HomeMy WebLinkAbout1878-L ,_.
DEVELOPER/OWNER
L -
NDAPEAR
H IC IFCUAARLPLNS CITY OF RANCHO CUCAMONGA
10500 Civic Center Drive
P. O. Box 807
Rancho Cucamonga, CA 91729
S/S 19TH STRFET E/O ARCHIBALD AVF (909) 477-2849
Attn: Mr Jerry Dyer
Tj��D HEF111111111M �C) SA AVE Associate Engineer
GENERAL FUND SITE E- 15 ADDITION
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 10. CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON L-1 TITLE SHEET
PROJECT SITE AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION THE PLANS.
OF THE LANDSCAPE ARCHITECT AND THE CITY.
- 11. FO[I OWING
TREES SHALL BE INSTALLED PER THE L-2 CONSTRUCTION PLAN - 19TH STREET
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY FOLLOWING CRITERIA:
ENGINEER PRIOR TO COMMENCING ANY WORK. 1,-3 CONSTRUCTION PLAN - 19TH STREET
A. PLANT IN ACCORDANCE WITH DETAILS HEREON.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY
19TH STREET STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC B. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, SOIL L-`t CONSTRUCTION PLAN - HERMOSA AVE
w w WORKS CONSTRUCTION, 1994 EDITION AND 1995 SUPPLEMENT. AMENDMENTS SHALL BE ADDED AS CAL LED FOR IN THE SOIL
z 0 ANALYSIS, PREPARED BY SOIL AND PLANT LABORATORY. INC.
w Cl) 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR AVAILABLE FROM THE CITY. L—� CONSTRUCTION DETAILS
Q > WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY
mow AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW AND C. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND L-6 IRRIGATION PLAN - 19TH STREET
01< MIGNONETTE THE SPECIFICATIONS. ACCEPTANCE BY THE ENGINEERING DIVISION.
S,EtEET L-7 IRRIGATION PLAN - 19TH STREET
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION
Cr WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE 12. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
ALERT AT 1-800-2T7-2600 TWO WORKING DAYS PRIOR TO L-8 IRRIGATION PLAN - HERMOSA AVE
CONSTRUCTION. A. SAN GABRIEL VALLEY MUNICIPAL.WATER DIST. (818)969-7911
BASELINE ROAD JAMES FREI
6. THE SOILS ANALYSIS PREPARED BY SOIL AND PLANT LABORATORY, L-9 IRRIGATION DETAILS
INC. AVAILABLE FROM THE CITY AND ALL RECOMMENDATIONS FROM B. GENERAL TELEPHONE (800)483-5000
SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN L-1 O PLANTING PLAN - 19TH STREET
z ON THE PLANS. C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200
w
Q 7. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591 L-11 PLANTING PLAN - 19TH STREET
<SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE 9641 SAN BERNARDINO ROAD
O
INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, PERIOD OF RANCHO CUCAMONGA. CA 91730 L-12 PLANTING PLAN - HERMOSA AVE
60 DAYS SHALL COMMENCE. SAID MAINTENANCE PERIOD SHALL
w CONCLUDE ONLY AFTER VERIFICATION OF OVERALL PLANT HEALTH E. METROPOLITAN WATER DISTRICT (909) 593-7474
FOOTHILL BLVD. BY THE CITY INSPECTOR. MAINTENANCE SHALL INCLUDE MOWING, L-1 � PLANTING DETAILS
WEEDING, IRRIGATION. PRUNING. RAISING TREE ROOT BALLS WHICH F. COMCAST (909) 390-4738
SETTLE BELOW GRADE, FERTILIZING,AND APPLYING SUCH SPRAYS DUPONT ST.
ASARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE (PORTION OF RED HILL)
ALSO INCLUDES ALL REPAIRS. REPLACEMENT, CLEANING, AND ONTARIO. CA 91762
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD
WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO G. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555
FINAL ACCEPTANCE OF THE WORK BY THE CITY. 7951 REDWOOD AVE.
/ \ FONTANA, CA 923362
8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.
RF COMMFNnATION.
9. CAL SENSE EQUIPMENT SHALL BF INSTALLED UNDER THE DIRECTION
N.T.S. OF A CALSENSE REPRESENTATIVE.. PHONE NUMBER 760-438-0525.
MAINTENANCE RESPONSIBILITY MAP DISRUPTION OF EXISTING IRRIGATION/LANDSCAPE CONSULTANTS
THIS PROJECT IS CONNECTED TO,OR WILL DISRUPT, AN EXISTING CITY-MAINTAINED LANDSCAPED AND IRRIGATED AREA. PRIOR TO ANY NEW
CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE CONDITION OF EXISTING AREAS SHALL OCCUR WITH THE CONTRACTOR,
CITY INSPECTOR, AND A CITY MAINTENANCE REPRESENTATIVE. AFTER THIS MEETING, AND AT THE START OF THE NEW WORK, THE L A N D S C A P E CIVIL ENGINEER
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EXISTING LANDSCAPE. AND SHALL MAINTAIN ALL AREAS SHARING THE —
SAME CONTROLLER AND/OR METER UNTIL THE MAINTENANCE PERIOD FOR THE NEW CONSTRUCTION INDICATED ON THESE PLANS IS ARCH I T E C T U RE
COMPLFTE (AS DIRECTED BY THE CITY INSPECTOR). SITE PLANNING DAN GUERRA & ASSOCIATES
A FOLLOW-UP INSPECTION OF BOTH NEW AND EXISTING AREAS IS REQUIRED PRIOR TO THE CITY'S ACCEPTANCE OF THE NEW AREA. THE
EXISTING IRRIGATION SYSTEM SHALL BE ADJUSTED AS NEEDED TO ADEQUATELY WATER THE ALTERED AREAS. AND ANY DAMAGED PLANTINGS 10721 -B Trademark Street
REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. ACCESS TO THE EXISTING IRRIGATION CONTROLLER CABINET WILL NOT BE ALLOWED , 10621 Church Street Rancho Cucamonga, California
WITHOUT THE CONSENT OF, AND SUPERVISION BY THE CITY. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE MAINTENANCE Suite 106 g
SHEETS: L-2,L-6&L-10 SHEETS: L-3,L-7& L-11 DEPARTMENT FOR CABINET ACCESS. _ i Rancho Cucamonga 91730
e _ CA 91730
Tei; (909) 987-4306
CONTRACTORS SAFETY NOTE : . _ - - (9n9) 4811-PBOO Fax :(g09) 941 -1528
1 QTH
1 j Fax (909) 484-2802
CONTRACTOR WILL BE RESPONSIBL E FOR KEEPING THE SITE SAFF AND SECURE AT ALL TIMFS UNTIL THE PROJECT HAS BEEN COMPLFTED.
CONTRACTOR SHAL L PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, WARNING CONE e
; BARRICADES. SECURITY PERSONAL. ETC., AS CA Lia.Richard KruKru AZmwieddic, It 29115
w w v >.Wa.,,>. ... �'1 RE OUIHE D NV Lic 0 446
3
> > �- — STREET ._�,�: s.
LANDSCAPE QUANTITIES LANDSCAPE NOTES C
4 ' O V
� 19TH STREET QTY. SIZE SYSTEM TRENCHING t. NO ROCKS LARGER THAN 3'WILL BE ALLOWED IN THE BACKFILL FOR PLANTS AND IRRIGATION
Q
Q TREES
LANDSCAPE MAINTENANCE LAGERSTROEMIA x'MUSKOGEE' 16 24" BOX 2 TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE WORK AREA PROTECTION AND
0 TRAFFIC CONTROL MANUAL BY THE CAL IFORNIA JOINT UTILITY TRAFFIC CONTROL COMMITTEE, DESCRIPTION O F REVISION
DISTRICT AREA PINUS CANARIENSIS 51 15 GALLON DATE APPROVED
3 PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM AVAILABLE �....{
W RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES AND {
TOTAL AREA 29500 SQ. FT. F�
SHEETS: L-4,L-8& L-12 ♦ SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL
` TOTAL ACRES 0.68 ACRES BE RE SPONSBLF FOR ANY DAMAGE AS A RESULT OF THE CONST RUCTION OPERATIONS. ^ CITY o f RANCHO C U C A M O N G A
COBBLE AREA 4419 SQ. FT. I"7'j
TOTAL CONCRETE CURB 1148 L,F. 4 FOR INSPECTIONS OF THIS PROJECT,THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS
SECTION AT (909)477-2740.EXT, 4075,MONDAY-THURSDAY, AND AT LEAST TWO WORKING DAYS %00TOTAL SQ. FT EXISTING SIDEWALK 12076 SQ. FT. PRIOR TO THE CONSTRUCTION OPERATIONS. O } O 19TH STREET,
MIGNONETTE STRFF HARDSCAPE FOR BUS STOP 342 SQ. FT. N
PLANTED AREA 12085 SQ. FT. 5. DURING THE CONSTRUCTION OPERATIONS HERMOSA AVENUE AND 19TH STREET MAY BE South Side, East of Archibald Ave. to Hermosa Ave.
REDUCED TO ONE 12'MINIMUM LANE FOR THE SOUTHBOUND(HERMOSA)AND EAST BOUND
(19TH STREET)TRAFFIC, BUT FOR ALL NON WORKING TIMES,EVENINGS AND WEEKENDS. ALL �.., LANDSCAPE PLANS
TRAFFIC LANES SHALL BE OPEN TO TRAFFIC.
6, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES, PIPES ANDC , r
STRUCTURES AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRS/REPLACEMENT. AT NO v TITLE SHEET
COST TO THE CITY, FOR ANY DAMAGE TO SAID UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
7. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE APTIH C UE U BY.; DAI E
SITE PRIOR TO COMMENCEMENT OF ANY WORK, ALL DISCREPANCIES SHALL BE REPORTED FOR J
DIRECTION IMMEDIATELY TO THE CITY. D S CA pF
Y,ru►nw 4q CITY ENGINEER t RCE No. 2495
8 ON THE DATE AND AT THE TIME OF THE SUBMITTAL OF THE BIDDERS PROPOSAL,THE PRIME �1 �Qy C'
CONTRACTOR SHALL PROCESS ANY AND ALL CONTRACTOR LICENSES. IN FORM AND CLASS ASy�
a <a UE_SIGN ; ARCHiTERRA DES G GROUP FSE MENDED
REQUIRED BY ANY AND ALL APPLICABLE LAWS WITH RESPECT TO ANY AND ALL OF THE WORK TO �, m rp
/ \ BE PERFORMED UNDER THIS CONTRACT, INCLUDING BUT NOT LIMITED TO A CLASS'A'LICENSE v w JAF LANDSCAPE ARCHITECTURE
-�
E
(GENERAL ENGINEERING CONTRACTOR)OR CLASS"C-27' LICENSE (SPECIALTY CONTRACTOR J SITE PLANNING
LANDSCAPING-
PRIME CONTRACTOR IN ACOR) SUFFICIFNT CORDANCE WITH COVER ALL THE PROVISIONS OFRK TO BE THE CONTRACTORSD BY t C)F�AWN 10621 CHURCH STREET, A 9 106 SF IE f
e RANCHO CUCAMONGA CA 91730
LAW(CALIFORNIA BUSINESS AND PROFESSIONS CODE SECTION 7000 ET SEQ)AND RULES AND Lae ate MSS' L 1
N.T.S. REGULATIONS ADOPTED PURSUANT THERETO. ��j f �. . p (909) 484 2800 FAX: (909}484 2802
�rF o CHECKED RLA N0. 2834 DRAWING NO.
OF CAS,\F
DATE 3/19/03
a _ JAF JOB No. 0312 1878-L
Sf�EE1 _�_ or
CONSTRUCTION LEGEND
OEXISTING PERIMETER WALL PER CIVIL ENGINEER'S PLANS.
�f
/ O EXISTING RETAINING WALLJRAISED CURB PER CIVIL ENGINEER'S PLANS.
33-0" 22'-0" IT-6t 1 ' n 19'6" 14'-0" "
/
TOP ! 10' EQ EQ -0" 10, " / �w O EXISTING CITY SIDEWALK PER CIVIL ENGINEER'S PLANS.
W 19TH STREET
J
2'.3- ! i YP /
/ 4O EXISTING ACCESSIBILITY RAMP PER CIVIL ENGINEER'S PLANS.
Z
W ❑ ❑ _ 1 l 91 � ) N `� I 5 EXISTING IRRIGATION CONTROLLER.
❑ f z4 W O
P.A. + 124 +24" +ie = P.A. / m O EXISTING STREET LIGHT PER CIVIL ENGINEER'S PLANS.
Q — 36 w
-
-- -- — --
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7 EXISTING STORM DRAIN MANHOLE PER CIVIL ENGINEER'S PLANS.
_ /
2 w w - x x
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V♦ (r 0 < 00 0 O 0 / Q
W i 3 a z < < O EXISTING CURB AND GUTTER TO REMAINPER CIVIL ENGINEER'S PLANS.
r 01 w p p z O \ / W
Z
> F a U) w o 0 o O ; 12 10 12 11 3 12 11 1 10 3 / 1 p LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A& B
a < < < O TY STANDARD DETAIL NO. SHEET L-5. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
0 a F- (CIS ).
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COBBLE PAVING PER DETAILS A& B (CITY STANDARD DETAIL NO. 542), SHEET L-5.
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/ 12 6" CONCRETE HEADER PER DETAIL C (CITY STANDARD DETAIL NO. 534), SHEET L-5.
13 EXISTING WATER METER POINT OF CONNECTION.
14 CONSTRUCT CONCRETE AREA FOR BUS STOP. 4"THICK NATURAL COLOR MEDIUM BROOM FINISH
CONCRETE PAD w/DEEP SCORE JOINTS @ 60-C.
15 1/2'THICK FULL DEPTH POLYFOAM EXPANSION JOINT. SEE DETAIL D, SHEET L-5.
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ErQ 0 DESCRIPTION OF REVISION
y DATE APPROVED
CITY of RANCHO CUCAMONGA
SHEET KEY_MAP MI sNOFE, I E
/\ 19TH STREET,
.
South Side, East of Archibald Ave. to Hermosa Ave.
N ? LANDSCAPE PLANS
Underground Service Alert CONSTRUCTION PLAN
_ APF�F�UVEU U
BY: A7
l; • �0 SC APE
Fr- Call: TOLL FREE �crumay 49 CITY ENGINEE RCE No. 24953
5 PLAN CROSS REFERENCES �a c AR�, 111ERRA D ��N GRoliP
� �a � � DESIGN RECOMMENF)ED
LANDSCAPE ARCHITECTURE ��d/►,I
Wim,, SITE PLANNING
O� ► 1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET p: 10621 CHURCH STREET, SUITE 106 C,
)4 - sp _ [)HAWN ��1 lE E 1
RANCHO CUCAMONGA.CA 91730 2
N - 422-4133 FOR DETAILS, SEE SHEETS L-5 * MZR (909)484 2800 FAX: (909)464 2802 ---L
FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONSs _ . lima �Q
RLA NO. 2834
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 SCALE: 1" = 20' � 4r� `FoQ� CHE CIS[, [)FLAWING NO.
O F C a�- JAF 3/19/03 1878-L
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 � - DATE JOB N0. �
S[-i[ L 1 2 — of _1_
CONSTRUCTION LEGEND
4
1 EXISTING PERIMETER WALL PER CIVIL ENGINEER'S PLANS.
■ W 1p-0,
10'-0" 2 EXISTING RETAINING WALURAISED CURB PER CIVIL ENGINEER'S PLANS.
■ 3 6,
N ■ 13�.o, O EXISTING CITY SIDEWALK PER CIVIL ENGINEER'S PLANS.
■
■ OD +24" "' 10 2011-0,
O EXISTING ACCESSIBILITY RAMP PER CIVIL ENGINEER'S PLANS.
R C'
k
w ■ w + P.A. N +42' +36" 9 EQ F 27p�,
5 EXISTING IRRIGATION CONTROLLER.
■ I
■ \: P.A. O +18" N +36 0; —�o i`, 6 �1_
vJ ■ \ .-- - _ --- -_ _ _ _ _ +3s' -- +1 s - o � � p O EXISTING STREET LIGHT PER CIVIL ENGINEER'S PLANS.
W ■ w LIMIT OF WORK - 19T c
-3 +18 4i �� S T T
■ \ "\`�,\""` 12 p"- ,30' o 7O EXISTING STORM DRAIN MANHOLE PER CIVIL ENGINEER'S PLANS.
w ■ � 3 Fn _--- +30„ ^ -18 +a +30 " 58,-0" �O $O EXISTING FIRE HYDRANT TO REMAIN PER CIVIL ENGINEER'S PLANS.
Q +1 co n P.A o --+4 ■
Z . R1 'STOP'SKIN w o N : 1g, " P.A +36° _ �' -- 12 1 " � • ~ EXISTING CURB AND GUTTER TO REMAINPER CIVIL ENGINEER'S PLANS.
_J ■ Q MAGI BOX <0 12 O � -�r' pP 10'- " 104'9" ■ U-
M O
N� 15 Q� +18 __ � ��,P ■ W
U Z 14 f� 12 s'o" 4 � P.A 42 +a2 18° P A cn o s'3" T s, -� 1 p LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A& B
oPAN 9 13'0' O CITY STANDARD DETAIL NO. 542 , SHEET L-5. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
- - �- -- PA
za' _� _�
■ T - +30' }42„ o I■ --J 11 COBBLE PAVING PER DETAILS A & B (CITY STANDARD DETAIL NO. 542). SHEET L-5.
PA +24 -��i w
2
30
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3 11 �'3" �s=3° 20-3 N P.A. ■ W 12 6 CONCRETE HEADER PER DETAIL C (CITY STANDARD DETAIL NO. 534), SHEET L-5.
9 -0 8,-0- - --- - - y U) 13 EXISTING WATER METER POINT OF CONNECTION.
1 � O
■
11 ■ m 14 CONSTRUCT CONCRETE AREA FOR BUS STOP. 4'THICK NATURAL COLOR MEDIUM BROOM FINISH
12 3 10
■ _6 CONCRETE PAD w/DEEP SCORE JOINTS @ 5' 0.C.
1 w
■ w15 1/2"THICK FULL DEPTH POLYFOAM EXPANSION JOINT, SEE DETAIL D. SHEET L-5.
• J
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QZ 1-.3 � � DESCRIPTION O F REVISION
DATE A�PRovFo
CITY of RANCHO CUCAMONGA
D
SHEET KEY MAP WGNONETTE 19TH STREET,
_ _ _ _ _ _ _ _ STREET South Side, East of Archibald Ave. to Hermosa Ave.
LANDSCAPE PLANS
N T S.
CONSTRUCTION PLAN
Underground Service Alert
A14flUVED EKY: DA] E : cell 1lc?
!- ! ��� S 4 aF Y9 CITY ENGINEER RCE No. 24953
rCall: TOLL FREE PLAN CROSS REFERENCES �mw. 9
�°� i DESIGN � ARCH ERRA DE GROUP F�ECOMMENEU)
JH LANDSCAPE ARCHITECTURE
—800 c> w c� SITE PLANNING
Q FOR NOTES AND LEGENDS, SEE THIS SHEET = J 10621 CHURCH STREET, SUITE 106 -
8 � C,F��1WN 1C4 iEt i
422-4133
FOR DETAILS, SEE SHEETS L-5 "'`I,U4 * MZR RANCHO CUCAMONGA, CA 91730 -3
FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS - . o (909)484 2800 FAX: (909)484 2802
w FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7 SCALE: 1" = 20' s�4T OQ�` C:HE C RLA N0. 2834 E)F3l�WING NO.
TWO WORKING DAYS BEFORE YOU DIG
o F o F � `�F J � 3/19/03 1878-L
01 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-11 \ a DATE JOB N0.
Si• iE I 1 3 ui 13
CONSTRUCTION LEGEND
1O EXISTING PERIMETER WALL PER CIVIL ENGINEER'S PLANS.
• 2'-06 14'0° 49'-0" VEGETATION AND TREECONTRACTOR TO S EXISTINGVE ALL
S N THIS LOCATION
W■ TO FACILITATE THE NEW PLANTING. O EXISTING RETAINING WALURAISED CURB PER CIVIL ENGINEER'S PLANS.
■
W s
_17: EXISTING STREET 3 EXISTING CITY SIDEWALK PER CIVIL ENGINEER'S PLANS.
■ P. 6�q " ----• -. ..___ _._ .___ ----
ET 8
W�_ A. 30C -`'� ------ -- �� O EXISTING ACCESSIBILITY RAMP PER CIVIL ENGINEER'S PLANS.
W■ J �_
O EXISTING IRRIGATION CONTROLLER.
z ---------
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LU = o - \ \
• - - _ » ��
- _ �\
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Z O EXISTING STREET LIGHT PER CIVIL ENGINEER'S PLANS.
0 LUJ
_■ � ' QW ' ��w `�� � � � �� � ��\�� ' ` ' 7 EXISTING STORM DRAIN MANHOLE PER CIVIL ENGINEER'S PLANS.
Er q Dy 0
■ 12W 10 U Q Q WK O F?KF'. HYI.,RAMCD P.A.
Q■ m LLI 11 2 Q R26(S)'NO STOPPING ANY TIME'SIGN o O
Ir 1 1r::) _ O EXISTING FIRE HYDRANT TO REMAIN PER CIVIL ENGINEER'S PLANS.
�• F 3 Q WD Z TRAF I-IG'SIGNAL POLI
■ T �� NEW LANDSCAPING
■ LL 3:> 1 6 LLVM))M,271Mb3ZdI N G O EXISTING CURB AND GUTTER TO REMAINPER CIVIL ENGINEER'S PLANS.
■ Q LL 2 TO REMAIN
■ _ 10 LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A & B
4 (CITY STANDARD DETAIL NO. 542), SHEET L-5. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT.
7 - 11 COBBLE PAVING PER DETAILS A & B (CITY STANDARD DETAIL NO. 542), SHEET L-5.
i
12 6 CONCRETE HEADER PER DETAIL C CITY STANDARD DETAIL N0. 534), SHEET L-5.
1 _ (
monselonesse
O
MATCHLINE C-C - SEE BELOW RIGHT
2 13 EXISTING WATER METER POINT OF CONNECTION.
2 14
CONSTRUCT CONCRETE AREA FOR BUS STOP. 4"THICK NATURAL COLOR MEDIUM BROOM FINISH
O
CONCRETE PAD w/DEEP SCORE JOINTS @ 5I O.C.
6
w63•clln WREN
15 1/2"THICK FULL DEPTH POLYFOAM EXPANSION JOINT. SEE DETAIL D, SHEET L-5.
CROSSING'SIGN
1
7
IRRIGATION
CONTROI ROX
STORM
DRAIN MANHOL.F
3
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w
3
Q
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2 - \ R20R(3)-NO TRUCK
G OVER 3 TO NS'SIGN
9 3: W
9
82(45)-SPEED
LIMIT-'SIGN �II
5 �
CONTRACTOR TO REMOVE INTERFERING PORTIONS OF
EXISTING CONCRETE BLOCK WALL AND ENLARGE AREA
TO ACCOMODATE NEW CONTROLLER ASSEMBLY BY
CONSTRUCTING BLOCK WALL PER CITY STD.605-
2
18-X 18'x40-
CONTHOLL F R BOX - -
SC.F MFTFR LIMIT OF WORK
'PARK'SIGN
EXISTING S.C.E ME EH
1
6758 HERMOsA AVE
METER#53-090715.
MATCHLINE 'C-C' - SEE ABOVE LEFT
W66 CHILDREN
CROSSING'SIGN
W --
9TH
0 W
In:� TREET
W 1
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MIGNONETTE STREET x
Q 0
• D
< DESCRIPTION OF REVISION
DATE JAPPROVED
SHEET KEY MAP MIGNO
STREN ITTECITY of RANCHO CUCAMONGA
19TH STREET
N T S 7
South Side, East of Archibald Ave. to Hermosa Ave.
LANDSCAPE PLANS
Underground Service Alert
CONSTRUCTION PLAN
APPRQVLU EKY: DA1 E : 1
;;c • , ID SC AP,,
Call: TOLL FREE
CITY ENGINEER RCE No. 24953
Krumw�a 9�, / ARCFIIIERRA D IGN GROUP
PLAN CROSS REFERENCES a� P y DESIGN F3[CoMM[NDED
-�
4j JH LANDSCAPE ARCHITECTURE
v �o C-1SITEPLANNING '"1.
j�
1 -800
FOR NOTES AND LEGENDS SEE THIS SHEET 10621 CHURCH STREET. SUITE 106
nEsP D AWN 51 ff E I
RANCHO CUCAMONGA CA 91730
FOR DETAILS, SEE SHEETS L 5 `* -�j Q4 - * MZR L-4
a 422-4133 ,,<' 4 -2800 FAX: 9 484-280
909 84 09 2
FOR SPECIFICATIONS SEE BOOK SPECIFICATIONS _ _ �''4 0 P t
w _ RLA N0. 2834
�4
RCORRESPONDINGIRRIGATION PLAN SEE SHEET L 8 Q C,H[ C DRAWING No.
Q
FOR ALE: 1 - 20
TWO WORKING DAYS BEFORE YOU DIG
SC r o
F F 0
OF �.� JAF 3/19/03 1878-L
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-12 �F ca _ DATE JOB N0. �
J
Q
Sf 1E[. l 4 of _13 _
COEl EST ONE 2%IN ROW FLAT SIDE UP
8'PCC MOW CURB QISE1
PR CITY STD,534 MORTAR TOOL MORTAR JOINTS SIDEWALK
12'-1' TO ACCENT COBBLE OR CONCRETE
COBBLESTONE HEADER
v - MORTAR FVFN
6'MIN CURB WCURP
ANC!WALK
---���rrr s MIwE!Dlt c,r:�llr'E BE 1) 1 2 "34 2 1
XH'A"_Ap,
- - UNDERNFAl H�n)M E ST ONE
24' L BOULDER j- wt�'+� CAM� (LOCATE PER PLAN 3'MM.901L DEPTH ATEDGE OF COBBL E(�WALKORCURB coBE�ESTONF
BID CONO[T10N CONCRETE HEADER-1!Y RADIUS
0 EXPOSED EDGES 8 FINISH PER PLAN
112,RAD. ��� 1'IN LAWN INSTAL AT GRADE LEVE'_AT S1k'AlE
• �` 2 ILA7`TT11EIT— �ROSSINGsi
MiNA!RE
��s roNCRE 1E BFn 6'OR B' WATERPROOF EXPANSION JOINT COLD JOINT
FINISH GRADE
a s'1. 24. 6' 1 2 4 1
• CAN2 7•�k•
2'MAx. MORTARED _
' --� D)FPTH ••••
• '�•� RE-BAR CONTINUOUS 4
144
_
\ CORM FSTOW - - CONCRETE CURB --1
(UNLESS OTHERWISE INSTRUCTED} 5 5
4'CONCRETE BE 1 W'13 BARlo 1
BENEATH COBBt.F
z
C) SEF ABOVE DETAIL
4
CURB&GUTTER FOR END CONDITION EXPANSION JOINT 1 SCORE JOINT
2'MIN.14 MAX.RAD
4 2 3
6'PCC MOW CURB PER P A 16"
LEGEND: cm STD 534 5
1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 113 OF BOULDERS .�. :: :• �' !-�
3'MR�rMAX RAD - ...-.-�. --.. �. .. _...
DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE !i(TTESSIDEWALK HARD9CAPE SAWCUT SCORE JOINT
NOTES
PAVING. CITY TO APPROVE BOULDERS AND SPOT
LOCATIONS PRIOR TO INSTALLATION 1 CONCRETECLASSSMD125W JOIN AT RIGHT AWOL FS T/P1 LEGEND:
2 ROCK SL7FSULD UNLESS OTHERWISE SPECIFIED,SHALL OF 1. PROVIDE SCORE JOINTS AT 1D'-0'O.0 AND 3F8'EXPANSION
2. 112'POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING AI IING BOULDERS, COBB[FSTONES Ill 1M'NMIN G WRH ONE FIAT SIDE JOINTS AT 20'-0'O.0 1. CONCRETE PAVING.
3 BOULDERS SHALL RAVE 1,13 EJNBEPMFNT GOBBtFSSHAu HAVE 2r3 F3ABFOMFNT 2. 8'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND
3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. 4 All SPACES BE TWEEN STONES SFIALI BE FILLED WITH CLAS D MORTAR 1 PART CEMENT GROUND COVER AREAS AND BETWEEN CITv-MAINTAINED TURF MD
021 P PARTS SAND 2000 PSI PORI LAND CFMFNI 00lL (NO'DRY AL1 OWED) PRIVATELY MAINTAINSU AREAS 2. 1�4'TOOLFD RADIUS.
5 A SAMiPLF AREA.MW.4090 FT SHALT BE APPROVED BY THL CRY lNSPLCIOR PRIOR TO 3. CONCRETE TI;BE 520-C-2500 MIK
4. 90°,COMPACTEDSUB-GRADE e AocKSs :911TsM�EiOTH RDUNDIDANDFREI OFR�C110POSITION
ns�SFIGURAJIONSTEzcFtvV[APPROVED BY 3. WATERPROOF SEALANT,COLOR TO MATCH PAVING.
8 ALI CORBtFSTONE ARLASSHAtt HAVE6'e6'CON.^.RLIE HEADfRASAN E[K;[AT PLANTIN SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION.
9 EllSW)UI D FOLI OVS W
;GRAIHFM SI OPE-S EXIST ANDMA.INTAIN A 2°._MIN AT At I TiMFS WRHIN TH[R 0 W
CITY OF RANCHO CUCAMONGA CALIFORNIArA�qTY OF RAN HO CUCAMONGA, CALIFORNIA 4. 1/2'POLY FOAM EXPANSION JOINT W/TEAR AWAY
O APtwl•.)-.'f.r N' [ ,'.R.RIVE R WASHED GRANITE CONCRETE HEADERA"DAROPAN TOP,sEE sPEcs.
�4Nt WRDPIANCOBBLESTONES 542 NLER DATE 5` 5. COMPACTED SUB-GRADE PER SOILS REPORT.
SSE WnH StANDARDSPFGIFIG110NS FOR PUN ICWORDSCONSTRUCT IDI.4953 SHEET)OF i
GPY EN3NFtR DATt
tL R C;E 2495'.3 USE WITH STANDARD Sl CIF IC,ATKArFS FOR PIIll IC WORMS tpNgTHIK'T q1J SHEET 1 OF 1
BOULDER BY PAVING
COBBLE PAVING CONCRETE HEADER CONCRETE JOINTS a
A. e� .e ,�,,,e� le�.+e�eeeeeeeeeeee�oeln .... _ _.. ,i
- �. :.-: _ _. _. _ _ _ _ ... �- eee�.ee■IA ewll eni a e�ee�eeee�e ueea�.n levee.. � .. _
- X542
SCALE: NTS 534
SCALE-. Nl S �` SCALE: NTS SCALE : N7 S SCAL E: NTS
0
SCALE : NTS SCALE : NTS -
Y
SCALE: NTSSCALE: NTS SCALE: NIS
DESCRIPTION OF REVISION DATE APPRMD
CITY of RANCHO CUCAMONGA
19TH STREET,
South Side, East of Archibald Ave. to Hermosa Ave.
LANDSCAPE PLANS
CONSTRUCTION DETAILS
APPROVED BY: UA 1 E : 1 Cl
�►*D SC Awl ./9 CITY ENGINEER RCE No. 24953
. ARCI TERRA D
DESIGN -'IGN GROUP E3ECOMM[ NC)E[)
-¢
m r„ JH LANE)SCAPE ARCHITECTURE
SITE PLANNING
10621 CHURCH STREET, SUITE 106 L
SCALE: NTS SCALE: NTS
SCALE: NTS E HAWN NIS RANCHO CUCAMONGA.CA 91730 TE IE I I
SCALE: NTS * MZ_R RA 1 CUCAMONGA,
FAO: A, A 2s 0 L_5
t � t � 2834
�qrF o CHE_CKE-[J RLA N0. DHAV\l NU.
a
F CN JAF DATE 3/19/03 JOB NO. 0312 1878-L
—
A-11 -12'23
,11'4" 744 11/4" 971 . IRRIGATION LEGEND
W 19TH STREET � W SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
W _
J RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' .10 30
i_ C RAINBIRd 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30
W Cr . . . . ■� _ - ` - - - - - - _ o 'e` RAINBIRD 1812 SAM PRS 6VAN POP-UP-SPRAY HEAD 6' 40 30
❑ \ 112' 4. . • . . -J
` yq• - �d _ �rz' � W � RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' .30 30
/ 4 / • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' 50 30
- S4 3q' ;
�. c ;c '3'--�i---4----►-P-o- o-t-two-f --�L-�4t�
W
W ❑ yq W RAINSIRD 1812-SAM-PRS-8F POP-UP-SPRAYHEAD 8' 1.00 30
' 1 4 }1/4' /n
RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30
__ -------_ ------"_"_\ XER. REF. 1.7 Q
Z,-_ o o X W W m __--- _-_--__-- S - Y� \ Q �/ RAINBIRD 1812-SAM-PRS-100 POPUPSPRAY HEAD 10' .40 30
WIL 3: i1 J J cr
W z 3 Z i Z z ° - V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 30
Q
W a W z w 5 o v o \ Z + RAINSIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30
U Q U 2 2 GLL N
Z
0' < ° ° ° % J RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAYHEAD 12' 1.30 30
U RAINBIRD 1820-SAM-PRS-I2VAN POP-UP-SPRAYHEAD 12' .70 30
01 Cr
r ¢ J Q RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30
V
RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30
RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30
NOTES:
CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE
TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL'L', SHEET L-9.
EQUIPMENT
a-10 23 COUNTY WANE DOMESSR IC WATER METER PER CUCAMONGA
1 11/4" 743 TYPICAL SLEEVING NOTE: ►/ WATTS FBV-2 LINE-SIZE GATE VALVE
_ I CONTRACTOR SHALL SLEEVE ALL MAINLINE PIPE THAT PASSES
UNDER ALL
AN DDITICONAL WIRE COBBLE
AT EACHCONTRACTOR
SHALL Q FEBCO 825-YA-1.50 1112" REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST GUARD
MAINLINE SHACK ENCLOSURE MODEL#CGS-1-R.C.STANDARD.
M , ® CALSENSE FM-1258 1114"FLOW METER
W ® SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE
.. XER. REF. I.2 �
o � � • . . . .. . � � � _ CALSENSE ET2000-24-LR-RR-TP-1 NEW 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL
CD __ „ J 9 21 TP-110 w/LR-RR DOME WITHIN A NEW STRONG BOX METER PEDESTAL MODEL#. SB-24SS,'120 VOLT
A-13 XFFZ. ESI I . I.5
_I I T - - •" � ST 11/4„ A-9 0 RAINSIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE. SIZE AS SHOWN
Q - . ��� / 630 21
-� • •
W /-V _oho-�t-.-o_. a fl-1� y �_Q-_o--9'R---�--- - F y4' q, • . 562 N 1
_ r-o--o0 11/4" Q RAINBIRD 33DNP NON POTABLE QUICK COUPLER VALVE 'S 50' 0 C
WT& '37.7711""0-0-a-o-o -a-o-o-P-a-c�a-
� ;'�' � � ` • . �•! - - - - - APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN,MIN.COVER 18" SHOW CL 315.2"AND LARGER
z so
W Q_�- • (,a • APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN,MIN. COVER 12"
Q W
............... APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS
' -Q-o, << r - ` • • . - OTHERWISE NOTED
z11 In!
;r_
�"'• EXISTING PVC EXISTING MAINLINE
Q Q �_
_ a •
A� • .
Z
•
N -A .�"_4: a: • • ` • • . 6' SLEEVE
¢ AID,� •` ► . • •
Q �,_ . • _ - � 4..SLEEVE
C , �'� Vic= �- I -
IRRIGATION NOTES: a � =[ 10RFPAIFiDEIAI� N,
1. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR a W o ��� �-A ___I
UL
(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLL1 OWED BY A FLOW METER,FOLI OWED BY �a CATCH BAST yq.IS W
A MASTER VALVE. ALI EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND XERISCAPE ASSESSMENT SYSTEM SUMMARY o LIMIT OF WORK SIGN` W
EQUIPMENTSPECIFICATITTO BE AS DIRECTED ON SITE UFACTURE RS' BY AERED REPRESENTATIVE OFS AND AL CODES THEE CITY ACTUAL LOCATION OF THE * TRACT LANDSCAPE IMPROVEMENT' Z `������������������������ W
2. BACKFLOW PREVENTION DEVICE SHALL BE INSTALL ED WITHIN A COAST GUARD SMACK(CGS-1) Z ,
cy
ENCLOSURE,AND SHALL BE INSTAII ED PARALL EI TO THE STREET AND SCRE E NEI)WITH SHRUBS WHENEVER REFERENCE CLAIMED T GUY ANCHOR t
POSSIBLE. POINTS jSheet#/Ref.#) WATFR METER (]
3. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANYW
CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STRE E1 LIGHTS, SIDEWALK.UTIL TTY LINES AND
1. IRRIGATION{Pant Value) W
EQUIPMENT,AND ARCHITECTURAL FEATURES PowER Poi F��Faa
4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO 1. Low gallonage irrigation system.(20) 20 L-61.1 (n HARDSCAPE DAMAGE NOTE
COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALI BE REPORTED FOR DIRECTION IMMEDIATEI Y EXISTING LANDSCAPE AND IRRIGATION ""°"RO" M ALL HARDSCAPE DAMAGED AS A RESULT
TO THE CITY. 2. Automatic controller.(20) 20 L-61.2 TO REMAIN. CONTRACTOR TO Q W OF THE TRENCHING OPERATION SHALL BE
5. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND
STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE 3. Designed to water plants by watering needs.(10) 10 L-911.3 PROTECT IN PLACE. z _ REPLACED IN KIND PER CITY STANDARDS,
CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. J INCLUDING, BUT NOT LIMITED TO SIDEWALKS
6. CONTRACTOR SHALL FLUSH AND ADJUST ALI SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH 4. Soil moisture sensors.(10) - o = ACCESS RAMPS, CROSS GUTTERS, SPRAND-
MINIMAL OVERSPRAY ONTO WALKS,STREETS.WALLS, ETC. THIS SHALL INCLUDE THE SEL FICTION AND RELS AND ASPHALT CONCRETE.
INSTALLATION OF A PRESSURE COMPENSATING NOZA E SCRE EN(PCS)IN AL I SPRINKL FR HEADS AT INITIAL 5. Rain sensors.(5) 5 L 61.5 5 0
CONSTRUCTION. G.
7. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY Q
PATI E RN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE.THE IRRIGATION CONTRACTOR 6. Wind sensors.(5) - G.T.E.HANDHOI IF CC
SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER G
HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE ALI ADJUSTMEMS SHALT_ 7. Sensitive to slope factors.(5) 5 L-61.7 S.C.F HANDFIOL
BE MADE AT NO ADDITIONAL T
DD ONAL COS TO THE CITY
8. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE 8. Reclaimed or recycled water.(5) -
CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE INSTALL TERMINAL
STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. --
9. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF Total Points Claimed: 60
WATER PER WEEK(GROUND COVERISHRUBS)APPLIED FOR 8 HOURS A NIGHT'5 DAYS A WEE K BETWE IN THE
HOURS OF 9:00 P.M. TO 5:00 A.M.ONLY ONE VALVE PER CONTROL FR SHALL OPERATE AT A TIME
10. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. (Minimum Points Required: 60) W 9TH
THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIE IED THE IRRIGATION CONTRACTOR SHALL VERIFY ow
THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION ANY CHANGES SHALLSTREET
BE BROUGHT TO THE ATTENTION OF THE CITY. z r -
11. AUTOMATIC CONTROL I.ER TO BE A CALSENSE ET2000-24(PER LEGEND)-LR/RR w/1P-1,TP-110(LOCAL RADIO) Q
w/LR-RR DOME PORT INSTALL ED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROU FR/ELECTRICAL ENCLOSURE. Ir m
c z
MOUNT THE ANTENNA PORT (EPDXY
-FILE ON r 0F OF THE. ENCLOSURE PER MANUFACTURER SPECIFICATIONS w z�
AND ATTACH COAXIAL CABLE SYSTEM SHALT_BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL DESCRIPTION O F REVISION DATE
LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. cr Q D n�hl�ovEo
12. THE CONTRACTOR SHALE SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE
FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE D
PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE CITY.
13. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED CITY of RANCHO C
UNLESS OTHERWISE DESIGNATED ON THE PLANS SHEET KEY MAP MiGNONFI TE
14. ALL POP-UP TYPE SPRINKLER HEADS INSTALL FD SHALI BE INSTAL LED SO THAT THE TOP OF THE SPRINKLER - - - - - - - - - - STRFF T
HEAD IS 114"ABOVE FINISHED GRADE 19TH STREET,
South Side, East of Archibald Ave. to Hermosa Ave.
N T S LANDSCAPE PLANS
Underground Service Alert IRRIGATION PLAN
APPPovED BY: - _ Ung L : ,SC A 7 a
Call: TOLL FREE �° �� ,9 CITY ENGINEER RCE No. 24953
VALVE SIZING KEY PLAN CROSS REFERENCESLIM
a a� �°� � DESIGN ' ARCHITEF{RA DE ' GN GROUP f�ECO ME N[)EU
FAC LANDSSTE PLANNINGPE i/
1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET
r VALVE # 1 10r-GPM J 10621 CHURCH STREET, SUITE 106
m� �� � C)F�l1WN `�t IEE 1
422-4133 FOR DETAILS SEE SHEETS L-9 AND L-13 RANCHO cucAMONGA, CA sn3o
VALVE S17F 3/4 750 ASO. FT. FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS ') FAC (909)484-2800 FAX: (909) 484-2802 L-6
LL N PLAN EE SHEET L-2 � Y "�� � RLA NO. 2834
FOR CORRESPONDING CONSTRUCTION SEE � q Df��1WING N0.
CHI. CKE D
TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 = 20 rF �Fo _
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 0 �. 3/19/03 1878 L
I- \ F ca AF
DATE JOB N0. 0312
11 6
OF
A-14 21
1114" 968
6"SLEEVE SHL L-9 SEE TRENCH REPAIR DETAIL N
S + 2 - _ A-8 16
'• �i s : 1l/A' 640
■ 4"SLEEVE
A-15 18
W ■ W S4 ,, _ - (�• . _ 40 _ 11/4 616
W ■
•\ \ °' + _ A-7 21 XER. REF. 1.1
S 4- ` + _ + _ 20 A-6
■ -- -` - 11/4" 903 598 11/4„
W W • L1M1 ��_-= ya L �4' + - _ _ y 97- IRRIGATION LEGEND
W ■ T OF WORK
■ �.` S d v4 3/4.
IV/4" `- + _ •
■ �, = c� - - v4 `- ` +� _ _�i 20 SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
A-16 RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' 10 30
' Z �``l N4' \ —1 �� + - _ _ 11/4��
w a --
(� ■ E �- _- _ �� d + _ _ ` _ _ 598 ■ p POP-UP-SPRAY HEAD 5' .20 30
z ■ H1 STOP SIGN � � o �_ =` �_ ` �- vd va _ zr4 tit _ ■ RAINBIRD 1812 SAM PRS 5H
ft
® i��OX cc Nw Z — '�—� `te d + - _ ■
J ■ w �' �� za ``_�_ _ 4 �` + V- "9` RAINBIRD 1812 SAM PRS 6VAN POP-UP-SPRAY HEAD 6' .40 30
ft
314' - _ +
J 6,- RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' 30 30
- - va' _ �- a -1 'p`- -� + + _ - _ - - ■ • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30
1/2
Q TYPICAL SLEEVING NOTE: �� == �'�- "` :gid' a•`\ V4 - .. �� - + ■ O
■ -- - - J
■ -- - 1 �'1• � ' � � ` � � �W �} RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAYHEAD 8' 1.00 30
CONTRACTOR SHALL SLEEVE ALL MAINLINE PIPE THAT PASSES _ �,�,id S m '� RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' 70 30
■ UNDER ALL HARDSCAPE AND COBBLE AREAS. CONTRACTOR SHALL -' _
PROVIDE AN ADDITIONAL WIRE SLEEVE AT EACH MAINLINE SLEEVE - ya_ _ — _ _ T- ■314 W W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30
r '`----= ■ W V RA1NB!RD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 80 30
' RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30
EXISTING LANDSCAPE AND IRRIGATION ■ m RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAYHEAD 12' 1.30 30
TO REMAIN. CONTRACTOR TO 1
PROTECT IN PLACE. ■ �r RA!NBIRD 1820-SAM-PRS-12VAN POP-UP-SPRAYHEAD 12' .70 30
■ W
■ z RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' 90 30 '
■ 7 + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30
■ _ RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 15' .90 30
■ U
■ F-
. Q
NOTES:
CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE
♦.•• • • • • r•••• TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE.SEE DETAIL'L, SHEET L-9.
POINT OF CONNECTION NOTE 'A': 10 EQUIPMENT
• • ❑ 1112" EXISTING DOMESTIC WATER METER PER CUCAMONGA
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY 6 M COUNTY WATER DISTRICT
DOWNSTREAM OF EXISTING 11/2" DOMESTIC WATER METER. REFER T
TO CCWD STANDARDS FOR ADDITIONAL INFORMATION. EXTEND NEW . 1 ►� WATTS FBV-2 LINE-SIZE GATE VALVE
TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A NEW •
11/2" R/P BACKFLOW PREVENTER, A 11/4" FLOW METER, AND A 11/2" FEBCO 825 YA 1.50 SHA REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST GUARD
MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. • SHACK ENCLOSURE MODEL#CGS-1 R.C.STANDARD
•
• t� CALSENSE FM-1.25B 11/4" FLOW METER
STATIC WATER PRESSURE: 80-75 P.S.I. ♦� ♦i
® SUPERIOR 3100 SERIES 11/2" NORMALLY OPEN MASTER VALVE
SYSTEM DESIGN PRESSURE: 62 P.S.I. ••• • XER. RF.F. 1.5•• !C f R. REF. 1-? NEW 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL
MAXIMUM IRRIGATION DEMAND: 23 G.P.M. an . . • A� TP-110 CALSENSE ET2000w/ LR RR TP 1 LR-RR DOME WITHIN A NEW STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT
'
P.O.C. 'A' 71 a RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
BACKFLOW NOTE: Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @t 150' O.C.
- - - - - APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN,MIN. COVER 18" SHOW CL 315,2"AND LARGER
CONTRACTOR TO LOCATE BACKFLOW DEVICE. MASTER VALVE AND
FLOW SENSOR IN THE PLANTER AREA, SHOWN IN STREET FOR APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN,MIN.COVER 12'
GRAPHIC CLARITY. CONTRACTOR TO SCREEN BACKFLOW
ENCLOSURE WITH A SHRUB MASS. == APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS
OTHERWISE NOTED
A-1 11 EXISTING PVC EXISTING MAINLINE
_ ■
�r ■ 11/'4" 457 A-5 15 SEE A-18 11 NOTE POINT DETOAIL ABOVE. A-4
A-4 16
� : 11/4" 676 11/4" 371 521
11/4"
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HARDSCAPE DAMAGE NOTE
ALL HARDSCAPE DAMAGED AS A RESULT wLTE(
OF THE TRENCHING OPERATION SHALL BE EXTRA WIRE NOTE: O
REPLACED IN KIND PER CITY STANDARDS, ,n STREET _
INCLUDING, BUT NOT LIMITED TO SIDEWALKS CONTRACTOR TO STUB OUT ONE COMMON, 'WDESCRIPTION O F REVISION
ACCESS RAMPS, CROSS GUTTERS, SPRAND- AND 1-ORANGE WIRE TO THE FARTHEST °Q I zT. m OgTG APPROVED
o z
RELS AND ASPHALT CONCRETE. VALVE LOCATION.
� a CITY of RANCHO CUCAMONGA
D
SHEET KEY MAP MIGNONETTE 19TH STREET,
STREET South Side, East of Archibald Ave. to Hermosa Ave.
LANDSCAPE PLANS
N.T-S.
IRRIGATION PLAN
Underground Service Alert _ APPROVED BY: _ _ DATE:
♦o • . �D umh,E q9
Call: TOLL FREE sc AP CITY ENGINEER RCE No. 24953
VALVE SIZING KEY PLAN CROSS REFERENCES a� �°� 1 DESIGN ARCH(TERRA DES( GROUP RECOMMENDED
FAC LANDSCAPE ARCHITECTURE �G 1d
_
(/ j^� � n SITE PLANNING
00
FOR NOTES AND LEGENDS, SEE THIS SHEETDRAWN 10621 CHURCH STREET, SUITE 106 SHEET
VALVE # 1 10—GPM FOR DETAILS SEE SHEETS L-9 AND L-13 � ' * � *' FAC RANCHO CUCAMONGA,CA 91730 L_7
422-4133 ' a<e
FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS � (909)484-2800 FAX: (909)484-2802
Y � �' `` 2834
VALVE SIZE 3/4" 750 .—SQ. FT. � ��� �*` RLA NO.
q P CHECKED DRAWING N0.
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 SCALE: 1" = 20' rF of cA`�Fo JAF � 3/19/03 1878-L
s FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-11 DATE JOB N0.
SHEET 7 OF 3
� ■ 23A-19
NEW IRRIGATION NOTE:
CONTRACTOR TO REMOVE ALL EXISTING
F—■ 904 11/4" 1�4" 904 THIS POINT AND REPLACE WITH NEW FROM
wo 6"SLEEVE
w` _ _ _
<D- ,(D �� 19TH STREET NEW/EXISTING MAINLINE NOTE:
�- --- CONTRACTOR TO CONNECT NEW MAINLINE TO THE EXISTING
- - -
A I
LU �� - W_ HERMOSA AVE MAINLINE FOR IRRIGATION OF EXISTING PLANTER SOUTH ON
■ _ _
W
■ 7
Ej 7XER. RE
- - -
- - - 0
--i QJ ,•, -'t'
_■ z QW ! �• IRRIGATION LEGEND
U■ o : Q DY C) c27 0 - - ,
SYM. MANUFACTURER MODELNUMBERDESCRIPTION RADIUS G.P.M. P.S.I.
�■ _ z • WCLIr
. O n•P.l Hl'1,RAf —_ - -
Q■ a ~ ? (L ;• ? R26(S)-NO STOPPING ANY TIME'SIGN ` b— RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30
TRAFFICSIGNAI POLF
�■ EXISTING POINT OF CONNECTION NOTE: a WD Z y' ■ NEW LANDSCAPING RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 20 30
■ CONTRACTOR TO REMOVE EXISTING P.O.C. EQUIPMENT LL iNG '6'` RAINBIRD 1812 SAM PRS EVAN POP-UP-SPRAY HEAD 6' 40 30
LL
■ AND RETURN TO THE CITY OF RANCHO CUCAMONGA Q a TO REMAIN
■ MAINTENANCE DEPT. ATTN: CHRIS GILLI @(909)205-8600. ¢ �- RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' 30 30
EXISTING PLANT NOTE:
• RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30
CONTRACTOR TO PROTECT IN PLACE ALL EXISTING
PLANTER INCLUDING ANY DISRUPTION OR CHANGE RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAYHEAD 8' 1.00 30
OF EXISTING GRADE FROM PERIMETER WALL TO RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30
APPROXIMATELY 3' EAST OF TREE TRUNKS.
CONTRACTOR SHALL NOT STORE ANY MATERIALS, W
SUPPLIES OR EQUIPMENT ON THE JOB SITE. RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' 40 30
MATCHLINE 'C-CF - SEE BELOW RIGHT - CONTRACTOR WILL ALSO BE RESPONSIBLE FOR V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ WIRING NOTE: PLACING THE ORANGE PLASTIC CONSTRUCTION
PROTECTION FENCING. RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30
CONTRACTOR TO TRENCH BEHIND SMALL RETAINING WALL '
17 EXISTING LANDSCAPE AND IRRIGATION AND REPLACE ALL EXISTING CONTROL WIRES AND MASTER _ RAINBIRD 1812-SAM-PRS-12H POP UP SPRAYHEAD 12' 1.30 30
TO REMAIN. CONTRACTOR TO PROTECT VALVE WIRES FROM EXISTING CONTROLLER TO NEW POINT ; RAINBIRD 1820-SAM-PRS-I2VAN POP-UP-SPRAYHEAD 12' .70 30
IN PLACE. OF CONNECTION LOCATED ON 19TH STREET.
EXISTING LANDSCAPE AND IRRIGATION RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30
WC-1•CHIL DRFN TO REMAIN. CONTRACTOR TO PROTECT
CROSSING-SIGN Q
IN PLACE,UNLESS OTHERWISE NOTED. RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30
A-21 ; OA 2�ORAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30
11/4" 11/4"
w EXISTING VALVES NOTE: IRRIGATION
PDX
STORM ,
EXISTING VALVES SHOWN IN APPROXIMATE LOCATION. DRAIN MANHCN F
CONTRACTOR TO VERIFY LOCATION AND CONNECT EXISTING RISER REPLACEMENT NOTE: NOTES:
FOUR (4) EXISTING VALVES AND EXISTING MAINLINE TO z
CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE
w THE NEW 2" MAINLINE AS SHOWN.
CONTRACTOR TO REPLACE ALL EXISTING PVC RISERSTO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL'L', SHEET L-9.
W
WITH NEW RAINBIRD 12" POP-U P, 1812-SAM-PRS, ALONG \\
THE PLANTER LOCATED WESTSIDE FROM 19TH STREET /
SOUTH TO MIGNONETTE STREET. CONTRACTOR TO FIELD - EQUIPMENT
' VERIFY NUMBER OF HEADS TO BE REPLACED. < 11/2"EXISTING DOMESTIC WATER METER PER CUCAMONGA
COUNTY WATER DISTRICT
ti/J
WATTS FBV-2 LINE-SIZE GATE VALVE
ONEW AUTOMATIC CONTROLLER NOTE: ; - O FEBCO 825-YA-1.50 11/2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST
GUARD SHACK ENCLOSURE MODEL# CGS-1-R.C.STANDARD.
OVE R )•NO TRUCK ,
CONTRACTOR TO REMOVE EXISTING 8-STATION CONTROLLER AND ovFR 3 roNs SIGN CALSENSE FM-1.258 1114"FLOW METER
REPLACE WITH A NEW 24 STATION CONTROLLER MODEL NO.
' ET2000-24-LR-RR-TP-110, TP-1, WITH LR-RR DOME ANTENNA ® SUPERIOR 3100 SERIES 1112"NORMALLY OPEN MASTER VALVE
INSTALLED, AND A NEW CONTROLLER SUB-ASSEMBLY PANEL .
w CONTRACTOR TO REMOVE EXISTING POWER PEDESTAL AND REPLACE WITH A NEW STRONG BOX METERED ENCLOSURE MODEL No. XF,K. RFT. I.2 CALSENSE ET20o0-24-LR-RR-TP-1 NEW 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL
.
A-1 � � � A2 XF K. K}=,} . I.5 TP-110 w/LR-RR DOME WITHIN A NEW STRONG BOX METER PEDESTAL MODEL #. SB-24SS/120 VOLT
_
SB-24-SS/120 VOLT. CONTRACTOR TO REWIRE FROM OLD PEDESTAL RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
11/4" ; TO NEW AND CONNECT NEW CONTROLLER. CONTRACTOR TO RUN
NEW MASTER VALVE AND FLOW SENSOR WIRES FROM CONTROLLER
TO NEW VALVE LOCATIONS. MASTER VALVE WIRE AND FLOW SENSOR Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 0 150' O.C.
' ;
R2(45)-SPE- WIRE TO BE INSTALLED WITHIN 3/4" DIAMETER PVC, (1) FOR EACH ' - - - - - APPROVED SCH.40 PVC MAINLINE. SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER
LIMIT-SIG v VALVE. REWIRE FROM EXISTING 120 VOLT CONTINUOUS INDEPENDENT '
POWER CIRCUIT TO NEW ENCLOSURE. IRRIGATION CONTRACTOR TO APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN,MIN.COVER 12'
COORDINATE CONTROLLER POWER LOCATION AND PROGRAMMING
WITH A CITY AND A CALSENSE REPRESENTATIVES. CONTACT ; =----== APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS
CALSENSE AT: OTHERWISE NOTED
A CALSENSE,2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIIFORNIA -— EXISTING PVC EXISTING MAINLINE
18'Xie•X40• PHO: (760) 438-0525. '
CONT ROLLF R BOX
,
S.C.E.MFTFR
C; LIMIT OF WORK 'PARK'SIGN
xxxx
EXISTING EQUIPMENT NOTE:
EXISTING CONTROLLER BOX. ,
• • ■ ■ • • • ■ ■ • of■ ! • • • ■ ■ • ■ ALL EXISTING EQUIPMENT THAT IS REMOVED SHALL BE
RETURNED TO THE CITY OF RANCHO CUCAMONGA
MATCHLINE 'C-C' - SEE ABOVE LEFT MAINTENANCE DEPT. ATTN. CHRIS GILLI @ (909)205-8600.
W66'CHILDRFN
CROSSING'SIGN cII.
W TH
W
Z TREET
W
c�9 Q G�z M
MIGNONETTE STREET
� Q o
C0
' D
< DESCRIPTION OF REVISION
DATE APPROVE D
SHEET KEY MAP MIGIE
STTREETREFT CITY of RANCHO CUCAMONGA
N T S 19TH STREET,
South Side, East of Archibald Ave. to Hermosa Ave.
LANDSCAPE PLANS
Underground Service Alert IRRIGATION PLAN
AFT)RovE 1) BY: DAI L : v�
�r ) � • Call: TOLL FREE •.p`'D sc Ap f q CITY ENGINEER RCE No. 24953
VALVE SLING KEY PLAN CROSS REFERENCES
�� a wumw�a� 0yDE-SIGN ' ARCHITERRA DE .N GROUP RECOMMENDED
C'>
FAC
LANDSCAPE SITE PLANNING TURF
1 �QQ FOR NOTES AND LEGENDS, SEE THIS SHEET ; _
VALVE # - -1 10�--Grm µ
y 10621 CHURCH STREET. SUITE 106
-- FOR DETAILS, SEE SHEETS L-9 AND L-13 �J )F,l�WN RANCHO CUCAMONGA. CA 91730
N - 422-4133 VALVE S17E 3/4 750 r --SQ. FT. FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS _ * 04 - * FAC L-8
7
,R,� (909)484-2800 FAX: (909)484-2802
W FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 RLA N0. 2834
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-12 SCALE: 1" = 20' \rF o F CON,
(14,
'�iE JA U 3/19/03 DH
18718-L NO
a
O F DATE JOB N0. �
SE I[ [ 1 _$ — Ui. - —
BACKFLOW PREVENTER(825YA)
ASSEMBLY
U)
a
w
Cr COAST GUARD SHACK r 1 LINE VALVE(2)PLACES
z ENCLOSURE(CGS 1)-�
Z m UND PLASTIC VALVE BOX 8 1 6'THICK x 12°WIDE
FF--- COVER ETCHED'IRRIGATION GATE'
O Z (CARSON OR EQUAL) 1 1 CONCRETE PAD(LENGTH VARIES o TO SPRINKLFR-ANG)E PIPE TO
(Ia CLOSE NIPPLE ■ 1 Cs PER SIZE/MANUFACTURER) SPECIFIED DEPTH WITH 45°FLI S
F Z 1 _ 1 SCH 40 PVC MA!F ADAPTOR TAPER MULCH AT 45 DEGREES
SLOPE TO DRAIN AT MINIMUM 2%
a INISH GRADE HI-POP sI+RRue HEAD eoov sETro
BRASS WYE STRAINER l 1 CONNECTORS OR EQUAL
WHITE SCH 80 PVC UNION 'SNAP-TTTE'WATERPROOF 114'AR)VE FINISH GRADE
WITH 60 MESH i BLUE BRASS OR PVC NIPPLE ELECTRIC CONTROL VAL VE AWAY SROM HEAD.
MONF t SCREEN 1 - 1 MIER CH 4'MIN,
PLASTIC VALVE BOX - - _. _. <-
- 1 PVC SLEEVE PDXYFlUEt1WATERPROOF p MARKFD'IRRIGATIONR V _ti_-'_= ''c"c=. =--�
CONNECTOR w (CARSON OR EQUAL)
FlNISII Sflll GRA[
BALI VALVE-1 1/2'OR SMALLER WITH 4 * REQUIRED FOR REO m -
1 i f ETF HEF1 WITH CONTROL I FR x'
STAINLESS STEEL HANDLE _ FINISH GRADE PIPE THROUGH BLACK zz AND VA!VF SF CIL WE I ,
7 1 12" 1 CONCRETE PAD IRRIGATION CONTROLLFR P100P(MINX24 r LCNVG) z ,6'Mlr� FINISH GRADE
!= SION
RESILIENT WEDGE GATE VALVE-EPDXY � 1 • 1
4. nl 11
COATED.2"OR LARGER WITH 2'OPERATING
90°/COMPACTION
PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL
NUT VALVE '� } X REQUIRE[) EQUAL)WFTH PLASTIC INTEGRATED WIRE CONNECTORS _ glrX WA:K
- LOCKING UD PLACE AT GRADE IN
TURF AREAS AND 3'ABOVE IN NOTE' t i r- ii
L __ _._.� I PLANT BEC i I
M i- j I j I ' IPPLE-TYPICAL A sN DEEP BASE OF 4' r i
D ( - - ( (2)PLACES - - PIGTAIL EXPANSION
M ____ GRAVEL UNDEF{NE.TH
3" 3" PIG TAIL EXPANSION
- HASTEN VALVE AND FLOW � -- LOOT•IMTN ze•!oNGI
.
Z - LOOP(MIN_24"LONG) h ae WHITE METER z �
1 L _ SCH 40 PVC MALE (COMMON) W t BRASS ANGLF
aD I I� ADAPTOR VALVE VVILIMON
{ I 1 F 14 BLUE 3'
z-- u = yRl1W AF H AGGREGATE
LINE TO SYSTEMS WIRES _ `t z .•`�
RED
• FROM WATER g r� - VALVE Ir Pvr LAPEL F
a
®r. +,{} •• L.. BLACK q ?
z I � SOURCE TO ME i L c( -__ _ �orn HOI A coMMnN vnRrs
I - r ➢ SCH 40 PVC
_ • , -:.:�,; ,T4.i Y-zl. - _ ..' - MARL F x 9C c,HF F - 90"_'RF E T EL L
V
I A dW. ) 1
. , DIAMETER i ` MARL Fx A0"GTRFFT EL I.
SAME SIZE AS fj �TFRaI F rrING
" ; '� FLOW MFTER - 1� nnN PRE Rr I ITERAL (INr
RIGID PIPE AND RELATED FITTINGS SHALL BE PER
ELBOW
(2)PLACES "yam.I SIZE PRASE.N!r!'[''} - TYPICAL (a)PI ACFS
CUCAMONGA COUNTY WATER DISTRICT STANDARDS.
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO AS FLOW
SAME SIZE SCH ac PVC sxsx TEF Anal-DRAIN va.vF as REouIRFD
PRFSSEIRF SIIPPLV I,INF
CONSTRUCTION AS FLOW MFtEI{.�?F NOTE
3�a'WASHED CRUSHED NOTES
AGGREGATE BASE ONCRETE THRUST BLOCK i INSTALI CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURE OR HARDSCAPING 1 LOCATE HEAD?'TO 6'FROM WALKS CURBS,HARDSCAPING MOWSTRIPS
NOTES: NOTES
PER CCWD STANDARDS MINIMUM DISTANCE DOWNSTREAM OF 2 INSTALI VALVES IN PLANT BEDS W'HFRFVFR POSSIBLE NEXT TO SIDEWALKS AND EDGFS OF IAWN
1. PLACE AGGREGATE PRIOR TO INSTAL ATION OF VAL VE BOX. UNINTERRUPTED PIPE(5x DIAMETER 3 PLACE VALVE BOX AT RIGH ANGLES i A ION Of URI ORHARDSCAPING 2 USE TEL LOA TAPE H AI E MALE THREADS.
1. INSTALL PER LOCAL CODES. OF FLOW ME TER SI7F) 5
2. INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. 4 PLACE AGGRENUMKI ATE PRIOR To)Ns L.- .IVALVE
2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'FRAM ANY ATIACHPIAS VAI VE NUM.FHC IDE NI IF'CATION TAG WFTH AF'F'ROPRIATE CgN1 BOLI FR AND 3 INSTALL HEADS WFTH INTERNA;CHE C.K VALVE AND PRESSURE C(kAPEN5A.TING
FEATURE.AS PER THE IRRIGATION PLAN
* 1 B"MIN.OR PER MINIMUM DISTANCE UPSTREAM OF a HEM CONNECTION AT BonoM INE FT ONLY
3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS STRUCTURES OR HARDSCAPING. LOCAL CODE UNINTERRUPTED PIPE (rOX DIAMETER
5 RFfF R T('MUICHDFTAII.SHFf i I-13 DFIAII F FOR FINTSHSOF.GRADE
4. PLACE VAL VE BOX AT RIGHT ANGL FS TO ST RUCTURES OR HARDSCAPING 3. WHEN UNIT IS NEXT TO A STRUCTURE(LE WALL,BUILDING.ETC.) OF FLOW METER S17F)
5. PLACE AGGRE GATE PRIOR TO INSTAL ATION OF VAL VE BOX. MOUNT TEST COCKS ON OPEN OR NON-ST RU CTURE SIDE.
6. ATTACH ME IAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLI FR AND 4. ORIENT UNIT PARALLEL TO STREET.
VALVE NUMB[R 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSBLE
6. DIALFTIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF
DISIMILAR METALS
7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PRFVENT1FR
WHEN MAINL INE IS XOR LARGER.
LINE SIZE GATE VALVE BACKFLOW PREVENTER (825YA) - MASTER VALVE REMOTE CONTROL VALVE 1211 HIGH POP UP SHRUB HEAD
SCALE. N.T.S.
X518 .SCALE : N.I.S. SCALE.: N.T.S. # 516 SCALE: N.I .S.
If 520 SCALE : N.T.S. 0 539
STRONG BOX MODEL No.
S8 24SS'1z0V.
PLASTIC VALVE BOX&COVER: STRUCTURE OR
EPDXY FLtlED WATERPROOF
ETCHED"OC"(CARSON OR EQUAL) HARDSCAPING STAND ALONE CONTROLI FR WITH ANTEMJA n CONNECTOR OR EQUAL FOR
AT GRADE IN LAWN AREAS I U I NOTE. NON FLOW SENSOR CONNEG
ENCLOSURE TO BE GROUNDED PER TIONS
6"MIN. LR DOME ANTENNA LOCAL CODE GROUND Roo To BE WIRE SERVICE LOOP(LOOP - - -
3"ABOVE GRADE E SHRUB EPDXY FILLED LOCATED ----- - INSTALL FD INSIDE FNCtosURE ON AND GROUNDCOVER AREAS 18 MAX OUTSIDE OF BOX. CONT ROLL FP SOF ENOUGH WIRE TO EXTEND WIRE _
INSTALLATION/LOCATION COAXIAL CABLE BUNDLE 6"ABOVE GRADE) I-III I I-III-I I
FINISH GRADE PER CITY AND CALSENSE
REPRESENTATIVE €((; •.• SPUCF BOX COVER WITH
• • • • • • S FINISH W
I CALSFNSE CONTROLLER, GRADE , , LOCKING TOE'ETCHED"S.B." F z _III CLEAN BACKFILL SEE
MODEL NO.PER PLANS r' ' ' ? 9SPECS 0°b COM�ACT ON RE 01
{ ; • , , R MATERIAL
3fi'X3fi'XKC`ANORETE
N
MIN n , . FOOTING IINSTA;E A MINIMUM W
33 DNP QUICK �T .. •. of 3 ABOVE GRADE AND St OPE W
COUPLING VALVE INSTALL CALSENSE - INSTALL CONDULFTTE W/ '•" •1 1' ,.• + TOP TO ORA N AT MINIMUM of U)
WITH PURPLE " •• -III NON PRESSURE LATERAL
TP 110 DEEP WP°J'BOX f : F
e F
A"
RURBE R CAP
� 3 IN ' A . F
z LINE. SCH.40 SNAKE PIPE.
- CALSENSE HARNESS W! > _ IN TRENCH
- -I
I -
I--I
120 VOLT DUPLEX , COM4ON W RF CONTROL W RES RJ -
_ � WEATHER TIGNT EL FCTRICAL -
T I
S A NLFSS STEEL �• I
1 H
SCBE W CLAMP OUTLET(GFI) CONDUIT FITTINGS. '1L
`�
MINIMUM l3) PLACES CONTROL)FR WIRFd"HOT"- - ��- , 0
1 I
NOT SWITCHED t20v0ITwIRrINRIifl'31 t I e I _ I l .R�-
CONDUIT(PEH LOCAL CODCi 90 DEG SVJECP R I h�+'1 - co
314"WASHED T0POWE R SI DF Of CANN'1 (TYP; i PRESSURE SUPPLY LINE
-I i I I SLFEVE-SIZE TWICE
CRUSHED RESET CALSENSETP-1 I_ DIAMETER OF PRESSURE
AGGRE GATE BASE •••' ; •. ' ' TRANSIENT PROTECTION BOARD " I SUPPLY LINE.
. .
. .
. . .• • _ ,• , •. � . 12"X 18"GREEN PLASTIC METER - - -
. . . BOX,CARSON OR EQUAL -
III II� i
HEAVY fxfTV WEATHER-RESISTANT LR-DOME ANTENNA PORT EPDXY - _ III- G-01 OL WIRE-BUNDLE
SCH 40 BRASS NIPPLE PHOTO ELFCTRFC SWITCH FOR SECURITY FILLED LOCATED OUTSIDE OF BOX. co t•-:. si..-- s`s y y..�s.-z.._ ---- _
=.
- -
y_
1 LIGHT CONTROL kS REQUIRF[1 PER PLANS - INSTALLATION 1OCATION PFR i ., •. ' '- --..?*'r-"; i --- -_- '.1 -- ..= D TAPE AT 15 O.C. AND
SCH 40 BRASS NIPPLEF ,* L I-I I AN
SEE ELFCTHICAi MANS FOR ADIX1IONk'. �� n Cm AND CALSFNSY RE F' - .y• _ - INST ALL ADJACENT TO
24" LONG INVORMI-TION _ ' 'F ' • e PREWSSURE SUPPLY LINE
ENCLOSURE MOUNT `.'- •+ EIFCTRICMFTFP PF R SCE ' • > -III-I I I I-
_-
NOTES' CALSFNSF CONTROL.L FR MODFI No
PER PLANS.REF ER TO CONTHOLI fF{ I-I I _
I.
INSTALL CONTRO R R FG.
y
I
U F PER M PRINTED INSTRUCTIONS AND PER LOCAL e
_- .. INS1ALL AK)N ST kNDARDS
- CODES. LOCATION TO BE APPROVED IN FIELD BY CITY - - - -
11iE INSPECTOR
r- I
f
, I - - All
I-I
PRIOR TOC T --'1 I
CONSTRUCT
° 2. C CORRESPOND TO THE PLAN'S DESIGN
_I
SCH 80 PVC 90 SCH 40 BRASS 90° ELL SEQUENCE OF REMOTE CONTROL VALVES. SECURITY LIGHT rIMFRREouIRm `'
ST RE[ I EL L 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH PER PIANS SEE f FCTRICAL FINIS)'
PLANS FOR MOR[. NFORMATION. �tI
F IFGROUND ROD 6"TYPPRESSURE SUPPLY SCH 40 BRASS 90° BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE ,
WIRE AT THE ENCLOSURE
LINE FITTING STREET MLI: 1 VOLT MRIG
ELl zo of E FD PROVIDE 6"MIN.OF SAND
4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. 1 , .. sTEf I corNDun FPF P BEDDING AND SHADDING
2'SCH 40 CONDUIT FOR • °.
sc o ZOLT WIRES.TAPED AND5. NO SPLICES SHALL BE MADE B FN .
BE CONTROL)FR AND REMOTE . ..
CODE)
PRESSURE SUPPLY LINE #4 REBAR STAKE EcxlRm uGL{T WIRING • .• LOCAL �oDE1
CONTROL VALVE S.
s ..
BUNDLED AT 15 FT INTERVALS
(24" LONG) 6. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO FONT FMORE RNFORIVAN8O
(LR)AND BE OPERABLE TO THE Cn Y'S YARD CE NT RAL COMPUTER SYSTEM
2 CU.FT PEA GRAVEL NOTES
PRIOR TOACCEPTINCE -- -- �-
NOTE: 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 DEGREE CHANGES IN DIRECTION.
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 8. GFI SHOULD BE WIRED SUCH THAT WHEN IT TRIPS,IT DOES NOT TURN OFF PVC CONDUrT FOR CONTna 2. PRESSURE SUPPLY LINE: 2-112'AND SMALLER 18'MIN.DEPTH.
THE CALSENSE CONTROLLER.
'/At VF wLRINc,
3'OR LARGER 24' N. H.
QUICK COUPLER VALVE - CONTROLLER ASSEMBLY CONTROLLER 24 VOLT SPLICE TRENCHING DETAIL
SCALE: N.T.S. f1535 SCALE : N.T.S. #5?4 SCALE N.T.S. #522 SCALE: N.I .S. #510 SCALE: N.T.S. fl
HARDSCAPING(SEF NOTE 4)
1800 PCs SCREEN PERFORMANCE
STANDARD_ & $MALL RADIUS SPRAY PATTERNS AND UMBRELLA-BUBBLER
~ti `!'T -- --- - - - PROJECT;19th Street S/S /E/O Arch. to Hermosa BY: FAC TM4E CI-1"M&C �+�10 �10�* s c a P
.�.'• :' 1% ;.' ;• �' MODEL PCSS-010 PCS-020 PCO 330 PCSO 340 PCSO 660 PC0.9� P 1 2525 PCS-175 5 PC2 6 0 PC3 770 STATIC PRESSURE HIGH: 85 LOW: 75 TMA" 14 nays NM ILA " �"OAVS•FTEP�� �Pp D E
---- rVK FAR-AGM kr-&W w W Pucm.mo+ Kr uRl{.y� �q�
COLOR PURPLE BROWN SILVER_ ORANGE BLACK WHITE GREEN YELLOW _BLUE RED_ SOURCE OF INFORMATION: RAYMOND A. n KVW- W" CCIIRn,*AT10" 0,
EiACK�IL.
1=I I I 11=I 14=I I sF 1 3' s s'# SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT •�* - -v = �a a° ',
8H 2' 4' 1' 7' 8'# PHONE NUMBER: (909) 987-2591
i 8T 3' 5' 5' 9'# t •ea ' w
80 2' s 7, 7' VALVE STATION/GPM: STATION: A-11 GPM: 23 7
10F - 8' 5' 8' , ti -•
_ _
I- tOH 2' 6' 2' 10' 11'# 11'# � t� T / �T g[
ITEM: P.S.I. LOSS ,
7�I-04
10T 2' 6' 7' 10'#
^`
_ � s
_ CLEAN B OR MAT SEE 100 2' 5' 8' T WATER METER SIZE: 11/2" @ 23 GPM 1.10 Grp^ '� %\ •. �' �'AR �`
Z P
- SECS.FOR MATERIAL.
II - o
o • 4
90%COMPACTION 1 F " ° • • T
REQUIRED 2 - - 10'# 5' T 8' 12'# BACKFLOW DEVICE: 11/2 @ 23 GPM 12.00 i ov.o0• F FD
I-I I I 12TO 2' 3' 5' 7' 10' 10' O
N FLOW SENSOR: 11/4 @ 23 GPM 0.72 .eFr °stip. . ` �,F C
12TT 2' 3' 5' 9' 11' 12'# cor►�c-NaN ret '{ r' - - cpt AeIA.Tytr Iw M nn4v+cs
_{'-�
I I � MASTER VALVE: 11/2 @ 23 GPM � � Tl{AFt sql• � LFE+Vrx F>¢ � P.
12H - - 4 3 8 10 12# 12# 0.51 �/\ f�_�. .
I l=I I PROVIDE 6"MIN.OF SAND 12T 2• 6' 4' 10' 12'# GATE VALVE(S): 1 2" @ 23 GPM 0.50 T�
BEDDING AND SHADDING MAINLINE (CL. 315): 21/2" 905L.F. @ 23 GPM 1.67 /
12Q 8' R' 12'#
15F - 10 - 5' 7' 11' 13'# 2" 539 L.F. @ 23 GPM 2.48 v�
15TO - 6' s' 8' 15'# AUTOMATIC VALVE SIZE: 11/4" @ 23 GPM 2.65 .._
15TT 1' 5' 6' 8' 1 # "
_ 2 15 LATERAL LINE SIZE: 4 7 L.F. 7 GPM 2.93 �meww•"we"M VW"
3/ 3 @
_ 111 I � I 49 L.F. @ 11 GPM 1.40 - M CLAW_ � DESCRIPTION OF REVISION
15H 1' 4' S' 8' 12' 12' „ -
Mh�Ok vEQ. F IIdNF RlYlIP°i-�.
1ST 3' 4' 8' 12' 15'# 15'# 1 �\
PM 4
AS �" s` °"" "� "1 DATE APPROVED
15Q 2' S' s' 12' 154 11/4 40 L.F. @ 15 G 0.9
CONTROL WIRE SLEEVE
5
SIZE PER PLAN.INSTALL 15SQ - 7' - 12X12' 14X14' 20X20' 23X23' 1 1/2" 5 L.F. 23 GPM 0.07 NOTES:
ADJACENT TO PRESSURE 17SST 0X18' 0X10' 16X16' 9X30'
SUPPLY LINE 15CST 4X22' 4X29' 4X39' 9X24' CITY o f RANCHO C
-
_ III 1. AN ,..,,�.� >� � .. �. .. �E,.. .�
17+r
- 15SST - - - 4X12' 4X24' 4X27 4X3-' 4X40 S•etTe•,: DONS-13,t Iry 3p6-T,j,4 of � „ti
(- 15EST 4X14' 4X16' 4X20'
111 I I
- - PRESSURE SUPPLY LINE 4X18' z ae,.e Mw be for � .� ]do ,,,,e y,.,, ,80 .,.
SLEEVE-SIZE TWICE 5F 3" 0 1' 2' 3'
DIAMETER OF PRESSURE 5H-B 5" ,o" s" 2' IRRIGATION HEAD PRESSURE: 30.00 19TH
5Q-B 5" 10" 3' 1' SYSTEM LOSSES SUBTOTAL: 56.97 � 'O°"x ~ be
-wfmw No jwar to or levy'•"
I SUPPLY LINE.
I-1 ( 5CST-B 7" 14" 3' 5' FITTING LOSSES (5 % OF SUBTOTAL): 2.90 4' � b' In C% w. � � be � South Side, East of Archibald Ave. to Hermosa Ave.
�6"TYR 16F-SLA - - 6" 5' 1' 4' 6' 14' 16'# aaroar w1°th. °W s"! id be w"ffe° « Ov%tw-
1sH-SLA s" i' r' S' 10' 13' 10' ELEVATION LOSSES/GAINS 0.00
NOMI PRESSURE LATERAL 16Q-SLA 6� 2' S' 3' ,2 164 ,6# P�ID . of �- . be VA � • � � � LANDSCAPE PLANS
UNE SLEEVE-SIZE TWICE TOTAL SYSTEM LOSSES: 59.87 PQM *ft* with
t
DIAMETER OF NON PRESSURE 22F-SS - - 8' 1' 4' 6' 1T 21'# a. 1%0 _j" bwval 4 IW* 17 .cin_ ~ A 9 M10, l %ft _10' elft Cs-AR-4000 JLC.
LATERAL LINE 22H-SS - 4" 1' 3" 5' 12' 18' 12' AVAILABLE PRESSURE (LOW): 75.00 v*vq • wW � (BMW it �N. &JW or•, rl, %r ,I IRRIGATION DETAILS
NOTES: 220-SS s" 2' 6' 31' 15' 20'# 22'# (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 15.13 1pon; ° 5' in I� or
1. ALL SLEEVES TO BE SCH.40 PVC. __
2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT A0 PSI. C7
3. ROUTESLFFVINGAROUNDHANDICAPRAMPS. AP�'ROVEC) LAY. C�A� E_ .
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS.
STD.NO.120(24"MIN.TO 36°MAX.DEPTH TO TOP OF PIPE BELOW DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. CITY OF RANCHO CUCAMONGA, CALIFORNIA
STRUCTURAL SECTION).
. 4^.Pvrvn
- n4ftCITY ENGINEER RCE No. 24953
TU CH REPAIR
SLEEVING DETAIL PCS SCREEN CHART PRESSURE LUSS CALC. 'A' _ 1mrEv `� -- - _ lz� r��_slcN ; AF;CHITERRA DE ` �N GROUP REcoMMErur����
�i�* a. ox +rn++ stere aNc�r..�L ral I.,sEr.e.rs eol.sm.+rnn• LANDSCAPE ARCNII E CTURF
e 1cc-E 24453
-t - yy
9FcT ! �
011
SITE. PLANNINGFr.rT
)F SAWN 1021 CHURCH STREET, SUITE 106 `; 111 i
SCALE: N.T.S. 4533 SCALE N.T.S. SCALE: N.T.S. SCALE: N.T.S. # t20 FAC RANCHO CUCAMONGA. CA 91730 L_9
(909) 4B4-2800 FAX: (909) 484-2802 ---
_q2
RLA NO. 2834
LL CHE CKL D HHAWING NO.
Q
JF DATE 3119/03 JOB NO. 0312 1878-L
e
n'
St ff i 1 Of13.
PLANTING NOTES
1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN,ON-CENTER
SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD
EXISTING LANDSCAPE AND IRRIGATION ADDITIONAL PLANT MATERIAL REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT
EX
EX REMAIN CONTRACTOR 1H ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR
PROTECT IN PLACE. ■ LEGEND.CITY INSPECTOR TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.ALL PLANT MATERIAL SHALL BE
INSPECTED AND APPROVED FOR QUALITY BY THE CITY PRIOR TO INSTALLATION.
19TH STREET 2 CONTRACTORS SHALL NOTIFY THE CITY INSPECTOR OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS
�A / W AND SPECIFICATIONS.
S S-5 S-4 SB S4 S-8 �g 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING
4 4 18 2 61 13 t0 1_-2 35 S-o ■ AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
Q 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE.
W ❑ 00 / _j 6. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS.
I
m 7. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT,BUT NOT BEFORE IRRIGATION COVERAGE
Q Q S 5 • ' ' n n e 3rE , • `� ` 3: Ta- W TEST HAS BEEN APPROVED. (SEE SPECIFICATIONS).
W S-s ` _ .� (W 8. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.
28 9. THE RECOMMENDATIONS OF THE SOIL REPORT,AVAILABLE FROM THE CITY AND PREPARED BY SOIL AND PLANT
o W is W x X' "" x S-6 -2 -1 S-2 S 9 S-3 S-9 S S-9 S-2 S-2 S-7 S` S-3 S-6 S- S-3 ■ LABORATORY,INC.SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS SEE
^ o o S 23 1 s t3 29 a 6 10 2 a 15 12 3 14 7 6 3 6 ' SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE CITY P IOR TO
( J p / Q MODIFICATION OF THESE SPECIFICATIONS.
0 =
I Z J
W Wa i ¢ O
o = W Z = z z z A ■ W 10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER
W a v a v �' o o ■ z SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS.
o LL
N � W o
a TYPICAL VINE NOTE: / = 11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
Q a 9 VINES SHOWN ON BACK OF WALL FOR GRAPHIC BEYOND THE LIMIT OF WORK INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS,THAT IS A DIRECT
Ir
fr Q Cr :57 CLARITY CONTRACTOR TO LOCATE VINES ONU RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT
J STREET-SIDE OF WALL. / F-- DUPLICATION OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY.
V / < 12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF THE CONTRACTOR SHALL INSTALL CONCRETE
:75/ MOWSTRIP OR HEADERBOARD AS INDICATED ON DRAWINGS.
13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY REPRESENTATIVE.
14. RIS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING
PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT
RESTRICT THE FLOW.
15. FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF'ROUND UP"OR
EQUIVALENT.IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT SUFFICIENT
WATERING CAN BE DONE.THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING.THE PESTICIDE SHALL
INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR IN 2-3 DAYS AFTER APPLICATION,
16. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT
REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS.
■
TYPICAL PHORMIUM NOTE:
■ CONTRACTOR TO ALLOW 18°CLEARANCE
_ ■ BETWEEN EDGE SIDEWALK AND PHORMIUM TO
/ -51 ENSURE FOR FUTURE GROWTH DOES NOT PLANT LEGEND
ENCROACH ONTO CITY SIDEWALK
cr ■ -8 -4 99 1 2 S_ S-8 S-2 SYMBOL
W 3 3 20 S-2 CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
17 QTY
TfqTREES
STR T-1 Lagerstroemia x'Muskogee' Crape Myrtle 24"box 20'o.c. Standard 3
/ Tt
n n �� � �, `;� T T-2 Pinus�anaricnsi� Canary island Pine 15 gallon 25 o c Standard 18
rn 1� __ _
i S 9 S- z
7 o 0
S6 _
' T - SHRUBS
_ 4 8 S-3 S8 S 6 S 3 S-7 S-8 S-8 11-2\ W S-4 S-6 S-8 S-4 S-8 ` S-6 `
Q /
S3 ' •
7 3 2 3 2 1 17 1 1 37 27 4 49 8 12
/ -a ' „ O S-1 Abelia x grandiflora'Prostratus' Glossy Abelia 5 gallon 48"o.c. 0
z
■ z S-2 Amena maritima Pink Thrift 1 gallon 18"o.c. 201
W -
a
z / a 2
S 2
IC G
S-3 Dietes bicolor Fortnight L11Y 5
gallon 48 o.c. 33
m 28
S-4 -
/ z 33 S_g
S-4 S-4 Festuca glaucu
ca Blue Fescue 5 gallon 12"o.c. 444
t� 0
in 16 _ ,
(� 33S-5 Juniperus squamata Blue Carpet' Blue Carpet Jumper 5 gallon 60"o.c. 14
TYPICAL VINE NOTE: 33 s / �� f ■
Q VINES SHOWN ON BACK OF WALL FOR GRAPHIC 1e S-4 S-6 Nandina domestica'Compacta' Compact Heavenly Bamboo 5 gallon 48"o.c. 92
,Jd CLARITY. CONTRACTOR TO LOCATE VINES ON - S-2 1 �a ■
►, STREET-SIDE OF WALL. 29 S-4 , , r ® S-7 Pennisetum orientale Fountain Grass 5 gallon 30"o.c. 21
■ J S9
33 - /
T
Iv, -- 1
A Y, 1 n
6
�� S-4 S_g !, r p 5-8 Phormium tenax'Jack Spratt' New Zealand Flax 5 gallon 24 o.c. 67
�l�r 33 25 S 2 y u': D
wNX XX1% ■ _j�
n
2?
o IN
a cArott4. � W ■ p S-9 Tulbaghia violacea Society Garlic 5 gallon 24 o.c. 145
UIQ, LIMIT OF WORK ~
6NW
\l 7
f Q "1 GY ANCF#OR I
U ■ =
VINES
33 WATER MFTFR (r,,•J{ W W V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall4ence 46
1�11 POWER POLE(2 EA.) ■ W
\I�Gv _ MAnRox ® /
EXISTING LANDSCAPE AND IRRIGATION / W
TO REMAIN. CONTRACTOR TO
'V l 41f� PROTECT IN PLACE. Z ■ J
0
� MULCH NOTE: ■ _
'li��/�`- SHRUB PLANTING AREAS AND TREES TO RECEIVE A 4" LAYER OF / U
f��Alit, ., i�yl CITRUS CHIP MULCH TOP DRESSING. MULCH SHALL CONSIST OF
� 1G PROCESSED WOOD MATERIAL EQUAL TO OR SUPPLIED BY / Q
\V1,, \41ia 6 1,f,J hlyt �! /�\I�li �_ EARTHWORKS, NORCO, CA. (909) 538 3321. SUBMIT SAMPLE OF GT.F.HAry 4oLF
ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR s.o.F HANr*"F ■
PLACEMENT FOR CITY INSPECTOR APPROVAL. /
N '
Q W 19TH
FPZ �_ STREET �—
Q w
Q Q O
DESCRIPTION OF REVISION DATE APPROVED
19TH STREET _ 60 3'-6"_ 2'-4'j T-8 EXISTING WALL FOOTING DCUCAMONGA
SIDEWALK PLANTER COBBLEPLANTERNOT WITHIN PUBLIC ROW. `" CITY of RANCH0
SECTION A-A
SHEET KEY MAP M'C1; FI
N.T.S. /� 19TH STREET,
South Side East of Archibald Ave. to Hermosa Ave.
" T S LANDSCAPE PLANS
PLANTING PLAN
Underground Service Alert SYMBOL LEG END APPHOVE D BY: DA 11. r �j
* .._ \1 DSC4p� CITY ENGINEER
• Call: TOLL FREE TREES SHRUBS o ��,�� 49 RCE No. 24953
PLAN CROSS REFERENCES a �°� s DESIGN A 1GHI] ERRADESIGN URo>JF� RECOMMENDED
z r, % LANDSCAPE ARCHIL E Cl URE
s X800 CALL-OUT _ = JH SITE PLANNING
SYMBOL CALL-OUT �b -. 10621 CHURCH STREET, SUITE 106
SYMBOL FOR NOTES AND LEGENDS, SEE THIS SHEET HAWN RANCHO CUCAMONGA, CA 91730 SE tE E I 10
422-4133 FOR DETAILS, SEE SHEET L-13 �� * 7 31 e JH (909)484 2800 FAX (909) 484 2802
SIZE
u (gal./box) QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 s - y ! °� �Q
QUANTITY FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 SCALE: 1" = 20' �qr o�� CHECKS U RLA N0. 2834 DF3AWING NO.
TWO WORKING DAYS BEFORE YOU DIG F
O F C A�-�� DATE 3/19/03 JOB N0. 9312 1878-L
sl- a: 1 �Q_OF
PLANTING NOTES
1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES'SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN.ON-CENTER
SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD
ADDITIONAL PLANT MATERIAL REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT
37 ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR
LEGEND.CITY INSPECTOR TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. ALL PLANT MATERIAL SHALL BE
S4
5
S9 INSPECTED AND APPROVED FOR QUALITY BY THE CITY PRIOR TO INSTALLATION.
■
p ■ 86 42 S 2. CONTRACTORS SHALL NOTIFY THE CITY INSPECTOR OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS
r ■i 5 6 S_9 AND SPECIFICATIONS.
.1 ■
LINE OF SIGHT 13 S-8�,', 8 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT.AND REPLANTING
_ S AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
W ■ ws a
_ S-3 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION!CERTIFICATION SCHEDULE
1 ----- __ ___________ t 4 6. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS.
■ x y - 0 y. B 7. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE
W ■ W ; �- _—— _ S 5 -- ---- ------------ TEST HAS BEEN APPROVED. (SEE SPECIFICATIONS).
W ■ LIM % FW
s4 ,4 EPOSSIBLE.
4
\tet ������������� 46
� ■ > - - �_ r p '- � 8. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER
2 S 3 2 p S - - � z n n n S-4
' f , ? �3 Z a 1 S a _.� =' \�. �' 47 S s S 2 9. THE RECOMMENDATIONS OF THE SOIL REPORT,AVAILABLE FROM THE CITY AND PREPARED BY SOIL AND PLANT
W ■ s 4 39 _ � Y . - ° n 22 S_9 LABORATORY, INC. SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS(SEE
Z R1 'STC)P"Sir N w S 1 S-2 =- _ - _„ \ `\ t �� S8 35 1 ■ SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE CITY PRIOR TO
■ Z w -
_ ■ ° t �i �' -20 S_5 _ ;�U a5 2 ■ �-- MODIFICATION OF THESE SPECIFICATIONS.
J Q ® MAI/RC)X d w 4 Z c U-
• a j2 '- 1 S 5 ■ 10. SHREDDED MULCH INSTALLATION' INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER
-2 9 S-7 5 3 2 1 W
U •i Z EXISTING LANDSCAPE AND IRRIGATION N� z 1 13 - - `�' "`` e g ? g� i _. 3 3 , S4 S 7 S3 ■ J SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS.
-- -
- 4 1. 7
_ 1 ,�� .�� 27 S2
■ 0 � S ' S2 S9 St — T — — }� _ � } ` > 11 S8
TO REMAIN. CONTRACTOR TO � : '�',�`� � ��'' � 3 2 S-7 ■
Q ■ PROTECT IN PLACE. a s_, 3i 10 S 7 — - / . __ 4 11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
_ 14 ■ BEYOND THE LIMIT OF WORK INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS,THAT IS A DIRECT
■ `� - S 8 S S ,` ■ RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT
■ 2 35 -. '� - n n --:- DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY.
Q10
5 o S 1 - - \ ' - �Yt.� k . 12 WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF THE CONTRACTOR SHALL INSTALL CONCRETE
y 2 5 S . - - MOWSTRIP OR HEADERROARD AS INDICATED ON DRAWINGS
54 , r - �2S°• ��
S � t _ :> �'a':,moi, ��,� C���_ -'1 '� I T
B 2 4 30 27 '-7 S 3 13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY REPRESENTATIVE.
S-8 --
4 19 _3
14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING
-2 S-9 (S 2 S-4 S5 PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT
24 22 47 2 ■ CO RESTRICT THE FLOW.
\41 u �IpyR�ly4y�'I�' ■ m 15. FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF"ROUND UP"OR
• W EQUIVALENT.IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT SUFFICIENT
��� WATERING CAN BE DONE.THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING.THE PESTICIDE SHALL
`'1.�4,�1/(G�I�- �/•�1'lr ■ z INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR IN 2-3 DAYS AFTER APPLICATION.
11 44 011 X114 T 16. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT
41r// = 1'l4ll/j = REQUIREMENTS.STAKING AND BACKFILL REQUIREMENTS.
_41
�41r.�Jli"11ti�t ail//�1'l�`1'/f::. �'141r ■ Q
4I.`G��t/a
PLANT LEGEND
►� +LIQ 4, 1/�l ���/�1fry_ SYMBOL
`ff, a! a CALL-OUT
4I/a 11��'� BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QTY
e � A ~��� Yt ��,t'�1�1/..,J14 I�/��/� TREES
/ �{��►I? ' I J 11;% _�` ��r,�4141
o s 8 n
T-1 Lagerstraemla x Muskogee' Crape Myrtle 24 box 20'o.c. Standard 9
T-2 Pinus canariensis Canary Island Pine 15 gallon 25'o.c. Standard 24
N
r
SHRUBS
n
}�I
R
Y�--
Lia gallon 67
S-1 AbeCia x randiflora Prostrates Glossy Abe 5 48 o.c.
4 0
9 �Y 9
S-2 Ame
ria mari6ma
Pink Thft 19aIlon 18n
o.c. 384
19TH STREET_ _ 4'-0" 5'-4" _ ,5'-8" 5-0"_ _ EXISTING WALL FOOTING
G S-3 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 33
PLANTER COBBLE PLANTER SIDEWALK NOT WITHIN PUBLIC R.O.W. S-4 Festuca glauca Blue Fescue 5 gallon 12"o.c. 389
SECTION BSB 19TH STREET T-3' _ 5-0" EXISTING WALL FOOTING ® S-5 Juniperus squamata'Blue Carpet Blue Carpet Juniper 5 gallon 60"o.c. 49
PLANTER SIDEWALK NOT WITHIN PUBLIC R.O W.
N.T.S. p S-6 Nandina domestica'Compacta' Compact Heavenly Bamboo 5 gallon 48"o.c. 0
~ SECTION C—C ® S-7 Pennisetum setaoeum'Rubrum' Purple Fountain Grass 5 gallon 48"o.c. 70
0 ■ N.T.S. p S-8 Phormium tenax'Jack Spratt' New Zealand Flax 5 gallon 24"o.c. 172
C ■
■ t
W Q S-9 Tulbaghia violacea Society Garlic 5 gallon 24"o.c. 296
■ 2 S- .••. c N
Oo S 2 2 9-8 S5 ■
■ 2g 20 3 1 ? S-5 ■ J VINES
2
Q ■ 3 1 3 6 35 S-1 ■ A V-1 Parlhencdssus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall4ence 0
11 9 T 35 S-3 S 9 ■ W
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—� ■ C F W o f ■
■ a Q a ■ J
U ■ 3 LL ■ _
■ TYPICAL PHORMIUM NOTE: ■ U
Q CONTRACTOR TO ALLOW 18"CLEARANCE ■ ~
BETWEEN EDGE SIDEWALK AND PHORMIUM TO ■ Q
ENSURE FOR FUTURE GROWTH DOES NOT ■
ENCROACH ONTO CITY SIDEWALK.
■
w _ 9TH
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V): STREET
W Z
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Z � L� = DESCRIPTION OF REVISION
v I m DATE
z APPROVED
< a cn
. > CITY of RANCHO CUCAMONGA
D
SHEET KEY MAP MIGNONETTE 19TH STREET,
_ _ _ _ _ _ _ _ _ �\ STREET South Side, East of Archibald Ave. to Hermosa Ave.
MULCH NOTE: LANDSCAPE PLANS
SHRUB PLANTING AREAS AND TREES TO RECEIVE A 4" LAYER OF N T S
CITRUS CHIP MULCH TOP DRESSING. MULCH SHALL CONSIST OF PLANTING PLAN
Underground Service Alert PROCESSED WOOD MATERIAL EQUAL TO OR SUPPLIED BY
EARTHWORKS, NORCO, CA. (909) 538-3321. SUBMIT SAMPLE OF
SYMBOL LEGEND ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR APPFIOVE U BY, UAI
PLACEMENT FOR CITY INSPECTOR APPROVAL. --
• e ; �o \'P*wCmw� 4 CITY ENGINEER RCE No. 24953
• Call: TOLL FREE TREES SHRUBS - "
Q CALL-OUT PLAN CROSS REFERENCES _ ,a a0 �, DESI GH 'ARCHITE RRA DES �N GF�OUP RFCOMMFNDEC,
1 _�00 LANDSCAPE ARCHITECTURE
+nst � SYMBOL CALL-OUT r w SITE PLANNING
10621 CHURCH STREET. SUITE 106 c
SYMBOL FOR NOTES AND LEGENDS, SEE THIS SHEET J 7 q )HA\A/N RANCHO CUCAMONGA,CA sn3o J if I I L- 11
422-4133 SIZE * ,1H (909)484-2800 FAX: (909) 484-2802
FOR DETAILS SEE SHEET L-13 � X03 � - ���-�--
(gal./box) QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 �� - �` RLA N0. 2834
QUANTITY SCALE: 1" = 20' -4r Q CHE GK D OF SAWING NO.
TWO WORKING o
o O O KING DAYS BEFORE YOU DIG EE SHEET L-7
FOR CORRESPONDING IRRIGATION PLANS S
O CO F �F
3/19/03 1878-L
o
FCA
o �_ DATE JOB NO.
J
a
SF�E E 1 _ J— Uf _ 13 _
PLANTING NOTES
■ 1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANMES ARE AS SHOWN ON PLAN.ON-CENTER
■ SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD
—1■ ADDITIONAL PLANT MATERIAL REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT
■ ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR
LEGEND.CITY INSPECTOR TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. ALL PLANT MATERIAL SHALL BE
W■ 2 D INSPECTED AND APPROVED FOR QUALITY BY THE CITY PRIOR TO INSTALLATION.
W■ 1 1 52 1 8 39 2. CONTRACTORS SHALL NOTIFY THE CITY INSPECTOR OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS
TS-4
AND SPECIFICATIONS.
T , EE 84 S-5 S-3
■ } 8
G IRRIGATION EQUIPMENT- AND REPLANTING
' 16 S-fi
L-- - S-4 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND R IN AILIN
W # a --- `-----__ + R a 21 78 36 S 3 1
W AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
S 1
/ _ ____ __ _ _ _ � •� ) 4 4 REFER TO PLANT NC SPECIFICATIONS FOR IN PECTION CERTIFICATION SCHEDULE.
7
6. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS
It n e e
z■ n 21 a e e e e
S 9 LL' z N - e e--e -n e " " EFS AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT.BUT NOT BEFORE IRRIGATION COVERAGE
J■ 21 '< ? w r r: " ' A ' ' j : fi s TEST RHAS BEFN APPROVED (SEE SPECIFICATIONS)
a - X'X'
U■ 2 ? Y J °CY �^ „ 8. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.
Q o = c
W u -
Z) If T
e
~Q■ LL Q D ? ? R?6� S,c)f'f,N(- e EA 9. THE RECOMMENDATIONS OF THE SOIL REPORT.AVAILABLE FROM THE CITY AND PREPARED BY SOIL AND PLANT
■ Q \ e LABORATORY, INC. SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS SEE
O tr Q w TRAFF IG SIGNAL PSH
Z a NEW LANDSCAPING SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE CITY P IOR TO
■ o `Q ° MODIFICATION OF THESE SPECIFICATIONS.
' ..... ... I NG
■ LL ki 10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER
■ ¢ a 1 TO REMAIN SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS.
■ ~ ¢ 18 +.
11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS,THAT IS A DIRECT
RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT
DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY.
12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF THE CONTRACTOR SHALL INSTALL CONCRETE
MOWSTRIP OR HEADERBOARD AS INDICATED ON DRAWINGS.
TYPICAL VINE NOTE:
MATCH LI N E 'C-C' - SEE BELOW RIGHT VINES SHOWN ON BACK OF WALL FOR GRAPHIC 13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY REPRESENTATIVE.
■ ■ ■ ■ ii ■ ■ ■ ■ ■ ■ ■ ■ CLARITY. CONTRACTOR TO LOCATE VINES ON ,/� O
STREET-SIDE OF WALL. 14. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING
PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT
RESTRICT THE FLOW.
EXISTING LANDSCAPE AND IRRIGATION EXISTING LANDSCAPE AND IRRIGATION
.
TO REMAINCONTRACTOR TO PROTECTS TO REMAIN. CONTRACTOR TO PROTECT 15. FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF"ROUND UP"OR
I .\ IN PLACE, UNLESS NOTED OTHERWISE. EQUIVALENT. IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT SUFFICIENT
lo IN PLACE �y0; WATERING CAN BE DONE.THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING THE PESTICIDE SHALL
'\yJ-064 11/41(G w63,cHn DRFN INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR IN 2-3 DAYS AFTER APPLICATION.
CROS.41Nr'SIGN �-�
16. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT
-,►`x'\1'1 J REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.
O �'141yj
,`'l�ul 4 I'/ I/N4,_ IRRIGATION
W \� �I� CCNJTROI BOX
�{I�/ \`)�L/��/ STORM
eP I•�y , �; \ 'L DRAIN MANHOLE O
��,�s ��` �� 1114 z PLANT LEGEND
W
> ul _ I I�14 SYMBOL
rl'h , > CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QTY
�1r�4tip" �' \41,a\ll�� 1iJ� TREES
W Q
T-1 Lagersiroemia x'Muskogee' Crape Myrtle 24"box 20'o.c. Standard 4
0T-2 Pinus canadensis Canary Island Pine 15 gallon 25'o.c. Standard 9
y R?08(3)-NO TRUCK O
` OVER 3 TONS"SIGN S
---.•• G SHRUBS
S 1 Abefia x grandiflora'Prostratus' Glossy Abelia 5 gallon 48"o.c. 7
..L� T S-2 Ameria maritima Pink Thrift 1 gallon 18"o.c. 77
O S-3 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 31
R2(45)-SPEFD S-4 Festuca glauca Blue Fescue 5 gallon 12"o.c. 162
LIMIT'SIGN
19TH STREET_ 6'0" _ _ V-3"_ EXISTING WALL FOOTING ® S-5 Juniperus squatama'Blue Carpet' Blue Carpet Juniper 5 gallon 60"o.c. 8
SIDEWALKPLANITEV NOT WITHIN PUBLIC R.O.W.
0 S-6 Nandina domesbca'Compacta' Compact Heavenly Bamboo 5 gallon 48"o.c. 42
SECTIOND—D ® S-7 Pennisetum setaoeum'Rubrum' Purple Fountain Grass 5 gallon 48"o.c. 0
18'X18•X40•
CONTROLLER BOX N.T.S. o S-8 Phormium tenax'Jack S ratt' New Zealand Flax 5 gallon 24"o.c. 0
O P
S.C.E.METER
LIMIT OF WORK 'PARK'SKIN O S-9 Tulbaghia violacea Society Garlic 5 gallon 24"o.c. 94
_
XXL \\
VINES
A V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wal4ence 18
MATCHLINE 'C-C' - SEE ABOVE LEFT
W66'CHII-DREN
CROSSING'SIGN
-
W — 9TH
0W
rn::, STREET
W z
0> W_
¢ z
0
a =
C7 I i m
MIGNONETTE STREET >� x
Q >
Q Q 0
D
D
< DESCRIPTION OF REVISION JAPPRDVEDATE n
SHEET KEY MAP MIGTHT T1
STFtEFCITY of RANCHO CUCAMONGA
N T S 19TH STREET,
South Side, East of Archibald Ave. to Hermosa Ave.
i MULCH NOTE:
LANDSCAPE PLANS
SHRUB PLANTING AREAS AND TREES TO RECEIVE A 4" LAYER OF
CITRUS CHIP MULCH TOP DRESSING. MULCH SHALL CONSIST OF PLANTING PLAN
PROCESSED WOOD MATERIAL EQUAL TO OR SUPPLIED BY
Underground Service Alert SYMBOL EARTHWORKS NORCO. CA. 909 538-3321. SUBMIT SAMPLE OF
9 S OL LEGEND � > , ,
ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR AFF HOVE U BY. DAl E �70�
•' PLACEMENT FOR CITY INSPECTOR APPROVAL.
•. �' TREES SHRUBS P*p SC APf 24 53
-, �. CITY ENGINEER RCE No. 9
Call: TOLL FREE Um 4
`O� W b'r'a 9�, -c AR HITS RRA DE N GROUP
CALL-OUT
�, � y C G G OU
PLAN CROSS REFERENCES _ ,-4 DESIGN LANDSCAPE- ARCHITECTURE f�L G� ME NC)E D
((� 1 -�0o SYMBOL CALL-OUT `�
v �, `,H SITE PLANNING
FOR NOTES AND LEGENDS, SEE THIS SHEET 10621 CHURCH STRFFT. SUITE 106 C�
+►�. SYMBOL . sw,;a,. of SAWN �,f IE t I
= SIZE :
RANCHO CUCAMONGA. CA 91730
- 422-4133 FOR DETAILS, SEE SHEET L-13 IN
a - -� � - "ler a c � "' {909)484-280C FAX: (909)484-2802
(gal./box) QUANTITY QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 „ - q - •tfr �ag ��P RLA N0. 2834
A 1 - 2
0114 CK L) DRAWING NO.
SCALE: 0
r
TVII - o
o O WORKING DAYS BEFORE Y DI ('
OU G FOR CORRESPONDING IRRR�aATION PLAN SEE SHEET L 6 � F '\F 3119103 1878-L
o �.
F C p 0312
� o �_ � DATE JOB N0.
Nar6 N
1 REMOVE NURcnTVSTAKFS
2 STAKES TO BE PL LIMB AND A
PARAUFL E ^• 1/
3 STAKE TREE PERPENDICl1LAR V
TO PREVAILING MWD `
Pay
v � N S QP( 5 �`V
W E
n , f v TIGHTLY COMPACTED T BERM TO FORM
v` TOP TIE TO BE PLACED AS LOW y DF PRF SSE D WATT RI V3 BASIN. rMF HALF OF SPACM
U TOP OF STAKES BEI CFW HEAD REOUIRFMFNT
AS POSSIBLE ON THE TRUNKTO OF TREE WHERE SP[CIFS GROWTH `�
Q ALI OW FOR WIND FLEXING OF THE TREE TOP OF ROOTBALl TO 4'WCXD[.)CHIP MULCH
BREA
UT NOT SO LOW AS TO LOSE SUPPORT HABfT PERlJTS `� / `' TOP OF FINISH AIA TO E7CTETi[12' UMfT ANTER A
OR At I OW THE HEAD TO DROP MAIN TRUNK EXT END Y ABOVE (\ ABOVE FINISH JU Wr
FINISH GRADE ORKiMAI.GRADE NATIVE F:WCKFlU WfiH NO ROCKS
TOP OF STAKES BEI.OK' w
HEAD OF THE!WHERE m (2)SETS OF CINCH TIES
GREATER THAN 3'gAMETER
W GAl VAN3'EERM TIGHTLY COMPACTED IN
sv -
SPACED 24'APP,R1.ATTACH PLACF_TO FORM WAIHtING BASIN
t nes Gf<:wrrH Hn[vT PEFtMriB > IZFU SCREWS TO 3'
—( MAIN THUNr: 12'MAXIMUb� -.,- `'• LODGF POI.FS 1...
4 f2t W'OF r'YLF;H TIES SPACED 24'
10 APAP AT!A Y'1 ':V AN:7FL -
. of i,. .-. - 2'DIA I ODrF PIX F PINE STAKES •j - - _
TOP OF ROOTEtAI I m FYTFND - uWOO' PPFct t A .,,T cTAIN -1 .,
W tIX-f f IC -
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� r`� v F n r ,•� IaY nr, i >rT
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u: .� _ ...•.m.;, n_Ie Ik r�G.,,f j 7F -i"I' EA I' ti' HA,•,..k'?.• ,4;. I 'JN'AA iIEµA-cnRmrcP� 'TnSrNN^,A11 RnOTceTFnC;f 2 I{r O ci, r_ r C
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q ar- a r c A ^A': til 4 IN
qFq :.J RF 1Flr 4 0JE't f nNA nirA',^"FS
"Y:!r"• 1 Rf MOVE NURSFRY SLAKES (�F 'AN VA-L i A -A� r:AN '4 J:rIr A' :,N !E
2 SIAKI.S TO BE PLUMHANDPARAtI R Lt,E N. ARE C�-Alk -ti 0N."
3.SIA* THEEPLRPFNDICUTAR TO PREVAII INGWIND
TREE PLANTING ` TREE PLANTING ON SLOPE
- � � .� # � � _ ,_ _� SHRUB PLANTING . . . SHRUB PLANTING �� �ON SLOPE _ � SHRUB SPACING
' SCALE: N.T.S. x SCALE: N.T.S. 502 SCALE: N T .S. # 505 SCALE F. N T.S # 506 SCALE: N.T.S. # 507
4'OF COMPACTED WOOD CHIP
MULCH.
HARDSCAPING(CONCRETE HEADER.
CURB&GUTTER,SIDEWALK,ETC.1 KNISH SOIL GRADF
12'
k
J.
�}
\L SHOVEL CLT EDGE COMPACTED
NATIVE SOIL
NOTES`.
1. PRIOR TO PURCHASFIPLACEMFNT OF THE MULCH.THE CONTRACTOR SHALT.
SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BI END
INTO EDGE S AT GROUND COVER ARE AS.
3. MOISTEN MULCH AFTER INSTALL.ATION TO ASSIST IN COMPACTION.
4. PLACE NO MULCH WITHIN A W RADIUS OF THE CROWN OF A WOODY PLANT,
MULCH LAYER
IF
4 508 SCALE
SCALE: N.T .S. SCALE.: SCALE: SCALE:
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
19TH STREET,
South Side, East of Archibald Ave. to Hermosa Ave.
LANDSCAPE PLANS
PLANTING DETAILS
IDS' APPROVLU BY. _ UA1 E. .
P r
um
CITY ENGINEER RCE No. 2459
a� w�a� �y DESIGN ARCHIlEF{RA DE. 6N GROUP RECO MENDU)
2� r'� r" �H LANDSCAPF ARCHITECTURE
'' Iww�l��lwwwn�rlw��igwwn�ww wwwwwwlw - _ _ _ _ U (P nAg
wwwwwwwwwrwnww�wwnww��r�www�w� - �•�
_ SITE PLANNING
: -. [)F;AWN
SCALESCALE:
10621 CHURCH SIRE ET. SUITE 106
SCAL E: SCALE: 1, 7. 04 * JH RANCHO CUCAMONGA, CA 91730 �_ i
(909) 484-2800 FAX: (909) 484-2802 1
CHECKED REVISED RLA N0. 2834 DRAWING NO,
OF CO, JAF DATE 3/19/03 JOB NO. 0312 1878-L
a