HomeMy WebLinkAbout738 -- t _-
r-- ----------_-- ----- -- ._-- -- ---'
_ . .-- --- ,---- ---------- -..__. - - ---- - -
�_ _ __..__ __.,__,._.__. _._�_._..w___ _ _ ___ _ _ --- --
- - ----- I 6EtJERAL PJOTES
__ _._.._ ..._ .__ . ._-__�__�_____� �_._____,_ _.._ ._.__ __ _ , ...-_ - _ - _ -
m____ __1.111_.... _ __ __ _ _ -_�_ -- --
...... _____ __. _. ". fr-^�-- .r...0 T..__.. 1_ 11 "''r P T r 7 f .T...- '- ..T___ _ ___-.7 _ r -. i- -_ _ _ L-1 _ t t _ _- f _
_...........e."..._�$-
........t. y__..-.- _1111.- .., -y-_ .. .-.� _ _- 1111. .-----'--_ 1111 - --_ -1111 1111_ - -1111 - _-.. _... -- -- -- ---- - k - - - -
Y T" - -Y_ Y ..._ .. .._.____._..� _._._. Y"'" '-I .. ... .. �. _ ...i __E I. i.. , d_. : I a 7- 1 8 -__.t _ __-_-_f_... _! _'-._f..._ _ 1__- _ . _ f _
.. . 1111.. 1111... ..-_ q� - .. ._"_ - .... ... ... .. __-_... - _ - - _ _ ._ t
...__.�...- ems----1--- ........... -_._..-.._.. �............ _1111.._. 1111.._ __ "__ .,1111__. _- _ _ _ _ _�__-.t_� i f
:
r T
1
B111£1 ..t._ . - __ - - - - - - _.
__1111__ ._�__-_1111 ....__....##_..-.-:-_ �.............. ... .......__.. __. 1111_.-.. ....- .. 1111._.. ___ 1111. __- __ -___. - - -_. f
-�""__ --1111. .._..�. ...-..._•_-_-...._...�_,;_.._ 1111.. E .- - ..::: 11 1 1.. -- -- _. I 111 1. ' - : $ - - - - '
..:._...-__.,.-1111.__. .. ...._-___w_,-.._-'"_-,_ __. ........ ... .. .. ..__-1 111. 1111 1111 . ..- - - - _ i
1 ........ 1111. : 111_1 ___._ -__ _ -
.... ... .. .. t E
__ , _ 1
__,__t F 11- _ .. ` : : - - - : : < '. - : -. - : 11_11__ .: £. __- _ _._
-_ _ _t - Q� � HO CCleAMON�A k shall be done in accordance with these plans, the Cit
_ _..... -_- ...... . _ t --_ ---- - -- _ f y o f
.111 1.11
} RanchorCucamonga Standards and the Stan
dard S ecifications for Public
T :F I. - BE/V,H VARA< nlO. : 34 ^"B Works Co _ P
--- - .
^ _ current edition Contractor shall be familiar
}- _.. . ... _ , - , / = PK/R with andnshalltbenre
-._ NT LIN OF A/'
-_-_ .. p nsible for adherence to these Standards and
E-. S O
OuTff O CE F'R E S
_. r._ _ 11 .. 11...._ �-
_-;T- :::: � , = $TREgr '178 _ ,'AST OF- �APPH/RE �I"t4EET. Specifications .
1__.............. ....- t._._ .. : .....I�(_ - : - - : .. _ __ - __
t _ y SE RADS D _J K 1N 0 _-OF , N E E 2
t --,--_- .....,. ..- -- ---- -' -: E --- __ R 1'YA7"ER: .GAGE" 'QR A L`ARG ,- A11 pipelines or substructures f
_._ . _ _ . 111I __- Y . p power poles ,
; BASE -- o an kind tele hone or p
-._-,. r __ CRCU 1 - CONCRETE IWATETf-: SI-O =AGE-.TANK. water meters valves
it :�' _. ._ `� _:E ..�.-.�_r--J-.:__ :---- - _ - _-' - R . ire hydrants, etc . shown or not shown on these
- t _ `_ V Tans w f
_,___. ,. .-__ ___._____.___ _, w_ _ _ _ _ E P n the right of-way limits or in ad 'acent areas
-f ... ----. . - -_
_"'.`._ 7 .. '::.: �-�� ...T T_--_ 1111 ...} ' - - _;--..- : -- _ _
, _ -: _ improvement work is to b
-- - _-_- _ s e done shall be removed, relocatedworre
_ LEV�TiON: sa,s. sz
__ -----[ - " I _ r- - _ -_ _ i n l a c e a
- ,
} f p s required at no cost to the City of Rancho Cucamon ar
- _. - g
__.;._ ----. . _ -
rr� } }
. --; i
_ __._ h -. . 3. The responsibility of ad 'ustin manhole or vale
_: - ST. URE f ��ct20 f J g e covers ,
, ._ .... .. ..._._..:_...._=N EXI . .. S A E. paving repair
: __Y ;...- . _- x ..__...... - 1 _ € and av'
_ --- .,1111 T N ing replacement in connection with sewer and water , as hone
_.__.;- - � + A NORTH R/ O g P
_ .__ _. :1111. _1111_ - ` � -
_..-1111..
_. _... _._.--- - . x line installations will be the res onsibilit
__ N
_.: -----_-- 1111 1 11 1 } - N i P Y
1 T- �._........ :1111_
I f ofethelownerOtand u
F .. ... .._ _�_ - �- r< r tili
t
Y
} ,- _ _ - " -. ► shall be accomplished in compliance with appurtentant
... �, _ ._.. �__ _ �� 4
..-__ _ . _.. ._... :.. - F7rt ` - - I Ordinances and Standards .
( --- -. _. _._ ` - -
...:. ..._ .... , 1111 ,1111 < .. _ : : � \- - -- - -.
_.. ..
f
_ - ` -._ - e
;. ,..1111_ Y ,... ..: - , ... ±... - ` _
..1111. - .-.. o : , f ` s __. _- __ : -
__ E � 8 �I -11 g work on this project shall familiarize himself
.o. . 1111 _ . .._.. - _- _ ( 8 , � ,
1111 ..e. ..... T.., _� . _., i 7111.. - - - I 'll.. `.. ._- 1111. t 1111 -. _ , : / _. _ .. -- - - - -
-, r with the site and scall be solel res onsibile f
or any damage to exist-
f , O e _
Y P
-- _ 4o f
in facilities resultin directl o i
=. , _::" --_._ , =- g ...;. . -_ _ a I Y ly from his o erations ,
'O.¢p /'/ ' - g r ndirect
r + / P
.__ .. .. 1111 _ - .. - .___ T-
. - a ° ,
=._ ; . -__ . _. } _, _ - - whether or not such facilities are s own on these p an .
r-- - t h
} __ . - s
_-i. , .a 1 111. - e _ t e
-
TOP OF /VORTH
-r 1 - ---. e --
I -
r
i
�_ CURB � P _ : 5 . Shading on street lans indicate A . C . avement
� - -
P determined by struct-
�. : _ a _- ural sectio be installed .
:
-. -
I_ -
._- ,
T... _ .
, _. f f i
- !4�; 93' DN C�JRVE f
.__: ..r... : , -- - i
n
E.:: M 6. A permit shall be obtained from the Cit of Ran ho
r -_.. _ nqi ring
. ,f�) ' 0s� y c Cucamonga E nee
I.... - . r o`9 �0 E Dept . prior to any encroachment or construction with Cit of Rancho
�� w EXIST. SURFACE � a /420 y
;. ._, t Q
/&20 '
_ . _ ._ -_� __ ._ _ m_ Y" _ _ _ � . �
kN AT CROWIII �.Il�IE o �. 1 . Cucamonga easement or right-of-way.
... , _
PV p th
IG:
--- o
- ,_._ _;_ * L � 7 . All required stakes shall be set by the private Engineer .
I _ - cV
0
9F! I �
i {
_1. i ;
_.
!.. _._.... i--- ? Q 8 . All curb and gutter, where grade is less than 0 .40 , shall be staked
_. _
, ' I � f �.
. ! 0.64 °i 6 . pansion joints .
;:. .:..-:: - :::. "_ ........ -- - ;:. . :1111 .. .. 1111 p o i
_..,_ 11 o i
, 1.111
_ F/N�.��E-Q �/�if-A � 44�/� , 9. The structual sections shown are minimum. At the completion of rough
I
- '--� grading, soil tests, including "R" valves , shall be taken and a ma-
. j - . - AT eROWIV :LINE s }
- _ I - ,- _ "�` � z feral report shall be re ared b ualified soils en ineer . The re-
__; g ort shall contain a ro osed structual section and shall be submitted
U 270. 32'' Ot�l CURB P P P
s
{ to the Cit En ineer for his review and evaluation. A royal will be
_._ ._
I
. - _ 5 r
/3/.32' CURVE /47. 60 31.41
Y g PP
- _; WY g yen when all structural section r irements have been met .
a- -- ,. 7 , - q
N ; =_ Qq I
_ _ . 1 . i i CURVE
e u
.I- - �.....��} - 1
x VP. : /sss % - ` F 10. Sub-grade stakes , driven to the pavement sub-grade elevation, shall be
, : V �C/��
} ;. :. 1111. .. i. - d - _ " e : : `..( ➢ : : ... t
f - f - g" FS' set b the Contractor or En ineer . The stakes shall be set at all hinge
,v� a .
s
_ - - _ x a of avement pints within 0. 01 foot intervals . Additional11
N � points , edge P P
f I ... _.... _11;71. ,. i ;. ? .. a
._.. _.-�.. _ _ ---+ - - rade stakes
; ' _ - - _ _ �, TQP : OF OUTH �. � stakes may be needed at warped or verical curve areas , sub g
i 1._111. _ -s n So -
: -
- : --- - _ C'l/RB W x shall be in lace prior to paving to permit spot checking of sub grade
_ n N - P g
r r ti � -
: �� , _ i N
_ _ _ - 1 - -
P
__ �' 4 M by inspection personnel .
.: .:
ut u w �� f :- - : I G
a _ _ _ --- - _____ ._.__�__.,_-.. � --' -- - -
_ -.- . \
D•ffp f.:
Oro9o- 4
_ o - 11 . All sewer water electric , as , hone or other utility laterals,
�� f . g P
_ _ 111 .1.... , - __ _. a # _ .
.
O¢ �c
- _ _-- � , " f o to avin
- -
X40 a +-.-_,. mains , or crossings shall be constructed ri r
3 t
_ , .... t 111 1. 1111. _ .._ b . - ���- - _._
1 , 1111 __... - - _ - _ --.. -q. 111_1. _ 1111 1111 - ': : : a , ���moi... �� __- _ _ -.-." _. -- : {
r _. }
__:. ._. - ...f....
I
�.�
1 -- - _ _ a kment construction trench backfill com-
---- ..___-f X/S/" SI�RFA 'E"� - _ 12 .
-F-I - - . .. _ --- ---- _.
. -, Compaction tests of emb n , ,
T.- ...1111.. _- Y._. i... : .., : ? ,E : - t {'� : .-. ., .:_ F
- 1 - _ - ades shall be erformed at no
--V-1
- AT SO1/TX R W_ _ _._ I f __. _ - acting original ground and all sub gr p
.. _t_ -
_.. _ B - - _ - - --_ - of Rancho Cucamon a . A written re ort with these cpm-
S cost to the City
_. 1111.. _ . _. _ \' - -
.....f._- :. : -___. ._ S _ - - -.___ti : 3
..-_..-. .... ; 4
-".__. _. 1111. [rrrr[ ".: 1111". _. 1111.: 1111 ,: ". ::_. -- f , e .--`.. _.._F .. '�r _: : --- -
- -
_ tion test shall be submitted togthe Cit En ineer, for a royal
. ...._ _ --- ... - � - _ -- - -
c Y g
t _... r� - _._ _ .-
- --
t Y M • < , _._ --__...� 1111...:: .- _..-. - -__.Y - --- --._ -_ _ _..- --' ._ _." ----_.' -___ .. - '
- , : , , - , -_- �- - and or surfacin
___. _ __ to the lacement of base materials /
�� i =Fi } 8 - -- - - -- - - Prior p g
,?. t ....... -- -
1111_ _. _ 3 -_.- ....... ._ < : S : t 8 -_ _1_111 _t 1111 - -- ---_ - - -
'T : t- T _ s - _ _- _._ , _ _ 11_11.. E -._ o :.___ , : , ! , - -. -... .. _-- - -- - S - + - t
, - -
,
._.... 111__1.. 1111::: ..._ 1111 _. _ ._ 1111
_.._,_.�.. ..... 1111..___._.__._ gg 1_ __., i _. __-___.._-1__1_11.. __ .'_._.-_..-- 1.1_:11 .:__1111 ... -" ---r- - - -_ -_ _}.. _._. __._. 111_1 _.:° ' - , �.. .._.-
"__"t-� � t'-.."� t -,. :� .. __... ."'' 11:11.. r a_ - _". ...._.... "_-------------- ..--------. "."""_" .____"_- ."..-
.. � -' _. 1:111..., ;._1111.,,1111 ....,.._.., 1111 .. -. : .....___....,.__.................__-_"__,-.____-"
- _................�.«... .... .:,...,,,.....w............M.,._.._._._._....�.....>.......� ...........,__...�.� ...1111 1771 ..«..,......____. .. .._ .... �..�. .,,,,..,,.....:..
1_71_1-_.,_.:'.....M...._ 1111._-7717.,--1111._._ __, 1171,..__.,,......._........�.. -. _ _ 11.11 _... - ,
4 3 2 / O 13. At the completion of paving, a materials report shall be submitted to
P L A N the City Engineer. Listing all tests or determinations completed to
11
5C LE I 4C�
verify:
I
1/or'ies 30' f0 70' 30' (a) R-Valve, sieve analysis and sand equivalent of aggregate base.
3 12' paries 14'f0 58' /$' /2' 3
(b) Stability, oil content and sieve analysis of asphalt surfacing .
� 14 . When asphalt concrete is placed on native soil which consists of a
Grown G.x f ✓pries 5S' //.50' b� r /� /r�O ' )
//.50 Vories o' /o O' Varies /Z 50' �� _ �`� g11 �, � ,J, --e J._J� rocky material . The sub-grade shall be prepared by removing all rocks
ti� f ICc (� x . �, \ r) /I �� �,-J I I whioh protrude above the sub-grade and all voids or depressions shall
J� 4 t° Z0' 4 O �' �' �,� /�, �, ��/�/ J be filled with a fine grade material of a quality better than the
1p Grown Une XO I native material .
, �j
LEVEL L/NE SLOPE %4":/' 15 . If the asphalt concrete is to be placed on sub-grade. A soil sterilant
SLOPE %".I11 -- -- _ __ _ - / P� registered by the E .P .A. for the use under A.C. and P .C .C . shall be
6""CF ( I 0'
6"C.F. vorle f O h~ J L0 uniformly applied at the manufacturer 's recommended rate for the full
A0 /oj o� 3 op )( YI 4�, pavement width prior to paving .
. tore 39'e / �,` 3
O Z
U Iq W(v 5P PP
E(/ST/NG SEE 6RAD/NC '� ? op 3 00 'l�\5� 16. Estimate of quanities is provided by the Engineer only for the conven-
TYP/CAL SECT/ON Nc�N -�, oIo `_D �0 f, . I ifnce of the developer, the contractor shall make his own determination
AT STA. /f 48. 00 .A 5 0 � ,R'- o construction quantities before submitting a bid . Any item of work
NO SCA 70.82' 79.9#' )0 required by these plans which is not specifically listed in the esti-
y'/ mate of quanities shall be considered as included in the items of work .
TI = s 4 4 ' _ 1
'o.s. �� EX. CROWN I
17 . City approval does not include water or sewer system and estimate of
pa11
x 4�Q. `'F1 � �J f���LIN� -�O quantities.
-'T4 7' e
`� OA ('44 CXJ3 , r..o I 18 . Street markers per City of Rancho Cucamonga Standard Numbers 401 and
kP � 9 0 ��-CROWN Q 2 � a o � M' 402 shall be constructed at each intersection.
1 / I K=41",711' • � �
Cf/RVE DATA O�'Z -i a-,(ill .3' ) I 1'y
2� 13 � �,,, G X7.93' _ - I I 19. City approval of plans does not relieve the developer from responsibil-
R = /0O' Is 3 _ ity for the correction of error or omission discovered during construc-
`J 2 Q�'�`/ TronSilron tion. U on re uest the re uired Ian revisions shall be
d = 17'59'52"
O s sidewalk fo � � `�I OX P 9. q P promptly sub-
L = 3/.41' ` wo '6_, /','/&p;caI 3 00 mitted to the City Engineer for approval .
T=/5.83' 2 G ?x,28 Sec}ion. �o//, C
-v Z\ 40) � 61d 5 c:�P`cQ/, I I ' C �O 20. �4ork site and exterior t
stree s shall be in a neat, clean,
B R= .38' ,�� 3�' U ,4 33 33 O� c�` hazard free, ,
o v � � ,Q�� orderly state, throughout construction. Site shall be cleaned upon re-
,4 = /97159'52" k. O -P 6? 31.32 U V Q ``� 2 /8 /8 /2
L= /3/.32' ?6. �t< 3 � quest of the inspector. t
it 2 co
6 o '�`) Q
� � cc .� 1 i, i ;
O W
�G2 5 W SAPPH/RE S TREE T
-z ')Oa
_� a W
4 y y ti
h
lc'O S`//, ti
p DESCRIPTION OF REVISION DATE APPROVED
EST/MATE OE OUANT/T/ES
/9TH Sr `J I_ Y 0 r_A���✓iO �J�J`/,i-1�������l�i-1
O. DESCR/PT/ON �iN UN/T REMARKS GARDEN COURT r
/ 0.25' A.C. PNMT. 956/ sF CONSTRUCTION NOTES ��' �
2 6" CURB 4'GUT TER 415 L.F. _ /8TH
lO CONSTRUCT 0.25' A.C. PAVEMENT PER SO/LS sr. PLAN AND PROFILE
3 4' S/DEWALK <P.C.C.) 286/ S.F. REPORT ,' GENERAL NOTES.
4 SIDEWALK DRAIN / EA.
5
STREET L/GNT / ,CA- O CONSTRUCT 6" PC.C. CURB GUTTER PER STD. NO. 30 2 V/CIN/T Y MAP TRA C r NO 11696
NO SCALE GARDEN COUR T
O COMSTRUCT P.C.C. SIDEWALK PER STD. 310,
A T SAPPHIRE S TREE T
O REMOVE 34 L.F. STD. BARRICADE
PR/NATE ENG/NEER NOTE TO CONTRACTOR ��rr £�/,,,►fs_;� � - / - �t.s. i€� 23889
O CONSTRUCT UNDER 57,0 WALIt DRAIN TYPE 1 CONTRACTOR AGREES TNAT HE SHALL ASSUME SOLE AND COMPLETE RESPON-
PER STD. NO. 507A . SIBILITY fOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Of
1.1k3- 6:4 ,,%,,,% , , . , RECOMM LADED
�� CON�rRUc r Sr-,FEET G/�f�T PE"P THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY; THAT THIS .����C- I r- rE e I � - IE Ert5 aG 01 �� �n
EO/ o,v /lEcq vi�E11E(_1TS. REQUIREMENT SNALL APPLY CONTINUOUSLY AND Nor BE LIMITED TO NORMAL ASSOC. ENG. -316 EAS r ";-:" 3 Ir19: t `J � -
,WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND r� ,#14 onm`110,`110, CA W O R IA � f;r
HOLD THE 06YNER ANO TNF ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, �,.
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON TNIS ASSOC. ENG. Yukon "� 3-31--3 / (;$__/_
PROJECT, EXCEPTING fOR LIABILITY .ARISING FROM THE SOLE NEGLIGENCE Of l�sr 0 I I� 1_.i:a'3.io10
THE OWNER OR THE ENGINEER. /• +1•:•1• I1�• 238/5/
�:�r£ �0-27-,q/_ F11-0 :n 80-100 718 _