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SPECIAL NOTE FROM PRTVATE ENGMFFR TO CONTRACTOR P L A N
ees
Contractor agrthat he shall assume sole and complete responsibility for job site Q NOTE: ALL MEDIAN GRADING IN HAVEN AVENUE / cueve= '047'a �I
Q SCALE I = 4d
conditions during the course of construction of this Project, including safety of all persons
SHALL BE DONE IN CONJUNCTION WITH PHASE Q��loo L�GEAlD
and property; that this requirement shall apply continuously and not be limited to normal d =/�� 'S4`�
working hours; and that the Contractor shall defend, indemnify and hold the Owner and W I OF THE STREET IMPROVEMENT GRADING OF GENERALNOTES
the Engineer harmless from any and all liability, real or alleged, in connection with the Y_ THIS PROJECT. L_ 34.bz' -� -!A/D/CLITES Vd.P1dP�LE A.C.OVE,eL[lY{f�`d?NEe
performance of work on this Project, excepting for liability arising from the sole negli- ® -1AJ0 fATf5 ZfMOVE CX/5T/a/& I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO CUCAMONGA
gence of the Owner or the Engineer. `-' STANDARDS AND SPECIFICATIONS COUNTY OF SAN BERNARDINd SgTDIS. CON*RACTOR SHALL BE FAMILIAR
do ARE WITH
PER AND
COUNTY UNLESS
PLISTEDtASOPERDCITYNSTANDARDCE TO THESE STANDARD SPECIFICATIONS. STANDARDS
w PAR I ',k� 2. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
p / 4 4 V t 3. AT THE COMPLETION OF PAVING;REQUIRED BY THE CITY OF RANCHO CUCAMONGA, A MATERIALS REPORT
Z V 5 � S Z SHALL BE SUBMITTED LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: STABILITY,
CONSTRUCTION NOTES LLJNe Q m 11 33' 33' t j ��� � OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING,
L] CURB RET. DATA CURB RET. DATA V 4, PAVING CONTRACTOR SHALL RAISE ALL MANHOLES AND WATER VALVE COVERS TO GRADE AFTER PAVEMENT
I. CONSTRUCT 0.35' A.C. PAVEMENT ON COMPACTED + W _ o ' " N I ZZ' ZZ II p� _ o Q� 0 W � HAS BEEN CON;,TRUCTED.
FAR, Z 90 ZG01 N A 89 33' 51" M
NATIVE SOILS. Irl V _ V � 'V �1
N z N Z � II II R 3(o OO; sIt ti �v 5. ANY CONTRACTOR PERFORMING WORK ON TH..� JOB SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND
2. CONSTRUCT P.C. CURB Ii GUTTER PER STD. 115. ,o _I� L = S�.BZ' ,f, BANYAN STREET L 5�•Z8 a0 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
5. CONSTRUCT A.C. DIKE PER STD. 117. �J W N ql V VN0 Ill k INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
a� T lL m T = 3fo•Zl' (SEE SHEET 2) �' T 3�.13� W"N '"J G„d�/O� 0• G� l ��ll EX/3T. le' 6, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND,
10. REMOVE EXISTING A.C. PAVEMENT A.C. BERM.
W �� LTJ N �-• t,Pe0oet�A Ex '� ele_ FENGd AND ALL SUB-GRADES SHALL BE PERFORMED IF REQUIRED BY THE CITY OF RANCHO CUCAMONGA. A
lu. CONST. g' P.C.C. CURB ONLY PER CITY STD. 301. j Q EX.A.C. BEiZM �� Ion N � II 1 W �� (� M.N. a� WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL
Q Z SO" Il' 13" W 35g_4l' ��W �X/'3T. Co�+'�.G.P. '��h I CA� I;' ��i o N crS7 ' l EX,/Z'� Q�j� ^�1 PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
15. CONST. P.C.C. DRIVE APPROACH PER CITY STD. 306• p r �TO�M O�e4��/ / I o I S D 8(D 15 /�5 oa/y. j�� 7. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY ENCROACHMENT OR ,
O 1 +1 +I /,s ( CONSTRUCTION WITHIN THE CITY EASEMENTS OR RIGHT-OF-WAY.
16• CONST. u P.C.C. SIDEWALK TYPE C PER STD. 109• Z LLJ� 19.8 - -- ...�.- - � - - --- - ��---------1. _� ops � - \�_� 9F- I
a O 1 Z - y! J - __- _-___- -_�_ Pam .�'�iv B IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE A SOIL STERILANT REGISTERED BY
17. CONST. TYPE " L" MARKER PER STD. u03� THREE EACH. J T APPLIED AT THE MANUFACTURER'S
-- ---- ---- -- --- I9.
J N _ _ - - Ex �g=e.ca�` SEX/6T. c. GA.C. AND P.C.C. SHALL BE UNIFORMLY A
_ p '-- - - RECOMMENDEDFRATESFORNTHE FULL PAVEMENT WIDTH PRIOR TO PAVING.
18. CONST. TYPE " K" MARKER PER STD. u03, ONE EACH. t_91 X S 0 _ - - -- _= - -- -- - - _ - -- -- - - - - --- - - - - _-
9 �'� GNasE2 PNdSEi b�qk v �^ 1hG N/\ lohq I �S9eS �D00� 1� 1 2'-�+I- 9, ANY DRIVEWAY APPROACHES TO BE CONSTRUCTED PER STD. 128.
19 CONST. " K" MARKER WITH " o-TURN ON SIGN PER STD. u03, _ �j� I I MFROVEMENT5 N SC)°1-I� 53"fin/ ,�� h %, �� \0 ti tip. N \ ZZ �ti . /0 ,ter 1 n
ONE _ _ _ \ _ T ' _ 10. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE PURPOSES. THE
zo 1i 22 z� ti 2 titin O' aeEMo►/C / 1oF Zu !¢ I t CONTRACTOR SHALL MAKE HIS OWN DETERMfNATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING
20. CONST. UNDER SIDEWALK DRAIN, TYPE I , PER STD. 501 , ONE EACH. Rlw l W, ;
c�EE 'uaTE/S o0 18 ! 1 ti,�1EX/ST.PovT¢ , A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE
$EC0VV 3 1Yti0 ti ee-o X67. I !7 ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
21 . CONST. CATCH BASIN PER CITY STD. 502, ONE EACH. Nr 92
CONST. LOCAL DEPRESSION PER CITY STD.�10, ONE EACH CQSt' `6"• _e-�� A�
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tr) ° aIti.T C o%e7 1TCH eE" V�2 ` o6 70 50 p \ 1
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Wticrrl To ✓01� o�v. �I yr
�z 3 1 .� J ).,1 ESTIMATE OF Ou"TI TIA"S
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o wo N �13 N �'�,� /TEA/ OEWRIPTION GG4A? UNIT RE/tiIARKS
3� RAW +N CLEARING 8 SITE PREPARATION LUMP SUM S INCL , MSC REMOVALS
134 I �; '� N N 2, EXCAVATION & GRADING LUMP SUM L.S.
44' ± I I g 3 CONST. 0 25' A.C. PAVEMENT 16210A S.F. SHEET Z
11' 20' + I Z 4' /5 71 -7' s CNS CURB GUTTER - C.F. 284L.F. PERSTD, 11 CEXGG. oe/�EGJLlY�
`W //' // '+ //' *- U Q '�' - _ �� /SZ/ /�UGL. GCJec� �ETUlz/v`�
3.5 ,eC.rove /'r e"ovE/ 3
REMOVE EX. A.C. PYNT. VARIES 3' TO 4'4 eX/5T P'n eX/57. PGV^l. 3�
HAVEN AVENUE a" :,-� J7¢ / T� 3� M M
AND BERM. �' Z� A.C. OVERLAY 1 �rv../o„� � � �o o��' °o
R. .4 r
4 08
14 �If Z �• Z , CONSTIdA.C. DIKE 57 ,F, PER TO. 117
2-:1 �4 PER Fr FEATHER !¢ �pVST.A•�• /^/ `� = l Qo CONSTRUCT ION BENCHMARK w 135 W
-,,
INSTALL STREET NAME SIGN a POST I EACH -PER--5 ID-5 3n3 A 3n3A
r _ - EACH
_ - - --
� � � SAWCUT /' BACK FROM
_ IV INSTALL S7QP STGN a POST I EACH PER CITY -STANDARD
R/R SPIKE IN WEST BERM. HAVEN AVENUE EX/S T. EOGE OF a/L. '1 2 3�Q ¢
/(o �%EX. A.C. PVMT. 660' NORTH LEMON. - 'W 14 ¢
Z �CEMOV& EX. A•G. UTGf l-� HAVEN AVE.
67A• 22V-Zo TO 25 rZo A ELEVATION: 1592.79 EX/ST EDGE OF a/L /5 0-
I 15, REMOVE BARRICADE I EACH
TYPICAL SECTION VICINITY MAP 16• A.C. FEATHER OVERLAY 2 -�)7,19 5.F
,DOT TD SCALA ICIO7"E = ALL McFD/,AXI CURBS TO BE 5CALE: 1"=500' /7• 401U57- 811A•c. OKE l4 L.F >°E,e STO. !l7
CGLUST�PUC TEO /PEQ U//eE
41-t O1c" .UEW /8. CON.5T. 0.35' A.C. PAVEMENT to 5Z4 S.F. SHEET /
A.0 - SEE Tf P/CAL SEGT/C,U AT LEFT /9. BLDCK WALL H-3Co" Z9 L.F. PER STD. 30/-
REVISIONS
0/- UwE,2
REV!S I0 N S _ _ F. _-
L`ESICN1-n •Y i ) • R BENCH MARK No, «--2 r_8 - ELEV. _�55 I k.256. D W G N0. 40
A6A.RK faRTF 0 aoo�'Vo C �� Y OF PARCEL MAP 4-135 PREPARED •Y
DATE LOCATION: CHIS. " p " S.E,CORNER DRAINAGE SHEET 1 OF__ Z_
�/ RANCHO CUCAMONGA STREET IMPROVEMENT PLAN ASSOCIATED ENGINEERS -
FX
TE v0/MP's
%y, eE��SED /ooEcao Hca P DRA1pT� 1 _ "INLET AT N.W. CORNER OF LEMON AND HAVEN 316 EAST "E" STREET ONTARIO CALI FORNIA 7 14 - Sed - sole
FM y735
V NOES
S .o Gti/Ti riES
DATE HAVEN AVENUE - PROJECT NO. __.
eve /f k �_y- $Z )1, CHMKFD By� R - � �� -� . AT BANYAN STREET r� (�� 3 7ZI7 9
APPROVM Ir
a UVB r DATE CITY ENGiNFER C. E No DATE $ITE pPR�VAL 80=09
R C E '��C7 /� DATE DWG. NO. `J' Z 80-06
78-(8
Op ry !'�/,= 20.45
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r VIL V Q6 TYP a/4
NJ j 1f1 GRADE FOR TOP OF CU1g�', 00 N �1 �°��
0i N
� N O h D N 4 N x ,
D'o D.
}620
1. EXIST GPOUNDL/NE AT NO.
EXIST. l�Co" 5T<�,2M OQl1/U W
FIN/5H GRADE 4r I
!��/. ZU 3Isla* W
25
i
N tp tc� O TyP SJ 19 51
ir1 O d r 00 a 25'
niN hM ppm O H � H TY� _
4.1
d M c•� 0.40°� O
M K, Y
0.9(09'0 N o 1620
UJ
O \ �-
- EXI5T- SURFACE AT 0
eX/ST. <olo"STUQM DeLI/N
h GRADE FOR TOP OF CURB `' Q 4 tj 561.62'
01 � Q' N � � Q � �/4 O/✓CU�'B
40
1620
CIO
ti
Aw li e. M �"
J�d, �►' vii= ZD_45" ��''� � � '
N - EX/ST gROUNDL/NE A7-50. f ,--�
Fz
PROF I LE
6 5 4 3 # 1' aI I'=
/p� pp
i i 1 SCALES VER I"
=
G PP2oXia�d TS � I
LOGLIT/Oc/ I P I N
SCALE` I � = 4d
w
w =
c Q
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CONSTRUCTION NOTES
a �
W Be 0 Ex. sToza
J Qm l^ Odd/� 10. CONST. 0.25' MIN A.C. PAVEMENT ON COMPACTED NATIVE 301LS.
Qp O li 20. CONSTRUCT P.C.C. CURS AND AUTT=R-ti" C.F. PCR STP. 115.
3 ► �URBRETU�PN I tlLe� I` ' I I S. CONSTRUCT P.C.G. CROSS CUTTER ANI SPANDREL PEP STC. 119.
tri v URINE DATA h I W t;. CONSTRUCT 4" P.C.C. SIDEMAL� TYPE "B" PER STI' I:)9 AN
N °"''' Q .4 = 89°3359~ Oi C°-s I D DETAIL A .
PAR 1
Z - R= 36.00 ( I D 6. INSTALL STREET NAME SI AND POST PER STDF. 303 3 303A'.
n In In _ IZ
7•= 35.28 �� Z 7. INSTALL STOP C 13N AND POST PER CITY STD.
3 98.83 3I W 8. ADJUST MANHOLE TO GRADE.
8, ADJUST WATER VALVES TO GRADE.
n' II 4 J m N I ' V2 V OD �� 10 CONST. TCM?. IJ" A.C. DIKE RETURN FOR PHASE I CONSTRUCTION.
LQ
N N 3 2 N89°51'SZ" /O �to' DkX�� P,� LQ 11 REMOVE BAPRICADE,$3aeVA&e-
8 8 9a �" 1pPEQ N r� 32 Pr✓Q5E2 - �P to 12. CONSTRUCT SIDEWALK RAMP PER STD. 110 t IIOA
3 Zl 1 °� r'1 N N GoeJST. 42o�.F-eEos✓c�a o2. h� �. F'�1 13. CONSTRUCT BLOCK WALL PER 5TD 301_ SOUTHWEST CORNER OULY.
W �9' 14-16 74 ✓dL✓�J D 64�»_DE 7 5 IZ cower x-are. to lV H= 3Co"-
----- 4t � '-- �PcvoREL . iiri IS. fOc/ST,000T PC.L. Oit'/!�� dPPeOdCN P�2 G/TY 57D '3010.
I13
398. 4Z' o/Ke atio 3�
'n �' CURB�PET!/RN a, 13�°�
J 1 4 2 `� CURVE DATA �+ r2'
94 I W m �X PAN510N JOINT
a x�- PAR. 2 d= 90�?6'oi" o �'� -* E6IN CON57 RUCTION
3 wz bz R= 3601 ' 4d- � Q HAVEN AVENUE o•5,
w
? �.ez' o
a ods Q _
_ _ _
a N �5d Fpe7TEMP. `� a - -- PROPOSED CURP� GUTTER
PNd3E I PHd�� Z W tv = A•G. O/KE) Vl
Ln tL +
e
z �o(c' �Q I �2 a.�
BANYAN STREET
Q FUTURE SIDE WALK
33' 33 )01
• . N
I I' ZZ' ZZ' 13
10.5' 11' 11' 11 ' 11' 10.5'
4' 0.00' z 0.3(' z� 0.14' z 0.3(0' 4' i D_5' I I R
2: I scoPE �14=: l, o,. LEVEL INE -o" _
�- _
----- }- „ SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
Z O�1 p[ Contractor agrem that he shall assume sole and complete responsibility for job site
`g" Q o.
x4" conditions during the course of construction of this Project, including safety of all persons
4 Z zEoki6vo Z ,4 ��� CONSTRUCTION BENCH MARK : � Z IIID and property; that this requireKnent shall apply continuously and not be limited to normal
NEdDE� •�
It/9 SPIKE IN WEST BERM HAVEN D : o
PNdb� 1 v AVE. Co Co O' NORTH LEMON. H working hours; and that the Contractor shall defend, indemnify and hold the Owner and
TYPICAL SECTION ,vdrued� ECR. _ z z JD the Engineer harmless from any and all liability, real or alleged, in connection with the
QG�Cdo��vG �� ELEV. 1552.79
SCALES : HOR. I"=10' �G�"^'O p performance of work on this Project, excepting for liability arising from the sole negli-
VER. I"=Z' '
UJ 51 DE in�ALK DETAI L'A" genCe of the owner or the Engineer.
G.5' 4' 0.5' SCALE: 1" = 10'
RE V151iir DEs�c�rD eY A. E _ BENCH MARK No. J -218
- Cil Y OF 1551 .296 _
a�.e✓b ,yae� DATE e,r _-- E L E V, __._
DATE � RANCHO
�oc�TloN: CHIS. " p " S.E. CORNER DRAINAGE PARCEL MAP 4735 ►REPARED �� SHEfT....�_OFA__CUCAMONGA ASSOCIATED ENGINEER
D+?a." BY A.e, I,NL_T AT 1V.-W. CORNER OF LEMON AND HAVEN STRFE T IMPROVEMENT PLANl r
SIS EAST `E"• STREET ONTARIO CALIFORNIACAIfORNIA 711 - f86 - $818 PM�•f7�J
DATE AVENUES. BANYAN STREE� PROJECT No. 5
zj
q �/ FROM HAVEN AVE. Tu 4 + 75. : 7 T Apncr'.r4L �� �,g _DATE �$tc
�`t Z2 /79
CHECKED 6Y APPPM- ICD BY �35�!_ r-�0=[ F v 1TE C 0 '�9 fj /� DATE DWG, NO.�03
DATE " ' C. E NO
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