HomeMy WebLinkAbout2255-L Osamu= "'Now
'.M =WOMEN=_wwMww_` sm smommomom DEVELOPER/OWNER
A&
NORTHTOWN HOUSING DEVELOPMENT CORPORATION
PLANS
CTURAL 8599 HAVEN AVE
N n CAPE ARCHITE
LA Emmmw 5
SUITE
RANCHO $
CONTACT: CA 9173uTEL (909) 980-0465
FAX (909) 481 -7555
FO THILL BLVD STREET MEDIAN
PAUL HERNANDEZ
FROM CORNWALL AVENUE TO EAST AVENUE
"IF-IT
AU
M"- RIUT Noe
C."
LANDSCAPE MAINTENAN DINIT 9
SHEET INDEX
low
GENERAL NOTES
VICINITY MAP GENERAL NOTES:
1. THESE NOTES SHALL BE USED 1N CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE
CITY.
TITLE SHEET
LI 2CONSTRUCT
AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. WORKS CONSTRUCTION. ION PLAN
3. ALL WORK L-2
SHALL E PERFORMED ACCORDING TO THE CURRENT CITY STANDARDS,C D STANDARDS AND STANDARD SPECIFICATIONS FOR PUBL INSURANCE AS
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORK N'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INS
STRUCTION DETAILS
REQUIRED BY LAW. -3
5. CHECK FOR EXISTING UTILITY L ATIONS PRIOR R TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-8x0-422-4133 Q WORKING
10 LA
DAYS PRIOR TO CONSTRUCTION.
IR I
. WALL FOOTINGS AND REINFORCING
SHALL NOT E LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED0 t2AILZ5
BY THE CITY ENGINEER.
7. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2 WIDE
FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF
go% A A
SLOPE.
R THAT
L-6 FLANTIN wmr&L & N
. UPON COMPLETION OF INSTALLATION, N NCE PEI
ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROMCONCLUDE ONLY AFTER VERIFICATION OF ESTABLISHMENT IS0 P'L A N T I NGN DE"41'"AlLo
ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLYTHEAL 6AaNDAYS)IH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE
YS AS NECESSARY FOR PROPER MOWING,
L-7
LEAF-OUT,FALL COLOR,FLOWER COL( OVERALL PLANT HEALTH, UCH AND APPLYING S,
WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE ENT C`EANIN AND(ADJUST NG NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD
rm% wwwftl " E` IFI '0%ATI`%N^
CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT, rimiGATI`N A U u 0 u ti la U E09ft,
WORKING ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
,0-%, go% &40% avmft " �- L; UNb
9. L-8 '000% EA
APPLLGAT
ION OF ANY CHEMICALS SHALL.BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. I N I
CONCRETE A NU FLA `INu ti F U
L-9
ia.
PROJECT AREA CALSENSE EQUIPMENT SHALL B INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 76a-4 525.
CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8'WIDE X 6'DEEP CONCRETE H DERS
®
BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8'WIDE X 6'DEEP CONCRETE HEADERS
®
BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6'WIDE X 6'DEEP CONCRETE HEADERS
BEN TH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6'WIDE X 6'DEEP CONCRETE HEADERS
FOOTHILL BLVD
........ "TEr"
- -------- AL
w EL'O4;LAI MED .,,
< Ill w
> >
WAT ENtl i N
- r
>- "s
0 z Ill ca1.
ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE AND MARKED RECYCLED WATER
z CO-) (f) 0 co < r
F _j 2, ALL VALVE BOXES MUST E PURPLE AND MARKED RECYCLED WATER,THE COMPLETE BOX TOP AND BOTTOM SHALL E PURPLE
S AND ALL
.� 3. ALL SHUT OFF VALVES,
CONTROL VALVES,REGULATOR VALVES,SPRINKLER HEAD CAPS,SPRINKLER RISERS,NIE AND IN SPANISH ONT HE OTHER SIDE,
RECYCLED WATER MATERIALS MUST BE MARKED OR TAGGED RECYCLED WATER DO NOT DRINK'ON
4, CVWD MUST INSPECT ALL RECYCLED WATER PIPIING BEFORE IT CAN BE BURIED.
5. IRRIGATION CONTRACTOR SHALL SUPPLY AS-BUILT ON COMPLETION OF IRRIGATION INSTALLATION,
6. GVytD WILL SUPPLY LY RECYCLED WATER DO NOT DRINK SIGNS.
7. QUICK COUPLERS TO BE ACME THREAD TYPE AND MARKED RECYCLED WATER.
8
QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. UUNZ5 U L I ARNTz) CIVIL, ENGINEER:
-0 ILL Y M AINTENANUO' - 9.
A QLUTELY NO HOSE BIB OF ANY KIND SHALL E INSTALLED ON RECYC'_. J WATER PIPING. TECT"
E
8
TER IRRIGATION,INSTALL TEMPORARY RP BACKFLOW DEVICE ON LANDSCAPE 2UNE DIERC VWD
14. PRIOR TO TURN ON AND APPROVAL OF RECYCLED WA
NG#111 WITH A STRAINER UPSTREAM OF BACKFLOW AND A ACME THREAD QUICK COUPLER FOR RECYCLED WATER � ` DAN GUERRA
STD.DRAWL I
STREAMOF LAST ELBOW,IN A PURPLE VALVE BOX MARKED RECYCLED WATER. J.
TICAL DISTANCE SHALL [ ARCHITECTS AN GU RAA ASSOCIATES
BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES SHALL BE 10FT AND THE VER (TAS 10271- A T
11. THE HORIZONTAL DISTANCE B 439 RITE OAK
BE 1FT. PIPE TWICE DIA. RANCHO CUCA CONGA C 17
PIPE RECYCLED LINE MUST BE SLEEVED W/SOH 40 PVC PURPLE 1 1- Trademark Street ITE 1J TEL ( [� ) 7-430
12. !F A RECYCLED WATER LINE GROSSES OVER ADMESTITPIPE.TER Rancho Cucamonga � 7 AHC( CUCA A l? T
OF PIPE AND EXTEND FT ON BOTH SIDES O
OF 1OFT LAMS TO GVWD WITH THESE GENERAL NOTES ON THE TITLE PAGE,AND ALSO SHOWING A Tel ( ) TEL
MINIMUM OF E � Q-1 1
13. SUBMIT 1 1 T S IRRIGATION
EPARA ION FROM{RR GATION O POTABLE SERVICES. Fax ) FAX ( ) 4�-J 14�
14, TYPE K COPPER OR BRASS
PIPE FROM METER TO 3FT PAST PROPERTY LINE WITH PRESSURE REGULATOR(IF REQUIRED)AND ACME THREAD
QUICK COUPLER INSTALLED. Richard KrumWlede
`
15. NO LOOPED IRRIGATIONSYSTEMS SHALL E PERMITTED,ONE SERVICE PER SYSTEM, CA Lic. #2834 AZ Lic. # 29115
1 . PRESSURE TEST REQUIRED O ALL IRRIGATION MAIN LINES. ,. NV LIG.
ES AND BENCHES SHALL NOT E CONSTRUCTED I AREAS WHERE OVERSPAY FROM RECYCLED WATER
OnwBoomm
REFER TO SHEETzp 17. DRINKING FOUNTAINS,PICNIC TAL
L-29 L-4 & L-6COULD COME IN CONTACT WITH THEM.
18. DECORATIVE WATER FOUNTAINS SHALL US
E POTABLE WATER,SUBMIT DRAWINGS SHOWING POTABLE Lii�ES TO ALL FOUNTAINS,ALSO PLANSCA
SHALL SHOW ALL DRINKING AND DECORATIVE FOUNTAINS,EATING AREAS AND SEATING AREAS.
19. PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF RECYCLED WATER IRRIGATION. f
IT
DESCRIPTION OF REVISION ATE PROVED
s k „ 9aMisION PRACTICES SHALL ADHERE TO CVWD AND
NT AND INSTALLAT
............. _ �.. .......a�.,_.r.�. �::..... IRRIGATION EQUIPME
OIL- ' VC
fm -
sn
of �:_. 4` t .. ..., Ir S fANDARD DRAWINGS AND SPECIFICATIONS
ALL ER
s__
ONG
ITYq `'� 7
THE C
&MOM RANCN �
el�ly gorr,
ILL BOULEVARDENUE TO EAST rte,
AVENUENTITIEZ03 OWN U FOOTHILL BLVD MEDIAN
r"CAPE e%uA
LANUZ5
FOOTHILL Qjy. SIZE
> TITLE SHEET
L L rt c s
TOTAL SQUARE FOOTAGE
TO 9,427 SF
TOTAL ACRES .21 Acres
AppROVEDBY- RCE
53672
MEMN
Irrigation area 5,450 SF SCARFCITY •
9 3,241 S F e u m 9 RECO ED
Paver area 8 EAGROUP
Concrete bollards 144 LF �, w® �' �'� tDESIGN
Stainless steel cable I P CHECK T
VI I 7f7fQ9 w� ," � � PSD LANDSCAPE ARCHITECTURE
v SITE PLANNING BEET
478 SF � � DRAWN 10221-A TRADEMARK STREET S
Natural color concrete 258 SF signature RANCHO CUCAMONGA,CA 91730
Paver area (909)484 -2800 FAX: (909)484--2802 OF 8 EA �-�,_1
Concrete bollards 202 LF
Lp Dace ♦ RLA NQ, 4' DRAWING N4.
Stainless steel cable O►
CHEC
r� t,`� A.� 1013/ 30B No. _ 3-
5 2 2 55
r �e F C '
Lagerstroemia indica'Muskogee' CrapeMyrtle 15 EA 24 BOX
Pinus CanarienSEs Canary Island Pine 5
EA 15 GALLON PROJECT Sheet ®.
I
I I �
�
451-011
C)
CD
L 134'-O" VERIFY IN FIELD---- f__ IN 18"CLEAR BBWEEN 4-
� : k " p cr)
I
"I t, I m
, �
�: I .1 �`, ,, .
I ,� 11 , �_ 501
" 11 0 -011
,
I �1� , 221-611 221-611 _� BACK OF MEDIAN CURB AND EDGE OF BOLLARD CL I �
� I i , , ; 4 9 1 1 1
m CC 11 11 tl'll BOLLARD TO BE T-0"CLR ,� �11" . � -
I I
,
� 1� I ;, 11 � � � ,
I 1, 1 121-011 1-011 -011i, -0 . < m
_-1 4 " -- - -__-,---.,,----- --- ,
. I . 4 , �
a- I� I I , � , it TYP .
1 00 ;� ': 4 9 OF EXISTING GAS LINE � , to ,61 61 121 ALIGN 11 I F- 4'-O
0; 1 , 11 I " _% i co �
! QIX11,1! i; : I ��
__ ! '� ��
INN 1, T��s! kx�4,X�4N,X�4,NINX�k4xl�%�%��IIXXX�x4x!,X%k4xN%x xxxxxxkx ,lows'.N 1 1 1% 'N i I --4 N
--, — — `4 .1 Qxx %. INNINW-MM
LIMIT OF WORK .-� " LIMIT OF WORK
,
, �
, � � '11,
— 11 I TL_x x-m—N, �� — a i , —
--------_____-,, I 0.!I'll 00;I'll 1111 I'll I'll I'll iiii I I "I iii"I"I"I;;;iii�����iii a. ! � I - -_ - I ; -------A-- I I 11 , 1
90+00 1 , :1 ��, 91+00 � 1, I I I I
I I LL
� I I
�
� P.A. '11; I," ` c , 1 ',)2+00 � : 93 00
— — � i 1
__ — —.— - — —1 - — -, 1. !_ ---I — — I— � I � - I (� . . -11 I — I I I I P.A. 0 P.A.
- ,, — .--------.-.,—' — I 1 45 �
� t, ,, __-_� — — -
I
I
I — I , — — I � I — -,--,- i_____j — — I — I , ' '" ''" I I�.� w
I I _____T_ — I 11 I ,[ � ,, t � —
I
,
�?" I . �7 �, I I . , ( , . I
- - , , I � � I
�, I , � I I I I i I I .j
I
1, � I - " I I I I I .� I , � t � 0
1 ,
. �1` "i �
I - � � I - I I � � I 11�� I I I ,,',"' �Iw. I I I .. - i � � I I . I I � �� I — _.
.�, ", 11� �7 � — . -1 � I 4 � � I I I � � � 1 - 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 � 1� '. , ,��, 1,I A I m___ ____ _.
!,%,V,%%%\%\,%%X%%\X\%%%%%%%%%k%Mi . �_ �.�,U-..�'&��'. _.%�h7.mI.&1 I- -, VAI 1 1 1 = k N 3:
& �.
11
FN-%—%-4—, = , I ,�, , � " "I"," I , �
, CL 1, v �, x"', N = CL
, ,
' �, , � 11, , , 0
11 �, , ,
,
4 ` (D--J ,,�' ,:1, "" � I , , " LIMIT OF WORK 00 >_
: - � �14 IT— ,�,�'_, ' "" �,.", -, " I � Irn IT-
� ., 0c, r ��' ,�,` CUB ,, I , "";,, ", ,",':"`,�,,��',',�', ._,"," , :,," w I I F_
. Ir 1 / �� ,�� ,x, "t-t-,",� :" .,�"�,,',,,,,��/ - ,�I 0 �, �t, I —i
,
11 , I
,
�I � � ,�, , , "'. ,
�� . (D 1�: /',"", , , , ,�,� � �
- I � " .1"I ''I" I , I ,
� �1 1 , ,�, ,��, ,,,, ", A` I
.1 I .1, ,�, 1, , , I ,
- t, �11 I 14 0 1 _�,� �'x 1, < , _ 0 11 �1 9 1
� 1? .-, - ", �_ ,1 11 I I �� � 1,
.� I I
, t" I ", t I
jt� 1, 1�', ,,_1 " 11- , -11 "I
I,' ,6 w �,�;�,,;��:�"",-j �,"�,':, ':,,.�', �" w
� m w
" I , , ,
�1� �t-, S , .11�1,,,11 ,11 1, "�,��",�, " . , I r I �
I." _i� I I�.11 -t', I- I�', , -, �, ,_ ," ,11 � � m
I& h 8 t'.,�-I'6 8 ,I 1, ;z " , "\'),��,,,�%,�, , N" , ,"�: , ;z
Aff ,� I, , �,,, ,� � -- 11 I ,,�"",""�""."",-,,.- , 11 "I
,:-, .":,"',�,". ,;",:," �,, I � " \ I
,.",,e , �'", ",,�,,�, " ,,,:,"(��,>,," ,,v I
t �z,�" ,",,� C) , ,, "t ,,,-, ,, 0 I
I q ,�1, ��I 11
� "�,I�',�', ,�" ":,�� � ,, , ", � C� ,"I,11"�11; ",,I ,�', �11
I� I -,� ", i , I
,, I � ,,,,,; I'll> :D �, \
,� .." - �,-, -�,�`,,," � ,, � �" -�,,,," I",11"',/, \
�� I I D , , ,,, , � - �>, " .11,�'
FOOTH' ILL ' ,", i!,, �,"�� < �,,,',,�,,,,",����"",.,�,��,���,�"";,,/ � �. , -1, ,� ---An
,- 1. I I " \ ___........._
�.: 11 1 r - � ", , I,I' Sk I I i� - :,�,�,,,,,,,"":,,\,""�,",,"� < I I \ _______. ----a
"I �I 11 1. ","'-,,'x��'�';�,t,,,>��,1.'11, ." 'I'll,, , -� - " , ", I
,
I , I , �''.I—
aI 0 B 1� �11 -1i I'll ,,,:�-�,,-�����',,�'�,',,�-,',��',,�,"�,", /,��, ,�tt" ,,,, �'�, I \ I'll,... w
I " / , , �,` .1 ,_/, , ,\ . � - I (/)
� I I � �� . ",, ,"" , ", ,�,"'',�,,,�, , , __11.
1, - -'XI , I I 1,
"I I -1
'I'll �:, I" 1,%, t<"-,",�'" , ,,��,,, , �11"",_"', , � I, � ,_ 11_-1111-1-1-111 I-11.---1-_-1_-
- 11" `� t,��:"/, I "I -- - , � "I "
;� "x>, ,� ,,,� "" , I
B 0 mum L E Vo A OF'm"I D v - "� / ' '. , _�,, "I",, 1.11�, "I , , " \ -1-1,
�, 1, , 1�' I, , ,
"I �� 2 , � 11 �"I" . , I .,`,/'� " __1111",
n , ,, �11 "Ill" ,", , , _', , <,--�',<'\x\ ,� " , t", .� ".,
.1 I I I, I 'I"il�, " , ", I
1� - I � � �����,�/""".,�.,�,,�,�-"""�� , , 1�'1111'11"��X,,_ " ,.... __ ___�"I'll" I
��� \ .1 " 11
I 1 � 11 "I I " . , " -1 0
1 �, �. '� ", 'I/,.,- --,�,11 �I " I_ � - "" ,/ I I" I 'I ', "I-
� "_ I , I ""', r,:,,� ��<,, _� "" � , - -r, 11rj ,
.1 � , - : 1, ,I , � " t" I 1, r'. , 1`t_N_\, t, 1_(�) I I \ ""', � -,_.,__"-11 1,I
" ��`, �Y -,", 'X��,, " , .,,�". , �,,,,, , oil , I \,\ _ 1111- -1-11...
" 11 " , /I,I%" � 'I";�, ,,,,I I 1'��."I 111\ -11 I",",I - 11 __....-.1,
�,, "I � ,� - ", ,� ,V 1 15 ' ", ,�,, ,� x /I , , I \, , � �"" I ,,,�,". -111 ,----11 -
� I � ,,, " il , /,\ r ,1 11 11, /,,,, I I " , 11 ___,
I I .. -" . " I � � I-
;� ` �,,,, "? , �� � ;,", I , '' <
I � I I 1� , � ", " p / ., " , �, � " I .
I .1 I,- " , � \ \ ,,, . 1, ,�,_ I ." " �, 11 - - -_-
I _ J/ -1 _1 '. I I ,�`,,,, ,,, 1, ,,,,,�,�, . 10 � LIMI OF WORK , 1% __ , -
1� It 11 � ' 4�', 1 , , ", - __ , _11-
I I �,�' I -1-
, , q ,, , ,, __
- L_', I � isli; &vq;s�� ,_ � " ," ' -
I- I - � I , ' - �. . . . . . . , I / !V W - MN�-- 1;.2'. �� "R,_ ..", �� 'Q� t,�, L"' ."',-, m
___ ,� '1� " ', ', " _,., ,e ,` �` ," "', ,I '1� I" _', "I, / e, 1� A� 1, ,� " " ,i�,� �', �', " ,� I - ,� , , = I IN\ \ __T_ -2-1 N11- - ,,,�. 11", .�,�. 1. - I I
� , ", �,. ,,, �". ,,' ,.,," ,,,r'," /,,,_��," � � , , � � � ,.. , � , , , � ,.�i, � I . I " I" � " ." � ,� / 11 .- I .1 �, 1� 1� .- el"11 , 17P 1141... �' - _ w
� 11 . , ,. , 11 � . �, , � 1,1-1 — == - --- I . :1 I�,�� , , ��. - , - --- - - _____..- �
1. , , �� �� , � � � -, " , -, - ' '. " ;x " .,. 1, , .., �1. �� I � . . . . �, ._ . , " " , "I ,, ." , " "� ,� "l � , �,� ,1 I I I A= . . 77- , - _ _ - �� �� ��,_, ,''..-�;, ,.- ,�� 1� ,` ,� ,,�,� 1� ,.;7--.11 ,,""', '. .,� ,� " �,, ", , ', - I i
I , , , " , , � , , , , " �� � �
�
�
" " " �, " ,� .� I, " , " , , , , I ` ,�;16;�, � �, " , 1, , '. , � , ,, ,� t; " , ,� �. ," � � " .. , " ., �, � , , , , �� , , , . MLW�p - , 0- - , , "" ., , , , � , _,���, , "�� � I
I .1 I � 1, � �
" , �, �, , , , I ,�� ,1 "I ", ,� " , � . �, � 1, ,� " �, "� ", " . '. � �� �, � �, I ,- ",�,� " " ,. ,. �� � I " �, I I I 1 1 I � �, �.. �.'' �, ., '. I � ,�
," " " . , � , , ", ,�,� I � , . I � � � I I I "
I � � , � - 1 . , , � � , , __ � - , �, � � ,� ,
,
,
, 11 ,
, , , . , � , , � , , '' , � � , ,
I � , -
, �
�
�
I �
� I �1, 1, �� , . , , , ". , � � I ', I ", � , , � I , � I , � , , I Z
� . ' *1 � :��_��,� . , * "" "' � �, "I I I I ,� " " " 11.1k"I,",."I
, , I , � - I � , " � , ,� I I I I - - � , , ,.?� , , , �, , I I , - �i, I � , ',,� ,'��",�"`�' I ,� , 1, I �, - ,.11 I ,
, � ,
I � , , I , � I � , . � � , , � � �, � , I I I I � � , " , � � , I I
� , I � , � � I
, , . ,
, � , , ,
, , " ,� , , I I , " �,
," �.�,, .11 , �, " I w � , , ,'� ", I '.,�,��" � I " ,., , - - , ` , I '. - I "I 11 1� � � " , ,,� " �' " ,� ,I ta, %.14 . f - A 11 - � � , ,� , � ,,, �, , ," , � � I `:�,O'. "
, I , ., , , , " , . �e �, ,� 1, 1� �, � � .1 , - , � I , , , � , , 1 1;,N� �, - �
, "
� � � t, , I � " �� , ", �, , � I ` " , I �� I I I , I , �
� �
, , �, , �. , , , . , I I " � , � �, , 11 11 � I I , � .� " ,,',', � �,"I',,�,_�" ,��:��,� ,1 " ', ,�I", ,1 ,� ,Na:� " ,.� � �"I',I"�',""I�,',�,."'11.�,,��.,�.�"li,i",�,00.,"",.1 .1 .
, I I I I I , I I., ,, " .1, , 1, -, _,, "I- �� " 'I "" ��,�, "I""I,",. "a, F,,-;---"-,
" � I I , ." ' " �
�
, , " �I I , � , I � , V" " (I=11 , , , ," - -" , �,�. , , , I ell, I , ""� "' -'� ' � , � - 1 - , I ., "..
I I ,�� " , I I �, " I ,1 11 ,�, , '. ,�
" .1 ,� -,, , , , , . , --- , " .0, �,�";" ", �,� , � � ,".rl�" ��," �� , �,,-�,�- _j
� , I . � s�:, , � �� . " , I
" I 1 ', ,_ , ", .1� .� ',,� - I "_� .1 I "I ,,.��'., , " , , I , '1� � ." .,- ., " ,,r ,,� ", ./ _� I., �tl ".1 1,�� '. .r.""'.1 " � ,� ,�,,� I
I " ,., " - , , t� , .. '. '. " , �, -, � �.� .1� " ''I I I I � , , - �, , � 11 " , I- .
, � I I .. ,
- � I , , I , � " I ",��,J"'t, �, , �,"' , ,, ,,,� -- `�:,�`, -�,` ""' I W, k "' , , �,�� � " ,. I � , '11",�
, , , , � , : , , " , � , � I , � . " I , , - I - I,/ �. ", ��, " , ,� , ." m , ��,� --,��,�','�' ', .r,�
.j w ,,� "I , ", e, . . .1 11"","'"', ,.,,./'/`,.1'��, ��'"I,,:1,I", ",e��, �� ,� ,� ,� , , " 1 �� �r�_, ...,-It",I_,1 � � I , , a I , ", � I 0
. " - - � I 1 , t", , -, "' " ', " " , � � , , I " , "I""�' ,� , ', . .n I .".14"* I , 1 :, � ,
� . I I I -
,'F-�t7t , -, , , ��', ,�� ,�,,� "�. .�4, _� I "" , ", ,t I , � , � , � 1, .4 ", -R I I "I �
, ,-L! .�"r,,,,,,�, " , , , " , , Z6 � , I � � .TYP - , . -1 0 , � " �, , .,
—j Z) , -, � �(-,, e" "', - � ,�� �', ", ,_ , - �� 41 ,,p, I I IMI � ", '', ,:. ,, ,,� "� ',, "
_",",
,11,-,,,,�,,-��',- ,�� � 11� �, , . 11 -� , - -, t�) , 11) � I , P
31- I � " � I ". . , , � -1 `17 ,,,I -1 11— � ��I " "� , , �
- �_,' . � � I � - , � , , " .� �', � 11 � I I I �� 1, ,,' � . � I "I ' " � � , , " , , ,
.— ., , , , , I � , , � �, "� . , � " ,� .1 � , 1� ', , , -
— , '.I", 4, � � , I'll . . .� ,� I- .1 ` 'r " I� " �11 1, 1�''/�'�"' ", `�,.,, '' "�, , " '. , , , ,-, ., , , , , " � , , ��,
I� �11.�� ,, �.,�.,",1'�', ,� �17.1,�11 j",'I-,",.""�"�11,��. ""I.IJ.", I --n " I . I � � I I lx_4 �) Y.:1 I -, ��I,�'t,- ,,�,�, " I I I"I " , ,, " , � I , , " "'. " " ",��,_"1,," " � �I � I I
-11 " � .1 ,. " I - ,, ,� " .� ,� , 1 � 1, I �', I , " " It" I I I . , . I I, . I , 1�, -, " " '. � , , �� �, 11 1, ,
� I 1 . , � � �
, , , ,� �, . , ,�:��,� '� , � , , , . L__� . 1 4 , '.11,�,-*'"I" I" 11 � .1 ,, , � " , � �''I � 11� - , 1� ",1,,'. I ,� ,'. �, -1 " �. ,1 ,� � , � , ., , " �': , - ., . 11",
� ,1 /1,������,�,,,��,� � � ,� , � , ,, ,,�
,� �, , , , � , , " � , � , "
�
,
" ", �, " I , , , , " � , ,
�� . " /J.�1,��I"�1*I-`" �-1 , " �, , ��-,�.`:11 11:�' - I r� ,1 ,� . �. I ,� I" 11 . , �. �, .,��I ,�i �11�,"I I",I , ,� � " " - " -` �`r ,, ,� " ��,�,t"I I �",�. ,,,:,��',,�"��.."��",�"��",',"I::��,,,�:-:,,.,,-���:"�-::��,,�-,::��.-,:�'��,,� ,
"��`',,,-��,�-,�-,,""11,�,`,Y'll,,�", '. I � ,� .1 1 I I 11 11: 11�",,:,�', - -- ,. � , , " ,:, � .
A- -.�::��,-:� I " ,': ""' , 1 - :�,","
-1,�, ",I
'', , �,�: , . , , " �
< [f""""�""� �1,�,`r't':t"'. """ � I I . I , �, � " , 1:
I I I .
� �,� '. , " � I � ,� ", , -,���:�,-:�:�,:�::,-- , ", "
"Waft. z �", �-- , , ,� , '' � I , � , � � ) I �" " t�::�::",:�'�,', ,",,". ,, �::�� ,:,�:::� , , , if N
, I � I , ,
"� ""�", . , " " ,� , ", " " " , - �, -, - , ,� � '. " '. �, , � , , , , " "I �,� '_�', , ,� ,� ".� I " �,�, , . I . - _'. - _ - — --'-1, �., �, " � ,, � . . . . � '. 4 ,
-0000o ,� � ��, ", , " �, , "I �, � � , " ,�,'_ '-� � , , , � - ,�� �,,,.:, ,�� �, , "" ." ,, ", :, , , " "I �', �', ��, ��,`�, ,,, �� 1.,,��,11, 1� . ,,,�,� � � I I �, 1. .. '1� " ." � . I �7,d � �_ "I "_,. ��I - 11 1 ,� " 11 I� " , " :', �" I, .1", ,-" ." we "j
,� , � . � ,� I , , � , . r, I "I�.'11"�, , � "
"", 71P- __�".1'11111 , 1, � ,�-,t,�, �� ,� " , �[�, .�,:",�,_.11�-,, ��,," �., ", , I " ,�\ I - , . . � � � 1 . I . I ,, ,�, ,,, � , " , " :� � �,
�, " " , , � , kzj
, . .-
.-,IZL-- 1111�n'11.1"":", I --, _�� I I :, , � � I '. �, I /V , . , __ "I MIMI -T11M1' - , , � , ,� � I - _-�I . � �I � ,�e 1,.. , �, � .1 �,. ,, ,� " ", �,� ', ',� ', I, � � - ��, " "'� �,_ . �, �' " .1 I �' — .. ,�� ,., 11
. , 1.7_��_ 1 �--�- �_x�. � I I-— -1 1�11..�_ -11,,�_ �. p"? , . I
, 7ct',�� ':I, I � �.�_V�_1�jl I 1=1i�_�r� �`;��,. �F*""� , __;�", -.
>0 w ,,;�,�_.,,��v, �, t� I— .,. 11,,, 1���,'.11:� ;.� , , .
. -_ � ji, ILI �:,-�j- -� �I __1 1-1'11�=_. k-- . �41�1 -j 91-,. � �N`1%1 _ 1� �=il�,�,�,�l"!i,*,��11"7�a,916�'.14w.,-;t�-�kI -All A�=a �111 1, - .
.. 1 �, ;1 �, ." �' " �, I 1 �, 1. I , ,,;� , �. -- � I , �', -" _4��Fd I "I _'_ 1'71 1�`��__'1�11�1' �, 11 ,,- , ,� -, ,7"1;7,��1, � � , , ,1 , I . I
I I " , ,,_" I I � , ,� � I "I I ,� " � "I , , � � , " �/l�� � I I �� - __ � I , I � . . I I - �g�-, F-,4-��- ,�-- -`,pl�",, ,
, , , - , � . " , ", I "
��
Z��;1"a ,. 771.7 � "I .1 , ,� , � , " ,1� "j, 1� 1� , , " 75�71�'1�1 , � �., � � —
, � I � �
�
�
�
�, � ,
�11 I", .., ,'' ,�' �` , " "T ,� ,, ,� t, I , � , I 'I, , 1 � kX6XN I ,�,� "� �, �.I"I",� ,I,�I �,.'., ,�"T, I "I I 11 I , 1 " " " " '."' ,� "I " ,� 1�I, I �,,'_I'.1�",�,, ,,,",,,,.,'"","', ," ,� ,"',""I'"I',,�"',�",",11,,��`,,,�_`�', -:�,,,::: , I',','�','�",,,`�,�,,�"", 11� � �
, �__It�`vk,It -:." ,1 I I -, �, 1 , ,� , , , , I �� , ,::', , , , � �� �. . , ', , . , , , , , �_ . . . ��,
�_t_11111�.�`11.1,ttt1 �11-1--l-11__---�__'_ ��_, ,,`�_,L,�/��`,,,, -, ,., -, �� ", �, �, �, �, . I, I� ,�-1 , , " .. , . � � �� t '. ,� , ,I" , �,�,� 11 , " � 1. " ,11 "I ,,�,,�, " " , , " " " , � , �', ,�",�,��,,,��.,�,*-��,,,.�-,:,�,,--', " "
%%.. /I . ': " ', " ,, I . �,I " ,��. ",_ ,� . , t" " " " , " , ", I "w v *N,N Nw.x"S I . � -' ,I �. , �� �' , , � - , ,
, , . WxMxxx %xxxx
-
1�;��;"�, ��, , , , , � I , ,". " �, -�, " _', .1 " -, I - " "I �1'1 ,� ,�, ,� ,� 1'�,�"1,1�,",,,'�"I ,� " I, , , 1'�',��." ,� I I ,." �,� ,�� �1_�". I�, I,'- . " , '" " 't, "_ , , " " , ", "" , ,.�,��,,,,-��,,,�,,,,� , ,," ,�,',,�,�I "., .�, ,,,, ,�, �,_, ," .", "" ", ,j�,,,�,,�,�,, �, .1 I ,�"' ." " "' "". <
�, I 1. , , � �, , " I � , , � , �, t , , X �- r , ,��,""t,, I ,� I �� " " _. 11, 1. ,,, _�,,,`,�,,� I � t.11''�11 , " �� " ',�,:,�., , , ,�, - ". 1, , e, ,,� � � . . . . . .�, , . o � , , , . ,� 1� ,�' ,�� 'r,' "�, I&--
- ,� , . " I I �, , I It" "'I/ ' � � '. " '. , � ",�,, � ,,�,'�`,''Iw% I., "I �, , �, ,, . I, I � �, ," _� , , , �
, � , , ", �, ,���,,,�,, �-, ,,. ,,`,� ',"" � , t"- ,, ,�, .7",- , , , "I "� ,�� �
" " �, , :, , I ., , , , , I I , � ,, � , � I I � , , �
V�� , , ,:,
I z _ ___ - _'�,�� -�/; A, _ ., , 11 � ", � ,� , � � I "I � ""', / " 'I, 'I, " . , �+ - 1r, , ��, ,� � . 1' '. � ."112 �� I I I , , " � 4 Y, " , 1 I, . I � ." ,,� I ��, " , �, "",�,,`, �� , , � � , :::,,,,� � ,
. '. I , . ,, , ` , " ,m� *�m��,4IN4� ,nii �'iww"a*�,'mm' Aiw,F,qw , �', " ,
.� Iffm .� `wo �. ,�,-sm I= I - , � " ��,�= .
�,_ �� .1 I I "I �" '.I '. I ��, r ,� , . " ,� ", ..� �mm =!R ,mm,-wm -,""-,, �� ,, I � �,�., - . , , t. , � , " � � , � ,
�_ , I , , I -, �' � I I I . " �, I , � , ` � , , , � � , I �, , .��, . da
,I� � , � . � , , � , I , , I � � I � I � , I I � Ir, ". " � " '. , -, , � - �
I � . , � , "I 7t.x � ", , , ,,, ��, I . I I I ,� ,�. �,, "" ,, "_� �, �', , � ` �,a
1, , , " '. � " I ,_ �� I "I " � I � . �. � ,� , � � , , " , � , I , . � , , . � , "I
I -, , ,� � �, 11 , � � .1 1, " I " , , , I I �, I I _ I � , " I � I , I " , 7 � , . ,� . . . � , � , � , " - . ", � . 1_11",.�;=_ .
� , ,
, I , , � , , , I � - � �: I �, " " , � , , , � , " - ,' ,1, . , -1 , I , , , - I I . , , , , , -, . . . . � � , , - `7-7' �I
� ,
, , " ,
,� "I ,�., �� ,� .`,,o",-" �� ,. , , � �. I .� 1� 11-1 , 1. ��. �� "I " '. J, 1, �' /[� ", �', , �, , ,,' '. "I I .r 11 ,�. 1, "', " , "�, ', " " �" �, ,'� _" " �., � I-, , I `1� � ��, I , � , ,-', �/,,,',,, '.. , Z, ,." ". �� ", ,::,.-, �, 't��,�,�, 1�, 1. ��' �r I
. , 11 " ,� " , "' . . , �, . , , � �
� , ,I� 1 I I I�,.�� , � , � I I '1�1 . I �,��.,". "Ill �_ � "I , , 'I" �� ", I , �,,,/ ."� �,,��".I., ��, � � 11 � _,_�I" 1. .11� � , �,',�,�,1 I�,��I, .1� ," , � , -1 � . ,� I I , , " �1 "-,""",��`,�,�,,".'.,,�-._�,.,,,,� ",_-,,-,""',""I,�111,/".., 1��, ,_ 1, "I .- I I",,_"11'""I �,,�,,, ,� ,� ,1 ,� tim
�� I I � , � _01�,,,, 1�1 ,." 1� ,� "', , .", ,� 1". �,,, " '. ,� " " . I I , � . � I 1. I � I �, 1. "'. r� "I "I , " ` ,�,,�.":.�,�",-�-�",.".,,�,�-,��::��:,:�,.:�:"��::�:::�� � . I - I I I � I.-
'I I , � 1 e ,-�,�J,5,, �,-"� "I . �, 1 . ,� _:,_ , �, "t " , , . I " . , , '. ,� � , , , � , , -
"'.�, � � I ,� I � I ,1 I,1 . I . , , '.1, - , , , � � I -: , . , � - -�,,--��:,_�'�,-,,, ,",�"` �`'�"'',-,.",-,"�'',�, "`,�,"`-/''-,*�,"'-",""/'" ,�
I I I � � � ,, _� , , � I I", " , 1 _11,/-, , , , � , � , , � � , , -
" � , ,� ,� .,� ,I "I . � , �,� *�,�,�::�-�',�:��:�,,���: ��, , ,
� , , " '. � � =3 , , I I I , "� "I I I ,, �. ," , , ,�, �O"' ', , , , �� � �', , � 11 ,�� , ,, " � ,� , ,1 I �' " " , � , ,� I ", ,' "I , �
. � � " ,�'�,� mm�-1 m � .", " I � , � � --'��,'Imm-� ,ftm,,ow�,,�m`'1�win"mm, aim/ 11 -1 1�il-`�:,i�.,--�4,-,:.,,�.,,,;p,i
, � I - ,- , , , ". , " �� ,� I I - -
,
I '. ,�, 1 � I 11 I 11 . �, � ,., , ,?;ii.-�mm` jlim�llww � -, ` - -i;.''..�,-, , , " .1, , ,
00000, _,,___ �It�_�"s,�t,, __ ,-t,4 .-,;, .��_��sl t-_�t_,,, � �11,� L - I ,� � '. ,�,,"�, ,. ", , 11.1 � ., ", , . ., " , ,r-1 , " ".'. t�� , "j", " "' , ,� , i I" ,"'I"","""I �� , ' �:, , �X�, 4. .,,
,Y'-i,iiw�t"'md , � � , I , �I � �,I ,.� I �� , 11 11" _ri,,.�, ,.i!, � " ., ii�"�� � " :
, , . , , � ,
, . � , , , - , , , , , , .
, , � , � 0,
CCI< ,�,., , '. " ,.,�, � , , t � , 1, ,� ,�It " , ,,, " -, �, , 1, ,'�� ',. � " , I , " " �,�', 7,, ,�= � , , � , :�::, ,, ,:,�,7 1 _
" ,� "I � , �, � 1. .. .. �� ', I �, ', � � . � I I., � � . , �
,,r , " " �. I " � � I " I ,� -_ , I , ,-, I", "" , , , - , " ', " �/ �. , , , , � � � � , . �, 1�'',. ,� , �/�, �� � ,__,�C`,��`� I" I _,',�, , , ,,, , ,
I I "" 11 ", ,-, -, " 1 1 ,. ,� ". �1- , ,.� ," " �11 L "I " I ,' ,,-' ��' , � �', " " "I I 1 t . �, "I 1' ..�j15!,r0,",,,,',,, " 11 I ; , ,,�` " � , ` �� " . "", " �, , " '. , � ,,� � �� , , , , , � , I � � ", 1`�11 11 11 1 , , , .- 1* - -1 I " "',
. �� . ,� ��, �,� ", ", �, ': , , , I v , ,1 ,� I �� ", 1, " T I "� ,� ,� , I , , - � - " � " " .: ,� ,1 , 1t; , " , , �, ,�� ', " , , ", , I I � , , I I , .�� � , , - � , ,,,
,7! 11 1, � , � , , � I . I 11 'I, � � " , , � I . I " , "I , 1,71�81', .',,r';' 71 " "" �, �, " ,, ,. '. ` ." `-�, "" ��'I-, 1, _'"'/"�/,� '. "-` 1, 1, i " , �, ,� �, , " "I / -, 1� �` t"� 11 " '. "'. ", ." ,� .","', ' ,., 'I, ,'. .� ,, ', ',�� ,.,� 1� 'I, �, �: ,�, ,�, ,�, � I
� � , , , � , " , " ,,,�` 't ,� I " ,� , � , " � � , �, "' " , � , " � " ,
I , 'I� �_�F_", ' . " 1� ,� / � , I , I ' " ,�' .,' � , , , t;,I , , ,� � , , I " " ,� ,� " , �' " �, ,.�� , � I"Z �,� I , . . . � � I, 11 " '1� I " ,", ��_,, " " " , ,
I ----" —_ . � I � . i , , " ,
I , , I '. �, ,� � ' �, � I"I I I I " , �, " ", ,� 1 � , , " "---" �' " ,1 I, � , �,,�, , � � � � �, , . , �� � 11 , ., ., I"�1tv , � I, �, �, I , , � � , , ", , , - .- ,�
I , " � " ". �_ ".1 � ,�'., ,-�� I,I� ,_""I ,1 . .", , I " ,,� "I ,�,,��, � . I ------i�d� � � � , � , " ", , , , , � , , " " 1 , ,
I I " , I 11 I " � , � , " - 0 , - " '1� - - , �, , ;_ - , . , I � ,� , , � . , , �
� , �. , , I . � � , , � , ,�, " " , �� I
I I , , , , . �` - " 11 ', � " . , . �� I � , ,,1 " ', � 11 �, ,� � , � I , �' 11 ,
, - , I , ,1� e. '.1 �, � - -�:__,,, -� - � , , , , " " , ,� / ,�, ,
� I" I _,��' , ., , � ��, " , , , �. I " 1, ,� 1� � / ,�, " " � , . '. —7.31 , , ,;" '1-I 1� 1, , � , , " �, , �1, 1.60", ",� � �, " "I ��'. ,, I , " � I I � � , I , , , , , ` , , , , , , � t ::4
0 � I, �__,_ ,-�,`_�,-,�.11 �_�11,�.","" ,,� .� , � ,'. ,, ,,r � I. I, � ',', ,'�, ,,', Ir � 7 " .." �,� ", �� "�:.�.��,�,",��,��,"�" " �,,,�" , , � � ,r' �', ", "� �', �", , , -,
:', , ", _1_, ', " " , 'I, , , , , ,�, � , � � ,, , �, , � , , , . " , ,�, , I , �, , , . , , "
Ar % � " , 1 , " "" .,_�'�,', , , 1� 1� '' I ,- " , -, � , , , .: , I -- � � _I � , ,� , , � � , � , - � , , , , , , " , , I - , " , "I -1 ,'. " , , , I "I " ., ` �� .1 " " ,1 .
� I � , , - , , , � � , . I .� � , � I " ,� �, , � � _1 , , , , " �, � , , ,
�
, ...... . . . . . , , , � , I 1� � � . I . � , , , , � .�
. , � . , , , -, � ` ,� ,
, , , , � I � , " � , , , 't f�,'' __ - , - , , , , , � � , , , " , , , � � I � � . . . . � ,� .
� � " i � . . . . . . , , � � ", " , , , �, �, �� �, �, - , , , , , " � , ,
� , � I .� 11 I - I ." , , I , - 1 I , - " ff " I I � �, " �, I I " �. _ , , I I � � , � , , - , � � I , 1, t". � . , �� " , , � , , ., 'I, 1, �1, 1''. �', , ,� , � , - " 1, 1, " � , , �, � , " 1, " I " "" "" , " " ,
/ ,, . �� . . "I ��, -1 �� , ,,�7, , " ,�, ,� "I " , "I,,, I '' " ,� " ��1' � � " , " ., , . � . ,�� , " , , ,, " �. ", ',�, 1 � ,_ "� z I " �' � " " �,1. I ,� �41� " ," �- , � � "' "" . , ", , , " I ,- '. " 11 ", ,, �', �, "', �, � " , � � , , . � 1 I , I I 1� � � , , � 11 ,
-1 �. . " � � , .1 � � '' � I , . . . . . . � ,� ', , � . . . . , 1�1 , , , I _,,� � , . . . � , � � ".
, I 1 � , � � rr��- �i � , , , � � . , - . � . , � - , '. , " .1 � � I I '. , I - I "":1", I I ,t �, I I 1, 1, , . , � , � , � ,c � , , ", ,�� I � , I, , � , , , ,
101 ""'",I`"" ""' , , � � " I � ,
,�� .i " , I , , �__ �I,,"', , , ", , � ,� , ,` I , ,11"11", , � Z� 1�1 ,� �, I �, , x/_ ,
%,a q . � " 'j, ,,I, � � 1101 �I,I , I , " ,� "t � � . . , � � , � . . . m
NOT A PART.AREA PER ON-SITE PLAN I
SUBMITTAL BY ARCHITERRA DESIGN GROUP I
� .
� �
I I I
I
�
C> C) CD
C) C) C) -
+ + +
-Ict LO (0
m m 0>
4 ,--: 1001-011 I...: t...: I 1
9 Q_I 'a- 4 9 a- 44-011
., , r� If .__ �, I
-te '1�1, = 0- 1 4
1 ;!� �j CO >_ <r f�! I
�_
....... M.M. U). LIMIT OF WORK cn 4'_011 TYP ,�,, v— 1— A � LIMIT OF WORK .
. .1 % - A& 'N% I i
m ��N& '4&%�l�N_�N_%%%NN__N_N_%N_N_%%N&'*_%N_N_�NN_�,�% I I I
N% � I
�_ — � el� 11 V I 1,11 . I 11, " "I. W_ I —-_ - ------______ _________ ---------. _ %%%I I��1 1 1 � &N.%,%NL N.&N W-W Mv kv. b.&I�
II I I I �I I I. � .I - I 11 I - � I I I I I.. I �� 11 I I . I i� I I I 1'�, t I I I I I - �I I �I�I 11 I 11 I I'll, 1% I 11, __ I � z�=-- e, I . 1� I � I I 11 I - I � I i . I I I I. I I I I I I I �_
w ______ I � ;, ___ - - f 1 I I I I I I � I � I I I , � . I I � 11 I - , I , 1, ''� 11 . I
- I I I I I , I ,11 I: � , I I "''_ I I-It
I � It I I I I 11 I'll I I ".. I 11 I ) I 11 I I I . 11, � 1��, � i,� I r,,, I � I , I I 1 7 � � I I t,�':� - 1, �::��,��:��,,,��"':__�.��t�e, '', �I I, I I ,
3: 94400 95- ;, *� : I I z I ,,,� I . I I I 1, I 1, �, I I � 11 � � : .r� ��,� I �' 1:�, . I 9, I 11
, I I I I I I I I I � I I I I - , I � '. . - ' 'I ,^^ I - 1, .1 11 :� :, �� ,: _ � . . " I I I -
0 1 P.A. 11 96+00 �� I I - ,� I�. I �,� �,-^^ I . 11 I � I If -I I 1 '' ^^ �' �. - I I I I , I '� ,� ", ,�'�t�,::,: "'' ,", ,,, ,r....'_m,� 4^^ ^__ �
0 1 1 s---111 -_ - _
I P.A. I - I — ----w ______ -- w.__ - I I . � . I
i i xxxxxx x A m
,�� ------ L��X��.Iwwsx�X .N 1% _" I I
— —___ ____j_ — ___ 45 1 1 1 ,�, I - N N � , lem An
____._______"_ - — _L I___-_____ - - _____L_ - — - I - %ILNILII INILIO.N. W. :
I I
I'll � I ; I I
.
I
I
0 I I--------- - . I I I 11 11 I'll - I I I
I "m
�
1 : I
. . 1 I . I 1- . 1_111 - 11 - I I I I I'� _ I 1!
rr. _______ I I I �11 11 � , 11 , 1 _--I - I , �_ I' ll , ,r ' ', : 11- 1 - 1- 11, A� I'll I ,_ I - 11 11 11 � . : 11 11 � I /'�� _ I I ,
-______ - - - I . , I 11 I I I �
= - -,----- I . ___ 1�
11�111j��11;�!1147:iib% I
I I I I .xNxxxxxxNX i I - - VNIN , .
w = Q_ 11" i
00 >_ , ��
I �! :
> I T- t- �� LI T OF WORK a .
o q I )� � � � �
, `�
0 9 4 1 �"3 �,, 9 4 �
I
1i � .
� ��
m I 1�
w6mmmmmmm.m 11
0 1
< 1-1-1111. ''..' 11 1-11 - .1. I� 1-1---11. 11-1 .11-1.1 11-11--11 -11- -1-11 I I'll III-111- . I--111,I ---1''I—.-11 I- I—,.111, � I I _11-11-- -...I-� -_-1111-.1�� I FOR BASIS OF STATION POINTS SEE CIVIL 1�
. �_'__� '' -1 I I-1-11 I— I 11 .� _ _____"_,___, , ",'' _ _... _ � ____ � "," ,"'' _ � " '', , _1 -11 -1- I - I 11-1-1� .1-11 ', -.",___ __ , ""',_____ __ �_, ____ " '''._,__, __",., ___,__ __ _,______,".", , "",___"_ ___-------___,_,__,___
w I ENGINEER'S STREET IMPROVEMENT PLANS _ , , , - " , , , _ _'', , , " , N.J.% --,-"
It
-----1--1_..--.- �, l-'-""""'111-11"1*""''-,"I I I——_ 11-.1-1. 1-11--.- -I.." , '' , I 11 ''I 11 . I � 111.1 I� I A
"I, , I —U. U U ___ _____
w E-1-1111,I'll I I -I - I _--1 I I I'll I I--111 - I— � 1-1.1-- � -1 I—,� - __ --.11--1-� __1 __I - - �-- - �� -- � - I " "'" 'LEVAR D. ,.. � _ �� _� ___, , _",-____ __'. __ _ _------------_'-_,-_-_____, "" _ _-, _____--.-_-__,- - ___-___-____- -, .,-. -_______ � .......�,---,�--,�--�'..�' '-"''�,.""�,��'',�
�
11
""
�, I 11.1- ' ' I OTIHILL_B" "�.,"_
11 " "" I ,,,',
/ �� I _,,',
,�,�"-.,��.��'ll"��'ll''�,�l.-�,�Ill' "'.,�1.11,�--l'I.111-�,.�-,�,,� ,'�1-1-.-�.,--.�ll-�.11�l-.,�.I 1.1.1-11-1-11" ..I "I.-1 I'll.., 11-1-11.1 --1-111. I-1-11--11 11.11 -1.11 -1- �, -111.1 I. 1-1-11�� I., --11.1 1-11111�I —, 1-1 '' I 11 11.11, . . I—- 1- � . ,�, ,�ll, � �,�,�-�,,��l-.'',��.-I �.11-11 1111- 11-111 1-111-11-1 I,, �,
c/) i-,,,�, �-.- -,�,-��,-,,-�,-.�,-�.,-..-.������, _ __ I 111.11� " 11-1--, �,
I -SITE PLAN -_1111-1 1.� .1- � _" _'_
�
) i ,�, , ,, _', ", . , - ," " _ . ___ ", __________, __ _____ I.,1 -1111-- -_11"I 1- NOT A PART.AREA PER ON _ .111-1111-I-11-1-1111111 111-1 I...�.-I.��ll-�.-I'�'..",""-.�1.11-1 .�.111,��--� , -
11 ,
-I I I�t ,,� 1� SUBMITTAL BY ARCHITERRA DESIGN GROUP _'_'_1___'_.........,_ _,,_,'� .,,�\,,,
,
, 'i,I, 1�
i
0 1 �, " _11', � " .1"',
�
1� �, I I',, 11 ,
� 1, , I, \ I
< �� 1," \
NOT A PART.AREA PER ON-SITE PLAN " . . � , � __ ----I---.-----_ `11. 1'�
� " , , , � , , , '. - ,. , " �_ " ,_ �, ,� �, � " " I , , , � �. � . � � � � . . . . . . . . I - . �� �_ I � I , � � I . . . . , , � ,� I * , . . I I � � . I , . � I , . , I
. . . - , , , ,� I � . , , , , , . , � , * - , , , " .. , �� - , � � � , , . �,
/ . "i ", �-` .", ,�` � , ��, 11" I" " " , "'. , �� "" r . " .1� � ',� ',.�,,, , � , � � , , � , � � , �� , , , , " " " , " , , N,"," ��,,", , � , , �, � "I . ,,,,,, ,�,,e',�,,�', "I , "'1:111 .1, " �', A
I . , "
,
I "�, ��f � �� .� 1, . I . - � � I I . . . . .- � .. . . . . I ., , . .� , � � �� / ,�".,' �, �� t. .., � .� . , " ,,,, �,, .,, .�- _,Z� �,, ,,, -, 1. /.�, ", ". �', ,� ,, � �'. ," ,,t , �, �, , ', ,� " -, ", .., "i , ,,, ,,, ,� ", �', _', .., ." �,' .." e ", . '. ,� �,, ,.1 �,, ..�, �, , ��, ,, ,� ", , �', z , � ,�, ,� '' . I , _ \
w , SUBMITTAL BY ARCHITERRA DESIGN GROUP "I I- 1� �, !I 7 �,,-, ,",,-�,�,-, ,,,, - -, , I . "r ,. 1 . . . . . . � . . I � � I "I ,1 t� I �. � � I . I . " , � , , , , �, , � . , � I . , � , I __ . 1,
, � , I �� �, ,1 , " , , - ,� . ,�* �' " , , �, �, " , " "I '. .. " , " ,�, _�, �, - �
I � ""I -:�,.� ", .,;_",,". ,
,,r ,1 11 .1 '.1 1 " I I , . " "" , " ",� , - -�, ,�, ',', ", " ," ,� ", ,� , ", ,, ", �, ", � ,� �,�' �. �.'. " "" , " ,." ,' " " ,, �, ."i, I" " ,, ., ,, ', �, ", ,, " "' "' � `� -1 " , � � , � . . . � ., I, � 11� 1� ��, 1, .1 " , , I�,�, " " 1� ,""", � -'N 11 , , ", ,,/, " , ,_",.:�::,:"�:".:::� -::�::�:�:���:�� ,;,,, ,1 I I"I
�
, I , ,� '. I I ,�11 "� ��
, � ,, � � ,_r' ,, ,-� " , _, I I I , , � _:). " -, 1, '. ,� " " . . �� ," ,�. , � 11
� � I . � � - � , I � � I I � I � I I .,. �,�., I , L ' I '. , ,� ,� ", ,, ", " . � , , 1� ,� , � ,� ,"
�." .."', 't. .1 I- , -1 " I � , , ,I ,I . � I � I , ,� , � � '. I ,� ,� , � � � �,,� .��",��"',.�,�1`1 ,1� " "�",'�",",""" -,, , , , , ��� � , , " ,� "- "�,�, ,""",",""",.;,,'/ �, 11
--- --- " �� 1 I I I . � "I , ��,- '111*�tl-_.,". "I , , ," ,� '5'1�11 ,,, ` '_ 11,� � �,
I -, ,. - , * , , ,� - - ,_ �, , , ,_ � � I �, " r �,,�I I � ,�'.. ,� � I I � �� � ,��,, ,11 ,�- c �- .� , , , I- � I ", ,� I t I � 1�1 / ,.I,�I��, "I I I "I I" , . I . " � , �,� "" , �', , I,, S,,, � � ,� 1� ,� , , , � 0 11 " ,��v \� �,
, , , , , - , " , 1, I I'� I � " " I ,,, ,,1 , � .1 " 11 . . _. �, I , " , , , " � , , � , , �, �� I , I , , " , * " " ", '. , " " ,� � , . � I , � � .� I
,,.�',,�', , , , � ', , � I ,.�,� I I,I - I ,I".I I, " I 1 �. �. I � , �,"I, " "I ,� �I � ,I 1,, 1, , I � � �, � , , , � , , .I,�� ,� / -,� -" , . , I " " �":,,�, , I"�," :�,,-�:::,":�,7.��, 1, �' 1, ��, ". I ," - ", , .1 " �,� �. ,� ��, ",'�,-_1_`,-_1-171_,-_� � ' -4
. , � . . � � I , 1� " `�'11 I
, ,
I . � "L ,� " , 1 ,-, �, �', "I � . 11 1 " " " ,, " '' ,� ,,� " , " " 11 I " I � , �. � , " , * " I ,- e �' /�,"11 - � , , ,
� , � , I
I -, -, ', ".",,"". , �., 1 ', , "IF ," , "� " " ,, "" _,� .�� '. - , "I ,, ,,L �, , , ���, �, � �, �"� � , , , ,�,, �, ,��"-, "I, I'' , , . I .1 " ","� " ,, 'I, �� I �, ,� . ,, , , 1� ,,� '? ,� , , " ,:'11",/",,�",.",,'� �,,� ,
, . . . , . , � � , " ,` � � , I -
i � � . . . I "
� . . . , , , � � , - -
.1 " " "� ,�', � , ,� , " � , � � ,1 1z"", �, � I, � I , ', , � , , . , `� � � � 11 , � �-.1 r ", �, , " "t " � 11 , �
� � �
. � �
,
. " 1� I � � , / 11 �, ,� � �� , , � , I -,,v, r,--'--; -, � I . ,�,,�� -,,�,�� , "���'11'�',,1_1"�, � ,� , - , � � ,�, � , I
,
, �
I � ,z 1� � "� ., . ,. � ,� , �, t " " , � I '. 1� ,� ,1 ,� � , � � I � � I . - � . 1 , , " , -, � � , " " " "'*`1""" " , , , �":, . / ." ,�,:" ",,, ,:::�-::::::��::::,�',�,:� ,
".1 ,� . , , " I � ,� , . I �, e, ,-- "I '. " , " " ," ,"' ,�` ," , ,�' 'r '. t, ,1 ,� I ",�,�, �,� ','� 'I', ,�, ".� , 11 I.,,"'. - ", " ,�', , �` 1, �` .1 , �, I 1,,,,,,,,," "- `, ��,,".,I`�, ��,� ," .,
I ri � �, � , , � . � " " " , , , "I , , , , , ,� ", , . " . ,,I "" ,,, ,,, ,, "�, ,� ",�_,,,� '�,-11,�,".",111",'. , , ,
, , , ,
, � ,. , " ,-,: �,,�,,�,,�t":�,� , , , , - - � " ,. " "�,.,,�,,,"":���"'"'Z'."�,""�Ir"�""""',""� �%,,,,,�,` --� -',-`��� " " " , , ,, ,� , , r�
'. , � , . I w I � � , � , � , " 1, I I � " I ,� I - . ,
, , , r I � , ,
I ," � �, , '. " , ,�',I","�"",,''� I ,� �� ,� "" ",�, . ,. I I I � � , - '�',,�, -,,'-: -�:':��:,-:�,:� -�:�::�, ��,,--::::� �,�i,i ;.�,- -� , --� I �', �,.,A:�`�:,,,�"',�
.� 11 �, �, , � � .1 " , , � � , , �, ,:���,::'-,-:::::",��'�
I I . .. . . . . , ,� ,� � ,,, "y � �� I 1,,� ,, , , , , � � " ,� I , , , ,, " . , � r ' ' - -1 , , , , .� ., , , " , , , , , , " , � . �:�
-1 11 I . � , � I I � .�_,_ ` ,� "'" , .. " , , , � ', " ,� "I' 1�' r" .�' " , " , I � � � , " " , ,,, �.,' " �" � I �1'�,,",`�'."' I "I " "�" , , ,, � , , � , , , , , , , " ,
m I , 14 1, �,, " " . ,�, ,�, ,'�"�,1,,""" "" �', , " "" "' �,,�, ,�",�, 1,", , -�," '. ,���, ," �t',,, �', �,� ",",I' " I",.".", ", � I , , �,'�,:','� ',� ,., ",1. �, "� ,�, ", ,,��, ���,","�" , , � ", "" ,., , ��, :, ��,�`��,_`::',::" � �, :, :, �', , , I , ., :::-;
z /' Ii , ::�:�,::��::��,',� ,., ", ,�,� ," "I' "I, ��, � � ." ,���'' ,". � , :� '1� , ,� �, , " � , , �� ::, � �,', ,,, , �,::,, �
- III—,- , �, :, .- , , , � ,
I , � ", ", " '. " '' , , �, " ' " , , "
� " , , :, �, , , , , , � . � I , , ', , I " " , , , , , � �, , ,1`1':�`
� - ,� � ,� " � � , , r . � � , , , 1 1 , I � . . � I I , , , ` ,� , , , , " ,
\', " . , , , �, , , , ,� "
, , ��
, , � . . . . � �, ,
, , , � , � � t I
� ,
, . , � , � �
—i .1 �', / �, ', " , , � ",!.` �` 1�' "" , � ", � , " �t'. , , " . � � " . . . � , ,. , I " ,� ""I"I , ,�,�, -,, . �, I �, �, .� " ,� " , , " ,1 " ," ", ,1� ", �, ` ` � , , , " � , 1�' I I , , , � "r " , , , � � '.I , , , , e �w , . .
, "
. - � - � ,�� � , , I , , , � �, . , , , � I , , ., , . , 1, , ,�
I - I � '. " I - , , . �t , , , �� -4 " 11 -, �� . , I ., " � " , , " , 1 - , , , , , " " , , ,� , � , �, I 1, ,
�
� � , �
,� �� I - . , , � � , , , � ,�, ,�, ,�I"�,."', ,,,,�-.,, ,,� � ��, . . . . . . . " , , , � , , � ,
,
� , 11 I � -1 " " 1'� ,, " , " " � , � I , , " . ) " , , " I 1, I '1� . " 1,-, ,1 �, ', I " r' ", 11 -11 , . , � , , " ," " - 11, , " , , �, " �, _ , , I .. , , , , "., " ,� . , - t� ., ,, , _e, � � � , � , -�, , I ', .- ,11 / . I
�, �
, . , , - - �, , �. , -1 11 I , " �� - 1, , � � , I , �. , � , � �, , � , , - � ,",�,,,��,�,t ,'',"", , , " ",","', I I - �' , � t , , �, , , � , � . , . , �� , " , � � ; I " ,� I � , " , ,i " ,
, ,
I � I . ,��'\,,"'",-',�, , � , . , � I .. -1 " I- 7 , ., , � , , ., ,, , I I 11 ,�� , , � � , �_, .1 " I _� , , "I '. - " ., _`�' -1 " 11 ` -1 , , � - , , , ! " �� �, I I � " 1� � , , . ., , ,, � p I �. I ", . , , , " -, " " , ,
- "., � , I" , I ,� �, , , / .", �j` �,'�,', , 11, t,
" " . " - �� ". ,"I","I "'.." "I , " " I .�, "I ,1 " " � , ,. .1� ,, , 1, I 4 I ,� ,�I,r �.I I ,I" ,1 "I -1 ,1 ', , , , �, r" I I "I ," "I �', ,�,, ", �`,,,, ", �, ,�, "I'l"" ,� 1� � "' ,",.,',.1 ", -.1 � . ; I - ," ,, " .. " �', � - .. --�::,,�::�"-:�:: ,,,/"" ,,,,, -,%,, ", .,
" "I 1, , � , � " ,, , � , , �11 . "I , , � I �� I � I "" -�,,,,. � -,,�, , ," I , , 1 , , ,� �. ,�, ,.� I , , ", �, " ", ", ","" ", , , '. '. " , �, � � ,� ,,,�,,,',",t,,,,"_"r"_", """ �� , , . I
, .. ,1 " I '. I I � - I �� I � � , , , , �� . � � , � I
�� � I I , I 11 � .t, � � �1 ", ,,w"". " , , � , , I I �
" .. � , " " -, " I " 1, " I I . - � , , � , I , , . �, ,
-�-, . -,- � -- ,� I �I e ,�, .11 I I, , , I . � I " .1 " I . � � "I �, 1. 11 " , . , I -1 � � " � . , ,, I I I , I- � , �/ I � �
� ' - "�i , �5, -- - , � 1� ,11,i_�,� =,��.......��_-�.11= -_', _1E, _�', , , , , , " -, - - ��==i�� , , I ,'..1-11" "" , , � � �', , " , I � . 11 .;�;_-; I I 11 .1 -.1 -, `1 _ .� � -;� I--_�_`� � -I — �-_ i _1� '�, , 11 �
I . I ,� � �, " ,, "" ��,�Z �, �. �,, �,, �', "' ", ", ,,���,�" .t ._,� - ,� ,1� ". " ". ,1 � ,�, �., "" """�,,,r',,,� ,� � 1�, �,'� �', ,,, ,"'I', I�, .r. 1�1 lkt,��_,-`_�......�, -,-, ,-,, ." "I �, "� ,1 ," ',1 ,,, "',�1' I �, .1, �.,�/ 'I, """� , �,� ,,, ,'� �, � � I " �. ,�, I � ,� ,, l�, � I � . . _11' /," ,"��_-�,11_1'�,11111"I"-1'. " ,� " .�',��, � ., . , , �, _', \
, , � , � _ - � "N`�/�,, , . , . , , � , , - � " " , . , � , , - , , �, I �',`�,-,',,--,"`,,,`�,� , � --,:�,,,:�,,, , , ,
I I, " . , ,�. I , " � , , , � " I " ,�. �, ,. , I I -. �, '� , I � �, " ,�� .� '. ." ", "I I � � I I , " �� I 'I� "�. ," - 11 , � I 1, ` �' " �� �, �� , ,1 " "' `""""'"" -, �,, .,-" `11:,"',":--",.,*' " " ,��
" , ,� I "', �_,\,_` ,11 ", 1, , �, � "", - " �` , � � �_ ,� ,� , ,""'r" :, :, ::,-,-,-:,,,-�l"-:�,,�-"�.,--�,-�. �
, , , .
� , , , �, I , " � � . . . � I , . ,� , � ,
, �
, I , * - � , , , " �� , , " , ,� �, �, 7 , , , , ,� , ,� , , . � , , I - I �, I � I � , ., , I � I ,� , , - , " ,, , ,� . , 1 I I I . --' " 1� ,1, ." " ,� ." " , . , , " . � " . ,4��
� , � , , , , " , " , '!�, , . , I , - , ,� " � � , , � . — ,
� , , , ,
� , � , � , � � � " I , 1 " , , - , ,� , .� � , I " , . � . . . . � , . , , ,
, ,
v ,1 � , - " , , � , � , , , " , I I � , . . . . � , , , . , ,
� �, , , � , � , I ,� . . . . .
, � , , , ,
- . . . . . .
, ,
I I � � I " " . I � � I 11 , , � , , , � , , -1 -1 - - - , ,
, , - , , 11 �, , I , , � , , , ,
� , � � . I � ,
, � � � � � , - - , 1� . , , , �
1�1 t, , - , � . . , " I I , , � - , I , t , '' I ,� , ,' , , , ,:,``:'11111'�,,`�,-`_ , , :, ,I �� .
, e " "' " , �,� ,.� , , I ,� , , , I ,. , , � , ,� . ` , , "', � . "I �, � 1, ` , , " ", -
, I � , , � , . " � , .' " - , , " 1 " � - -
� ' . . . I I w ,
, ��,.� '" � � , � � " , - I "',I , , � ,' , . ' .:�' r�' ""',�'�""' " , � �� � "
� , � , � I 1 , , - '
, , -, ,_ � , I �, , , � � ,
, , "
�
� � � �, , � I I , ' '
� �� , . �, , , � � - .' , � � - - � ,
- � , � � , , ' " �� I
� , ,It �, �, , � :111� ""'I",�"*`
,
, , , ,
, ,
,�� ,, , I , " ,, ,I' I 1, , , ., , ,��,,�,`, ,�,,�, , . , , � .1 , , " , ��:', � . , � � . . .
7. -j,� " I 11 , , , , � , � � , , '��,` ", ,"-, � , . � ,� , � , , , . , , , , -, , � , - , , � � � 1, , , , , , , ,.-""�-11",�,-"",,:�-1111,:,-"�'��,,�I " ", 1, I" � "I , I,- I i �� 7� . � ,� ,�,'.,,�-". � � , �, �, , � � � , , I
� , , _ � � , , I � � �, �-, '111'�111 I
01��- , , '. 'I, , .� ,x ,� , ,�,z:,', � , �11 1 �t �, �, .1 -, . ', ," ��, �� ,. . . , , � � , ,
� "I , " , , , � , � � , ,
. � I � , , � , " ,� I
� , �,��,, Y'. , , -1 � , , " � � , � , " -- -- � � _.�Ii,' � , . � " , , " , , ,� ,� , , _________,.._� , -, :�, :, ,
, , t� � , .,')� �,'U �`� -7 -11�6;�,_ _11w:=��_,111,16,, -i,7 - .�� � � I �� " �, � , , , - I . ��
- -1 �,' Y_7�'�'__ -, :� ,77 -,,-'-7— =�,,,� ��, "
, V �4�I t 11-1-7ri I'= ,z "I ��', %,� .�v. ., ,� ��_ , 'Z_�,�,_�x_,�.�,,v7�7=1,tu�m"',E it�,,,�','=�v��T "-`w-_-*,_ ��Z�,= r--,--�--=,-,cz��-�,-�,��z���7?� ,,,,'s=:��,"-f aTa'.�I , � � � I �
w1`7�_77�71',�`17, I -tl F � - , , , , , , L' - " � , , I 1,; �� , � I .' 1, .., , � , , . �� � , , � � � I ..., � � � �, '. �� , . , .�, .i",,-, I , I �
-, -- , I 1� I- I � , " I' '. -i 1,�,�, In _�`r - 11 ,� '.-,4-T�4i'��-,- 7�v-�W,=F�.- , 11
- �. � � �, ,� , " �, ,� � "I - I , �, I � I I . " ,L ,� ,� '. , I . '. ,11 , , � ,r � � , . � . . . , ��,,_ m.-�,,mm, �i�lw' ,__�__, � ...�_:-;_,im ,
� I I I I . � . I I � I - � ,,.� I . I 1, ,_ ", ,, , " , ', "",� I� 1, // I I I I I I �, 1��, '.1 ,X "t, ,:' ," �,, `,�.,, _',',,"�.',,�,","" �_.�', " " "I " � �.-`7- -,".,,-, 7' ", I � , ,�' 1::�,.,, :".,/" " I ��, 1,
,
. ,
�
, , , ,� �� �, ,�, , I I 1'� 11 "I I ', 1 I I � . � I I " '. . I - - . �, I �� ',, �'. �� I I ,�� "I"`1�1�'. 1� - �� � I
" , ,,� ". I : ,� � I.-, " � �', / -, " . ''. 1 ,� I �� � 11 �, '.1 �11 '. I ,� 1� I . ` " , , � , � , " , , . , ", ", "" ', �', " , 1� 'I, �_ 1, �, ,� " ,�'. ��, I " I � � "'. ., ", , " , , ,�� 11 �, I I
� " .1 � I I " � t � _. _. � I '. I � " " ,- " 1 �, - I I 1, I I � , I I " " " / , � I
. 11 I .
. � . . I �,� ,� " . I . .,- "I", I � , �,� � 1, 11 � '. im I ,1,I , ,� ,-on, �no �0,- �, ,� � I � � ,1 ,� , � , , , , , , vm� pin..,*g,� , It � ,I
I - ; �, ,I � "_,;__c � - ,' , . �., .4�__ �_,�,�` 2�,��, �-- 1�w " ,� * ,4.��. pm"'.P� � !In"-, .,or 11 I i
, � . I , mw',1N=r' No"'m' , """m,o `m�` ,
I , . I I � . I 1 "I I , � ,� " '. 11 - I , �11_ i f !
I �-� � lr' , I � I I � � _;��I" �, �, , � " ,� , I ,� - 7--7-�-� " , - . I . t
- 1, �. ��. �, - -" . I I � . "I 1 . I -� - �� "' " I &�, ,`:- � - I ' ,!!t� "::,!p"mi�,,,- ---- _,'"' �,� �,
, � , , ,� " I I I , �- ,� I *
, � I-, � �, I " , 11 1� �. ,� I "I ', Z I ", �1' �` , � , � I I I I I " , " , " ,� " ", , ', IN" ,,, ,,� , . . .I 11 I , I -- ` 11 2 �
"I , ,, ��,,,�A. I , � I " " " " � .,� , � , , 1 - 1, , , . '" , , , , I . I . , � " " �� '. �- , A", ,- ,� ', , ., " , , " ,� , � I I ,� I 1 I , , , , I ,, ", ,� �� ., ,,� , ��, 11 � �
'. I . . � � � , I I �,� ,�, 1�1 "'. ,e ,�I ,. �, ,� ,�, , , , , �, I" . . . .� , " , I , ,� ", � , " I , I �, I '. , , . � I I , 7 ,� ", ,
�� I I I , .� ., . I 11 . '. I I � , ��, , I . I , � , , - , " I � � , . ,� � " '', ",I,. 1, 1, - I -� 11 �,.� ,' ,' $, "I I I � � " ��%", , ,�- �� I-1 .,�,''I ` , I , .1 "I , , I� , . I , , , , I . . , ,1� I ,//�, � �, I I _�
.�01" , , I . I , I I . , � . , " , , �, - - , � , �, � � ;
-�___ _N_.1 �. . " I � , '. , , . I ."
, I . , - �
I � I "I �, "I ,� " I 11 �� " ,_ , I ,� � I , ,� I " , k�',k�'" - " '. - I I "I "' "',,.'r'� " ""' "�, 4�, ,�, , , � ", ". ,, � `"'I",1 � � , , , , . ", " ,., � � I
�, ,� 't I , I I I I , I - I- " , ,I ", " "I � o " " I 1� _� �� , ,, " ", . , ", ," , -, �,K,,� " ,, .", / �,,'"", ,,,� / ,; , , ,�� / � � �
� , " , , , , � 11 , , , , , � , � , �
, , � � , ', 1. . � - � , �. , " ,� �. - , , ` " , ., " �_� I �, . � �, , � ,e , , " ; �
.1 I I I . . . � , " / �:�::,,:�:',-�:��i,, ,
,. . , , " ,
I I "" ', ', '. , �,��, 1, , ���11`� ,�, ,", ." ', ', ,�, � �, _"�ve,��."',1"",""",_����t"',�,�, 'il�,X�,,�,��, - - �' , , ,_ ,�, , ,.�, "f ,� �,"�, , " , , ,��� ��, �, ,""." 6�� " "." � , ,,,'I",, , "I -, I"", " �, �, , , , " , " �, � " , , ,� , " �, � - - � , I : �
' � " , I � . , I� �, ,� , , , ', �, "I , � , " � � , , - , , , " '. , , :,-,,,�,---�,:., ��_` � , � �� , � , , 11 , � � , �
' , , . . .
�
" �, I I I 11 � , � , , " � , , I I - , � � , , , " " ,� " , ��,�v� .. I I 1, ��`,',�`,',, - , , � � , � , � , , , :, .1 v , , " , , , z , , I ,�, ,�:,
I 1, , ,� ", . .1 " ,�� �, _� I I , I , �, " / ,� , , ,�, , " " " " � ", " � � " � " , I ",.\, ", ". , , � I � , , ,. � �, , , -, 1, , , - ,,. ,, �, I " � � , �" � � � , I,,,,, � , � , � , , , ,z � I , , " , ,/-, 7. ,,�--, --`.,�, , " I �
� � , , � , , � " ,1 .1 , � � " .1 ,. I � t " , , ,�� ,,1 "" " I 1 11 ,r ,� "I , �� �', , z 't, . � - , , ,/ "', ,� , �, " � , , . , , �, , ,,, -, ,,, ,..' _. ,,, . ��'.
I I � I , , - - , � � , , , , , , , 1� I � � , I � . , � , , � �� - �, � � , , , ,., t
� � � ' "" 1-11_7 �, �� , , � , , , , ." . � �.
� , . , I _', . " , �,:-`:�!�-,�- I � 'p I I ,I .M111"I'll I -7N ' ' " , ",�,��, ,- �,,� " � ,�.,�,,� ,,, I � � ".t",,�,,,,,, �,, �` " '�" ;'�,,',"',,,�,"',,�,',.,, " , , � , ,1 ""I',,.,,11�'.,-It',,� . -"., " ��",,1�`,, �1� � - -,, " ,,.,.t, � ,
_��', �''�,,�" , ----� j,,-,�:"�,.", . '� --,:��'_:� I
�� 11 , -, �� . ,
�, �� - � '. I " 'I, 1, " li�_ , , , � -.1 11 , , � � � , , ,� , ,e �, , , , �,, ,F, ,� " " . �', , ', ', ", �, , , , , , � , , / , , , , '' " " , � "I ,)� , , ,
� - , , ��r_'��,,� � " 1� �� , .. , , ,� , , , � /,' ," I - � � � " - " , , , , � -, ,� .1*
� , " � � " - - __ ,_1,11"',`�I"�"'_11_`�,� .. - ,, , _� � , " . " , , 0 .1, � , I " , � , � , ,I � " I � , � ,
�
, , � I I ,
� ,
� ,
� ,
� ,
, , , , t
, , ,
, ,
, ,
, ,
, ,
, , , � , , ,
, , ,, � � . . . � . . .
,
,
,
,
,
, � '. - ' - , ,� , - � � , , , , , , , , , - e - " ` . 1, "" .
, � 1. � I - � . . . . �
, � � , , , " " , � ,� I - �� , ,� � I � , ", � " I . . . " " � , �, '.. �, ,
, , . I � � , ,I ,11.
I , , �. , , , , 7, " " , , ,
I , � , , " ,� " -7-7 ,�� 1 . . . , , � , , I ' 'I , " ,, , - I I , , � .�:��:,-::::::�,
"11" "," , I , , , ,,� � , � -,`7�7�, L�4",, " , , �
, , �,� "I "I L, , �,7. 11 �, "," �� �",,�'�,_ ,_,,,� , , -,� / , � � � , ,' , � , , , , '" , , , " 1:::�::,� ,
� , � " � �� ,4_,,2, ., 1, �' I ,�� . I � ,�,, ,� , , � � � . " 1 I " '," , , , � , 1, " � � , ,� , � � � , P, , , " , ` � r ,,� , I
I
. /�', " �, I I �, ��,,.11'.,'11�, ��' . I I I ,-T-`,, .� " ,-, �., ", ," .", , , , , � , "" " ,` ,, ", , ', , 41 , , � e � , � , �� " " � ', . . .,, " �'. ,., ,,1,'.�",��,". . . , ", ", "� "" "' " " " , " , ` , " , �/� � - ,,�::::,':,��:.
, , �, , �. � � , �., , � , � , -1 " , , , , , �
, , �� ,� �� �', , � , �:�:�,,,,�.' `,� * / ,� , , I,, �� I �, ., ", , , , I ��,,�J � -� - , t, , , , "I /'', " ,� I , I �_ _ �
I � , � , , , , ,� , , �, �. � , ., _� I. , , � / , �,
-�', .,� e �� " " / � ,::",,,,,� " ""I"� .,,11�, ."'.", .1 I, ", -�,�", ", ""',",",,.�' '�,', " I",`�, , ,." �, ,, ", , �r,��.;�,,,��,�', " � �, I , �� , �., ,,,� %� I "I'- , , 7 I" :� � , �.� ,, ,-,,,-,",.,�,,,,�,,, � , �
, � , '�:"`:1\�:,',-,- ���� .
,� �', , , 1�� - -:�:�,�-:::":�:, ,-" "':--,: -:::::: ,
,
, 4 " " �, . 1, ,, ", � , -,
I 1 . , I � - � I � - , . I I I I I . , " , , 1 , / , I . �_ ",___`�:-1_111::�-,�: ,
� I I I I I � , �� " , " , I 1. � ", " . I I � . , , , � � I I � I '. , � . . . � , � , " , , " " I` .1, ', " " ,,,, , "" ", , ," �` ",
, , ", ,, ,�, ,. Z, I" "I'" " 1, 1� ,.�,.,�,�11,�,',11�'_,,, , � " >, 't " , ,��.�� "� ""I"', ,�,�',��",",�,'"�",",',�'e,, 1, "I 1�', _,� �1� ,,'�,,,t,��:,--,�` " " ,,", ., �, , �, ," "'. ,,,'�',"". � -�,�,:��,,��:"" " 7 I.- - _17 ', ,�, Z�, .,- ,�, � -- - "
, Y-,�- - ��", � , , :,,�� :, " ,� :�, �,, �, ;�?�:�::�::::
5 17",
'. � �, -, , � ,-1 � � ,I ,� I , ���� I -1 , I , --�7`.,-"�-,7,�"-- '71"`�,;-7-`-7*, Y�7��:7!,7 , - -�, , " ",*7',,�'on, 1 �74 -'r, - "N .! �
I , " . I �. , , , ,� , , N,i, — , , mm""aw , " , , ", ., ii� I ;�.11'.i� �� �� ,;; ,;�`�
" I , , r �_ . �, '. �, , "� , I , L,-!!.-,. � � � ,
� __ _ ,, ', "\�, , , '.1 , ,�:-!t,� ",-7'�'7',,,`�-- ",:r`�7t� , 7.a�_,;�,
-,� ,I � , . . . . � , � , , Q -,I , � -
, , �, ,�, �� '. I � I I � , � . . . I . I " � . " I , � I I � , " , , , , I �::�,;�,,) �', ," ,'� I I
,� � . " ,� , . . . , , � , , , " , I ., , ,
_� - I I IP _� 11 , �, , I I , _* � , , � I , '. � '. " I ,� , , I � " , �
. ,,, �` - ,� '. '. , " ", "" "' �� ` ���� " "I � " ,, , , ,_ �"', , - , , ,� ��. � , �� " .1 , -" �,,�,�, ", ,�, / ,�,, ,�, �, �11' "I �, �', " ,� ,� , , " , " , � � ,�� ". 't" ,,�,", "".". ,,1 ,'� �., , ," ',:,�, -, �,� ,�, �, " " mi� " , I , f,",��,-,�`:,-�-`:,- .���, ", " "' "� ",11 .1,
," ,aw,,'""I Im � . m 'on -', . '" ,,81�,�1=,,6�m-jmml�,mm,106", , i " 1, '. ,� "� . . . . . . I I � , , , , , � .�� , I " - - m
-1,
�-o �f - - -, , 1, ,-, ,""�, 4",��1' , , , -_ I - -1 I �1�tl �, , I � � !=I �� �� ,�'1,, ,� �, . , , , , t , "I, 1, ,11",_1 " ,� -, , � , , 11 - :� I � . , . _,"�
,,�,-, ,.�,-��., , , , , , , � , , , , ' I � , , I I " " I � " ,� , " ,,� ', , _�,� " I " , � , I � � . , " I I � , ,� " "��` ', ":�":�,, - � I 1�
� , 1�' .1, I" � � " , , , ,
, , " - ;;�,,:�,,� , " " �. ", , " , �; �:, -� � -, I, Ir.' ,,,�,,,�,-1 , � , � I ,1,,� , � " " ,� ,, , �, ", ,� I I �� , � " I , ,� ,� t,l " :�,,�ll'�'.11�-":."".,:,--,��'�,�,,�-.,:��-"::,, ,
-,O.-;�--�:' , ,-�-:,�.--�"::" I",-, /�:--�.�:� , - , I � � I I , ,1�",. � ""'.' , .� , I , , � , ",:,,, "���,.":� ., � , ,
, -, , -, - .,,,: " , . - � , , �",�,I , ,"I""..",�", , ","��,, ��, ,�, ", ", �, "�",`�,,":,"',"," I" ',1,",/I "' ,:,1_1�.11 -1 '1- � ;
I , , - . I - e , , 11 , , . � , I �� � � � �, I " , , " .,. ,� " , �, ,, . � , � " ,� / , " ," ,�,, , ,� , , " '� � , �"":�"`�,, :, :, , , �"'�11� , , , e 7, ,: ,, ,., , — I � I ::7111'1�1",177,,,"17
�, , , ,� -, ,7- 7,777'.,,- , , " ,_7, �� ". �,, ,,,, ��1:��,,'-, , , , , , , � � , - - - " � -1 �', . , " 'k��w� �,I�i74_ __ y 3�x_-,,'a z"_a ,_XA� . . . . � " � , , . � 't',
� . . " � , I " ., , , , ,, . "I I � I" . �, . - , " �, i , � I I � , �' '�
() , , ,,'.L�' ., , ; " I � , � � I L , � � , " " " I , . . , , . " " � 111�� ,,L,�,�, n� � ,� , � I � , , , , �, p�mM�1=17'1, � 11 � --0A,--,,o
� 1� " �, � , - , - :� ,.� �, � � , I .�,,,11:,_"�� .�",�', . , , , �. v 1, ", , � �t -, " "I ,� " , , �. " 1�' 1, I" ". "I "_ ,�,.,� I I , . " " ��, I . , ,_� "I 1� �', "I �, ,�. �0 ,,* I " , " ', '/" "., ��_ .,. I "I., �, ,"i't, �, '1� " �,�,",�,� , ,�� 1 ',1 " ", I I . 1� � I ,, �, ,���` � L� - 12�� ��� --- --,","_6,�,,�", � .,,� �,,� � , � � , , , '1� " -, , "' -, � ' - ' � , , - � � 1, - � . I ,P;�;�=� ., ,"
, , , , � ,� " ,� , - - -
, �
, , � � , , :, , ,::::,
� " . t,:::�::::�:::,
:, -:�:::�::t,
� , ""'��'�',:/, -11�1'_-�/�"_" " " , " �� ", "�.�,r, �', '.��'',,��, 1.", "" ,,� ,, "' ., ., ,�,, "� r '.1".11` ,.'�,_, "` " " '' ` " , , � �. � 'I, .I I��," ,_�,,I ,,�,,.,,� ��,, ,"".',," I �", ,, ',-`,:,.,'", ",�"""��,,,,� ", "', , I I ," _,,"', ," "11'',"",,,,,"�,�',',�," ,, ,�,,"., "" "� ,�,, ," �" , z "" ,",, � ` , , �::�,�:��',,�"" "'I,,,,r,,,�",,. ,�,,""�,� ,,.' , � " , "I �,, ��I,,,��","', ,", ,,,, I , �:�,-,::,, , � , :,11 ,1 -:�:::�::::::,::�
" , ,
""�_,��,.,�, "I ", . "�, ,:, "'. "I' ,, , ,�, ,�, "t, �', "" ", ," ,�,�,"',",�t,� , �� , "Ill- ,,�,,",,��,,� �,,,'��,,',, � , , -, ,_ I r' " �' , , "', ,, " , , " , �, ", , , � ,,, ,",-,",,''�--, ,,,, :�,
� � ,
" ' , , , , . � -, "I �� , :, � , � , � I,�Bpi,� " ,-, � , , " , ,� � ,� �. �, � , , , " � , ,� , , , , ,, ,, ,,, �, �', , � , � 11 ,:� :�
.-,;--,; , , . — %, 7-f�_,,,_ -r. � .- __ I , -11, , " ", ", "I " ,� '' ,� . '' , � .� . ,��,,.�I - - ,
�, `1,� � __ \�/,,"11,-'� Z,�, , I I � � , . .�' - -1: poll, �tl��t:"__
, , ��,;, , , �_ - — .-
� ,� ",
2>1 �7, ", , "''*'!��'_,'Or '14 ,__�,,," , — :,1-771, " �,::��'.��771��:,, . , ", , �,,11"'i" �, � �" , .,�__I- " ,,,,',�",�',. ,,�, ;��� � �, ','�'7 _,_ 1, , " , '. R , ',�' ,� � "
— -7-,� _��_",,w � 7, , - , �
< -1::�::i�:,-:�',.,�",::.--,�,,�,--,� t�,', `7`7--`7 -'1!`G. _,- _!!e ,.� , _', �. ,
, " � -:��"::�,:��:�,,,, ,,, ." ,�,`,`:�_".-"�_,_ I
, �
, , : , � " " , , , , , , '. , , ,
1� IN ',���,,`,,�-`z,, " ", ,,��,,�:,--,,�:�,,�,'�-�,���".:�,--,::,�,-��,:::,�,�,:��,,-,��:�,,,,���,,,.�-�:��,�:�,:::�-�::,::"::::�:,���",:��,:�:::-���-���'�--��"',,--"".-�', � , , :"��,, �, , , � :�
� ::::��,:,:_,�:,1_:::,::�::�:::�::�::�::::,��,, ,., , �, , . �", "'. �, :,
�� r,,,--!,.-'".,-.! '. ,�" ,, � �, - I 1�'7, 1 "� -, , � _/ , � pd� ,
" 7
, �
, -,�- "Y'"' ", ", _x " " �, " , , �,, -::,.:',:::
" �`4 �
, ,
� ,
. 7`��t, ` , , , �,, t" �� 1, _� ,� I , , Q , I" - ",�:�-I ��,�,�/,- ?..,' :, . _. �
" `1_ . �/11�,�.`�,I I�*`�
� , �
, �, `- ,�:::�-,,�� 'I, ,�,
,
, � , , . I , / ,.,�,r� " ,
� , � , , -, , , �, , " '. , � � , � ' ' " " '� - � , 1 , , . � . . . � , ,
I
, � I � I I , , t , ,� �, � . , � � 1, � " I
�
� , , ,� , � � , ", ,
,
1, I �, ,,� ',�,/,� " ,,," 1� �, '/" �, ", ,e� �,, 'I" �1, ,�,,_,_," "I � ,., ,, ., .,� ,� 1,,'I" �, 1� "' ,�11 ',�,,,, ,� ,, ", " " " ,./,11 , " ", " r' , , ,_ '' , �� ,�, 'I, ,v' (" , '. , , _V,- , .� '11 .11 � f I I " � � , ,/',�,"'�, ,I�',,t "\ , , , " � 11"/ I " � t
I �� , , " , � , I I . . . .., ,, / �
. . . . , , , , ,, , , .� 'N
,
,� , � �, , � , , , , ,
� , 11 , � � I , I , , � � , � - " , � I 7rr , . _.) I , , - L . � . . . � I T" . . . � � � � - " � - , , �, �, . , � � r, � , . � I I �, I , f", I ,� , " " " , -, I 1� 1, . 't -, " , , -, �1. , - � , , � � _� , � , �,' - �� . I
I
.
I
� I
I . I
�
�
I
I
.
I
I
I
�
�
�
, . -1
e_111vv!i`!
1 ii 1,
11
-N!i iCAP,&
I 0 1 1 Um . 4
CONSTRUCTION NOTES CONSTRU"CT I ON LEGEND I , -
cb 0
4-k1; ��
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THA 4 C& 0
UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING T 0 INSTALL PAVERS IN 900 HERRINGBONE PATTERN.PAVER SIZE,TYPE AND COLOR TO MATCH EXISTING PAVERS IN 0 . �'. � '. 0 0
7 1 X�-
ADJACENT FOOTHILL BOULEVARD MEDIAN.CONTRACTOR TO SUBMIT SAMPLES TO CITY CONSTRUCTION INSPECTOR FOR /LI- ,_ _- `�
DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE S!Ig_�,e
APPROVAL.SEE DETAIL B,SHEET L-3. 1 7- 0
ARCHITECT AND CITY. THE CONTRACTORS HALL ASSUME FULL RES PONS IBI LITY FOR ALL NECESSARY REVISIONS Tate—7
DUE TO A FAILURE TO GIVE SUCH NOTIFIC,'ATION. INSTALL 18"DIA.PRECAST CONCRETE BOLLARD,MODEL NUMBER#QR-68B,W/STAINLESS STEEL CABLE.BOLLARD . 7�V -
CD . Date -
AVAILABLE FROM QUICK CRETE PRODUCTS,TEL.,(951)737-6240.COLOR AND TEXTURE TO BE C1 J2 NATURAL COLOR w/ ,
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, LIGHT SANDBLAST FINISH.ARRANGE FOR PVC SLEEVES TO BE CAST INTO BOLLARDS. SEE DETAIL D,SHEET L-3. I I I 1111 �
PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE To O'F C N I I
DAMAGE AND REPLACEMENT OF SAID UTILITIES. (D INSTALL MEDIAN DESIGN ELEMENT.SEE DETAIL G,SHEET L-3. -_ -_
3. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER (D CONCRETE CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. I
TO IRRIGATION PLANS. �
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED (D ROUTE 66 LOGO IMPRINT,PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. I
TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. (D CITY ENTRY ARCHWAY BY CITY OF RANCHO CUCAMONGA.
5. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT CHANGES -
17'\ STORM DRAIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
AND SHARP TRANSITIONS. : \.L/
.
.
1
6. ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE (�) EXISTING GAS LINE.PROTECT IN PLACE. DESCRIPTION OF REVISION DATE CITY
APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. (�) INSTALL 20"MAINTENANCE STRIP.CONCRETE PAVERS IN 900 HERRINGBONE PATTERN.PAVER SIZE,TYPE AND COLOR TO I APPROVED
7. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MATCH EXISTING PAVERS IN ADJACENT FOOTHILL BOULEVARD MEDIAN.CONTRACTOR TO SUBMIT SAMPLES TO CITY
(GREEN BOOK: 2006 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4,201,303,AND 400, CONSTRUCTION INSPECTOR FOR APPROVAL,SEE DETAIL B,SHEET L-3. Ci Y F RANCHO CUCAMONGA
n AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION,PRE AND POST INSTALLATION OF CONCRETE & ASPHALT IMPRINT,PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
m 8 WORK,MATERIALS,LABOR,AND CLEAN-UP. SEE CITY OF RANCHO CUCAMONGA STD.DWG.103 FOR SIDEWALK
-� w
.
< *_- JOINT LAYOUT.
W �- 0 PROVIDE AND INSTALL 1906 REPLICA'CAMINO REAU BELL WITH ARCHING POST.BELL AND POST TO BE PAINTED'VERDE
w 0
9 E� GREEN'.AVAILABLE FROM THE CALIFORNIA BELL COMPANY,TEL.(408)249-1000.SEE DETAIL C,SHEET L-3.
�s � F(90THILL B"kOUL' EVARD MEDIAN
�
12 A
�; ji PROVIDE AND INSTALL 16"WIDE PAVER BAND.PAVER SIZE,TYPE AND COLOR TO MATCH EXISTING ADJACENT PROJECTS
tm cm q�
V g ALONG FOOTHILL BOULEVARD.CONTRACTOR TO SUBMIT SAMPLES TO CITY CONSTRUCTION INSPECTOR FOR APPROVAL. EAST SIDE OF CORNWALL AVENUE TO EAST AVENUE
.� A!
M m SEE DETAIL A,SHEET L-3.
:�E ��__j
i/i 11
'm w
= Im �� PROVIDE TREE WELL(PER MODIFIED CITY STD.504)AND INSTALL 41 SQUARE CAST IRON TREE GRATE AVAILABLE FROM
�§ a
§
k! e I I MCKINLEY.MODEL#RS-48)(48". SEE DETAILS E&F,SHEET L-3.
0 M CONSTRUCTION PLAN
..
P! N underground Service Alert
2 2
�! -1 q� INSTALL 4"MINIMUM THICK MEDIUM BROOM FINISH NATURAL COLOR CONCRETE. -or
i� � "PROVED By: DATE.-f!p-% I-01)
ca ca f-,-%
= -
i� V U5 PROVIDE AND INSTALL 6-LONG BENCH,MODEL#58-60.BOLT TO CONCRETE PAVING PER MANUFACTURER'S �,�, :! ,,
;: - F I
0
CITY ENGINEE 10, a :7- RCE No. 53672
111 .8 rc-31 ��i I
2 , Call: TOLL FREE SPECIFICATIONS,SEE DETAIL H,SHEET L-3.AVAILABLE FROM DUMOR SITE FURNISHINGS,TEL.,(800)598-4018,COLOR PmkLAm' 1 Com"No""'A REFEREN "ES ommm'11m1g: I - �
2 t-0 N KUz$%%5 L;
g! a SHALL BE BLACK DESIGN ' RECOVI)ED
m
W &Q ARCHITERRA DESIGN GROUP
c c '
W ,a
W CO JLP/DR LANDSCAPE ARCHITECTURE
� "?, -
cc m 1-800 FOR NOTES AND LEGENDS, SEE THIS SHEET SITE PLANNING — ;z 11
.r- .f-- �
1�� ?� CONTRACTORS SAFETY NOTE- DRAWN 10221-A TRADEMARK STREET SHEEr
2 E! e FOR CONSTRUCTION DETAILS, SEE SHEET L-3 SCALE: I"=20' RANCHO CUCAMONGA,CA 91730
B ,- CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL THE
= ,-- (909)484-2800 FAX: (909)484-2802 .
< < PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, I . I I � -2 OF 9 -
2 2 422-4133 FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-9 1 I., : KSM L 7 1
:2 m WARNING CONES,BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. � FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 . .
a_ m 2834
-,* -m � mmm �� CHECKED RIA NO.. DRAWING NO.
�! 'n TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 lmm� I
' ' EN
1]
F' ,,'L'.'�:2 2'-6 1,1, - D
�
,
,
, �, 1 21_0 t,6'-Ou 61-00i, 4 � p m
I ':-xxixxxx �7
1 1 ;
I
I
�
I
"
11 § 01 5 10 20 JRC/JLP DATE 08/03/09 JOB NO 0843-5 2 2��-/.
;43 1" - .�
Fl-�
�
I I PROJECT Sheet NO. to of 187
. .
.
I
I
1 '1 PER P 1 "
7 f 5 7 2011 7
"�, li,
I 221_6'1 221_ 11
_ _
NIf
N N
LEGEND:
'•-:�:.-o• _ __. . @ • • , w » • a •a-W _.___. ___ ____________ ..:�}'.•?}_rj.X•G}•su{{+vk';yi{i'h-3":{{�jY7,r�G -i4?-•• __ _ _ ____ __ _ ___ .k ry
• ---� ••:: �' 12'-(141
f, 1 11 3 2
__________ : Y::is'vr'SC,4�:'=H{•Y'"{rS:{% �.-0Citi^:9l'?•'{-}i::l• ^'.
■ w • » » s @
- ■ n s •■• w ■ •W •® w s f®f _ ._ f®®•®®f®■•®®f ■,•®®®■ ■f■® _ "•f■_. •■P a f■ s f w f P f f r
r 1 CAST IRO ELL w/PAST IPI G P
® s a`W a :`R» : 4 4 e ",•" P a . , ,-■ . - aR•w- .•W-R■ •w••-■ 4• ,
AND►CON CIO S PER v. ;r''
a f»f �.fY f6
. - . - - - °,■a-. e ...PA f`Pg4�2 °.f a , a" _ - ref
_ -- - -"_1__1._`._ I'.---.
_____ ____
.______._______-_
- e CONSTRUCTIQ LEGEND. I STALL . I
-----*---z_*-*_---- �-----,.,1. "r, I .'. - -..--.-,-__.,--...-.. K, a`* PER A UFACTU 'S 1
-.---_._-.
_.--._--_._..
EG E ATI S,
. 1 -9
2 FOOTING. � ',
IV "// ' _'
92+00 w
4 1 2 5 3 3 1 2 5 3 1 6 4 5 3 1 2 ` ' CONSTRUCTIONAI SURFACE PIf/ P kJ' ^!
4. ly fill
PA
PAVERS @ CURB&CONCRETE EDGES PAVERS @ CONCRETE&PLANTER EDGES 0)_!!A!��� 1 ����� @_!!fLD������ 90%COMPACTED SU GRADE, 1 11
j /
PERS IL REPORT. ,r III
LEGEND:
} :" .! ,1 ' ,r'1/ ,. r`'4 ,✓ .T"v � +, f"` rte'., \ ✓A"�` �'+.r�. ,I„err+, o� ,,,,> '`,,'�
.i y� s!' ✓ r'�,,`! �.�;, r 1 r '`�, �,,,. •,r ,�,. �,.✓ C r'"W .�/..''f'^,r ,may €! ,�,.
d `r",...� z , !. `' � \ \ rx,, '`� 5 \/�`,„ ,'wrr `",�,� '`5.,`•„/r / 1�1
1 i fi"WIDE AVE Y [ SOLDIER y
COURSE AMORTAR_I PLACE. USE 45° LEGEND:
`,
", r
f
` A
d. {
CUT CORNERS A REQUIRED. PAVES w :e T
,d ✓
T E EC T CO2,TYPE 1. 1 PAVERS IDI '90°
W H RI G Q E PA ER 'A D ! � r d ! ✓ f r d' f
O TARE I P CE.
r,, �. ,,
2 3"
1EL IC PAVERBAND.E SETTINGASE �"�_ ,, , ✓ `✓ / r ,
WEENEEMEMEMENEOMkl-2 T 1 G ED. r<x
:
,�11
® 3 4"THICK ADJACENT G Wf 3 =/ \ r11
DEEPENEDEDGE. COL AND FINISH E °- 3 "THICK CONCRETE ASE (�) Y \
`".r^`;%` r✓ j' t r " ''�? +. r': ✓ rr ;.! tip.' '"
11
PLAN.
BELOW PAVERS. I , � a; ; „f .' � : :`✓, ,, ✓ /
G I
r , ,, \ ! .•,!' s r �",'\ °s f ^' fie'`,f 4","m� ` '' e., ti r'
PLANTER ED . -- _,/, 'f, ,:,i 5 11 P)r / , , ; I
4 ADJACENT CONCRETE CURB I •_
'`' ,
ADJACENT CONCRETE CURB AND GUTTER _ - 10 I\` : : \..> t ;,, 1
PE CIVIL GI EE P S_ AND
G TE PE GIVIL ,*✓!•. r;, 4, `/., p}. , , " f",,� o ''I ��"
5 9 ®/°COMPACTED SU A E PERW-T _c\j — -PLANS. — E �' f `, 4 f ll f d r "/ p` °
/--N - j ENGINEER'S _ /s r r
. co
r
P
SOIL REPORT. 5 9 %G PACTS BG DE, ;; v ,./ I v
OR PER SOIL REPORT. v
I F ! `". .f �. X f^ ,,- ,>',rh,r, hk a ,, 11
''�r„F. +,
_---.
_.
\. \
-• .... i
l
6 EXPANSION ___ •._. .__.•. _.• . .... .... .... .... ... . „ _.::- _ 1� �,,:� �,• � °>. ,�
JOINT. - - -- -- -- ... ... ........_:�::. - _ _ ,� ��� ;�� �, �,�/ �>" �,�
MEDIAN fi EXPANSION JOINT. '
U to f {" ✓ r r
/ r;
PAVER LAYOUT R ('�� CURB M
IJ PATTERN �.`_.' FINISH GRADE. - - 15'_011 '"/ \„ ;f > d r 4 f
PAVER LAYOUT PATTERN F•,!�ti/". .,.,r '✓ .1 'K.^\,. ;'`.'`'r` +rr / ",\.` ✓h� Y .�'• `,, "'o �"r ,,y'Rk/ h.. .r.,t r'',,
7 FI I H G ADE. �., ,` , , ',. �. `\, Z,`\ ' ` ` ,
12" / TYP ,, r /✓: ., /.,,, r r f ,.,., r dx f h\A'g✓r rfri., >\,,,=., e4✓! f. p u,, ,a'',.,f,.,,�,.,,t/`'+, ..O ,�„.✓\
8 RTA SETTING E s •/f ¢r ti,r, ,,.: r F / �', r,,!,h,,,' tir'\ �,..,'"•'� ,\,, \" t'\.; r' .� " ,..;!'✓, �..r *„'h 4''�"'/, 4
A In PAVERS 'rr "I °. 111 /" ,f r /k g '*� `^�.✓•^r \11" �"� .,','' fi s`„ s'w/"'{¢,`\. ,.^'",,},n^.,� .
PARKWAY - 1111,11lillillill,i,. = PAVERS @ MEDIAN BELL
I L�. ,✓; `\�, *,.y1"`+,.. I \'^... *,.\..F...\;✓'`..,�s'f"tie` '�f ., •. .,`� 1. s"' `q`4,+f,.,,^,,\p°'.. /,�"/",/,`, .^.,/�, ..Y...o ,^.t1, r"
,,, O Z \ 1
= mm
-¢if Ill I ____ -
GL - - _- _ - -- _^ - _ - ® . - -_
141 _ . . - . . - . - - ®_ - _ _ - - .
11
7 4 - - - - -I- - ® - -
_ _
I ANN MR ON
of 0
("�`'� 3 f4--� 5 - _ - _ _> - - _ -
`�.,"..A` PRECAST CONCRETE L , 1 PVC SLEEVE 4 9 _ _ a � _ _E.® --4 .- .E .E -
T E T-2, COLOR T E C-1 ---.-.'-..----..---.,.---'I _ - - - - - - -
m r _: .�. _.�: a.�. _.�: _ - - - - 4
_ _ _
NATURAL. -
- - -
_ N _
AVAILABLE -
L F _
QUICK E
C
=� - - - _ .
A - - - - - - -
_ == . 111w - -
R :r:ter
PRODUCTS,S L. 951 737 2 A - al- - _
6 - - K_
rr:� =rr _ -
�f .` ■` .` ■`PVC SL E et _ • ■ 4 . ■ ■ .W 4 ■ •• a° a` :` :•: -
TQ ECA TIT OL ■■■■••w■R•.•w-■•w _ ■ ■ 4 @ • W • . ■ w w _ ■�. w w R • R c� -
_ rR ■ ■ ■ . r • _- 1 `•R"W f w B a`R f W•- @RW ■ •■ ■ "R `• • ,f■a®,®P■•,® - a®»f® _ 5�"' Y" Tim' CZA .�.R`._" �'d&S,P e
rf••R f•f.f@f■fP®@f - . ■f■•f■`fP f•°fW f■4■■■`P•■■•■• ■ " ■ ■ R,■ • ■•
1/2" IA. STAINLESSSTEEL LE. LE T. 1 - - ®. -
T
I - - " = - - -
=t
A PA
HAVE - - -
".
-w
4•
P
v;t
V A
F L11 -
Q 4
DEFLECTION a
C .
SAG) _
G
} - I
I
- _ _ - . - -
BETWEEN BOLLARD SPANS.
CONTRACTOR _ - _.
:_ - - 7
PROVIDEAP LATELY SIZED C INSET: =-� _ . -_ -_ . _ -- _ - . . - - _ - - - -
ao
LE O ALL BOLLARDS. VI 1 3f " =° - _ _ _ - _ -
1 E x / " EPCOUNTERSINK E I SCALE:3tt_ 11.014 - - - _ . - - _ -- _- 151.0" 151.0/1 151.011
F E L SCALE: 1"=14.0/4 - _ - - - _ _ - -% _
frix .1 G LE TAT T TERMINATE T . - -
L / O T' I 121_ tt OR 1 51.1311®.0 1 t1
T A 'T P TGA LE SYSTEMA ( ) 1 1/211 iJ ci D6 INSTALLATION MEDIAN
TAI LES TEEL H . CA LE, AHE S E P184/ 1 "
AND TO T SYSTEM AVAILABLET U 1 2 SCALE: 1"= 1,_1311 8
PRECISION CABLE A SWAGING, INSTALLATION 4t� 1_ tt 0 CUR D GUTTER P CIVIL ENGINEER'S L 4"THICK JC G w/DEEPENED
I IEDGE ATT ATE. COLOR FINISH E
TEL., (800}321-3 — L. I 7 SCALE' 1 — 1 0 ('�'�
` STQ VENEER THEME PILASTER wf 6 PLAN.
ADJACENT U FACE E CONSTRUCTION / 1 - _ _ _ _ 4 SIGNAGE. SEE i { .
- _ _ _ _�_
LT 1 T, T CIVIL
1 PRECAST COC OL /CABLE. I IMPROVEMENT PL
fr, lEMBED1 . 1/2" I _ " ANCHOR LT 1 I I I
5 t
C DETAIL , {
E I 2" I x 5" EP GR G � —w — — —�— ®� — !t If ENGINEER'S
S SHEET.
USE - H I �)
`'� N _ e 1 fib L , T IVIL
_ �4 PAR AY V S EE CO ST UCTI L E 1 V
DEEPS F TI L D. T i ___ -_-rt'.-_ __ _ FORTYPE, COLORAND PAER SDETAIL
CONSTRUCTION TI _ - _ _- - 1 MEDIANPAVERS. CONSTRUCTION LEGEND
11 O PE, COLOR S I ,
7 L 1"THICK T E 41 - - _ 5 TREE ATE. SEE I , 1 1 T
1 _ _ _ - . G)
L ELL ASSEMBLY PER
- - - CONSTRUCTION
- _ - -
@) PACTS U G
ELEVATION _ _ LEGEND. SEE I , 1 a
SCALE: 1f2"=1'- " _ - . ^ = ` - "�.:_/ BENCH P CONSTRUCTION LEGEND. SEE
_ _ - - - - DETAIL ,THIS
WN
\
1 g11
8 �) INSTALLATION { TI
PRECAST Cu"NC R%ETE BOL LA RD w/ CABLESCALER 1"= 14_011
SCALE: AS SHOWN �
41®211 sam SCALE: " = 0'-O"
__EN110ANCEEL-) THEEME ENLARGEMENT
A 1 T PIECE,
PRECAST CONCRETE MONUMENT TOP /' O 66'L G A 1"
TRIM O (2)SIDES.CAP PIECE w/14" DIA. SPHERE CENTERED. ASE TRI 1" �,
-: _:_- U ALL( }SIDES. AVAILABLE THROUGH UIC CRETEPO CTS,TEL., 11r .
(951} 737-62 .CONTACT: . LI Y SMITH.CONTRACTOR SHALL PROVIDE - C
IN ft� __ - SHOPDRAWINGS TO CITY Q RANCHO CUC O SUBJECT T CITY IE T_ IN - *uM
P OVAL IO TQ UFACTU I G. , .- .0 _
It
2 " "x 16"PRECISION MASONRY BLOCK. R CELLS SOLID. BLOCK T
ura 1 1/2"'--� U '� t
-- LLO FOR 1:12 A ST V EER. I 1 M `'' 2i
_ TYP. _ rs ;=1
? ....... _... ' _. 1 3 # V TICAL 4"C.C.w/ " T F Tl �- X31—�
1 _ -___ 11 ene tlat
» 12
0
#4 HQRIZ TL RE ARL @ 1 O.C. Oats
-9 -.-.-. _. r: __ CAP PIECE �. 01
19% -________ --___" ffi__ - '... I...... 5 IR CO LE E EER,CITY[ SCTO TO VE C L L S LL
1 C I LEY TCO. 1 _,_._._._%.., - _ _ E MIN.TO 1214MAX. PLACE LARGER STONES Q O AND GRADUATE TO CALE° 111 11 " 2 3
S . C I TREE ATE -= --
FRAME, ' S' O L. C - - -6 _ _ �- SMALLER G TOP. NATURAL COLOR OTR. S INTO LOCK WITH MASONRY
L., ( }433-23 3. 7 -.. e VOID CLIPS.
2t �m - Omani
■ ■ W s w • ■ ■ s . . . ■ . ■ . . . • . . ■ . ■ w . •
2 ANGLE I ATE A f - _ 6 CO FOOTING. RAI E ABOVE J T FACE. , .aa " *.. 4 • » faf.■. fw..fwfW.■". , w . • a • ,
#2 REBAR INTO U - A }` - - 1/ "CHA F EDGE ALLA U ,d .■v■w-•• ,.... : "-R■W•,•a Pa... -.-,•a.: •:...°...., "... qzzr
*- _;�__-_.�. •----- -------- - --=-= VEHICLE TH -. • .* ■®■■.•• ■� w!•w f.fP_R f• • . r r 4 P . ■ . w
-a-. W . , R ■ •w•.-a■,• ,-W•,-.•w•4•a■.-a
L ALC C E �— 21 ;, ___- 1 1+t . +1 •■•■•�■:■.f.: •®.®4®■®W.."....,® . • . . . . ■ ■ ■ . -
F , COORDINATE wf °� _ -= - - --
' -- _ 7 ADJCE T PAVER SURACI . SEE 1 F TRAVEL • • . . •■■f.r.•w,.f■f.■■®. . .
- 11
r . . . ■ . ■ W ■ . ■ . . ■ ■ . • • . ■ ■ ■
@•r•w■a W■a•.■a •a■aaw■.
' cv
C 1 LEY ANCHORING IIt - - -- - -- - w 1 T _
DETAILS. 3 Is
% - _ - _ - _ _ _ COMPACTED SU G ADE, c _ ___
PLAN ('�� t1 - _ _
16 WIDE AV A E fi O 6fi _ CITY
"_ 11
PLAN. I? 44.8 DESCRIPTION OF REVISION DATE
PROM GHQ OLT F LOG LOGO 271+ APPROVED
SCALE: 1/2 = 1 0 PRECASTELEMENT(2 P SIDE, = 4
(�) 411_ "THIO E I 8 TOTAL}. SIZE D LOCATIO PER r
CONCRETE ASE ATT E 1 3 PRECAST MANUFACTURER'S VEHICLE PATH
GRATE. OF TRAVEL LEGEND: (: ITY OF RANCHO CUCAMONGA
4 4 7 1 12 , a �,
ASE PIECE ('��
5 2 C E CONSTRUCTION LEGEND.
5 NATIVE [L PCT 4 I'llLOCATION SCALE: 1"- 11-011
0 ,-_
®l°` 7 7 5 -.1 - SCALE: T T SCAL 241 CONCRETE PAVING PER
'- - CONSTRUCTION . DEEPEN BELOW
,w
-_ _ ..
, , . •
. -_ BENCH.
9.• R f■f ( 6 ) FINISH GRADE INSIDE T E E
A•4•,■a
W■ ■•■0
___e__ _______. �__.____..__
.a�.®;�• ELL. - _ - - _ _ Q0 - _ - -
. OF CORNWALL AVENUE TO EAST AVENUE
Aw•*•••a"•a-•a•,•.-»•w-■-w° ®■R■• a`- - - - - _ - _ - - - _ - . - - �f ,q 1EAST ""•,
» a s s • a
s a 4 ■ a
2 i 1r 1 !1
- _ _ _ _ _
Ilou
3 1 f2 3 3f4 EXPANSION ANCHOR BOLTS
_ A
0 _
rf•fWfw 4.R.■.-. .. U T ELL. 1 •`••■"••.•••■-■ - . _ -- - . . ®;a;,aof - -
PER MANUFACTURER'S
_ -- - RECOMMENDATIONS. ((BOLTS.................. R •ff■ • Rr"`:;:f 51®2,4PROVIDED wf H
. . • . . . . . _ _ . "
( 8) MORTAR SETTING BED 4f
%
CONSTRUCTIONDE
1 - cq
. _ = - - - - .-- 4 V 1 - 4 90%COMPACTED SU GRA E,O PER
12 2 ELEVATION - SOIL REPORT.
1- " 7 - - _
I.
CITY ENGINEE . RCE No. 53672
NO - - = --F--.--:-;i-
1 51-21 PRECAST PILASTER FIELD,TRIM,CAP WI
DESIGN CC}M DED
SCALE: 1"-- 1 4_(1" 71-61t FINIAL TO BE STAIN COLORED BY 3 -
Jf— >Ixlll� \\�� QUICKCRE .FINAL COLOR SELECTION THE LO
GO NICHE
AND FINISHES TO BE DETERMINED BY G JL LANDSCAPE ARCHITECTURE47
1 R CITY RANCHO CUCAMONGA. SCALE: 11� 11_ 41 SITE PLANNING
SECTIONTREE GRATE MEDIAN DESIGN ELEMEIN HEETV
1 DRAWN RANCHO CCAMONGA,CA 91730 10221-A TRADEMARK STREET S
JL / (9 4--2oa FAx: ( 9� 2 �2 of
SCALE: AS SHOWN CAL : 112" = 11-091,
CAL, : 1" = 1'- " -�,e D Na. D WING NQ.
_ _ __ l,ii,ii,,-Ii,,,Il,i,l,,I,illliiii,-,I,lilim,mi'm ________________ - ________________ — J /JL PATE 06/17/09 JOB No. -
. 1t
I-411 MAIN LINE SLEEVE - EXISTING 16" SERVICE MAINLINE 37' NORTH OF TREETCENTERLINE-44# A FOC LOCAT%OV4 ft�fe * see leost-ii
LLL1RE,,,SLEEVE WIM mm == mmmm ionlillill Mi No= am= umm a 11i mmmm man == illilimmann &&-Q&
----------------LIMIT OF WOR LIMIT OF WORK
11/2"90+00 L-1 3) 3/4" W IL
3W in M � A E1__j"I 4"
3W IWe 11
3 r, T7 T7 3W 3/4"_v 4011 J V 0
LIMI
CONTROLLER NOTE: LIE P FOC/C014
P Fe Fz To Pavy
-MOUNTED,MAKE AND MODEL LOGA-r IM4 laiallow
AUTOMATIC IRRIGATION CONTROLLER TO BE CALSENSE PEDESTAL
AS SPECIFIED ON IRRIGATION LEGEND. INSTALLATION LOCATION APPROXIMATE AND TO BE
FOOTH I LL W COORDINATED WITH CITYS REPRESENTIVE. 110 VOLT POWER PROVIDED BY OWNER. IRRIGATION
W
CONTRACTOR SHALL PROVIDE AND INSTALL BATTERIES IN CONTROLLER FOR BACKUP POWER.
BOULE'v"ARD Cl)SEE P.O.C.E LIM R N IT OF WO LARGEMENT BELOW N
W
0 Z
W I U 3 <r
W F
z . ..... ina alai Ill mi��Nw' MW NW4 .ssm I= mu, Illin WAR CC < NOT A PART.AR A PER ON-SITE PLAN TYPICAL SLEEVING NOTE: SUBMITTAL.BY ARCHITERRA DESIGN GROUP CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL MAINLINE NOTE.-
WIRES WHERE EVER THEY CROSS UNDE COBBLE OR MAINLINE SHOWN ON PLAN IS DIAGRAMMATIC,CONTRACTOR
HARDSCAPE.SEE DETAIL 1,SHEET li IS TO INSTALL MAINLINE IN PLANTER AREAS.A-3 A-4 No= mm mm Mi so= 0;N,n fi� on= no= mum == mm mm lill MW Mi mom mm MW LIMIT OF WORK LIMIT OF WORK QIA A 11W 3W ZI C4 T7 3W 314"W LIMIT OF WORK 0 XER.FIER 11.3 N XER. REF. 11.5....... ...... ------ 4!1 W ....... -- LEV D_ -----------W LL_rbu U Ah NOT APART.AREA PER ON-SITE PLAN ....................... .. ...............A ......SUBMITTAL BY ARCHITERRA DESIGN GROUP A N NOT A PART.AREA PER ON-SITE P LAN L.........W SUBMITTAL BY ARCHITERRA DESIGN GROUP N z I7777 POINT OF CONNECTION NOTE-
mi am' CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM
TO A NEW 11/2"LANDSCAPE WATER METER.EXTEND NEW TYPE WTOPPER
REGULATOR PRESSURE, A 11/2"BACKFLOW PREVENTER,A 111 FLOW METER,
X
-71 -0 PIPE(OR AS PER LOCAL CODE)AND INSTALL 1112"STRAINER,PRESSURE
. . . . . . . . . 11/4"MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN.SPE1601 p0r-16 LOCATION'135114 AP�GWM15NT. ,V(6[=-P com.-POLLwL EXISTING STATIC PRESSURE: 90-97 P.S.I.
W. SYSTEM DESIGN PRESSURE: 67 P.S.I.
t"\ ARr% EMEa IT MAXIMUM G.P.M.DEMAND: 30 G.P.M.
U. E N L N
IRRIGATION NOTES: RHIUATION LEGEND MODEL NUMBER DESCRIPTION RADIUSG.P.M. P.S.I. a 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS HEUUIH D AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS ELECTRICAL METER AND PAY ALL COSTS FOR THE INSTALLATION OF ANEW WATER METER,IN LUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER 6 RAINBIRD 1812-NP-CAP-SAM-PRS-50 POP-UP-SPRAY HEAD 51 .10 30 ENCLOSURE XERISCAPE ASSESSMENT SYSTEM SUMMARY DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 8 STATION CONTROLLER d) RAINBIRD 1812-NP-CAP-SAM-PRS-5H POP-UP-SPRAY HEAD 5 .20 30 11/2"MAINLINE EXTENDING TO HOTTAPPER BEEEBERM
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOL ED BY A PRESSURE REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW CVWD STD.103-A nLV" P01M GLAIMED
VALVES AS SHOWN ON PLAN PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY I�6 RAINBIRD 1812-NP-CAP-SAM-PRS-6VAN POP-UP-S PRAY HEAD 6 .40 30 STANDARDS AND SPECIFICATIONS,MAN U FACTU RERSRECOMMEN DAT0 S AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED a 0 104 NEW 11/2"WATER ON SITE BY A REPRESENTATIVE OF THE CITY. RAINBIRD 1812-NP-CAP-SAM-PRS-8H POP-UP-SPRAY HEAD 81 .50 30 LINE SIZE BALL VALVES METER PER CVWD 1. Low gallonage irrigation system.(20) 20 L-41 11.1 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARD SHACKCGS-2 ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE S M-V RAINBIRD 1812-NP-CAP-SAM-PRS-1 OQ POP-UP-SPRAY HEAD 101 .40 30 11/411 MASTER VALVE -* w- 2. Automatic controller.(20) 20 L-4/11.2 STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. -Ole -.0e 1"FLOW METER --.ff or 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN V RAINBIRD 1812-NP-CAP-SAM-PRS-10H POP-UP-SPRAY HEAD 10 .80 30 QUICK COUPLER :6 3. Designed to water 'ants by 10 L-6/11.3 PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEIiii THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND 101 1112"REDUCED PRESSURE wateri I ng needs.(16 17 RAINBIRD 1812-NP-CAP-SAM-PRS-10VAN POP-UP-SPRAY HEAD 1.45 30 00 EQUIPMENT,AND ARCHITECTURAL FEATURES. BACKFLOW DEVICE 4. SolIbisture sensors.(10) C A P NOTES: LINE SIZE BALL VALVE 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL 5. Raih sensors.(5) 5 L-4/11.4 urn DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO T�E CITY. 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO 11/2"PRESSURE REGULATOR PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS ,WALKS AND STRUCTURES . 11/2"STRAINER 6. Wind sensors.(5)6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDE1GROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE 7. Sensitive to slope factors;(5) 5 L-4/11.5 0 RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID UNDERGROUOD FACILITIES. EQUIPMENT -4 8. Reclaimed or recycled water.(5) al 10
7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS, r---I r% I RY!VD
WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF'A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT 11/2"LANDSCAPE WATER METER PER CUCAMONGA VALLEY T LLEK A L's NEO%L�j uuN Ku V A V 5,
INITIAL CONSTRUCTION. WATER DISTRICT Total Points Claimed: 60 Date
AF 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREE ,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO WATTS B-6400-SS LIN E-S IZE BALL VALVE A-1'% 23 rA-3 30 (Minimum Points Required: 60) 0 F C Nkk
PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELb ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF 11141f ii53 CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO' ROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO WILKINS WYE-S-YS-150 1 1/211 STRAINER ft. 1114"' ly447 ft.
sq- .447 q-
ADDITIONAL COST TO THE CITY. WILKINS 500-HR SERIES 11/2"PRESSURE REGULATOR
9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF T, E MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)OR QUICK COUPLER A-2 29 A-4 28
VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSU 3E INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. FEBCO 825-Y 11/2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A
COAST GUARD SHACK ENCLOSURE MODEL#CGS-2 1114" IY500sqft. k�/�4" 1 y 344 s q.ft.
10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER :,)ER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. CALSENSE FM-1 B I"FLOW METER ADOM C.Nfilo40 $10QUOSTUP GlRAt4GII56 URE AS c�11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESS 1HOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER SUPERIOR 3100-RWSERIES 11/4"NORMALLv OPEN MASTER VALVE MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY T E AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF DESCRIPTION OF REVISION DATE CITY
INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION 0 THE CITY. A CALSENSE ET20OOe-8-LR/RRe TP1-TP-1 1 0 8 STATION ELECTRIC CONTROLLER,INSTALL WITHIN "PROVED
AND LR DOME-RRe STRONGBOX SB-16SS,IF POSSIBLE INSTALL CONTROLLER
AND METER ENCLOSURES SIDE BY SIDE USING SSE-NPS-BASE 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000le-8-LIRl wfTP-1j - 10 AND LRIRR DOME INSTALLED WITHIN A STRONGBOX SB-16SS AND A SEPARATE XER. REF. 11.4 METERED ENCLOSURE MPS-A16-10K ANTENNA PORT INSTALLATION TO B PROVIDED BY THE CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT y r RANCHO CUCAMONGA
PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BEOPERATIO L PRIOR TO THE CITY'S ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO STRONGBOX MPS-A16-10K METER ENCLOSURE,REFER TO ELECTRICAL PLANS &CITY C BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. SPECIFICATIONS 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE COND ICTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE RAINBIRD EFB-CP-NP-HAN-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO B PROVIDED BY SICE,COORDINATED AND PAID FOR BY THE DEVELOPER. SEE PRS-D NOTE BELOW r U U T H r Lw L BY`U` U`TLEvVAR`hD MEUw"' 1N
I %V'ff 'An L'RVJvE 'KEY
14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE Ur I r1t AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. NELSON 7645 3/4�'QUICK COUPLER VALVE WITH PURPLE LOCKING COVER
AND ACME THREADS,PROVIDE(1)KEY#7641 AND(1)HOSE EAST SIDE OF CORNWALL AVENUE TO EAST AVENUE
15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO HAT THE TOP OF THE SPRINKLER HEAD IS 1/4"ABOVE FINISHED GRADE. SWIVEL. SPACE 1501 O.C.MAX
CONTROLLER VALVE GPM
C-1 ID
APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"-PURPLE
ilill ZONESQUARE
RECLAIMED WATER PIPE,MARKED"DO NOT DRINK VALVE SIZE sq.ft.o- IRMGATIONPLAN
underground Service Alert FOOTAGE APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12"-PURPLE "PROVED BY. DATE:&-11-0c)
RECLAIMED WATER PIPE,MARKED"DO NOT DRINK""
CITY ENGINEE RCE No. 53672
Call: TOLL FREE APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,
UNLESS OTHERWISE NOTED-PURPLE RECLAIMED WATER VLAN DESIGN OMMENDED
CO CO '44td'HITERRA DESIGN GROUP
a a PIPE,MARKED"DO NOT DRINW
LANDSCAPE ARCHITECTURE
JLP/DR R7
SITE PLANNING 1-800 APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED,UNLESS OTHERWISE NOTED FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET SCALE: 1 20' DRAWN 10221-A TRADEMARK STREET SBEET v
FOR IRRIGATION DETAILS, SEE SHEET L-5 RANCHO CUCAMONGA,CA 91730
(909)484-2800 FAX* (909)484-2802 -4 OF 9 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 �DR FOR CORRESPONDING PLANTING P"_AN, SEE SHEET L-6 2834
PRESSURE REGULAMR MODULE(PRS-D) NOTE: CHECKED RLA NO. DRAWING NO.
NV6mFM=E9
TWO WORKING DAYS BEFORE YOU DIG CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW FOR IRRIGATION SPECIFICATION'S, SEE SHEET L-8 DATE 08/03/09 0843-5
01 5 10 20 JOB NO SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. JRC/JLP
d�_PROJECT Sheet No. of
ua ENCLOSURE MODEL PER
n BACKFLOW PREVENTER IRRIGATION LEGEND SHALL TO SPRINKLER-ANGLE PIPE TO RAINBIRD 1812-NPCAP
¢ BE STAINLESS STEEL ASSEMBLY SPECIFIED DEPTH WITH 450 ELLS SAM PRS(PURPLE CAP) 6"-12"DIAMETER CLEAR
z COAST GUARD SHACK "SNAP-Tfl E°WATERPROOF
3. CD CARSON MODEL 1220.12 SIZE DEPENDENT ON NIPPLE-TYPICAL SCH 40 PVC MALE ADAPTOR CONNECTORS OR EQUAL SETTO 1/4"ABOVE FINISH
w 14"X 21"VIOLET/LAVENDER 4 PLACES GRADE OF SOIL, MULCH PER CITY
Z, M BACKFLOW DIMENSION () .� WHITE SCH 80 PVC UNION ELECTRIC CONTROL VALVE WITH STANDARD,TAPER
FINISH SOIL GRADE
D MODEL 1220-4 AND PIPE SUPPORT PER CVWD � PVC NIPPLE
- �- BLUE PRESSURE REGULATOR AWAY FROM HEAD
Q z STAINLESS STEEL BOLT. NIPPLE-TYPICAL RAINBIRD:EPB-CP-NP-HAN-PRS-D
STD,DWG.305. n
(4)PLACES CARSON MODEL 12241214 X 21 r
a COVER ETCHED"IRRIGATION GATE" ,r „
(CARSON OR EQUAL} ¢ 1220 4 WITH STAINLESS STEEL BOLT
I- _ z VIOLET/LAVENDER WITH LID MODEL r f
¢ � NIPPLE RED v, � u,
FINISH GRADE Q
BLACK (OR APPROVED EQUAL) r
6 THICKX 12"WIDE z
_ I CONCRETE PAD(LENGTH IRRIGATION CONTROLLER WATERPROOF ALL WIRE � LU AND ETCHED WITH CONTROLLER
VARIES PER SIZE/ CONNECTIONS n o AND VALVE SEQUENCE
I SUPPORT t MANUFACTURER)SLOPE TO z 0
PIGTAIL EXPANSION 6"MIN,
USE WATTS B-64OD-SS PER CV= - DRAIN AT MvpNIMUM 2"/o CARSON MODEL 1?24i214 X21 - I- FINISH GRADE
BALL VALVE FOR 1/0-1 if2" °owG I VIOLET f LAVENDER WITH LID MODE LOOP(MIN.24"LONG) � ¢
RESILIENT WEDGE-2u OR LARGER WITH 12"I
FINISH GRADE 12244 AND STAINLESS STEEL BOLT.
2"OPERATING NUT UNION AND PLACE"ABOVE IN IN TURF BED.EAS
PVC SLEEVE SIDEWALK
WATTS 403 RT-RW(2"-6"} ► rye TA • �� ®� A REQUIRED FOR
2E RECYCLED WATER GATE VALVE op T� VAX T
PIPE THROUGH PIG TAIL DCPANSIO
WARNING TAG EPDXY COATED VALVE CONCRETE PAD LOOP(MIN.24"LONG} LIOOP(MINN..24-LONG) �
to SEE NOTES :2
NIPPLE-TYPICAL SCOTCH LOK EPDXY FILLED `T' RECYCLED WATER SCH 80 PVC NIPPLE
FROM WATERS (MINIMUM 2"LONG)
(2)PLACES CONNECTORS FOR ALL FLOW � WARNING TAG
SENSOR WIRE CONNECTIONS WHITE {SEE NOTES}
3" - SCH 40 PVC MALE (COMMON)
to
I 90%COMP INSTALL SCOTCH LOKS 4L BRASS ANGLE VALVE
REQUIRED ADAPTOR IMMEDIATELY AFTER WfUNION,USE CHAMPION
BLUE z FLOW ANGLE VALVE WITH UNION SCH 80 NIPPLE-6"LONG SCH 40 PVC
INSTALLING FLOW METER. F 14
WIRES MODEL 300(1"-2") T X T 90"ELL
3"
TO METER .� RED ® m 311 WASHED
Tr rLINE TO SYSTEMS CRUSHED AGGREGATE MARLIX 90°STREET ELL
RIGID PIPE AND RELATED FITTINGS SHALL BE PER BLACK MASTER CONTROL VALVE so SCH 80 PVC NIPPLE
� CUCAMONGA VALLEY WATER DISTRICT STANDARDS. TYPICAL(4)PLACES F� SUPERIOR MODEL SCH 80 PVC UNION
::E CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO 3t 00-RW(1"TO 3"}
CONSTRUCTION, "• MAINLINE DlA. 314"WASHED CRUSHED CONTROL&COMMON WIRES MARLEX 90°ELL
0') FLOW METER SAME AS FLOW AGGREGATE TO BE NON-PRESSURE
o METER SIZE PLACED TO A DEPTH OF LATERAL NON-PRESSURE)NG
LATERAL LINE
N NOTES: MASTER AML E BOXND -
1. INSTALL PER LOCAL CODES. MAINLINE DIA.
314"WASHED CRUSHED 2 EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY METER SIZE SAME AS FLOW MINIMUM DISTANCE DOWNSTREAM OF
AGGREGATE BASE STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE(5X DIAMETER o BRASS NIPPLE NOTE:
�- 3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL BUILDING,ETC.) OF FLOW METER SIZE) N
NOTES: MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. MINIMUM DISTANCE UPSTREAM OF c5 NOTES: SCH 80 PVC SXSXT TEE PRESSURE SUPPLY LINE 1.LOCATE HEAD 2"TO 6'FROM WALKS,CURBS,HARDSCAPING,
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, MOW STRIPS AND EDGES OF LAWN.
CO 4. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PIPE(10X 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. 2 USE TEFLON TAPE ON ALL MALE THREADS.
2 INSTALL CONTROL A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. ® 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. DIAMETER OF FLOW METER SIZE) 0 2 INSTALLVALVES IN PLANT BEDS WHEREVER POSSIBLE NEXTTO SIDEWALKS. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
N 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. a o COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
c4 4,PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. N 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DiSIMILAR METALS. �, NOTES: ® 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. o
1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. L`t 0 4.HEAD CONNECTION AT BOTTOM INLET ONLY.
5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
a VALVE NUMBER INSIDE VALVE BOX. 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER ® 2, IN MULTIPLE FLOW METER/MM.INSTALLATIONS MAXIMIZE THE DISTANCE04
to 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
6 6.ALL VALVES MUST HAVE RECYCLED WARNING TAGS(PURPLE) 8.8. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2' o FROM THE"TEL;'TO EACH FLOW METER TO MINIMIZE TURBULENCE. ® VALVE NUMBER TO WIRE INSIDE VALVE BOX.
cv CHRISTY'S PURPLE MODEL NO.ID-UC-P2-RC009. co N 3. MASTER VALVE AND FLOW METER MUST HAVE RECYCLED WATER TAGS m 6. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS(CHRISTY'S PURPLE MODEL NO. 0 CITY , CALIFORNIA
(GHRISTYSPURPLE MODEL NO.ID-MAX-P2RGaa9)N to ) . APPROVED BY: STANDARDPLANN I CUCAMONGA, CALIFORNIA I LI I CITYCUCAMONGA, CALIFORNIAIPOP-UP SHRUB SPRAY HEAD
N
LU
0) 1539
APPROVEDBY: STANDARD PLAN 1`-APPROVED BY: C£? APPROVED BY: \j �/ �,{
ISOLATION UBACKFLOW
STANDARD PLAN ® OW T ER I L T I STANDARD PLAN 1" APPROVED BY: REMOTE CONTROL VALVE L X T!I STANDARD PI.fW w CITY ENGINEER DA WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 10 t
® _ ! C, Q iC.. { VALVE R.C.E.. J3672
ER-TYPE
CITY ENGINEER USE WITH STANDARD SPECIFICT(ONSFORPUBLICWORKSCONSTRUCTION :> T A 174 j Jj H T- UNION 4 I re
111 CITY ENGINEER DATE CITY ENGINEER INSTALL I I I FINISH
RCE 63672 DATE SHEET 1 OF 1 a R.C.E. 53672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC VARISS CONSTRUCTION SHEET 1 OF i (Y. R.C.E. 53672 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION SHEET 1 OF 1 W CITY ENGINEER DATE USE VafFH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
� R.C.E. 53672 SHEEP 1 OF 1 GRADE
L110"YE SIZEE BALL VA LVE BAGrKTL0W PREVENTER FLOW METER"' INS"I'"Aa LLATION Ph"EMOTE CONTRC)L VALVE POP P Sn"wrl" U' S HEAD
At No
M 1111,111
CALE
: : N. : N.T.S. : : N.T.S.
11- 18" METERED ENCLOSURE HARDSCAPING(SEE NOTE 4) '
STRONG BOX MODEL NO. TOP ENTRY ENCLOSURE
FRONTViEW MPS-SERIES STRONG BOX MODEL NO.
CARSON MODEL 91010 ROUND
PURPLE BOX WITH LID ETGHE STRUCTURE OR NOTE: 0� DOME ED OUTSIDE OF SB-SS-SERIES *•. . .
" METER TO FACE STREET CALSENSE CONTROLLER ,'� 4 ,4 44 4 4 Q4 4'44
QGV"AND STAINLESS STEEL BOLT. ®�,•.4 4. ,4 4444 4.44
HARDSCAPING BOX.INSTALLATIONILOCATION MODEL NO.PER PLANS
PER CITY REPRESENTATIVE. (SEE NOTES)
FINISH GRADE VERIFY DIRECTION PRIOR
CABLE
AT GRADE IN TURF AREAS 6'MIN. NOTE: TO MOUNTING ANTENNA, CAO SAXIAL ENSE HARNESS
sv ENCLOSURE TO BE GROUNDED PER CALSENSE TP110
3`IN NON-TURF AREAS 18" LOCAL CODE. 120 VOLT DUPLEX OUTLET(GFCI), CALSENSE TP-1-40
NON-SWITCHED.TO BE PLACED BOARD REGARDLESS
WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE,
FINISH ENCLOSURE z GLEAN BACKFILL-SEE
GRADE SPECS,FOR MATERIAL.
NO OPEN ELECTRICAL WIRING
90%COMPACTION REQUIRED
8 SHALL BE IN CONTROLLER �
MIN. 3`X V X 6"CONCRETE MOUNT AREA, 8" N
NELSON QCV WITH �f° FOOTING INSTALLA MINIMUM COMMONICONTROL WIRES
+4®4 +A+< OF 3"ABOVE GRADE AND 6 THICK CONCRETE O z
LOCKING PURPLE CAP FINISH "" PROVIDE 6"MIN.OF SAND
ULI
MODEL 7645314", 1 A �--zQ SLOPE TOP TO DRAIN AT y + ..••°°°°.°°°°°°,•°•°°°•°°°°
( (} +4 4 GRADE 2° FOOTING INSTALL A MIN, z
NELSON#7641 �j KEY, a V 4 4 .4' o R ® v4 4 OF 3"ABOVE GRADE AND LIJ � BEDDING AND BROODING
MINIMUM OF 2l°. . a . ux CLEAN BACKFILL-SEE AND(1}HOSESWIVEL. tt 4 4 . 4 SLOPE TOP TO DRAIN AT
I 1 MINIMUM OF 2°/a, SPECS.FOR MATERIAL1.0
STAINLESS STEEL ®°r 120 VOLT WIRE IN RIGID STEEL zo I 90%COMPACTION REQUIRED ...
� SCREW CLAMP -i i i I i i i CONDUIT(PER LOCAL CODE) '� 3"SCH 40 CONDUIT FOR o °°�`e`�`°°®'
MINIMUM(3}PLACES TO IRRIGATION CONTROLLER COMMONICONTROL WIRES z ° ° °°•°°Q•••°•°«••°.+ .•`•'•',«-•`
314"WASHED 120 VOLT WIRE IN RIGID STEEL 9TSWEEP ELL ENCLOSURE to NON-PRESSURE LATERAL LINE:11
."....*,• CONTROL WIRE SLEEVE-
to CRUSHED 1r v CONDUIT(PER LOCAL COD 120 VOLT WIRE IN RIGID STEEL .`•`•° ..•°•°
p 1► .� E} (TYP.) 90°SWEEP ELL 6 PURPLE SCH.40 SNAKE PIPE IN SIZE PER PLAN INSTALL
AGGREGATE BASE s •4 TO POWER SIDE OF ENCLOSURE CONDUIT(PER LOCAL CODE} (TYP.) TRENCH .,`.`..". •�°```. ..® .°°.°° ADJACENT TO PRESSURE
NOTE: TO METER ENCLOSURE :,',.'"' ill ',',' ` SUPPLY LINE
24" ALL CONTROLLER CABINET SHAM BE ALL CONNECTIONS SHALL BE WATER TIGHT ."•+'"'°•• "'. ."°•""".`°*
SCH 40 BRASS NIPPLE PRE-ASSEMBLED,TESTED AND INSPECTED "OUTDOOR TYPE"CONNECTIONS. PRESSURE SUPPLY LINE: -•-°••°• •• •••••••••-
SIDE VIEW PURPLE SCH.401CL.315 SNAKE PRESSURE SUPPLY LINE
SCH 40 BRASS NIPPLE IN THE FIELD BY CALSENSE. ENCLOSURE MOUNT PIPE IN TRENCH SLEEVE-SIZE TWICE
24"LONG DIAMETER OF PRESSURE
NOTES: 6"TYP, SUPPLY LINE
1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION CONTROL WIRES-BUNDLE
ELECTRIC METER PER SCE AND TAPE AT 15'O.C.AND NON PRESSURE LATERAL
TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. INSTALL ADJACENT TO 2, CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE PRESSURE SUPPLY LINE LINE SLEEVE-SIZE TWICE
C? CONTROL VALVES.
SCH 40 BRASS 90°ELL N 3. RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE DIAMETER OF NON PRESSURE
MAINLINE FOR FUTURE USE,PIGTAIL EACH ORANGE WIRE ATTHE ENCLOSURE. PROVIDE 6"MIN.OF SAND LATERAL LINE
SCH 80 PVC 900 SCH 40 BRASS 900 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. 6"TYP. BEDDING AND SHADING NOTES:
0 8 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES.
n1 STREET ELL STREET ELL 6 C6 6. LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 1.ALL SLEEVES TO BE SCH 40 PVC.
PRESSURE SUPPLY #4 REBAR STAKE N LOCAL RADIO(LR),SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 2.EXTEND ALL SLEEVES i O BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
SYSTEM PRIO Tb ACCEPTANCE,
® LINE FITTING (24"LONG} g 3.ROUTE SLEEVING AROUND HANDICAP RAMPS.
o FINISH 8 GROUND ROD 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE.
GRADE MIN, 2 0 0 8. CONTROLLER SHALL NOT TO BE CONTROLLED BY GA OUTLET,IT IS TO BE WIRED'HOT, o °? 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD,PLAN 120
N PRESSURE SUPPLY LINE N �, +4 +4 + r 9. INSTALL RECYCLE WATER DECAL(CHRISTY'S PART NO.ID-4100 4 3/8"x 3112")ON CALSENSE d NOTE: d (24"MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION).
CONTROLLER BOX.
LO " ., + + *4 ++. 1.PIGTAILAND LOOP CONTROL WIRE AT 90°CHANGES IN DIRECTION. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET.
°S NOTE: 2 SGH 40 CONDUIT 3 1 10,IF METER AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE SSE-NPS-BASE
C ENCLOSURE THRU CALSENSE. (0 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE.
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. FOR LIGHT WIRING i1~ rn o 2,PRESSURE SUPPLY LINE:21/2"AND SMALLER 18"MIN.DEPTH
-T-g ( 0 11.ALL CONTROLLER CABINET SHALL BE PRE-ASSEMBLED,TESTED AND INSPECTED IN THE FIELD C5BY CALSENSE. 3"AND LARGER 24"MIN.DEPTH Q 7,COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE
r
CNI
`° 12 IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE SSE-D-R `� ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART#EX-TA-ET-2-PRW,
I ' LI I
1 CALIFORNIA C4 I CALIFORNIA * I CALIFORNIAr° APPROVEDBY:
0
COUPLINGUJI QUICK STANDARD PLAN 0 APPROVED BY: STANDARD PLAN ®APPROVED BY: LL ASSEMBLY STANDARD PLAN ® APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN
METER ENCLOSURE
Lll CITYENGIVEER
22 �, INSTALLATION I I 32 ISLEEVING
DATE USE WITH STANDARD SPECIFICATpNS FOR PUBLIC V�4lRKS CONSTRUCTION LU
Ey' R.C.E. 53672 SHEET i qF 1 CITY ENGINEER DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (jj CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION al CFFY ENGINEER > CITY ENGINEER
cc R.C.E. 53672 SHEET 1 OF 1 LY R.C.E. 68672 SHEET 1 OF 1 CIT E. 53672 DATE USE WITH STANDARD SPF:CIFICAT�NS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 53672 SHEET 1 OF 1
SCALE: Rik
NICK CON IPU E N R 't 1 IN L V E METER ENCLOSLU'RE CONTROLLER" T R E Nu`%H I N LG D"ETAIL SLE' EVING DET)NIL
U,U V
SCALE: : LN.T.S.
UMCD
wig '9
SCH 80 PVC UNION i�sSCH 80 PVG UNION ter eters Size11/2"
CARSON MODEL 12201214`X 21" 2 CARSON MODEL 1710.1214"X 21" Elevation: 11
PURPLE WITH LID MODEL 12204 Cl) VIOLET/LAVENDER WITH LID MODEL ca 0
z m AND STAINLESS STEEL BOLT. m 12204 AND STAINLESS STEEL BOLT. StaticPressure: I 7 L CC
Q COVER RAINER" COVER jSSUREREGULATOR' Our f Information* -TED(GARSONOREQUALIgnau
Phone Number: 909-987-2591 7-�1® °
BF / ene D
FINISH GRADE ¢ FINISH GRADE t f Information: 8125/08 °
Dat9
CN
S PR GV QCF Remote r I Valve: t
Maximum : G.P.M.
RECYCLEDWATER Elevation Of Highest ° 1192
z z WARNING TAG
(SEE NOTES)
STRAINER WILKENS °.^R- PRESSURE REGULATOR M: WATER METER,CVWD STANDARD Qtv. SizeItem P.S.I.LOSS
S: STRAINER,STD.DWG.NO.517-0 /
WYE S MEND D-6 PR: PRESSURE Il GV: GATE VALVE,REGULATOR,
G.SM.
518 M.NO.519 11 t 2" Water Meter 1.60
RECOMMENDED
PIPE FROM PIPE FROM BF: BACKFLOW,STD.DWG.NOS.517-A&517-8tr
METER " PIPETO BACKFLOW METER PIPETO BACKFLOW QC: QUICK COUPLER,STD.DWG.NO.536 11/2 Strainer .
20
3 3' PREVENTOR 3° 3" PREVENTOR FM: FLOW MV; MASTER�VALVE STD.DWG.NO. 11/2, Pressure Regulator(Fall-Out) 5.
11/2 11 R.P. Backflowvi 12.00
FLOW FLOW 1 if
Flow Meter 0.50
3" 3° 11/4Master Valve 1.70 � CITY
1 11/2 t Valve( ) 0.10 "PROVIED
z ' 11/2" Main Line 7.3
11/ " R.C.V.Assembly 2.10
NOTES: 73' 3/4of Lateral Lin . 0
CITY OF RANCHO CUCAMONGA
1. QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW. T 11/4" Lateral Lin .1
5E 3/4"WASHED CRUSHED 2 THE HORIZONTAL DISTANCE UST BE 110 FEET ANDTHE VERTICAL DIEEN STANCE MUST BE 1 STIC WATER FEET AND RECYCLED WATER LINES 5' 1112" Lateral Lin 0.15
�
� AGGREGATEBASE /� // rg
*-USE WILKENS MODEL 500 HR(1'-3") 3. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE,THE RECYCLED WATER LINE in Loss(10% .37F0`011"HILL BOACILEVAR'D MEDIAN
MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE. Elevation h n (+
C) 4. IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS TO PASS UNDER
A,' NOTES: A SIDEWALK,TYPE KCOPPER UST BE USED AND D(TEND AT LUST 1 FOOT PASTTHE SIDEWALK Total System LO eS:
3/4"WASHED CRUSHED BEFORE CHANGING TO PVC.TYPE K COPPER MST BEGOVERED WITH GHRISTY'S PURPLE
EAST SIDE OF CORNWALL AVENUE TO EAST AVENUE
AGGREGATE BASE 1.INSTALL CONTROL VALVES ANN.OF12"FROM STRUCTURES ORHARDSCAPING. POLYEfHYLENEWRAP. Pressure to Operate Head:
3q7.
02
2.INSTALLVALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 5. IF THE MAINLINE TURNS 90 DEGREES FROM THE WATER METER,CUCAMONGA VALLEY X70.
NOTES: 3.PLACE VALVE BOX AT RIGHT INSTALLATION
LA STRUCTURES OR HARDSCAPING. WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE ELBOWS
4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
1. ENSURE AMTO AVOID HIGH WATER PRESSURE DAMAGETO PVC FITTINGS.
NUMUMOF6'CLEARANCEFROMBOTTOMOFSTRAINERTOTHECRUSHED 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND Total Pressure Required:
AGGREGATE. VALVE NUMBER INSIDE VALVE BOX.
2 STRAINER CAN BE PAINTED PURPLE WITH RUSTOL.EUM#1961 AS PER CUCAMONGA VALLEY u, 6.ATTACH RECYCLED WARNING TAG(CHRISTYS PURPLE(MODEL NO.ID•UX-P2 RC009 Lowest Static Pressure Available: 67.00 IMUGATIONDETMLS
WATER DISTRICT. F Pre-Set Regulated Pressure(i required): 90.0
Residual Water Pressure: 87.00 APPROVED BY: DATE:
19.98
TTY I I ITY LIF I I i aria Residual WaterPressure:
20 CITY ENGINEE RCE No. 53672
APPROVED BY. APPROVED BY: STANDARD f�AN
STANDARD PIAN APPRaVEDBY: T L STANDARD PLAN POINT OF CONNECTION(P.O,C.) 15- DESIGN �4 NDED
STRAINER ���
` _ FOR NEW LANDSCAPE SITES ARCHITERRA DESIGN GROUP
w
JL 1 LANDSCAPE ARCHITECTURE
CITY ENGINEER DATE USE'l�7FH STANDARD SPEC�ICATIOVS FCfi PUBLICWI<S CC'SJSTRUCTION y(�j CITY ENGINEER DAT CITY ENGINEER DATE
R.C.E. 53672 SHEET 1 OF 1 R.C.E. 72 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET.1 OF I ROE 5W72 USE WITH STANDARDSPECIFICATIONS FOR PUBLICYv'ORKS CONSTRUCTION SHEET 1 CP 1 SITE PLANNING
t A A 1 NI h G
W( --------
DRAWN 10221-AvJTRADEMARK
STREET SHEET
RANCHO CUCAMONGA,CA 91730
Sm!"RAINER PRESSURE REGUO'LATOR P"6.0.C. D I A G* R A M P%RESSURE LOS'S C A Lu"U L A T 1(1)"N CITY/DR (909)484-2800 FAX- (909} 2302 ° L-5 OF
CALE- N.T.S. SCALE: N.T.S. SCALE, N.T.S. SCALE: N.T.S. EC ' Na. D INC No.
JRC/JLP DATE 06/17/09 JOB NO. 0843-5
I
11
,
I
,-l'I"�,"J''I'l......11,111,
TREES TO BE A MINIMUM OF 51-011 �
�� CLR OF EXISTING GAS LINES. CITY ENTRY GATEWAY ARCH
�� "I I
t� �, .I �� I I I
If A � Y REFER TO SHEET L-7,DETAIL A I / B � i
,
� , � I
i� 11 �z I �
'� ,. � y I
'� I �e FOR TREE PLACEMENT 11 1� � � I I
� I I � �
1� ' �� � "" � � �
-, .1 �1` I
� --.---
, ,
', 1, � �
LI 0 K ,1 / ":1 T , W
. ,,. - ` �
'i!!! 101 !11111 I -q- �, - I 1,11 R IV ,� � I i LIMIT OF � I
- NNN e I ---.------- - -
11 I .- 1% ,
I I QN.114% Is
11 I —, QXXXX AV mmmmmi
�
I I
. I � I
.__ I I
1
90+00 � I I " I �_
I W ----,--- ____0 V_ - I : ''I "', �1 I
— — — - — - -,---- --I � I � I ''I ,
I I I X1X 'V1 i i
I — I — - — -Ir I-W.A-W' Irn-W %I I
S � I I I �,M__ I 1111111 I I W
�I - I I " � 0 III
-
- � ... I I'll, I 0--------(>- ___0 -_W I'&I AL I A I 11 .j I � I � I . � .
- - - I I Al , � I I . I I I I I � I zgk& I I I
I ___ � N M - I. - I " - � I I � I I "I 11 -1 ,%� � t . � - I "��= , 'L ,Nv I'll I I
%% q6%%%qL% �, � _ !::11 --- - ==-
__1 , � ,�, I , I I ______==_,g=== ---,d= I
_1 , � � , __ � 11 -
. ��� 'i�� W. � A ,./ ,
166 N �_ I , .%, � I , I & _,��,� AN 11.1 ...._MN W
.. , �,7_1k � �,% IM
.. . , 1, , I . �, �" I "', I, " "' % I � �:
I .1 � I "1� 11 � , "', I ,,,, -1 , �
1, - �;' �? 'Ii 111�1x "__ :::�,,> �, '11_ 11� "'.1 1�','-,_'�,,>_' ,
� :1 �� "" �
I I 11, , _/ I '11, ,I �
,�, " ,,�'-,',�,"�,',"c" ,",,,,,,r',� "',",�, ,1,"',�', " (,,,,,:,1,�:�,, , � �
, _', �'�' ,� 1, ' " ' " . '. , , � � � LIMI I 0 WO 0
"I I " � \,, " " "11 �,,I� � I'� ,I I I I
11 � , � �' , I " '�� �, - "I I",,',
, ,_1 ,_x", - �,�, j, Z 1,- 1�"� ' I�, ",, . � � � I _j
I � , ''
ii . - "! �4�1 S2 , , ��
�. _ .1 1. I " , , , ""�� , ��:/:,� � �
i I 11 I , I I . "I ", ," , , '� I
" _ ", ,/`-,x,� 'I ', 11 "' , - , � .
I � ,,," , 1- , ' 'I ,,,�,,"�/, �, I I
I'', � I., , , ,
"'' , I - "',�' ", ,�,�,,"',�, � , � '� .
,I 1, , )� _4 , ', �:'/"',�"\"I 1� I 1,'� , -, ,, �, T ,� W
1 43 ',��'-,,,,:, ,
I 11 �. �/ , 11 / � I ,", .",
11 ( : 11 1, , , ,' ' � � 0
" �' , �'_� � .
I , , , " � I "
�
, " � I , � I � . " -, ,�-, I a 11 .`,�
I 11 S-2 T-1 , ��, "�,��:"- 11, � �" �': . ��,��, �
S-1 S-3 ,' � '',%' /,", !1�i � ""I ",,',-`�,�"�,�"" S-2 I � T-1 M
I - '� ,� �, , ,,�K,,�(%<'�',,'' ' ' 1 8-3 ( S-3 �
— 24 5 �; ," -� ,' 0 � ,", , . — � T-2
21 ",� - ", � � �
FOOTri 43 34 " 28 �-,,,�,>'�`,�:_, ' ,,,,,,�"/", , � , � 46 � I I
,� , / ,"I ,� ,,,,,, , � 11 2416 36 ------)
11, 1 , 11 "�,",,,'. ,�,,, �', "I I
11 �, , 1: _111'�/',-_�-,�`,'11, & ,� �. -,"",",",,,-,��*.,��: , 1, . \ -1_111--1 11 � 21 W
, r ,,,,,,,, �,,,," ,�," �', "I �" , 11_� x _-111-- --
V , ,
, -
0 1 "I , 1%. ,,,,, , �
I ,� �,"I" � """,X",/',�,
�i , ` �: " , ,�_,, /,,�,',,'_,, 'l-, �, , 11 \�_�W
�, ' 11 �" ,�� �, ____..._1
% I , ,'', \, -
,� , L,. ,,-�',','�",,"" �'�,�,��,,,,, � , I 1�
, " I" � '' \ ,, ,
, " "I .
, , "�� . , . I'll, ,, I I -
_
, ,, �," ,,�.,,,,:,� �,
I � ,,,� , I 1� . � � --
Li h I li'A-mo-a �,,,�,,, �,',,�,� �,_:_,;�"''��"� " ", , � ,, "I 'll 1111-, 1-11-1-1.11-1
, ,
I "\', ",:, I , , 1-1
BO' 1LEVA' � _,<, """'�
�i , ? / ,,,`� ,� . �'��,"" ,,,,,, I I" ""'11111 -11 -1 ---11-11111-11_1
� ", 11" I ,, ,, *1'1�1111 :�111 <,,"',�'."'4"' , , ,�,"/,",;," .'f�1" \, � 1� , .1 _-.111
11, �, ,,, � ""`,(_,,\ , , '' � a)
'S �) I- " " , ' 'I" � ' ,'_' ' :�,_ I'll 1� I -__1111
I " � � _:>,",��,":"' ' ., , , _1-1
�� �� , >,�:/�,>,�';",�'. I x'Y'11,> ,0 ,,
�, , " , , " ,:,�,,,-, �,�, v, ""' ,-1 \'�
�1 , �`, I", ,,,�,,',-,>, , , 11 \ , 11 ,,, I'll a I
I � 11 , / -
� , e 14 ��,',�',� , ' '�, 11 I � � 1 '� "''T 1-l" 11, I I." -`-1 111 - _-, 11.111-11-111 .-11-1
� 1: ,� .�,,� 1� x _ , �,.,� `, - -
�:1 1, , '1� x:��\,::,<�,,,��_�,��":� " ' '; ,'.,', I � , ____,_
I ,' ' , �� )�,-�_", '' � � 111, > _ � "', '".1 ___ "I'll,"
-11 '' I �� _ _ , ' I" I " ' I
1 -,
1 ,
,
,
, �
�, I , , ,� -,;,�-, -'�<�,, ','X' / � "I .111, _11-
� ,
l " " I �Y I', , ", � �_�',, _,",,,', _ ,,,, I ,, � � � .11
� 1, �, , - ' ' I �1 _1� ,,, ,� -1 _-.1'',-,
', " /�, �,,:, ,�,,,�, 1�11 1, 1�1�',� _`_ " ,� I—— I "I",
,�,�,,-:"�<. LIMIT OF WORK " "' , <
__ I . . '. ''.. ,
'. �� " ,� ,� �', " , , �, ,� " - �� 1111i,!�; % 'Mow-- . "I - . 11
I- , , , I �, . . . . �� . -1 �/_� J1, �ill" w%_ ;.Ny%w �S,_'-"%��,,k4, �� "I . _,",
_ - ____ � , . ., , , , " � " . � ,1 �. � , , '. ,� " I I , . � � , , __NNNN&NN--A&0i ii: ---....-.,�.�,F��."�?=Z*�IL%iZ��"I ... , "', I I"'I" ","', _ I_11 —
____ . � � - � �, , , , 1� �, ,�, 11 .,___-� , , I , , ,� - I . I � ,' �, I I I . I . . , - ______ L�� - ,_'111
. � , ., - � . � � , , W , 1111-,�......�.,, -�� � ,� , � � , I , -
:
. , , � , � , _111" N
.. ,_ 7 I I I , 1 " , , . - I I -_i;�� , � �� , .� , . - 1Z, ��`I I I I �N --
I . ,"�,, -� ,�,� ,, ", ,�, .., �, ',", . . , ,�.. .1.1 1, ", �', L' �,, " "I '. �w ,7--,.--- I I ,. "I �, '. I . I �_ - -_ I --- ____I -- 11 I -1 1!
;'I �, � , ,�""� , _� 11'��,�,*"'11�', ., ..",�,' , 771-�7711.77711'7 �_-L.-v_",,_�,,1"-.,','_,_�, -*,11'/,''�,"'.-, 'I.,�1_1"�_ -1 I - W
�,�,�,�,"/"',"111''/�,` ,-,,"�,,/ /. ,/�,,,/�', ��,-,"��,,�"'��,,,I �I" / ,�� �� ', "I, � , �', ""I". ", .1� ,! "I,��� I . I . �, I ., I , , ,_ "."I. �", "I ,;, "�,�.",�, �� ,�� ,,.Iii�vf — ��4� . ''_____ - , I ", -' '--
, � I , � :�11 I , I . 1�',',��, �1' ,,��-,/ �, , , _*�- ,-, � ." � ,
" I " , , , .1 " , , .,�: , ., ,� , , , ,_ �, " '. , � , , �. �_ . , , - ', ��, �� .,� "I , "I . - " , ,� ,.� , " �', ��' �` . " " I, _%0 " 9 - - -.f!i-- — 1, �,,. ,�,, ,,*�� "�, �� I " "'� ` " " �,, ,� ,,, /',1 "', ,� "�.
,� - I I ", � , 1 I .1 " '. � � I " I 'I, . �, � � , �t , '; " �v ,�� , �',(x 11 �,� , " , , . I .,� - , , � , 1 -/7"'k",, � I , , , � I , � "
—j W �, , ; I . � ,_ � � , , � , , , , , , , " �� � . I I ,� , , " , 1, 1
_ � , � - I ,�' � I , I � , , � 7 ,� , "' � ,� ', '�� �� �, _ , " - - , .1 I Z
, , ,
I , , . , " � �,, , , ,
..�,I 11 I I I ,� "I , I . ' 'I I �,�11 "." ,�, � � , �,, 1�1 �1 �, "' ". ,',�7 j
� - 'I', 1'�', 'I�'"I ,, I I ""�'," ��,�"I -I"I ,� ,." A �,,,,", " '':,�� � �,, zw: ,�, �� �� "I ,� ,� " .1� �,� ,�,._, ,�. �,�
, , , , ,��`�,.-`!�.-.""',"� ,_"�- � " , I ,_ I . ", ,� .-�",:": � , I _/ = . ' 'I , , , '_ � I ,. I �"-l�,'�1-11�'ll-l"�l-l�l".�l--'17!!!t*t�-,
,1 I � ,, '1� , " , � �, ", �/,. ,�, �, '. I "' .1" I , ,� "I " 11 1. "" I '1� i �� � 1%, I� ',�',�, -",.;""�� ',',, -` -,-, - �-, " ", %_
,
' 'I _. - , " " �L� , � _ � ��,,' ' � , � , ,� - -1 " " "i 7%1!�`, I - �', " a ,�,,, -�:: � Z , ' ' ".
� I '. , " -t 1, 1, �,�,,,, � ":,"', ,�'',"��`,�, , E
. , ", . ", 4 .1",.", , - " ,� "I ,",�'�_11,11'_
,
.�""' ' , - , r I __ . " "'I" ,
,
�, I _ � - , � -
,�...........��, -, , , _ __ � ��, ��, . , , , ,, , �
..j I I � � � : ",- ", , I ,� , �� �, , I' ll 11 i,
I I � ,
� I . , " I � - � I , I I � � , _
� �, �, � " �
, 1� 1. I - ". , , , � � , , ,:.�--,"""', � , � � "� '. , " �` , , . 1�:� �.:.,,,, " '� ,
, � � '.. �� " , ', , .1 1�� �,, ��11 = I,1 .��,""I :,�,!'�,"" ,, " � '. .." ,�,"_-zl,�v ��* , �", I" " " '. I � I 1 ,�
, I 11 , ' ' � � 1 , , ,� ".
, 1 ,
, . � - , , ' ' � , " , � �, I I I � ,� � �`
-
, , =2 , '.1 �� " �, " � I , ' ' _
.. �' .�, � -, ,1 ' '�,� ""I ', ,� .-";.' � �� ,� �' � � � , N.1. � , : , �, �, � , I" _ ,��', � "''. . , '' ." 111 '1�, � , �, I ' ' . � � ��
--dso D ,;`1'J.'1;�."J1',:1`, , , 6"` , , , " -, '- -- ,,,',,"-`� ", ,,'_ ,,,��,", 1, " 11'�,"` 1, ,*.", , -, � �',
i(D , 11 - , � ;0 , .j
, . . .
. , , I I . , � ,
,��,',!, � .11 , - � �,� I , , t� � I I " `,�,* , . , ", �` , , , �, I � ,� . , , � .
I - " ,� - ,� � .. . � � . lr,' �
� .
. ,� , . � , �, , .", , ,� �, �, " " ,� , � . . �
, , I � . , , , . , ,, -, ,. I , � , ,
I . . . � I , � , ,� __ . , ,
","��4:,'_ , / ,� ,. , �� �/' , .
� , - ,
�,�-, , , �, ,
I '", , , �� , - , I "I , , " ,
��,� `111 "_ , ,� , 1�"� I , .. , , = I , � I � " I I 11 11 I
,
, -
� � ' . � ,
'.1 ". ,. ,I �', , . , , I '' ,",� �'. .', ", ', ,, �, " ,� �I , � ., "
I . . , � ,
�, I , � . 1 ,� I I , � � I I ,�� � " , , �, ,� "'��,,."�.�, ,,�,,�,-
� � � � , � � � , � � , , �� , �� �, ,� �0 "
, I � .I ". 'I 'll. I�11 ,��., I �, I� ," �, " '1`1�I I I " ,. - -, " , " �, ,. I .� �, _ �'.,��, �,,, ,, ., ", "I 1- ,� , � , . "" ., " ", ". �,� ", �'. ,� �', ,�, �,.�" " , ,
, " , ,"- . I � �� ,- . I �, I 1 � I , " '. , " , , , , � ,� , � I ,nl � . ,* �1� ,, I',� ��, I � 1 , � , , � � , =
-1 I'll,", � � I . - , , ""�1�, ,.,I �,� �,,,I". 1��,,,�,"-I"',��, , ",'�"�,"I,��.'.1��"I I I I " , I I � "� , , '., " " " L_L��1' 11" �,, ��, "" ',�:,,,: ", ." , ,� " - , ,� ,,' ,_ , -,, �I.1�.�
" " , . 'I ', " '" " " "' "' .
. �,%�,"_.�,�,,"."'',","',' _`1 � , , , 'I , ",,�' I " �. ,P I, ,�, , � - ,��,, .- , , �, ". ", ', ,, " " .,� "��,��,�','!:>,:�:� ,, ,� �, -,-.111, � ,` I
.0000P I I �,,� ,m ,, , ,� ,� " . I ""-,, '. I � ., " �, �, "�� �', ' '� ",, �-� ,�, " _� " " "I , � -
_� ,., , . , '' . .
, � � " �, , , , ,
, ,
. , 11 , ,�",� I, ,�, , , . ,I � �I� �"��,,�, T &gj .,� "I , "."�,,"", ,
I I
"� , , � , � " � � `�, , '. , , " 1 I , , , , � . , � , � , , , ��,,��:,��,�:-
, " , 11 � , ,'7!"� — , , ,�,,-�', , , , , �
�
� �� . � � ,
�
� , �
�
,�,",�;,"';��,,_ " 11 " x . , , " " , " �. � � , � � , , ,_L�_ � I � I � - ,",I- , , , � , �11' I " � , , ��
,:? -,,,",��,�, -" ,��,I ,� I � "" ,� �,11 1�",', I'� ,� I � , �', ", , ". , ,� �� ,� "'� , ," ,, �,'��, �, I, I � �� �, , , , " � " , �, , ,-
I .� � , . , "I , `% I , 1 ,., - . ," 7 __� "I " - - ,�,� �, '' ,--,�,,,-":��-:�,,--,,
, ' ' ' ' _ � � , � . . . . .
�
, �
� ,
,
,
, ,
, �
<k Z I I , ,_ "�,''_" " � '1�2�, �, ,,, , , � ' ' - . . - � ,
"I , , ,. ", ,.� " .,W., ", , , , �, " �, " , , , , , , "� ' ' " " ' ' , , � ,
%%Mft. , " - 'I, ", � ., I 7 R " " . , " I" , ," ," "` .� 1Y �, ,�: " . M
", "I �e i`,,::�,_L�',.,'�'�, ,- �,� " ,�, _,1 , * " ,� , � � I I I I I L � :� , , , , , �
z �
, , � � ,
, 1� ,,, _11111-�� _ �. _�� " " ", ,,� ,�, .1 , "' , �', �, " _� 1�� , � , , '. � , � , , � �,� , 11 . I .�', ., . � " � 1, ,� 1,
� I � , , , I � , " I I I I I '" � 'I'll � , - , , " , , �.
, ,
.'!� -_ _______ - , , ,� , , ,_ � " "I , � , , , � , I , � , "� ,� . --- � I I I ,
� � � . � , � . , . I �, , �� I -1 I - , , � " , . I � � I / �
— . � � , � I : I I.. " I �
, � I , " " ,__��, 'n UPNffMMPTW �, ,� , � , / , �, � , �.�, � �,�::�,',
14�,� �-�,,�11111,� , . �- - 1, �' � , 4 � " , ,I I N .11 � ,�,' , , � , , � � :� ::, , � , �, 1�
� !L 11-1; I 111-- � --��-, � , , , , I � , . � � ,�, .;��� , , �, , ,� - " , �
, , - 7
i N " �, "I, ,I � ". I - ,� ,� "'. ,� "I .�� " ., e, ,� li�71 I 11� � " " " '. ",',�__i���E,�:_�F_ ��
, 1% A -, , , � - - - - , , , -, , 777_�_1_77�-
------�_`_, - . -:,-- , , ;7�17 7- ��; HEEMME - , - ", .1 "I � -, , , , � ,
� �
, __ � , :,:, ()
,
;> W � � . .� , 1, .- , -_, --11--- � � � � � ��
15� I I � ""', � '. -___ � �, __ _� Xj..1- � �=__ I , I � - � , ,7 " " - -, �., �. ��, - , , , �� . I '", _;�,..",I � ,
1", ��;�_ �.��_�,,1��.��,-�,��' W 2' ,,t,,�=4 =.�6-,", , ,- "', ,_ ,__116' ,7 � �
I . I � I I . , , I I � I , .- :", i, ,_,�'�_..,Im '.-11,
'. " " I I � I I I �� �.� . , ," .",1-,''_ ,�. , " ,,1<1, , � ,, ", � " ,.. I , ,
... _ '�.'1.,_,,, .,. �,_ "� ,-, , 1 " ` , � ,.I " , �. � I � � I I k I NXNX WX 0,-I ". � '. , , , I I � � I , , , " I , , , , , " , � , �, " , ,� �
" , �', I . . . .I, '. �. " , " , �:�-� �I " , , i,� � i I � �', ", I-Ox", ,, ." ". I �' ,. ", , � �1` 1" . , " I � ,'- �, �', ` � . I I""I ,��,��,, ., ,, , , I , , �,
,,��,� ",,�,�,��,�,,�;���,,�,�.-,,',,�,'�.�,�z"-� ,�.""�,-���,-��"""- -," , -_��,�1�1��.�l "� _,_ ,�', I ,'� 1�,� I 1'1'�, ,1� 11 ' 'I ,� .11, I I , ,� ."'I ,.- �, ,,, �.,_"11'1 ", ". "I ". I", ". "."/`11,_.`�" �, , I 1'�, 2" ", � ��, I" ,` " , .. ., ,-, �,, ,,� �-` I 1'�, .1� I 1� ,�, I
,�__,,�� " " �� . � , � I � �, � , , �, I I I '. �, , �, , � � � � I � � '1� . ,�, � I �, , I , e I I I �, , " , , ,
,,",� , Z, ,,,-,"'�,,,,�"I ,. ,� ,�," ,� �,�", ". "� , "I, " , � , ,� "I I.. ." �, ,��',"", . . . � ,.� ,"I ,� , ,,��',. .," `�,"'�,"' �''-,,", I"."' , ,, � �. " �,�, ,� ,.�,�z��,,',I � ,� , ,� " " � � , ,
, , � , , 11 "�, �` ", , , , ,, .1 �1� "� . " '. ,� � � _ � ", "', ",,'' , , -:-`,,-",,��`,-.", � , . , � � "� ��', ,� , - , �, P
,
, ,,� 11 " � I I I � ,�� � " - I � �, �. �, " � , �, " I 1. _� � " 1� " , ��"', , , " , , ,� �, � .� I I " � �, , , �� ,�, �,� , , , " -, , , ,
F, I= I � , /, � I � �, " I 'I , �� - , '', , , � , , � � , I " I � I I . I I . . . �, �, - `,� �y �� ."',�, ,��, . � `.1
, ,
. , I � " '. .1 � - , , , , , � � ,an I I "�,00i iwl".i� i;;�,`,w�","',loi�"'
I � I 'I , � , I , I� ', I / I I I , ,� " , , , � - �, " �� ,." ''I ' � ,� I �,� �,�� ,��, ��, ., "I , I" _� , " ." ,� , , , 1, I" I , �� , "
� , - , , '. ,
�
� , , � , , ,
� , " � , , � - , , ` ,
� � , , 1 I " , , . � 1 , , �� " I - �-",�`,-,"',',`,�,,.'",' "� � , I " � , � , I , * * , I I 1�
. , . . . - ,
�
4 1 � �� " , , ;� " ,,;�
, � , ", _01_;��:,;�,�il. �
11 � � �1� �� " "' "' , , ., " �' , , . I ,im"ON"'im, no,,'dm �Ilin ,1 was",nn" 1-;,",� "' ,,�mi,vw,ada",mm, xin,-`�"`, .�, W , ,
j ion-1 �Nw ,min,"w1w an"Nod , , I — ..�"iw`wi�,,,�=,`W� " " ' , , ,
'1� ,j ,,'JAN�-' �� �, ".,�� ",1M,, , I" ".", I .,AM!� , � .10=,� I �=
�', " I i ,/ , , "I � , ,I ,I ` 1, � � " I ," ,1 I " "I , � . . . . . . . . � - ",�81W
��
, , , 7�.,�, ", " " � I I" I , " � , F �11' . �� I . I " � V �,� , , 1,, " ,� � '' ,,, �` � . , ,�, � �, "' " " �, �', . , " I "_� �,, "" , " , � ,�, ,_, ,� I � ,��, " I . � - �;, ��,,S �, I ." , , �, �, � , , 11 -�� .0-p,,,,,-' , I
I . ,��� "�, ,.",,I'- �I - , " �. / 11. ,� '. I " " I , ,�I""'.1,,.� I ,�, �" ,I,, ,�� � I" �, , ''I -1 � '��,,�':��'L- �,''-,:, .,. , ,,��- I" I ,, ,, , ",I,�1"1-""'1�11","m,"�,1 , ,� " " " ,�", I"1,�z,�,,�,., ,��, ` �. '. . , _".-,"�,,, I,� I , - - -- L -,-1
I � , , " ��",K�,,��","�',1:�� , , " " � � - I " '��,,.� ,�, , �, �'��.��,,� 7i
I � . _� I ,I ,� �,� , . IL ,. " ��I ��- �11 - , '" , , - '" I �� I, .1 I, , , , -, I -'",", , �, 1� .1, ,� " " ,- "". ", " ,� ': �", �, 1'� �,� " ,, � " , ", ", "" I" I� , , ', V, , ", " �'" I� �', I�� I ",� , , �, ,I ", � "', ��, ", ��, "� ,.,
. I � . I �_. "",'� � '. ,�� '. 1 �, I " � 1- ��"- , ,� _:-:�:��:--��-, , , ��, ,1 , ,"! ", " (" ., " "�,�.�.� I - � I , , �, " . , , "I � I '. , � I . . ."I"'I- " ", ', ', , , , " " ,�, ;t�,',#zt,
�,,,,," , " , , �" , ", 11 "I ,� ,�. "I ,� ,, / A ," ` " � , , , , ,,� � ,� '.. '�� - �1,�; , " , � " , �', I, ', ." , ,, ,� , ' ' , � � ." ��,"�,\,�, ,,,�: , , , * __ , ,�=_.'A 2
� , , , , ,� � � "I Pw "',"' e", � .
,
� /L,` � , , I � , � �,W�W,�,11��" ,��,' , � , ` `
,`am, , ,, I 'I I mix ,no , , ,.,or, ,"."onk"=M" ,"".;..i',i�,,,,llk� , ,� . , � � , � , �,. ,:�/��_`_' �. ".1 � -1
,;,r,��1,�� , �, 1� , " , " , , , I �L " , �, ". "I 1��11 " 11 ,� , " , ,� , _� � . . ��'111 � ,, , , , , " � I , � ,�� ,�� , ,�,� �'11 --'' �, ,, " I I �:��,�,��:-"���:,-�,:�,',-�,-��.�-.,.:� , , , � �-�.�.,:�::�--,::",:,--�:":���-�:�"-,::":,�", �,` �" "" <
, , " �, I I . L I , � , , � , , .� - " , , , ,
&,0` .000- "J' %� , � �� . ,,, , , �, , ""'�"��"�'* I" �"..�""."�-I'�.�ll-l",.�ll-I'��11-1', I" 1* �, :��:,.,-����,.,-�'��,.,-::�',�-�-�:���,,�:�",., "
I � , � �
� I I � , , , , __7
, 7 11 � , �� �, , , ", �',,� � ", , , , � 7 � �,, , --&171, ,--- " � - ��,_-,, ", �� �".
, . , ,__ " � ." ,,, ,,, �/ ,
, _. . _ . , , , , � I �
-w ftah.,. , � I , � I � � 11,; �,�,_�,�_,,;�,"_-.., _4 �_.'_.
, "'
,
, -
_____._' _"_,__ ,- !_ � _7_, ______ ,,____ __ �__ f -, " . I ,
__' _'_, r__, ___ ,_ '_�___ _ 1� ,�, ,, " ", I '. 1, " . 11 -1 I 1-1 11 __11
1 17,
_� - 11 �'� ", , " I 11 , - 11 - .
1`_-_"'
,
. ��. , ", . , , , _ , . , �, "'��,_'�:,111:��,�.,�', ,,',, , , ," � , -� , , �,� ":�"`� "_� -1 " , ,:., ,
,,�,,�, -,-,-,,_--v-:! ,�,-. , '' , i . ", � I , ,,,,1""�",�'I''..1, ,
....:� , , . , , , � , , , ,e ,,,, ,_,,�� � ,� , , � " ,� -, �` - -, ,
, �
, ,
" "I' ,� �,, ,�, - �, - MW .i�,-,i�w��,',�i.�,�-,",
, � ,
,, , I . , " " :�"""
" . ,.8m.4"G�=,-=,�_' .-* " ,,,�
ONFO I 7 ,� .,�� .=.� ,� ,-, "" "' "' (1, I , ", , � 11� ,;
I I � � ,
, ,
LL < S � , , 0 , , , � . ,� "I ,.� 7, ,,,, , , "�, ,,
'.I �, ��-1-,,1 �� ,".�", ,'' " " .���" , �, ,' ', ,, I "� ,1� I I � ", ,, , , , . ,�,,�,�"., " " , , I" �' �', , I I , � ," _ �, __ _', �11 ,I �" � , , I � . , , , �� �', , " " � �::�,�:��,,'.-- , -, ,,� - ," ., , � , � ,
�, " . � . , I � � 11 , ., 1, I I �, - , , ,� , � . , , � , , � � , , I I .. I � , " " ��
. 11 I I '�, I 1 , �, 1� 11 " , , " L - ` " , , , � I I � , "' "' "" �, �, �" , , " " , I� �,� ," ,�� ", , , " ,�, " " ��, �, ", "I , ,�,", ," " I �- �, " - � ` I "I ', "� " � � 'I", _, / ""/,",,�� " �
I I I '. " I . � � I �, ,_ , " � . ��. "� " .,. z.1 _�. 11 I , , � "I �_� 11� �. �� ,� 11 � ,� ,�' " "
, � , I , � " �, � I , " " ,� , ", , ,, �, ,� " � �, , � �, ,., �, " �. "I � , " , , �
�
, , � , , � , , ,
I I I � I I � �, I � I . � , , , I " " , , , . , I ,,�, 11 ,� � , , , , . . � , , , , " " - , , � � " � � , , I
, " , �
1�.",I '. . , 1, I ,1� 'I',".., I ", 1. �.,� ,, 1,1", '' ,''�, , � " I I., " I" - . ,� , /`",.,�'�Z� "111"',I��' " " �" 11 "I � ""I" ,��,I"",,1'�', �,�, I '��, ,�:"-"",,,_T,��,, ,,, ��, ,;� X .', / J"11.'/��._.,/ ��"' "',..'/� �",'�,�,
, � " ��,,�' '.,:,,_"' " ", 11��`, I, I"'11,1,"--,11 1,I,�,I ,�:�,,-',�, . . . / , , ,
� ''I 11 � I � 1'� �.� "I'-, ;1, . � � , ", , � " " '_ 1'?".`�, "I ", "� ,�,, " , , �, �", ',' ,��, �, "I "I ,1"�',,, ,, ", " "" ",_,1.�,� " ,� � , , '. , , , '', �:'�, ,", ,,, / ,,-:-,.,, � "" " ��' , " " , � "" , I ,� � ', "/'I., I � �, ,�,I �,',., :, - , ". �
' '� , ,. ��.�:L":::, �:��:�t- , " , '10 , � �, , �1' , , �, -�:
, , , , , �h . ': , ,
, , ,�,-,,��,,��,,` ".",",
_. , �� �� , , " , 1, 1, � , , ,� , , �, 1 , . , , , , ,� , " , .' � 1� I , , ,, , " , '. � , "I, ,, '�', � , , " ", , , , � , , , , � , " , , , " "I' �, , 1 '1� I 1� 1-1 "I � , .1 _, �,.,��,�", ,
1 � ' I '. ' " " " ' ' , � , , � 4� I ,� �,,� . , , , , �,, �� ,�,' �, ", ., " ,,11' ", ," "" " , " " -,
,;�:, I
,
I 11, " �, ,. �. " � ,1 , , �. �� ,� " � I 1 I I � , " . , � I , , , , � � . , , .- , �� , � , , , ��, ,., , , " I , � " " ,� ". ,, , I � , ,� ,�
I - � , " , , , � � , , , , � , , , , � ." " -1-�, , ,� 1� �, � �, � 11 , , � " , , �1 , , ,, , "I . � , 1, �, � , � , " , ,,, , , , , , ,
-, ,,� . . . . . .�, . '.
I I ". ,11. .1 ,� " , � I , 1 I 11� 1, , ", , " " , ,�� , I , , � , � I . . . . ��, , , " ,,� ", " ". � , " I � , ��', � I , 1� 1, 1� " , , � '1� ,� , " " " I , , � ,� I I . , � , . . � ,� , " I . , I I
"I � " , ,� , , ,/�','�"' I , � � , - " � �",1�', , ..� � ��, "":� , , � '' , " I , , " � �� ,� , - I � � . -
,�,, . ,� ,�' " , "I , ,L' , , , " , '��,,,��,-,` �' -`` " � ",:>,�:"",-,,��l. . . ,
I , �S, ""','./,'��11- ','� ,4 "I" ,_"�", �� I Z " ,!' -, ", , , � , � , � , , � , � � " " " ,, " ,,�,,�, ,-,--�,-,,�,, ,�, ,1 , , , /
� � "' _- -
� �e � . , , � , , , � � ,_�� , � � ,
, - -
, -
I � I � I
.
" �11 , , � �, , I . , , , � , � . , 1, " 11 , � , ,�, . , � , , ,�:�:�,,,,, � � � , , , , , � � 1� 7� I " , �.� � I " , , "I "I -1 , ,
"I F/"I,,�.`,� , � -, , �1,�' �I-" "" 1, I , , �', I � ,� � , , , , ", I" 1, 1, ", , , , " I I -1 " " ', ., ,,� ,_ " -,:��-:i
0 1'1�__cl",,:,�,�,� ,11 , , ,lrl , ., " " " �, �, , 11 , . � " ,, " / ", , " , , " , , ,�, ", � I ''�," , , ., . �,�
, ,� � � 'I'�'ll�,'�.��",":,.,""�'I'll���-I , I"'11""1,,��,,"" "'-"11" ""' " `�1, _� " "" I ,, ,
1�,.,_'�,.�" � , " 1�� '' �,_ / ", " �, " �, " �, , 1, , ." �` , " , , �, ,�', ", ,,1 "11:�,�,.,� . I 11";1, �
, I . , " , . " , , , , ::� :�� ,
� . , , � "I , , ,� " , I . , _� I � " , " " " " , ", I " , " '. , , � � - , I I " , "I � , , �1` , � , � " �, '. , , � - , , � � � I� , ," , , , , ,� " I � " , , � , , �', " ", " ", _� , , " , , , " �',"', " ,, " �� �, " �' "
I � , � .� �, ,� � � "t", .1 1, �, . , , " �. . . I , I , , �, , , �, , , I , , .� " _ I ". ', " 1,1 ,� 1� 1� " Z "'. , " " ," " , � ,, "� "_� 1, �., , " �", ,' '. , - -, � , , ,� , ., ,� " " ��, ,� ,� � � ,�', , " " �, , , ,� " , , , " ", , , .,
() I I I , � � � , �.�, I- I � ,. " , 1 " ,11,1� 1, : �, , � I 1 ,1 , __1 I _' __ "_.,�,�,:"�, , ,� " �,� ", ','�, 1� ,�� �11 ,, ', '1� 1, " ,e �, ,"," ,�, " ", � " I , ` 1, 1, " , " " �, �', �� ,�
� ':
� " I , � � � �� ., " " " " ,�� ,11 ", ,; /�, �, -, , In
- 11-11,11.1. 11 1, ..Nowl.M's MMMI
NOT A PART.AREA PER ON-SITE PLAN I
SUBMITTAL BY ARCHITERRA DESIGN GROUP
__
I
I I'll I I . � .
XER. REF. 1.4 � :, � � ,
I— .1 .
F. 1.3 .
.
I
�
,
I
I
I
�
��
I '�', 21
17
,� ,
I
I&, IT OF WORK �j
Ar 16 NA! i 1% I i ! I ,00 I - , � I
— ___ -_ 001%�11 -A 11 I I S 11 �%,.N I!, IV% &%N�N i 1 � �1 LIMIT OF WORK
=I - L -'W' I -1 ___ I I - - _ - A ____ � MIN-MM-N&NNI,
� 11, I I I - 11 I I ---
- - -_ I I , ,� ,. I , - ,. ' ' "�I __I -1 - " .1 IS ff � �� 11 . 11.1 11 iff . " 11 11 11 lk,&W' I : p .r I � 1 ; 1: . _ � I 1;,
I [ )( Mjilt I I 11 .�, 1: � I I I 11 , I ' ll I I � I 1 . 1� �, �, I I I '_ I I I 1, -,- --,---- ,�� ,:-1,1, �I_ "I " 11 � � , , 1, I ,� 't
I ,. . I . � � � �� _11� I ' ' , . 11 I I �',�, � '' _m 1, 1 �711�,4 '' !I ,
I � ,
0 "I" I - I I 11 � � ,� I I. I I e I I I I 11 I I I I � ':, 'T, �: I , I�
PCI I I I _____ -_ -_ - I 1 . I I I I --- � - - I ''I I � � ::: �_�,:, :_ ,,_�'': ,�� :, :� ,�� � :�, '',�, -: � �I�:�, I 1, � ,���, I �11,� I �I
R I i I -_--- - , ,�, I lf� "L I I ,
00 I - I I ------- 11 ww.__ __-,,,,_,_ _"�', , ' ,.' 1,
Jh0SV%VSL^AL � I k K ir @
I I i - - N-140411" A �
I
11�14 1,
", S !,I - WXXXX
N_&%_11 i Im�i,�9*=+NN�; I
I ,,:!i�� 11 :11
I � i , 0 i I 11 -
( ( AJJUJUX - - i I , Wk-l"
-- _____ I I I . � --- -_
__ ______ - - ___ L __ I I 11 I -I - "1,Ar It : ' 'I'll", 1, I I .
.' 1. I—-------- ;
1NN6XXXXXXN1 ;I - 14 ___ qq�� .
- "N 14NNI, %%L%%%11%%qk%.L"&%%,% ------ -L
I 'I.", - %XN i'll
> 11 F WORK ��
low ,
0 1� I ��, I
",
- I
M I /____111 . ______ 1`1 __ "
� 11
i _____�.
,� I
S-3 T-1 \ TT-2 rs-,-N\ � S-3 � e' I
� 1�
< = 15 2411 /I 1513 / 67 �� / T-1 \ (S-1 � _____ S-2 ,�
�� k 11 ;1 I
-""""""' "-,--" -1 -111-11 1- 1-111-11-1-1- --1-11I.-I-111111 --11-1 I I 1;�� 11 11 -11 -1 _ 11--111A!43 k 81 1 %J8 � I
_V1 I � I 'll, 11.11 .1 . I., 1 . I 11 �
f""""""' '�, \,--,,/ ,""' ". 1-111 I -1 I �I I 1--.1-1 ,� '.,''. _ ,�__,"., _ , ,-, � .___,_____ I 11.1.11.1 1-1-1� . I 1."I-1 11 I I'll I'll I I.....-1 I I I-111 ..I I � I -� � I-1 I�-11 11 I I I I I I -11.1 I I.,I I'll,"I- '.I I I 11-11-I I-1 - II .1.I 111-1 I .11.11 -1.-11111-I1-1.1 11 I 11 11I I .-1-111.11 1-111-1 _ -1-11,
, ,
-.11. - ._, .� ,,,,,, ____ I
I -
W 1111
�A er 'I I 0
1 W E-11- � __ � - --1 .. ''I - -111-1/_1 .-__ I---- �- -1 -1. � ...� I— - .. - - ' _---` ....�I-,---- I—- � __, I'll, � . 11 -111 �I". ' 'I � I � 11 _ . . 11'' -'-- -, L- - - -*, ", , "_ , _" �111'
�11 " I 1-1-1 11 I 1 U -1 E'L R` , _ . -----_1_-. -11---- .... ----.111 - .......
111111-111 "To I LL.B.O'Ll.-LEVAN D _ _ _ _ ,,, -_ ., , ___'.__,_______ __ � L -.,- ", - .
'-/' --r-1111__ ..1.1.1 11.1- �--.I-,.,,- - 1.-1.1-1.1.1--1 -111. 14 1- FO' 11 _.--_----1-_ ..-1-_ .111.1_.1-___.1....I -1. -1-1.11---1-11- 11. -11".1.1-11 .1-1111-1-1.11_11. I 1-��,�,�..-"�,�"--�'',����-�.",�,,�."-�,��.........�... "" � I I � I
U) I...__ -., ,___ __ - -___ __ --,,,/ , -_ ,,� � : I I -,
I ',� 1. -111 I., I., 1.r1-1 I'll . 1-11 I -1-1.1-11. I—�11� � 1.I 11 -1 1-1- .'- _- " -'',_.__ __- - - ,- -' - __- , __ _ _ ___. I - 1. �11", , I �
,I,
I "� I ,
- , � ' --- L- _ -1 . . .� . - � _- _ � 1- 1- -1 I I _ _ , _'___ ,_,_ - � . " � _',, __. .__,____, '___ __ '' '' , , _', _ ,., , - - - _ ___ NOT A PART.AREA PER ON-SITE PLAN I—-_-11111-1 11"...- I I -1 I11 I.---11-11,--1-11 11 1-1- 11-1111-.-1 111--.1, r_,',,,,,.,, �'L,_ : �
I �� -.111---, �,
,
N / ","I , _."', "', ,�",
� ','I �',1,�� �,� SUBM SIGN GROUP ",
- � I -
< :, L" 1� , """", , \1,
11
�
— . ,
, �1` -, 11 ,
11 NOT A PART.AREA PER ON-SITE PLAN ," �', \
I
,
-
I �'r —7. �,��,___._____1__ '. , -, ,� � � . I . � . ____ L . � r__1 -- I " ,
11 ,li � . � I .
, , i , , , �
� ,
� _ � 1" , '_ ' , '.
,
� � , , , , , � ' ' " I r � . � � ' ' �� ' ' � . 11 � � . - ____ � I
_
_ ,
� ' ' I ' ' ' ' , '. . " . . .
,
, . . .
I � �� " ,L . � ,� .� , � r � , , � � �, , 1� � ,?�11" � . " ,� \
�z . . � , , , , , . . . � . , , , ' ' I � -I " .� " ,� �, � . 1 � "
' ' ' - " , 'I., � _� � � , � , , ,� , _ .� .� ., ", .,, " L. �' �' , , , " " � ,� " , ` L'� " �', � � , ". 11 " ', ,, ,� �11 I, "'; ". .L " �' �', "' " ` ,� �. " �, ,,1 , �,`_�,"'7`77V.- /-,,�,�-, �, " ., , �' il�,/ ,� " 1, " 1, "..", , X" ,�,
"" " L"' ' , ,' .1 ,� " . '. I -------____ . �, . , _ � � � _ , � L' - �, . , � ,� �, ,, �, . , � , _ � .
, , , " � I " I I- -_ ---I----- ______- -_-_ _ o """�,�, � " � _,`�. . � �, ��, ,. .. '. �, � .� , . , "' ',` , . ," / � . "I .�` �, �,`/ �'
I _
W I SUBMITTAL BY ARCHITERRA DESIGN GROUP Z .,__,�,.,_�""- � -,�� -""" � ., ., 1, 1, �� "I " �' '. , ,� I " ' ,,-� " � . � � . . . . . . � .- �_ _____ -1 1. - , , , �� �� � � , ,; , . . � ,� I I .� -
/ � �11,11111,11,1,1�'i... I __—,*-_L ." ,-" ` ' _. I ", ".� - I., � ".. rL, 1 .." ", "�Z "I'', ' ' _�,�"_,��,,�,,,�,�,'','_, _"r ,,' _",", " �I �, ��. " .,I "" �- �`. " "I ".. .� 1. '. 11 I I 1� ,� ', � �, - �
"' .._+I 1, / , � I � , " I �'. , � �, I � ,� �. ., ��" "1.11'"I . I I I � ' ' I �� " � 1,I " ,� ". �� ""''� Z,'�', """,1,1�,,��,.�_ _',I"1.,���11'I', 11, I"_-_` ,�` �` �` 1�', ',',��,� ', ". ,� ,� �1� I '. " '1� ,� I " ," ��, , I .. � ,�
�
_
N / , � .� ., " ,�, ""'`-_""" "I I , ", "�, "',"","_",�I �, ," �, � ". , , � � , , '' I ", "-' .�' '-'"."'�,"',�"��r'"�,��,�,'�'..,"�,��I."�'ll�-"..-"�,I , , , , , , , �� , , � " � �, I " 1�
I " �, - ",I � "'' �, , �� " ,� ,� , , ,�, .�. �, 1, � I " 11,,� '11 '.� ," ,, "I, �`,�*,� , �", 1�, ,�,� , ,�, 11� 11 .� ., ` `�, �, " �, �,,� -, 11�, .1 �-, . �_ 11� ,� I- 1, �', �� 1�, ", ,, ,� �1, I., ��. ,,�- ,,�� " ".1 "I, 1�_ -, .`� " .� �. �111 ,-, I � " ".- ,� I I . � .1, "'. �, � ',� �. / ��, �. ,� ". "� " " I 11,
- I 1 I ��, � ,� , I I , I �� � , � I � ",�,��, �,11 �, ,� ", ',�`,,� 1�' � S, �', ,_,.''�, "I ',�',",,lt,� "'."', _,.�.�,�, ,_., .�,-,,',.�.,�".,�'1�1_ ,� ��,��,"I`�,��," �,,�,.,.''�', ", .,.�. ',., ",,,�`,--, -":,.�",�,, '�i"' ,'. 1, 11 �', ', �� " �, " ". ,�I. ,,1 _�", �.,� , ,
11[::::::���, " — I .1 .,� �', I 11 '1- ,� � , , 1�, I , , , I ,� ,,� " , . . " ,� ` I � .1 " '., ""'," , " z ,-� "", /�,, "', ,'�, 11 � ,I ��'. "., , �,.,,:,,,,:,�,,I �._�, �,, , ","I .� 1. ,� ,� ,:,� ',, - ,� �,, , �,' ' �
, 7 ` ,- ,- ' L, L I— I ", " , I ,� . I � I I �� , , ,� �, � �, 1, . "I , " �� ,� " " �L _ I I , � ,� , _ . , � � ��.� � � � � _ �, , . �� I , - " , I'll I 1� %�
, 'r - " � _ ', — ,� I - , �, ��_ , ,� ." "I " �, I , � I I I �, I .1 ,� � ,"' ,'�,,,'...'�:",,'� ,r' . ,_ " ,� ., I" � ,� �,� �,'"" �e' �" ` ", ,',�,,�,,-`".",/ -,. , ,-��, " 11", .`
��,,f e ��, ,�, ,._ ,� ,�, "" ��', " .". " ' ,. , , � , ,-, - , , __ ., , ` ,� " I ' � , , � '' " , , 1 � ",�,,' '�,,��:" '. -, , " � �,� .� ,".", "� ,, ", "_ ," �� ', " 11 ,�` " . �, .1 _` "I" _�" " -, ,., " ,
� ". " . , � I____ . � "-_1- , " I - .� � 1".� ,, . I I I '. 'Z'l I , -� I � �, ,1 I I " , " ,� �',I !�", " , '. - I �,� _� �, .�, ,,�� 'I',�L� 1'1 '� �, 11 � I , I�/� , 1 ,� ,� "I"t" I I, 1, � " , �", ,�," ,�, ", �, , , � " �, I -, ,., " ,�, I �, �/ �, , "I 1, �
I _ , , I , � � � , ' ' , ' ' ,1 r , 7-- � . . � - ------- , � , � ,�, - � , , . " , _ I , , " � 11 I
, , " �' " �, , ,. � , � '. W __ . --- - - . ' ' I � - I I I 11 1. 11 "I � , I . � , ' . " , , ;� I �� � �, " , " I �
, , � 1".11", " ,� " , .� � � " "� �, " �,� �, " I I "_ ,� ,� '1�1 "'. Y �1, -1 �� , 1.��"�� /I I 7 , I "I ., 11 ',�. ,�, 1�� ./',", I " �, �, ''I " ,� " I �', 1�1 11'I L Z� I" I'll 11 �. 1. 11 1� '. ,1 r 11 I 11 , I ", 11�' Y� .", 11,�, ,� ,�� �� 1� ,�,' � . 1. �� __� ,�," 1". �' �1' � , ,� ,�'11�',�,,�/� �, " ,., ,���'/,,"",4,,', . . _ " � , " ,� , -, ", .e " �' , , � " "�11' I ,1
, , - ,1� I , , . � , I ,�,,�:::�'. I , I , I �, %, � , ,� � , 11 ,. , , . � ,� 1� , �, � , �', I I , z 11 , , I I .' �` " , `�.I,- — 11 I " , , , , � 1, � , - / , , _ . .. �
,
� . � , , . � " , , � , � , , . . . . ,
" , , , , , , " , i , , � , , , ' ' � , �
". � , -- � � , , . �_ , " " �. - , , � � , , . - _ ,
,, ",_ ,�� ,, ", ', "I ,, �",��11. �`�,,�,,'�,,,,�� � 1 7 -77 � � , � � � . . . � ,'I - , "'o, k�_ ___— � " "�,"I , , _ I � " �", I "I",� ..",""'I.",��, ,,��, " ', �,, , " ,, .", " ", ,-, , � , �, �
,
- ,L' r. " ,' , ,� , , , �, , I ", " �. ",,� ' � ' "I � 1, 1, 11 ,� , . , � " I � ,1 "r " -1 .. � �� ,:"�:�����,.���:��":�:::�,,�:�� �, ., , �� , , , " " , , , ,, " , ,� �, , I , ,� �, I., � , .1 " � ,� � /P., �',��,,�
. "I , � , , � . , ,�- - � , , . �' ,� , � ,
., � , " � , � �
..j - -_ � � I I ",''� , � � , , �', ",7"��,: 'i�,,, �"`�,11`1'�,,_`:,11_1' I "��,"`"""'.","" , , , �, � , 11 4 ", � �', �, " � '. �, I " � �:,� I �. .,
I , I�, 1 '.�, �1 . �', �, L' " ,� " ��, ,� I ." �, � , " , I/. I I � , �� , /, � � .� ,, ,"�� �, ," .11 " � , �, " , ��, , , , , , " " " �, " "
I I ,, , . . . I � I �,�', ,:,��� �, ,�, ,,,��,�` �"" ` , , ,� :,� �� .
7— I I ." I I I " , , �' � I � 1 � " , , I �- �'11 , , , , ,
. . . . . . � , , , , , � , � , � �, ,
- . . ,
I
li " - -1�, �, ". , I " " ., �, " , , , , , �,:� � �, , , �
e-e-11 11—I , , 11 -_._� 7— , 111",-,,"," �',
. . . 7 7 , L.' r.' "' �, -1 � ,1 , � , 1 . , , � �
, , �, 1 I . .1 - I ' "� ., ., " " " " " , � , � , , , �, �, , , '. ,� � I .� � � I 1� " , , �', �, , �, �,�` , " " " " ', '.
I I , , , �, . , ' "I , .. ., � , , I " " ,
1 , � � , ." I" ", " "I
, ,
I
� � . . .. . . .� ' � . �� , - , " '� , ,, �
, ,
,
, " , , , , ,� , r , � , .1 , , , , ,
. , � , I I �, I �;_.,��_/ ,� , � 11* � , , , ,
, , ,
� I , , � I , , �' �- 'I, I , , , " �� ,�, " ,
� 11 I - , , , , - I - - . . .
. I , , I �
- 11 7 7 7 � ,
. , , � � � � ,
� � "', , , �, � � . � , , , �,� �� �, � ,�, I , �, , , " , , " I " " � � , , � � , 11
;� , , "' I � �. :". , . � , I �,� , ,11'' -
I I � � �, L' , ' � . , �1 � , � � I , . , , ,
- , " , �, 11 ".11I . I , . , ,
No�,""," � , I -� 1�� � - - .- - �� �.',�,"�,111,_`,_, "I � , , � , ,,�. ,
- ��, 7 7 7_7 7 7�
� �
1�E I 11 7 71�� 1__,_11_1_Z
�_-7"I/I-�
, '. �
� �
I , � ,
, ,
,
,. , � , , , ,
" "�.,, ", . �, ",`�, �, �, , , , � ,77.7�,, � �,� � , , � , . . . . " I -1 1711' , , , I � �, " , , , , � , , � � " , , , �
� " " , , , �, , .1 , � I I , I � , , I � A ,, ." , � ', , ,., " , ,.�� , ,� " . , ,� �-1 �� "I .�. � � 1, 1� I � I ". , I � , " .� � ,. , �'. I ��,,�,, �,� ��, ��`"''.��,, ` , " � , . , , � � ,� " . . � �', ��. �,,� 'I, �"11� '"� I,',�,,,,�'�:"" "' , , , " I I " . I " I I � . , , " I I �� � " �, '� "' "' � .", 1, ., � � " �, , " , , " ." � ", ,� , - � '�, , z �, � I"
"I " , I , 1�1 , ,� ,�, �` ", , � , I, ",'�, " I "� " ,� , , "I L" '1� '. ,� , - , " �, I 11 L� �, I ,� - �, I I " I e I"I I" .1 � -1" , �,� 4 , � , "" �"" " " �� � _� , . . "� , , ", -, , 1 � , ., ,�' I 1� �, 11. , " , I �, 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 � � , ,
, " �` " �' " � ..,L' ' ' ' ,
I I , � � . � I I �, , � � � �� � , , , , . , � ,� " � "' � - ' ,
I I � I � � I , , I I I , I � , I I - -, � I
, " , , . , � , ,
,
�� . , - "I "
I �f "' 'I" ,�" , � � , , � . . .I 1�
�
� .... I " '. � � I I I .1 I ,� I I I " �' � -1 '.. "I ,� " ,� I ,� " ',� I �,��,, 'I" 1� �". ". , � � I � I � I I I _', ��11 , �,,.e,l', , " "I ,.- " �,� ,�� ,, � , %
�_.�, Z�i, " � , � '. � , , .1 . -1 I 1,
, lt�t� , ��_�,,- �;,__�� _�,v , � - I � . . I � 11 " '. " , � , , ". .1 "., ,,� , , , � �� "� " " �', , , "" , " �, , I
, , 77�-;_� �'I,��, ,__�,_ ,�, , "I , , � '.� ��, I,.� ', �,_ � ,� "I " ", " �, , " � ��', ' ' I � ,
" ��__,_,_,�__,���__171 , * - ,.L� �, ,�6 � .7 1 1 1 � I _-, 11:2 __ � , , � � �. , " , I , " " , " " , " - � , ., I � � ,
=�_�,�� == _,`� " I �
�_ � I �� I I �, �. " �, �� " �� 1� ,� Z'J��-=-;_�-.m�..,-f=r_7_ 7�1,'LV' .�,I�r I - - e I r / "' -�` L"___ � � " I 1. "
- '_ � � 11
.� ";r= ,
- I � , " 1 I I ,,, �; ., ,� . I * 1,, ".�'�11 I� I I ,�,�, I, I� I "" " � ,�,� , I � I ,I I ,� I �� " � � " �. �, " �--,, ,� " �, '' , .1 " � � '. , - 7- 7,7_1zWV F=ila _- " " " ,_
- � - . �, � I I I , �� � , , , ,�� � ,� , I "I '_,��"L'��', "I " LT I , '. , � "',�, , �,� � � I , , � , , , � , li� - ,
,_ - I I , ,= ,�_, % =_'F�'=_,=== ,���-=�=�=7=�C,,;�,��tll�:__�,, �%-_��=-�'a -�,�-a�,'_'=,=� � �1= -,, - '7--- X1=_X1__ , =1�17�J Alzrx_*11,.-�xqllt=�`_,4� I ," 1� . . . . . � I"
�t�__�� -� � : . , � , ,=1_1kn =W11V- �1 1 , I I 11�1 ".." I, I I" � , � I � , �1', -, 0�', I � I I I ,� �'" I ;' . ", �, , � . � ,, ,,--�� �,� ,1 �. , ." , ., , " , , , , , � , ., .' ' ' ,::, ,,,-- "
,
" � , I � I I , . , I . � . � � , " . I . � � � '' , � � , , " , , , , .. � , �, , - 1 ,,I "",�,I ,� I , , , ,� , " �� ". " ,_ "� �, �, � � .1 " . � , , � ,� , , ' .' " ' '_ '. '. --:::�,,,,.- ,,--
'.. - , � " ,� 1 � ". I I I � I , , . . . .. . , " " " , -, , , � , , , I , , , �, " �, " , " , , �, � ,� �', " ,� , �. , , ,� " ", '. ,1 , I I I . � �� , � , , ' �� ,� L�L ��� I.. .-. -,
,�r�,, ,4 1 � I I " 11 � I ,� � . � , , � , , , � , ,
, ,
� � , , � _
. , I . I " , I - 1 - � . I , " � " � , , , � � � � � � , , � , " I I
, " � , , ". �� "I 1, ,�, ,, " 1� I, , � ,�� " 1, �, I,"'. "'. � ..' f,r7 L _ � "'� , �, , " . � , , " " � � �o!,'A',f���-.� �r , i- � ,� �� , , , " , " 11 .� "
I - , , , , I � � _� '. � � ,"� ,� ,�, , . � , � , � y` " ,� ,,=�7 � � I p, , I_�__.�_, __._
, � � - , , _�,,,, , I .. '.1 " , ,, , , I " I I I I I �, � �. � " , . I I � . � .1 , �, , , �, , , �, I �. , ., ", , " ,� .", ��. ," I,- ,_7 ", ", ., ., , � , , 1:,";7,11", '17"'. ', '. , ", �, ,n �, ,� , � , 1, � �" .�-. " ,
I . I . ; 11 �, �� , - I I I I �,� ,� I I I I .. I " n � , "I" , " �, ��1 ��,",�� � " " " " ', , . � � � . . . � , z ,,::,", :1,,%�:z�"./�. I z 1� �.I
I , , . , , � I I 11 �� ,� I � I , I I I I - , �, " " 1 ", , , " ,� � k�
on"no' I � �. � I . � I . � � I , , , " I I � �
� , '. � I - I "� ,_1 �11 �� I , , ,I I *, �1. � I 1. I I
- I - , " , � . . . � � I � I I �, ," �, ", , ,'. I, . � ' ' ' ' _L ' I ' - I� "."��,� "I �,� � " , �, ", ,* 1�� ,�, 1. I �
I � . , I I I I I .� I I " " I , , " �, � �
, - , 1, I".� , Z, I � , , ,� � , , I . I "I I � , , ", ,. �, M �=I, � -�=11'46 I , , ,::,,= " . �. � j �
,� � I ., . � , � I " -, .", " ,- . � im"U16-1 , "0''---,�,., �� ,- ,-- ,� ,�- ", , , . � � �
, � -, �_, " I � -, , , , I � � '. �,,� " ��', I I '. . '. , I I I �, .1 � ,� , , � , � I ��., 7 -!_", _.�'. -�, ". '",- ,;; ,�, , ��,`" .�011!�'PM!,-!F' - I
__ _., , . I , % " , �� " . , " - I - .. - , * , "; '", ,III_�_ , , , , , � go I lul�.` �%Mpl� -:::,-,::::� ,.
, ", �. ,- I I __ ,.�_111�_,,-- 1� 1 " I -_ I I ,� , , � � I . - I �, , '� _' "' "' "" "�' ,
, , " � _"� ,"'4�, � ,� �, " �- 0 1. I,, I -"I � ,�� ,I I �_, � I . � ,��', ,,� " I I � . �, � � � ,� , , �, �, I , L' I " "�, ,�, 't "�� ,���,�,�:��, ..-" , . - , , ,
, " ,� " , -, , � " , 11 I , ,� , .� "I "� - " � . " . , �� 1� ,�� ,, -, , , . , 1 -, .-- -i1!R`.P1iN", " -, , " AW,go",'m" .0� 11" I" I" 11 " 1� - ,� ,� ��:,--�,,
� , . 11 .1 ,I :�z , �L , , " - ", , 1� "' 1',,;r�' 14��:;:��11' :`;7`�,-, ,,� --,,"-,' ,�,,';"�._,;',,;:.......�_",';�,.`_"�� . - - , I �
I I r I - I I , I I I .1 11 I , ,�%\ L , �, , ,
I I . I , , , , �
,
�� 1� ,_ �', � "I ��, , , ,_ �', � � , , � I � I I
" ,� ",� , , .1 " " " - , � � , , � � � � : �
I
, I . � I � .1 " "I , . -"'..� � ,�� �,� ,�',,,I "�'.I`_. "'I ",� ',',,'"� �.',� . ,� ,, 11 �,�� ��, ". "I " ''I ""I,�,_ 1 �I ,�, �.�, � I I . �, �� �, I I 11 I�,, ".,N.�', �� , - � � , , .1 . , , ", I I �. ` ,� " " , , ���,` ." ,�. �, "� , , , " �
. ,, �� " 11 " ", "� �, - , � I I � - ,� , ', I'. I � �1* � �
, - I ,� � I �
, I
I , I"" " "I ,I��. � ,�z, " ". , 1 , ,� 11� �� , �� , , -�-I I � � , , ,, " , , , \ , , . � , 'r�'� I I - , , ,� �, I I , , ,- �� �, ""',� ,, �� N, ,�, I" , � I � , , � , I ,��:,,�"::, .�,-,, " ,, � I ;
, , , I � - " ,� I I ,� � � � � � �� �, , , . I "I , e " , "I , , ,
� , , � I � I 1, I- �� , . , � ''�L�', �, '..� ,., .� � � \ ., ,�, , � � "� , , , I , -
I , - , '. _____ - , , " - 'N � � ," 1 , � I ,, * " " ,, ,� , 11 1� 1. I I, I, I �, , , ,I _', ,,� ', ". ,I � ��, , , ", -- I I, I, .� ,_ " 1 ", � � _� , �, ', "� �Y 11 I " "I ��. �. I � �
I , , " . �, ,. �' _z.-_��..;1, , . I �, , " .., ,� ': ,, , r_7 _Is���,�. I "�, , , � 'F" , � , , '. '"',L� I � , , , "I I I ",,,-N�,.�" ,--, ,� �, "I ,�,���" X ", � , , , ,�..,,,�:�-, '. " I I �
�, ,� " ,� __ 1, 1�', �L , " ,� "� " I I, , , : , , � � � " " I " �. " , �, ", �, , . , , �� i , I ,�,",'. � ,�,.`""" I , "I , " -, 1:,,
, , , ., � , . �� .1 ,__ �, ., ', . r � , �, �._� , . _� , ,7I � � '. 7 ,, ,, I ', , 1� " " , �. ,� �, , � I ��
, . I , ,1 , " " � � ,_ , I 1� 11 I" "� " , " , .� " � , , � , " ,, - t
� - � . I , '. I I ��, �, . �. 1, �' �L ,� , ,-, �" �
� , , , � � . � , - , � " 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 , � ,,, ,:� � 1. ,� " /1' ,
�
� , � , � , � " , : , - , I 1, 1, " ,, ", ,�, . � , , ",,�� . , � , � , � � , . .� : I
,
�
I I � . ,� I �, � �. �� I"I" "I "I _` I 1� " � � �'i ,� """" ,, ,�: "",I, ,�,�.'/','��\I�,,,., ",","" ,�, ,�'.,.,�',1 ,,�/'.��� "- ,�.,� ,�,� �",'/,I �'W, � ��k� -1,-,� , - � �,-I-,'-,/,�-I'/ i I I
�, - ', ., � �. , � , �� - , , " , "I , � " �. " � I � �
I I � ., -, " . , , , �� ,� , , , " 4, I, �� � � - " �� , ., , � I" � � I .
�'. �, ,� " 11 , I � ,� I, � , �', �, " " 1, �, ,1 , ", �, , ,� " , _� ": , z, � ,� e , ,`��:`��"1_11'1"_,_,-�`:,_
I � � ,�' - . , , , , ':��,, � ,�,, ,,,"
I 1. I I , , , , , '1� �� �" I I� , I I 1 �� . , ,,�f "` � , , , , ,, 1, ,"I -�,,�',-" , ,�� ", " " , �' , �,, "��,_, , , ��.�,�-:��.-,,�,,,�,��,,�,�,�,,�"""�� I" - � -,� , , , -:��.
I !!�,",`,� "'�-" � , I
�, ., , ,," , � I.� � - " , "� ", " � I� �I - �1 " , , � ," � �, '. ', "� _'. ,� 6:1"IL'�, I � I . .� , , 1.�,'I"_r�i-,`.,--, , �,�L,., 7, , � 7 ", 77 7 ,7 7, � �" , , �'. �' , ,�,, .,� ,�, ", �,, , �, ,1� "' , , �,, I 11, I""'�"" " , "L " , � , , � �/ , � , I ,� ,_ I �.,��,,,�,�, -, ��, ,, " ,�/�,,� , � -�::���:��,-,,��',' ,"':,'', ,� � _,� ,,,� " ,
I " �, ' � ", - . ",�,, .�', ", 11 . I I I ,- .1 I I ,1 �, ,_ . , � " , ,; t ,
'
, I , ,, . � ' � , , � 1 ,� " , � , r , ,
� � '
� �, - ,, ,- , . " 1"' .'"�_"'�` ""'-,''� Ir " , " , , � . � ,�,� , -1 �, �� , � , " 1� "N/v�_11'o,/'e_,�,_ I" .,"�, , , , , I , , " _,, � " � � �, " ",
�
�
,
,
, , I , , , 1, 1, , , ,__ " ', , , " , ,, " ,/ :,.,,�,,�,�','�,,,-, ."�,", � . ��,,�,,, I""'I., � I - � �
/ ," �, " .i , � � " , � ,, �,��,,` --�,.�,,��,,,:,:.-,,, ",,-,*'.-,,,- ,��:�":, I.",,-.
�, � ', ,, -,�:,� � , �, " �, '.1, , " ,L 1,11,_1_' , , " " ,- �. " " " '"' "' ""' " I 11 � - ,, " " " ` ,,, �,� _�"'� �,/, _,� ", '. ,; ,� " ,�� " " , .", ,,, ",/�::",::,:,��:� , ,
- " '" " " " ""
I ,. , �, � 11 v I � � , I ,�,,,��::,�,/"' I '11", 11`.�� � �', , �:�:�, ,�,- ,
I " � " � , - ., , ,
, ," , � �, , , ,� , � I " , , , , " � � , , " ,
, ,�,` " ,,, .", / ," / ,' ",'. , , "I �� , , , I,.,,�,,,,"I " ", "�, ,. ,� ', ',�,�,,, "�,'I,,'� ", ,�-, ", ,., ,, ,, ',�� I, � ,�L,"," ." ", "',1 / �� , --' -11 , , ,, � " * , ''," " -, , �-1 �� I, 1- , 17 7 , ", ,� ", ,� .. , 7 7 , � ,� � , , ,, , , ," , ..,,�� � - I
,
I " - I - ,,..��,��, ","_� � I , ,� , . , " - , ,, � , "�:�"---� , , , , � ,, , , � , \ - `/`.,-",,,.��". ,",", "" �, �, �,\�,
" , � .� ��, �,j -, 11 � �� � - �* -, -, - /"��,�",1� , �` - , , , " � . , '�,," , I , , , -��"'�����,�,,�,,��".,�",."�', ", �`, "" -,, ", � " " , , � , � 1=;:�7.�
, � , ,�,,,,',�, � ., �, � - "���I;!F'11', 11`�. ,!!!,:� Im
, I
,
,
,
,
, � � ,
, � �,
,
,
,
,
,
�, ,�, , . .�\ 7,` - , , .
,
,
� , , ,
,
I " 1!-�I I � "',1 , � , . I i�, 1, - I
�, - �, 1 I " 1 , �', " , � , , � , � - - ,� . ,,�_-�".
.", �,'- �, I , , , ", ,, , , �,� ,� �
'�, —4 �,,` '1� " I I , 4 I , ,� �', " " '. . , ,'�'.�., 777777 7, ,�` , �,I �11"11' - "", �, ""'�,` �'�,�� ,"77,7"�7�,,`,,,,"7 - /�, - , � �, 4;,�� �:� X ,- - _r" ,";, *-
, , - , �� � . ,�� " � , ,1, �', �; � , , ,1_v " " � I 7 ,�" , ,`;','�". ,
- -1�"I.y I:,-� . � " , * "_,;_�_ , , ? -��; I ,' , , -, " � -, .,-', 1 r"� . ,� , ", " I- ,� 1�' I .. " �', " I ,� ,� , � , 1��,iw,`no". '111 � , � r"' L" , , " " " � " " ,1 " , ��>-�::�
-�' , , , � " '. , � �, � . I!R' . uw"11`=W� ,� -,
., '. - - - ,� �� ,I " " ,� , , N,�, , � �:7�'"'," � " , � "I , , _��:��r_-_ , 'Am,"'70 , , ;:t�"!�_�'1,7,�,, , , .
I 11 � '11* , , , � 'i � ' 11�� '
, � -
� , , , , , - 11 -1�
, , � � , � � , , � , , ' ,
- ' ' ' L , ' ' I . , , "
� ' ' I
%", , L ' ' _� � , - ' � , , ,
. �� , � � I I I I ,� �, - , � , , .� ", , I � , , 1 . . . . , � � , , , , " , , � ,
� )_`,� 1 I ���" �-`,r"' " ,�'
�
� :
11 , " , � I ,; " , , , �, , � . , , , , 11 11 % �, , � I D , � � I ",I - ,� � � , , .� , , , " , , , " �
�
, � � � � , � , , � , , , , ,
-
-, , , , , -77-:,!` ' ` - � - , " � , [ � � 11,7�1: , �, , . , � ., , , , ., ':�:�:,�,,�,`�. �",`,,�:�'- �w " � -1 .� "Ill I'll � I -11 1\1
.
, , ." " �, , � , , , , " ,7 � ' '
., . I � "', -, � _,:�', '11:��:-`:�`:�111�,, , , � "I '
, ,,�, . � ". ', ", , �;,�--":,"`��,� -,7��'-�,��'," .77"':7 1, � ! , � �',_ 1, , , . �
, , , , , - ,
,'� ",,7" ......�::',,,�,: � ,
�"', ,,
,"
�� _,.z.11'7�1�' �/,"""",X� "" " , " � "'_ :,_,�� N'� �-_'t� , - � ,,�,\��,, , � � " ,-, , , � � , -:,-�",:-,, -,','���,:,:"�.-::�:",-:�:,',,-,�:�,',�-.:"��,�--�:,:,--,.--,,,�:�, :::�,
_ I,M,!!�=' ' 'I"',0�1"T ,,M r�71`.r_` I .I "�""",�,I "1 1,""-,,,� ,��, , �, " ,I �, ,�� ,� , , � , ',1�/. '. ,�': ,�,�,,',"I �, . � , , , � ,� I ,11,_-1� I ,� 1 "I "I �, I I I " I " ,� "I ',1 , , ` " ."I, , ", I" '11'�,'.11�,.,,,�:,,::"",,`,���, ",�, , ," ", � �"
1_7" ,_� - - �� '7� ,,""�_ '. , - ,
_�, Z I z y,7* _7 ,",7�,/7 ,� _ - - � � , , , " , -:��::,,,
, , "I , � I � . I . � � . " , � I � I I I I I I �' , I" -1 �,/:,`: �_ , I ,:��,.,��..�,�,,�,:"�� ,�, ,'�:::,
" ,_ "I , � " �, z ',- ,1�" �,,�, 6, ",1"',I ' ' ." 11 "�",I I I .., 1 1,��,�'11" ,_ _� - " ' .1' I- I"",� "I ',,_.�`�,,,`, ," " " ,�, ,�. ',�,.��,�1',.,� �I I I . .. . , " . . .� � , , '. ,/ I , I ,I �. ,I"�,"'"""",��,,,�,,�,�,"I�,,�,,�,�', ,�"".,'.�",11 ""I �,�',,�, ,/'I"'',��,'.,�,,, �� � '�. :��, , ',,� �,,`�,_""�.�', 111'�, , , ,,� ,,�� .7 7� 7', ,,:,"�,':,�,:,,,:".,�,,��., ", �, ,,, ,:,:::,
� , ,
- �_ ���:.�,,�':��",'�:��",'L""',�,��""', "�",� "I "I .�, ,� , ," , , ���, -� ,� I � �* I'- " , . �, , " -, , . , . 11 , , I , �
, ,�01' ..'�, , I ,., , , ,� , , , , � , I � 'L , , " � , " , , , , � � ,�' I I �/:�:�,��:��,,� , �, ",
-�W',-i�,'*,. I �, " ', � , � , �� , ,:�:", ;',,,�:�,,:��, � -,� _,�I . � , , , , � / , I , , ' ' �, , I � , " "'' , " , � , ,� ,., , , �', ."�.I I, I� / �� �� ,, , , , I , '. , � - .% " � " , : �� "I -, �', ,� " ", � � , _ _ ., Z , .
.1,11,�-" , , , , , , , , , ' ' , � " I � - � "� "I ,','�',"" /.. " �, ", ,11 " " .1.1 .1
�',I ,,��,,,,.;;.i":�.,�:�-,,�".., ,_ _ � -' r" ".* �'_"' ' '�' �. '__X�' �_' I' , , :,.L. '__�,�� , , , " �, , , , ", �� i -":, " , , , � 1.""�",� �,,:",�,�,� ,��"""�, .,�,:�,����-���,.�-1:� , , _ , � , �, " ,,, , , . �,� ,� , , ,.
< ,", .1'�,-�"-:"�--,.,,���'��,:�,-�,;�"",:�'�,,-�'�-",,,�",�,-��"�,:��,"�', .:�� �, , ��_7, " ,, � ` �� " ,:�� � , ,, " , , , , , :, , . ", ��� �, ,�, � ��, � , �� ,� ` _�", �, ', �', , , ', '. . , .
,:, - ' I ,� , , , I � I ,� , - , , � , � " . , , , , ,� , , , ,� �, , - I " , , � 77777 �, --
, ��11`1'�'1`11'�,,_, � , , , " " ., ,C. ,," I, ':.,,,`1 /' " i"�"'' - 1 �, �, . � , ,1 '. , , ,� �, I ,� ,� � " 1 , �,._'�_, ��-1�'�-":I , , , ., �,, , ." I I . , , , '* - , . � , " �, .1, , '. ,1 I . � � 7-F-,_1 ,
�, ,, 77 , , , . , ,-7,-,,,��,- ,-,;:;-5 � " " " , . . . A , _�` - , , � I . , r , , , , , � , " ,, , "
, � _�� � '. , ,-' ,-' ,�, , , , � , � , , . ,� , �, �,
, � � � . , , ,
NI" I" " 1, I ,.', , , , I - , , � , ,� , �� � � , , " � ", " �, ,=M=.,7 " I "
*�` ", `:��',, , I I � �:",":� ,�', , ` �"`, � � " � , � �, " " '' ,�, " I � . �,� , , 11 , ,�,� '� 11"-"�:��,,, , "�,,�', ,�, �, "I ,, ", ,�, ", � �.,. ,.� , � . �
, � I � �� ,� ,a � -
, , I � � , , , . , ,� ,� , ,
, �,,� "":�,L" , ., - - -1 �, -, ,� ,�,, - �� " � , ��
:��_" .11, -l", , �, "',"�, , �, , '�' , � � �
, , , , � ,
,
, , �` 1�" � � , - j��_, , � . . . I � � � , � ' - ,,,* .�-:,�,L��',""��, ,,,-��-�-,,-,,,-,�,,�--,"�,,,,,--�,,,,,�,,,,�`,-.,,,--�, ,,, ".7..7,,,, 7 ,
1� " . 'r �, ""'/. . �� �, � �,
� , , , �
,��� - , �-�-,��:t� I", , , � I I,.",,""" ,. ,� � �. _� , I ` -, , , " �� " , , , , "", I" I"� , , , I ,� I '. I � , ,� ,� ,�', "',",��,,,�-,� � , �', �, .� � �. " ,:"-,�,*�����,",-,"�,-,�,-���- , '. �,�
� , _�� � , I I 11 " " " �I .�, , � , , , �.�� , " , ,� I"I., .,�,�,1� z �i� " ,� " " �, , �, , . I � � ,'j"."", ��'' ,,,,,,���,,, . ,, ,, , " �,,"�,�,,�,." � , .. " " " ,�. �, �,' .," � �,,_,' , , "I , , , � I _,:_'�-,`:,__1_'--,
, , , , � , , � . . . I � , � , , , I , , , , , - � � � � , � �
, , `�I " " ,� " , , , " , � I I � �. " , _� ,� , ,, ", , " , " I � " �,, .� � �, � � �� �, e 7 _ 111! " , , , , , I 7 , I" "" ` �` , , " ., , . I . , , ., ,
, , .. � " , � ,� , , , , , _", , " �' � , 11
, , I I � � , � , . � " , ,
- , �
, , I , �', . _�� � , .,� , " , , , � , . " � .1
�, - -` " ",',., ", / -`."�� ,� , " " ", ��, �,�,.,�/.�,� � .1 .1 11 , , , ", "'��", ,.,."�,�"",/,Z�, '. "I ',.,�,," ", _,,.��,,,_ ,,� "', � . �., '1 �, � � " � I " � Z Z 1, �' "I , I � � , ,� I , , , , , ,� �1, ., �� , .. , I ,' I . ., " , " , �,� , � ,"", "'. � ,�� " ��, --��:,",
, ,
I � , ,� , �
, , , , , , , �
:E , :, I _ �, . � . , , � I . '�. , 1`:,`1",_-1-1_,_-`�"_11, 11" -, '. , I �I , .
� 11,17 11 I
_ ". � ' ' , ' ' , � ' "
, � -, � , � , � ,
,�,� / 771,� "'J,
_ _ ' ,
� � � � � 1� - " . . . �
, , , I , , -� , � , , " �
, .� ., .11 1� .11 ., " , ,,�, , ��,,, " , � , " .., '. _`
� ',� I .11 " " "" _,� ,�, , - _. , , - -,,.",,, �', ""_11� 11�_.","� " " �� ., �', , .",/ -, " -` , , - � , / � '' ", ��-- , - , ,, , ", ,� , , , � , , .� �,` 1��:�/::,- ��,�::,
- - - � � , , . _ _ - -, -, �� , � , � .1 '. �� " . , , , , , � , � , ,
..,,��_��r,,.,��,_� 747'77_',71� .� �, . ,� , � . - , � , - � � _,,��� �, L" N �., , , - , ". � I I" , I" , " ` , " , , �,,���,.,,�,,,,,,,"�:""�,�""",,�,.-"""�-,.-,�,:�� � � �1:
" , 1��'�,�7777,777-7,"7 ,� ,� I " .
,
, I
0 a�7���� � . ", , ,
, �
� �
" "11,:,`_`:,� -`, -1 ,"',, � , �7' 111":,_"!�t , ,
,� �� _111*�'111 ":,"",��,�,-�":,-�.-I'�'.1�ll'�".--,:�"-":,-,,.,����-�,'�,..,-"�:�,���/" � ,� ,. � . '. '.1 � I , � , , " , , ", I , , �� , , � ,
�_ , ,,�"'I, "'"I,."", ,�, , � �� ", ", "., .LL' i , , , ,., , , �� " ." , � ., , � , ,� " �,� 1 "I , �� "11::,11_,� ".1-1 1�""`, �:� ', � ,�, , , � � ,;��.' ":::
.,".!,, I I I , ��,.-::� �,�,� -1,,_"�, ,
,
�-�.,�-��,-��, ' . , : � , , , -1-01 � � � , , , X. _ I . . . � , , I , 6-, , ,�,,��' �:",,� :, � , �
::' , , �
i6 �� � - i.
� � ,". ", , ", ,�,,� :�
I � , , _,,,," ', � , _ ,� ""'!, , ��,- �,,� ,�� , i� .,:� :�::,�, , ,�� ., ,
2E I �� - - . �
, � ,- ,' ', " ��' , , ,,�,,, , " �'� -, - " �� �, " , " ,r �
S�11" � ��:�:��,::�,�,"�:�"-,:.�,����'-�,."�',-�,�",�,,,,�-.','�,��:.,�-,", ", _, _ I .11 , , .', _�', �, . . .
-
�� , , I � Y ,, � '. 77a,
� � � " , " -- _- �� L ,- - " � �,1- `_ � �:�L'��/` _'__':/_,
., , � `� -1 `
" _,,��,,,.,,,�'/",",, �� . " .-`,.�� ',, �"_,'� , � .�,,,-�-,,.��,�--",.,:""�-,,- , -- �,,� �,, , " ` ` � .1 , � ., � ,
' ' :, � " , , 1 4 ,� I ,I.
I , " ', " , :�,,,:�,:�, ,�, ,"-,� �,, __.11, .1 _1`1 � ,
" ,_1 ,�
,
- _ _ . , , ,� _ , �, " , ____', , ,,�i-,�,, , _ . � ' 'Ir"'."'."I'l , ��' � , �� , � , � �� , � ,
� - �� " 1 _ � ' . _ . . . �
, , � � I , ' ' � ' ' � _ _
. �"'�""�'��'�' "����"�'r'�'"'�L" , _1 _ � � y" " � , I " , , , " , , .,. ., ,� , I " I �1� �
- .1 " � , - y � � - y' "�� - , �,,
L , _ � i
PLANTING NOTES: XER. REF. 1.1 ' PLANTING LEGEND: XERISCAPE ASSESSMENT SYSTEM SUMMARY
. . REF. 1.2 SYMBOL
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CALL-OUT BOTANIC NAME COMMONNAME SIZE SPACING COMMENTS QTY LAANDSCAEERLkLY" MIRM BEEE
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND .-
I � I I
RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND ,�' I .1
SPECIFICATIONS. TREES
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT A T-1 Lagerstroem ia i.'Muskogee' Crape Myrtle 24"Box 20'o.c. Standard 15 1. Water conserving plants.(20) 20 L-6/1.1
REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 2. Turf limited to 25%.(20) 20 L-6/1.2
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, . , �
ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO 3. Plants grouped by watering need.(1 0) 10 L-6/1.3 1 1 1 1� �
COST TO THE CITY,ANY I : " . .
DAMAGE OF SAID UNDERGROUND FACILITIES. �
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE 0 T-2 Pinus canariensis Canary Island Pine 15 gallon 35'o.c. Standard 5 4. Hardscape(non-irrigated)surfaces.(10) 10 L-6/1.4 . � 1,
SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS 5. Permeable paving.(5) - .
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. .
i 1;: I 1!1:
6. Low-water turl'varieties.(5) - - 1:110,
''!
11 ;,CAPt
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO SHRUBS � V_i
urn �f
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE � 7. Mulch provided in non-ground cover areas.(5) 5 L-6/1.5 . 7
OF THE CITY PRIOR TO EXCAVATION. : (D S-1 Lantana hybrid'Lemon Swirl' Lemon Swirl Lantana 5 gallon 3'o.c. CO 6 * 49
1 307
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/011 REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS . 8. Soil amendments.(5) 5 L-6/1-6 41 1
0 1po T"
.
.-
BEYOND THE LIMIT OF WORK,THAT 15 A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- 0 3-2 Phormium tenax'Jack Spratt' NCN 5 gallon 2'o.c. 173 =1 T � I -_ -0, -
NT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS M \� a2o �,. -4 -,�
OTHERWISE APPROVED BY THE CITY. 0 S-3 Rhaphiolepis i.'Ballerina' NCN 5 gallon 3'o.c. 163 Total Points Claimed: 70 'S1 10
(Minimum Points Required: 60) ______
at
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT P.V,.2!1)
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. Date
P 1%
8. WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE IV I
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS OF CN
AND DETAILS HEREON,
------- ___ _____ 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. I
XER. REF 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND 6 I I I p wo, �,,�ll-�illi��,�l,�— 11,
. .
-�,6 QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED � I �:
:
SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. APPLIES TO ALL SHRUB BEDS. 1
4 CY.NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM 1
125 LBS GRO-POWER PLUS
—
__ -
:F. 1.5 -Fll. SHRUB BED AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND � DESCRIPTION OF REVISION DATE CITY
— INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING � APPROVED
OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITYS
APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY COARSE WOOD CHIP MULCH(DUE TO HIGH WIND AREA),
AVAILABLE FROM:
0 _X
M8 CITY OF RANCHO CUCAMONGA
j 0 ARTESIA SAWDUST .
,.� .
2a
W �_ 13434 ONTARIO AVE
co 0
< S v*T,1 M B O"'L L E 0 G`E N F D'k
M _E ONTARIO,CA 91761
� i� M" hr-%
6 a PHONE(909)947-59M - H .L E U 1,
C% ** FAX(909)9a7208 TREES SHRUBS P u 0 ir'" I "r ` B 0 ""r E VA R"'D MEDIA N -,
cn ."
_V I=
.9!
� � CALL-OUT CALL-OUT EAST SIDE OF CORNWALL AVENUE TO EAST AVENUE
Q 0
:a :a SYMBOL SYMBOL
.J .
id 6;
1= 'm
= = SIZE
A 'I I I
0
;�! Z,i (gal./box) QUANTITY QUANTITY
I- Underomround Service Alert
2 a 9 PLANTING PLAN
141 :�'!
ii �
co .�
ca
= - -dw
..f;; �� "PROVED BY.- DATE:e�>-ji-09
1�81 � rc-31 �
%ra Call: TOLL FREE �� I
� 12 11 CITY ENGINEE
i 9! � 11 P L A IN' C ff h`ON S S R E F E rhft E IN Is tC3#E S I'll,111�1�'lli'l,illi I 'I'�,�
0, (D
= co
'a = DESIGN
U, to � . I I . RECOMMEND
., ?� I ARCHITERRA DESIGN GROUP � I
'? '?
W ,q 1-800 LANDSCAPE ARCHITECTURE
.C-- .,-
W ?� FOR NOTES AND LEGENDS, SEE THIS SHEET JLP/DR SITE PLANNING ep _12_,
_
2! 2! DRAWN-- --_ - _____ I 10221-A TRADEMARK STREET ;:;;11��: --.----
114 .p FOR PLANTING DETAILS, SEE SHEET L-7 SCALE: 1"=20'
= ,_-
2 2 422-4133 RANCHO CUCAMONGA,CA 91730
.< < FOR PLANTING SPECIFICATIONS, SEE SHEET L-9 (909)484-2800 FAX' (909)484-2802
M M D L-6 o5 9
a- a. .....r.— � R. _ .A— � I 1, " �, � 11
�
`* C" FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 �
g
!] M TWO WORKING DAYS BEFORE YOU DIG MEN �� CHECKED RLA NO ! ::2834 DRAWING NO. :
g § I FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 I Iff IF� --I �
REE B:EA MINIMUM OF 5'-'"
G GAS LINES
L i T I� _--4�,,,
T" =
' 'O
T 0 EXIS IN r___�I
LR Fr)S T , 7 E
REFER To HEET 7'DE A A
0 T P C M T �
,
,
F R RE:ELA E N ,
r�,,,�F �
,
, ,
,
1 , ,
,, ' ' I
, �
�
, �
� � �
, �
,
— I I �
C12 Iliggg" - _____ 01 5 10 20 JRC/JLP TE n -5 402675-1
. - DATE 3/09 JOB NO. 0843 .
I
-
______________
__ � �"g ___-
'
PROJECT Sheet No. 1+ of 107
1 .
_________-, -, , � I I
R. NOTES:
1. REMOVE NURSERY STAKES AND
FILL CAVITY WITHIN ROOTBALL
STORM DRAIN! CATCH BASIN BCR 2. STAKES TO BE PLUMB AND
UNDERGROUND PARALLEL
_.
UTILITIES ST K EVA(ELfNG WIENDICULAR
A TO5' N
MIN,
SIDEWALK UTILITY FiARDSCAPI T (CONCRETE HEADER,
w CURB&GUTTER,SIDEWALK,ETC.)
W E 4"OF COMPACTED W CHIP
S.L. ��
• S BJP®� _ - _ ONE
PACING MULCH.
LAW LIMIT OF PLANTER AREA
METER 10' S' ,x -
FINISH SOL GRADE
TOP TIE TO BE PLACED AS _
MI
IN. LOW AS POSSIBLE ON THE 1 WIND TIGHTLY COMPACTED 3"BERM TO FORM
5' CURB AND GUTTER TRUNK
OF THEE TREEOW S BUT TOP OF STAKES BELOW _ DEPRESSED WATERING BASIN.
II' NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO
SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. 4"WOOD CHIP MULCH.
THE HEAD TO DROP. w EXTEND 2'ABOVE -
MAIN TRUNK FINISH GRADE PLLACED OR CHIP MULCH
TO SHOULD
R � t2}SETS OF CINCH TIES SPACED 24" - OVER THE ROOTBALL N
AP E
ART,CONVEX SIDE AGAINST TREE FINISH GRADE
SIDEWALK 9 Lu TRUNK.ATTACH WITH GALVANIZED
n z SCREWS TO&LODGE POLES.
FH �q® � 1 2P'DIA.LODGE POLE PINE STAKES
igggiq APPROACH S L ,gyp �y WITH WOOD PRESERVATIVE STAIN,
Sim DRIVE A MINIMUM OF 6"INTO 2
UNDISTURBED SOIL AND POSITION
40 DISTANCE EQUAL TO THE SHOVEL CUT EDGE COMPACTED
STAKES OUTSIDE ROOT BALL. DISTANCE EQUAL TO THE NATIVE SOIL
WIN,
ON CENTER SPACING ON CENTER SPACINGCURBAND 5 1(x i(Y ROOT BALL OF SPECIFIED SHRUBMIN. GUTTER MI MIN. OF SPECIFIED SHRUB
TOP OF ROOTBALL TO EXPEND 2"
UNDERGROUND TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. DISTANCE EQUAL TO THE ON CENTER
STRUCTURE eg, TO FORM WATERING BASIN FOR
TRANSFORMER VAULT, RESIDENTIAL AND GROUND COVER PLANT PITTO BE(2)TIMES THE PLANT PIT TO BE{2 TIMES THE SPACING OF SPECIFIED SHRUB,
INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE ROOT BALL NO WIDTH OF THE ROOT BALL UNLESS SPECIAL CASE AS DESCRIBED
OF PLANT PIT,BERMS IN TURF WOOD CHIP MULCH SHOULD BE IN NOTE 4.BELOW.
AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN NOTES.
NOTES: TO CITY ACCE;iROCKS
NOVER THE ROOT BALL
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BYTHE CITY ENGINEER.
NOTE: 1,PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL
2 ALL TREES IN THE R.O.W.ARE SUBJECT TO UNE 4F SIGHT 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND
GREATER THAN 3 PLANS:SEE LEGEND FOR SPACING REQUIREMENTS.3. MAfNTAEN 5 FEET FROM CENTER OF TREE TO EDGE OFALL UNDERGROUND DIAMEER, INTO EDGES AT GROUND COVER AREAS,
2 WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
FACILITIES.IN ADDITION MAINTAIN 5'FROM CENTER OF TREE TO ALL UTILITY ARBOR GUARD IN TURF UNDISTURBED NATIVE SOIL SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER
OWNED WATER$SEWER LATERAL LINES. AREAS AND FRONT YARDS. 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OFA WOODY PLANT OR
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE.
0 TREES4. SHALL NOT BE LOCATED H PROPERTY LINES.MAINTAIN APPDXIMATELY C�?OT BA4L NATIVE BACKFILL WITH w FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS.
o S FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY UNE. NO ROCKS GREATER Co NOTES'
3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES o
CD
5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE THAN 3"DIA. '� 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE o t
cv OF ROOT BALL,DO NOT CRACK ROOT BALL.
ENGINEERING DIVISION.
� 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY LEGEND ARE ESTIMATES ONLY, cv
N STANDARD PIANS. NATIVE SOIL UNDISTURBED ao 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS ,n
N ® SPECIFIED ABOVE,LENGTHEN THE SPACING PARA"EL TO c'
SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR.
Cs
CITY CALIFORNIA ! CALIFORNIA
II' APPROVED BY: N CALIFORNIA SSTANDARD PLAN APPROVED BY: CITY OF RANCHO CUCAMONGA CALIFORNIAi CALIFORNIA
WTREE PLACEMENT DOUBLE STANDARD PLAN APPROVED BY: CONTAINER I STANDARD PLAN � APPROVED BY: n Y
SHRUB AND GROUND COVER STANDARD PLAN APPROVED BY: STANDARD PLAN
1! p_ I INSTALLATION
w CITY ENGINEER DATE USE WITH STANDARD SPECFICATIONS FOR PUBLIC WORKS CONSTRUCTION T w uJ
W R.C.E. 24953 SHEET I OF I CRY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 24953 SHEET IOFI (jj CfTYENGWEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER
509
W R.C,E, 24953 SHEET 1 OF I w R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY E 4014FER DATE .USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 1 a R.C.E. 24953 SHEET 1 OF 1
TREE PL A CEMENT 0
AL
SCALE: N.T.S. REE PLA NETING RUB PLANTIING %j MUB SmrvA INU MmULCHLAYER
N.T.S. CALE:
ww
z:
cc w
10 CC cn Uj
E 0 cc
�.
1
�J I LL I '
Fes-
I
-�
t
MEDIANI
4
a a d
FOOTHILL BLVD ' MEE=
' FOOTHILL BLVD
61-811
91.011 1611
2011 11811 q 1111 1�l TREE GRATE 1ILL LV - V PAVERS
ILL LV I BANDINGBOLLARD
WIDTH VARIES--- 1 - "
BANDING131-011 AND CABLE
SECTION 'A-A' FOOTH"ILL Bw"UmLEVARD MEDIANSCALE: 1/4"=l'-011 S E C T 10 N '13- F 0**0 T Offin"I L L B Co w You"L E V1 A rro 1 Lr M E[0)1 A N
NOTES: A
PIPES
1. REMOVE NURSERY STAKES AND
FILL CAVITY WITHIN ROOTBALL,
2. STAKES TO BE PLUMB AND A TREE TRUNK
PARALLEL.
3. STAKE TREE PERPENDICULA
TO PREVAILING WIND. TRUNK
4. GRATED TREE WELL
REQUIRES SPECIAL %-j
APP E TE. FINISH E 2" BELOW TOP
PERMISSION FOR USE. N OF W
EXISTINGALK
HARDSCAPE
CAP
PRESSURECOMPENSATING
W E BUBBLERS ON 1l2" DIA. SCH. urn
�G 0 NIPPLES. ON E �/ IIs
4IL
BUBBLERS SHALL BE LOCA (0
TOP TIE TO BE PLACED AS S ya�o AALLOWT INNER R VISUAL ANBD TO LOW
C1
S POSSIBLE ON THE CE CESS. C.2
TRUNKTOALLOW FOR WIND TOP OF STAKES BELOW
HEADOFTREEWHERE i nau�s
FLEXING OF THE TREE,BUT ..�...
NOT O LOW AS TO LOSE SPECIES GROWTH HABIT PERMITS. ,31--10
SUPPORT OR ALLOW W �,.
THE HEAD TO DROP. ¢ TREE TRUNK
o _
(2)SETS OF CINCH TIES SPACED 24" t Date_.__ ., .•._ 1,
APART,CONVEX SIDE AGAINST TREE P
TRUNK.ATTACH WITH GALVANIZED ` I
SCREWS TO 6 LODGE POLES. SCH. 40 PVC LATE
RAL
12°MAX. 2"DIA.LODGE POLE PINE STAKES IRRIGATION UNE ROOT
BALL C
WITH WOOD PRESERVATIVE STAIN,
No DRIVE A MINIMUM OF 6"INTO --
UNDISTURBED SOIL AND PRIOR TO
PLANTING OF TREE
APPROVED TREE GRATE NAME BACKFILL WITIH NO
ROCKS GREATER THAN 3®
TOP OF ROOTBALL TO EXTEND 2" DIAMETER.
FINISH GRADE 4"BELOW ABOVE FINISH GRADE,
TOP OF WALK
PLANT PIT TO BE THE WIDTH OF NATIVE SOIL UNDREED
THE TREE GRATE AREA.
DESCRIPTION OF REVISION DATE
"PROVED
6"DIA.PERFORATED
PIPE PER TREE BUBBLER NO
SUMP STD.545(ALTERNATE 1. REMOVE NURSERY STAKES
ROOT BALL TO STD.NO 544} CITY OF RANCHO CUCAMONGA
. TREE MUST BE VALVED SEPARATELY FROM GROUNDCOVER AND TURF.
NATIVE BACKFILL WITH 3. USE5 EE BUBB SUMP" WHEN IL CONDITIONS
NO ROCKS GREATER REQUIREDEEP WATERING.
THAN 3"DEA.
NATIVE SOIL UNDISTURBEDFOOTHILL' L"lu" U'LEVARD MEDIAN
0
C41
10 EAST SIDE OF CORNWALL AVENUE TO EAST AVENUE
C4
CITYOF RANCHO CUCAMONGA, CALIFORNIAa
' DOUBLE CITY OF RANCHO APPROVED BY: STAKED04
I STANDARD PLAN h RY, GRATED TREE WELL IRRIGATION p CALIFORNIA
STANDARD PLAN
-- GRATED TREE L 504w
CRY ENGINEER L544 PLANTING DETAILS
DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 24953 SHEET 1 OF I wCITY
� � DATE ST PIS� Pid C ET 1!1F 1
14 I
1CITY ENGINEER RCE 0
53672
DOUBLE STAKED
1JEaJ1ViV . RECO
CAPE ARCHITECTURE
Gow"' RATED TREE WEILL I R R I Gw`AT 10%N11—JLP/ LANDSCAPE
PLANNING
DRAWN NH TRADEMARK STREET SHEEr
SCALE* L N.T.S. SCALE: NOT USED of
CHECKED RLA No, 2834
D WING NO.
JRC/JLP DATE 06/17/09 joB No. 0843-5
I ;
I
- �,I.......1,1111.
.
SPRINKLER IRRIGATION SPECIFICATIONS 4. The chart is to be a reduced drawing of the actual installed System. 8. All fittings shall bear the manufacturer's name or trademark, material M. Valve Boxes: I � I � I� r. �
- However, in the event the controller sequence is not legible when the designation, size, applicable I.P.S. schedule and NSF seal of approval. C. Trenching and Backfill Under Paving: 6. Furnish necessary force pump and all other test equipment. I
drawing is reduced, it shall be enlarged to a size that will be readable
I when reduced. 1- Use I 0"x I 0"round box for all gate valves. Carson Industries . 7. When the irrigation system is completed, perform a coverage test in the
1.01 DESCRIPTION C. PVC Non-Pressure Lateral Line Piping: 1. Trenches located under areas where paving, asphaltic concrete, or presence of the City of Rancho Cucamonga to determine if the water
#91 0-1 0 with violet/lavender bolt-down cover or approved equal. concrete will be installed, shall be b Idilled with sand (a layer four(4) coverage for planting areas is complete and adequate. Furnish all
5. The chart shall be a black line or blue line ozalid print and a different 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with Extension sleeve shall be PVC with minimum size of six(6)inches. inches below the pipe and six (6)inacches above the pipe)and materials and perform all work required to correct any inadequacies of
A. Scope of Work: Provide all labor, materials,transportation, and services color shall be used to indicate the area of coverage for each station. solvent-weld joints when installed in planting areas. compacted in layers to 95%compaction, using manual or mechanical coverage due to deviations from the Drawings, or where the system has
necessary to furnish and install the Irrigation System as shown on the 2. Use 14"x 21"x 12"rectangular box for all remote control valves. Carson
Drawings and described herein. tamping devices. Trenches for piping shall be compacted to equal the been willfully installed as indicated on the Drawings when it is obviously
Industries# 1220-12 with violet/lavender bolt-down cover or approved compaction of the existin adjacent undisturbed soil and shall be left in inadequate, without bringing this to the attention of the City of Rancho
6. When completed and approved,the chart shall be hermetically sealed 2. Non-pressure lateral line piping installed under paved areas shall be equal. 9
B. Standards: All work and materials shall comply with governing codes, between two pieces of plastic, each piece being a minimum 20 mils. PVC Schedule 40 with solvent welded joints. a firm unyielding condition. All trenches shall be left flush with the Cucamonga. This test shall be accomplished before any ground cover
adjoining grade. The Contractor shall set in place, cap and pressure is planted.
safety orders, standards, and regulations, and meet the minimum 7. These charts shall be completed and approved prior to the final field 3. Pipe shall be made from NSF approved,Type 1, Grade 11 PVC 3. Use 1 0"x I 0"round box for all quick coupling valves. Carson Industries test all piping under paving prior to the paving work.
requirements of the Standard Specifications For Public Works observation of the irrigation system. #91 0-1 0 with violet/lavender bolt-down cover or approved equal.
Construction(Green Book)latest edition. compound conforming to ASTM resin specification D 1 784. All pipe 2. Generally, piping under existing walks is done by jacking, boring, or 8. Upon completion of each phase of work,the entire system shall be
D. Operation and Maintenance Manuals: must meet requirements set forth in Federal Specification PS-22-70 N. Sprinkler Heads: tested and adjusted to meet site requirements.
1.02 QUALITY ASSURANCE&REQUIREMENTS with an appropriate standard dimension ratio. hydraulic driving, but where any cutting or breaking of sidewalks and/or I
' concrete is necessary, it shall be done and replaced by the Contractor 3.07 MAINTENANCE
1. All sprinkler heads shall be of the same size,type, and deliver the same as a
A. Permits and Fees: The Contractor shall obtain and pay for any and all 1. Prepare and deliver to the City of Rancho Cucamonga within ten 4. All PVC pipe must be colored purple, pantone 512 or 522. rate of precipitation with the diameter(or radius)of throw, pressure, and part of the Contract cost. Permission to cut or break sidewalks
permits and all observations as required. calendar days prior to completion of construction,two hard-cover, and/or concrete shall be obtained from the City of Rancho Cucamonga. A. The entire irrigation system shall be under full automatic operation for a
discharge as shown on the Drawings and/or specified in these special No hydraulic driving will be permitted under concrete paving.
three ring binders containing the following information: 5. Except as noted in paragraphs 1,2, and 3 of this section (2.01 B), all provisions. period of seven(7)days prior to any planting.
requirements for non-pressure lateral line pipe and fittings shall be the I
B. Manufacturer's Directions: Manufacturer's directions and detailed a. Index sheet which states Contractor's name, address, and same as for solvent-weld pressure main line pipe and fittings as set 2. Spray heads shall have a screw adjustment. 3. Refer to City Standard 120"Trench Repair"when within City streets B. The City of Rancho Cucamonga reserves the right to waive or shorten the
drawings shall be followed in all cases where the manufacturers of articles telephone number, and which lists each installed equipment and forth in section 2.01 B of the Specifications. susceptible to traffic loads. operation period.
used in this Contract furnish directions covering points not shown in the material item including names and addresses of manufactures
Drawings and Specifications. local representatives. D. Brass Pipe and Fittings: 3. Riser units shall be fabricated in accordance with the details shown on D. Assemblies: 3.08 CLEAN-UP
b. Catalog and parts sheets on every material and equipment item I the drawings.
C. Ordinances and Regulations: All local, municipal and state laws, and rules installed under this Contract. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
and regulations governing or relating to any portion of this work are hereby c. Guarantee statement. 1. Where indicated on the Drawings, use red brass screwed pipe 4. Riser nipples for all sprinkler heads shall be the same size as the riser diagrammatic. Install lines(and various assemblies)in such a manner shall be removed from the site, all walks and paving shall be bloom
incorporated into and made a part of these Specifications, and their d. Complete operating and maintenance instructions on all major conforming to Federal Specification#WW-P-351. opening in the sprinkler body. as to conform to the details in the Drawings. ed or washed
'
provisions shall be carried out by the Contractor. Anything contained in equipment. down, and any damage sustained on the work of others shall be repaired to its
these Specifications shall not be construed to conflict with any of the 2. Fittings shall be red brass conforming to Federal Specification 5. All sprinkler heads of the same type shall be the same manufacturer. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with original condition.
above rules, regulations, or requirements of the same. However, when 2. In addition to the above mentioned maintenance manuals, provide the #WW-P-460. its own outlet.
these Specifications and Drawings call for or describe materials, City's maintenance personnel with instructions for major equipment E. Copper Pipe and Fittings: 0. Sleeving: 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
workmanship,or construction of a better quality, higher standard, or larger and show evidence in writing to the City of Rancho Cucamonga at the 3. Install all assemblies specified herein in accordance with respective A. The Contractor shall operate each system in its entirety for the City of
l. Sleeving under hardscape or paved areas for mainline, lateral lines or detail. In absence of detail drawings or Specifications pertaining to Rancho Cucamonga at time of final observation. Any items deemed not
size than is required by the above rules and regulations,the provisions of conclusion of the project that this service has been rendered. 1. Pipe: Type K, hard tempered, covered with Christy's purple control wiring shall be Schedule 40 P.V.C.or approved equal. specific items requi
these Specifications and Drawings shall take precedence. E. Equipment to be Furnished: polyethylene wrap. red to complete work, perform such work in acceptable by the City of Rancho Cucamonga shall be reworked to the I I
D. Explanation of Drawings: P. Vandal Resistant Controller Enclosure: accordance with best standard practice with prior approval of City of complete satisfaction of the City of Rancho Cucamonga.
1. Supply as a part of this contract the following tools: 2. Fittings: wrought copper, solder joint type. Rancho Cucamonga. B. The Contractor shall show evidence to the City of Rancho Cucamonga that
the City has received all accessories, charts, record drawings, and
1. Due to the Scale of the Drawings, it is not possible to indicate all 1. Controller enclosure shall be of size and type shown on the Irrigation 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust, and equipment as required before final site observation can occur,
offsets,fitting,sleeves, etc., which may be required. The Contractor a. Two(2)sets of special tools required for 3. Joints shall be soldered with silver solder, 45%silver, 15%copper, Drawings and Irrigation Detail sheet. moisture before installation. Installation and solvent welding methods
shall carefully investigate the structural and finished conditions removing,disassembling and adjusting each type of 16%zinc,24%cadmium, solid at 11250 F, and liquid at 11450 F. 2. A backboard shall be secured to the controller enclosure housing to shall be as recommended by the pipe and fitting manufacturer. 3.10 SITE OBSERVATION SCHEDULE
affecting all of his work and plan his work accordingly,furnished such sprinkler and valve supplied on this project. F. Gate Valves-
fittings, etc., as may be required to meet such conditions. Drawings b. Two(2)four-foot valve keys for operation of gate provide a base for mounting the automatic sprinkler controller and 5. On PVC to metal connections,the Contractor shall work the metal A. The Contractor shall be responsible for notifying the City of Rancho
are generally diagrammatic and indicative of the work to be installed. valves. 1. Ball Valves(1-"and smaller) � terminal strip. connections first. Teflon tape or approved equal, shall be used on all Cucamonga in advance for the following observation meetings, according to
The work shall be installed in such a manner as to avoid conflicts c. Two(2) keys for each automatic controller. threaded PVC to PVC, and on all threaded PVC to metal joints. Light the time indicated.-
between the irrigation system, planting and architectural features. d. One(1)quick coupler key and matching hose a. Ball valves shall be a 125 lb SWP bronze valve with threaded 3. A 1 1 7 volt duplex box shall be provided with an On/Off switch, and a I 1 7 wrench pressure is al.1 that is required. Where threaded PVC
. volt receptacle. Metal conduit shall run from the I 1 7 volt supply to the connections are required, use threaded PVC adapters into which the
2. All work called for on the Drawin s by notes or details such be swivel for every five(5)or fraction thereof of each type of ends and shall be equipped with a stainless steel handle. controller housing. All power within the housin shall be properly pipe may be solvent welded. 1. Pre-Job Conference-7 days
9 quick coupling valve installed. 9
furnished and installed whether or not specifically mentioned in the b. Ball valves shall be Nibco T-585-70-66 or approved equal. phased.
specifications. c. All Ball valves shall be installed'per detail. I E. Line Clearance: 2. Pressure supply line installation-24 hours
2. The above mentioned equipment shall be turned over to the City at d. Install a non-potable water warning tag,Christy's purple Model 4. A terminal strip shall be provided, clearly indicating the proper points of
the conclusion of th ect. Before final observation can occur, No. ID-MAX-P2-RC009. 3. Lateral line and sprinkler installation-24 hours
evidence that the C s connection of all appropriate wiring(station valves, master valve,
3. The Contractor shall not willfully install the irrigation system as shown iptyphroaj received material must be shown to the 1. All lines shall have a minimum clearance of six(6)inches from each
on the Drawings when it is obvious in the field that obstructions,grade City of Rancho Cucamonga. 2. Resilient Wedge Gate Valve(2"and larger) common, central control). other and twelve(I 2)inches from lines of other trades, with the
differences, or discrepancies in area dimensions exist that might not Q. Miscellaneous Irrigation Equipment: exception of the control wire sleeve(s)which shall be installed adjacent 4. Automatic controller installation-24 hours
have been considered in engineering. Such obstructions or 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING a. Resilient Wedge Gate valves shall be epoxy coated and equipped to pressure supply line. Parallel lines shall not be installed directly over
differences should be brought to the attention of the City of Rancho with a 2"operating nut. 1. Refer to the Irrigation Plans for sizes and types of I miscellaneous one another. 5. Control wire installation-24 hours
Cucamonga. In the event this notification is not performed,the A. Handling of PVC pipe and fittings: The Contractor is cautioned to b. Resilient Wedge Gate valves shall be No. 403 RT-RW as irrigation equipment. � 1 6. Pressure,supply line and lateral line testin -48 hours
Contractor shall assume full responsibility for any revision necessary. exercise care in handling, loading, unloading, and storing PVC pipe and supplied by Wafts or approved equal. F. Automatic Controller Assembly: I . 9 11 � "I
1.03 SUBMITTALS fittings. All PVC pipe shall be transported in a vehicle which allows the c. All Resilient Wedge Gate valves shall be installed per detail. 2. All miscellaneous irrigation equipment shall be as specified or approved 7. Coverage test-48 hours
length of pipe to lie flat so as not to subject it to under bending or a d. Install a non-potable water warning tag, Christy's purple Model equal. Install as per manufacturer's instructions. Remote control valves shall be
A. Material list: I concentrated external load at any point. Any section of pipe that has been No. ID-MAX-P2-RC009. connected to controller in numerical sequence as shown on the Drawings. 8. Final observation-7 days
dented or damaged will be discarded, and if installed,shall be replaced
1. The Contractor shall furnish the articles, equipment, materials, or with new piping. G. Quick Coupling Valves: PABT_3_-_EXELU1MN G. High Voltage Wiring for Automatic Controller: B. When observations have been conducted other than the City of Rancho
processes specified by name in the Drawings and Specifications. No 1.05 SUBSTITUTIONS 3.01 OBSERVATION OF SITE CONDITIONS 1. 120 volt power connection to the automatic controller shall be provided Cucamonga, show evidence in writing of when and by whom these
substitution will be allowed without prior written approval by the City of 1. Quick coupling valves shall have a brass,two-piece body designed for observations were made.
Rancho Cucamonga. A. If the Contractor wishes to substitute any equipment or materials for the working pressure of 150 P.S.I. A. All scaled dimensions are approximate. The Contractor shall check and by the Contractor.
I verify all size dimensions and receive approval from the City of Rancho 2. All electrical work shall conform to local codes, ordinances, and union contractor shall not call for a site visit without"As-Built"record drawings,
equipment or materials listed on the Drawings and Specifications, he may 2. Quick coupling valve shall be operable with a quick coupler key. Key Cucamonga prior to proceeding with work under this Section. authorities having jurisdiction. C. No site observations will commence without"As-Built"record drawings. The
2. Complete material list shall be submitted prior to performing any work. do so by providing the following information to the City of Rancho size and type shall be as shown on the
Material list shall include the manufacturer, model number, and Cucamonga for approval: without completing previously noted corrections, or without preparing the
description of all materials and equipment to be used. Although Drawings. B. Exercise extreme care in excavating and working near existing utilities. The H. Remote Control Valves: system for said visit.
Contractor shall be responsible for damages to utilities which are caused by
11
manufacturer and other information may be different,the following is a I. Provide a statement indicating the reason for making the substitution. 3. Quick coupling valve shall have a locking purple cap. his operations or neglect. Check existing utilities drawings for existing utility �
guide to proper submittal format: Use a separate sheet of paper for each item to be submitted. locations. 1. Install where shown on the Drawings. Where grouped together, allow
No-Dnwiption Manufadurer Madal-No- H. Backflow Prevention Units: at least twelve(1 2)inches between adjacent valve boxes. Install each
2. Provide descriptive catalog literature, performance charts and flow C. Coordinate installation of sprinkler materials including pipe, so there shall be remote control valve in a separate valve box. .
1 Backflow Preventer Febco 825-Y-BV charts for each item to be substituted. 1. Backflow prevention unit shall be of size and type indicated on the no interference with utilities or other construction or difficulty in planting 1. Flushing of System:
irrigation drawings. Install backflow prevention units in accordance trees, shrubs, and ground covers.
2 Automatic Controller Calsense ET20OOe-24-LR-RR 3. Provide the amount of cost savings if the substituted item is approved. with the Drawings.
3 Master Valve Superior 3100 RCV .
4 Etc. 1. After all new sprinkler pipe lines and risers are in place and connected,
D. The Contractor shall carefully check all grades to satisfy himself that he may all necessary diversion work has been completed, and prior to
Etc. Etc. B. The City of Rancho Cucamonga shall have the sole responsibility in 2. Wye strainers at backflow prevention units shall have a bronzed safely proceed before starting work on the irrigation system. installation of sprinkler heads,the control valves shall be opened and I
accepting or rejecting any submittal item as an approved equal to the screwed boy with 60 mesh Monel screen and shall be similar to Bailey
Irrigation submittal must be specific and complete. All items must be equipment and materials listed on the Drawings and Specifications. #10013 or approved equal. full head of water used to flush out the system.
listed and should include solvent, primer, wire, connectors, valve, 3.02 PREPARATION
boxes, etc. No copies of manufacturer's literature(catalog cuts)are 1.06 GUARANTEE 2. Sprinkler heads shall be installed only after flushing of the system has
required as submittal information. 3. All pressure main line piping between the point of connection and the A. Physical layout:
backflow preventer shall be installed as required by local code. The been accomplished to the complete satisfaction of the city of Rancho
A. The guarantee for the irrigation system shall be made in accordance with Contractor shall verify with the local governing body as to material Cucamonga.
3. E 'p.ment or materials installed or furnished without prior approval of the attached form. The General Conditions and Supplementary 1. Prior to installation, the Contractor shall size stake out all pressure
t�qEeULI;ity of Rancho Cucamonga may be rejected and the Contractor type and installation procedures prior to start of construction. Submit supply lines, routing and location of sprinkler heads. J. Sprinkler Heads: I
Conditions of these Specifications shall be filed with the City prior to shop drawing for approval.
may be required to remove such materials from the site at his own acceptance of the irrigation system.
expense. 1. Check Valves: 2. All layout shall be approved by the City of Rancho Cucamonga prior to 1. Install the sprinkler heads as designated on the Drawings. Sprinkler
B. A copy of the Guarantee form shall be included in the operations and installation. heads to be installed in this work shall be equivalent in all respects to
4. Approval of any item, alternative or substitute indicates only that the maintenance manual. 1. Swing check valves 2"and smaller shall be 200 pound W.O.G. bronze those itemized.
product or products apparently meet the requirements of the Drawings B. Water Supply:
and Specifications on the basis of the information or samples construction with replaceable composition, neoprene, or rubber disc
C. The guarantee form shall be re-typed onto the Contractor's letterhead and and shall meet or exceed Federal Specification WW-V-51 D, Class A, 1. The irrigation system shall be connected to water supply point(s)of Drawings. In no case shall the spacing exceed the maximum
submitted. shall contain the following information: TypeIV. 2. Spacing of heads shall not exceed the maximum indicated on the
5. Manufacturer's warranties shall not relieve the Contractor of his GUARANTEE FOR IRRIGATION SYSTEM connection as indicated on the Drawings. recommended by the manufacturer. I I
liability under the guarantee. Such warranties shall only supplement 2. Anti-drain valves shall be of heavy duty virgin PVC construction with 2. Connections shall be made at the approximate location(s)shown on the
the guarantee. F.I.P.thread inlet and outlet. Internal parts shall be stainless steel Drawings. The Contractor is responsible for minor changes caused by 3.04 TEMPORARY REPAIRS
We hereby guarantee that the irrigation system we have furnished and installed is and neoprene.,Anti-drain valve shall be field adjustable against actual site conditions.
B. RECORD DRAWINGS: !ree from defects in materials and workmanship, and the work has been completed drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to The City reserves the right to make temporary repairs as necessary to keep the
in accordance with the Drawings and Specifications,ordinary wear and tear, the Valcon "ADW or approved equal. C. Electrical Supply: - sprinkler system equipment in operating condition. The exercise of this right by the
unusual abuse, or neglect excepted. We agree to repair or replace any defects in City shall not relieve the Contractor of his responsibilities under the terms of the
1. The Contractor shall provide and keep up-to-date a complete record material or workmanship which may develop during the period of one year from J. Control Wiring: guarantee as herein specified.
.
set of blue line ozalid prints which shall be corrected daily, showing date.of acceptance and also to repair or replace any damage resulting from the 1. Electrical connections for any and all automatic controllers shall be
every change from the original Drawings and Specifications and the repairing or replacing of such defects at no additional costs to the City. We shall 1. Except as noted otherwise, connections between the automatic made to electrical point(s)of connection as indicated on the Drawings. 3.05 EXISTING TREES
exact installed locations,sizes, and kinds of equipment. Prints for this make such repairs or replacements within a reasonable time, as determined by the controllers and the remote control valves shall be made with direct 2. Connections shall be made at the approximate location(s)shown on the Where it is necessary to excavate adjacent to existing trees, the Contractor shall
purpose may be obtained from the City of Rancho Cucamonga at City, after receipt of written notice. In the event of our failure to make such repairs burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. The Contractor is responsible for minor changes cause by use all possible care to avoid injury to trees and tree roots. Excavation in areas
cost. This set of drawings shall be kept on the site and shall be used or replacements within a reasonable time after receipt of written notice from the control wire conduit within structure shall be made with AWG-TW solid actual site conditions.
only as a record set.
I
City, we authorize the City to proceed to have said repairs or replacements made copper wire. Pilot wires shall be a different color wire for each where two(2)inch and larger roots occur shall be done by hand. All roots two(2) 'Ie�,�_ 1'4_�, ,
" ,
inches and larger in diameter, except directly in the path of pipe or conduit, shall be 1_1�5, ,
at our expense and we will pay the costs and charges therefore upon demand. automatic controller. Common wires shall be white with a different 3.03 INSTALLATION �--,` �410SCA ",,- .
2. The Contractor shall make neat and legible notations on the record tunneled under and shall be heavily wrapped with burlap to prevent scarring or ,,���;,,;;�_',�11 , 11
9 color stripe for each automatic controller. Install in accordance with ,,;�,` I - I ",
drawing pro ress sheets daily as the work proceeds, showing the PROJECT- 1 - 44,
I exces., �/ i%.% pjt:. ., �
work as actually installed. For example,should a piece of equipment valve manufacturer's specifications and wire chart. In no case shall A. Trenching: 3ive drying. Where a ditching machine is run close to trees having roots "', �,<Z) I # 11
,
,I/, V �
wire size be less than#14. smaller than two(2)inches in diameter,the wall of the trench adjacent to the tree I 11 �.,:� , i ^. Yl-' '
/ ,�_ 1,,
be installed in a location that does not match the plan,the Contractor LOCATION- Y,�� -
must indicate that equipment has been relocated in a graphic manner shall be hand trimmed, making clean cuts through. Roots one(1)inch and larger in ,,�'�� , 0
, i
1. Dig trenches straight and support pipe continuously on bottom of trench. diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent . ;I � , J 0
so as to match the original symbols as indicated in the irrigation SIGNED, 2. Wiring shall occupy the same trench and shall be installed Lay pipe to an even grade. Trenching excavation shall follow layout : "I,,,
� I 11- I 1:
�� _J I
ot , i i 10,U- -V� ,
� �' � """
" "
along the same route as pressure supply or lateral lines indicated on the Drawings and as noted. possible,the side of the trench adjacent to the tree shall be kept shaded with burlap � ,, . - IFO �
legend. The relocated equipment and dimensions will then be wherever possible. to tree should be closed within twenty-four(24)hours;and where this is n
transferred to the original record drawing plan at the proper time. ADDRESSED- or canvas. ,� `7 1 ..-Mw� t'k �
2. Provide for a minimum of twenty-four(24)inches cover for all irrigation 41�_% ,,�L;---,:�_,,-Z,13= �,� ,
I 1%�� V ow- 0 1,�v 1
3. Where more than one(1)wire is placed in a trench,the lines installed under paving or hardscaping. l I .,,�,
3. Before the date of the final observation, the Contractor shall transfer PHONE DATE OF ACCEPTANCE wiring shall be taped together at intervals of fifteen (1 5)feet. 3.06 FIELD QUALITY CONTROL 'A .S, � , I "', r, ,
all information from the"record drawing"prints to a sepia Mylar or 1'� CtL3 1`,#!��,',,, 1�`11`,
, 7`�-- ,
", .. . ;1
� g 7Z��4 !"o,,�,,
I
, �r- .11 I,,�
, 64 ,
�1_ , ""kX-,� ,
similar Mylar material. Arrangements shall be made through the city PART2_-_PJ10DA1= 3. Provide for a minimum of twenty-four(24)inches cover for all pressure A. Adjustment of the System: ,I , � ,�,",
,,
, (I ,!� 1"�
�
for obtaining said sepia Mylar or similar Mylar material. All work shall 4. An expansion curl shall be provided within three(3)feet supply lines of three(3)inches or larger in diameter. , , ,"
_�',I I �" I -, .11
-
_ -
,
be in waterproof India ink and applied to the Mylar by a technical pen 2.01 MATERIALS of each wire connection. Expansion curl shall be of 1. The Contractor shall flush and adjust all sprinkler heads for optimum ., �1�..,"
made expressly for use on Mylar material. Such pen shall be similar sufficient length at each splice connection at each remote 4. Provide for a minimum of eighteen (18)inches cover for all pressure performance and to prevent overspray onto walks, roadways, and �'ll,��'ll'"'I�ill'i, w - _ ---
control valve, so that in case of repair, the valve bonnet supply lines of two and one half(2-")inches or smaller buildings as much as possible.
to those manufactured by Rapidograph, Kueffel&Esser, or Faber A. General: Use only new materials of brands and types noted on drawings, may be brought to the surface without disconnecting the
Castell. The dimensions shall be made as to be easily readable even specified herein, or approved equals. control wires. Control wires shall be laid loosely in trench . - ______
on the final controller chart(see Section C). The original Mylar"record without stress or stretching wire conductors. 5. Provide for a minimum of twelve(12)inches for all non-pressure lines. 2. lf it is determined that adjustments in the irrigation equipment will I
drawing"plan shall be submitted to the City of Rancho Cucamonga for B. PVC Pressure Main Line Pipe and Fittings: provide proper and more adequate coverage,the Contractor shall make
approval prior to the completion of the controller chart. 5. All splices shall be made with SGotch-Lok#3576 6. Provide for a minimum cover of eighteen(18)inches for all control wiring. such adjustments prior to planting. Adjustments may also include I I'�'llilill�ll....g.... -____
1. Pressure main line piping for sizes 2"and larger shall be PVC Class Connector Sealing Packs, Rainbird Snap-Tile wire changes in nozzle sizes and degrees of are as required.
0) 4. The Contractor shall dimension from two(2) permanent points of 315. 7. Refer to City Standard 120"Trench Repair"when within City streets
8 reference,such as building corners,sidewalk edges, road connectors, or approved equal. Make only one splice
W with each connector sealing pack. susceptible to traffic loads. 3. Lowering raised sprinkler heads by the Contractor shall be �
;Z intersections, etc.,the location of the following items: ,
0 2. Class 315 pipe shall be made from an NSF approved Type 1, Grade accomplished within ten(10)days after notification by the City. NY
I- CIT x
It B. Backfilling: DESCRIPTION OF REVISION DATTEE
S2 1, PVC compound conforming to ASTM resin specification D1784. 6. Field splices between the automatic controller and remote
Cr a. Connection to existing water lines. -- APPROVED
co 4. All sprinkler heads shall be set perpendicular to finished grades unless
M b. Connection to existing electrical power. All pipe must meet requirements as set forth in Federal Specification control valves will not be allowed without prior approval of 1. The trenches shall not be backfilled until all required tests are otherwise desi nated on the Drawin s.
11
i6 C. Gate valves. PS-22-70, with an appropriate standard dimension(S.D.R.) the City of Rancho Cucamonga. 9 9
9 (Solvent-weld Pipe). performed. Trenches shall be carefully backfilled with the excavated ITY OF RANCHO CUCAMONGA
"� d. Routing of sprinkler pressure lines(dimension max. aterials approved for backfilling, consisting of earth, loam, sandy clay, 5. Rain Bird EFB-CP-NP-HAN-PRS-D valves will be set per
9 m
tm 1 00'along routing). K. Automatic Controller: sand, or other approved materials,free from large clods of earth or
.S; 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC manufacturer's specification so that each lateral operates at design
"d e. Sprinkler control valves. stones. Backfill shall be mechanically compacted in landscaped areas pressure.
9 Schedule 40 with solvent welded joints. 1. Automatic controller(s)shall be of size and type shown on
bi f. Routing of control wiring and locations of all splice
M to a dry density equal to adjacent undisturbed soil in planting areas.
.9! boxes. the Drawings.
"
& g. Quick coupling valves. Backfill will conform to adjacent grades without dips, sunken areas, B. Testing of Irrigation System: Ir T W A
4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade I "THLO" B '*" "O' E VA R'"D MEDIAN
2 h. Stub-outs for future connections. PVC compound conforming to ASTM resin specification D1 785. All 2. Final location of automatic controller(s)shall be approved humps or other surface irregularities. F 0 0' Lim-, " U It,
4i
, i. Other related equipment as directed by the pipe must meet requirements as set forth in Federal Specification by the City of Rancho Cucamonga. 1. The Contractor shall request the presence of the City of Rancho _�
I
-i PS-21-70. 2. A fir�e granular material backfill will be initially placed on all lines. No EAST SIDE OF CORNWALL AVENUE TO EAST AVENUE ,
19 City of Rancho Cucamonga. � Cucamonga in writing at least 48 hours in advance of testing.
0 foreign matter larger than one-half(-) inch in size will be permitted in the
i�! 3. Unless otherwise noted on the Drawings,the 120 volt initial backfill.
0 5. PVC solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved 2. Test all pressure lines under hydrostatic pressure of 150 pounds per
Q� � electrical power to each automatic controller location is to square inch and prove watertight. ---__- ��....I....'11"fl.
5. On or before the date of the final field observation,the Contractor shall conforming to ASTM test procedure D2466. be furnished by others. The final electrical hook-up shall �
S deliver the corrected and completed sepias to the City of Rancho
T 3. Flooding of trenches will be permitted only with approval of the City of
4�; be the responsibility of the Contractor. Rancho Cucamonga. IARMGATION SPECIFICATIONS
Cucamonga. Delivery of the sepias will not relieve the Contractor of 6. Solvent cement and primer for PVC solvent-weld pipe and fittings Note: Testing of pressure main lines shall occur prior to installation of the I jai 111,111111-,_----_-----------. �"11,1'"',I,�ll��'.1
.8- the responsibility of furnishing required information that may be shall be of type and installation methods prescribed by the L. Remote Control Valves: remote control valves. __ -
C6
.G omitted from the prints. APPROVED BY:
2 manufacturer. 4. If settlement occurs and subsequent adjustments in pipe, valves,sprinkler DATE- eb-%t-cn
W *
a
W heads, lawn, planting, or other construction are necessary, the Contractor � 3. All piping under paved areas shall be tested under hydrostatic pressure CITY ENGINEE
r�� C. Controller Charts: 1. All remote control valves shall be the same size and type , RCE No. 53672
'? 7. All PVC pipe must be colored purple, pantone 512 or 522, and bear the shown on the Drawings. shall make all required adjustments without cost to the City. of 150 pounds per square inch and proven watertight prior to paving. MM,.� 5:-_�"�� ���
.2 following markings: DESIGN EMENEEMEMENEEN RECOMMENDED
?� 1. As-builts drawings shall be approved by the City of Rancho
V 4. Sustain pressure in lines for not less than six(6)hours. If leaks ARCHITERRA DESIGN GROUP ,on
;@ Cucamonga before controller charts are prepared. 2. All remote control valves shall have a manual flow LANDSCAPE ARCHITECTURE
J__ a. Manufacturer's name JLP/DR J/a
a I adjustment. develop, replace joints and repeat test until entire system is proven -_ -
< 2. Provide one controller chart for each controller sequence. b. Nominal pipe size watertight. SITE PLANNING --
c. Schedule or class -DRAW-N 10221-A TRADEMARK STREET SHEEr'
d. Pressure rating in P.S.I. 3. Provide and install one control valve box for each remote RANCHO CUCAMONGA,CA 91730 r% I
M 3. The chart shall show the area controlled by the automatic controller control valve. 5. All hydrostatic tests shall be made only in the presence of the General (909)484-2800 FAX- (909)484-2802
a_ e. NSF(National Sanitation Foundation)approval DR L-
!9 and shall be the maximum size which the controller door will allow. Contractor and the City of Rancho Cucamonga. No pipe shall be - _____ ?J OF- 9-
0) f. Date of extrusion 4. Install a non-potable water warning tag,Christy's purple backfilled until it has been observed,tested, and approved in writing. CHECKED RLA NO.-2834 DRAWING 70. I
I I.........mosomm� I'l ENNIN, I gill"I"I'lEgME � '.1111,11111"''11111111 11 I __- ___ Model No. ID-MAX-P2-RC009. -/_ I
__ __
- __ -
______ -----I--- ''Illi'llill,�ll JRC/JLP . DATE -06/17/09_ JOB NO. 0843-5 229
1
MEMNON= � 111:111 Ig-- _____ ____ --- ____
�
-11 11 -1 I ''I'll- I I I ' ll 11 I'll- 11 I I I 'll 11 I - "I'll", 11 I'll 11 I I " I' ll, I PROJECT Sheet No. 1<0 f 11
CONCRETE SPECIFICATIONS PLANTING SPECIFICATIONS
5.05 Coordination.*
PABIA-GENEBAL PABI I -Gf.NFJ3& 3.01 Scope of Work: EABT 8
1.01 Description A. Do not have plants delivered to the job site until site conditions are ready for 8.01 General:
1.01 Scope of Work: planting. If planting is delayed, keep plant roots moist and place in a sheltered
A. Provide all materials and equipment, and perform all work necessary for and location protected from the sun,wind and other damaging elements. Upon completion of installation, a maintenance period of a minimum of 180 days for all
incidental to the soil preparation and finish grading of all planting and lawn landscaped areas is required prior to final acceptance of the work bu the City. The
For concrete information refer to the Standard Specifications for Public Works Contractor shall provide all materials, labor and equipment incidental to and necessary areas as shown on plans, as reasonably implied, or as delineated in the B. Soil preparation and fine grading shall be completed and trees and shrubs Commencement date for the maintenance period shall commence pon written
Construction(Green Book., Edition per the City of Rancho Cucamonga). Refer to for completing all work, as indicated on the drawings, as reasonably implied, or as specifications.
Sections 4, 201, 303, and 400, as well as any other sections related to the delineated in the Specifications as follows. installed prior to bedding plants and ground cover planting. approval for all phases of planting installation by the City Public Works Inspector.
installation, per and post installation of concrete work, materials, labor, and B. Furnishing, placement and grading,of topsoil for backfilling of planters if 5.06 Installation: Maintenance period shall be adequate to verify plant characteristics and establishment.
clean-up. The Standard Specifications for Public Works Construction is available 1.02 Standards:
from- required.
A. Two inspections shall be made that affect the establishment period: ThaJkst
All work and materials shall comply with governing codes, safety orders, standards, C. Cleaning and finish grading of planters areas and planting areas. Plant ground cover and bedding plants in moist soil and space as indicated on plans. after all plantings have been completely installed in order to approve the
BI Building News and regulations, and meet the minimum requirements of the Standard Specifications beginning of the establishment period, and the-sReond at the end of the
3055 Overland Avenue For Public Works Construction (Green Book)latest edition. Each plant shall be planted with its proportionate amount of soil so as to minimize root establishment period. If plantings are not acceptable at the end of the 180 day
Los Angeles, CA 90034 3.02 Topsoil: disturbance. Soil moisture shall be such that soil does not crumble when removineriod,due to defective maintenance,then continue establishment until all work
(310)202-7775 1.03 Quality Assurance: plants from container. 9 p
1.02 Scope A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. meets with the Specifications and can be approved.
Regrade planter areas I after planting,to restore smooth finish grade and to insure proper B. At termination of establishment period all plant material shall be live, healthy,
A. All Contractors performing Site Development work must be licensed in B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall surface drainage. A 4' layer of mulch material shall be spread over the entire planter
accordance with the laws of the State of California. be sandy textured. Silt plus day content of this soil shall be no greater than undamaged, and free of infestation. Inferior plantings shall be replaced and
Furnish and install all concrete work complete as indicated on the drawings or as area after grade is established. Watering shall begin immediately after mulching. brought to a satisfactory condition before final acceptance of work will be made,
specified, including, but not limited to the following: B. Contractor shall provide the Landscape Architect and the City with a list of 15%by weight. The boron content of this soil shall be no greater than 1 part (Grading shall accommodate the mulch) All areas shall be neatly raked and free of weeds.
per million as measured on the saturation extract. The sodium absorption ratio
A. Furnish and set all reinforcing steel, bolts, and anchors. Subcontractors and Material Suppliers expected to be employed during the (S R)shall not exceed 3.0 milliohms per centimeter at 25 C. In order to 5.07 Protection:
course of construction. ensure conformance, samples of the imported soil shall be submitted to an
agronomic soils testing laboratory, approved by the project Landscape Erect temporary fencing or barriers to protect planted areas from damage prior to final
B. Install all its required by other trades which are to be cast into concrete. C. Contractor shall obtain and keep in force Public Liability and Property Architect for analysis prior to use. Result of testing to be delivered to Citfor acceptance.
Damage Insurance, during entire course of the Construction Contract. The approval. Soil test to include analysis and recommendations. y
C. Concrete mow strips, footings for walls,fencing, posts, benches, etc., amount of insurance shall be determined by City.
where applicable. D. Prior to start of site development work,the Contractor shall notify the 3.03 Soil Amendments: PART_&_-AkEED_ABAIEMENI
1.03 Protection Landscape Architect and City to give starting and completion dates. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils 6.01 Scope of Work:
All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Contractor shall also supply the Landscape Architect and City with the name report furnished by the Contractor Provide all material, equipment, and labor necessary to perform all work as indicated on
Barricade shall be placed immediately after concrete finishing. Contractor shall and telephone number of the person in charge of the work. plans, as reasonably implied, and as delineated in the specifications.
furnish, place and remove all of his own barricades. Contractor shall be 1.04 Responsibilities and Coordination 3.04 Soil Preparation:
responsible for any damage to new construction and replacement or repair of the 6.02 Quality Assurance:
work shall be made without added cost to the Ci . All work on irrigation system shall be complete and inspected for recommended
A. Permits: The Contractor shall obtain and pay for all permits and inspections approval and,fine grading completed, prior to rototilling and prior to soil amendment A. The Applicator of all weed control materials shall be licensed by the State of
1.04 Clean-up required by governing authorities for the work to be performed. work.
California as a Post Control Operator and a Pest Control Advisor in addition to
B. Existing Conditions: The Contractor shall verify all conditions and dimensions After rough grades have been established, prepare all lawn and planting areas by tilling any subcontractor licenses that are required.
Upon completion of all concrete work and before final acceptance,the Contractor shown on the plans at the site prior to commencement of any work under this or cross ripping to a depth of 12". All rock and debris more than 2"in diameter shall be B. All materials and methods must conform to Federal, State, and Local
shall remove all tools, surplus materials, apparatus, debris, etc.from the site and contract. The Contractor shall verify the location and depth of all underground removed from the site, except for areas that are to be sodded, in which all rock and Regulations.
the site shall be left in a clean, neat condition acceptable to the City, utilities prior to start of work. debris more than 1"in diameter shall be removed.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Apply, spread, and rototill in all soil amendments as recommended to a depth of 6". 6.03 Submittal:
for all temporary utilities such as water, electrical power and as as required Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4"to Prior to the installation of any weed control materials, the Landscape Contractor shall
by him for the construction of the project. Temporary services shall be 6"the following for each 1,000 square feet of planting area: submit to the Landscape Architect/City a list of the weed control materials and quantities
coordinated with the City and other contractors on the job site. per acre intended for use in controlling the weed types prevalent and expected on the
4 cubic yards of nitrolized Redwood or Fir shaving or equal. site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the
D. Survey, Reference Points, and Elevations: The Contractor is responsible for 200 lbs. of Gro-Power or approved equal. Landscape Contractor and Landscape Architect and City data to demonstrate the
establishing all surveys, reference points and elevations required by him, and compatibility of the weed control materials and methods with the intended planting and
shown on plans for proper execution of site construction. The above soil conditioning are minimal qualities only and should be used only for seed varieties present
bidding purpose, because soil conditions may change drastically from the time these
E. Traffic: The Contractor is responsible for all temporary traffic barriers and specifications were developed to the time the actual soil conditioning take place. 6.04 Responsibility and Coordination:
detours required by him for the construction of the project. All temporary Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every
traffic barriers and detours shall conform to all conditions required by the City 25,000 square feet of planted area. These soil tests shall be conducted by an approved A. Landscape Contractor is responsible for the erection of all signs and barriers
or governing authorities. Agronomic soils testing laboratory approved by the project Landscape Architect and required to prevent intrusion into the treated areas and to notify the public.
1.05 Defective and Unauthorized Work- City. Copies of the soil test to be provided during the Pre-construction job conference. B. No material or methods shall affect the landscape planting or hydrosee
rading: germination. d
All work which is determined by inspection to be defective in its construction or 3.05 Finish GNo material or method shall render the job site unusable for more
deficient in any of the requirements of the plans and specifications, shall be remedied After rototilling operations are complete,grade areas to establish finish grades for than 10 days from date of application.
or removed, and replaced by the Contractor at his own expense in a manner planting. All flow lines shall be maintained and proper tolerances shall be met after 6.05 Non-Selective Herbicides:
acceptable to the Landscape Architect and City. settlement at the end of the project maintenance period.
1.06 Inspections: Non-selective contact herbicide and/or non-selective systemic herbicides(as
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt recommended by the Pest Control Advisor)
The Contractor shall arrange for inspections by notifying the Landscape Architect, City grade change.
and governing authorities, 24 hours prior to time of inspection, unless otherwise noted. 3.06 Coordination: 6.06 Selective Herbicides:
Inspections shall be as listed below, but not necessarily in this order. Only the Selective pre-emergent herbicides compatible with seed mixtures(as recommended by
inspection pertaining to the project scope of work will apply: Weed abatement work shall be coordinated with the installation of the irrigation system the Pest Control Advisor)
Rough Grading. rototilling and soil amendment work, and planting. (See Weed Abatement section).
Drain Lines and Catch Basins. 1,1,��!i P��P1 111ii,1111 6.07 Weed Eradication:
Irrigation (main line pressure, coverage&system operations test). PARTA--'Lit, 1:11 1 11[,LSHRUffi If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the
Soil Preparation and Finish Grading. 4.01 Scope of Work: planting areas will require control prior to removal,spray these areas per Pest Control
Plant Material(delivery&placement). Advisor's recommendations.
Substantial Completion Inspection(at completion of landscape Provide all material, equipment, and labor necessary to install all trees and shrubs as
Finalrovements)-7 Days.Inspection (after maintenance period)-7 days. shown on plans, as reasonably implied and as delineated in the specifications. A. Prior to the installation of the irrigation system remove and clear all weeds and
4.02 Products deleterious materials from planting areas.
The contractor shall arrange a Preconstruction job conference with the Landscape A. Nomenclature-Plant names indicated on the drawings conform the"Standard Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1
Architect and City a minimum of seven (7)days prior to the beginning work. Plant Names"established by the American Joint Committee on Horticulture. -2"below the surface of the soil. Physically remove all weeds from the site.
1.07 Guaranties: Except for names covered therein, the established custom of the nursery is
followed. PART2--AANDSLAPE-MAINTENANCE.
A. Plant Materials: Al[trees, shrubs, ground cover;bedding plants and lawn B. Gonitlftkm-Plants shall be symmetrical,typical for variety and species, sound, 7.01 Scope of Work:
shall be guaranteed from date of final acceptance of landscape construction healthy, Vigorous,free from plant disease, insect pests, or their eggs, and shall
for periods as follows: have healthy, normal root systems,well-filling their container, buy not to the Provide all materials, labor and equipment necessary for, or incidental to, performing all
point of being root bound. Plants shall not be pruned at anytime, and in no maintenance requirements as reasonably implied or as delineated in the specifications
Trees 24"box&larger 1 year case shall trees be topped. including, but not limited to the following:
Trees 15 gal. &smaller 1 year
Shrubs All sizes 120 days C. Trees and shrubs shall be growing at a recognized nursery in accordance with Maintain all plants and planted areas.
Ground Cover 120 days good horticulture practices and shall be of the size and caliper normally Keep planted areas free of weeds and debris.
Bedding Plant 120 days associated with the container size specified on plans. Removal of all tags, Prune trees and shrubs.
Lawn(sod) 120 days labels, nursery stakes and ties from all plant material prohibited until the Fertilized all plants and planted areas.
Lawn(seed) 120 days from first mowing approval of the Landscape Architect or City. Irrigation.
Guarantees begin after the project acceptance by City and at the end of the D. All plant material delivered to the site showing signs of damage or disease or is Insecticide spraying.
180-day maintenance period. Landscape Contractor shall replace and plant insufficient in size to carry out the intent of the planting plan will not accepted 7.02 Fertilizers:
all materials which have died within the time span stated above, at no cost and will be replaced at Contractor's expense.
and within 5 days from receiving written notice from the Landscape Architect
placed and planted within the 5 day period, A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8
or City. If dead material is not re
E. Sizes-oLPIants-Shall be as stated on the Plan. Container stock(1-gallon, Gro-Power Controlled Release Nitrogen, as designated herein, or approved
City may replace dead material with new material and charge the Landscape 5-gallon, and 15-gallon)shall have been grown in containers for at least one(1) substitute as required by the Agronomic soils report. Available from Gro Power
Contractor for all expenses incurred,
Y but not over two(2)years. (909)393-3744.
B. Construction Materials: The contractor shall guarantee all workmanship and F. Si ibstit utions,-Substitutions for indicated plant material will be permitted B. Ammonium Sulfate: Granular for containing not less than 21%nitrogen and
materials for all site development,for a period of one year from date of final provided the substitute materials are approved in advance by the City, and are 24%sulfur and shall be registered as an agricultural miner, with the State
acceptance of project.
made at no additional cost to the City. Except for authorized variations, all Department of Agriculture in compliance with Article 2-"Fertilizer Materials,"
substitute plant materials shall conform to the requirements of these Section 1030 of the Agricultural Code.
1.08 Material and Labor Releases: specifications.
7.03 General:
Upon completion of the work,the Contractor shall present to the City, signed copies of G. -Approved-Plants not approved are to be removed from site
all labor and materials releases for all work performed under Site Development. immediately and replaced with suitable plants. The City reserves the right to Maintenance shall start immediately after landscape irrigation and planting.
reject entire lots of plants represented by defected samples. V\
1.09 Disposal and Clean-up: IV
Maintain all plants and planted areas on a continuous basis as they are installed during
H. Stake all trees, as per details immediately after planting to prevent wind the progress of the work, and continue to maintain them until final acceptance of total
Remove all waste materials(including excavated material classified as unacceptable damage.
soil material),trash and debris generated or encountered during the course of project. Replace any dead or dying plants as directed by the Landscape Architect and
landscape construction, and legally dispose of it. During the course of the work, I. Plant trees that are to be located in lawn or ground cover areas after finish City representative.
remove surplus materials from the site and leave premises in a neat and clean grades are first established and allow at least 7 calendar days prior to A. Irrigation: Operate irrigation system on an established program to maintain all
condition. Clean up and remove all remaining debris and surplus materials upon installation of said lawns or ground cover to provide for thorough watering of plants and planted areas in a healthy condition. Irrigation system run-off shall
completion of work, leaving the premises neat and clean. The site shall be cleaned trees. All planting holes shall be excavated as defined on appropriate details. be kept to a minimum. Damage to irrigation system resulting from maintenance
upon the request of the inspector. Amendments: and equipment and/or maintenance personnel,shall be restored to its original
4.03 Soil
PABI 2-EXE!Lff-[QN condition at no cost to the City. Failure of any part of the irrigation system shall
be brought to the attention of the City. No repairs other than emergency repairs
2.01 Protection: Soil amendments shall be as recommended in the Agronomic soils report shall be accomplished without written permission from the City.
Keep all plant material delivered to site in a healthy condition for planting. Plants shall 4.04 Trees Stakes: B. Weed Control: Keep all planted areas free of weeds and debris by cultivating CITY
not be allowed to dry out. are root stock shall be separated and heeled-in, in most Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for areas at intervals not to exceed 10 calendar days. DESCRIPTION OF REVISION DATE APPROVED
earth or other suitable material until planting. Balled and burls ed plants shall have further information.
root ball covered with moist sawdust,wood chips or other suitable material until The Contractor may elect to remove such concentrations of weeds manually or
planting. by an approved herbicide program. CITY OF RANCHO CUCAMONGA
2.02 Installation: 5.01 Scope of Work: C. Pest Control: Spray all plants and planted areas at beginning of maintenance
program and as may become necessary thereafter by an approved method of
pest control,to keep all plants and planted areas free of insects and disease.
Detailed layout of plants within the planting areas shall be performed by Contractor Provide all materials and equipment and perform all work necessary for and incidental Method shall be reviewed by the City prior to any applications. Pest Control
and approved by the Landscape Architect and City prior to planting. to installing all ground cover and bedding plants, as shown on plans, as reasonably shall include Gopher-control. PvuTHILL BOULEVARD MEDIAN
Soil excavated from planting holes shall be amended to backfill around trees and implied, or delineated in the specifications. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at EAST SIDE OF CORNWALL AVENUE TO EAST AVENUE
shrubs using the following mixture: 5.02 Bedding Plants: start of maintenance program and continue to prune plants as directed or as
Native, On-Site Soil with rock no greater than 3"in diameter Perennials and Annuals: Provide healthy container grown plants from a recognized may become necessary until the end of the maintenance program.
Gro Power Plus, 5-3-1 15 lbs/cy nursery, and of the species and variety shown on plans. Remove trash weekly. Edge ground cover to keep in bounds and trim top
Iron Sulfate 2 lbs/cy 5.03 Ground Cover: growth as necessary to achieve and overall even appearance. Exterminate CONCZWTE AND PLa4NTING SPECIFICATIONS
(To be used for bidding purposes only, verify with Agronomic Soils Test.) Ground Cover: Provide ground cover of the species shown on plans. Ground cover gophers and moles;repair damage. "PROVED BY
After ckfilling, construct a 3"earthen berm to for watering basin around each plant, shall be established and well rooted in flats or similar containers. CITY ENGINEE RCE No. 53672
to allow thorough water-in and establishment. Rill
5.04 Mulch: DESIGN CO DED
Prior to installation of turf and ground cover, remove water basins from around trees ARCHITERRA DESIGN GROUP
and shrubs. Berms in turf areas to be removed prior to City acceptance. Mulch: Shall be of compacted wood chip fiber. JL /DR LANDSCAPE ARCHITECTURE
SITE PLANNING
DRAWN 10221-A TRADEMARK STREET SHEET
RANCHO CUCAMONGA,CA 91730
TP'DR (909)484-2800 FAX: (909)484-2802
-DR L-9-OF
CHECKED RLA NO. 2834 DRAWING NO.
L
C/JLP FDATE
JRC/JLP 06/17/09 JOB NO. 0843-5
PROJECT Sheet No. of