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CONSTRUCTION NOTES QTY UNIT Construction Notes _+or_Street..Trees BENCHMARK #13
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ZI-IIS E/ N C1K9 /5.4f/D' 1 Construct 4- _" A.0 on _ 4 _" A.B. , per Soils Report. 6117 S.F . 1 . All street trees are to be placed in accordincp witty City of
: Rancho Cucamonga Standard Drawing 6�1t . corner of Feron Blvd . and Archibald Ave.Chiz O ' in North end of curb return, N.E.
OConstruct P.C.C. Curb and Gutter (6" c. f. - 24" gutter) 306 L.F.
11b City of Rancho Cucamonga ltd. Dwq. 303. 2. All street trees shall be staked and planted according to City E1,"VAT10N: 1115.025
of Rancho Cucamonga Standard Drawing 665A.
�I V F077/rPE T�POF CU/PB �\ t�3 Construct Commercial/Industrial Drive Approach per City 770 S.F .
Qb O N � 2Z'NORTH OF of Rancho Cucamonga Std. Dwq. 346 (W=35' ) 3. Soil fertilizing and conditioning shill be in accordance with
VSection
,,%, 212-1 .2 of the Standard Specifications for Public Works
hp0 D A p 4O Raise existing Sewer Manhole to grade. I EA Construction. Type I organic soil amendments shall he used with :he
O� � TOPel,MB Z2'NORTHOF ti l� �IIQ N ratio of 1 part organic amendments to 3 parts native soil . All
CICJ /Q y .. a OF". (wets "I? 6P- amendments are to be thoroughly mixed prior to backfillinq.
11 10 N EX/ST. 700 OF 40?9 erj �► p , T S3
IMI?7'h OF €' \O \ / (,-0,(7.> _�� 4. Fertilization of all street trees shall be per the recommendation of
\ ,fQ48Y / O6( Construct 4 " wide P.C.C. Sidewalk p.r City of Rancho Cueomen9a 928 S.F. an agronomic soils report furnished to the City Inspector .
F/LE S+a. Dag. 310 •net 311.
PrPO33'HORrH BF >F
O7 Construct Barricaue per City of Rancho Cucamonga Std. Dwq. 1 EA 5. No street tree shall be planted where the center n* the trunk is
to 404 (W=44 ) (P=i1 ) . closer than three feet (3 • ) to face of curb, unles- otherwise
V noted.
OConstruct Temporary end of Street Pavement per City of 1 EA
Rancho Cucamonga Std. Dwq . 405. 6. All street trees are subject to inspection and acceptance by the City
l� On. tL p, Q Engineer .
Q V y Q erj O5800L HPS Street light by SCE . Paid for by Developer and 2 EA
% V % W Qj coordinated through City of Rancho Cucamonga Traffic Section. 7. All trees shall be Carrotwood with i minimum size of 15 gallons.
O �\ \ p l� FUTURE F/W/Sf/ 3d�F<10E ATF q \ One located on Feron Blvd. and One located on 9th St.
`' p p � � � F/�1//SH JURFACE �4T F � b�• v � b
1110 CL 1110 F/�f//SH SU�f'FACE �th t\ O 1110 QI 10 Instill Street TrooS (See Street Tree Notes) . 11 EA
NINE 15 GAL. PYRUS CALLERYANA(BRADFORDI) LOCATED ON MRON BLVD.
.4r �► Q. • AT 20' O.C. AND TWO LOCATED ON 9th Sr. PER STD. 601 a NOTES HEREON.
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\ 044 Ye Qj II CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. NO. SOT, 3.0 IMIDE MAX. I EACH
(>~�40••� J�--EX/ST 11WC1LE Ar €
LENG711 ON ezllfg = /✓Z D+f'
� `�► \ p U p � � FOTURE 1gP�F IURB `�►
K, TBP BF CURB PZ'SOUTH BF
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MID I O S EX/Sr 70P OF C!/RB � ti � 1110 S► `V
22',S'Ol/TH OF f
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��EX/ST. PROF/LE JU SwIrI! AF 1£
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PROFILE
SCALES HORIz: I" =40'
VERT: 1° = 4'
0 I 2 4 3 4
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PLAN GENERAL ETES
SCALE 1" = 40' 1 . All work shall be done in accordance with these plans, the City of Rancho 9. Prior to installation of any paving a materials report shall be submitted to
Cucamonga Standards and the Standard __Specificationsfor_ _Public __Wor_ks the City Engineer listing all tests or determinations completed to verify:
�'i Construction - current edition. Contractor shall be familiar with and shall R-value, sieve analysis, and sand equivalent of aggregate base.
be responsible for adherence to these Standards and Specifications. 10. Pavinq shall be performed in accordance with R--value and Pavement tests
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I/� 2. All pipelines or substructures of any kind, telephone or power poles, water taken to determine structural sections (prior to final plan approval ) .
v �� ? meters, valves, fire hydrants, etc. shown or not shown on these plans within 11 . When improvements are to be placed on native soil which consists of a rocky
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iu Z the riqht-of-way limits or in adjacent areas where improvement work is to be material , the sub-grade- shall be prepared by removing all rocks which
dg / II z A. -1 / 4 /� cr done shall be removed, relocated or protected in place as required at no protrude above the sub grade and all voids or depressions shall be filled
N0. 24�4 cost to the City of Rancho Cucamonga. with a fine grade material of a quality better than the native material .
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OI 3. Any contractor performing work n this project shall familiarize himself 1Z . If the asphalt concrete is to be placed on sub-grade, a soils sterilant
609 a Z / 66 * 93 + with the site and shall be solely responsible for any damage to existing registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly
!o facilities resulting directly or indirectly from his operations, whether or applied at the manufacturers recommended rate for the full pavement width
/,� 1��.,_� not such facilities are shown on these plans. prior to paving.
rye r 3 '� �: 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Estimate of quantities is provided by the Engineer only for the Convenience
/o / �'�� y 8 / 9 FUTU/Qf /rIIPROVE,NENTS -- Department prior to any encroachment or construction within City of Rancho of the developer . The contractor shall make his own determination of
1BG9 5 •�6 Z (0 4 a Cucamonga easement or right-of-way. construction quantities before submitting a bid. Any item of work required
5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes by these plans which is not specifically listed in the estimate of
shall be set at all hinge points, edge of pavement points within 0.01 foot quantities shall be considered as included in the other items of work.
1 o� 3 1 o9�J tr T ITY C MPANI of sub-grade elevation and at not more than 50 foot intervals. Additional 14.
5- ro N Ki 2 J I L_ �0_- _ _E S
yBpo¢�I/8n� _ kf'¢I_r A�.r� v�� 8 paving stakes may be required by City Engineer as needed at warped or .M rer`.t- -• -� - -
g0 vertical curve areas. 15. City approval et P1 ns Joe, no' relieve the developer from responsibility
General Telephone (800) 422-4132
i 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or for the correction of error ano omission discovered during construction.
for underground service ' '
11�t�c'�t�S h�� 2�8M I q crossings shall be constructed prior to paving. Upon request the required plan revisions shall be promptly submitted to the
(,ye) f �Q� e+� Off•
Southern California Gas Company (714) 529-2889 7. Compaction tests of embankment construction, trench backfill , compacting City Engineer for approval .
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= P original ground and all sub-grades shall be performed at no cost to the City 16. Work site and exterior streets shall be in a neat, clean, hazard free,
•. Q h� 2191 E. Birch Street (714) 529-7070 of Rancho Cucamonga. A written report with these compaction tests shall be orderly state, throughout construction. Site shall be cleaned upon request
Brea, CA 92621
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5 submitted to the City Engineer for approval prior to the placement of base of the inspector. •
/8 79 /a N 9 Cucamonga County Mater District (714) 987-2591 materials and/or surfacing. 17. Contact all Utility Companies as required, two working days prior to
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9641 San Bernardino Road B. At the completion of paving, a materials report shall be submitted to the excavation.
® Rancho Cucamonga, CA 91730 City Engineer. Listing all tests or determinations completed to verify
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"CrIsr XoTeilElysly7.S 01 1 9 stability oil content and gradation of asphalt paving.
PZ`R C/TY DW67, No. /40 9/1/ �` h I� a �0O � 14
�� w�N I Metropolitan Water District (714) 593-7474
qQ W 1a P.O. Box 54153
,Q v �t h \ 9 Los Angeles, CA 90054
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PARCEL 3 Pacific Telephone Company (714) 999-5639
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P;r,41A AVD !ZEAL14V PRIVE
DESCRIPTIONy OF REVISION DATE ! TY
22' 22r �/r .4TiPOw .rour� APPROVED.
' 4' V '0l W, 4� CITY OF RANCHO CUCAMONGA
FERON BLVD. _ o
_ _
PLAN 8& PROFILE
4-M S e FERON BLVD.
CURVE DATA L/NE ,
I' oo y, o• . a.�c>•, Poo \ o z FROM 915' E'LY HELLMAN AVE. TO 1598 W'LY ARCHIBALD AVE
NO RADIUS_ _ DELTA LENGTH TANGENT _ REMARKSIlk
i Z I FE PON ec✓o PM 10366
Oi 267.00 ' 33.13'28" 154.83 ' 79.66• North R/W Line � ..
/ Z E/Or'ffiS' srrEEr APPROVED BY: �r. i DATE:
O2 278.00 ' 31'45'33" 154.10 ' 79.08' North Curb Line CITY ENGINEER ��� � -� RC.E. NO. 22397
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FERON B LVD. DESIGN RECOMMENDED
O3 300.00 ' 29.12'27" 152.93' 78.17' Centerline PROJECT S/TE T1� EN6R JW ENGINEERING, CONSULTING CIVIL ENGINEER ZT s
TYP/CQL SECT/ON SCALES y" "''o"
O4 322.00' 27.03' 12" 152.04 ' 77.46' South Curb Line ' V/C/N/TY �IQP 99 "C"Street Suite 209
{�; / -Z DRAWN /,.p Upland, California 91786 SHEET
• F .IIA /30e-f 4e re .Slr,4 e W 16 NO SCL4LE TW 47 G J W (714) 985-2809 ' OF
OS 333.00' 26 OS 47 151 .67' 77.17' South R/W Line R�/�
�a,O TI CHECKED DRAWING NO.
R.C.E. NO 24263
`TW EN6R A T E -Se F I L E NO
�'� 4-S5