HomeMy WebLinkAbout1948-L DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL PLANS KB HOME
801 CORPORATE CENTER DRIVE, SUITE 201
POMONA, CA 91768-2641
PHONE (909) 802-1100
TRACT 16454 BASELINE ROAD LMD FAX (909) 802-1111
CONTACT: JARY COCKROFT
STATION 10 +00 TO STATION 19 +50
LANDSCAPE MAINTENANCE DISTRICT NO .
VICINITY MAP GENERAL NOTES SHEET INDEX
_ L-1 TITLE SHEET
PROJECT SITE L-2 CONSTRUCTION PLAN
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 10. CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON L-3 CONSTRUCTION PLAN
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE PLANS.
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. LA CONSTRUCTION DETAILS
11. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE FOLLOWING CRITERIA:
.}}.r nr �'n1�filtSS,��. ti_•w a•:
'� ,. '"" •+►. a►s fa t CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
=, .�+� INS � r• ETI
NDA
12. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. L_5 IRRIGATION PLAN
y vsr•► L 1 NDA 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT
r" L
hu:j r t; a '1 f T h1"w CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR 13. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,SOIL
� ,� 4 :rel s 41STGP[A ■ PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND 1995 AMENDMENTS SHALL BE ADDED AS CALLED FOR IN THE SOIL L-6 IRRIGATION PLAN
t- •�c.. SUPPLEMENT. ANALYSIS, PREPARED BY SOIL AND PLANT LABORATORY, INC.
� ;' •,rc �br AVAILABLE FROM THE CITY.
C. ■ ; ' i'� __ 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR
WHO SHALL CARRY WORKMAN'S COMPENSATION PUBLIC 14. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND L-7 IRRIGATION DETAILS
I. R ti _ : A , r, LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED ACCEPTANCE BY THE ENGINEERING DIVISION.
'� . € ' BY LAW AND THE SPECIFICATIONS.
x ► sur t 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: L-8 PLANTING PLAN
,►� `, EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND
- ,� r" L' �� 't` • UNDERGROUND SERVICE ALERT AT 1-800-277-2600 TWO A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 L-9 PLANTING PLAN
WORKING DAYS PRIOR TO CONSTRUCTION. JAMES FREI
- - e e S. THE SOILS ANALYSIS PREPARED BY SOIL AND PLANT B. GENERAL TELEPHONE (800)43-50°° L-"10 PLANTING DETAILS
-- ••- LABORATORY, INC.AVAILABLE FROM THE CITY AND ALL
I RECOMMENDATIONS FROM SHALL SUPERSEDE SOILS C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 L-11 IRRIGATION SPECIFICATIONS
.� � _ � ' '�• '' AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
:` t !
D. CUCAMONGA COUNTY WATER DISTRICT (909)987 2591
Iwai s :W.L NWnl sit7. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT 9841 SAN BERNARDlNO ROAD
PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION RANCHO CUCAMONGA,CA 91730 L'12 PLANTING SPECIFICATIONS
FROM THE INSPECTOR THAT ESTABLISHMENT IS
M. j . r ACCOMPLISHED, PERIOD OF 180 DAYS SHALL COMMENCE. SAID E. METROPOLITAN WATER DISTRICT (909)593-7474
€ MAINTENANCE PERIOD SHALL CONCLUDE ONLY AFTER
1 w VERIFICATION OF OVERALL PLANT HEALTH BY THE CITY F. COMCAST (909)390-4738
1"n• a
• INSPECTOR. MAINTENANCE SHALL INCLUDE MOWING, DUPONT ST.
- •• _ ... �"� • " WEEDING, IRRIGATION, PRUNING,RAISING TREE ROOT BALLS (PORTION OF RED HILL)
--" -- '• WHICH SETTLE BELOW GRADE, FERTILIZING,AND APPLYING ONTARIO,CA 91782
SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND
UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, G. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555
REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO 7951 REDWOOD AVE.
KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH FONTANA,CA 92336
PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE
/ ® OF THE WORK BY THE CITY.
8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED
' PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. 1
RECOMMENDATION.
9. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE
N.T.S. DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER
760-438-0525.
MAINTENANCE RESPONSIBILITY MAP CONSULTANTS
L A N D S C A P E CIVIL ENGINEER
ARCHITECTURE
SITE PLANNING MAOOLE & ASSOCIATES, INC.
LANDSCAPE QUANTITIES LANDSCAPE NOTES - 10221 -A Trademark Street 760-A ROCHESTER AVE
Rancho Cucamonga
Ontario, California CA 91730 91761
(909) 484-2800 Tel; (909) 937-9151
SHEETS:L-2,L 8,Lf10 SHEETS:L-S,L-7,L-11 SHEETS:L-4,L-8,L-12 BASE LINE ROAD jY, StZ 1. NO ROCKS LARGER THAN 1'WILL BE ALLOWED IN THE BACKFILL FOR
TREES �_ PLANTS AND IRRIGATION SYSTEM TRENCHING. ' Fax (909) 484-2802
MAGNOLIA GRANDIFLORA'SAMMUEL SOMMER' 6 15 GALLON PROTECTION AND TRAFFIC CONTROL MANUAL 2. TRAFFIC CONTROL$HALL BE IN BY THE CALIFORNIAVJOIN 'RK AREA Richard 834KruA e ie
J w _ PINUS CANARIENSIS 7 15 GALLON UTILITY TRAFFIC CONTROL COMMITTEE. N LieLie. ##2� AZ LIC. #29115
>a - - - - - - - - - .. - - - - .. - .. - T - - - .. - - - - - - - ,. - - - ■ 3. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ■
`--- -- -- _ - - -- - - --- - - - -- - - --------
__� QUERCUS GOGCINEA 2 24 BOX ARE FROM AVAILABLE RECORDS.THE CONTRACTOR SHALL BE RESPONSIBLE
a 1 •,..,Fw- BASE INE RD. FOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN
THE CONSTRUCTION OF THIS PROJECT AND SHALL BE
FOR ANY DAMAGE AS AMRESULT OF THE CONSTRUCTION OPERATIONSSIBLE
-� �O_A PP T� _ s — _ _ = `' — _ r _ _ N.
N.
TOTAL AREA 15,116 SQ.FT. 4. FOR INSPECTIONS OF THIS PROJECT,THE CONTRACTOR SHALL CONTACT
s- .. — y — L L !� .. — — — — .. 1 1 TOTAL ACRES .35 ACRES THE PUBLIC WORKS SECTION AT(909)477-2740,EXT.4075,MONDAY ( �(�r~�^�``•1
1 1 HARDSCAPE AREA INCL PORTION SIDEWALKl 5192 SQ.FT. THURSDAY,AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION
O
1 1 TOTAL SQ.FT PROPOSED SIDEWALK 4,333 SQ:FT. OPERATIONS.
1 1 TOTAL PLANTED AREA 5,641 SQ.FT. 5. DURING THE CONSTRUCTION OPERATIONS ETIWANDA AVENUE AND BASE LINE
ROAD MAY BE REDUCED TO ONE 12'MINIMUM LANE FOR THE NORTH BOUND
1 / (ETIWANDA)AND EAST BOUND(BASE LINE)TRAFFIC,BUT FOR ALL NON
WORKING TIMES,EVENINGS AND WEEKENDS,ALL TRAFFIC LANES SHALL BE
i OPEN TO TRAFFIC. DESCRIPTION O F REVISION
L N. i MEDIAN ISLAND QTY• SIZE 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND DATE APPROVED
TREES UTILITIESONSIBILITY
FOR THE REPA RSIREPLACEMENT PIPES AND AT NO COST TO THAND SHALL TAKE E
,FORESR DAMAGE RANCHO CUCAMO N
MAGNOLIA GRANDIFLORA'SAMMUEL SOMMER' 13 15 GALLON TO SAID UNDERGROUND UTILITIES,PIPES AND STRUCTURES. CITY O f
LIQUIDAMBAR STYRACIFLUA 13- 15 GALLON 7. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON
LANDSCAPE MAINTENANCE AREAS THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK,ALL DIS_ f T - 171
TOTAL AREA 15,$37 SQ.FT. CREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
MIO � BASE LINE ROAD L. M. D. E/O
TOTAL ACRES .36 ACRES S. ON THE DATE AND AT THE TIME OF THE SUBMITTALOF THE BIDDERS PRO-
AREA 5083 SQ.FT. POSAL,THE PRIME CONTRACTOR SHALL PROCESS ANY AND ALL CONTRACTOR
LICENSES,INFORM AND CLASS AS REQUIRED BY ANY AND ALL APPLICABLE >_4 ETIWANDA AVENUE
TOTAL PLANTED AREA 10,754 SQ.FT. LAWS WITH RESPECT TO ANY AND ALL OF THE WORK TO BE PERFORMED UNDER
THIS CONTRACT,INCLUDING BUT NOT LIMITED TO A CLASS'A'LICENSE [�
(GENERAL ENGINEERING CONTRACTOR)OR CLASS"C-27-LICENSE(SPECIALTY
CONTRACTOR-LANDSCAPING CONTRACTOR)SUFFICIENT TO COVER ALL THE H
WORK O BE PREFORMED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH
THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW(CALIFORNIA BUSINESS
AND PROFESSIONS CODE,SECTION 7000 ET.SEQ.)AND RULES AND REGULAT-
IONS ADOPTED PURSUANT THERETO. TITLE SHEET
9. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL BE COMPLETED IN APPROVED BY: DATE:`. J
ACCORDANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF
TRASPORTATION SPECIFICATIONS. SHOULD A CONFLICT ARISE BETWEEN THE �4 S CA
CONTRACT PLANS,SPECIFICATIONS AND)DR DETAILS PREPARED BY THE 4 CITY ENGINEER /( 00 �� R C E N o. 4953
PERMITTEE,THE STATE'S STANDARD SPECIFICATIONS SHALL GOVERN AS
DETERMINED BY THE STATE'S REPRESENTATIVE. �? �y.� DESIGN ARCHITERRA DESIGN GROUP RECWY
DED
/ v La LANDSCAPE ARCHITECTURE
DRAWN 10221-A TRADSITE EMARK STREET SHEET
♦ T' ;;a' # RANCHO CUCAMONGA,GA 91730 L,-
e�-
MPH (909)484-2800 FAX: (909)484-2802
N.T.S. s��l �`` CHECKED DRAWING NO.
F
OF cAt�� • JIM DATE 05-14-04 RLA NO. 2834 ' L
ARCHITERRA JOB No. 0240-5 SHEET •60 OF
■
■
■
■
■
■
1 ■
W ■
2 2 4 3 10 4 3 2
z I ■
w ■
4 ■
5 rx; W
q :n
C BCB A
CC
.-
.. .- ... .,. .. ,. '-. r... ,, -.. Y :. ]'4 .�5 �) Y`wQ' Yt .?ht i'\ r....,r 1
.
.
z O ..Ll 4_ W
1 -0" ■
Q 0 76'-6" V_0P W9'6' TYP W
■
LL TYP ■ W
O ■ W
BASE LINE ROAD ■ W
J ■
W � ■ W
12 4 2 3 10 1 2 4 11 2 13 3 1 10 11 2 3 ■ z
9' 1 ' TYP _
A �T �p c� _ `$ c? _ P.A. - C A
C B B C- P.A A _
v Ccq --'
A ' P.A. ,70, 0i,.,.- .. r ' -e�
m .�.-. • _ ' � � .. r;> .... , r....:,r.r•:.. "4`s-. fYx.Q r n..Q B A. CO _`_
. � •,.i _ .— �� �„_ ..., CSS
. �� � � ' - 4 . �? _ _ P.A. ;� � �' 4. r` ■
8 P.A. • r�8 ('ir Id t ■ . r . v CV c) C7 �o c. � • - ��� .a .� . C� „ �•
, .”4L P.A.
A z grr>
tt,,,, '], /V
.; , l' j.'.. '✓)..J•- :: W-2
_ '.�"'1 C�q . P.A `� A `� P.A. B , C, < _ C _ P.A. g _ _ _ A _ PA. A - �,�A. - �;'C g' ` - P.A. ■
r_,
�? B' C � B l P.A `�
' �.. P.A.
0'-0' 10'-3' 10'-0" 4�3M J 4'P 0'-0' 6�-3 J 10'-0' 10'-0' '-9' 0'-0 10'0' 10'-0' 8'-3' ■
TYP TYP TY
TYP 5 6 5 ~� 6 z 3 4 2 5 2 wQ 6 3
w
P. .. I �9 P.A t-- w � LU
LL
w
w w U_ ¢ ¢ °C
Ir
2
12'-0' 9'-6'
3 3
CONSTRUCTION NOTES CONSTRUCTION LEGEND
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVOUSJ CITY SIDEWALK(CITY STANDARD NO. 103&114). REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN SEE CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. REFER TO DETAILS A&B,SHEET L-5.
DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO
A FAILURE TO GIVE SUCH NOTIFICATION. O COBBLE PAVING(CITY STANDARD DETAIL NO. 542), SEE DETAILS C,D&E,SHEET L-5.
2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. O 6"CONCRETE HEADER PER DETAILS B&D(CITY STANDARD DETAIL NO. 534&542), SEE DETAILS C& F,SHEET L-5.
STAKING FOR LOCATION OF WALLS SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.
O LANDSCAPE BOULDER AVAILALBLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY,
3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. (CITY STANDARD DETAIL NO. 542), PER DETAILS C&G,SHEET L-5. SEE CONSTRUCTION PLAN FOR
SIZE AND PLACEMENT.
■ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, A. 36"
PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO B. 24"
■ ■ DAMAGE AND REPLACEMENT OF SAID UTILITIES. C 18"
■
■ ■ 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. 5O PERIMETER WALL PER SEPARATE SUBMITTAL. REFER TO LANDSCAPE INTERIOR TYPICAL LOT PLANS.
■ ■ REFER TO IRRIGATION PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL
■ SLEEVE LOCATION INFORMATION. 0 S-0'WIDE COBBLE STONE FINISH ACCENT PILASTER PER SEPARATE SUBMITTAL.
REFER TO LANDSCAPE INTERIOR TYPICAL LOT PLANS.
■ 4 10 4 2 4 3 11116 O CCOMPLISHCONTRACTOR �CONSTRUCT ON OPERATIONS ASLL BE RESPONSIBLE FOR ANY SHOWN. TION WITH OTHER SUBCONTRACTORS AS REQUIRED 7 1=6+E+0MIT.
■ ■ 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES 0 ACCESSIBILITY RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
I.. ■ ■ AND SHARP TRANSITIONS.
�>4}� � �� a F:�.:, 8. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE
O DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
C B C ' h � C PA q ■ WHERE APPLICABLE. ALL FORMS MUST 8E INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 10 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. �p SC q pF
B
`, �� P A GRADES AND/OR ELEVATION HE DESIGN ST LIGHT PER CIVIL ENGINEER'S TRE IMPROVEMENT PLANS.
..; g gam.:: . 9
, ;R . IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATEDG S,T 11 REST L G C G 'S S ET S
ELEVATION SHALL TAKE PRECEDENCE. C a o y
■ 12 EXISTING STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. �a 4Z
10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 0
O ■ 10'-0' 37'-3' to'-0' 9'-0" 9'-0' L 10'-0" 13 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. p
■ �4'-0' TYP TYP 4'_6 J 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3 a a _
Q BASE LINE ROAD 201 303 AND 400 14 SIGN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
■ (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, ,
■ M AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, s, ' %e �O� `Q
W i MATERIALS, LABOR, AND CLEAN-UP. ,4 ° °
W ■ J lF O F C ALY�O
(� 8'-0' 13'-3' 12'-9' 10'-0' 1914y
W ■ 2 10 1 TYP 9 11 2 8 ■ W= WALKWAY LAYOUT NOTE:
Z ■ Q CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS
■ = o _ _ AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR
N P.A_C, N c; ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S
U BLID A qy a; W STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD,
w CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740.
C? 4 . +8
d ,
cl c, W v ao • ..
B � CONTRACTORS SAFETY NOTE: EXISTING MEDIAN ISLAND BOULDER NOTE: DESCRIPTION OF REVISION
C _ P.A. CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND CONTRACTOR TO USE EXISTING BOULDERS ON MEDIAN PROVIDED IT DATE APPF0vED
P.A.= A _Y"rte ,:Y ' C _ _ PA A e J SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED. MATCHES THE CRITERIA OF PROPOSED BOULDER TYPE AND COLOR.
Q _ Y W CITY of RANCHO CUCAMONGA
CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE EXISTING BOULDERS TO BE USED AND LOCATION SUBJECT TO CITY
■ .�, H WARNING CONES, BARRICADES, SECURITY PERSONAL, ETC., AS REQUIRED. INSPECTORS APPROVAL.
■ 10'-0' i0'0" 6'-0" 6 ALIGN _ ECR E[
BASE LINE ROAD L. M. D. E/O
4 5 6 2 5 13 i ETIWANDA AVENUE
■ 3 P.A. SHEET KEY MAP
■ CONSTRUCTION PLAN
. 5 � 3 N.T.S. —_
Underground Service Alert —) Q ' -m- APPROVED BY: :���
4 e D
—
• ' PLAN CROSS REFERENCES - - - _4 A � � � BASE LINE RD `— — CITY ENGINEERAJ G RCE No. 4953
Call: TOLL FREE 3 -- - --- - P DED
�-� N, �. t , A ND TUBE
,. :., .�., r= .s- „, .x: s x. ,T DESIGN RCHITER DESIGN GROUP RE N
'- i3 LANDSCAPE ARCHITECTURE
FOR NOTES AND LEGENDS, SEE THIS SHEET JAF SITE PLANNING
i 10221-A TRADEMARK STREET
1 -800 FOR DETAILS, SEE SHEET L-5 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
FOR SPECIFICATIONS, SEE SHEET L-1 1 JLP (909)484-28W FAX: (909)4842802 L,-2
422-4133 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-5 SCALE: I" = 29 CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN SEE SHEET L-8 RwK DATE 05-14-04 RLA NO. 2834 I Y t>f$—L-
ARCHITERRA JOB No. 0240-5 SHEET ':51_OF
■ 4
■ 1'-9" �\\\\�\�\�\\� P.A.
4'R
■ 10
i
2 A .�*►\--mow-
P.A.
■ ��►
Mli 13
ORK
?J, LIMIT OF WORK3'
W-0" 1aYp 6
O
w BASE LINE ROAD
w w
w
J !
_ •
N.A.
Q �
■
i (j)
CONSTRUCTION LEGEND
1� CITY SIDEWALK(CITY STANDARD NO. 103& 114). REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
SEE CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. REFER TO DETAILS A& B,SHEET L-5.
O COBBLE PAVING(CITY STANDARD DETAIL NO. 542), SEE DETAILS C,D&E,SHEET L-5.
O 6"CONCRETE HEADER PER DETAILS B&D(CITY STANDARD DETAIL NO. 534&542), SEE DETAILS C&F,SHEET L-5.
O LANDSCAPE BOULDER AVAILALBLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY,
(CITY STANDARD DETAIL NO. 542), PER DETAILS C&G,SHEET L-5. SEE CONSTRUCTION PLAN FOR
SIZE AND PLACEMENT.
A. 36"
B. 24"
C. 18"
■ 5U PERIMETER WALL PER SEPARATE SUBMITTAL REFER TO LANDSCAPE INTERIOR TYPICAL LOT PLANS.
6� 3'-0"WIDE COBBLE STONE FINISH ACCENT PILASTER PER SEPARATE SUBMITTAL.
REFER TO LANDSCAPE INTERIOR TYPICAL LOT PLANS.
N • • 0 -OMIT '
■ ' 8U ACCESSIBILITY RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
WT-6' 10'-0" 147'-0" ■ 0 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
■ TYP ■
_ ■ LIMIT OF WORK ■ 10 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
LU
11 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
w - - P.A. - - - - - - w 12 EXISTING STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
w 13 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
w
> 14 SIGN PER CIVIL ENGINEER'S STREET IMPROVEMENT PIANS. 6C A pE
lkum q
z LIMIT OF WORK 4 2 ,� m
i Q WALKWAY LAYOUT NOTE: v w
BASE LINE ROAD w AS CLOSELYS POSSIBLE. S
CONTRACTORS BOE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR LLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS a
V w ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S
< U) STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, aw
�� CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740.
w qr
■ OF CAL
p,. z
LIMIT OF WORK
CONTRACTORS SAFETY NOTE:
\\\\\*,\\\t\\\\\�\\\ `►\\\\\\ \\.\\\\\\\\\\\\\ \\\\\\\\\\\\\�.\\\\\\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ �\�.\\\\ \\�.�\\\\\\\\\\\\\\\\\\\•.\\\\\\\\\\\�\\\�� =
8 CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .- _ _ _ _ _ _
, . -_-- DLRT. .._. . . . , _ _ . . _ „ _ . _ w_ .. ._ _. .._ _ _ . . _ —. . . .._ _ . ... . -DIRT _.. . . .. ,. _. . .. .._ w.. _..., __ . ... .. . ... . . . .:"� . _ � U SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.
J i! Q CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,
WARNING CONES, BARRICADES, SECURITY PERSONAL, ETC., AS REQUIRED.
01
0-1
LIMIT OF WORK 9 1 s ■
EXISTING MEDIAN ISLAND BOULDER NOTE:
■ ® ® . ® „ , ® ® —.-- a �- .. ® -m -- I■ CONTRACTOR TO USE EXISTING BOULDERS ON MEDIAN PROVIDED IT DESCRIPTION O F R E V I S ION GATE APPROVED
2 ■ MATCHES THE CRITERIA OF PROPOSED BOULDER TYPE AND COLOR.
G ,
EXISTING INSPECTOR'S UAPPROVAOLBE USED AND LOCATION SUBJECT TO CITY CITY of RANCHO CUCAMONGA
BASE LINE ROAD L. M.D. E/O
ETIWANDA AVENUE
SHEET KEY MAP �
N.T.S. CONSTRUCTION PLAN , - --
Underground Service Alert
-- APPROVED BY: DATE : r os
Call: TOLL FREE 3 BASE LINE RD RCE No.
CITY ENGINEER 24953
W DESIGN ARC DESIGN GROUP RE LADED
PLAN CROSS REFERENCES
JAF LANDSCAPE ARCHITECTURE
800 SITE PLANNING
o � 10221-A TRADEMARK STREET
4 FOR NOTES AND LEGENDS, SEE SHEET L-2 • DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
422-4133 FOR DETAILS, SEE SHEET L-4 JLP (909)484-2800 FAX: (909)484-2802 L„-;'3
�1 `;'3 FOR SPECIFICATIONS, SEE SHEET L-11 ,� ,
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 JSCALE. 1 - 20 CHECKED 2834 DRAWING NO.
FOR CORRESPONDING PLANTING PLAN SEE SHEET L-9 DATE 05-14-04 RLA NO. Iq4 a-L-
ARCHITERRA JOB No. 0240-5 SHEET 3;Z OF
. C-
COBBLESTONE 2%IN R.0-W. FLAT SIDE UP
kOWOBIBLESTONE
C MOW CURB CASES MORTAR TOOL MORTAR JOINTS SIDEWALK
RY STD.53/
�- t/2-1* TO ACCENT COBBLE OR CONCRETE
SCA _ HEADER
r
oibls 4SII)Er.Twa ` t� ~'
wY LA , MORTAR EVEN
W
I .\J _ .•f ICURB
ClRBUTT--.A I SzEwLR 31s-.0 G.c�rr ,o,- I ' If MIN. CURB •. :•..
'• -- ' :r::.{' ' r: '• ' '�'' = AND WALK
3P MINIMUM CONCRETE BED
A=ss RAMPUNDERNEATH COBBLESTONE
SCE SID.Dwo.
�• ; R= 600' MDI. 24' BOULDER
I \ LEGEND z (LOCATE PERPLAtQ EDGE OF COBBLE
3'MIN.SGiL DEPTH AT
Exr+ ,;T – ExpANSION JC;NT Riw SIDEWALKOfTGURB co66LEsroNE t 4 3 THE 2'WIDE DRAINAGE COURSE IS PROVIDED FOR BID PURPOSE ONLY. ACTUAL
i WPJ - WEAKENED PLANE JOINT
F W SCR - BELIN CURB RETJRN + END CONDITION INSTALLATION IN THE
ECR : END CURB RETURN FIELD SHALL ALLOW FOR NATURAL-APPEARING FLUCTUATIONS IN WIDTH, FROM 1-6"
SL SCORE;rOR[ LwE
OR AS DIRECTED BY THE CITY INSPECTOR.
S/w = SIDEWALx — -----.— 3t) 2°Io MIN.
MINIMUM WIDE TO 2- "WIDE,6
P - PARKWAY W!OTH CONCRETE BED
—
AADJ D''A IENSIONS —'—
S/w = 4• MINLWJM C/A PER STD. IOIC 2r e' 1 �� r J �—. 1 THE CENTERLINE ELEVATION OF THE DRAINAGE COURSE SWALE SHALL FLUCTUATE
= 5' MIN•AOACENT TO WALLS CASES - 1//
= w NTN.ADJACENT 70 CURBS -
+ — ��zN�tt. MDRTAREDSTONEswALE _ v :` J••W SO AS NOT TO APPEAR"CHUTE-LIKE"OR ENGINEERED.
P1 = 2-5• M.IMMLIM FOR CURVILINEAR CHLY I _�DEPTH
-
°' PZ - G,. M,,,,,D„ I HAND-PLACE COBBLE IN SETTLING BED WITH FLATTER SIDES UP TO FORM A
RAO p, t
UNIFORM SURFACE WITHIN THE DRAINAGE COURSE.
�2 P. + S/W 'vW COBBLESTONE CONCRETE CURB
4'CONCRETE BED W1#3 BAR
BENEATH COBBLE PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT AWAY
INE
NOTES: 2% – _ ( FROM DRAINAGE COURSE.
,AP:T_ 1. WEAKE IED PLANE JOINTS SHA-L BE USED FOR — -- •►►..° L SEE ABOVE DETAIL 2 S
j BE ALL JWNTS,ExCLPF EWA'ISION JOINTS SNN_L ►'• I s CURB ItGUT-MR FOR END CONDITION DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN 2/3 THE DIAMETER OF THE
PLACED IN CJRB.GUTTER AND SIDEWALK AT I-
THE BCR AND ECR,AND AROUND UT!J'Y POLES I • ( 2 MIN I4'MAX.RAD. -
LOCA-E3 IN SEVALK AREAS STONE FOR SIZES 4"-12', NO GREATER THAN 113 THE DIAMETER FOR SIZES LARGER
S. CURB AND CIR'TE#sliAtl B[GONSTRJA:TED I '> s�61 M. YARIEs I :- :•:• :�:• :.•:• :�:• :•: ; LEGEND: THAN 12"DIAMETER.
' SEPARATELY FROH SIDE WALK
BGR , WLAKENE3 PLVX JMWS WUL BE CONStRLICTED NOTES: 1. CONCRETE CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT RAM. COMPACT SUBGRADE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH AND TRUE
j AT REGULAR INTERVALS NOT UCEEDwG ID FEET 1. RADM FOR CUiM3 SIOEWNLK SHALL BE BETWEEN 600' AND 1000'. B PCC MOW CURB PER PA
AJI
" AND CURB JOINTS SHALL E AN.IGNED. I CITY STD.534 -•`• •: :•••-. '•: •'•. . - 2. CONCRETE BED UNDER COBBLES,3r THICK Mil. TO LiNE AND GRADE;TEST FOR REQUIRED COMPACTION PRIOR TO PLACING
4 t i 2. A� r�ADa SHALE BE STAGGERED.
♦ : .•i:':;::;.'� •':•;:c'i:•:�.:;�,,.• ROCKWORK-
3. SIDrEWALK EASEMENT REQUIRED FOR SIDEWALK THAT EXTENDS 9E"OND PROPERTY UNE. NOTES: 3 MIN.JY MAX.RAD. !' '• :•.=':•`• :• '' 3. WASHED GRANITE COBBLE,9'TO 12DIAMETER,FLATTEST SIDES FACING UP.
4. B:,S STOPS SHALL BE A MINIMUM OF 70' IN .ENGTH. SIDEWALK SHALL BE A 1 CONCRETE CLASS 5&D-25DD. ' - '' ' • SET COBBLES INTO CONCRETE BED IMMEDIATELY AFTER POURING CONCRETE IF CONTRACTOR AND/OR CONCRETE PRODUCER HAVE NO PRIOR EXPERIENCE WITH
CURB Iypj— 1WJ SI"4'"RL MINIMUM OF B' !% WIDTH ADJACENT TO CURB. 2. ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: sIDEWALK HARDSCAPE PORTLAND CEMENT CONCRETE PAVEMENT, CONTRACTOR SHALL RETAIN AN
S. SIDEWALK STALL BE S.0' AWAY F;OM CURB FACE EXCEPT AT CURB RETURNS A40 BUS STOPS. BOULDERS:MAX.T-V-MIN.2-tr 4. MORTAR JOINTS-WIDTH VARIES(1/4'TO V WIDE MAX.). EXPERIENCED CONSULTANT TO MONITOR PRODUCTION, HANDLING, AND PLACEMENT
% % COBBLESTONES:MAX.T2'-MIN.B'WITH ONE RAT SIDE JOIN AT RIGHT ANGLES(TiP.)
d. SIDEWALK JLYOUT Dn PLANS .S CONCEPTUAL O.VLY. APPROVAL of THE FINAL SIDEWALK LAYOUT 4 uULDERSSHALLHAVE
1,3 EMBEDMISHALLBE�BBLESSHALL
LED HCL HAVE21SS U ORMAR�IPAHTCEMENT s. COMPACTED SUBGRADE•coMPAcrro9D%. OPERATIONS AT CONTRACTOR'S EXPENSE.
SHALL BE MADE U4 THE FIELD AND ADJUSTED AS N:CESSARY TO MEET FIELD CONATIONS AS BETWEEN
currJl. y TO 2-12 PARTS SAND,2M PSI PORTLAND CEMENT CONCRETE.(NO'ORYPACM IS ALLOWED)
�? r#-�qENTvt> APPROVED BY THE P,;BLIC WORKS INSPECTOR AND PROJECT PLANNER PR'OR TO FINAL I S. ASAMPLE AREA,MIN.40SO.FT.,SHALL BEAPPROVED BYTHE CITY INSPECTOR,PRIOR TO
BY THE CITY INSPECTOR
ONrq:l'h1S S101 XI °�•' CONSTRUCTION. PROCEEDING WITH REMAIWNG ROCK WORK FINAL RESTING POSITION OF ALLEAP JT RAO, WFJ WrNXCROCKS TO BE APPROVED
rtcrss RAMPS SM STD.OWS.'at–A 6. ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS d EXCESSIVE IRON CONTENT.
m `+D• ows' IQs a 7. THE SIDEWALK ShAL1 BE IN THE NORVAL TX PLANE MEASJRED FROM TOP OF CUR3. 7. ALL COBBLESTONE AREAS SHALL HAVE B x If CONCRETE HEADER AS AN EDGE AT PLANTING.
UNLESS OTHERWISE NOTED ON PIANS I B. ROCKSCAPE SHOULD FOLLOW GRADE WiHERE SLOPES EXIST AND MAINTAIN A 2%MIN,AT ALL TIMES WITHIN THE R.O.W.
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
•�APPRaaa BY: v S'ANDARD Pm '.-APPROVE2 By'• STAN6ARS PLAY
SIDEWALK AND RAMP CURVILINEAR SIDEWALK o CITY OF RANCHO CUCAMONGA CALIFORNIA
�/�Nom./ LAYOUT AND JOINT DETAIL 103 ! v 114 APPROVED BY:
p .NEER 'W,7E US["RTO STANDARD SPECIfYCATIONS FOR PUBLIC WDW(i CONSSAlKT10N W CITY CR TE USE WriH SANWRD SPECHTCA�IOId rOR PUBLIC WORKS CONSTR'JCfIGN _ m RIVER WASHED GRANITE
STANDARD PUN
�Np �, T i I COBBLESTONES 542
V 2x353 SHEET t OF 2 =R.CE. 20AL- _ w
—� rn
7
CITY R.c.E.ENGINEER DATE USE WITH STANDARD SPEC"ATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
0 24953
SIDEWALK LAYOUT CURVILINEAR SIDEWALK COBBLE PAVING COBBLE PAVING AT MEDIAN NOSE COBBLESTONE NOTES
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
SCALE: N.T.S.
CONCRETE HEADER-1/2'RADIUS
®EXPOSED EDGES d FINISH PER PLAN
t•IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 112"RAD.
1 PLANT CROSSINGS)
B'OR e'
EE NOTE FINISH GRADE
IF
RE-BAR CONTINUOUS
(UNLESS OTHERWISE INSTRUCTED)
01
4 2 3
LEGEND:
1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 1/3 OF BOULDERS
DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE
NOTES: PAVWO. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT
t. PROVIDE SCORE JOINTS AT 10'-0'O.C.AND 3188 EXPANSION LOCATIONS PRIOR TO INSTALLATION.
JOINTS AT 211-Or O.C. 2. 1/2'POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS.
2. d WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND
GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CIViL
PRIVATELY MAINTAINED AREAS ENGINEERS PLANS FOR FINISH.
3.CONCRETE TO BE 526G2500 MIN.
° 4. 90%COMPACTED SUB-GRADE
CiTY OF RANCHO CUCAMONGA CALIFORNIA
APPROVED BY: STANDARD PLAN
CONCRETE HEADER 534
CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 24953 SHEET I OF 1
6" CONCRETE HEADER BOULDER BY PAVING
SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE: SCALE:
Np SC A pF
9
�y a� umw�a0
U (A n
rcyl re
7-3 ,04 --
an U
4p O F C AL`�OQ
DESCRIPTION OF REVISION
DATE APPROVED
CITY of RANCHO CUCAMONGA
BASE LINE ROAD L. M. D. E/O
ETIWANDA AVENUE
CONSTRUCTION DETAILS
APPROVED BY: DATE:
CITY ENGINEER ��GG� R C E No. 24953
DESIGN ARCHITERRA DESIGN GROUP REC NDED
JAF LANDSCAPE ARCHITECTURE
SITE PLANNING
SCALE: SCALE: SCALE: SCALE: PRAWN 1TRADEMARK STREET SHEET
RANCHO
CUCAMONGA,CA 91730 L-4
JLP (909)484-2800 FAX: (909)4842802
CHECKED DPWING NO.
RWK DATE 05-14-04 RIA NO. 2834 ���
ARCHITERRA JOB No. 0240-5 SHEET OF
■
TYPICAL SLEEVING NOTE: ■
\ CONTRACTOR SHALL SLEEVE ALL MAINLINE PIPE THAT PASSES ■
UNDER ALL HARDSCAPE AND COBBLE AREAS. CONTRACTOR SHALL ■
PROVIDE A WIRE SLEEVE AT EACH MAINLINE SLEEVE. ■
MAINLINE SLEEVE SIZES TO BE 6"AND ALL WIRE SLEEVES TO BE 4' ■
UNLESS OTHERWISE SHOWN.
i
MAINLINE NOTE: ■
MAINLINE SHOWN IN STREET FOR GRAPHIC PURPOSES ■
w ONLY.
D MEDIANONTRACTOR TO INSTALL MAINLINE WITHIN THE ■
■
Z
■
31V 1• 1' 314• 314" 1' I.L.
> 314' 314' 314 � ff �..- W
Q314• 3r4• r r t' 3r� R` r
thi_f .s...✓.� �J 1 r�
.--+j" "�,- - l v K '� � .� Y `�. t i/2• .>- �'"; y..i7° a .._y }�+ c�r�--'~� Y4 i j ,a," \'f■
{ a.`✓ .*a' 314 :�� r -v t t ,r � r
314"
`i �"'<,:.,` � r _ > . . i% - ,i r S�`:r'S n ?:.+�'-C .:v'?"C K r i�:. _ ,c ,`w <r� y 3 L <+ ?`t yam{ 7 tr •r �_'r
T
l
�
7_7737,7- S.4� - �177--77-
0 ,a
O z ?:
■ O
o• - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - on - - - - - - rtw
Q U_ ■ m
O X 8 ■ w
-' BASE LINE ROAD ' � �" W
w J .;�. 4 34 3 34 2D 5 r2*
' 33 w
2" 1552sa FT• 643sa FT• 2" 2' 1239sa Fr. Z
� �. 2" 1420sa FT• J
314• 314' ! � � tea. a . . . • . i . a . . . . . . . . . am . � . r . "or •
• 3f 3/a" % rY 31
314 }��� 314• : t r'.x S - ... _ ..y, _ Y r �a.
3/a 314 � �^
• YT r' r�°y,�s -. ;., �.�-�� ;r�,314' ea Y a�a r�� r ��'c. _
r ,
TYPICAL CONTROLLER NOTE : � i �
�� 314' ...r.
>.a 'er s rr i 314' 314' 'r' 314 ■
T T a . t.;
CONTRACTOR O INSTALL A CALSENSE CONTROLLER,L R Y >.. 77-_ _.. _...,.._ . . ,__ _ -
S O O !E , MODEL NO. .: _�_ .. .. < . ;.� � � , . � ,, r � , � . t/4'
314' ,. ..,,_,, ... .. r- .. :._ .R'w.x x .:... . .. _ _., .,.. , _., , e � .r a.µ� wa. .•-,�--� _
\ � . , � �, . � .: _ _ ti. 314 1 .,-` >.�
5. r, -
.� 5„J a �<, 314 ,,. .�--;..� '• r; ,,,,�-, '.. t-� r 3 S^�y <�`. Y y, ■,'
- ..... - ..�z _ ._
ET2000 16-LR RRw/TP1,TP110 AND LR/RR DOME.CONTRACTOR SHALL � ��'t�._� r • � 3 ���wr ,r ';,t ,,.=� � r.�.� ;�:�r. � y 34 _:� ..-,.�q ..- x; _.;:;ti ., .�''' �-��,...� :�� ; >:�=-� .�:r.,� <` . �. � a 4-
PROVIDE STAINLESS STEEL CONTROLLER AND METERED ENCLOSURES: 314• Yr4•tva Iva 314' �0" Iva. 3Ia• 1 ■
STRONGBOX MODEL NO. SB-16SS AND MPS-A18-10K. CONTRACTOR TO �wr T' �a" �� �� �'- - - �� Ila• ■
PROVIDE 120 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF ,•
3/473/4' ala• t 314• 314• 314' ■
t 3/a
AUTOMATIC CONTROLLERS.COORDINATION OF FINAL HOOK-UP OF , a ■
CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION S � ■
CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE ENCLOSURES
SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA PRIOR TO ' ■
INSTALLATION.CONTROLLER SHALL BE OPERATIONAL PRIOR TO CITY'S <<z Yt �, TYPICAL SLEEVING NOTE: MAINLINE NOTE: ■
ACCEPTANCE OF PROJECT.CONTRACTOR SHALL COORDINATE x x «` 314' CONTRACTOR SHALL SLEEVE ALL MAINLINE PIPE THAT PASSES MAINLINE SHOWN IN STREET FOR GRAPHIC PURPOSES
CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY ANDA ` '' 'Y __ __ _*-� UNDER ALL HARDSCAPE AND COBBLE AREAS. CONTRACTOR SHALL ONLY.CONTRACTOR TO INSTALL 18"BEHIND THE ■
CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: PROVIDE A WIRE SLEEVE AT EACH MAINLINE SLEEVE. SIDEWALK AT THIS LOCATION AND TO THE WEST. ■
MAINLINE SLEEVE SIZES TO BE WAND ALL WIRE SLEEVES TO BE 4" ■
CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD,CALIFORNIA UNLESS OTHERWISE SHOWN.
PHONE: (619)436-0525.
POINT OF CONNECTION NOTE:
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY •.••••••.. IRRIGATION NOTES: IRRIGATION LEGEND
DOWNSTREAM OF A NEW 11/2"DOMESTIC WATER METER. REFER TO :•••� •••.• •
CVWD STANDARDS FOR ADDITIONAL INFORMATION. EXTEND NEW •
TYPE"K"COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A 1112" 1. NEW WATER METER((SIZE PER PLAN)'AS PROVIDED BY CVWD IS REQUIRED AT ALL POINTS OF CONNECTION. SYM- MANUFACTURER MODEL NUMBER D S ,RIPTION RADIUS G-P.M- PSL EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION
PRESSURE REGULATOR, 11/2"BACKFLOW PREVENTER, A 1"FLOW THE CONTRACTOR SHALt MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER
METER, AND A 11/2"MASTER VALVE AND EXTEND MAINLINE TO METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. _d RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 PROPOSED 1-1/2' DOMESTIC WATER METER BY OTHERS
VALVES AS SHOWN. ®®!<L 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR O RAINBIRD 1812-SAWPRS-5H POP-UP-SPRAY HEAD 5' .20 30 >9 WILKENS 500 SERIES 1-12" PRESSURE REGULATOR
STATIC WATER PRESSURE: 120-110 P.S.I. �I7 (IF REQUIRED FOLLOWED BY BACKFLOW PREVENTION DEVICE FOLLOWED BY A FLOW METER FOLLOWED BY
• S•�•��.l A MASTER AME. ALL EQUIPMENT SIZED PER PLAN. INSTALL A'LL EQUIPMENT PER GTY STANl3ARDS AND "
SYSTEM DESIGN PRESSURE: 70 P.S.I. 4 SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 3o H NIBcO T-585-70-66 2 GATE VALVE
MAXIMUM IRRIGATION DEMAND: 34 G.P.M. T EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
••. • 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ACOAST GUARDSHA CGS 1 w/LOCK RAINBIRD 1812-SAWPRS-8Q POP-UP-SPRAY HEAD 8' .30 30 0 FEBCO 825-YA-BV-1.5 1-112'REDUCED PRESSURE BACKFLOW DEVICE WCOAST GUARDSHACK
CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM •. BACKFLOW ENCLOSURE MODEL NO.CGS-1 w/LOCK
.• •.• ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER
DESIGN PRESSURE OF 90 PSI. CONTRACTOR TO FIELD ADJUST •••....•• POSSIBLE • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30
REGULATOR AS NECESSARY. P.O.C. DETAIL 4. THIS DESIGN 13 DIAGRAMMATIC, CALSENSE FM-1.008 1'BRASS FLOW METER
CLARIFICATION ONLY AND SHALL BE WSTAL'LEDLIN P�,NTT G ARW S iMHENNEVER POSSIBLE.ARE
ANY N x RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30
CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND ® SUPERIOR 3100 SERIES 1-1/2'NORMALLY OPEN MATER VALVE
■ EQUIPMENT,AND ARCHITECTURAL FEATURES. fJ RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30
■ � 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO � CALSENSE ET2000-16-LR/RRw/TPi 16-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER,INSTALL
■ k-COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY RAINBIRD 1812 SAM PRS-IQQ POP-UP-SPRAY HEAD 10' 40 30 TPI 10 AND LR/RR DOME WITHIN STRONGBOX ENCLOSURES,SEE IRRIGATION NOTES THIS SHEET.
TO THE CITY. V RAINBIRD 1812-SAM- 10H POP-UP-SPRAY HEAD 10' .$0 30 RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
■
■ 8. THE CONTRACTOR
AND SSHHALLLL TAKE SSOOILE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT F4 COST TO HE
■ CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. RAINBIRD 1812 SAM PRS-1QF POP-UP-SPRAY HEAD 10' 1.60 30 o RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @150' O.C. MAX
■ ■ 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH
■ ■ MINIMAL OVERSPRAY ONTO WALKS,STREETS WALLS ETC. THIS SHALL INCLUDE THE SELECTION AND + RAINBIRD 1812-SAM PRS-IOVAN POP-UP-SPRAY NERD 10' .80 30 APPROVED CL 315 MAINLINE,SIZE AS SHOWN,MIN.COVER 182,FOR 2'AND LARGER USE CL 315
7 33 ■ INSTALLATION OF A PRESSURE COMPENSATl13G NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL
■ 2" 145i4sa Fr CONSTRUCTION. & RAINBIRD 1812-SAWPBS-12Q POP-UP-SPRAY HEAD 12' .70 30 _----- APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12'
■t' 1' 1114' 1114" 310' 314• �� ■ 8. WHEN
O THE SPRINKLER HEADS SO A3 TO PREVENT PROPERSI 6VERA6E,NE IRRIGATION COONTHRACTO�RY OTHERWISE NOTED
�I RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS
_. t f HEAD 0 EADCH ADJUST DE OF THEROBSTR�UCTION BY
I OTPRLLING OVIDE PfiOPER COVERAGE.TER AL!ADJIUSTMENTS SHALL
O RAINBIRD 1812-SAWPRS-12F POP-URSPRAY HEAD 12' 2.60 30
!� 3ta Fa - _ s ■ APPROVED SCH.40 PVC WIRE SLEEVE SIZE AS REQUIRED UNLESS OTHERWISE NOTED
V J i�. 314• _ 414• BE MADE AT NO ADDITIONAL COST TO THE CITY.
-' RAINBIRD 1812 AMP 12VAN P P PRAY HEAD 12' 70 30
3' 9. INSTALL ONE i SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE
-S RS- PO U -S dD SC A AF
S ,A
( V
;i" - '� f ' XY Y j f V STRIPS CONTROL VALVE
(LRM ON EACH
BRANCH.
AIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL 1� y. 4q
w r-. = - '% ' - _=--- -,a r -FK .-=-y __ _r-1-r_ r Y tWIRING. RAINBIRD 1812-SA%PRS-150 POP-UP-SPRAY HEAD 15 .90 30
21
x=� m a a . a m m . . . . r . . . . . . . . .O . ■�F.-. . . . . . . . . . 4.? 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK4TURF,AND 2 INCHES OF � RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30
m
■ WATER PER WEEK(GROUND OOVERISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAY A W EK BETWEEN THE
c,� n
■ , HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. m RAINBIRD 1812-SA%PRS-15F POP-UP-SPRAY HEAD 15' 3,70 30
11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. 7-3-0
BASE LINE ROAD THE MAXIMUM DEMAND OF GALLONS PER MINUTE 13 AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY RAINa
Q ■ BIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30 * Tel a
■ THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL
w ■ 1 1 20 BE BROUGHT TO THE ATTENTION OF THE CITY. Date Q�
w ■ AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-%tR/RR w/TP1 TPI 10 AND L RAR DOME INSTALLED WITHIN l� p F
B 2" 83Jsa FT. 12. A CONTROLLER AND METERED ENCLOSURE STRONGBOX SB-16SS AWMPS-A18-10K MOUNT THE NOTES: C p
.. ■ tsa �.
2" ANTENNA PORT(EPDXY-FILLED ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH
W ■ ; ......... ■ w COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO
(J.j THE ENCLOSURES TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS
Z ■� D- . . a a a a a . . . MEW 0 P Q,C i • . '®' = 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE POSSIBLE. SEE DETAIL K, SHEET L-7.
J ■ 'n FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE
= 11-1 va• t 114"1---Tl14 4-; 4, v, PROVIDED BY SCE,COORDINATED AND PAb FOR BY THE DEVELOPER. 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF
14. R TO FINISH GRADE OF THE AREA TO BE IRRIGATED KLER HEADS&
ALL SPRINKLER HEADS SHAL!B€SET PERPENDICULA CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK.
2 Illw UNLESS OTHERWISE DESIGNATED ON THE PLANS. CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES/SPR1N
t f, 7 EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION
3/4' ,r rti�.wr F_✓_r� -r x`r-3(4 r�+� ;f � v,'.e .., .__ __
■ Y `�, 4� ;/ � LL15. A POP-UP TYPE FINISHED
RI ER H
DINSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER
•........... !
HEAD IS114'ABo1I ISEDGEAS 77
DESCRIPTION OF REVISION
ATE aPPRavED
3j4r z °r,,� ��,ti ti�a• 31,r2 _jVALVE SIZING KEY PLAN CROSS REFERENCES
31r w 4 � CITY of RANCHO CUCAMONGA
VALVE 1 gyp•--GPM FOR NOTES AND LEGENDS, SEE THIS SHEET
■■ �4 ~ FOR DETAILS, SEE SHEET L-7
4 r ,
■ �a y { Q VALVE SIZE 3/4" 100*--SQ. FT. FOR SPECIFICATIONS, SEE SHEET L-11 BASE LINE ROAD L. M. Q. E/O
■ FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2
■ FOR CORRESPONDING PLANTING PLAN SEE SHEET L-8 ETIWANDA AVENUE
SHEET KEY MAP
N.T.S. IRRIGATION PLAN
Underground Service Alert - - ---- - - - - --- - - " _ APPROVED -
r� z A ED BY: DATE :
�� • Q 2, r...v.,.rts;. •ttra ` v x.., BASE LINE RD
Call: TOLL FREE - i k _ _ CITY ENGINEER GGu� RCE N o. 24953
-1 - - DESIGN ARCHITERRA UESIGN GROUP REDED
LANDSCAPE ARCHITECTURE CYW
SITE 1 -800 : DER 10221-A TRADEMARK STREET
DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
422-4133 DER (909)4842800 FAX: (909)484-2802 L-5
SCALE: I" = 20' CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG RWK DATE 05-14-04 RLA NO. 2834 /f7[{8_L
ARCHITERRA JOB No. 0240-5 SHEET Sq OF
CITY OF RANCHO CUCAMONGA
PRESSURE CALCULATION FORM
TYPICAL SLEEVING NOTE: Water Meter: Size 1-112"
CONTRACTOR SHALL SLEEVE ALL MAINLINE PIPE THAT PASSES Elevation: 1293
UNDER ALL HARDSCAPE AND COBBLE AREAS, CONTRACTOR SHALL Static Pressure: High - Low 110
PROVIDE A WIRE SLEEVE AT EACH MAINLINE SLEEVE. Source Of Information: CVWD
MAINLINE SLEEVE SIZES TO BE 6"AND ALL WIRE SLEEVES TO BE 4" Phone Number: 909-987-2591
UNLESS OTHERWISE SHOWN. Date Of Information: 9/5103
H.G.L.Mean Elevation: (Required if static pressure unknow)
MAINLINE MOTE:
MAINLINE SHOWN IN STREET FOR GRAPHIC PURPOSES ����,�,���'`'� Water Meter Elevation:
ONLY.CONTRACTOR TO INSTALL MAINLINE WITHIN THE � X .433
■ MEDIAN. \���„�~����
■ ,,, �„��\`"\�,�•",,��„ �j 3,�. O Remote Control Valve: 4 Size 2"
■ RK `��`�� Maximum Demand: 34 G.P.M.
Elevation of Highest Head: 129
of
■
iia• �„�"��`��ti�"�\�
Qty. Size Item
■ \ti\��\�\���\\\\\��\~\�\�\\\\1`•\\��\ti\\�\\\��+ P.S.I.LOSS
1-1I?" Water Meter 2.40
■
\\\\\\\\\\\ti\\,�\�\\�\�\\'\\�\\�\\„\\\\\\, �. t t• ,\�\������,\`�\��,�,,,\�\\� 1-1/2" Pressure Regulator(Fall-Out) 5.50
■ 31a• 319V •
,..�,�����������\�\� -- t• + • 1-1/2" R.P. Backflow Device 11.
50
■ �a. • • 1" Flow Meter 7.20
\,\\\\\\`►,��,�\\\,\,yah + + •
- "�.._......� t" \i,\\\\\�\�.�\\ti\t\\\\tt,\,tip\\\t»,ti,
■ ya • + • 1-1/2" Master Valve 1.20
• + • 7 2"
• Gate Valve(s)
■ R�ti\--ittitCi�.\ �SiiiiCi\\ \� _ 2" Main Line 4.10
r + • 2� R.C.V.Assembly 1.40
RVTQRK 10 ,010
+ + 1f 314" Lateral Line 1.00
\�\\\`\\\ \t\tip\\LIMIT\OF,W \\�:\\: + + • " + 26 43
r . + 2" 1�S�FT 37' 1-1/4" Lateral Line 1.00
?> LIMIT OF WORK . • r r � r r � + + 10' 2" Lateral Line .10
Qvy- - - - - - - r - - - - - - - rr . . rr - - '" - - - - - - - - - - - . rr .. ." = WWWrrr . . . . . r . . r . . . r ,n i0 EieiationChange(
3.
1028SC�� 2'� � Elevation Change(+-)
J BASE LINE ROAD
W
m
W w Total System Losses: 39.70
WU Pressure to Operate Head:
(1) Q Total Pressure Required:
LLj ..jLowest Static Pressure Available:
Z - - - _ _ .R•P' Pre-Set Regulated Pressure(if required): 9�
_. ,. Residual Water Pressure: __2M
J
_ ■ N.A.P. City Requried Residual Water Pressure: 115-20
caH
Q w
■ IRRIGATION LEGEND
i C!1
SYM_ MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS GP M. PSI EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION
_d RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 3010
PROPOSED 1-112' DOMESTIC WATER METER BY OTHERS
o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 WILKENS 500 SERIES 1-12' PRESSURE REGULATOR
4 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 H NIBCO T-585-70-66 2"GATE VALVE
-4 RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' .30 30 0 FEBCO 825-YA-BV-1.5 1-112"REDUCED PRESSURE BACKFLOW DEVICE w/COAST GUARDSHACK
BACKFLOW ENCLOSURE MODEL NO.CGS-1 w/LOCK
• RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30
CALSENSE FM-1.048 1"BRASS FLOW METER
>1( RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 ® SUPERIOR 3100 SERIES 1-1/2'NORMALLY OPEN MATER VALVE
4 RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 � CALSENSE ET2000-16-LRIRRw/TP1 16-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER,INSTALL
k- RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 1�•� TP110 AND LR/RR DOME WITHIN STRONGBOX ENCLOSURES,SEE IRRIGATION NOTES ON SHEET L-5.
TYPICAL SLEEVING NOTE: V RAINBIRD 1812-SAM-PRS-IOH POP-UP-SPRAY HEAD 10' .80 30 RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
CONTRACTOR SHALL SLEEVE ALL MAINLINE PIPE THAT PASSESRAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 150' O.C. MAX.
UNDER ALL HARDSCAPE AND COBBLE AREAS.CONTRACTOR SHALL * RAINBIRD 1812-SAM-PRS-IOF POP-UP-SPRAY HEAD 10' 1.60 30
PROVIDE A WIRE SLEEVE AT EACH MAINLINE SLEEVE. EN • a APPROVED CL 315 MAINLINE,SIZE AS SHOWN,MIN.COVER 18',FOR 2-AND LARGER USE CL 315
MAINLINE SLEEVE SIZES TO BE 6"AND ALL WIRE SLEEVES TO BE 4" ''di' RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30
UNLESS OTHERWISE SHOWN. A( RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' .74 34 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12"
■
■ 'q RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 '"'-- APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS
MAINLINE NOTE: ■ OTHERWISE NOTED
LO ■ MAINLINE SHOWN IN STREET FOR GRAPHIC PURPOSES ■ O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30
APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED,UNLESS OTHERWISE NOTED
j ■ ONLY. CONTRACTOR TO INSTALL MAINLINE WITHIN THE ■ RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30
■ MEDIAN. ■
�-- ■ ■ RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' .90 30
w ■ ■
W ■ ■ RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30
� LI\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\MI\T OF WORK�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\l�\\\\\\\\\\\�►\\\ \\\\\ \`ti\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\'\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\''\\\\i\\\\\\\\\\\\\� : m RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30
■ 31 ■AP RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30
W tura• _ ya• _ ya• _ ya �� - -
t• '�
{n ;3t4')'
ya• �n ya. ��, yr a `\ �����1\\4� `' J NOTES:
W .. " r ' r r r r . r r W 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST'THE RADIUS TO
. + PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS p 1<r yy� qq
Z r LIMIT OF WORK r + • • i O POSSIBLE. SEE DETAIL K, SHEET L-7.
a
r + •
_ 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF
Q CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK.
H 9 22 12 SASE LINE ROAD W W CONTRACTOR
LANDSCAPE AREAS THAT AREODAMAGEDI DURING CONSTRUCTION PRINKLER HEADS b k3fi- 4
�+�1 ppm�+�1 �re
Q 2" 961 S'Q 2" W l sa FT U W Date��
G Q a
Z VALVE SIZING KEY
LIMIT OF WORK J
= VALVE # 1 10'---GPM
Q �. - _ _ .. - _ _ _ �- •- - - - - _ _ - _ _ - _ _ .. - _ - _ _ _ _ .. - _ _ -- - - - - - - - - - - - - - -- _ _ _ -- _ _ U
r_.. . r . __....___-_._..w...__ - _. __ ."..__ ..__ . .. _ti_ '9.
_... _ . . .. ... _ _ __ ,. _ .. .. ... ..... .. �i L-. VALVE SIZE 3/4" 100-SQ. FT.
\ W aC
LIMIT OF WORK
v� 0 PLAN CROSS REFERENCES
■ �>>i _ _ _ _ rn� _ r ar_o r raoeu® _ r _ r _ _ �emm _ mr s _ .s c+�. ■
DESCRIPTION OF REVISION
2 I; FOR NOTES AND LEGENDS, SEE SHEET L-5 DATE aPPRovED
�,.' ■ FOR DETAILS, SEE SHEET L-7 CITY of RANCHO CUCAMONGA
W \\\\\ \\\\\\\\\ \\�` �\ \\\,.\\\\\ ■ FOR SPECIFICATIONS, SEE SHEET L-11
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3
FOR CORRESPONDING PLANTING PLAN SEE SHEET L-9 BASE LINE ROAD L. M.D. E/O
ETIWANDA AVENUE
SHEET KEY MAP �
-
Underground Service Alert a N.T.S. IRRIGATION PLAN
- APPROVED BY: DATE:
•' ^��^
BASELINE 1 CITY ENGINEER Z2 G0 RCE No. 24953
• Cali: TOLL FREE itlj DESIGN ARCHITERRA SIGN GROUP �� DED
DER LANDSCAPE ARCHITECTURE
SITE PLANNING
1 -800 DRAWN R1TRADEMARK STREET
1r'� Q • ANCHONCHO CUCAMONGA,CA 91730 SHEET
4L2-4133 DER/MPH (�)484-2800 FAX: (909)484-2802 L_
SCALE: 1" - 20' CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG RWK DATE 05-14-04 RLA NO. 2834 / 9 4 9-L_
ARCHITERRA JOB No. 0240-5 SHEET 3,45- OF
STAND ALONE CONTROLLER WITH ANTENNA
STRONG BOX ENCLOSURE,SEE
wRlGxrroN Nores. LR/RR DOME ANTENNA POfLL
EPDXY FILLED LOCATED
P
BACKF1oW PREVFMFA(�5YA1 OUTSIDE OF BOX. _ COAXIAL CABLE
aACKFL LY NOTE: INSTALLATION/LOCATION
ASSEMEENCLOSURE TO BE GROUNDED PER
PER CITU AND CALSENSE
COAST GUARD SHACK T 1 LINE VALVE(2)PLACES L4�J 1' LOCAL CODE.GROUND ROD TO BE REPRESENTATIVE. CALSENSE CONTROLLER
WHITE COASTENCLOUARDS"1) 3 TMJ INSTALLED INSIDEENCLOSURE.ON MODEL NO.PER PLANS
BLUE 8'THICKt17 WIDE 3
1 S ROUND PLASTIC VALVE BOX d CONTROLLER SIDE.
i
CONCRETE PAD(LENGTH PARES 8 COVER ETCHED'IRRIGATION GATE
CLOSE NIPPLE
PER SIZERVMNUFACTURER) (CARSON OR EQUAL)
1 SLOPE TO DRAIN AT MINIMUM 2% CALSENSE HARNESS
EX
EPOxY FILLED WATERPROOF BRASS WYE STRAINER 1 tkh FINISH GRADE GRADE t2O VOLT DUPE
CONNECTOR WITH 00 MESH 1 1 MI 2% FooTl or sTAu MINIMUM OUTLET(GFCI,NON-SWITCHED CALSENSE TP-1 BOARD
IRRIGATION CONTROLLER WITH 60 MESH PVC SLEEVE CONTROLLER�0 BE WIRED
OF Y ABOVE GRADE AND SLOPE 'HOT'. MATCH C STRIPS TO
PIG TAIL EXPANSION 1 ; 1 REQUIRED FOR ► • TOP TO DRAIN AT MINIMUM OF 296. MATCH CONTROLLER
LOOP(WR.2a'LONG) 1 PIPE THROUGH
PLASTIC VALVE BOX(CARSON OR FINISH GRADE ItY CONCRETE PAD BALL VALVE-i It7 OR SMALLER WITH
STAINLESS STEEL HANDLE � COMMON WIRE/coNTROI WIRES IN NO OPEN ELECTRICAL WIRING
EQUAL)WITH PLASTIC INTEGRATED ... -EPDXYE GATE VALVE
LACKING LID.PUCE AT GRADE IN - •:= i'C.�'{ :{1i':.: 40%COMPACTION � r SCH.4d PVC CONDUIT- SHALL BE IN CONTROLLER FIELD WIRES
TURF AREAS AND Y ABOVE IN WATERPROOF ALL •''� ::k*;- ;.';;'.Y. ;,r REQUIRED COATED,7 pR Gj GER WITH 70PE TRA MNG MOUNT AREA.
SWEEP ALL CONNECTIONS SHALL
PUNT BED. WIRE CONNECTIONS k 3-9 }'
PIG TAL EXPANSION
k �s NIPPLE-TYPICAL � HITT
IVALVE 12a VOLT WIRE IN RIGID STEEL 90 DEO.
LOOP 4'LONG) g (2)PLACES co TO POWER(PER SIDE LOCAL CABINET. ELL(TYP) WATER TIGHT CONNECTIONS ON BE WATERTIGHT"OUTDOOR
ALL ELECTRICAL CONNECTIONS. TYPE'CONNECTIONS.
NOTE: SCH 40 ADAPTORCMALE 1(Y 1(i• ENCLOSURE MOUNT
CONTRACTOR TO INSTALL i! WHITE `�
SCOTCH LOK EPDXY FILLED 3t (COMMON) ,t_x :z 3•� 3. HEAVY DUTY WEATHER-RESISTANT
CONNECTORS FOR ALL FLOW •e::f : - LINE TO SYSTEMS
SENSOR WIRE CONNECTIONS. BLUE :-:, LR-RR DOME ANTENNA PORT EPDXY NOTES:
• >;. PHOTO ELECTRIC SWITCH FOR SECURITY FILLED LOCATED OUTSIDE OF BOX-
INSTALL SCOTCH LOKS LIF u _ _ LIGHT CONTROL AS REQUIRED PER PLANS. t.INSTALL CONTROLLER PER MFG, PRINTED INSTRUCTIONS AND PER LOCAL
IMMEDIATELY AFTER WIRES FROM WATER .`�i41:'r?:,• SEE ELECTRICAL PUNS FOR ADDITIONAL INSTALLATION/LOCATION PER CODES.LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR
INSTALLING FLOW METER. • • SOURCE TO METE :�,=. =. ...�y: ,;4 CRY AND CALSENSE REP.
k M, �'` i - INFORMATION. PRIOR TO CONSTRUCTION.
r �.- r +!;9 --✓•:. SIGN
CALSENSE CONTROLLER MODEL N0.
RED
BUCK MASTER CONTROL ELBOW • PER PUNS.REFER TO CONTROLLER ELECTRIC METER PER SCE 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DE
-� SEQUENCE OF REMOTE CONTROL VALVES,
VALVE RIGID PIPE AND RELATED FITTINGS SHALL BE TYPICAL(2)PLACES z
• yt PER CUCAMONGA COUNTY WATER DISTRICT INSTALLATION STANDARDS.
•FLOW h TEPA au'WASHED CRUSHED STANDARDS.CONTRACTORSHALLVERIFY 3.RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCY 0
N EACH
• DIAMETER SAME AGGREGATE TO BE WITHCCWDPRIORTOCONSTRUCTION. CONCRETE THRUST BLOCK • SECURITY ELECTRICAL
D BRANCH OF THE MAINLINE FOA FUTURE USE.PIGTAIL EACH ORANGE
' SIZE AS FLOW PLACED TO A DEPTH OF PER PUNS.SEE ELECTRICAL WIRE AT THE ENCLOSURE.
a'IN FLOW METER AND PER CCWD STANDARDS B'GROUND ROD
IETER SIZE MASTER VALVE BOX. PUNS FOR MORE ORUATIOiI
zr 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK
DIAMETER SAME SIZE NOTES: •18'MIN.OR PER 120 VOLT WIRE IN ER
AS FLOW METER SIZE MINIMUM DISTANCE DOWNSTREAM OF 1.INSTALL PER LOCALGODES- LOCAL CODE 3'4'WASHED CRUSHED G� % STEEL CONDUIT{PER IGID IN COLOR
MINIMUM DISTANCEDED PIPE DOWNbX STREAM
METER aEQUIP"ToBEINSTALLEDATAMINIMUMOF2rFROMANY AGGREGATE BASE � 1 �►
STRUCTURES ORHARDSCAPWG. LocALcoDE) 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE
OF FLOW METER SIZE) 3.WHEN UNIT IS NEXT TO A STR=URE G.E.WALL,BUILDING,ETCJ CONTROL VALVES.
MOUNT TEST CMK3 ON OPEN OR NON-STRUCTURE SIDE. MOTES:
4.ORENTUNITPARALLELTOSTREET. 1.PLACE HE` B.LRIRR DOME ANTENNA PORT TO BE CONNECTED T LOCAL RADIO
IN MULTIPLE FLOW METER!M.V. 5 SCIEENUNRNBT1lSHRUBSWHENEVFRPOSSIBLE 2 INSTALL CONTROL VALVESAMIN.OF12'FROMSTRUCTURESORHARDSCAPING. 2•SCR4000NDUIT FOR (LR)AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER
MINIMUM DISTANCE UPSTREAM OF INSTALLATIONSMAXIMIZE &SCREENUNItWITHPC FITTINGS SHRUBSRE IRENEVERPD FOR POSSIBLE
SOF 3.INSTALL VALVES INPLANiBEDS WHEREVER POSSIBLE NEXT TOSIDEWALKS. SECURITY LIGHT WIRING. PVC CONDUIT FOR CONTROL SYSTEM PRIOR TO ACCEPTANCE,
UNINTERRUPTED PIPE(10X DISTANCE FROMTHE'TEE'TO DISIIAIARMETAL& 4.PUCEVALVEBOX ATRIGHT ANGLES LASTRUCTURES B HAROSCAPlNO.
DIAMETER OF FLOW METER SIZE) 7.VALVE PER STD.51B REQUIR®BEFORE BACKFLOW PREVENTER S.p1ACEAGGREGATE PRIOR TO INSTALLATION OF VALVE BOX SEE ELECTRICALPLANs VALVE WIRING
EACH FLOW METER TO MINIMIZE WHENMAINU D.518RE IS QUIR D Q ATTACH METAL VALVEIDENTIFICATIONTAGWITHAPPROPRIATECONTROLLERAND FOR MORE INFORMATION. �v 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE.
m
VALVE NUMBER. N
TURBULENCE. m
NOTES
1. WATERPROOF ALL WIRE CONNECTIONS WITH EPDXY FILL. Y OF � CITY OF RANCHO UCAMONGA, CALIFORNIA
2. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. c
' APPROVEDB : CONTROLLER ASSEMBLY STANDARD PLAN
CITY OF RANCHO CUCAMONGA, CALIFORNIA TR I-ILLE EN R STANDARD PLAN INSTALLATION - TYPE A 524
T
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA PROVED BY:
APPROVED BY GATE VALVE STANDARD PLAN TYPE A 522 W
PROVED BY: REDUCED PRESSURE STANDARD PUN q w m CITY ENGI(A ET- GATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT ON SHEET i OF
`O
PROVED BY:
STANDARD PLAN - 3N or smaller 518
FLOW METER INSTALLATION BACKFLOW PREVENTER-825YA 51 J m RY ENGINEE DATE USE WITH STANDARD SPECIE(CATIONS FOR PUBLIC WORKS CONSTRUCTION SHEETIOFI R.C.E. 24953
516 ¢ .G.E.
w CITY ENGINEER DATE USE WRH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 .
CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 ¢ R.C.E. 24953
CRY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 ILC-E.
YE' SCALE: N.T.
SCALE: N.T.S.
SCALE: N.T.S. SCALE: N.T.S.
SCALE: N.T.S.
ARDSCAPING(SEE NOTE 4)
V DYER OF MULCH HI-POP SHRUB HEAD BODY SET TO 'SNAP-TITE'WATERPROOF
MULCH TO TAPER AWAY IIP ABOVE FINISH GRADE CONNECTOR OR EQUAL
14 y� v FROM LEAD - - MULCH
JS' PLASTIC VALVE BOX 5 COYER: STRUCTURE OR WIRE SERVICE LOOP{LOOP
ETCHED-W(CARSON OR EQUAL) HARDSCAPING 6; • ENOUGH WIRE TO EXTEND WIRE
rs-sC-t� -�`-s-sC-tt 4, � FINISH SOIL GRADE BUNDLE e'ABOVE GRADE)
AT GRADE IN LAWN AREAS B'MLN
SPLICE BOX COVER WITH
3'ABOVE GRADE INM
SHUB 3' A .
AND GROUNDCOYER ARREAS 1LOCKING TOP ETCHED S.B.'
FINISH GRADE
CLEAN BACKFILL-SEE " AT GRADE IN LAWN AREAS
z SPECS.FOR MATERIAL.
a g 90%.COMPACTION REQUIRED 3'INP PLANTER BEDS
33 DNP QUICK
II- cr WITH PURPLE
C-4NG _
z z PROVIDE 6'MIN.OF SAND RUBBER CAP
Lu g
BEDDING AND SHADING STAINLESS STEEL
r
GLEAN BACKFILL SEE g SCREW CLAMP
N MINIMUM(3)PLACES
p SPECS.FOR MATERIAL.909E COMPACTION REQUIRED " i z 12'X 18'GREEN PLASTIC METER
f 3'a•WASHED BOX.CARSON OR EQUAL
CRUSHED
z
AGGREGATE BASE ►•
NON-PRESSURE LATERAL LIN
CONTROL WIRE SLEEVE 4•Ss•' I ••' d �•�•
°D SCH.40 SNAKE PIPE IN SIZE PER PLAN INSTALL �� ' ►�• •'� '•
TRENCH ADJACENT TO PRESSURE SUPPLY LINE SCH 40 BRASS NIPPLE •
SCH 40 BRASS NIPPLE-
24"LONG SCH 40 PVC
PRESSURE SUPPLY LINE: 9V STREET ELL
SCH.40/CL 315 SNAKE PRESSURE SUPPLY LINE
MMLEX 9a°STREET
PIPE IN TRENCH SLEEVE-SIZE TWICE ELL
DIAMETER OF PRESSURE LATERAL FITTING MARLEX SD'STREET ELL
6'TVP. SUPPLY LINE
CONTROL WIRES•BUNDLE SCH 80 PVC 90° SCH 40 BRASS 90" ELL NON-PRESSURE LATERAL LINE
TYPICAL(2)PLACES
cu AND TAPE AT 15'O.C.AND NON-PRESSURE LATERAL STREET ELL 24 VOLT WIRES.TAPED AND
INSTALL ADJACENT TO LINE SLEEVE-SIZE TWICE
PRESSURE SUPPLY LINE PRESSURE SUPPLY SCH 40 BRASS 90° ANTbORAINVALVEASREQUwEO
DIAMETER OF NON-PRESSURE LINE FITTING STREET ELL BUNDLED AT 15 FT, INTERVALS
LATERAL LINE
6'TVP. PROVIDE W MIN.OF SAND NOTES: PRESSURE SUPPLY LINE ;Y4 REBAR STAKE 2 CU.FT.PEA GRAVEL
BEDDING AND SHADING 1.ALL SLEEVES TO BE SCH 40 PVC. (24•LONG) NOTE:
1. LOCATE HEAD 2'TO Y'FROM WALKS.CUR53.HARDSCAPING,MOWSTRWS.
2.EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. AND EDGES OF LAWN.
3.ROUTE SLEEVING AROUND HANDICAP RAMPS. NOTE. 2. USE TEFLON TAPE ON MALE rCHEAos.
I. RACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOK s INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING
4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY
FEATURE AS PER THE IRRIGATION PUN
STD.NO.120(24'MIN.TO 36'MAX DEPTH TO TOP OF PIPE BELOW
4. HEAD CONNECTION AT BOTTOM INLET ONLY.
NOTE: STRUCTURAL SECTION).
1.PIGTAIL AND LOOP CONTROL WIRE AT 90•CHANGES IN DIRECTION. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET.
2.PRESSURE SUPPLY LINE 2 ill'AND SMALLER 18'MIN.DEPTH 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER CALIFORNIA
3•AND LARGER 24'MIN.DEPTH HARDscAPE. CITY OF RANCHO UCAMONGA,
CITY F RANCHO CUCAMONGA, CALIFORNIA PROVED BY: STANDARD PUN
CITY OF RANCHO CUCAMONGA, CALIFORNIA m PROVED BY: STANDARD PUN 24 VOLT SPLICE BOX
CITY F RANCH U AM N A, CALIFORNIA STANDARD PLAN HI-POP SHRUB SPRAY 540
ITV OF RANCHO CUCAMON A, CALIFORNIA STANDARD PLAN PPRovEDaY: QUICK COUPLING VALVE WITHIN VALVE 539
w `O PROVED BY:
®
STANDARD PLAN TYPICAL SLEEVING BOX - FOR NON-TURF AREAS 535 CITU ENGINEER DATEUSfWITHSTANDARDSPECIFICATIONSFOAPUBLICWORKSCONSTRU SHEETtoF1
PPROYE BY:
TYPICAL TRENCHING 533 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 of 1 ILC-E.
532 w ITV ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E.
RY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 R.C.E- 24953
CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I .C.E.
R.Q.E .. . .. SCALE: N.T.S.
SCALE: N.T.S. *0 SCAPI
SCALE: N.T.S. SCALE: N.T.S.
N.T.S. yo w�a49-y
SCALE: �_ �� �4
U c3 W n
T_ A -4
Igna
1800 PCS SCREEN PERFORMANCE
1
an a e
STANDARD '�E "" RADIUS SPRAY PATTERNS AND UMBRELLA BUBB
MODEL PCS-010 PCS-020 PCS-030 P S 0� POS-000 090 5 125 PCS-175 PCS 260 PC JI70 Date
GPM 0.1 0.2 0.3 0.3 0.8 0.9 1.25 1.75 2.8
COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED
1' 3' 5' 8'4
9jF 4 F C A
8F L�FO
-
8H - 2' 4' 1' 7' 811
8T - 3' 5' 5' 911
8Q 2' 5' 7' 7
i0F - - 8' 5' 8' 10'
10H 2' S' 2' 10' 11'11 11'4
10T - 2' 6' 7' 101
10Q 2' 5' 8' 7'
12F - 10'11 5' 7' 8' 12'4
12TO - 2' 3' 5' 7' 10' 10'
12TT - - 2' 3' 5' 9' 11' 121
12H - 4' 3' 8' 10' 121 121
12T - 2' 6' 4' 10' 124
12-4120 10'
58s' 7' ' 134
DESCRIPTION
ESCRIPTION OF REVISION
EVISION
DATE APPRAD
1F 8' 8' 154
15
15 ' 5' 8' 12' 154
15H 45' 8' 12' 12'
15
T 3' 4' 8' 12' 154 1514 CITY of RANCHO CUCAMONGA
15Q - 2' 5' e' 12' 1514
- 7' - 12X12' 14X14'
150 Q 20X20' 23X23'
15S - - - - - OX18' 0X10' 16X18' 9X30'
15CST - - - - 4X22' 4X29' 4X39' 9X24'
_ - 4X24' 4X27' 4X&' 4X40' BASE. LINE ROAD L. M.D. E
15SST - 4X12'
15EST - - 4X14' 4X16' 4X20'
5F - 3' 4' 4�.X18' 2; 2' 3' ETIlNAN DA AVE N U
5H+B - 5
5Q-B 5' 10' 3' 1'
'
5CST-8 7' 143' 5'
16F-SIA - - 5' 6' 14' ,e'4
4'
16H-SLA DETAILS
(i 1' 7' S' 10' 13' 10' IRRIGATION 16Q-SLA 6' 2' 5' 3' 12' 16.4 18'4
"F-SS - 6' 17' 2
- 8' 1, 4' 11
22L+ss - � 1� 3" 5' 12' 18' APPROVED BY: DATE: �/
22Q-SS 8" 2' 8' 3�' 15' 20 4 22,*
yjat
1PRECOM
MENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI, CIN ENGINEER 2O RCE N 0. 2495
TE: SCREENS WERE TESTED AT 50PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. DESIGN ARCHITERRA DESIGN GROUP RE DED
NOTE:
MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES.
DER LANDSCAPE ARCHITECTURE
SITE PLANNING
10221-A TRADEMARK STRE
DRAWN RANCHO CUCAMONGA,CA 91730 SHEET L-7
PCS SCREEN CHARTSCALE: SCALE: DER (W9)909 484-2800 FAX: (909)48 ,2802
SCALE: DRAWING NO.
SCALE: N.T.S.
ECKED
DATE 05-14-04 RLA NO. 2834 I q
SHEET OF
ARCHITERRA JOB No. D24L5
■
■
■
1
W S$ S-9 T-1 S-7 S-1 T-2 S$ -11 S-9 S$ S-7 �� A T-1 3-8 ■
D 3 5 1\111/ 20 32 1 31 55 24 7 24 1 3
Z
W3 LL
11 11 U 1 II -. � '
y I n u u a I I u 1 + �- + + 0 0 0 0 0 0 u u u 11 n u n I I n W
l u u II II u u
+ + + -t- + -1- O o O o 0 0 0 0 0 ■ J
s'^ r •t Mrd: 's x rr s c x: �,+
Y 1� + + + + + + { + +
Ts �
' k ,. -scT {4'A �
t
O
Z � a : m
< O a 3-7 3-9 3-8 S-11 S-7
9 10 9 11 ■ W
BASE LINE ROAD
W J �,• S-5 3-8 3-5 T-2 3-8 3-7 S-9 ■ Z
6 4 5 1 3 17 6 ■
- S-2S7 S S-4 S-3 S7 S$S-3 S-9� S2 S-9 S-7 S$ -11 S3 S$ S-4 S$ S-7 -11 S-8 S-4 ■ —�
3 3 28 4 17 2 9 3 2 10 2 3 10 2 5 10 9 15 3 5 3 16 16 7 2 6 1 7 21 28 4 7 ■
S-7 i µ . ■
1 _,. _. ..1. ,..,�Y ;.. .L7-_,• s;�',. E�...`�,w d- S'f" . :, :a: J-4
+; it
" I v
1
_ no
- 7^,r/
10
4 � 3
T,9
T—
�,. -1
I � � S-7 � S•8 S-8 S-1 S-11 -11 S$ S
11 � 7 4 6 11 19 5 2
T-3I -6 S-7 SV-1
3-6 0 3-7 S A
S-2 S$ S-1 -10 23 S$ S-7 9 1 $ 4 4 5 4 17 4 11 19 3 7 5 6 6 2 2 6 5 3 5 5 28
S 8 15 7 4 2 ( 3 4
4 FOR SECTION A-A
T-4 PLANTING NOTES : PLANT LEGEND SEE DETAIL H,SHEET L-13
12
12
3-3 -10 SYMBOL
18 7 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT GAL 1-Ot1T BOTANICAL NAME COMMON NAME SIZE SPACING COMMFNTS Qom(
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND TREES
SPECIFICATIONS.
TYPICAL VINE NOTE: 2• CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT O T-1 Liquidambar styraciflua'Festival' NCN 15 gallon 25'o.c. Standard 5
VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. T-2 Magnolia grandifloraSamuel Sommer' Samuel Sommer Magnolia 15 gallon 30'o.c. Standard 13
O
TO LOCATE VINES ON STREET-SIDE OF WALL 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
• '
ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY
DAMAGE OF SAID UNDERGROUND FACILITIES. O T-3 Pinus canariensis Canary Island Pine 15 gallon 25'o.c. Standard 7
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THEO T-4 Quercus=inea Red Oak 24'box 40'o.c. Standard 2
SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. SHRUBS
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE O+ 8-1 Abelia x grandiflora'Edward Goucher' Glossy Abelia 5 gallon 48"o.c. 61
OF THE CITY PRIOR TO EXCAVATION.
■ 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BE 3-2 Agapanthus'Peter Pan' Dwarf Lily-o{-the-Nile 1 gallon 18'O.C. 179
BEYOND THE LIMIT
� ,THAT
T T OF THE ANSTRUCTION AND/IOR S■ CONTRACTOR. REPLArNTITTEMS SHALL BE EXACT DUPLICATE OF ORGINALWORO PLATS,UNLESS
■ OTHERWISE APPROVED BY THE CITY. O 3-3 Qietes bicolor Fortnight Lily 5 gallon 48"o.c. 113
■ ■ 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT O S-4 Hemerocallis hybrids(Yellow) Daylily 1 gallon 24"o.c. 100
■ MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
■ ■ � 3-5 Lantana montevidensis Trailing Lantana 1 gallon 72"o.c. 22
' $ E AREAS ARE
ADJACNTT T PRIVATE LANDSCAPE REAS,AEVER SHRUB/GROUNDOOVER AREAS RCONCRETE HEADER IS E ADJACENT TO TURF REQUIRED,PURSUANT TO CEAS OR PUBLIC ITY STANDARDS
S-7 S-9 T-1 S$ S-9 S-3 .1 T-2 S-9 T-1 S$ S-7 T-1 S-11 S-9 ■ Q 3-6 Nandina domestics Heaveny Bamboo 5 gallon 30"o.c, 100
12 5 1 1 4 3 19 44 1 7 1 1 3 13 1 1 4 13 ■ AND DETAILS HEREON.
■ 3-7 ■ 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. B 3-7 Nar dina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24'ox. 285
}-- ■ 20 ■ 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND
QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATION$(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED ® S-8 Phormiurn tenax'Bronze Baby' Bronze Baby Flax 5 gallon 36"O.C. 152
�� �� �� SOIL AMENDMENTS 6'INTO THE SOI-AT THE REQUIRED RATES PER 1,000 SQ.FT.
_ 0 0 0 0 0 0 0 " " " ` Y : F ' " " ' IIS, „ ' �1 S-9 Rhaphiolepisindica'Ballerina' Rhaphiolepis 5gallon 36MO.c. 117 CAPS
�'xx Vii; 0 0 0 0 0 0 0 0 - t ` ` �� �2r ", '� 4 CY.NITROGEN STABILIZED SAWDUST GNU S
*" - , "r x ' �. r 120 LBS GYPSUM 32 Krum
;� �� r � - ? �e � ,t S-10 Rosmarinus officinaGs Tuscan Blue Upright Rosemary 5 gallon 72 o.c. w� �9
t t .� i :z�x� __ r r - ;�'' ..r r Y'.4 ', x 125 LBS GR0-POWER PLUS
0
a
W ■ 11. LANDSCAPE AREAS SHALL RECEIVE a OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO ® S-11 Trachelospermum jasminoides Star Jasmine 1 gallon 24'o.c. 290 +�,? �� 01
S$ S-7 3-7 -11 S$ S-7 S-9 S-7 S$ S-7 EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS
30 4 6 1 4 5 3 SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR VINES gn re a
VV 3 ■ 6 4 = TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM:(SEE MULCH NOTE BELOW) * "31-0
W ; B SE LINE ROAD a,
A V-1 Parthenocissus tr'�cuspidata Boston Ivy 5 gallon 15'o.c. Train to walVfence 37 _ � �Ifs-
■ S-a J S�qr Dag
U , 2 PLANTING NEAR ROCKSCAPE NOTE: F U F C IN
■ ■ W 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING
WAWAY FROM WALKS WALLS,CURBS AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR
Z ■ -1 S-7 S-2 T-2 S-7 S$ S-4 S-5 S$ 3-7 Q W W ROCKSCAPE,WHICH ALLOWS FOR WUBS TO BE PLANTED CLOSER,12' IN.).
J ■ 14 16 15 1 14 6 8 4 11 5 (n 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH
= FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING
SPACE 13 RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE VOR GREATER
– – – – – – – W PLANTING SPACE MAY BE PLANTED WITHIN 4'OF ROCKSCAPE,PROVIDED THAT THERE MULCH NOTE:
ry -- -a--r---- W ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE SUCH AS WALKS,WALLS OR CONTRACTOR SHALL INSTALL A 4'LAYER OF SHREDDED MULCH IN ALL
Q v. ' ; (0 CURBS). WHERE POSSIBt E„TR S SHO 1 D HAVF TH RECOMM ND D ARP ANTI SHRUB AREAS MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY
u 4 W AR ASRECOMMENDED ON THE ITY;S TRIFF LIST- WHERE PLANTING AREAS ARE EARTHWORKS ONO�p�A.190091EM8-33211OR EQUAL). SUBMIT SAMPLE
REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BEP FOR
Z FOLLOWED THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE APPROVAL.PURCHASER ENT R CITY INSPECTORS DESCRIPTION OF REVISION
o 11 �, ,. ° • ' �� it 0 47 Z PROXIMITY�OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF DATE IIAPPROVED
+ ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED
• + + V-1 J ABOVE. TREES REQUIRING A MINIMUM 2'PLANTING AREA SHOULD NOT BE PLANTED
g W = CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE CITY of RANCHO CUCAMONGA
0 VS,8 -10 S$ U TRUNK.
<
sa -,o ss T-3 s$ -„ s$ s-3 s-9 s-, -11 s-1 -„ s6 - BASE LINE ROAD L. M. D. E/O
2 4 10 1 1 12 13 5 5 3 4 9 4 10 6 j
ETIWANDA AVENUE
' SHEET KEY MAP ®1
■ N.T.S. PLANTING PLAN
Underground Service Alert LU - - - - - - ----- - - -
�_ x APPROVED BY: DATE o
SYMBOL LEGEND PLAN CROSS REFERENCES � S
`< BASE LINE RD — _ CITY ENGINEER GGI� RCE N o. 24953
Call: TOLL FREE - - - a � � � ' "�� �` � �, _�� _
TREES SHRUBS FOR NOTES AND LEGENDS, SEE THIS SHEET ��� . -. . �,. �� : �.: =�: =- r T ` ` DESIGN ARCH CAPERRA siGNTURE RECO ED
� �`iii it- �� P-a%x-� a y 5'h.'. a z� �' r s o a
/(�� FOR DETAILS, SEE SHEET L-10 LANDSCAPE ARCHITECTURE
� JH SITE PLANNING
1 -800 CALL-OUT FOR SPECIFICATIONS, s 102210221 TRADEMARKUMONGA STREET
A917 L 8
SEE SHEET L-12 DRAWN RANCHO CUCAMONGA,CA s17so SHEET
SYMBOL CALL-OUT FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 JH (909)484-28W FAX: (909)484-2802 -
422-4133 SYMBOL FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 SCALE: 1" = 20'
SIZE CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG (gal.ibox/BTF) QUANTITY QUANTITY RWK DATE 05-14-04 RLA NO. 2834 0148—L
ARCHITERRA JOB No. 024115 SHEET 3Z OF
S-3
S-11 14
T-2 25
S
T-1 12
\9 1
■ S-7 ������ o
■ 1 1 1 >t����\tom\� ' I ° o
S-7 T-2 31
S-1 14
■ S_3 S-11 19
■
3-8 S-9 18
S-7 S-8 4 �\\\\ \\\z �� ~~ ►��� �\t�� ���\� 16
■ \\�\� S-7 S-8
■ 14 1 �\\\\\`a\\ \\�
■ �\\\ ��
if
0
e \\\��� 10 10
■ -- - 1`4���CR�t'ta\�r\��.�4'�R��\\��a\\�5.��..iii\\�i\\�C�R��.\\ti\\R��'RRL'CC\\tt\\ \�.��\�\\\\\�\\\\'�� '
42
-1 L 3-83-7
LIMIT OF WORK 1 7 13 fill
O � �
W BASE LINE ROAD
m
W W
W
W
U N.A.P.
I— _J
Q W
i Cn
PLANT LEGEND
SYMBOL
CALL OUT BOTANICAL NAME COMMON NAME SIZE SPACING MMMENTS QI�L
TREES
OT-1 Liquiidambar styracillua'Festival' American Sweet Gum 15 gallon 25'o.c. Standard 4
OT-2 Magnolia grandita'Samuel Sommer Samuel Sommer Magnolia 15 gallon 30'o.c. Standard 8
OT-3 Pinus canariensis Canary Island Pine 15 gallon 25'o.c. Standard 0
0 T-4 Quercus coccinea Red Oak 24"box 40'o.c. Standard 0
SHRUBS
Q+ 3-1 Abelia x grandifkxa'Edward Goucher Glossy Abeliia 5 gallon 48"o.c. 44
■ ® 3-2 Agapanthus'Peter Pan' Dwarf Lily-of-the-Nile 1 gallon 18'o.c. 144
■
■ Uo 3-3 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 73
oo
■ ■ O 3-4 Hemerocalliis hybrids(Yellow) Daylily 1 gallon 24"o.c. 62
■
S-11 �. ■ S-1 T-2 3-9 T-1 3-7 ; ® S-5 Lantana montevidensis Trailing Lantana 1 gallon 72"o.c. 0
75 ■ 25 1 10 1 1 19 ■
Q S-6 Nand'ma domestica Heavenly Bamboo 5 gallon 30"o.c. 74
3-3 30 ■ I M IT WO ■ g 3-7 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 150
\\ ■
89 ti ■ ® S-8 Phormium tenax'Bronze Baby Bronze Baby Flax 5 gallon 36"o.c. 38
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 {- f 1- F �- + „ , W
\ `1`\��\\ "\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\'\\\\\\y\\\\\\\\\\\\\\\\\�\\\\\\\\\\v\�► _ _ J S-9 Rhaphiolepis indica'Ballerina' Rhaphiolepis 5 Balton 36”o.c. 36
S-8'`
' ? S-10 ROSmarinus officinalis'Tuscan Blue' Upright Rosemary 5 gallon 72"o.c. 0 �Np SC q pF
3 �
z I M IT O S-11 S.7 3-8 Q ® S-11 Trachelospermum jasminoides Star Jasmine 1 gallon 24"o.c. 262 y wj�a° 9�y
_ 58 15 2 �' ■ Co 0 �
s•, a
BASE LINE ROAD W W VINES * ,�, re
Q i V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15 o.c. Train to walVlence 26
to
IN W qTF `�o�
■ � � z 0 F CAL
LIMIT OF WORK
Q _ _ - _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _
_. �_ . . . .d _.. _ ,. ,._ W... . '9. _ _ . _ _._�._ ca PLANTING NEAR ROCKSCAPE NOTE:
W t■ Q 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING
�1\\\\\\\\\1\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\l\.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1\\\\\\\\\\\\\\\\\\\\\\\`\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\`�\\\ ■ AWAY FROM WALKS WALLS,CURBS AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR
�,tiLIMIT OF WORK _ Z ■ ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12'MIN.).
U) ■ 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH
■ `` _ _ _ _ v
■ FROM WALKS WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING
SPACE IS RESTRICTIVE TREES WHICH WOULD OTHERWISE REQUIRE 8'OR GREATER DESCRIPTION O F R E V I S I O N
ti�a � t■ PLANTING SPACE MAY kPLANTED WITHIN 4'OF ROCKSCAPE,PROVIDED THAT THERE DATE APPROVE
■ ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS WALKS,WALLS,OR
CURBS). WHERE SSIB TREES SHOULD HAVE THF RECOMMENDED CLEAR PLANTING
��?`� ' ■ AR ASR ND DON TH ITY'S TRFF LIST. WHERE PLANTING AREAS ARE CITY of RANCHO CUCAMONGA
W \\\\\\\\\\\\\\\ \\� ■
REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE
I FOLLOWED,THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE
PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF
ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED BASE LINE ROAD L. M. D. E/O
ABOVE. TREES REQUIRING A MINIMUM 2'PLANTING AREA SHOULD NOT BE PLANTED
CLOSER THAN 11,JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE
MULCH NOTE:
TRUNK. ETIWANDA AVENUE
CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL SHEET KEY MAP
SHRUB AREAS,MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY
EARTHWORKS H SENORCO,AND CA.(909) MEET 1 (OR EQUAL). SUBMIT SAMPLE PLANTING PLAN
SYMBOL LEGEND PRIOR TO PURCHASE ANDroR PLACEMENT FOR CITY INSPECTOR'S N.T.S.
Underground Service Alert APPROVAL. —J a —
APPROVED BY: DATE: -v
0
ao TREES SHRUBS PLAN CROSS REFERENCES ° r BASE LINE RD CITY ENGINEER RCE No. 24953
Call TOLL FREE 3
CALL-OUT ; DESIGN ARCHITERRA SIGN GROUP REC
JWDED
FOR NOTES AND LEGENDS, SEE SHEET L-8 JH LANDSCAPE ARCHITECTURE
1 -840 SYMBOL CALL-OUT SITE PLANNING
fpl SYMBOL FOR DETAILS, SEE SHEET L-10 : 10221-A TRADEMARK STREET
SIZE FOR SPECIFICATIONS, SEE SHEET L-12
DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
422-4133 (galJbax/BTF) QUANTITY QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3
JH/MPH (909)484-2800 FAX: (909)4842802 L_9
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 SCALE: 1" - 20' CHECKED DRAWING NO.
RWK DATE 05-14-04 RLA No 2834 l q c18 --L
ARCHITERRA JOB No. 0240-5 SHEET :3 A OF
N
NOTES:
NE HALF OF SPACING
1.REMOVE NURSERY STAKES
RLIMIT OF PLANTER AREA UIREMEN
2.STAKES TO BE PLUMB AND W E
PARALLEL. /�•
>t.STAKE TREE PERPENDICULAR \ V
TO PREVAILING WIND.
N QQ �.� 10''v vv xjv
�v W E c* TOP TIE TO BE PLACED AS LOW tis
U� AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD
Ur
OF TREE WHERE SPECIES GROWTH TIGHTLY COMPACTED 3'BERM TO FORM01 vv
i ALLOW FOR WIND FLEXING OF THE TREE S QPM BUT NOT SO LOW AS TO LOSE SUPPORT HABITPEAIMT3. y DEPRESSED WATERING BASIN. TOP E INISHLLTOEXTEND2
OR ALLOW THE HEAD TO DROP MAIN TRUNK
w cr (Z1 TOP OF ROOTBALL TO 4'WOOD CHIP MULCH. ORIGINAL GRADE \./ ABOVE FINISH GRADE
TOP OF STAKES BELOW a SPACED 24'APARTTATTACH FINISH GRADE EXTEND 2' VE GREATER THAN 3 QWAtETFA JP
NATIVE BACKFILL WITH NO ROCKS
HEAD IE TREE WHERE W1 GALVANIZED SCREWS TO 3'
g MA ME RUNK GROWTH HABIT PERMITS. 1 r MAXIMUM— LODGE POLES. PLACE TO FORM WATERING BASIN
3 BERM TIGHTLY COMPACTED 1N
�j)SETS OF CINCH TIES SPACED 24' 2'DIA.LODGE POLE PINE STAKES QUA
APART,ATTACH WITH GALVANIZED TOP OF ROOTBALL TO EXTEND
SCREWS TO V LODGE POLE& r ABOVE FINISH GRADE WITH WOOD PRESERVATIVE STAIN,
DRIVE A ANN.OF W INTO UN-
2'DIA LODGE POLE PINE STAKES DISTURBED SOIL AND POSITION
WITH WOOD PRESERVATIVE STAIN, ORIGINAL GRA STAKES OUTSIDE ROOTBALL
DRIVE A MINIMUM OF Y INTO 3'BERMTKiHTLY COMPACTED
UNDISTURBED S0OANDPOSITION INPLACETOFORMWATERINO ROOT BALL
STAKES OUTSIDE Root BALL. BASIN.LOCATEDOUTSIDEOF ROOT BALNow L
ARBOR GUARD IN TURF AREAS AND NT PIT.
FRONT YARD&. PLANT PIT TO BE(2'TIMES THE NOTE.
TOP OF ROOTBALL TO EXTEND 2' PLANT PIT TO BE(2)TIMES THE WIDTH OF THE ROOT BALL
ABOVE FINISH GRADE. WIDTH OF THE ROOT BALL. 1.ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
TIGHTLY COMPACTED r BERM TO FORM NATIVE BACKFILL WITH SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON
WATERING BASIN FOR RESIDENT IAL AND NO ROCKS GREATER PLANS. SEE LEGEND FOR SPACING REQUIREMENTS.
GROUND COVER INSTALLATION&LOCATE THAN 3'DIAh1ElER
OUTSIDE OF PLANT PIT.BERMS IN TURF
AREAS TO BE REMOVED PRIOR TO CITY 2 WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR
ACCEPTANCE. PLANT PIT TO BE(4 A SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER
TIMES THE WIDTH OF /F NATIVE BACKFILL WITH NO SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
THE FOOTBALL ROCKS GREATER THAN 3' FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS,
DIAMETER.
UNDISTURBED NATIVE SOIL. 3,SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
UNDISTURBED NATIVE SOIL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE
LEGEND ARE ESTIMATES ONLY.
OOT BA UNDISTURBED NATIVE SO . NOTES:
NATIVE BACKFILL WITH NO NOTES:
ROCKS GREATER THAN r DIAr 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE
OF ROOT BALL.DO NOT CRACK ROOT BALL. OF ROOT BALL.00 NOTCRACI(R00T BALL.
NATIVE SOIL UNDISTURBED NOTES:
1.REMOVE NURSERY STAKES
ITWICE RooT RAI L wIDTN 2 STAKES TO BE PLUMBA PARALLEL.
r 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND.
s TREE PLANTING _ TREE PLANTING ON SLOPE SHRUB PLANTING SHRUB PLANTING ON SLOPE SHRUB SPACING
s
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
4'OF COMPACTED WOOD CHIP ,r'\�f/ IiIJ
�RT MULCH. �
CU (CONCRETE HEADER, I `A
CURBB&d GUTTER,SIDEWALK,ETC.) FINISH SOIL GRADE WI�� `t{��� 7i
SHOVEL CUT EDGE COMPACTED ` ,` JY t
NATIVE SOIL l� \\•I1' /. Y/ I//`
/ � /�i_
Fr, I
LW
//�� _
NOTES:
I. PRIOR TO PURCHASEIPLACEMENT OF THE MULCH,THE CONTRACTOR SHALL A
SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND L
INTO EDGES AT GROUND COVER AREAS.
3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. Q Y�II�
4
4. PLACE NO MULCH WITHIN A 6'RADIUS OF THE CROWN OF A WOODY PLANT. \�(�/\
/alt
Q r,
TYP.6m CONCRETE it AIU /
HEADER
MULCH LAYER
SCALE: N.T.S.
i�• �Np SC A pF
BASE LINE RD PLANTER COBBLE BASE LINE ROAD PLANTER COBBLE 4' eLANTE BLE PLANTER WALL FOOTING j to 0
SIDEWALK NOT IN PUBLIC RNV
alu
MIDIAN ISLAND * 7-
Telo
%b
��►
Date a�Q
�rF �
SECTION A-A OF C pX`��Q
SCALE: N.T.S.
DESCRIPTION OF REVISION
DATE I,pp,,,,
CITY of RANCHO CUCAMONGA
BASE LINE ROAD L. M. D. E/O
ETIWANDA AVENUE
PLANTING DETAILS
APPROVED BY: // DATE: J111,1565—
CITY ENGINEER /�[/�/,,e &aA R C E No. 24,953
DESIGN ARCHITERRA DESIGN GROUP REC NDED
JH LANDSCAPE ARCHITECTURE
SITE PLANNING
DRAWN 10221-A TRADEMARK STREET SHEET
RANCHO CUCAMONGA,CA 91730 L„ O
JH (909)4842800 FAX: (909)4842802
CHECKED DRAWING NO.
RWK DATE 2-24-05 RLA NO. 2834 0148-L.r
ARCHITERRA JOB No. 0240-5 SHEET 3�-OF
SPRINKLER IRRIGATION SPECIFICATIONS Z. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x 11"rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or
e. NSF(National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the
PART 1 -GF.NFRAi_ 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to
and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be
1.0 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material " " accomplished before an round cover is planted.
g S. Use 10 x 10-1/4 round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks P� Y g
1 4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No. 910-12B and/or concrete is necessary,it shall be done and replaced by the
A. Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be
necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements.
Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.0 MAINTENANCE
B. Standards: All work and materials shall comply with governing codes,safety 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the 7
orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius) of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a
the Standard Specifications For Public Works Construction(Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven (7)days prior to any planting.
edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions.
sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the
1.0 QUALITY ASSURANCE&REQUIREMENTS mils. 3. Pipe shall be made from NSF approved,Type I,Grade II PVC 2. Spray heads shall have a screw adjustment. operation period.
2 compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is
A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a 3.0 CLEAN-UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. g
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2,and 3 of this section (2.01B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition.
Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01B of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective
three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.0 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work,perform such work in 9
and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga.
rules, regulations,or requirements of the same. However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding
Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460 methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the
construction of a better quality,higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as
required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur.
Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal
provide 1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.1 SITE OBSERVATION SCHEDULE
D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals,
P provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light 0
the City's maintenance personnel with instructions for major Z. Fittings wrought copper, solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho
I. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to
offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions rendered. 16%zinc,24%cadmium,solidus at 1125°F,and liquidus at 1145°F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply 1. Pre-Job Conference-7 days
affecting all of his work and plan his work accordingly,furnished
to the controller housing. All power within the housing shall be E Line Clearance:
such fittings,etc.,as may be required to meet such conditions. E Equipment to be Furnished F. GateValves: properly phased.
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6) inches from each 2. Pressure supply line installation- 24 hours
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(1 1/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (12) inches from lines of other trades,with the
conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring (station valves,master exception of the control wire sleeve(s)which shall be installed 3. Lateral line and sprinkler installation- 24 hours
features. a Two(2) sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve common central control). adjacent to pressure supply line. Parallel lines shall not be installed
disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation- 24 hours
2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T 585-70-66 or approved equal. Q Miscellaneous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation-24 hours
specifications. C. Two(2) keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous
d. One(1) quick coupler key and matching hose swivel for 2. Resilient"'edge Gate Valve (2"and larger) irrigation equipment per
3. The Contractor shall not willfullyinstall the irrigation s stem as every five(5)or fraction thereof of each type of quick 1. Install as r manufacturer's instructions. Remote control valves shall 6. Pressure supply line and later line testing-48 ours
' y be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hours
obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut approved equal.
exist that might not have been considered in engineering. Such Z. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller. 8. Final observation-7 days
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur,
g supplied by Watts or approved equal. PART 3-FJtE('UT[ON B. When observations have been conducted other than the City of Rancho
City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be
performed,the Contractor shall assume full responsibilityfor an City of Rancho Cucamonga Cucamonga,show evidence in writing of when and by whom these
Y 3.0 OBSERVATION OF SITE CONDITIONS provided by the Contractor.
revision necessary. 1.0 PRODUCT DELIVERY,STORAGE AND HANDLING G. Quick Coupling Valves 1 observations were made.
A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union C. No site observations will commence without"As-Built"record drawings. The
1.0 SUBMITTALS 4 1. Q.rick coupling valves shall have a brass,two iece body designed for g
A. Handling of PVC i and fittings: The Contractor is cautioned to exercise g P Y g all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. contractor shall not call for a site visit without"As-Built"record drawings,
3 g p g ' working pressure of 150 P.S.L. prior to proceeding with work under this Section. without completing previously noted corrections or without preparing the
A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All P g P Y � P P g
H. Remote Control Valves stem for said visit.
PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. ick coupling valve shall be operable with a quick coupler key. Ke
lie flat so as not to subject it to under bending or a concentrated external load � P g pera q P Y• Y B. Exercise extreme Gaze in excavating and working near existing utilities. The
1. The Contractor shall furnish the articles,equipment,materials,or j g size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow
processes specified by name in the Drawings and Specifications. No at any point Any section of pipe that has been dented or damaged will be
his operations or neglect Check existing utilities drawings for existing utility r least twelve( al inches between adjacent valve boxes Install each
substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box. CONCRETE SPECIFICATIONS
City of Rancho Cucamonga.
1.0 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe, so there shall be I. Flushing of System: PART i GENERAT.
2. Complete material list shall be submitted prior to performing any 5 irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting
work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do 1.0 Description
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed connected,all necessary diversion work has been completed,and
is a guide to proper submittal format: for approvalY P D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be 1 For concrete information refer to the Standard Specifications for Public Works
screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to
#100B or approved equal. Sections 4,201,303,and 400,as well as any other sections related to the installation,
Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. 2. Sprinkler heads shall be installed only after flushing of the system rand post installation of concrete work materials,labor,and clean-up. The
Use a separate sheet of paper for each item to be submitted 3. All pressure main line piping between the point of connection and 3.0 PREPARATION has been accomplished to the complete satisfaction of the city of po p
1 Backflow Preventer Febco 825-Y-B 2 Standard Specifications for Public Works Construction is available from:
the backflow preventer shall be installed as required by local code. Rancho Cucamonga.
V 2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to A Physical layout: t
2 Automatic Controller Calsense Eft-24-DR charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads: BI Building News
construction. Submit shop drawing for approval 1. Prior to installation,the Contractor shall size stake out all pressure P 3055 Overland Avenue
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines,routing and location of sprinkler heads. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler Los Angeles,CA 90034
approved. I. Check Valves
4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to thosto
e e be installed in this work shall be equivalent in all respects ( 1 )
itemized. 202-7775
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. 1.0 Scope
Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the 2
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V-51D,Class A, B. "later Supply: P g Furnish and install all concrete work complete as indicated on the drawings or as
boxes,etc. No copies of manufacturer's literature(catalog cuts)are Drawings. In no case shall the spacing exceed the maximum specified,including,but not limited to the following:
required as submittal information. 1.0 GUARANTEE Type IV 1. The irrigation system shall be connected to water supply point(s) of recommended by the manufacturer.
6 2. Anti-drain valves shall be of heavy du virgin PVC construction with connection as indicated on the Drawings A. Furnish and set all reinforcing steel,bolts,and anchors.
3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the ty g 3.0 TEMPORARY REPAIRS
Eq P P � PP g g Y F.I.P. thread inlet and outlet Internal parts shall be stainless steel 4
The City reserves the right to make temporary repairs as necessary to keep the
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. 7 g Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s) shown on B. install all items required by other trades which are to be cast into concrete.
may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes sprinkler system equipment in operating condition. The exercise of this right by the
expense. irrigation system. the Valcon"ADV"or approved equal. caused by actual site conditions. City shall not relieve the Contractor of his responsibilities under the terms of the C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where
applicable.
Electrical 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Supply: guarantee as herein specified.
product or products apparently meet the requirements of the maintenance manual. 1.0 Protection
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 3.0 EXISTING TREES
1. Electrical connections for any and all automatic controllers shall be 3
samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the 5 All finished concrete work shall be barricaded to pedestrian traffic for three (3) days.
Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all
shall contain the following information: burial copper wire ANTG-U.F. 600 volt. Control wiring installed in Drawings. Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,
possible care to avoid injury to trees and tree roots. Excavation in areas where two place and remove all of his own barricades. Contractor shall be responsible for any
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW (2) inch and larger roots occur shall be done by hand. All roots two(2) inches and
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on damage to new construction and replacement or repair of the work shall be made
supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly d the path of pipe v conduit, shall be tunneled without added cost to the City.
b actual site conditions. raider and shall be heavily wrapped with burlap to prevent scarring or excessive
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with Y drying. Where a ditching machine is run close to trees having roots smaller than two
B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart In no case shall (2) inches in diameter,the wall of the trench adjacent to the tree shall be hand 1.0 Clean-up
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than #14. 3.0 INSTALLATION 4
trimmed,making clean cuts through. Roots one(1) inch and larger in diameter shall Upon completion of all concrete work and before final acceptance,the Contractor shall
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted We agree to repair or replace any defects in material or 3 be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be remove all tools,surplus materials,apparatus,debris,etc.from the site and the site
set of blueline ozalid prints which shall be corrected daily,showing workmanshi which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: P PP"
P y' g P y P g P� Y g Py g closed within twenty-four(24) hours;and where this is not possible,the side of the shall be left in a clean,neat condition acceptable to the City.
every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. trench adjacent to the tree shall be kept shaded with burlap or canvas.
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of 1 p SC q pe
purpose may be obtained from the City of Rancho Cucamonga at cost repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1) wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow 3.0 FIELD QUALITY CONTROL p Vtr yy q9
This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen (15) feet. layout indicated on the Drawings and as noted. �o,
as a record set. replacements within a reasonable time after receipt of written notice from the City,we 6 5 e y
A. Adjustment of the System: '_ � �
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all w Q _ (P r"
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demi d. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. v w cr
1. The Contractor shall flush and adjust all sprinkler heads for D T A
drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of optimum performance anP P y overs ra d to prevent onto walks, at e
work as actually installed. For example,should a piece of equipment PROJECT: repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all 4
roadways,and buildings as much as possible. ,�
be installed in a Iocation that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3) inches or larger in diameter. 17' ' 5t0
ne
must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. 2. If it is determined that adjustments in the irrigation equipment will d'j. Date a�Q
manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen(1 8) inches cover for all pressure ,� Q
irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 1/2") inches or smaller provide proper and more adequate coverage,the Contractor shall jF ��
g g � P P g make such adjustments prior to planting. Adjustments may also OF CN
then be transferred to the original record drawing plan at the proper Packs, Rainbird Snap-Tate wire connectors.,or approved equal Make include changes in nozzle sizes and degrees of arc as required.
time. ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(1 2) inches for all non-pressure
lines.
3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Lowering raised sprinkler heads by the Contractor shall be
all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (18) inches for all control accomplished within ten(10) days after notification by the City.
similar mylar material. Arrangements shall be made through the city PART 2-PRODUCTS Rancho Cucamonga. wiring.
for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades
shall be in waterproof India ink and applied to the mylar by a 2.0 MATERIALS K. Automatic Controller. 7. Refer to City Standard 120 "Trench Repair"when within City streets unless otherwise designated on the Drawings.
technical pen made expressly for use on mylar material Such pen 1 susceptible to traffic loads.
shall be similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s) shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure. DESCRIPTION O F REVISION
readable even on the final controller chart(see Section Q. The DATE APPROVED
original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of Irrigation System:
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated CITY o f RANCHO C NGA
controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor shall request the presence of the City of Rancho
315 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing.
4. The Contractor shall dimension from two(2) permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per
intersections,etc.,the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. BASE LINE ROAD L. M. D. E/O
pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas,humps or other surface irregularities.
a Connection to existing water lines. 22-70,with an appropriate standard dimension(S.D.R) (Solvent-weld Note: Testing of pressure main lines shall occur prior to ET I WA N DA AVENUE
b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves.
c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2) inch in size will be
d.Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic '
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior
e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City to paving. IRRIGATION & CONSTRUCTION SPECIFICATIONS
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga
g. Q}iick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six(6) hours. If leaks
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, develop,replace joints and repeat test until entire system is proven APPROVED BY: DATE: J / `j
21-70 sprinkler heads,Lawn,planting,or other construction are necessary,
I. Other related equipment as directed by the City of Rancho M. Control Valve Boxes the Contractor shall make all required adjustments without cost to the watertight. pn'
Cucamonga. city. CITY ENGINEER f-ocu 7, RCE No. 24953
5. PVC solvent-weld fittings shall be Schedule 40, I1-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries 5. All hydrostatic tests shall be made only in the presence of the
5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga No pipe shall DESIGN ARCHITERRA DESIGN GROUP RE� NDED
shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six(6) inches. C. Trenching and Backfill Under Paving: be backfilled until it has been observed,tested,and approved in
Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC sotvent-weld pipe abd fittings writing. JAF LANDSCAPE ARCHITECTURE
g ry P shall be of and installation methods prescribed b the 2 " " " 1. Trenches located under areas where paving,asphaltic concrete,or SITE PLANNING
Contractor of the responsibility of furnishing required information type P Y Use 9-1/2 x 16 x 11 rectangular box for all electric control valves. 10221-A TRADEMARK STREET
that may be omitted from the prints. manufacturer. Carson Industries# 1419-128 with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four 6. Furnish necessary force pump and all other test equipment DRAWN RANCHO CUCAMONGA,CA 91730 SHEET L-11
equal. (4) inches below the pipe and six (6) inches above the pipe) and
C. Controller Charts 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical JAF (909)4842800 FAX: (909)4842802
tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed,perform a coverage test in
3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick P g P P g P the presence of the City of Rancho Cucamonga to determine if the CHECKED DRAWING NO.
a Manufacturer's name the compaction of the existing adjacent undisturbed soil and shall be
1. As-bunts drawings shall be approved by the City of Rancho coupling valves. Carson Industries#608-12 with green flex-lock water coverage for planting areas is complete and adequate. Furnish Q
Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct any RWK DATE 05-14-04 RLA NO. 28`34 `-�-- _
C. Schedule or class
ARCHITERRA JOB No. 0240- .. OF
PLANTING SPECEnCATIONS
PART 1 -GENERAi. PART 2 -EXECUTION
C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.0 Responsibility and Coordination:
1.0 Scope of Work 2.0 Protection: good horticulture practices and shall be of the size and caliper normally 4
1 associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers
Contractor shall provide all materials tabor and 1 Keep all plant material delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public.
p equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the Landscape Architect or City.
necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed
implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for
until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application.
1,0 Standards: accepted and will be replaced at Contractor's expense.
2 2.0 Installation: 6.0 Non-Selective Herbicides:
All work and materials shall comply with governing codes,safety orders, standards, 2 _
and regulations,and meet the minimum requirements of the Standard Specifications E Sizes of Plants -Shall be as stated on the Plan. Container stock(1-gallon,5 S
1 Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one (1) Non-selective contact herbicide and/or non-selective systemic herbicides(as
For Public Works Construction(Green Book) latest edition. and approved b the Landscape Architect and Ci prior to lantin recommended by the Pest Control Advisor)
pP Y pe City P � planting. year,but not over two(2)years.
1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. S b-t,� itutionc -Substitutions for indicated plant material will be permitted 6.0 Selective Herbicides:
A. All Contractors performing Site Development work,must be licensed in shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and 6 Selective pre-emergent herbicides compatible with seed mixtures(as recommended by
accordance with the laws of the State of California Native,On-Site Soil with rock no greater than 3"in diameter are made at no additional cost to the City. Except for authorized variations, the Pest Control Advisor)
all substitute plant materials shall conform to the requirements of these
B. Contractor shall provide the Landscape Architect and the City with a list of Gro Power Plus,5-3-1 15 lbs/cy specifications. 6.0 Weed Eradication:Iron Sulfate 2 lbs/cy
Subcontractors and Material Suppliers expected to be employed during the 7
course of construction. G. Plants Not Approved - Plants not approved are to be removed from site
(To be used for bidding purposes only,verify with Agronomic Soils Test) If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in
immediately and replaced with suitable plants. The City reserves the right to
C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest
Control Advisor's recommendations.
Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment.
amount of insurance shall be determined by City. H. Stake all trees,as per details immediately after planting to prevent wind A. Prior to the installation of the irrigation system remove and clear all weeds
damage. and deleterious materials from planting areas.
Prior to installation of turf and ground cover,remove water basins from around trees P g
D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. 1. Plant trees that are to be located in lawn or ground cover areas after finish
Landscape Architect and City to give starting and completion dates Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shall also supply the Landscape Architect and City with the name PART 3-SOIL PREPARATION AND FINISH GRADING grades are first established and allow at least 7 calendar days prior to I"-2"below the surface of the soil. Physically remove all weeds from the site.
and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering
3.0 Scope of Work: of trees. All planting holes shall be excavated as defined on appropriate PART 7-LANDSCAPE AiNTENANCH
1.0 Responsibilities and Coordination: 1
4 A. Provide all materials and equipment,and perform all work necessary for and 7.0 Scope of Work
A. Permits: The Contractor shall obtain and pay for all permits and inspections i I f 4.0 Soil Amendments
required by governing authorities for the work to be performed. incidental to the soil preparation and finish grading of all planting and lawn 3 1
areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing
B. Existing Conditions The Contractor shall verify all conditions and specifications. all maintenance requirements as reasonably implied or as delineated in the
40 Trees Stakes: specifications including,but not limited to the following:
dimensions shown on the plans at the site prior to commencement of any B. Furnishing, .
placement and grading,of topsoil for backfilling of planters if
work under this contract. The Contractor shall verify the location and depth required. 4 Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas.
of all underground utilities prior to start of work. Keep planted areas free of weeds and debris.
C. Cleaning and finish grading of planters areas and planting areas. further information. Prune trees and shrubs.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred PART S-GROUND COVER AND BEDDING Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gas as required 3.0 Topsoil Irrigation.
by him for the construction of the project Temporary services shall be 2 Insecticide spraying.
coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as`acceptable'under`Site Grading'specification. 5.0 Scope of Work:
1 7.0 Fertilizers:
D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and
establishingall surveys,reference points and elevations required b him,and incidental to installing all ground cover and bedding plants,as shown on plans,as
Y , 1�� req Y shall be sandy textured. Silt plus clay content of this soil shall be no greater A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8
shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 reasonably implied,or delineated in the specifications. Gro-Power Controlled Release Nitrogen,as designated herein,or approved
part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro
E Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio SAR shall not exceed 3.0 millimohos 5.0 Bedding Plants:
rp ' ( ) per centimeter at 25 C. Power(909)
detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be 2 393-3744.
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory, Perennials and Annuals: Provide healthy container grown plants from a recognized o
g g ry,approved by the project B. Ammonium Sulfate: Granular form containing not less than 21/o nitrogen and
City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State
to City for approval. Soil test to include analysis and recommendations. Department of Agriculture in compliance with Article 2 -"Fertilizer Materials,"
1.0 Defective and Unauthorized Work 5.0 Ground Cover.
Section 1030 of the Agricultural Code.
5 3.0 Soil Amendments: 3
Ground Cove
Gro
All work which is determined by inspection to be defective in its construction or ur. Provide ground cover of the species shown on plans. Ground cover
3 7.0 General:
deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers. 3
or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting.
acceptable to the Landscape Architect and City. 5.0 Mulch:
3.0 Soil Preparation: 4
Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed
1.0 Inspections: 4
6 All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance
The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and fine grading completed,prior to rototilling and nor to soil 5.0 Coordination: of total project. Replace any dead or dying plants as directed by the Landscape
and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work. g g p p g p 5 Architect and City representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for
the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain
tilling or cross ripping to a depth of 12". All rock and debris more than 2"in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off
Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from
Drain lines and Catch Basins. which all rock and debris more than 1"in diameter shall be removed. maintenance and equipment and/or maintenance personnel,shall be
Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of
Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs
Plant Material (delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written
Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area: 5.0 Installation: permission from the City.
- 7 Days. 6
Final Inspection(after maintenance period) -7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating
200 lbs.of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days.
The contractor shall arrange a Preconstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize
Architect and City a minimum of seven(7) days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when the Contractor may elect to remove such concentrations of weeds manually or by an
bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program.
1.0 Guaranties: specifications were developed to the time the actual soil conditioning take place.
7 Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance
A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4"la)er of mulch material shall be spread over the entire program and as may become necessary thereafter by an approved method of
shall be guaranteed from date of final acceptance of landscape construction planter area after grade is established. Watering shall begin immediately after pest control to keep all plants and planted areas free of insects and disease.
approved Agronomic soils testing laboratory approved by the project landscape � � p p
for nods as follows mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control 0 SC q p
1?e • Architect and City. Copies of the soil test to be provided during the Pre-construction t;1 p
Trees 24"box&larger 1 year job conference. shall include Gopher 5.0 Protection: p control. �� �u X90.-4,-
Trees 15 gal.&smaller 1 year 3.0 Finish Grading: 7 D. Pruning: Prune all plants as designated and directed by Landscape Architect, �`'� d @�
Shrubs All sizes 120 days 5 Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or lerCP M
Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program. n
Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after a re
Lawn(sod) 120 days settlement at the end of the project maintenance period. PART 6-WEED ARATEMFNT Remove trash weekly. Ede round cover to keep in bounds and trim to
Y p 7 I� Y• g g p� p .* -31r *.
Lawn(seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate new aSSS
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.0 Scope of Work gophers and moles;repair damage. d'j� Date
Guarantees begin after the project acceptance by City and at the end of the grade change. 1
180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PRT 8-ACCEPTANCE OF PROJECT r� OF C Ati���Q
all materials which have died within the time span stated above,at no cost 3.0 Coordination: on plans,as reasonably implied,and as delineated in the specifications.
and within 5 days from receiving written notice from the Landscape Architect 6 8.0 General:
or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.0 Qpality Assurance: 1
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement 2 Upon completion of installation,a maintenance period of a minimum of 180 days for
landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The
California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written
B. Construction Materials: The contractor shall guarantee all workmanship and PART 4-TREFS AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector.
materials for all site development,for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and
acceptance of project. 4.0 Scope of Work B. All materials and methods must conform to Federal,State,and Local establishment.
I Regulations.
1.0 Material and Labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first
8 shown on plans,as reasonably implied and as delineated in the specifications. 6.0 Submittal: after all plantings have been completely installed in order to approve the
Upon completion of the work,the Contractor shall present to the City,signed copies of 3 beginning of the establishment period,and the second at the end of the DESCRIPTION OF REVISION
all labor and materials releases for all work performed under Site Development. 4.0 Products establishment period. If plantings are not acceptable at the end of the 180 DATE APPROVED
2 the Landscape Contractor shall day period,due to defective maintenance, then continue establishment until
Prior to the installation of any weed control materials, > CITY o f RANCHO C NGA
1.0 Disposal and Clean-up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved.
9 Plant Names"established by the American joint Committee on Horticulture. submit to the Landscape edfoect e in a list of the weed control materials and
Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is quantities per acre intended for use in controlling the weed types prevalent and B. At termination of establishment period all plant material shall be live,
soil material),trash and debris generated or encountered during the course of followed. expected is the site, s supplied ac the Pest Control Advisor. Pest Control Advisor healthy,undamaged,and free of infestation. Inferior plantings shall be
shall furnish the Landscape Contractor and landscape Architect and City data to
landscape construction,and legally dispose of it. During the course of the work, replaced and brought to a satisfactory condition before final acceptance of BASE LINE ROAD L. M. D. E/O
demonstrate the compatibility of the weed control materials and methods with the
remove surplus materials from the site and leave premises in a neat and clean B. Condition -Plants shall be symmetrical,typical for variety and species,sound, work will be made. All areas shall be neatly raked and free of weeds.
condition. Clean u and remove all remaining debris and surplus materials upon intended planting and seed varieties present.
p g rp po healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall
completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the ET I WA N DA AVENUE
upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no
case shall trees be topped.
PLANTING SPECIFICATIONS
APPROVED BY. DATE : Y/-5/615'
CITY ENGINEER R C E N o. 24953
61
DESIGN ARCHITERRA DESIGN GROUP RE DED
JAF LANDSCAPE ARCHITECTURE
SITE PLANNING
DRAWN 10221-A TRADEMARK STREET SHEET
RANCHO CUCAMONGA,CA 91730 L-12
JAF (909)484-2800 FAX: (909)4842802
CHECKED DRAWING NO.
RWK DATE 05-15-04 RLA NO. 2834 1 1? [1 8-L
ARCHITERRA JOB No. 0240-5 SHEET OF