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TRAC I NOv 13342
STREET IMPI?OVEMEN S
T PLAN
CEHERAL NOYES
1. All work shall be done in accordance with these plans, the City of kancho PR I VA TE STREETS
Cucamonga Standards and the' Standard Specifications for Public Works Coil-
'struction - 1985 edition. Contractor shall be familiar with and sl«1.1
be responsible for adherance tp these Standards and Specifications.
2. All pipelines or substructures of any kind, telephone or power poles, water •
meters, valves, fire hydrants, etc. shown or not shown on these plans within
the right-of-way limits or in adjacent areas where improveweric work is to bu
done shall be removed, relocated or protected in place as requir,2d at nu
cost to the City of Rancho Cucamonga.
3. Any contractor performing woxk on this project shall familiarize hirw4lf
with the aite and shall be solely responsible for any damage to exi:;tiiig
I facilities resulting directly or indirectly from his operations, wlt�tliur
or not such facilities are shown on these plans.
4. A per,ait shall be obtdined from the City of Rancho Cucamonga Engineering
Department prior to any encroachment or construction within City of IRLiilcho
Cucamonga easement or right-of-way.
5. All grade stakes shall be set by the Contractor or Engineer. PavinL; stakes
::hall be set at all hinge points, edge of pavement points within U.01 foot
of sub-grade elevation and at not more than 50 foot intervals. Additional
paving stakes may be required by the 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 cost to tha Curb Ilno
City,of Rancho Cucamonga. A written report with these compaction tests w11no
shall be submitted to the City Engineer for approval Back of curb
, prior to the place-
ment of bifse materials and/or surfacing. Back of walk LI
8. At the completion of paving, a materials report shall be submitted to the
t City Engineer listing all tests or determinations completed to verify
stability oil content and gradation of asphalt paving. 0" C.F. "
9. Prior to installation of any paving, a materials report shall be sutmitted
to the City Engineer listing all tests 'or determinations completed to +
verify: sieve analysis and sand equivalent of aggregate base. O
X10. ' Paving shall be performed in accordance with R-Value and Pavement tests \A/2
taken to determine structural sections (prior to final plan approval)•. 2 yq,g•NT.11. When improvements are'to be placed on native soil which consists of a �Q
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. VARIABLE CURB I
12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 6" C F
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 the full pavement width
prior to " �, ` 12" LI
. p paving. - o C.F. �
13. Estimate of quantities is provided by the Engineer only for the convenience
of the developer, the Contractor shall make his own determination of con-
struction quantities before submitting a bid. Any item of work required by �2'•�
these plans which is not specifically listed in the estimate of quantities
shall be considered as included in the other items of work. 1/2" LIP
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall
be constructed at each intersection.
0 ys;r,e fir.
15. City approval of plans does not relieve the Developer from responsibility 6" C.F.
for the correction of error and omission 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 in a neat, clean, hazard free, 12 -TYPICAL HANDICAPPED RAMP
orderly state, throughout 'construction. Site shall be cleaned upon re- ;SCALE I""10'
quest of the inspector.
17. Contact all utility companies as required 48 hours prior to excavation.
18. Provided for the contractor's convenience are the following:
J. San Gabriel Valley Municipal Water District 213-969-2718
b. General Telephone 800-422-4132
c, Southern California Gas Company 714-529-2889 or 714-529-1070
d. Cucamonga County Water District 714-987-?591
e. Metropolitan Water District 714-593-7474 I I
f. Pacific Telephone Company 714-999-5639 1
19. Lncroachment permit is required from CALTRANS prior to doing any work within clic
State right-of-way.
20. All work within the highway right-of-way shall be State Standards. _ HIGHLAND
21 . :.structural section indicated for highway is for estimating only. Actual section to --- - - -------� _ __
be determined afterradin andappropriate1 i ----�F---- ---- _ _- - -
g g lab tests. A of 85 should be
used in the design of the highway lane section. A T.I. of 6.0 could be used in the ! I Oil
shoulder area.
22. Luminaire should be mounted at a height of 30 feet. � ! i1
23. If cut off type luminaires are not available, a glare shield shall be provided.
24. Lighting installation shall conform to the State Standard Plana and Specifications, 1 1 ( CONSTRUCTION NOTES / ESTIMATE OF QUANTITIES
dated July, 1984.
25. All work shall be done at no coat to the State and any damaged facility shall be rJ = ;<'� �`� 1�-/�-CONSTRUCT CURB ONLY PER STD. 301 314 L.F
2a--CONSTRUCT ROLLED CURB PER STD. 302 3550 L.F. CITY OF RANCHO CU C A M 0 NG A
replaced in kind. I I
26. Electrical facilities shad be inspected a+A ap roved by CALTRANS before contractor �{a� ( � ��� I( --CONSTRUCT SPANDREL & CROSS GUTTER PER STD. 308, X:,3' 1850 SQ. F.T.
is released of his responsibility. P �� I iY� '!�i n
/4 -CONSTRUCT ROLLED CURB TO CURB & GUTTER TRANSITION 18 LS
I ' Jul ;�; CONSTRUCT UNDER SIDEWALK DRAIN PER STD. 507, W=4' 3 EA. TITLE SHEET
21. Handicap ramps on Nineteenth to be constructed per CALTRANS Standard N8-B. � �� I I,, veI " a
4 INSTALL 3 A.C. OVER 4 CRUSHED AGGREGATE BASE 59,620 SQ.FT.
28. All storm drain pipe bedding 'shall be per City of Rancho Cucamonga Standard Draw- �Oti� ( IY I _ _ 7 CONSTRUCT SIDEWALK PER STD. 302 b STD.311 6,545 SQ.FT.
Ing NO. 513, Case I. . . I ASfLEGA[TE CO - -----�_� PRIVATE
\� \ HEATHER - ST , SEWER MANHOLE, ADJUST TO GRADE 8 STREETS
\ \ _ vE 3 �� I�� N.T. . 9 WATER VALVE, ADJUST TO GRADE �'
29. All pipe lengths are horizontal projections (not true lengths of pipe) .. The con- \��he N -------+-- r 12 EA
CONSTRUCT END OF STREET TEMPORARY PAVEMENT PER STD. 408
_ tractor shall determine true length of pipe. ��_ .. _ � !<, IEA, TRACT 13342
m ! II INSTALL STREET LIGHTS. 5800 LUMENS (BY OTHERS)
g�-CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL SHEET 1. 17 EA.
W __ _ ________ 13 -PLACE STAMPED CONCRETE PER ARCHITECT'S SITE PLAN 6 EA.
I W �¢� I@--INSTALL STREET NAME SIGN PER STD. 401 & STD. 402 7550 SQ.FT.
I C w RING ST. �1
1 ) , ---------��o; 15 INSTALL STOP SIGN PER STD. 402 5 EA Of Bun APPROVED L3Y /� DATE l
- --_--� Q DRIV -- --- 3 EA , t�y CITY ENGINEER R.C.E. 0. 22397
19th - STREET 1 ----- t+ '9 DESIGN^ UERBISH, GUERRA & ASSOCIATES, Inc. RECOMMENDED
`' ;------------ -------------- -- ------- O D.G., R.U. B.W. CIVIL E\Gl\EERS
No, 29221 as
ONS � DRAWN 8331 UIICA AVENUE SLIIE 150 SHEET
K. C., CA 91730 (714)987-4306
'ry�r�, CIVIL oaf `� L.G. uw-- 1 of 3
= I INDEX & VICINITY
CHECKED DRAWING NO.
� Y MAP CITY � �� / llate
/iy//!d Daniel E.(,u
EXPIRATION DATE 3-31-9
R.CF.\u.2914 I:�p.11att
06-010
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w 78.10 T.C. o
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a5 ---CONSTRUCT UNDER SIDEWALK DRAIN PER STD. 507, W=4' LTJ v ago ~ 12 3 •v
a-INSTALL 3" A.C. OVER 4" CRUSHED AGGREGATE BASE 9 $ ~�� 43
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W Itr 8Q•-SEWER MANHOLE, ADJUST TO GRADE M --- h + a.
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0 CONSTRUCT END OF STREET TEMPORARY PAVEMENT PER STD. 405 tiFS. '= ad
II �INSTAtL STREET LIGHTS. SEE DRAWING NO. 1127 y a � 76.69 O y
8800 LUMENS (BY OTHERS) .• - r- J
(L I� CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL SHEET I. CAS fLEGA'TE DRIVE SHEET 3 OF 6 I Fs. ix
1?�PLACE v tAtf�PEU +:UIJ+;HE tE PEF2 AR:iI1TECt';i ;i) rE HI AN FOR HERMOSA AVENUE u evEa•Q3•e 7 7F = 1
O STREET IMPROVEMENTS 49 - 46 -193 6 41
14 INSTALL STREET NAME SIGN PER STD. 401 & STD. 402 E 75.53 .-
15 INSTALL STOP SIGN PER STD. 402 v SEE RIGHT ,i �� TY 73.88F.s t e
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pr W - - ? - A 14 -y 7 _ I I 7 G 73.28 T.C., 72.61 F.L.
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_j STA. 6+07.12 MONTRESOR PLACE= 80.50 T 80.00 F.L.
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X s N lyi STA. 12+36.03 CHAMBORD DRIVE
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V2 "' i SEE SHEET NO. 3
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STREET IMPROVEMENT PLAN AND PROFILE
CURVE DATA
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DELTA RADIUS LENG tH TANGENT PRIVATE S
A 89.26'26" 29.00' 45.27' 28.72' 23' 23' CHAMBORD DRIVE, MONTRESOR PLACE,
CASTLEGATE PLACE
B 89.26'26" 47.00' 73.37' 46.54' 4' I' .5' 1' 15.5' 15.5' 1' 1.5' 1' 4'
C 89'26'26" 65.00' 101.47' 64.37' 000, T 0-50' 0.50'
D 90000,00" 29.00 45.55 29.00 3 LEVEL LINE „�o•C0' QEESS/ APPROVED BY DATE
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LZ v4-PER r I 0.38' 2y. 0.07' 2% _ 0.38' 1/4'PER r Y � � � �V� FyP
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E 9 o 0010011 3.001 4.711 3.001 7 . ' 9 DESIGN: RECOMM NDED
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F 30'00'00" 5.00' 7.85' 5.00' r O 3P enIVIL ENGINEERS
2 2 Not 29224 w D.G_, R.U.RU , B.W. 8331 uti�� AVanJe s�lt9 150
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H 90 33 34 47.00 74.29 4 7.4 6 j CURB LINE AS SHOWN ON PLAN > � C/V��► � 8. WALKER Rin-ho Cucamonga, Co. 1714?387-43C6 SHEET
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(D--, CONSTRUCT CURB ONLY PER STD. 301 � . i �
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q�-CONSTRUCT ROLLED CURB PER STD. 302 6 6 L
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��, ONSTRUCT SPANDREL & CROSS GUTTER PER STD. 308, X=3' . LL Cd Q "A: '�'.0 /
_ _ I �13RISSAC PLAC"9 .
��-CONSTRUCT ROLLED CURB TO CURB & GUTTER TRANSITION 0 )< I '0 1 3;
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�&_CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL SHEET 1. W I I I I I // 74.90T.C., 74.40F.L. I . .4 .. 74.9 0 T.C., 74.40F.L. t
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SEE DRAWING NO. 1127 . (3 U. : I . 1210 5 74.68 F. . SHEET -1 Cli; 6 �
SHEET 5 OF 6 ai 't . - 110 . 1 13 FOR STREET IMPROVEMENT EXTENSIONI 5
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FOR PRIVATE STORM DRAIN 1311 I SSAC PLACE e) 1_. __ -1 i
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I A 90*49'17" 65.00, 103.03, 65.92 ' J 890 10'43" 47.00' 73.15' 4 6.3 3' 51 -. .51 I.. Is, 15.51 - 15.51 18, .f� I. 4' - BRISSAC PLACE, SHINON DRIVE, CASTLEGATE PLACE I j
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- B 90*49'17" 47.00' 7 4.5 O' 47.68' K 89010'43" 65.00' 10 1.17' 64.07' 4 0.50, I'; � �. i
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C 90049'17" 29.00, 1,45.96, 29.42' L 90,00,001, 3.00' 4.7 I' 3.00' 1/4'PER P 0.07 . . . Ix I CITY ENGIN _E_R ' � R.C.E. NO6 22397 -i
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I E 16*15'37" 143.00' 40.58' 20.43' N , 45-34'23" 25.00, 19.88, 10.50, 2 V) I 110, �14 x D.G., R.U., B.W. CIVIL ENGINEERS i
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F 90*00,00 29.0 45.55' 29.00, "I - - -_____-___ - EXPIRATION DATE 3-31 1 91 - - DATE IL16T R.C.ff. No. 29224 .
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