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NOTICE TO CONTRACTOR: BENCH MARK
o
a o CITY BENCHMARK NO. 10017. FD RAILROAD SP IN
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND
CENTER OF PILING OF W. WING WALL AT NE
1u DIMENSIONS AND SHALL REPORT DISCREPANCIES
U CORNER OF AT&SF RR do ROCHESTER AVENUE.
TO THE ENGINEER PRIOR TO THE COMMENCEMENT
t t
OF WORK. ELEV. = 1121.284
w
A V4 +icn UNDERGROUND SERVICE ALERT USA"
co IL o f c E n- E cq� al < a a s a o TEMP BENCHMARK, FD SP do W ON CL CHARLES
a, ,p,o ,o �o o �o ao lc _ F-.-' 0�' +-�' v } J v CALL TOLL FREE (800) 422-4133 (2) DAYS SMITH DR. AT SOUTH PL PROD.
�t NN ^O ;�^ n� O ^^ + � - 9f IL inH F- 1L f
N • ei • t N a A,c 1: - - IN o co - n - a^ do d N o�o - BEFORE YOU DIG.
f t m tae t co t C t m t 40 w �,es ao a �! t o t o ELEV = 1082.49
=),d =>Wd
vl•o v ao v co v a0 v v v COA EXISTING TOP OF CURB (81{ LEGEND
iW�TPROPOS URB (OP OF i IV
EXISTING CL FS - OSOX BW BACK OF WALKEXIST. EDGE OF PAVEMENT
O SOX
I - - - -
TW - TOP OF WALL
TC TOP OF CURBEXIST. CURB GUTTER
10
14055FS - FINISH SURFACE NEW CURB d GUTTER
_ I FL * FLOW LINE
EP EDGE OF PAVEMENT = NEW CURB
TG = TOP OF GRATE - - NEW ALLEY GUTTER
FG FINISH GRADE . .
A N R/1N S6 - GRADE SEWER BREAK
PX PROPERTY LINE
_ a PERCENT DOWN SLOPE
CO - SEWER CLEANOUT = STREET LIGHT
n a 0- cn a N a a N PP * POWER POLE
•c u
ell 1u ao 1u OU 0■.1 es IL p MH MANHOLE
c i.O c�O�,�'' a0 Go N SO STORM DRAIN CONC. / ASPHALT REMOVAL
• ei ei CR
N t 6 �n 46 01)%6 t 1 ,o `cc + a SDMH STORM DRAIN MH
t m +•o t•o t ao t m t ao t m
I CB CATCH BASIN
1 1 PROPOSED CL FS !<XISTING CL FS S = NEW A.C. PAVEMENT / A.C. OVERLAY
SEWER, SLOPE '
EXISTING EDGE O PAVEMENT 1.33X __-� t SMH * SEWER MH
AT �f3' WEST FRO CL _ _ - I Z 1 _ -- \ GW GAS * NEW CONCRETE FLATWORK
WATER
lu
1 _ 1 0 I - - - -- - - WM * WATER METER
GV GATE VALVE O = STREET TREE PER PLAN
_ Pd PROPERTY LINE
0 v GRADE
CL 10 3 3 ( CL ' RADIUS
LINE
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ac IL Of
w u v 0 � Z ROW = RIGHT OF WAY
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CRC * CITY OF RANCHO CUCAMONGA
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0 o r-Io 0 o v•o •0 PROPOSED TOP OF a0 co v v
+ N ( , ,n + ,n +I n. t�N,O i EAST CURB (8"{ t EXISTING TOP OF CURB (8g 8TH Q
t t o o w e w coo PROPOSED TOP OF I 1
I l I o.sox STREET
1 I WEST CURB (81 1.59% I QSOx LLJ_O.SOX -
1 ' I EXISTING W'LY TC I -
,.5sx i ( �
I PROJECT w
6TH ST.
I
SITE
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{ SCALE:
w s W
EXISTING W'LY TC HORIZ: M = 40w NTS
VERT: 1 = 4'
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STATIONING AND EXISTING 40+00 41+00 42+00 43+00 44+00 1+00 6 2+00 3+00 4+00 Q 6TH U_
PER CITY OF RANCHO CUCAMONGA 4 5 5 3 5 z N
STREET IMPROVMENT PLAN DWG. NO. 1256 NO INLET BOX 6 6 .� STREET O 0) O
DATED 7-25-88 O� ,
_J Lij UJ >
� 3 2 4 3 4 � 3 . 35 O.C. 0 LU LU Q � -1 W
3 -1 �, 01 CURVE DATA IL. z p
0 o Z 3 c;n + o o ri R L J IL 11--1 Q
iO tO `"� � `O N QIP � A 2101�1 '03'24" 61.00' 223.64' 4TH m Q
F 00 ' ' r � I •0 0l }w a a a �i3 a B 15 01'42" 96.00' 25.18'
J J �, ^� °' J ~
U)In STREET
p.rI N N N N N
c0� A) t ISI O 0) 00 N '�J
O ao`� o cn +0 o� t r P) �00 m t ,'0 N v v SPKR. cJ> � v
Z i °'c� t c� O� t, w 2 12' *1 t ti I zl 1- 0 I CE RISER 26.100' I PCL 6
a�
x x ► �I �I 1 Q F f x I T 5.72' 1 PM 8550
cn w in w PCL. 1 ?} N `nl LOT 39 `n `nI `n I `n PCL. 7 `n'u 0 50.3L .8.19' 35 01 12.78' PMB 90/91-92
A A II _ I J
Q PM 11222 5 MB 9/20 SPKR. 35 0' PM 8550 I B"W ° 6 W CONSTRUCTION NOTES FOR STREET TREES:
PMB 129/57-60 =m I -' _ RISER --X6.05' PMB 90/91-92 = ® R/W 8 37' 17.50'117.501 FD 111 IP PER N
17.50' 17.5 F _ ___ _ i 17.50' 17.50' 12.46' �-' 28' PM N0. 8550,
Q I CN M - �� __ ■ 6 w --�- - - DC 3 o H 8 PMB 90/90-91 Q SP 0 1, ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
Z U I� �6 x t <x•0 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE
co " CO i - R/W 8 i tl1 rn I DBL. CHK. cn w,n
(A FD SP 3 W PER CL - - Z o ICF _ 1B o o"�cF �a 7 $ M 11 a `� FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCES
TIE NOTE, BK 15/159 _ d K, o _ _ _ _ _ _ a MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
b PM N0. 11222 � - t211w _jam -_ - - - - _ - -� - + - - - - - - - - _ - _1211w- __ ^ -r P F oGy _ o SX FH 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING
PMB 129/57-60 - - - z � �r, _ - ��v 8 Ba ��� - - - _ DIVISION.
4 W ABAND _ � _..,,� . _. _ ,.- w -> - rix _x- = _ ;Y _ . __ - - ` p 0 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
" v,0 N 11 1 c x 1C o> 0.15' pn CF cp+s ANGLE PT. o n
12 3/4 FUEL LINE `' o
_ W l��.w, � `� " °0�5_�" w t p STREET BOTANICAL COMMON MIN. GROW SPACING SIZE
475.93--- - - 330.14���0 i c� m a N�� 11.... w .� EDGE OF 660,31' - -� QTY.
N 13'' - u,� 7 8 1C 9 < 12 N 0010'52" E 1,796.49' 11 "' 13 1A I �' o '� 13 14 0
x� xa U C EXTG A.C. " oil F 1 p p# 1fl _'� NAME NAME SPACE
FDSP � T - - i- � � wi_ i w- - a- - - - - - - - - -- - - - - - - - - - - - - - - - - 11 - - - - - - - - - FD IP PER ^ C � ROCHESTE ' VT, � � N
SDMH �- - -78" SD I g - - - - ,n PM NO. 11222, � i 8 N ,
NO REF. �, - - - - -,- - - - - - - - - - _- - - - - - - - - - - - - � - y t = � : - a - ROCHESTER CT. EUCALYPTUS RED 5 35 O.C, 5 GAL. 9
---- -- -
ir-
_--- PMB 129/57-60 00 +� CVL DE SA
7811 SD W/ - - - - - 15"S- - - -� aaaga -_ - �-
- - - - - - - - - -
5/0 6TH ST. SIDEROXYLON IRONBARK
8" ABAND. FUEL SMH -- -
5-0.0144 FN �- - - - - - - - - - - - - - - - �- - �- - - - - - - - - � � .- 6� n o
o CHARLES SMITH NO STREET TREES IN R.O.W. DUE TO EXISTING 12" WATERLINE
LINE ABOVE CHARLES SMITH AVENUE 7 '
= I � WM B �� �
^ AVENUE
FD SP b W R/W y ,� �. �. °'
4" FIBER OPTICS
& PM N0. 11222 'ti ►i �• h �-
PMB 129/57-60 k 5J� Gj J�. k rj J�. k Gj J�. X ® I C-4
�P,E) 11, Al. P,<C� �. .1,P,�C� �. A, �. � .� • W 1 I , � t N J
y y + o + o + o -,s 17.50 17.50 HOLD HARMLESS INDEMNIFICATION CLAUSE:
SCALE. 1 - 40 �G y0 '�.y� `L h0 N 15 a I� PCL, 7 0
ago
NEW
DED,,31 9 631 9 9 661 MIN, 122' MAX HIGHWAY DEDICATION 8656 Fg 1 g,2 35 00' 18. 0, I�j PMB PM 890 91-92 `"w U" THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
11, 130 0 0 0 - 26.b0' STATIONING AND EXISTING JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING
301 33' �� �; 33' 331 �� o oIp PER CITY OF RANCHO CUCAMONGA SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
J J J 0 N CO STREET IMPROVMENT PLAN DWG. NO. 1269 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
3 11' 22' 22' 11' �� 31 11' 22' MIN, 50' MAX 221 MIN, 50' MAX 11' 11L1 ,4 o .n f- DATED 11-1-88 co INDEMNIFY, AND HOLD THE CITY OF RANCHO CUCAMONGA, THE OWNER, AND THE PRIVATE
I EXTG EDGE I I Q N �'� �' Z ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
0.5'1 4' 6.5' OF PVMT. ' 13' { 0.51 4' 6.51 I N �I a THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SAWCUT EXT' A.C. ALONG I I I 1 J J J SCALE 1" 40' SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
7.51' 9 UNIFORM PAVEMENT { ' 21.21' 4 • 35' O.C.
8 7 1,51+ 12 I 11 8 7 I 10 7 8 0 20 40 80 120
NEW SIDEWALK, 1/4"/FT. SLOPE i 1B i NEW SIDEWALK 1/4"/FT. SLOPE i i _
2x 1.7x M _ 2x 2% MIN 2x MIN 2x 5 5 3 5
AGGREGATE BASE UNDER GUTTER, _----_ - AGGREGATE BASE UNDER GUTTER, 186' HIGHWAY DEDICATION
SIDEWALK, DRIVEWAY, AND CURB `-` 5, SIDEWALK, DRIVEWAY, AND CURB ;;= GRAPHIC S C A L E
DRAINS SHALL BE ESTABLISHED DRAINS SHALL BE ESTABLISHED
BY SOILS ENGINEER. EXTG SIDEWALK, CURB, GUTTER AND A.C. PAVEMENT BY SOILS ENGINEER. 1" = 40'
TYPICAL STREET SECTION - CHARLES SMITH AVENUE TYPICAL STREET SECTION - ROCHESTER COURT CUL DE SAC
SCALE; 1"=10' SCALE 1"=10'
GENERAL NOTES DESCRIPTION OF REVISION DATE APPCITY
ROVED
CONSTRUCTION NOTES & ESTIMATED QUANTITIES
1. All work shalt be done in accordance with these plans, the City of Rancho Cucamonga 8. At the completion of paving, a material report shall be submitted to the City Engineer, 15. City approval of plans does not relieve the developer from responsibility for the
Standards and the Standard Specifications for Public Works Construction - current listing all tests or determinations completed to verify stability, oil content and gradation correction of error and omission discovered during construction. Upon request the 1A REMOVE AND DISPOSE OF CURB 32 L.F. CITY OF RANCHO CUCAMONGA
edition, including its annual supplements or amendments. Contractor shall be familiar of asphalt paving. required plan revisions shall be promptly submitted to the City Engineer for approval. 1B REMOVE EXTG A.C. PAVEMENT AS SHOWN 1,015 S.F.
with and shall be responsible for adherence to these Standards and Specifications. �
1C REMOVE EXTG UTILITY POLE, GUY WIRE AND OVERHEAD LINE 2 EA.
9. Prior to installation of any paving, a materials report shall be submitted to the City 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, O CONSTRUCT PARKWAY DRAIN PER C.R.C. STD. PLAN N0. 107-A. 2 EA, PLAN AND PROFILE
2. All pipelines or substructures of any kind, telephone or power poles, water meters, Engineer. Listing all tests or determinations completed to verify. R-Value, sieve throughout construction. Site shall be cleaned upon request of the inspector. 3O CONSTRUCT DRIVE APPROACH PER C.R.C. STD. N0. 101, TYPE C 5 EA.
valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way analysis and sand equivalent of aggregate base. W = 35' AT R.O.W., R = 6.5' STREET IMPROVEMENT FOR
limits or in adjacent areas where improvement work is to be done shall be the removed, 17. Contact all Utility Companies as required, 48 hours prior to excavation. O4 INSTALL T R. LUM STREET LIGHT PER C.R.C. STREET LIGHTING
replaced, relocated or protected in place as required at no cost to the City of Rancho 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to STD. LL BY SCE, PAID AND COORDINATED BY DEVELOPER 3 EA. CHARLES SMITH AVENUE
Cucamonga. determine structural sections. Provided for your convenience are the following: O INSTALL STREET TREES PER NOTES AND LEGEND HEREON. 9 EA,
O6 INSTALL (R-26) "NO PARKING" SIGN PER C.R.C. STANDARD 3 EA. FROM 806,07' NORTH OF SAN MARINO
3. Any contractor performing work on this project shall familiarize himself with the site and 11. When improvements are to be placed on native soil which consists of a rocky material, A. San Gabriel Valley Municipal Water District E. Metropolitan Water District 7 CONSTRUCT P.C.C. CURB AND GUTTER PER C.R.C. STD. N0. 104 �
shall be solely responsible for any damage to existing facilities resulting directly or the sub-grade shall be prepared by removing all rocks which protrude above the sub- Mr. Bob Stallings 700 N. Moreno Avenue O 1 TO 660,16 SOUTH OF SIXTH ST,
indirect) from his operations, whether or not such facilities are shown on these Ions. rade and all voids or depressions shall be filed with a fine rade material of a quality For Base Line Road Construction Lo Verne, CA 91750 TYPE A2-8. 496 L.F.
Y P P 9 P g q Y 8 CONSTRUCT 4" P,C,C. SIDEWALK 4'-0" WIDE PER C.R.C. STD. NO. 103. 2,329 S.F. C
better than the native material. (818) 969-7911 (909} 593-7474 � AND ROCHESTER COURT CUL-DE-SAI,
4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, O9 CONSTRUCT 411 A.C, PAVEMENT OVER 7" CLASS II A.B. PER C.R.C.
Engineering Deportment prior to an encroachment or construction within an Cit of 12. If the asphalt concrete is to be laced on sub-grade, a soils sterilant registered b the B. General Telephone F. Comcast STD. NO. 100-A. (SEE GENERAL NOTE 10) 2,7 6 0 S.F. SOUTH OF SIXTH STREET
g g p y Y y p p g g Y p 10 CONSTRUCT 4" A,C, PAVEMENT OVER 4" CLASS II A.B. PER C.R.C.
Rancho Cucamonga easement or right-of-way. E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturers (800) 483-3000 1205 Dupont St. STD. N0. 100-A. (SEE GENERAL NOTE 10) 12,159 S.F, � DR 00-73 / P,M, 15651
recommended rate for the full pavement width prior to paving. Ontario, CA 91762 11 GRIND EXTG A.C. PAVEMENT SURFACE TO A DEPTH OF 0.083' (1") r
5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at C. Southern California Gas Company (909) 983-9895 GR CENTERLINE OF STREET AND EDGE OF TAPER TO 0.00' 31 1) 1,752 S.F. APPROVED BY DATE ` �*
all hinge points, edge of pavement points within 0.01 foot of sub--grade elevation and at 13. Estimate of quantities is provided by the Engineer only for the convenience of the 216 N. Euclid Avenue (Portion of Red Hill) , 11 CITY ENGINEER R.C.E. N0. 953
not more than 50 foot intervals. Additional paving stakes may be required b Cit developer, the contractor shall make his own determination of construction quantities Ontario, CA 91762 5-0 WIDE. S/ L .0 ly k ��t L
P 9 Y q Y Y P q O , ?*VES �V
Engineer as needed at warped or vertical curve areas. before submitting a bid. An item of work required b these plans which is not 800 427-2200 Res. G. Marks Cablevision 12 INSTALL 0.10 THICK A.C. OVERLAY CAP 3,796 S.F. �� DESIGN REco1�MENDE
9 P 9 Y q Y P ( ) MARC
13 SAWCUT END/EDGE OF EXISTING PAVEMENT TO CREATE A UNIFORM � �`� 343 Third Street
specifically listed in the estimate of quantities shall be considered as included in the other (800) 427-2000 Comm. 10808 Foothill Blvd. #120 MARC DALE � suite 103
JOIN. 368 L.F. J DOR
6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be items of work. Rancho Cucamonga, CA 91730 , �i w N0. 24645 �' � Laguna Beach Ca. 92651
constructed prior to paving. D. Cucamonga County Water District (909) 987-6275 14 SAND SEAL 1-0 EACH SIDE OF JOIN LINE AFTER PAVING. 82 S.F, DRAWN D A L � PH: (949) 497-1229 SHEE'
14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be constructed at 9641 San Bernardino Road (909) 880-0222 * CIVIL * DOR ASSOCIATES FAX: (949) 497-1330 1 1
EXPIRES 12/31/01
7. Compaction tests of embankment construction, trench backfill, compacting original each intersection. Rancho Cucamonga, CA 91730 NOTE; s� �Q OF
ground and all sub-grades shall be performed at no cost to the City of Rancho (909) 987-2591 PRIOR TO CONSTRUCTION STAKING OF NEW CURB AND GUTTER THE ELEVATION qTF
I �- CALF CHECKED DRAWING N0.
Cucamonga. A written report with these compaction tests shall be submitted to the City OF NEW GUTTER LIP AND JOIN TO EXISTING PAVEMENT SHALL BE VERIFIED R.C.E. No. 24645 1751
Engineer for approval prior to the placement of base materials and/or surfacing. TO ASSURE ADEQUATE PAVEMENT CROSSFALL OF 1.7% MINIMUM. 20042\CHA-ST MD DATE 4/24/2001 EXPIRES 12/31/2001