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4 5 6 7 8 CONSTRUCTION NOTES
" WMAL �14T _ -- ---- -
ea'
1. ,All work shall be done in accordance with these plana, the City of Rancho Coca- s revcr 0 i9 ,amiye- '*'0_Tsc//
" monga Standards and the Standard Specification for Public Works Construction - � sro. HrP,fo.e w)
current edition. Contractor shall be familiar with and shall be responsible 7 Alf r,Pvcr ,POCK' cer,4W AWL- 4L-rOt cwCWMf-r
INS 7., Ve OI/EPL.7Y /O. /O' ^11W)W)
sCsrE i" Qo' for adherance to these Standards and Specifications. //
«ie ' 2. All pipelines or substructures of any kind, telephone or power poles, water /r IMS7WC f-,*C/"j-er-P nrl- oveM i" Ce&SN,-,0 scc. du'SE
/ �cra�{ y meters, valves, fire hydrants, etc. shown or not shown on these plans within �, nr/r Ex/Jr/,mss Ac MYEME-NT
.
11
ism-- - - - - =-- y ; . �. "'�cowr the right-of-way limits or in adjacent areas where improvement work is to be
,r ° q� G!c'R of woes:, done shall be removed, relocated or protected in place as required at no cost �l
s" wiry/ s rrc+c . to the Cit of Rancho Cueamon a. grove- EXArr/.vts .et�cr cu�&
y 8
® �
J. POt/R c,+R
X ROCK CURB DETAIL 3. Any contractor performing work on this project shall familiarize himself with ,0.�cocr�rE EX1sr x E
/Ms lw~e^O4
s1#ses /��' ..of' d"an• d%1# d%i' � �
arra I.", /.fn' a/o' ata' ars' the site and shall be solely responsible for any damage to existing facilities �'--�E/yorF �7►'.tsr�,us re�E
iiiiIoo=sosKs ' a ' - ' /V' resulting directly or indirectly from his operations, whether or not such
461#50 .V' /./&' 0.00, P. &T, 0. 'J � ��� � facilities are shown on those plans. �--'-c°' sree/er sc,e &rroit7w t s•:9
4. A permit shill be obtained from the City of Rancho Cucaiaanga Engineering be- o --/wad ssoa cur►ii�.v srtE�r
partment prior to any encroachment or construction within City of Rancho
Cucamonga easement or right-of-way.
S. All grade stakes shall be set by the antractor or Engineer. Paving stakes
shall be set at all hinge points, edge of pavement points within 0.01 foot
of sub -grade elevation and at not more than SO foot intervals. Additional
paving stakes 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 tests of embankment construction, trench backfill, compacting
original ground and all sub -grades shall be performed at no tit to the
City of Ranch 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. ( SPECIAL MOTE REGARDING SUBSURFACE UTILMES:
S. At the completion of paving, a materials report shall be submitted to the
City Engineer. Listing all tests or determinations completed to verify eta- All utilities shown on this plan have been taken from available
bility oil content and Gradation of asphalt Paving. records. The contractor is responsible for contacting all utility
9. -Prior to installation of any paving, a materials report shall be submitted companies associated with the project for exact location of
to the City Engineer. Listing all tests or determinations completed to their utilities prior to construction and providng full protection
verify: sieve analysis and sand equivalent of aggregate base. of those utilities during construction whether those utilities
10. Paving shall be performed in accordance with R -Value and Pavement tests taken aro shown on these plans or not.
to determine structural sections (prior to final plan approval). `
11. When inprovemento are to be placed on native soil which consists of a rocky
material, the sub -grade shall be prepared by removing all rocks which pro-
trude above the sub -grade and all voids or depressions shall be filled with
a fine grade material of an quality better then the native material.
12. If the asphalt concrete is to be placed on sub -grade, a soils sterilant .Pe ris♦ro M�,gNOE.e%vis/�j✓,�e y, Avo�o �./, /,� 16,WY61-7s4.*1#
registered by the E.P.A. for use under C.C. and P.C.C. Oball be uniformly ® Sou7t/Pc•.CsIA.�E-� 6 C/P To e ��yc s_
a lied at the manufacturer's recommended rate for the full t width i ADDE/0 !o" 40 CAST I,e0A1 P/f'E
Pp PaPm� OF P,POPE/QTy TO NOW711 (9I 34
prior to paving.
13. Estimate of quantities is provided by the Engineer bnly for the convenience DESCRIPTION OF REVISION DATE
of the developer, the contractor shall make his own determination of con-
struction quantities before submitting a bid. Any item of work recMired by CITY OF RANCHO CUCAMONGA
these plans which is not specifically listed'in the estimate of quantities -
shall be considered as included in the other. items of work. PLAN AND PROFILE
14. Street signs per City of Rancho Cucamonga Standard Members 401 and 402
shall be constructed at each intersection. ETIWANDA AVENUE
13. City approval of plans does not relieve the developer from responsibility
for the correction of error and omission discovered during.constructi6n.
Upon request the required plan revisions shall,,be promptly submitted to the FRt �'Q. 2♦8�j,� i TQ STA. '%#2j
City Engineer for approval. ,
16. Work site and exterior streets shall be in a nett, clean, hazard free, CUP NaL 84-09
orderly state, throughout construction. Bits shall be cleaned upon request
of the inspector. APPROVED BY DATE
E
17 Rnntwrt all' utility Comoaniss ma too ui t, 46 1l4na priort# excavation. CITY ENGINEER CE 23889
11 TI. -8 R-67 J MAP
ESIGNED BY; v RECOMMEN D BY,
VERMH, GUERRA A ASSOCIATES, Inc. 13ob S. •�-
Jerry CLva MGMEERS C
DRAWN BY 134 RAST "F" :TREET NUITE 12 SHEE1
ONTA100, CALL!'. 017" 714) 903-27"
- ' yr 3
HECKED BYE DRAWING No.
1 CIt
, 8 e ° E Rrt "w. ins 919
84-002
T
BENCHMARK
EE/tiC9�fMil.F.0 /1%! irp -
'T TyE �t/. E. CO.P/VE.P OF ETib✓A/V0.9 .!//ENUE d Y'1C7�7•P//1 ST.
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t _ EXIST 6" WATER LINE (ASANOONED) —
14 �B 1.5 I SEE OE Ti l/C "A " V 30 i 19 /e 0 21 2 2-4
-- 61 r4 9004b b EXIST. E.P.
3"W EXIST. 10" WATER LINE —3" W 3" IN 3" —W 3" W 3" W
�► _ 3 I/t" W— VICTORIA s I/i" w I� I/2.' W AVENUE w s I/z" s 1/2" w � ��" w
• EXIST. 3" 411111111t LINE' EXIST. 11 1/2" WATER LINE (ASARMNEO)
VICTORIA AVENUE
TYPICAL SECTION
FROM STA. 12+80 TO STA. 13+40
T.I.=6 R-67
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ETAIL *A* TYPICAL DRIVEWAY C=ONSTRUCTION DETAIL
N7S.
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SECTION A A
3C0MS 7eVCT AC. QE,PP�i
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4o--mvsr.PUCT CAS's BUTTER sr cSAvA10 m -L
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9 r0,oVST,PI/CT cST/I/.PS I✓/TH iP PS •6•,
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IMS'774LL AC OYE.PI,*Y (O. /O / M//V)
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// AVS7T1!L TYPE "L " ^7o f►."zr PEtw STD. 4vy & 4t7 v WOG
/A/SXVZZ- TYAE "6"'-A7*PY£R? PER STD 410b
/!s RE.ai9/AST EXAS7_/A/6 %S'Mom AHEAD " AA✓EM6A/T /'iAA'r/M9
/7 SAW CUT EX/ST/.VG A/1!/E/"!Ci✓T
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Ln COVE EX/sT/A/C ewojS CU7'1F.P 6tr►>✓O. L
ri REMOVE EXAS7iA/6 Mee & SUTTEXZ
22 pEMOVE EX/ST/N6 COA/CPETE # Wee -
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—,lEMOi/E a AL;1drACE" EXAMA/B SN,rrJ,ST
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CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
VICTORIA AVENUE
FROM 26S EAST OF ETIWANDA AVENUE TO 1365'}
Nr-r"rAvvL_U U1.
CITY ENGINEER
DESIGNED BYt -
DERBISH, GUERRA & ASSOCIATES, Inc
JeSTy CIVIL ENGINEERS
vr�� —
R.C.E. 23889
RECOMMEN ED BY:
DRAWN BY: 124 EAST "F" STREFT SUITE 12 f HEET
ONTARIO, CALIF. 91764 / (714) 983-2739
Jerry
CHECKED BY:
City Date —
G OF_
AIA~ DRAWING No.
R.C.E. No. 29224 919
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SEE SHEET 1OF 3 FOR GENERAL NOTES