HomeMy WebLinkAbout2431-L . I
I
I !
.
I
I
�
� �
I
I
_____ , -� � I
__________� .
IM,I M __ � . .. - - �����������,������������������,�����-�- I
-,_ - 111-111111 nowingennonam -- I �-������������������������-,�����,�������������,������,�������������-���������.����������������,���������������,�����-�����������������������������-���--l��,����-�-��������������-���,� .1 ...1 ____________-�� � -
I ____-om I I I 111 I I III I 11 1111 I I 1 I 11111111M I - �
-- _
- - - - _ _ �
I
� �
� I
� 11 I
� -� - �- � �- � � I
I � ---� � -I 11� ____ -- --- -_�- , __-- I-�I-- ������������������������������������������- _11 111--I-- __,_ - � -.---.-- I--- I�I - ���- _ s �
� � - -�- -I �-_ I
I , I I I I I I � I i
I I I 11 � I I :
. � � � � I I �
I � I � I I I I I I � I � ; I
I . � I � � I
� I � I I
I I I . I I � �
I I I I I � I I I ; I I
� i � ; � I � I � I I I�
i I I I � I �
i I I � I I - I I � �
� I � f �
: I I ; I � I I � � I � D�EVELOP, R/O:WN�ER
I i I I I I � I �
I I � I � I � I � �
I � � , � � I � I I � �
. I I � � I f I � I I � I -1 -- --,"� �����,� �,,�,����,��������,�,�-���l-l���,�----�,�,-�---�-��----�- __ - ___
� � � I � I— ���������,���l�����������������I I
� I 4 I 1 I � � I � I I � I . . .
� q I � I � I I I I I �,����������������������������������-
� I I � I I � I w
� I I I I � � I � I I I
� I I � � ______ __111
� I �
� I I I � 1, I I I I � I I � I � � �
I I � � � _.............- I I � I �
I I � � � � I I � I
I I I I � � I
� f I � ; I I � I �
� I ; � I I � I
I I I I � I I � I
I I I I I
� � i I I � I I
� I ! I I � I
� I ; I I I
� I I I I � � I I � I ,� I
�
, � I I � I �
� I I I � I I �
� I I I I I � I �
� � I - I
� I I . I I I �
I I I � I I I � �
� I I �
� � - I I � . � _
� I I I I I I �
� � ; � z � I �
I � ; I I i . � I I
� �
� � j I � I I
� � � I � I I I � I �
� I � : � � I i I
� I—,---1-1-1- I a : I . � . � I I �
�
� � I �, I � I I I � � I
� I � I � - I � - -
11 I I � I
� I � � I I . � I I � I
� I I I I � I � : I I �
�: I I I I I � I
� I I I I I I z
� I � � � I I I I � I �
� I � � I i I
I � I .. I I I � � I
I= z I I I � i I
: i I I
II I— - :
I I
I I I
I I I
I I I
I � I
I I I
I I I
I I I I
I I I
I I : I
1 i I ! _ ES �
I
I �
I
I
� � 11 G:F R 0::
I'������������������������������������,�,������-�����,��� ____ ____ I—- ������������,��������������,��,,�-�������,,����������������- ,��,����������-�����������������������������������I - - � - 1 I
� I I --- I— 1 - I
I I I : : I I I I
� I � I I I
� I 1 :11-11111 I I I I I I
� ; � � I I I
� . I . I I � I i I I
� I I I EMEEM I I
I i I I I I � I I
I � I I I �
� I I ! � I I � I I
I I I I I I I I I I I
� I j I I 11 I
I : 1 I I � I I
. I I I � I I I :
I I � I I I I I
11 I � I 11 I I I
I : 1 I I I
I I I I I I . I I
I ; I I I I � I
: � I � I I I I I
_____________ I I � I � I I I
I I I � I 1 I ! I
� I 1 4 I . : k I I I � : � I
� I I i I � � I I 1 :
I I � I I
. I : 1 I I I I I
I I : 11 I � 1 :
I I � I � � I I I
I � � I I I : � I
I I i � I � : I
I , I � I I I I I
I I I � � i I �
I I z : I
I � I � I i I I I- I I
I I I � : I 3 : I � I I � ,
I � I I �
I I � � I
I : � i I 11 I
I I I I I I ! : I � I : �
I
I I I I I
I I I i � f I I I I
I ; I 1 : I I I
I . � � I I I I I
I I I
I I I
I � I ; � � I
I � I I I I
:1 I I I I I
� I I � I I
I I I ,r
I I
I h: 2nd: Ave:n,ule
�� I i � I
I I I
11 I � I
-'''', I - f �- I � I
I �
I - i A 11 I
MEMO= � I 434 No: t I
i
I I
I
I
I
I - I
I
I I
I
I ;
I i
I I I
I :� I
I I
I !
I
I �
�- I � � I U:: land, CA 91773
� , �
I
, I � I I � I � ; �
� ! � I I P
� I � . -_
I I I : I I � I � ; . I I I � I I I �
� I �
I . I I � I � I I
� I I I I I i � I I I I I
I I I � I I I I I I I I z : I
� � I I ; i � : I
. I I I � i I j I I
I 2 ; I � I z I � I I
. � I I : � I . _____ :1 I % I I I I
I � I I I I I
I � , I � I � I i I I I
i I I I � I I I
� � I I I I
I � � I . I I I
, I I I I I I
I I I � I � I I � I I
I � z I I I I I
"I I : � I I I I I I I I
I I � I I � I I I I
I 14, � I� I I I I I
I I I � I
- I I � I I
�� � z �I I � � � I I
� - I �I I : I I I I I
�� :1 � I I I
:z % I I I I i I
I I
I
I
I I-
I �
I I I I
I Z,
I I 4
:1
I 11
I 11 I I I �,
I I I I 10
I I I
I �
_ . ; L 90:9) 949alm 1 40I
� E
� - - _ -1- ...........-1 __ 1 . I
I - 11 I . 11 __ _______ I___ I-- - ����-��������������������������� _1 I - I 1-1- - - - I I I I
� � I I � I _ �
� i I � I � I
� - r I � I I I . � I I - I I I
� I � ;
� i , I I I I I I I
� I i � I � I I I I �
I I _ � - __
� � I I �- __ _ -
� I i i � � � I I
� I I i ; I I I - _
� I i I I I
� I __ � � I � � � ; I
I I I : I � �
I I
I �
� I �
I I �
I I �
� I : - I I �
� I ; :
I . I I I � � ; �
� I � I N
I I I I :R. I K L
� I 11 ; I I I I
� I 011011 l - � � I - �
I � I � I � � I � �- :
� I � � � I I I
� 1,
I I �
� I I
I I � . I � !C CROWEL
�
I I I
I - M I U
� I - i I � � I I I I
I i � I I I � I
I I ! I I i I I I I I I CONTACT c 1
_ I I � I I
I I � �
I - �
I I I � I � -
%aMo I I I
� 1w I I : I I I
;
�
I
I
I �
I
;
�
�
.
- - I . - -
I 1. -
� I I ,� I : I � I � I� I � � I 1. I 1 -I -
I I I I � I I I
I I � I I I I I
� I I
I I I I z I
I I I I
, I I I I I I I I
I I I I I I I I
I � I I I I I I
11 I I I z I I I I I
I � I I - I I
. I I I
_. j I I � I I
I I I I � I I I
- I I I I I I i I ___ I I
I I I I I I I
I � 1� � I I I
I I I I I I I
I I I � I I I I I
� I I � I I I I I ; I
- I I - - . I I I I
. I I I � i �
- I i I I I
� I � � f I I
I I � I I f i
. I I I � I I I I
� I'll .� I I , ! � I I I I
I I I I 11 I - , I I I
� I I— � - � -_ I
I I �
I I I I I �
i I
) I
.
I I
I
_____ __
-
---------���-�����-������-�����-�-��----�����-�-�----�-�--���-��-------�-�-�-��-��,-�- _______,________ ........ _____________ I __ . I
�,,�������������,�ll,�����'ll,��,����������������,� - � �- I- - � - - - I-
___ -11111 __ I 111 ._1_________._._.__- ___________ - ____ ___ _ _ - . -Noffim I � I - - - __ ___ _____
_________ - -mommmoomm - ______ - _1
I -
I I :_ - - -
�
I � I I I
I I 1, I
I I : I [ :Ir
I I I � I
I
I z I I I
I I 11 I
I I I __ � I I I; :1
I I r :1
I I I I . I I I I :� �
1 : 1: I I I � �
: : I 1: I I I �:� I I
1 : I 1: I I I I �
1 : I I i :1
1: I I 11
; 1: I I I :1 I
I I I I
I I W
I: I ;TIES! :; I
1 : I I E_ -R__ A- L_ N:0: I - I
� I
I
I I
I I
I I �
V..iQINIT�Y MAP I I G : . SHEE: i D:EX 11 � I
. ;--���,--,���-��-���,�--���-,--����--����- ��������---��,�-����-----��-���-���-�--.�-.-�m.-----����,-����,�,��� - -- - _ _ I --�-���������������������������,����������..._ _ I � � � I I �- -�I- A � I 1
___ ,---._________ 11--11-- -������������������������,������������ _ I I -- .____ ------�-,-�-�������������������������.�����,�������������,�������� _1__ - --
I -
�--- 11" i I -, E----�����--�������.������������,���������,���"II - F I NO I - - �- 0. .- - -- - - ENE111110115-0-MMENEW 1-1 ���,�,�,������������������������mmommmom-� @1 ______ '',',,'I'll, -_ � -- I I R-- _________"I I Imill 11 no 11 I 11 an ------ _
I
I
I
I I
I I � I �
I I
I ' - - ',I I - - � NO. Sheet Descl 1 PmIft I �
� I I I.f1% I
I _'A I
� R",
I I � 11 ; �
I I � I I I I
I
:I I I � � ; ; ]P �: ,, I I
D E H E U E I i ;D I HIE CITY. I I I
I :1 !I
I I I
I I I
I �I
I : - I I
I I I
I I I
I I I
I I� I I
I
I I� I
I I I I
I ; i
E I I � - z Z, E � � � I I �- � I-� :GH- - �- - 1: I I I I - 11 _: _: E__ ET
I � i I S I— - - - �-
� �
I I ; : � � � I 'CII S S: ALL B; BRO :� , T�TO TH ATTEN ' I
i � I i I ; �AN� SCA E A I HITECT AND T
; I I � D IN CONJUNCTION WITH THE PLAN' AN' ANY DISCR PAN TION OF THE L
� � I
I "
I � �
1, TH�ES NOTES SHALL BE_USE � __ I � - I 1 L-m 1: 00 TITL s:
�
I �
� � � I � I �
� I I � �
� : I ; I ; I I
I i I I z I , I I I
,;N :1 i E I :K.
I I � IM � I
z I � I , :R: i
NT F-7 R , � ; I
I I
�
I
I 1 2. AN', ERCROACHME- - -E_ MIT SHALL BE OBTAf ED FROMM THE CITY ENGINE' � :PRIOR TO C0 MENCING ANY WOIR: __ -
I I
I � I I
I I I
I I I
I ; I �
I I I �
I � � I
I I I I ;
I I I
I I I I
- - I I I I
- - -_ I I I
� � I � � I I � � I I I ;
I ; I I
I � �f �� I � I I
I � I I I - I� I � I I P i : C � I
� � I � I I � �
I- I I
I H F I i I I I I IDS CV-,D STANDARDS AND STAND RD Z,PEC I C � I R I C I
N -ITY �AR I
I I I I i
L � RD T_ C - - - - - IR ATIONS FO UBL1 WORKSGOINSTRU� TI10 .
I I d I I I :� iNG TO THE CURRE STAND A S iN - I I �T 1��O N: PI L!A N:
3. ALL WORIK S AL BE PER ORMED ACCO - - - � 2 L-wo 1: a 1 CO�N�S,TRU:lc
I
I
-
I :1
�
.� � FOOTHILL FWY
1: I
I1--� - .
- __ __.__.____ - I
_,______ I I --���-�-,�����--��-�-���-������������,,���II ___-
I -
____- 1 =210J -________ - .. ... - �-__ � I I � I I
r- I I � � I I - I
i I I � I I I I �
� I I :1 ;
I I I I
I � I I I
� I I � � � I I �
I � � I �
I I � I " - - - I- - - I I .. I I : I
, I ) � ; � : I
I ; ; � I � � � � am= � I
� LE c � I I � I I , DAMA�GIE INSURANCE AS �� 1
. � 4. THIS WORKSIHALL BE INSTAL' D BY A L10ENSEDCONTRACTOR WHO SHALL CARRY WORKMANI'S COMPENS �ION, PUBL:CLIABILTY AND PROPERTY I I I I I
I - � - I I N amomm - I :
;
I I
I I
I
I REQU IR E DBY LAW.
I-- -
__
I .0w-.__.ft*. - I � I
� I
I
i I I � I : �
1 I-— I - I �
__-__ I . . !!,III - I I � �
-- - I � I : I :
� I
I ____ I—-----,-,--------..-- 4 �_M::;:,:::I,I I I I � � � �
I I I I I I_. .._v�iiIiii,I -.-.. - I � I I � :
I,� . I � I I �
I � � I � :
- - - I-- I : I I � I
- -_ . - 1 - - I � I � I
I I I ow � I � � I �
I I I I I � � I
I I I I I � I i I ;
I I I I i I I � :! I I I
. I 1: I I � �
I I I I I
I I � I R I
I I � �: � � I , I I I
H ; � ;
I C OREX�JSTI'NG UTILITY LOCATION'S PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIE GROUND SERVICE ALE' T AT 1-800-422-4133 TWO:W: RKING DAYS
� I
I
5. CI IE KF S,AND UND E R I 0 4 L ffil I:R,RI!GAT O�N PLA i
� - _ - - -
� I R � .
I I PRII0 TO C0NSTRUCT'110N. �
I �
I : I
I �
I I
- I I I
I
I i �
I
11
;E 11 f
I �
I R DR. I I I
FISH: - � I �
I I
� I
I :::I _I- FISHER DR. I � - - - - - - - I—__ �- - - � - - IL 1 -
- I I I
�
,
� I � .
..--
I
I � j I NDATJON'SFR0MT: ISREP_ -
I I �,
,
I- _, _ � I � � N� � in CITY INSPECTOR A14DI ALL:R�-i I
!!! ---- I_ -_ � I :1 � � , � ,'I
M: :::::: Iiiiiji- - I -1 I I I I I 0 I - - � � I TO THE - ECOMIM,E; ; ORT SHALL
I ITMOREMME: __ �
I ; :: I __ - I I
;X:::::::::::: I S1 � 0 U I H
I := 00i'ma --- E C:ON-C,LU, 101W F RO, I ;
I ;::::::I:::;:::i Il. - , !1 11 AT TH GHI GRADING AN AGRI NOWIC SO1,LS REPORT SHALL BE FUR' I'S,H:E,- 51 Lwm2 a 2 I! RRIIGAT ON DETA
IMM!.-M.... `.�I-..----- �_!--
....
..
_1?_
.-I.,--- -__1
_...._.- '1-�11.- �11
ii I .1 ,�
?V,2..,"__-_-,-_--5---,, .111
....
f,= .11 6.
_f.__,..,.!1_,_- -i" .", F
I __-, -,7"..'s.......��-",��.,..'�-�,�.��:�.��,�.�'I �11 7
I �_ .:
I �� - I I—- _ -1 -1-11-
.
..
�C I �
._�.. I I I I
I i
�:
......
..- I � I I E:N�D ; I �
I - SUPERSEDE SOJLS AMENDMENT RECO 'M I ATIONS SHOW-N ON THE PLANS. I I
I - M I �I
I _ X_ I I �I
. I I �I
. a- I �I
I �I
W,-.'. I �I
I .......�....... � I �I
.., I I �I .
I - I �
I ... � �� E [
.
I ..E! _ _ - I- __ 6 L-mm 2.3 I! RRIIG�AT O�N AIL 2 - I
I -
I I
i .
P D I
� I ICT OV � BY THE
I 1__ - I - - - _ - - R L CALCULATION EE - - --
I E I I 1, I I . I �
: � I I �:
�
I ! 7. WALLFOOTINGS AN"D REINIFORCING SHALL NOT BE LOCATED WJT:HIIN:THER.O.W. UNLESS DETAILED:CONSTRIL) 'ION:AND SIT UCTURA IS HAVE BEEN API R: I I I I
I I :
I I I I
I I I I I
I I I I I I
I I I
I I I
I I 4 : I I I
I , I I R. I
_- I I I
.. I I � I
.-I I I I
. i �
I I �
- I
I , '� T1NGI PLAN:
I ..
. I
....��K.
i.. 'TY
I.,... 1 - ENG1NEEI
I
X_ _M",�
�_II�R--,_MM. C:
1.
I I .
I �.......-�
�
.
i I X_ 7 Lww3w 1 PLA:
I .. I
..... 2 - -
� ��._._,
--- I
I ...-
� I
__--
II --------- i
_ - � �- I ii
I I .. � - - - WHITESTONE PL � - __
I
I I I I I
I I I
I,- �.... I -_ 11- - � � - I E I I I
...
....- _:1.. - --- � I � -
I I K... ;1 17 ; z I
I I
I I I
I I
I I ;I
.. � I ;I
� �� I I i
I . . ... I I I I
I ....... �: I I
: ; I I�
- I I I __
. -� I
� I--- I,I �
...wi � . .. - T1
� � CESS OF 5 VERTICAL FE T SJ ALL HAVE A ZW1DE FLAT AREA AT THE TOP OF SLOPE,
: I :........ & SLOPES IN EX E H: AND ALL SLOPES SHALL HAVE A 1 FOOT WID,E FLAT AR ' AT TH TOE OF SLOPE.
e e� I
I "I ;.., 8 L-362 PL:A� NG: DETAI :: 11
I ... - I L I
I .X_._. I I I �I I
..... . I IN I I I
I .........I—- � I � NS� ECT R THAT _ ____
I � .. � I 1, � I � I H - -P - - 0 - ___ LISHMENT IS
� I - ' I
I � ,I - , - � � � 9II, UPON COMPLET101N OF[ STALLA ION AN ESTARLIS,HMENT PERIOD S,I ALL COMMENCE-,,AN'D UPI WRITTEN:VERIFICAT10N FROM:THE I ES:TABL I I I I
"_ ,-,-,*......
I I .
- -.1-f : � I I I
� 'Izl.'ii.`X_01.��. "1_'`�*"11 L � I
. � I I I : -
� I I I I
r � � I I I I
� I I I I
I I I
I I I i
I I I � I I I
: � I ; I I I I
I I I : I
IL - I I �
:
�
I
...._ ...- � AND- WIT - Ci UNI LACCEPTANC "' --- �T I R
(10 .. `?=_"`_.� i ; � R O'D AY - - I L - V Rift F I :Ec s
_1
- II I PLISIIIIIIIIIED AN ADEQUATE MAINTENANCE RE: I (TY: ' ALLY 60 D1 S)SHALL CO ,."AI;N]TE`N ANCE SHALL CONG U:DE ONLY A 1 ATION 0: L EAF-OUT FALL
g 1111111111 --x--,l-l??,l�-ll-�lll��,
- I
fl -11-1- .'m
im __Nggl
� �_ --- .11M ,_: ACCOM' PIC MMENCE. SAID M FTER E C -- S� I :R
II
�
"I'll, I . I :EALTH E OF I tilt IMPROVEIMEN . I AIN'T NANCz SHALL INCLUDE MOWING,WEIEDI'NG I:R IGAT10N , CTI'O:N SI 1 F 1:CAT: 01:
I ��
< .. k'.x_,____21f COLOR,FLOWER COLOR,OVERALLPLANTHI H CITY 0 C S M � E E I � 9 L-1-4. 1: co!
LU: *�NM...... � I I -
L I � �
- E W Ii ECI R z I I � �
�
E 4 1 1 I : � I :
�
I I I I
I I
� I I � �
' � �
I I � � � �
-_ �- � - - - _ - i � I I
I 11 � I
I I L I � �
� � 4 ;
I 1: I
I MEN I � ; I
I I I � I
I I I
I � 'I UN ZD T� I Itz V1 I v I � :
:I:�. I ALSO NCLUDES ALL REPAI , LA EANINiG AND ADJUSTING NECE S S-ARY TO KEEP THE 1RR;fGA* 1; � S - I I I GOOD WORKING ORDER WITH PROPER COVERAGE :: ; �
I 11 I - I 1 4z2 IG
I
" '
� �- �- - -
'.
M.I`M�W;
I
I
....
I
-
I
11,11
I , ___
............ 11111...� RIS RER CEMEINT CL 01 GRADE FERTILIZINIG AND APPLYINiG SUCH!SPRAYS AS ARE N I SSARY FOR PR( PEI- CARE AND UPKEEP. MAINTENANC-E I I L�A NI T 1� SPEC FI ATI�O�NS
..
��........
'
� ......... �..Iffillfl PRUNING RAISING TREE ROOT RALLS WHICH:SETTLE 13:1- D
�,�*E!�".-= 7 1
,
-
� ! __ I I
I
_4I`�OI ; I I 101 1: R ATION & I G c
I I
�K,�_ --
I
I
I :
I
: II R T I F 1�1
I
�_`__... ..: -- ; -0 9 AL ACCEPTANIC OF THE WORK BY THE CITY.
_W
_ __ s
_
IM
.. . j REQUIRED PR�0 E
11-1.1'.. y,01M . I I I
"I : I �
I
:::: I.�*111 I �
.. IR I I
.
I --l-sk ":! I
�I_
L---------
:::::::..
...::::: . � I
.���5.�:. J _J : �
....
.
::: pp..._
..,.-- � �
I
`, . �
_' I
�,._.'k.NM.- .JI I Q-1 0- I - I I - � I
.... I- I I
-
�
I
I I � I �,
I E_ � I
I � I 1;
I I E I
I � O' I -Wlf:I ,; A
� 0- I I
i J
'�
� � ��.. - W I ICALq SHAL: BE BY STATE LICENSED PERSONN:E:L. ALL PESTICIU4 APPLICAT1 NS R,EQU R: A P.C.A.RECO, �D, ION.
� 110, APPLI�CAT,10N,OF ANY C HEM L N
�, .,."�R.' w:: j
I , I I I
, . �
;
I
w, ;: z I z I I
- I
I
.............. EM I
I
-
. I
. � I
I
I - __
: L �
I � I I I � � L - - - -- --- P, I
I � I I I � ,� I �
� I �
I I I 1,
I I � N "
� I i � I � i
;
I
I I I I � i F I I � I �O
I I 11 i I I ; I ; I I -
I P :: � I �� I t � 10 RESENTATIVE : ,1NE I :U�MBER 76
1 � :
I Q U I I I 'i I : -_ - RHO
�1-1,1111....... �� I z I G - i %E Ez I 1 i
I 11. ... _.. I N..........�... 41� .1 I �- 01 0
� C- - 'S - I
.1 � I 'I 1 IK::: 0, �_� �-I GREENST 12NE DR.
I , ''I . � lt I AILSIEN, Ut MEN'T SHALLBIE,INSTALLED UNDER THE Di�RECTf N 0 A CALSENSE REP� I 438-052b,
UT (n I
I
I
I
I
I
�; CC:: I
I I
0 I I �
I w I I
I
I
I
-_ -
i I
e_1 I � ; I I � I
I ! � I I
I 4 1 i D; I I �
I I I I ;
I � H: I I ;
- I i -I � PER THE F0LLOW` G,,CRITERIA:
I III CONCRETE: !E DERS SHALL BE PROVI EJ I
: _J: 9 � 112, D IN
I
I
I
�� OL I ILL co I
I
- -
� �
I -
I I
.
I
,
I I
I I
I .
I I ;
I
I
I
I - I I
w I I I I I— �__ I I � -I _:__ _:- "I', -
11 I I
-1 I
I ,� � I E E :1 I
� � � � I I � I I DE X 6'DEEPCOINCIR T� �IFEA 1 1
1 1 I � I z I � � � I
I I � I I I
I I F I
I I
I I I I I AINTA iN �m I N � i iR
I I �
. :1 R
I : I I I I I
I L 11 . I I � I 6 BETWEEN C:TY`-:M � ITY-: Af TAINI,ED SHRUB A EAS-811 W! DEI,RS
I I
� i I � _- �- I
I : � � � - . -
; � I I I �
I I I I � I If � I R AD�: RS
I
I I � �
I I I � � I I ' I 2
I 1, I I I 1
I �
� I Z, �, TAINED TUR: 4NNTENANICE-8"W1 �E X 61'DEEP CONCRETE E E
- I I � I
. I'll, I I ,
� 0 1 I -IN ,N �
I I BETWEEN CITY: Al� ,F AND ANYPRIVATE iD
: I
�
I
I - I - - - -
,
�
� I : 11 � I
I I I I � �� � � I I i 1;
I
I I 4 I � I I 1: I I
I I �D . 2'' I
I `*� I 'I - L : I l I � I �
I I ; I - I- -
__ __ - - __ i I I B,ET-,W,E�E:N:C'::ITY:MAI�'NTAI,�NIEDG.C.A,,�N,�:DA,N,,YPR:;IVATE-M�IAII:,N�TE'NAN:�CE-64"Wl.I EX6"DEEPCO'N�CRETEHEADERS! I
I I I
1:
I � � �
I I � I I � 0
I 0 �
:R E ;N I I I
I
I �� P: � ICT L �CATI � I I
. I 0j: 0 1 � I
I I I
: I I � L I
.J :: I � � � �
� ; �, I �� � I I �
I I I I , ,
, ; I 'I I � I
I I i 1: � � ,�
I - , a BL I I 1: � i i �, I
� I I I 11 I I I �
I i I I I
i ���.��������������,��������������,���,,������������������������������������-,��-����������-,---���--���������������,����-1--�--�---,--- - �� I ENEATH METAL FENCING ADJACENT TO CITY-MAINTENAKE61"WIDE X 6"DEEP CONCRETE HEADERS
M :: I I �
I I
I I I I
I I
I j, j I I
i I I I
I � I I
I � I
�
w__ E=_____-____- -mi., j �
I
I I :
I
I
I I
- - - -
I -
z � � � - S1IL- I - � I— I
I
I I :
;
V I � I ; I I I -
� I I � �
� � I I I � � ;�
I I � H,
� � z � F�Nl I� I IELD ADJUSTED AS NECESSARY TO
�
I I I � � �
I I I
I � I I i RI AL OF THE I 11 'AL DEWALK LAYOUT SI ALL B iE:N THE F:
I I I � � I
I E,AN:DER,I',N:G SIDEW K'LAY0UT I I
0 � 11 3. MI ,WHERE SHOWN,IS!CONCEPTUAL ONLY, APIP OV ,E MAD I I I �
I - I '
I
I � I I I � � ; � i� I
�_ I i I i I .I I - - I I I i I :: �
I � I :1 � - � I
I :I I I I 1; I
I � P Ii I PL_ I 11 -�:
I I I I U i ,: A IS, ,I: z OJECT PLANNIER PRIOR TO F1NAL C01"NSTRUCTION. �i
I i � ; ; 4
E iL I ,R , ORKS 11N , ; CTOR AND P�R I
I I �
(n . ME' T FIJE D:CONDLfflONS AS ARR OVED BY THE I BLIC W - I I
-
�
� I I � Al � �
�
� -
I Z :l - - I I
- � � I
I I
I- - i
I �
I I
I - I I I
� "I I
� I � I z - I
� I
- I I � I
� I - 1, I I I 4 ; I G G ITERIA: �
I I I ; I : :
� � IZ I � � :C1 , -L I I
I 'MO E I �L: : �
;E � 11 I I I D - ES SHA L BE I:N; TALLIED PER THE FOLLOWN - -R i
I -� I I I �D I I
I -
3: I STONE ST. �� 114. PUB" LY-MAINTAI'NIE: TREI , �, Is I
I
I
SMOK S KESTON ST� -
� 0 1 .1 I I I
I
.. : : I
� I I� I
,� , I � � I
I I I I
Of I 1� I I I
. - I 1, I I
I� f 11 I � :
J .1 --I-z 1, I
I I �
co I.. H � , I
I � I I
I �
I
I I
I I
I
.. I E I _: I
1 2 I I
I I . � I 11 I
) I I I � z - � I
I I C� - I
I 0 � I I I !
� I 11 � - I
. I i :L
.. � PLANT:1NACCOR:DANC: WITH I TY STANDARD PLANS. I I
. I_.-2 I
��'. � I I I . I I �
I - I
- - :�
; � I I I I
I I I I ,� I I I � � I �
� I -
I � I I :1 I I � � ; I I I I I
� I I
I I � I I ; � I
; ; � I I II � I I
I I � I ; I I ON I I
I I ,� N DATIOlN I ICATI I
I � �� I I � I �
I M, �� � I i:
I I ' 'I R1 I :1- :E ;N �S IN THE SIPECfF � S.
I
1
� �
I , I'll I a P1 ORTOTHECOM' E,NCEMENT OF ANY PLANTING,APPLY S01,L AM: DMENTSPERTESTRECOMME I
I I! I I
: j I- I- ::
I
I �
I
I I
I I
I I ' E I j: :,11,11 I I
I
: I :1 :_ : I � I
I � I I I I RING DIVISt � I
I I I
I I I I ; I f I
I , ; I :: 1, I iN; I : I E �
� �B J - - - �ON.
I , ; I :� I
I
I I I I � � 11 I I I � I
� 0 � I
_ I
I ALL Fu kLIC TREE S_ ARE SUB I TO:1: SPE: 110N AND ACCEPTANCEBY THE ENG]'NEI I I
�I I
I I
I I I
I I I I
I I I f
I I
I I I I I
� I i I
I I I
� I I I
I I I I
: I I �
I I I
I I i
i I I f
I I I - - ::
I I I
I I I
I I I
:: I
f I I
I W I
� I
I
� N.T.S. Z I
I �
�
.
I
I
:
I I
::
.
I
- _____ I . � �
����������������������,�,�l----- � I - � I - -_
NOR= -_ � I � -- � I 11- __ � � I I - -��I�---------
I 11
- - : ___ - - - - - � __ - I __ I ______________ _ -F ,-
- - I - _ -
I I I I I
I
I
I I
I �
I I
I I I
I I
I I � I I I
I � I i i I I I I
I I I I I I I I
I I ; I
I � I I I I
I I i I � I
I I I I I I
I I I I___- I I
I �O�T,ES I I
I I I . I RA::: N I� 0� I
I I I I
� I I I
I I i
� I I � 'Y �A � I
: � I 1: I
� I I
� I
� I �
� I I � ..
MAI: T:E :N!CE ' ES PONS 1�!B!�'L!11 CVWDI 4 ECLAIM: E WATER GEN : I CI NSUIILTAN:TS
:1
I .. . � ��,�,�������-�-1-1��-��������,�������������,�,����I I � � I - � ,I ________ - ''�,,�,,��������,�������,���,������������������������������������������-�-�-� - I �����1--�-------,����--����,�������������������-�������,���,�������������������,��,��������,��,� -_ --- I --- ---1-1-1-- ----_ I � 11 __
. I NIMMINNINNIENNININNEENEW 1--l�--��---------------��--- --- ---------- momwm --n--�-����--�,�����������������������������,������,������������������-����-������������-�����������������������������������--��-�������������������������-���-���������������,�������,��������������������,���������...���,,�,���,��,,����������������,������������,�,������ __________l - I ____ � � - -__________ -_ 1 am ___-_- __,,' ' ____________,__, _ ��
I I ''I'll I I II'll I I _ ___ I I
I I I .
:i
I I
;
I
I
I
� _ _ - - : I
1. ALL PI11PINGINCLUDlNG DRIP SYSTEM'PIPING MUSTB_EPURPLE AND'MARKED RECYCLED WATER. I : I ��,,����,����,�,,�������,����-������,���,�������������������������������������-�--�--- 1. - . ...... I I
I I
I I I
I �I
I : �
I I I
I - I I
- - � I I�
� I I I I
� I I I I I I I I
I � i I I I I I
I I I I I I
� I I I I
� � I � I
� PUIR �L! AND MARKED RECYCL - ::- i-1 I 0 I I I:
�
I ; I
I 0 I I ED WATER THE COMPLETE,BOX TOP AND!B-70M. I I I
�
; I � I
2. ALL VALVE B XIES!M:UST BE �P E I
I I I
I �I �
� I I 1,
- I I I _ I
I ,
, -
. _ . I - � - � I I I
I � � -_ I I I � I I I I 1
I � � I I � I � I � � ; I f ; ; I i I I I � I I � I
; ; � I : � I I I i I I I I � I �
I U , I I I I I I I I I - � I .
I I I � I I I
I I I I � - 1:
� . I I
I
� � �
I I I I �Z: I
I I � :1�1 � i
: I I � I I : � I I :D __ I NGINEER-
; � �I I ; , U I � I I I I : I i I I A I �
LAT IERI!ALS MUSTBE E � ,v�L
3:. ALL SIH T OFF VALVES CONTROL VALVES REG: OR VALVES,STRAINERS AND ALLRELATED RE D R M' RKI D OR
I ) c � I I
i � I I
I I ., :1 G ' I E IF
I � I L A N S C A P 1,
I � :1 -
- - - - - - - - I :1
f :1 . :1
- :1
i :1 I
I I
I I�' i I I % I ; � : 11 I I
: I I I I � I I
I I� I I I I OTI ER S10E. � � I I I I
I i I I I I
D ; I I I I
I I C. C I 1: I L �V, I I I I
� I 1; ; i� I I �
I I TAGG R R DONOT D,RI'NK ON ONE SIDE ANDIN SPANISH ON THE: H - I I �
I I I� �
� I
I � I �
,� I I z
I I I
; � I I �
I I I
: 11 � I I
I I I I
I I \ � I
I i I � � I�
G I F E R D. I I I�
__ � I E: AR C H T ECTUI R E
i CT ALL 1 I -L D ,i ATE: PIPIN! :B: I OR IT CAN BE BU IE: I
4. CV W D MUST INSFE__ - RECYC 1i W R I I -1-- I
� I I I I I� '',',''''I'll, I,-,-
I � I
I � I I I .
I I I � I
� I 1 4 1
I i I I I I
I . I I I I I
I. I I
f i � I I I I
I I - ___ I- - � i
- � i I ,!'N:EE:RI:N:G
_ _ I I :1 I I LUDWIG ENG
- S,:UL I - I
I
1: 1 I � .
� � � I I I l I I ; I 11 I
:M, I; � I I I I I I . t
� I I I
I � I I �
I I �f N : L: AT10N. I I I
1 I - I I
5. IRRIliGATION CONTRACTOR: �UST :PIPLY A-S-BUILTS ON COMPLETION OF IRRIGAT 0 INSTA ,L I I I i I I�
i I I: 11 I I 11 �- __ - �
i � I
i I I :1 i�
I I I I
- I I SITE PLANNING �
I I :1
� Is
i I I
; � I I ::
I :1
. I I I . III— i :1 - 9,09-884-8217
I I I � 1�
) : � ; 'IS. I ��
I i I :1
6. CVW D WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGX I L I PHONEA
I I I
i � 1, I I
I I I :�
I ; I
- I � - i; - - -1 � I- ___ --
I
II I I
� :;
I
z I I � � I :1
I I ! �� I I �
� :1
I i � I I . �� � :1 �
I L � I
I � � I � :1
. :1
I I I i I i I I R E` -.
I I I M H ;� I
I RS TO I � I I
7II, QUICK COUP' BE AC IE IT READ TYPE AN L
LE DMARKED RECYCLED WATER. I - " I . 11 , P: 0J UT MIAINAGER jEFF ASHIBIAKER
I I I �
�
L I I
I �� . i I I --
I I I
I -
I
I I I I . I �
I I I I I I
I I I ; ;
I _ ��
I I I I I I I I -I -,
I I �
- . I ; � : � 1 10221
1 1 11 , I
- �
I - 1 8. QUICK COLIPLE:RS MUST BE USED ONRECYCLED W ATER ONLY. � I
I I
i � I I
I I
I
I I -
__
I I I
�
I
I �- � _ 0 , I I I I I - - - --
i �
I I � q :: I I I 1%
� � :� �: I I I I I
I I I I I I ! I 1:1, I 9
I
I
I
I r ; ; � :� I� I I � � � A I . on: a
:E� I �
I I - - - � :: ,
1 9. ABSO'LUTI ,LY NO:HiOSE BIBS F ANY KIND HOOKED UP TO RECYCLED WATER. I - I � I Rancho Gucal
� I I
I �
; I � I
I
�
I
I I � . �� I I
I - � I �I
OWL ,ML' I � � - __
I � � I I I � � I
I I � � � I i I I � 11 I
I z I I :1 I
I ; I I I � :1
I
I I I
I I IE P D G STRAfNEIR UP ITRE I � L I
1:0. ON LANDSi APE LIN�E INSTALL TEMIPORkRY RP:BACKFI DIEWC ER CVWD SIT .DRAWI-N, #11 1 1 WITH�A S AM OF BACKFLOW`, AND A AC E I � I I
I C L � I I
I I I
I I I I
I / - - - I I I I � :1 CA 911730
1� : - - I-- - I I I I
I a I 1 - I- � I I i
- ' - - IL I I I;
I � I � I I
I 11
-
- -
� - __I ________....__________ _____ _____________-- �-K 2-�1. E D
I 41...Q,,!$r!,-"- - - - _- I - - I -_ ' DOWIN S TIREAM:OF LAST ELBOW N A P� WLE VALVE BOX MARKED: I
I I--1-�I I I I- I "I
I "I'll 111111 I", � __ �I ___1_T; �----------------______ THIREAD QUICK COUPLER FOR'RECYCLED,WATE R! CYCLE WATER. I I I
s . I �.� I , I , U:
IN , � / � I I � I
I I I I; I
I ..� I f I � I I ---
. - I- I I
_:- I __ - ___-, IL � I
I I . I � ''I
I :: �
I I - I
� IN � I I �
9 i, - �-- _ 1g. �1� _lt, �',�� 9 I R __ - i E z DISTANCE SHAL I
,
I I I 1 1. THE HORIZONTAL DISTANC-E BETWEEN DOMESTIC WATE: LINES AND RECYCLED I ER:Ll� S SHIALL BE 10FT.AND:THE VERT CAL: L BE 1IFT. � I�
. I 1 117 -, � � : -
�-____ I M 'Ii I�
-- I I I 1 $ �_� -1 � I ��
I � IL � I I �I
�I
no i � / I - � : I I
�
� I I �
I I .I
I � �_! I / If � � I �: �Fax (909) 484-28:02
:: I____ . I �
I i I f I : I :
I I;
I I ATER L NE MUST CROSS O! ATI R LINE RECYCILE� L� U: � �
- - I C T BE SLEEVED NIND,EXTEND 5FT.OINBOTH SI' i S OFPPE I
, ,
I � I I / i I i I I 1:2. IF A RE YCLED W VER A DOMESTIC W E D INE M IS - Dii PE. .
� I I I I ,; I ;i
I I �I
I I f ; � �' I I I I � %I
I I - I I I I
I I - - � - I I I I
1 77', i I i ��j 1 :: I I ;
I I I I
___1 If � I -- - ' � I z I
_�,�-�.;��'�.--,I � - I� I : I I ��� �I
I ; I I I �
I I ,�
' I
-.1- � I �: � I F COPY OFIRRIGATION PLANS TO CVWD WITH STD,DRAW11ING#4021 AND THIS GENERAL NOTE ON THE TITLE I : I I
�
I � I , I 13. SUBM11 1-HARD COPY AND 11-PD PAGE3AND i �
�'"E, ! / � I I I
� � ; � I : � I
I I I I
I ) I I I � , I : I
i I I I �I , � i I _ I I III
I
i I � � - -
I � I I
I
I I
I �I �
I � I I I
11 � �I
I I : : �I h: iw,:; di:
I . I I . - E R � R" I lar :Krum e e
I I
� � �
`-"11 II I -, I Q I , ���,������,�������������-��������-����������-,�-��������-������������� � - I I 0 G NIMILIM�Ot- 10FT.SE P-A ATION FROM IRRIGATION TO POTABLE SERVICES. � f c I
� I
��...?�,�r*�--.�.*,.,.�---"?"�- � 11 - �
.1 � - -
11 PLA 2A -
- : �
I I
. . I �I
� �I
11 1_4 - x I I - . I SIH� WIN: AM[' : �I
-
-
I t-g,�I � I . I ��7 it: F* ;: �I
I I i 0 � 9 I - - � - - I ��I �
�I
�i
I I I �i I
I I I I
� �I I
I �I I
� �I I
I � ___ I I ;: ic. #28 � I
� �I C - Uc. # 2911: 15
- IIII : I � I I
I I
I � , I If I 1 34 A Z
.: : I
I . i S - - - I
I :
" i", - w :: � : � I 8
I I I � ; PLAN 2B � 1:4. TYPE K COPPE R OR BRA IS PIPE FROM METER TO 3FT. PAST PROPERTY LINE WITH'REG:ULATOR AND Al ME THREAD QU CK COUPLER INSTALLED. 1,
. " -1 11 z 11 �I � i A �I I � I �1A I I �I A Lm
�
I / p I PLAN A � ; i �z j � : � ,z:] I - - �
I � ; -1 .I
I - - - - - - � �I
I 1z i � �
� I .
I - _ I �I
I -
,� I I aA I i I I �I
ri , I t �I �
I I I I �I
I � 1 .6 1 1!5. AB,SO'LU:T'ELYNOLOO-PE,D:R,,RI"G-,A,, ION:SYSTEMS,ONE SERVICEONE SYSTEM. � �:
I I �
� I I -
I 1
�
I I
IM4,4L, f 4 1 1 *�__, I I ____.______ / NV Uc. # 446
_1 � H I I - 1-1
"I' I cad I I I I - I � I ,9 - -- I--��������������������������,���������,�,���,�����������������������,�����,����-�����������������������������,������-�-�,�-�-�--�--l�--,--�------.--�-.------.--�..--............-.--
& � - I �"_ I 1. I � I
I
I I
I
% I
-�, I � I
L-I : - / I , I 1 � - G ON I
- �?
. �
I I I
__�-_ ; ��I__�-_� I � I 116. PRESSURE TEST REQUIRED ON ALL IRR� ATI` � MAIN LINES. � I I
I— I I ; �- : I
I'll I
� 1: I � I
�.j � - - I I � __ _ I
� �
�
i .._J I §i im - I � I
> �gt__�L_- - - - .J_ ;.1 I ,i I I I
� : i I
- .1 1i /v I I I I I -
I I I I
- � r, c 7""""'", I/ ; E � , NEE:DED PRIOR TO STARTING ANY INSTALLATION OF IRRIGATION. I I � A
i � I � `17. PRE-CONSTRUCT10N'ME TING I i I .
11, I I � I
�_, : I i � �
I I I � I
I I 1
14 '�,, � .-- � I/ � I I I 4 1 i � � I
11 I I
I I I ; I �
I I I I
__ I � : -I-I l
..
...
RII.M.- : - ) _-) _-) -��-�������-�--�-,�-������������������������,������.��������,������"�����,��-�����������������������-,�,���-,�.����,���������--�����,----.-
0� -I I ) - - I ___--------_��,���������,������������������.����,��,���----�,�,�����----� --�--,-�-�-���������������,������__ I , , - ______ - �����������������������������������������
.. I 1v , I ------- I
51-77- :; - � I I
..�,_ � .� ______"_1__-, - � _M_-___jL' ____ - -------L-I- I I I I I I �
� A 11 � I I I I ; �
� ,� i.... I I I I , r I
�1_ - . - I :: L I I i i I
:I
I x
^ I :: �,
I
I
i I I
I
::i - - - - - - H- '--'-R--- - 0- c_:VWD AND T I ITYIS I .
I �L N � N: PRACT[CES SHALL m ; i, I I
i
....._ I t I I
_.. I I
10 11, - I I __ 110N EOUIPMENT AND [ STAL ATIor 1
2 ALLIRI:13 GLA I N, L u &-.,; .. r HEilt.# I 1
- - I I - �
i
I -
I
I
I . --
I :1� P �
, I PLAN I B � I I I
xK-.*R � I I
. . I I - � � - - __ - I I I
0S.I.I., : I I - __ - __ - � I
- - ' , : I I AV
I I � ],� I
I f � I � rL, I
I I I I
I I
�� I i I � I I
I I I
- :: � IN i I w, � I I
:: �
11.1. I R1 ; �- , SD,Eicl; 1CA, JONS t
I-, - --- - NT : R N1
..'...". I
I
0�1 I
:� - - � D
:w _. � A I :: CURI :E RECLAIMED WATE OTES, S ANDARD DRAW GS A :DL ::
I
I � 'e- I - - J, I I I
:: :: i I ;
I
- ��____. -1 :: I I I I I '
. :1 - _ I 1 I I
,.... � , - -BROWNSTONE :FLACE _____ ..I ____ ________ - I . - __ _ I,-------- I I '�,�,��,�������ll,��,,�,�������,�����������������������-����� I I I - - -- -
........ c � I I _� - - - I I � � I I I
I I �
I I I I � : i
� I I i
I
11.1 � I d efl@a: ch"Iterradlez 9
ii. I
-
_I�
-
I :i��_.2 �
T. ��:._. . I I I I : I
__ � ,_v I
,I I I 'v, I
I �- I- I __.___________
11... : 1- � - - I no NONE= - ________ ��������,���,,�������,���,�,������������������� I - ____ 111 11- 1_1_ I .. I
::. i I I I
I I I t �: I
I
I ...... I 111 .11 I
w I I.-... I � / - __ I- � - - � � __ I
;,.,.,.,._- Z' I I I I
I I
I
I -- � I ; :D I I I �
EMMEM - I I I I I �
� I i I : I
- ____ I :: I
I - - "I'll" - - __ I I I I I I
1. �1 I I I I I I
I , I, I : I I
I I I i
I I
LL ::::1- ""k, � I I
I
1- .. .. � :, I
. I I
/I -_ p, I �I � zl� -_- � I I I
I� ..- I I .�, I I I I
I—. � , I I I
.
.
.. � ;, I
I I—. ( -- I t ::�__ ___) ;, L�_ �_ -�__ ___�,- �..............� - - S - I I
i� I I r � �� I LA� CAPE Q:UAN�T: T:IIES I .1, -
II- : � 11,���������-����-��-------����������,����� ; - _ _ - ��������,��,�������,������������������������������,-���� ''I��������������������������������---� �---�-���-���-�-�-����������������������������,�������������.11����,�,���,,� ,��-�,�����,��������,����-����--�������l-,��
I I ) 11 � ;,, _ 1 - _ � �����,����,��,���������,�-���-�,����������������������������������,���,�.����--�-���-�-.�-- I - ___ -.-.-..- _1 L-�-�'-������-�-�������������-��'���������,�������������,-��������������������������,,����-
� I � ! I I� ; :-, . - mosemommomm � on I �1� I NNINEWEINNOM - _I
� � � ; � - . I 1:
i � : � I
� 11 � I
I
� 11 *Ii : I �
I j
I... : : : ;
I i 1: : _1 _ :
t : � 1 4
� z I I : I
I 3>.--'! ffi� ; I I , � I �
__ I I : ; .1 I I I
�
.... I � I �
I....... . ... � � I
... � � I � �1 : . : I
��._ I k ,� :
.. - - -
...I I � I - �. : s M I �qr I
I I I � .. . I .
. . '1%, I �I
: I I -_� �
........ i : I i PROP. I I �
I ,�.. I � ___� � MI�- I -
II ,
� /// I � : PI I LVD:LAND; �CAPE. SU MARY : I:
I I
- I I- I I � -- ------- 1_ � I--
I , U r _" -
� � : I `
I
I
I -.-z ; I I i SARAGE: , I
: 1 : � "
., � ; I i : I _ 11
. :11 I
: r �, I
� i : I I I : I �
I
._ " � ,; : I .1 P C EDBUILDING- I
�
... � : I 1 Al I : - ALL HARDSCAPE AND LARDSCA E TOTAL,EX LU:D � I I __ I
-
:� / I .I,-
I.
I.
I
I .. I
: - I I
I ; I � � : - I "I I
� 3 ; I , I
; le : 5; I >--,'� � - I
i : ; f
I � : . �PMFIED) : ; : I I 1. �-
� z 4 : ; f
. I : : . EXISTII'N 1 7 TOTAL SQUARE FOOTAGE 25,8168 SF I -
. � ...: : I I I
I- � 2B : PLAN � : ; I I
./ I I MISTORICAL I : - I I
�4-- .� 1, : � I � 10 PLAN - I I:
. i � I I " I I . I I
- 3B 1-40USE i I �
. � i ; I I
� I i PLAN 1 B �"_; i I �-_ _______ - -_--1--_� - I �� I � - I--_ - - -�- - - �- - I �I-- � _
I L�.��-----, � I ir , 1 _ aB Kh, I I � I I . I
__. � ,x I 70 TvAiN ' I ; I � TOTAL ACRES 0.36 AC: S I
� I -- I � - __ I
�:
- ,� 11 j! - I i I j
I I
I � I I � I e I
� �
�
---I / �, : F � , i �
.. � $� : �
I
I " �il I - : I � I
, '� ,
� "
, � : � ; I
�� I � f I �
�
- � . � �
- �1 � . �
�� - __ I I � j
I
I I i � � I
- . �
I � � I
I
I I :
. I " I , i ,��; - -1.... � LANDSCAPE AREA 5y174 SF I I I
: _._,._._, I:
1. 11 -.:�.,�",-�-�-.-��-,-.-".-.-,-,-.,.-, _j f : -, I . I I � I I I
`1`1__"___-,111_* / "" : � ,I : - � I I � �I
j : §
�-��,i��,-.�,.��---.�,----��--..,---��.-�".'��.-���l-..��.,�.--4 I/I/ : _ P_ � � " I I I � I _______ I 11 � �_-__;--l- _1_____
_.. . : � I 1111=111110 ____
� . : I : I L � I I �� I ....
; :: 4 1 1 I i
I ���R,5,".5 _/11 _N, � : I
��
_..
�,._'_,_
__,.,_ ,
. : :, I . �
. I I e, . : , � IRRIGATION:AREA 5PI74 SF I
. - -. - : ; : : I - - CITY
I , : -I......._ i - - ' I—
�i 41" : - ,,_: - - �11- - - I - 11 I _
I I I I
: 10I I I I \ / I - �
� I I I irg: 144 � __ I I I
A I 1: ; �
. .....I /:\- � ...- _ 1-1--I I - I � -
I _____ . - I I ..... I I � DEISCRIPT10NOF REVISION DIAT:E
. IIJI ffi� � �� - I '�M�` I __ - -, " I SHRUB AND GC AREA 5;174 SF
� Kt., ;z_ rZA asm II--- I I
* �_ - -- , - - �---
..
- Z�.'__?`? 0 ___ - I. 1-M. &.111, -- I I ("') APPROVED
z , , .�5KK : ; a , ....... ��xe I I :
I I -__ - , I I I
I L... ... I mm;_,;K`�,7MI= I �- I I
, , ��, ... I I
--_�. ..�.-.I�:_ '�.Ir'�' - ___4:I_ c ... _,.,Z� ffim; 1
-
I " " I � , -,:4- .- - .
- I I --- , - - _ �- - - I I I � I
gm-,Q'-_- I -11- , � I ____ I
, .;I -
11 =1 I 1, ill 111......l%..,l-,- .,.,.-.,.-. .,A I I 11
I :: I - I
,, �I M or I F � - I I .
.�,, -� 11 I GROUTEDCOBBLE 5I,7716 S � .-
I '.--.--,--,` I i
- ` --. -�'
. I 11 .10.�, I i 1, I
I I I I I
- I - -- I
I I , -g ox-I I
- I lle��.Ig�<-7,........�-. 'f I I I I--- - ��- L�
I I � I I I � I I �
I I I . � � I �
�I : I I ff; � . i I �
I I I ; I
- . - : N -_ -_ 165 SF 1 � � � I i [� I I 1; �
, IF -11w a -1.
I CO CRETE HEADIER I I � I i 11 I I �
. ; I
I � I I �; I I �
I I I l I � I
I I � I I � � I I I 11 � I I �
I I I � I I ! � '. I I I I �
I I I I � I � I I I
I
I �
� I ,'I
� I I I I I � � I z �
� : I I I
I I � I ; � I I I �
� __________ -I��I I"I'll I.I'll I 1-1-I'll,-I I I - � - ............ I I � �
11 _111:=: ::: I 1,*:" I I I ; ;� I I �
.1 I � f I I � I
� :::::�:::::::.::::::�::n::::L_________.... _ - ; i
11 111.1"I'll'.11,11,11.1'..",..�'..��.���,,�ll.�-1 11 1.11,1111 1 -- 1 ...II , i 1-1- f I I I I I � I � I
I . 1 - I � � I : � � I
I I I � ; � � I I! I � �
� I I ONEW I � I ,,'I I
I 11 I � I � � I � I - ! � I
I ff ! I � I I : I 'i � � I ; � I
I �
: I I I I � I I � I � I I � i
I � I ; I � " I �
EAST AVE:Nl:U E I I I I � I I I : ; I I �
� I I I �
I I I I I
I *%111 - I ; ; -_ � � I I
I � z I I
I i I lw� I I
I z � I
I IMPERV 10LISPAVtNG NEWLY 1:0 529 SF TOTAL I � I �,
I I I L I �
I I I
I I I I I
I I I - I I -_ ___ -_ �
I � I I I " I ________ .
I f 1- l� I I __...___ ''I
i __ -- I I i
I .
I
I I :
I I � � 111 171 �
I i GROUTED C013BLE, 51,7716 SF I I I
I � I .
� i � I I
I
I I
. i I � I � �14 � �. I � - I
�
: � :1 I � I . "000 �
I I i I �
I
� I ADDED CONCRETE 41753 SF I I I
I I F I I I I i
� - - I � -
I I
I t I
I I 0 E :! STAVE TRACT 191968
: � I
: 1, I .1 I
I
I
I I 0 __ I
I
I
f � 11 I I I �
I I
I
1. I
� �� I I
I
I
I I
,� I
�� � . "I I - - - -
I
LMD TOIM :PLANT SUMMIAR: Y - � I P� � I
I
I � I
.....".1 I � I
I i i
I f I
I � I I I
� I I
� - I I I I
� f
-
I I 1-1-I--l-_w� I I >wmq � . I -1 I - I LAN�DI SO%CAPE :MAII NTENANC E DISTRICT
I
�
. -
__ I
I
� �
I I, � I I
I
I � --I- - I . � �. � I z
- I I
� I I
I I
� � I I
4 I
- I � � I - _ _ - - - - -
: I I 1. I
I � I
I z I
I I I I
I i I I �
I : I I
I
I �
� I , � � :E - I I I I I Imw� HiEAST CORNER OFEAST AVENUE I
__ ". MON MU sl:lz,-- I �
1 I
I __� I BOTA'NICAL MME COM - - IE WATER TOTAL Fwwq I �
I
I
I
- - , � I I
L.M.U. AREA I . � SOIU:T� & FISHER DiIRIVE �
I I 10� � f - : I
. I I
�
I I I � I
I � I I
i "I I I I I �
I I �
I ; I �
I SIH QTY I I, �
I I
I I
I I
I I 1: I
I I
� ____......�,����,��������������,��������������������������������,�,��� I � I I I I
I : I > I
I I I -
I I . i I
I I z - - -------- I I I�
I I I I i
I I- I I I �I � liquilligiiigpo 111111 ligillill-lilmillill I
I
I I I ;I I
I U :: �I i �
� I �_ I 11 I
I I I I I I I
� ; I I I I I I I I I
� �
,� � I 1: I : I
I PR-0 P OS E D_ T R_E E S I i I, I I - '
; I � I i I �
I i
I I __ � - 11 ; 01% I I
I I �
I i I
I I i �
I I I I
I I I I
I - : I I ; � I
� � I I : I I I
I : : I : I
� I I , :� 1� :EET �
I 11
: -
I -
I I I : I
I I �
�
I
�
I j� � � � I Ix � :I I T I TL E z)iH: �
I I
,
I Ii 11 � I � I :0,
I ; i I k ; I
I ,n ,I e M I I I �
I ,:; - �; 11 19� 9; � :: , I
Lagerstroemia ' dica Vbsko ee Mus: ol �ee Crap yftl:e 24" B: M 1 I I - - ,�����������������������---,�������������-I-- I I I � __- I � �,,��������,�,����������������-��--
- � �
I I- � - _-NE11111-11-1 III�l���������������.�����������������������,����������,�������������,,������,������� onomogm-immm - - - sommmooss.-Nowal"ommll����l-i��l�������������������������������������,�������----. -1111 11 1111101 Ill-i-lillillill I I I
I I
I i
I
�
I I c :i �
� � I I � I
I I _7 I � 1 m .0 I �
� ;
I Yp"Us ,a 'I U � i I I
Eulcal A - c1l domyx Sugar G 24T1 B x M 13 �- III,!: i a I
I -
� -
� ��'11!1!122 _ I APPROVED BY', � DATE s I a 1:1,10 tv
� I 0 1�
� � I I I
I � I I I I
� I � ,�, I �
. I
I-
�
I I I I I I -
.
�
I -
� - -
- �-
. I
�, I I
I ; I
I
I
�
I
I I � �
I �
I
I
: - � D 8,CAP I 7 � I � U11 - ji 44
,% IIIIi-IIII.-
�.
� II _'I 16 I CITY ENGINEER RCE No@ s
I � I ;
I imum, I
�
, :I ,W. � 4P � . I I
I -1 _________ --�-�-�--�������������,�����,,������,������ � 1. I - - _11 I I _ I -1-1 �, - - - -����,��������,,������������������������������������-���---- -
I
1, ,I � ,A � -_ ____ _ 71�y llili�
I I I
I
�
�
� : �� I � I - - -_ - -I i - - D ED z
I � I 5) � - 10
I 4 ,� I
- I I �
I � � I I �. � I
I � I I - DESIGN � REci I
.
-
� I ; z
� I .if I I I
. I I I .:X10 i I
I � I
i I
� I � I : R D Sil ul R U
I �
� I I I n: N I
. I � FKOPOSEDI VEGETATION � ARG ITER. A � E �� G 0 P I
I I I I
I I I I �
I I I I -I I �--c.- - �
�
I
I
I � ;
I
I
I I TEI TURE
: I I I
. � i � I
I �
I WI �
I I %
� I I I LANDSCAPE ARGH I
�- I i I
. , : I I
I I I 0 , IM
I I 1), GPD I
� I
� � I
I z I I I I I
I � I . I
------- � I I I 0 ,:
" I 1� --���-��-�������������-,���-�����,�����������_ ,� � I �
: � , 0 z I I �:
I - _______. � I A1 - , A - WI SITE PLANNING -_ 0"
I I - - I ,w ,7
1 I I I I ,IIIIIIIIII�I 19 I -P ________________- �.��I � --
I �- I -I
I I I : �I i " I
I
. - I I I.--- = .1111i�? -
i � � I I I !
I I I ��1; A =
I I �
� I I t W_ I�� � 11
I 'Brak fights' r - ______- ___I I I �
4f,�
� I I �
I ,ora BI ake,,fights :R I : � I I �
I
- - -
! e , e 54 I _T:Z__wfl � I 102,21�A TRADE,M:ARK STREET �
H speraloe piawd , ed Yuzcc,a 1 Gal- 30"o.c. L 1 1_17:7_,:��,A i z
I I I I M�a� . DRAWN I 114).t1hL z
I I I - I �
I :,_,�4 ;,'- I I
�
�
�
� I I
I � I �
I I �
; I I
I � 1 i - "I � RANCHO CUCAMONGA CA 917'30 �
I
I t z I I I � I �
�
I � � I I �
I I I I I -
11 I I I I i � �- I - �
I I I I I 11 I �
I I I I , � I �
I I
I 19 ro, G c � I "I"f- I I I j : I �
I I � '
I cistus X. Prostratus" Sa- eleaf Rock se 1 I all. 48"o.: . L 58 ' I I. - �
�
� I * I : (90,99)484�2800 I Ak (9019i):484-2802 �
� I I
� I I F . �
I �
� . ; I - �
- I - �
I ; I �
I- I ; DP / RCS I I �
I � ; I 1 1 �
I � � I I I 0 � � � I OF 0 �
; I--- I R N-DAVI D Pow, - I
; �� t I I � �
i I i I �
: Salvia L 'Allen Chi� kerin, ' A- 11enChickering Sage 5 Gal. 42"o.c. L 141 A �� - ; I I CONTACT PE SIO , ELL 4 IIIIIIIIIIIIIIIIIIIIIIIIII� .
� � 9 01 r -_ . ________I ,��,������������������-���������--������--��- - --A
� I
I :� I - __ 11 _ I I
I :I - I I
I N.T.S. ff I III ���ell � � , i �
I � 1 2834 �
� I � : :
I I � � I RLA NO. :0. I
� I I I In I I _-, I I I
� n: I e 0-semary CHECKED DRAWING N:
I Roma ' us'Tusca I Bu� Tuscan :Bllue R 5 Gal. 48 0 i C., L 52 - I � �
I I � z I I
I � 1;11 �� I I I
� k1% . � I
� I I
i
� I I% . � I
I I � :
I f I
I - dr-1 � I
; : we I
I
I
I
: Op r.:k l- � I 8/16/16 1517lIII5 L i
� I I
- � I I
I � JRk, I JOB NO. Z4 51 I
I DATE .
I � I �
I - I I
I : � I I �
I I I I i
� - ::
W �
� :1 I
I�
� 1 � I
____________ �ll,�,���,�����,��.,��,�,������,�-.�����,������,,�������������������-�l---- . I INNEWOMEM - - __ - - - 100010OHNNOM. . I I I— �I -��������������,�,���������������������-�- ______________ - �- - - �----------
I---_ 11 I
-_________ -
I
I
I
j I I I 10
I �
11 __- 'T Sheet No Ll-1 .0 of 1
PROJEC I�0 IIIIIIII�
I
I
I
I
I
�-
- I E
I I
I
C! ^, n I E3 I^, my
I
I
I
I
I
I
A I A =-- - % I M A I A I 0 1
1
__ -
I
I
I
I
I
I
I
I
I f -
I I I
I I I I Mr F) P
� 4 irl 141� T
I
F I ,a i I" I H M
I I I
%0wj I I %
I
I
I
I
I
-
I
I
- I � I I
I
I
I I
� I I I
�
I I I I
I
I . I I �
�
:
I
I
I
I
I I 11
I
_____
I 1111 ___ , - - - �. ____________-�- , - ---�-,-���,�������������-�������-������������,�-����������������������������������������������,�����,��������,���,�������,����������������������--����������������������������������- 11 ����
I MEN �-- IN= ___ 11 IN 1111111111 I mm -__ - ____________ - �� I— I - -__ ___________� -- - , 1_1 1� -_ � �_____...- - - -
WON �IN IN -I I Iffiliffill ___ ------W.-_ __ - -I -- --Nmmmmmmmm I I-�-1- -- I NEEIRINJIGNERSERSE I .§ : � I - � -------��--������-��-,����--������-������������������������������������,����������� -_
� I WI 11 11 _____ ______ ______ - -- - -__-�-������������-,�����������,��,�������I-�1111�1111 -���-���------�������,������-����,--���--����--�����,����,---�������������,I 1111111 ---- - I . _ - --- - I - --- - ��,�,���,�������������������,���������������-,�����-
I Room simmmoomm I I I I I I -1 IN I I 11 I I I'll
I "I
11
I I
I
I
I
I
I
:
:
:
:
:
I :
I
: - _�
: I
:
I : :
: : : :
I� : � : ! �
:
I I :
: : : !
: : : I
: : : I I I
: : I I : I
: : : I : 4
: : � I I
: : : I � a
! : :
: z :
I � I
: � I :
: : : I
: : : m I : : �
: : �
: � : I
;RK : � : � D
I I : ; I
I : : 0 u : L E G::E:
� I I I :
LIM11 OF WO: : CONSTRU�ICTII N :N01TESm CON:ST: CTIO:
I
___.____JJ" ___-_. I
I � ee �_Iv
-
_ - ''� � ',
-
- -
11 I 1,_�,_rr_ __
1 .
. I
I 11 � 1. � �... I I I'll, I z S0550�0%0��w 1 11
I � z� /---\ -
� !� : : � i p -
I
I
I NK CONSTRUCT 30'111G�HPLANTER W ALL WITH COBBLE VENEER.SEE DETAIL A MEET L-1.2.
� : : IT I'S OBVIOUS THAT U! � N:OWN OBSTRUCTION S AND/O%R
, i D I ,
I 11 � I : :TH CI iN:STI UCTION AS DESIGNE:1 WHEN I
� I :: 1- CONTRACTOR SHALL NOT WILLFULLY PROCEED WI' 0 R
I I - ____ k I : I- 1 3 :
: I : :
;N I :
I : :
E - ' 0 -�HAVEBEEIN KN0WN:DURIN1G:DES,11GN : I �
1�I I 11-1-1 11 : z I :
I , : u
� I : I : : e
� I GRADE DIFFER I CIES,EXIST THAT MAY i � I � � Vrl%� �
� :
:
IQ - -_ :
I - S;U:C H:CON DI TION S SHALL B EIMMIEDIAT ELY B ROU:,� HTTOTHE - �
a ___��-�����,�������,�����������������,�____
.. - � : �1-1,
� I.-� I - � - ,
I �.- :.::::: -- I. : � -
I �. : : � , ,-%I _:::::.�
. : - � - 1 - -
� : 1 -
I : 1 : '. : :
: ;�_., '. :
: �. :
',..... �
�
� 4 ATTENTION OF THE LANDSCAPE ARCH1TECT T �E CONTRACTOR SHALL ASSUM' FULL RESPON'' 11131LITY FOR ALL NECESSARY REVISIONS DUE TO A : 4�,1�1
I � r
,��T -�.
M� . � H
� Z....�... I E 0 : ...� CONSTRUCT MORTARED C0BBLE PAVING PER CITY STANDARD.SEE DETAIL B,SHIEET L-1.23 PLAN:542,CASE 1.
� &.1 _______�--_��J,,11�����_.��
� I _� �� (�) �
I ... ` i
i � I
I �_ �\ FAILURE TO GIVE SUCH NOTIFICATION. I
I 7�:: I
I i I I
I 1:0 I I . .10
� ���
I �� �,�. I
I �� -
�: !!- w : I I - AN!534. �
.�.- I : I 1: AR� .SEE DE TAIL C,Sfl� �ET LA 2' PL
.� � O? "WIDE C0NCI ETE HEADER PER CITY STAND D ,E:
I �� I- I ---- (�) C NSTRUCT 6
� i I I
� �_: ...
: � . I
: 'IONS. STAKI14G FORLOCATI� N:OF W,AL S!AND FENCES
� � _ I : ' UT SHALLCO1\1FOM TO PROPERTY LINE AND TOP,OF SLOPE C04,D_ IT_
: . : NC :LAY
:
: 11 2. WALL AND F E E: 10
: � I
� .... __ K�) 110 L
. _ ",I . - -
L,:� !! �� -
I I � I :
: � : : I : i� - 1: - - -
I i : � ,
I I - I: G TO CURB.S: E: ETAIL A,S OR I a S
".. 1 . I : :RA lE DRAIN AND I �I IN! "I'll
.!:..... I- : I P : R I __R IM G: T I I
: H: - _ - ,! :I
: I -, : � I I � I i-O O � I
� ��� : : 0 S.
-
���
� . �._�,:_ � , I : �ROVIDED BIY THE C-11VIL EING114"EEIR� R11" 'I T, EXCAVATI N OF F00TIINI�G� - 11__T L:-
I � - i - B,E:P
.�: �a \ S: ALL
: I I I ON �� INSTA AT ::��U:
. ZI i I _%%% I I
I 9 �,_....� .
.
_
_ �
: !
� � I- ... !I
i - ?
I
I � ._x�,:.:.- 5
1 ; - ,
9 i ff : ,i I -
--�, : /-----\
: i : I : , - - I
I : I I A
. , - � -Y L F OI T YARD:PLANS BY ARCHITERR DESIGN GROUP.
: D ENTIE OF PAVING.,WALL/FENCE LAYOUT AND:SPECIAL PAV '-O"HIGH STUCCO:F; ,AL L� P : S E PE RATE 1 -PICA R N
I � : -
: I; I
� : :1 I
�
. 1�-.1 ,G� - -S _ _
. --A',i -
. ��KV Al
�- I
4 I �� - 3. ALLFORMS AN' !AL[ 'NM
_
�
�C.
,
: : .1111,,. ;Sri IING AREAS SHALL BE R VIEWED AND APPROVED BY THE H L K
: - - - E U5 N.I.C.6 INIISI 131 OC W ER
t 1� � � -
I
I
, , I � : .
V � � I I
, I i :1 I R I E).
: I I- i :
,i � ...�,�., I ,NERS REPRESENTATIVE PRIOR TO POU:;R[!NzG(GIVE A M[NIMUM OF 48 ROU� S NOTICI '
� � OW
.I, I
,
�' d I I
11
I I - I
I I
�I I I I �
I ��,\-" . : I R0NT YARIDPLANS BY AR: HITERRA DESIG,N GROUP.
: ;
I : ,G : !R I
� I ..11--. - A I N.:I:.C.6-0;"HJ HP ECS11ON:SIDE YARD WA ALL, PER SEPERAT: TYPICAL F: C -
...�.... � E
I I I . " - I . � ) (�)
I : �::- Aw . : I
� � :
:
1. .. �. � I E ERS GRADINGPLAN.
-
. � ::_1_.%.. 1 4. FOR SITE GIRAD[NG,SEE'CIVIL ENG41NE,
11
1 2 �I ; I I''. 11* I I
I .
I - ..
1. �
: � 11
; 11
. �
� I � .. , E
: I
: - :�i f NG. �
I- I I I N,I:.C.ALUMI'NUM EDGI PER SJ PERATE TYPICAL FRONT YARD PLANS BY ARCHITERRA DEStGN G,R1 UP.
� I I .. . . - - - I- I 0
: �',__,,1,�11 Zi , : I I - (D
� ? ::I'�, kl��:� i 1, :
: � � : I
: I z : :� I �
I I I � I i �
� " I i � � I O : I I � i
: L � Vi � i �
I � _�. 5� CONTRACTOR SHALL BE RESPONS18 EFORMAKIINI GH'IMS ELF FAMILIAR W�T ALLUMERGR LIN UTI LITIIIES:,PIR S AND STRUCTURES.
� .. - I I E
I .- 2' - - I 11
� I , � -
I 1% : : 4 �
: . : I : I � :
�, I D L -- - :", 1E G
iR E 11 I I Q 1D
I
I
- ;� z � � IS D : : BL VENEEREDPILASTER. PER.El ERATE,TYPICAL FRONT YARD PLAINS BY ARCHITERRA D: SI: N GROUP.
I I I I ACEMEINT OF At UTILITIES. NlCI,6"-6"HIG:HCOB: E
� I � .1 6 CONTRACTOR SHALL TAKE SOLE RESPONSIBILITYFO COST INCURR ' !U TO:DAMAGE AND REP
. - ��* 1;
- I I
I
� -.::��� j 1;5I (�)
I :-, I
',,,,�, ----:, ::��: 2'
. � ..-�11-�:� .. �
� .
, __
1.
--,
I ..":,_:� � I
I - - I—- I—- - �_�
� I
i � I I � I I L D I: PAVED AREAS AS: :EQUI RED. REF__ ON PLANS. Nd.c,CITY SIDEW LK P; R CIVIL EN,G[NEER'S PLAN-S.
i
.� I .0 � ALL 1 00RD1NATE IRRIG-,ATJ0:N S EEVE LOCATIONS UNDER
-,_
�
� �.
11 1 6. CONTRACTOR SH: C �
: -
: :::- I� I R I FIER TO IRR[GATI 9 E
I
�
I .
- ,
I i I.�,,�::-::::::�:-, -
I
I . ......�� �- - r 4 � I - - - �- � - - - - -
� I
- I �
I �
I
, i N I R Ot RA UiRED TO ACCOMPLISH CONSTRUCTION B_ E I N E ER'S PLANS.
;
�
I
'', _ 'ESIPOINISI-BL: FOR ANY COORDINATIO' WITH OTHE: SUIBC iNT CT0RS,AS REQ KI.C.CUR AND GU7TER:P` R C:VIL EI GIN:
1.
_
:��.�N' :
�
1 7. CONTRACTOR SHALL�BE R E:
'
;;-- I I
I - (�o :
I :
-1- . I 'OWN.
_
;_- i �
�- /xv, OPERATIONS AS SH :
I L:- r---,\ :
3333.1 "''- �
� - I :
I-
:
I � moss'. A 4� ,& :1 G C P :
,"I'll.,1- �:.�:��.. /Ze \ N.I.C.EX STIN: STUC: 0: ERIMETIER WALL, �
� 11 . � , ��1
, ,
.::'
, 7
.41-I - �
,
_i /19, __ - -
. - ,
. I : ; I
: I : �
z � :
I � I �
: I
I Al : : G t � � I - C- ----EPA RATI OA PER
I 0 TO PLACIN' CO:NCRETE THE,COWRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE AND PROVIDE SUIB :
� I � �_ i ASV 8I. PRI iR I SURFA: E PR
: . I
_
_; :
1. � 1.
I :,. ,_ 1/6 SPECIFICATIONS'. �
,
I............)....,I 11
I "_..::.__1'�
.
.,..:.__ .8
i 1:: I
-
-
I 1�:7: 2 - I I
. �17:�..
_ I
.
c.....4-
c�
:�i I I 2, -
,".._' �
�
1 1''�_ i I �
L_i,0 �4 I I I I I
� I
,
__:,��:_�, 3 9. CONCRETE SURFACES SHALL BEFOiRMIED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT CHANGES AND SHARP T��RANSI'TIO'NS.
.11
_
1. - I
.. - I I
.
.
: I -1; 20 I
I :1-"�� 11
...
I �::,1-:�,�_- ` Z
-
: � :��.I.; I�_
I � � 1� I - I
i i
,. � I - ) N - :
,I...
� � .I I:i,:�- I 9 � �
� I , I I![ ,: i : I
:: �11. : I RBOARDS,AN WALLS SHALL HAVE A COI TINUOUS SMOOT: CURVE WHERE APPLICABLE. ALLFOMS
: : � I__ I
1. I
: : I ,.��. � 10. ALL CURVILINEAR WALKS,CURBS HEAD�
. : I � iE D
I : � � : 6 1
: ! i H I
....
� : - I -
I .1
I � i- I 9 : : : I I T � - �- - - I
: - I I I 1, I I
. : R
I 1 ,a::_1. : .
� � : :: : I 1;, � � � i%E � ,- �,ORK
� i �
EE
I , 1'.�._ : ,1� U �E S,PECTE;D AND API R0 D PRIOR TO BI; G,,I':NN;:I',NG THAT PHASE OF W,
: �
I
I : I i��--�, '�: :- IF M: !ST B: IN
�:�,I �
I � A
� - _ �
��
��
I I � ; A �12.
i .-A : �, -
z -.1.1 ,
�
i .- .1 I 1.
'_:,.1 I
- 1. 1
. -1 � ��-
I z - -, ,�
I , � - I I
. i- ", .� I � �.-
,
. _��::��.....�`::, :1 I �
: i �: I 7I`
: I
I � I ,�, :.:.� �'.. I..
i I I .- z I
� : .1- I
: � ._.:�:�:��:; .�.. I
: � � , .
� � 11.11."I ��
�.... . I
: I �... �.
�
� _-(.]_.� , -
I : -1- ,I
�
� � � 1. I-
i : � -'
I [..I..
_:-: ;
�::X:::",
� :_ -
I . .1 .1
,. ..
�� 1.� I I I 11 11-11- I
� �..t .. I __11
� ,::- . ..
I "I : �I
� : �
I z ��� ::1, I
I
. ... I
I ,, .,
. .'.. ;''.
...
� __�
� :
: I i
� . : I
I
... � , �
� �� �11
. I
: .
� ':::::�:- : .
: c I I ,�
: .- � 1-
I I ..... _ I.
I 4 ,I �
I � :_., -
�
. �
: �. , 1� F� I I
. I
. �
I : _.�___ - � �
I . I ;:
.� _
. �1�
. TA'-_- -
, ,
� �-;:- -...-I �,�, I
I ... _ I
. .
I
__
I �, �;�
� ...�_:,! A� I
. .._1... �� , �
I.. I I
I :::- , - `
� 11 � ,
::::.-: �� z I
I �
_ I
I �-
�. -
I .__ -;;�, I
; I - --"----,
. ..:::. .,
w : -------, I -
� I.��.���, W;. - b, DDW
I
_
.
�
�
�� .1
.- -
......
".
� i:::::� :,,-,,� I
__� � I
i � - I
f I I _:�- I
�. .-1��:�
� ,_� :�.:! ��q
1 �
�.
_
,
,.
� �;_ ,A
I � ...
> � I- ..-
11
_''
� . -
________ , . �. I � I
I I I
MENNEN= I :.:.-- �.'�
� .. I
�.. �
� ;
,
.
. . 1. I
,
I - .
� %��. __I I
� �_. - P:..
I .I : � I
:
_`.:� :
� ".-1 : I�
,
�. : I
''.. I
. I
I.. �
� :��,", I
I I I
� :::.:�:.::,-,� I.
I 0� � ,-w,�:�::" ., �I
I
11
I.. ... .I
� ^11- �, I
I I_. I...... 1,
� __-11, V��
�,I�,�--- I I I I I
� '_�- -�. -
I... ,
� ::, 1:1 -
: I ��: ,�:: A
: ���I� �.�: �
: I - . w
.,
.,
: I ... p 1 6
: � --;: : � � � I
I � �'�: 11
0 , ii
. � �z
I � '� :� �
: :� 1___ -
�
:�-,j 'I
. .11: �-
� -1-...._.:-I I I ,"
I ,.,-, . I
I � , _.
� �::1::.::,.!�::.1_
I
. I - 11
I
� .: , I - I -
I - I -
I 1_I.. I �1. � I-
I -
�
11 : '.
: `
- __ 1, - I - � � Li
I
:I.,I �. . _�
: �..I j -
: "... I � __ _- -
.
.. I
: - . j I 1`_.17 1, �, - _4 r,
I :___ .1 I I I., . -
: I I ,
.
Of . . 1 ,�, I
I :... 1-11, : � w : �
11-1 � :
I : -- i I : :
I :.".....__ : I � 1m; i : I :
x
......
I : : � I
� I I � � :
: : . � �1. � I : .- Doom �
: .1. - -
I : �� I \A - �
`%_ I *1-.1 I : �
�I,_ I I
: � i �
I
I :
, I �:1�, -1 ___\ _ �
I � / .,� .
z ::,�vw' !�� ,- !
i I I 11 ! -I.-, i
I I .1 .,��. ., :11 - � 1�
, _:, 1. ,", : I "''
i uj: I � -1 1. I z I Al ,, - �- f I
� �. I 1\ X _�--,;; I , .
I : : - 5 -1 I ;
- ;
"... I SIPS . � ;
� .-. : SOON
r-:�1, � �1�1� 5 i I I �
m ''. 01 I - I I I V_� � � ,
, : - ;
.
I � ____1 . I �
t 1 I
f
: � f i I I �
:
: �
: _
-- t i
I i , RUN: � _11 � � m 'I, t - 1 7 � �
I K, oft
,-
-
.,i�
,
.1� � - �' :
.
,4:_�, �t_ � I - I
I � �_�,,
Z I I i
I we � I " �'6 1 j I ,�
,
�
I I � i-,IN f �
�� r 'I' I
� I I . I ; ._,� _, `�,? : � I 0) , I
I , �--- 11 - � ,
I
__ _ L
- I- : I i i �
---- �
I 0 - _� � ; I
- : I— - � � ,I
: r i
: � ! I
1� �'_*_ : r � 1�,
I . 0 i IrIq �
I A I ...� __ , i , "
I
� . __ �
,
,��. i
II—-, I I I - K , PLAN 3B
� �
�
:_ I > EXISTING 61 (N ,
. _ �. : i �I '-,.-- - ! i � : q1NEWSq
U) .� i � I
-1]'�'.,�, 2 : I I : � I
: i I :
� : HISTORICAL ` -
, �
-
I I
�
EmEmm � � _. : 1_11�1` i
: :
I : : :
,
1,�:: I : P i � :
� I- I - : 1' �
1 T.. 1 , : :
�_, � �_ `�, ,, LAN 1 B � � :
', , : '* I i :
. ,;�,4"` . - � I : �
� , - I ; 11 �
�1�1�1, 1� :
-1 I------ I
.
: 'I ,,Z ��.. 0, _ 7.� : I 11
: :
�
: A- - -1.1, I : i I :
- .-...,- ,,_ I : : : i :
:1: �_-T_11 7 _- - I _\ * i :
: ,. r
z
--- �. � � " :
: �;�klfl 0 �. � ... iu: r
:��J I : \ 8 ,,- , �
: -, ,� � " ; I � �
111110111 : �:�:�:�' : I t __ , `_ z * � -
- - I � I I :
I � � I I
: 1. : : �� . I
. - I . , : c
� I IM-- I HO:: SE \_!�,/
�� i :24 : I "' 1.".) I
,
I
I
: �.__ -
: :.-, : .� -1.1- : i ; I
i::::� �1_1 11 : - I : �
: .��. `� : : : : I I
�...� : - ; � �
I ._ .1; Lui : - : I. �
� : i
� !� --. : " : :
, . .�, .. I I I I
6 � � : 1_,� 1� . : I : �
I � I
� , _; _ : T10: REMAIN , � I : I I ,
I 11 : : � : I 1"
: a :
: :
A - : I ; : I . ,I
-, - I
e�_ '', :
� I , � '" :
I I :
I : , . � I , I :
1 "?, _ �- z : ___1___6 �� I - I .
I .., _. - I - z I
� I 'll . i m � - I . ,-, ; _____ ; : � -
I � 1 8 1 " '�,� f : .
���,
I I � .�::�.,- � ?� uj: : 5 .i s
� -1.11 I;:
'.
11 � Y. - t, 1" : I
I . .. I—— I : : I
, I I_ __, :
I 1-7. � - - _ I... "I � : : I
, .. I - : � : I
, : � .�� , 1. : I
I .. I :
I I— . I i
I � � __ - I � :
" , I :
.� I;_ ,- I � : I
... -
I � � w I ... I � I i
�
- , � I
� I
. - V) I , L-i � I
-1. .., I M_ _III� I - . : � I I �
� ., r _ �_ - : R�m � �
I ON 1- 1 I ��- - : � I
- . , - : � z
_. - : - " � I
i I I . - - ... ..... mimsm "' .-..* I
. .�_.IL, A� ___., 11, : � �
I I , -, �1� I -o`,�,.�-,;�': � I
i I � . - ,,-,, . _1
� .�': : : �
I
I " .�_�..
- - ._..1... : �
-
: - _�
i I � � 1, - : � i
- : vl : i :
I � �__ - . 1, n: : ,_ : .. i:
: 0 1 ez - I ,,", : I ,
� "I. - ��, �_" � I
: - " _ : ; : I
t�c .... , ,, i :
: � I (r), I - . :
I
. .:,�- -x_,_, _ � i : I
�.��2_,, __-,
,_,�_ � I
.
,__.�..��,��mj � :
_
� :,), I I ....... I zmm
�_I 0
.
: i�--,7�' ...- � ;
: - b 1
3� � ,_-,-.,.-,-, ------.� , I i
1.111_--------------_..... --- I � i !
�7*,, i x I I I I
I
I
I
1E. 1111,L I � i �
I
I I
� I i � I I
- I I
a _.______._____...___.____._ I : :
a I i x_1__-..._..._.1__.. �** I I I :
I I I :
� I : . :
I I ..._ I
, �:�X--_.,,, '�-,Z� ---� - _ I 1
�7� 14 xF .1 -.11 .__ I
.- 1 �
'." I �... I i :
; w �m - , : `��" 11wo---------___ � `_,`� iM . I ; I �
, , M,3�` I 1
.7 2 : � 11........ I I �
.3 V! ISES: 2 � � I i
.
,
I
I.—... 0 I m ... ........-.----- I I I
. �
11
.... .� ,
,
. .... . I——
� - _ I I _____________1_' �_ I I,
� .
��:,:�:..... � go . 1111,111 �Ix`._'�31_N`�` ---.I-- i
`_ -
______1 __;_1
� _... - I ", I :
.- . ------ I
_. I..... . '. __ 11-11 __1 - I
. 1-11- 11111 e I :
I I . 1111_._ I
.�.
�i��::��: _.. . �--,-?�,�"-f----------�l--,��m---,,;E��.�I >_ I :
. ��.... .-.. . I.......I g� I I
, ., ;�J-N .... a V� �r. � . ,I
� �
I � , . - -1 �. 3 11 i �
_� , , �y
05 I
�__ � . < I .1. I I
- to . .
� V.��� I I I - 1 5 1:
� ;� I I
- -.11"
Ir �. " �
` w I � ") . I,� �
". � '*****' - - I -1 �"",11 I 11
Z01 me I I I` -
i __
_ :
: I � I . ......I...........
.. 11� : 1_1 I �_�� I
'� : I . . 8 1 8 . :
141 I : I I.
.-_. "I I
_1 f", ,-"---
�1`,-'a
00�
. I_____ � .. :
�. 111011 - � I
..",
_�'m
`�
I ., x NNj I .111111, ....I �
�. z ,.L, i , 111111111-1-1.1 I ------ �
_
...� _
.� __ - � :
I .... A : : U ....__ m__1_____ I : :
�! I - ?;.__1
-.-.-- ..........__..............................�...� ......I.......... I :
:� : 111-11-111111 - :
: - � :
: : O: 0 :
i : :
: _. R :
:
I ALIGN VAIALL - ,AALIGN ,-�---;�------,-,�-,---------.,---------�,----.�-.,�� LIMIT : :F W iRK :
_,`_`_" �
- -.1-11-1-
.-
I -1 .... � ;_`___0_7___ ,�__ '�" :
__ I -
.,____,_ ��
,.--,--..�-,--e---�--� I 0_.- :
1-1-11 __... 5 :
2 mi! 1111-1111-110 - .--,,.�---,�'���,----.-;��_---,,-�-----*-,,-,.�*11-�,------,�',�'-----'----*,��,i
1 11111-1-1-11171 i I :
I i __ :
:
�
I i - -
I I � . � - 11 ---
I ?_� � .�: I_- "-_N E R WITH `12' _011 I ___1 �.
-
. 1`xe
:2 _. I, MUCORNER WITH! I COIR __
I
�� , 11.1 - 'i I I
I 11 t.�� .x..111 � 'O
.1 � K_1`1N.____ ?�K N �-�, I ig��.::;�,` 01IF - mmm . i
- : I � - -. -1,YE E IN I ER Or ri . I
1 X: : .
I'll .P, "I : I MCENT R OFRILASTER c --- I I
'.. -W z-.�i, %
1 i 0, �
L __
.. : wg�..-�V�g�� -'�;EN.--_ni.m-_�,-,gsa m 1-1 IN-P I � ,1_�11111,1'� I
� - .
_6
�
I_- z".�f �;,.� . ...-
I I x ,,,�,,i�� -------"--,-,--- ",=a :======ft�--� - - � �
�___ 11 1, : I -
.. �[ � i �
__ � Ill �] - - --
�� ; I I
. . - u : I - 2. , , i : ,_ - _mm_____
L 111
,� ..
I � _ " v 09 V. � .I= 1111111L.....
� �!:�! gmg,", t�.... -
� :2 , , I
I
. :1 - ....... �
� I __-- k 1111I z
L FENNO : 7 _1 I I 111 I I—-
L �� I �
I : I
�
� i I z
- z
:
: - _ - z 9
� IV : 2% I r ,
............__......�...1_......� : � � ____, I I - �� � ----:,-- __1__1
I � < PA I _1 ' ....1..., 11 --------- IZOA--------_-, � :
i
: � T ... - I'll : I :
� : : : ..............� ....*........L...L*...* ......* � I r�
: : __� ...1111 -...., :
: : : _______wi-_ ---*- : mp I � '' I --- .
: __ : 7� i .
: :: up 0,
:1 � i - 2% 1111111 111.1111111111111111 - jo/ I 11--t - . :
� 111,- z 6,','&-,---- -HP,�-�
I � I t
'I : t .. I � . : _ � 0�
�I �
_ ..- _� �
i � _ � x :2 : I ;
� : -_ PA �
I : I 1, S �
I
��
- __..._� �?
I � - _...____.....____.__..........�......_.___.__......._ �___--_ _� PA � I ;v
I i 1 - � �1 .........�"L�...11.111_1
.- ______________- - � "" �, :
I . i�
. . : _--� 1: 111-11 1� .---. �I._ 1 I- I..1111 I-�. �1��� I1��- � 1� � I-.1...I 1111-11-1 I I_1111__, -_ -*_- , - ,",___..................�M_L �-
1 :2 :I I I I I " -- ,,, - 11: �,,,,.,, ..�����. _ ,-�,_------�....__�'��,_,"�','...L� ���1
� ��� I.r 9 I �. -�I �,
� : -, -.- I- � � j
i ., 1.
I � :�����i:-:�: I �., __ i I �. � _
I : -�_�.�_-�� �� I I
..
...
�,.. � ,, I
,
,
I
�;2.- I
� �::���-,,-.�'. 4 . 11-�---,__ __ - _________I �� - .- - � .- � j -__ -- , I I'll I -I "I 11.1-1 �I 111.1...-.1� I I� 1- ��I � .
� , ��
: �:�"� ., ,, 4 � -
"� .�.`_1 1, - � �: �I�_
iI � ��-,��.:,,,�_ --�---�---�-������--��--��-,���"-����������������,�������,��- - � ____I : . -111.1.11,11.1 I�-- �
: � 11 . - j-��-�-� ��-I - � :
.;,�, .�-. .,��.�,��.� �1��_�� - ._ _ I- -. - -
I . --- , -!:I":I _. .,. I� - �
1 : � . ______-------- _______-...-_ � __-- I
� ,, __ ____...__.______ �� --�-
: - � �.:.:�:I I . -'�-I-�- . - � - �� �---�11.. _-
I � 1_.�.,�,��, I��I r -.- - I �- �- � - - - � � - , _ - - _
. - : _j . . , ,
. ,1`��,.,:_: _� I '� - ,-- �.. --,�����-���������--�����,�������____
_.- I L ��p�. �-_-_,� � ., .. .. -- .:�
: � :::::-_ :��
I : L �11 � _,� -
... - ... 11
_
_�� .
,�I�..1. K,-'-- � ,
,, ,- �a _ - _',�,�: .�
: . I ''I''. �. ... .�- -.:, �� `7 %4-f- ,�' �;. -:� - .-,r.,-�::-1-:'"- 'L , -
: � I 1. -,.. . , _. , I -A-::!:,- ,"I
-_��
. I I �:: � I ,� �, I �. . ,;�];,�,�; _:.- - ��
�-���f��� . -__ t �
.
__�_ ,_
� �� �� -
- . , , _�
. ... .-- ,'- -
��I :� , ! '"
� .���� : --
! 0 ._".::::: ,�,_ : .-I I. �� I & ! �'--; .-
:.,.:::::.I ,,
I
i
� _. :��.
I __ 11-,---,.. ......., - "' A [ P
� . -
. .. f�: 11
F"10�
1-- I � : . � 'D'A: ?I - - �-- -
- :A .
�
� 6,,i�:��i�
..
- �
, ,
: ::�:: 14-'- -,- -, j::
: ,:-ZI � � - F11
-I-,-L __; - C�_�,l A N!_, "__
I - gE, ._. - . � "I �
P_ 4 '_ PA �Nlll :)A I , . c P
� � ..������.. �. __ - z 'I't I—— _�_ - __ ,
. � __., -. I� - 11 �
, 1 -..."I �
z !��q r "O� 1_6. ��� 1� �:; - , 1-
- a - 1 � ': _ I -- - .1.1.1.1', I -I
� � % � . ..__11._�1'.11. I--..--.---- :�:: ---.I..... - x
I z ..1.. ...1..._ ....________,_ .................�....................�.......�....... ------------ .1 -----------------------,---"-���l----���,�,�,,�����....................---___................._.11_1__._1...__........----__________,__ A-- 5 01,,_ -I
� .. , kx:,1r_,
_______......_......._
______ ._.1_.1.....�......�...�......................
� __', 1.11 __ __ - - 11_1_� � -:L::::L:::::::::�� ___________.IJ17-----�---------�........I'�l.-.------��---�-.---,-----.."-�.�,�,��.�.,��...�...�....I...............�.�.,.-....-��-�.���.-�.-..-.�...�...-�....L�,,-----------..................I -_
I \.... N IPI-----.,.-�----,"---",---------'.
� I
I �� ___ _...,. . ____ -- - ��=...... .
. I
� ? � T :::::-==_ p
I—-
-, - __ I
� - � 7�___ -"I----
t .".�-
. '. I
z , - % I
: -, - IN , I
: ? A, I :
. ._. I A I �
: ;
. :__ #�F4 ?,�
. ;
� - � I �
. �. : A I :
� i ...1�...I...- � -01
� � .I . i :
� :
I z p : 5 � f
: ::: .,:,�� ____\ - :
� 1116��:::�: ,.:��I �
_1 11 I / 4 1 :
; 11 ? I I
- : i /---\ /---\ I - :
� .ale, 717� : : :
, : 0 :
� :
� .. . I :
-�1..... : : - :
.' ' : :
� .��-_1.1 : 1 3 2 3 4 1 1 1 :
� ." '' : ve : 1 :
, ''_
� I....� :
� I-.. : 1 �2 3 9 :Z____ :
:�_' I I..I T11.0 :
� .,��%11��.,,
� :,_'��,:�___� - : I
: � :
:
I i 11 �- :
I :
: I :
z __ � I : 1,
.I : I
: :, -1.11. IRS-
I I __ -,
: .- �.:;_- __ �
11 - : �
� I 7:-
I I :�.... :
: 11 I—— : I :
� : : c/) :
-, .- � : :
I :
� : �
: _ I - I :
� - _ I : :L
: 11 m :
� _. .... :Fjo . : __�� :
� I.�� ..
� ,
I F��,:: V
� ���i��-7"i ><
I
I 1 �,�� % - �
I I .�)' io �
I - i li
I I��** mr, AL I I uj
I :A -
I .
� ��:�::,��. � 2
-
: , - 0 ZjuJ
� F.- , -
,� kll -
_
i .11, , --_ :z
I i -_ I.-- V110 1.
I ��_,, _ IV _j
� . -l"':-: I - z
�
� _1?1
I --
I �.)_!,��:�:.�_ :'.
�
I �
� - - I 9 Luin I 0
1
� I
� .� % ��%_ ��
: I �.:�_,� L
. 11,
: � - _ 0i I
:
: :: - - � .A--
� .I— 4
: � I
: I .:,:�:", ��'L-- K z 0
: L � ��:::,].I - I -
: � ._�::��::-::_ I
� : I 11._.. xv W 11�
: I ...,_ , -
� : I .11, �.��. I I
II .I I.'1__ I
: ir
: I .�..�-_ 1.
: I �_�._._
..
� I � � 1, %w w<
I - * 11 - I
� __::.�- "
I -
-
I
� _ �_I USE
-
I I __
� i.;i, 9 I
� �e7 --I- �
I I _,A_ �'__ U-: ..
I .
2 1 :
11 &:: - vw us��: :
, :
I :
� � I :
I �q.� -
- :
:
: � - 3 X"I'o :
�
.1 I
� _ _� I
I I ...". I I
I
I-,--- I I � I
I I-1-1- -1 �
I
,
, ,
�� ��::::1-:::-]! - , �
, I uJ--I I
� I - : f �
..._.. - : � I I
I . � I : � I
1 ::7`�:. . : : �
-- -I I : I
I � ,���:-:-::�: r 11 I : UJILU z I
I :
- z :
� :......._:."�, - PLAN: 2B I
�
i
: . - ___ wi Im 4 f
: � Z
.I.:
: I .:.
: I �,::� I
� I ..�.."I � ,� �
� I
.. . �
,
, ."I".1 1 i �
I ..., .__1 I "', I � �
, . I
I �
I-
� � � (MODIFIED) ' i I � � :
4��'�� I : i
, I : .
I : i I �
: ; �
9 � � I !
P, Ix . i ; PLAN 3,B '
� vle \_� '1/ -1 I ! �� :
. ! ;
'Z i . � )
I . : 1 �1_11 :
� , I . I : �
'. . I : I
� � I : , z :
I . I : :
4 I : ; :
-, � : I � ; :
-1 : : : : :
.1_ 0 - �, I "I � ; : :
. 11 1 8 . i ; : :
� ; : mi :
� :'-:._,. � ; : :
- . 1 ,4 ; i :
� ..'', � I ; 1 �
� I k --��-��-�����,��������,���,,� ,��', �- - I .
�� I ,/-/ ; : :
: � ��_� � irld : I ---�-������������,����������,��,�, __ : I :
� -- � : : :
� ,/ � : : : :
I I �- : I -_1 I 111-1 : ! : : :
: _�- � : : I :
�
� , f I : i : :
: :
� : : �
I � -4710 I I : : : I
x : ! : : I
� MI. X I I I I ; . I : ; : , �
. 4 1, � i : : -
I I : : I �_
i , : - : ; i : - -
, - . i I I i : I -
I : : : :
! _�, _�" I I � � � :
! ---$ __ %� - I - I a I .. I i :
� �- 4 1
: ww- � x . : �-
: m-i I.. I i . I i I �
� ; � i
Q0 I/ \ . - �-�-- 3 .. I ; 00 SCA A
� i
� : � : :
� I z I I :
- I I I 0 z I : : � %
I ,% I � I i I
I .- : i I i :
� � : : �UM! L.
� I I : I, z", \\\ I : � : I ��
lq;:Av- � 10/ I I I ; : - %
: i :
I : : : - I n
= ��� 11 I :, I I :
T : :
� � . ; 1, : :
:
: I � 6) : : Fm I
: : ; i : : .
� :i
a) I : i�,. - All 11 �- : >_ : :
I : I ; 0
1 I i
- I 0 � #5_1� - �- i :
� z I - i ; r uj
I-- 40� I ; I
; I
� lc� \ �* - i 1 ;�
_ ; ; I �
I
T_ 1 � � �-�-� � : : I I Lu I
I - ;
I
� � : ;
I
�
�-�- : ; I I
I
I __r0_1 - I - I I I �- �-� �-�- i � :7 �-� 0cp
I IA*t- �- 11 i f : .
� : � :
. -
-
� - ; ;I I
1. : I L :
: ��j � ; i
: --------______�I I� I� 11 I I �
: ; I �
� �__ I �1- , � i x � - I
: MEN mmm I I 4!�� - ; 6 . t I -P_ �
: : I "Ir I I i : _j
: � : � . I
: : I I
11, I : � ; �
v
; : , i : �
� �, ; ,� I I : : U) Li: �. ,-,
7 �k I : - :
I ; % I 1. I 11 . � i i I I I
. I I i i . a
, I \ : 'I 9
i I I X, I- 81 : 4 -I-1.11
I : 4 � I
I I : � : �::: ��
� � L___, 8 � � I
� i
I i ; I -31L_ � 11
� 9 1 ______ � , cn
: I �
e 1. - : ; 7
� � �\ �� �ik 4 - ; � � : .
. � I : :
I : ;
i I I z I anewal 1)
I : -
I I : k I :
-_
'��'I� I L I / I �- - � I- �� I :T OF WO 1 . 4 3: 1 \ I -
I
.��_. 1%, �p 1\ - I - I-- I ; -1 I -__ -_� - �� - I Mir\ � I- - I I'� I p 0% --Date 141%,
I I _� � 4" � 0 � - I � I I 11 I mom, 0 �
(�� �10 /M zi F 5
1 1�\ \s, I ,� .; 1�� -_ 1 666ozo � IMES Owf)��
�,, I I � �� LIMIT OF WORK I I a
,I , I .1-1-1.11 I ----,- ---I
�. -A�I 1 �2 - ",�I I I- __ - - � �- - - --- L I - _ __11 I ____ I _ so N � �
I �. 2 I � � 5 Mv.�yn-i, I _.1.vv - : ON : :
, %
I �F,qmi - I - - 1-1
. , 1, ,
, I : . � 1� , " 'i�' 10�� 0 1
1 I r I ! : : _ 11
,
\., � � � ,% I MIS�"�'"',-- - ilwm%v -- v ,0_ 9%% �Mw v W. %�I : I
� I - OF C N
1. /.% EL __ � I
"I � - _/__ - �, I I I x \ i < � "I
� I - _____ N � :
.1, I 1\ 1%, i� -111,_1_.____ I e I � � : OR
I i
I% , 1, I ,:1 - � I
� ___p - � - �] .10 � :
. ... _ I- 11 _.____...___ :
I I I - 0 1 : I - I I I I
�- - S;�IWENSS� __I-- /D 2% 2% 1 2% : �
I 1, 01� � I L' ......L.......-....�...111............ ,,O:T, I
i 1� . � - -l"i���-owm� wmi�lwmw : EmmmmrL'
� � .1 I MENWI1----41= M 12 ......__...............1111 1111 11.111111111-11111-1
11 ;
1, I � �
, - ................�...1111 :
. 0 -11 L-imm: � __� - �� : :
I � 1--, - - - - -
� . �� I 1, 1 5!��_ Mmm-SIEW mno= � HF =*�L � : uJ -01 � - -_ _______ ,itniimwmimiwimmlil��- - ,- ,-- � - �
I : I 1, : � M i �, i --��--�������,���-���-��,����������������������,���������������,,�����,___��,�,������������������,,�������������������������������������-���-��,���-����
: . : I : �;
� ALIGN VVAU � . \ \ '**16 WLI :11 , : I
I
: ,
: a
: � �........� I1111.11 1..1 � . - - ______P k_______ . �
:
- _", � �
N-0--�= __ I . ....__......I......�-���.....".���I 1_1_1 _11-11-�11 I—___1_�"....� __ PA, 11 � I
i 1,=� I ._�11.........1________----�...__...�I I� _���II I I�I I_., 1��_11 I"I'll I .11,-�11- ___I—��� 1-1�-.1.�I�1111111.....�1._�--_-PA, ___pA PA I
I I z � !!7!7-!!�-_,_�,��:� . -.... .- -
; � �_'2 -------- ---.....,.....��...�.......�..............�............... .. - z :
CORRERS ATH � ,_____ - _7 - __ _____'___.__;��l..--.�.,�1.1�,�-"�-��--,�........._.._____---------�-.,--�-���,�,-�����,�-,�--------.----- , J�_ - _----------------�--------------------------I I I
. - zmwwwm� ____
� , ,a I �- __ __ -I _____ � :
, . ,� :
� - :
". -1 , . I I- :
.1 I I :
I : � I � I
I \ � , : : �,__ :
� __ , I
I , � �7 ---IL ..................L"'""''.......... I :
"I'll, 11111111 1111.1.1.1.1-111 - :
I � � � � - :
S DEWALK � , 11 :_[__"__',_'_"'�__...___- ,--,, - -- -------- ------- .ItL 1111- : mi
,� -.-----------._.... ___1111
-_
,", , I 11,� I I 1.__ ,- I � - -- .;:�, `_________________,- I�I �I - __ _______ � 11 .I--- I. - - 11--I 1.11 � I--� I I I--��I— 1-I I- 111�I 1-.__11.1I�-I��� I——1111-_I1..�� : ___________ � -_ I
I . - - ----� &1,1_ ___________� ,� ___ I
4.! ::.-�-.�-.'.)-�,-`-r�e - �, - ..� -- � �����,�������������,��������,��,����������,� �- � -
:: 4-,,4!�I-r7 7�: ":::?,��":.:. ! -- �-__*__,�--"r.,I--�-
,4_*.'�]'� `�;_� � --
._ . �, - - - ,
:::: I - ! ... �;�i�l � L� ,1`��!...:�::� ; -__-
� I : � :� ---- t�, . .;�-�,
- " _z -�ii���P��,,' ) � . __�___` .
, . �� I
.. : . . - J_
. i �, ", A-11 s ON;
: I �,., �
I -,; ... I I -- .
% � : 11-::_ I--- :01 - :p _�_�.._-) �% '' - �7__: ., -_--.�'.J.",,,�� ,_ M� _: In, - f �I 1;1�qa_..',-r-1. ��
�_-
,
.----� ,"I�:%�� A ..,
11 A il... � - - : _::�`N, ) , -- ''LL_` � I, I::
�
� -- .1. �N :-:::- --k- - , - _...___:k.:A -..,-�,�
I; �e." � � - : ., � �,
� 11"XI �,v-
, '�___
� -7,�;--i�-P,�� I - _ -�, - ,��: ,-4 '�-. v
�
�
__ -� �
,
.
I
.,., I ::,. .:.- � . -_ . I �m . ,5
"" - - - ,� , _ -
,
, .
""." � w ____ � ,� I .1 �I r � I "`F_c�_ :.-§*
." 1, ., "�.":,"'�,
�,�
I- I � 'm i
., 1__ )L: ���(��D�-,�l�-6�j;�...���.-J.,.- - ..
_
�
,�� -
,
, m ,:.�: I AE - ___
- - . ��_ : - _;��11711_mc 7_.��_...,,�_,_ �_ r. ��;PA ! _ -
Q ,_�'
�
..� �. :_,�C - 1- ��
, r -- � -
,,,__��r:�:jk I - . kl!, ��:.'r
_
_:�:
� : . . . :: �. L
I �. - P�m
. , ,� � � _ ::�::
� � � 4
1---, 11 I -11�I�I I I �I� -. , .�.�' - ,� - , 11 ,
_ ,_ � . ��,_� , 1 .; _.
.., ,L� . 2,-� ::__� .- �____ �..��. �*_!m ��
, ,-- 7 ___.)
� � i ,I_:��...........LL... _. , , 23M�F ::m Q,� ..
-�__.,
.1 -- w . -� .- , -,- . I
____-._'_ `�I�. _._4 ..� � .�
,
- �..:� ... �1, _'.:,�_._ Q;
-"". .� Il��-�-�,��-J,---.--,---.-L� -,.-- �-
__ . kk--,:: � ::" _� , V��7x 1�1.__�..
___ .11,111.11,11". , X .1----:-:-�-'.1K.x.":�:';1 _, -_ _______ �- _ I I - I
j . � , I �, 1_. _��: I I 11 �
- I-_,...--.....I—,...1.......................... - - � Lx7h&" - , W� zzzpii� . - __1_... - I � I __-- I ________-----� - - I— -_ 11��-_
------P-.-O-.'&1 ---I—_...___\---111_1............11------ ........I......._.....�____,_ ----".�,,�ll,�������..'��,�ll.�.I.I..���'...�... ,���..�.���.�.��,��.--------'....,..----..----�..�......�.,.�.,.�,--.-.-.,..."�ll.�..,..'�,- ----------------- ..,...�...�......___ I =vx��, I i I . -,--,-.__--__�-_- i
\� ___\__________......�...... I :1�_______________ '%.____� ___.........______. ..... --.-------.-�-.1�'I'l�.�..-,--------
1� t I- " I - I 11-�1111 I I �....... I- 1__.__1._______, ............11;�*---*------ � I , :
1% --______-______ 1k I I - 111111-�-------__----___ I ___ ______ \� � :=:::�-------___v1 ----*"_::L_- I < �
_ :
I :
� :
:�
I I 11 I:
_00 I ::
i
AL : � 1:
5 2 :: �
::
::
__ --- -- � �:
� I
or � I 1_____ ___�,���-�������,�.���,���������������,�__ _�- �- � - mommomm ----,�-,�����������,��,�,��,���'',-... _ , , � - - �, � _____ :
I I OWNERS-%@NONE=
.
1, I I:
� : ::
I : ::
� I . : :
I :
I : :
I �� /--\ /---\ : :
I � : I : ITY ff
� - c ::
, I I : : :
I
�
I : I E J
I- � 1 2 3 09 1:0 1 ) U2 1:0 9 1 3 DESCRIPTION OF REVIS10N DA ,�
�I
*. IN � I � APPROVEDL
I
I :: I ;
__: I__ ::
- -- - � - �: I N
I- i _____ - -�-����-����,�-�,�������imi"mmmimom_______---- . ___ �--�--����--�ll-��,�-�-���,�-,��������,������,��������������������������� I�11 11�I _ :
:___� I...�.................................. -_
I I - - - - ____ - - I : I -1
_%1_1 � A. - - I j
I
- - - - .1 I— -_ --- m I - I -
I ___� - - IRS _I - __ I I - - I I - I __ - - I_1
- ______ _ - - - - - � - - - � I I I I
� _ I- I . : I
I :: � I
- I I I "I I
F I I z I : - t I
If -0111 � I : : e I I .
-C., : :: : ,:
: i r : : I I �
: : :: : I i 1: I ; ��
2611-411 Y 50 : : : 1: r : I ,I L � ;% : : :
5 : : : : i � � � : : �
it I a �it : : i f :1 ; : : __ I- � : : I
: Z : :: : : : z � I : :
: : : � I I " � � � � : L 1 1
i -iii - : : : i � I : I � I
i I I
I : : : : - I I : � : I I I
19 ;R I r__�. : : : 4 1
1 1 I � i
� : i : : � i I I � �, I i
: � I
: z I � I :
I TO TYP v : : : � : � I : : I
: i
� :
11I : I!
- I : ___________ I __ - I- ___ ) .1
: - ____ --
I :1 nummommm I ________
: : __
::z 11 � ! -
:f
ILIA - �
w�I i tmt, I
I
��
z tht- :
:6 :
�
- EAST AVE TRACT 199: 8 :
:
I :
I M 0__ W :
I :
r Lulu� W �
�
____
- -
: I :
i I I I : :
: I I : : :
_ i : : : :
z 0 : � : I � : : 1
0 - �_ _� I
;9 1 : I I : : : : :
: : I � : : : :
ZI Z : I � : : : : : :
: i : : : �
I : : :
LANDSCAR MAI: NINSENANCED:1STRICT :
� :
m�,��I w< �
:
I
: 12- w, _-_-j . :
___ �
�
I: I
: =a- I - I
:
� : �
� : �
� : !
:
:
:
:
: w I - - ; : I I : �: : : RD Rl :
: : � : :
: : : I : I : :: : :
: : : �: : : : :
: :
: :
: � :ER OF EAST AVENUE & FISKE VE
:
� L_J__Orf 0 1 SOUTHEAST CORN:
� w0z �
I
I
W10< i__ NNE - __ � --������-�������������������,,����,�,- - I-�----����--��-��������,������-�����'��- - � __- �
. ligin-
� I . � -,1
:
I
I � I
11 -
m : I -
:
:� NN
: :
- - :
I . I � I e I ,
: : : :
i I : :I � ;
: : :
: :I :
: : : : 1.�
, I : : : : C.OPTION PLAN
- : : :
� :
: ice : �
i
Un, el rg ro u n d- S,le r-v Alert I :: CONSTIR
::
:
_______
------ ' I �--,--��--.����������,���,��������,,����,�,�-����- -,-- -�-��,��-������������,�����������������,,���,�,���, �
I 11
-
: .
� 1, 11
� , I
:
:
: 0 0 'a :
: � - i
: - - :
� � I I :
: - - :
: - 11 APPROVED BY. DATE 1. I 'i I al 1: :
:
� �� I � -an w :
I I
� -
I I � I MONO --
I -
I � �,
� �, � -, - - - - - - 11 �
I .� I : :
iI I � I
I I 1 � : : I : I :
I : � : I
I11 I : �
I I I � : I : I �
: I I � : : I :- :L
� - , � � � �
I I- : � � : I
I : I : � I
�
: : I � I � I I :
: IS ;L E �I � : CITY ENGINEER ,!� ,_ � ___ If,4! :�
. IN T : I : : � RCE Noecol :
I i I : 11 :
I : 1_ : �
I I I I Gal 0: L FRI :E ic I_ - __ � A_ �______ 01 PRO ON - 11
I 11 : PLAN: � �RO,SS RE� RI NICES - - II......
I I :: � 11 , oiimii I I
: � "
I : I ; - I- 1.� 11- 1 1- ;
I :
� � :
I I z :
4 I : � i I :
:
I :
I RECOMM - DED :
I � : I t.I - �
I I .. I �
I
I
I
t 1''.. I DESIG ' I ONE: - t - N GJ Ou- 'r
.
, , A � -
� I I to: ,G R ;; p
,-
: ,; I AR HIT&, ,"s - I
11 I
��
: : , �� � �� .
� �
�
,
I � � ] i � : � - - LANDSCAPE ARCH-ITECTURE .,
� � � � z GPD i ,
W � :� i I
: I � : ,
i � .
I
I �il I � _________� I :, � � �
� It I � . � I _ __ __________ �
I . I � ii 0 FOR NOTES AND: LEGENDS, SI: 1 I - S]TE PLANNING I I __
I I EE THIS SHI ET I _ _ � - �
- I I 0 1:01 201 40: 8.0 �� . --1 - � � IML i -_________1__�:L--�-___-------- --- -
I
I r I
� i
; I I I .. NEENERNEENEWERNEEN - 10221-A TRADE ARK S TREET :
: I
I � :
- __ I I :
:
:
,
. . DRAWN , SHEET 1
1
1 i C
� I : I � �
i I
I : I 1
� I I � -0 CUI AMIONGA CA 91730
1114 I - - - : . I u
I s
I
I FOR DETAILS, SEE SHEET L-1 .2 - --�--,.-�-�,-,���,,�,,�����,���������������������������������,�,,��
I I I � : RANCH
I I � � :
� � I � I �
,
, � -
I Ii z I I �
m i : . i
: � � I
: : - 11 I'll :
: : I - I L
I I :
I .11 ,I 1:
: i I : - 9: 84-2B 2
4122 i413�3 1: : -28010 FAX.� (90' 1)4I 0
: �
: (9109)484
� : : ; I � .1
: I I :
: I I �
: � I A
: A
: I
: : � ;
_ I E :: RCS _:N :� 0 �
: : I
FOR SPECIFIC AT111:ONS, -SEE SH:: :ET L-4.1 � --- I 111 -I1- :: - 0 TACT PERSON,- AVID POWELL �
I � : C! .:D
- � I -
� �-
I � : I � � __ - _____
I : � � i - - -- - - - ,
� I I � : : � I � _________
: : : : I � � � �- -1
� : : : : ; I -1������������������--l�11--l���-�����-,�,,������,,����1--���,����,-�,-�-,��������������,�,�������������������������������������������������������������������������,�������,�,�,��,�,�����������.... I __- I
: 1 I : : : : : i : : : : :
: : I I : : : : E : � I � 1.�: :
:I : I :
I : : � : : : � : E : I :
; : : :I : I :I : I
I D .P z 1 28314
: � : N I � �
I : : F 0 R :C 1CR R Es' ,I PON! [ :!G � 'LANT: NG PLAN S: SHEET L-3.1 I RLA NO. .
� : : CHECKED :
: � I : : DRAWING NO. :
: mommmmimilm I
� : 1 'A I ! :
� �
RKING. D YS BL :
EFO :
TWO! W O RE YOU DIG � : :
I 0% :
� :: : � � � :
I :: : � I I : ; : I
� : 1
4 � : � .
: :
� [ :i : I
� ;� : : � q : : ATI: N P'L , S; :
I : : I :
: P N : : : : I �
I FOR COIRR,ES: 0 DUNG RR G :0 AN :EE SHEET L-2.1 - I
- I _ I -----��������,�--�������������������������-���,�����,�,��,�,����111- � : I ::: : : !: _' -__ SCALE. 11" - 20' 1 JRC DATE 10/5/16 JOB NO 1558 11I 3 1:,L
I� 1-11: - ________- --
: wmmm I __ ___________ ____I ____---��������,����������������,��,������,,���������_� -----�-��-��-��������������������"''�������������� �,� - - ____ - _____ - ---�--�-������-������������,����''-���� - . . I I I
I,---- -------�����---����������������,���������,����������__ ,� _ , � , __� ____________ __________
I - 1__1_________
I— I
�1,_ - I I I �-, 11 I 111- -1-11 __ - �����-���---,����������,��������������������������������,����������������������� - � -- - _ _ _ _ - - - - � -_ �- I I
I _ 1101 am __ - �
---
I
I
I
I
I I � I- I PROJECT Sheet No. L-1 .1 of 10
R N N
:
�
:
1�1_
I "I---,- I I
\---I, N"- /
:
/
I
I � 11
I
I �
I � . - .
� I I . I
II
I I 111-11-1-loll 1111 offimmom-MEN.moommummmommom
1LE, �'END -
............................................................
4
MORTAR EVEN WITH FLAT S[DE UP
�ID CASE I
lVER WASHE' GRANITE C01313: E 3 6" DIA ON Sl ES,
NATIVELOCAL R- ;D L
CURB AND WALK
CURB TOOL MORTAR J101INTS TO ACG NT COBBLE.
IONT, TOP', AND SIDES.
AT FR:
COBBLESTONE SIDEWALK
;6 CON
C ROUT
02 8 X8 x 111 C. PRE SID,N:: BLOCK� Gil SOLID PROVIDE MASONRY
-4
CLIPS AT llf 2- O.C. FOR COBBLE VENEER.
-4;
-4
-4
44
-4
0.:
TA REBAR AT 1�6 C.
#4CONTINUOUS HORIZON L
14 0 3"MIN4MUM CON,,CRETE BED
UNDERNEATH COBBLESTONE
#4 VERTICAL REBAR AT 16" O.C. wd BEND IN FO,OTINiG- . CASE 2 BOULDER PER STD 542-A
±1211
(LOCATE PER PLAN) 3"Mlk SOIL DEPTH AT
12
5 15 TYP
EDGE OF COBBLE
00
COBBLESTONE
10 U5 FIN SH GRADE OF PLANTER.
CONCRETE HEADER-112 �RADIUS
U�OL;
C fS#4 REBAR.
U6 CON' RETE MOTING w/TWO(2) CONTIN u:
n2
-------------- ...... 13
-------- ALE
------ (INSTALL AT GRADE LEVEL AT SW
---------- CROSSINGS)
3-117MINIMUM
0% MEND P A TER WX AND 50% NATIVE S01L. CONCRETE BED
BAGr*,FlLL wd 5- A ED L N
......... 07 RAISED PLANTER
.........
....................... 6"OR 8" F:�N SH G RADE,
...... low—
ASE 3
4 c 611 SEE NOTE 2
8 , 90% COMPACTED SUBGRADE .
MOR ARED STONE SWALE
X,
F.S.SHALL BE FLUSH WITH
TOP OF CONCRETE HEADER
CONCRETE P�AV�NG SIDEWALK PER CIVIL ENGINEER S PLANIS.
7 '17
411
vmw�
V
UO Ml RAFII G 1 OON: COMPOSITE WATERPR� -O-F DR kl N: SYSTEM.AT T
N" to
'D S:!D E.
VVALL IN RAISED PLANTER:3
4"CONCRETE BED CGN RETE CURB
COBBLES rp.A
TONE BENEATH COBBLE W1#3 BAR
7�7
'7 V
ZA
3" DI:A. KLIDPVC DRAINL[NES. CO:RE DRILL AND
Z- Z WN, 4'[`vlAX.RAD.
#3RE-BAR CONTINUOUS
ju�
24 DAYLIGHT AT G 'RIB FACE.
CURB&GUTTER SEE DETA1 FOR
(UNLESS OTHERWISE INSTRUCTED)
cr
V Lu
16 11 8 7 101 16 8 11 6"PCC MOW CURB
PE:R CITY STD.534, END CONDITION
3"GREE N ATRIUM GRATE, NDS MODELNUMBIER: NDS#70.
-4
6"PCC MOW CURB
PER CITY STD 534
`14
103 CURB TO GUTTE-R PER GIVIL ENGINEER;'S PLANIS. PLANTER
COBBLESTONE
AREA
HARDSCARE
6 HIGH CMU WALL WITH STUC COFINISH PER SEPERATE -4
-4
G
4
FEN: E AND W--ALLPLAN: BIY ARCH ITERRADESIGN GROUP.
SIDEWALK
HARDSCARE
R P.)
E
NAT� IGHTANGLES(TY:
EE MU C
jol[
311 D P : H P R PLANT'ING PILAN.
24N
TMIN./4'MAX.RAD.
EXISTING Clu-RB
N;
0
OR WALK
F P NOTES:
P! E w/ 12 x 12"GRAVE L
3"CONTI U ;US P RI GRATED DRA[
p
t R : A �RIC.
B - E
3 0" ,H 1 AG H� CO:: PLANT: R WA,L: BACKFILL WRAPED IN F'I:: TE:: ::F 1;13� END CONDITION NOTES:
1,CONCRETE CLA-98 5-20-D-2500,
...............................
2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE, co
1.PROVIDE SCORE JOINTS AT IM"O,C.AND 318—"EXPANSION JOINTS AT 2'0'-0"O,C.
BOtILDERS-MAX,Tio:" MIN V6"
SCALE-. 1/2" 111-10"
ADER TO:B:E USED ONLY WHEN ADJACENT TO CITY-MIA1,NTAINED
COBBL ESTONES MAX.18" WN.6"W ITH ONE F LAT S:DE 2,8"WIDE CONCRETE:H,E
3,BOU LDERS SHALL HAVE 1/3 EMBEDMENT,COBB,LES SHALL HAVE 2/3 EMBEDMENT TURF.
3,CONGRETE TO BE 520-C-25001 MIN�
4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D'MORTAR,I PART CEMENT TO 2-2/1 PARTS SAND,2000 PSI
PORTLAND CE: ENT CONCRETE.(NO"DRY-PACK"IS ALLOWED)
4.Hi ADERS TO,BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE
5.A SAMPLE AREA,McIN.40 SO.FT.,SHALLSE APPROVED BY THE CITY INSPECTOR,PRIOR TOPROCEEDING WITH
REMAINING ROCK WORK. TREATMENT TO ALL NON"HARDSCAH L[MITS OF WORK,AND BETWEEN AL:L TURF AND
R GROUNDCOVER AREAS,
6,FINAL: ESTING POSITION OF ALL ROGKS TO BE APPROVED BY THE THE CITY INSPECTOR,
7,ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISF IGURAT IONS AND EXCESSIVE IRON CONT NIT,
8.ALL CO BILE STONE AREAS SHALL HAVE 6"X6'CONCRETE HEADER AS AN EDGE AT PLANTING.
M H:N
9.ROCKSCALPE SH OULD FOLLOW,GRADE WHERE SLOPES EXIST AN D MAINTAIN A 2%MI N,AT ALL TI: ES W:T I: THE R.O.W,
CAMIONGA, CALIFORMA
c
CITY 01IF RANCH:O GUCAMONGA, CAL[FlORN1A CITY OF RAN HO Gu
C4:
...........
APPROVED BY:
<6 APPROVED BY:
.................. RNER WASH:ED G::RA:N::IT:E S I ANDARD PLAN
COLNCRETE HlEADEIR--
W:
C;O:BiBLESTONES
542
>
Ul
Lu 534
CITY ENGINFER
017Y ENGINEER
R,C.E. 249,53 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I DATE USE WITH STANDARD SPECIFICA71ONS FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 24953 SHEET'l OF 1
6 EIA
fill
W 1: DI:E C
MORTAR: 0:: B - E PAVING ON:: DER
N.T.S.
SCA,: E: N.T.S. CALE
DSCAP
V
rum
op.
co
Si t�
to
7-31-11-
f7liRenewed'D'
Date'
C
CITY
DESCRIPTION OF REVISION DATE
APPROVED.
ONO
EAST AVE TRACT 199,:68
JON
LAIN DbCAPE MAINTENANCE DIST: lC
s u
S
Nu:
THEA T CO: NER OF EAST AVE: E & FISHER DRIV
'0:
Z
R
c
i:N T: NTI N DETAILS
Go
A P]
�:P�R OVED BY DATE, 161
U-1 sil ,
CITY ENGINEER 4 RICE N U
ED
C tD
DESIGN
IN
ARC 1, GROUP
CHITECTUR
GPD LANDS CAPE AR
—ion
SITE PLANNING
10221-A TRADEMARK STREET
DiRAWN
SHEET
RANICHIOCUCAMONIGA, CA 911730
i i
(90:91)484-2800 FAX (9109)484-2802
RCS
0
3 o 1
CONTACT PER So:N: DAV[D POWELL ........... F
CHECKED RLA.NO.,,,,2834 DIRAWINiG NO--.
JRC DATE 10:/5/16 OBNO. 1558 2431
J
MENNEN=
PROJECT Sheet Nol:. 1 .2 of 10
I I
I
11 I
I I I
I I
I I
I I
I I
11 � I
11 I
I
- I
I I
I
I
I I
I I I I
I
I
I
- - - � I
I . --1 ______ --- -
I I _,
-- __
-
I -111 am --III __ III - - � -III ____ I� elim _______IN-III-OWNER�linglooloom_�__- - ____- ____-__'11111'I I —111111 1, III____ ______ ______�_ ,,I low I- � __ -IN- � - ____ - _--l-I - ____1� ____ -_ _ - � -
I - MINE= 1- — _____, __ ___ � _____ --
11 1,1,111 I��I ____- - .11--_
� - , -�
-- __�_-,-� - I
�-- ___I
_____-� -
__ I �................�� ,_______- , - — ____ _-- -
-I_____ __� -
-- -
_____ -
- ___________
- I
_-______
_ I1 --
II __ ____ -- I - I 1-1
I I I � � somonnsommm _____ _____
I I I I
I I I � - � Ill OEM ________- , � --___
I I I I - 11111111111'', I
I 1. � I _
I I 1, ____________-
� I I �: I I
I I
�I I I I
I � I �
� I � I I -
� � I I
� � I 11
� I I � -
i � I
. I i .� I f i
I
I I R: GAT110N LEGE i I I I I I
I I I I
I
I I
I
I I
I I
I
I I I
I I -
I I �-
IRRIGATION, NIOTES, too G TY OF RANCRO CUCAMONGA I
I I
I I I
I I I
I
I I
III I I I I 0
;u E I
- I �
I ;L iu I
I � ' - - ' R ,N I 'ESSURE L:0
I If i � -
I � I �
I I
: I
I I I o's SYMBOL MANUFACT R R MODE N MBEI i I I:
, I
� �
'.
., DESCRIPTIO RADIUS G.RM. P.S.I. COMMENTS � I I I I I p SS CALCULATI�ON'
I I I I I 1: I
I I I I 1: I 11
____________ - � Iff
I I I �� I 11
I i :1 I t I - �) A � � I I � -
t :, , , - I ;; I I
� � i I I I I
__ � - i � I I I I - I—- -
, I
I �� � _ _ f - ; I �
nommmom I :: I I I �
I I I I �"
I
1: :G I : ,I I
mossim I I i I I I � I
- I - I I I. THIS DESIGN I I S D IAGRAM�MATIC ALL PIP"I'NG VALVES ETC.SHOWN WITHIN:PAVED AREAS ARE FOR DESI: N CLARIFICATION ONLY AND SHALL BEfNSTALLED IN PLANTING PRIC-FAMU13Y.-STAFF
I E I i 11 I I ;� ,
,, 'WOMEN I R I I I ;I I P :� -1-
I IR - -I - I : I I I I 1 $ SI __ I _ I � I I�
L 1,MI I T u F- WO- K MUM= I I
I : I � t
I I i
M I � , t I i !" �BLE.AVI ANY 1 0 , � I :�
I t I I :1 t� C I AREAS WHENEVER PbSS - I I I �
,� t
i � l� I I, ,I :I I
I i � �
. I i � I
I Z I I , I � C �NFLI'CT BETWEEN THE SI RINKLEIR YSTEM.kNALLS,STR I , ' ES AND EQUIPMENT AN� PROJECT"EAST AVENUE LMD I
i I ,: ; � I I
E iN I PLINE DRIP � � -
NI: TAF[ TLCV W 6--1181 0 T� CHILI E DtRI1 I I I � 11 O.CIIt - S . EET LIGHTS � I
f FZ47�k i V,&I ,, �_50 ___ � I I I I I ,SIDEWALK UTILITY LIN
�I mm 0.0110 30 DRIPLINE.- 0.6 GPH:EMiTTER AT 18 � I � 4 IF D "
N I
�
� I : - ARCHITECTU RAIL FEATURES. I
� : :: - - - I
I � I I I I- I
I z � . i
I
R I iT :;A__ -,�� ,I� 11 -1 0 LOWW 93
I I I � I
I
I
� IE t V Lf S W1 H 2"SOIL COVER STA 11 Z 11:
I I
" PU PLEFOR RECLAIM D I
I
11
I
P I
I 1�111 p,,I,Ikkj, 12 � INSTALL DR11 RE C PRESSURE HIOIH. 0 w
" I 11
I I
" - I
_�R,, I 11 W-1,1I I
I
,
; It I �
— � E I I � -
7-RIT1911130MR11-11 11 101 I 1-1
., ,__tm 1
-a,gtI, I
"' __�'��,I �', ` " �. 12 E I
'g,", Z. t,
,.�,w1r,61 , WAIT R W/CHECK VALVE , I �
Rx.ai I I
*
.. I
-9! I... 11-411 � I , I � I
11 - I I � � F i . :4
M, I I I , I SOURCE OF IN' ORMATIOW TED MUNSON
�
'� 1. � I- I W ft9wummw - � A I � I I - - I f ' 11
I I I i 1� I I
i I I I I I
I I I I
i I I I � � �
E I I
I I I � � I
N I
I I � i I �
I I I
I I H: 9 i I - - :
E I I I I �
I I �- - E PINE I 'GA VALLEY ,WATER DISTRICT
I I f , i 1 : � i I � I iN
I 4 I A ` � - UIP I IERE CU:CAM'O;
-
� I
� I I i �D DIMENSIONS SHOWN ON PLANS AT TR SITE PRIOR TO COMME: CI MENT OF ANY WORK.ALL DISCREPANCIf S S: 'ALL S -
� RIFY ALL CQNDITIONSI AN'
Ili, `R1fflvK70 --I STAPLES 24"O.C.,LINES SP CI D 18"APART 2. CONTRACTOR SHALL VE
,�i.-.;�.-.!"-,�-,!-,"!,!**""!.!�",!""��.!', ".-I
,
,"
._. ,
. I li'11� , ,
-
ii
-
"..
I 1,10
...��
� 1.11 I NEET L-2.2 i�
I
- 11
�
��
I
�_',
I 1 4
""
. I Id �
" ... SEE DETAIL K&L5 S' I I �
, I , -
,
_r.
I .�_
�r_, I i :I - - 1 I � �
D : � 1 1 �
I :� � .. I TELY TO THE CITY.
.1 -I IRECTION IMMED, I
-,
.�
11 ,� 2.0
'I 1. - BE REPORTED FOR:
I �
I t �
I x I I ,11
�
I
� , It- -_
..- F,-I 2 DETAIL IR,SHEET L-I I
""! , I
""
i -7
I.
-N -
" 111,11 Pi -
I �
�j � I I � - N j I % m I
� I� ,L . I i i
I � I t
i �t; j- x I : i � . �
I :: 1 � I z : I f � I I � -, - I
N I I Z I I
I: � I I I P N t H
,I I � L D D � i- � I I I I 11
�E � i I I I I I I I
:I_ � I I I � �
I I
� I ;L ER HE
I
I
�
- i t,,It 11- 11 ; 1 ERGROU;� '� U'TILITIES,PIPES AND STRUCTURES AN I ESI: O' SIBILITY FOR T
- 2 1,I 1 I
I � 3 :H - , T MIS LF[HERSELF WITH AL LIN I :
I
I It I , 2 .1 VA VE-3 MIA, X_1M'UM)GP1m. 14
- '
� g 0 .1 - TI IE CONTRACTOR SHALL FAM[LIARIZE IIIIIIIft, �
Ii 11
1�s 90 -
I
I Z I � � I I
q f I� � I I I t -
11 �
1�
� I I I I Oi I I I I
I " :� 1: I .
� :; 1: � I
� I
I E CITY F R ANY DAMAGE:OF SAID UNDERG, 0 i �: I
1''g i I � ;ENT,AT NO COST TO TH: I I
I I 2;4 � I �P 'I I REPAIRIREPLACEM'
�0 0 ; I I I '
RAINBIRD 181:2 SAM-: RS I I
I I I i i
A I I � � P R UIND FACII:LIT:l1E^_
I I � Q. IT , - ' )
" kmmo- 2 LOW VOLUMEDRI P DRIP 0.12 30 SEE DETAIL M SMIEET L-I
I_
j I ` 15 - :1 I
1� I EM: - I I
I � 11. 01 SQ_1HLF Nozzles SiIZE-w QTY- GPM- P.S.1.LOSS:
I � 2" ,-L", Zu
,
g , 11
,it I I I
i"s. ,. I
- I I
;P,� I Z ,I WATER SUPPLY LINE Z L.F. AT 14 GPM 06.57
: I t, I � I
I I I t
U I I � I � I i I
i E I I � I
M MN I - if
�
� - E Z 1� I I �
I �
�
� I � �
I , �, I m 01.10
I IR L: R HEADS AND:VAL VES FOR OP I'MU COVERAGI WITH:: 1"t I` AL OVERSPRAY ONTO W ALKS STREET'S WALLS, ETC, WATER METE R S IZE: 1 EA. AT 14 G:P
FL - J4 i-- 0
f I , � W I I I
"im-li, 4. CONTRACTOR SHALL: ' SH AND AD! UST ALL SPR; t,K I
mm I 1 0
I I .1 I
.,
ti.
� a,
,
I �;. - - I I � ) �m
I I 2 I � � , , I
I . " I I � I
11 UR -_ f:: t I I
I I i I I I
� � � I I :�
E I � ;� I I I, ; 1! �
I �i
N;G i I *PI_ � - I i
� I I I I IM
I I �
__ I I
�
I
R ; � I R K I � - - I E REGULATOR Si iE: 11/4 1 EA. AT 14 GPM 23.00
� �
.t . :R- SS: I :E COMPENSATI: I N0ZZLE S I EEN(PCS)IN'ALL SP 'IN: LER HEADS AT INITIAL CONSTRUCTION. R SSUR- Z:
It I I I � L: CTI ON AND INSTALLATIONOF A:p---_E- -
I I
I �. I I THIS SIH:ALL INCLUDE THE S' `1
At"'. �q E I ;c:
�� I
1. ?I I �
I �-
. 961 jr.�,- I
� I � I - - : I i 11
I
� . I �N I I BACKFLOW: 11/4 1 EA. AT 14 GPM 1 1 II010
I ;;:; I I I I
� I 11
� 4 - � I � �, I F-- - -1: I I i I- I I
� . f "7 :N i I I � . I li ,� I I I I I
"
� I 1 a I ,i 2 j A , -
I
I 11. R � 11 I I I � I
Z
- I � __ I I I I I � � � F1
l I I i � i Z I
I I
I :( .
I; � I
1. 11-11 Zw I �OTES- 5. WHE VERTICAL OBSTRUCTIONS(I IRE HYDRANTS,STREET LIGHTS TREE'S ETC.):NTE: FERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT GATE VALVE:S)-
I " m0m: I - f
I I _ I I I � I I-
, 2 I I I I I I I , E ` - K M I I � I � 1. 11
mm� - : I � I � I I
I 1 � t I o -
I I I - I ; I I � - -
R I I . I�, I R, I I I I 1
7 1 ,.,,I STTH f 1P � I I I
. I I :4 i
, "
#1 il,liiii,� �� I AL F:ELD ADJU�- S � IN LER SYSTE: BY[NSTALLIN A QUARTER CIRCLE:OR HALF CIRCLE SPRINKLER HEAD MAINLINE(SUH4110)-, 11/4 2 EA. AT 14 G I PM 00.20
- i �
I " T1, PROPER COVERAGE THE IR GATION CONTRACTOR SIH
,
I ` .3ii", 11 � iL I
I
I , I I G
Jr lffl`M 11-
11 I � ;� � z 1 �
I I- 4 I : 1
* :LA I iN I ; � I 1 11/4 15 L.F. AT 14 GPM 0019
1 i
, I RO , � ) I I I I
I I I fMI I I
I I � I E I
-- I I I ;
I I I I . I I
�F I � E L � I �
P.- I i I E I � I � I If
t - � R i: i � � I Is J I � ,L M E I I
- - L F R I E I " �
I Z E L It 1j1Z_t'
I I I Z -
� �
� � i t - I� i Z G I : 11
� ZG I ; I
I
�E zR I :
I
I I :-
I
�
I I � I � � __ 11/4
1
I I I I �PAI; IN' ANY IIRRI` ATIO :LINES VALVES AND EXISTING LANDSCAPE AREAS THAT AREDAMIAGED I �
�
?I I :T ; I . I SPON 18 - � I
F11,- Si:DE OF THI OBSTRUCTION SO ASI TO P) VIDE PRO �ER COVERAGI .A L ADJUSTMENTS SHAL B1 I -AD: AT NO ADDIT 10NAL COST TOTH' CITY.
I I � I
, � -
I """it mr� I � - S � B8,ITE I I' IOR,TO START 0 COINSTI LICTION. CONTRACTOR IS RE- E: 0 ANY AMAG: 0 EACH
X I. I NDSCAPE CONTRACTOR TO VERIFY ALL EXISITING LINEI 10NI JO' -_ R�
I i"', `�"` V" I I I D AUTOMATIC VIA: V 0 .35
""
ji I- 1 1 EA. AT 14 GPM 2
_0 - -
I I
I
I
I It �I i,111111P I CAUSED BY HIS WORK. CON' RACTOR IS ALSO RESPONSIBLE FOR R
I I N: ; ;
I ff X I � I I I I LATERAL LINE SIZ: :
�
.
. ; I I :1 I I
I � i I � � I I � L I
I I - I � I N I I 15 L.F. AT 14 GPM 010.19
N H I I ; - ,R I iF I I I I - - I I
I � � i - u ( I �_ - � I I
�
I �
*1 � I : 11
I I
. � I I :E ORANGE W RIES ALONG THE ENTIRE LENGTH 0 THE MAIR INE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH.PIGITAIL 1 3.0 L.F. AT 8 GP-M
N I I I I; ; 6. 1 STALL FO 'R:4)SPA
I I
"I I �I,;� DL1R' �G CONSTRUCTION. ALL WORK SHALL BE WORD[ ATED WITH'T IE C TY'S REPRESENTATIVE.' - - __ I-
� I � I� I - - - -
I � I � ,
�
I
�
I III � I I
i � z �
I . - I A � I I I � i I I 1, i
I I I i
, 2 � EACH ORAN1 � : � � I TERMINAL STRIPS IN ENCLOSURE F10 I I
i : �NST LIL I :; : 00-50
,
I i�ll I A- GE WIRE AT THE ENCLOSURE.f I �
" "Itt, 9 :R IRRIGATIO WIRING. 11
A ....... I iN
�I.,
'11, - I 1511111 ,
1 J-A111I 3A 3,88 L.F. AT I GPM 00-15
11111111 Z
1, 1: F A
� �"Ir
, *'I 9 I
I-
J .,.�',
p -
I I
.
J,1111,111 9 - -
�
Z � � 1, I I
I R - � I is I -, I :: I I ,
0 , � �
� �
I � i,; - Z � I I
I
I i: 1 1
� I- 1 ; I I I I I :D __- F R I I: i I i
�
IB I M, � I � ; t � I
P - I I I
- I I I I : �
: I
I � :: I I
I - N IIIIII) I
I I - I I I Oi I I I I . -
F I
� I ir ""I J9 7. IR IGATION SYSTEM IS 1 ASED U ON A M`AX[ UM OF 3 INCHES OF WATER PER WEEK(TURF)AN' 2 IMCHES 0 W ATER PE I WEEK(GROLINDCOVER/SHRUB-)APPLIED FOR GATI I HEAD PRESS RE.
"' ,
I
I I I
� , Am, I __ I I � I 0
., ..
i I - - -
�, Y 0 :: _ _ -
,
I III
��*` � I I I I I t t
I 0 ::m N E I i I't
I I � M I � I
I - lR I I I H I I I THE HOURS OF 9-00 P.M.TO 5-`0 A.: .0 LY 0 E VALVE P) R CONTROLLER SHALL ORE ATE AT A Tf E SYSTEM LOSSES SUBTOTAL-. '
� , A-1 ,I ' E ,: N � - -
AN,"" 1, I Q I t ,
lu&�� �
I � I I .
-- A � ;P � I I � I I iN
, I � i : �, R
,� P. Pat ,u � �
tg - I
'm
I i I I
,
I I 1�I ,.,�I 9 11 'MENT MANUFACTU -ER MODEL NUMBER DESCRIP ION It lu: I � T/5 DAYS,A W: EK BETWEEI P .- S I4 � IRRI - 75.2�5 1
J.11, �Z 8 HO IRS A RIG: 30.0
a
j
i
fis 7, E
.
,
, ,,,
.i�
��
,,,,
1. ,i � T TAILREF I I
I '�I .I Z __ --
I
t`,� "I /� Dt I E
I I
I � I � �
M I - I C 1 4 I 0 1,; S I
li��__; I I i � t� I FITTING LOSS: IS(1109/( OF U,BTOTAL).�
-11
�11 I.-I'll�1-1 2 I I � I
I ; i I I �
I I ; I , I
I � I I :: �1, I % I �
I , I ;I , I 21 _: - - ; I I OT52
�
- I � , U OF RAA T[NG PRE , ;E I i ; I : : I 1,
, .. n't.", I
- � I I I I I I
I ,
It i�g, ?", J,ii;i � � - 1, i I M I I I T I I I I I
: � I I i
I Z I I � I I
:2 � I
I , It, 8. THE SYSTEI I'S DES GNIED1 FOR TIRE MIIN111M� tMh E � % � S'S U R AS SHOWN AT EACH PO NT OF CONNECTION.THEMAX[ �UM DEMAND OF GALLONS,PER MINUTE Is ELEVATION LOSSESIGAINS(EILEV.x.43:3)±- 010.010 I
I .1 Ap
, ,
-
.
,� , "- it
'"",
'
. ,�� E I � I I I -
I I I: �;� -1 I I
I [ I I I I I I . I
I I . i � I � I _ I
I I � I
L I � I I I I
I R � I I I
I I I I �
, I - I E ,F I I �
I I I
; , ,
I E i R F I E IRR11GATION CONTRACTOR SHAL VERIFYTHEAVA1LABLE WATER PRESSUI EATTHESTEPRIORTOTH: STARTO INSTALLATION,ANY CHANGI S -
I i,�, ,ATER METER BY OTHE S.
""" DOM; STI'C W AS:SPEC': IED:.TH:
�: ,_ A, N W 1
., "t_�
, _.
I, It
"
. jk 17
'i
Z
I 'I ..,
,
F 'It"
p 4.....
...
_�
i I, Z I � � E
I
� I [� � I
I I
I SHALL BE BROUGHT TO THE ATTENTION 101F THE CITY. �
.. 9 I � I
I �
� I I ; � *
I I
I �
�
� I
� � I � I � TOTAL SYSTEMLOSSES WITH PRESSLIR,E REGUALTOR: 82.77
:, I 1 I , I I
I 11 411-11711' , PROPOSEDELECTRICAL UTILITY METER PEDESTAL BY OTHERS. I
e .�
I , �, ,'�, R
I , ;
I
: 11 1� I
,i �
AN
11
� I I
I i :III __ ��: . I� I
I I'll, i 11 �
I
� I I I "I S I 1 Ow):
,�,4 I I LE PRES IU!RE(L
I . : 4 AVA:LAB I
I �1- U I i I I � I I
� I i I
I I I I 10 : I I - 93,00
1 ,
11 � E � : I i I I I - .
I � I_ � I
11111111" � _ I I I ,� I -
7 i D I -
I � I I I � I I
� I � I
I I
I �i t - zL DEFICIT OR(+)RES[ UAL PRESSURE:
'' �
�
I I :: - I I I I i (+) 10.23 I
I L I I Z I I � :
� I I !
I E ; Z - IN � I ( E CONTROLLER),OR SB-22SS,WITH CALSEN
A I I �:- x �, I - - R I I
i 1, i :i I � �
�. P I � I I AS SHOWN COVER I 1 6, S � IN �L:
I D SCH�410 PVC 11 - � O I : ER
I J g�lpt ,. 9. A TOMATC CONTI 01 LER TO:BE ACALS NSE ET2 OOe-?:STATIONS)-LRIRRe W/TP 1,TP1 1:0 AND LR-D M,E-RRe INSTALLED WITH[ A STRONG13 X CONTI O__
,
L 1121,5419", _ A PROVE I�I � I I R iL ( 0
.. ..... I ENCI OSLIRE SB-1 I�
I �
J MAINILI I&Z 8 � I 5 'SS WITH CALSE �IE OpnOW ON' (+
� it .1,11,11' I y "MiNIIMUIM. IN �S,E OPTION(TWO CONTROLLERS)AND A SEPARATE METERED ENCLOSURE I I
gjgt I DETAIL 0,S' MIN L-2.3
I Is .11M 'S'd
�� I � t -
I I ; � I I Z �
1: 11 - I � I
� � I :, I :,
e N � I -
� I
I I I H _
1 I I � I
. j I � I �
,j :: i i I I
I I I I I
I . i I
I K,: I Z - Z I I E. - I I �
I C t I I I t t � � � �
� �, E ::E CONTRACTOR SHALL PROVIDE A TRANS! NT:PROITE TION BOARD WITHIN ENCLOf S_1UR *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 70 PS1.
I Z ; I
I � PS,-A1 6�1:0K.ANTENNA PORT I STALLAT]ION TO BE PROVIDED BY TH: CITY.TI - - -
':
,
,
i
il m:
,
`
i
..
.. � I
,I, -
I .
;.
- -I IE K E I t M iE I I I � - : - - 11 � I
�
I I
�
_
Z I I
I I � I I
I .
I i D - -_ - - I I I
I I �k� I :IN � �
I � 1 .14 iN I
I :R ;E I I I I I I
I I
R
. - : 1: ECTE BY A REPR SENTATIVE OF THE CITY, CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSA Y.
... i - , BE OP RATIONAL PRIOR TO THE CITY'SACCEPTANCE.ACTUAL LOCATIOR OF THE ENCLOSURE TO BE As D- -
� ;. I I � I
, I
I
I 1 � � I It VICE w-/: STALLED:I STRONGBOX
�
I � ` EA WIL INS 375XLB SS 1'"REDUCED PRESSUR BA,C FLOW D SYSTE: SHALL
I
I
_� ,
I
"
I
� 11 P�. I
:U. I I i � � �
U1.11 .1
, ,1. B 0
,"'
I I "t, _� I 1C E I I I
I
,I, IT... I� STA NILESS STEEL"SMOOTH TOU IIIIIIII"MOD L#St BC-3 CR. - DETAIL J,SHT L-2.2 �
�1�1 11
I , 11. I
-I I. i
I
I I z I
I
I I � �
I
I i I :� �
- I I � � I
I I ; Z � :� I i I � I I � I i
x N E D : � ;
.2 I ! I � I � �
'. 'j .11 �- I ': R HOOK I -� I � i �N . — __,______ ,
� I ; �� 1H I S , Z ff rs I E i E , ________ -_
�" I I I i t THE CON LICTORS AND IHALL BE RESPONS 1- � I 1:
I I .I, I N - � I I �
I III I- � ) I I - - 0- -
� .
� �. I
� I �
� ,.": : � I E I
� I I I I � I EED D F �R
M I �
I 'i .."mi E � H L I RPLY THJ CONDUIT F ;�
- I 10. TH: C 0 TRACTOR SI :ALI S,UI ; ,! I BLE: OR TH: POW 1 -:UP FOR THE IRRIG ATI'Ot - 1- - . ____________--, _____ - . . -IN - -
I
I I I C __ i- � � I 1; ,� I 11 I
-C 0 1� I ,� I
ZE � � I I I . I �� � � - __
� �
I E ov :� � . �
� M � D I � %
-
11 11 . - iN: � I � L11 T RSAND M TER TO B PRI IDED BY SCE COORDINATED AN PAIDFOR BY THE DEVE: Ot IER.
I',I 11 01 WILKINS WYE-S-YS-1 50 1 1/2"':STRAINER. CO TR_0-LLER,ELECTRI-AL CON
�1 I
�', -
-
i �', �
I
� A,,�J,'g �
I , -
I �* ,- ,
,-,
ii-
"I. L P
,11.
, ig"m
N11 *P I Z
, ,
11 ., - -
I I I � I
I. � I
�. I
-im 11- I 11 � I � ,I - I
I I I,I I � I �
- �� Id I I lu I
ou", O
I
11 1.` I i � , URE REG LATOR N'-- TE.
, DETAIL A,SIM11T L-2.2 RESS: I
,
.
v ,,,_
" I f
,
I: 11 �. I I
i
,
, -
I I. I
II I I � � I I � I
I I i I �
I I I
I
I U I i I
�
I .... �A I E E I E � IIIIIII
,� I Z SSURE RI G LATOR ON ALL UNITS WIHIER: MAIN Lf E
, I INSTALL A 1-1/4"WILKINS PR:
I
M ; � I I
E � I I I �� - __ -
� � i i �, � 1� i i I I
M �
It 11 I,j __ ,I
W � I iN � �
I 5i �
t I �E H � I I I-
i 1; :� �
, I
I �
::: I
I I � ;
I III. . -TA L I CTO ALL SET REGULATOR TO 710 PSt i
I I I _'S E t I X I O I G LID I
I : I E BRAS GATI VALVE,I STALL I N:N_ -W VALVE BO: WIT LI CKIN:
I` ., "I WATTS 13�6400-ss LIN&,S-1Z JE ,1 15 SHT LNI PRESSURE IS OVER 75� S1. CO T RISH
,
"
�
11 -
I ...
. I
I I. . I ;
,� 1
, �� � I
I I
".
�� Ill 1::" I 1
III 1 I
I I I
I I I
- I
�, _____- I
, � - - - I ____ - � ::
I, I
_1 t ____� - I I I
- I � - - I - I 11 - -RIM -__ _____ - - ______ __ I I
� — I I j
I
I � � .. INNER
11 N I I smosomm
I
1� . E REGIL111LATOR.
I
I �
I I I,.,, S WILKINS 5010 HIR LIN E--SIZE PRESSUR
I �
�
I - R � I )ETAIL B,SHT L-2.2 I
s `
�' 'A -
- - 1 1�.
-
11 ...", I
, 11- "I I
,� �� -, - - ,"-����..��-�,--;�:i"::,.T,�"":......;,-.�4. ;ItIm. I
" ._1_1
,
, � M, ,
� � I::- �� III I'M I : - I ; t
��
i I.
I I
. I "I'll, � �
, - 4 1 D
. , 111*1.,39. ;.11 __ - m . 0 RAINBI 10'0-EFB-CPP &D In __ � I I I. I
,
; I
i R R I G I
11
. 11, R � EFB BRASS GLOBE VALVE w/Pt ESSURE REGULATIR MODUIIIIIII,E
5s
. 0 I P
1:
,
> MR , It I I
i I I I I I
I I I I
11 i I ! I
I
.1; , ,ALVE BOX WITH LOCKING LID. �
...
I I INSTALL ININEW V
�
li
.
�
I
1". I ;�, DETAIL G,SHT LEI
I 1�: .., r- � - -
1, ..�-� I
- -1 -
I I.- It "I
i� I. . I
"I . I 11 I
- t. ,� I � I . I
I t" I I i
I � I I
A i I I I I
0,1. D I I �
. i I I I
af "i �1. 0 I I I
, I I
Is NETAFIM LVCZS801: 075�HF Ill HIGH FL1 O-W LOW VOLUME: 'RIP CONTROL ZORE KIT,
. @
-
�
-
11i il", I 11
,.: III- ,
"i 451111 I I 1, �
. i I f
�....... : 1, I 1
m
-�] MR 11 11 I :� - ,
,N Z
r I - i l :,
. I I
,
''. zE u ALVE BOX WITH LO KING LID.
I ,v..
"'. It STALL IN N W V
k.s "R I
,,_. . I C �1; I. �
i14 I,,= i - ,
,. �
i: 'a.v '', DETI F,ISN'T LEI
1
III 9 ��: I
�
�. I-
,
It I
�- I
. I: =:t ��I� N - I
" I.; 0: ELSON 7'64I5 1 1
. I �
I
�.
� I
ti. , IC L ,A I I D LOCKING CAP, I ��!'�,
,
��
;�- u . �
0�_ III: :;,� �. 3/4'"BRASS QU) K CO P ER V ,LVE WITH AGME THREADS:AN
,
,
"
I
,
�
�
=!: j I I -
, I � I I
� .1. I I I Z
11 21 ;I I I __ I �, 14 I I
� I � I i 't I I � I I I �11
.: ,"I H � . =.t .
I
� I i � I . , ,,I I I -
� � . __ I--� � ..
- - , I I- I I :
I - r: W'T (2)#7641 KEYS TOTAL I �ET I I I �' ,. I I
I.
T ...
� I I I I_
I
-
I w �, II; ,INSTALLIN NEW VALVE BOX WITH LOCKI:NG LID. �D AIL H,SINT L-2.2 I I -1 " I �
I : I
I �
I � I �
I I i I h"!
I I I � I 111 IM, II
I -1
�', I I i I 01- I mgm, I I",
r:
I ,
.., , I H I I I'll IN .
...... "
-1 ..... r� � I .1�1 '_'!I, ��19.11 %I...
''." � .
-11 - -
_= I 111 I I
I I
� I �
I
: 1 I I -; I 11
I � " i . , I 1.
I I , I I 1,
__ ". - I I I
1, - � 11 I,
I __ i - � � I
i I I I
� , I .. -
, 'm I .�
, _,I, It M "Itt,
'. , I
I
- I - � -
I k.,�, I � � I I ",
I 1, I t��'. I I .
I I I " ! I t-_ I I I I , I
I I , i _____
I I I I '�, I x
� I I � 1. I
�. ; . 4", f I - I I � I it �
, �
I " "' � GH T I T .1 5 I i ,
...� , �
I
.,
, I.- "
I IT ,
1 I- I E _i,
11 11, �- k , 11 __
I �.im -E NETARM TLSOV 1/2 ANUAL FLUSH VALV TO LOWEST END OFEA I DRIP CIRCU1 N I I it.
_�
�I I ,
"
11 � ` I I � )
11 ,m E I I " .1 �
I I
I
�
�, "I" I - � 111, ;N ,
� I It -
11 I, 1.� -- I i4l' I � I I, '.
4, .. 11 H �
,
,
I— ,� I I I I I - M � 1 1 7 I `
- t � I : :
I I 1 8 ROUND BOX WITH LOCKINGILI'D. I m i I "lU,�, I - I
: r DETAIL P,SIMIT LEI I I I __ I 1: I " f -
,
,
,
I I I I I I I m
� I � f, , I : f
I ". � : Mz " w! f I I ,,,,� I
"'
I
" - , : I -, I
I I I
I, i
, � I " I I 1_11 'Ir 111, I
,
I Z . I IN E I :G t I � �'
U) ,� XISTIN: - I
I I'll
- il
- I , I
,,. ��ffl- 1 - i.�111 K IIIII I
'm 2 > 6 I I
,, � . f , I -im-
i'� : I ; , I I
I
I ,
: : -_� �
, - I
, .. * I
I- I I 1�1. I " I= ,
I I.
I m"R � I I I I PI:LAN 3!B irm
� I ""I N, ilN ,
"I �
I �, I � I ,
� , �
.1", 4 1111111, .� 11 11
- �
I " :R 1
I M - 01 .'.-- I
, I
, ,11. Hl SIT: ': IIC,AL . ,'I
....."g, Z �. " " ."
I - 'N. I
I . DETAIL�P SNT L-2.3 I � I , � I
I `1 I
1.111, I I - 11 ___
. IR I I
" 2 I
I I " I 111111 PLAN 1 B � . _11 -il
�_ 11 I I � - - 01 __11 � -
I - i.
! I I�
I
,
�! I 11 I I " I.
I , I 111 91. I '. �-
I I
I I -I I I 1, i I
I I
I 2- I � I I ll SO - -
. I I - ' I I s, i
t � � Z I
I
I
Ix t I I I " .
E I I I I I
i I I 11 � HOUSE � .1, � , ,�,,��
�
f .1 ` I " .1,
�-� K, . I ,
I �
� ,, � : ..
� I ,
. I - "
- I I I I Ii,
I � I I . "
I I 11 �. CALSENS: FMA 1 iH. ,C FLOW METE - - I I . I I t il, I 1, I
""'
"'I
:11`�,
111-
......�
�11
m
,.111 (9 801 PV � I
,; ` I _
I ,;
: I I , " I ,I -
i I: - I
I � -: I : I
,01. RE I ' I ; - .,
, I
I ,K'. ? D I I"" I...... .Ai I i 0 .1,
ETA[L C,SHT�L-2:.2 ` IM: I I . " I
: I ;
� i RM I I I ,
,
, �
,
'
I
�
I 7, �e Lu � TO, : MAIN I : I I
1
� 1 I I! ".: I -
Z I I I I - I
E I " I Ili: 0": I
� I 7 1 I
lu: I . I im�"-Ii_ 1111111; I - i
� ::
I -
I I i
I �1�t .I :I
I I � � I I j . V " I i I
i � � , u .� I-- 'I ________ - , I - I I
I I RMALLY OPEN,M " I I � �
ji� -��','.miii (9 S: P RIOR. 13100 I, 11
p 1:'I NO- . I I I I ___11 I 3:: I - I
II I �: _._____ - : _____ I- -
I I ;: _ __ -
I I :1 - , � Z. -
I I "' -
�
-
I
3 1-1 I tttt"""tQ I i .is I
'El 2 w ASTER V ALVE ____ I
I" 1,11111111 ,�x", ,
-_ ....,
I
I I I
11 .1.1, 11 I , -
11`5
I .,
i
I `
I till I ;
"I" , � �
;" I �"I
I 1-1111111
4 I. ,
I 10 50. 1 X � " -
� .1- , --,Ll,H i I I
III ,,t-t.%,.,j I
. �k�>._L._._,, 11111 I
'If I t_1
I � a -__1. __ I I I
� 0 ., " i'_i ,
,
I.
I
�
1 E�S3.'.Miit' : I L_j I
DETAIL D,SHT L-2.2 w -li'.'ll"-"", . ����--,�L..-,���-'�-�.'-'------'--�----'--,-��---� ` I
�' "',
, ,
I
I
.:,.f*"�i'����,.�.---",,---"�.�,--.���"Is I I
I I 1111111,11'I`11" �
� �---,,-..--f---.�--------_,�f-l�--�----.- "' P--�! I
E .-,..�.�-------.-,�.�..�.-I.-��-.-�� T I ,"
"I"'
I
I
I
;� :�: I C -_ - 1 2 i� � I I I i_f I I .111-1.1
I Z c CALSENS: ET2000'e-1 6�LR-RRe N I i".11,1_11-iii1ml ��fl-.-...--,,�L--,---,f,f."���----'�'------��----.,�""�m� I _� 11
� ""; I � i �",
16-STATION 1IRRIGATI ON: ONTROL ASSEMBLY IN CA. SENSE SSE-R PEDESTALNO,ut;� TED I __ I .
I -
I ., � 1 7 ....
i I 1 I i "' � I _n I � -`
� kZ111 Z
I � � ; I - -� , � 111 I 1112
� I - --...-----���������������������,���,�������������,����������- 11 I I
I
:
-
� 17 TP-1 and TP I 11 0 ENCLOSURE CONNECT TOP u 'I AL. � I ; ca .1-1.1....I 1 11
`
11111, , r I OWER AT METER PE___L S- I I I � 'i i __ I �,
I
.1. I
*�� . ETAI'L E,S!Ht x I _*'?`._�.�,�WsI - %::��tij,.� I I I
I ;T L-2.2 I .,__,,_,`: I I
I I :D � - , m ME III-,I '... I I's
r I
Z L LI 10
_ I
111 F11,41 � � I I I
� X : -.1........ , I I ��
` I '"t, -� I _1* " �
I - �
,
, - M I I "
I � s, 111, - lim , I
9. �.� �I I I I
" v, U I - ! I I
,
I
� I
, I ,- -" 1_...- � Y'r I "
� 11-1111---'s ".-mig"ig ..,.,�.--,-f�,�f�----Y?!-",.---������'t I
I I �, ,,, .. , "
-.1...' ,
; - . ,
I I ----: __- - I
------
I
I i��
� Zi I i , 1 � ,
: V, 11" llt.� -ItI
ti�_ - ,
r �.
k_%n%� I
. .......
I .
11 ' U I �� ",
""' ,
,
""' I , , ,
I a V. APPROVED SCH.40:PVC LATERAL LI, �E',SIZE AS SHOWN,MIN.SIZE 3/4" COVER 12":MINIM M. ., �
`_
I i� I � I I
i
I ,I
. .... I I I ms,
I - I
I I I
I, 'I x F I i I ,�i ig,�- I I
mit,
I"',!..
I , I
I I I � .� I
I ', �
..... I I
I �!
R� OF� I � � , : I s
I t`:I I q. "'I �
I I
- - I I
- I I I I
t I'll X".1 -- - I I 'Im -------__________ 1 I
I 1.11 =____=____ ""',
III
I I _1 I 111: -1 ,
t _1 11 �
- ,
: I ig . 1 . I � I'll
I
I I I ji Ills, I 6,
�._ I 11.1 I �Vtsll
I
...- - � I
I
11
11 . .3 Mt..
- I- I _ I Hi�
I r ..... --- ilt,"I
".
;� "a APPROVED SCH.40 PVC SLEEVES,-SIZE D 2X LARGER THAN PIPE TO BE INS-E RTED, UNLESS < ",
I I __ I
I I _ �
I � I I _. ,,�
01' i I I I
.; OTHERWISE NOT', D. I I I - ." ;
I 11,111511111' 10
; -
�
I N Z I-S �
I ,I" E I , >�
, I
I
,
- � -
L
- ,� 11 I, - I
I "�, i
I I i :uj "
I .I , It I
I ,; ? - �I, � t
- t, ...IiIII' I
",
g - � I _ '. __ I
-
I
,
I .
,
I � I ____._..__, I 71` , �
I I I _.I_ ��, .I.-
� i I .. �* -
I . I � Is , i't,
..'... I . ,
2 Z I I __1 -, � I 11 . I
I ; �� -
_ I : -.1-
4ift, Z - � - C-11 .. _�
I ;� - � I:
i, 11, 2 ._.. :
I I 11... I
..
I I ��� - __. t� -
I . 1 1 ,;
It . I � i � : ,I I I ,
� � I - -I I�;:� I - t,
I I mwj ` I I �,j .
-I I :� I i -
I I
; 11 I .- .11 :m :R
I , .. - P�Ioi!Z.o "I .
i .t I I I m I
�� I ,
- � I I _ I
I � I ::- I -
� 2 I I 604 L11 1T OF WOI: K
I I ,::d ,
I �
I . ��� ��
;I I- - ,. . 1.
, &-_� 50, YD�ROIZ:ONE LEGI :
Is
11 I , ..
III 0 �� ZZ IN -
"'
-
1. v I-- . �,�_11`1
Z m �. � 11 -
: � - 1. 1111
I L'.�it,, ro, �...I �;' � - 11 11141I
I � I
",
� - ___ i Nt;=11 ' - . I
i ,
� � — ....... _ I � &
I ii imi Z Z u , - � 11,1,�:
-am: ... - -t, 11
I ,
:t. I II�5iii --
._ - I- ��
� � �,,Ldtl mommmmc=-: WE — ---m mmo� ..� lomm�Elft -41 -
I
I -� - :,,�' il__Z� 2
I ____.__ � -- " ?
-------
- - __ '
— -,
I ..,,; 1; '...
I I 7I.-Iff -_:;I 1=1.�
tt:i-- . � -
mm� Emom 1 I.4- " I`- MI._��__
I I I 11 I- Z,M ,I.
: __ ____� I ROZ01 IE 1 (HZ1)- 4,428 S:,F. l�= I _ - � I - - Imm. ......... amemmftg� xmmmw Jw I I
__ . HYD N I
I f, 'mmau, ? MOOSE . `I`
-
-
I 1, ,,,4, I no9w.im � � ; I R§o�monsom mmmmmmmm nommilmm maganump - -Il���1111-1 I t�o�����.,��-� I I �
" � � . ansomm� mmmmmow wommoomm mmoommum - :
, I � . : . nomenomm I
1 4 -��,��������������,����������,�,� - -11 -Waxx-omm monlimmmm sommagow -
I III
�, s � mommmmm I amamosom m-lononsm-m � smagimom __t__- ppggmmowm MEREERM moogmsmm im-AMOVIC ��e
� No� mmilogglem -----,--"M goommom� imamommom I--� - - ,_,.I
� - I _ V .
, I __ - I < v � -
1, -- . . T gmennomm - monamosm Ammomom usmuwwwm anommoom gmmmmwmmm ommommmmomm __
I I - .
I II �: y PLANTER AREAS-LOW, WATER LJISIE DRIP IRR1GAT1 ! ---*mom= mmiwmmmm � _: -
: A 4S
- I � �-
-1.1'��!!I!i P tr;e amommmm =_-_",1, mm-n--m mmomm - � I Z
�-
%__ ,g�l t�,xtt.."t?'" I ffla-l-mmmm= mmoommmm . . " nown-� �
III� - maimmmmm " ,= I 099"� - �
offammommumm ymmgm
1; asokmwgm __ .� BORROWED 649�-
I `� I- A*. ._`t OFN%9�- 55milar��� I I
I I I nummossom i
- — NMI- magow,wo- ���: — E�E�..-I 3
I ''I �wmz;; - I 120� ;11�1'1_.MM
le
,
- I rj_,IiiffiM,g � �_Ll
" ;5. I
,
- � % - 14 opeomm� 1I- - I ��'11 I mauigamon summon9ft
- MENEM= angwowm- -mow@Kd�-- ____- onawfillm am
,� Z=1 - mosoli�m N"wmwAmw
- ; ___ ,, _""`_!_ff'11�4`q - 11
I
� -t_.__� -:_,g� 'Ice 0 w....mm O"w� OWEN- I'll"11.wIr- .11- ,,, mi"i - ?
,1
..
i -
It �
1, �- - I ON FOR I , -m WERMENERE . ......
I I. �
I -
- I 110--- _ -, M.- �........s:z Zwom Emo� MEMBER" Emomm i 1.41, I ,
I- �- ,---�x� - . :
"'. "101 w 21 I EE ___ !:I
. I ____ I g. ��.' .amw, ...il'..i",l,
10, �i � P g " �i
nis 111 I . I....
. 11 R; '... ......... -.--- .�
11
irt 111 SHRUBS GROL -..........- , .. s 1-1-10 im MiLmimmw
1111 ...1--.11 1
.� I I I UNDCOVER .%.%.----.---11 i 1- = MEREENOW __ �1.11: ,.'-- -1 2
1 ��' % :� - t't ___ - mov� I _ "' ,
_ .
','I: L R, I— 11 1 �m,�E��mm�m��n,mol ,mm� owowffmm ____-,
- , I , == MENOMINEE NEMEN� somon�
1. til - II Im I IBM - masmi�� mmum� = nommom9m nommm�
IF 9 � - �__ A�- - �� � t "KI-- REEMMMEM emensel.1 sommmosm mannomm mommommo I - E
I , _________ - I - I-- III I I I I ' -"t 2
.
I a 1, "i"'. -- � - I - E ,_,� -- ;=* = munsomms nmummiwm- �
it - A _______ 114, ...I—— I:::: Mommim§EM I I. �
, 6 I __- _____�,�, - mrmw4�e1t;ERE- ���1111 - I - Z�
� ___� � _ - - ___________- ------ m_ - m-mm" - ___ ...... 1_i4�,ii !!!=Illid!�...11 ft0mmic ENO ��t t Y. I
"- 1-1 I- ______ , � — — � "I w _10" 7=00014 �......
� I ,;.IO� "t--Zit'rr......;�...-U;4q �1VMTM.50,7-441'=M I "__�'"I��IFFF — — ____�'_ pjam
. .." I - � ;;� I, _
..; 2 2 I - ,I - "I I"— __,__ �, __
.....I�It� - � t � -t 11 IL v I -
I Z - —
� ---,-,— J — — — — 7-Niiiiiiiiii ;, vj
- - I I I j:g, .17-11`�. ..................;k It I
,
�
� ---- — — — ��
11 ;sl t ______ —
- ��.
� ____� —
. I 11 , i, I -�,�=�=,;;,,,,—."M�...:t!tt���-7�--,,,�., _— — — ,i _____ I .. .
1: 1 3/4 "� li" T
I � rif
,
�z , x ' I I � 91 I — �-
1 � II;..I 11 -�z , - I """ I- �;_ " W-1-1....�- ,FI I_ — .— - - --- — — — ___ — — : — — �__ I-,
.. IIIII
It I �, I ;Fe.41F,AcI 1 ."�";�"�";-,,"-"�,i���,t�7;1-�.:�"I...�............11I=__..... .�=*= ", --tt"i",'I -I"m � := �
I jpi ,=1 int I I � , I
� g , -1 ,I I , � ,
I gp " I 11 I .1 I L_ I �
11 -
,I': � , � 1 J"T . � .
�
4 1 s, .1 � I . IM i . i I p: 1
&S:: L I I -I III . I - I �
� �-: 'r �E 2 ( Z2)� 3,52 S.F. I � I" � I � , I
I - _ �; f—I HYDROZ0N H
I " I
I - � - li I "I"
: __ "
_., , /1-i\ � I I I I 111
- I
i I -,, j�`i; ` �,
,� " I � - 4.11 ", , s"', - , " � r��., I I 1
1 , I � I'
- . � I t - I ". M -_
- mi ;i_ImALmwMMNM 1111-11, /" I \- I, 111,
.�'L j I',- �" 1. "
"'.
1, I
,
......-- � R , *
I " ___I� _Ux__ I " I
"t - 11 �ft M, - ._ Amon= a a .9_A�___ 'a, , I "I'll ------- - �r-- I ,
� I �.` "' m �, , -, , , 0,
I �' ____ - IN -
- ,
It
I
L
. ,% 1ri 111 " f�`il I ,,I
tz Ill I _mmm= I m_____J� L i L � 1� 1111" , "' "It
I � w I - Imajusm -1 tg�"I 111. V's 1 17 1
�z i dIR U B 1:R_R G ATIO , ".11 "
I It
.. x ,, , 11 I I I 111
118 ,'I I "I' 11,11,11 I i Ili.
" 5111
TREE I 11�I,�� a ��-� :0111�''TO,.. ,I 11-11, '..."', .- ,� "', I 11 m, -
11-111 N-MODERATE WATER USEL,DR:P - :I. I" :;,,, , I 11, I
? i'll", IF '�, � I 11`1
- I I
I I __m_Ix_. wm._____.m1 ..w I -mmmmmmliv w__ m 1. 111 mrl I
-,� I L'---- ,AP - 11_1� I "I Mi" m - -A,,---,is -L .1 X
- — I A , _1 _& _ I .`,LLLLLL I
"I -. I - - L - ;
'r, ',$ '-L' I - "' � I
- --------T1,; LL ii—- LLL ,
, --'-LL-
r - - Y` 11 I I
0 - - ,,, — L _4........_
LL I ,
in-_____ :
I
_� --- It . — i
I �t L 1h _ I VII LLLLI.� I I - I _� _ I
it I ;� L W_ L -mm" "
i; I 1� 1q, - -- , 11 - 9 , ',..I.I.�, I
" " -- il � I I W"
.! , 'j, I., I_-_- -1 0�
I is I ii ". p, A L1_ _ _11
10,N, 'ThIts ` - � L-L - I L `1`1_11 "F I
"�
"
. .. m: L 0 '% N -L L L L L LL L''L L L L L L 'L L
. 'tt L'..
L _;t . "I - _ LL it'L
,�,
*'Ii�i�_- Li _1 _W , -1 �; I � it. I% 'L - -11, - - I'm I A 4
"L' IRATI R TREES&SHRUB-1 S_ 1 .% + ,
�t ..�� % - , III
-L L L L L L L'L , , .11 "".11 I -
LL I I -LLL 1 0 1. .. VLL 11,", 1 1, I, -1 _____ - L L -_____ -LL ,
It . Z I �j LLL L - ' "., 1�-_ - AW ` AIe L_ �,
.
"
. " ,11 '1-1%th ;"
m ,� I I I I Or 't,
_- 444���O - ."
, � I. Z
It 4 Ill L L'L L L L L- . �' ;i
, LL - ... 'j ,
i . ="ik - _11, � I � hi"M I � , I""I -�
� I �, -
� ?i, - -1-111 NMI 1�1 I. � I , - 1' ... " A"itt
i �; IL L:,_ nown 11 : - jj�� -LL-LLLLLLLLL'- - _ +_�ffft, , �ii L .I
L L-L-L-L-L .t*4'L' - ,�
� I �1: I Oil' -I... 1 14 1 0- i =�� mwm ZEN= m mmmm mom= --I 111 t P ---L L L L L L L, -- L L L L L L L L L,I� 'L L L L L L L L'L L L - , fi ,_____III"_ ' IF
_ '' L*" -L 07 - ",'
, .'r'N �� mom= I I
_1 '7k� , "m " : 0
": I ,,�q, L- I L v
.i % , � wow= mmwm I _549' LLLLLLL'LL -
I LLLLLL_ L'- �
___� - I I
I g -- VI I ME= momm NJ
..........
- Fmr7 m=11-111-11 %�"k�p,�,,���,--,;,z.r-,i�,��g�.,,,,-,,- III r� __ 11111111w
�i p IIII .-ADF, 11 I 11 I yi�
,:t'wm_'�'gmy wmma -" III "HI ,_
. I L, `Ik% 771PI� &m 111 IMMEM11"t-4 "
, It- P
top.
� _0 -IT:*,; ; QA�mm I �1'2_
It, I ml�, �,
'. �
tit I - is�;I ...
� - .
.7 1-I"':1 4 I-I_�
- --1
- I 'a"I
..
I is I I
I
I
it 11111:111 , 1 2
,,� 1 � L — i
I -1- I - I
-,
I I is Im I " I L
I
I:�
- �
114
111,
: ,.".il..
I
I 11-1 I I j
",
, .:L,: �L I
_1
.:
P i-:, L I
; .*: - I -
� _1 . I I
It L 7. I I
. t, I I I
': I'M I
It i t ! ,�L I
It IIII ,L;
� : �
,i ..II, I I
�; . I.- L I I
I Z ... _1 I
I �
I .: .
I - � L
I ..
: -
� -
,
It -
I
I ': - ",
': '' .1
't
'" � . L
I` 11 _r
- 11i.
I" 1111. 1
4: :
� -;, L
tt i-I t i .
I: I
� U
� 11.
.
.t .it: I
L. ` I 11
I
- .
-
. .
I I! "
I 111111': 1,;
I H 1: ILI
�
. .! a: 11 11
it �!: �" I
L
I
1. �
i� , L I
, 'L I
�' :
Li L' �� I
� 11 ri, I
� "
, "I L . 1.
, ` 4
� 'I I L
I ""!7
I -I
I , 111, I - ..L L L L'L-L L L L
: I L
L x rp% I L
..-,, "
I
I I lw L- I ,L
I I L
I � L I I- L L L L L L L L I -
I 4 I I V L, I L' L "I I
I I
1 I I I I I I
I I I
I 1 L I
0, I I I I; L I I 11 I !
I I I I IL I :
I I I -L L L L-L L L L I
I - I I I I
: � I L: I I I
, VALV: 0:: Z 1:N Gz : �EY I 11 i Z I
"
,
'
`
I
I
I
_�
I
LLL
- I � 11
1,
, . � I I: I I LL
,
�
, , vj I 11-LLLLLLL : L
� - 1
, 0: I ETS L
I J,iimol - �� -
I .", L L L L L L �
I
- I
,
__
." % I
I . - I
� I � 'i 1 3 :
It - liliil�, Z'
t. .
I .1 , 4. 1 _
i
I I 1. L.- - I
I . � L L
I� I L
. I L L -
I - -
I I - -
I Z PILALN 2B I 'L LL
I L LL L � L
I L
4 I � I L L L I
I ( L I LL I 1: L
A I I ; 1: , 1000�L / A
I I . I; 4 ' VALVE NO. G PIM �
_ i
L I
, LM .i I 11 I
I I I
- I
I! I ,xwU`_tF I __ I-
011-1111111 � 'AmI.-M-PIr MOL D1 F I E D) . 'LLL' -
,'I � ,,�
I
I L i 1 2 8 3 4 1
I
I
L L I -
-- I L I � I
,5/11 L i S!Z: I l'I L - I I L
IN "" I I �
, I I I
- 4 . I lg-�� PLAN:: 38 I --L L L L L L I r
r �_, I I I
I I L I L I
- . ,,,, 1�,',.tI, I q I
11 I I � * 1:2
11411 % 1.1 � -�,
,
I-
I " 1 r*%\
i �� � I
�
, I I
I Ir I L i �,,-- � I E 1 3/4 HZ1 9--HYD�ROZONE . " I I
' .. I ,I , I L L I
'
t fl,t.�m .� I I
I 1 Z ,4 1 I'm -,
.- L I .
_
0-t % I �; I 1, L 1 L tal I 1 A tal I 1./'d"L tjZ2
i .."III; 11 , .
I , I " .
-
.
.
.
I I; ". � I'll - L
I .. I L
I ..; Ad - 11 I I
, I .L,fll"" I 16 1
"IM! i I I .
�; - I
I
I.; a W" L- I
I m; AA I I I
-
.: � I , LL L I L__ L -"-LLLL-' - I L L-L L L L L L L L L L L L L L LLLLLLLLL"L - _
- 1
4 OF - I I I I I111 L
I I , L - , I L
, "'
I I
- I i I " 11
- - "190 i I
X "T"
�tIII.... _ I
i-.1-k-l"It."�. % I I I, .1111111
-
I- i
1�4III I 1. I
I:11
I
- : I ,, i � I
I I I i I � I I I I
I...I-, I
- I
� IF � �.i-gil_ i i - �
I
I
I! I
I - .v I,11 L i : I I I t
. 0 � I I i I I
Pt I ; I
I I . I t- I t j -LLL-
- ; I � L
� m 1� L I L I
- 'II. k ... I :: I
, If 1,11 I I 11%.
,_� . I I
- . .
��--- . � I
�':K_.1, I I
t L �:,i�ia. ''I I i I
- , - I VkD SCA pe
I 11� :
LL / .
I I ' 'T 1: 1: I 1 E
.11, A�
.;L ,e .-�,:-`*` I I I I `1 EW�II"II%IBIIIIIIIII�
L L -. I, ,aiff 3M.:
.1,
11 -P11- I . 1. L L-"L-LLLLLLLLLLLLLLL--'------ LLLLLLLLL-- \0
, 11 I - � * I I I
I L LL L L- � ,,,,,*I> I I .
L I I I JUM
I \,#* 't -1, - I
,
,��
P
I
If
L ,,� 15� , I U 1, 4
"
L_
i ...=,, I L-L ,I.-,. I I JEWL I -
L- I I
-III, LL I I I
=;� . I I
L N ,.'. L_ �
. , � � I LL-L '-
, 11 "'_ ff L 1 � I I I I �
�
1`�'I.., ;kl I, i LL L- � I � I
I : L �_, 11-- �
$,Lo N1,111 ,4050I - L-- I I I 0, L' SC H D I 40 "C :
-1� 'I, I E: ULE PV IN -Ile
" . I I
I
`� I I , ql�
'I �10 L I I I I � I
�\ I -L -- L i
��"��s 14.. I 1: I
I Z I ,['L'�P� Sj�
IN - I L I I I .::k
..
WO t, L I ,R& �A,
I IWO - * I I _LLLLLLLLLLLL LLL- i'LL;- I 4-4 - � I
I -, I _� I p E IZING CHART I ,
I 11 " --�LLLLLLLLL L L L L L L'L'L L L I'L - I I L
I � � I .
i I 1, 4 1% 4* .11 ; L L L L L L L L L L'L I
1� "n .
I ` I . i�� m
,—I N iii
I �ilr I I 0 to
------�II4 �;1 X 4 ,_ %a 1
_4 III4 I I
!L N "'i�, AP� 11 I I �I _P I - ;
: r _'_" \ kI"��, I !I I A 3/4 0-8 GPM I II
- I
,
kI6 \ 4 S k""I L : " . CA I I -
I g , I
I 1 6 ,m 9 if w i
. I I
N% %,\ _k1_ L- 11 V, :
L �
, " _`%1`1 - . 4. I'll, I LL - ; B 1 8-1 2 GP"M " :
,
'
. I ,
, Ak I
t, 11 . L - .14 , � LL I - I I - WIO�:LLLLL I � - - �, :
.. I , - - . I 0) 7-
k-,11:�, L . 11 L_ 11 31119 L 01, - —
� �, LL - L L I __��I`�_____.� `111 'L L L-L L L L L L L' -22 GPM ^
'! , IL I LL L - .0001 0 - C 11/4 12 A ta
�_,. �� I- " I IT OF RK I I L
"
I � . � L. IL LL LLL LL L- LL I- I I - I 1.-_.Y� I
I I
I
. : '�`�, LL�% Z rS�'- � I -� - - __ �� 11
I�I L ��,II __L-
�
�
� 4
I L _ Oj�, . L jr x
I '. �i OI I
I .; LL A-6m, 50 _.- _�
, VL -L-
I .j ,i4L LL
I � "k. A*5mm95wiF I p
, ,-
L 11 5 7 Z _, -11 I L D 11/2; 22-30 Gjp�m I *-
I . I L V T OF WORK 05,001 .1
I ;�& 4:i� L: I 11.1
I i,� I% `1`h� 4 VL. I _. - I A - aie 1
'14, �Z � 'L IK--- I 11 I 7% �
. \ % . I- j�-�--- I - L LL
II -WAZZOOMAZZ L I m. E 2 30:-50 GPM OIL
R\ , 11
,\\N,
14", "i, I I \ L L S\�� -1-- -L ZR m ;
_ 1Z I ' F_�LrL I I I L
I ;Lb Z 11 I I? I
:1 I
I I
I L L L L L L L- I I I L
I I I
�
"'EMI-11111 g jmu� II;g 9 mmei L 4 I
11 I L I -- ,�,l'llill,M, --- -- - - L -
\ 'I L'� or A.;kwr A- ,,,, -pArm-l"
,� I� I LLLLL III,�, "L'% �'L / \ 00 4% ... " —LLLLLLLLLLLLLL' - L 0;1_.1
-1-1" IV MONSOON! LLL'L---LLLLLLLL'- I 1� �
. I :M1111, �
., 1' � 1- Wknt NwIsss�;i�!�.quiimi�on- , ::-L
, %'L R �.... *t-i.���-�i_&..-�-_--,r�ill ,, I I.S.
" 5% � ,I - III�LLL - , L- lig��, i L � - f
Ii. 11 Ir . . I agoolm1wm-- magg�-, ... I - ___--, I- r ] I
, --,I 14T MENIEWERM mormwwm- I onoomm�� t goommoom :: F I:
,� �� I I - L : __ 1�1 ,`-N, _- Is— im-plawsm MMMswffm- - ENRON dw--..... I I
. % r', jmj- --Em
. � ...N . "...... I
� , r'i4. - v ,- ME , 1: -
I . -IN " IN 111-�i;_ I-I mm "" 4
,,
.� 4 I 11w, VERNON&--ill"I"I
a L I IN I 11 an� som� asomma�= I I
�: 34monly� mommoomm %---Immmm m LL-L - I - L - PROMVNM ................�. L L L L L L L L L L L'
I __ =. nomm� I Igg Dal -- SORES is!ff��is�� somm-� I wowmeig� wm-lw�--
LLLLL - __ I 11 I
"� L------LL LLL'LLLL11 I L L L L L L L L LLLL'L L- I �
�. \ I III - ""`r*1_111*, - - - - "I'M t 0��Q I-s;� 11 - wa� , :. mmmom
IN W I _ttii�:!s`f m"__111ffff�=1`I i i�1_ IN 0 Q=091 .1 IN m�l:m,,,,-k4*14,14;.,�. � MEMBEEME
LLL
' -L `_ R. -�II�I ppits'", I I I;-- � P-19 IEWMEJijm �NHE-MNWM I I
"5I % no� L_ - - MINE -#gill LL- ....I- ommiVZ6 -mom I I I
L
I N M . %L� � - , LL
1; - somimmwm gmffjkI-- LLIL- Aninnomm oi�.1_11111 a 'L L L L L L L L'L L L L L L'- L I
L I
amobw I I
----LL OEM= NONNI -_ wM- � � I
OEM --- .� LL LLL -I--,' I -_ - 'L L'I L'L L L 5 4ei �
IN - - - , _�__ maigHygm W W_ mmmm9p�w
I % IUMN� #NMNNNM sommomma A mg anno� WEEiidomwl ,L,L,LL.L.L.L.. ownsimam =t�,,,�,;,Emmmmomm .'Ili ,"-- � � mmWORMI-.1 410� L jg�
-
L 'L L L L L L - ;=I` - 'L L L-L L L L - - 'L �L J� -"Nu — -
,
I� I _ i�� __
314 _4 I W; 101 ma—ft r, IREW
mosemmmm givew�- I -L- L siol-� I I: immoRomm
I E?�� L' .1=_ - =.1i 9 %,I: uj
I L L L L L L L L L L L L I I 'L NMI- - onousomm F-11 NEWBORN L L L L L L L L L L L L L L L L L L L -_ ......WE -"I i L
i 1' \ I 9! "', hw4ugg-�-- LL-LLLLLL-LLL, ;;wI"mo,m� nomm-lu�-- NEW L L L L L L L- -- If= - :;= . omlwwim -
I RE
� �h 'p- I IMEN . I nommoom � -- � LL boof� gwaff�-- ,,,,�� ___ F I L L L L L L L L
I
= , � I --LLLLL LL'') - L L'L L-L L L L L L L L L L L L L L I I L- -_-_
__ ; , - - "" - mommi-� m-gowo- L L L L L L L L L L L L - -_ ift = amooft-mm " mmmmomk mm� mmomom ON I_ 4= I-'I I -_ , 11-1 I I-Ism ---L'LLLLL LL ' L-
�, I j MEMBER ow L-L L L L L L L L L L L L L L----LLLLLLL � L I L L L L L L'L� -
wmmw%1I 1-1-'o-"I WE= ''.Iw MI; 16-1; I L L L L L L onamomm PENI�! -
- , M I w-Im,-.M-�....I,wItII.,I�, �,�I ON" 1-1 II�__.L.".""iti, L - I- ...�- - .......11 I RPREPRW,-, �' . I I - IIII,__� L LL -L -- 1- -LL ,Nmmm,tim- 11 I Z -_ - I I I 111111 —
: `111 I L — — � A' `___�7z"Ammm- ,,� , 7, =1 I =4b.
1� r"'- ' _"II""""`�""""" F - -,o--7.777wm��i 'm .. , 5 "Ov�I't'I �, I ,��l,;f,,P,Opp)pml��.,-,Lgoomm-'a,w�,..,m,-,,'�m,m,m,,�,-MINI..� 1-1 I 'L L L'L L L L L LL......�
- � � A., 11I___.o�.Q9,
— I
L'-
I
Ii — — ' — — — - I-T-10"', 11�6 ,1#A%vww__ I
,
-
— i —VLL'LLLL� — — �'k. — _' — — — — — � .
\ —�"—L L L...L�'L - , '�I�7 L L L L ,"7 L ——'L L L L L L L L L L L'I — 7' - � 4iiiiiiiiinimi* — — � � — — `III 11 I �I.1 . _1___1@w1_11_1__w___"`1- — I
4— __� I L--IWWW�.m;kjjjj� ,�"-M%WlI,,,4m5=1111, . _.,- -.-,.-. _ L L L L L L L L L L ,,,,,,- LLL - - - - � - - - - w_nw .. _194",�_ -
It,— I I -, -,L L L L L L L - _LL' -
I I ,Blfilt I .. �-�vv��w RWI'--- I If- - I- � - - - - - � - _ - - - - 0:LL - LLLL
I 'm I - I-
`111%,I I _ LLLLL ;- -1 :�i=1�11&W�4111_1�m�.� LLL_ ______ - - LLLLLLLLLLLLLLLLLLL'LLL'LLLLLLLLLLL " -- L L L L L L L L L L L L L L L L-
11, - - C L 0,
1-I , p L-L L L L L L:4" � � - - - - mi
i,. : t1.1- 11 - L _LLL - - - _.
I . �, � i 1'.., L 1'� 7;t ,-,,--,I,- - - I �� I........L ;WEIIIIIIIIMii��- , L ' . ---LLLL L L'LLLLLLLLLL'L' L �
, I L, __'
, 11 siz I t I �I:I,,ALt;tL 19"T"I WIN MW I-,_ I i
-- � - . ". 'ie ., ,I , Z� _� EBREI.-LLLLL- I L'LL- L I I
. I 'I-
11 - L
In ._ . , _tkt�IIIIIII�...4WMMI
1_11 I I
�_ "t --- -, '. -� . I.Fi2WpEEi_"fiEMI... �...... TRW.....ANARRI I I I I'L I
I - , . - I I tiIIIIIIIIIIIIII _�RFIRI "- �__ I I - I 1 1 ---L L-L L L L L L I
I I ::::::: I I I
� I. L L�L L L L L L L L
I i -- . - I I I
I I " " _,"`Rw*_1`1'_�___it1iIIR`__'__'I---I----____ - ommilmom I 11 --'L-LW ' , - -- L I
I
.
L,
..... 'I, : , - - " m: 1: � �
d 11 1� ! - - � I I
. I ,( LL -
- : ...: � 11. N .
I I I :LL 1"111 if , " 11 11� " I �
; 14, "- �� 411� "I " , .11, X I
� - rh J; ; I I L ,� I - r��i - I.,,,�I -� ...
I ---
I I
A Im M I -,
.1 I
-11
Ii � I 11
I t I., �t 111" I 1:1
1 i5l., 11
g
It - 11 I t� _ I 111 III 1 c N
I J1
I 1 . L - OINIT :ON:
� 'a I-A-- I � � MII; � \ I , I
__ L I � 1; jn�.-, I I
- LM &-LL'LL L67$ff4arM=;.a a, . ,I �: \ 1� i
� MIEmm- i � - 'LLL I - I ; I I
" IIIIIIIIIIIIIIIIIIIIIIIIIIII_W .. " L , ,I, V, I . : L
I I - __ _�' _� It 11 i I t �� 1� `"" �� jj I ; I I 'L L L L L L L L L L - L
L -I-_- LLLM -, ,-" .1. I 1 I I I
4. I - �,� I :::
,� 1�,As" i ... 11. I I -
I I
i m Ifi..... I 4 . ,z � I I
�1� I I
I I
"I% - . _T MLL -A_ ' .-_- Am - 4 LL 'L -ftemmm �, ........L"" W& il� LL 1I - (0), I
� I i a -' I i,, -LLLLL � m 0 III. I N, c, ,E]
I% I I 'L'L- I., - - LLLLLLLLmwmmL '0-L.......LLa- 22ffgZWg'jL �a Is - ! .
I L' -1--_ �, , - L'� M --Ili I I
I — �" L� " .;. . _.LMM LLM ,��_____- � -AP ----LLLL-- L . I I
A "Uh I � LLLL L � ;1 -- - - ;mm�, � -L-0- LL I IMM I I
t'L -_ - I I
g I1% W L ------ I--- I ":1 40 -%Ii 11. I I - —----L L L L L L L L'L -- --- L L L'L L'L L L L'L- - L I
"'Itp, xt= .-�IRI m , f L �� 'is, -L I- L LL- - I . I -L L L L L L L''L L L - I 1 I
_r _'Mr, I 'L � " Z -__ LLLLLLLLLLL - -- L'I
, ,
'I,y "AF -1-46, , I -IF- ,�� - ENILA�R;GEMEN m - LLLLLLLLLLLLLL LL - I-
A � '14 g1r, 11-1- ff
�'i '11L , 1 : 11-11 -_ _____LA._ ____77.,1____F__ - I ,! < _ -1 1 11111 i
"I lw
A
At -
L - IN ,v p, \1_�,/`i" If ,
Al",
% L I .,
I p I I * -
� I " ,,t I Nih, ".07 ltiI I � * �'�E-�,
0", `14)., _w ",
�,d li�;,, , ,
I I _ -
i L , 4%, 01", ,dw`
1. if - I 101
I
I
'A,y
10 - . I , _3 S - _61107F I
41F ,, 'i't" I
- , - L'� A
A ,, .
,�
Wil"I ",�I L L L L L L L L L L - �L L I I I L L L L L L L L L L L L L L L L I L 1. t `-i�%,.��, .1________ . ItI, 'e�T I ' IN I 2
- ,
- -LLL- � ,- "I L ''I
_I - _`:_ 1. I
1 mmm- momm I , ENO. jjm� ,I- it,
671 _. F
".
,.�,
"r
iijal A� 'I it,
W�,,t, .,_ , .., ,,,
";
o"', LLL M.-
,
L L � - X�� -
11111 r7W�r 'LLLL i I
L ; I 'L L L L L L L L ' "i! �,-_ � I I I �
W�-- :Q, ," LLLLL I --d-Ft", . � I I :
_1111iiiiiliO4�&, . I I I
I I � mm-m mom mt�_ wwff m- 364I _o , I A. NIEW 1" �D01VIESTIC WATER METER I I
-1 .-�.,�,-,,I!- omq+ wwm-[�)w I - �`Or�
m; _ L L" L L - LLLLLLLLLL-- I I
-
_,, II JM<]�!)j I I i 1111M IM [IM � L L L L L L L L L L L' L � I: I I
,� I , i I -.-,- L-
i I L "Alftm I L I -LLL- - .I -- L I L
nomomowmmmmmmmmm -L'LL L 'L- L 1-
I I 1 LL LLLL I - __-I I 11 LLLLLLLLL L L L L'- LLLLL' L L I I LL
, ; I I I-- I __--L-LL LLLLLLLLLLLL--
I L
I I--
I I
I 11 . � I I E. I I i
I I
I � I
� *� I W/ 1" SE RV I CE L N -
: - It 11 I III I I
f �. I I ;L L L I I Z I L i f ;�I
. I I LL I � I i I
� 1 1 3 ' i I I � 1. I
m m 'LL I : �� I I I - I � I
L I I I I
- � ME - * L L I L� � I i L I I I 'L
I
L- -- - — 11 I I I I � i I
I I LLL- I L I m - LL —� I III LLL - 11- - —1 - L-L - I L L L L L L L'L L L --- - -LLLLLL-LLLLLLLLLL'LLLLLLLLLLLLLLLL-. m L % # 'LLL I LLL L I .. 11 L I I I L I
- - - LL� - L I LLLL `WW` L ,- I * I I G c A - ---L - L -_ L L L L L L L L L - -11 11 L-L-1 - I APPROVED
-1---� - - L L L L L L L - mp - _ - - - L I Im -_ I - I I
-� iIIift - - -- - L '*�L * I I I i L' E I B. 1" COPIP�ER MAINLINE. __ L L L L L L I I .
- LLLLL - I � 11- f
__ __- I I I L L L L L L L L L L - I
I I I 1; , -
'011I - , L ' 11--BIBMWEENEEMINNO' BE L I - I;il;�� I I I L I__ I - I
I I I I I L - I
I I I � � L I- I
Rii ft M L- 0 I I I I I I I I � 'L L L L L L L L L L L L L- I
I m -I 11 I I I � I I I I I
11�, ]D&0111114"41001411111% (D- I ,,� I L I � ; i I I
L I I L ,I I I I
I i I L �
I I I I L
_ I I I I 1: : I �
i t � I I I L
L I I :; I ,� I I I
B I I i L I I I ; i
I I :: i I I I
I 1: I I I I I L
I I L I ; :: I I
� i 'L L-L L L L LL :: i� I I i
I I I t � p I i2 I I i
I I 1� I I I xl L : :; �i I I
I 1, i H F D 1: C. 1 1/2" STRAINER. I L I I i :L I I �
I I I I I :� :L I �
I ,I I 1: :1 I I t I I
1: It I I : "I
I L I L� I I I
I � I: � I
I � Z: I I I
: I L :: � 11
i I'll
__ -
L L L L L L L L L L L L L L L L L L L L L L L' - -L L L-
. L-L L L L L L L L L LL L L L L L L LLLLL----
-
I -L- --L L L L L L L L L LL L- ---L L L L L'L L L - L L L L L L L L L L -—LLL---LLL- - I -'L L L L L L L L L L L' -----LL LLLLL L'L L- -I I I I ----L L L L L L 1* L -411i -L L L L L L L L L-jai -LLLL--LLLLLL los-slNm=_____---L L L L L L L L L' -LLLLL LLL L I-- 'LL' L'L L I-__ L �
-_ L
- I mff�_ � -I ft � mm mmi � � wm- mm NMI � mm a-m#9 P,-LLL- L '- LL i: I I - —LLLLL L � LL11-01___ I I-- __- I.
I I I �L
I
L- - :E
I I L I
I L I
L � I L
I � I I L :
I I L I
I EN : M I
I I I I �_ I I LA u -
I t , I
�m L
I
L
I
I - � :
" _11 I I _L L L L L L L L L L L L L L L L L'L L-LL I I
I I
I 11 -1---
, I I I ', :1 L 'LLLL- L- - -
I � I I I
� I I !: I I
�11 i i I � I I I I I �E I
I
I I !IL I
_L � I I I N:IE SIZ GATE VA,LVE.
I
I I L 'LATION SI: :OWN FOR CLARITY ON:LY. CONTRACTOR TO E. L
I A I i 1 I - '-- 'L- I SEE P:.O:.C.: I ' RGE ENT @ D. 1 1/4" RESSURE R G!i I ATOR. EAST AVE TRA
I '' - I
I AtNLI NE NOTE a . I
I MAIRLINE LOC H I EE
I I
I I CT 19:9168
I :1
I ::
I I e� :: i I L - I I
I L I
I I
I I
I I I
I I Z :: f I L I E I :: I
I I L I I
I :L I I L I L I E I
I N:LINE IN'ADJACENT- PLANT: R WHII RE POSSIBLE. i
� PLACE MAI I
: I I I I
i �
Z I I L- - I
- I
I
I � �
I I I I
I I I I I
. I t � I I I
I i
L --'�L L L L L L L L L L L L - - I I I I
i I p - � L I - LL � - :
I
I , I L I
I I I
I I
I
L---LLLLLLLLLLLLLLL LLLL I I I
L L L L L L'L L'L I I I
Im IN ' - I I ANCE C111ST:RICT
I I I I i I E MAINTEN
I I
__ I ! I
I I I �
L
I 'LLL -- - L L L L L L L L L L L L L L'L L - I— 11111,11, I FLOW PREVENTER. _DSCA
- L
L
__ __
____
I
-L L L L L L L L L L L L L L L L L L L L L __ - -'L L L L L L L L L L L'L --L L L L L L L L L'L' -- -'-L L L L L L L L - L-L'LLLLLLLLLL' F. 1" BACK' LAN
L I
� : :
I : 'LLLL'LL
I �
I UL � L
LR I IL I
L
� NOTE,: I �� L ; I I L
L
:T , I I
I CON ROLLE I I L I
I I � I I � I I
� I I I
I G. QUICK CO RLER. I I L I I I
I I i I ::
I
L LL I I SI0:UT11EAST CORNER OF EAST AVENUE & FIISH:ER DRIVE
I I P-L L - I
L ; I I Y L I L
I I I . 1 I L
- I �
I I I i I I L
L i I .
I I AUTOMATIC IRRIGATION CONTROLLER TO BE EDESTAL T02P ENTR I L
I I 'LLLL 'I
I I I
I I I I , LL -
I � -LLL- :I
I I I '-- LL - LL'LLLLLLLLL L - I I
I � L - - I
I I I I : I LLLL -LLLLL -
I I I I L LLL Ll- L L-L LL-L I- � I I
I I I _ -NNffiMMRRwMNM=LLLLLLLLLLLL LL LLLLL'-- I'LL LL-L- I
t I ; -L L L L L L L L'L L L LLL L I
I I I I I ---L L L L L L L L L'LLL L L L L L L LL LL I
I �1 1 i I I I I I -_ I L I - I I I
i I I 11 111-1 I
I I I I---
I I i I.. I I I I ;w L� I -L-L-1- L
:r I I ON IRRIGATION H. 1" FLO, MET R.
I A t I I IFIED
; � L
� I i I I I KE AND MODE AS SPEC
I ; � I I I I
I i I -MOUNTED, MI :L
U:nd:e: L roun - Servilce Alert L L L L L L - :E L
I
L
L
I I
I
I I I Z
� I
L I I I
I
I I I i I I � :
M I i
: I
. I �
I
9 I PL I- I __ I - - I L I I �: � P!LA N
I I IL
I X,LL I I
L
I
,
�
:: I
I I ,APPRO , ATE.CONNECT TO I RRIGA'I ON
LEGEND. INSTALLATION LOCA I ON,
� L
-L L- L Z I L G LLLLLLLL'LLLLLLL'L 11 LL mmm I L L - -L L L L L L L L L L L L L L L L - I
- I Z L _.. - I I I- -L L L L L L L L I LLLLL-L-L'LLLL _ I- LLL
I - I LL LL LL --- -LLLLL'LLLL'L
1. I I I I I I -
- - L I I I I I
- L I I I I I -L-L L L L L'L L L L --
I I I L
'
.,LLLL I'll, -1 L 1 1 0 VOLT OW,ER PROVIDED BY:OWNEIR-. IR R: ATION CONTRACTOR : I 11__ 1. 1" MASTER VALVE. _ LLLL __ orm -1 I III !L-1 L' -� L-L-L R_ LL LLLLLLL L-I w � L L L L L L L'L L L'L L L'L - -- LLLLLLLLLLLL''LL
L L I � L IL I I �LL I � I I A L L L --- I LL L I
I L; L I
L:=:L L N 1 49 I,-,
-
,
L I, L I I 0 D L I 11 L L'L L L L- L'L L L L L "ROVED Byt 0 1:I" I,::
L I I
iD E ,N 0 E I I I I i
L
L �:: : L- - a L A a
L I � L PO ,'LLLL I
L I L L - L
I I
I I L I
I I I
I � I I I I
- I IS I I t I
I I I
-'L L L L L L L L L I I I
I I � . I I J. PVC MA11NIL NE FER PLAN. I
I L I L
I I I L I
L I I 0 0 E I N PROJECT. I I
I I I I I
i I I I i � I
I I I I
I I I I I I I I L-EIRRENER 1
L
I I I LLL LL i
L' _ I
LLLL I L- -_ :1 Is I i I I #1:
I --LLLLLLL-LLLLLLLL I __ I I I x I I I
LLLL - L L L L L L L L L-'L 1 1 L- I i I ,
- -LLLLLL '- 'L L L L L L L L L L L L I- - I � : :ES
I I
I I i L-L-L-LL, L __I --"ft - I - I L "7S 1,
L L I I L L I __EI :C: CITY ENGINEER At:::::-: b
I - - I I -
� L . L e I . a 1:1 0 �
�
I I
� L L [ L WL R. I � L I - � I -_ ,E- (TYPI I ) I t DATE
I 1� I
,
,
; : " :E NO T CA:
"
,
,
,
. SHALL PROV� LE AND INSTALL BATT: R ES TO CO TR, LL: R FOR i I LOW, HEA 1 DR,A_jL',N",A
, LLL
I i L I Ca 1: TOIL: FREE � :BACKUP E � N 'L: W HI AD DRA:NAGE IS ALLOWED 0 TH� I �I L, I -I
I
p I A� EI I
i CRO�SS � E:
I L L L L L L L L L L L L'L L L L L L L I � --L L L L L L L L L L L L L' - - -LLLLLLLLL- jIjW—LLLLL RCE No. (i
. -- WERE --L L L L L L L L L L L L L L L''L L L - L I
now sm.�.--- 'L-_ -L L L L L L L L L'L -LLLLL'LLLLLL' ----LLLLLLLLLLL' I ---LLLL -
I
II L I L'--- -LLLLL' - LL-LLLLLLLL- L I I :: I I . I I I
I L . I --.-- -11100 ------LLLLLLLLL L L L L'L LL I L - -L...L L L L L L L L L L L L L L' I I
I � I I t
L 11 I I I
I 11 % I 11 LR I I -
LLL - I
I I � I I I
I I I I I I - - I
,
I I � I; -_ - � Ic ,
I i I I I I I I � I; LU:: RECOMMI DED
� I IL ::::
. i I I 1
1 I I I :� ,01 L:
I I ESII�� NI GR � I
I 1, :� I t � I 'L � � 111 ' RA
I � L
I I I � AR I I
I I I L ;T' 0 I -L' -- L G, I I :p I
: Ili NOTE: � I L I
L " I -XTRA, WIRE i I
I mi E I __
i�, L I 11STUR CION R i LLL' I 11
I ' L- L- - I L I I
� I 'I L 1 8z 0 :UL I MO L NOTE. I I
I :PL I
L
I LAUDSCA E,ARCHITECTURE I
I
� L-
I � L - FOR NOTES AND LEGENDS, SEE T:H:IS SHEET GPD
� I TL LLL
� ES& � I I I L I
� I
I I LLLLLLL - I N j- I
111 - ST B CUT IN:6"ROUND VALVE BOX WITH:MIN,2 CONTRO 1L WIIR: I I I 01 I
. I , ---L L L L L''L - L
: '- :L � I LL - I ,- L I
THE LANDSCAPE IRRIGA, 1;DN SYSTEM HAS BEEN DES:GINED TO 1 1 EMW --- � I .It I
I EACL [L- - I i I
� I 1; I I
I I I i 11 SI,TE PLAN ;:I NI -LLLLLLLLL-LL--- - -
I I I I I I I L . NO L L L'L L L L L L L L . G �
i I I I �
I �, I - - - L'M-
I I I I I I L I -- L
�I I i �_� 'L I
�I I I ) I I
L L t I � , E E P ON STRUCTURES E I I L - L � L RRRRRRRRRRRR''L--
I I L I :: VL "L I � 11 I
I I ;, I
, 3 PR NT SI RAY I � � I S,: I -2.2 & L-2.3 0: it I �
Z � L L P FOR DETAlLS I E SHEET 1 ,i L 10221-ATRADEMALRK ITRfFl: T
I :�
L C L AT END OF i L MAIINL,NE BRANCH. (TY: .). 0 101 2:0:11, 4: I 8
, i
I
I ONE: OMMON WIRE H
:422m�411 33 —L-LLLLLLLLLLLLL' L--- ---—-L L L L L L L L L'L L L L L L L L L L L L L L L --LLLLLLLL-LL'LLLLLLLLLLLLLLLLLLLLLL- I -—L-'L L L L L L L L L L L L L L L L L L L L L L L L L L'L L L L L L - L LL DRAWN I S E r
I "'L-- ---LLLLL LLLLL'LL L- I _L L L L L L L L L L'L - L L -
---.--,FMMEERANNNIEEM MONI-'LLLLLLLL - LLLLLLLLLLLLL'LLL L- -L --''L L L L L L L L I I - L -LL LL ' I I
I I
I -
-- L'L L L L L L L L L - ----LLL'LLLLLLL L L'L - I L L L L L L L L- - I I � � SHEET
L I L-L-L-L L --- - I I 1
1 L L L L L'L L L L -L L L L L L L L L L L L L L L'L' I L L I I ; CA 91730
LLLLLLLLLLLLL L I__ I L L L RAN HO CUCAm0NGA
I I L L ' .
L L
--L''L L�L L L L - I L L
----L--L-LLLLLLLLLLL L LLL---LLL I " S PI:: CL I L L � I :
---LLLLLLLLLL'LLL__ I i I I. 4 1 1 1 11 I I . I I
. I 11 L- � . L L
I.-IN __ L L L L L L L'L' - LLL'LLLLLLLLLLLLLL ,--No L LLL LL'LLLLL'L- RIM—L LLLLL__ -LLLLLLLLLLLLLLL I ___ ---LL'LLLLLLLLL- LLLLLLL LLL'LLLL0 LLLLLLLLLLLL -- F:0�R E �F I CATI 0 N�Sy S!E E SHEET L-4.2 � I� 11 I , � I
I
- I � I I
- - I - L' L
- __ - 'L L L L L L L L - L - L- I : RCS/CDG L
I � L ,LLLLL I I 4
1 I -
L I ..........---I-,-,- L -
I I
I I I CONTACT PERS0N. DAV� L
� I I
- - - LLL ' I I'D POWELL
- I -L L L L L L L L'L L L L L L L L L L L L L L L L'L L L L L L L L L L L L I I i --- � -L L L L L L L'L'L I
L I I i LLLLLLLLLLLLLLLLLL I LL -LL'LLL -
I � I I I i I L im: -L L L L L L L L L L L L L L L L L L L L'L 'L -------L'L L L L L L L L L L L L L L L''L L L'LL- - 1 I L LL LL__-- I � �
i LLL I � 0: - - :: �I i -
L I LLLLLLLLL'L- - L� L I� MILLL L L L L L L- - - :N I
I I I � : 1 -I :C: 'L
L I I L
:I I I O:: L L � ; 1 OF 1 I
I : : Z I I ; j I L ULS, L L L L L L L L L L -
I
I I ' L G CONSTRUCTIL N PLAN SEE SKEET L-1 .1 I
I I ; I : FOR OR R E S PON D1`
I I � ! I I L -LLLLLLLLLLL' - L
M�t �, jo� I I I --
L
F I I I - -
I i : -
� L i , I L 11 L
L � L L I
I
I
--L'LLLLLLLLLLLLLLLLLL I I 4 I S: , LLLLLL' I CHECKED RLA 834
1 ----L L L L L L L L L L L L -- -L L L L L L L L'L L --L L L L L L''L' ' I I t i L I DRAW NOL.
-L L-L - . mmmmmmmoomm .. 11 - LLLLLLLL,-- L L L L L L L L L L L L L L L - ; I I Z I ,
Ill __ L ____ � ---L L L L L L L L L...L L L L L L __ LL-L- - ---� -LLLLLLLLL - '--LLLLLLLLLLLLL, :: I I I
: _ ___ __ i Z 0 , _' - L I L NO. 2
L � I
: L URE :E R ARELCLAI E�D TE�R S; URCEI � � S:Pj f fj ; I LL' -
I
_rW0 WORKING DAYSBEF RE YOU DIG THI S SYSTEM IS DESIGNED 0:R FUT; L _ I - I
i L L L L L L L L L L - I-- LLLLLLLL'LLL...L L I I 1 I
L I I
__ L I I
- —-L L L L L L'LLL'L- L I I I
, - LLLLLLLLLLLLLL - ___ -L L L L L L L L L L L L L L L'L L L L'L L'L'L L L L L-' _---L L'LLLLL --L L L L L L L L'LLL I L - - - L- FOR COIRRE I ONlD: N!G PLAN1TING PLAN SEE HI:EET L-2.1 I :
L�____ LL-L LL LL'
-L---L L L L L L L L L L L -
- - 11
I _ 10 _ L L L L'L L L -L--L L L L L L L L L L-L L L...L L I" ..
_
_ ---L-L L L L L L L L LLL - - L L - L - I I
LLLLL L L L L L L L L' - L
I —-L L L L L L L L L L L L -_ ...L L L'L L L L L L L --I- - SICAL E- 1" - 2:0: . I I L I I
go'NommifflommmmommmommEmommmemm III I- I IN i -____ . L L L L L L L L L''L L ENFARMSEo-mML-L-Il ,--LLLLL' - —LLLLIL...L'L L L L L L L'L L'I------__-LLLLI I L' L' LLLLLLLLLLLLLLLL I-- _m.LLLLLL-- - 'L . 11 L JR:k1 10/5/16 1 1 L I BE I
I -1 L___ - __- —LLLLLLLLLLLLLLL - DATE JOB NO. 1558 1
- -WE ammmmmommi ''I'll, --*� - I I
-
I 11 -------- - I�'I, 11 I 11 --LLLLL LLLL---I ---- -- . -L L L L L L'L L L L L L'"LL'L - -L L L L L'L L L LL '-� ---LLLLLLLLLLLLLL L LLLLLLL L L L L L L L L L'L - I f�*� ; :: -L L L L L L L L�L L L L I L
---LL-L'LLLLLLLLLLLLLLLLL ILLL i :
I I onsimmoommmosm - —LLLLLLLLLLLLLLLLLLL - -- LLL-11111 L-I I I I IIIIIIIIIIIIIIIIIMME,
I -___ LLLLLj,-I L I
_'LLLLLLLL'L- L--I - 11:I
WE 'LL-LL - gIRRIII._ � - I
L -_ Imm
I
" -
I
I - xm
R I N D
R
Iipligioll�-
I / r El
I / IF
il,
,
� ,
*'
��I
Z,-
11
I
// A,
11
;�
1�1
I
v
ii I:
II:
I I F
�1
I
PROjECT Sheet No: : L 2.1 of 1 0
� i:a
L
I
I�
I
L
I
I
L
I
I
I I
I . . I I
I : I
I . L �
I . L
I . I
I . I
I .
I . I I
. :
: :
:
� : :
: :
: :
. I :
:
:
. :
I :
:
I :
I � � :
: ;
:
: I
- I � I . I
. II liiwo—m- ___-- - ____''�- I . _1 .
I
I
___ __
I
. . - 111111111101 II 11 —____ - ________� 11
-____ onommommoomm Mill lff�_ -- � - �-
: --Emoffimmi=—- __ - _________� ----5111011 _____, I - ____�� - _-- __ -I- - ____________ I - ______________________�� -I-� -� 1� I
I I� -1 Ilion - I— I ___________ ___ I
I 11 � I mi,i--m —— _________��,� - 10—m- 1 1 -
���-
I _ oil _____—_ — _________ I _________- _____________� � -_-1
I ____ Immmmmmoommom --�����-��-�-�—����,����-��--�����������������,,���.,�� , ,- - _� I I — _ -- I _1111 I I I__________�-�-����__ I I 1.1-- - - -
____� mosTAREEMENEVENOM ____ �_______�-
1� : I
1: � I
I I C/) TO SP RINKLER-ANGLE PIPE TO
:
�
: < SPECIFIEDD,EPTH WITH 45 ft- LS "SNAP-TITE"WATERPROOF � I I _ I
,
uj � Q1 — HARDS,CAP1,NG(SEE NOTE 4)
w CIONNE 1 C-TO RS OR E tIIAL
< I I � � I I
-- I SCH 40 PVC MALE ADAPTOR TOP ENTRY ENCLOSURE I I
_ I : z
� : t �
I �
CARSON MODEL 1122012 : I i � STRONG BOX MODEL NO. I v 7, V, 1q 1 17.4 1 � ,q 714 V-4 I
I
II I LR./RR DOME ANTENNA 1 4 "a'q .1
- H DIP : : I < .q 4 .4 1
it co IF I i SCI 8 � VC UNION ELECTRIC CONTROL VALVE WITH SB-S&SERIES I 4 19 4 4 -1 f
I l< 14 x 21"VIOLET/LAVE NIDEIR : I I V V 13 .d 14 ;
- : (z) - v
a � PORT LOCATE D_OUTSIDE OF .d.4-*14 v, 17 V, ,q 4 v KI :
: I 'l I � L V, .4 < 1 14 < -d � :
_j W :: PRESSURE REGULATOR 1 4 11 14 4 4 f
: � Will THLID MODEL 1220-4 AND i CALSEMSE CONTROLLER - �
: Z M 01 � PVC NIPPLE I I : BOX,INSTALLATION/LOCATION - I I�
_r i IN : "Imli-1;i I :Ez I I _�� � I—
: L BOL 1. R
� i �
- STAIN'LESS STEE_ 1% t RAINBIRD:EPB-C!P-: P-HAN:-PRS-D BY CIT�REPRESENTATIVE. MODEL NO,R PLANS ) - -
I
: - —
z � I w VERIFY DIRECTILO� PRIOR - -
i iN - I
Uj F- COVER ETCH'ED"TIRRIGATIO NGATEII uj (SIEE NOTES) _� I � , I-
0 � � � I , - — - -
� -- I � ! I::::::-I 1 1-
w I [-- VIOLET/LAVENDER WITH LID MODEL . -- I 1-1 -
?: I I- —� �::::
< CARSON MODEL 1220-12 14"x2l" :
< _� (CARSONOR"EQUAL) w z TO MOUNTING ANTENNA I I I I COAXIAL CABLE i � -
: NE
-!�i :
0 1 z � CALS E NSE TP 1 1:0 I - I - — CALS,EN:SE HAR: SS -I —
� I : I I I I
I a zt f 1220-4 WITH'STAINLESS STEEL BOLT : I
10111 � �� . — -
� = ca : I . I - - .-I, �
I : � m- I , , � (ORAPPROVED El ,UAL) 120 VOLT DUPLEX OUTLET(GFCI), ------M I I
RAID�E -11
/- FINIS�H G1 I F_ z , Q - 011- i CALSENSE T:P-1-40 - I
__ - ��_ R - - I
I i
I � I WITHIN IRRIGATION CONTROLLER _ - - - _� � I :
� : : 1-1-
- � II � �- NON-SWITCHED,TO BE PLA : D �
-�1 z :w AND ETCIHED WITH CONTROLLER CE BOARD REGA DLESS
I �< � / � � :
- I :
I � :
:
I . � I _j a AND VALVE SEQUENCE , OF CONTROLLER SIZE. —� I - — —I I - � I- :
, — 0. g-, I � I. . . Ax :
, , -
.L_.�� ,� z 0 11 I III ! � -1 I I I I -
- !
III - - .R.- 6"M'N:. : - �_i � - � I CLEAN BACKFILL-SEE
:- � - � r -
�� F - i -
, i . FINISH GRADE i
- ;
11 FE - ,%�, !� NO OPEN ELECTRICAL WIRING : - I
I - � � � - SPECS.FOR MATERIAL. .
El I - USE WATTS B-6-4011-SS I � I � / �-� / SHALL BE IN CONTROLLER �1_ I I I I .- - 1 2� - i
- -I— I I -
iR - — �"� �i 11
�1-��:j BALL VALVE FG 1/2"-1 1/21, 1 - M 90%COMPACTION REQUIRED
- --I I :__=_=_ , — -m� F MOU:NTAREA, _� 81, -1 COMMONICONTROL W1 ES 11 ::---� 1 I_, 1 �- m �
I -:) � I- -1 - 11 11 FINISH M14 � .
- .1 , A i - EEI � 04 . - - cm - -
-
I -El - I:. �� I I -I 1. SIDEWALK GRADE \% - I- I Fi U, 19. — --:::- --- -
I �I �I RESILIENT WEDGE-2"OR LARGE R_ WITH I I I 1 , V/0 61 THICK CONCRETE ::: I �= � I - I 11 I /\ /
11 - 2"OPERATING NUT I J_ I �
_ I I '_�:3�___. v4 �d i 7 4 � I FOOTING INSTALL A MIN. I 0 --cc I - - I I
- ,4 : PROVIDE 6"'M1 N�OF SAND
:
I-- W,ATTS 403 RT-RW(2F"-6") _1 -I-,--. I 11 .,, :, ND x - I -
I - � � I i 4 .-I OF 3"ABOVE GRADE A' z "
__ - _1� A & � C.01 - BEDDIN! AND SHADDING
I� I- I -
I I�= I- _ �m-, . . I �� 11 PIG - ,4 ',5 �.� I v�* � SLOPE TOP TO DRAIN AT w IT- -I I - - CLEAN BACKFILL-SE�E: � I �_
"
. I -11 z :I 11 ,
1 2� - - L I __ - - TAIL EXPANSION f :�= i � I-- '4,,4, � I w , I )�� I
- =1 I GATE VALVE -1 L" - � � 1^ LOOP WIN.24"LONG) -11 I � 1_1,�6 � �- 'Tlr_T__177�� I MINIMUM OF 2%. (D -1 - I I � S:P` I FOR MATERIAL. 11_1� I
00 - I - - -1 - - _� ,��-
N I t - -_ 1=1 I - R I— ,-
I m - WARNING TAG EPDXY COATED - - VALVE %� 71- 1 - 1E, � =
F - � - = 11 � �I I I EE�� ,4"
=, i III I SEE NOT E-S 1 -116 , El lv� -11 --::I I JH�� I I El I = I 1=1 I 1=1 I�=j I I 0 1 V I 90%COMPACTION REQUIRED I m �=�
co III - II- -_- I=
V� - I I - 6 I= T'S C::40 CON DU T F: R N L �
- I I- ____ I I le - - � WARNING TAG I
- - - E _11 1-11 [ 11� -11 - COMMOINICONTROt WIRES 0 - v I - I
- -,I I I - �E T =Ei I , �- I . I -
I I—. -— - =) � - � I-,F- : I .I I- (S: : NOTES) 11 . -1 - I - H I I
=1 I �I I � - - I __I ___I� IN-LI NE BRASS BALL VALVE W/I I �, — -6 -::: -
� 6 - , I - =1 � ___
-_
0 � III 1 ME I I `1\6 - UNtON USE MTTS 1 120 VOLT WIRE IN RIGID STEEL �- I 2 - 6 6 �_ NON-PRESSURE LATERAL LINE: �\ I I
I I I-El ___71 3 3' 1 1 1 :-:: z FLOW I I I 910SWEIE ELL "6- m - R P N - - It CONTROL WI:RIE SLEEVE- �
_mR. �_,-_ LI NE SIZE CONDUIT(PERILOCAL CODE) I 00 =� - I - PU� PLE SCH.40 SNAKE P'I 'E I I'll
I - FE1 I I= - M - I I ""�,_ (TYR) T_ I � - \ I SIIZE PER PLAN INSTALL I
1__I 1 6- ETER ENCLOSURE I 11 TRENCH
I I-:::::_ �� - I ELB I - ; ADJACENT TOPRESSURE
i
I i
-1 - I IF - ,- z OW TYPICAL — - � i
J I IEEI I --I - 1 6 31F - 1 6 1 'I 71 1 21 1, TO M, x - -
III vffi§A§ � i \ 1 i-
I -c�.,. I ) I
;
I 1p
SU� PLY LINE
.o � - :
I I FE1 I FEI 6, \___ - 0 'D!P'a 1 _: � � 3/4"WASHED ALL CONNECTIONS SHALL BE WATER TIGHT &GROUND ROD I - - I N_�
6 - - 6- a'a 6. .-c 9 - — -
-7-- � _=I 0.0. � - co - -
-L-----I-- - I -I I� . 0 , I "OUTDOOR TYPE"CONNECTIONS, I
� - - - - z / :; 0�0', . CRUSHED AG GREGATE I - i LE—��,-4+ PRESSURE SUPPLY LINE: - I - .____ 1 6111-- - I
, :9F I -_I'll. - - , � - I`-PRE SS U RE S:U PPLY L I:N-E -
I . a �= 6 -_
� ": - - I
— _11 - 0 1 PURPLE SCH.4b1CL.315 SNAKE �
- - ac --_0- � __�_I I I -] � —
�I _== 1 .6666_11, - _J�_ . to ?. 6 H 80 PVC NIPPLE __� � I
I ---f— 6 � __j I -- -3 - "07."(� = , / "llws-i�5'.- .j�a I I _� _______ _ — I
I - 4�'a ___1__t J�j I I n .).S$�) .;*�,"'.""03p,op 1 1 1 � -
0 ooc:5, 1 1 -_ , PIPE IN TRENCH -1 I I
�� - 0 - _ : I I I 1 I SLEEVI -SIZE TWI CIE
013 W,.D.pp I — I I- __rT_F__ __ : : I Is M UNT I — I — — � �
o . 00'a - - '__'��SCH 80 PVC UNION ENCLo uR,:E :0` ; : � I I— - DIAMETER OF PRESSURE
, . -1 6 0 �D 0o 0. - - NOTES' — I I I I—
�. - I - _. I I Mid I�l I - - I
� - - / __ - I- I i -1 , I
I
I - 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND__ PER LOCAL CODES-LOCATI ION - — I I - _� ._� SUPPLY LINE
- � - - CONTROL WIRES-BUNDLE
,
2- , -- 'I 0.0�� 0.o. I I 1=1 I *I __I _11 0- CONTROL&COMMON:WIRES ' I - i --I I I I I I` 11 —I I �
.c, .QPP - j__1 I
- I I I 'TTT-7- I �
z 11E I .11 �I� _ I i Ev=� I _,�,/ 11 H � 6"TYR
: 6 ECTG PR110 TO CONSTRUCTION. m I E�_ __;;�3 ,- I
� : - - " 0 I/ TO BE APPROVED IN FIELD BY THE CITY INS P- ' --R: R 04
: 9: - I �� I I
w -6�%b =1 I 1=1 I AND TAPE AT 15'0.C.AND
O.. � �. . 1=1 - 1. - I - - 'I I I � I : I
i i OF REMOTE
iEHI I =� .'I,. P -n,�) aQ - - I 2.CONTROL VdRE SEQUENCE TO CORRESPOND:TO THE PLAN'S DESIGN SEQUENCE — T
0, ___ 6 11 %
6 � . - . - 61 0 � � , I � �
- - .�P- -9 77 I I IN STALL ADJACENT TO
�c-�0 ocl. 01DO I ;
�.cm r,� � dd, 0. I - - ____ 166, %_1 N R . - I :: � - - N0N-PIRESSURE LATERAL :
. I I
- -_i - PRESSURE SUPPLY LINE LINE SLEEVE-SIZE TWICE
I __ �0 - - - I . 6 N R RA GE I 1
- -1 - \ �a. ..LF, I I ;...! CIO 71 OLVALVES.
-I— : -,.?
:: I� 3.RU) FOU EXTI WIRES(COLOIR:ORAN )TO FARTHEST RCV ON EACH,BRANCIM OF THE
1-1 F — __� c H � -
I--�7::I I I 1 =��I I _=�l�;;:;I I i��Ell it I / I C4 - - � I I IF U
: -I I — -M -H I -111 --� � j
: : ; I DIAMETER 0 NON-PRESS: RE
I . - I R U uRt TAILEACH ORANGE WI RE AT THE E NICLOSU RE. I I �_ -
4 I - - ��, I 'I I 1_1�I_-I I 1��l - MAINLI E FG F1 T : � USE.PIG
= -III / --
I
i R : :
4.COMMON WI: �E TO BE WHITE AN' ' I I : � — - LATERAL LIN:
, f i :
! m / __ ,D CONTROL WIRE TO BE RED OR,!:BLACK IN COLOR. -1 I- PROVIDE 6"MIN.OF SAND
I
:
: ::
� I I? - w 5.NO SPLICES SHALL BE MADE BET WEEN'CONTROLLER AND REMOTE CONTROL VALVES, I �_I 1 6"TYIP. 6
: f
- E ' I
I BRASS NIPPLE ___j 9 - _�a B1 DDING AND SHADING NOTES:
. i I D INSTAL ::- :
1 3-/4"WASHED CRUS�H'ED C�4 m 6.LRfRR DOME ANTENNA PO� E I
11�� � CNI 17- RT TO B LOCATED:AN� L:1ED BY CITY REPRESENTATIVE TO :
I 11 : : RA : 1. ALL SLEEVES TO BE SCH 40 PVC.
NOTES: m LOCAL RADIO(LR).SYSTEM TOIB -1 i
AGGREGATEBASE 1 6 SUPPLY LINE i :
SCH 80!PVC SXSXT TEE__," PRESSURE �EOPE: BLEI-OTH:ECI!TYYARD'SCE;NTRA,LCOM'PUTEiR :
I NOITES- � � �
: 4 : PTANCE. I I
i : I :
:- :
G: G-A : � . SYSTEM PRIOR TO ACCE 2.EXTEND ALL SLEEVES 12"BEYOND EGGE OF HARDSCAP NG AT BOTH ENDS.
1.PLACE AG� REI TE PRIOR TO INSTALLATION OF VALVE BOX, , - __1 �
:: : : R � I : ,
- � : LV U IF F �H iD 6 6 E, : I � �
�=F � :�NTROL VA: ES A MIN I M M 0 12": ROM SIT L11CTUR ES 01 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED- PER LOCAL COO -
:I
m I : 1 INSTALL CO -
: I i : AR
1: :
I 16 - I : &: , F
2.INSTALLCONTROL VALVES A M iR ; SCAAPING. i
1;
N�OF 12"FROM STRUICTURESOR HARDSCAP[NG, 8 1 3�RO UTE SLE EVI iING ARO'U ND HANDICAP RAMPS.
6 . : : 6 6 0 1
6 1 -
6 1 : 6 : R : �
'16 : i :
- -
� : I
6L I; 6 D 6 : 6 2, INSTALL VALVES IN PLANT BEDS WHEREVER POS-S[BLE W ,D -A 8.CONTROLLE: SHALL NOT BE CONTROLLE1 BY GFI OUTLE 1,IT IS TO BE WIRED'HIOT', 1 '_
6 :
: 1 : I EINEXT TO S�f DIE W ALKS, 7 6 D MI, 6
(� 3.INSTALI VALVES IN PLANT BEI �S WHERE EVER POSS6 BL:1 I EXT TO S: EW �,LKS. .
i : 6 : :
: :1:
� N - ' 4.PiPiNG UNG R PAVEMENT SUSCEI TBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120
C4 T_ � ; m ,E P
:- :
D-C I I I LE R : 9,INSTALL RECYCLED WATER DE CAL(CHRISTY'S PART NO.ID4100 4 3/8"x 3 1/2")ON CALSENSE T 0
1 : � � S APi NG. OR ARI c4il I
- 4,PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HAR: 3. PLACE VALVE BOX AT RIGHT AN'G� : S TO ST UCTURES: � H DSCAPING. . 0 1 c� (24"MIN.TO 36"MAX DEPTH TO TOP Of PIPE BELOW STRUCTURAL SECTION).
: , 1: 1
: : : I - CONTROLLER BOX. C�11 NOTE: 17�
6 1
CN -6 �
I
D 6 : z IF �E : �
Im - z :1, 6 IE
: I PR: Xf :I:TY USE SSE-MPS�BASE O 5.MINIMIZE NUMBER 0 GLU� JOINTS UNDER STREET. :
:
: : OLLER AND i � N i BI X. 1 0.IF METE R AND CONTROLLER ARE TO:B_E INSTALLE: IN CLOSE 0 t
�R :: � � : A
QQ 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPI-IATE CONTIR 4. PLACE AG�GREGATE PRIOR TO INSTALLATIO OF VALVE O �
I
VALVE NUMBER[INSIDE VALVE BOX, I 1.P[GTAIL AND LOOP�C: NTROL WIRE AT 90 CHANGES IN DfIR CTION.
:, -
I : i :i I I A ;I I : ENCLOSURE THRU CALSENSE. �,
9 �6R 5. ATTACH PLASTIC IDENTIFIC, TION TAG WITH APPROPRIATE CONTROLLER AND m
C) I I I: : : ' f I- __
6 :
:
I
IT- : : r- 0 1 CD : MAXIMUM LENGTH OF PIPE POSS[BLE TO M1
: ip: I : I : : I i 2 6,USE �m
: I R zL IN : 6 : � i - Q0 E U i N111 IZE JOINTS UNDER HARDSCAPE.
I
i I 1 6 1D i I �ECTED IN THE FIELD :
"I IRE I NSIOE VALVE BOX. - -,T ST ED AND INSR
I - 'SPU!R L66 " ALVE NUMBEI TO H
-
� ::
c� 61 ALL VALVES MUST HAVE RECYCLED WARNING TAG(PURP:LE)CH�Rll S_ 9 V i CD I 1.AL CONTROLLER CAB11 ,ET SHALL'BE PRE-ASSEMBLE E 2.PRESSUI I S1 PIPLY LINE:2 112"AND SMALLER 18"WIN.DEPT:
W' 1R:
- :w c� <0
: , I
�m I ; � : I � : 1 94 BY CALSENSE. 61 0 �E : iE : :
:
6
- I I c� 7�COPP' R�LIINI 8 MUST BE SLEEVED WITH CH-RIISTY'S POLYETHYLENE PURPLE PIPE
I I E I i RI 61
: ID
; . ,
� MO,-DEL NO,ID�: AX-P`2-R:C009.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED, 6.ALL VALVES MUST H)WE RECYCLED WATER VALVE TAGS(CH�R I S-TY'S PURPLE MOD L NO.ID-MAX-P2-RC009) w : - ' 6 - T_ 3"AND LAR'G-,E:R 24"MIN.DEPTH I -
I � -
� I E STRG GBOX ENCLOSURE rq
6
HE : 1 6 -D_ ENCASEMENT AND OR WRAP FOR RECYCLED WATER
kn� I - ATTACHED TO VALVES.ONLY W ' N RECYCLED W ATE R I S AVAILABLE AND CONNECTE D. 12.IF T 6 WO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE 11VI N I -A t i PART#EX-TA-ET-2-PRW.
I m! — -_ I — MODEL 4:SSE-D-R -
I �
I
-0 I I : :
i , i : -
I : � : : : z : : I � I
i : : V, : : � � : : 6 : �
: : : : i 1 6 -6, 1
; : 1 6 : .
; :
I "I N : I � : �
0 ,c � , : .
:'I ;u 9 :c R : Im I , -6 1 : -
I i 11 61
_11_1__1___ 6:1 ; I I 1 6 , �
L : ;O G CAMONI NGA CALIFORNIA to I I I :
; : : , ,
� CITY OF RANCHO CUCAM0N1GA, :CA,: IFORNIA G TY 0;F RANC H GA, CALIFOR IA : i!TY:OF : ANCHO CLI A 0 I I I :
w : - - C)i y I I : ;c i � R V: - __ -
; z� : 6
1 66 1 : i 6 i
6 :
; I :
'
APPROVED BY� " CITY OFRANCHO: CUI� AMONGA, CALF10; NI:A I L0 CITY OF RAI �CHOCUCAMONGA, CA: 1:11FORNIA
I r�. APPROVED BY; 174 1
: i : .
I i - : � STANDARD PLAN - : � APPROVED BY: 1 6 - 16666666 61 1 cil I m ;L :
: REMOTE CONTROL VALVE WITH
: SOLATION VALVE STANDARD PLAN t__ : 1 6
: : � � C4 —
; : :6 : 6
0 16 - ; � � � : z STANDARD PLAN Il APPROVED BY: 6
: 6 : �LY
66666,- , �: m i
III I !O 1 CO�: : e4 APPROVED BY
:
.
w, : 1: : I NTROLLER ASSEMB, � I
: STANDARDPLAN 1
6666666- 1 - : I �e Lui i ,� I 1 6
� : ; f -
- - 0 3 or small r S! -0.
61.6 i 66666666666-1 HUT FF VALVE & UNION: 0 �: ; � - STANDARD PLAN
I
I : �
1
166 , 1-0 � : 6 : : :
6 — - Lu I : R : I
6 6 — 518 6 , I � �c : : ::N
1 6 - I i �
"I > - 1.6 --- . 520 111IIIiiIIIII!STA�LLAA ION: - TYPE A i TYP,I: AL T: ENCHI: G
I i CITYEINGIMEER . � . I_- 1666666- w 524 TYPICAL S-LEEVING
6. 1 CITY ENC31INEER 6 — 11 I I �
1
6
1
16 utj DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WC>R,KS CONSTRUCTION 61 �x DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 61.616 6 > CITY ENG1NEER � -1 I
I W R.C.E, 6 & 1666- IfRn, 532 166666666 Ed
- 53672 6 1 SHEET I OF I . R.C.E, 53672 I LILI DATE I U,E WITH STANDARD SPEO' �- 1 �QI - - — 5 i
I i i - - SHIEETI OF1 6 1 FICATIONS FOR PU�BLIC WORKS CONSTRUCTION -ER 6 > G61TY F-:NGI:NEER :
i j I I __ I 1 1.6 53672 SHEET 1 OF 1 61, 6 uj CITY ENGINE DA71 E USE WITH STANDARD SPEGIFICATIONS FOR PUBLIC WORKS CONSTRUCTION . 1
6 166666 6 - —66666666666666 , 6 . 6 DATE -DARD S,RECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
I i I A ---66,666,66666666 6_666, , 6_6,- I - --6-6666,666666666666 , 66666666,6666666666666,666, - ---6666666666666666666666666666666 - I I- 6 - 1 1 " . _!����� - 1 6 w R�C.E, 53672 SHEET 1 OF 1 1 1 66 � USE WITH STAN
__ ______ 666666666666 66666661,666 6 6 666616 - 666 __ I � 666666,666611, - __666666616661616 6 - 666666666666,666666666,11 - I I R.C,E. 53672 1 SK ET 1 OF 1
: 16 -_mom ___66666666666666616, - -6-66-66666-666666666666,666 6 - - 6 —
1 6 : I -_.m111mmmmm= mmmimm � — MEMMEM I III --66666666666____ 1 66 -
I I
I I __ 6
6 11 6 P : I �
6 16 166666666666666666 - I I
z 1 —6666666666666666666, ,-_ 1666 6-6666666666666666666, —
I i :ED �� : - -_66-6666-666666666666-6-6-11, - 6-16--666666666666666666666 - :66661-666666666,6666,666 - - ____ -66-6666666-6666666666666666666666666,6666,16I I I I
: ��66___ I : 1111111 -_... 11 -__ IIIIIIIIIIIIIIIIIINIIIIIIIIIIIIII : Iffimmmmmsm I 1 6666666666666666 --666666666,6, - -—111111111111111111111 6666616,666666666,666 - __6666666666666666_666 ---666666666666666,66,6 6 , I : ---6,66-666666666666 6 -
: :
: : I 11 66666666666666666666666666--_______
: I an� : --,-666666666666 -_
SCALE.- NOT TO SCALE I I - 1 ___6 - I 11 - - 6666666666-66666666666,66,66666666666666611I I : '666 ____ --6666-666666666,666666,666,666 -6- ,
1 _6 1 __6666 6,-66666666666 66- 11 6_6_66666-6,6666
666666,16,61- ---6-6-66,666666666,616,666666 - 6
ii 11- --- -
I I - N� T TO SCALE i -I nommim
6 SCAL E w 0 - I III SEENEEMEM 11111111M
s : 6 C.. I
i
SCALE.- NOT TO: SCALE I : -1 __
6
6
6 16666666666, -, :
6 :
C)CALE: NOT TO SCALE :
:
SCALE: NOT TO SCAL:E
I
�
I
— I I -1 :
f — :
i :
:
:
I
I
I
I
I I
�
SOLENOID WIRES.PIG 14"x2l"VIOLET LAVENDER WITH �
I TAIL EACH 36"LONG LID MODEL 1220-4 AND STAINLESS
,I
I
CARSON MODE L 91 0 1 0"ROUND : I
: I STEEL BOLT,MARKED WITH 11
: FIXEIID FILOWIREGULATOR-�
: I I
RIURPLE BOX W:TH L I D ETCHED :
I STRUCTURE OR FLOW PER DESIGN IRRIGATION RCV"AND ETCHED I -
: i
I i
I � : 6 :
i z :
: "QCV"AND STAINLESS STEEL BOLT, HARDSCAPIING WITH CONTROLLER AND VALVE 1
6-6166, 1
1 _____� � \ : c ____01 .................................�..........-_ I'll, --- _66666_666 6 - ____-_ 16,6666,66 6 1 - --6,66,66666"
SCH 80 CLOSE NIPPILE I SEQUEN E. I �
I � ,,--,-I : 66 __66-6-6- - 1 1666 6- .- I
,
II
I
I :,
FINISH GRADE - I SAME SIZE AS RCV /n �
: f I C-0 :
:
I I : � : I < I I .
\ REMOTE CONTROL VALVE WITH ��` I SCH 8J0 PVC UNION : 1
6"MIN. I � PRESSUIRE REGULATOR 3"IN:P:LA I NT:BEDS I � w I 0 1
; : � :: : i
: :
: i '
- -
AT GRADE IN TURE AREAS P — I AT GRADE 1:N LAW'N AIREA,S I !� � 0 I-SCH 80 PVC Ul!ION
cm 3"IN PLANT BEDS M <� I
I I f f -A � co
: _USE
: .D
11
I i ,
3: IN NON-TUEE AR:AS 18"MAX. \ - W-TTS IN LINE BRASS BALL 6 CARSON MODEL 1220-12 14"x2l" : CARSON MG EL 122,10-12 14"X 21"
i VALVE 0 :
: I
: :
__j W'' I� 20
AT GRADE IN LAWN-AREAS f- _(�) VIOLET/LAVEN DE R WIT HLID;MODEL __16 LIU I PURPLE WITH LID MODEL 1220-41 1
1 L ii \ -- I/ LINE SIZ I E q z im ,/_ 1'2__- : I �
�666
t;l \ I - ELBOW TYPICAL I -1 � .I—- uj = : I it uu i m- I I : 1 � �
: C : :
I - I - I COVERET HED r?RESSURE REGULATOR - CARSON OR EQU,6
- I __ 11 - T I I- 0 --cc 6 1 L)
��,_,�, �, f— I I - I I I :_____�: - - 9 --1 2' :5 (
I CL �
L I I
- - -, A ,;��. F:�D - V N � I / — � I (CARSON OR EQUAL) : , ,
i 1� : a_
, 11 - - \ 0 x 01 z I
I -i I I � I — - i � =
- f �_ Im �
— i
—
I — , . -1 I I I 6 . / - -III � 6 - 1111 : - FINISH GRADE � ti
I I � -M,77 I
I . III
q __ � .- - _. 1- - I z \ - - : .,-C �; I IS GRADE
: : - /11�/71/'T 1 I.- - : _ "I
I . I 0 0.6. - _666 6
: -, 6 It- 16-6 616 6 -
: :
__ 4 - � :
I :
I
LOCK[NG P�URPLE C cq \ . - T_ - 66666616,66666.61 - �
:Q — 11 6 1 - - ,%_ I .1 - I 1 ( - _1T H_ -
� N ELSON:- _E�I I I I I- 7�1 I
CV WITH III I 2 \ 13� 1 , 1EE T -I / 16
MODEL 7645(314"),(1) - == 1,L I SCH 40 PVC - � I I I =�j - =1 -66666666 _66/ 1____-
\ I - - --7-
1 /_ ' a El — ( � J I HI I . - �
�c 11 11 IN I - N- - � . 11 : I i
I NELSON#7641 Q V KEY I— — I FITTII IG � \ - F 11 . Li I �) -=1�I. 1'\ / -IF 161,
2- :� I I I - -
AND(1)HOSE SWIVE: I I - I -
L, I . -0 I "I PI - - �,
.
- I 2 - 1 - J�j � I � I, i -I I 1� C I ; I
2� - � 6 - _=�l I i
: I
I STAI LESS STEEL - -_ , . : _:��I RECY::LED WAT ��j I r Z' r I
i I __1- P � I .2 , - ) - :
: 6 — __ - 6 2� -
: : - ________c=- 1 -7 El � 11 WARNING TAG
. -
SOREW CLAMP I U Go 16-__ I - 1 6 6 m ==[ (SEE NOTE7 HE 6 �� I
; : - 6 6 1 1 ao I
1 : - - 1 M6 - =
2 MIN[MUM(3)PLACES -I - I VC WYE STRAINEIR'WITH INTEGRAL r-I- - I _6666�, � Go .7�4 -_
n I - I � � PRESSURE REGULATOR I STRAINER WILK NIS
I
-
1
6 166 � I, lr� � I
— I I I
m - BALL FLUSH VALVE AND DOW,N STREAM 6 116-1 1
6
- - I � �0(III-6'.)
1
- I- — - - I I � : VvycL S-Y&1 5
Z_ I I I � �1 I I - ,_------ - : I
: I
I- - i I I ; I
. - :
2 3/4"WASHED -d-L I I - z I STREAM PRESSURE GUAGE,ORIENT i - I � II, -1 I I I I 1 6 RECOMMENDED : I
= : : D, �> v;1 - ,q < 2 SUCH THAT IT IS READABLE. 'A I ; 11' 6
__ CRUSHED $ - I i . -"A�_ I PIPE TO BACKFILOW PIPE FROM i
1'r- �71 �, 31; L-- = IF 16 - ;
; � - 31 I :
- ' I
I (D I I : � PIPE FR .. METER""" 311 1 PIPE TO'BACKFLOIN I
AGG�REGATE BASE 1INZ> LI-11 = :z bv D, : d 4 -7 1 1 )f SALGO DYSFG-PLAN SIZED I � I om - - - 3 PREVENTOR I I
w�" -- . Iq �Q - / I METER- III I - - r__1 �- ...666 1 1 PREVENTOR
I L> 1> �, I Z> T> — I - If I I I
� 1�1 A� b, z N b, 4' l 4 .6.Z.P -.666666,1111,-11", " ,, - 317 6 - I — - '— I 1 6
1 t� - 4 �_0 , I i )6 i I �=[...... I —1. 6 1- I
� — ,_-----I— I
�, �, V,t�-t 4 4 00�0 L�I A ?D'i"00 1�� 1�11_� � 4 .1,16111 . I- - .1
- ... I < .q ,I ,q � a-c___0 0.0*&�, / I -_ --_ 666666-
- I - ��� . I i i 11
- I 1 66 1
1 -= - 1; .D.6,o. �P I - ) : f
I :
SCHI 40 BRASS .Q,p FLOW�� � : i1iRRIiIiiIIII0111
I i :
NIPIRLE ______f��_ - -T, I'll - I 8 .lr�OC)a I .9.0�O _j___-rI7-,,1 I 1-1 f I 66666.666666666661, - 6 : F
-1 - I � ] � - 11666,66 66 1 616 6,666LOW
o 000, - - 11 -
I
- - - 0,Oz�D 6,�4:��,�,F� I - I
- - - I �11 _1/ c *I =3" =1 - 11
I : : �=l I 11 I r- I E E
I �
-
SCH 4:0 RRASS NIPPLE I (110 0,, I 11-1 I=
* -
-_ 00 ____.,J_;,iv.�m)P - -_- : 11:
1 24"LONG / / I t ;*�,-"�spp 1�,,o�o _ I i I I
i u . . - �c-�'ou - -
00 �, ,0 =I= .0.0 - : -116616 6 6616 1 - 6
66 --,-6-6,6666666666
Q� - I 0,0-d o I - - : -
! :z- - � ". :
:
I
I —-0.0-6, .,.. () F�� - �, X
7 - PRESSURE SUPPY LINE , -6 - - : I I
-t- —I :11 2 ' III-
, : �1� . - � 6
1 A : i
- : :
-
�� � *a'.'�'ap = - :
: to .. , ') . z :
- - ;;�, : :
- :
: SCH aO PVC NIPPLE L 3/4"WASHED - ="a .�Q,.Pp .:-�00�4 �
� i : Q : i
I ; -1 - -*(�� - -2 � : 6-
-, : 1
6 .
-
N Q.-0.-�� 0.- '.. -I 1E 6 :
0 .. 1,40 1 1 6 61
1 : I-' I I F dfl.13 _ Z6� 6 :
! SAME SIZE AS RCV CRUSHED AGGREGATE - - :::
: ,a, 6 : -
- Im I 1-11-1- 1-11 : �
: �
666 1 I I�El I I- , I :
. I i
SCH 40PVC SXSXT TEE _07 =11 — _1 i
= 16 �
666,66 6
-_ 6666 __66 -_
: I _� , —I I-il Elf LI I 11 Ell LI I Ell I I —II_ --il: 66666 1
: I I IL I . I:" *I -
I I :
:
: W,
16_:
1 1 gr,b; 11
I k 1-1 _
� SCH 40 BRASS 90 ELL \_ I z 666- �. 11
I i * 11 1 ,
� So 8:0 Pvc a 3/4"WASHED CRUSHED 2- i ;: -
H 0 1 1 ::
1:
I
I 1; :6 i_610�A
m 1I_ STREET ELL" I �i i I & LOCK BOLT -USE WILKINS MODEL 500 HR(1-31" AGGREGATE BASE zo __-1-666 4vv I 1
166-
C? -S C H 4-0-BRA S S 90 m NOTES: I I 0 new Am, I
o � CD 0� LIFT HOLE ill, -_ 4riamer . 66616"upwi 1 �
'I I I
a) 0,1111i, I—-— "I -
11
I
1E S I 11 �
6
NI STREET ELL 1- INSTALL CONTROL VALVES A MINIMUM OF 12"'FROM STRUCTUR; 3 OR HAR CAPING. =
6 C4 I IN � I 11 .11: I-
I I I D I I I I I=,17!_',_
: : ::�
: - PRESSURE SURPLY, (N : . LS 0� FINISH GRADE 9" NOTES: : I -
I : 6 1 �
� I I 1 61 1 6 :
: : : 2. INSTALLVALVES IN PLANT BED WHEREVER POIS�S�;i:�BL:,E::NEXTTOSrll;D�EW,A,,LKS. Z
E : :
: I
LIN: FITTING #4 REBAR STAKE (D 3/4"PVC BALL VALVE-THREADED � : : I
I : 6
i I.INSTALL CONTROL VALVES A MIN.OF 12"FROM'STRUCTURES OR HARDSCAPIN: : I
I : : 0 it : : � : C I k i G, 314"WASHED CRUSHED
� �0 (24-LONG) 1 1 PLACE VALVE R X AT RI G�HT ANGLES TO STRUCTURES OR HARDS A ING� i I 1
i
I? � (�:) 3/41"X 36"LONG-RIG TAILED 2�I NSTA ILL VALVES I N PLA N T BEDS WHERE EVER POSSIBLE N EXT TO SIDEWALKS, AGGREGATE BASIE
w �
!,to
0 a� i 6 : I ;
*7 1, :6 6 :t I -AL ' I 11 =1 I
N m 4. PLA�CEAG�G�%--R-EG--,ATEP'R�,l�O�RTO:�INSTA,LILAT:10�NOFV ,VEBOX. 6 1 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING,
I
1 Irl, I :
,� : I=> I
� 6_6 1 1 z � I
� LA i i NOTES: i
PRESSURE SUPPLY LIN L ; I : � � I C PVC MALE ADA,,P:TE:R-L[NE SIZE X 3,14"(S X T) � 4.R CE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, i
i 6 1 1
1
E A 5� ATTACH F AST1C IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER C4 f
:
�� 6 : :
; i : :
I � : : : E R :
61 ; : 111FICATION TAG WITH APPROPRIAT CONT OLLER AND
E I :
4 __
; I
AND VALVE NUMBER TO WIRE IINSIDE VA'VLE BOX. I_ T) 6"TH�CK OF 3/4"WASHED CRUSHED AGGREGATI I — 5.ATTAGH PLASTIC IDENT :: 6 �
I I
u I i :
to : i : VALVE NUMBER INSIDE VALVE BOX. 1, ENSUREAMIN MUM OF 6"CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED
i : : � :
:
I
I m NIOTE� w 1 6 - C8 ) ENCLOSE I CARSON MODEL 11220-12(1 4"X21")VIOLET LA EWER 1401, 6 : i - i AGGREGATE.
�
6 1 1 -
I IF 6. USE RAINBIRD XC2-150-COM DRIi VALVE. . 1 6.ATTACH RECYCLED WARNING TAG(CHRISTY'SPURPLE MODEL NCI,ID-MAX-P2-RC0091) �
6 Im P . - OR, : 6 :
:
2. STRAINER CAN I E PAINTE PURPLE WITH RUSTOLEUM 1961 AS PER CUCAMONGA VALLEY
:0 , � �B :D
� � 6 � BOLT D ISAVA[LABLEANDC: R : CTED.
0 � 6 ca c0:1i WITH LID MODIEL 12204 AND STA11NILESS1 STEEL WATER
1 6 : 4
CID I I � � NE
I N 1,PLAGE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. I 1 �9 ONLY WHEN RECYCLE
11 :
6 C-4 Q :
I WATER DISTRICT
:
- 1 CIRI 1
6 c� I i I
: 6 : M
: it 6
- 'DRIP USED ONLY WITH SPECIAL CITY PER i SSION --66666616 - 1
16-166666,616 ___
66666,6111-6 --
-
11
61 - 6666661, -� -6---666" - -66666666,6666 :
I __ - - I -----Rim --66,6 1 1 66666616 -6 6- __ 6
1 1 __ --6-666666-,
6 . -
- -
: - ' IV- ____6___
6
1
1
6
1
1 6 1
6 : 1 6 : i
i G I I - 6666,666 i �
i � : i
I I
I : INGA CALIFORNIA
: : : :
: : �
I : 6 ICH
: I I : : : P: - : CITY 01F RAN
i 1 6 i � : : __ I i
: - 1"� I 0 ; L :
6 6 , H CUCAMONGA CALIFORNIA I : CITY OF RANCHO CUCAMI NGA CAI IFORNIA 0 CUCAM I
O.
I
� �
:
CITY F R_ANC 0 : -
61 � I : : :
Ri I m- i z � ; :
— I � � : : � I :
a I 0 1 1 : - - y
I : i I : ,,�,,, 666,6666, 6 __ ,I 616 1
: ............... i - — 6-16
i i : O i I,--- I� -_ - I 11�111,R � 11 6--16166666 616
C1TY:0F :RANCH0 :1C_UICAMONGA CAL:1FORNIA 0 CITY OFRANGHO CUCAM INGA, CALIFORNIA IP-1, APPROVED BY: ; -
6
6 "'14 APPROVED BY: 6 � 3� ARPROVED BY: � I 606 �
6
1 9 i - PLAN 1 6 1
- _
; rl- 6 1 - A : -7
: :) amm STANDARD PLAN �
STANDARD PLAN C*4 APPROVED BY: ______ STANDARD
: I CD N I
i . iu : I STANOARD PLAN I APPROVED BY: I Q � I _-�
: 11,
Q I CXCOUPLING VALVE REMOTE CONTROL VALVE SYSTEM D BALL VALVE STANDARD PLAN � PRESSURE REGULATOR VALVE 1666 STRAINER � 6- 1 6 0 s C A p,�t -
0 � I 0 . � � �A .
. w__ - 519 : :
16-- 1 a 66 - > 616 __ I _____ : : %I-
- . _66-66 6 t 6-
: 1 -6666
6 0 -_— _. 536 - 6- i 1" GINEEH`_' 661, - -666666666666 1_0 � 517-C : ru... N
I 1 5; CITY ENG INEER 6 6 6 w IG 1 16- _1 31 - - CITY EN'GINE-FnR DATE USE W17H STANDARDSPECIFICATIONS FOR PUBUC WORKS CaNSTRUCTION UMIL I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1, 6 i
0 FOR DRIP IRRIIII ATIOW ' 521 - 1-1 FOR EMITTER FLUSH BOX 166--6- � R.C�E. 53672 RC,E. � vy/0
6 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC 6 —I 1 531 1 ,----6--666666616-- SHEET I OF 1 66 : SHEFT 1 OF 1 I 6 -
� R.C.E 53672 SHEET 1'OF 1 11 > CITY EN G INE:R I n — I _11 -_ 6-6-1 : : vmmm�2R,,,,,R.R...., W10
I �: 6 1 - _. L 666 - 6 - I I 1W 1
6 - i I . > E I 1 6 I J ,
- Is N W R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS GON! SHEET I Or 1 IJ . R`
. WORKS GON TRUCTIO I STRUCTION t I CITY ENGIN ER DATE USE WITH STANDARD,SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I *
1 6 R.C,E, 53672
: f 'I- — I i I
I I 1: I SHEET 1 OF 1
:
6 : -6666666666, - - 11 I - 666,16,66,66-616 666- � I I I :
� ; __6-6666-16,66, 6 - � 6 --,-6666666,6666666666666666666666 6 - 11 -166666666666666666 6 - I E 61
16666666,6666666666666666666666666,666666666666 -_ 66,66616-666,666666,66,66
; : 11- I - --666666-66666666666666666, ,- __666666666666-666,66666 - -
: -,--66,666666666666661,16 6 616 6
: u�� ,IN - -_ . 66666,666666666666666 -_-
: I I �� 1 ____666666666666666_666666 6_6 - - - -,666,6666 6 -
: -- I --_ 6 16666666666-616 1 ---
I : . — 6 -- 6
: , I 11111111111-11 I 1 -,6666666666666 6 6 -6- � �
: I m 6- 6 1 III -m----------,, , ____- - ,- __ _____6666666666666666666_66 66 -,--6666666666666666666666666666666666666666-66,66-16I ___ : 1-6666666666666 - —66666666666666,666666,6 __ , .`MRRRR,
: I am � . .1-666666666666666666666 I -_- _6_666666 666,666 6,66, ,- ___6___66 -6--666666666,6666666,66666666"6 6- 1 -616--6-666666- -66666666666616 -
t,66,6 I I IIIIIIIIIIIIIII - . --_ -mm _1 I - ,
- I I III --666666666,6666 --- 1 __666666666666.1-6-6666-6- A� -4
� 16 1 __ 661--- - = -11111111111111101111 - I I-in - - - 1
6 6 1
''I
I I I I �
I � 16- - I I
� I .
I
-
: I 11 Si re I -
� S:CALE- NOT TO SCALE I SCALE-. NOT TO SCALE : ..
�
: I SCAL: . I
: I I
E. ____- - 616661, 66 1 ----_
I ---
11
6 61- 6-
I I I : -I ______ 1 6--- SCALE: 1 16 7-31- — 1161,
: SCALE: — *1
: �
� �
LEGEND- ,Renewal: ite
I
I
I I i
I - 6 �
RAINBIRD 1812-NPCAP 6 N :
- I- �
I /1____11 Ily - CP — . 6616-11
1 P - --- , -t- 1,.2 L.I!I mi,UT," 6 Date %, 6
1 : �L __1% 1
1 4I � - - : SAM: RS(PURP E CAP) x _06,66,16"' 12 I T-EH-CLEAR- -2 : I �
: i 6 :
:
I : i I ; 6 1
0 I I
:u : SET T x � I�
1\1__,� PVC I:N P T LATE RAL VALVE,S:ZE AS NOTED ON 114"ABOVE FINISH I I -I - :e
. 6 : � MUL )� :
6
1_� 1____1 I 6 � 6 1 . ; GRADE OF SOIL� \1 I Q 6
: � ; ; I
,- � . I RIM I , I
r__� I IRRIGATION PLAN 6"COVER Mf� �� :U;MR � I LCH PER CITY I
i 4 , ( : : .I STANDARD,TAPER 6 -
i 0 I : - OF : At 166
: -) FINISH SOIL GRADE : �:
I : 6
: (,-"-) I : : 6
: 6 i ...1.111111........��,
: AWAY FROM HEAD
: � �
66- . 61 : I
li 166 6 6616 61 : 6666--6666
�IN11121 -1 11 17 -66666666666,66616:: � I I I 11 1 6. .1-66 16 g��� "
01 5 ...... ,��� ,
��il,t 1, - ..� - I
� 16 : I I ; � 1,1�1 1�1-1 11 ,. % . -
16 : I r- ,� 6 11
,6 , :� : I .115i, -
,6 1 1 i I E z I ; WNW% 961A� 66666666 -
I :D, I i I
1 02- LANDSCAPE: RIPLINE,INUN WITTER TUBING... � �� , ,'�� -00121mm
66.6. 6
6i -
6 1 ,I I'll -,-I �. g III -66666666, __ 66,6611, I - . 66 66 66 611 16- ---6--66666666666666666 1 - ,
� ,
,
,
,
i , ,� __666666616 -1
,
,
,
,
_� , I Know Ill 1-iiiii-�; ----6-------6--6,666-6666666666666666666
I :
I I -6-66666 -_ - -- - 9_1 I -*.-e,-,RR74,1_%.��' 6 1 9 ggg- *^ : I I - _
& IN I , " :
i .. I.I : :i
I I I , me , N :
6 1 1 n,v%-pr-- I I :
---77-----� SPACING BETWEEN LINES AS PER ERRIGATION , ... i;I I -.,. �
, 00
I
- -.10 Sel;
"I I- - -1.61-41"o--" , I :
t*4� 1 -, i ,w I __1 � - ,OmAm. �Z��' �
� � s I �I
I
LEGEND, INST LL ON GR,,A,,DE.COVER w/MULCH, ---661,66666,16 fe-V - - __ : :
.1 : � :
� 6 :
I I :I ; :
11 1�� 6�6661 � - - :
11 it 11 j MIN 666616 _ - .6-___ :
666666,66666666- ---66666666666--666666.6- : I
- . WIN - 1 6 1- I
-" ! , 11__ 11 ommontm - ----6-666666-66666-6666666666,�.
6 6
11 11 It 11 ,ff I Z� 6 1 1-------
� � I
% ;:6 1
1 : :
: ::6 �
: i I 1 6
: :111 11 11 11 ff 61
: 1% � I
I I
I : 03 , RAINBIRD AIR RELIEF VALVE,MODEL I �: .
: . 11 11 11 11 It N\ :;
: I 1 6
: 11 11 11 11 11 A 1 � :
:
:
-66661- 6
/____ EASY FIT COMPRESSION TEE 11 11 11 11 11 1% FS144OX-1 00.LOCATE AT HIGH POINT OF t .----666666666666 - -666666,66- -6 -- ---66666666,66, 6 6-�,-�-6�666-6-66---,i __6_66_-_ - .
: I ! - 66. 1
1 -11
I I I
: ,� i
I i
I
11 11 11 11 I'l It 6 :� .-SLURFACE SYSTEM. 6 - :
. ,
I I 11 11 11 ti 11 SUB 11:I 11 : : :
II Ill :,
::: � I
66-61 �
::
666, I 11 It 11 If If ::, I :
� I. :
1; 1____111 : � I
1, I] 11 It 11 11 - : ::
11 E 1 61 i : - I I j :
I I �
: : _6666, -
LANDSC AP: Ill m I .1- �
: : z 11 I 1 _6 9-66- � 66 - --6666666666666666,66 - -- - _� - ;
� u im : z I 1 6 -
- - : � I ---,) 11 I I 1 __
: I � i
; I i :
- z
U G 11 11 11 11 11 11 ; U4 ARI A 'TO ATIC FLUSH VALVE,PER IRRIGATJON � :
DRIPUI I
NE T: BIN III I if 11 11 11 11 6 ME 66- 666- 1
,
i � � � 6 : i � :
I CITY
6 : I I 2_3 1 : I : :
11 11 11 It :LAN D I : 6 :
I : � i Ic : - -6-
: : :
If 11 F LEGEN ,(WHERE[INDIC ATED ON PLANS). : 6: DIES RIPTIONOF REV, 1,SION :
: 1: :
. :2� : �: DiAT:E :�
: :
: 6 6
6 : : �
: 11 11 11 11 11 11 � 6 = 6 I
: : i 6 : �
1 6 1 APPROVED
: � ") � 6
It 11 11 INSTALL INPLAINTER AREA. i I � --66-66666666 - _66666666666,666 _ 6 -
11 11 11 : ;� i ingmeninglomimm ME --666,66.6666,-66666.66 6 , 6 6-- -1666666,66666,666 6 ____ 6166661616 - 11
6 Ir- : - --- 66666, 1 66 6
: : 11 11 [I 11 11 11 1 6 - 6-
: _6 6�
i : : I - I 1 1-6 -_ 666,6666 i
6 : SIGH 801PVC N!IPPLE -I � I f 6-66-66666 - _ 6166666 6- - 6-6- I- :
I : 6 1 1 6 666666 66 6-666' 616666 - - :
: : ,6 � �
: I � i : I I :
: : li i :
MULCH LAYER 11 11 11 11 Ill 11 : i : i � i :
i � i i I
: : : ; : � : ; i � I :
/1" - : : I : : � 6 :
11 11 (MIN IMU,M 21f LON : I : : � : 11 : : �� i : i i : :
G) : : � : j � I : I : I I ::
: : � : : - � �; i i : : :
: : 6 : : I 11 : i ! : :
III 0 I'll : : :
: : 2 1 : � I : : :
: I : �; 6
1 : � i I I � � :
1 6 6 5 PVC EXHAUST HEADER SIZE AND LOCATION AS : : : : i i I : I : : 6 : ! :
I I : : : I
i : � : z :
� 3 ___w_ " If 11 ? -1 : : � : : i 6 1 1� i ,� :
FINISH GRADE - : I I : 6 :
: 6 L: i I : 6 1 1 :
6 1 : 6 i
- : I � i i � 6 � �� � 1 16 1 1
1 6 1 � I I I 6 : 6 : 6
IL : i 6 1 6 1 i li � i i 6 : i
6 1
"__*__0 i , I : I � 6 � : I
11 11 if 11 11 i I : z 6 i - : I; : 6
i � : 11 : I � 6 1
� �� : : I
, I : I I
I : i
: :
1-6- 1 11 11 11 11 11 11 : NOTED ON 11 RRIGATION :PLAN:.CONNECT DR PLINE � �: i I -
:: - -
6-11
: i - --- - 1 _666'' -
I
11 : : - : I SCH 80 NIPPLE-6"LONG : 66-66611, __ li-li'lill-i'llil�I�� 6-6-6-666-66666661666166666--I-- 6 6 - �
: 4 ;
,11 "if 11 11 It i: ic : �i � I � . IN 166616-6 66666-66666666666, -_ - 6
:: I : " -
:: � � ...
TIE DOWN STAKE :: - - 1 TO PV1 w,/PVC TEES AND COMPRESSION SCH 40 PVC
11 11 11 11 11 . 1. I: .- I I - --- -
I It 6 1, I -
: : �
: : �
I / , 6 311 TO 61 6 16 i I X T 90 ELL I
\ N \ \� \ \ \ \ \ \ 11 I '16"' "I � : PV&TO-PVC CONNECTJONS. 6- 11 I : 66
I : 11 11 11 11 11 It, F11711INGS.GLUE ALL �: : -
: .
i 6
:
6
:A
/ / / / / / / / / 11 �/ 11 / I : : �
:�:
I :, I
:. �
I , / I z 1 :6, 6 1 : I Ac - 996�8
: 1 / / / z / ,� / / / / � / / / / 11 It 11 Jr__________________jr .11 I � A. 112- 6 6 :
� \ \ \ \ 1, N \ \ \ 1.1,11, \ -, � 1, If Typ r �j ARLEX 90'a STREET ELL
/ / / - / / '/ 2 1 _4F______)j__1I 11 11 ti 11 �_� : AST AVE TRA : T I
I :
\ \,\ \1\ '11 \ \ \ \ \ \ \ \ \ \ 11 11 if 11 11 114 I i : �� _ :
6_/66666661666_/6 __'� , , ic I : : :
_x . 1-.(----41 - - ' ' , �6 : : : � _6666666,6_66,66666,661 _ .
1_6 _,__111 ,z ......6 11 '/ i_,�� 6_66-Z616z z 411 i i 1661 , 6 : �
.11' .` .1 Ri' .I- P - -z-, _/6666,66 1 6 11 11 If 11 11 11 U6 PV COMPRESSION F:17`1114.,�Ga S- 'FOR ALL I i ]
� e �� .. Re Re 17, �Pzbl- -7 7 : mm
- � I �?,__7_0 , : I
, : -
: I
1 616 6� _e, - 0`1 e ,"-- RR 66- � i./ , I .0 .e c 11 11 It 11 :11 11 I : 6 1 -
i 0 ..' .16- .__e_�- _6 k;* 11 11 DRIPLINE-TO-DRIPLINE CONRECTJONS. �
*- "...
X' ,.r -.* ,AR ......�
. / -11 _J?
e 6 :
I z
I I
� 'A
- z i 16 , --666666666- 6 co: 11 11 11 I I : I TENANCE DISTRI
zc I : -66-66,66,6,6666666- -, �. % M, ( )—--il� If 11 11 11 I I M1 RLEX9CC ELL LANIDSICAPIE MAIN c :
� J, 6 66,61- 1, 1 . .,� 66 66 . el",I i. 7 7.1RR, .% I 11 11 11 11 11 11 I 6 1
6 i �� eil R.o� e .,. 6" . 6. . -, -..? /.1 I NOWPRESSURE 616 :
.- . i I ,/ I . . / .R RR 11 11 11 I � I : :
*- Z 6 � t .-� Re I 11 11 11 i I :
- "" LA I : 61 :: 1
6 1 , e : i I 11 :
/, P INTER AREA PER PLANS. : 6 i:- : 616-1 : : E :- : :
i i z : :: : :
: . I m . Re - // 11 It 11 11 11 11 LATER A-L FITTING : Iz i 6 � : ::: : : : : :
: : :: 1 6 : :� : � I
I-R, *, "/ , I/ i : : i I :
Is I � � i : :
: :
.. ,O THEA T CO, NER OF EAST AVENU: & F I SK :
/ .ml ,/// / , s u :
......._*%__'/1",_ - /�"/ .- I _/_/_/_/10'- -.e ,RR, (:
% _.� 11 11 11 11 [I III I I ER DRIVE :
I
1
6 k - 61 6
6
i III 11 11 11 11 tj ON-PRESSURE LATERAL LINE -
11 I --66,666, - I
11 11 11 11 11 11 : I : I __ - 6666666- --_ 11-66661-6- 6- - -
: i � I I - 111 --66666,6666 6,
EDGE OF PLANTER AREAR : __ 01 - -_ 6 -1 6
: I
: %I_______
: 11 Ill 11 11 11 11 I -
I 11� 1 08 � �
:
:- 6 . of, :
:66- A 1: I :
1-6616,666 1 1 : �
6 _1611 :
__ -16---1___. ___ I- 6 : i
i 'A 6-1 -666 1. I I I : 1'r -66-6666- NOTE: 6 N DETA LS
(g )- �i- i 6 __61. __* .1RYI-1666 - '' IRR.11.11GAT[ �
I I :
I : -6 6 - 61 :
i I 1 :
� I : 66666616 - -_ 666666666666 1
: I ; : : I ONK� -666,666666 -_ 6666,66666,66-66 61 6 6- I :
I : � i I 1: E D, 'D 2"T06"'FROM WALKS,CURBS,HARDSCAPING, : EEM -,666666666666666, - .11 - - 6:
\ 6 : I :1
I
: I i : :
1__/ I (9_') PVC FITTINGS FE AN SIZE AS REQ01R A 1.LOCATE HEA I __ ol %66666 -
6 � : , : -6-6666666,6, :
I :
x I I �� �
.
I
i :
� 6 11 it [I 11 11 11 I ��� : i MOW STRIPS AN DEDGES OF LAWN.
: : x i i :;: I
: I I : I i :
; i I ! 6
11 It 11 11 11 11 GLUE ALL PVC-TO-PVC CONNECTIONS. USE A : ON ALL MALE THREADS. 1 16 6 1 �:
I ;F 0 i 1:tw
2.USE TE:LON TAPE APPROVED BY,
__m__6__6_,0 11 I : .__� I : 0 61666, 61, DATE, 101 ts I -
I
I
I
: i ) RE 6
; S - '
1 1, : : 1 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRE,-,Su
I : 6R L
11 : �
__i_������� COMPRE S'SION FITTINGS F01 A L lw : 6 -
I - 10, : -
:
I f COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. [is
I : 6
: : I i
�
IN - 'i �
vw� c � I 1: i
;
PVC-TO-DRIPLINE CON ECTIONS. 6 4.HEAD CONNECTION AT BOTTOM INLET ONLY. CITY ENGINEER 6 R: E No:.V q :
601-- 66 1 1 - 6666661 - 66 :
166616, 6_16666661616666� _. :
14 - 16- __6_6___ - 666666666-66666666 - :
- --666666666-666-6666666666666
i - :
I
I I , __w; I--- 1%. - _67
; ,� ,� 6 : I - - �
i I: . �- : "." 6- 1 :
:1 ; : DESIGN 6, 66166616_ 6 :
I : I :
z : I - I
: i i :
* SPACING AS[NDIC_ATED ON : 11,11" I
1
6
1 6
1 6 1
: � � I
��'. � R ,tu
U-1- _6666666666_6 - �6666_6_666_6 6" 6-66666666,66 __ -1 : ; 10 P REC - M '
:0, __ — - 666666666666,666 - ' ' ' I - , ED
6 ...1 �
I
- 666- - '666-
� I I .
� D . - __� I
: I I
. I � 6
: I I 11
I � Uc - -G__A, CAL I FOR N 1A : LANDSCAPE ARIGHITIE-E-I TURE
i R � I : - : : 6 H401 C I 'AMON!
6 1 . , I , ES11GN G
; : RCIHJT�I I
q
:
:
I R - __ : A! N,(
� : : 01,
� i I I :
I R11GATION LEGEN " C11Ty OF : ANC
I ,.I.,.-..., 61-6 -61 6 GPD
J" c
�, : i I .
1.6.66-6-- - 6666666 61, -61 61 6661---6661- M,&PPROVED BY: i -6666 1 1 1
6 1 6 : � : It
i
I I 1 6- 66 - : � STANDARD PLAN : . -6666666 - -66666666666, , SITEPLANNiNG — I 1 6666666--
6 1: � � 1. - -1 6 : li I mom — 66666666666 1 �
I I : : i : _ - 6 -6 1
1 : . :I 11. 61 __
: :I
i 6 :1 6 1 : . I
: 6 i R D 'TRE T I
I : :: : I 0 n- __ I __ __
::1 66666,666- - -6
: I m"
: :I - P :
6
1 : -666,6- ; P -UP SHRUB SPRAY HEAD - -
z : fm 10:221-A T A EMARK S E `
'
6 : i I :: :i 1 2 : --- F
: : I :i 6 1 1 DRAWN �
: : I : 1- :: � - -
; i 1666 1 . :: 1 6666"A 1 ___666- 6 - 1: . : SHEET I
:� 1 5,39 : :
. :1 6 12 %- Wo 6 ____ 6- - __ : :
I :
66 :R — 6 � � : CHO C1 CA :
D�R! PL� N:: ELOW GRADE I DRIIP� I E LA,YiOUT, I r : I RAN' U MONGA CA 91730 :
, N : 6 1
: � I 0TY El'GINE;F= DAM T I � I
� � I WITH S I ANDARD SPECIFICATION'S FORIPUBLIC WORKS CONSTRUCTION I I
:
--
-
16666666 � I- - 6
1 —666666666666666666,66, -66- � 6---66666-666666666"66 -66-- -.- ---666-66666666666666666666''6666,666666,666"66,6 666 - - 6 6 1 --66666666666666666"6 __ % 66--66.66666666,666'' - __66666,6666666,66 , .16666,666,66,66 __-- � I I X R.C�E...-66653672 -E-T I OF 1 -2800 'FAX- (909)484-28 2 6
,
i -----,666666666666- 1 __66 - - __ _66666666616- 1 1 __ iim�_ 666_1 __6___.66666666666 1 1 SHE (909)484 0 : ;
_-6--6-66666666666,666666 - :
I i __ __ --66666666666666666,6,6-- 6 - I-m .111-im, _ I .� I , -_____ i 1 6 1 � :0
: ! . 16 6 0 11T'TED
I 111111111010 EM a I --emmmmmm -6------6 mmmom 11 .666666666666666,11 - _ , �
I
I 1 _____6_666,666_6 66 Jc:c I � I : POWELL
___ 6166,66666666666666666666661-666�6666611,666,666666 - � �
6
6
________ - I � ;:
6-6666--
1 1 1 _____,_,_6_, iiiiiii 166,...._-,-6,-6666666666666,66666666 _6_66 --____ 6, _____ ___.._66; i .. 66 ----66-6666666666666 6 R 6_'_ -
6 6� i ____ ... - - DAVI;
6 1
1 goommummoommummosommo=� - 5 OF 1
________6_ . I 1 -111,666--6 _1111111 __66,666666666666666-6 - �66666-6666666666-666666666� - I -1 CONTACT PE SON. :
- I I : --66666666666666666"6666666666 - ____ -
I I I : I - ____ 111111 : m --6666666666666,16 - --6666666 6 6 1-6666666666666,
� I �% - I � i I I
:
I � : . I : . -6666616 -- --6--66666666,66666666666666,6
: _ 6
: . I -_. -
: : I 0
I SCALE: SCALE. 1 6 1 It . RLA N: , 2834
1 1 SCAL,E: N.T.S. : - DRAW_ I�NG NO.
; :
I : :
i SCAL:E. �
- --666,666666666 : ::
I
gill IN 6666666666, - - __ 6666-61-6111 , .
nommolimmom I 61666,666666 - 1:i : 1
-66-6666666666, 61 - -666 , -.--6666666666666,6666 - I ::I : i �61
.1 __ 66666-6616 - 66,666611,66- 6 666666 ____ . :,6 : : ; 6 1 �
1 -666666666666666,6666666666,66666,6,66666666,6 - 6666666666666 6 i : I .I :
I ---- ____666666666666666666666 6616 - : i : i :
6 1 - --66666666666666666,66666666 6__-- -__ , c : : � P 119
% smonemmwnwmmm 16.- MIN 6 --n-_6666666666'', - — 66666666 - —_66-666666666-6666666666--_ 1 6666666666.6611,66-- : 1 - : DATE I JOB No. :- -
onemog�� III--i--I- a momi I 66666166666666666661166-----___ - - —6-66- --66666, : — I �
I � -6-,6,6666 6 - —66666666 - 6--66666-- - :: I
- - - 666666666 616 :: 6
1 ____ 6666666666-66666,61,66 1 _666-66666_666-6 - 11 �
I -- 666--6666666666-66666,666, I
%
_666-6
6 6.-
- - - 111, --666,66666 go-Igilmoommorm-66�6666 6- 6666 66- --6666666,66, ---6- 666666.. - 6 - 6-6616 ___ 1
____ --I
1
6 :
I
� PRR1WECT Sheet No,, L-22 of 1: �O�
I —:
:
i
:
i
�
:
:
i
-
�
��
o��
. -
I � � � � � i � I' �
-_ I I
- — IF i I / � I I _� � �_____:::� �� � � �
I I 11 I — _ � �
I . I I
i 11 � I
� I tw'I'-�11'I I I , ' _/__ I I � � I
'
—
- I� P � E L/ �71 �
-f,I
11
I i I
I
1�
.
6
1
1
1
6
1
1
.
.
� . . ��
�
� I
� I
� . I I .
�
�
� �
I - .
11
I
I
I I
I
-1
I
-
I
� I
___ -
____ -
___
i _ I __ 11111111111ii- � ----- -----"________I�I- _______ -� �� - ,����������������������,����������������������,�����������������,�����,��������,�,����,�- _____ - - I -- - ___ I
___--�I � - I
I-____ ______ I I immimm - ---I.I���--�,����-����������-�--��-����,����,��� - � -,---,��,-�-�������,�,�-1-����-����-�����-�������������--����������--��-�----������,�����������������������������������-��-����--�������������,,��� -- ----�������������������� � - I
I I _.__ I .- -_ ----�-������-��--,������������,�����������������������,����,��,��������-����,���������,���,�,�����,������������-�����-���-�����'',�,��� �, , - - - - I� _________ �, _
-____ � I I I I I 11-I I- IN lilmmlilmml_ -- -IN-01- -1 I IN i I _ I I I I I-__- __ �-- ___- - �- I I ���������������.�������������������������������������,������������-��������-������������������-���- __________ _________________ -_ , '--------
I - -_ I - I 11-1111-1-1 I-11111111 IN 11-1-1 I I 11 11 I 11 monommillimmomm Ills I
I
I
.
I
I
-
I I - I
� -_ ---- � -- -_ -_ -I- -- --� � �� �I -- I
� I I .-___ ___ - - --- ______ - -- I-- - I— ) I— � 1
I .
i � � �:.. I
: : � : � ' I j :
�
: z : I I ; I, I
I I �
I . I
: z I ; I
: I ; 11 I
I : � �I I I I
� .� I I
: I
f : ! � � ,R � � HEET
: :: � :
, � : I �
,,, ; : �
1 �
�
I ANDSCAPE W�' _1� �
: ;I �
:
:
I WATER EFFICIENT ,L
I " I ::
1: i: :!
� ::
: ,: ::
: - I ::
: I :
; ;: f ::
:
I - : ��:: !
: ,-
� EAST "EN' ' MD
:
� -
:
� �
I I I
I I——
�
�
-
4,
- : I
: -
I I � : iiiiiiiiiiiiiiM
i i - I
Refere,ace ETb for the area ETO ��
�
i 54.6
:[---��.�,����l.-��-��-���������,������������� I- �
:
:
:
: _
: :
:
:
li �
I I i
: , r .
I i, � : TO N
� : :: � 11
� �
: : stimated'
: I :E tal Wa, , Us,e :(ETWU) :
i
I
:
I
:
. :
I I :
U : i I � :
: � � :
ETW' caiculation.- (Eto,) (.62) (ETAF) (LA) :
I �
- - I - __________ - - - � I- I I
�, I 1111111111111111111111111111 I ___________ - I I---____-_ -_ ---- I .
I . 11 I
I : I
� : � : :
: : :
: Estimated Total::
: :
: :
: I � I
: Irrigation ETAF x
� :
_____ � I
_________ ____-
- -
; I - I 11 I- � _: ...____ H yd rozon e#/�Pi a: ting Plant 1!:rigation : : ETAF Land
�I---1 �
:
: _
. � . I : . - I ; I : % 11: I i; -
: : I :
: :: p, F_ : i
: I -� � ___ - - : I
. 11 � i i � I - -1- - I I : i �
: � Descri; fion Factor(P ) Method (PRE) Area(sq.ft.) : (ETWU)
: :
: � � �
I I : : � I
ENCLOSU'RE MODELPER - : : 10: : � 1E Area
:: :
I :I : : : (I )
� I LOW IR : : : :�
: z
i : : : : :� �
: :: : ::
I � : :: � � gallons,/yr
IRRIGATION LEGEND SHALL � : : : : �
: : :: �
I I _:I I� � I
: : :I - � -______ � - "I-
� ASSEMBLY � : : : ____ 11 � � iiiii1m; I - �- 1 I � 11,
: : : ! i
� : : :. wommine� I ..................M mm 1
: I : : : : : :; I
: I : � :
i BE STAINLESS STEEL : : I ::
: : I : I
: I :
: i : - I : ::
: I - ,
, ______ - -
I I I
____.__ ............... 1: I
I I
:: I ;
:1 : I ; i
Z : : I :
___ I - � � � ____ Y/ �� Regular LanIdscape Areas ��,-�������-�-�������,�������������������,���������������.,����� I�- � 11 I I - ____ - __ ,j
,
I- i
COAST GUARD SHACK N[PPLE-FY F'I UAL � /1 / :1 I �� I i, I
� : I � : .111i......i, ''I
I : � : �/ : : 11 --------------------------�------------
i : : I ; I
: :; _,.�-,_"� .�.,._=I- I .�......;.-i,
: : : :: ,;Mei...,�.,�-I...-.�.."i-�1--�1-1-x.-�.z---��.��-.11.11�-I..,-."-.,.�,.�I.I......':.��-,��,-".�,.,.......
.=� __; I-1--------I _. .-- ,"..,""'e-
.=�_=. ��. - �_� � ____'....
SIZE DEPENDENT ON (4)PLACES - WHITE :1 : : :: 111� , m I __�-�_.._._...1.1..___'-<.�l.-I��.��.��..�.11-",-":,.-.,.�-,_--,_"-.,,�.����.-,.�,-,.�,.-,-_,--i.
I : : �,---.�.-".,..�
I i :I : � ;: I --.--- �;e.�z.� . .�.___?,
I ,n-_� � � � �_�.___,�� 11-1-1-1-1-1-
------ -
: I 1 _,__
- I L_ - I : : : 1: � �;�'.-3"G'-,---'.'- ...I 1`�"H�"__" -
� - - _--- ---�_�i �-�1 --- �_,If-,141--1...�
;: - '. ___'11...11.1-1, I 3_': .,
z I: ,.-.;....... _.- , ---: " .-._..._....i�. -- -------
: � . - i,
: : I : I z :�-_,X.�'-X .1�11,1.�._' ,---__ X.�_ . - ----''.---- 1,
� : 111 _�:; ;MMI-55 '��.;`_L.�,;`_;;
I : I : I ; r 11._11;-I ,
: : : m I I I . -1 �,� Z � �;1�1 I
_ : '* BLUE - - ., .-,�--;,,.,,�,��.i_-�-ii;,i 1, E_-,__.;__ I iii:,._-_......
� � : h ---r D;iplin .� __,f� ., 1-1-
� BAG,'KF:LGW- DIMENSION I , S, rub/G d 0.2 e _ -.- _._�_.-i_1121
.. -_,_ __gq
, _v_i
I Z 1 Low 0.81 __�� ... 4,428 R --___v-_,I
"M 11,11
1 _m_-.25 I I- ....... -__,"...-
: �������,���,�����������-��������,�,���,-��,����,����-,��. __... _.._I— -� . , ""'i i ��,;;
i : � �__��',
r iiiiiiiiiii� mom 00i : f I .,F1p11_........:,�........�...
: z : i I��;�;_--------------,:�:ii;,�-V� �-,n��,,,.,,��zz�,!�-.ii11i_;:_i-�!;!w�r�:1.... ,i,.:;...;.,!...ift.
,V.�__._1__1.1__.1.- ., il.� --1--....I--',��, 1�-." ;ii.;� ":.:_: .....
: . �,�'i , �
.����ll-��..'��,.���,�.��..�--�.�---"--�-�..-.-1:1 _=.�,�- �if. .........f;, .:
- _.___- -1� �.�.����-.��r-.�ll.�'�"�.-�'�.1-1.1-�.�.��'ll��'�lI
: : � _:�;� �
PIPE SUPPORT PER CVAWD \ \ ��:�'; 11 ---.. ..... ..:.-�,:....-----;�.__.:;_"_.'-_-'_';_�;_...--
I ' I � � \ ', -,:..���,�!!�,������:!�l:_-",:,.��'�,'�'I .:: �� ',- . �
milimmm I : , I - -
_iiiiiiiiii`� : I I _:�.Nx...z�:�.I..�,,�.,..-,.�-.-,---,.-,-.1.7.�.--z - _ �,
______,____ """""""` _,""'";:�
: ..; � iii,
- , -------*i `.....*.......*------*.....`"' -"`
, �
1-1 - 2 ,S.�,.,:,
�`
N[PPLE-TYPI CAL 40-mi : . I-,.' ;'.'i .-1--'------------1----- I:- -',,,��
: : ii \ .*-,-- 'I" , " I-I-:`Z-.1,--i-4 E.__�- ```:
: �.�.`v _1_"'__
� ; ."E,-------.-I- I.:: li 1�. .-��.�,.-,,',',�.�,�-,,�.,,...,-.��.��*.�
: �i� ., - I ,11 11.]___,_-_-____-- `1_11-111-` .�
: STD:,DWG,305, ,/ \ HZ2_-Mod Trees&Shllru:DE 0.5 Did' 0.81 -, I -.11,I, - � ,
I / I � �,1�."'U_-.,1`,"_-"',811 N1,11,�?"11"z 494 _. 1111..
(4)PLACES, i I F,N, ,i1ampr " L_ �. 131 ,,_�-_
: �...1_._.1_.......I.........I.. - I
: - W
: i i :;- - -
: � : ;,EK-- '.i���.",-,-,.�-.,�,��.�,�-*'*"'*'*--------?-,: en In;...................................*............*------------------------------------------::::----- I
: : � / � �lzl_��.�.��."�:-��...'�.�-�-�-..�-�---��-,?'..�����..��.�,.�.�..� ---------
� --,�-����,-�-!��-11���:-121.�!-�-2�::,.,�v.;��,�'..��.���,�f��:�x�....,...".�-�-���...��!,.��-,-.�:-_"�:"z..,."�:�-�..:.���.-l.t:�-��:-��---
i � :: I - v.m. ...
'I ______1_1___1...__.___--- ----.,-,-.
: / ,, I - �.___ --.. I __
.��:__'..-,:f
: � ........ ,,..- ��S._...�.�....t�iie��,_-,,.--_ %_
I : I I / : -.:.,..�.�:....�:.�l:.��.�:.,�ll:�,.�; � .,
��...
, __2". --
I _... ,;.1;.1:.11111:- ,-, -_..,. __.
: : .��-�;,��.,T.,;,�z"-.�;--;..zl-�;�.��-.����:�-,.zI '_.
--_mr-�� . . .. ....... -E -- --i-,.,: .. , .. , .
__� �A=i -
.._ - -, " I _E�:!�,'. - - - -;..-�.�,��,-�,�,.�,.�,,�,,-�,3�,,� -1 _�...
� I I : RED . . I : .,- -....�,�i'_ .. ._....'. 'irm..._-ei ..
: . � .,
I :: .... .. _�_:_..��f�,�N 1�1i'i',;'�-,.?,,',�...�,'..�.�. ".. -;F.�-�� _.
-1, - "
;:�m -1 - :�:�...... _A_F_1;.1;__1ii:_ �...� .11-:
--- -�i.,,.. �....� _81 ..
: � : m..� 001,11111._'..",- _---�__ .i , , "E,
__ -... -------------------------- ,_
i!-1, -_ 11.- 11 -`-.1. -:�;...�:.,,._�_��` 1� ,
:: .-__r.1i 0' ,..'i�n.�. 11 i:�,
N[PPLE : I BF 11 I 1 0.81 -- i .-" 0 1 0_-_. �_ .;...i..I -
7t, -_ f-I
I _ : / � _______ 11- , t mli;;.1.1.1'-1_-._11_ I ,ij�-.,
, � � -_ 1- _,.iii, 'Z
- ___ I - 11.1..--------___......_No� -.1....1_........---_.........
_� \ I :t;,,=,-.:;;:=;; :�2- -
I I- BLACK : . ��.I.."�-.-�--.-,-��.-.�.-.-.----�-�--��,-ii ��
�� ,��.i:,__-1�;,",i�'_i`--------------- '�.,; ..-,
-
- 7,i KI;K,K�:_ -�.,.;�_�;:.`
:_'...-,_.__--
.' - 117-1`1 �_.- ��
'' _ 5f�- - _'_-
� - .- -1 ,ii.. _,;
, :'. " :� __ - � � z. _�-�-�.�-�.,�.�.I.�,���-1-�-,��--.;�.�:�-.�:11.__1.;:.�__1,;::
_.'. _.. ._ �...�.i-".,��;-�.----.�"..,..,..�l.--"----z-.,��.--:
I I '�' 1� ` Q-_
. I I n��_.�,:N�� . _�:_._______,,__._� __1.1_1_1__ __:
`, . . -- ..
� . �'.' ;:;.�:;� : �_�..�': ..�,_ _.__
-
_.....- : :.11:.1.irm;.;'..,= __ I _'b:�
I
i ---;4��E,'; 11�- I I
:: ,. �M_011``,,_`.,�".1,ili"", �*�,,,��,-""�',!!-_,�",.--.�-,-�",�- -11. "-"-,:�-`:,_� _,�
I i i 6"THICK X 12"WIDE I .. \ 1 0.81 '�"�N�,_K",_,K.011 0 _,�".--_-�.-;".-.�---,.,�l,,!",.�-,!--.�,,���-,�-�..-.,I�,�"-i�:--.-,-�"I.,�",(-."-,
Q�
i I WATERPROOF ALL WIRE _____ : \ \ 3 � t � ,.. ........
I %i � - � PAD(LENGTH ___IR__RR 1-9 6A T-M, 'N - -- I I I __--------� -_ __
CONCRIETE:: �,__QLUR_ , I � -_ - i I I I,----- -
I � 4`........""
: ; i i �: __ -_____-----
, i � \ ,,,,�,�,'�--,,,�,��.,�-".--,�;, ��.,-�l'.�,�,-��.�,.--",�.�"..'�'i.-"�;7�::;-.I:t:�.�.�-��11.11.�.�1-11.11,l,".",.,-
...111. " �!'._�' ,;ii--
I- _��
I I i L : . � :�:��..._, ``-'-"-`'1',_1_-� �� �,'_ v.�-�....,..
CONI E - : I N;�.�� ".-1.,
" , ...."'___._'...�._.�..'..,`_-�,`�,`,_,`_�111_:
I.- -- ______._.m _
z ,;---� - � ,-,---.,.
: I �",.,;�."---..-,-r,--,---��.",..',�l��*--!.'-�-�I ,;:
I : . 10 I......IT-ITIR50 �_. � ..- � _ �
�: ----- ,1� ,.-�,�,�,,,,-,,.,:-.,�:,-:!.���:-..��:�, --:;
:i�:,__:X�,F. __1 , ii: :::��;;�-,,-`,�
I �
: : m :: I .,"- -, "
`2.-- .,�-.�.-'� -..:".,., -_ _ �__�,.
.. . , ,�� . ,�
I VARIES PER SIZE/ � : : � I : �:-- 1 ,,, �,., _-Z�n -i __ N ,_
: : : I � : � :� 11H r�."..._, ._ ;:.:.:_ _11",_ , �:�,,��,,-','-,'.,,�, . --'.-V ,,;z,�I:z,`:%�
i I , : � _:..,. . - N.N;.".',4 .,�-,--v 11....',',._'-,�-1
- z . .,, _ _ - __.- � ..-
- - ;.;1_7.ii;.1_ �� ---,___"...,.
I , W*-- I I : / � : 0.81 ( 0 1 .. ...__
: PIPE SUPPORT I � , ��,��.�:�,- _.,
- - - � I 11'n�_'111�',N'i,,�Q.'�"Ef`�",, -'I.' �
i I : � I—- t 5-__K_n_,__,_`_�`21,": ..1ir_1..1
:: : ___________ - � - - -I-�-- - , __11__
- : i I .1_iiiiiiiiiiiiii1 ,, li,
��;�....... ...,-- -------I—— .-----------------
: I : i I - ---------,-,--,-,-,---,--------,-
: : . I / / I : . -
: i I : xx_`.,-..�,�,_,` .-,:�1%;"....��.,�-;�,,;�l-,�.,,.,-�-----------�,-"-Ii-"-��,,�.-��...�l-"',-'�,�,'-"-",,��-";!""�-
i I -.";... ._;�Va...��z�'...��.."..�-�...�...-.,.�".
_`U �.........................�_�,
�, z" - ".C.._ -
�'"`---,,, -� ""', _� _�.�__.9
-
: PER CVWD =Im R : Pru I AIL EXPANSION I / I I 1_"'
: MAN:U FACTURE )SLOPE TO G , ' :
! � W:- : / _ ;�__ - -.-,-L----
� .- - _....'...- �,,�!
I CARSON:m ODEL 122,0�1 2'1 4"X 21" L....i : i i ___,---.'--,10-11"I'l- F-.�,--iki'll" , '.__-� ..__, -
: -W."- - ,�4�1;F.ir
- , , - ,
; ...__- . � .._�__,�:.,
� -" .-a x. �""
I I -- I .-! -- '..
I :: I DRAIN AT MINIMIUM 2% 1 : i Ili--1.,-',' n -.��"iii,
: , ��_.�.,-
L -- - , __z_,_,
I
: . _-� ,
: -- -". -
: __-----�,'.
I : I : LLLLLLLLLLL LLLLLLLLL L L L L'L L L L L - � --
: , I __ I
: --,_�_
I ; i .
: I I : -LID MODE; I : , �a-0,
I STD.DVVG.305. m f : VIOLET/LAVENDER WITH LOOP(KIN.24"LON,G) i \</ - - - ___ Totals------- 4m ',___��.
: '_
I !: � : I : I _____-EMMMOM
: � : Vr
: I : - i : - : i
: : I ,
[L-L I 19'�'I I I : � : : L
L : L : .0i FI,NISH GRADE : 12204 AND STAI'N'LESS STEEL BOLT, : I i
_1 : � L : i : :
: ; :
: I L : 1, I
: . I !
� I I. _11, I : �,
I
: I I PLACE AT GRADE IN TURF AREA,S S eci,al Landscape Areas
I I
7 ,� I I-ON LLLLLLLL LL L - I I I
L777 ; -L": . Ui L LLL I I ti- >1 . - -- L I.."-.�-�;;:z����...;";, it";t:,__�;11".,��.�,�,,��,�:-�,,�.I.�"..-�,�........w:111_
.�_._....j: .8t:..... -. - --
i D E / N : `i- � .. .... `:- ....�................,....
: -
: ' N � 1� ._,;....................�'..�........�....-...........I...I..........I
--l"---...��
I : I "I �.I'-.-,-. ....,..___ :.. .,....
: �::4�zm: ...........I
L I L I L LLLLLLLLLLLLLLL C SLEEVE : ( i _-..__.11-z,
: � LL L L ��iiiiiiiiiii� _' IN PLANT: D. I /\: \ _'� �:---1---�..........�....-1--
I ! 111.111=.X1111-I.-I., L / ,_
- P 7r AN' 3"ABOV, DARD / I r �%,-,f_.,,-,..-. .......n:�n:__:,-.
: A M: WATER METER,CVWD STAN : � 2 , �,�"�---,���ll'I'l"."---,-�*.�'.."..-"'��"I'��'��,�.��,�.��-��14,��,,..��;�-�� 1-11-1-1-
. 0- I ;;:::__.�_,.___�:, -.
: � L ��=__',__,_ I; .., -
/ . . I�__ r,"' .-,-,-,--, -'-1-.-11.-.�-1`1
_-1.114 . 1 _-.-,.,,- I'll. �
- : � L : I / I .�f =`__ __1_1_,,=1.1_'. -----�_ _...�,.,
i .. I : I .___ .,. __
....._.____ _.�._--.,_,"
-- : I I REQUIRED FOR � : i 1 0 : ,1�.�:?,?,..' __
�,i�- 1,11...
-1-11,
: X�- S, STRAINER,STD.DWI-G.NO�517-C i \---/ I- - - L LL I—— --.--�----%�..,...-,-.""...�-.�..-.-,,�.�;'-
61 - * VA 11i v PIP'— -- L - -LLLLLLLLL-'LLLLL LL' -- L � --------"'----'------- I I L I—-' .i--L I-___-___I - - �-------------� �
, � :
I
.� - PIG TAIL E PANSIO I i � / / : /z/ I I
------LL �, I -LLLLLL'LLLLLLLLLLLLLLLI'L E THROUGH i PR: PRESSURE REGULATOR,STD.DWG.NO,51 9 I \ i : I.- = .._:ii_.�:.,,r�., -_,;i,:� -,;
,"II __�-� "
�� " L- : �;:.., � .:n�,��_.,-�:,.,,.��.,.�..�.��;:,.�:,.,��.�z.,�;�,��,'��-��..,:;.�;".�.�;,��ll,����
I i it: I I � --- �%.�: C .,Z 1..,.��... �----------��,..�-
_ --, 4 p`.-_--1...��---�.""�;:��:�.�.,..-.-..-,.::.,.�.U-��-�.-:-�-,:,-��-.��:-�-::�--;:.�:�--,;,
iii.�. ---_�� 1_1_-__:___ .- ---.-.___....
. ��.D__ ..'_Iin� :_�__ ___---:-
_ - __--___-�:p�� _.�_
�: ---
L - ,� i C __Tz LOOP(IM11iiiiI.24 LONG) : � 1 0 .:�".��:,-.'.i z1111___ �_-:._1:
:i-___ COk RE E PAD GV, GATE VALVE,STD,DWG.NOL,518 � .1.1".` ii _1 1__
n
'. I --�.......____ , -1__..-_1_-.1 :
I i � : . ., � __- � -1 _1
i -L'''L I'L'L L I L L L L L L--- -_ ___l ,_,*:-,i =`..,._� ..----
2 : : \ � : .1-,I I I - -0 31
I , - �t ir� -............�---�,.
�',�;:�L 11-�I 6 F..1�,�.�'.,����.5..,,'_,.,�".-,� ,�2t� 1.....1_1_1 :
� : ::;;;::;�z�;. L......�--""'"--"-,--'� --,--.--.
.:.111; "..........��.�.,����.L.�.�.,�.���,,����.�",L.�.�......
LLLLL
m,: p TLY-LL - BF: BA-GKFLOW,STD,DW G.NOS�517-A&517-B I &I ;:;;;:ii.1..��,��..�..---.4..�����-.��.---,��-'.��",.�-'�---��---,--,.',�,�-'. .,
_ , , - .----,, .........-�_;_
I : � : I : N,,_"" - .__.__.1 . �F_
: I . L- I ? �il.i.,,, .1, ,.H;:i:;;�I 1. i=----------------I
�......�;�.,--,��-,-,�,,��ll-��-11111--11.111.1��1.1-1�,�.�.,��1.11'..��.�,��,�.
-�__--::- .,.,-,:�-"�� -::-_v::�_�::.:,;:;111ii:11�.;�ziii 1�.;,
'': LL, ,.iiii,-ii,,m�iiiiiiiiii�NIP LE IPICAL L : � : .-,_r.__,,�-�ii,� ��`i:--: _.:�_-. ___-,:;_ �.��-,�,,�11-1.1.1�,,���,,��1.11.1��,
-0-m- .- -__1 -I-_--- --
SCOTCH LOK EPDXY FILL:n! : I I \1/ / :� �,1v.iz.�.t.-.,..,,......_�_�:z��__
__ : : I : .1...::z.:... ,11--1.1.111.�.-�l.--,---,--�l--.,��,-�-�---1_.1_1______1111__1__
� i � : i ED i i QC. QUICK COUPLER,STD.DWG.NO,536 z : I .Q`�,�'_�. i_]-i I I I
� i -_._____---i,y,
�_
: : : : i,
a- oo-0-FROM WATER S E -i , l- It L : I : : "�, _..Q.,.�_.,'�._L......�_..-----L_L----- ,.�_f
L ip, i : I - L 21-1...,---*.���,'�f".*�,�'..'.-����*-�-'i*�",_, ='
I : LL i
I. ; : : I L L L��L L L I L I L L L� 'LL I L' N
_
: ,
:L: : VJI: LACES � CONNECTORS,FOR ALLFLOW I N I i Pm: FLOW METER,STD,DWG.NO 51116 I -LLL-LLLLLLLL I I : i 3��.'�l",�',�-1.�����".���'�,��
: L_ -� :
L : L : L
25 a�&' WHITE . : �_...-71ZI.'.�:
- : : -`i1wx
�:_11 ".'"""i
: i i : .
- i: : SENSOR WIRE CONN: 'blo - i I ,��-,,,..
i - j ECTIONS - . (CoMMON) , � MV MASTER VALVE,STD.DWG,NO,51:6 i Tota Is:"" _ - :
bb,; I /0"iiiiii' SCH 40:PVC:mALE - : L I—- -LL' L ,,,,.�.�l�,,�',,'.�'.%.-'.A.""�, �1'--'"---.'-�.f.�.1-l.--.*""--"I :
I I .90%COMP if I � i I I- __- .�.-�i -
vz_l i : 11___.... I,NSTALL SL � �F 1,2`1K.,��_""��I.'11'`1.1'1'1'�n'. �.��,.��,�.,;,-.--�-.,��-.-�,-3,..,Y-"-,-',--,-,-.-,-_.�--,
COTICH LOKS Il- _�n
i : � : I I i I,
_-
L : � �.�.L......�,-�,-��.,...,�."..,-.��,�.�..,:..-����-.,���,
:: 'k I : . - 'i ri_
I : - ��
i i REQUIRED mi PTOR I M EDIATIELY AFTER : Ig, LL L L 11 i i ____ri : I- - - �
,�,
: `S:"_".`."1._e
: : "'
: :__-.-- -�_...e
: .
: L- :BLUE : x, .,.�,.___,�,�
.-
I LL ) Estimated Total Wate!l :Use In g!a:lo� s per yea! , ETWU Totall '.-�---'-��'�-�x--�-'���..�."'.--'."-'.-'
; : I 11 L : r: _
LLL L : ._�,_� ..I 1_1111��
I� INSTALLIRG FLOW METER, UF 14 1 L '-- I I I : ...�_
� i LLL :
1: "'L :
L � i III � I ,�_,--''-_,".,�'_._,"_."'_.:_",
L : L i _
� : : L / 'LL 1 I .� __-,*:.,:,::.:�-,���2.�:,::.-.::.,�:,_�:::::
-
4A" � : WIRES L : _ _LLL L -- - i, __..___...�------- , ,��__�J:
--LLLLLLLLLLLLLL LL L L L L L L-L L L -,`'- ,��.��11.1.
: I : : - _______- . , -""�-- f".
i ---.-..---
I�.._ '.
�..
;�,_ 1�S'm'.____,,m;W_`
f : � . : . - - .-"::"-, ,,-- I
1 : I I - - ,1 1��!; ,,�:�:'.'.'_�:�
:1 i : ; CL- .^1
: : I i i �
i : � : ; : 1 Maximurn An ,ual: W--ater Allowance in gallons per year jr,"L
� � � .�,iiiiiiiii� : AAWA -t it � .."",."�t.9,,',',�^�,----.,��--.---"�,',,,,,
--iiiiiiiiiiii� : , � \ 0 I __ 'i ,__ _"��,
. ___ I L ________.
TO M ET;ER ; : �
: ; � I
L- :
11 I 2 i L- i I / I I
I I i I #1 : -LLLLL- :
- Tr_ , : : � RED I : :
I � i
I . : � � L L :
I i: ) L :
: � Lm: 0 :
: I : � - E
I
I I i :
: I I : \ - I I E
: I "i 1-I E TO SYSTEMS I i I - MAWAAca1culation ( to) (.62) [( TAFxLA) + ((l-E7rA:F)x SLA)] ��fm ETWU" 443 6
1 i
: '%*- BLACK : i
Ni :: �, " �
: L
� � VALVE : \
: : : I I
L D E "i- ELBOW 1� i -0 : I I
R[GID PIPE AND RE:ATE' FITTINGS SHALL R PER � -0 IVIAS I ER GONTROL L
I
:E I - - I __�
L I I : I
DARDS. , fl) L
,
CUCAM OKGA VAL:Y WATER DISTRICT STAN UPERIOR MODEL . .rA
TYPICAL(4)PLACES 'L 1 03 :L N�OTES- /- L LL I
CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO i i L L I r`iiii"i-1111-90__ L oil I LL L ��j
L
.L. - I z I I
: I L L L L- I
IL I - L' I -it ons,, I�
i CONSTRUCTION, L MAINLINE DIA, 3/4"WASHEDCRUSHED I 1, QUICK COUPLER TO BE NSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON:BAGKFLOW, / ETAF Ca cuita, I
: :
: LL
im� I FLO METER SAME..AS FLOW AGGREGATE To BE I
: LL - L '
:
� : ML it : L �
: .,'i __ :
i :
L : L- : 'L
I :
: LIZE I PLAC : L L : :
:I I I
:
I
L
L
L
:0� ETER S,: I I ED,TO A DEPTH OF � ' 'L L L L L�L�L- ILL I- I L I \ ula -
: L L
- I -,, :eq I r
:6 � L I : p-iiiiiia
I : � I I t 'EL : i �Lal re Are: s
: : 2. THE HL , -ETW- N DOMESTIC WATER LIN S AN RECYCLED WATER LINES � ; I
: : ORIZONTAL DISTANCE R E E iD ,i�LL � ,,, nd:sca�p a
iN NUIEL 1 6"INFLOW METER AND ;
% - : \ I
: :
:H; :
L- - MUST BE 1 0 FEET AND Ti iE VERTICAL DISTANCE MUST BE I FEET, : �
L L L -ALVE BOX, : : L
I 1. 11 STALL PL I L - MASTER V I : / \ :
- : I:
i � �C � M �N . / : L: �
L �N ER LO,AL CLODES. All LINE D-IA, i I:
: : :
I : / : I � :
: : : :
I
i : SAME AS,FLOW I 1. I / Total' ETAF x Area: 1398 :
I �N U R -ZE �L I 10 NLIM DI R L I / 'L L L'LLLLLLLLLLLLL'LLLLLLLLLL-L�LLLLLLLLLLLLLLLLLLLLLLL-L � L L L'-L L L L L L LL-L-
E I : ETE Sl� ,N-TREAM OF E C INE :
: � [ STALL ED AT A MINIM M OF 24�"FROM ANY M, ,THE RE YCLED WATER L: \
2. EQUIPMENTTOBE Mf ' UM: 'STANCEDOW-S 1 IF A: EGYG ED WATER LINE MUST GROSS OVi R A DOMESTIC LINE
�0 LL � .
cl STRUCTURES OR HARDSCAPING. L L I UN INTERRUPT,ED PIPE(5X DIAMETER MUST BE SLEEVED TOEXTEND 5 FEET ON:OTHSIL : L g L - L- -
I
: I i � I ; :
: L xl I i st be
i L z I I :
: 1, :
- z : 'L lsca pe Areas mi:
a B DES OF THE RIPE, i: Are ,r i E i I U1
M, I z z SIZE) �L L L' L L L L L'L L L'L L'L L L L'L'L L L L L L L L L L LL- - Tota] _a: 459:22--_ AveL al e TAF foir Regular Larii�d' �
: L
1r_ I EX I : : L I L OF FLOW METE,R :-__ I
1 3. WHEN UNIT IS k T TO A STRUCTURE(11E.WALL,BUILDI-NL L
; G,ETC.) � L I L I �L :
: L :
: L � I : : - I- -
� � S:- : L L : L I : I :EEDS T01 PASS UNDER :
i : I � L . L : .
iiiiiiiiiiiiiift RE 11, I L :
I LL I � : : : I
I � U L I : : : I ;;
i _:; :i� L
I
iiv� 10' � 40 1 - I : 4� IF THE MAIN L INE RUNNING FROM THE WATER METER TO THE STRAINERN- LEGEND: � : i III ; 11
M U'NTTESTCOCKSONOPE:NORN N-STRU:CTU DE� � L MINIMUM DISTANCE: PSTREAM OF Average ETAF : 0.281 : 0.55 or below for residentla: areas.
L :
I : I
i : i L
: I A SIDEWALK,TYPE K COPPER MUSTBE USED ANDEXTEND AT LEAST 1 FOOT PAST THE SIDEWALK ___
: IN: L RUPTEDPIPE(10X I
� : I
L
,
L
� P ' : i UNt TE R_ - -
L :
� 4. ORIENT UNIT:ARALLEL TO STREET, 0, :
W = �
'0 :(a f I BEFORE CHANGING TO PV:C,TYPE K COPPER MUST BE COVERED WITH CHRIS-1 Y'S PURPLE I - I :
I - i I ; : � � : :
I 1! Rs , I ;a, DIAMETER OF FLOW METER SIZE) i � I ; :
0 1 : : I : IRL NE
i 1 L POLYETHYLENE WRAP. R :
� 5. SCREEN U�N:IIT WITH SHRU, WHENEVER POSSIBLE, : I R RIGAT ON D :I � I :
le- N: (:D
' I I NOTES: �
: Q N: :
: ; I : i
: I R M TALS, L L
, O L r :
C4 1 6. DIALETIC FITTINGS ARE RE UIRED FOR CO-NNIECTI; NS OF DISIMILA E : ,I- : i
: : I L
: I L
� iR L i Are -
L � 5. IF THE MAINLINE TURNS 90 DEGREES F1 OM THE W,ATER METER,CUCAMONGA VALLEY � L L I L
L
i 1. MAMMIZE DISTANCE BETWEENFLOW METER ANDMASTER VALVE, IL AN : an_spaL e : as I
L
-
L I _X
L-- 1: : _11 t
i I 11 : i : i I -_- .P
: I : : L --
I : 01
L ; i : : I z
I WATER DfSTR ICT RECOMMENDS THE USE OF BRASS N IPPL:ES AND 90 DEGR NBIRD AIR RELIEF VALVE M DEL PSI-M410 00 ---LLLLL'LL' 'LLL
i m � __� :
7. VALVE PER STD.518 REQUIRED BEFORE B-ACKFLOW PREVENTER ,EE ELBOWS (2 , RA :
I
� : ,9,i 2, IN MULTIPLE FLOW METERIMM.INSTALLATIONS MAXIM]ZE THE DISTANCE ��� :
� : L R
I :
: I I O I f I � �
: CDr � : �
IN I E i I
f I ; 'L L L--L L L L L- - -rbta:l ETAF x Area 1:398
: T - L TO AVOID HIGH WATER PRESSIU'E DAMAGE TO PVC FITTINGS,
: I I "TE:"TO:EACH FLOW METER Ti MINIMIZE TURBULE:Ni �E,
� 8. 11 41' FROM THE
:NSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2" ;'i7-1, I - � : C: I
: I I :1� �
; I I i
I I
f i N I'll :
: ico; I L :
; : 4, : I
: L : : :
: : I : I : I � : i : i
L : : � I
: I : �
'�
� " 3. MASTER VALVE AND FLOW METER MUST HAVE RECYCLED W ATE R TAGS I : 03 10!"DIAMETEIR PLASTIC VALVE BOX. :
LLL LL L : i
- ; : L � : I :
: : � : : � ds�
: : i Tota I Lan e Area 4�922 : I
: : 0 "I -1 I I :
: � i
i CHRfM'S E MODEL N� .ID.MAXK�Rcou (LAL).L-
: :L I LLLLLLLLLLLLLLL0-LLLL 19 -LLLLL'L-LLL-LLLLLLLLLLLLL L L L L L L L L L L LL :
:
I
I - � L 'L� : 1 EMELL LLLL......LL
� L _____-M iiiii--'I-N L I L LL L -- L L L L L L L L L L L� L I LL'L L L L L L L L L L L L L L L L L L L: :,L01
: I
I I : :1-
I-
I"N'z - M�OL L : _ L L-L L L L L'L L L L L L'L L L
I I C I! - I I
0)z CL L L-'L L L L L L - � 10 L ;
: :0 L L : I : L -
: : L z % - i L : � : ; I : : - z - ' _ -_ -
I 'I I � I I : : , : I :
: : :
: :
: : � �
: LL - : ; 1tewide ETAF 0.28 :
I :� � :
I I --Lj � :
; ----L L L L L L L L L L... I- L: : :
: 1,11,il..�........", ,, .11 : 0 L 1-_
I ';' L- I : ;
I : : L :: '2' I :: ULL 1: L
I : I L ::
I � : I : i :I �; � : : IL
: I : I : L� , CITY OF RANCH � � �
I : : N, CUCA NGA CAL,1111FORNIA I ;
I ,
: : i : 1A i
: � � z �
; LLLL - :TY OF RANCH! UCANO ING" , C, A,, ,,,LIIF'O;R,,N iii 1.11............ I CITY OF RANCHO C i 4 � 4"DEEP LAYER CR:USHED GRAVEL.
: ,....... , i L I LL I I -;- I I CAMIL NGA GAL FORNIA
I : LLLLLLLL LLLLL L L L L�L L L L L L L L L L L L L L L L L L L L L L L L L L LL L -
,�� ! I I f i ; il- L_-_ _i......11-1ii :
: APPROVED BY: L"L - - I:W' APPROVED BY: : : -
: :: � i I :
: : : : - : ; : :
- 'LLL-LLL - APPROVED BY: : L :
: : i : : : L STANDARD RLAN � : L - 9TANDARD PLAN LLLLLL C I : :
: : �
:L- : : - L STANDARD PLAN : 1- LLLL�� I
L : : � L , :
:- : : : : : : I : � :
I : : � : : : �
:Im : : : : 2 1 : -- -- - -____ LL-LLL L-L L L I I I
I I L : : � ---L-LLL---LLLLLLLLLLLL LLLLLLLL
� I : : N GF:-ON I . .
:
: : TION (P 0 C.) I
� REDUCED PRESSURE BAICKFLOW : � : : �L 0 ; ::
: :
& : I : 1 1___________
L
: ; I FLOW METER INSTAI : AT[ P0 1: T i I C t N'E rL
I L L - L L ,:N: : :
: � :
L � I L : I
: L I � I : - : I
: I : : :
L : - L'
I : L I � : i � : :
: I L
LL . : L I L : FOR NEW LANDSCAPE SITES .
I
I
W6L : z - :bi L ;6 1
, :
j
- -- I�L PREVIENTER -TYPE A L � j
.L I I I 517A L _--LLLLLLLLLLL I - - LLLL 51: � i
I 'LLLL I1 - .I L ;I -_-LLLLLLLL---- I :
L L L I .------- __ j .L >' - ___ __ I- I : LLL L 5:26 1
, : LL �i L �
L , :>� : I : L ---L L L L'L L L I-LL L L - L LLL-
: : . : ' -- -LLLLLLL L'LL-- LLLLLL-- L LLLL- 3
: L � -_
� : I � I ER I - I
:L L � Li L;l i Y L-W.IINIFEIR DATE: : I ��Uj CITY ENGINEER DAT E USE WITH STAN'DARD SRECIFtCAMNS FOR PUSL IC WORKS CO NSTRUC7[ON CITY GNIGIN DATE I L : L L V I
: : I : I -_
: WL : � : : : I L :
: : : L
: : I : : : : L
: L L : SHEET 1 OF 1 ; : : : : : :
:
: L I
: L i : : L L I : :
; : I L
: :: L
L I : � : : : I :I L
: L'L'L L L'L L�L''L'�L L'L'L L L L L L I -I *J-K f V L
:I ,- L-L : SHEET 1 OF 1
:: L 'I-j- 'L L'LL'- I -LLLLLL-L --LLI- - ; I L .'J� L --L L L L L L L L L L L L I LLI - I : 4 : L
'L -L- - : L :
: I I I -- - i : L
L : j i : : : I
: : � : L i
� -- 'L__-- : : : : L :
: ___ --_--_-- -i : : � :
I- I_-�-_- : : : L :
L I I : LLL
i I L . L - I. WATE U LLLLLL T
I L L L L L L L L L'L L L�L L L L L L' L- -L L L'L L L L L L LL L I I- I _]: AR: : ,:L: - A I� :
i R.C.E. - � ; ...L L L L�L L L L L L L'L'X-- -2 SHEET I OF I E L I 1E1 ALVE DG:
� L 53672 : USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I R.C.E.L LLLLLLLLLLLLLL53"1�7 L iiiiiiiiiiiiiiiiiiiiiii� : R.C, USE WITH 87ANDARD sP,,EcI'F1:CATIONS FOR PUBLIC WORKS CONSTRUCTION � N: I R R E�
: I I --L L�L L L L L L L L L L L L L L L L L L L L L L L L L'L L L LL - .LLLLLLLLLLLL LL LI L LL L L-'L I � : --LLLL L L L L L L L L L L'L L L LLLL LL L L ' �--I-----'LL-LLLLLLLLLL1 L L I I L L'L ---- LLLLLLLLLLLLLLL-'LLLLLL L L L L L L L L L L L L L L L L L L L L L L L L L L L L'L L LL'L L- � I 1,
: : ------�-L--L�-----LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL'LLLLLLLL'LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL ____-- -1111111111111111111111110 L
e i i
I ; L
I ' I MENNEMENIM 1111111111111111111111111111 -- ---LLLLLLLLLL--LLLLLLLLLL L'L L L L L L L L L L L L L L L L'L L I I' I''L L L L L L L L L'L L L LL LL I''L L L L L L L L L L L L L L L L L L L L L�L L L L L L LL'LLL L L L L L L L L L L L L L L L L L L'�L L L L L L L L L'L�L�'L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L- I
I - 'L'--L--'-LLLLLLL LLLLL'-LLLLLLLLLLLLLLLLLLLLLLLLLL,LLLLLL,,LL :- LLLLLLLLL LLL L �
L i L L --- L-1 L 0 L LLLLLL L L L
i 0!L L --- 11 I sommmmmmmsim I ----'-LL LLLLLLLLLLL_LLLLLLL LL�L�--�'-LL-----L-----LLLLLLLLLLLLLLL�LLLLLLLLLL L'L L L L L L L LLLLLLLLLLLLLLLLL'LL" -L - L LLLLLLLLLLLLLLLLLLLLL L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L ---L L L L L L L L L L L L L L L L L L�L L L L L L L L L L LLLLL LLLL �I _'-L--L-LLLLLLLLL-LLL-LL'LLLLLLLLLLL''LL L'L I L L 11-L-L I LLLLLL---LLL-LLLL'LLLL'LLLLLLLLLLL'�LLLLLLLLLLLLLLLLLLLLLLLLL�L'LL LLLLL L L L L L L L L L L L L L L L L L I L LL'L L'L L L L L L L L L L L'L L L L'L L L LL'LLLL'LLLLLLL�LL'LLLLLLLLLLLLLLLL
- ; 'L I I I 1.______- -1 I I I--__ L 111111111111111111111111111111110 I 0- I _______.---
L I --------�I--- -
I i
I
I S L I I I
I
: : 'LL L-
: L
SCALE.- NOT TO SCALE : I I "L L" L -_ 'L LLLL I
I I � I
i
: .
I CALE.- NOT TO SCALE SCALE: NOT TO! SCALE I CALE: NOT TO SCALE SCALE-. NOT TO SCALE
I
I
I
�
�
I
I 1,
I
I
�
I
I
"
I
I
�
:
i
i
:
:
:
:
�
:
:
:
f
--LLLL L'L LLLLLLLLLLLL-4LLLLLL L'-L''- -- ' .
__L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L'L L L L L L L L-'L L L'L L L � L'L L L L - - I
............_. --L L L L L L L L L'' -
R .1 ....I III- . -� .
,iii.. ,
.
- IN -
, -------
.
5 I
I ��.....I-------- - _. :
. ; � :
- :
.....- 11; --------- : -
I....... -1 , "� ----� -11 - :
I............_... R :: :
11 1111-1,1111 1� ; :
.., I
.1 I :
. ii"", 1--.11- . - - .-:
.........1..... , _
,.
,.
''. �_ :
---
..............- -- :
I I nommommommmmommommm I .__I:
:
__ I
, I 11 i � I i L
-L I I L
I L i i �
F'' " i L iiijFf" : I :
: I
'it I : : I
: i I
: i I
LLLLLLLLLLLLL'L- L��- -- - 'I � I L
: A) I
i i :
,
L L L'L L L L L I L L L L L L LL L . AVERAGE DAILY RUN Tm" ' 'lvtffE
___----L-L�-LLLL-L'LLLLL-LLLLLLLLLLLLLL��'LLL-LLLLLLLLLLLLLLLLLLL.....L L L I'LLLL 'L ---I i -` L
� I ONSONNYM I I -.- LLLLLLLLL- I �(--L-L"LLLLLLL'LLLLLLLLLLLL'LLL'L I
. LLLLLLLLLLLLLLLLLLL-LL-----L-LLLLLLLLLLLLLLLLLLL L L L L L L L L L L L L. - I L L L L L L L L L L I L
-
I I
: i i - I I .-- f
: : i; mommommmmumi
: I i: z I . ; 11 11 11 I
: :; : I I i�..____...
: � : : : :: : � :
: : i : :: i
: : :, : :: i :: LLL �
: : i : : � i �
: : i : : : : : : i :I :
:
� : : : : :; I : : :
:: : : � : :
: I : : : : t i : I
: : : I : � I Toltal : :
: : : : I :
: : : : . :: L : :
� : : : : I : L :: : I
: I
i i i : : I : L ::
: : L I : L :
: :I � I : L �
: L L I :
I � L I � ::
: i ::
I : L I :: :
I :
� j : L i i :�
i I Total A ninual Wive Annual : Valve Areo
:L ; z : : ; �
: L
: � : i I I ::
I : I : �:
: : I I :
: � : I : , :
:
: I
1:
: :N � 1:
: : I :
: � : ! I
I : I � : �
: I L
i I , : ov !:Dec W" mblutes S
L : ,
L :
L - :
L L : : : I :
-L L L L L L L L L L L L L L L L'L'L L L L L L L L L''I : L I lAug Sep Oct - - S ::
L
L I i I
Mve: Eiiqu�pment L E Pkmt iftteriiial K.1. P.R. 1: LAL �
L L I L : : : I : L:
. . . .LLLL'-L-LLLLLLL'L'L-LLLLLLLLLLLLLL LLLLLLLLLLL'LLLLLLL-� Jan Feb :,:Ma r 1 ne � i :G-.R�m. G-afion q.ft
---' Ligg--ii-Ligi L- L - M 'L L L''L L L L L - I L'' : - : I : ; : :
L - I _LL-L-LLLLLLLLLL'L'LL''LL' L' � L I L L L - _______L� . !-L L L L L L L L L L L L L L L L L'L L L L L L L L L L L L L L L L L L I L-L L L L L L L L L L--L L L L L L L L L L L L L�L L L L L L L L L L L L L I L -I L - A k'LLLLL L LLLLLLL"L'LLLLLLLLL-LLLLL'LLLLLLL L' I-
i I -1 I I - I i _____I I i - Im-
_.I . L �' ; 1 1 1 1 : I I i IN I
: : I : I - - - L �
I ; : :
I : I I : : :
:
L: f : i I
:
I I : I L : : 1 3 � 12 1:61 552 2712 :
:
''I : I I � � - L I : 47 - 6
: i: L I : �
I b : 11
� � D,,,,n:p L 'L- L�- � , 49: 519 :
I i 1 1 0-90 Shru S-Low � 0.;80!: 043 I 4 � 26 : :4 1 : : 1 37 19 ! 21 1 1 13 4L
-�L L L L L L LL L' L L ; I , 50 59 60
� I I ffimg._mmmg�...iii,......ii's -1---A-1001mmim-______ - LLLLLLLLLLLLLLL , -� I 1. L : _ 7L L
; L I I iiiiiii L
i L I . ftel&7i-L L'L L L L L L L L L L L L L L L L L L L'L L L L L L L L L L'''LL'L L i. L-L L L L L L L�L L-L L L L .I I I..1 I i. 1 :
I I n � : I I :i
: L; I L i - i L I I I I
: � � :: I : - : �
: Z I L � L : I I :: :
: � � : I, L i : �
I i I I : I L
I : L I I :
L : :
..I : ,� I :: 56 47 5:6 :
i : 11
: ; I
:
Dri'PLLL L L I 'O-90 Shrubs-Low 0.;8 :0.45, 13 : 24 39 47 1
1- , L _ I LLLLLLLLLLLLLLL L-L-1 L OLL�I I -- -I ]I � L I L : 57 45 ' 35 18 : 20 2 12778 8 1:02 ' 1 716
. I __ ) I I - LLLL'LLLLLLL'LLL' __ LL'LL-I � ,, , 1,2-�'2_1 L
; . L� L , L__ ' 1L
: - I I - _ L--L�L L L L L L L L L L L L L'L L L L L L L L L L L L L L L L - L -
I � :z I L' : j I 11 wi
. � i' 1 i I I I � I I
:z : : :
R : � : i i I
: :
I : L : : :
L :
L� L L : L : L
L
L
: I L : I 8L
I I ��LLL-L'- -'L� j: : I . : L L
L� ;: : : : : 7
� : im : : .7
i : : I L� � � :: 0 9 14 17 20: � 17 20 20 : 16
: IL
L
�:_ 3_j Dnp 0.901 Tre es-i od11 LLL--L--LLLLLLLLLLLLLLLLLL'LLLLLLLLLL-OLLL.LLLL5LLOL.LLLLLLL�LL'LLLLLLLLLLLLLLLLLLLLLLLLLLL LL'.74 - -5- L�t L � - 43, L
: LL L'LL...LLLLL L L'L L L L L L LLLL'LLLLL I 'L L 1 3 1 3
: -L-LL'LLLLLLLLLLL''L - I: t,L L'L L L L L L'L'L L L L L L'L LL L I'L L'L''L''''L LL L I � �� : 598 4 : 392 494
- -- ammmmmmummum -lmmoommoommom -L L L-L L L L L- LLLL LL �- I I� I L
� i I - r I -I I.1 . LLLL I L� : - L L L L L L L L L L L L L L L L L L L L L L L----L L L L L L'LLLLL LLL L I LL L 'LL L L...LLLL L LL L7' LL� I--- .
- I I -i I� I - -- ----------L--"L'L...- .1.1 iiiiiiiiiiiiiiiiiiii nomanom I
a - I - I I - : MIN
: :I ___ - I -, L. L- L I— �I -1
: LL ,- -_ -
: : I I i IiIiiii i
::: i i i 1
: I : I i �
: : i
:: : I i
1. : : 7' ft: I 1 922
:: - __ ---- --�-�----�LLLLLL"LLLL'L'LL'LLLL�LLLLLLL L L- - � : L: L -1 2 I ata 4
Z: 6. '[ 6 �
:
: : L:
:�LL L L �- . � .7�: 5,.3:: -4.2 ,
:: I : 51.5 6-E 6 ::: i
: - 1 1-L L L L L L L'L L'L : . I ::
! ���� : I:
: L: '
� '
L
: Month�y EVVokaqvikation Raizte� 1_ZL�� 2.19' 41.5 3,01 z 838 A M 1 65
' I ; I I,� 21
1 : - I aiiiiimiimm j__ I jLL --- I Li- z- 'LL I I Lt,- 5: 'I L i L L L L L L L L L L L;;;; L' 9,
:I I . - moollommoommm
:: � mmmmi
:I I ON
: i � : :ML � LL� :
:; I :
L
L
: � : L - __ I I
L - :
i iRUN TIME Fli ULA-iiiii3,0*E.T.)/(P.R.*28 DAYS)*K.1.*(1/1.:E.j
: :
:
:
:
:
:
:
1 5,3 ' L
,
I I-
I
I
i ,
I I .,8 Annual Ev4poftvnsp1A1raftn Rate
i
L
�� �
i
: ;NIOT E-. I �
�
: I
-
`1 I
L
I
. L
,
1 ;h , L : L "L �
� i I i I t S L i :
L : 11 ,re L L � i : I L I Z:L � L I � :
I � U,
: � L L : : :
h I I ,n ; : L :
L I Ja : :
L � x :
,i , les a: 11 L I 11 ; a ,r � -e ,ffi r changes. :
i : 0W I ;
1. The plant estab1is �ment water chled:ul: s: n for g Uidefine 4 se on4y n:d aL e,to be modified accord, g to p:� nit needs and: as the m.a ,e :
:
- :
. �m :
:
I : I :
L : I
: : t : . : � I
: 0 : L it - �
: � L : �
: IV �s, i ra i I 1
2. It is based: : in the Miothly e apotra , : fion rates for 01 y of Ran ch*,Cucam-o,,nga,, CA.
L
I - I I , n ,p .
LLLLLLLL'LLLLLLLL L L L L L L I __ -- L..
__ __ --LLLL_LL L-LL -
= 111, i LL-LLLLLLLLLLLLLLLLLLL'LLL LL L LL'LLLL LLL I L�LLLLLLL LLLLL L L L L L L'L'LLLLL I LLL
11-_------- I _ �
� :�
:
:
- --�---L'L'LLLLL�'LLLLL�'�LL�L"LL'L"L'LL'L'-'L'L�LLLL'L LL LL L , ' I �
L L L L L L L L L L L L L L L L L L L L...-- LL 'LL L I I'L'L L L L L L'L L'L L L L L L L'L L L L L'L I L 'LLL L -I-
_.__..._._______________ -
:1. ml. - �.",11 11-----.
.-I....., '', ....___.-__----------
_� ".� - ____------ .
i%. .-_x_�_- �-.__, . .
, �_�----_�f--------------.,__ _
__-�,_.. ..._..........n__--__ �
I __------z f,-, _� ,_=m m...� L -
i _
. .
, __- m ..w__w_____.,7__ m..____�
- . -, - -------�i " , - V
-
,
,
,
,
,11 11
_i. ___---------------� �Y__/_�.i .
, .-.--.. .�..�� ..�.i�...-_F_
- _------__ ,� �..�. ..�i,__ .
I _�___.-.��-�___" - . "
� ---__------�------____._..m_.,_ , �. :
mf__.-o m.��___�_iiii�_��_F.-/-,- z --- - i
I .___f_ .��.......n/......m�.i �11 . ...�.......... I
I ,iiii __=.__-----�ii� ii- __��___f��. ...............
I
�`��� I
."..
i I
111
- � ,�`- �`,`=No-- I I
- , ,,- -- "
,� ``1111 I 1-ii `ii -`11,- '11" 11 ig,
�
1 i 11-0 ,,
""',""'
I
I
-
- 1111 I I
; .... _8�.. 1� 111 11 I 11 1% 0 I
1;1.11, - I
I III, 1111 I I
I
I
I I
` I - ...
- : I 11 -� .___,_.___f---_ _,_,�_.___.,�� �
� _1 I�1 I- __.___�._ ...�
I
I - "-I --- 111 - - _...
.
I- _. , I , � ...... i
,
- �
-
; I .1, �_ � I � - .- �
... I - ...
�
,
,
,_ I
_
�...�
�,6
- 1K z-_! _-, ........
�-
..
,-
-__p
-
11 1C_,ii,_,
�11NI, i -___
. ..
,."o-1 -10 --iii;-;---iii;z-.11
.,.-in.1.10" I �__.. - �1_ . :
. i:_ - . .
r L 11 - M�. �
; ommonsinim �Mf_.' I
: I ..... i
� I
- I 11, i I
i L-- : L
: : �
� �� : L L
:
: i
: A,VERA GE DA&Y RUN 77MES : :
: _Wq�WM;�) :
f- ILLLLLLLLLLLLLLLLLL"LLL'LLLL'L L L�L L L L L LLL LL"LL L I- I . ---L�-L-LLLLLLL-LLLLL'LLL�LLLL�L-'LLLLLLLLL'L LLL L'- I L I L LL LL L L L L L L L __ - L I -- : :
L L L L L L L L L L L L L L L L'L'L L I :
L L L L L L L L L''L L L L L -
onsommonesmomm - _ _ -LLLLLL1 :'LL - -_ L L-
I . 11 �� I �__a In : -LL��LL-LLLL�LLLLLLL�LLLLLLLLLLLLLLLLLLLLLLLLLLLL'LLLLLLLLLLLLLLLLL'LLLLLLLLLLLLLLLL'LLLL'LLL L ' L L L L L L L L'L L L L L L L L L L L L L L L L L L L L�L---L'LLLLLLLL'L' - 3
: ; s I - ,r I; : am= I
: I ; I I I I mi
: I : i i I I I
I : � : I .
: � � : : : L
� : : I : i z
i L : I �
L I : : I : � !
) : : : : i I
. : I � I
I : I I I
I i : L �
I I : Totall j
� i I ; : : I
i � : : I : I : I
: I :
: : : i � I I I - : I
L
: : � i : I
: : : : : - I
: L
: I
: i
i : � :: I � . i _;2�-1_Ual : rea :
: : ��'L LL.
: : :: :L
: : : :: ; : : I : : Total A,nn Valve � A m I Wfve A
: : :: i : : ,ua
: : : I : : � : L
: I :
: : EqUN L L- : : L:L- L : : I ::
'
I I- : : : : I : I
: L : ::
: : - - : 'LL - L - :: :
: : : : � :
lift , :
:
:: : ::
: : I
I : ::I i :: :: ::
L� I '. : : :: ::
: : :: : tm 1 :
:: : I :: :
I :�
I :r : , : :� 'U'i I G.p.m :: Gaftns Sq.Ft :
:� � �� ! : : I � � �I` I r v De %Wve I
:
I I I 11 I '', :June .hi4r :Aug :S ::
I :
: : : L Fdb I MaIr 1Apr �May :
i : : : L:
: I : : L:
:
: : : : : -4n: I
: :
: : : I
: ::W":: ipment : L.:E Plant MaterM K.1. ! P R. L J : ; : I ; 010 ft
:: � � L L i : � L L % : C :: :: :
LE 'LL'LL L I i" -- I- I I - : : L I : : I
. LLL-'LLLLL'LLLLLLLL'LLLLL''L L L L L L L L L L L L'L'L L L L L LLL 11 LL"L __- L�I L i- .I .I ep : V :I f L : .
I' :
: : I I R ion- Ill 11 11 L 1 L - ' L L LL � I- L : - ,L -'LL------�--LLLLLLL--L�LLLL"LLL'LLL-LLLLLLLL'LL-L�'LLLL'LLLLL-- L::
, i :Klilgllm -i'LL LLLL L L L L L L L L L L LL LL LL' LL ' " N f
:; Imensommmmmom : "LL-L-L' i L L � I : I I I L L- L I I L:
: . ,i . ,; ; 1 1 INEEMENNEREN= I I IN 11 : - --
: I r I I :
I
: : i i i 1 �I : : I I . I I-Ills loll��111111 111111111 :
I : . : - , I I i i ; I. i:
: I : : : �I : :
:: : :: - - :
: :: : :: :
: I : : i : :: ::
: :: : : ::
:f 'L : I:
: : : 'O : : I : : : �� 80:776
: � : i : : 1:
I :: 1'9 : L :
� ,O ,; 1 1 L :
L :: L_ :6 7'3 1 12
: I : ,h : : 2, : '9 : :
I
: ;L I : : 0 1 10 I 25 :
L L :S: mbs-Low 0.8 0:.43 7 � 1 3 : I
L L :
I DrIL ,0.:i :: 2 25 :1 219 : 3 L j:
1 2p � R ---L---- L - 'LJ I- ' AL 1 24 11 1 1 : ::
: i . I - � illll�.iii i I LL L- I : : L:
LLI 11 I 11; L----LLLL LLLL L LLLZ: :6 � 3
: i I I i I: 1 i : LLL LL-LLLLLLLLLLLLLLLLLLLLLLL'LL'L LLLLLLL - I L'�-, L - I-- 'L;I L j t:
L � : :! I I `-� I
� : : I I ; I I i ; I I I I
L :: I : :: ' 1: :
:: : L 1: : : :
I :: � ; i :: I : : :
:: ::
I : : :: I :: '9 : : L : : �
: :: :I
:
i L .: :; 'O � :: I : :1 ::6 :
:: : I f : :
� : L : �: : I:
I I :
h � 2,14 1: I :: I .:
L � �
I i i L I : I 9 : i:
I L : JL
i : L
L I
� 2 Dri p � O.L�9"o :S" rubs-:Low 0.80 0.45 6 2 L 23 L : : I I
I
I - i I i 1 28 281 : 28 i 2'2 1 z8 : i: 2 63 1: :
i L L L L L L LLLLL L-iLLLLLLL I I -L�ILL-_ I ; i� - 1 89 8 L: 5 1,1 1: 1 7 1:
, - L L I- t I I I I I L ; I 3 I
- I I I I I - LLLLLLLL'-L-i - I _i
--LLLLLLLLLLLLLLLLLL'L L L'LL L.-L L L L L L L L'LLL LLLLLLLLLLLLLLLLLL-LLLL'L L L L L L L L L' -_-
' ; i I I I I i , mmi
,�, : L I i z i; I I i
_41% 1�' - : : : : :
OL : i :: : I : I
Q � I : : i
: I : : :
:I : : :: : : : : I
. :; : L : I
I : :
L: : :: . : � :
: i : �
: : 1919 : 4 1: %1 96: 1
. � I :: : 0 8 : : 4 :
�� I L: � 9 I : I :;
:
I
I I : I
LL LLL L 3m; - Drip I� 09 rees- Mold 0:-50 0.78, 2 4 7 �: 8 10 : 11 0: I 1 Z: 6 1 3 22,
1 ____LL-L i 'L' L - -- L : LL LLLLLLLLLLLLLLL'LLLLLLLLLLLLLLLL'LLLLL_L'LLLLLLLLLLLLLLLLLLLLLLLLL-LLLL�LLLLLLLLLLLL'LLLLLL_L-'LLLLLLL�LLLLLLLLLLLLLLL--LLLL-L-L- - L� 11 -- - 3, i L I
L � " 111 I 1 ii. LLLLL_ i -1 I I I------- .. - . - : .-LLL-LLLLLLLLLLL-L L L L L L L L L L L L L L L''L'L L
: 0 :: I I. : I . I I I
1
: 1: ;T -- '- � - 'LL - - - I- i - - LLL �
: : :: : : : � - : :
: : :: :: - ^ �I : 0 /Sj !,9 4
: :: : : : : �' I I i
: : : : : I
L : : : I I i : : : i _$ 1 i
__ -LLLLLL'-'-LL�'L-'�LLLLLL'LLL'LLLLLLLL'L'L'LLL'LL L'LLL L - L L - : L I : � I �4 1 G L L I
- L . : : 1 5:14 I 41 i922
i : :: :
I
: I : I - 2.2 : 2.4 : : I I
: i I; i
- tra i ,,,a it e,: 1.5 _�9 :6.6 5.6 :: : :
-I�; i:
: %�
� Monffi EvRpotraln.LSP� ifibn R 2 45 1 5.5, 6,.6 �; &7 ,5.,�, : i
- Illy ; : 3 � 4 : I
: LLLLLLLLLLLL'LLLLLLLLLLLLL-LLLLLLLLLLLLLLLLLLLL L L L-'L I LL L :- I _ 1: --'f : L ta 1 2,4 1 yL,,8 1
: 'MM mimmm= 1111, I I llmi�=gm LLLLLLLLLLLLLLLLLLL'L LL A� I L LLL'ILLL' ' L k-- -- �fLL I: I %
: _ -LLL LLLLLLL'LLLLL : -L L L L L L L L L L L L L L L L'L L'L L L L L L-LL--- - 1 L--- i I LL L'LL L I - I I :
:: I I I I I I gig= ,
LLL - I-� :
� I : 1 L .
I I
L i :� I : : I
L :
i : :1 L � I -; : � i I ;
: U im z I ,, :
I I � i :
R :N T E FORMULA,iiiz(6i0i*E.T /(P.R.*28 DAYS)*K1.*(1:/1.E.) ., : :
-) : - :
� - L - :
: I- iiiii: :
- I I I L L-::; I 1:- I :
i I L 11 :
:
I :
I '- :
L
:
2 1 . � I :
L I 1
53.8 Annual EvapotminVftv,ftn Rate 1 SIC I p , I :
. I :
I ,%D - A I I L
L
L � . 'J�
; I
; : I
I : : .q V L
i ,OTE" . I
,N -q I I L W L-f L,
i
T� M I "p L
110 I _ .
. , I ILIOL ,0 "L �
L - - � iiv :" I
IL- 'V- .� 0 �p L
: r ly L 1 'Z ;. I LL OigL I
Id: C e z
I Ui: i e- u s-e lified al cord 1 % I
1.The water sched tes are showin,fo, guidefin, ont andi are to be mo, :n :ly as th�j weather changes with the assistance of a pr ramrned smart contro,11'er. CO- I L �
9: I I -L I
:
I
-- I .;�- i 11 :
: . : I . li'i �
Otti -n _[ra I - I 'C� 0 L -n : :
:
; I � t? �
I 'LL'i::''L I- :
2. It i's based: on the m eva,potrm sp fion rates for G of Ran h CuGamo I CA. 114, I i :
-,
I -L----L-'L L L L L'L'L L y., I ---- --L'-LLLLL'LLLLLLL�LLLLLLL-LLLLLL'LLLLLLLLLL'L L L''L'L L L L L�I'L L L L L L L L L L L L L L L L L L L 4 L L L L L L L L L L L L'L L L Sga I d) :
m I , onsessammommum-- _______1 -- I -1---LLL--LLLLLLLLL'LL��LLL�LLLL'-LL�-�'-L--LLL�LLLLLLLLLLLLLLLLL ____ - I 1, � - :
___ wimmoom : -LLLLL L L L L L L L L L L�-L L L L L L L L L L L L L'L L' I :
I MON"--- sommum , %3 0 01, :
:
:
L :
: I—- I :
I :
L :
� .p.I I :
I -_j : : I :
:
. � I �
:
I :
:
I
I
. A �, L,-W.--L
I
I sigA :
:
L: :
:
� I I I :
2 L :
L : 11 :
i L- 1-1:8' L' L :
jj L I :
I :
I f7 m - , :
, :
. ��
I �F-enewal'7 L 7 1 :
:
:, e I i
i
' L :
I .1 I 1,I L : �
I L 1,q I �
- :
I
1
LLLLL & L, ioeofrbi :
:
I - :
L ' L ;
I - �
LLLL I
. LL'LLLLLL-LLLLLL L L L L L L L L L L L L L L L L L - I L Dale I I
I L L L
I
h L
: � I . L
: � ; I � I L
: L I. I
. i : I I
- : L : � L
L i : L I I L L L L L L-'L i L I . I :
: : : L �
L L
: : L L I
: . L I L
I I : : � z I - _41
. I !C i I , 11 z
I 11 q I . L
L : � I I L
I R ; 1 )6 i
: i ,R 1 L I:G AT 11 01 CO:NTIRO L::L i L �H A�: T . I I
: LLLLLLLLLLLLLLL I LL I
: L L
I I L I
: - L
I I : -
: �
: � I
i : -1 I - L
:: _ LLLLLLLLLLLLLLLLL LLL--'- .r L L -�- --L � I � __---- I 0 At 'L
----LLLLL - - - - __-_ --
r : : z -.--- lio'NNERNNNEM I : -----�L L L L L L L L L L L L L L L L L L L L L L'L - - - --'-LLLLLLLL'-LLLLLLLLLLLL'LLLLLLLLLLLLLLL L'LL� L - - ----L-LLLLLLL LLLLL'LLLLLLLLL LLLLLLLLL'LLLLLLL LLLL'LL'L L � I - L
I
I—- -
I
i'LLLLLL'
.
: L
--LLLL- -_ I I
SCALE: NOT TO SCALE I I I- ___ -- -----LLLL'�-LL-�LLLLLLLLL'LLLL'LLLL I- - L' . L I ; I 11 I I �;
:
I
I
:
:
:
:
I :
I:
L:
� ---L�LLL'LLLLLLLLLL'LLLLLLLLLLLLLL' - -- I L__ -----,----- - - - �� 1-11 I L L I L
- -_____
. I I;
i
. :
:
: �
:
I :
:
:
:
� :
- :
I :
I :
I : I :
:
L i
I
I
I
I
I �I
I
I L-I - L L-L--L---L---------�LLL'L I- - - I 1� - L LL L'LL'LLL'LLLLLLLLLLLLLLLLLLLL�LL-
;
: . I _______._
: - r i
: �
: �
i
f i �
: I I � �
: : :
�
� I
i �
: :
i
:
j
I
L
LLLLLLLLLLLLLL LLLL I LLLLLL LLLLLLLLLLLLLLLLL-LLLL'LL I LL L LLL - - � 11
. I-�I__ m_
I I r 11 I
:
:
I I - :
- :
V L LL ' � CITY
. I : : E I
� : '
I :
i i :
; i :
I DESCRIPTION OF RE IS110N DA
I
i
L :1
:f APPROVED:�
I :: I
I I: I
LLLLLLLLLLLL'L L L L L L L L'L L L L L L L L'I I __- � t� I
- ---LLL - -- - - -
� .I I I SEEM MEMOMMERNMEMOM - - --LLLL - L I LLLL I
I
I - :;
. : �
- - - . i
LL I L L L L L L L- L- I L L- -
: I i _ - LL LLLL L-'L L L L L L L- L - 11 L L L�L L L L L I �
L
: �, L LL I L I L I
: I I : : L I .� L I:
: L � . :
I I L I:
I : i ; �'i ! � :" : L I :
I : i : : L : 1, L I i
: : : li ; :i I I I : � :
: : I : I �
: : � : I L I I L L I I L I :
I : � : � i L ; I � :
: : ! : I L � : : L :
! : i I I I I I I : :� :
I I L :, : :
: : L L L i I : i L L :
I : � : I I L j : L � i : : �:
: i : I : : i L i I : : 'L �
L L : :
: : ! : I
I i I : : : r I : k : I ::
� I : ; : i : :'L-L L L L L L � � :L L_ : : I ::
, : ! I I I ::
: : : I I � : � � : : : I
: : : : : I : I I I L : ::
I : : � I i I
: : I : I : :
: i : i : 1 1 L � 1: i :
: : : : : : ; : � : : L 1: z � : I : .
. : i : : : z I i L L : : L "I 11 I I � I
: : L : : : ! ,� I
I : � I : : � 11 ; :
: : I 1� L L : : �
� � �
: 22 i L L : :
. I -_ :
I :
:: �:
:: :
� :� L:
iI L L -LL' L L LL L L L-L-LLLLLL LLLL L 11 L I�LL L L-- � � - - 1:
:; I.- -----_ - I __-
:
: :
:
i
I
I
I
-
:
I � :
:
I : : I
: �
:
:
:
I : I
:
: : EA S T A VE TR�A C T 19:9�68
� :
:
: :
: I
: I L
I
: I
: L
: I
: ;
: I
� L
: -
: i I
i : i I
: � L : :
I L L I L :
f:1 I I : :
L : :
: I L : L :
� : L :
:i : :
: j : i i :
:I : I : :
L : : :
i L- : �
I 1 A 1,N N : E DISTR I 1 T
: L A N:� SCAPE M_ TE AN C C
I
, LLLLL LL L- '- L L L L L_ L
L L L L L L L L L- L--- --
:
I: : I 11 : :
I: : i : :
;:LLL : : : :
I: : : : �
1: : :
L� � :
:
I � 0; N R OF : AST AVLL NUE & FISHER DRIVE
SOUTHEASTC; R1 E
�
-
__ I
--LLLLLLLLLLLLLLLLLLLLLLLLL L -- I
I
-
I L_
I I
::
:L
1� r L �
L : I I
:
: I
I
:
:
I t TA:ILS 2
. I R R I!;G A,T I 0 N DE :
:
:
. LL'-I -
-LLLLLLL-LLL'LLL L LLL' L I - L L- 'L -I L I .
0 - ________ LL....L L L I ___-L-- L' L - .:
L �
I I-I I I
; 'i
I :
:
: - :
Page 1 i - L :
� :
IV :
; : : 0 :
� :
; :
: ; :�,
LL-L :
L L- :
: APPROVED BY', L D'ATE's I 0gh 61 :
: I
I I : I I 0 :
: L I :
: L - :
:
: I I :
: L I L I - ;
I :
I - LLLL L
L
: , L ___._
: LL I. i
I
: I I
: I 7 �
L '
I �: CITY ENGINEERL L' I � I 0 ' '):% � I
L �
I I I L
,
I :: - _ _ L I I I �� (# LL. 114 L
: RCEN . L
L
iWL - --LLLLLLLLLLLL I L- - L I i i: I
____- I LLLLL_'LLLLLLLL'L-'LLL LLL�iLLLL'-LLLL"-'--- I � I 11. ;
: ----LLLLLLLLLLL L L L L'L L L L L L L L L L L L L L L L''L L L L L L L...LLLLL L'L L L L L L L'LLLLLL LL L
: I � onmmmm
:i - - 11,11-19
: - -
: I
: I L limigiiiiF
: L
: , L
LL - -
!. -_0, LLL z :
� I L p L
I I _ :DED
:: DESIIGN -- : - I RECIO:
:
I : L I� 1; : I L -
L
Lp : L � L,
L z
: : n L :D ; GIR L ,
I
; I
: � � ESIG iN 1 � U I I
: i
I �R" LA :
: AR � L
i I
! : I
i �, i ,
,�
I
I
I I
i I I :
: � L : L ; : I
; I : I .. I
; LANDSCAPE ARL 'I L :
: C: L TECTURE I rrr
�HL I L
i GPD ff I
� � : 11 I
: . :
I ,
: I.1,
L L L L L L L L L L L L L L L L L L L � : I : .1, :ld,
- i : : "I I , 1.I
:
� I I SITE PLANNING ,
: , I——
i
--LLLLLLLLLLLLLLLL LLLLL - I
iL L L L L L L- L- :I LL I- -- - -LLLLL
:
- L : :
: I : :I
i ;L._ P I ::
,
0 : : I 1 I *: L ST;:L 'ET
: RAWN I -1--_ R
� 1 L �221-A TRADEMARK 3 E :�
: :
i
: I I :
: D :
: : SHEET �
- : :
:
:
I :
i RANCHO,CUCAMONGA, CA 91:7310
: I :
I :
� � jq,_,L� I
:
� "L f IL
I :
I � I : (9109)484-28010; FAX- � 09)484-28012 :
: I O' ''' - L
I ; : i I
I
I ,C 0 1 -ELL OF
JCC � 10
I I C r�N�TAL T PERS ,N:DAVID POW,
L
I
I
� L -L L L L L L L L L L L L L L LLL'LL L' . I . --�L I
LL 'LL LL'L L L L L L'L L L'L L L L'' L'L L- '''L-L LLL L'L L L'L L L'L L L L LLLLL L LLL�
I
I
: - _I I
: ; I I
I
f 283:4 1
: z
: ;
;
:
CHECKED : RLA No. � - DRAWING NO. :
:
:: �
:: :
;: I :
::
:�
:: 13 i
: 0,
::
- :: - tv
:
:: 4
:
: �
: 10/5/16 1558 : :
:
,
: -I
JRC : DALTE I- JOB NO. 24 L
:
: LLLLL __I I MOK�-� i --L I L LLLL'L I LLL L L LLLLL LLLLL L-L'LLLLLLLLLLLLL L'-LL LL L LLLL L- I I-- - -- -L -- - __ - - -__ LL I LI -- 11 L I-
I I� Emig ---- ; �---L--LLLLLLLL'LLLLLLLLLL'LLLLLLLL'LL IL I ,- I
I—----I__�.-�---�-,- 11 I I i ---'-LLLLL-LLLLLLLLLLLL L LLLLLLLLL------ ----
11 I 11 0 ---L LL L L L L L L L I L I___________, L---L-LL-LLL'L LL--- L I I I ION 1-11 ----LLLLLLLLLLL LLLL
; �
-
�
11
- LLL-I
I
ggLL
I 0 1 2.3 of 1 0
, � PR JECT Sheet Nc.
11
. 71
i
I
L
1
�
�
L
.
L
I
i
�
i
�
i
:
z
i
:
1
7
:
i
�
:
:
i
i
I
i
�
i i
i
0 K S
UE L
L'
=
- I
- 17 71a n 7 1
1
:
:
:
:
:
:
:
\. � :
___ 1: :
:
:
:
:
:
:
:
:
:
i
.
I
L
I I
L
z
1
L
-
-
�//I I I
L
I
L
z 1,
�
�I
i I
i
i:
:
1 i
I
I
I
I
I
I
I �
I
I .
I
I
� I
I I
. ,
� I I
i . I I I I
:
I I
I _. �
.
I �
I
I I
II
I
_____ �-
________ __�___-� .
a- �-I- __ . . _____ ;___._..._______ - - - ________ --�--I- I� - - - 11I11 � I .- �I - - - -- - mamommommommmuffiffim �.-----��-�������������������,������I� - -----�,-���������������������������� -_ , , �
I 1-1______.__ 11 11 --�-��---��������,�����������,��...-__ , _ -� , , ,__________ ''___��_______�, �,� �� � � �- _- �,�������������������������������_____ ___ - - - I
�
-
I
I
�
I I
I
�
I
I
I
I
I
I I I __ - __ I
� __ I-
� � : ,�
� I I : : I- �, 11 ! : :
� i � : � :
� I : I i I : :
� � : I � I I
I i 11 i:
: � : � f I : : I __,
�: i � : � : I � :
: I I� I-
� : I : i : z �
im : � : � � � �: I
I :
� : � � � I � :
� : � � I i :
i : � I :
i ; � :� k I I ;
I �
: � : � I : : : - - � N
: Dwo � I
� : : ' Wi iRK ! - � :LA a
� : 1 : 11
I 'I I :U,I I - - T�� 1 N�G - _ S I i
U 1: PLA OIT,E m T �NG Do
� i-
I :
� el - I
11
:
� , :A . �_�x -$kr r I
§16ml- _AM "
:
: d I
: I
: 11
: .1 I
,
: I .
: �,;
I I 1, _ � - - e
: : 1. ': :i � I I I
� I � : 4 � � : � : � I .
� ii � : i - �
I'll = H; I � 1: mi!;
� �I ,�ic U : 'O �I 0 SYMBOL
: z ; i -
1. S RUB LAYOUT AS SH0WAN ON PLAN INDICATES"SHRUB MASSES." Q ANTITIES ARE AS SH W':N ON PLAN, . WATER TOT.
: . : - �- -
� : � 0, ftv*WX�l ,� . I
- ,� -
I � I
� : 1. I : :_ I
- I �� : I � :: - i �
� I I � � ON NA
- . : � � i - i�,
I � �� I T 1 S B N SPACING AND ADD COM,
�
: � I E :FY QUANT BOTAN 1CAL NAM' Slz SPACIN: COMMENTS USE QTY
I : I � , 1, I 0 � N:D. CONTRACTOR TO V R11 I ME
- I I I �11 P � I � CALLOUIT
I I �
I I - ON�-GENTER S AGING AS SHOWN: N LEGE4 i
: I � �
: � �
: � 1- I
11! � � -
. - 0111111111� : - : : � � � � - - : I �
I i :� :
: I :
� : I
, � INTAIIN D, SlIGzN:�N TENT
: , : I : z i
I , : I : D 1 I - - - �: : I I �
i � : I : �
: :
"I'll, IT10NAL PLANT MATERIAL(ATNIO AD� 1710NAL COST TO!THE OWNER)REQUIRED TOMA �E I
: - ADD I i
: ___ 91 - _ _ - I I
I .
� � :
f � � : 1
: , 1, I i L __ --_ - � �
I : : : �
� I I I 1,': : : :� I � : :
�, I 1: i
11 I
I , �ER B:
, I I ! I
: : I :
;� , � :
:
� li:TI,N-� :� I I � SNOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WIL EIT 2 TREES
UE ,- G SITE CONDITION; �
1 �
,
1. 219 1 -0
i 0-11 D T_� EXIS
I i
: - I
: I
: a r. � � � : I -_ - - - - -� - - � - I �
I : I I � : : . : I- -
: � � : I ; : � � : I— I
U : � : � 11 i :� � -
I : : z
I 200 TRIANG LAR OR LINEAR AS SHOWN:ON PLAN OR LEGENDi.LANDSCAPE ARCH:TECT TO APPROVE FIN1AL:LAYOUT IN � I I
��A I 1, I
Zj � I : ; I
I
I � I
I
� - � I I
� : �
� : � I .� 0 i f 11 I
.
I � I
- � I �
I : I � I�`11,ca � I : i I I I
,I : IV ; : : i N. S I 'Mbskogee e Crape Myrtl 2:4 box Per plan Multi-trunk M 1
FIELD PRIOR TO I'NSTALLATI0 i
I
I J I . � � 1� 00 I: T-1 Lagerstroemia ind Muskoge, e
.
�
� 29 - I r ;I �
:
�� , �
I , ZVI' � I I -
I 1: 22 A � - - - I I
::I : ; I I c CC ' : I A 11
:�
.1 I :; � : �
2 1 1 � i I . � � �
� � I ,
I I �
: I 1: 9 2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCH]TECT OF S,TE CONDITIONS WH:I: H PREVENT:NSTALLATI,ON , I
: I � � I
I �
: I �
: : I � �
�� I. I I �1, :I : � I I - I �
I ;l � : i I � : i i I
i ,� : I i ;m 1-a: i �
''A PER PLAN'S AND -SPECIFICATIONS I T-2 Euicalyptus cladocalyx Sugar G:u 15 gallon Per pi Standlard M 22
. I � : , n
� � 1, .
r I � I
� I r I 11��11 . * .��. I� �
�
I .
I I I
I I . 11.1 I I
I I
�
�
�
I �
- - � � �
- I
- �
I : �- �
I � � - �
I ; � x �
: � � �
�
; � �
I I I ( R , :L� :� :1 :EQ IPMENT AND REPLANTING � �
. I 11 10;. 3. CONTRACTOR SHALL BRE LIABLE FOR REJm0VlN!G AND: E-INSTALI ING IRRIGATtON: 1 U I � I
,� --, � I I
..
I -, � -
I : e I I I 11 �
: :
r ; I � � i i � I I !N I � �
I ; : �
I I
I
I I ,� i I I ST- _RPLA , � I-
I � AREAS WHlGH ARENOT IN ALL,ED PE I ' N AND SPEGIFICAT10 S. I
I I � . I 9 iil�i � - 111.1 - :
11 � �
-
,
I � -- �...,- I : I
I � : �
I : I
I� - � I : :UIB
I 'A S H'RI S
11
�I I -I _ _ - - i � : I � i ; 11
: I � I I I � : : I
,� i : I : � I I
A PLA I � I : , i � : z z �
I i : :
I lN P I : P__C VN1 � I :1 :
i : :
: :
� : j ; :�G ECIFICAT:ONS FOR INSPE7 T10 /C,E;RT:'F:�CAT ON SCH,:E:D,uLE.
I I� 4. �REFER TO: I TIN: Sil �
�
11
11
I I I '_ I -_
I
I
I I . fil
:� � �:
; z I ; :
I I. � 1.0-1 R:os, I I -U- 7 -can Blue' Tu can BIlue,Rme a!ry �a::
� 11 A m s 0. US � im : 5 g 1. 48: 0.C. L 52 1
� , I --
�
� I I I : : : I� - - - 0
; I . .-I � 1 I X) : 11 : ;
11 � : I � � :
� : � : :
: I
i .i I : i I i : i I I I � li �
i 11 1 5. IRRIGAT10N SYSTEM SHALLBE fNSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS:.
: I -
:
I
f .,
: . , _
: . -
I � - ,,, I � 11 ill�� F1
I
: �- I , I I � :
I � . i I W � i. :
I ; :1 I I :
I I
I I i i Ick enn g 1 ,e 5 gal� 42 O.C. L 141
1
� i
: I ,P�W - - - � - - (9 Sa via 1.'Allen Ch Allen C ick ring Salge
� F : : : : � :
� : : i z :
I E :- :B :
: : : : � �
: : :,
1. i B : I �
I : U EMENT I UTNOT BEFOREIRRII ATION CIOV ERAGE
I .. :
� � �111 � 11 :6, TREES AND SHIR, ___,S,SHALL BE PLANTED AFTER CONCRET PLACI� I I w G �
. - 11
�
�
I � ; : 1 - - - I I' 1, t ill �
, : : � I
� ; : �
Ic:� � � S
� : : � i ; :
D P :; IC 1, : ,i ; : :
1. i i
: I
: E : � � :
I 11 MI. , J � .�� TEST NO. 1 HAS- BEEN APPROVE . (SEE S,,; ,E: :1 F1-ATI ONS). 0 Hesperaloe,p. 13'rakefights" Brake gh,s Red Yucca 1 gal. 310 0.C, L 54
:�� 1, ,
. z: I I
.
,
�I i : / ,
I . 9
: I �i - ,�?'
: I, I -
� 111- /0;w, - : : � I � - �
1pw :; i : � : � : � r
p� : �; r : i � � l� �
1: : : �
:� '_� i 1 : : liiftf
,
: . �� 7. PLACE TREES BETWEEN IRRIGATION HEAD R POSSIBLE..
le0l I
11 10._
I :�, I I z, , - - - - '_ V �
:
IV , : I I
I I ,: : I � � I
I
� B :
; �
I
� x zCAPE: 0 CTOR SHALL TAKE FOUR(4)SOIL SAMPLES FROM THE SITE ATLOCAT'll-ONS APPROVED: Y THE I
? .1 8. LANDS C �NTRA 1
1
1 ; .1 i I- I I I I - I . .
24 � � I I I . I � -, U- � -t-__t ,-F
I � ,�US ,,�oisl: I 11
I � 'r _,:,r
: t I - �, , , :
� D I IT : �� I I : R
�
F I R' : NG i - 11: P ra,us -d! ockros 1 -8
,
F iH " EN AT A DEPTH OF ITAFTER� O,U�GH GRA 1� - AN' C:stuls salvftil 1 gial. 48 0.C. L 5
: 12 : D I i �E TAK agetea
t �v I �. i LAN' SCAP�E ARC, ITECT. THE SAMPLES SHALL B S ; �i
,
I
-_
I
-
- -
i � I � � �t �
- , : � I I � �
:1 � �: t, I �
z i � I � : �! :, �
- � : IL , � �
��, � � t: i iR I i I , I I i �
-I : : iov I �
,
� . w I I ll�l SUBMITTED TO AN APP ED SO AND PLANT LABORATORY FOR AGRCUfLTU'RAL SUITABILITY TESTING, THE COST @
I
I
�-
� I � I
: I �
11
I I
� � : : i
� � 11 W :L �4 1
1
� � I� OF TESTING SHAL B;zE::[NCLU:DE,D IN THE CONITRACTOR'S BID.
�
: I .. I I
: .�_
:
1 "I
.1 Irt
11
I �
I
�
I
11
I I
I I
:" - .
- - -
� : � : � : ,�
I � : : � : -
11 : I I � : � :
� M i : : : � � �
E N � : ;z : � :E : : I
I : i ; :
I z : I U - I
. r � : : : I I I :
_ I ; I ; ; i � : � �
� : . I � Ic � -Tl ON S OF TH E$01L RE PORT SHALL S PERSEDE THE SOIL PREPARAT ON AND BACKFILL MIX
: I-1. 9. TH� ;RE OM� E�: DA I �� , i -
: I � -
� 1:
� � - I-
. I
�
I
� � I I
: � I I i ; I -
: � lil i z , i ; I
I i 1� � : � I I I
: - I ; I ;
: I : i i : :
� i N : �F � :
: I i : � - -
11
1, � � lll� I SPEC-IF-:C AT-1,01 S(SEE SPECIFI` TIONS). THE CONTRACTOR SHALL SUBMIT A COPY 0 ALL SOILS REPORTS TO THE I �
� 0
� I ___ -
�
1p : :
:
� I
I z : -� p I
� . : I ; i � : I
I � I , El : L_
� , : 1 i ; I :
1! ;, I : E i I z
� I I 7 r�,L� I � : :: E :,- S _ - _'
: M ICATION OF THI Sl :� � Clf ICATIONS.
I : LANDSCAPE ARCH IT' CT PRI OR TO:i ODIF
: �
: .I
: �
: I
� ; Pit
�
� I 11 i �
I
�
: -,
I
I
I �l I I
I
� , L I -1 ML I - I LL - -
: 'L I � I �
I � : : � : 1 :
l�l � 2 : : IL �L IE
: 11 ILI. I i D M : I ul� I I .
�L I-
L, � i � � ; B !ER AREAS P R
: e : : L, . � L AND GROlUNDCOV
: I
: I � : I �D � L
: t N. �
: 10. SH'REDDEl ,I U�L:GIH INSTALLATIO '- INSTALL SHRE: D:ED ULCHI IN A L SHR
L I
I
L
�
I : I L - L- - L
J.�L �CATL :LLL I
: xl : ; :
L L � � L lil : :
I �� : : : : :
E P i
L i � : : :
Al SPECIFICATIONS UNLESS OTHERWISE INIDII DON LAN'S.
: ,�L
t
: L,
: 11
:
: -
: L
. : '.
: I
: It I i
, :
: �
: I IL �
,-L I S - - -_ L :LLLL '- ' - I I �
: I L , L L
J-L�, % I A I L i I : � I L :
L L
I L L :
L L L � :
! : : I � E N Y ,M -
I i � I L : : :
L � L , : �
L: I V -L ,:IRS AND/OR RE: LACEM� NT OF A DA AGED:LANDSCAPE AREAS
I,, 1:1,i CONTRACTOR IS RESPON JIBLE FOR A-L REPA P I :
L I IL :
L
L I
I
L L. L IL L� P�L- - LL- L LLL LL 11
L .. I I Y L L
L L I , I ^ I � L L :L I :1 i L
� ; I
L I; : L-L, i I
L 11 �L , L L i INKLER HEAD�l ,
L I I I ;
L , � i i I I L L L � I : Z L IS ADIRECT
�L ; L 4 �
11 : : I u i L i : i f i : �
L I I ; I
I L - BEYOND THE L,MIT OF WORK,INCLUD�N� REPAIRING AN IRRIGA [ONI LIN,ES/S R , 1.3 T HAT
L '
L L
I - -
L LW - L -
L -I L' - -- - L
L L
,
L
L I " � : L L
L : f � I ; L : : 1 : : : L
UL I L
L . , L I : : I L
L : : I � I : : I
L . A ,L E N 13i :;MLS iH ,
I :
> L y_,"'' RES!' ' T OF THE LANDSCAPL C0 STRUCTION'AND/OR HIS:Siul_�CIONTRACTOR:. REPLACEMENT ITE� � 1 S, ALL BE -
L I ,
L I I �L -1
L .
I L L I
L L. IL� : LLL - - L
L L L .
L I L : � �
I � : I I I �, : L I .1
L . � 'L : � �
L I -I i : I � : ; : I
L : i i I : : : ; -
L , LL;LLL I , : :
L L EXACT DUPL;CATION OF ORGINAL WORK OR PLANTSI,U:NLESSOTHERWISE APIPROVEDBY THE LANDSCAPE
-
L . I-
L
I
L
. �
L L 9 C L
: I. I
I �
L L ;i :
L : I I
L . AR ITECT.
L L. i -
I
: L L I I
�
'
L
I - .
,
I
I-
: I - .
1.
I I
- L
L
�
,
__ -
L L L L L L- L. 'L L L I
"I I I I
I I
L
I : L : ��
11 L : ; : ; � I
- I :G � : : I �
, L
L'� : R � ; : L : � �
: L � I : ,
: L L. 1 2. W, EREVER 1 :R0UNDCOVER AREAS ARE ADJACENT TO TURFINSTALL CONCRETE M0,W STRIP OR HEADERBOARD AS
: '
L
i I' I
L
4 I
.L �
.. : :,I
i � T � iE �
iL IL : -
. I IL I,N'DI CAT� DON DRAW I`N GS. I I
:
ya "I'L
L
�L.
L
,
11
LLL_ L�I I I L I : LL L ,
: � �L I , I �
L - :I - I I
I : : I :
I L - :� - 'L
z . - ;_____1�,�,, , - �` � � ", I I
L L I : :
I I I �, ) �
L L - I IL - LLLS- L- - - I : � : . -L- _LLL L- :
- :! �� �
I i , :
I L-L � L L _1 :, I I ma� : 111 �
11
I I I -- :I
; L � L � , LLLL'LLLLL'LLLLL L.......-LLLL-
I I
I I . I - 4-1 Liw� - ?.
I � - � i L I I . . I - I :
i - �
I ; I I �; : - -1 . :
I L � L L I
L � � , :� : : I
: i � I -
. 13. CLEAN-UP SHALL TAKE PLACE ON A DA Ly BASIS UNLE L�S OTHERWI SE APPROVED BY THE OWANIER'S L ��w : - I � I : I � �
��
LLL � � 11 I- : i � :
I � i � : : : I :
I : i
1. LLLL L �_,___ : � : : : � :
; L -.1.__ � � :
L : .�_ i : : i
: : "Ill, . : - I :
L I �l -, : _ L ! : I :
: , � . � L - ... � I IL
I 1% : ... _. : �
. - :
11
. L - i � I . I :
: I � ERF ATIVE. L 1 . : - I.. : I :
: . Rl ZESENT , _ � x : i 11 : :
i ,-
: : I � - : : : :
... : :
I : : :
: ! : �
: _ L f� : : I %'.. :
w I I I : "ill �
� .L- L: i k I L.-. : `_ 1: : I I : :
I -
: - L�� �
: I : : _ 5 L ! I : i
L - I - i .- - 7
L I I I '. : 11 � , � : :
�� , : - : i : : : :
11
L - : � : : :
I : : : :
-... - _111 I: - - L : : :
: L I L __ 11 . LL I * : :
L - I
: I I � i
: z i " -1,1- . I
: _,_ ..,
11 1. : : :
I - -, I I : :
L I'S:- -- - I- - L " : : : � :
L � - - - L - : � " : : : , :
: L ' - - L- I , : ; : �
: L : : I : � : �
: ,� L IL ! :
i : : I a : L: I _:?, - "") : :1 I
: I I :1 . :
: 11 I � i i : ;� L - , - : L
i : �,__. `1 , : i � f
I __ I I : I :
L : ; : I : :
LLL_ , I : � : : "
: � :
: L I : , ' : G - : I PLA N� 3:
L : 1_11"O,� � : : z i ; :i I
: M IN;ALL GRAIDES,AND FLOW LINES AS SHOWN,ON THE GRADI'Ni lffl:, _,-__-,_ : L� .
: : ! r
I I IV, 14 IT IS THECONTRACTOR RESPON1SIBILITY TO: AI'NTA : I �-
. I . ;
: : :
� Z - __ -, EX 11 S T IN:G I : 6 : 11
- - L, L' LLL L- - - - -- - -11 , : � 1- L
,
I S: 1: i ,_" L
L : I , : I : , L
I
I I IL : : -, L
: i I : I � : L LLLLL I :
-
i
I I
L -. - : I : " I
I - : I :
- � _., : I : : �
� I L I, � I : � :
�� L : i : : � I
� I I : : I
L L
: Agl I : �RAJDE M` ST BE ADJUSTED SO I .. L : : I
L x PLAN. WHERE SOD IS TO:B:E IN1STALLED ON'A SWALE, THE FIN, HG U I HE SOD DOES NOT H: C : I
(41 I I ISTOR i A: I
I I 2 � .. 11, : PLA N 1:::B : I I
I
z : I - I : -
- : �
I � - � : � : :
L -,
... -
i - -, : 1�1__l - :
� � :
I RESTRICT THE FLOW. I I ,_� A-11". - : : �
I Z_ __ L : � :
I �l 1� I I �l
I i I - : ! : -
: : L : i: , I
I � - � - i : L I : 11 ` I
� --A^ :
I z L � - _�.. - 1`_` : : L � : I
L : -1 " - - : i �
- I- : i
L .. I ; : ; I
7� I - - : I : z �
L
L I I- ! HOUSE L ` : i �
rL �W L - �_. 1. : I 0 .-
L i :
L I :
LL I L � ,- `*_1 � L- : I ?_ L
: � ,
L I : .
L -- i:
I �11 __
_ � � __ L"'.. : ..I'
2 __�______ � I
. i_ - : I : I :
. .1 I
I : I :
2 L : L I I
L L - : � : :
I U : I I : : :
__ :
� � _. : : :
L - ll�` -I.K, � :
� "' : � :
. ,
,
� 9 "j I -,.---, TO REMAIL-N " : li
7 I '! � _� - : .
: ... ` - :
, ,1.11,_ �� -11, ,� I : I ---LLLL LLLLLLLLLLLLLLLLLLLL ,
- � � - :
: :
� : L III
� : : I
LLL , - , I - : 'L L L L L L L L L L L L L L IL'L L L L L L L L L L L L LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LLLL-LLLL---LLLL' _ I I I---- -
I Y' _.-K 11, I :
V = I I-, -_f`_-l_.__,l ? -L : :
1_1 -.1 - : :
I - - �' : 11
I I.. I : L
Uj : � � �� , - L : I
.11 : L
z �e , I- 1, I L
.. L- � : L :L
,_,,�.. ....L 1 �� :
., �... :
Jr' I . � �_ . ,. � L � I,
L, __ 1.i : : L : L
� : : L :
. x��__ 01.1.. L �
r-1 ,x,l _ � i . i
I
, --
", I
I z M x � I I _.. - 11 Li I I
�0 I--,*,-,--**
- - `.` I �
, .- _. 1: L : I I
I I I 9 !,� � Z1.% ---_����, I
(A L L ___ --, , : L �
_ - __ 1. - L
� L I - : I : f
I - _ : I L
- . .... - I �
I : :
, I , " '� . ;: : L
� _� . z i
�_,I -il- i I
l � - . �: : I: :
I All � �: I I I
. :
- - : I �: �
� L
: �.11 I �_1_1, � : L : I
I 02 � ill , - I : L �
.I'.-- I - ;
L L -, I I I
J_____- L - I I
L- - : : I L:
z , i I
I I.-� �, _ I *
I - ..._ . i �� :
U 10, : L' : I �: � I
__ : ,
: : L : L: , I �
I.
--- - � - : : I: I I ,
I :, .�: I I: i
S , kP��'._.-fii%,g� �'; i i I L- �L LLLLLLLLLLLLLLLLLLLL 1 --- : �
I i ,- _
- ��;y : L ? I � I
F : .__I : ; �: - : I
i .. :
.- -
. - -..... ...
� - -�
- �: I : .....11 M IN-_Ill I xl�_� ....... : :
_�`_,___k 2�
I_�-- ,,� ,_Z
A I 01 lilk.....-0
y U) . "N mxl. 'L i I
v -i , : i
4 : L: � : I
X L � . k__...--__ _. : i I: , 1 4
n;XXX...... � - �.Kl.ko : �: I I i
.. ... . ---�... ip .,'�K ........ : � �: � "
* , -1 I.I I............ M x" .-__14 L. : : : I �
: : :
� � .: �
I � :
. - 2 .......� I I
x _ I �: I I I :
.. - I ......... : I
�l Z� L _... Z_� I I : �: I L
I
I: I
, . t, L I: i I
- i I:
0 .. I :
', U. - : i:
I I 11 I : : I
- .-------- ,---- : I
---f? - : : , � ,
L "M. i : , ;
. - : I: �
�m : -_ .- mg--g.-g-g, ---_-_---_.,--�-_--i-- : L , i I I
_�_�
, U m �� Xm ME m . I i Z L L � �_ I I i :
. . I- :I L� ,: :
- . .. ,,--,-m-,_-� - -,"",--!.-��-.---�if -.--, -.....-.-,.� - : I LLL'LLLLLLLLLLLLLLLLLLLLL'LLLLLLLLLLLLLLL-LLL : I
"',
--
__"_f :
..... -7--l-I.-` � :
- -.1-L.-M ___ :
L-�---If
.- -_111___- I :
.. -Ill :
- il.l.�l-.-.l
� ..-.-..- . ___ :
...... :
y.� " 1 ,a :
rL L
, I < L VE..� -_2 .,--,------ , ....'... --��-�Y�-,__._-- .Lg,- , : , i �:
,
,,..
_.,..,�� __L_ - �,-- : , �
.. ...... ____,_� ___;,_._, __ �., . - I
* .. Kz�, __ , �_� `-mlIll
��, ..1. . .I 51
I'll ,
..... -- ..I
_.
I : ,�,, ___
,�.X�;X`� 1-I I
- Ill 1111.1101.
__ ,I
" 1,- I ..-,-..-., __�- -
� -� .1 ....
m .--
.. . m . ym.�f
", _%.,_:.�:.vMM -_ I
I �lfl M�k� I ; :
I
�' - _.: I . a I I
91, � I `_Kk�t�10 n___�*=L,l
-L-,..
,_.. -1.1..I....11. . !
L - ,-,-.;,��. I I
.... I ",�. - - I
_�
�
'j �, ,�_
,
� 1111 I IN.-_�
I _11111 I
- ...., .-.1 I ", - I
I I .� - .�,S �, ,
.
0.11 --.. __ ----------------------- I
L - ----- -*-- ?X_. I'--I- :
-_
.. ---
L ��
L - .
- L � I'll..............11 .. 0 0 : :
g
�_... �-----�"
a z 1. �`_1_11_111 . �....-. : i
L . .__
Uj .- :
L ILL L 1-111-1.1111 . - "
I
� L . I L---------�...
L
:� 2t L _.. :
I
.
L L - � 1, :
L
L
I if.I L
Z L -.-..
L - : _. � ilJ
L LLLL
I Z L I .-. : I
L i :
" . __
L L_..
L I � :
2 .j z � -. __'...- - . LL 0 WO 1 1
L *?�� �L
L _.
. ,_,
L ._ . . I
. L mmwm 0 _. -.1-1........�'� �...... ...... ,L L I L
'�� I .-. L� � i : ��L i
L' .. I 1 L IN I
I - I L i
, I L : I
; L i I LLL-
. i . : :
I :
.. maj - L L I: i I :
, :
lim .- - - :
,-- ?__ 'L :
� - :
- :
L
r!
-I 11 . 5 il
-- ml ll I :�� L I , �
-. 1_1 :
I
- Ll K?_ - I
LL I - -1- -1
I p 10 .l...?l I
i I 11 .. :
,
I 3C, L- .. i I 11 I ____.1, ... I 95%sg :
-1, I -
.. . - ,,l :
- ... ....- -�=- � :
, I .
ME i ilml I
fl-
LL I __� .--...L. .
L ...
..._...�
I U L �.. L-
L .
L L �.... LLLL- L
L L
I � L __ - ___ __ � 2 - a, -
: i ---- -
I..
L L
L I _ I = mwi� � VIL
L L L L L L L L L''
I I I _. 0_�_
I I z - I i .. NUM.NEN"AM -
I i - -
: L . 'L L L L L L L- - L L L L L L- :
L � :
� -- I :
i � � - i :
`______`___,
---I
. - I
-_ :
I L '-fl�`.1 :
i L imill.'
I-- -I
I I -g 11-
I L �...a_".,ll-i.il,--"ll--�,,m- I..... I
L
L I
� I I 0 - L L L L L L L L L L L L L L L L L L'L'L L L L L L LLLLLLLLLLL - ILLLL LL L- LLLLL-LLLLLLLLLL'LLLLL'
� 1 Q�9 =k� L,L"LL (L !
: � . L 3�__,��.�;
� �I ,I -
; L' -
: I ill i L I, : -------------------�-- I I'L L t 11
: :
� 2-�I :
L L L L L L L L L L L L L L : I
; I
1 1
i I I_____--- I %a L W
: .I L....... -� ��,S'n, 1,111 Ill"11-11 ..... --------__ ��x:� 13
: L- 0: mmm ��_ -
� : y L-
�
: - ��
: ` I
: 1.
: : -I= :� L'RL I L I 1�
: : _--------- -__ ____ I- - j,,0-jj000*-0L-g---
I : - I .- I— �_ _0 �'14=� 1
: �%I- ._ - I , , I
I—
-
L
,
I
L � � I
� L
� I I I L
L
, L
I I.. I - W" 2 LL I I L- N",, 11
I 21 I ,L. 111t r"1111� p
,'r_`
IV :2, i -L L--L L L L L L L L L L L'L L L L L'L L L L L-LLL" I L L I L - L I L . L;L � -- L- L I L, I
I I j I I I - _. - - I I -_- -- 1.) - - - I L--1-- ' L'L_ z
z : : I L i : I I
I LLL I I I :
�
L
I
.1 3, . I : �i : � : I L 1-1 :
; % w, * ; :
� F I. �
I
I I : : I
� :, P/ : I , I I
I -
: : � . � , Z
i : I %
I �l 11 1, :
, - I
� 4 . L L L L L L L L LLMI: :1 W. � m w mi I I � ,..
: ::: � I 'L L I
� A'.LL I L- L ....� [=at L' - M 11 L. :
--i - _ ,-- . � a , a LL I I , -
: 0 'LLL LL2 IlI11212M 0 W a' 'M I L
I : ,It - I 11 mwwm� L__ I -- -----L I L L Name, L V,
! x - L I I
�L I L
� I L-LL' Z4 -- L ____-._ L I I I iff I I f - 4 LLL I I I _ V
I I I - ----'---'-"-'-L-------- _ -'----L-----'L--'--11-1 I
: F L I �I 1,I A I I I L L I � ,% I L L L .I L I L L I I I I .I
ZL'
m L L . L I I L I L
I I I L L
. I
: I L I
: I I 1�� I L I
: L 11 I I
: L L L I L L
� 9 I-- I LLL I I--L I L �� L.LL L I.L � L- --L L I L .I - L L L L L
L - 'L ''-
�
I I
I � : I 11%� I
: i 11
: 2 ��
I
x L
I
L
�
L
_1� 2 w I. �
I
I
1 4- 'L I I
� -
I .
I
I I I I
: P.11
::
: z T-2 I
: IV
:
:
i l
L 11
I
I
L I
: . % I :
: % L 1:5 7
:
: %
� : �
: . I
:
� : %
: L -
: : Z I
� :
: I
� : x -
: .,
: : :
� :
:
� : : % I
f : - I
: I
� : % I
: i L
: !
I : 4
� : M i - .
: L
: : I �
: I
I : : I ,L'
: � 4
: : L'
: I :
: : i OF,
"
: :
i : LLLLLL--- -- - - L- - - - L I 'L LL LL L L
� i Vj /T-1\ L--
� : I -- - - i
: : - I 11
: : %10 � ----L-'-------�--
: � :
: 0
: L I I
: Z I
: L
: 24 1 1 : I
I � I : - - -
: : L
f "I . : f: 1 L �
: :: � L L
: L i : : : L L z
: 4 :IN : I L
: f : �
; L
: L. 3 : Lit EARROOT BARRE NOTE:
: : 'I :
I : :
: :
: I
: :
: I : 2 :
� : : [L
: : : : L L
: : % : 11, � : 2 L
I : I L : I L : z I I
L : I : l: L I
f : I Z:L I : C :: I
: I i � � L : U: : __ , I
L i A RD
. � ; - I : I
: : Zo � ALL TREES PLANTED WITH'N FOF NY HIA:, � S ARE WILL REQ !I:RE LINEAR i
: :
: . - L : __ - :
f :
: :
: I--- ;%_. PI� A N 2B: 4 :
I :
: : : :
: x (! : :: , i :
: : ; I I
: � ; I : ,:L; : I
L I
: : : : L , ALKS,AND WALLS. SEE �
:
: : : : : ROOT BARRIERS TO BE PLACED ALONlG CURBS,W
: % : I � : P� - i
: : : ; � 5
: : I : : � L :
: : I L - L : - - - L- LLL_ L' � ,,,
: : % M 0,Dl F!E D),, i" L : L C,L M'L
: I : 11
: . I : �
I �
L I : � : I
: I I T :
i : I"
: "L �
� , I i I 1, L J DETAlLF SHEET L
I : : 010 I I LAN 3: -3.�2�FOR LINIEAR ROOT BARR E:
: :1 jJL I I I I B I R PLA E E
,
! V I I I :
: L - :
i I :
� or :
� . 11' L � I I 6 ....LLL ILL L'LLL'LLL-LLLLLLLLLLLLLLLLL-�'LL-'LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL :
'
I -----L'LLLLLLLLLLLLLLLLL L L L L L L L L LL ____-- -_ -- -
I
; '.19 % I . " I 11 1-11111m Lilli---Ilmlimmloml I
� I L
I i
L' I i
I __ z � / I L m
L
; : Zo . I I ,I
:
: : : \ LLr
: I �
: 2 L I I
L
: L .1 L_ L L L L'L L L'L-LLLL L L-LL----'-''L L I L I LL I L' I - -
i . I . - LLL LL I LL I L - - �L...L L'L L L L L L L L L L L L L L L L L L L L L L L L L L L L LLL---
� L I
� L xv L I z :
I I ! Ll 11 - ...L L I - :
: I L-r_ : �
: L I I : I � L
: I \ L L -
: : . : : L 2__-4_
: : I ; L :
I , L L ::_�_
: . : L : : L
: 4 I . : L 1 S!
i � �
i I :
r i r : : ;
pl, . : : I : I : r :
LL LLLL'L L L L L L L L L- i : L : �
I i - � I : ; C 44 PC �,
L : � I
--'L L'L L L L L- L V : L_L- : PLAINT SPACING NOTE, : L ,
I . : : �
L fr 11 � /-----------\ L : ; I : � %'L
L L L : i -
L L L LL i
L � � I I L- I : :
L- : : I
I LL I - : i L
L L LL L I : � 1 1 S %L
: L
L � : � : L :
� $ /T-2\ I ; r I : : LOW ,S: L 0 ff I rum,w 4
: : z I L
: : ,
L . : _ES"S: :RUB M;
L
L � - , N:ON PLAN INDI,CAT: H A ES.
L ,
L :
I I L I : : : SHRUB LAYOUT AS SH � I
L : : : :
L : i I
L �I �& I r ; : I : "
L i : ,
L I I : I
L I L' \ A I ie�l, : z : I , I
: : � .
: : I �
w : � � F 0
1 : � : G*
L i I : R 0 �
L I N
L ,
L 4�5t \ \,i 5�6/ klj : QUANTITI: S ARE AS SHOWN ON 'PLAN ON-CENTE: SPACING AS SHL W , :
L
L : :
L : � �
I,
: I
:
L :
: : r
: E f :
:
- - : 't
I : : :
L : �
L% r : : L *.
L � : - -!�k
L V;I�t . - '*\---,. I >_ low '
L� 0 0.-,� L L ; I � : : X-3.
L . I : D iN R , E ,N P : 1, I
L I ON L: GEN . C0 T ACTOR TO VERII : --IF
L � z I : F�QUANTITIES BAS11 D 0 SL ACING :
L Uj : : � r"
L : : 11
L 1 - : "LL 'LL 0 L '.
I I= : IOL : r ,�
L : : -) �',.
11 i 1, : c " I`
L L I � : (p
I i � L L :
L �" I I - I I . J' : -D AD� �T�� NAL PLANT MATERIAL AT NO AD I T NAL COST T THE : ..
I AND AD D 0 D f � i
1 I 0 i ___._____ : : I : _r_
: L L L L L L L L L L L L L- : :
: I
I I I : : : - I - - - U LLLL 0 'LLL I _j: 1, I :
f � : I :
I : x :
: I : L
: : I
: L : f
: : : i T 1 EX �r -
: : , OWNER,AS REQUIRED TO MAINTAIN DESIGN INTENT E i �
: I D IST N!G , T'll r_�'T ________M I
: i -'-L' : :
: I I : : I
: I : : r I �j
: : : I- - L I -- w&_fflw_&
: I
: 11 :
: : : ,r
�...
: : �."
I : : I I
: :
: � i : 0 : SITE CONDITIONS NOT ANTIC DURING DES,GN, LAYOUT/SPACING
: : : L'Ll 7-3i7N,
: : : -
: 11 - : : �
: :
� - I : : �L - �
- : : F1119. P"
L I : :
: : :
L : � I
: : I
: -
i . I L : WILL EITHERBE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR
I : cc :
:� L- I I � : :
'L I
L L L L L L
L L K L i L - --Date I �
� � - I - _ :1 : A2,1;oe
: L
: I I 'N�L %.�.Frjw I T OF WO: K EGEND.LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD r
: I
- 1-pp"W"_ _____`, LLL I : 4�
_ :
- L L .1 Lj,���, - : L'LL 'A L
'L I :
,L I __ I 5, I L Sr � LL 56%OL' - : ' I
rjLk : IL - I 0 "m pm ?'�� L_ r
" : W: f Vr PRIOR TO,INSTALLATION1. -�
: � " I
IF : :
7 :1, %V
I I : ,j :!
: :
I 1 4 :L MIT OF ORK I I I - I m I L _ --- - : L L L L''L I I L L - '-'-%% iF -_
I L, I. �t __ - I LL--- i 11111 I I 1111 I -1 I
L � .f i ��V e-I L __-,- 1- 9 I
Se-*LL r -LL LL M
%605�0%%%W-!V L , L" I L L L L'L L L L L L L L L LLLL' LLLLLLLLLLLLLL'LLLL L LLL---,-- 'L L L L L L L L L L L L L L L L L L L L L L L L L L' -LLLLL-
Ae Z ��P;e W;MLL" W %L 'L - - I-
: -WA L 9%�� 4'L#Zr i �
VIA ,Z�&Q�L'giiLA�j%'V' ,
��'L ,%,L%eL' L'r��L'j, L f, ,jw.. ,�jp AVp('4 �� iff�-� :
I W'�`%' _, 5p i� ,'4 LL4Vo���4V
, ,.Z � � :
05W'L' , , .Kj 'i -_ EmmL.m -11 :
, . 'or ,�p 199%, V alffiffma- � :
� - M, 6 if 050,94 ;i I ; I i
L
:
: -LLLLLLL--
L / ,� I I 11 i < - -LLLLLLLLLLL' - - - - - I
- , :
� I %' T rj , :
I I I L I I r � -I-
L I ___ ______ __ rR F ;
I
L LLLLL'LLLLLLLLL-- - L L L L L L L L''L L L L L L L L L L L L L L- ___ __ L 'L L L L L L L L L L L L L L L L LLL 'L & M L L - L'LL L L L L L L'- L LL L I- - - �L'LLLLLLLLLLLLL'LLLLLLLLLLLLL LLLLLLL-'-'----LLL LLLL----'LLL .r I
I i ,0_ L L :
: _ � I : LLLL L'L LL'LLLLL LL L - -- L I I L L L L L L L L L L L L L L L L L L L L L L-- 'L L L'L'L L L L L L L
: I I
m��E �*��-4MlM- mm r I : 'LL r omwnmmmmmwmm I � I i
: : I 11
i iw I
� :
� LLLL-'L L L L L L L- : �
I I I i- - : � I `UL^H NOTE- :
- L - I Fff 11
r
I �
:
� R I z L-
I � i� F ;
I L I � I � : L
__ �-,, .............______ 'a&-_._ - L
-
I I I 0 M��~Wll �_ :"r, - � INSTALL A 3'LAYER OF GH PPED MULCH IN:ALL SH RUB AREAS (1 1/2 11 IN : �
I I r L I I 'P.- : i :
r : : : :
r : e : ::
I : : L �
; I �� : : ; I I L L L L L L L L L L L'L L L---- -�
I I L r : mi : 11 L LL--LL---L'LLLLLLLLLLLLLLLLLLLLLLLLL LL'L I I L L L L I LL I I I L I L L L L L L'LL L"LL L L L L-L L L L'L L L I L L L LLL LL L LLL'L I-L I I L L'L I I L I LL �I_- I-, L
I I : : L
I L , L : : .
: :
I
I I I I 11 L'Ll ' ' 'L : - I - I - L LL L L LL L_ - A- I I - : ALL GROU'NDCOVER AR,EkS,),:mULCH SHALL BE'WALK ON CHI PS'AS :
I p.........�.............................. J I -_ i
L _____-___-____l _�, ..............----------- - � I- LLL' LLLLLLLLLLLLLLLLLL'LLL'LLLLLL-LL-LLLLLLLL--LL-LL'LLL----LLL--'-- 'if L' I 1 L - : �
L r _- LL_d-_%_, L I
� I I lP_l., .......I—,........................................... - ",-'-- L : i
I II - : :
- I :
i :
:
. I I �
i I �(,G I : I I I I 0 X
I : : MADE BY EARTHWORKS,RIVERSIDE CA CONTACT LEFOPHORORO
:wl : I
I I : i : I I I I �
I r :
I- r I i i L-
: � L : :
: I � I : ::
�% - L : : I : I : :i
I - : I-- :- - 1, I L....LLLLL-LLLLLLLLL-LLL L
: i i : : L I i 6 L - I
: I I � r 0 ; :
: : I I : � I I ('951)782-02 0.SUBMIT SAMPLE OF ANY ALTERNlATIVE MATERIALPRIOR
L I : I : I I --- L-LL-L--�LL'----LLLL-----LLLLL-L-LL'LLLL-LLLLLLLLLLLLLLLLLL'LLLLLL-�LL-LLLLLL mmm� L I
L f I I .
j L : i i LL - - LL'LL - S L i
_� - �r iL : 'LL L L LLO-L ' 1: MEMPIRMIM. LL : - : :
I L L a LL L-L-L, A- L LM' -A9mmmwwWm'l_LLLLLLLLLLLL I mA&ALLLL-L-LALL W L%�' L - � : � L L- L : :
\ m 'a a- 'I I'L. L ,_____ 0 , *8m' m - i
__ m ___ .---- =222mm . N --I--- 'L LLL- -L L W L - ,mmAl -m-L lograAwafiRmam m w L LL L...LLLL J 1� mmomm-m- I : i : ; � I
� 11 I r, �
I �
I
I-LLLLLLLLL LLLL LL-LL-1'' LLLLLLLLLLLLLLLLLLLL -L L - 1,- I : TO PURCHASE AND/OR PLACEMENT FOR OWNER'S REPRE, ENTATIVE'S
- - - - I, FLL-....LLLLL V- , '' I � " I :
% I 1-1 I- L-LLL LL L LLLLLL- -1 A I I-L'LLLL ' L ' I :
I I , L I 11.-- ----- -1-----L'- - I -_�-_-_ I V - 'If . L ;L - : L'LL
I
L , I I I r :
I I I I I < I I
, I I
'L L-
L I I I �
L I I L ; � :
% x 'Af LL L � � APPROVAL.
I L I . I ; : : ::
I I I I i : :
I I � I I : � I ::
L I i I L: :
L L . i : I t I
I L I .1141�� - I L I : i I 'LLL L L L L - �L LL 1, e - -
N, I - L L -L I � �2 :- -- LLLLLLLLL'L'LLL'LL'L LL L L ' - - I 'L LL L L-L LLLLLLLLLLLLLLLL L-LLLL-- L
I I I . L :
I L I . L I . : -- m I :i i
I L : I- ____._ ----L I�
I L - . I :
LLL LL - . I I :
I.. - . L - : :� CITY
L L I LLL : L L-L--
I : :
L : :
I :
: �
L : L � :
: :
I � DESCRIPTION OF REVISIL : -
I :
ON ; DATE ::
L � � : APPROVED, .
� I :
m :: L �:
L
� L:
: - - -L-L-L L L L L'L L L L'-L L L L L L L L L L L L L L L L L L L L'�L L L L L L L L L L L L L L L L'L L L L L L L __ -- - L-I-L L L L'L L L L L L L L'LLL'L - -I - - L �L LLLL LLL L L L L L L L L L L L L'L L L L L L L L L L L L L L-L L-L _1�_ L LLL L L L L'L L L L I
% I :.11 I I-- -_--
I -
i
:
L I
ft. """,������ . m m m 'L L L L L L L ILL I I - � - - - - - - - - I - � :L LL L L �i I L . �
�_ - - - - 11 I �
I L : � : i L
�'� : I I I I I I I : I :
. - I I LLLLL L L L L L L L L L L L-L L L L'L L-L L L L L I I I : : I �: ii L I I I I
��"'"""` --1--__ M" � L'L L L L L'L L L' - I � ;, i I : i I i I I �I : :� : �
'L I L- iiim - - L L I L 11 ILLL L-ILL"'LL-L-11' - - I 11 11 I I�I - - - - - -- I : : : I 11 : :
- LLLL--LLLLL---- L L � L L L L L L L LLLL-LLLLLLL-LLLLLL-LLLLL'L LL �ft - : : : � : f I
: i : I � : : :
, : : : I � I : -
I " : : I ; : L I L i I :
: � : I : I � : I ; 1, �
: . : : : I li I ; � L- : I :
: : i I I I� I : :, L
I : : : � :: L I � L i � I I : ,
: : � : I : I L � : I : , L :
: i : : I :
. : : : L I ; i � I : : � L I
I : : i �� I I : I
: : : : " I: � : I
� : : i ::: : I � I I� � ,
: : : : I I I ; - :
:
: L
: i i :
I : �
: : I
:
� : ::
: ::
: :
: LLLL L LLL L L'L LL L - - I L I - L - L'L'L L L L'L L L L L L L L L L L L L L L L L L L'L L-- L
..
- -- ----
:
: :
I : : - .-___-__-
:
:
:
:
:
:
:
:
:
:
: L L L L L L L L L'L I L I 99L
:
I i I
L
,
I I
I
z
I
I
I
L
I EAST AVE TRACL 68
�
�
: :
: :
: i 1 :
: I I : i : I
� : 1 , L �
� : I : I �
: �l . :
: : z i L ) �.
: : i: EL-
:
: : : 1 L I :
: i L :
: I : : : T L
: : : �
: LANDSCAPE MAI: ANGE DISTRILC
: :
:
: �
:
� :
: I
:
:
�
:
: I - I
� I I : I
i �, : L :
: , : I
L : : I
: : ZL I LLL. : : I
I � � :
: I : :
: : I
i : U : ;R: ;
i S0 THIEAST CORNE OF EAST AVENUE & FISHER D: IIVE I
� : I
- : I
L : I
� :
i : :
: I
: :
: I
: : I
: �: �
� :� I I
: L L L L L L L L L L L L L L L L L L L L'L L L'L L L L L L L L L'LL L LL LLL'L"LL L L L L L L'LL'L LL I -- -------- I I LL LLLLLL'LLLLLLLL�j
__ __ -____ I
: . - - - mm I
: I I�
: : ;
- I
� � P:: LL - i
: : I : 1 : �
I i i : �
: z : � :
: � : :
: : : i
: � : z : :
: � � : : :
: : : : : � :
: : : : : : : :
: L : : : :
L :
C I : :
: I : :L : GiPLAN i
: � L
:
:
� : TA
: '-- I : ANTIN :
: � : I I : :
: I : I
: : I � : . : I I
: i : i I L I
L
I � L
L
I L LL - - -__-__ I ----LLLL -LL'L'LLL-LLLLLLLLLL LLLL L LLLLL L L L L L L L L L L L'L LLL L L L'L L'- I I L - I I L L LL -I I - ---L�
;
L
! I : : ery - :
: L � :
: : U I
: : :
: i : I �
: :n, :; :11, S -- - i ce A : I
: U: :d e rgro: n lert r
: - �
: :
: I : i
I
: :
: L : : �
: i :-
:: I i JOIIL IV f
- 'L L L L L L L L L L L L L-L-L-L-L-L L . L LLLL L L L L L L L L L L L L L L L L L L L L L L L L L L L L L'L L L L L L'L L L L L L L L L L L L L L L L L L L'L L L L L L I I L I I - 'L L I is ; L%,I,'IL
: ; - - ___
: REW-1- -_ ;
I I I I l ._______ : : :
I :
: i , APPROVED BY a D TE,Gol 1, :
: - 1 :I i L :
'L L mim
I L � Em......iiiiiiiiiiii! :
:
: -L -- I . ��' :
: L L L i � - :
: �
I i LL I �
: L L , : : `'L LL- LLL :
: L 1: I : : ; :
L I :
I � � : : :
I : �: L :
I : : L
: L L : � I : :: i :
I __ I : �: : :
: L I LLL LL L L L L L L L L' L ---L' : : : I � :
I: : j : I
:
I . L : : : :I I: : : I CITY ENGINEER 4::�:: ::
: I I - : : L i: : . :
� 11 � 1 �! : : I :: : : C :
. I ��-� PHOTO SUBMITTAL NOTE i :: : I I __ I 0 - ,_ - R: E No. toll'S I q
: i :: : : :
: :: : : ::
L i L :� :I : : 'LL - I I 1:
: :L : LLL LLL---LLLLLL LLLLLLLLL- - i
: I : RE PL � : L . � I I'll I I-I 11 IL I I
L : 1,
, � I
L : - I - 'L i -- i IL :
� I : : - - - :
:
, :
Lff I ALL: !LANIT MATERtAL,tNCLUDING TREES,SHRUBS AND VINES,SHALL BE INSPECTED AND APPROV,ED BY : c 1 L- I)ED :
a I -
caii" TIOL'LL F : E 'LL '- -- L- L- I : L �SS R E:F 1 REN�CES L,LLLLLLLLL-LLL-�LLL,LLLLLLLLLL-._LL__LL_LLLL_�-",L-LLLLLL-.___...L--'�L'LLLLLLL'LLLLL'LLLLLL'LLLLL'L L L' 'L--L L '' L
� I I � : S,y� B O�:1 LEGEND PLAN : 'R Oi
: - : 1 DES11GN REC
:
: I L - :
- -L L L L L L : I I iftll[,G� i
L : ;
:
:: I I I
:: �
� I - I ,LLLL - L L- - - - __ - I- LLL I : ; ARC ��T N' G R 1U::
:
:
I c __FE:� I VI PHOTO SUBMJTTALS PRIOR TO DELIVERY TO,SITE. :PHOTO SUBMITTALS SHALL :: 0 p I!,
I LANDS� APE ARCH] C 5 - A E :
- I 0 : L . I I :
� -Y'SIUL Yr L L -LL -L : 'LLL-L- - C- -LLLLL- C Ili r
- :� � :
: S!LLLLL -- L- : . i - L �
I :
: ; � I :
: - ,� ��TEL TURE ill :
I L L ` � TREES :
� �L : � L
� ! : : : �
I ,L z in, i :
L i ,� :I im � � : : � I :
,
I I I iD I_1 11 L E I -E LA:NDSCAPIE AH R :
L PPLIER AN :DATE OF PHOTOS. AN MATE AL D��ELIVER� D TO :T'- WITHOUT : .I L - --
I L L INCLUDE NURSER � : I
: :
� : L GPD
z 'L 'LLL : � i �
LL-L S-LLL L'L ; : :
: : :
: 'LLLLLLLLLL-LLL--- ,
i � :: : : , - :
: : : i : N ::
: : -
: :: : L I :
: :: - I - It
m 4=1N 1 T :: F R L L' I'L L L L L L L'L L L L L L L L L'L L L
! , 11,I � R - -TOLANDSCARE ARCH I ECT A : 0: 'NOTES AND LEGENDS SEE T I � ff_� :: 1�. I PLA4 ING L - :
I I I L ! APP O', L IS SU�BJECT TO REJECTION. PROTO SUBMITTALS SHALL B :: : � I I HIS SHEET 11 i I STLE:- _. __
: L
: :: I
-S LLLLL L :: L L � � �
- : ,
i I I1v LL O� : - - L - 1. : 1 0�22 -A T H"ALUBVIARK STREET
It I: :: : : -
: DRAWN �f L� -f
: :
I JI'L I L : I U :
: ::� : : L
i : �, " -N TERIAL. SLUIBMITTALS SHOULD INCLUDE SOME TYPE OF :: : : i : L i
�,L
L e� 1, 11 OIJ�LR I
.
I I , CALL-0: T : : � L I
: 'L 11 =8:0�0 : M IKLJM�L 0 1 O' 20' 40 80'
:
: UM OF 418 R PRIOR TO SH�Iiiii, I F MA : SHEET
: :: I- : : : � � L �
: :: : ; � : : I i
: ,- 'LL L I :: : ; E L ILLL'L'LLLL'LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL'LLL'LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL RAN:2CHO CUCAMONGA CA 911730 1 :
R' : :: FOR DETAILS, SEE SH: ET L-3.2 I I LL L i !
: : S Sj :� I I I-
I . : � : :: � I r, q ;
: :: L I I
: :: L I ll��l � �
I .
- : i i SYME10Li, L I L 1 I i
I
L'L L L L L L z
: : : FAX: (9,09)484-28-02
: ::
- :
I L FE: i IN:CE IN P �-TO(I.E. PERSON MEAS,UIRING!TAPE ETC.). TREE HALL: LE NOTED WITH HEIGHT :f � 11 � :
: SCALE RE: RE:: HO B SLLLL LLL [ !
: L- L- I - ) I : : 1L, : : I 1 (90:9):484-2800 :
:K , L : I I
: -- LLLLL LLL- LL LL - - I : L I
: : : I L I I.V�, rIL i �
:
:
L : I L: I : � LL :
: i: I �
: :
: � L------ : U IN I 16%V11 1 Lp E- - -
: N
: ��
: �
: N :: --------..- - : - I L-L-11 :
: : � Z: : : : L
: : z I i, : � RCS,/CDG 7
: : ; : : I : 0 F F : - .
: I : Fj RSO, -DAVID ROWE :
: : C i TI IE �
: t . LANDS� AR ARG ITECT SHALL BE: :: t Cl F I CAT IO'N S SEE SHEET L-4.2 OF 1 0: �
L :
'LL 422:=4:133 : L 10'LLLL
I � : (FROM FINISH GRADE IN!CONTAINER)AND CAN10PY HEAD SLJZ�E E H D : 51 i : -
: :: : : ::
L � � :
I : I � I I L : �-L L L L L L L L L L L L L L L L L L L L L __--- I I 'L'L LL I I LL"LL' I:
f 1L :- - - I - - L - L- :: LLL :
p , : : L -_ L L L L �L I I -___ _ I I I - I mmummommmuffimmmomim :
L I L � : :-LL'LLLLLLLLLLLLLL'LLLLLLLLL�L--LLLLLL---'LL - _____..._;::;;:� ---.-...---- - -� I ;
:
� L
: i : i : i I �
i : : ic :
: : : :
� i : : : :
: - : H:� : I RLA NO.
: L i : : I : Sl I:E ET L-1 .1 2834 :
: 'L i I : L L - : �N : CHE: KED
: L
i : �LL"L : I I
: : !C : L L p
: S -- - - L - - I F _ O N:'D: N 1 1 ONSTRU i E
: : I I i R i i
: : S IZ U N I TY
i i
: : - 'LLLL L - L'LLLLLLLL-LLLLLLL-LLLL'LL�LL'�'LLLLLL'LLLL L
: : L L L :
:C: ,
f : � � �
� : i i �u : ; :: : � E
: L I S:
: : ' Er T 1:ON LA S E :
: I: OF$ REDL LED NURSERY DELIVERY TIMES A MIN:IMUM OF 24:HOURS PRIOR TO SHIPMENT. REFIE: TO ,��,Q A T OR CORR ,G C DRAWING NO.
: QL : Em! sm
: - L : i
WO'L : : (gal./box) ____l
L : f : � "
: :
: : I ' : PLANT! ,E FICATIONS,FOR ADDITIONAL REQUIREMENT RE U ARD1141GI UALITY OF NURSERY STOCK. � : S:: L : L
L : 4 1
IL ; IN G S,P C I i - -- - LL - L - L L L L L L- -
i � I � L -
:1 L � L
: 11 I : i : �
L: :I I : : : i z I
: �� : : : I i
: IL
L :� L ___ L L L L L'L L L L L L L L'L L L L L L L L L L L L L�� - -----L--LL-LL'L'LLLLLLLLLLLLL-LLLLLLL'LLLLLLL LLL'LLLLL'L LLLL'LL L L L'L L L L - I ______ L I I I 2: - �'_,L'E !P 01 N:D, N L I G - LLLL 0 L 10/51/16 1558
1
i I -- R R - 1" - 2 ,v JRC DATE � ��� JOB NO
:R:l K I z;N�G , BEFORE YOU DIG i
� TWO! DAYS, I:
L
i FOR CO : : :G P ANT N! PLAN SEE SHEET L-2.1
: : 1, - SCALE 2.4-3 I-L -
,
�
I ;
: I
I _. - I - L- L LLLLLLLLLLL-LLLLL-LL'LLLLL I
I
- ' : I L-3,1 of 10
I PROJECT Sheet No.
I
1
7
�
i
i
�
�
:
:
i
�
:
�
� - �-LLL'LL LL-L-
I
N I N P N I LEGE
I )
//
�
m
I I
I
I
I
�
I
L I L L L
I
I
- I
I
I - I I I I
monal MINE _1 IN IN IRWIN I I I I I NOUN isoo Hong= MINIMUM— 0 1—im-00 8
i R 1.0 0-N 1 WIN .—I OWN No W
NOTES:
REMOVE N;URSERY S TAKES AND
FILL CAVITY WITHIN R10OTBALL.
ES TO BEPLUM�B AND
2- STAK
PARALLEL.
STAKE TREE PERPENDICULAR
T01 PREVAILINGWIND.
HARDSCAP[NG(ClONCkETE HEADER,
CLjRB St GUTTER,Sj[DEWALK,ETC.)
-CTED WOOD CHIP
E 4"OF COMPA
MULCH.
01 OF -G
ONE HA F SPACIN
S LIMIT OF PLANTER AREA REQUIREMENT FINISH SOIL GRADE
12
TOP-TIE TO BE PLACED AS -OMPACTED 3"BERM TO FORM wop------
TIGHTLY C
LOW AS,POSSIBLE ON''THE DEPRESSED WATERING BASIN.
TRUNK T10 ALLOW'FOR WIND TOP OF STAKES 1BEL10AI IL
FLEXING OF THE TREE.BUT
SO LOW AS To LOSE
HEAD OF TREE WHERE TiOP OF ROOTBALL TO 4"WOOD CHIP MULCH,.
11
SPECIES GROWTH HABIT PERMITS. EXTEND:2 ABOVE
SUPPORT OR ALLOW NO WOOD CHT VULCH SHOULD BE
THE HEAD TO DROP. MAIN TRUNK FINISH GRAI)E7 PLACE�D OR ALLOWED TO REMAIN
OVER THE ROO,TBALL,
24 SETS OF CINCH TI�S SPACED 24'
FINISH GRODEE
INVEX SIDE AGAINST TREE
TRUW.ATTACH WITH GALVANIZED
SCREWS TO TLODGE POLES.
01
21'DIA.LODGE POLE PINIE STAKES
VVI I III WOOD PRESE TIVE STAIN,
DRIVE A MINIMUM OF 6"INTO 21V SHOVEL CUT EDGE COMPACTED
UNDISTURBED SOIL AND POSITION DISTANCE EGUAL TO THE DIrSTANCE EQUAL TO THE A E
STAKES OUTSIDE ROOT BALL,
ON CENTER SPACING ON CENTER SPAC[NG
ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB
TOP OF ROOTBALL TO EXTEND 2"
"STAN�
TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. DI'STAN� E EQUAL TO THE ON CENTER
TO FORM WATERING BASIN FOR JT PIT TO BE(,2�, TIMES THE SPACING OF SPECIFIED SHRUB,
RESIDENTIAL AND GROUND COVER PL.ANT PIT TO BE(2)TIMES THE WIDTH OF THER08T BALL.
UNLESS SPECIAL CASE AS DESCRIBED
INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE ROOT BALL.NO
J IN NOTE 4.BELOW,
OF PLANT PIT,BERMS IN TURF W0001 CHIP MULCH SHOULD BE
OL
AREAS T BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN NOTES:
TO CITY ACCEPTANCE, OVER THE ROOT BALL. CEMENT OF THE MULCH,THE CONTRACTOR SHALL
1,PRIOR TO PURCHASEIPLA
NOTE: MPLE TO THE INSPECTOR FOR APPROVAL.
1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT A SA
NATIVE BACKFILL WITH NO
W -PACIN�G(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS ANb BLEND
ROCKS GREATER THAN 3 S INTO EDGES AT GROUND COVER AREAS.
PLANS:SEE LEGEND FOR SPACING REQUIREMENTS,
DIAMETER,
3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION,
GUARD IN TURF U:NDISTURBED NATIVE SOIL. 2, WHERE PLANTED ADJACENT TO W ALLS,W,ALK S,CURBS OR 0
SIM11-ARLIMITATIONS,ALL SHRUBS AND GROUND COVER -4.NCO MULGH SHALL BE PLACED OVER THE ROOTBALL OF A WOODYPLANT R
AKtAs AND FRONT YARDS, ALLOWED TO REMAIN THERE.
SHALL BE PLANTED AT ONE-H-ALF THE DESIGNATED SPACING
BA�� FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQU1REMENTS.
NOTES: 5.4 MULCH CHIP'S SHALL BE SU8110147 ED FOR APPROVAL PRIOR TO:[NSTALLATION
NAT11VE BACKFILL WITH
7REATER
INUKOCKSG 1.UNTANGLE MATTED ROOTS BY LOOSEN1NG ALL R001TS AT EDGE 3. SPACING REQU�IREMENTS SHALL GOVE IN TH E FINAL QUAN TITI ES
.......... THAN 3"IDIA, OF ROOT BALL.DO NOT CRACK ROOT BALL.
OF PLANT MATERIALS,PLANT QUANTITIES INDICATED ON THE
LEGEND ARE ESTIMATES ONLY.
Ittlik= NATIVE SOIL UNDISTURBED 4� WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS
6
SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO A�
SIDEWALK,AFTER APPROVAL OF CITY[NSPECTOR.
I N
_Y OFF RANCHO GUCAMOiNGA, CA�LIFORNIA (3101m)( OF RANCLHIO CUCAM0141GA, CALIFORNIA CITY OF RANCHO CUCAMONGA,, CALIFORNIA
Cff
..............
2 16 CITY CHF-L-RANCH0 CUCAMONGA, CAUFORNIA
t._I APPROVED BY: awmwawxww�
APPROVED BY: SSTANDARD PLAN STANDARD PLAN APPROVED BY: APPROVED BY: STANDARD PLAN
DO ILJ B L EE STAKED TREE CONTAIINER PLLANTING SvIRUB AND GROUND COVER STANDARD PLAN MULCH INSTALLATION
5 GAL - 24"1 BOX 51012 506 5019
>i SPACING
CITY ENGINEER DATE USE WITH STANDARD SPECIRCATIONS FOR PURLtC WORKS CON ,1 CIT E-N-ME DAT E USE W1711 STANDARD SPECfF�CATIONS FOR PUBLIC WORKS CONSTRUCTION 5:08 DATE USE WiTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STRUCTION UL� SHEET I OF > CITY ENGINEER DATE
SHEET I OF 1 X 24953 ------ USE WITH STA4DARD SPEC[FI CATIO NS FCrTR PUBL IC WORKS CO NSTRUCTION SHEET I OF I Rall SHEET I OF I
R.CE. 24953
M w ow.0 Now 0 WN 0 0
IL IN loll NINON 11 ---------------1 N RUN 111 1111 mill imilommoommommom
SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALEE
R_
STORM DRAIN1 CATCH BASIN
UNDERGROU'ND ram
UTILITIES
5?
slow w1gog.
anow mum somm mom
IN
1:1212
e S10EWALt(
LIU 1 11731 ITY i
-------------------.......--------------------
POLE
PA
(0: .......
METER
1 1"41 LL Mik M IN
I., ..1 '00/ 1 i -
iLo CURB AND GUTTER
cwz
MINI
WEEKLY ITEMS:
4
1. RIEMOVE LEAF LJTIMEFR AND DEBRIS FROM BEQS.
SIDEWALK WE
LEGMD:
aFH DR
APPR CH
OA'
NIONTRILY ITEM: IVE
------------------ .......
18"DEEP LINIEAR-STYLE ROOT BARRIER A, MADE
�BY CENTU�RY ROOT BARR1ER,MODEL#GP18-2(OR PLAN 1. PRUNE GROW H OF SHRUBS&GROU�ND COVERS AS NECESSARY TO KEEP NEAT AND COMPACT EL[WINATE IRRIGA, 111ON APPLiCATIONL V
INTERFERENCE. EDGE GROUNDCOVER PLANTS TO!KEEP WiTHIN :1LANT ZONES. SEE AN�NUAL[TEW FOR GRASS-LIKEPLANTS.
APIPROVED EQUAL.)PLACE BARRIER IN TRENCH w-I CURB AP40
THE VERTICAL RIBS FACING TOWAARD TREE AND 3 Milk MIN� GUTTER MIN.
UNDERGROUND
C 2. REPLACE,ANY S:11RUB OR GROUND COVER THAT HAS DIED OR FAlLS,TO THRIVEw/[IDENTICAL PLANT MATERIALS OR THOSE WJTH�
FASHION. USE�H�ARDS APE
ALI[GN:IN A STRA, STRUCTURE eg.
EDGE AS A GUIDE AND BACKFILL AGAINST THE S]MILAR WATER REQU11REMENTS., TRANSFORMER VAULT.
BARR1ER TOPROV1DE A CLEAN!FIT.TOP OF
BARRIER TO EXTEND TO TOP OF CURB ORW ALK, 3. FERTILILZE ALL GROUND COVER AREAS w/ORGANIC FERTILIZER,REFER T01 SOILLS REPORT TO ARPL,[CATION TYPE AND RATE.
NOTES:
OR 1"'ABOVE TOP OF MIULCH LAYER OR FIN]S�H
1, TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER.
4. REPLENISH MULCH BEDSL AS NEEDED w/ SPECIFtED MULGH TOMAINTAIN ORIGINAL TH100 ES!S OF 3 .
GRADE(WHICHEVER ISHiGHEST.)
At ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OF SIGHT
CRITERIA AS APPROVED BY TRAFFIC ENGINEER,
5. REMOVE ALL WEEDS,LITTER DEBR S FROM SHRUB,�MULCH AND GROUND COVER AREAS.
TREE TRUNK LOCATION(CANOPY SHOWN AS 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROU:ND
FACILITIES.IN ADDITION MAINTAIN TFROM CENTER OF TREE TO ALL UTILITY
DASHED GIRCLE). OWNED WATER&SEWER LATERAL LINES,
6. INSPE,CT AND TREAT PLANT MATERIAL FOR DISEASE ANDIOR PEST PROBLEM&
4, TREES SHALL.NOT BE LOCATED ON PROPERTY LINES,MAINTAIN APPDXIMATELY
CONCRETE SiDEWALK PER PLAN. ARTERLY FEW: 5FROMCENTER OF TREE TO EITHER SIDE OF PROPERTY LINE.
QU �C4 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERII\IG DIVISION,
CONCRETE CURB PER PLAN.
Lo
1. GRECK TREEGROW,T�H,PRUNE TREES TO TH1N STRUCT�U!RE,SHAPE, REMOVE SUCKERS AND ANY DEAD OR BRO11KEN BRANCH��ES.
& STREET TREES SHALL BE PLANTED AND STAKED ACCORDING To THE CITY
5 VERTICAL RIBS. STPA;NDARD PLANS.
6
DO NOT HEDGE PLANTS U�IRLESS SPECIFIED BY DEVELOPER. ....... ...........-
COMPACTED SU6GRADE-
5&L CITY 01F RANCHO CUCAMONGA, CALIFORNIA
I I SOMEMIC SECTION p' APPROVE Y: STANDARD PLAN
7 CALE: NOT TO:SCALE
TREE PLACEMENT
501
I Mimi 0
54
NGWEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET I OF I
N jAd; L
L I�N, )5kilmlit 1R1N1!0:0T B�A: 1 R P:�L TING� MAI�NIT NICE SiCH : DU �LE
SCA�LLE: NOT TO: SCALE SCA�L,E: NOT TO SCALE SCALE:
I S
''CA 13-
1z
All,
co
M
7-31-
flern-ewa-F D
bale
c
go I'ill 0 Immoffil PERON Jogom-1 1-11-1-1 1-
8 mom 010 0
NNW
CITY
DESCRIPTION OF REVISION DATE
APPROVED
01 1-00011 MOWN No
0100 wool MOORE so No
EAST AVE TRACT 199�68
LANDISCARE MA NTENANCE DISTRICT
SOUTHEAST CORNER OF EAST AVENUE & FISHER DRIVE
PLANTING DETAILS
APP OVED BY: DATE: I
iCITY ENGINEER RCE No..
011111 mo- ism
DESIGN ARC 1IT 1011,01 GAPROUP
LA1\,[DS,CAPE ARCHITECTURE
GPD
SITE PLANNING
10221-A TRADEMARK STREET
D100AIIN SHEET
RANCHO CUCAMONGA, CA 91730
(909),484-2800 FAX: (909)484-2802
CD-G I CONTACT PERSON:DAVID POWELL 8 _ 0F 10
------- -----
CHECKED RLA NO. 2834 DR.AWING NIO.
10/5/16 1558
JRC TE JOB NO. 243 1—L
1 owwwwwwwwwo omoLLLLLLLLL ON-WON ME No 1 Im givin 1 1-1 1 sm-ME I so—NNN maws Mom! 1 1 1 1 110 0 mos og
PR10JECT Sheet No. �L-3.2 of 10
N I
R2
I
I
I
1��
,
I
--- I
iI WIN ____- -- =I ----�___ _ I I- . . -----.-- ----,-����������������������������,- , - � I ��������������������������,�����������-��.���-��---,-�,��-,��---�---������-�����������������---���-������������-��������������������,,������-��������-�����-������.������,,����-���������������-.�--��-�,�����������������������,�����.��,�������������,��,���,����-��������������������������������,������������������,����������,������������������������������������������-����--,---,��,-- - _. ___ -����,�������������,����������,���-__-� - - -- � -----,�-������������.����������������,�����,�,�,,��,����,����,��������,�,��������,�������-�--��,---��-- I_ - - __ - � -------1........1 -__ 11 � -I—I'���������,��������,�����������-�����������-��-���������������������������,�,,,��,����������,���--,-,�-��,���-,-- - - - �,,�,�������������������������������������������----- - � �1_____ - � -_ -- - - 1�11-1-�
� --1_____ 11111 . I I I . ,III I I 11-11111 11 I I I I I 11 I I 1-11-11111-1 ____ -___ I I 11 - 11-11111-1 �___-_ I I III I 11 ___0M__ -_____-- r��
I
I - -
I
� �
I INCRETE
I co: -
I
�
i
I
I
1,
I I
� I
,i :, I
I PART-f_-_SC_QE,E_QE_ A0RK 4.12 EXPAUSION:J� I' - i I �
- OINTS B, Place all reinforcement and embects prior to grouting,
I
.
,
-
1:i :1 WOC . . � I �nfo , : I ,owe, I ,a
I
I -
I I I I I ,a�sion Joi b d I xpansionj , C� Rei, rcing:steel,except d, ,Is in other Mated 1.
i I I 11
.0 RK INCLUDED Placement of exp n- ints,sh�all:e,as: irected and d termined by layouts of slab markings noted on drawings, E , oi!n!t
.
I � � I
_:,j I i I z I -
I I I � I � I
material shall be Poly Foam,or approved equal,or as notedon Plans. Expansion joints shall:be recessed one-quarter inch from
I I I I
I � : � 1. Vertical bars: Continuous from bottom cel[to to, of wall,:centered inI celts,except where otherwise
,
. I I
I � I a: I ,� i I I I
I . � finishi surface and sealed!with a bead of girey th okol'se lant or equal. Silica sand to match cont-rete color shall::then be tamped into lip- - I
I I
I I �
I I ,r, I P u A i e i 0 'I bead. cure vertical reinforcement in position at to ,bottorm an'd at intervarls not farther apart
Work includes,but is not limited to the followiril Fu n:s,h all lab � d � � - Ipment,facl-tf s, indicated. Se ip
- i - -
;I or an, materials,a ph-ances,tools,eq thii ko
i, � I � -rm,lIy I .place by fra!m-es or o;her
I i I ,ertical steel f1i
I 1 � in � 'ti
I I than 1::92 bar cliameters. Where necessary,hold v I
I transportation,and:services necessary for instalf,iing all concrete work complete as indicated an the,drawings and specifications .
I I
i ,rc � � �
: I - - ' suitable devices as accepted by A hitect. I
. �
I
ining,but not lim-ited to!: 4.13 CONTROL J0INTS
I � : I �
I
: I �
i
�
I
I I I I I I I
I
I i I In i I p
::
A. Furnish and:set all:'reinforcing:steel,boi ai d anchors. I � % i 2, Horizontal bars: Wire tem orarily above exact position and tag to I:indicate correct locations. Use
I I ire u i g I :; ir i In 11: ro e rn �te :i 1�
� Control joints and:other edges shatl be formed in:fresh conci te sin- a clean edging o�jointi g tod to p� vid as: ooth uniform calibra ,d vertical bars where indicated,wired to vertical bars,or d6we"S.
�-
I i
I �
� finis! .
I
B. I nstall all items requ i,'red by other trades whil h are to be cast into concrete. I.
3, Accurately s: lice using lap of bars as indicated on drawin,als:With a minimu-m of 40 bar diameters. I
� ip !, - '
I
� I I
�
4 I , .
C. Co ncrete mow curbs,bandin g,poured i n place walls,othe r flat,work,footin gs,pans and slabs for:wails, .1 4 PROTECT ON
:ro I . . I 7 a ,e n e
fencing,benches,cont: Iters,decks,etc.,where applicable. 4, Tie at intersections usingi No.16 g!-ug: ai neat d wi!re. 11
I
� I
I I � .
I I rh � I I I 11
. � Al'finis' edconcrete work shall bebarricaded!to pedestrian traffic for three(3)clays. Barricades shall be placed immediately,after
. I
I I � �
I PARL 2jaENEBAL ncrete fin ishing. Co ritracto r sha,14 furnish,place and remove all of h is ow n!barricades,Contractor shali'l be responisib,le for any 4-06 MORTAR AND:GROUT I
I co I
,
I :re I I I
I
damage to new construction and I placement of repair of the work shall be made without added cost to Ow-ner.
l I
I
� � i I
� I A. Mortar: Tvp,e S in accord with UBC Chapter 24,
1 i I I .
i t, I I in, P
I All requirements of subsection 3,31,standard specificia;ions for Public Works Construction,sh-a I apply except as spe-cffied here," 4.151: ATCHING
:
:
�
� - 11 �
I � I -- -_ 1, Coor: As i��ndjcated on plans.
: � I I
� �
�
I 2.1 INSPECTION OF SITE I
i
I
I
I .
.ry I -
I � ---
I If patching is necassa and permissible,a bonding agent such as WeldiIIIICrate,or equal,sha'll be used.
i �
-- - - B. Grout: In accord with U:BC Chapter 24,with exception thatlirne sballnot be used,
I I�
d i I I I] I I I
G !
I I f I '
� Examine related work and surfates"before starting work in this section. Report to the Lan) scape Architect in writing,site conditions 4.16 CON, RETE GURBS i .
I I
I I I I i
I I : � I I rta'', ; iro -
wh ich will prevent th-e:proper provis on of this w ork,:Begin ning the work i n this section without reporting unsuiltable conditions to the C� Dispose of rril r and gi ut not used with�in 30 minutes after leaving mixer. Retempering of mixture will be
I
i
I I i
i Landscape Architect constitutes a�cce tanceof site conditionsby the,Contractor. Any required removal,repa-ir,orreplacern-ent of le all-owed in accord with UBC Chapter 24.
� p � I :: n , 11
I ; .
� I I 0 :ru I
i , I I : h I ri Irov in
I I le , it no addlitiona-I cost to Owner.
this work caused by unisulitable conditions shaf� b: :done a G nst ct concrete curbs at locations s own!o- Plans as cteta:iled,true to line and gradle,as app) ad by the local Cou ty or City.
- �
I I rt, I I I
P n I G, I ts : ,I ih �n - I
I o) 14 d clema t concrete,2 00 P:S I compressive strength. Locate expa nsion join as dieta)led or s'own,a d as D� Mortar and grout minimum compressive strength:
Use natural grey I ,n
I I ' I .
I
I I � : I-to f
I ,() ,I � 1 � I �
2.2 PROTECTION:OF EXISTI NG G NID TIO NIS directed,at intervals,not to exceed fifteen feet(15"). Finish with steel trowel,then brush with bristle brush paral1el ace or edge.
I
I
i
I 1, Mortar: 28 days 1,800 psi
� I
z � i
4.17 CLEAN-UP '
I I
I . �
Contractor shall acquaint himself with all site conditions. He shall take necessary precautions to protect existing site conditions. 2, Grout, 28 days 2,000 psil
C I i a] i . I
I
Should damage be in u!rred,thisContractor s,h-11 repair damage to its-original condition or furnish a,ndinstiall,equal::replacement at his - '
-
I I I
I t I i pi etion of all:concrete w,ork and before final acceptian ce,Contractor shall remove all tools,,su rplus materials,appa ratus,
I
own expense,to the satisfaction of the Ow ner, Upon corn 4 . I
I I I
I I r not les's than three minutes, Do not use hand 1,
: I I I
,he -on acceptai le to Owner. E. After all ingfedients are in the batch mixer,mix mechanically fo �
� � �
debris,,etc.,from the site and t site shatl be left in a clean,neat concliti ,b � .
�
I I mixiing unless specifically acceptable to Project Su, erinteni
I p
,
2.4 GOOIRDINATION I
I P-ART 5- VIZES I
� 0M,BBAL � �
�
I �
4.07 WORKMANSHIP
�
I i
I I
A. Cooperation On-Site;Coordinate and coo�e1rate with other contractors to enable the work to proceed as rapidly
I I p ' �
[ � I I � r - I
It in I 1 1 .01
I
y I J,�,-. --- -ti- 11 work shall be warranted for one- ye a-r f -m thedate of final acceptance I b I
and as efficientl as possble,. In addi:ion to ma� ufactu re rs'guarantees or w arrantles,a, � : t -e st, ; - g
I I A. Prese unob,ructed vertical continuity of cel1s to be filled. Fully be wei s and crosswalls formlin suc:h
I z I I I f � � I I e ry � i I
against all;defects inmateri'a1sand workmansh',ipi by contractor.Warranty shall also cover repaii damage to any part ofth cells in mortar to preventleakage of grout.
- I
I � . I I I
� - - ,
B, Work With Other Trades;Coordinate,with General:ContraGtor items of other trades tobe,furnished and set in premises resulting from defects in materials and workmanship to the satisfaction of the-Owner.
::
� I I - :
I � � I I I -e :
I 'I I I
ir I mb i: I I I � I
I I
place. Such portions of thei work as all or in:part e, I edded,buf ti-in,attached!to,or su pported by th work , I I Ire I �i ca. I i I
� . B. Fractional:parts of masonry units ai prohibited where whae units: In:be used:. Chinking of interstices with �
I e, in am. I I - I . I
I
�
I
sha:11 be executaid by th rn le firrie that progress of the work is not delayed, Any cutting or patchin,-9 - - _ I - I'll- �- Ira ,m I I � I I
ip � f: g ents will not be allowed, Provide speciall units as necessary to form openings and'::Illii�:n,t,e��l,,--l' I
I I I
I I I i �
I I
I
made necessary to comiply with this injunction shall be done at the Contractor's expense. I I I
i I
I
I I - ENID OF SECTION
. I I i :
� C, Do not construct any part of any masonry w all more than 6 feet higher than:adjo-iriIiingpartio,ns. �
I
2.5 APPROVAL I I
I
; I � .
�
� � I � - - - � - I - 1 t Ice ruction purposes to stop o longitudinal runs of masonry,stop off only
I I I I D. Where ab,w u,ely ne ,ssary,for const : I
I I i I I I I I
; � I I I � I I � IN i I
if I I I I U� I :� I I
I I : i I I I ea th in each - Toothing shall not be permitted.
i
; I I R I
I I
I i i � I :IT MASONRY AN'D STUCCO Su: ACING by racking back one-half unitl g course, i
i,p -pecifications,they mean approval!of the Landsca: e I
Wherever the terms"approve,""approval,"or"ap�roved'are used in the S p CONCRETE I N- ,F i
� I
�
i I I
Architect,the Owner's Representative or their field representatives,or in writing. -
i
E. At openings for ducts,pipes and conduit built into masonry wal'Is.Gut to form fractional units with abrasive saw.
I 1 I I
I
A .
1: - �
I
� ;T -
-
2.6 SUBM11 TALS BARL _S_C QEE QE_ -
. F� Align vertical calls to maintain continuous unobstructed cell area,
1,
11
� I �
� I
� I I I I.01 WORK I!NCL1U_`D E:D_ i I � I I
At least 1 1:0 days after award of contract,Contractor sh, I-I submit for ap-proval samples andlor manufactureirs'latest catalogia-uts and G. Set units with joints straight and uniform in width.
� � : a -all be standards forciamp,leting work.
specifications of the following prior to beginning work. Approved sampt s sh i
I , - - ___
� ; I�
I � I � I,- I I RY
I IN:, I D I i
I
:I. I I 'D MASO -
.
I t I I � 4.08 J01' :TS ANII.- CGURS'ING-EXPOSE N
I Furnish all I abor,tools,equ pment',:materials,tran-sportatio n,,and perform all operations nacessary,a nd: in-c idiental for the proper I
A� One 2�ft.x 2-ft.x 24n,sample for each type of concrete finish and color at the jub site. I n i i I
execution and completion of all concreteunit masonry in accorcla 'Ge with the Drawings and Specifications including,but not limited
I to:,the following work Items:
I
I i- - I ;c� c ,e t
B. Coior samples for expansion jo:ilnt com,pounds. A. Joints, Raked as exposed masonry and flush with stuccoed on ave toot d wi h brick,
'
- I
� I I It I : AI, Pilasters(Stuccoed where,applicable) 13� Bond: Common running bond,unless otherwise indicated. I
C. All submittal data!shall be forwarded in a single package to the LandsGape Archt ect, within 15:clays after award
' I I I
,rac � ,iise a p prov - / I
i;
of the GerieralCont, t unless otherw ed:by the Landscape Arch[tect and,or Owner s Construction I � I
I I
I � 13� Walls(Stuccoed w here applicable) 'de,
I I C, Joints:3/8 inch wJ
Re presentative. - I I .
I
I
I -
2 1
I I � C, Masonry Barbecues(Stuccoed where aPplicable) I I .0 ; i Ii
U 1
2.7 S' BSTITUTIONS D� Keep all areas to be grouted free from m rtar so that grout wi�I contact foundation.
I .D ' I
I
I
1.02 RELATE' WORK I I p -stic to bond. Use a tooll which .
I I
:I a 1 [ i I I I
E. Perform tooling or raki,ng:::when mortar:s p rtially set but still sufficient[y 1 11a,
I . � � : I as � �
I I .n i t I I n compacts mortar,pressing excess mortar out of joint rather than dragging it out.
A, Standards;Specific reference to ma ufactul rers'names and products specified'i:: th is section:are used ,,J� �
I
:I ;; - ' I I
standards;this implies no ri ght to substitute other materiw or methods without wri ft In ap,
� I a ,proval of the I I �
A� Furnishing and placing rebar, I I :
I 1� I � I I �
: :I Ict. F, Rake out joints which are not tigh:t at time of tooling,point and:then tool-where applicable.
Landsca pe Arch:tel I I
: I :
I
I �
13� Concrete placement, :
I
I � I I I I ;
I I � I I I I
i B. Approval;Installation of any approved substitutions is Co-ntra,r,tors's:res�ponsi.b�iii-t,y.Any changes required for �- G. Butter vertical head:joints we-III for thickness equal to face shell of:unit an'd shove these joints tightly so that
I I I � � I I
instal1ation of anyapproved substitution must be made to the satisfaction of Landscape,Architect and without iucco a pi ication, -
I ,, I C. St p l mortar bonds well to both units. I
I ; � , , �
I additional cost to:Owner, Approval by Landscape Architect of substituted materials and/ior dimensional
raw I in I I I z I
di ings do not waive these requireite ts. PART 2-GENERAL I 1. F ill joints solidly from f4ce of block to at�least depth of face shell.
I :1 ,
I
I
I
:
I
I
I �� � I in I
i; i
EAR T_3=111AIEROILS - � �- - H, Set lintels,capping units and bearl g plates in a full bed of mor-tar.
� I 11, I
I : �s I
: 2.101 PERMITS&IN PECT ONS
I -
i I
I
. � I
;
I
I
I I I I :
� � I I I
Materials shall be of first quality and:of domestic manufacture as noted below: 1� Control joints shallbe as detai:led. Apply sealant,wh,dre required,in accorid withiplans and specifications.
Obta,in necessary CityBuilding&Safety'Department permits and inspections. I �! I
I
UTING 11
I
4.09 GRG - - -
I I
I � n I
A. Pi d cement shall confo rm to ASTM-C 11 50,Type I or Type 1:1, i' ; �
I I I I I �
� t� I
2.0!2 APPLICABLE STANDARiDS
I ' � I
I
I �
I I 1' - e,stop grout one-half the
I � i I
B. Concrete aggregate shall conform to ASTM-C33, I A� Filla'll masonry cells containing reinforcing steel so II with groul finiis-hed cours
1
4
- I �ow' i
I I I
Any reference to the"Standard S, ecificatiorI"ASTM,"or"ACI"manuals shiall mean the current or lattesteditions. course height bel top of last course grouted,
I I ,a i p
i :
C. Water sihall be cl an,free from strong acid,a1kaii,oil or organic matter,
. ir M I
: B. Keep mortal dro)ping out of or re ove from grout spacebefore groutin g.
: I t
i I
I A. Standard Specifications:Standard Specifications of the State of Califorriia,Business and Transp,ortai ion 1p I
i � � I I
' I I I I
D� Admixture for all formed concrete shallbe SIKA Chernical Corp.'s'?lastiment",or approved equal,applied in Agency Department of Transportation,CALTRA �S.
Vct I I I ,, % I IN: I I i I . I
st:i� accordance with manufacturer's directions. C, Puddle grout or vibrate in place,�
I
�
- I � B, Standards: . :
I � 1 i
I
, - � I
I � - . I - , � 1
E. Reinforcement: reinforcing steel ASTMI-Al 5 and ASTIVI-A305."Wirefabrit: ASTM�Al 85 D, Grout bolts and anchors iniserted in wall solidly in place so that there s'a mirtimum:of 1 inch of grout between
�
I I
I bolt and i�asoriry unit,unless otherwise indicated. �
.
� 1, ASTM-American,Society of Testing and Materiafs, !:
I
F� Forms: I
- I 11
I ::: I
I I i E. Set bolts,framesand inserts necessary for attachment of subsequent Work mustbe secured:in p ace prior to
I 2. ACI-American Concrete Institute,Manual of Concrete Practice.
�m I I I I
1� Lu ber shall be"construction grade"Dougl�as fir, I grouting,
I
I
I � �
. I I Ol SITE
� 2.0:3 1N81PECTION F I - - I -
� .
I I z - I
11
I ; EANIHIG
z 0 � 1z I
I �
Z Plywood for form ing of concrete which is exposed shall:be Plyform. All ply w ood:used fo r formi n:g 4.1: I PO;I,NTI;NG AND GL I
�
� I . -
shall be at least 518-inch:thick and edge sealed, I I
I
I
I � , � , � :
Examine related work and surfaces before starting work in:this Section. Reportto the Landscape Architect in writing Site conditions I - -�- �
I
� - M i I i 2 1 , ins. I
�- I I I
I
I i� I A. Imi iediately remove from exposed surfaces surplu's morta r,grout fori miaterial,and stai
I 1D ire h I i I
i I nn i g: ,e I
I in I � I� �
I n � I I I
:G, Expa nsion jo-� t filler s-hall conform with AST:M-: 11 751(p� mold'ed). which wi'll prevent,the proper provisionof t is,work. Begii- �n,1 th work i� this Section without reporting unsuitable conditions to the I I
i �
r Landscape Architect constitutes,acceptance of site condidio I- I
, pai:,o� rep � �
i ns.by the, Contractor, Any required removal,re r ,r n I i
I
I
I I
I I , nry ann CU I �
I B. Defective joints: Point holes or defective mortair joints i n exposed maso- -d' t out and repoint defective I
I I �
PART 4 70MCUTIQ work caused by unsuitable conditions sh-a1l bed.one at no addIftional cost,to Owner. I
I I le z 1 I
I
joints. R place chipped or broken mason units, I
I ry I
;
I �
I I I
I I : I I I
,O 0 l�-__E - - - 2.04 PROTECTIONO(F EXISTIN-0, C O-NDITIO'NS C, Staining and excess mortar: Protect exposed mas-onry aigainst grout staininga. ,Where gii�,-out:or m-o-rtar does I
! in I J i
- -- '
4.I 1 C NCR TE DESIGN MIX contact the faces of masonry,remove it immediately, Should accide tal spillage occur,wash and dean
�
�
I �
I � � I t ki p I ; . I I I � i
I . it I I I I
I I I I
Contractor sha 1 acquaint himself with all s e conditions,He shall ta� e necessary:recautions to protect existing site conditions. surfaces immediately with a 10%muratic acid and:watersolutionli,followed bya thorough water rinse, Remove
� - h I
I I I
I im I - I i I ' Ir I - I c t is i
I I
I I H I I I i I
[ ,a� , � � stains where they occur.
A. Contractor assu es responsibifity for the design mix and guarrantees the s edified ull,timiate strength as Should d rnage be incurred,this Contractor shall repair damage to its original condition o'furnis�: and install equal re 8,emenr at h�
I p 111
I I
i I
i nd icated or specified herein. ownexpense,to the satisfaction of the,Owner. ....
I
in I I � I i I I i
i
I D� Glea: efflorescence from masonry with specified cleaner in accord with cleaner manufacturer's instructions.
' I I - -
. cire I I � � I I
B. Con- I te,minimum 28-day ultimate strength shall be 2000 PSI. 2.05 COORMNATION1 I , _� �
I I I I
I I E� After w afl in constructed,do not saturate with water for curing or any other purpose.
i �
C. Ready-mixed concrete shall conform to ASTM-C94. I e I I � � I
X Cooperation onsit-;Coordinate and:cooperate with other contractors to enable the work to proceed as rapidly 4.11 STUCCO SURFACIN:G
I : I I
I �
::� i I
I � Off [Ght I - I -I- and as efficiently as possible.
; :
4.4102 GONCRETE PROP __T_ - S&CONSISTENCY
�
I
z 11
, I I I 1:
;, I
B, Work with Other Trades;Coordinate with General Contractor items of other trades to be furnisshed:and set in A, Wood Framed Wa�,s: I-
I . e I 1� I i Ir I lb )a b ,n I ip
I
A. The proportions of aggregate, to cem)Int shall provide a dense mixture which will readily workinto:a)I corners off place, Such portions of their wo,k as all or in:::Part em edd d,I u R4, ,,attached to,or su ported by the work
. 1 I I
j I e h - - I :: I : :k.
� I I i .g: r 1., Stucco shall!be thiree coat work not less then 7/8"thic�
the forms and around a1l reinforcements without any segregation of the materl'als,cause-excess free water to shall;be executed by them in ample tim t, atp rogress of the work is-not delayed. Any cutti a 1 o� patch ing
I
I
I I
I
i I I I se,
I I I i �
�
collect on the suri or cause excessive Heading of the forms. I made necessary to cornply with thisinjunction shall be done at the General Contractor's expen � I � � :B re � ih I I
(a). Scratch coat shall be a,�proximately 1/2"thick, � efo, the scratc� coat has set,ift shall
p
�
NCE I
I
- I �
I �
I
I � � I C � le :fs,
� bi I � i ,n ,re
� I
I n h 1: all app'llical ie procedures,
B. The recommended practices of the America) Concrete I nistitute s all be followed in, 2.016 FINAL ACCEPTA ' be well cross-scrat had toprovide a strong bond',,O; d damp cu, d for at: ast 48 hou:
I . � � I I
The maximum slump shall not exceed(4")four inches for footings,slabson g,rade,and mass concrete;5 1 1
�
�
I �bl, I -1
I N ,a h :: i h a t
I
inches for fround.a tio n walls. . ( Brow-n co t s:all:be 1/4"thibk� W en brown coat has set sufficiently it sh 1 be floa ed
I I I
I I I
I � I I no sooner
A. Review-Review for Final Acceptance shall be:held In conjunction with the final review of Section 4-A&B, :ry oa r � �
I with a d: f1% t to form a bond:fo� the finish coat. Brown coat sh�all be a� plied
� P -
I
I I
Ic Planting and Construction. than 48 hours after application of scratch coat. Scratch Coat sha-11 bedami ened evenly
01 , p
4.03 GON RETE APPROVAL -
I
I 1; I
' : - F before application of brown coat to!provide even suction.
I
B, Accepta,nce;Wo i ! is pli
,�rk under this Secti,0 n will be accepted':by Landsca�pe Architectupon sat factory com �etion of
I-
i I !P -nod in I 'I I .
i I I �n I Ih I � ior , I :n i 11 I C
The co: rete quality,pro!portions,co) sistency,etc.,is subject to t: e approval of Ow-nor,and:nochaniges shall:be made without pri all work. U'l on:Fi-nal Acceptance at the end of the maintenance Pe ,ii clud�ng backfill'ng of walls,Owner
I , Fil ish cow coat sha'll be ia�piIIIoximately 118"il k and shall be applied and dam- cured
(c), 1p 1p
I . , �
written approval, will assume res,ponsfbi'lity for maint e-ria nce of the work. Said a-ssum,tion does not relieve Contractor of strictly in accordance with the manufacturer's directions,,and'city and local governing
I p z
obligations under Warrainty, I bodies.
�
I I
� � i
4.04 FORMWORK I
I
I
I I
� I
I
- I ula � I
EART 3 �MA=�_ 1ALS 2. Stucco shall:be Merlax,La Habra or approved eq,� I as per color selection by Landscape Architect. I
I
I
I
I
I
I
I
I
� A, Forms for concrete work sha]l be either metal or wood. Forms that are warped or that do not have a s mooth . I
I
I
I
I � I
h I I ` u I
1 Packa,ged material s,: all be delivered i n the origi nall packages,containers or b,ri-dies beari ng the I
:� I I z I � I' I
I
straight upper edge sba I not be used. Forms shall be set with the u d -�of the bo,ird,true to line and Materials shall be of first quality and of domestic manufacture as noted below: I
I e,:,ge I 1, I a I
II
: name of manufarcturer and the brand name. I
I :h � I I
I � I I �
grade and s: a1l be staked rigid1y in place with stakes set not moire than:fou'r feet(4")apart so as to remIa-in I
, "I I
I � I I it I i, "I
I � ro I � I I I g unit
I � in
I �� I e ne percen A. Concrete masonry units: ASTM C 90,Grade N-1,hollow,normal weight]ad beari Is, I
Immovable th� vigbout the construction. All forms shall be a�:proved:by Ow,ner within a tolerainc of or
I ip I :
i I , i
� I It : � u 4. Texture to be, rubber float finish(scrubcoat)or as approved byLandsca,pe Architect.5. All exposed I
I 4 te Z I
(I%). All materials shall be accuratet and separately weigh, d and mixing s,h-a,,Il coni inue until the distrfbi tion .
Y I i i � :c Ig
I foundations shall receive one application of ffnisb:color coat to mat h buildin color.
I �
I I
of material is uniform and:the mass ofconlicrete is homogeneous. 1� Types and sizes: As indicated on drawings.
:
�
I I I 11 ]: P . b i
I I I ,a I I I i
� I I I ir I m � 2. Color: As indicated on Co or Schedule. 6, Ali stucco s hal I be w ater proofed u to three feet a ove finis-,h grade with Thompso n:'s Wate r Sealer
� B� Two and one-half(2 112)gallons of watel per cubic yard,shall b withzheld frol the mix at the plant,and all or a
I
. I or equal.
I I 1 1 � I I
portion may be added to the m:x at the job site as directed by the I nspector. The concrate s hall be:mixed:at I
I
I n I � � I I rt I ,m t I I
I � I
least 5 rninutes after such,water is added:a�d not less than 3 minutes of this time,shall be immediately prior to B. Po land ce ent ASTM C 150,Type I or Type I 1, I I �
I 1, � �
:z I � � � - :
the discharge of the batch. Total m!ixi�ng ti:Me after adding orig in:al water shall be at least 11 5 minutes. B, Block Wafts I
I
I
, �
C. Aggregates: I
I :
I I
I
1� Stucco shall be two coat work not less than 1/2"thlick. �
,n z I I� I i
.
� C� Concrete which is ot::placed within 90 minutes after the introduction:of cement and water,andconcrete which I
�
I I - , I
1� Sand: ASTM C 144,clean::,hard,strong,durable,free from injurious amounts of saline,alkalii le, I I
I l 'I :� I I I .
: has stood for 30 minutes after eaving the mixer,shall not be used. I - 1: � .
� i I I I z � �
I
I � I ; ,h he
I I 1,
�
: I orgaini c or other dieletenous substan ces,with not less than 3 percent by weight passing No.1 00 (aI). Brown coat shall be-approximately 318"thick. F:�cal wit' a dry float to form a bond for t .,.
1
4.05 RlEBAR sleeve. finlish coat. "I
.
I z I i I :: Irox �'. � 1
Z Pea gravel:Ai C 404,worked and graded with no more than 5 percent passing No.8 sieve and (b). Finish color coat shall be app) irnately 118"thick ai,nd sr4all be appIlied and damp cured �I __
,
I , . - I � . I -
! I 11 I
I i r::
I I I i � ufacturiersdi:,rection including city and goi ning ��
I i , I I
Reinforcing bar shall be spiticed with 40 bar cliamers minimurn overlap. with 100 percent passing:3/8 inch sieve. stinctlyin accordance with the man I I
. bodies, I I � S_C
� :� � 11
� I I
.
I ; : G, u , I
I � ;D PL D. Water: Clean,portable,from domestic s pply, I
1 4.06 CONVEYING AN- � AC 1W - � I
. ,
I
,�
I , . �
,
,
, �-
, -
�-
.
- �r,
�,
I Ili I um W/4" .
1 Z Color and manufacturer shat:be selected and approved by�Landlscape Architect. � I��
I I '. . I 0. F
I I t ; I f I I 0
1
1 � i E� Hydrated lime:ASTM C 207,Type S,and'con�ainiling 85%by weight of calcium oxide. I -%y
� I I I
A. Before pouring,all forms shall:be thoroughly cleaned and made tight. Thebottorm of trenches shall:be wet I I 1 470
. I � i I 1 3, Deliver packaged material in original packages bearing the manufacturer's and brand names. _& .0-0, I
I ef re pouring:footi I I U I I
down b ,o, I earth shall!not be muddy at the time of po ring, Concrete sha I not be placed F� Admixture for grout: Material acceptable to Architect. Obtain acce- tance from Project Supervisor prior to use. qmrl I �A
unt reinforcements,rough hardware,and forms are approved by0winer. p 4. Texture as called out on plan or I.P.field approval. I 0 �I
� I I
I
I -W- I � -
I � I � .
� 1� Use according:to manufacturer's printed:instructions. Secure manufacturer or distributor initial "I I
I I i 11 I
I : I I
,
� I
B. Before depoil newconorete against old concrete,all laitante shall be removed:,and the surfaces 11 - I I _J 11 �_. , ,�� , I �
I i b I U .:I I .-.1, .
,tz Ii .I I�__,- I----_
I 1 I
I
d-ed aggregate. The surfaces shall thenbe covered wi;h cement grout,using � � re prope I r I I I I I 1)- '1� .I I I
roughened to ex ose the ernbed supervision by a quialified field representative to assu r use of admixture. 5. All exposed foundation shall receive one application of finis colb) coat to match bi ildling color, I �_�1
I 10� I I � � . .I ;.''
' ! r jl I �
I I -�_..� ,� n� ;
I i I � I 1,_n., � ., � . I
the specified mix wiIth 1/2 of the course aggregate omitted,1-1/2 inches thick, " I - I �, ��f,I 'I
1 4 i I I - I r- ."; �. I � �
I I I �,Ct ; 'A � I-
G. M'nerall color�pl�,-p I-I 146t. Pu're girotind rinineral non f,-ding U- lues,lime and alkali proof. Colors as selected by 4.112 CLEANUP W , � I 1. I � . 1. ...
. Landscape Architect where ap�licable, . 11 Rffl,M�I-Date 11 .
. n � i In I , I -
C. Conveying,and placing of concrete shall be dI e so as to prevent separation of Ii gredients I,and in no case D I b i; :- I 1 01.I 1&-, � , --
� � . � -
shall the fee fall exceed 6 feet, Tremlies shall be used as reqluired, Surfaces of concrete shall be kept - - - All subcontracto r's matleri-ads and tio Is of the trade siha;I:e removed from:the job site upon completion,of work. Subcontractor st lall r I - Date I I �
Ing m re I I I * �
� � I � H. Clea ni - --a-tenial: Siu� Klea n No,600 cletergent,b y Process So Ivent Co.,Inc.,or ecluivale nt. ih M I I I
reasonably level,with a minil mU m- amount oficloncrette bein:g allo ed to flow,after being placed, Placing shall be responsible for damage to the finished:surfaces of oti er work. Subcontra�ctorgua� ntees all work w4lbeperfoirmed in a good and 4A.1 1
�
�
� �
I I
� �
I I
I . _�I -
i I I P � I I I I
be performed as a continuous operation until each section is com) lated. workman-like manner, )�� � I
I
1. Expansion joint fifter:ASTM C 1751, 11 I Q, I
I
11 I
�
I
I 11 :
I- I �� :
I "I - I
� � . I PARITA= 10F Clk I
D, Concrete shall be spaded and vibrated with mechanical vi,brators to a maximum subsidence,without -AMRRANTES I � :
� I
I
- - � - �
I
I I J. Sealant rnaterilal& As noted on plans. . :
I 1:
I I
I separation of ingredients. The moving of:concrete by vibration will ncot be permitted:. I �
:
I I
I
I I
I I
I I I
- I
I I:
: I i � I
i I I I I I I
I I I �K, Submit Catalogue Cut Cernentitious waterproofing material. in addition to manufacturers"guarantlees, or warranties,all work shall be warranted for one year from the date of I inal Acceptance �, �
� � I � t F -,---����,����--�-�-���������������,����������-������������.����������-���������������������,�������������,�������,,�������,��,���������������������������,����,�����,������������,������������,-�������-����-���----�,-�-�--- - 1 -_ I��,������.�����������-�������-������l-- ______ 1:
I I I iCO RE
I 4.07 COLORED NIG ' TE I 11 I 0111-18-111 11-011 --Illlll-lill-llllllll�-,--�--,�,�- - 11�� 11 I I I
: : � � I I 11 ! I
� against defects in materials and workmanship by Contractor, Warrantyshaill also cover repair of damage to any part ofthe premi'ses �i I I
I I
: I
, I I :
I rt I i 0 I I I
I � LI, Ve icalexpansion joints: In concrete masonry wall construction shall be, a min mum 2, `-O"apart. Use resulting from defects in materials and workmanship to the satisfaction of the Owner. : I �
� 11 . I �
I
I
: I I I I �
I ir '81 1 � � I
I t I os r s I I
Integral colo: and Dust-On color h,a:rd!nefr sh 11 be as specified on plans and details. breaking;bond whether for ex --ed o tuccoed masonry walil work. I
I ip I
I I
I
� I i
I
I z I I
I f - I I - � I � - � I
� ��---���������,���-����-������-����-������,�-���-����,-�,�,�-���-����,���- IS- -_ -, -- ---- I
�, I . I I I
� I I I I I
I I : ��
4.08 GROUTING RAaLi_=���� : I I I
: � I
I I : i I �
I I I i �
END OF SECTION :
� I
I I
: I
I
I I �
I :
I I :
� I I I
I I ::
f ::
I I
I i i:
I 1. I � 1:
I
I I
I � : I I I
Each item of Work shall include excavations forfoundations and footings,concrete masonry block,deformed bi'llet-steel bars, I I ,,, I I- � - - - � ____ __ _______________ I _________ I� � 1_ I I -I
I I I --- I'll, - ��----,�--�-,-------�------��----�,-.--- 0 _ -- sommosionmomixonloolloloolumommm 10MINOM�... I I I
I i z I :
I I I I I
f � � I, I I
I Douglas F i r w ood!grant,stucco fin:ish Ing and backfili ing clean-up to the satisfaction of the Ow,ne r. I I I I
I I �I
� I z I I I
I A, Grout shall be composed of one part Portland Cement and two,parts of fine aggregate by volume, Materials I : I
i I
I
� � I
. I � I
: �
I � I � I
shiall be mixed dry, nd water added just sufficient to make the mixture flow under its own weight. : � �
i - � I I �
I ,
4.01: LAYOUT I I I �
I
I :1 I i
I - ". I
�
I � �-
� -- -_ ---�� - - -_ I--- - ,��,�,�,����,�ll,������������������������,����,������������������ I 11 1_1 __ I
I I
I
I
i � i I ---- ____ _____ __ -___ � -� , . I I I
B. :For dry tarnp cement grout,a m-ini mum of water shall be added to:the mix so that when wet sample is squeezed � I� I
I I
I � I:
I I
I in ; I % I I � CITY I
� I l 11 I � jil� ;- I I
I hard in the harid,surface moisture.:but no free water,shall apr ear on the sarnpi a. Do not mix more thal can be All walls are to be staked in the field for top!of footing,top of wall,lengths of walls and.a.11,steps in walls,on the square footage"as I I
I , p I I I
I
I
I ,DATE I
I - I
: I :I 1:
I 1:
I :P ; I ;
I � �
: I I I i y - �
� I I
I I , i . 11 ved b roject :I I
used:in 30 mlinutes. sta ked'"I n the field. Any:changes or clev,ations wh,ch add'or delete co� crete block wal'is will be corrected or appro DESCRIPTION OF REVIS10N ��
I I I APPROVEM
I I I I
- I I I�
I � i I I I I
I I lu n I I� �I - I �f
I � I - _- � I--- Superinten dent and!adjusted by drawingssubmitted and approved by Landscape Architect and Project S perrnite) dent. Any II-� � -� . � � - 11 ��-�,�,�.�,,��,��,,����������-���������������������.-�����-����,��--�,---�����-�---,-,�-��--------- _
� � z . i I-� I I I i
G I � I I I 1111 I 11 I 11111111_1111 I - I 11 I 5 ---. I
, P;
4.09 CURINI AND PROTECT10N overa-,ges will be per square foot/lineal foot unit cost. � - -, � - - - �- I- I
I- � __ I—— I
� - � ____
I � ,� � � , � I I � I � - I
, , [ � , I 1: i
�, I I I I I �, I I � I
I , I
I 11 . � I I 11 I I
.
I I I I � I
� I I �
- - - - - 1- I i I � � I I
I I � i I I
- - I � I I
I I I � I
� . �r., I - I � i I � I :
I � 4.02 INSPECTION'OF WORK AREAS I :: I I I I � � I I I . ! I I
I I I ; . � � I I � I
I s I I I ; I I � I
I ; I I I � I I
i I I . I i
I i 1, I I I � � � � I
A. All exposed surfaces of concrete shall be protected from damage due to temperature,elements,and I I I I i �,� ( � I I I- � I
I � � � I
I I I I I I �, I I � I � i
I I I I z : �
I I � I I I : � I I
I I I ,
I I I I i �� I �
I I I I I i I �
construction operations. I - I I �� I I I I
I I I
I i I
I I I r :: I I I
I
I I
I ' I I
i
I 1, -
A. Inspect related Work and adjacent suIrfacesfor completeness. ____________''�.�������-���--,-���������-���������,���������,��������������������������������������---- ______ . I -- - . _ � I:
I 1� :
I I
I �
B� Curing shall be as follows; I
I I
�
I I
, I I
I I I
ir I i I I i . �
B. Ca rect conditions detrimental to a proper and tii ely comipletion of the Wo&. � I
I
I
i
I :h I
I I
I
1� All:exposed surfaces of concrete shall beprotected form:premature dryin,gand fres: ly placed I
I
I
�
I
I . � I I i
I � s It w In ' I 0 Imi 0 1
1 I , i
concrete sfiMl be protected agafnist wash by rain. All concrete -,,hall!be kep et for a pe iri,od of te 4.03 OBSERVATION� f I !ASi 'NRY WORK I I
, EAST AVE TRACT 19968 I
I I il I I I I
�
I I i
days after placing, In order that curing water may reach both!surfaces,of wal s,the forms shall be I
, i
I
I
-
i
I I I � I
I
I i f �
loosened andwater shall be poured over the tops of the walts and allowed;to run down between the . I ,. - �
I �I - - -_ I
� I I I I �
Perform all masonry Work under continuous observation by the Landscape Architect and/or Owner's representative. I i
i i �
I concret rm I I I I I I I I
I
II I � I. I �
I i - I i ;
I i I
I
: I �
I I
I 1 _'.......... DISTRICT i
� I � LANDSCAPE MAINT NANG .
: I I
I � � �l
I � IR,
I � I � � 1 4.014 Pr �EPAJRATION I z
, I I I I �
I ; n 1: I :1
2. All liquid;curing cotmqpou cls shal 1 be used iin accordance with the manufa,cturers recommendations, �
.
I
I I
I
I-
�
I I: I �
�
I :: I �
I � �
: I I I i E I
I I I: 4
1 1 " : I I
I p1l to i i - - R
I and shall riotbe used on surfaces receiving concrete hairclener. I i Z
I
- � A� Previously! aced concrete or masoriry: Clean of encrusta i ris,laitance,oil and coatinigs which would reduce SOUTHEAST CORN R OF EAST AVENUE & FIS,HE , DRIVE
C I .
z z I I - rfa re in
4.10 DEFECTIVE COIN RETE bond. Wash:Work thoroughly with water ul pressure;leave su:,� ces darrif)whe ma-sonry u its connect
I � - __ 1 � I I
�
II I- �-- - I -
�
I
I
with earlier placed Work.
I . I - ' - - �
�
; I
:1 i: I
11 I 1;fpbA
- . ) I I I
� �I I I � 1; I
� I I I
. I I::
� I I I I I I
I I I I. I
� In I I I I
I ,h I I I 1 i I
I � I ,�
� I I,: :,F ::u
I I I I
, re -se specifications,out o I i I I
- I i I I �
I
I Conc: te which is not in�accordance with the I f lirie,levet,ori: lumb;showing::structural. hl I In 1 . EG 1 AT : :N
A. P . ry u: its: Thoroug�ly clean of dust,grease,oil,or ot:er matter wh ich would reduce bol d� - I 1
I
I Gracks,rock pockets,voids,spalls, honeycombing,exposed reinforcing or other da-rnaged surfaces shaff be B, Mason CONS TRUCT101 SP IS
f
I
I
�
I �I—, - � � I - � � 11 �����������,�,������,���,�����,-�����,�I I I _ �,,����,����������������,,�����- -
I � - - --- - _
I � considered as defective, CIO , I I � I I- - -_ I ._1 ___ _�- --, I _ I - �
It b
I C. Wetting: Do no:wet 1 ncrete block units: efore instaflation.
I
I
I Is 0 1 I I
I 11
I .
B� All fines and irregularities'shall,be removed from exposed concrete surfaces,while the concreteis still;green. z: � I 11 APPROVED BY. __ DATEQ, 161411 ''
I - D. Reinforcement:Clean off excess mill scate,loose'rust,oil'and coatings which would reduce bond.Secure ma -
I - 1i � I III,;!- - -
ih g i I I I
W ere patchin- is required,all loose and uniform concrete shall be, removed prior to patching. � � pfiace, ��I I - - �- -
anchor in � � -
� -
I �
I � I
I - � I I
�- I I - -_ I �
I ���
I i i I I I
J Ii I CITY ENGINEER �.. I RCE No. UOIS14
i I I . -
11 � ISHES � E; � I I �I F I I� -
4.11 CONCRETE Fil'N� � I i , _ � I— -I � � - F-___I, �----- -- I _ ___ _ 1 ����,���,,����,��,��������-����,���������������,-��------- I I �
RI 1K ORG MEINT -
4.0 5 PAC 1H E ' I
i _______ _______---------11, -I 11-,
I - � 11
I
I
I
I . - . I I 1
2 ,� .
, �. �
I I : 1 , I -ME
I
I I i:
� I� DESIIGN 1 I I i REC 1, ED
I �
2, �, � I
I I EiMi: lu :
Flat su rfa ces s hai'll:be screeded to the requ ired levels a nd slo, es and then any excess water or laita n ce removed. Concrete shall be , I I ARC �*4RI I k'N GRO P �
, � p I � I
I
- A� Place reinforcement in accord with ACI 531� � � �
I
;I I 10 2 - � -_' 01% I I �
� � I i I
I ; Ind then floated to a true and level surface within the tolerance of 11&inch along:a 1: -inch straight 11
compacted with a grid tamper a I I � I I /
� : I
I "'
I h : I GH TECTURE I
I � LANDSCAPE AR I,
; I n i I - I
:ra ensure positive drainage on all'flatwork. See Plai s for coiriGrete fin-is in landsca:pe areas. I I
� edge, Conti ctorsh-all GP!D I
I .
�
: I i I I I
� :1 � 1
I ,
I I -_ _ _ � I I I I I -I , I 1: �/ -
__ - I I t I --- _-
I SITE PLAINNING I -
-_ ________________ ______ I .
I
I ` - _______________ _ I— I �. - - - - ___ 6 g, __
1
6 1 - I -
I I .
I
I : i I I
I I 11022'1-A TRADEMAR K STREET I
I
I I
I - : . ��r
DRAWN .SIHEET
� � �
I I - "I� f
-
RANGF10 CUCAMONGAI , CA 91730 �
3 i
- I -
:
I .. I
� I I ! I I� � �
I 10-i 1-11 (909) 484-2-800 FAX: (90,91 )484-28,02
� I
I I �
i � I
. � R-I I � � ! 9 OF 1 0
� I
� - -_ i CONTACT PERSON- DAV111111- POWELL -_ �-IIIIIIIII� .
I
I
- - � -
� I
fI �� �����,�������������������������-.
: _________ _ -. ---
-.,-,. I
�
� � I
I
I I
I I
I i
I I
' CHECKED i 2834
1 . RLA NO. - DRAWING No!. I
�
. I
� : I
. I I
I
I �
I I
I I
I � I I
I I -
I
I I : 558
I k, I DATE __ 2.4 I-
� 10/5/16
I I JOB NO. 1 30', 1- ,L
I � JRif-I I -
� - - - I - _ �I. - i:
� I :
� -
�,����,�����,,����������l---�--�-��-- -
1- � - ____ - - - ___ - I - ____ ___________M 0 ; ��--�������������--������-����-��-��������,������-��,��������������,�,��������������������������������,� __ - -I - - 1-�������,�,���������������������������������������������������---�,�-- ____ � - - __ ______- __ � �I- �� ������������������������,�����������l-l���ll,�-�---j I -� I����,����,��,����-�����������,�-��-1- - -_
1111111 III I I RI __ I I �
� I
� i:
i:
I— I ::
::
::
I
I
�
I I I - PROJECTSheetNo. 1 -4.1. of 10,00.
I
I
I
I
� -
-
I
I
I
I
I . I
I .
� �
- _
I I
I I
,
I
..........
ER ON: H: UUE� 2, -ill be"AGRIFORM SLOW RELEASE,to be E
3,02 0-Sr__l 'VAT'': SC: :ED Fe�rtilizer plant tablettsha
' 'TEIM
,P:E IRRIGATION SYS
LANDSCA 3.20 COVERAGE TEST: Omit roltotilli,fill on slopes 2 to 1:or greater in ration, Instead,lighr ly hand se rify the 3.13 MAINTEINANC
applied per Manufacturers Specifications, so il. Refer to Drawings for sloped afleas,if any.
b e
A� Contractor will:: e responsible for notifying the Landscape Architect and When th, sprinkler system i's compileted,perfo r m- a coverage test in the presence of-the iately after each plant is plan,ed and shall
lt , irrim
ip i te�a c leg in-
Owneil Represen ativein advance for the following observations according Owner's Re reseintat ve to detefillmline if the water cove-rage for pla�,;i ing areas is complete P I A� Main n n,e opeiii s shall b ad
Ap)fication rates: J, Patclh all areas havi damage from erosion and so related earth moving to create a period of 90 days after the time all Items of work
to the time indicated: and adequate. Fuirnish all materials and perform all work required to correct any Apply 21 gram agriform tablets at the following rates: er plant by size: U t g be cont nued satisfactorily for
p a smooth and regular s ili for plari in, Final grade to be approved:by Owner's have been completed as specified herein and to the satisfaction of the Owiners
inad'aquacies of coverage due to deviations from:plans,:or where the system:has been lve�
Representait
re
Refer-to standard contract documents for non4echnlical contractual requjre�,Meii and: P -job Conference-7 days willfully Installed as ind icated on the d ra-wi ngs when It is,obviously i nadequate,witholut R:e) resentative,
Shrubs:
conditions, bringing this to the attention of the Ownerlils Representative, This test shall:be accom), lished
p *I gall.sbrub-1::tablet
p if 1: lants and
-ci ove,al
B. During the maintenance period s,e ied in paragraph A.ab
P
G Pressure supply 11ne installation:and te sting-36 hours before planting begins. -5 gal shrub-3 tablets 104 SOIL CONDITIONING(i see Fine Graing:Siection) in
1,012 S-OPE 0 F WORK- planted areas shall be kept watered!at all tinil weeds shaillbe removed al d
-15 gai,&24"box shrubs I tablet for each 1/2"of trunk Diameter or sposed of-basins and depressions shall be maintained and:cu tilivated and kept
TATIC TEST: di
-Systernlayout-36 hours C overage tests-36 hours 3.21 HYDROS I
foot of height or spread. 'I-s e Broadcast the recommend d soi,additives per 1,0100 isquaill feet and cultivate to a depth of well formed around,trees and shrubs;papcer and debris shall be regularly removed
Furnish labor,materials:,equipment,appliances and services neces,ary for th,:executon and A,
P s
d water system shall be maintained and repaiii rodents shall be
0 6"based upon ri ired soils and:plant 1A oratory report. It i's the Contractor's responsibility
e u:
completion of"'Land, ca e Irrigati ri"as indicaed on t e drawings andlor herein specified. -Fi, al rispecti-on-48 hours All Hydrostatic tests shall be made only the presence of the Owner's Representatie,or other from plantei ;an
T es
.0 P n P controlled;and the entire project sihallbe so cared for that a neat and clean
duly au thorilized rpres6 ntative of the Ownr. N pi: e shall be backfil led u,ii it has bee to obtain soils tests. Soils analysis, shall be done by Soils lant Laboratory,I lc�412 S.
rp tablet for each 1/2"of truryk dia eeir or each -
Ap, ly one 21 gram agriorm
B� der a Lyon,Santa Ana,CA(714)55&8333, ofthe ri ort shll be sent to the Owners �k
� P
When:observations have been conducted by other than:the regul-ar Ow nier's inspected,tested,,and approved in wriing. Piressure su: ly lines shall::be tested un P condition is presented at all filme . Keep wal's and curbs swept clean. Legally
EAR T 2-MA LURLALS p foot of height or spread. I c �i b ed areas,
Representatives,
Representative,show evidence of when,and'by whom:these observatins hydrostatic pressue of 150 pounds per square inch for a period of fol r hours. dispose of excess mateil ini lud rig paper and:de�ris in plant
Materials shall be of first quallity and of domestic manufacture unless otherwise were mard , 3, Ground Cover.
in
noted, B. For bidding purposes when no soils report is available In all pla ting:areas the following
-ram agil rm tablet per rooted:ground cover cutting,Refer to
C. 3.22 COMPLE-TION Apply one 5 g Ifo
No observation will commenc without as-bu,ilt drawings. application shall be:�Made per 1000:square fleet of are-a and shallbe thoroughly cuiltvatred ilin
Mnufactuiei's Specficain for Insallation procedure. C. Maintain a suffcint num er of men:and adequate equipment to perform the
two directions into the top 9"of soill,and:the area watered down:
f the
R 2l.01 SU1:RM1SS_1 'N:: FOI 'APiP' OVAL� A. Upon cornpletion of the work,make grourt; surface level,remove excess material: maintenance work herein spe-ciffied from the time of planting until completion o
pe�iod
R P S.n1trol'zed:wood shavings
CU.Yi
3.03 WATEF S U P` LY: 4,rubbish,debris,etc,,aind remove construction and installiatilo-n equi rrient from the Orga rific,amndment sbll! nitrolized redwood sawdust(.5%acual 2 aintenal and acceptance by the Owner.
P m Ce
Flurnish the artllicles,equipment,materials,,or processes S,ecifiedby niame on the dra mmng
P
I itrogieni),orFir Bark 1%nitroge
P rem iles. ni n), It shall be fine textured,having
i 20 LBS.iron sulfate
and in spirecificatia s,. No substitutions will beallowed without prir written apProval:of the Connections to the existing points of connection:shall be,at the approximate locations sh:own on
Minimum 80%passing#8 screen and:rininirinUm 95%passin Mies"
D, An appliatin of fertilier shall be made to all landscape areas just prior to the
Owner's Representative. the-drawngs, Minor cha ges caused by actual site conditions shiall be made without additional h na rice peino gt
I screen. Satinity shall'beno higher than 3.5 millimhos per centimeter at 25 �h completion of ti;e mintel d accordin o the recommendations or the
ler.
cost to the Own 13,, Supply as part of this contract the following tools: C. Plnting pits shall be excavated'three times tr e diameter and 2 shallower than the rootball]
a A. A complete material list s:4 11 be submitted to the Owne rs Rep,resntaive prior to Centigrade as: easured by saturation Plilne shall not be used as an
depth fo trees,twice as wide and:6'deeper than the rootbal:for s:ru s. (Refer to planting req,blired soi laboratory report,
performing any work, Catalog data and full deltiveliteilature must be submitted Oi ndment.
-Two wrenches for disassembling and:adjusing each type of sprinker head rgaii ame whenever the use of items different than those specified Is requested. Notarizd 3.04 LAYOUT:
supplied,
teria� ce jn&
ii n
certificates must be submittedby pla-stic pipe and fitti g manufaturer i�dicating that 0 TW E. A written notice requ.siting a pre-ma In ection shall be received by the
keys p
0 for each au omati controller, B, Plant Materiels
D, For plarits other than azaleas,camellias,and ferns,backfill pilrant pits with soil excavated from
-ct,
material complis with s: ecification ,un ess materiallhas,been previously approved. Laout sl rinkleir heads and make a-ny milinoill adjustments requird due to.differences be-IW elen site Owner's Ri:resentative at least 5 days to completi, n of the proje
P
-Four qu,i:c,,k coupler keys with attached hose sww ivels. pli, Do not any addlitio�al amendments to backfl mix.
and drawings, Any such deviations,In layout lbe within the intent of the oilliligfritaictrawinigs,and
-Four(4)of each of all types of sprinkler heads and nozzles. Quality and size of all plants shall conform to the California Standard
lants shall be Prepare soil mix for back fill in pits for azaeas,carnellras,ferns, and:other plants(as F. A written notice requesting final inspection shall be received by the
b by the Ow jo Code of nursery stock and shall:: e No.1 grade. E.
�h p -Twokeys,for enol sure lock.
The Maerial llist shall be submltted using the following layout doubl spae betweern without additional cost to t e Owner. Layout shall be apr,illoved rier's Representat ve
B� each item): before Install[ation. a
Two cover liffing tools for valve boxes. W orous,or nornili
growth,free frorridisease,insec-ts,insect eggs and specified)as follows: Owne's Representative at least 5 days prior to compietio of
iE pl, b d:any rneasulremients specified and malinterfaince period.
Item No. Description Maufacturer Model# 3.05GRAD; & farvale. All: ��antss al4equaorexcee
en a source ed.
C� The above equipment shall,be turned over tothe Owner at the conclusion of the shall be sul: plied:'from the source r dicated wh- is specifi, 1/3 Washed Plaster sand
1 Press re Su:, ply L Ines Laco Schedule 40
p �re
project. final!acceptnce can occur,evidence that the Owner has received 1/3 Cnad : Peat li in i
Before stari work on:the spr[nill sysern,carefullyheck all;grades to d�eterrrrirre that work may G. 1 e -1
2. Lawn Head #404 The Contractor s,ha,l' Mal a perio -i-c i:spection of plant materials until the end of
Ow i aine) for attleast one year,but
Container stock shall ha e grown:n cont rs r 1/3 Loamite or Forest Humus the guarantee: lant peri-od. If unfavorable condi- exist wh� h might be
safely p�rooeed, within the specified maeriall depths, materiel must be sh- n to the Owner's Representative,
1 Etc, Etc. Etc, p
2, notover tw ol years. Sani-s shall be shown to prove that no rootbound harmful to the guaranteed plant,t:;ie Contractor shall notify the Owner in writing of
P bii ken bal' x1mis,shal':be concrete sand, (Refer to details) 0 sl le u!nidler the guarantee,
ti -revall. container plants that hiave cracked or 0 1
3.06 ASSEMBLIES RART 4= 0-RDLOR MiNGS, HARTS&AIANUALS cond, F� Backfill:mix for Pa the condition,orhe may be held resp n [b
Equipment or,materials istalled or furnished without the prior approvall of the,Ownl of earth:,when taken from container,she 11 be pla,tied except on special
a,
C. Re preentave may be rejected and such mate-riell re--moved fro m the s,ite at no ex pense A, n
h I sall the backiflow assembly at the height required by local approval from the Owner's epresentative G,
The prepared:soil s all:'be uniformy: lended i: an area ajacent to the: Iiantig work and shall
to lithe Owner. codes. 4�01 RECORD DRAW111N,2GS P K Pre-maintennce inspection and:fina ins ectj�os are to be he Id with the
be accurately proportioned using a suta,ble Measuring container. Unused exi;eivated soil shall understanding that the project has been reviewed by thel principals of the
M ico - cu u, e
No enclatulre,1 informs to stornary ii ri filly usage: For clairification,the be removed from site, Protect the mix from water untr it has been respon, ibir Contractor In advance of the review- by thelOwners Represtative
-a n having a minimurn of t ree trunks and a this a vance review
Approval,of any items,alternates,or substitutesindicates,only that product(s) B. Routing ofpressure supply lines as,indica:ted on drawings is A, Record accurately on:one set of black and white prints,of the drailngs,afl changes 1: 3, term Multi-trunk"defiries a: I an /orOwri Dirscr noted during: I
i epanicies d are to be corrected
D. apparently meet the requirements of the ing s- -and sp e-ciifi-atians on the sof,the dogra m tic. Instaill (andvarious asem,blie )to conform
the workooinstituti , departu'res,from the orignr contract drains,inclu'di "imu a diarnter. before the project receives these official:inspections.
information or sa:mples submitted. with details on:: larits, 9 ing max rn of five trunks of neady equ 1 105 WE: CONTROUABATEIVIIE T.
changes In both pressure and non-pirese lines,
Ins,petions;All plant materials must have been previously inspected at The Landscape Contractor shall:refer to theLandscallpe Maintenance Manual for
,n IA� n re
ct u 4, the nursery by a State orCounty Horticultural De-partmet,and shallbe Weed abtemr&t: after earhwork,installation of Irrigtion system,and soil `h, r mai tenance (if applicable).
P
Me, uf urer's warranties shiall not rel eve 11iabillity under the gurante. Such C, no: 1 Iti lel assemblis on plastic lines, Provide'leach B, Upon cornplet on of each I acement of work,transfer all such ir"Iformas ion a: d furt e requit me
h
E. warranties s:all':only sup lement the guarantee. The Owner"s,Re illesentaitive may,at assernbly with its ow-n outlet.When called for,the p� ssure relief of the Landscape Archiect be P re -a' e ject to the inisipecin and approva fore reparation:,but priol to pianti g,perform weed abatement program to all planting
dimensions to the prints, The changes and dimensIonss-rh 11 be recordl d in a legible sub p;
his option,requi re a mianufacturer's warranty on any product offered for use. valve sball be thelalst asse.,imbly. k-a a n of ative plantin areas as follows:
and workman'1 mi niner to the satisfactio. the Owner s Represent When PART 4-GUARANTEES
! raw
the d41 ngs are approed,tranfer all information to a set of repro uc::b,ed; ings
D. Brass ipe and fittIngs shallbel assembled using;Teflon dople,or 1. Hydroeded or hand seeded planting areas;
at cost by the Ow-nars Representative.
p n,
equi valent,applied to the male threads orifir This is also true of a. inpection of Plaint'Materiat [rii ection of plai t materials, required U
4.01 G� ARANTEE
2.02 GENERAL P11 ING a, Apply sulfate of ammonia at the rate of 5 Lb .per 1,000 Sq.Ft.to all
.e re by City
plastic pip% and ffi aded fiffil igs. C. Dimensins from two permanent points of reference, (buidiiing-S,Monuments, County,State,or Federal authorities shall be the areas be plained.
respoins[bli'lit of the Contractor and where necessary he shall halve
sidewalks,curbs,pavement,etc.). Locations shown on ai dirawiHngs shall be All shrubs and girouridcover shall be guaranteed by Contractor as to g�rowth and health for period of
erm its or cei cates prior,to del,very of plan h
3.07 LINE CLEARANCE: secured p 'i ts to tl-e site.
kept day to day as the project is being insalled. All dimensions noted on drawings ninety(190)days ater completion of the specified maintenance period,and/or final acceptaince by the
b. Keep area moist by regular irrigations for a period of two(2)weeds to
Owner's Representative, All trees
by Contractor to live al� d
A. Rressure st,it ply line from point of connection through backiflw,prevention unit shall shall be 3/8-i,n' in size. up to 24:box s,ize shall guara n
preven b germinate existing:w eled seeds. r M s
e of shall: e Sjurbf lot to ins. eliction and approval or rejection at
All lines shall have a minimum clearan 4 Inches fromeach other,and 6 inches from lines of other Plants I:; e
r a code, Pressui
be pe loc supply lines downstream of biacfilow tion unit bl p grow in an acceplab�le u right position for a pe�iod of six(6): onth, after completion of the sipeGified
p
P,r0j n
trades.Parallel Ilines shall not be installed'directlyover one another, place of growth and on the:: leict site at any t' le before ai d in
shall be per the legend, D� Show locations and depths of the following items� maiatenance period,and/or final acceptance by the Owner's representative. Tree, ill 24"boxes or
At the end of two weeks,apply"Round-Up"or equal systemic herbicide,
C.
n nance period, Poor gillow in an
durt, glProglilless,of work or during the mainte larger,and all field grown specimens shall be guaranteed by Contractor to live and
Do not inliligate within six(6)hou after application. He;bicide shall be
refe p P r f one(1)year after comlpl'etion of the specified maintenance
�a 11 rn ropersiz od 0
13, Non-pressure- lines shall be Class 200 PVC�pi, el of connection. condition:,I tent d cts,inju es:,and: p, variety,and ih
tir d by an individluall w11, appropriate i S
a,re acce� tb�le u right manne for a peri
p 3.08 TRIENCHING rej a pp le, loen fer to MFG speciications n -or,finial acceptance by the Owners representative.
-Rout g of sprinkler pressure,lines(di 1100 feet along routing sha, a shall because for in, Rejected plants shall be me re rim
in imension maximul M for period of 1:1 quired from:ti e of application to tirne ofirriplmenti 9 period,a d/
k n
-Sprin ler co�trol valves(buried only), removed from the projeGt site ii mediately. ed:kill,remove all:weed residue and top growth
A, Dig,trenched and su-port pipe continuously on bottom:of ditch:. Lay pipe to arf planting, Afer cornpl[ete w
2.03 P�LASTICPIPE AND FITT!,NIGS p
-Routing of control valves,
'rawings an n almanner, k r
even grade Trn,chini excarvatio n shall follow layout indicated on d d a: d dis ose of i a le Alternative methods of weed: foi item C STOCK
h r ce EM
r -d pe li insed heirblicide agency and
virl p pe col pou
ovedPVC d featuring hi� h a ins,occuru d -a t t,"u my be Vaiparn o Methyl 132romie ap lie
P, M, 9"" P
A. All piz e shall be extruded of an irn� r s noted, Wherell ni er paved area,thase,dimensions shl III:e -Ot er relaed equipment(as may be directed by the Owner's Representative), 5, Su,bv it tions for-the indicated plant mated als will be: ermitted provided 4.02 REPLAC:
P n
ru. le. spcificaticli s,
the sub maerials are approved in advance,by the:Landscape
tensile strength,hilgh ch-emical resitance and high impact strength:. In terms of th considered below s bigirad
E, Quick cou: lin valves.
p :b t a All ra, lacement stock shall be subjecitto the same warranty requirements as the original stock.
:ro in
is,Com�Ou, : I
curren, ASTM Standard Dimilo 1769 or D-224 1,tN P nid shal' meet the Architect and:the su sz itutions are made at no dditional,cost to Owner, 2, Shrub and hand planted g: ul d cover areas; p
paire
Bi. Provide mi nimurn cover of 1:8 1 riviches on ail piessure supply Ii nes. Any damage due to replaement aperatins shall be re by the Lanscape Contractor. At
raqUire-ments.of cell classi ication 12454B for pipe and 134,5413:for fitings, This Except for authorized varilations,all substitute,plantmaterias shall wilil on slite at all times. the Tenant's Cons-tructon
F� Maintain as-built dra le acc a. Apply prellwernergent weed control chemicals to hand planted groundcover the end of the warranty pel Inspections shall:be made jointly b
compound must have a 2,000 psi sdesilgri stress rating, coform tol the these speoifiafions. I th e led
R sentat d Lands ape Contractor. All plants and I-awn areas not in
areas. epre, ive
C. Provide mi n i mum cover of`18 1 niches for all control wires,, Provide m I' ;I M-Um substitut matlerials are of a less value than those indicated or specified, Do not apply to areas to be ser 'ed. Developer,Tenant an, c
pi
G. Make aill changes to rep odlucible draw-ings in ink, If necessary,use eradicating fluid -6 Contract:'rice wil' be adjusted in accordance with the provisions of t n -move and re, Jaced:with plants and grasses of alike
a heal,hy growing conditi,o� shilb re
B, Ail pi e must bear the following markings: name,,nominal pipe size, cover of 12 inches for n on ressure lines.
th
,P when redoing drawins. p in ason
e Contract. b. Proceed with installation of shrubs and:grouncover after removal of any kind and size before the close of the next plainti: g se
schedule;or class,pressure rating in P,S.I.,and NSF(INfaftlional'Sariltation D Provide minirriultin cover of 24 inches for allifines undeir paving. th, weeds by cultivation.
Foundation), The manufacturer shall also the date of extrusion on the pipe.
4.02 COINTROLLER CHARTS
C. B, h
Cl Tree sul port: aerils: The Contractor shall:be responsible forcontroll'of weeds in all landscape aras throug, END OF SEC P
"tir gs
Solvent ce mnt joi nts for plastic pi pe and'fit*ni i shall The made as the 3.09 BAC:KF I LL WiG
the final acceptance of the work. Any selective weed control spray or physical weed
I removal shall be the Contractorl responsibility and t:e Contractor shall repair any
manufacturer. The hi� h chemical resistanceof thepiple,and fl com,ounds, A. Asbu-ii1t ld,raiwin: s mustbe approved by the Ow-ner's Re resentative before charts Stakes for tree support sha I be lod - pole pine free from knots,r0t,Gross,
9 specified ii the foregoing sections makes It mandatory that an aggressive primer, repared.
r damage resu Ing from weed control act vity,
A. 'tral back.fill onall lin s shall be of a fine gran ail rnateri with nofdre�, n matter are p grain o other defects that would impall strenigh. Stakes shall be press ire
In,- e
which is a true solvent for PVC,be used in conjunction with a solvent cement
n r10 ol,and a milinimum of 2"dialimeter by 8'-D"long
larger that 1/2-inch in sie. Bckii material shall be ap toved:soil. treated with; e�tacli pben
designed for the fit of the pipe a d the fittings of each size range specified, ointed:at one end.
P: vie one controller chart for each controller supplied,of the maXimullin Size the C, All herbicides shall be applied only by a licensed herbicide application agency. No
andl
controiller door will:allow.showing the a rea covered by theautolmai controller. herbicides shall be applied wir hout first obtail Ing wrtten approval from the city
13� Backfill material:shall be t �tln, ed in 4-frich layers,under the pipe and uniforrinly on
V
D� Each pipe installer expected to make solvent joints shell recei, instructions ir the p
rt r aplaro ed ih
pt le,cem, des ih en The ch a is to be a redu ced drawi nig of the actuall:as-built system. How,eve r,in 2, Ties for olding trees shall be"cinch4ie"ol equal. "Cinci Inspector.
fr assembly of such joints from the re, reseil attiveof eithe ent,or
proper bothl si� for t a full widt of the trench andthe full �gt,,h of the pipe. Materials
13 p the event the controller sequence i:s not legible when th draw,ing is reduced',it
shall be sufficiently daampi to!permit thorour h coi'ln action under and on each side of m nof,by V1T.Products,15561 R duct Lane,D-4,Huntington Breach.CA
fitting manufacturer before starting the job,unless,hehas,been peviously inst ucted pipe,to provide support free of voids, Backfill"ll for trenching shall be compacted to shall be enlarged toa size that willbe readable when reduced. The chairt shall be 92649,
on recommended solvent cementing procedures by a competent represenative of the 3.06 PLANTING SHALL BE D-ONE AS FOLLOWS:
lcon-form to adjacent
Ma nufactu rer. dry density equal to the ad aceritunisturbled soil,and s: a bilack-tine print and a different color shall be,used to sh3ow-the-area of coverage
0
foreach station. & 'Tree guying materials shall be as fol'[ ws.
grades without dt s,sunken areas,huirrIps,or other irregularities. Under no
p A� Planting of Trees
circumstances,shall truck wheels be usedl for corripacting soil.
E.
All fittings shall be standard weight schedule 40. At the 1 iarchaser's discretion,
Go P refe r e n ppl b C When completed and approved,the chart shall be hermetically sealed between (a) Grouind anchors for guying shall be redwood per detaill.
pi rova
I c,ea pi
�eces of plasti h ece being aminiraurn 20 mils.thick. T le chlart shall Position plants in plantlocatons indicated on drawings and se,culre ap,
9 pt ng un,
in, s
nce may begil those su� iers a� el to furnish all types of fitt
ntract: two: P
- cont; ct from a sin-gl"e M-a nufacturer,inorer that responsibility will
required unde this ra Provide sand backll a minimum of 6 inches over andi under all p derpaved
in
C. arears. be mounted using Velcrol approved equal type of tape, (b!) Guyfng wire shall be 12 gauge annealed galvanized steel. before excavating p[ts,makill g necessary adjutments as indicated.
not be divided in warranty claim situations.
for tre
Di, These charts must be completed and ap -roved prior to final ins ection of the Guying cable shallbe a minirnum of two strands,making a 3111i Z All:pit es shall be dug square with bottom:Ieve,the length of sides equal
p
F. All fitfi gs shall be I:: 'ection molded of an irnproved,PVC fiin,gs compound featu
n
d 2"less than t e depth of the tree root ball.
re dia-mete s,eel cai ble. to three tim�es the width an ih
hig1h;tensile st; ngth,high chernical resistance,and high ir pact strength-. I!n te:rm of
3.10 PVC P I PE Cornpacted soils at sides andbottorns shall be loosened by scarifying or other
the current ASTM Stal dard D-1 784-6-9,theco mp Oun d- mustmeet the requilrelments
pi.
(d) Hose chafing::guards shall be new or used!2-ply,one half inch a proed method. Once the tree is poistioned in the pit,the pit shall be filled
des,cribed in cell clasification 1345413. Where threads ail required in plastic fittings, 4.0�3 OPERATIO'N AND MAI:NTENANCE MANUALS b
A. PVC pipe sha I le snaked in a m-a in-ner which will:!provide for expansion and (1/2"')reinforced rubber or plastic hose and shall be all the same with soi as per specs,thoill g,h4y settled:y water application. (Refer to
these shall be injection molded also. Atli tel and ell's be side gted. e- n
ire en p contraction as: cornrin, , ded by the:i,e manufacturer. color on the:roject. Length shall be one and ola half times the planting details al d spacing deta Is.)
A. -Prepare and dell',iver to the Own!ser's:Re,p:rese,nta-t,,,ive within ten days by calendar prior c1rcumferienCre of the pliant at its base.
n
ln
d fitings, Primr solvent an both:fe, l e made with plastic male ada tors,unless otherwise Apply primer and solvent on all pipe sizes a; m e G. and male ends. All:plastit to metal:joints sbtlib p to completion of construction,all required and necessary descri,live material fin Prepare depressed water bsi� as,wide as plant rootball,at each pla t
ro hly,backfilling any volds with additio al soil,
p 9 '1, 11 v ii white PVC Water tho� ug
show-n in da complete detll and sufficient quantity,pro', erly pre ared in Individual bound copies of (e) Guyin cableshall be co ered:with 3/8 dria x 3"lo
r n g
the operation and maintenance manuall. The manual shall describe the material tu:b'
in
All threaed nipples shall be standard weight Schedule 80,with molded threads, B. Planting Vines,Sih:rubs a: Ground"covers
ir , p
b -ell to
C� The joints shall be aillolwed lo set at least twenty-four(24);hours before pressure is installed and shll 1 e in:sufficient detail to permit the o) erating personlin
l+
applied to:the PVC pipe system, undeirstand,operate,and maintain all equip ent. Spare parts lists and related (f) Turnbuckles shall be galvanized or camilummoplated steel and
ilon,size All fitfi gs satl bear the company's name or tradrnark,material designiai in Vine and shrubssball be planted in pits atleas onie and:one-half times,
n mnufacturer information shall be included!for each equil item i4 stalled. Each have a 3"m-inim, n lengthwise opening fitted with screw eyes.
I U al' i; clue t' le f6i lowing informaion: g rea-eill tha n the diameter of the rootball;and 6 below the bottom of the ball.
applicable I.P.S.schedule,and11NSF seal of app:rovarl.
D� Main lines s a 1: e tested i place before backfilli ri for a iod of not Ile ,s- tha n for T complete,bound man�a[sh
bown nollealkane or loss,of pressure. During the test period, (g) Duckbill 88-OTS earth:anchor may be used:as an alterrilate to the
(4)hours and shall sr Compacted soil at bottom of pit shall be loosened and the pit filled with
n n s
min,[Munl test: ressure,at the higa,hest point ofth section beirigteted,shall be 150 1. Index sheet stating Contractors address and telephone number,duration of g� ing materialls specified:above manuf by Foresight Products, native to the bottom of the ball. We the, pla t ha bee: properl set,
P
h I lb 'Ile
(1-8 GO) e I ih
E nrcl
2,04 PV1C CONDU Vill t: e pit s all:e fil d to the required grad with al e sa and t oroughly
pounds per squarefrich. Center filing of:pipel,engths is allowed. guarane period,lit of equipment with names and addresses offal Inc,: ort'h Glen,Colili 325-5360�
rsettled by tamping and watering. All vines shat'libe removed:from stakes,
u
Pipe that ils used for control wi s sleeving sti be PVC conduit Schedule 40: Ty:e 1:2210. All:wi
liv Mulch shall c n at, ri n approved n n
E� fter a�1:new,sprinkler pipril n-�g,-and risers are in place and ected,al necessary D Muichi o,siist of processed wood fiber mi le� a eq�all to oi untied,and securely fastened in a man:eill to the wall,fe� ce or
A Ill
ting etl s
u,nd-erpa�vi;,ngs,h�alli�l:�bei�nstalle)diinPVCco�n�dl�u�,it,orsie-ev-esasind�i:caitedind�etailsan�d:Lege,nd.
ill-to plan:
ravai
l5plied by Iii a: ck'nd Sand,Upland,CA,(909)982-67113.Submit othr surface next to which they a pla led.
work has,been:completed'and' rior to the insta tion of rl kler heads,cont 2. Colm:plete opirating and maintenance instructions on all major equ ment, su a,
P valves shrall opened and a full:!head of waterused to flush out the system for a sample of any alternative mterial prior to,purchase andl or placement for Owneirs
m JMU Re:resent8fivell's
int m of five(51) minutes. B. In addition to the above maintenance mainuals,provide the maintenance personnel p approval.
h
with instructions for major eq:uripmenit and s ow written evidence to-the Owner's P
2.05 RIN1G-TITE PVC PIPE 2, Pre,are a depressed water basin as wide as p ant root balls at each plant.
ire
-e pi- act that this service has been rendered. Lawn from Sod: Marathon Hybrid Fes-cue, Subrnitta�fo type and grower requI d �y, a: y via ds wlith addift onal prepared plariffing m i:x.
is of trh
F. At the coriflalu ion of a s. tem.flushing,the h ads shall be insalled and:tested for Representative at the conclu Water t in I
e rol
A� All piple Indicated on the working drawings,shall'I be Class 1160PSI:Johns-eMariville operation inacco fild'ance with under normal o erating pressure. E, for Architeci's apip roval
PVC p e with ring4ite joints.
Contractor shall verify head pressures with piot tube and adjust valve to correspond 3. Ground Covers
ar flings as d %lh 5 Ul
All rinii joints shali'll be sealed with rubb pil t le manuf ctuter. with design pressure. G: ARANTEES F Header: oardlMowstrip: See detan
-a nts ast 41"x 4"x 4 . Ground cover areas
All pipe joints shalill provide forxpanstion andcontraction. (a) Pits for flat sized pi to at te
Herbicides.
3.11 INSTALLATIO_NOF RiNG-TITE: RIPE A. The entire sprinkler syristem shall be unconditionally guarantee by Contractor G,. shall be moistened prior tplainting. No flatted liner,or potted plants
shall be planted in dry soil.
ettting of areas below
C, Thrust blocks,shall be provided as required for proper anichorae and durabit y of as tomaterial and workmanship,includiag s used must corripr y with all applicable State and Fed laws
the ring tite pipe. (Refer to Details) A. Except as may be notedin other parts of the Specifications oron,the grade for a of one(1)year following the d-ate of final accptante of the e U:.S. nmental Protection Ag
and be registered with :h ency
o : �n (b) Set plants in center of: its so that crown of plaint will be level with finished
draiwiags,i: tallatil ril of i, g-Tite pipe a d connecting sbll,!be w ork, Ow ner may exercise o,tin to withhold plat of fi nail paym-entuintil the one Herbicide control p
ing of soil,t en backfill,a d water. (Refer to s acingdetail)
U
as,furni h,ed by pipe martufactu,rel or as set forth by the year poduct/workman blir g-ararlitee has elapsed from date of final!acceptance.
outlined in manul grade after settl-
2.016 BRASS PIPE AND FITTINGS required)
Johns-Mansville Company Manal#772iiwKA. This shall include,but not be
(c) Flatted lants shall be weilkrooted wilt runners at least 4 but not more thian
rs p
te 17 it
A, Brass,pipe shall: e:80%red brass,A erican:National Standard Institu, limited:to,the installation of th pil,e at the properdepith and t e correct If within one year from the dateof corn,, letion:,settlerrient occu and
(a) Pre-eirri ency application of"Treflan 5%Gra u)es"or
rg length.
si ail be mediumbrass,screwed location of concrete thrust blocks�of adequate sizes, Contractor shall make & adjusments in pipes,valves and si rinkler heads or paving is necessary to bring
(ANSI),,Schedule 40 screwed pipe, Fittings h Il 6
p : appiled accoirding to Mal ufacturer's
1251: ound class. available the services of the manufacturer's representative at the start of the the system orpaving to the proper level of the permanient grades,con ractor,as
re Oi ;in
relco,mmr niclations a: d iricor ratedit to soil as specified. C� Trees and Vines Occurring in Lawn
installation and'during construction, part of the work under his contract,shall::make adjustments withou, extra p
cost to Owner,including the restoration of all damaged'plantingi,paving::or other (b) p
2.07 BACKFL OW PREVENTION UN:T: Post-emergence a,-p icat:ion:of"Round-up"or equivalt, 1 Trees and'vines occurring in lawn shall be planted before final preparation of
ih
9 Ou n
B. Each line shall be tested at a 1 ressurre 50:PSI: reaiter t'an the limp-rovements of any kind.Sh r Id a, y difficulties develop within the s cified
applied as s,l eicified by manufacturer, Spray with extreme care those areas.
P ct, m g pres, ure r
p
See pan for ty-e,manufaicur e: al d size. manufa urels recomi ended worki s fa a period of four(4) guarantee period,whichOwner feels may be due to inferior material and/or
t avoridcoritact with landscae plantings.
hours,with the couplings and conection exposed and:with:the center of workmanship,these difficulties shall be,Immediate[ corrected:by Contractor to
y 2. All:trees shall be Installed with bark otetion devices at their crowns.
pipe section sufficiently su� ported and filled tohold pi e in place. the satisfation of Owner at no addiional'cost to Owner,wir hin 48 hours, of
P
2.08 QUICK CIOLIPL:11111ING VALVES n (Refer to planting dtall)
written notice,includii any and all:othe dai age caused:by such defects. I I rili
RT 3 PA ir ;M ih n
A. The body of the valveshall:be red brass with a wai'll thickness,gUarantreed to Fail ure of Contractor 6 respond in a timely manner to repaii: daz aged 3. Lawn around trees shall'be installed no closer to the tree trunk tl a the width of
3.12 SPRIN"KLERS
withstand normal working pressUreof 150 1: ounds per sq-uare Och without conditions,,shall prompt owner to repair sarne and deduct costs of labor, the rootball,and shall:be mintained at this distance.
P
equipmen
leakage. Va ve sb all have a 3/4-finch female threaded open iii at base. material::and: t used from Contrato s final payment. 3.01 R-AL:P'Ri PARATION:
A. All inoz les on sprinklers shall be tightened after Installation. All sPninklers having
an adjustment stem shall be,adjusted on a laterra for the proper radilui The Owner reserves the,privilege of makiling any emergency repair without n
13, Hinge cover shall be red'brass with a rubber-lilil vin I cover bonded to itin such a A, Commence work as,direced by the Owner"sRepresentative a d conduct
diameter nd/or gat[orta ge per approval of the Owner's Representative, Cl, relieving Contractors waranity obligations. e U
's are u
manner that't becomes a permanent-type cover,yellow in color, Hinge shall be a eillations,continually to cmpir tion: Ness weather condition- rifavoralbile.
lockinr typie, All work shaill:conformto hligh standards of practie within the trade.
9 B. Sprinkler heads and risessharil be insalled according to details for final approval.
Written guarantee shall supp"ied in the completion of the project,showing 3.07 STAKING(Slee Stakin, D�eails)
9
D.
C. Quick couplers shall be installed as indicated on Plan;ad Details. date of completion Clean upa,nd remove from planting areas all existing plant materilal not removed
indiated o� the drawing-S. 1:
Spacing:of heads,shall not exceed the maximum n
B. A,
Cl. under the,general site construction clontract,:in clud Ing roots and any acumulated Stakes shall'be driven ino the ground in such a way as to millnimize damage to the ball of
no case sill t'he spacing exceed;the maximurn recommendation by the
ire
debris and rufbbish before commencing work. Legally dispose of such materials the tree,and shall be,placed so that the tree will bilow away from the stakes,except whe�
ni factulrer.
9
2 0 AUTOMATIC CONTROL VALVES,ELECTRICAL
off the site. suich placernent will:'cause damage by parked cars.
END OFSECTION
A. Valve shall:: per legend. nder d ing:
rou- Obstructions to Plant B, Form loops around trunk withl ties,and securely attach to saki Attach loose enough
3.13 VALVES
-way slightly in the wil d. (-Refer to Detail)
PLAN'T"ING so that tree can s n
B, Valve shall::be capable of being operaed in the field without electricity, at the
A� Quikcoupling valves shall be,set ai�prox[mately 12"'from walks,curbs,header 1. If underground udities,construction or sor id rock ledges are encounerredi,
controliter,by a bleeding valve. p
other locatins for lanting may be seected by the Owner's Representative.
boards,or paved areas where des[grited. Refer to tallation detail, quick p
-to� ex:- n e at no
�ay h I Mal
C, u Dia, ge to utility lines shall be ii ailred at the Contra, p 3.08 G!UYI
V I -a shall:be compleate-ly serviceable ilin t e field without removi g va ve body compleills in valve boxes, p
1.01: additinal cost to the Owner or Tenant.
%a ru
fronh the linie.
Trees 36"box size or 1: rg,er,shiall be Immediately guyed after planting wit four g ys per tree.
is -CAP
B. I requireme,
Rernote co ntri valves shall be adjusted in order that a uniform disribution of w ateir Refer to standard contract dournentsfar non-technical contractal rifts and to Dei
I rding ri is alreas,for each individual valve system. D. tect onof Existing Vegetation-,
Pro i
V:alvesh�a.11:bei:nistal�1'ediinash;ru�ba:reawh.ene've�rpossi:b'ean!dlnsta-i,1',edacco1 appliedbythas nklerhead tothept conditions.
M Z
-tructon detail.
to con
1, If lawns have been established prior toPlanting ope-ri ii the surrounding 3.09 PRUNING:
1.012 SGOPE manner that will'protect turf areas before excavations 02
2.10 GATE VALVES 3.14 VALVE BOXES urf shall be covered in a
begin.
A. Work included: All labor and mderl Is,,appl a nces,tools,equi pme nt, Pruning of nursery stock shall:not be done prior to:delivery, Plants and trees shall only be pruned for 41,ro Al, r1a ices nieces I Approved gate val"Ves,shall be Nliboo T-1 13 or Hammond 6 6-32 with bronze turning handles. Valve boxes shall;be set one inch(1 above the des ignated finish grade in lawn areas facilities,trainspo tion,and servi sary for and incidental to health or struictura reasons,inciluding the need to eliminate diseased,damaged,or strulaturl unso nd 0 C,
e inches(3)abve finish:grade in ground cover areas. performing all operations in connection with furnishing,delivery,and le u tu E, Storage: Sto� lants and materials on the p ect site,and ensure that they are growth, Pruning shall be performed according:to ANSI A-300 or Intirnational Society of A ic I
Size andlocation shall be a indicated on Plan. and thire r0i
:s
-plete,as shown:on the drawings and/olir protected from damge by sun,rain,wind,thi vani m,and contruction work. ii no
installation of"Land' com sta ridard unde r su pervi s of f a qualified arborist approved,by-the Landscape Architect. LEAVE
M N
2.11 VALVE BOXES B. Valve boxes inst 'ed near walks,cuirbis,heade rbards,and pl ng shall not abut specified heflein, Work includes,but is not limited to the following: Water plants regularly. OPEN WOUNDS TO AIR-DRY-DO NOT USE ANY FOR! OF"TREE PAI� T"OR WOUllillilD SEALER.
a d
those items. To; surfaces sh 11 be flus with,an perpendicular to,items listed aove,
All remote con:roil valves gate valves,and pressure relief vallvies shall be installed in suitable valve
in
Provide the fine grail g in all areas to be planted.
boxes as shown in details,complete wth locking covers. All shall bel"Christlie",or an approved equal.
i i 11N ROGIRIESS
in 3.10 MULCHING:
I nstall:tags, cl, Valve boxes s all be installed'in shrub planters,not i: trf areas whenever possible, 2, Furnish and apply weed control:to all planting areas. 3.0,2 JNSIPEICT[ON OF WORK P
unless otherwise approved'.
3. A, Installations and operations in progress must be approved at various stages by A� All planting areas(except as noted)shall be mulched(top dressed)with a minimurn
2 12 AU T OMATIC CONTROL LE R Preparation of soil:In all planting areas per soils anallys-is.
a rd rfarce
the Owners authorized Representative. of 2"depth layer of wood fiber Material. Remove mulch failing on h li
3.115 AUTOMATIC CONTROLLER LOCATION'AND INSTALLAT110N 4, Furn is and iinsliall all pla n:t mate ria�s. areas. .
X Th er Automatic Sprinkler Controller shall be as noted in the legend. In no event shall the Contractor proceed one state to:another of the work,
ul p�
A. The automatic controller shall beinstalled at the a: location shown on the witho� t al of the Own- r':s authorize:Representative.
5. Stake trees-. approv 3.11 CLEAN-U:
B, All wi ring to and from the controller shall th roghl color colded plugs and:sockets
Plan,unless otherw Ie Instructed by the Owr Cipresentative.
The cointroller shalbe looking,,weather-plroof type,constructed of heavy gauge
u
C. The Contractor mustnotify the Owne's a thorized:Representative for
rrosion resistant enamel finish inside and outi, e
h e n-ce in co- in : ectons of the followi g stag:es of wo k: a ne� t and:clean condition.
rinct ng the 100 volit
steel with co; all take preced 6. Furnish and Install sodded lawn. A. During the course of the work and at Its conlusin,rernov surface material from the
13� All and!ot er applicble,codes s:
P
site and leave the premises in a
efectdcal service to the controller. Owner shall provide power to controller, Irrigation
H
2.13 ELECTRICAL,: IIGIH VOLTAGE 7. Furnish a:d install red ood h� adeir board.
Contractor shall corn lete hookiiiilupto controller.
p 1. When:all:grading within planting areas has been cornpleted. B. Remove ail tags,labels,nurisery stakes and ties from all plants.
A. Power to and connection to the automatic controller shall be provided by the 8, Furnish and apply bark mulch.
C. There,shall be adequate coverage of earth(18 mini unill over the 24-volt control
Owner. 2, Whr n all:!plants are ie ady to be,di e livered at the nu rse ry o r when
wire.Bundle and tape wires at 15'O,C,and install adjacent to mainline, 312 R OTECTIION
plants have been delivered':to the silte a: d prior to any panting.
9, Pruning of nursery stock.
I el' effical equip(men M P irp ------
e
B. All outside of buildings shall be Ne,� 3 try e,wate roof for
n
such insallation, 3. Wher all'i trees and shrubs have been sp h t,
0 10, Maintenance of al' plantings until end of rin interiance period and acceptance. otted on t le site where Contractor shall carefully and:continuousy protect all:areas included in the Contrac
3.11:6 COINTR L WIRE a
on thedrawings.
s plant materia fences,supports,publi safety,etc.,until finial acceptance of the work by th
Refer
C. All high voltage work shall be 1:stalled under this sect, to Wiring,Low Ow nil Re resentaive.
A. All elctricallequipment and wirling shall comply with local and state codes and be 11� Guara: tee of materials and workmanship, p
Voltage for additional information. 4, When all tree and srub pits havebeen excavated after water has
installed by those skilled and licensed in the trade. CITY
leached out of the pits.
DESCRIPTION OF REVISION DA E
APPROVED.
2.14 WIRIIN LOW VO: TAG!E & Connecting::and splicing of wirie at the,valves or in the field shall be made usi - Rain r r
9 B. Related work specified'ulnide otbel contracts(copies available from the 5. When weed germintion and reoval is complete,and seedbed is
A, Connections betwen the controllerand remote controll valves shall be made with Bird:Pen-Tite connectors.
Owner'). prepared but prior to installation of seed,.
u
c1irect:b rial AWG-UF type wire,installed In accordaii with vlve:rna lufacturer's,
Concrete sidewalks ad curbs,
C. Th; le(T)feet Join: Pig-Tail wire slices,s hall;be allowed only at 1500 ft,intervals
'ficatoi Wiecoor: b[aGk:orcolo�rGod��ed:fo�rco�ntrol,wh�it�ef�orgro,u:nd:. 9
sped
The wire spl ices shall::be enclosed in an RCV Box wi'hl cover stenciled"'E8"in yellow.
3.03 FINE GRAD-N
13, 2. Asphalt paving,
ire
Slizing of wi: shall be according to manufacturer reorn,mandations,in no case fess
p rt re :h C it, I than#14 in size. 3. X The ContrActor shal irn, a as requil d. T:e: on,ractor's be shal' te the
Rough grading.
3.17 BACKFILO W P R_ E VE T ION UNITS total in--place cost of required ilmport. No additional charge,s will be allowed.
iP:R D
4, Electrical.
and Detail's.
2�15 SMAL: SH' Y S: INKLIERHEA: S A� The bacflow prevention units shall e installed;as slim n on Pr & The soll:shall not The worked'when moisture content is sol gri that excessive
A 91968
Backfiow prevention unr EAST AVE TR' C T I
See irrigation plan legend for manufacturer and model aurnbers. shall be installed per 1, cal codes including certification, ly
corn,-action will or r,nor when it is sol diry that dust will form,or clods not read;!!
n
0 p
C. Ve�ificti) n of: lant Qual fifies: Quantities given for plant materials are shown
break up:,
for convenience only, The Contra-ictor shall provide all plants show,n on the
M. ai�eas W
3.18 FLUSHING THE SYSTI:E I plains. C. The Contractor slill responsible for dust control in ithin the scope of this
LANDISCAP M.A1NT,._.._N.ANCE :.... STl 1( T
contract.
ers are In
After all new sprinkler piple lin- s- a-lnd ni- 11 place and connected,all necessary diversion work EART 2-AM TER
3.01 GENERAL
E
RNER D RIV:
,P,
has been Gorm, leted,and prior to installation of sprinklr hea the con�rot valves shall be opened D� Rip in two drections to the depth of 12"on all areas upon which fill will be.placed.
S: UTREAST C01: 0', EAST AVENUE & FISH: R
ln
A. Materias shall be of first quality and of domestic manufacturer unless otherw ise and a full: of waerused o flush out the system for a,minimum of 5 nii es, Sprinkler heads 2.01 MATERIALS-
noted. shall be i stalled only after flusihing of the systern has been accornplished to the complete -grade requiremets shall allow--.for soil amendments, Coordinate with
If requesed,samples of soils additives and plants shiall be submitted:for inspection and'stored on the
;
safi ction of the Owneirs Repre ritative, E, G1 rieral Contractor,
n
Orr ot';% directed'by the Owner's Representative, A copy of derl"'Itiveryslip on all!rinterias used on project shall
B. �a ud site until fu rnri' hirl of:Material is complted, Delivery may begin ur�o) approval of samples,,or as Bring to the attention of the Owner's authoriz S: E N!S
Coordinate the insallation of all sprinkler materials,Ind,i ing:ipe,with the
I nd'scape drawings,to aoid interfering with the tr e-es,shrubs, her planting. 3.19 ADJUST1,NG THE SYSTEM --,el Representative all soil in plantring IRRIGATION & PLANTING 'CIFICATIO
� c
be forwarded to:the Owner"s Representtive. S bst"Itutiins in any material will not be permitted unt
R areas that contain any deleterious substances such as,oil, coa rte,specifically app�rove_d in writing by the Owners Re resenitative.
C, p gasoline,piairiltsisolvents,etc_ Upon the approval of the Owne's authorized
For purposed of legibility,sprinkler lin, s are essentially diagrarillnmtic. Althugh A. Ad'"ust the valves and alig :mlent andcoverage of all sprinkler heads, If it is
e
11 - d s ve of
size aind location:of sprillikler equipment are drawn to scale wh never possible, Representative,remove and dispose of all above mienfiolne oil to the le
determinled that adjustments in-the irrigationl uipment or nozzle changes will A. Soil and Soil Amendments: APPROVED BYe DATE, 1:011%11,401
make:se of all data in all of the contract documents and verify this information at dryness in:the affected aiii The affected soil shalbe replaced with native soil], If
Provide proper and more adequate,coverage,make all necessary Ghlanges or make
0
construction site. 'the Contractor falls,to notify Owner's authorized Re, resentative of the
,P
11 P C arrangements with t; e miarlivacurelr to have adjust ents made,prior to any Fertlizer for soil t,on Ing and Mai ntenace shall]bear the ITY ENGINEER R; EN:
lainfing. These changes or adjustments shall be made without additinal coi to a5bove-imenfioned soil,the Con ractor s all be�resi nslibie for any damage to
p manufacturers gi aranteed analysis,and shallbe as recommended:In the D. All wwork called for on the drawings by notes shall be furnished and'Installed whether i nst
1 , ,Ile su stiancers.
the Owner, requiredsois lboratory report, d plants caused'by s ch b
0 n RECOMME. ED
not specifically mentior ed iin the specifications. DESIGN e
'ESIGN GI R UP
to the Contractr. e
n to be landscapd is not acce e shall notify thl C
13, The entire system s ll be operai, g p, prly before any planting operatins If an area h ARC 6A
E. Doi not willfully instll the sprinklr sysern as indicated an the drawings when it i's G� Owner's Re presentative.
ECTU E
commence. LANDSCAPE ARCH11T
b differences exist,that might
obvious in the,field thfa, unknown o struti,6 s,or grade GPD
SITEPLANNING
not have been considered in the engineering oif discrepancies in construction Finish grade all' plan,Ing areas to a smo th and even conditions,making certain
R EMA� K STRE T
All such obstructions or that no water pold-kesor irregulanilerrfain. Remove al d dispose of all foreign 10,221-A Ti AD
detai s,legend,or spel notes- are discove H n
DRAWN SHEET
10
% 1� n s over one i RAN,CH CU�CAMONGX:CA 9!1:730
dis,crepala ies should be brought to the attentionof the,Cwl ersilk-epre enative. lin materials,,clods and rocks: rifoh in diameter with:n is x inches of the surface
e Contractr:must assume fu,, [Ifty f
'Ih the event t is is not done,ti so that,a1er conditions and planting,the fi sb g de:n shrub and in groundcove
(909)484-28010 FAX. (9091)484�2802
e ERS, N.
i s in
revisions necessary, Before any work corrifn aces,confer wii hi the Owner's areas is 3"below-the to of all curbi ai d 1 bellow the top of all war ks JCC WFACTP Ol DAVID POWELL 10 , OF 10
Representative regarding general details of work of this contract. C
2834
RLA N10. DRAW
1NG N
AMP
10/5/116 1558 1 L
JRC DATE JOB No PROjECT Sheet No:. L-4.2 of Tolillllll�