HomeMy WebLinkAbout1346 t
25 TM.,
24 TH.
PAVEMENT ( 1/2 STANDARD TRAFFIC MARKING SIZE)
EASTSIDE WATER MARKING "STOP"
TREATMENT PLANT
IVVPLlq [) A--
AVF STA -Ot 3S .
(ZTL984 _ _ 6ARRICA, R .
. v
Ui LIMIT LINES "STOPS' PAVEMENT MARKING -
STOP SIGN. TQPUi �
--r-
HIGHLAND AVE
STEP THROUGH I
o DETAIL 1007
Z
< "STOP't"HORSE X IN 6"
VICINITY MAP W W SIGN ( 1/2 STANDARD
TRAFFIC SIGN SIZE FOR
0 1/4 1/2 3/4 1 2
- BOTH )
SCALE IN MILES Ir -
N
i
E
T
. _ T RSEC ION SIGNAGE DETAIL �
REFER TO CITY OF RANCHO CUCAMONGA 2
STANDARDS FOR REQUIREMENTS.
- SURVEY
_ BEARING AND DISTANCES ARE BASED ON INFORMATION
a
- CONTAINED MI PARCEL MAP No. 9995, APRiL,1987, IN
THE CITY OF RANCH9 CA
UCMQNGA } $L
APR�P4REp
r
BY ASSOCIATED ENGINEERS AND OTHER INFORMATION
'PROVIDED BY ASSOCIATED ENGINEERS.
BASIS OF BEARING:
_THE NORTH LINE OF SECTION 28, TIN, R6W WAS TAKEN
AS BEARING N 8926' 00" E PER R/S 18/64 , RECORDS
OF SAN BERNARDINO COUNTY.
iBENCH MARK
TOP OF SAN BERNARDINO COUNTY BRASS CAP IN 2. 1. P. ,
1/4 SECTION CORNER, SECTIONS 20 8 29, TIN , R6W,
SBM .
ELEV. 1713.789
SHEET INDEX
1 . COVER SHEET
GENERAL NOTES 2. 24th STREET ETIWANDA AVE. q TO STA. 13+17
3. ETIWANDA AVE. 24th STREET q TO 800 FT SOUTH
4. IRRIGATION PLAN
1. All work shall be done in accordance with these plans, the City of 8. At the completion of paving, a materials report shall be submitted to 15 City approval of plans does not relieve the developer from
Rancho Cucamonga Standards and the Standard Specifications for Public the City Engineer. Lising all tests or determinations completed to responsibility for the correction of error and omission discovered1 5. IRRIGATION LEGEND & DETAILS
Works Construction - current edition. Contractor shall be familiar verify stability oil content and Gradation of asphalt Paving during construction. Upon request the required plan revisions shall be , P j s. LANDSCAPE PLANTING PLAN
with and shall be responsible for adherance to these Standards and promptly submitted to the City Engineer for approval. =,+ �_� ��/
Specifications. 9. Prior to instal latic:, cf any Daving , a materials report shall be �� Gr �a,`•I" 7. LANDSCAPE LEGEND $c DETAILS
submitter to the City Engineer. Listing all tests or determinat:ons 16 Work site and exterior streets shall be in a neat, clean, hazard free,
2. All pipelines or substructures of any kind, telephone or power poles, completed to veri`y: • sieve analysis and sand equivalent cf orderly state, throughout construction. Site shall be cleaned upon
water meters, valves, fire hydrants, etc. shown or not shown on these aggregate ease. request Of the inspector.
plans within the right-of-way limits or in adjacent areas where
improvement work is to be done shall be removed, relocated or protected 10. PF,7ir2 s':a:I 5e in accordance with rR-Value and Paver-ent :es-.s 17. Contact UNDERGROUND ALERT 1-800-422-4133 and the following Utility
in place as required at no cost to the City of Rancho Cucamonga. taken :ode_e_ ..:ne s::-rsc7_ral sect:ons (prior to 4_nal plan accrc-_a' Companies as required, 2 working days prior to excavation. C011STRUCTION NOTES FOR STREET TREES
DESCRIPTION OF REVISION CITY
3. Any contractor performing work on this project shall familiarize him- 11. When improvements are to be placed on native soil which consists of a 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY DATE APPRV'D
self with the site and shall be solely responsible for any damage to rocky material, the sub-grade shall be prepared by removing all rocks Provided for your convenience are the following: STANDARD 601.
existing facilities resulting directly or indirectly from his opera- which protrude above the sub-grade and all voids or depressions shall be CITY OF RANCHO C U C A M O N G A
tions, whether or not such facilities are shown on these plans. filled with a fine grade material of a quality better than the native A. Cucamonga County Water District 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY
material . 9641 San Bernardino Road (714) 987-2591 STANDARD 605A OR 605B AS PROXIMITY TO HARDSCAPE DICTATES.
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Rancho Cucamonga, CA 91730 C C W D EASTSIDE TREATMENT PLANT
Department prior to any encroachment or construction within City of 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE
Ranchd Cucamonga easement or right-of-way. registered by the E.P.A. for use under A.C. and P.C.C. shall be B. San Gabriel Valley Municipal Water District CITYRECOMMENDATIONSNSPEC OF AN AGRONOMIC SOILS REPORT FURNISHED TO THE
uniformly applied at the manufacturer's recommended rate for the full Mr. Bob Stallings - For BASE LINE construction (818) 969-7911 CITY INSPECTOR. COVER SHEET
S. All grade stakes shall be set by the Contractor or Engineer. Paving pavement width prior to paving. 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS
stakes shall be set at all hinge points, edge of pavement points C. Metropolitan Water District CLOSER THAN THREE FEET (31 ) TO THE FACE OF CURB, UNLESS OTHERWISE
within 0.01 foot of sub-grade elevation and at not more than SO foot 13. Estimate of quantities is provided by the Engineer only for the P.O. Box 54153 ( 714) 593-7474 NOTED.
intervals. Additional paving stakes may be required by City Engineer convenience of the developer, the contractor shall make his own Los Angeles, CA 90054 Ext. 6461
as needed at warped or vertical curve areas. determination of construction quantities before submitting- a bid. Any 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE APPROVED BY D A T E
item of work required by these plans which is not specifically listed in *Note: UNDERGROUND ALERT CONTACTS: CI'T'Y ENGINEER.
6. All sewer, water, electric, gas, phone or other utility laterals, the estimate of quantities shall be Considered as included in the other GENERAL TELEPHONE CITY ENGINEER R.C.E. NO. 22397
mains, or crossings shall be constructed prior to paving. items of work. S0. CALIFORNIA EDISON
SO. CALIFORNIA GAS COMPANY STREET STREET TREE SIZE QTY SPACING DESIGN �Mp--DRESSER 8 MCKEE INC. RECOMMENDE
7. Compaction tests of• embankment construction, trench backfill, com= 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 CABLE COMPANIES AGI A Zi 8
actin original round and all sub-grades shall be performed at no shall be constructed at each intersection. ETIWANDA Eucalyptus Camaldulensis 15 gal 13 30' O.C. 430 Nortn Vineyard Avenue. Suit* 310 `
P 8 8 8 8 P AVENUE DRAWN Ontario. Caiitornia 91764 SHEET
cost to the City of Rancho Cucamonga. A written report with these ETIWANDA (L'"'"^'^�`^tl 15 el 1 30' O.C.compaction tests shall be submitted to the City Engineer for approval AVENUE QUERCUS COCCINEA (rs.,+tr� g C.F. �( 714 ) 986-681 1 ' OF�
prior to the placement of base materials and/or surfacing. CHECKED NADRAWIN NO.
DATE FILE NO.- �3 �
PROJECT SHEET NO. 0F
956
� -- MOBENCHMARK, SAN BERNARDINO COUNTY BRASS
CAP IN 2" I.P. V4 SECTION CORNER 20 4 29 TIN,
J.�- R6W� S6M. ELEVATION 1713,785
_ Eh/0 NEW P
PROPOSED TOP OF WEST CURB 4VIN�' -
2 TtfAMS / T/oA/ TO
1-6404 E,Y/3TIA16 f8 '
RC = 1 . 02 o
WEST HALF QF ROAD TO BE17 PI PAVING. 1
CONSTkUC ED BY OTNfrRS 54 . PLANT MAIN
AS PART OF TRACT 12659. tACCF-5S ROA O '
M LA`(�DOWN CURF3
4-630/ 1660Ts
fk
0 0
04 tBdCJYVD -
- : : -. 1 arp � � � ' d 24"x" STREET ~ 4 •
XIST. fT/ tNbA °0 lt4 Cfv
'/4" x 'I4* DEEP GFtOOV ES
+ z AT s/4 CENTr.RS
_ N L
0
V' S PROPERTY l.iN�
_ _ _ _ . . . . . _ . to Q; T�iNbENT . _ . . . .
L, - - .�-�� 00 to GRADE W
N � "
. a
� 2500 P.S.I .
PR0,00MO TOP OrAXS7 aWB �r~. 2 � GoNC. W +� 4-
ar
Q a V i`` lil Z @ I2" E W
} 4630/ 166a • . � � O O � � j� � � 1860
Oi
- SRIOA L_
ttf to
o �+ / s Q ob PATH SECTION L
- - - .-74 ' �� � >h v N.T.S.
GUTTER ,
. . . . . . . . . Al Q
. . . . . . . . ECTION K
o
. _ Tin
N.T.S.
F T . 52 '/0
1$413 1 644 ;
tis00
_ —•- a BRIDLE PATH CONCRETE
PROFILE
« CALE: HORIZ: It40' RAMP DETAIL
VERT: 1 -9' N.T.S.
o
-- ��-- - - - - - •N � f � 1 1 + I< a � - } - } } + ; 1��4 CTYPtCA L BOTH ?SIOE.S OF
01-00 /•too It5o 2.000 21-50 3400 3+50 4+00 41-50 5*00 5+ O it+00 C0+50 7+00 7+30 atop PLA PIT MAIN ADCC E'S5 ROA b)
5
N
O
v FUTURE
Z cn cn 24TH STREET
Ill (D
STRIPPING PER CITY OF ZO iL a0 Z
RANCHO CUCAMowGA - W z � N W I ( N
• N FuruRE NORTH cvae E- UESTRI A N TRA I L
STD• OETA I L 40-7 Q w LINE FOR 24TH STREET. SEE CITY OF RANCHO
( 59,OKEN YELLOW LIrJE) 4 Z w + STREET Q
SCALE: 1"- 40' - + I- c2 Z z I I I •Z T N
W2
I � -- CUCAMONGA STD. IOlO
COBBLE CURB AND GUTTER 9 v ) J g I I < MODIFIED TOPVC.
_ -
" z
- CITY O>= RA N C N O � ao � � I • � N 44R.Q �,,(
"STOP AHEAD" SIGN Q I r
AM N A D . O O Q
CVC O G ST 3 ? I- 1- - r a n � � �
AND PAVEMENT a 3 E T / F
w O
cn W
S 2
T 1-/2 OF ETNVANDA AVE I
WE3 1 O
5T0. 2.1 TRANSITION TO EXISTING � - � + ccON
PAVEM E.NT CITY OF RANCHO CUCAMONGA STD- ,400 TO BE CONSTRUCTED BY OTHERS. MARKING 50 I Imo. W o STREET BY .
Q Ol d OT ERS /01 I5�
f- 0 F- - COMPACT FILL PER CITY
STA. 1 + 35 STA. 5 + (o5 STA . S + 90 / V h v \ OF RANCHO WCAMONGA
STREET LIGHT `SEE NOTE-( STREET LIGIAT STREET LIGHT �� , STD GENERAL NOTES PLANT
� _ 801, FINISHED PROPERTY
I
too ,+oo ETIWANDA AVENUE +oo 'E�5 4 ,,b�� +� e+oo , oo MATCH EXIST € o!� 055+ � RCDAIDE
�DSED G a�NLINE
0 2 3 o s
a
fr �
c EVEc
L/NE -
f ////��� / _- -
.t`f�=-
r`
i . .
GR DE CONT)POL
X _ r _ f
._ _ s �[ 1� � o. .., _. _. j
• • • • F' • • � �s • • • • ' � I SEE ET 2. i -- G.
i 4"-AGGREGATE/ 11 G",K 6" CONC.
r�0 EQUES N TRJ�� ►l) �' ^ RE�IOIiE EX/STTN6
m �—E7
BASE REI`�01/E ANY TOP CURB `�} •f0
'- - I/EMENT /NArCN SOIL AND REPb,9CE R2s(s) £VA TION OF WEST WirH COMPACTED FILL
CC o I ( HALF Of ROAD FER ROCK CURB e GUTTER
o R26(S) > -
WIT
EQUESTRIAN TRAIL RAMP R26(S) m m CANS j"RUCTit7N 1507, CITY STANDARD ! *+
c > VV STEP THROUGH BARRt RANO m I . 0 � I TI - 6.0 R= 70 it.M.
\ ♦ 24� HEAVY E5ROOM FI NISH .SEE CITY OF o I * n
o RANCHO CUCAMONGA STD. DETAIL 310. n + i ETIWANDA AVENUE TYPICAL ,? ,�•'
Q„ POWER POLES TO �E REMOVED SEE DETAIL 1 THIS SWEET FOR CURB DEPRESSION• v- _ _ _ i I CROSS SECTION � 01• d►UF°�
BY SOUTHERN CALI FORNIA EDISOP, PLAN VIEW SIGNS �STOP','BIKEXING', iI w
AND UNDERGROUNO SERVICE AND ' HORSEXING' 1 I STANDARD 5.1 TRANSITION N.T.S.
CHAIN LINK INSTA LL.E.D PRIOR TCD CSONST�UCTION TO EX 1ST► NG PAVEMENT STIZI PE
FENCE. OF STREET I MP ROV E M E NTS . SCALE: 1'= 40' `
AND SIGN PER CITY OF KANCI�O CUCAMO<'.lrA
TREATMENT PLANT CURt> SHALL BE COBBLE STD• 40(o ESTI MATE PF QUANT 1 T l ES
ACCESS ROAD DRIVE DESCRIPTION OF REVISION CITY
APPROACH CITY OF R�4NC140
CURB STD. DETAIL_ 507 TO ITEM DESCRI PTI ON QUANTITI ES UN IT DATE APPRV'o
CUCAMON GA STD . 150(0 GATE PILASTEFZ£ . E SHALL
1 10" COBBLE CURB -78(o L . F. CITY OF RANCHO CUCAMONGA
Q LI MI'TS OF NEW STREET PAVE'I��IENT WCTION W/20 RADIUS CURB RETURN. ROAD EA CO 4 F GATE SHALL AND GUTT E R
6E STD. CONCRETE CURB 2 EQUESTRIAN TRAIL. 122d L . F• PLAN AND PROFILE
SEE DETA 1 L SWT. C- 12
FENCING
I N
PAVEMENT T 8£ REMOVED. G
LNiRT8 OF EX13T1FKi O
1 IO ETIWANDA AVE. .
3 A . C .- PAVEMENT 5, O s• F.
EQUESTRIAN FENCE NOTE : 4 AG G 1':tE GAT E. BASE 15, 100 5 . F•.
5 5T R EET LIGHT TYPE 3 48 (SRT 2 OFT) EACH
• TREE THE EQUESTRIAN FENCES SHALL BE LOCATED PER THE 515001- * 24TH STREET r, TO 800 FT. SOUTH
FOLLOWING CRITERIA . (o DRIVEWAY APPROACH I EACH
* FENCE SHALL END 10' BACK FROM B.C.R.
7 EMD EXISTING PO POLES APPROVED BY DATE /o
� FENCE SHALL END 2 TO EITHER SIDE OF ANY REMOVE STING WER L S �
77/714r T
FIRE HYDRANT OR UTILITY ENCLOSURE, AND UNDERGROUND UTILITY SERVICE 3 EACH `
�E FENCE SHALL END OTO EITHER SIDE OF ANY CITY ENGINEER - R.C.E. No.223si7
STREET LIGHT OR UTILITY POLE, a REMOVE-
PAVEMENT 'f i CO S. F. DESIGN CAI��'�"., P�E,�` i ��Ek F=�. RECOMM NDED
ADDITIONAL FENCE SET BACKS FROM INTERSECTIONS MAY - D.R.B. 33, NOMI v�+e Avenu• Suft 103 A u
BE REQUIRED PER TRAFFIC SECTION.
DRAWN �� �f^t+ 91� SHEET
W.F N C.F.
�k TO 8E INSTALLED BY SCE, COORDINATED THRU CITY � T �e � � OF�_
TRAFFIC SECTION AND PAID F-OR BY OWNER . CHECKED ` DRAWING NO.
A.C.E. No 16053
D.MS. DA ` ,:., FILE NO. �rr
PROJECT SHEET NO. OF