HomeMy WebLinkAbout23551. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING ITS
ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE
FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. '
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE
F LIMITS HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT O WAY L TS OR IN ADJACENT
REMOVED,REPLACED,R CAf °RPROTECTED
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL 8E ELQ ED O
IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
3. HIMSELF WITH THE SITE AND SHALL
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
O EXISTING
BE SOLELY RESPONSIBLE FOR ANY DAMAGE T I TING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
4, A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR
TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY.
5. ALL GRADE STARES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES SHALL BE SET AT ALL
HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.
01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE
THAN 50,00 FOOT INTERVALS, ADDITIONAL PAVINGSTAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT
WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE
CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL
SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT
OF BASE MATERIALS AND/OR SURFACING.
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL
TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING,
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER
LISTING ALL TESTS OR (DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT
OF AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE
STRUCTURAL SECTIONS.
11, WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -
GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS
OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
12, IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A.
FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED' RATE
FOR FULL PAVEMENT WIDTH PRIOR TO PAVING.
13, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR,
THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A
BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF
QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK,
14. STREET SIGNS PER CITY Of RANCHO CUCAMONGA STANDARD NUMBERS 401A AND 4018' SHALL BE CONSTRUCTED
AT EACH INTERSECTION
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION
OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT
CONSTRUCTION, SITE SHALL BE CLEANED UPON 'REQUEST OF THE CITY INSPECTOR.
17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR
TO THE START OF CONSTRUCTION.
18, THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL
UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY
AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
19. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND
RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT).
20, CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION,
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ...... (818) 969-7911
CONTACT MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION
B. VERIZON .. ........ . ... ....... ............. . . ... ....... (BOO) 483---3000
1400 E. PHILLIPS BOULEVARD
POMONA, CA 91766
C. SOUTHERN CALIFORNIA GAS COMPANY...... ..................... ...... . . . ............. . ... (€10O) 427-2200
P.O. BOX 3003
REDLANDS, CA 92373
D. CUCAMONGA VALLEY WATER DISTRICT ......... .... ... ................... .... (909) 987-2591
1044D ASHFORD STREET ENGR. DEPT. (909) 483-7440
RANCHO CUCAMONGA, CA 91730
E. METROPOLITAN WATER DISTRICT (MWD)....................... ....... .... . . ................... (909) 593-7474
700 N. MORENO AVENUE
LA VERNE, CA 91750
F. SPRINT — TRANSMISSION DEPARTMENT...... ..... . . . ..... . ... . .. . ..... . . (909) 873---8022
282 5. SYCAMORE AVENUE
RIALTO, CALIFORNIA 92376
G. CHARTER COMMUNICATIONS CORPORATION. . .................... .... ..................... (888) 438-2427
4240 N. HALLMARK PARKWAY
SAN BERNARDINO, CA 92407
H. SOUTHERN CALIFORNIA EDISON COMPANY .. ......... . (909) 987-6585
7951 REDWOOD AVENUE (909) 880-0222
FONTANA, CA 92336
PROJECT BENCHMARK:
CAI L"�'T&L FREE CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046
1 800-227-2600 DESCRIPTION: Fri. 2" BRASS DISK IN SOUTHERN
CALIFORNIA EDISON CONC, TOWER BASE STAMPED "CITY
OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY
TWO WORKING DAYS BEFORE YOU DIG SIDE OF ;EAST AVENUE 0.25 MILES NORTH OF FOOTHILL
"CAUTION": Remember that the USA Center BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA
notifies only those utilities belonging to LOMA1 TOWER No. 223,
the center. There could be other utilities
present at the work site. The center will
inform you of who(m) they will notify. ELEVATION: 1213.685
N UNDERGROUND UTILITY W IN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. T THE EXISTENCE AND LOCATION OF ANY D ,LJ PIPES OR STRUCTURES SHOWN ON THIS PLAN f1 THE BEST
I SHOW LOCATIONS OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO OF ELECTRICAL LIKES,
CONTRACTOR SHALL TA U 'P O PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS.
LANDSCAPE IRRIGATION LIKES, ETC. THE K€ DUE PRECAUTIONARY MEASURES T RO €SE PtA S
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE I`AIfEIN FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH
PUBLIC WORKS N FOR CONTACTING UNDERGROUND
THE STANDARD SPECIFICATIONS FOR � KS CONSTRUCTION PART I SECTIONS 5, THE CONTRACTOR IS RESPONSIBLE SERVICE ALERT (DR
CALTRANS ON :STATE HIGHWAYS)yp TO IDENTIFY ALL EXISTING UTILITIESP WHETHER SHOWN ON THESE PLANS OR '(NOT, AND SHALL DETERMINE THEIR LOCATIONS DEPTHS, INCLUDING
SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING' WORK ON THE PROJECT, IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE
ENGINEER'S ATTENTION' PRIOR TO THE START OF THE CONTRACTORS WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATER TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED
A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ,ALL CONTRACTORS AND SUBCONTRACTORS' SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION"
OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS` "CONSTRUCTION SAFETY ORDERS".
"OCCUPATIONAL
I COMPLIANCE WITH THE OCCUPATIOPNA
THE CAftl ENGINEER SHALL NOT (?E RESPONSIBLE N ,ANY WAY FOR THE CONTRACTORS AND SUBCONI'RAGTORS COMPCI NC C HEALTH ,AND SAFETY
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS".
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
N PROPERTY; LIMITED TO NORMAL WORKING
INCLUDING SAFETY OF ALL PERSONS AND PE'RTY, THAT THIS REQUIREMENT SHALL APPLY' CONTINUOUSLY AND NOT 8E LIM TE HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND :ALL. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR IJARILITY ,ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGtHE€R.
PROJECT TITLE S,
CONSTRUCTION• DETAILS
SE�"ONS & DETAILS
... 8. --• I IN
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♦ -
PROFILE
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PLAN & ;PROFILE
PECAN AVENUE (ARROW ROUTE to STA.
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PLAN & _ PROFILE
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FLAGSTAFF
PLAN ;& PROFILE
JOLIET D RIVE (A STREET to STA. 17+011
PLAN & PROFILE
JOLIET DRIVE (STA. 17+00 to 250'± E)
CROSS ®.;,
ARROWROUTE y 00 to .:•
CROSS SECTIONS
ARROW ROUTE (STA. 13+00 to 19+50)
* • •
, ...,,: • • • .., • 1.• a _.. l......
TRAFFICSIGN.w•
ROUTE & PECAN AVENUE
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LATERAL PROFILES
STORM DRAIN
LATERXL PROFILES
STORMSTORM
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w,: PROFILES ARROW .•
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PLAN & PROFILE
- COMMUNITY TRAIL (STA. 8+50 to SU.
Io
Al
°# d �r t' w. a. i e.i t, • rr•i aei: t "1 +V-T
T.G.
TOP OF CURB'
C.F.
CUB FACE
A.C.
ASPHALT CONCRETE
F.L.
FLOWLINE
UP
LIP' OF GUTTER
T.G.
TOP' OF GRATE
INV,
INVERT OF PIPE
T.W.
TOP' OF WALL
T.F.
TOP OF FOOTING
M.P.
HIGH' POINT
F.S.
FRUSH SURFACE.
F.G.
FIND GRADE
GR. ORN.
GRADE BRIEAK
F.F.
FINISH FLOOR
C.L.
CENTERLINE
R W
RIGHT-OF-WAY
PT.
POINT
EXISTING TREE TO RE REMOVED
PROPOSED GRADED SLOPE
PROPOSED ASPHALT CONCRETE PAVING
FIRE HYDRANT
SHEET FLOW DRAINAGE
.._ r
EARTH SWALE .AND DIRECTION OF FLOW
3 —
GRADE WITH ONCROH OF FLOW
(zfi _
EXISTING GRADE CONTOUR lJFTE
i532—
PROPOSED OWE CONTOUR' LINE
a a
EXISTING CHAIN -LINK FENCE
PROPOSED CONCRETE BLOCK CARDER WALL
PROPOSED CONCRETE BLOCK RETAINING WALL
PROPOSED DECORATIVE FENCE/WALL PER
- - - - - -
LAHGSCAPE ARCHITECT'S PLANS
R D',
ROOF 9DRAM
C�F
TRAFFIC SIGN
EXISTING RETAINING WALL
PROPOSED STORM DRAIN
-
PROPOSED GRATED CATCH 'BASIN
1
P.kB. 1813 AT
INTERSECTIONOF .i ROUTE AND PE40 AVENUE
ML_FD,
LARGE
PK
NAIL
(NO
REF.) ON
LINE, AND SMALL
MAO NAIL 0.01' MOM (NO#M) AT *&��ON
A
`rUt OhS� BY : 1 R BY!
2
pan Gnerra & AsSae;.
R.C.E. 29224
Ix= Idaad•rf r S A ssoix.117
SHEETS 4, 1I, 15, 25-28, 33-35 AND ADDED SHEETS 35a
r ZA AND 356 by; burr OutrrSs AasGei4P•s
I DIRSCRIMON OF OWSION DATE AF moo '
Tract 18870.1
_ -
- - - -
_ _,_ - -
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e
In
-
=
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-77
........
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F
UNDERGROUND SERVICE ALERT-
-&ITY OF- RANCPfO CUCAMONG,A &IENCHMARK NO. 10046:
Q DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERNCALIFORNIA EDISON
CALL TOLL FREE CONC. TOWER BASE STAMPED '°CITY OF RANCHO CUCAMONGA BM
10046 1987" ON EASTERLY SIDE OF EASY AVENUE 0.25 MILES NORTH
1 _800- 7_26010 OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA
LOMA TOWER No. 223.
ELEVATION: 1213.10185
TWO WORKING DAYS BEFORE YOU DIG
"CAVTIDN": Remember that the USA Center
notifies only those utilities belonging to
the center. There could be other utilities
present at the work site. The center will
inform you of who(m) they will notify.
3� 3" A.C. 'PAVEMENT OVER 4" CRUSHED AGGREGATE BASE
STATION @ C.L.
DRIVE APPROACH
WIDTH
11
10+58.89
16
12
10+02.49
12'
28
12+29.62
16,
29
12+6483
16'
30
13+53.08
16,
31
14+19.83
16'
32
14+59.37
16'
33
15+21.91
16'
34
15+83.75
16'
35
16+5T.
16'
99
16+48.86
16'
100
15+62.07
16,
101
15+03.77
16,
102
14+62.27
16'
103
14+02,19
16'
104
13+ 1 &94
16,
105
12+68X8
16'
106
12+04.,62
16
CURVE DATA
TABLE
IL l! RG'VISION
T TI YE,'-'----r, TREE
DELTA
R..�I t�5
AK LEI��FFi
6W07'33"
27.00'
32.10'
STREET TREES DENOTED
ON THIS SKEET A3 x Rr��'AJOOD Asq
Q
90'00'00"
90'00'00-
27.00`
27.00'
42.41'
(FRAMNOS ANI USTJFOLIA
Ir�kYCARPA ;) ARE INCORRECT TFfZ c()R%
42.41'
90'00'00"
27.00'
42.41'
TREE fS
MAIVE-MHAIR
(6NIK�0 BKOBA `=AiRMOUPTT),
92°40'24-
27.00'
43 67'
07'19'36"
102,00'
13.04'
88'0733-
58.00'
89.21,
Q{+,{5FE35fp�yi'
to V
m
IC.E. 29
24
C.L. STREET STATIO14
LEFT or RIGHT
Cb. Sta. 9+90.36
LEFT
10+83.50
RIGHT
11+89.50
LEFT
13+10.50
RIGHT
14+22.52
LEFT
15+57.50
16+69.19
RIGHT
LEFT
RAISED STREET WEST OF PECA14 AW yyA.
n Gimm Associates
C ) i I f P
II
No .
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Plan; & Profile
CHATHAM
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CLA13EMIORE PLACE
CONSTRUCTION"T SEE SHEET 9
C014STRUCT P.C.C. 6" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STO. PLAN 104, TYPE A2-6.
-- - CONSTRUCT 3" A.C'.'PAV'EMENT OVER 4" CRUSHEDAGGREGATE BASE PER CITY OF RANCHO CUCAM0 GA STD, PLAN f'0 -A.
4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PL
AN 101 & 103., REFER TO TYPICAL SECTIONS
AND PLAN FOR WIDTHS.
- -- CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102.
CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLATY 101, TYPE R-f (X=3'). SEE TABLE FOR
STATION AND "W",
INSTALL 0 STREET LIGHT BY S C.E. PAID FOR AND COORDINATED BY DEVELOPER. LED FIXTURE SHALL MEET OR EXCEED
CURRENT LIGHTING STANDARDS AND ILLUMINATION LEVELS DETERMINED BY SCE.
t 8 - PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY OF RANCHO
CUCAMONOA STD. PLAN 502.
CORE 3" 01A, HOLE THROUGH CURB FACE AND INSTALL 3" DIA, CONTEC14 A-2000 P.V.C. GRAIN PIPE TO R/W. LAY P.V.C.
PIPE AT 1,0�' AND DRAIN THROUGH CURB. SEE DETAIL, SHEET 2.
RAISE. TO FINISH GRADE.
101 i a -
CURB OPENING CATCH' BASIN AND LOCAL DEPRESSION PER STORM DRAIN PLANS,
19+ CONSTRUCT MEDIUM CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN f07-B.
221-- INSTALL STREET NAME SIGN AND POST PER CITY OF RANCHO CUCAMONGA STD. PLANS 401-A 401-8.
23 INSTALL HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STO. PLAN 134.
11,
1
22
SEE SHEET 10
RIVERTON
PLACE
/0,
/,
v
...\
ik
r/
/
l
7 K 6
'3
4 L 00
DELTA
RRADI
ARC LENOT{f'
90'00'00-
27.00'
42.41'
B
90'00'00^
27,00'
42.41'
18.00'00"
100.00,
31.42'
0 '
f 98'00'O0"
38.00'
f.31 32,
90'00'00"
27,00'
42.41'
90'00'00"
27.00'
42.41''
G7
SCALE: 1 "=40'
............:.
TM is 0 MAID IHA)R (iI 610e3, 'FAIRMOUNT`).
11F1DEFtROilJtdCi SERVICEALERT:
CITY OF RANCHO CUCAMONGA BENCHMARK NO. f0046.
DESCRIPTION. Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON
CALL TOLL FREE CONC. TOWER '`BASE STAMPED "CITY OF RANCHO CUCAMONGA BM'
10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH
1-800-227-2600 OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA
LOMA TOWER,,,Na. 223.
ELEVATION: 121:3l,885
TWO WORKING DAYS BEFORE YOU DIG
'CAUTION": Remember that the USA Center
notifies only those utilities belonging to
the center. There could be other utilities -
present at the work. site. The center will
inform you of Who(m) they will notify.
LOP #
STATION 9 C.L.
DRIVE APPROACH
WIDTH
36
17+20.37
16,
79
18+64.62
16'
80
19+25.16
16,
81
19+85.25
16,
82
83
84
20+20.37
21+01.08
21+42.58
1&'
16'
16'
85
86
22+24.12
22+95.13
16'
16'
87
88
23+37,30
23+56.04
12'
12'
89
23+56.05
12'
90
23+31.32
12,
91
92
23+07.94
22+29.77 j
16,
16
STREET UGHT TOLE
C.L. STREET STATION
LEFT or RIGHT
17+59.59
18+37,50
LEFT
RIGHT
19+70.86
LEFT
20+62.50
RIGHT
Cb. SPea, 21+81.21
22+69.52
RIGHT
LEFT
Cb. Ste.23+79.09'
RIGHT
THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN
ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS.
THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO 'VERIFY HORIZONTAL
AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION.
Lot
93
STATION @ C.L.
DRIVE APPROACH
21+9 . 4 65
WIDTH
16'
94
95
20+50.40
19+92.11
16'
16'
96
19+31.27
16'
97
18+65.19
162
96
17+08.94
16,
HgeRIPTION
CHATHAM DRIVE
t 00 to 25W�k WO R` 6. -O d ,
18870-1
i
1;
No,