENGINEER. N/LY CL R� FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED NILY CL R W REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
19. ON THE INTERIOR STREETS WHERE SIDEWALK /S ADJACENT TO THE CURB, THE INSTALLATION OF STREET R/W SLY I
LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. R I,y 100' J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
PHONE � TG ,3p' / , , , j 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
20. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION 11 22
14 36 36 7
NO. 1-800-227-2600. 22
0.5' 4'
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 13' EP LEGEND
1' MIN.
EXIST.
' EXISTING EDGE OF PAVEMENT EXISTING FIRE HYDRANT
L WATER DISTRICT 818 969-7911 SLOPE 12 Q4, VARIES -.
A. SAN GABRIEL VALLEY MUNICIPAL ( ) 1 MIN.
MR. JAMES FRET �` EXISTING CURB AND GUTTER
VARIES _ � PROPOSED FIRE HYDRANTS
23" 1.70%-2.407 �, "^ EXISTING RIGHT OF WAY
B. GENERAL TELEPHONE COMPANY (800) 483-3000 ' ' �� 2 10.9`--4.®� �.�::�`'�a _ _ - PROPOSED GATE VALVE
2:1 MAX TO DAYLIGHT : r. ----- - - - -- _ _ .w,t_ I
�t -
. ---- °` � � 2:1 MAX
FOR UNDERGROUND SERV/CE .. �� _ � EXISTING EDISON LINE
CONST. 4' WIDE TO DAYLIGHT
PROP. SIDEWALK REMOVE EXIST. EXIST. SIDEWALK o .. �' EXISTING GAS LINE
800 427-2200 t' EXIST. AG PAVEMENT EXIST. 8EANDERING SIDEWALK Wm �^ µ� � M�NM �^ n ^m PROPOSED STREET LIGHT
C. SOUTHERN CALIFORNIA GAS COMPANY ( PROP. 8 CURB AC CONST. AC PAVEMENT EXIST 8 CURB CURB & GUTTER EXIST/NG TELEPHONE LINE
1981 W. LUGONIA AVENUE & GUTTER PER PLAN & GUTTER
REDLANDS, CA 92373 EXISTING STORM DRAIN Q STORM DRAIN MANHOLE
29+47.31-33+55.17 _...._..,.., _.._ .. .. f .... ._. _,... EXISTING WATER LINE
D. CUCAMONGA VALLEY WATER DISTRICT (CVWD) (909) 987-2591 26th STREET FUTURE CURB & GUTTERARROW ROUTE _ .mwo_..P f .w,.._.x_e EXISTING RECLAIMED WATER LINE PROPOSED STORM DRAIN CATCH BASIN
9641 SAN BERNARDINO ROAD TYPICALSECTION
RANCHO CUCAMONGA, CA 91730 / /
NTS mm �. µ EXISTING SEWER LINE �} PROPOSED SEWER MANHOLE
NTS
` ���_..� pl� -µ�_�,_e�.,.w � EXIST/NG FIBER OPTIC LINE
E. METROPOLITAN WATER DISTRICT (909) 593-7474 CL
/ N/L Y S/L Y -�-- - CENTER LINE CIVIL EHE/NEER
700 N. MORENO AVENUE CL
LA VERNE CA 91730 R W R/W
--- - - --- PROPOSED RIGHT OF WAY MADOLE & ASSOCIATES, INC.
TG ' I D
11 22 18 10 p PROPOAED CURB AND GUTTER CONSULTING CIVIL ENGINEERS AND
F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 LAND PLANNERS
7951 REDWOOD AVENUE 0.5 4' 14' 36' 36' 7'-17' PROPOSED EDGE OF PAVEMENT 1455 AUTO CENTER DRIVE
FONTANA, CA 92336 EXIST.
3, 30' PROPOSED EASEMENT SUITE 20
SLOPE 1' MIN. _ _ ONTARIO, CA 91761
G. PACIFIC TELEPHONE COMPANY (714) 999-5639 1' MIN. EXIST CURB & GUTTER SD PROPOSED STORM DRAIN
SEE DETAIL PROPOSED SEWER LINE CONTACT
� RON MAESTAS
2 VARIESS PHONE (909) 937-9151
° 1.507-1.997 0. 10 MIN. PROPOSED RECLAIMED WATER LINE
2:1 MAX TO DAYLIGHT °°�' 0. 10' MIN. I
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS _ 1.7�357 �----- W PROPOSED WATER LINE
PROP. SIDEWALK CONST. AC PAVEMENT _ -- - _ - Y 2:1 MAX
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH PROP. 8" CURB PER PLAN GRIND & OVERLAY GRIND &, OVER Y CONST. 4' WIDE TO DAYLIGHT
OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS REMOVE EXIST. AS REQUIRED EXIST. SIDEWALK MEANDERING SIDEWALK
57
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAW/NGS. & GUTTER AC AS REQUIRED UT & REMOVE 'x f
CDNST. 8 `
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTIL17Y PIPES, CONDUITS OR STRUCTURES SHOWN OR f f, EXIT47.31 & 8" CURB
EXIST. AC CURB & GUTTER a I I N �v , °�►
-
NOT SHOWN ON THESE DRAWINGS. 26th STREET
CONST. AG PAVEMENT � REc,a 4n nr BUS
Eu�rerFa vinr AVE.� iwcLUQrNc siaEwA
f - f PER PLAN NOTE:
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE / /
COURSE OF CONSTRUCTION OF THIS PROJECT,° INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
THIS SHALL APPLY NTs DESCRIPTION o fREVISION DATE APPROVED
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD / / °TNI . S I1 UNDERGROUND/NG OF ALL EXISTING
THE OWNER AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE W/LY NTS GL LA t 1 �, ` • OVERHEAD UTILITIES TO BECITY ( CUCAMONGA
/ABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. R/W
OF WORK ON THIS PROJECT, EXCEPTING FOR L COORDINATED WITH UTILITY COMPANIES
CL 67%'64' �A► AND INSTALLED AT THE EXPENSE OF
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE TRAUT MAP 10yuw
COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBIL17Y OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES GRIND & 0VERLAY TC ; THE DEVELOPER.
BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. AS REQUIRED VAR.
13' TO 16' 44' 1 ' . I, ��
S STREET IMPROVEMENT PLAN
0. 10 MIN. 0.5 5' o
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENT =:�:. ;:�.. VARIES / OVERLAY
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE
RIMS WATER VALVE BOXES UTILITY BOXES AND LIDS, ETC. (0.10 MIN.) 3 10'
AC OVERLAY DETAIL 1' MIN CONST. AC PAVEMENT EXIST. 8"MEDIAN '�,� C101 �`
NTS PER PLAN _ _ CURS F �` �. DATE:
2 EXIST 8 CURB APPROVED By:
° 2.307-5.037 _ _® & GUTTER oFsio,�,
EXIS TING SUR VE Y MONUMEN TA TION2:1 MAX To DAYLIGHT �° ---- ____ ___ �apR L. iw' � CITY ENGINEER4RCE:
Under roundService Alert / HEREBY CERTIFY THAT l HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD ` o __`_-=-_ - - �'�
w4� �'�� DESIGN f REC DEQ
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY �. 9
CALLEXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: '` REMOVE EXIST. AC No. 36637 SS
A L 1455 AUTO CENTER DRIVE
ct � No. 7635 o CONST. 4' WIDE ,�" Exp' 06-30-08 .�' DRAWN oNTARio,cnT��76i SHEE
TOLL FREEMEANDERING SIDEWALK
1 -800
� THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. Exp; 12-31-2 98 s�HA VEN A VENUE qr C t V 1�- ���� SS En gi rin om. tie for Life www.ma909.937.9151
9.9 7 s om1 OFA!_
`� `P & GUTTER CURB NTS / / ®FCAL�F� r CE No 36637
-- qr�r� CHECKED �- DRAWING NO.
DATED. _�_ �_ ------- --- ---
TWO WORKING DAYS BEFORE YOU DIG ANTHONY RO L.S. NO. 7635 RAM
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0 —4.0 —20 0 %e5CAAL E: 7A 10%-9
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TRA (; I NO. 70YUR
,oft Am,^^ SEC TIONS
wyuaa
HA VEN A VENUE
STA, 18+57.00 TO 19+06*00
ESS, CITY of RANCHO U CAM oN A
DESIGN ss REC DED
cy- No. 36637 c: ;u (t(MADOLE
Exp: 06-30-0 >'k ® 760-A S.ROCHESTER AVE.,
DRAWN ® ONTARIO,CA 91761 SHEET
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CHECKED E No 36637 DRAWING N0.
RAM DATE FILE No
PROJECT SHEET O. OF _
Rw Rw
I I
113 .. . _ 1159
CL
36' 14'
36' 14' . R V CL-
1158 1158 1159 1139 1159 1159
CL 36' 14' orl�-
mo
LO
1156.71 TC 1157.00 coci'n +
M m 1156.04 FL FG + ®:_
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113 �. _. .� .� ...� �. Q� _ _.. �� � �.�. ...� � ...-- 1 11�� o � _ __. �_ � _n��� 113 113
M _ _.a _ _ .0 ___._ _. �_ _ _ mm� _. 113
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0 co1157.45
o m 11 1156.49 FL 1156.7 FL
ouoi -� - ,O�Q FG �-
r r, + 1156.24 FS .� o Ln
ti,* r,6 Lo AT LIP + �-�-- ci 2.249. _ -- -� _ o "..,* �.
1 3 ._.. . 1136 113 1157 11.3 2•®
o LO o I y �_a �_ + - - 113
0 0
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-40 -20 C 20 40 ;. 0 C C 20 40 - -C C 20 40
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+ 0 0 18 4- 0 19 + 50
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I I I
1139
113
_ .. .. 36' 14'
CL
36' 14' R W
113 .. .� �.��m .�.. .�...�.�.� .�� �.. _.. .mm._ _ . 115 8
113
1159
36' 14' LO
0 /
1156.56 TC j n to
1156.85 mrn N + 1157.60
1155.89 FL •b- ®�-
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1157 � �a_ .. . .�� �_ _ � .��... . ..._ .. ��� .._. ��. .. ..�. , .�. .. m 1" 3 s 113 �.+
1158 113 � FG
113
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+ o aNta p 1 / 1157.31 TC
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1156.64 FL .®�°
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16 + 0 18+ 00 19 + 00
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1159 1139
CL
36' 14'
36' 14'
1136 1135 113 � ... ...
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11 . m,.� '`c? 'n a' 1156.70 . . C° _ _ Q to _ _
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1156.15 FL
o r- 69A
+ 1133 113 113
tri o 1155.94 FS --�-
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1133 co
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NO.
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16 + 00 17+ 50 Oft Aft'aft^^
UKUD a SEC TIONS
ARROW ROUTE
STA. . .
00
CITY of RANCHO CUCAMONGA
DESIGN RECOM E DED
No. 36637 c ss
* Exp: 06-30-0 (t(MADOLE® 760-A S.ROCHESTER AVE.,
DRAWN ® ONTARIO,CA 91761 SHEET
909.937.9151
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RAM
DATE FILE N®
PROJECT SHEET NO. _
0 F ®®
ti
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113 9 5 _ m 1 _. 115 9
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115 88 FFG 1138 1133 o rn 1135
o+- o ao '-
1156.91 FL 2 1 +v- - -�
1.71X
1137 `~
. � .� .-. ... .. _ .. .�.-.a�._ � _ ..�.- �..-.. ,___ 1131 1°13 r�"� 113
L6 I 1157.11 FS ®'.. ( ¢LO
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1! 1
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"Mk sum �Aaftl 1.91b�
—40 -,-20 0 20 40 0 20 40 TRA NO. UVUV
Apft AM
20+ 00 214- 50 ulf 0 SS SECTIONS
ARROW ROUTE
«00 TO « + «
00
QRS CITY of RANCHO CUCAMONGA
� DESIGN FRECCMM NDEDNo. 365637I mossoL ----
Exp: 06-30-0 t 760-A S.ROCHESTER AVE., w._„....-..
DRAWN ONTARIO,CA 91761 SHEET
909.937.9151
q C V 1 ss E gineerins,Communi ei-0 for tife www.madoleinc.com
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_ ._ .
-_s, _ _e_. � __ . _ FILE No
. .. �_ .V� . .,._ . .. .��. ,. m., _ _ PROJECT SHEET - .
- let F
R/W 11' 22R/W 221 CL
�L
1136 1136 1136
11'
R/W 11' 221 CL
1135 1135 113 5 1136 1136
1135
to
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1133.68 TC1134.11 TC r Ki
1134.33 1133.79 +
1133.01 FL ®� FG ;_ 1133.44 FL FS ®r N
1 _ _ _.mm 11 3 4m 1'1 _ __ _. _. _ __ 11 4- 11,E _ _.
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2.Qy ® -- 1134.74
1133.90 -*.; , -- 1133.40 LIP '`�-.
1133.21
FG . • 2,Qy ,� 1133.85 FL 1134.26
FG FS ® .
LIP 1. 7% 00 d n ' 1134.05ss% o n to 00
LIP �., rP►� ,�,
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2 4+ 5_ 0 26 + 00 27 00
----------
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R/W 1136 113 6 2' 6 5 0
11' 22 C L
� R/W 11' 221135 1135 1135 Fit 1135 1136
L
L0
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000 M 1134.13 1133.91 TC +M i
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+ 11 4 114 Z 11; 4.. 1`135 1135
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0 1133.56 TC 1133.65 co �
1133.78 I 0 1133.44 ®� 1134.32 TC
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1134.54
1133.09 g% FS FG 2-0Z 1134.01
1 1133.85
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1135 .�._ . _ _ � . . _ . w _ �m . 1 1136 11 _ _ 2 _ _ 1136
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22' 8.0' E>IST.
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111 221
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[1137.34 41c]
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[1136.67 L] �
� 1135.75 C 1137.42 TC
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\ 1135.13 TC [1135.08 L \
11� S
] 6 \ 1136.75 FL _LIP � \t2 \,. 1135.32 \ '9 1137.02
1134.46 FL 1135.90 TC LIP . , 1137.30\ 1136.95 EP
1135. �- 1135.23 FL \ mm„ '' mm.. LIPFS00 .4.6P FS �° �'' 1135.78 1135.30 \ \ 1135.00 -t.-75%
113 1133 1136 _ . FS EP ._ \ FL 113 113 _ _ _ _� __ _ ___,. ° _ _ _ 113
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2 8 5- 0 30+ 00 311- 00 0
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11' 22 L 14.8p' EP 15.15'
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1138 113
11' 22 L 16'
[1136.46 C]
[1135.79 L] \
1136.58 TC Ll 1 L5.9 � \
_. . ._ _ �_._._ EP RXI T. _ - 1 ,a 7 113 __ w 1137
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11' 22 L 16 t 14'f 1136.11 1136.46 1136. 1 \ 6'
\
1134.92 TC 1135.76 [1135,39 TC] "mm1� LIP FS EP
1134.25 FL 1134.78 FS - \ 1.75 \
FS 1134.93 FS [1134.88 FL] 11.50 \ 1135.60
1135. 0
113 i 1134.45 .. �., .__ .. _ ._ .. 11 3 1 1 ' _ 113 :8 F _ E 113 i 113 FL
1136
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0 - ?0 0 0 40 ,..... 0 `�'` 0 20 -4-0 0 0 20 40
2 8 0 0 29 + 50 5 0+ 5 0
R/W 221 �L 16'
R/W 11' 22 L 16'
1136 1136 "1130 1.35:34 Te. 1130
1134.94 1134.67 FL
'\ 2.
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1134.11 FS FS
\ . ...�Mh
1134.05 FL LIP
trao% ®�� 36`11. 1" 3
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113 1134.56 1134.25
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c"Ru"Sa"" SEC TIONS
26 TH S TREE T
STA* 27+50.00 TO 31+00*00
QRoFFioN CITY of RANCHO C
DESIGN SS RECO M ENDED
w�� Na. 36637 c X A ` c
Exp: 06-30-0 * -- • MADOL t=760-A S.ROCHESTER AVE.,
DRAWN ONTARIO,CA 91761 SHEET
-
909.937.9151
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T�CCAI�FC'� OF
CHECKED RAM �E No 36637 DRAWING N0.
DAT FILE No
PROJECT SHEET NO. -OF
7
E IST.
R/W 221 CL 13' EP 17' R W
1139.21 TC [1138 53 TIC]
yl 138.54 FL [1137 86 F-L]
2.F9 [1131.06]
1138.74 1138.63 113
�-Llp FS
0.55% EP
...........
61
1138
1138 -"j I
1136.70
LFL
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1137
1137
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17
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22 8.0' 1141
[138.E8 TC]
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2.
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1138.53 EP
1139 1140
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113 9 61
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1138 1139
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2 13' EP 17'
22' 8.0,
[113B.21 TC]
ill 39 1138.26 TC T-S
2. 1137.59 FL 1137.8 1137.741
• 1138.14 HIP
1137.79 EP
1137*59 FL
11 37-79 11 38.14
S
LIP FS
UP 2.oZ 1139
1. 51
1138 1139
1138
6
1138
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1136
1136 40
- -40 -20 0 20
31
0 20 40 T NO• 70YUR
20 TRAc;
,gift 'daft+ 51- 0 3 3 .
4- 0 0 US Aft
C;R ai SECTIONS
26TH STREET
STA. 31+50.00 TO 32+5OoOO
CITY of RANCHO CU CAM OSI A
6) DESIGN RECOM ND D
:�::
-;0
ujNo. 36637 c:X SS (((jMAD0LE760-A S.ROCHESTER AVE.,
Exp: 06-30-0 * DRAWN CA 91761
DRAWN Raw I= 909.937.9151 SHEET
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Cl V SS Engineering Communities for Life www.madoleinc.corn OF-A-
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C A U
't No 36637 DRAWING Na.
CHECKED 'w , 44R.C>z
RAM F
11 FILE No
L DATE-
PROJECT SHEET O. --/7 -OF-1 L