HomeMy WebLinkAbout1766-L DEVELOPER/OWNER
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LANDSCA ARC EC URAL LANS
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FORECAST HOMES
10670 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CALIFORNIA 91730
TRACT # 16- 105 (909) 987-7788
ATTN: MR. JIMMY PREVITI
LMD LANDSCAPE
LA, NDSCAPE MAINTENACE DISTRICT NO .
VICINITY MAP GENERAL NOTES SHEET INDEX
PROJECT SITE
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ST
WINERY
EGENERAL NOTES:
CTN,i HILL E CT 1 L- 1 TITTLE SHEET
c I 1. THESE NOTE.. SHALL BE USED IN CONJUNCTION WITH 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING
PROVIN Z imm ELI THE PLANS AND ANY DISCREPANCIES SHALL BE
' I I R BROUGHT TO THE ATTENTION OF THE LANDSCAPE CRITERIA:
~Ils, Ir AwTtx I - } pK •�' wry' ARCHITECT AND THE CITY. L-2 CONSTRUCTION P
*- I t �.rr- � BETWEEN CITY-MAINTAINED TURF AND CITY MAINTAINED SHRUB
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS
IR/A I 1G THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- L-3"a NANCE-8'WIDE X 6"DEEP CONCRETE HEADERS I PLAN
TEl 1 3. ALL WORK SHALL BE PERFORMED ACCORDING TO BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE-
�lO� I > O CTAt _6 1 �"S�. Q7� CURRENT CITY STANDARDS AND THE CURRENT
T•- �-�... STANDARD SPECIFICATIONS FOR PUBLIC WORKS NANCE Cr WIDE X 8"DEEP CONCRETE HEADERS L —T IRRIGATION DETAIL
I 1 G tiC CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE S
4. THIS WORK SHALL BE INSTALLED BY A LICENSED 6"WIDE X 6"DEEP CONCRETE HEADERS
`" i CONTRACTOR WHO SHALL CARRY WORKMAN'S L-5 PLANTING PLAN
9 CTCOMPENSATION, PUBLIC LIABILITY AND PROPERTY 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL
AV I I _. DAMAGE INSURANCE AS REQUIRED BY LAW. ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE
MILLER AV ! T t MADE IN THE FIELD, AD ADJUSTED AS NECESSARY TO MEET FIELD
---! 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR CONSTRU TINPLANTING DETAILS
EXCAVATION WORK. NOTIFY PERTINENT UTILITIES ANDAND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. C CUNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO L-6
,7 WORKING DAYS PRIOR TO CONSTRUCTION.
14. FOLLOWING
PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE L-7 IRRIGATION SPECIFICATION
� I �i> • Z� � r ` •r• 8. AT THE CONCLUSION OF ROUGH GRADING, AN FOLLOWING CRITERIA:
WGIONAL /. i AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO
11#0^01ING CEMER G7 THE CITY INSPECTOR, AND ALL RECOMMENDATIONS
W re FROM THIS REPORT SHALL SUPERSEDE SOILS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
' L-8 PLANTING SPECIFICATION
iS/TEl , '- `�' -- � 41 � � S �'� e � � AMENDMENT RECOMMENDATIONS SHOWN ON THE PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC
TSF s rn PLANS. SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
7. WALL FOOTINGS AND REINFORCING SHALL NOT BE ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
R� �r 15 nocR r LOCATED WITHIN THE R.O.W. UNLESS DETAILED REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE
CONSTRUCx ` HAVE BEENION AND APPROVEDBY THE CITY ENGINEER.TURAL NS
CITY INSPECTOR.
FOOTHILL • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND
too 200 •••— 13 -- "
V N TLi W 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A ACCEPTANCE BY THE ENGINEERING DIVISION.
2'WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT
Q T H T C 88LE- SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE PLANS ONLY.
Z < a fVly �— NEWCASTLE CT TONE CT TOE OF SLOPE.
9. UPON COMPLETION OF INSTALLATION, AN 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
\
/ ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON
WRITTEN VERIFICATION FROM THE INSPECTOR THAT A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911
ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE JAMES FREI
MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL
COMMENCE. SAID MAINTENANCE SHALL CONCLUDE B. GENERAL TELEPHONE
ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, (800)483-3000
FLOWER COLOR,TURF ESTABLISHMENT OVERALL
N.T.S. PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200
OF THE IMPROVEMENTS. MAINTENANCE SHALL
INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591
MAINTENANCE RESP N IBILITY MAP RAISING TREE ROOT BALLS WHICH SETTLE BELOW 9641 SAN BERNARDINO ROAD CONSULTANTS
GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS
ARE NECESSARY FOR PROPER CARE AND UPKEEP. RANCHO CUCAMONGA,CA 91730
REPLACEMENT, CLEANING, AND ADJUSTING NECESSARY.
E
TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING E. METROPOLITAN WATER DISTRICT (909)593-7474
ORDER WITH PROPE,' COVERAGE, REQUIRED PRIOR TO F. COMCAST (909)983-9895
FINAL ACCEPTANCE G,=THE WORK BY THE CITY.
DUPONT ST. L A N D S C A P E DAN GUERRA & ASSOCIATES
,
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE (PORTION OF RED HILL) CIVIL ENGINEERS
LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS ONTARIO,CA 91762 ARCHITECTURE 8331 UTICA AVENUE
REQUIRE A P.C.A. RECOMMENDATION.
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER G. MARKS CABLEVISION (800)566-2757 SITE PLANNING SUITE 150
THE DIRECTION OF A CALSENSE REPRESENTATIVE, FOOTHILL BLVD.#120 RANCHO CUCAMONGA, CALIFORNIA 91730
LANDSCAPE MAINTENANCE AREA RANCHO CUCAMONGA,CA 91730 10621 CHURCH STREET. (909) 987-4306
H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 Suite 106
7951 REDWOOD AVE. Rancho Cucamonga
c FONTANA,CA 92336 CA 91730
0
„4 (909) 484-2800
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Fax (909) 484-2802
c�
LIMITS OF WORK Richard Krumwiede
���� E CA Lic. #2834 AZ Lic. # 29115
i LIMITS OF WORK
NV Lia # 446
cc a•���: _., s r - ,, . _ . ,�. tib-- w
0 ,..: LANDSCAPE QUANTITIES
5 � C�C0
EAST AVENUE 00O
UMITS OF WORK r /
V
�PuMlTs of WORK _ A. TOTAL S.F. OF NON-TURF LANDSCAPE AREAS: 8,769 (� DESCRIPTION OF REVISION
w ¢ B. TOTAL S.F. SIDEWALK AREA -. 5,846 DATE APPROVED
�
..._ _ F, .. _.a F.: ;
' LL C. TOTAL S.F. HARDSCAPE AREA: 4,853
000 r CITY of RANCHO CUCAMONGA
EAST AVENUE
0 D. TOTAL S.F. OF HARDSCAPE AREA (INCLUDING 1 OF SIDEWALK): 5,939
LIMITS OF MRK J E. TOTAL S.F. OF ALL AREAS: 19,468
F. TOTAL ACRES: .46 C O EAST AVENUE PARKWAY IMPROVEMENTS
G. TOTAL STREET TREES PER STREET-SPECIES AND QUANTITY: �0 FOR
2� TRACT NO. 16105 N/O Mil-LER AVEN. JE
EAST AVENUE (WEST SIDE ONLY): 38 TREES TOTAL 11--11
�
1. EUCALYPTUS CAMALDULENSIS - RED GUM - 23 U TITLE SHEET
2. GEIJERA PARVIFLORA - AUSTRALIAN WILLOW- 7
3. LAGERSTROMIA INDICA 'NATCHZ' - CRAPE MYRTLE - 81- APPROVED BY: DATE :
"osC4�F KrUmw• 4CITY ENGINEER RCE No . 24953
9
H. TOTAL S.F. OF CITY MAINTAINED PLANTER WALL: 214 LINEAR FEET �a yam �y DESIGN ARCHITERRA DESIGN GROUP FEITI ISD
JAF LANDSCAPE ARCHITECTURE _jW
f m3 _w SITE PLANNING
Ne — 10621 CHURCH STREET, STE. 106
1 7_ ,_� * DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
�t JAF (909)4842800 FAX: (909)4842802 L-1
DateN.T.S. �4Z6"'r �oQ��
t,F C0`, CHECKED JAF 46-01 2834 DRAWING NO.
DATE RLA N0.
ARCHITERRA JOB NO. 0020-5 SHEET OF
'J SEE PLANTER WALL DETAIL
W BELOW
W
6 11 2 12 /
b ' V-_
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4 3
2 6 5 9 3 2 1 OF 00� 0
17
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LIM S OF WORK / - - - -01
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000
55/ J
x% 1 13 13 11 13 U
i 1 F'
0 � Q
Of
EAST AVENUE
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LIMITS OF WORK
BACKFILL MIX: I
CONTRACTOR TO INSTALL CLEAN TOP
SOIL IN ALL RAISED PLANTERS.
I
I
2 1 5 I 9
CONSTRUCTION NOTES CONSTRUCTION LEGEND : 3 _
0 ROCK COBBLE INSTALLATION PER DETAIL A,CITY OF RANCHO CUCAMONGA i
•
STANDARD DETAIL NO.542,SHEET L-6.
CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN R
IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY 2. CONSTRUCT RAISED PLANTER WALL WITH COBBLE VENEER,SEE DETAIL THIS SHEET. i
NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY INSPECTOR. THE CONTRACTOR 3. MASONRY PILASTER,SEE CIVIL ENGINEER'S PLANS FOR ADDITIONAL INFORMATION.
SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE
SUCH NOTIFICATION. 4. MASONRY BLOCK WALL,SEE CIVIL ENGINEER'S PLANS FOR DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL 5. CONCRETE SIDEWALK PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 10 _•�: r s .
UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE "
6. TYPICAL 6 CONCRETE HEADER PER CITY STANDARD AND DETAIL B,SHEET L-6. '
RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID 8 Np S CA pF
UTILITIES. 7. PROPOSED STREET LIGHT,SEE CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ; �o Krum W4 +q�
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUB- 8. CONSTRUCT HANDICAP RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. d a s
CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. T " !_.-_zia `acv fi
9. CONCRETE CURB AND GUTTER PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. C' p
4. SEE GRADING PLANS FOR VERTICAL CONTROL.
10. PROPOSED FIRE HYDRANT,SEE CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 7 31-
5.
1 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS47I \\� T
AS REQUIRED. REFER TO IRRIGATION PLANS. 11. CONTRACTOR TO INSTALL NDS 4"FLEXIBLE DRAIN LINE AND 4"GREEN ATRIUM GRATE p Date
COVER MODEL NO.75.MATERIAL AVAILABLE FROM:NDS,PHONE NO.(800)726.1994. \4p O
6. PRK)R TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SCALE: 1"=20' F OF C lkv�
SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 12. CONTRACTOR TO INSTALL 4"DIA.PERFORATED DRAIN PIPE AS SHOWN ABOVE.
6 5 7
13. CONTRACTOR TO CORE DRILL CURB FACE AS SHOWN IN TWO LOCATIONS FOR DRAIN
7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS TO REDUCE LINE TO DRAIN TO GUTTER.
DIPS, ABRUPT CHANGES, AND SHARP TRANSITIONS. PLANTER WALL DETAIL N.T.S.
8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL HAVE A
CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND WALL LEGEND:
APPROVED BY THE CITY PRIOR TO BEGINNING THAT PHASE OF WORK.
9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATON, O1 RIVER ROCK COBBLE TO BE SELECTED FROM LOCAL ROCK QUARRY,SIZE AND QUALITY TO MATCH DESCRIPTION 0 F REVISION
THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. PERIMETER WALL PILASTERS.COBBLE TO BE APPROVED BY PUBLIC WORKS INSPECTOR. DATE APPROVED
2. CONTRACTOR TO INSTALL MASONRY CUPS PER MANUFACTURER RECOMMENDATIONS. CITY of RANCHO CUCAMONGA
3. NO.4 REBAR VERT.AT 16"O.C.GROUT ALL CELLS SOLID IN PLANTER WALL.
4. 8"M"X16"PRECISIONBLOCK(CMU)PLANTER WALL. EAST AVENUE PARKWAY IMPROVEMENTS
5. NO.4 REBAR HORIZONTAL AS SHOWN AND CONTINUOUS THRU.FOOTING. FOR
OR
6. 9016 COMPACTED SUBGRADE. TRACT NO. 16105 N/O MILLER AVENUE
7. 4"DIA.CORRUGATED DRAIN PIPE WITH 1 CUBIC FT.OF 3/4"CRUSHED GRAVEL PER EACH
LINEAR FOOT OF DRAIN LINE.CONTRACTOR TO WRAP WITH DRAIN FABRIC.CONTRACTOR TO CONSTRUCTION PLAN
MAKE CURB CUT OR CORE DRILL AS NECESSARY.
8. ADJACENT CONCRETE SIDEWALK. A P P R 0 V E O BY: - DATE : a�
9. PERIMETER MASONRY BLOCK WALL PER CIVIL ENGINEER'S IMPROVEMENT PLANS.
CITY ENGINEER RCE No . 24953
10. 1/2"EXPANSION JOINT, PER DETAIL C,SHEET L-6 DESIGN ARCHITERRA �GN GROUPY (DED
11. APPROVED WATERPROOF MEMBRANE.SUPER BLOCKADE BY MERLEX STUCCO INC. JAF LANDSCAPE ARCHITECTURE
PH.#(714)637-1700. SITE PLANNING
11 CHURCH STREET, 106
DRAWN RANCHOCUCAMONGA, CATE.9173 SHEET
JAF (W9)484-28W FAX: (909)484-2802 L-2 or-
CHECKED
FCHECKED DRAWING NO.
JAF DATE 4-6-01 RLA NO. 2834 17&6- L
ARCHITERRA JOB NO. 0020-5 SHEET OF
W
u-
i i = '/
tos"I 3 10 6 / �R / 22 7 22 1
1" 141 SO. FT" 434 SO" FT. 1" ��/ / �� V �a , ��� 1030 SO. FT. 1 1/7" 1010 SO. FT. 1 117►�
/ / T / / 8EL()H'SEE C HOLLER NOTE
):�
/ '�' / II
00
LIMITS OF WORK - /��� ��������������� �"
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
a+a" � DIA. 4 DIA. • I / a"
•, ` _ LIMITS OF WORK
- - _ ;. * s /iIi/��/�IIII//�/'" �a A \ 314rI e103 41 S �34" - _3 - j _ _ __ } ��tl��/�//10Op00 �//iiee0eOeArOpee/lei
pill 4\ 3/4'� �3 4 3 4' �3 4 3 4 X3:4 4° 3/4 - 34 `3 4 3 4 �ir4° 34 r3i
314' 3l4
-- _ _ _ _
34 1" 31a' ` 3.._ 3/4' 1" 3+4" t• 7 CC _ L5 ,,{
/ 4• 11la" 31a" 4„ 4" 3/a" 4" 314" 4• 31a" 11/2 a" 4n + " M- _
<10 V 3!a" 4" 314" a' 4' 3!4'V2 swwwwwwwwwwww www w 1112" ww w w w �" .. w w w w w w Q w. ir �+� ww w �. wwwwwwww 1/2" ww wwww wwwwwwwwwww � www wwww www 112 w .. w w w w w w ws w �" �. www 12" i „�/ 31 - - - -- - - -- - - - - -- -- -- ---- --- 314" 114" �i" t" 11J2" --- - - - -- - - - - - - -- - - - - -
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
07
3i4" �3'4' 314" 3 a" 13+a• 3+a^ 13+a" 13rq" _ 3+4" 13+q" ". ■
__
�� 53.60 T.C. 56.86 T.C. 58.65 T.C. 62.301 4 T.C. 62.63T.C. W
/
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/ MAINLINE NOTE: I wj
�7/ " " 448$O. FT 1" CONTRACTOR TO ROUTE MAINLINE POINT OF CONNECTION NOTE: .r
/ 1 1/7 866 SO. FT. 1 1/7 790 SO. FT. 873 SO. FT" 1 1/7 =
T"/ APPROXIMATELY 18" BEHIND PARKWAY CONTRACTOR TO CONNECT TO PROPOSED 1 1/2"
/ SIDEWALK. DOMESTIC WATER METER BY CUCAMONGA COUNTY I U
00 WATER DISTRICT. CONTRACTOR TO INSTALL AN 11/2" 1 Q
REDUCED PRESSURE BACKFLOW DEVICE, 1 1/4" ,
j MASTER VALVE AND A 1 1/4" FLOW SENSOR. IN12
-
EAST AVENUE STALL PVC MAINLINE TO CONTROL VALVES AS
0000 SHOWN.
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LIMITS OF WORK EXISTING STATIC PRESSURE: 56-62 PSI
SYSTEM DESIGN PRESSURE: 48.00 PSI
MAXIMUM G.P.M. DEMAND: 24.00 GPM
24 9 SPARE WIRE NOTE:
1005 1 1�n CONTRACTOR TO INSTALL(1)SPARE ORANGE WIRE
FARTHESTALONG ENTIRE CLENGTH TROLVALVEON EACHINE
THE
PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION
FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH.
�..................... (DOWN HILL SIDE) (UP HILL SIDE)
LIMITS OF WORK 00 _ _ _
3da" 3Ia" 3r4 34"� ��� X314" Q Q D3/4'3 /3/4" 3/4" - 4, - - - - - - - - - - - - - - - - - - -"- - - - - - - - - - - _ - - _ - - - _ - - - - - - 4� - - -4" - - _ - - - - - - - _ - 4" -
jr
3.a 4' 3ra• 3!a" 1" ttrt" _ PROJECT: ETIWANDA L.M.D., TRACT NO. 16105 BY: JAF
3ra" a" 314" a/a° a° 3w° a" 34 r' ala" 4° PROJECT: ETIWANDA L.M.D., TRACT NO. 16105 BY: JAF
- - - �v _x��. __-. STATIC PRESSURE HIGH: 62 PSI LOW: 56 PSI W: 56 PSI
STATIC PRESSURE HIGH 62 PSI LO
D .: w w w w w w www w w w " w � w-.. w w w w vz" w w w w w .. w w w www-w w�� w w w w w w w w �� - - - www 112_-www - w -- - www - w w - 1/z www - - :z'w - 11+a" - a / SOURCE OF INFORMATION: CARLOS FIMBRES, ENGINEERING SOURCE OF INFORMATION: CARLOS FIMBRES, ENGINEERING
- ---- - - --- -- - - --- -----'=--
sd° rr sIa° 3/a" &�3147 3ra° �3!4" 3+a" 3�a" 3+a" ala" 3ra" sfa" 3,a• Y WATER DISTRICT PHONE UMBER: 909 98709NTY WATER DISTRICT
SUPPLIER CUCAMONGA COUNT M G(� PHONE NUMBER: (909) 987-2591 ( )
- VALVE STATION/GPM: STATION: 4 18.0GPM VALVE STATION/GPM: STATION: 10 17.OGPM
_ - - O
/
r 65.39 T, . 7 T 71. T. . 0 ITEM P.S.I. LOSS, ITEM: P.S.I. LOSS.
tTl 18 12 18 11 17 10 /00
/ O WATER METER SIZE: 1112" @ 18 GPM 0.60 WATER METER SIZE: 11/2" @ 17 GPM 0.50
940 SO" FT. 1 1& 565 SO" FT" 1 1/7" 560 SO. FT. 117" � � BACKFLOW DEVICE: 11/2" @ 18 GPM 11.00 BACKFLOW M STER VALVE: 11
1112"" @ 1� GPM GPM 10.45
00
i MASTER VALVE. 11/2 @ 18 GPM 0.45
m ' % FLOW SENSOR: 11/4*' @ 18 GPM 0.50 FLOTE VALVE(S):O . 1 21/2" @ 17 GPM 0.50
GATE VALVE(S): 1 2112 @ 18 GPM 0.50
n
EAST AVE N U En MAINLINE H
mill , MAINLINE (SCH. 40): L.F. @ GPM 0.00 E (SC . 40). L.F. @ GPM 0.00
_ _ / MAINLINE (CL. 315): 21/2" 500 L.F. @ 18 GPM 0.60 MAINLINE (CL. 315): 21/2r. 500 L.F. @ 17 GPM 0.44
A
- �' AUTOMATIC VALVE SIZE: 11/2" 17 GPM 2.70
- - - - - - - - - - -
D 00 AUTOMATIC VALVE SIZE: 11/2 @ 18 GPM 2.70 @ LATERAL LINE SIZE 3/4" 40 L.F. @ 5 GPM 0.86 LATERAL LINE SIZE 3/4" 50 L.F. @ 5 GPM 0.71
n "
1 10 L.F. @ 9 GPM 0.20 1 6 L.F. @ 8 GPM 0.09
LIMITS OF WORK 11/4" 3 L.F. @ 18 GPM 0.06 11/4" 3 L.F. @ 17 GPM 0.05
XERISCAPE ASSESSMENT SYSTEM SUMMARY FITTING LOSSES (5% OF SUBTOTAL): 0.87 FITTING LOSSES (5% OF SUBTOTAL): 0.85
IRRIGATION HEAD PRESSURE: 25.00 IRRIGATION HEAD PRESSURE: 25.00
(SEE IRRIGATION DETAIL SHEET FOR SUMMARY) SYSTEM LOSSES SUBTOTAL: 43,34 SYSTEM LOSSES SUBTOTAL: 42.77
ELEVATION LOSSES/GAINS (ELEV. x .433) t: +3.90 ELEVATION LOSSES/GAINS (ELEV. x .433) t: (-) 3.03
TOTAL SYSTEM LOSSES: 39.44 TOTAL SYSTEM LOSSES: 45.80
AVAILABLE PRESSURE (LOW): 56.00 AVAILABLE PRESSURE (LOW): 56.00
IRRIGATION NOTES: IRRIGATION LEGEND (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 16.56 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 10.20
1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY C CWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR
SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE
CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
SCM. MANUFACTURER MODEL DESCRIPTION flADlll6 GY-M P.S,1.
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED), NUMBER
FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT RAINBIRD 1812-SAM-PRS-50 POP-UP SPRAY HEAD 5' 10 25NTR R NOTE-
SIZED
PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS MANUFACTURERS'RECOMMENDATIONS CO OLLE
AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. ,
CONTRACTOR TO INSTALL A CALSENSE CONTROLLER MODEL NO.
RAINBIRD 1812-SAM-PRS-5H POP-UP SPRAY HEAD 5 .20 25 ET-1-12-DR W/TP-1, TP-110 W/ANT-1, ANTENNA PORT INSTALLED
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB)SBOC45 AL ALUMINUM ENCLOSURE,AND WITHIN A STRONGBOX MODEL NO. SBBC-24SS-120V ENCLOSURE W/
BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE3HALL RAINBIRD 1812-SAWPRS-6 VAN POP-UP SPRAY HEAD 6' .40 25 ELECTRIC METER SOCKET. FINAL CONTROLLER /PEDESTAL LOCATION
4. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER PER CITY INSPECTOR. CONTRACTOR SHALL COORDINATE
� RAINBIRD 1812-SAM-PRS-80 POP-UP SPRAY HEAD 8' .30 25 CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY
POSSIBLE. AND CALSENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND
5. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY • RAINBIRD 1812-SAM-PRS-8H POP-UP SPRAY HEAD 8' .50 25 CALSENSE AT:
AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, 2075 CORTE DEL NOGAL
WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. SUITE P
RAINBIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD 10' 40 25
CARLSBAD, CALIF. 92009 �N0 S C-APF
6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF (619) 438-0525
ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. g RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 12' .70 25 Krumwq
7. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND
TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO( RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 12 1.30 25
COST TO THE CITY,FOR ANY DAMAGE CL SAID ��� � 44
v rte,, n
UNDERGROUND FACILITIES. I -�
a
8. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WMINIMAL NOTES: 7 t
ITH
OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE ` ,�* Pion"
COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL.CONSTRUCTION.
1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100°lo COVERAGE TO \� Date
9. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES, ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL L ,SHEET L-4 SCALE: 1"=20'
SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER \0 F CAL
SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION.
PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR
10. INSTALL ONE(1)SPARE ORAGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS&EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING
(RCN)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR CONSTRUCTION.
IRRIGATION WIRING.
11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK WATER METER 1 112"PROPOSED DOMESTIC WATER METER BY CUCAMONGA COUNTY
(GROUND COVER1SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:0X)A.M. WATER DISTRICT.OWNER TO PAY FEES AND PERMITS.
ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. Q
FEBCO 825-YA-BV-1.50 WJ650 1 112"REDUCED PRESSURE BACKFLOW W(BRASS'Y'STRAINER.
12. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM INSTALL BACKFLOW IN A STRONGBOX MODEL NO.SBBC-45-AL DESCRIPTION 0 F REVISION
DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER ENCLOSURE
PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE DATE APPROVED
CITY. CITY of RANCHO CUCAMONGA
H WATTS 403-RT-RW LINE-SIZE GATE VALVE
13. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-12-DR(DIGITAL RADIO)W/ANT-1 ANTENNA PORT INSTALLED WITHIN
STRONGBOX(SB)24SS/120 VOLT CONTROLLERIELECTRICAL ENCLOSURE. MOUNT THE ANTENNAL PORT(EPDXY-FILLED)ON TOP ® SUPERIOR 3100 SERIES 1114" MASTER VALVE, NORMALLY OPENED GLOBE VALVE
CL THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL
CITY. DATA TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE ® DATA INDUSTRIAL FM-1.25 B FLOW SENSOR,INSTALL PER MANUFACTURERS RECOMMENDATIONS EAST AVENUE PARKWAY IMPROVEMENTS
14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER RAINBIRD EFB-CP-PRS ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN FOR
HOOK-LIP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED
AND PAID FOR BY THE DEVELOPER. CALSENSE ET-1-12-DR,TP-1, 12 STATION SOLID STATE AUTOMATIC CONTROLLER IN A STRONGBOX TRACT NO. 16105 N/O MILLER AVENUE
15. ALL SPRINKLER HEADS SHALL BE SET PEREPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS TP-110,W0FP-449W/ANT 1 MODEL NO.SBBG24SS-120VOLT ENCLOSURE.
DESIGNATED ON THE PLANS.
RAINBIRD 33DNP W133DK QUICK COUPLER VALVE W/(2-KEYS TOTAL}SPACED AT 150'O.C. MAX. IRRIGATION PLAN
16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4"ABOVE O
FINISHED GRADE,
w w-w w APPROVED CL.315 PVC CL.315 PVC MAINLINE SIZE AS SHOWN,MIN.COVER 18",24"AT APPROVED BY: D A T E : �-"6 d'
STREET CROSSING OR PER LOCAL CODE. '
VALVE SIZING KEY CITY ENGINEER RCE No. 24953
APPROVED SOH.40 PVC LATERAL LINE,slzE As SHOWN. DESIGN �JAF ARCHITERRA ESIGN GROUP
R%qjU\1DED
APPROVED SCH.40 PVC SLEEVES,SIZED 2.5X LARGER THAN PIPE TO BE INSERTED LANDSCAPE ARCHITECTURE
VALVE # 1 low--GPM
SITE PLANNING
10 621 CHURCH STREET, STE. 10)6 -
APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS SHOWN DRAWN RANCHO CUCAMONGA,CA 91730 SHEET aF
VALVE SIZE 3/4" --SQUARE FOOTAGE JAF L-3 g
(909)484-28(10 FAX: (9(?9)484-2802
CHECKED DRAWING NO.
JAF DATE 4-6-01 RLA NO. 2834 17&(v-L
ARCHITERRA JOB NO. 0020-5 SHEET OF
STRONG BOX SBBC-45!k CKFLOW PREVENTER
3 ENCLOSURE ASSEMBLY
PLASTIC VALVE BOX I NIPPLE-TYPICAL
Uj COVER ETCHED IRRIGATION GATP (4)PLACES
(CARSON OR EQUAL)
r• - - - - - - - - -
$-RUNG BJV YCDE_ NO
INISH GRADE i 1
sB-z<ssi•zoY
1 1 NIPPLE
TO BPRNIRLEII-AMBLE PIPE TO
L rV THICK X 17'WIDE SPECIFIED DEPTH WITH 45•ELLS
1 CONCRETE PAD(LENGTH VARIES a BCH 40 PVC MILE ADAPTOR NOTE
WR
BALL VALVE-1 1/Y'OR SMALLER WITH 1 RASS WYE STRA INEFj 1 PER SIZE/MANUFACTURER) SCM"PVC UNION 'MIM-TITP WATERPROCP ENGOSURE TO BE CROL n PER
STAINLESS STEEL HANDLE WITH 60 MESH SLOPE TO DRAIN AT MINIMUM 2"• CONNECTORS OR EQUAL LOCAL CODE GROUND Roc TO BE
< MASS OR PVC NIMIE NSTALLE'. INSIDE ENCLOSUR'F ON
1 MONEL SCREEN WNITE 5 ELECTRIC CONTROL VALVE 1D CONTROLLER SIDE
RESI.IENTWEDGE GATE VALVE-EPDXY 1 FINISH GRADE BLUE PLASTIC VALVE BOX
COATED,r OR LARGER WITH?OPERATING UNION S MARKED'IRRIGATION RCV'
NUT PVC SLEEVE (CARSON OR EQUAL)
Z • REQUIRED FOR EPDXY FtuED WATERPROOF �- ETCHED WITH CONTROLLER
• •° •. _• • •• •• • FSVISH
CONNECTOR OR EQUAL 3 A� LVE SEQUENCE I I I I S-� x r-� >< ` CpKREh
VALVE PIPE THROUGH RED GRADE
•• •. .. t
CONCRETE PAD BLACKASK
o PIS TAIL EX►ANSNOII 3+< FtNtSN GRADE MIA. I I I 1 •. FOOTINC INSTALL A MINIMUM OF
IPPLE TYPICAL IRRIGATION CONTROLLER LOOP IMIN 24-LONG) 1 1 .TLJ 1„ r ABOVE GRADE AND SLOPE
TDP TO DRAIN AT MY"" a 2%
? ROM WATER SOUR - (2) PLACES ' b .li• I �;: . ; II'°
3- 3' PLASM VALVE BOX CARSON OR 777 SIDEWALKEDUA =1 '• -
CH 40 PVC MALE ( WATERPROOF -I I I � +`-
i0 - ADAPTOR LOG(ING O WITH PLACE AT GRADE MO WIRE CONNECTORS _ ..�- SENSOR b _��II✓II I It-II�� COMMON WW/CdRROI WOES P1
0%COM PACTIO IJ r---j i I J I^ I-III-I
•4 REQUIRED 4 �BEo AND 3 ABCNEN •.r "`,V _ ! REQUIRED II-il'-I' tl -111-I I r SCHSD PvC CONDUIT
i = 3. ►10 TAIL EXPANSICIN 120 VOLT WIRE IN ROD STELL 'I t7 I
TO METE ;1 • j ►IOTAIL EXPANSION ,IA Looe IMIN 24LONG) CONDUIT R SIDE OF� 9D• swEE� ELL Ff^f
i :• LOOP IMIN.24'LONG) IK WHITE = r
: •• INE TO SYSTEMS (COMMON) s FLOW MASS ANGLE
Z sd BLUE i 3, VA 214•WASHED 1(JILI'•DUTY WCATIER - NE31STpYT FILLED LOCATEDOUTSIDE OF
LBOW LIF 14
ONCRETE THRUST BLOCK CRUSHED AGGREGATE PHO•C ELECTRIC SWITCH FOR SECURITY r sox NSTALLATNON/LOULTXIN
o PER CCWD STANDARDS TYPICAL (4) PLACES WIRES LIGHT CONTROL AS REQUIRED PEa PER CITY AND CALCENSE REP.
• W,ti ID PIPE AND RELATED FITTINGS SHALL BE PER RED L PLANS. -� ELECTRIC METER PER SCE
CUCAMONGA COUNTY WATER DISTRICT STANDARDS. BucK MASTER CONTROL BCH M PVC MNPLE r i
CONTROL S COMMON WIRES �' '�E I40DEL L J
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO
CONSTRUCTION. FLD REFER- 0 LL
CONTROER J
NOTES: FLOW METER NOTE - .
INSTALLATION STD.
DIAMETER CONTRACTOR TO INSTALL J
3/4"WASHED CRUSHED 1. INSTALL PER LOCAL CODES. SAME SIZE AS SCOTCH LOK EPDXY FILLED SECURITY UGIT'
AGGREGATE BASE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'FROM ANY FLOW METER CONNECTORS FOR ALL FLOW TIMER REOUNEO PER L J
STRUCTURES OR HARDSCAPING. DIAMETER SAIF SIZE SIZE SENSOR WIRE CONNECTIONS PLANS. FINISH
NOTES: 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL,BUILDING,ETC.) AS FLOW METER SIZE INSTALL SCOTCH LOKS GRASS MIP►LE GRADE I I I r OMNDID R0D
IMMEDIATLEY AFTER r SCH 40 CONDUIT 1)
I I 1 1 1
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. INSTALUNG FLOW SENSOR BCH 40 PVC SXSXT TEE FOR SECURITY LIGHT MIN
2. INSTALL CONTROL VALVES A MIN.OF t7'FROM STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. PRESSURE$U►PLY LINE W R,,,c I I I I 120 VOLT SIM PR IWT.70
3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. IRNIMUM DISTANCE DOWNSTREAM OF NOTES STEEL CONDUIT (PER
UNI PC ERRUPT EO Pt►E(SX DIAMETER 1. NISTALL CONTROL VALVES A MMM"OF 17 FRDMSTRLICTURE OR RARDSCAPINC'
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 2 INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXTTOSDEWAlJCS I ` CODE)
5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DtSIMILAR METALS. OF FLOW METER SIZE) 3 PLACE VALVE BOX AT RIGHT ANGLES TOSTRLJCTURE OR W"GAPIJG -
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD.518 RE-QUIREDC BEFORE BACKFLOW PREVENTER MINIMUM DISTANCE UPSTREAM OF 4 PLACE AGGREGATE PRIM TOINSTALLATION OF VALVE BOX I 11
VALVE NUMBER. WHEN MAINLINE IS 3'OR LARGER. UNINTERRUPTEDPIPE 00X DIAMETER 5 ATTACH PLASTrIDENTIFICATION TAG WrTHAPPROPRVTECONTROLLER AND
OF FLOW METER SIZE) VALVENUMPER.
GATE VALVE REDUCED PRESS. BACKFLOW DEVICE FLOW METERRCV W/ SHUT OFF VALVE CONTROLLER ENC. TYPE A
SCALE: ;. SCALE: SCALE: SCALE: SCALE:
PLASTIC VALVE BOX& COVER: STRUCTURE OR
ETCHED'0C' (CARSON OR EQUAL) HARDSCAPING
STAND ALONE CONTROLLER WITH ANTENNA AT GRADE IN LAWN AREAS
3"ABOVE GRADE IN SHRUB 6-MIN.
ANT 1 ANTENNA PORTAND GROUNDCOVER AREAS 18"MAX.
EPDXY FILLED LOCATED
OUTSIDE OF BOX. FINISH GRADE
INSTALLATION/LOCATION COAXIAL CABLE
PER CITY AND CALSENSE # •.° ✓ ►,
REPRESENTATIVE �_ ► ' •
RARDSCAPINC(S"VIOTE4)
CALSENSE CONTROLLER,
;i MODEL NO. PER PLANS 33 DNP QUICK DI-PorsRRUBNEAosomscrro
COUPLING VALVED.
114'ASM FINISH GRACE
WITH PURPLE
INSTALL CALSENSE INSTALL CONDULETTE W/ RUBBER CAP �� ti rulcM
TP 110 DEEP WP',r BOX { '`fir FINISH GRADE
STAINLESS STEEL �I I I I- -I "7' "
120 VOLT DUPLEX CALSENSE HARNESS SCREW CLAMP _)
MINIMUM (3) PLACES j Ii11 II I I) I I II I-
OUTLET (GFT) � _ ,-
Z 3/4'WASHED
RESET CRUSHED w I- CLEAN BACIWILL•WE
-�
q • • _
• . N1v = SPECS FOR MATERIAL
AGGREGATE BASE . , , - :
• • • t • • ► -I�' -- CLEAN BACKFILL - SEE ! 504.COMPACTION REQUIRED
CALSENSE TP-1 i•s•° ' Z ► ►• •°.•i••• _ SPECS. FOR MATERIAL. _
TRANSIENT PROTECTION BOARD ,•. ° ►► ►► , ,• • C I I I I 1 I I 4076 COMPACTION REQUIRED 9
" 1 I= PRovim r INA.OP BAND
BEDDING AND SMADDING
SCH 40 BRASS NIPPLE i NON-PREssuRE LATERAL LINE:
SCH 40 BRASS NIPPLE �` >�� Z)I I I I- SCH.
HC40 SNAKE PIPE w .......
24"LONG � � I
:..::.:.'.'.::...'.' :.....
ENCLOSURE MOUNT PRESSURE SUPPY LINE: '
SCH. 40/CL 315 SNAKE-I .. CONTROL WHREaLEEVE-I PIPE IN TRENCH ..,
SIZE PER►IAM.INSTALL
II-II TTT ADJACENT TO PRESSURE
NOTES: -III-I _ N •'•'•'• •'••_..... SUPPLY LINE
1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CONTROL WIRE$ ' BUNDLE ..........
CODE . CONSTRUCTION. I I I III-:i I i I I_I I AND TAPE AT 15' O.C. AND ..
SCH a0 PVC 90° SCH 40 BRASS SO° ELL -I
PRIOR
CODES. LOCATION TO 8E APPROVED IN FIELD BY THE CITY INSPECTOR STREET ELL - _ _ STALL ADJACENT TO
+ PRESSURE SUPPLY UNE SLEEVE
rE TWICE
LIRE BCI(T PVC
I I I�T_Iri_._'III I I SLEEVE SIZE TWICE MARLEX M'STREET EL SM STREET ELL
2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN PRESSURE SUPPLY SCH 40 BRASS 900
I I I I DIAMFTER OF PRESSURE
SEQUENCE OF REMOTE CONTROL VALVES. LINE FITTING STREET ELL j II_� PROVIDE 6' MIN OF SAND SUPPLY LINE r,RLEX Pr STREET ELL
3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH BEDDING AND SHADOING r TYP LATERAL FITTING
BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE PRESSURE SUPPLY LINE #4 REBAR STAKE -"� NONPRESSURE LITERAL LINE
WIRE AT THE ENCLOSURE. (24"LONG) NON-PRESSURE LATERAL TYPICAL(2)PLACES
4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. LINE SLEEVE BLZE TWICE ANTI-DRAIN VALVE AS REOU"WD
5.
DIAMETER OF NONPRESSURE
NO SPLICES SHALL BE MADE BETWEEN AND REMOTE
CONTROL VALVES. NOTE: NOTELATERAL LIMENOTE
6. ANT.1ANTENNA PORT TOBECONNECTED TODIGITALTRUNK RADIO . PIGTAIL AND LOOP CONTROL WIRE AT LTO' CHANGES IN DIRECCTION. 1uLSLIMTOBEBaI4�PVC I LOCATE HEAD 2•TOC FROMBR
WALKS.1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. H11 2.EXTEND ALL SLEEVES WAPIJFGATBOTH EMS Ivo EDGES OF LAWN
(DTR2)AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 2. PRESSURE SUPPLY LINE: 2 1/7' AND SMALLER 1a' MIN. DEPTH 3-ROUTE SLEEVING AROUND HANDICAP RAMPS 2.USE TEFLON TAPE ON ALL VALE THREAD$
SYSTEM PRIOR TO ACCEPTANCE. r AND LARGER 24' MIN. DEPTH 4 PPPIGUIWERPAVELIENTSLtSCEPTBLETOTRAFRCLOADB REIT TOCRY 3 BSSTALLW"WITH INTERWCECkVALVE AND PRESSURECOMPENSATIM,
7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. STD NO 120124•MIN TO 3S UAX DEPTH TOTOP OF PIPE BELOW FEATURE AS PER THE WrATION PLAN
STRUCTURAL SECTION) 4.WADCOIRECTIONATBOTTOM MLETONLY
CONTROLLER ASSEMBLY QUICK COUPLER TRENCHING SLEEVING ._ HI-POP SHRUB SPRAY
SCALE: SCALE: SCALE: �= SCALE: SCALE:
ANO SCA PF
IBM PCIS SCREEN PERFORMANCE
STANDARD&SMALLEiADIUS SPRAYPATTEFMAND LIR�tFL L A RL IgXR S ERv °mw,� 9
�
--
'SNAP-TITE' WATERPROOF MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS 125 PCS-175 PCS-280 PCS-370 �m to
CONNECTOR EN EQUAL FOR GPM 0.R O0. 0.3 AN pC DI RE YELLOW LLI 3.7 XERISCAPE ASSESSMENT SYSTEM SUMMARY
NOW FLOW SENSOR CONNED- COLOR PURPLE BROWN SILVER ORANGE BUCK WHITE GREEN YELLow BLUE REO 3 � -B _
TIONS. OF - 1' 3' 5' 8'# N
WIRE SERVICE LOOP (LOOP 6H - 2' 4' 1' 7' 15* PODS ft
ENOUGH WIRE TO EXTEND WIRE DIT 3' 5' 5' 94 II. IRRIGATION (Point Value) CLAIMED
BUNDLE: 6' ABOVE GRADE) aQ 2' 5' 7' 7'
SPLICE BOX COVER WITH 1OF - - 6' 5' a• 10' 77' NVQ'
LOCKING TOP ETCHED "S.B.' IOH - 2' 6' 2' 10' „'# 1,'# 1. Low gallonage irrigation system. (20) 20 F 0 F CAS.\F
10T - 2' 6' 7' 10'#
100 2' 5' a' 7'
12F - - - 10•# 5' r a• 121 2. Automatic controller. (20) 20
AT nRAnr IN LAWN AREAS 12TO - - 2' 3' 5' r 10' 10'
3' IN PLANTER AREAS 12TT - - 2' 3' 5' 9' 11' 12'#
12H - - a
4' 3' ' 10• 12'# ,r# 3. Designed to water plants by watering needs. (10) 10
12T - 2' 6' 4' 10' 124
120 6 1 ' 12#0 - s' r 17' ,3•#
15F - 4. Soil moisture sensors. (10)
- - 1
15TO - - - - - 6' a' a' 154
15TH - - r - 5' a• 2 12'12' ,s#
15H - - 1' 4' S' 8' 17 5. Rain Sensors. (5) 5 DESCRIPTION O F REVISION
Ir X 18"GREEN PLASTIC METER IST - - 3' 4' a' 12' 15'# 15#1 DATE APPROVED
BOX, CARSON OR EQUAL 150 - 2' 5' 6. 12' 15'#
isso - - - 7' - 12X12' 14X14' 20X20• 23X23 6.
Wind sensors. (5) CITY o f RANCHO C
17SST - - - - - 0X18' 0X10' 18X18' 9X30'
l5-ST - - - - 4X22' 4X29' 4X39' 9X24'
15SST - - - 4X12' 4X24' 4X27' 4X3-' 4X40' 7. Sensitive to slope factors. (5) 5
15EST - - 4X14' 4X16' 4X20'
5F - 3" 4' 4X18' 1, 2, 3•
51+E1 - 5" 10" 6" 2' S. Reclaimed or recycled water. (5) EAST AVENUE PARKWAY IMPROVEMENTS
SCS r 10" 3' 1' FOR
SCSI-8 7' 14" 3' S'
IPF-SLA _ 8- 5' 1' 4• ,a'#
16H-SLA 6" 1' TRACT NO. 16105 N/O MILLER AVENUE
- 7" 5' 10' 13' 10' Total Points Claimed: 60
100-SLA 6' 2' 5' 3' 12' 16•# 164
22F-SS _ _ _ a' 4' 61 ,r 21•# IRRIGATION DETAILS
22H-SS - 4" 1' 3" s• 12' ,8• 12' (Minimum Points Required:) (60)
24 VOLT WIRES. TAPED AND 220-SS 6" 2' a, 91' 15' 20'#1 22'#7'
BUNDLED AT 15 FT. INTERVALS
#RECOMMENDED NOZZLE/SCREEN 001109INATION TO ACHfEVE CATALOGS PERFORMANCE AT 30 PSI. APPROVED BY: DATE :
2 CU. FT. PEA GRAVEL NOTE: SCREENS WERE TESTED AT SOPSI FOR 10 MINUTES PRIOR TO TAILING DISTANCE MEASUREWENTS.
DISTANCES MAY VARY SUGHTLY WITH IMGHER PRESSURES AND LONGER RUN TIMES. CITY ENGINEER RCE N O . 24953
DESIGN ARCHITERRA DES( N GROUP NDED
12 VOLT SPLICE PCS SCREEN CHART
JAF LANDSCAPE ARCHITECTURE
SITE DRAWN RANCHOCUCAMONGa PLANNING
91730 SHEET of
SCALE: SCALE: SCALE: SCALE: ,os21 CHURCH STREET,sTE. 1os
JAF (909)484-2WO FAX: (909)484-28°2 L-4 8
CHECKED DRAWING NO.
JAF DATE 4-6-01 RLA NO. 2534 1766-1- 1
ARCHITERRA
766-1-
ARCHITERRA JOB NO. 0020-5 SHEET OF
J
w
s-1 LL s-1
V-1 T-2 89 = 0 ' 89 S-2go V-1
16 15 4 i0030 T-1
i i 24
A � _ i 56
T � III
- - - - - - - - - - - - - - - -
00
10
I
i i I I F 1
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VINE NOTE:
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CONTRACTOR TO PLANT ALL VINES ON STREET �/_1
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22 B 16 15 3 46 SIDE OF WALL.VINES SHOWN ON BACK SIDE OF 26
WALL FOR CLARIFICATION ONLY. .cam
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1 LIMITS OF WORK
T-0• SIDEWALK
ROCK COBBLE PLANTER
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IP L
PLANT LEGEND
SEC
TION A-APLANTIN NOTES N .T.S.
!J
SYMBOL
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH GALL4M BOTANIC NAME COMA(?N NAME SIZE SPACING QUTAMM Q
PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE <Zt �Q 4
RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING TREES Q
AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. o
• T-1 EW*phls c;amaldt*nsis NCN 5 galon 30'O.C. 23 '' d
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT A Q .•d
PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. + T-2 Ge*a parviftm AwtnAan Willow 15 pOon Per Plan 7
O c �
3. CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES, T-3 Lagmstromia kdm tea cht grape Myrtle 24"Box 20'O.C. 8 Q 06 0
STRUCTURE, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT Multi h jnk 4 P4 30"HIGH ROCK COBBLE
NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. a VENEER PLANTER WALL
o
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION SHRUBS Atoo
„
OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, S-1 Hemeroc�s (Yellow tbwers) Evergreen Daylly 1 galon 24 O.C. 178 a
THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE R
� WORK APPROVED BY THE CITY. O S-2 Ptt rum lobtra V 9ata Vahegated I"MosPm 5 9 6'O.C.
70 � Q
q
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE O S-3 RmOiolem w d'im Pink Lady' Inch Hawthorne 5 gallon 4'O.C. QO �r f
ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE o Mp s C PF
Nmft domestl Etna Heaven Bamboo 5 24"O.C. 668 7
SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. ® S-4 y gallon Krumw� 9�
� o a
� a 9 s�
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED ® S-5 Trad*bTermum jasn0 oides Star Jasmine 1 pilon 24"O.C. 322 e` a
LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE
CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT --
DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. VINES
ei oa+
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR - V-1 Partlwaassus tricvspidata Boston hry 5 gatbn 15'O.C. 66 �!� — Cote
PLANT
PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACINGQ
REQUIRED. lF O F C KO*o
8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC MULCH NOTE:
LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS ALL PLANTED AREAS TO RECEIVE A 4"THICK LAYER OF RECYCLED WOOD MULCH. MULCH AVAILABLE FROM INTRAVAIA SAND AND 5'-0"
REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. ROCK.SEE PLANTING NOTES FOR ADDITIONAL INFORMATION. T-0" SIDEWALK 51-0"
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. ROCK COBBLE 1 T-0" PLANTER
10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT XE R ISCAP E ASSESSMENT SYSTEM SUMMARY
TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE (SEE PLANTING DETAIL SHEET FOR SUMMARY) SECTION B-B
SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE DESCRIPTION O F REVISION
REQUIRED RATES PER 1,000 SQ.FT. N.T.S. DATE APPROVED
4 C.Y. NITROGEN STABILIZED SAWDUST
125L.BS. RO-PO CITY of RANCHO CUCAMONGA
125 LBS GRO-POWER PLUS
11. LANDSCAPE AREAS SHALL RECEIVE C OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,
AND BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS EAST AVENUE PARKWAY IMPROVEMENTS
HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT
A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH FOR
IS AVAILABLE INTRAVAIA TRACT NO. 16105 N/O MILLER AVENUE
UPLAND,CA
(909)982.8713
PLANTING PLAN
SYMBOL LEGEND
APPROVED BY : � _ DATE :
TREES SHRUBS CITY ENGINEER 4Y412.216a4t E No . 24953
CALL-OUT DESIGN ARCHITERRA D IGN GROUP ED
JAF LANDSCAPE ARCHITECTURE
SYMBOL CALL-OUT SITE PLANNING IF
SYMBOL DRAWN 10621 CHURCH STREET,STE. 106 SHEET O
RANCHO
SIZE <l JAF (909)484CUCAMONCA 91730
-2800 FA (9N)484-2802 L-5 e
(gal./box) QUANTITY QUANTITY
SCALE: 1"-2a CHECKED DRAWING NO.
JAF DATE 4-"l RLA NO. 2834_ 176&-L
ARCHITERRA JOB NO. 0020-5 SHEET OF
FLAT SIDE UP
III,PCC ADV!C" CAM" MORTAR COMEBTOW SIDEWALK
CITY STD.AM
ill'-1• f 2%INROW OR CONCRETE
008KESTOME HEADER
NARDSCAPE ` 1 �') r
1 MORTAR EVEN
61 LIN W'CURB
CUA - AND WALK
N MMM RETE BE
UNDERNEATH
COBBIESTON
E
CONCRETE HEADER A FIN RADIUS
�Z BOULDER ER PLAN) T MSN SON,DEPTH AT (INST�RTT GRADE EVES SWALE
PLAN
EDGE OF COBBLE P IN PLAN7 CROSSINGSI
/SffWLXOFt Club
�L s• oR e'
�CDIESITIOd EE NOT FINISH GRADE
3-1?MiIEA" T w1~•
CONCRETE BED T �•�•
I
E 24' E • •
.1! •
T MMX MORTAR®STONE SHALE •♦S RE-BAR CONTIN110US
j DEPTH _ (UNLESS OTHERWISE INSTRUCTED)
COM
OBBLESTONE a CONCRETED W
9194EATM CDBBLE
CURS8 GUTTER SEE ADM DETAIL
2 NN I r 16W RAD FOR END CONDITION
E PCC MDW CURB PER
CRY STD.531 .•'- -•. .• . - i
7 NN•r NLX READ -.� !' ' t. PROVIDE SCARE JOMITS AT 104 O.C.AND Sir EXPA"ON
JOINTS AT 20'-0"O.C.
NOTES SIDEWALK HARD°CAPE 2. r WIDE CONCRETE HEADER BETWEEN CITY-WINTAINED TURF AND
GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND
1. 00MICRETE CLAM 920-D-290 JOIN AT RIGHT ANGLES ITYP) PRIVATELY MAINTAINED AREAS.
2 ROCK SIZES,UNLESS OTHERWISE SPECIFIED SHALL BE'
BOULDERS MAX Y-V=MN 7-0 3. CONCRETE TO BE 520-C-2500 MIN
COBOL FSTONES MMX.12'-AMI.V WITH ONE FLAT SIDE
3, WULDERS SHALL HAVE 113 EMf r*AFNT COBBLES SHALL HAVE 23 EM WrA+A1•.
4, ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CIASS'D'MORTAR 1 PART CEMENT
TO 2-1?PARTS SAND 2006 PSI PORTLAND CEMENT CONCRETE (ND-DRY-PACK'IS AUOWEDI
5. ASAMPLE AREA MN 40 SO FT,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO
a. PROCEEDING WITH REWINING ROCK WORK: FINAL RESTING P06MON OF ALL ROCI(S TO SE APPF WED BYTHECITY NIRPECTOR
7. ROCKS SHALI BE SMOOTH ROUNDED AND FREE OF OBJECTIONABL F DISFIGURATIONS A EXCESSIVE IRON COATENT
a. ALL COBBLESTONE AREAS SHALL.HAVE C A 6'CONCRETE HEADER AS AN EDGE AT PLANTING
S P40MCAPE SHOULD FOLLOW GRADE WHERE SLOPES E(ISl AND M4!NTAIN A 26.MEN AT ALL TIES WITT"TIE R 0 W
COBBLESTONECONCRETE HEADER
IF
SCALE: SCALE: SCALE: SCALE: SCALE:
NOTES
1 SLOPE IN TURF AREAS
L a BETWEEN CURB AND SIDEWALK/TRAIL - 2%
STORM DRAINPUNDERGROUND D BEHIND SIDEWALK/TRAIL - 2% TO 51 MAX
UTILITIESCR REQUIREE LFMENSPACING 11) OCCASIONAL SLOPE VARIATIONS OF UP TO A 1 WILL BE
NOTES
LIMIT OF PLANTER ARE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL
T FENOVF NL41$EFv SIA1fEs
�\ 2STAkESTOBEPLLWAND 2 SLOPES IN SHRUB/GROUND COVER AREAS
�7 ` 1 PAFLLLEL a BETWEEN CURB AND SIDEWALK/TRAIL - 2%
3
` STAKE TREE PERPENDICULAR
tok_____S
— — ^ TOPREOARraWML D BEHIND SIDEWALK/TRAIL - 2% MIN TO 31 MAX
IDEWALK
UTILITY \ v N Ill OCCASIONAL SLOPE VARIATIONS OF UP TO 2.1 WILL BE PERMITTED
S.L. v IN LOCALIZED AREAS WITH CITY ENGTNEER•S APPROVAL. PROVIDED
� 1 T U � E %—, TIGHTLY eoTrPA cTEo r SEW TO roles
THAT SUCH SLOPES OVER 31 DO NOT EXCEED 12' IN VERTICAL HEIGHT
` , ^ v W `� DEPRESSED WATERING BASIN.
CURB AND GUTT MET 10, 5' ` v` 3 DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE
• MI TOP OF RM, ALL TO v v 4'WOOD CHIP MULCH BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER
t EXTEND 2'ABOVE
I H
F N19 GRADE DE
Jr
O
TOP OF STAKES BELOYi
HEAD OF TFEE WHERE
SPTFAIU GROW Tn HABIT PER11R5 O A
J --1�— MALI;TF.UIk
SIDEWALK n sl 9Fr13 FCIN.HTIE-S-RACEU2A'
APAFT ATTACH WITH:,ALVANIZED
QFH DRIVE S. p SSREW e he E IPe
iAPPROACH z D�LODGE P-EPeA STAVES
WITH vIOOD PRESEFVATYE
STAIN
4410' T
ROOT BALI
CUR AND GUTT V •:'J"r'9?UFEEG S^I,ANG POSITF:'AI
5' STAkesoL�sloE TCO?sAu _ NOTE
"0_1 PLANT PIT TO M! 2 TIMES THE
� A :� AP. II TI ,FAP. A Altt
I M I RB. 311 G ! JP E 5 A' -
UNDERGROIIND FDE
RONT`AFD` WIDTH Of THE ROOT SALL 1.ALL SHRUBS AND GROUNDCJYCA ANTED AT EQUAL
STRUCTURE ep -OPOFRO OAL TOEVEND2' SPACING TRIANGULARIUNLESSOTHERWISEINDICATEDON
CATCH BASIN (
TRANSFORMER VAULT. nOHILIV:owr1TD PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. fHQ
WATERMGBASN FDP RESIDENTIAL AMD 2,WHERE PLANTED ADJACENT TO WALLS.WALKS,CURBS OR COQ,
CIAOUNC COVER INSTALLATIONS LOCATE
OUTSIDE OF PLANT PI•BEPwS N7UPF
NOTES: SIMILAR LIMITATIONS.ALL SHRUB AND GROUND COVER Fip
* AREAS%BE REVOVEC PRIOR TO CI„ NATIVE BACKFILL WITH NO SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 3'
1- TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER AccEFuruE
ROCKS GREATER THAN r FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. TURF- M.4,r OUTSIDE PUBLIC R.O.W.
DIAAETER.
2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT 3.SPACING REQUIREMENTS SHALL OOVERN THE FINAL OUANTITIES MAX•
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. — UNDISTURBED NATIVE SOIL OF PLANT MATERIALS. PLANT OUANTITIES INDICATED ON THE
3. AT ALL LOCAL RESIDENTIALILOCAL RESIDENTIAL INTERSECTIONS PLACE 191
LEGEND ARE ESTIMATESONLY
PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR
4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND ! NOTES
FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY A001 BALL LUNTANGLE IMTTEDROOTSBYLOOSENING ALL ROOT$ATEDGE TURF, SHRUB AND
GROUND COVER 27.
OWNED WATER & SEWER LATERAL LINES. . A UTNE eACk FILwITH rm OF ROOT SALL DO NOT CRACK ROOT SALL
i ROCKSGREATFR THAN3'DIA
5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.
& STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERING DIVISION. tlir, r1le� I )(IIETK� i_.Ir'IIrI(STfI- NA�NESOIII-noSTLIPBED WITHIN PUBLIC RIGHT—OF—WAY
7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITYl_ Tn.E P::TBLi A4T J
STANDARD PLANS r
SEE NOTES HEREON
TREE PLACEMENT DOUBLE STAKED TREE ; CONTAINER PLANTING - SHRUB & GROUND COVER SPACING ALLOWABLE GRADES
r:
SCALE: ? SCALE: _ r SCALE: SCALE: = SCALE:
$0 SCA PF
KTumw• 49
POINTS
I. LANDSCAPE (Point Value) CLAS 4` aw fn
1. Water conserving plants. (20) 20 31 e
2. Turf limited to 25% (45% residential). (20) 20 �,� �D'�
1 of COMPACTED wood CHIP grouped Y g Q�►`�
3. Plants ed b watering needs. (10) 10 lF F CA��F�
MULCH.
CURB A GUTTER,
(CONCRETE NTC) 4. Hardscape(non-Irrigated)Surfaces. (10) 10
CURB S GUTTER.SIDEWALK ETC.1 WISH GRADE
14' 5. Permeable paving. (5)
6. Low water turf varieties. (5)
LU
�'
T
7. Mulch provided in non-ground cover areas. (5) 5 DESCRIPTION OF REVISION DATE APPROVED
SHOVEL CUT EDGE COMPACTED
NATIVE$OIL 8. Soil amendments. (5) 5 CITY o f RANCHO CUCAMONGA
PARKWAY IMPROVEMENTS
Total Points Claimed: 70 EAST AVENUE PAR
NOTESFO R
1. PRIOR TO PURCNASE'PLACEMETTT OF THE MULCH,THE CONTRACTOR SHALL
SUBMIT A SAV LE TO THE INSPECTOR FOR APPROVAL
2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLAN AND BLEND (Minimum Points Require :) (60)
INTO EDGES AT GROUND COVER AREAS TRACT NO. 16105 N/O MILLER AVENUE
I MOISTEN MULCH AFTER INSTALLATION TO ASSIST NI COMPACTION.
4. PLACE NO MULCH WITHIN A S'RADIUS OF THE CPO"Of A WOODY PLANE.
CONSTRUCTION/PLANTING DETAILS
APPROVED BY: DATE :
CITY ENGINEER : 20,&ZRCE N0 . 24953
MULCH INSTALLATION XERISCAPE ASSESS. SUMMARY DESIGN ARLANDSCAPE RA DE5IG ARCHITECTURE NDED
._ _ JAF 10621DCFILNiCP ANNING Rob
SITE PLANNING
SCALE:
SCALE: SCALE: SCALE: DRAWN RANCFIOCL)CAMONGA,CA 91730 SHEET
OF
JAF (909)484-2800 FAX: (909)484-2802 L-6 g
CHECKED DRAWING NO.
JAF D ATE 4-6-01 RLA NO. 2834 J 7 b to-L
ARCHITERRA JOB NO, 0020-5 SHEET OF
SPRINKLER IRRIGATION SPECIFICATIONS 2. 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 I -SNF AL 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
1.01 DESCRIPTION S. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10" x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
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 ora approved equal. Contractor as a part of the Contract cost. Permission to cut or break S. U completion of each system shall be
PPr'o e9 I� P base of work,the entire
necessary to furnish and install the Irrigation System as shown on the drawingis reduced, it shall be enlarged to a size that will be readable C. PVC Nott-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site
ged p' 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. 3.07 MAINTENANCE
& 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
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
1.02 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.
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 apprcned 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 3.08 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
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
& 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(2.01 B),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 3.09 FINAL SiTE OBSFRVA71ON PRiOR TO ACCEPTANCE
C. Ordinances and Regulations All local, municipal and state laws,and rules D. Brass Pipe and Fittings: 0. Sleeving: specific items required to complete work,perform such work in
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 requireaments 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
i. 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 3.10 SITE OBSERVATION SCHEDLILE
D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. light
the City's maintenance personnel with instructions for major 2. Fittings•. wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall he responsible for notifying the City of Rancho
1. 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
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
shall carefully investigate the structural and finished conditions � �Y E line Clearance: 1. Pre-Job Conference-7 da
affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be ys
such fittings,etc.,as may be E Equipment to be Furnished: F. GateValves:
y required to meet such conditions. Pi'°Pe'riY phased. 1. All lines shalt have a minimum clearance of six(6) inches from each Z Pressure supply tine instaliation- 24 hours
Drawings are generally diagrammatic and indicative of the work to be
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 (I 2) 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 sieeve(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 Ib 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 dotes 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. Ali 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 Wedge Gate Valve(2" and larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing- 48 hours
3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick 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 2. 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, supplied by Watts or approved equal. PART 3 - EXFCITiTON
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 B. When observations have been conducted other than the City of Rancho
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these
revision necessary. G. Quick Coupling Valves: observations were made.
1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractorshall check and verify 2. All electrical work shall conform to local codes,ordinances,and union
1.03 SUBMITTALS 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without"As-Built" record drawings. The
A. Handling of PVC pipe and fittings The Contras or is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractor shall not call for a site visit without"As-Built" record drawings,
A. Material list care in handling, loading, unloading,and storing PVC pipe and fittings. All B. Remote Control Valves: without completing previously noted corrections,or without preparing the
PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. QlAck coupling valve shall be operable with a quick coupler key. Key B. Exrt•ciSe extreme care in excavating and working near existing utilities. The system for said visit.
1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load 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
at any point. Any section of pipe that has been dented or damaged will be his o
processes specified by name in the Drawings and Specifications. No Aerations or neglect. Check existing utilities drawings for existing utility at least twelve(12) 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. R. Backflow Prevention Units: locations. remote control valve in a separate valve box.
City of Rancho Cucamonga.
1.05 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 L Flushing of System:
2. Complete material list shall be submitted prior to performing airy 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 CONCRETE SPECIFICATIONS
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do connected,all necessary diversion work has been completed,and
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 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 PART I cENB AI.
is a guide to proper submittal format: for approval: 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.
#100B or approved equal. 1.01 Description
item No. Description Manufacturer Model No. i. Provide a statement indicating the reason for making the substitution. 302 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system
Use a separate sheet of paper for each item to be submitted .
3. All pressure main line piping between the point of connection and has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works
1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. Rancho Cucamonga Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to
2. Provide descriptive catalog literature, performance charts and flow The Contractor shall verify with the local governingbody as to A Physical layout.
Y Sections 4,201,303,and 400,as well as any other sections related to the installation,
2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of 1. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: per and post installation of concrete work,materials, labor,and clean-up. The
construction. Submit shop drawing for approval. supply lines,routing and location of sprinkler heads. Standard Specifications for Puolic Works Construction is available from:
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is the
approved L Check Valves: i heads ito be installed inthis work shall be equivalent� wings. Sprinkler
ws
4 Etc. &c. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior to those itemized. equivalent in all respects BI Buildingl a Avenue
B. The Ci of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swim check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation.
City � tY g Los Angeles,CA 90034
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 (310) 202-7775
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. Water Supply.
Drawings. In no case shall the spacing exceed the maximum
boxes,etc. No copies of manufacturer's literature(catalog cuts)are TYI'e N• 1. Threcommended by the manufacturer. 1.02 Scope
1.06 GUARANTEE e irrigation system shall be connected to water supply point(s)of
required as submittal information. connection as indicated on the Drawings
2. Anti-drain valves shall be of heavy duty virgin PVC construction with 3.04 TEMPORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as
3. Equipment or materials installed or furnished without or approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P. thread inlet and outlet. Internal parts shall be stainless steel s
� � � 2. Connections shall be made at the approximate location(s) shown on specified,including,but not limited to the following-
of
ollowing
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against The City reserves the right to make temporary repairs as necessary to keep the
may hSpecifications shall be filed City�
led with the Ci or 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
Y be required to remove such materials from the site at his own these peccaused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel, bolts,and anchors.
expense. irrigation system. the Valcon "ADV" or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the
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. Electrical Suppl3r. guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete.
product or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TREES C. Concrete maw strips, footings for walls, fencing,
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be ps, g g, posts, benches,etc.,where
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 applicable.
shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. Where e a necessary to excavate adjacent re existing trees,the Contractor shall use all
control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection
5. Manufacturer's warranties shall not relieve the Contractor of his solid copper wire. Pilot wires shall e a different color wire G- each 2. Connections shall be made at the approximate location(s) shown on (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 p) the sectio The Contractor is responsible for manor than larger in diameter,except directly in the path of pipe or conduit,shall be tunneled All finished concrete work shall be barricaded to pedestrian traffic for three(3) da s.
supplement the guarantee. automatic controller. Common wires shall be white with a different Drawings. Tp gees cause under and shall he heavily wrapped with burlap to prevent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions
B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire Chari In no case shall drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his awn barricades. Contractor shall be responsible for any
. 3.03 INSTALLATION (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made
accordance with the Drawings and Specifications,ordinary wear and tear,unusual ware size be less than #14
trimmed,making clean cuts through. Roots one ( inch and larger in diameter shall without added cost to the City.
1. The Contractor shall provide and keep up-to-date a complete retard abuse,or neglect excepted. We agree to repair or replace any defects in material or be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
set of blueline ozalid prints which shall be corrected daily,showing workmanship which may develop during the period of one year from date of 2. Waring shall occupy the same trench and shall be installed along the A. Trenching:
closed within twenty-four(24) hours;and where this is not possible,the side of the 1.04 Clean-up
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.
1. Di trenches straight and su continuously on bottom of
costs to the Cit We shall make such
8 >3h l�rt pipe Y
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additionaly Upon completion of all concrete work and before final acceptance,the Con
ch the wiring shall trench. la to an even de. Trenching excavation shall follow p
b e as determined b the Ci after 3. Where more than one(1) wire is placed in a trench, g Y Pipe grade.at cost. repairs or replacements within a reasonable time, y City,be obtained from the Ci of Rancho Cucamonga 3.06 FIELD QUALITY CONTROL remove all toots surplus materials apparatus,debris,etc. from the site E
may QU
purpose Y Citylayout indicated on the Drawings and as noted
This set of drawingsshall be kept on the site and shall be used oil receipt of written notice. In the event of our failure to make such repairs or be together at intervals of fifteen (15) feet. Y &s
pt y � °� shall be left in a clean,neat condition�ac eptable to the City. ' O Kru4�
replacements within a reasonable time after receipt of written notice from the City,we
'b p
as a record set. r'eP pt A. Adjustment of the S ore S
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 1 Yn �. �a
authorize the Ci
to proceed to have said repairs or replacements made at our expan P ( ) .+
repay rep
City In � c�
be of sufficient length at each irrigation lines installed under paving or hardscaping. W m
expense and we will pay the costs and charges therefore upon de and. ware connection. Expansion curl shall gt 1. tractor al v
record � The Con shall flush and adjust all sprinkler heads an the h for
2. The Contractor shall make neat and legible notations j spri c,, 0
splice connection at each electric control valve,so that m case of ,
drawing progress sheets daily as the work proceeds, showing the 3. Provide for a minimum of twenty-four(24)inches cover for all optimum performance and to prevent overspray onto walks, _ �
work as actually installed. For example,should a piece of equipment PROJECT= repair,the valve bonnet may be brought to the surface without tY-
be installed in a location 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. roadways,and buildings as much as possible. 31'
LOCATION: in trench without stress or stretchingwire conductors
must indicate that equipment has been relocated in a graphica. Provide for a minimum of eighteen(I 8) inches cover for all pressure 2• If it isddetermined dthat adjustments in the irrigation equipment will S� �-=ate l9 `P
manner so as to match the original symbols as indicated in the provide proper an more adequate coverage,the Contractor shall y►
SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 i/2") inches o smaller 9 Q.
irrigation legend The relocated equipment and P ensions will Packs, Rainbird Snap-Tite wire connectors.,or approved equal. Make make such adjustments prior to planting.. Adjustments aasiegmay also r� 0 F C p`\FO
then be transferred to the original record drawingplan at the ADDRESSED• only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(1 2) inches for all non-pressure include changes in nozzle sizes and degrees
time. 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
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 3. Lowering raised sprinkler heads s the Contractor shall be
similar mylar material. Arrangements shall be made through the city
PART 2 - PRODUCTS Rancho Cucamonga wiring. accomplished within ten(10) days after notification by the City.
for obtaining said sepia mytar or similar mylar material. All wok 7. Refer to Ci Standard 120"Trench Repair"when within Ci streets 4. All sprinkler heads shall be set perpendicular to finished grades
shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS IC Automatic Controller. City " City unless otherwise designated on the Drawings.
technical pen made expressly for use on mylar material. Such pen 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 he of size and type shown on the 5. Rain Bird EFB�P-PRS valves will he set per manufacturers
Esser,o'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.
readable even on the final controller chart (see Section C). The DESCRIPTION OF REVISION
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 testi are & Testing of Irrigation System: DATE JAPPROVED
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated C I T Y o f RANCHO C
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 Ci of Rancho
controller chart. O
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 he mechanically compacted in landscaped
reference,such as building corners, sidewalk edges, road 2. Class 315 shall he made from an NSF a 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
pipe approved Type P T� tY 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. EAST AVENUE PARKWAY IMPROVEMENTS
pope must meet requirements as set forth in Federal Specification PS - L Electric Control Vah,es 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: Testis of prior FOR
b. Connection to existing electrical power. Flle)• 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. t pressure main lines shall occur or to
c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2) inch in size will be installation of the electric control valves. TRACT NO. 16105 N/O MILLER AVENUE
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 8� 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 to
PVC compound conforming to ASTM resins specification D1785. All valve. 4. Sustain ure in lines for not less than six 6 hours. If leaks
1�
Quick coupling valves.
I� g p� ( ) '
g. 4. If settlement occurs and subsequent adjustments in valves
h St p g must meet requirements as set forth in Federal Specification PS - Q 1 ��' develop,replace joints and repeat test until entire system is proven APPROVED BY: DATE : o.�v�oi
I. Other related equipment as directed by the City of Rancho 21-70. M. Control Valve Boxes the Contractor shall make all required adjustments without cost to the watertight ''
Cucamonga. CITY ENGINEER R E No . 24953
S. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved 1. Use 10" x 10-3/4"round box for all gate valves. Carson Industries city. 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
C. Trenching and Backfill Under Paving be backfilled until it has been observed, tested,and approved in DESIGN
sleeve shall be PVC with minimum size of six(6) inches. ARCHITERRA D LGN GROUP
shall deliver the corrected and completed sepias to the City of PI�ro JAF LANDSCAPE ARCHITECTURE
6. Solvent cement and mer for PVC solvent-weld abd fittings Rancho Cucamonga. Delivery of the sepias will no relieve the �� 1. Trenches located under areas wherepaving,a haltic concrete or writing.
Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/T" x 16"x 11" rectangular box for all electric control valves SITE PLANNING
Tmn-UT
esfro y g 1 manufacturer. Carson Industries# 1419-12B with green bolt-down cover or approved concrete will lo installed,shall be backfilled with sand (a layer four 6. Furnish necessary face m and all other test D RAW N RANCHCHURCH STREET.,STE. 108 DF
O HO CLICAMONGA,CA 91730 SHEET
that may be omitted from the prints. equal. (4) inches below the pipe and six (6) inches above the pipe) and r'Y pump equipment.
compacted in layers to 95%compaction,using manual or mechanical JAF (9W)�-� FAX: (909)x-2802 L-7 S
C. Controller Charts 7. All PVC pipe must bear the following markings: 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 tamping devices. Trenches for piping shall be compacted to equal the presence of the City of Rancho Cucamonga to determine if the
a Manufacturer's name coupling valves. Carson Industries#608-12 with n flex-lock the compaction of the existing adjacent undisturbed soil and shall be
1. As-builts drawings shall be approved by the City of Rancho p g >I left in a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED DRAWING NO.
Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. all materials and perform all work required to correct any JAF 4-fi-01 28.34
C. Schedule or class DATE RLA N0. 17k&-L-
ARCHITERRA JOB NO. 0020-5 SHEET OF
PLANTING SPECIFICATIONS
PARTI-GENERAL PART 2 - EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination:
good horticulture practices and shall be of the size and caliper normally
1.01 Scope of Work: 2.01 Protection: 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
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.
Contractor shall provide all materials, labor and 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 pian will not more than 10 days from date of application.
1.02 Standards: accepted and will be replaced at Contractor's expense.
2.02 installation: 6.05 Non-Selective Herbicides:
All work and materials shall comply with governing codes,safety orders,standards, E Sizes of Plante-Shall he as stated on the Plan. Container stock(1-gallon, 5 -
and regulations, and meet the minimum requirements of the Standard Specifications 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 by the Landscape Architect and City prior to planting. year,but not over two(2) years. recommended by the Pest Control Advisor)
1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions-Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides.
shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and
A. All Contractors performing Site Development work,must be licensed in are made at no additional cost to the City. Except for authorized variations, 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 all substitute plant materials shall conform to the requirements of these the Pest Control Advisor)
Gro Power Plus, 5-3-1 15 lbs/cy specifications.
K Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 lbsicy 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to he employed during the G. Plants_Not-Appruved -Plants not approved are to be removed from site
course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) immediately and replaced with suitable plants. The City reserves the right to If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in
reject entire lots of plants represented by defected samplm the planting areas will require control prior to removal, spray these areas per Pest
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 Control Advisor's recommendations.
Damage Insurance,during entire course of the Construction Contract. The plant, to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind
amount of insurance shall be determined by City. damage A. Prior to the installation of the irrigation system remove and clear all weeds
Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas.
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. L 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. grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shalt also supply the Landscape Architect and City with the name PART 3 - SOIL PREPARATION AND FINISH GRADING installation of said lawns or ground cover to provide for thorough watering 1" - 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. of trees. All planting holes shall be excavated as defined on appropriate
3.01 Scope of Work: details. PART Z-_IANMCAP_E_ AiNTENAN • .
1.04 Responsibilities and Coordination:
A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work:
A. Permits: The Contractor shall obtain and pay for all permits and Inspections incidental to the soil preparation and finish grading of all planting and lawn
required by governing authorities for the work to be performed. 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
specifications. all maintenance requirements as reasonably implied or as delineated in the
B. Existing Conditions: The Contractor shall verify all conditions and
dimensions shown on the plans at the site or to commencement of 4.04 Trees Stakes: specifications including, but not limited to the following
pi prior arty 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. 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 5 - GROUND COVER AND._R DING PIANTS Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil:
Irrigation.
by him for the construction of the project. Temporary services shall be 5.01 Scope of Work: 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.
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 7.02 Fertilizers:
incidental to installing all ground cover and bedding plants,as shown on plans,as
establishing all surveys, reference points and elevations required by him, and shall be sandy textured. Silt plus clay content of this soil shall he 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 1S%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 miilimohos per centimeter at 25 C. 5.02 Bedding Plants Power (909) 393-3744.
detours required by him for the construction of the project. All temporary In order to ensure conformance, samples of the imported soil shall be Perennials and Annuals- Provide healthy container grown plants from a recognized
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project nursery,ane species anvariety own on p
d of the iety shlans. B. Ammonium Sulfate- Granular form containing not less than 21%nitrogen and
City or governing authorities. landscape Architect for analysis prior to use. Result of testing to be delivered 24%sulfur and shall be registered as an agricultural miner,with the State
to City for approval. Soil test to include analysis and recommendations. 5.03 Ground Cover: Department of Agriculture in compliance with Article 2 - "Fertilizer Materials,"
1.05 Defective and Unauthorized Work- Section 1030 of the Agricultural Code.
3.03 Soil Amendments: Ground Cover. Provide
All work which is determined ground cover c the species shown on plans. Ground cover
Uy inspection to be defective in its construction� 7.03 General:
deficient in any of the requirements of the plans and specifications, shall be remedied All soil amendments shall be as specified in the Agro nomric Suitability/Fertility soils shall be established and well rooted in flats or similar containers.
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. 5.04 Mulch:
3.04 Soil Preparation:
1.06 Inspections Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed
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 prior to soil 5.05 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. 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 a
A. Irrigation: Operate irrigation system on an established program to maintain
sheltered location protected from the sun,wind and other damaging all lants and lanted areas in a health condition. Irri Irrigation tilling or cross ripping to a depth of 12". All rock and debris more than 2" in elements. P P Y ga ' n system runoff
Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in shall be kept to a minimum. Damage to irrigation system resulting from
Drain Lines and Catch Basinm which all rock and debris more than 1" in diameter shall be removed. maintenance and equipment and/or maintenance personnel, shall be
B Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the Cit Failure of any of
Irrigations (main line pressure,coverage do system operations test). gi Y• P�
planting.round cover plants and prior to bedding pgpg. the irrigation Soil Preparation and Finish Grading. Apply , spread,and rototil in all soil amendments as recommended to a depth of 6". installed psystem shall be brought to the attention of the City. No repair
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
5.06 Installation:
Substantial Completion Inspection (at completion of landscape improvements) to 6" the following for each 1,000 square feet of planting area: 1e.'m ission from the City.
-7 Days
Plant ground cover and bedding Tants in moist soil and space as indicated on ans.
8rou 8 P � plans.
Weed eed Control: K all anted arras free of weeds and debris cultivating
- cubic of nitrolized Redwood or Fir shaving or equal. �P planted by 8
Final Inspection (after maintenance period) 7 days. 4 yards g
lbs. of Gro-Power or roved equal. areas at intervals not to exceed 10 calendar days.
200 PP
The contractor shalt arrange a Preconstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize
y y
Architect and City a minimum of seven (7)days prior to the beginning work. The above sail 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 an
bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program.
1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place. ft
l
de planter areas after planting,to restore smooth finish grade and to insure
Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every Regra � C. Pest Control: Spray all plants and planted areas at beginning of maintenance
proper surface drainage. A 4" layer of mulch material shall be spread over the entire and as may become necessary thereafter b
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 Pim y y an approved method of
shall be teed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved b the planter area after grade is established. Watering shall begin immediately after
pest control,guaranteed eptanc pe pprov gro g or'y' PPro Y Prof landscape mulching. (Grading shall accommodate the mulch) Method shall
��l�pib t�and planted areas free of insects and disease.
for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction y he City prior to any applications. Pest Control
job conference. shall include Gopher control.
Trees 24"box do larger 1 year 5.07 Protection: S CA P
D. Pruning: Prune all ants as designated and directed Landscape Architect, NO F
Trees 1 S gal. &smaller 1 year 3.05 Finish Grading: >I~ plants g� by Pe
Erect temporary fenc'ng or barriers to protect planted areas from damage prior to at start of maintenance m and continue to prune ants as directed or Krum �q
Shrubs All sizes 120 days program Pru pt �'b �
final acceptance.
Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades foras may become necessary until the end of the maintenance program. a om y
Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after e` r, ��►
settlement at the end of the project maintenance period. PART 6 - WEED ABATEMENT Remove trash weekl Ed nd cover to k in bounds and trim t v L9 to
Lawn (sod) 120 days P Y• Edge get eeP top ov 0
Lawn (seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles; repair damage. so
7-
180-day maintenance period. Landscape Contractor shall replace and plant 1-02
Guarantees begin after the project acceptance by City and at the end of the grade change. Provide all material,equipment,and labor necessary to perform all work as indicated PART 8 - ACCEPTANCE OF PROJECT _
all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans, as reasonably implied, and as delineated in the specifications. �� ojfe
and within 5 days from receiving written notice from the Landscape Architect 8.01 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 6.02 Epality Assurance: F OF CAL��
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement 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_-_IREEES_AID_SBIIRS 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. 4.01 Scope of Work: B All materials and methods must conform to Federal,State,and Local establishment.
Regulations.
1.08 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
shown on plans, as reasonably implied and as delineated in the specifications. 6.03 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 beginning of the establishment period,and the second at the end of the
all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 DESCRIPTION 0 F REVISION DATE JAPPROVED
Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance,then continue establishment until
1.09 Disposal and Clean-up: A. Nomenclatt�- Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved. C ( T Y o f RANCHO C
Plant Names" established by the American Joint Committee on Horticulture. submit to the Landscape Architect/City a list of the weed control materials and
quantities per acre intended for use in controlling the weed types prevalent and
Remove all waste materials (including excavated material classified as unacceptable Except for names covered therein, the established custom of the nursery is expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor 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 shall furnish the landscape Contractor and landscape Architect and Cit
healthy,undamaged,and free of infestation. Inferior plantings shall be
City data to replaced and brou t t cry acceptance landscape construction,and legally dispose of it. During the course of the work, brought o a satisfactory condition before final act tance of
Pre variety p demonstrate the compatibility ri the weed control materials and methods with the work will be made. All areas shall be neatly EAST AVENUE PARKWAY IMPROVEMENTS
remove surplus materials from the site and leave miles in a neat and clean B. Condition-Plants shall be symmetrical,typical for vara and es,sound }-raked and free of weeds.
condition. Clean u and remove all en debris and surplus materials u intended planting and seed varieties present
P g rP 1� healthy,vigorous,free from plant disease, insect pests,or their eggs,and shall
completion of work, leaving the premises meat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the FOR
upon the request of the inspector. point of being root boppcun�d. Plants shall not be pruned at anytime,and in no
case shall trees be to TRACT NO. 16105 N/O MILLER AVENUE
PLANTING SPECIFICATIONS
APPROVED BY: - DATE :if
oWlal
CITY ENGINEE RCE No . 24953
DESIGN ARCHITERRA DESIGN GROUP F15b4t"DED
JAF LANDSCAPE ARCHITECTURE
SITE PLANNING
10521 CHURCH STREET.,STE.106
DRAWN RANCHO CUCAMONGA,CA 91730 SHEET o
JAF (909)184-2800 FAX: (909)484-2802 L-8),
CHECKED DRAWING NO.
JAF DATE 4-6-01 RLA NO. 28M 17&42- L
AR aHITERRA JOB NO. 0020-5 SHEET OF