HomeMy WebLinkAbout2043-L DEVELOPER/OWNER
I ....ANDSCAPE ARCHITECTURAL PLANS CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
RANCHO
CA 91730
P
PACIFIC INLAND EMP..-,.1,.,. RE TRAIL 909-477-2740CONTACT: WALT STICKNEY
PHASE . 2VICINITY MAPt
NOTES:- ....GENERAL NOTES SHEET INDEX
Lml TITLE SH -EET
CAMDEN DRIVE
FmEREFER TO SHEETS L-2, L-4 & L�2 CONSTRUCTION -PLAN
I , GENERAL
L�3 CONSTRUCTION DETAILS
SEE IRRIGATION MASTER PLAN 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND
E CITY.
SHEET L-5
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. Lm,4 IRRIGATION PLAN
,g 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT(
T iii' t
3 4. THIS WORK SHALL BE INSTALLED BYA LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
AS REQUIRED BY LAW.
.i�u4j4t�k'�w
°�tb5. WORKING DAYS PRIOR TO CONSTRUCTION.CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-8M422-4133 TWO Lv=6 IRRIGA
� TION.
. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS
REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
LOMITA DRIVEr. LOMITA COURT 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN L PLANTI' NG PLAN
`F
APPROVED BY THE CITY ENGINEER. Iff in
i�') JT
`rrYSLOPES IN EXCESS OF 5'VERTICAL FEET SHALL HAVE A 2' IDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 T WIDE FLAT AREA AT THE TOE OF
SLOPE,
� ro 0
7
0. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIO HALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS
ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALL DAYS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF Lmm9 IRR' IGAm�110N SPECIFIC Amh TIONS
LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE
MOWING,WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY
FOR PROPER CARE AND UPKEEP. MAINTE NCE.ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION
fREFER TO SHEETS Uj
SYSTEM IN G WORK( ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
uml 0 CONS 'll R1 OCTION /ok-ND PLANm�IING
� W > 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSEDPERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.G.A.RECOMMENDATION.
F u% Ak TIONS
11. CALSE E EQUIPMENTS LL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 7600-438-0525. SPECIm I "'w A
_j
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA.
BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-80 WIDE X 68 DEEP CONCRETE HEADERS
</ BETWEEN CITY MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8°WIDE X 61,DEEP CONCRETE HEADERS
DRIVE BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-69 WIDE X 6"DEEP CONCRETE HEADERS
BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6°DEEP CONCRETE HEADERS
13, MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SMALL BE FADE IN THE FIELD,AD ADJUSTED A
NECESSARY TO MEET FIELD CONDITIONS A APPROVED Y THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION.
BASELINE ROAD 14. PUBLICLY-MAINTAINED TRESHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
• PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
'� • PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR
NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THECITY INSPECTOR.
® ALL PUBLIC TREES ARE SUBJECT TO INSPECTION.AND ACCEPTANCE BY THE ENGINEERING DIVISION.
. PUBLIC TREES ARE TO E PLANTED PER PUBLIC IMPROVEMENTPLA t ONLY. Cil i-r i w Tty
ALL, 1T��1S of l%fO�K (�01,,11� oi�i SI-� I"S. L_.:-j T�-1 C.-ick r�1� At 1Th/e AlTek'.KtATE Iia. 2 AA
WITP -rl4e C-,X6er'Tl(0Q 01=' MAIKILIQ I QUICL` COGI'F'L.EF-S , A14D F70-C, "T`► i-FE S T.5. L-41
MAINTENANU40"IE hr"'ES"'PONIN10^11BILITY MAP L-151 F. C.; W q(CU aZe II.5A5eL A N D S C A P E CIVIL
AMU is M
uuNtiuLTANTS
•
ENGINEER.
ARCHITECTURE
SITE PLANNING DAN GUERRA & ASSOCIATES
LMD AREA LANDSCAPE U'r%U" OANTITI ES Aje- 10271- TRADEMARK T
RANCHO10221 UCA 1
T Trademark r TEL 7--43
Rancho Cucamonga,Tel (909) 484-2800 FAX C941-1528
. dFax (909) 484-2802 DGA Job No.
2043
LMD
jy¢4 ° v4fg iM m r €t. C !
31, Im TOTAL SQUARE FOOTAGE 29,185 SF
Richard Krumwiede
TOTAL CA Lic. #2834 AZ Lic, 29115
R . „ a .67 Acres
" LANDSCAPE AREA 18,723 SF � � � � NV Lic.#446
` a
n .. IRRIGATION AREA 9,754 SF
HARDSCAPE AREA(COBBLE AND SIDEWALK OVER 41) 8,969 SF
t , 'WIDE SIDEWALK 392 SF
BIKE TRAILTRAIL&MULTI-PURPOSE TRAIL 10,068 SF
ARCHIBALD AVENUET SIDE ENTRYSIZE _
k F
r TREES
jr Chilopsis linearis Desert Willow 6EA 24u box
v MDESCRIPTION OF REVISION DATE
CyyOITY
"
YT T T T SIZE
D
TREES
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Chl(opsi5linearis Desert Willer 9 EA 24°boxCITY OF RANCHO Cgion.MuNAmkA
PACIFIC INLAND EMPIRE TRAIL
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PHASE 2
TITLE SHEET
V1110=10101111,111,IN OWN 1 11
t
24593
U ® ,�� .
N4ENDED
'-� ARCHITERRA DESIGN GROUP
v wJLP/TMW LANDSCAPE ARCHITECTURE
:3 a11,11, SITE PLANNING
s-` a#ure 10221-A TRADEMARK STREETi
A-3 �a RANCHO CUCA ONGA,CA 91730
(909)484-2800 FAX: )484-2802 OF 10
�. NO. 2832 C NO.
0 C_ t J /JLP DATE 10/1 l f 61
3t�B NO.
PROJECT
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LIMIT OF WORK LIMIT OF WORK 10
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CNSTRUCTION NOwt NSTR C N GEND
0 0
6 >— 's ONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS
EXISTING MASONRY BLOCK WALUFENCE.PROTECT IN PLACE. 18 SUPPLY AND INSTALL (1)DRINKING FOUNTAIN.SEE DETAIL I,
u
OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT
HAVE BEENKNOWN DURING DESIGN. SUCH CONDITIONS SHALLBE IMMEDIATELY BROUGHT TO'THE SHEET 1-3.COORDINATE WATER SUPPLY w/CIVIL.ENGIN EER'S
so
Py 'NDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL ASSUME FULL
ATTENTION OF THE LA INSTALL COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L-3. PLANS
F�
NoTa.
RESPONSIBILITY.FORALL NECESSARY REVISIONS DUE,TO A FAILURE TO GIVE SUCH NOTIFICATION.
17 4P
CITY SIDEWALK PER CIVIL,ENGINEER'S-PLANS. 19 SUPPLY AND INSTALL(1)EQUESTRIAN DRINKING FOUNTAIN.SEE
2. FOR SITEGRADING,SEECIVIL ENGINEERS GRADING PLAN.
INVO&VO AU WORK W9.rp;roeWi*T Md DETAIL K,SHEET L-3.COORDINATE WATER SUPPLY wi CIVIL
P
24 �,Y :�.%:A, t-1 .1 V�_ � 4 STREET LIGHT PER CITY ENGINEERS PLANS. ENGINEERS PLANS.
1.0" IbA 3, CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
ra v meni 0. J; . ,
Rl- 44; 'e&
Rw aw mv wif
4 UTILITIES,.PIPES AND STRUCTURES. CONTRACTOR SHALLTAKE SOLE RESPONSIBILITY FOR COST
INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
AN
INSTALL TRAIL ENTRY PILASTER.'LOCATION PER CIVIL ENGINEER'S PLANS.SEE CITY 20 SUPPLY AND INSTALL(IL)TRASH RECEPTACLE.MODEL
SPECIFICATIONS FOR TYPE AND CONSTRUCTION DETAIL 'CALIFORNIN #OR-CAL2232W' NATURAL COLOR SMOOTH W/
4. CONTRACTOR SHALL,COORDINATE,. IRRIGATION SLEEVE LOCATIONS UNDER PAVED.AREAS AS
20 PA'r BLACK STEEL'ROUND FUINNEL!LID#A-24.AVAILABLE FROM QUICK
-PLANS.
REQUIRED. REFER TO IRRIGATION
-6240.SEEDETAIL K-SHEET-L-3.
SUPPLY AND INSTALL LANDSCAPE BOULDER AVAILABLE FROM LOCAL-QUARRY CRETE PRODUCTS,TEL,(951)L 737
22 w
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS
APPROVED BY THE CITY.SEE DETAIL 6(CITY STANDARD 542-A),SHEET L-a
10
AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
A 36u MIN.SIZE FABRICATE AND INSTALL(1)EQUESTRIAN HITCHING RAIL.SEE
SURFA
'CES
IN -0 REDUCE DIPS, B24�'MIN.SIZE DETAIL G,,SHEET-L-3.
LN
�rj 6. CONCRETE SHALL BE FORMED WITH LONG,SMOOTH GRADIENT T
C-18"MIN.SIZE
ABRUPT CHANGES AND SHARP TRANSITIONS,
SUPPLY AND INSTALL(1)PICNIC TABLE.MODEL 4C�LBT-PTS-8,
SP
7. -6240.
ALL CURVILJNEAR�WALKS,CURBS,MOWSTRIPS,-AND WALLS SHALL HAVE-A CONTINUOUS SMOOTH ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS, 22 AVAILABLE FROM QUICK CRETE PRODUCTS,TEL.,(951)737
CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIORTO
co NATURALCOLOR.
;R, BEGINNING THAT PHASE OF WORK'
L9
X,�
PROPOSED D.G.MULTI-PURPOSE TRAIL PER CIVIL ENGINEERS PLANS.
ws
-DETAIL D(CITY STANDARD 1001),SHEET L-3,PROVIDED FORREFERENCE ONLY
SEE FENCE PEI!CIVIL ENGINEER'S PLANS..
8. IF IN THE.FIELD,SCALED DIMENSIONS CONFLICT NTH STATED GRADES AND/OR ELEVATIONS THE
DESIGRELEVATION SHALL TAKE PRECEDENCE.
V
21
CURB AND GUTTER PER CIVI LENGINEER'S PLANS. 1OOP1 BIKE
9. FOR CONCRETE INFORMATION,.REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
9
SUPPLY AND INSTALL(1)LANDS-CAPE.STRUCTURES
24 'RACK.MODEL#100102A-B,AVAILABLETHROUGH COAST
16 U)
, 0) , - I I0 CONSTRUCTION(GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TG
INSTALL 6"WIDE CONCRETE HEADER.SEE DETAIL C(CITY STANDARD 534) RECREATION,TEL,(714)619-0100.COLOR TO BE BLACK
4R,
-AND 400,AS WELL AS ANY OTHER SECTIONSRELATED TO THE INSTAL TON
SECTIONS 4,201,303 LA I
a:
PRE AND POST INSTALLATION OF C ONCRETE WORK,MATERIALS,LABOR,AND CLEAN;.Up.
SHEET L-3
0 , 00
MONUMENT PILASTER BY OTHERS.
.--.Woo
& _00) -1VILENGINEER'S.PLANS.
m6k�,� PROPOSED CONCRETE,BiKETRAIL.PER C
u-
35-9 3'-0.
0
17, TRAIL GATEAND STEPTHROUGH PER CITY STANDARD PLANS.REFER TO CIVIL 4tT'THICK RETARDANT,FINISH CONCRETE.SEE OF-TAIL 1,
ENGINEER'S PLANS. 26 SHEET L-3.
Lo
Cu�
CONTRACTORS SAFETY NOTE. 03 INSTALL TRAIL SIGNAGE W/PILASTERS.SEE DETAIL J�SHEET L-3
-CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE
AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED,CONTRACTOR SHALL
FIRE HYDRANT PER CIVILENGINEER.S PLANS.
PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES,
13
Y4 U
q z wl -z WIN a1w,
v BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. q
15 CONCRETE DRAINAGE SWALE PER CIVIL ENGINEERSPLANS.
81 17 LIM,IT,OF WOW
ju
I O�3' 11�_611 1,
APRON DRIVE APPROACH PER CIVIL ENGINEER'S PLANS.
2'�9"_j na e
A 10 1?77V Ow FALLOW AREA,REFER TO CIVIL ENGINEERS GRADING.PLANS.
H %Z Date
f We
c
vaeimos-5
'DESCRIPTION OF REVISION DATE CITY
S' E E T K"EY -MAP "PROVED
c.1'. Y G-F R-A.: -�C�NO �Cg---C:A:M�'G-N�G.A
IN ,"— A -R." TRAIL
EAMPI
PAU tu* LAND
PHASE
AU
CONSTRUCTION PLAN
Underground, Service. Alert VMWK�wll%�
--------WWA MW
R"%E F ER* EN"C E S �.APPROVED BY.- Z, DATE Z!�;r:9146
24593
Lo
Calt.- TOLL FREE CITY ENGINEER RCE No.
FORNOTES AND LEG,ENDS-, EE THIS SHEET 'DESICIN
FOR CONSTRUCTION DE11-AILS, SEE SHEET L-3 ARCHITERRh DESIGN GROUP
LANDSCAPE ARCHITECTURE
00 FOR SPECIFICATIONS, SEE SHEET L-9
18 SITE PLANNING
SHF
FOR CORRESPONDING.IRRIGATION PLAN, SEE SHEET L-4 �D 10221-A TRADEMARK STREET 'ETr
RANCHO CUCAMONGA,CA 91730 JL
FOR CORRESPONDING IRRIGATION MASTER PLAN, SEE SHEET L-5 (909)484-2802 OF
(909)484-2800 FAX. 2
FOR CORRESPONDING PLANTING PLARY SEE SHEET L-7
RLA No. 2834
TWO WORKING DAYS BEFORE YOU DiG
Iro/I I iO6r 0641
SCALE: ITT=20' JRC/JLP DAT JOB NO.
1 . wpg im
DGA Job No. 2043 PROJECT Sheet No., _ZO of 28
1. VERTICAL GRADE:The following grades shall be observed:
CASE 1 MORTAR EVEN WITH FLAT SIDE UP
0.-5%optimum
CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE.
10%maximum for distances over 500 feet.
2% COBBLESTONE SIDEWALK
15°!°maximum for distances limited to 500 feet or less.
20%maximum permitted only in extreme cases and for short
distances under 100 feet,and only in cases where no vehicle 1 1 ~J
4 .4 °• access is to be expected. W
°4 4 4 4 4 4 2. CROSS SECTION:2-4%optimum,6%maximum in approved location only. _ 7 1
3"MINIMUM CONCRETE BED
3. DRAINAGE:Where trail gradient exceeds 4%,water bars,splash curbs or other N
UNDERNEATH COBBLESTONE
CASE 2 BOULDER PER STD 542-A BOULDER SIZE AND diversionary devices may be required.Location of drainage devices to be reviewed
LOCATE PER PLAN} 3"MIN.SOIL DEPTH AT and approved by the Trails Advisory Committee.Decomposed granite stabilizer 0- Cf)
( LOCATION PER PLAN shall be used.Stabilizer shall be from Gail Materials,Inc.or approved equal.
EDGE OF COBBLE
COBBLESTONE
CONCRETE HEADER-1/2"RADIUS 4. SIDE SLOPE CUTS and FILL:2:1 maximum;2%maximum between curb and trail
EXPOSED EDGES AND FINISH PER PLAN 5:1 max.turf&3:1 max,shrubs/ground cover behind trail.Occasional slope 5 7 0
W
e ® 1(2"POLY FOAM 1"IN LAWN (INSTALL AT GRADE LEVEL AT SWALE variations will be considered on a case by case basis and will require approval
v v ®® 2 EXPANSION JOINT IN PLANT BED CROSSINGS) by the City Engineer. , _
3-1/2"MINIMUM 6"OR 8" FINISH GRADE r
5. SURFACING:Trail surface shall be stabilized decomposed granite with 4 inch minimum
CONCRETE BED
• SEE NOTE 2 base.Remove rocks and debris and grade surface smooth.Stabilized d.g.is available
CASE 3 6" 24" 6" ° FOR D.G.OR COBBLESTONE from Gail Materials(909)279-1095 or approved equivalent.Stabilizer organic binder
F.S.SHALL BE 1l4" 1(2°'ABOVE shall be incorporated with granite fines by the use of a pug mill to insure proper ration00
MORTARED STONE SWALE �, ° .® ° 1/2 RADIUS ® TOP OF CONCRETE HEADER of stabilizer to granite fines.For each 2"lift,evenly spread the material over the area, 1 1/2"' --�
PT
2"MAX • ° ` ° ° i ® ��t grade and smooth.Thoroughly water entire area to ensure that the entire depth is moist. 3
a� +® 4„ `���® I sufficient time to dry.On the side to which the water drains,build up the compacted
Roll the area with 1000-3000 lbs.of weight,Prior to use allow the finished surface
® v .R 4•.� w
drain over concrete curb ifinished surface onto adjacent planting area.curb,allowing the water to 5
ve ° - 4 9
4"CONCRETE BED CONCRETE CURB ra ° I ♦�r
COBBLESTONE BENEATH COBBLE W!#3 BAR � •.P 6. CLEARANCE:All trees shall maintain a 10 foot minimum clearance.Adequate sight
.• ` r i `- #3 RE-BAR CONTINUOUS distance to be maintained at all intersections and drive approaches.Fence line shall 30" S
Z 2'MIN.!4'MAX.RAD. (UNLESS OTHERWISE INSTRUCTED) end 10 feet back of the B.C.R.or E.C.R.in 20 foot easements.In smaller easements, LEGEND:
!-a CURB&GUTTER SEE DETAIL FOR p approaches, q
6'PGC MOW CURB END CONDITION determination should be made case by case.Fence line shall end 5 feet back from
I a Fence line shall end 2 feet to either side of fire hydrant and 1 foot to either side of
")� PER CITY STD.534 ADJACENT HARDSCAPE any tstreet tl ght or utility pole. Adequate access to uiiliies should be maintained.
6"PCC MOW CURB UNDISTURBED NATIVE SOIL REFER TO PLAN 1 HAWES DRINKING FOUNTAIN#3380FR
PER CITY STD 534
PLANTER COBBLESTONE 7. FLOOD and DRAINAGE CHANNEL GROSSING:Where trail must cross existing or
proposed drainage channels,the continuityof the trail shall be maintained by the �
construction of an appropriate crossing suh as a bridge,ramp way,culvert etc.Wood �`/ 3a'° SQ. CONCRETE SLAB. SEE CONSTRUCTION LEGEND FOR
AREA HARDSCAPE
4 4 surfaces permitted).Natural streambed crossings should be left as natural as possible.
or transverse"medium broom°'finish concrete shall be used to prevent slipping no meta FINISH.
4 4
SIDEWALK HARDSCAPE N B. TRAIL ENTRANCE:Trail entrances shall be designed to provide for equestrian, rr
pedestrian/hiking use and shall discouragemotorvehicleandmotorcycleaccess,except � 1 1/2 o.d. WASTE LINE TO SUMP DRAIN. FOR SUMP RETAIL, SEE T I , THIS SHE .
JOIN AT RIGHT ANGLES(TYP.}
Local Feeder Trails shall provide one or more means of unobstructed vehicular access
24° for service vehicles.Access locations subject to approval by the Trails Advisory (� 2" SWEEP ELL.
T MIN.14'MAX.RAD, EXISTING CURB Committee.Refer to standard drawings for barriers and signs.Where there is no \ /
OR WALK
NOTES: NOTES: NOTES, barrier,the trail should be posted.
1.CONCRETE CLASS520-D-2500. END CONDITION 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST I/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS 1/2" COPPER SUPPLY PIPE.
SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE � 1.PROVIDE SCORE JOINTS AT 10 0 O.C.AND 3(8'EXPANSION JOINTS AT 20 0 O.C. 10.CONCRETE APRONS:For drive approaches at trail entrances or at drainage crossings,
2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: r concrete aprons shall be a transverse"medium broom"finish.
BOULDERS:MAX.3'0"-MIN.1'6" BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2.8"WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED
COBBLESTONES:MAX.1B"-MIN.6"WITH ONE FLAT SIDE TURF. 11,CONCRETE HEADER:Concrete header shall be 6 inch per City Standard between frail and
3.BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENT
2.1/2"POLY FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. all other abutments. PVC SUPPLY LINE w/ADAPTER TO COPPER.
4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D'MORTAR.1 PART CEMENT TO 2-2/1 PARTS SAND,2000 PSI 3.CONCRETE TO BE 520 2500 0
3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. o d 12.SPECIAL NOTES:Most Regional Trails follow existing or planned flood control facilities
PORTLANDCEMENTCONCRETE.(NO"DRYPACK IS ALLOWED} ° 0 4.HEADERS TO BE USE AS EDGE
TREATMENTS
OF EAREAS,AS ALL E �7 1/2-BUNG x 4°" LONG ANCHORS (4) SUPPLIED w/FOUNTAIN.
5.A SAMPLE AREA,MIN.O CR TE.SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH 4.90/o COMPACTED SUB-GRADE. TREATMENT N constructed he the San Bernardino County Flood Control District and Army Corps d
�, Engineers.Therefore,any construction within their rights-of-way requires review and
REMAINING ROCK WORK. GROUNDGOVER AREAS.
6.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. approval by those agencies and is subject to their standards and policies. 8 FINISH GRADE.
0 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 0) rn 13.Landscape areas which would otherwise drain to trail shall be required to
c'•-' 8.ALL COBBLE STONE AREAS SHALL HAVE 6"x6"CONCRETE HEADER AS AN EDGE AT PLANTING. � ® collect/dispose of water through area drains.
90%COMPACTED SUBGRADE, OR PER SOIL ENGINEER'S REPORT.
`V 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W.
(-� QCITY G CUCAMONGA, CALIFORNIA
CITY ANCCUCAMONGA, CALIFORNIAa CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY A CCALIFORNIA APPROVED BY STANDARD PLAN NOTES:
N cv r PPROVED BY: STANDARD PLAN
RIVER WA GRANITE N APPROVED BY: STANDARD PLAN
� APPROVED BY:
STANDARD PLAN PLACEMENT � -"NCRETE A a TRAIL 1001 �A DURING INSTALLATION OF THIS FOUNTAIN, MAKE SURE tJUI'Pld LINE
BOULDER -> AND LINE FROM VALVE TO BUBBLER DOES NOT KINK. ALLOW EXTRA
L 542 U 4 -A W 534 '�
CITY ENGINEGR DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W ITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
W SHEET1oFi R.G.E. SLACK FOR FRONT PLATE REMOVAL AND VALVE ACCESS.
_ W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R,e,E. 24853
5; CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION � R.c.E. 24953
Ud R.C.E. 24953 SHEET 1 OF 1
ADDITIONAL DIMENSIONS AND INSTALLATION REQUIREMENTS PER
MANUFACTURER'S RECOMMENDATIONS.
IN
D.%Ci MULTI-PU10 E T A I L
11i A IL N ONLY, AIL Dr1_%11IN'r\-rI0N`G F(P.N11UNTAIN
Bu"ULDER BNT-1 F/AVING CONUKETE I E A D E CI CIVILI LA . �DR
COBBLE PAVING
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T. SCALE: 1/2" = 1'-0" � � 3
1"TURF
NOTE: '•.., 2"G.C. _ _ . "•s
6,- t-011
6r-arr
A. DRINKING FOUNTAIN IS TO BE HAWS MODEL#3380FR-ALL (l l!
PLUMBING IS TO E INSTALLED AS PER MANUFACTURER'S
2211
RCOMMENDATOINS AND PER LOCAL CODES.
I 1 '
B. SLUMP IS TO B LOCATED IN THE NEAREST SHRUB AREA
MIN. OF 5'-0"&A MAX. OF 10'-0" FROM THE DRINKING FOUNTAIN. 2 1. 1/2" RADIUS AT ALL EDGES.
2
2. NATURAL COLOR/INTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION
7
3 PLAN FOR COLOR; SEE BELOW FOR FINISH TREATMENT.
3 1 4
e0 1 3. COMPACT EARTH TO 90% RELATIVE COMPACTION UNDER PAVEMENT.
4
1 `ID
LEGEND: 6 T CONTRACTOR SHALL POUR AND FINISH A 2'X2' SQUARE SAMPLE OF
n rr n
cv 5
EACH TYPE OF FINISH FOR APPROVAL BY OWNER'S REPRESENTATIVE OR
1. 2 x21 REDWOOD MARKER STAKE. ,- 2 _ :_ : _
LANDSCAPE ARCHITECT.
2. FILTER CLOTH.
3. 2" o.d. AINLINE (SLOPE: 1/4"/FT. MIN.). �s� A _40 3
® 6 .
4. 3'" DIA. PERFORATED PVC PIPE w/ -
w
CAP N ENDS ° 4 0 LEGEND_:
,Fryn• -.�. RETARDANT CONCRETE PAVING.
® ® o ■ Cc
l 1BLACK STEEL LID PER CONSTRUCTION LEGEND.5. 3/4" CK FILL. 4 4" DIA. SCH.40 GALVANIZED STEEL PIPE. SMOOTH TROWELLED BAND.
TRASH RECEPTACLE W/LINER PER CONSTRUCTION LEGEND. y SEE CONST. PLAN FOR WIDTH.
900 SCH.40 GALV. STEEL ELBOW. (2) REQUIRED.
BOND TRASH RECEPTACLE TO CONCRETE SURFACE WITH EPDXY 3
® . ADHESIVE,
3 SCH. 40 GALV. STEEL TEE. (2) REQUIRED.
EDGE of PAVING.
CONCRETE FINISH SURFACE.SEE CONSTRUCTION PLAN. =:.® CONTROL JOINT @ 5'-0" OC MAX.
®
CONCRETE FOOTING. CROWN TOP TO DRAIN.
: o°o
®..®
TI ELEVATION
.
FINISH SURFACE/FINISH GRADE. SEE CONSTRUCTION PLAN. 1/2"THICK F XPL DEPTH
�. . .• °°°°e � -"�•�-`� POLYFOAM EXPANSION JOINT.
®Q' • 4■ 5
90%COMPACTED SUBGRADE, O PER SOIL ENGINEER'S REPORT.
12" A a I CONCRETE
ff- A-I 0 0 A Th ASH RECEFF"TACLE R TARD'ANT FINISH
tzff %I 1ESTR-% AN 1`11TU"HING RAIL
st.oMr," DRAIN BIMINI
CAL : N.T.S. L : . .
SCALE:
SCALE: 1/2'° ® 1 t-0'r1
o
1
ff
terry, SKr U M I
2 %, r
r� ,, r .�
LEGEND:
rr
1/2 O HOLE TYP. � �
1 ROUGH-FINISHED, NATURAL COLOR POURED-IN-PLACE 4 _
CONCRETE PILASTER. 1:8 BATTER ALL SIDES. 6'_6r, 4
� griature
7-31-08
1 1-3ar CIO tRlef1G'_Wal-Date t
PRECAST CONCRETE CAP# - 18PC. AVAILABLE FROM a7 f
QUICK CRETE,TEL., (909) 737-6240. �- ,,a. Date
9 9 7 6 r
OF
8"x 8"x 16" PRECISION MASONRY BLOCK. GROUT CELLS 2 `�'
SOLID. Ti
1:18 BATTER _ =. =� :.:. _ _.. .
aN
4 (4) #3 VERTICAL REBAR @ CORNERS. _ I I T I :.::RANCHOCUCAMONGA
a: `: : -:
rrGALVANIZED BRACKET
TRAILELEVATION5
5 4 HORIZONTAL REBAR TIES @
16 O.C. SCALE: 1"= 1'-®(0 LEGEND:
" N
6 RIVER ROCK COBBLE STONE VENEER PILASTER BASE. USE I 'I" ::_ :.:- :;: 11/2
=.:::
r. co
SMALLER STONES ABOVE GRADUATING TO LARGER STONES I .== : = =:-:= 1 4 SQ. STEEL POST& CAP. FILL POST w/
E BATTERED LOOK. 1®
LOW T ACHIEVE = "'
- ==� :� J I �- .�:-�:�� : =--:.-:�:-:-: CONCRETE. 5 10 16„O CITY
8 :..:.:.: ...a .m.:.:.:.:.:
7
CONCRETE PILASTER FOOTING. 8" 4"
2 CAST IRON AUTOMATIC WATERER#BSE40 w/ AI' ItQYE
4 ==:==:-II:=:' rr rr
�" r 8 1/4 DIA. x 3 1/4 DEEP BOWL STAINLESS STEEL SECTI
ON
8 1/4 THICK CLLEK 2-SIDED SIGN BY GRAND VISUALS, = = :: :. .:_:.:.: :.:.: PADDLE AND BRASS VALVE.
00 877-3860. GRAPHICS TO B PROVIDED BY CITY OF _
TEL., (8 ) - 3 _.: :_
CITY OF R
RANCHO CUCAMONGA PLANNING DEPARTMENT. ANCHO CUCAMONGA
_
�" A -1_ 31/2°' � 8 � (2) 1/2" LAG BOLTS.
9 1/4"THICK PLYWOOD. SECURE TO BACKSIDE OF EACH SIGN. 11 6
11 :FJ.
W 3/4"GALV. STEEL PIPE ABOVE GRADE FOR POTABLE WATER SUPPLY.
10 PAU.11"Ilu INLAIND EMPIR"Ed IKAIL
GALVANIZED SIGN BRACKET 4 TOTAL). WELD 1/4"THICK x 6"x ° ° ATTACH TO POST @ 9'" O.C. w/ PIPE CLAMPS (3 PLACES).
12" GALV. STEEL PLATE TO 1/4"THICK x 9" x 3" GALV. STEEL - _ : P1 H A S Es"
ANCHOR PLATE. SANDWICH BETWEEN SIGN BOARDS AND _ = 3/4" SCH.40 PVC PIPE BELOW GRADE.
SECURE w/1/2" CARRIAGE BOLTS (2) EA. BRACKET. SEE SIGNELEVATION12
AN ANCHOR BRACKET ENLARGEMENTS. .--- ® 1_ .:"��__ -_ � - cv .^_ -: _ � �` � ADAPTOR @PVC/STEEL PIPE TRANSITION.
7 -
11 FINISH SURFACE. SEE CONSTRUCTION LEGEND FOR
? 1 - 7 3/4" BALL VALVE. PLACE IN 6" GREEN VALVE BOX.
MATERIAL. 2$" SIGN &ANCHOR BRACKET 8 CONCRETE FOOTING FOR POST.
NOTES:
12 90% COMPACTED SUBGRADE, O PER SOIL ENGINEER'S SECTION APPROVED BY-0 DAM
A SIGNAGE SHALL BE PROVIDED BY THE ( VIEW) � FINISH GRADE/FINISH SURFACE. SEE CONSTRUCTION PLAN.
REPORT.
CITY OF RANCHO CUCAMONGA SCALE: 1'" - 1'-0"
® 10 901Q COMPACTED SUBGRADE, OR PER SOIL ENGINEER'S REPORT. RCE 593
DESIGN 0,
EGCJMENDED
A HITRRA DESIGN GROUP
Eff a U "IMmi
k-4 Er3,T`% IAN WATERER' JL LANDSCAPE.ARCHITECTURE
T,r'%,AIL SIGNAGt UETAIL SITE PLANNING
DRAWN 10221-A TRADEMARK STREET SHE T
�' V-011,
SCALE: 1/2"
_ 1 e-011 RANCHO CUCAMONGA, CA 91730
SCALE: 1/ = _ L / (909)484-2800 FAX: (909)484-2802 OF
HECK RLA NO. 4 °
J / DATE 10/11/06 JOB NO. 1 �"
DGA Job No. 2043 Sheet 1of 28
REFER TO ENLARGEMENT IRRIGATION PLAN,
SHEET L-4,FOR ADDITIONAL INFORMATION
MAINLINE NOTEa
CONTRACTOR TO EXTEND 1114"MAINLINE AND
INSTALL QUICK COUPLERS EVERY.I50-O.C.,MAX
CONTRACTOR TO INSTALL MAIN LINE AND QUICK
COUPLERS ON NORTH SIDE OF BIKE T IL.
a S
a sm- rx its mtwrm
REFER TO ENLARGEMENT IRRIGATION PLAN, -
SHEET L-4,FOR ADDITIONAL INFORMATIONMAINLINE -�
ffi 31
CONTRACTOR TO EXTEND 1114"MAINLINE AND
PO
INSTALL QUICK COUPLERS EVERY 150`O.C.,MAX.
CONTRACTOR TO INSTALL MAIN LINE AND QUICK ' - .. .-
g.�..........._..q.s •.r� as away
ID F BIKE TRAIL.
COUPLERS ON NORTH SIDE 0
w✓ ,w � ,,.,...^°"°'.`».-+^'°"""' , .. 1 .m..G°' ra x,55 ..gro
w v I
♦ S,75D' CO�PL�R B �CIt�G
A }}tt AILD , Q111C
.40 NNN
.✓ b ��
r"
® �, tIle X . F.11.1
A T I LEUENU r%a 11 2-ft 0%ell
'"%RES E L ALD "LATION"
SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
Is N.1 sw%LEr-% VALVE
} ,� �,• RAINBIRD 1812-SAM-PRS-50 POP-UPSPRAY HEAD 5' ,10 30
Lill
UK L;Uuv til
%J 0 U
RAINBIRD 1812-SAM-PRS-SH POP-UP-SP YHEAD 5' 20 3016
'T 1 f"k E
® .,
' 4RAINBIRD 1812-SAM-PRS-5F AHUIBIA. U v
POP-UP-SPRAY HEAD 5 -W E
' .4 30 E.
•'� °� 40,
RAINBIRD 1812-SA PRS-EVAN POP-UP-SP-SPRAY 6' 30 Water eters Size 11/2"
RAINBIRD 1812-SAM-PRS-80 Q POP-UP-SPRAY HEAD V' .25 30 legation: 1371373-61
Static Pressure: h 110 Low 10
I MUNSON
�f', � AJ � RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .5 30 Source Of Information:ation: �T
Phone Number: 909-987-2591
� y RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 34 ate f Information: 1241
% Aa " �
RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY H D 8' .70 30 Farthest Q.C.Valve
-LOMITA DRIVE- NV RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 1t .40 30Maximum Demand:
V RAINBIRD 1812-SAM-PRS-10H POP-U.P-SPRAY HEAD 101 .80 30 QtV. size Rem P.S.I. Loss
RAINBIRD i812-SAM-PRS-10F POP-UP-SPRAY HEAD 1o' 1.60 30 11/2" t r Meter .00
4, Q RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 101 111211Pressure Regulator(Fall-Out).84 30 1121:
' aG o ori 1
�- 1114 Flo Meter
' RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRA12 . 5 30 112" MasterV
RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 _ 11/2"___ Gate Valve a3
" I Line 7.56
RAINBIRD 1812-SAM-PRS-12F POP-UP SP Y HEAD 12' 2.60 30 #F Quick Coupler
RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .74 30 Total System Losses:
RAINBIRD 1812-SA PRS-150 POP-UP-SPRAY HEAD 15' 0
RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 Elevation Difference*
Total Pressure Required: 24.69 _.
RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.7 30 Lowest Static Pressure Available: -103.00
CIO
RAINBIRD 1812-SA -PRS-I5VAN POP-UP-SPRAY HEAD 15' 3.7 34 Pre-Set RegulatedPre- Pressure(if required): 7 .
Residual Water Pressure: 20.00
RAINBIRD 1806-SAM-PA80-14001 BUBBLER DRIP 0.25 -30
Pressure ul for set 74 1 to t the requirements of worse case irrigation
' a, NOTES: valve(H-7)situation,see sheet Ll for additional irri t n valve r s ure loss cales.
1. CONTRACTOR TO INSTALL..PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO
PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS ,WALKS AND STRUCTURES.
f EQUIPMENT , SAA
DOMESTIC WATER METERS PER CUCAMONGA VALLEY WATER
u
DISTRICT
WATTS FBV-3 LINE-SIZE BALL VALVE
(A c*)
r �
r WILKENS 500 SERIES PRESSURE REGULATORH 81
s
FE O 825-Y REDUCE PRESSURE BACKFLOW DEVICE INSTALL I A COAST f
` GUARD SHACK ENCLOSURE MODEL#CGS-2 °'�► te
4
CALSENSE FM-1.25B 1114"FLOW METER OF C IN1�`Fp
SUPERIOR 3100 SERIES NORMALLY OPEN MASTER VALVE
H CALS N E ET2000.16-LR/R PI-TP110 EXISTING 16-STATION ELECTRIC CONTROLLER UNDER
SEPARATE LMD PACKAGE,REFER TO DR.NO,Zn,SHEET L-4
XER REF.11.2 - °- LJ CALENE ET2000.1 -LR1R PI-TP110 16-STATION ELECTRIC CONTROLLER,INSTALL WITHIN A
0
E , II.4 , E 4 W06 80X METER ENCL URE,REFER TO ELECTRICAL PLAN,SEEVtt ®s1.7
SHEET E2,1 &E2.2
RAINBIRD EFB-CP-PRS-D DESCRIPTION OF REVISION DATE ��
ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN �'�'
SEE PRS-D NOTE BELOW
RAINBIRD 33DNP
NON-POTABLE QUICK COUPLER VALVE,150' D.C.MAX,
APPROVED SCH.40 PVC CImTY OF B.ANCHO CUCAMONGA�
MAINLINE,SIZE AS SHOWN,MIN,COVER 18"
APPROVED SCH.40 PVC
LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12"
M�=APPROVED' SCH,40 PVC PACIFIC" INE" AND EMPIRE TRAIL
SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,
APPROVED SCH,40 PVC UNLESS OTHERWISE NOTED
PHASE 2
WIRE SLEEVES, SIZE AS NOTED ON PLANS
PRESSURE REGULATOR MODULE(PRS-D) .
CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW
Underground Service Alert SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE.
CITY ENGINEE RCE No. 24593
ca Call'. TOLL FREE A
OP'LAN L0%;rr"11U"ze%)tr3 :REFER4&E0N`K0P%;ES% D GN CEJ ED
ARCHITERRA DESIGN
BLE LANDSCAPE ARCHITECTURE
BITE PLANNING
NOTES1w,800 FOR LEGENDS, SEE SHEET w4 DRAWN 10221-A TRADEMARK STREET SHEEr
FOR ATI DETAILS, SHEET L- RANCHO CUA ON A,CA 91730
LE (909)484-2500 FAX- (909),484-2802 OF 10
4Z2,4133 FOR SPECIFICATIONS, L®
i HET L- NO. .
T I F 1 F CORRESPONDING IRRIGATION
GCALE:1"= ' JRC/JLP DATE 10/11/06 .jos Na_ 0641
DG-A Job No. 2043 PROJECT Sheet No. 23 of 28
TO SPRINKLER-ANGLE PIPE TO POP-UP SPRAY HEAD BODY 6"-12'DIAMETER CLEAR
ENCLOSURE MODEL PER BACKFLOW PREVENTER ELLS SET TO 114r ABOVE FINISH
m CD IRRIGATION LEGEND ASSEMBLY �► SPECIFIED DEPTH WITH 450 GRADE OF SOIL. MULCH PER CITY
STANDARDJAPER
i2i LL1 SCH 40 PVC MALE ADAPTOR FINISH S(}IL GRADE
cr- "SNAP-TITE"WATERPROOF
JRC/JLP DATE 10/11/06 JOB NO. 0641 0
� Z (4)PLACES ICAC CONNECTORS OR EQUAL
SCH 8t}PVC UNION AWAY FROM HEAD
Se••i�•i•fJ'i•i'•i•®f e• +:f �L�r •fii`i i f• f•i 'S• r't��� a°i•r i a�
WHITE sn PVC NIPPLE ELECTRIC CONTROL VALVE WITH • ,•rf®4®0•'�,f af® ® ®® 4 w® f rtr ti •baa f i rZ • WPI
PIPE SUPPORT PER GVWD f ,• ,• ,
ROUND PLASTIC VALVE BOX it .-.-r
BLUE u3
w COVER ETCHED"IRRIGATION GATE` BRASS WYE •°`� $f r® z ' �. •®'' ,®®ti "r ;f ��%'
STD.DWG.W5. cc •.o•;�r � �i••ff fir. tivf
PRESSURE ••ifs• •:ti : •• y •a rr�
!•f i•f• • i f •• f f• f•i•i • •®•f f•®'Y
t PLASTIC VALVE BOX AND LOCKING f: f A d'fr°r.frbd"
(CARSON OR EQUAL) STRAINER WITH NIPPLE a COVER(CARSONOREQUAL), '•®ti 4 s •• , �� • �•;• ••
rec �}^SMEa�JI"{I�{�e-J pj
� MONEL scREEN � � Ib1!®!• !•f•�I I®!•Y•f �I®I•®•® • • ,i®0 4 •
r RED AND ETCHERKED D WITH TH CONTM�OLLER
FINCH GRADE 5 TRICK X 12`WIDE BLACK WATERPROOF ALL WIRE
PRESSURE I CONCRETE PAD(LENGTH IRRIGATION CONTROLLER CONNECTIONS AND VALVE SEQUENCE
REGULATOR ""`•"" VARIES PER SI1 FINISH GRADE
PES MANUFACTURER)SLOPE TO
SEE LEGEND PERS z , PIGTAIL EXPANSION 6"MIN,
DRAIN AT MINIMUM 2°- "
FOR MAKE AND sT �' PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24 LONG)
BALL VALVE-1 112 OR SMALLER WITH MODES.NO. FINISH GRADE EQUAL]WITH PLASTIC INTEGRATE-M}
STAINLESS STEEL HANDLE 12.1 IV
UNION LOCK! G LID.PLACE AT GRADE IN
RESILIENT -2'OR LARGER WITH PVC SLEEVE TURF AREAS AND T ABOVE IN SIDEWALK �
Z OPERATING NUT S VA � �� �� ® REQUIRED FOR PLANT BED.
GATE VALVE p► �► �° ' PIPE THROUGH PIG TAIL EXPANSION � �
EPDXY COATED CONCRETE PAD LOOP(MIN.24-LONG)
VALVE z SCH 80 PVC NIPPLE
= NIPPLE-TYPICAL SCOTCH LdK EPDXY FILLED PIG TAIL EXPANSION (NNIMUM O LONG)
,- z FROM WATER SOURCE (2}PLACES
CONNECTORS FOR ALL FLOW WHITE �
LOOP(MIN.24"LONG)
90%COMPACTION SGA 40 PVC MALE
SENSOR WIRE CONNECTIONS. �e sc (COMMON) BRASSANGLE SCH 80 NIPPLE- LONG SCH 40 PVC
ADAPTOR INSTALL SCOTCH LOKS
3" REQUIRED IMMEDIATELY AFTER BLUE z FLOW VALVE WNNION
. . INSTALLING FLOW METER, F14
T X T900 ELL
TO MET WIRES `A 3 CRUSHED AGGREGATE
"
RED
314 WASHED WRLEX90°STREET ELL
RIGID PIPE AND RELATED FITTINGS SHALL BE PER LINETd SYSTEMS BLACK MASTER CONTROLSM-3 T , SCH 80 PVC NIPPLE
CUCAMONGA VALLEY WATER DISTRICT STANDARDS. TYPICAL(4)PLACESpELBOW �I S w " VALVE
CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO 314 WASHED CRUSHED SCH 80 PVC UNION
CONSTRUCTION, MAINLINE DIA. NUN-PRESSURE
+� . SAME AS FLOW AGGREGATE TO BE CONTROL&COMMON WIRES LATERAL FITTING
NOTES: FLOW METER METER SIZE FLOW METER,ND
1, INSTALL PER LOCAL CODES. MASTER VALVE BOX.
NON•PRI=SSURE LATERAL LINE
2 EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24$FROM ANY SAME A5 FLOWMINIMUMMINIMUM DISTANCE DOWNSTREAM OF
STRUCTURES OR HARDSCAPING.
3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC.) METER SIZE UNINTERRUPTED PIPE(5X DIAMETER
314"WASHED CRUSHED r MOUNT TEST COCKS ON OPEN OR NON STRUCTURE SIDE. OF FLOW METER SIZE} BRASS NIPPLE
AGGREGATE BASE 4. ORIENT UNIT PARALLEL TO STREET. MINIMUM DISTANCE UPSTREAM OF SCH I0 PVC SXSXT TEE NOTE:
UNINTERRUPTED PIPE(i0X PRESSURE SUPPLY LINE
NOTES: 5 SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE, DIAMETER OF FLOW METER SIZE) m NOTES: 1.LOCATE HEAD OTO 6-FROM W CURBS,HARDSCAPING,
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ® MOW STRIPS AND EDGES OF LAWN.
2 INSTALL CO VALVES A MIN,OF 12-FROM STRUCTURES OR HARDSCAPING. 6 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISINLAR METALS, r 1. INSTALL CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURES OR HARDSCAPING. 2.USE TEFLON TAPE ON ALL MALE THREADS.
3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. A 7. VALVE PER STD.518 REQUIRED BEFORE BACICFL:OW PREVENTER "' 2. INSTALLVALVES IN PLANT BEDS WHEREVER.POSSIBLE NEXT TO SIDEWALKS. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
WHEN MAINLINE IS 3"OR LARGER. NOTES:
4,PLACEVALVE BOXAT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3, PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. co COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
M 1.MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. Ln
8 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND % 8. IF A PRESSURE REGULATOR IS REQUIRED,IT SHALL TO BE INSTALLED ON " 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6 4.HEAD CONNECTION AT OM INLET ONLY,
0 2. IN MULTIPLE FLOW METERIMM,INSTALLATIONS MAXIMIZE THE DISTANCE 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
r VALVE NUMBER INSIDE VALVE BOX, �+ THE INLET SIDE OF BACKFLOW LOOP. FROM THE"TEE`Td EACH ROW METER TO MINIMIZE TURBULENCE. ,
a co
9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN? VALVE NUMBER TO WIRE INSIDE VALVE BOX,
I CALIFORNIA o ICALIFORNIAo I F C UC CALIFORNIA I CALIFORNIA N # F LIF I
APPROVED BY: N
ISOLATION Ff VALVESTANl f2T?FUW APPROVED BY: REDUCED PRESSURE STANDN pPWN APFROVED@Y: FLC T ER INSTALLATION ST WDARDPLAf1 ("� {JR `/ �`{ POP-UP SHRUB SPRAY HEAD
APFROVEpDY: P VV T L V K I[ arPNpARDF CO +�RSVMRY: SYANDAROPLAN
_ r smaller 1 �, BACKFLOW PREVENTER 1 - �,
51 SHUT-OFF VALVEI � 3
CITY ENGINEER DATE 412TH STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION
DATE > CITY ENGINEER DATE USE WITH STANDARDWE.0IFICATIOMFOR PUBLIC MRKSCONSTRUCTION � SHC-e.TIOF1
($) CITY ENGINEER USE W(TH STANDARD SPECEICATLONSFOR PUBLIC WORKS CONSTRUCTION [j CITY ENGCV�ER DATE USL=1"hTH STANDAR SPEM!CATIONS FOR PUBLIC WORKS CONSMIJCT10N ;,HSL'1 4F 1 1.11 CITY I<NGINEfR IXa,TE. USE WITH STANDARD SPECIFK_XTIONSFOR PUBLIC Vt�DRK5 CONSTRUCTION UiEE-1 OF 1 �. R��. 224953 SHEET t OF 1 � R.C.E.
D R.17 24.953 SHEET 1 OF 1 R.c 24$53 R.0 E. 24953
SCALE: rwk I M"TALL 'OOTE %...oUNTtm-1&-%ffauL VALVE P'00"rm" 'UP SHRUB HEAFC)
'"%W METEr"' I'L Cp ATI"N , REM
V rl ""'EN'TEN' FLA
LINE SIZE UA."Ir-E "ALVE B ""'FLOW P"'EV rl %J soft
N.T.S. CALE: .T. . ALN.T.S. {CAL .T. . L .T. .
HARDSCAPING(SEE NOTE 4}
STAND ALONE CONTROLLER WITH ANTENNA
ROUND PLASTIC VALVE BOX&COVER: STRUCTURE OR TOP ENTRY ENCLOSURE
STRONGBOX MODEL NO.
ETCHED (CARSON OR EQUAL) HARDSCAPING L RIRR DOME ANTENNA SB-SS SERIES
PORT LOCATED OUTSIDE OF
FINISH GLADE BOX.INSTALLATION/LOCATION CALSENSE CONTROLLER
E}`MIN. PER
CIT
Y
PRIOR E. MODEL NO,PER PLANS
AT GRADE IN TURF AREAS �,,, COAXIAL CABLE
3"IN NON TURF AREAS IF PAR. TO MOULTING ANTENNA.
CALSENSE TP110 CALSENSE TiAT NESS
120 VOLT DUPLEX ' CALSENSE TP-1.40 CLEAN BACKFILL MLS-SEE
F.* tr SPECS.FOR MATERIAL
NON-SWITCHED.TO BE PLACED BOARD REGARDLESS �
WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. 90°kCOMPACTION REQUIRED
ENCLOSURE CU
cv
ua
NO OPEN ELECTRICAL WIRING PROVIDE 64 Mik OF$AND
33 DNP QUICK 4 - BEDDING AND SHADDI G
® SHALL BE IN CONTROLLER �
COUPLING VALVE MOUNT AREA. er COMMONICONTROL WIM3ES z�, .....•.... .. ............
FINISH
t CLEAN BACI{FILL-SEE
WITH PURPLE I THICK CONCRETE '" SPECS.FOR MATERIAL ."-,,"•`,``.'.*`"."."..
RUBBERCAF FOOTMNGiNSTALLAMIN. ,6.6.0...6......6................`4`. ..
STALKLESS STEEL . 90%COMPACTION REQUIRED ..,!.....*....'.t.*......
p .� a OF 3"ABOVE GRADE AND p .......... <^. ,...-. ..
SCREW CLAMP. a r t SLOPE TOP TO DRAIN AT ,&,4,P,p,.,.`.`.`.`. .s.�.+.v.q.ME -
�
MINIMUM(3)PLACES i�,,. tvIINLMLIM OF 2'/0. ,..s. .`.q.-.` .
r�'jl�i� A .. .. ,..
� � 3"SCH 40 CONDUIT FOR � NON-PRESSURE LATERAL LINE. - CONTROL WIRE SLEEVE-
3W WASHED COMMONICONTROL WIRES SCH.40 SNAKE PIPE IN 't'e-,•,', '';`,°,';. SIZE PER PLAN INSTALL
CRUSHED P ^4 TRENCH .... ...�.
AGGREGATE.BASE WX '� d� .-.a.-.... .0.`. .a....... .- �°. A!]JACENTTOPRESSURE
y �`",�. ,q"� 120 VOLTWIRElNRiGMDSTEEL _ ... `' ....... SUPPLY LINE
A16CONDUIT{{PER LOCAL CODE) �°SWEEP ELL PRESSURE SUPPLY LINE:
SCH 40 BRASS NIPPLE TO MON ENCLOSURE ) SCH.401CL.315 SNAKE SLEEVE-E SUPPZE LY
L
PRESSURE SUPPLY LEVE
SCH 40 BRASS NIPPLE ALL CONNECTIONS SHALL BE WATER TIGHT PIPE IN TRENCH DIAMETER OF PRESSURE
"OUTDOOR TYPE"CONNECTIONS. '� SUPPLY LINE
24 LONG MOUNTENCLOSURE CONTROL WIRES-BUNDLE G'TVP,
ZVI %b AND TAPE AT 15'O.C.AND
INSTALL ADJACENT TO NONPRESSURE LATERAL
W . PRESSURE SUPPLY LINE LINE SLI=EVE-SIZE TWICE
DIAMETER OF NON-PRESSURE
NOTES: LATERAL LINE
SCH 40 BRASS 900 ELL 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION PROVIDE.G'MIN.OF SAND
TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 6 TYP BEDDING AND SHADING NOTES:
SCH 80 PVG SW SCH 40 BRASS 900 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF RE 1.ALL SLEEVES TO BE SCH 40 PVC.
CONTROL VALVES. 2.EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
STREET ELI. STREET ELL 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE
PRESSURE SUPPLY #I4 REBAR STAKE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, 3.ROUTE SLEEVING HANDICAP RAMPS.
LINE FITTING " 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120
{24 LONG) 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. (24-MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION).
0 6.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTANVETO NOTE:
CA PRESSURE SUPPLY LINE LOCAL RADIO){LR).SYSTEM TO BE(ARABLE TO THE CITY YARDS CENTRAL COMPUTER 1.PIGTAIL AND LOOP CONTROL WIRE AT 90°CHANGES IN DIRECTION, a MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET.
SYSTEM PRI TOACCEPTANCE. 6.LIGE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE.
7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. � 2.PRESSURE SUPPLY LINE:2112"AND SMALLER IW MIN,DEPTH
TE � 8.CONTROLLER NOT TO BE CONTROLLED BY GFI OUTLET',IT IS TO BE WIRED'HOT', 0 3-AND LIUIGER 24"MIN.DEPTH
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. �, N
I LI I I Ll I I C , C LI I � I CALIFORNIA
O APPROVEDT3Y: QUICK LI STANL�Pa2DPLa'aN APPROVEDGY.VALVEg CONTROL{ ER ASSEMBLY STANDARDFLAN APPROVED BY: TRENCHING STt�IOARpPL,M1 APPROVED@Y: SLEEVING STANDAROPt/4N
TYPICAL
_ TAL LT.I T ®_ LU
Ltt � T!J
UJI CITY ENGINE..ER DATE USE VUT H STANDARD SPECIFICATMS FOR PUBLIC WORKS CONSTRUCTION
W CITY ENGINEER CTTY>flGmEER >11
DATE USE 4VffH STANDARD SPEC�ICATkON5 FOR PUBLIC VWR!S CONSTRUCTION ((j j CTPY ENOtiaEER TATE U WfTH STANDARD ST CtFICATICTAtS FOR PUa IC WORKS CONSTRUCTION SHEET I OF 1 SHEET I OF I
Ui DATE c yY1Tp{STANDARD SFEC ICATIONS FOR PUBLIC VSDRKS CONSTRUCTION $yEET 7 OF I 7 SHEzU I OF 1 tr R.C.E. 24955 R.C.E. 24,%3
R.C.E, 24953 fY'R.C.S. +1953
SCALE:,, ,%uICK COUPLER VALVE CONTROLLER TRENutiING DETAIL SLEEv Nu DETAIL
. . L LN.T.S. L . . -
Water Meter: 11/2" Water Meter: 11/211
D` %APA.
Elevation, 1 tion: �
Static Pressure, 11 L 1 Static Pressure: 114 L 103
Duro Information: -T r Information: -T 0
Phone Number: 909-987-2591 Number: 909-987-2591 cc
Date f Information: 06/24/06 Information: 06/24/06 na ire
7-1--08
Remote Control Valve: 7 of Control Valve., I-
I u : Maximum 4 �'
Elevation f t Elevation ° . F -�
Sze ItemP.S.I. Loss SizeIt .I.LOSS
1112" t ter .7 1112 Water Meter 1.
1112" Pressure (Fall-Out) a" -- 1112" Pressure Regulator(Fall-Out) _ 5.0
11f R.P. c Device10.00 1112" R.P. lDevice
11/4" F Meter ._ 111 " l Meter ..
111 r Valve 111 aster Valve
1110 to Valve(s) _11/2" ate Valve(s .1
2 " 1112" i Lin 1 in Li CITY
DESCRIPTION OF REVISION DATE
+1 R.C.V. lR.C.V. Ivo
14"------- Lateral Lin " Lateral Line
151 in
Lateral Line ._. _ Lateral LineMainOFRANCNO
. '► Lateral Lin. _ `° Lateral LineCITY .
C9U`h'jm1M6N "hA
Fittings L (10%) Lateral Line
Elevation Clan ( w} Fittings L (10%) 3.8
Elevation an +Total Lo .1 Total t L 41.
PA INLAND Ahi'MPIR1 T,, 1"KA."'
Pressure t Operate Pressure to Operate . PHANE -z
Total Pressure Required: 59.16 TotalPressureRequired: 71-96
Lowest Static Pressure 1 L Static 1OL3.00
Pre-Set Regulated Pressure(if required): 7 . et late Pressure(if r uir " .
Residual Water Pressure., ResidualWater Pressure: 20.00
152 I WaterPressure: 1a- OVED -CITY ENGINEER . . ! .
City Requried Residual WaterPressure: r � u a Oaf( RCE No. 24593
D ISN C0 NDED
PRES11 It Its wromRESS"RE LOSS C a LIC' 'LATION
IL 0
L %a BLE A HIT I COUP
%4"S' 'RE " OSS "ALD "LATION
LANDSCAPE ARCHITECTURE
1521 SITE PLANNING
P. CT / I'mFiRl "ATIO"N VALVE L`V?E. D VVN 10221-A TRADEMARK STREET S H1
L (BRINE 4-2800 FAX:{uo9)A 91730
4-2802 - OF
SCALE:A R Cn'I B A LD` XV E m W E,%`103 T %`ft3)I r DNE AMETt"I"YST AVE- WE%"*m3hT/E A ST SIDE CH.T. . L -T. CALN.T.S.
SCALE: N.T.S. �r�o. 4
DGA Job No. 2043 PROJECT Sheeto. 24 of 28
rGC-1
PLANTING NOTES: rG C-1 6��2 rs-1*' __3 S-7 V-1
1_1i� 2 9
LIMIT OF WORK LIMIT OF WO K
0 !1 � 1 1 1 MM&NNNN NN NN,WNW
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT rS 7 N.NNN, Q N% rS-3
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INST.
ALLIED PER PLAN AND 00W
SPECIFICATIONS. 40
,q
MIN ( S-7 )
CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPA z
2. 0
RATION,PLANT PIT
INN!,
REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. <
rM91
>
N,
S-3
3. CONTRACTOR SHALL FAMILIARIZE HIMSEI FIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, §171
NN i GC-2
ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEM ENT,AT NO COST TO THE CITY,ANY INN, .............
4
2
N
DAMAGE OF SAID UNDERGROUND FACILITIES.
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE X-21
t V
S-6
SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS NN
4%, - .. , G 5
RK APPROVED BY THE CITY. INN, ( C-2
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WO V-1 z
RCHITECT PRIOR TO
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE A z 17.am am a
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BYA REPRESENTATIVE
OF THE CITY PRIOR TO EXCAVATION.
rGG-2 W + -4
6. CONTRACTOR IS RESPONSIBLE FOR ALL.REPAIRS AND/013 REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS z
S-6
BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LAND
SCAPE CONSTRUCTION AND/013 HIS SUB- 6%N
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS 0
OTHERWISE APPROVED BY THE CITY.
X
NN W
6 U
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT GC-1
MATERIALS INSTALLED SHALL�BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 6 6'a" P.
L% 8-5
8. WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ry S-6
16 fTVT
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS T-1 lu?z
AND DETAILS HEREON. 9
:
rGC_1�
A%,
.06 k 13 IN
N
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. IQ�
0 77
RV
411V
F. 1.571-10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND -3
THE EQ I
QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL R U RED W
SOIL AMENDMENTS 68 INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SO.FT. APPLIES TO ALL SHUB BEDS. ou
RV D k! Novi"
5 -7
4 CY.NITROGEN STABILIZED SAWDUST 2
120 LBS GYPSUM xv 6GC-`i""`\
N,
%
--f 6__
125 LBS GRO-POWER PLUS ON
50
.010
j
11. SHRUB BED AREAS SHALL RECEIVE 4u LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND LIMIT F WORK
INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON GRADING (S7,
OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITIPS
Magna
APPROVAL PRIOP TO PURCHASE AND PLACEMENT. "I!gig, U_ I S-2 GC S-3"\ GC-1 _(S-4 S-3
17 2 2 15
' A 61. o/z WALU-40 LW 042 V 10 %
REFE97 RWMCr 4 10 6 8 k 10
A f%A- 7
AN JIQ%A L S-2
8
z
003 CA V 1fVV%1 evin-7nf%cb W
TAi W 0
Z GG-1
k 18 1 A4
W, VF S
z
")y '-p W GC-1'� .01rawom rim M %mmam"M 10 AM M WX 00019mato"M am via SEENEEIEN=
Ir
T4_T 10
z
+ 0
8-4
S-3
k 6 1 A,
Wgb'r R1W LJLJ:;R
L.IN6 2 a)
arm
fGC-2
.2
U
0 XER. R 1.1 P "EN'
LAN I INC3 LEG
S-4
S-3
k 12 1 LL_ SYMBOL QTY THIS
INVOLVa ALL WORK WaTOP
4-
-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS SHEET
0
CALL
W9,67-1m 91W LiNe ANV 1VOR-ra 00
T-1 r
TREES
IVO/?70H 1?1W L1Nr,:: GC_1
k 33 1
T.i Chilopsis linearis �Desert Willow 24"Box Per Plan Standard 15
+
3'Min.Grow
s-6
+ Space
k 6 1
\1-1/ .01 + SHRUBS
ISN" G&2
S-7
+
k 7 1
NIN"
3 R (D S-1 Clstus'Sunsef Rockrose 5 gallon 4o.c. 78
W
41
0 S-2 Salvia sonomensis Sonoma Sage 5 gallon 3'O.C. 75
W
(S-7
S-3 Zauschneria califomica California fuschia 5 gallon 3'o.c. 149
14
AW
+ 3-4 Leucophyllum frutescens Texas Ranger 5 gallon 5'o.c. 27
�Compacta'
5 gallon 6'o.c.
XERISCAPE ASSESSMENT SYSTEM SUMMARY
S-5 Arctostaphylos d.'Howard Manzanita
20
N
3-3
I McMinn'
=R. Ill 20
Muhlenbergia rigens Deer Grass 5 gallon 5'o.c.
46
Lv" EDAM
N 1. LAND
(D 3-7 Penstemon centranthifolius Scarlet Bugler 5 gallon Xoc. 20
N GROUNDCOVERS
1. Water conserVing plants.(20) 20 L-711.1
JI,
R Erigeron karvinskianus Mexican Dai I gallon 31 o.c�
__j GC 2. Turf limited to 25%.(20) -7
sy 167
ilk 20 L
U)
GC2 Myoporum parvifolium I gallon 8'0.c�
T_ Prosirate myoporum 43 3. Plants grouped by watering need.(10) 0 L-7/1.2
OK "I'mma
4. Hardscape(non-irrigated)surfaces.(10) 10 L-7/1.3
Q
R
VINES
U_ N
5. Permeable paving.(5)
v
01
W L
V-1 Parthenocissus;tricuspidata Boston Ivy 5 gallon 15'o.c. 25
6. Low-water turf varieties.(5)
% L-7/1.4
7. Mulch provided in non-ground cover areas.(5) 5
0,
PLANT SPACING NOTE:
-7/1.5
8. Soil amendments.(5) 5 L
QUANTITIES ARE AS SHOWN ON P N
LA
SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES
ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING
U
AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN
DESIGN INTENT DUE TO EXISTINGSITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING Toftil Points CtaftnW: 70
LIMIT OF WORK WILI EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL.LANDSCAPE ARCHITECT AND (Minimum Points Required: 60)
CITY'S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. Q
NORTH /?/VV uppoomm MEMO I 111-sma I
7-31208
OF C-IN
VA/'#"0 LAS )?e
DESCRIPTION OF REVISION DATE CITY
S"HEET KEY M AmP6 APPROVED
CITY OF RANrAmy' No CUUANh'A'MMUNGA
S NY M"bm%k 0"L L E E N D
TREES SHRUBS PAU111JUIXLAND EMPIRE TRAIL
CALL-OUT PHAiNE z
SYMBOL - CALL-OUT
SYMBOL
SIZE
(gal./box) QUANTITY QUANTITY VI: PLANTING PLAN
Underground Sw"'ervince Alert
DATE t
"PROVED BY- 0
CITY ENGINEER -E No. 24593
Call: TOLL FREE ff Is sit
DESICIN
PLAN REFEFI"IkENG Z.1) ARCHITERRA DESIGN GROUP
GD LANDSCAPE ARCHITECTURE
1=800 SIT E PLANNING
FOR NOTES AND LEGENDS, SEE THIS SHEET -;-;-Qi
10221-A TRADEMARK STREff swr
FOR PLANTING DETAILS, SEE SHEET L-8 RANCHO CUCAMONGA,CA 91730
(909)484-2802
422,4133 FOR SPECIFICATIONS, SEE SHEET L-10 TMW-- (909)484-2800� FAX. L-7 OF 10
0
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 RLA N . 2834
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4 SCALE:1 201 JRC/JLP DATE 10/11/06 JOB NO, 0641
----------
DGA Job No. .2043 PROJECT Sheet No. 2 5 of 28
NOTES,
1. REMOVE NURSERY STAKES AND
FILL CAVITY WITHIN ROOTBALL
STORM'DRA1Nf CATCH BASIN 2. STAKES TO BE PLUMB AND
UNDERGROUND BCR PARALLEL.
STAKE TREE PERPENDICULAR
UTILITIES TO PREVAILING WIND.
—1 F
N HARDSCAPING(CONCRETE HEADER,
MI CURB&GUTTER,SIDEWALK,ETC,)
SIDEWALK UTILITY
W E 'OF COMPACTED CHIP
e S.LCL
.1`� - ONE HALF OF SPACING MULCH.
7. S `�'',` - ' + - LIMIT OF PLANTER AREA REQUIREMENT FINISH SOIL GRADE
METER 14° TOP TIE TO BE PLACED AS
TIGHTLY COMPACTED V'BERM TO FORM
MI MIN. LLr LOW K POSSIBLE ON THE DEPRESSED WATERING BASIN.
CURB AND GUTTER TRUNK MALLOW THE FOR WIND TOP OF STAKES BELOW
Niv
FLEXING OF THE TREE.L3L11'
Mf NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO 'WOOD CHIP MULCH. s
SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. EXTEND Z ABOVENO WOOD CHIP MULCH SHOULD BE
THE HEAD TO DROP. MAIN TRUNK
FINISH GRADE PLAGED OR ALLOWED TO REMAIN
R R2 SETS OF CINCH TIES SPACED 24" - OVER THE ROOTBALL.
APART,CONVEX SIDE AGAINST TREE FINISH GRADE vv =r
TRUNK.ATTACH WITH GALVANIZED
SIDEWALK SCREWS TO&LODGE POLES.
FH
F! A
IVE S.L., a =' 10 MAX.kyr ` 2"DIA.LODGE DOLE PINE STAKES
OACH 1� WITH WOOD PRESERVATIVE STAIN,
DRIVE MINIMUM OF 5'INTO
UNDISTURBED SOIL AND POSITION DISTANCE EQUAL,TO 1 wM DISTANCE EQUAL THE SHOVEL CUT E COMPACTED
40 NNW STAKES OUTSIDE ROOT BALL, ON CENTER SPACING ON CENTER SPACING NATIVE SOIL
S' CURB AND ` xx
l 1C�
MIN. ER MIN.
ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB
TOP OF ROOTBALL TO EXTEND 2'
UNDERGROUND TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. DISTANCE EQUAL TO THE ON CENTER
STRUCTURE eg. TO FORM WATERING BASIN FOR PLANT DITTO BE�25TIMES THE SPACING;OF SPECIFIED SHRUB,
TRANSFORMER VAULT, RESIDENTIAL AND GROUND COVER PLANT PIT TO BE{21 TIMES THE WIDTH OF THE RUC.''(BALL UNLESS SPECIAL CASE AS DESCRIBED
INSTALLATIONS.LOCATE OUTSIDE .WIDTH OF THE RMT BALL NO IN NOTE 4.BELOW.
OF PLANT PIT,BERMS IN TURF WOOD CHIP MULCH SHOULD BE NOTES:
AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN
NOTES: TO GITYACCEI�TANGE. OVER THE ROOT BALLn
1.PRIOR TO PURCHASEIPLACEMENT OF THE MULCH,THE CONTRACTOR SHALL
NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL,
1. TREE SPACING SHALL CONFORM€TO PIANS APPROVED BY THE CITY ENGINEER. 1. ALL SHRUBS AND GROUND DOVER TO BE PLANTED AT EQUAL
2. ALL TREES IN THE R.O W.ARE SUBJECT TRAFFIC
NGI LINE OF SIGHT NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2 MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND
CRITERIA AS APPROVED BY TRAFFIC ENGINEER ROCKS GREATER THAN 3" PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS.
3 MAINTAIN 5 FROM CENTER OF TREE TO EIDE OF ALL UNDERGROUND DIAMETER, 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION,
2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR
FACILITIES.IN ADDITION MAINTAIN a FROM CENTER OF TREE TO ALL UTILITY ARBOR GUARD IN TURF UNDISTURBED NATIVE SOIL, SIMILAR LIMITATIONS,ALL SHRUBS AND ROUND V
L.EMiT T G COVER OWNED WATER&SEWER LATERAL LINES. AREAS AND FROM'YARDS. 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OFA WOODY PLANT OR
SHALL.BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE.
4. TREES SHALL NOT BE LOCATEC?ON PROPERTY LINES.MAINTAIN APPDXIMATELY T BALL FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS.
NATIVE BACKFILL WITH
5°FROM CENTER OF TFIEE TO EITHER SIDE OF PROPERTY LINE. ° � NOTES:
5. STREET ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY NO ROCKS GREATER 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE a
ra THAN 3g DEA. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES a
ENGINEERING DIVISION. � OF ROOT BALL.DO NOT CRACK ROOT'BALL. OF PLANT`MATERIALS.PLANT QUANTITIES INDICATED ON THE 6
LEGEND ARE ESTIMATES ONLY.
w 6 STREET TAEESSHALL BE PLANTED AND STAKED ACCORDING TO THE CITY NATIVE SOIL UNDISTURBED to4. WHEN WIDTH OF PARKWAY'DOES NOT ALLOW SPACING AS Lo
STANDARD PLANS,
o 0 SPPEGIFIEDABOVE,LENGTHEN THE SPACING PARALLELTO 6
r SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. 2
CITY OF RANCHO CUCAMONGA,
n AF'PROVEDBY:
CALIFORNIA SFANDRRD PLfO! ` ICALIFORNIAs mCIFCUC ALIFI CI F C ALIF I d
ICALIFORNIA
APROV�?6Y � d
t4
TREEPLACEMENT DOUBLE STAKED TREE STANDARD PLAN n APPROVED BY: c5 MPROVED6Y: APFROVED6Y:
STANDARD PLAN SHRUB AND GROUND STANDARD PLAN STANDARD PLAN
Lu
501 5 L _ '0 5 } CONTAINER TI (� SPACINGC MULCH INSTALLATION
508 509
CITY DttC>itdEER GATE US3 Ws#'F7$rpttmARP SpCG6 pCg7i4NS FOR FtIBiJC Vtt}RYSCOtJSTRUt FtOPi CfTYFEdGINEER DAIS USE VM"STPNF?ARCtSP£CiFiCAFIONS FOR PUB IC V4DRKS CtN}STRUCTION G{TY�NGgYEER DATE USE MTH S7pNpARP St cIFiCA7fOtdS FOR PU�iC WCfRItSGiAdSTRi CTIDN CrtY ENGINEER DATE U WtTl•i STAtdDARDSAECFtC4TiQAlSFOR Pl l iCVWRKS CONSTRUCTION > GY3Y ENGINEER CY R.C.L. 24953 SH r T OF T R C.E. 24853 SHEET I OF 1 DATE USE�A"'TANDARDSPECIFICATIONS FOR PMWC WC WQRHS CONSTRUCTION
!x R.C.E. 24953 S4fm for 9
R,G.E. 24953 SHEET EC T DF F dY R.C.E. 249
SHEET 10F T
IL - Apw&WE% ia mum
14 %j.rIKL)D GING M Uorl LAYER
TREE PLAkoo.','p"'EMENT Tgm%EE PLANTING. 00'H h'p%'BUN mo-ft N'LAIR' sTiff"00%
N.T.S. ALE. N.T.S. SCALE: N.T.S. LE: N.T.S.
*,*DSCAPe
.T. .
DSCApe
rra re
-81-08
vra'Ti�ato
DESCRIPTION OF REVISION DATE CITY
PROVED
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"PROVED BY. � � � DATE.--
CITY
aA►TE.-CITY RCE No. 24593
DESIGN RECO DED
ARCHITERRA DESIGN GROUP
LANDSCAPE ARCHITECTURE
SITE PLANNING
DRAWN 10221-A TRADEMARK STREET SE7F
RANCHO CUCAMONGA,CA 91734
(909) 2804 FAX: (909) 2802 OF
10
NO, 34
JRC
I DATE � ,� JCB NO. 0641
DGA..Jab Na. 2043 PROJECT Sheet No. 26 of 28
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SPRINKLER IRRIGATION SPECIFICATIONS 2.' Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. - 4. Use 9-1/Z'x 16'x 1 1"rectangular box for all electric control vaIves 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 Industfies# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as Indicated on the
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 shoJi be
1.01 DESCRIPTION 8. All fittings shall bear the manufacturers name or trademark,material 5. Use 1U'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 or approved equal. Contractor as a part of the Contract cost Permission to cut or break S. Upon completion of each phase of work,the entire system shall be
. necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. I
Drawings and described herein. when reduced. N_ Sprinkler Heads: Cucamonga. No hydraulic driving Wit be permitted under concrete
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 1 - paving. 3.07 MAINTENANCE
B. Standards: All work and materiais 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. I. 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 Wth solvent welded joints. in these special provisions.
I 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 1,Grade 11 PVC 2. Spray heads shall have a screw adjustment. operation period.
compound conforming to ASTM resin specification Di 784. All ripe 1. Routing of sprinkler irrigation lines as indicated on the DravAngs is
A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a 3.08 CLEAN-UP
permits and all observations as required. observation of the irrigation system. With an appropriate standard dimension ratio. on the draWngs. 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
B. Manufacturers 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 ft 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 I- Prepare and deliver to the City of Rancho Cucamonga within ton 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 2.01 B 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 OBSERVATION PRIOR TO ACCEPTANCE
�
0. 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 & 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 I
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment I 1. Where indicated on the Drawings,use red brass screwed pipe 1. Steeving under hardscape or paved areas for mainline,fateral 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 Wring 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. I
rules, regulations,or requirements of the same.However,when these b- Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installalion 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 filling 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. I I. 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
1. Pipe. Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connecIjons first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE
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 be responsible for notifying the City of Rancho
I. Due to the Scale of the Drawings,it is not possibleto 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: I
shall carefully investigate the structural and finished conditions rendered. 16%zinc,241/acadmium,soliclusat 11250 F,and liquidus at 11450 F. 117 volt receptacle. Metal conduit shall run fromthe 117 volt supply
affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E. Line Clearance: I- Pre-Job Conference-7 days
� such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateValves: properly phased-
.
Drawings are generally diagrammatic and indicative of the work to be � 1. All lines shall have a minimum clearance of six(6)inches from each 2. Pressure supply line installation-24 hours
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(1 1/2'and smaller) 4. A terminal strip shall-be provided,,clearly indicating the proper other and twelve (12)inches from lines of other trades,with the
conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring(station valves,master exception of the control wire sleeve(s)which shall be installed & Lateral line and sprinkler installation-24 hours
features. a. Two(2)sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central controg. adjacent to pressure supply line. Parallel lines shall not be installed
disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours
2. All work called for on the Drawings by notes or details such be . supplied on this project. b- Ball valves shall be Nibco T-585-70-66 or approved equal. 0. Miscellaneous Irrigation Equipment: �
furnished and installed whether or not specifically mentioned in the � b. Two(2)lbur-foot valve keys for operation of gate valves. e. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control Wre installation-24 hours
� specifications. G. Two(2)kevs for each automatic controller. 1- Refer to the Irrigation Plans for sizes and types of miscellaneous 6. Pressure supply line and lateral line testina-48 hours
d- One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(20 and larger) irrigation equipment. 1, Install as per manufacturer's instructions. Remote control valves shall -
� 3. The Contractor shall not-willf ully 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 hour's I
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. EAR12_-_JD(ECM_TM B. When observations have been conducted other than the City of Rancho
City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 voft power connection to the automatic controller shall be
performed,the Contractor shall assume full responsibility for any City of-Rancho Cucamonga 3�01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,showevidence in writing of when and by whom these
revision necessary. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING G. Quick Coupling Valves- A. All sealed dimensions are approximate. The Contractor shall check and verity 2. All electrical work shall conform to local codes,ordinances,and union observations were made. .
1.03 SUBMITTALS 1. Quick coupling vaJves 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 Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractorshall not call for a site visit wfthout"As-Built"record drawings,
� A. Material list. . care in handling,loading,unloading,and storing PVC pipe and fittings. All H. 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. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise 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
processes specified by name in the DravAngs and Specifications. No at anypoint. Any section of pipe that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve(1 2)inches between adjacent valve boxes. Install each
substitution will be allowed without prior written approval by the discarded,and If installed,shall be replaced with new piping. H. Backfiow 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 1. Flushing of System: �
2. Complete material list shall be submitted prior to performing any irrigation draWngs. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting *
work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings- trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in-place and
and description of all materials and equipment to be used. Although equipment or materials Wed 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
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 an the irrigation system. opened and full head of water used to flush out the system.
. Item No. Description Manufacturer Model No. 1, Provide a statement indicating the reason for making the substitution. #100B or approved equal. 3.02 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
1 Backfiow Preventer Febco 825-Y-13V the backfiow preventer shall be installed as required by local code. A. Physical layout: Rancho Cucamonga. .
2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to 1
2 Automatic Controller Calsense ET1-24-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: 1
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savingz it the substituted item is construction. Submit shop drawing for approval. supply lines,routing and location of sprinkler heads. I. Install the sprinkler heads as designated on the Drawings. Sprinkler
approved. 1. Check Valves: 1
4 Etc. Etc. Etc. � 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. to those itemized.
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
listed and should include solvent,primer,Wre,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WWV--5I D,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 Type IV. recommended by the manufacturer-
required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to Water supply point(s)of
2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3.04 TEMPORARY REPAIRS
3. Equipment or materials installed or furnished without prior 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 2. Connections shall be made at the approximate location(s)shown on
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 Drawings.-The Contractor Is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the
may be required to remove such materials from ft site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to caused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the
expense. irrigation system. the Valcon"ADV"or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the
I . � 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 Supply: guarantee as herein specified.
product or products apparently mew the requirements of the I maintenance manual. 3,05 EXISTING TREES �
Drawings and Specifications on the basis of the information or � I. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be
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 Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all
shall contain the fallowing information: burial copper Wre AWG-U.F.600 votL Control Wring installed in Drawings- possible care to avoid injury to trees and tree roots. Excavation in areas where two
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW (2)inch and larger roots occur shall be done by hand. All roots two(2)inches and
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot Wres shall be a different color wire for each 2. Connections shall be made at the approximate location(s)shovm on larger in-diameter,except directly in the path of pipe or conduit,shall be tunneled
supplement the guarantee. automatic controller. Common Wres shall be white with a different the Drawings. The Contractor is responsible for minor changes cause under and shall be heavily wrapped with burlap to prevent scarring or excessive
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. drying- Where a ditching machine is run close to trees having roots smaller than two
B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and Wre chart In no case shall (2)inches in diameter,the wall of the trench adjacent to the tree shall be hand
� accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#1 4. 3.03 INSTALLATION trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or
. set of blueline ozalid prints which shall be corrected daily,showing workmanship which may develop during the period of one yea.r from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
I closed within twenty-four(24)hours;and where this is not possible,the side of the �,,!!! =:
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. 01;,[I C,
trench adjacent to the tree shall be kept shaded with burlap or canvas. ", i i
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the CitT We shall make such 1. Dig trenches straight and support pipe continuously on bottom of N, � I
purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow 3.06 FIELD QUALITY CONTROL . Urn .-4
This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(15)feet. layout indicated on the Drawings and as noted. CO &
as a record set. replacements within a reasonable time after receipt of written notice from the City,we 14�; 1p
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� authorize the City to proceed to have said repairs or replacements made at our 4. An expansion cud shall be provided Wthin three(3)feet of each 2. Provide for a minimum of twenty-four(24)inches cover for all A. Adjustment of the System: I 0 , CP 0
- -.9 -0
2. The Contractor shall make neal and legible notations on the record expense and we Wit pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. 1. The Contractor shall flush and adjust all sprinkler heads for :1 CC .I-_ 4�. �4
draWng progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of I sigy W-m-re
I work as actually installed. For example,should a piece of equipment PROJECT: repair,the valve bonnet may be brought to the surface without 3� Provide for a minimum of twenty-four(24)inches cover for all optimum performance and to prevent overspray onto walks, ,-31�08
be installed in a location that does not match the plan,the Contractor disconnecting the control Wres. Control Wres shall be laid loosely pressure supply lines of three(3)inches or larger in diameter. roadways,and buildings as much as possible. . I"/9 A),ki-
. I --- i*0-_ �
must indicate that equipment has been relocated in a graphic LOCATION, in trench without stress or stretching wire conductors. 2- If it is determined that adjustments in the irrigation equipment will
I manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen(1 8)inches cover for all pressure provide proper and more adequate coverage,the Contractor shall P I
irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 VZ)inches or smaller make such adjustments prior to planting. Adjustments may also OF C1k
then be transferred to the original record drawing plan at the proper ADDRESSED: Packs,Rainbird Snap-Tite wire connectors.,or approved equal. Make include changes in nozzle sizes and degrees of are as required.
time. only one splice With each connector sealing pack. 5. Provide for a minimum of twelve(12)inches for alt non-pressure . I . -_ - - -, - I
lines.
3, Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Lowerin raised sprinkler heads by the Contractor shall be
all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(18)inches for all control 9
� similar mylar material. Arrangements shall be made through the city PART2-PRODUM Rancho Cucamonga. Wring. accomplished within ten(10)daysafter notification by the City.
for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades � �
shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the DraWngs-
technical pen made expressly for use on mylar material. Such Pon susceptible to traffic loads.
shall be similar to those manufactured by Rapiclograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1, Automatic controller(s)shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure. CITY
readable even on the final controller chart(see Section C). The . DESCRIPTION OF REVISION DATE APPROVED
original mylar"record drawing'plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s)shall be approved by the City I. The trenches shall not be backfilled untif I all required tests-are B. Testing of Irrigation System: ----------- -_
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated Awb� Nam
IM
controller chart. I- Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor shall request the presence of the City of Rancho 1=1
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. CITY OF RANCNO CUSPaMONGA
4. The Contractor shall dimension from two(2)permanent points of to each automate controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde 1, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per
intersections,etc.,the location at 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. A *I"MPIR I" TRA
Z4- U /I/ M " 04' ",
.1 r
pope must meet requirements as set forth in Federal Specification PS L. Electric Control Valves: areas,humps or other surface irregularities. UJ"I " I.."T"TZI - A I L
a. Connection to existing water lines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld Note: Testing of pressure main lines.shall occur prior to PA " N T 1 .a-.4 .&;$
b. Connection to existing electrical power. pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves. I" oft
.
c. Gate valves, the Drawings. No foreign matter larger than one-half(1/2)inch in size Wit be PHAS)n Z
d.Routing of sprinkler pressure lines(dimension max.IOU 3. Pressure main line piping for sizes 1-1 10 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. 3. Flooding of trenches will be permitted only with approval of the City pressure of 150 pounds per-square inch and proven watertight prior � I .I—.�I
e, Sprinkler control valves. to paving. -
f. Routing of control Wring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga.
g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve- 4. Sustain pressure in lines for not less than six(6)hours. If leaks 1.11
h- Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS 4. It settlement occurs and subsequent adjustments in pipe,valves, develop,replace joints and repeat test until entire system is proven - %� --- � %. 14
21-70� sprinkler heads,lawn,planting,or other construction are necessary, 0 6
I. Other related equipment as directed by the City of Rancho M. Control Valve Boxes- the Contractor shall make all required adjustments without cost to the watertight. "PROVED-BY. DATE--���6;1141�67
Cucamonga. 5, PVC solvent-wetc!fittings shall be Schedule 40,11-1 NSF approved I. Use 1V'x 10-3/W'round box for all gate valves. Carson Industries city. . CITY ENGINEER ,_= 'a d-NE No. 24593
1 . 5- All hydrostatic tests shall be made only in the presence of the lv� - - � . , , � , , '"' ________ ----------- ______ -
5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN REC rDED
shall deliver the corrected and completed seplas to the City of sleeve shall be PVC with minimum size of six(6)inches. C. Trenching and Backfill Under Paving: be backfilled until it has been observed,tested,and approved in ARCHITERRA DESIGN GROUP �
Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. JRC/JLP LANDSCAPE ARCHITECTURE
I shall be of type and installation methods prescribed by the 1. Trenches located under areas where paving,asphaltic concrete,or - . - -
Contractor of the responsibility of furnishing required information . 2. Use 9-1 r2'x 16"x 1 1"rectangular box for all electric control valves. I __ ----------------- SITE PLANNING #ff
that may be omitted from the prints. manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved concrete Will be installed,shall be backfilled with sand(a layer four 6. Furnish necessary force pump and all other test equipment. DRAWN -_ � 10221-A TRADEMARK STREET HEET
equal, (4)inches below the pipe and six (6)inches above the pipe)and RANCHO CUCAMONGA,CA 91730
7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical . - (909)484-2800 FAX: (909)484-2802
C. Controller Charts: � 7. When the irrigation system is completed,perform a coverage test in JRC/JLP L-9 0 F 1 0"
3. Use O'diameter x 8-314V 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 - - -
1. As-builts drawings shall be approved by the City of Rancho a. Manufacturers name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate. Furnish mm=' RLA NO. 2834 -1-�A IN(i NO. �
Cucarnonaa before controller charts are prepared- b. Nominal pipe size . cover.or approved equal. left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct any 10/11/06 0641
C. Schedule or class JRC/JLP DATE JOB NO. *�O"L
__ -- L_ I -1
________- _______--___-- ______________ __ I -___________--__-__-- , ''I I --_______________ IJ, I I �, 11111 I I'll loll 11,1111-11,111,1111"ill - . ------ ..=�
I DGA Job No. .2043 PROJECT Sheet No. 27 of 28
1
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CONCRETE-SPECIFICATIONS
PART_tC1EN.E1RAL 1.07 Guaranties: 3.06 Coordination: 6-03 Submittal:
1.01 Description A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn Weed abatement work shall be coordinated with the installation of the irrigation Prior to the installation of any weed control materials,the Landscape Contractor shall
shall be guaranteed from date of final acceptance of landscape construction system rototilling and soil amendment work,and planting. (See Weed Abatement submit to the Landscape Architect/City a lisi:of the weed control materials and
For concrete information refer to the Standard Specifications for Public Works for periods as follows: section), quantities per acre intended for use in controlling the weed types prevalent and
Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer to expected on the site,as supplied by the Pe,:-.t Control Advisor. Pest Control Advisor
sections 4,201,303,and 400,as well as any other sections related to the installation, Trees ZV box&larger 1 year PART 4-TREES AND SHRUBS shall furnish the Landscape Contractor and Landscape Architect and City'data to
per and post installation of concrete work,materials,labor,and clean-up. The Trees 15 gal.&smaller 1 year demonstrate the compatibility of the weed control materials and methods with the
Standard Specifications for Public Works Construction is available from, Shrubs All sizes 120 days 4.01 Scope of Work: intended planting and seed varieties present.
GroundCover 120 days
BI Building News Bedding Plant 120 days
3055 Overland Avenue Lawn(sod) 12D.days Provide all material,equipment,and labor necessary to Install all trees and shrubs as 6-04 Responsibility and Coordination:
Los Angeles,CA 90034 Lawn(seed) 120 days from first mowing shown on plans,as reasonably implied and as delineated in the specifications. A. Landscape Contractor is responsible for the erection of alI signs and barriers
(310)202-7775 Guarantees begin after the project acceptance by City and at the end of the 4.02 Products required to prevent intrusion into ihe treated areas and to notify the public.
1-02 Scope WjWday maintenance period. Landscape Contractor shall replace and plant A. Nomenclatum -Plant names indicated on the drawings conform the"Standard B. No material or Methods shall affect the landscape planting or hydroseed
all materials which have died within the time span stated above,at no cost Plant Names!'established by the American Joint Committee on Horticulture, germination. No material or method shall tender the job site unusable for
Furnish and install all concrete work complete as indicated on the drawings or as and within 5 days from receiving written notice from the Landscape Architect Except for names covered therein,the established custom of the nursery is more than 10 days from date of application.
specified,including,but not limited to the following: or City. If dead material is not replaced and planted within the 5 day follovmd.
period,City may replace dead material with new material and charge the 6.05 Non-Selective Herbicides:
A. Furnish and set all reinforcing steel,bolts,and anchors. Landscape Contractor for all expenses incurred. B. CDnditlan -Plants shall be symmetrical,typical for variety and species,sound,
B. Install all items required by other trades which are to be cast into concrete. B. Construction Materials: The contractor shall guarantee all workmanship and healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall Non-selective contact herbicide and/or non-selective systemic herbicides(as
materials for all site development,for a period of one year from date of final have healthy,normal root systems,well-filling their container,buy not to the recommended by the Pest Corrtrol Advisor)
C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where acceptance of project. point of being root bound. Plants shall not be pruned at anytime,and in no
applicable. case shall trees be topped. 6.06 Selective Herbicides:
1.08 Material and Labor Releases:
1.03 Protection C. Trees and shrubs shall be growing at a recognized nursery in accordance with Selective pre-emergent herbicides compatible With seed mixtures(as recommended by
Upon completion of the work,the Contractor shall present to the City,signed copies of good horticulture practices and shall be of the size and caliper normally the Pest Control Advisor)
All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. all labor and materials releases for all work performed under Site Development. associated with the container size.specified on plans. Removal of all tags,
Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, labels,nursery stakes ard ties from all plant material prohibited until the 6.07 Weed Eradication:
place and remove all of his own barricades. Contractor shall be responsible for any 1.09 Disposal and Clean-up: approval of the Landscape Architect or City. If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in
damage to new construction and replacement or repair of the work shall be made D. All plant material delivered to the site showing signs of damage or disease or the planting areas will require control prior to removal,spray these areas per Pest
without added cost to the City. Remove all waste materials(including excavated material classified as unacceptable Is insufficient in size to carry out the intent of the planting plan will not Control Advisor's recommendations.
1.04 Clean-up soil material),trash and debris generated or encountered during the course of accepted and Will be replaced at Contractor's expense.
landscape construction,and legally dispose of it. During the course of the work, A. Prior to the installation of the irrig.ation system remove and clear all weeds
remove surplus materials from the site and leave premises in a neat and clean
Upon completion of all concrete work and before final acceptance,the Contractor shall condition. Clean up and remove all remaining debris and surplus materials upon E. Siz�� -Shall be as stated on the Plan. Container stock(1-gallon,5 and deleterious materials from planting areas.
remove all tools,surplus materials,apparatus,debris,etc.from the site and the site completion of work,leaving the premises neat and clean. The site shall be cleaned gafflon,and 15-gallon)shall have been grown in containers for at least one(1)
shall be left in a clean,neat condition acceptable to the City. upon the request of the inspector. year,but not over two(2)years. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
10-2"beJow the surface of the soil. Physically remove all weeds from the site.
PART 2-EXECUTION F. Substitutions for indicated plant material will be permitted
PLANTING SPECIFICATIONS provided the substitute materials are approved in advance by the City,and PART 7-LANDSCAPE MAINTENANCE
2.01 Protection: are made at no additional cost to the City. Except for authorized variations,
PART I-GENERAL Keep all plant material defivered to site in a healthy condition for planting, Plants all substitute plant materials shall conform to the requirements of these 7.01 Scope of Work:
shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in specifications. Provide all materials,labor and equipment necessary for,or incidental to,performing
1.01 Scope of Work: most earth or other suitable material until planting. Balled and burlapped plants G. ants D -Plants not approved are to be removed from site all maintenance requirements as reasonabli implied or as delineated in the
shall have root bell covered with moist sawdust,wood chips or other suitable material 1. .1
Contractor shall provide all materials,labor and equipment incidental to and until planting. immediately and replaced with suitable plants. The City reserves the right to specifications including,but not limited to the following:
necessary for completing all work,as indicated on the drawings,as reasonably reject entire lots of plants represented by defected samples. Maintain all plants and planted ar-ms.
implied,or as delineated in the Specifications as follows, 2.02 Installation: H. Stake all trees,as per details immediately after planting to prevent wind Keep planted areas free of weeds.and debris.
1.02 Standards: Detailed layout of plants within the planting areas shall be performed by Contractor damage. Prune trees and shrubs.
and approved by the Landscape Architect and City prior to planting. Fertilized all plants and planted areas.
All work and materials shall comply with governing codes,safety orders,standards, 1. Plant trees that are to be located in lawn or ground cover areas after finish Irrigation.
and regulations,and meet the minimum requirements of the Standard Specifications Soil excavated from planting holes shall be amended to backfill around trees and grades are first established and allow at least 7 calendar days prior to Insecticide spraying.
For Public Works Construction(Green Book)latest edition. shrubs using the following mixture: installation of said lawns or ground cover to provide for thorough watering
of trees. All planting holes shall be excavated as defined on appropriate 7.02 Fertilizers'.
1.03 Quality Assurance: Native,On-Site Soil with rock no greater than&'in diameter details. & Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8
Gro Power Plus,5-3-1 15 lbs/cy 4
A. All Contractors performing Site Development work,must be licensed in Iron Sulfate 2 lbalcy .03 Soil Amendments: Gro-Power Controlled Release Nitrogen,as designated herein,or approved
accordance with the laws of the State of California. substitute as required by the Agronomic soils report. Available from Gro
(To be used for bidding purposes only,verify with Agronomic Soils Test-) Soil amendments shall be as recommended in the Agronomic soils report Power(909)393-3744.
B. Contractor shall provide the Landscape Architect and the City with a list of
Subcontractors and Material Suppliers expected to be employed during the After backfilling,construct a&'earthen berm to form watering basin around each 4.04 Trees Stakes: B. Ammonium Sulfate: Granular fonn containing not less than 21%nitrogen and
course of construction, plant,to allow thorough water-in and establishment. 241%sulfur and shall be registered as an agricultural miner,with the State
Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Department of Agriculture in compliance with Article 2-"Fertilizer Materials,"
C. Contractor shall obtain and keep in force Public Liability and Property Prior to installation of turf and ground cover,remove water basins from around trees further Information. Section 1030 of the Agricultural Code.
Damage Insurance,during entire course of the Construction Contract. The and shrubs. Berms in turf areas to be removed prior to City acceptance. 7.03 General:
amount of insurance shall be determined by City. PART 6-GROUND COVER AND BEDDING PLANTS
D, Prior to start of site development work,the Contractor shall notify the PART 3-SOIL PREPARATION AND FINISH GRADING 5.01 Scope of Work: Maintenance shall start immediately after landscape irrigation and planting.
Landscape Architect and City to give starting and completion dates. 3.01 Scope of Work-
Contractor shall also supply the Landscape Architect and City with the name Provide all materials and equipment and perform all work necessary for and Maintain all plants and planted areas'on a continuous basis as they are installed
and telephone number of the person in charge of the work. A. Provide all materials and equipment,and perform all work necessary for and Incidental to installing all ground cover and bedding plants,as shown on plans,as during the progress of the work,and continue 1'o maintain them until final acceptance
incidental to the soil preparation and finish grading of all planting and lawn reasonably implied,or delineated in the specifications. of total-project. Replace any dead or dying plants as directed by the Landscape
1.04 Responsibilities and Coordination: areas as shown on plans,as reasonably implied,or as delineated in the Architect and City representative.
A. Permits: The Contractor shall obtain and pay for all permits and Inspections specifications. 5,02 Bedding Plants- A. Irrigation. Operate irrigation system on an established program to maintain
required by governing authorities for the work to be performed. B. Furnishing,placement and grading,of topsoil for backfilling of planters if Perennials and Annuals., Provide healthy container grown plants from a recognized all plants and planted areas in a healthy condition. Irrigation system run-off
B. Existing Conditions: The Contractor shall verify all conditions and required. nursery,and of the species and variety shown on plans. shall be kept to a minimum- Damage to irrigation system resulting from
dimensions shown on ft plans at the site prior to cornmencement of any C. Cleaning and finish grading of planters areas and planting areas. 5.03 Ground Cover: maintenance and equipment and/or maintenance personnel,shall be
work under this contract, The Contractor shall verify the location and depth restored to its original condition at no cost to the City. Failure of any pan of
of all underground utilities prior to start of work. 3.02 Topsoil: Ground Cover: Provide ground cover of the species shown on plans. Ground cover the irrigation system shall be brought to the attention of the City. No repairs
other than emergency repairs shall tie accomplished without written
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred A. Existing on-sfte soils listed as'acceptable'under'Site Grading!specification. shall be established and well rooted in flats or similar containers. permission from the City.
for all temporary utilities such as water,electrical power and gas as required & Topsoil imported to site for use as fill,backfill in planters and mounding, 5.04 Mulch: B. Weed Control: Keep all planted areas free of weeds and debris by cultivating
by him for the construction of the project, Temporary services shall be Mulch: Shall beag now--- zt areas at Intervals not to exceed 10 calendar days-
coordinated with the City and other contractors on the job site. shall be sandy textured. Slit plus clay content of this soil shall be no greater log ? (CrevvAd wsoj 191raj 11104)
than 15%by weight. The boron content of this soil shall be no greater than I The Contractor may elect to remove such concentrations of weeds manually or by an
D. Survey,Reference Points,and Elevations: The Contractor is responsible for pad per million as measured on the saturation extract. The sodium 5.05 Coordination: approved herbicide program.
establishing all surveys,reference points and elevations required by him,and absorption ratio(SAR)shall not exceed 3.0 millimohos per centimeter at 25 C.
shown on plans for proper execution of site construction. In order to ensure conformance,samples of the imported soil shall be A. Do not have plants delivered to the job site until site conditions are ready for 0. Pest Control: Spray all plants and planted areas at beginning of maintenance
submitted to an agronomic soils testing laboratory,approved by the project planting. If planting is delayed,keep plant roots moist and place in a program and as may become neces�sary thereafter by an approved method of
E. Traffic: The Contractor is responsible for all temporary traffic barriers and Landscape ArchftectfoT analysis prior to use. Result of testing to be delivered sheltered location protected from the sun,wind and other damaging pest control,to keep all plants and planted areas free of insects and disease.
detours required by him for the construction of the project- All temporary to City for approval. Soil test to include analysis and recommendations. elements. Method shall be reviewed by the City prior to any applications. Pest Control
traffic barriers and detours shall conform to all conditions required by the shall include Rodent control.
Cily or governing authorities, 3.03 Soil Amendments: Soil preparation and fine grading shall be completed and trees and shrubs 0 S A Pe
installed prior to bedding plants and ground cover planting. D. Pruning: Prune all plants as designated and directed by Landscape Architect, 115� *UM 4
1.05 Defective and Unauthorized Work. All soil amendments shall be as specified in the Agronomic Suitability/Ferfility soils at start of maintenance program and continue to prune plants as directed or
All work which is determined by inspection to be defective in its construction or report furnished by the Contractor 5.06 Installation: as may become necessary until theand of the maintenance program.
deficient in any of the requirements of the plans and specifications,shall be remedied 3-04 Soil Preparation: Plant ground cover and bedding plants in moist soil and space as Indicated on plans. Remove trash weekly. Edge ground cover to keep in bounds and trim top CP 0
or removed,and replaced by the Contractor at his own expense in a manner growth as necessary to achieve and overall even appearance. Exterminate
acceptable to the Landscape Architect and City. All work on irrigation system shall be complete and inspected for recommended Each plant shall be planted with its proportionate amount of soil so as to minimize gophers and moles;repair damage. 1-08
approval and,fine grading completed,prior to rotatilling and prior to soil root disturbance. Soil moisture shall be such that soil does not crumble when DaW
1.06 Inspections: amendment work. removing plants from container. (P
PART 8-ACCEPTANCE OF PROJECT �x 8
The Contractor shal(arrange for inspections by notifying the Landscape Architect,City After rough grades have been established,prepare all lawn and planting areas by Regrade planter areas after planting,to restore smooth finish grade and to insure 8.01 General: 0 F C rh
and governing authorities,24 hours prior to time of inspection,unless otherwise tilling or cross tipping to a depth of 121� All rock and debris more than 2"in proper surface drainage. A 4'layer of mulch material shall be spread over the entire ZL
noted, Inspections shall be as listed below,but not necessarily in this order. Only diameter shall be removed from the site,except for areas that are to be sodded, in planter area after grade is established. Watering shall begin immediately after (00
the inspection pertaining to the project scope of work will apply: which all rock and debris more than 1"in diameter shall be removed. mulching.(Grading shall accommodate the mulch) Upon completion of installation,a maintenance period of a minimum of Ubdays for
all landscaped areas is required prior to final axeptance of the work by the City, The
Rough Grading. Apply,spread,and rotofil in all soil amendments as recommended to a depth of 6". 5.07 Protection-, Commencement date for the maintenance period shall commence upon written
Drain Lines and Catch Basins. Water area thoroughly after rototilling is.complete. Incorporate evenly into the top 4' approval for all phases of planting installation by the City Public Works Inspector.
irrigations(main line pressure,coverage&system operations test). to 6"the following for each 1,000 square feet of planting area: Erect temporary fencing or barriers to protect planted areas from damage prior to Maintenance period shall be adequate to verl4t plant characteristics and
Soil Preparation and Finish Grading, final acceptance. establishment.
Plant Material(delivery&placement), 4 cubic yards of nitrolized Redwood or Fir shaving or equal.
Substantial Completion Inspection(at completion of landscape improvements) 200 lbs.of Gro-Power or approved equal. PART 6-WEED ABATEMENT A. Two inspections shall be made thataffect the establishment period: The first
after all plantings have been completely installed in order to approve the V4t t;*EA S A'e vi
-7 Days. beginning of the establishment period,and the second at the end of the 11 gill, 1.1.
Final Inspection(after maintenance period)-7 days. The above soil conditioning are minimal qualifies only and should be used only for 6.01 Scope of Work: establishment period. If plantings are not acceptable at the end of the*W Z L. DESCRI'ff' ION OF REVISION DATE CITY
bidding purpose,because soil conditions may change drastically from the time these day period,due to defective maintenance,then continue establishment until APPROVED
The contractor shall arrange a Preconstruction job conference with the Landscape specifications were developed to the time the actual soil conditioning take place. Provide all material,equipment,and labor necessary to perform all work as indicated all work meets with the Specifications and can be approved.
Architect and City a minimum of seven(7)days prior to the beginning work. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every on plans,as reasonably implied,and as delineated in the specifications.
25,000 square feet of planted area. These soil tests shall be conducted by an CHO "'kgC � MorNGA`
approved Agronomic soils testing laboratory approved by the project Landscape 6,02 Quality Assurance. B. At termination of establishment pericid all plant material shall be live, CI �Y OF RAmN 1; A
Architect and City. Copies of the soil test to be provided during the Pre-construction healthy,undarnagK and free of infestation. Inferior plantings shall be
job conference. A. The Applicator of all weed control materials shall be licensed by the State of replaced and brought to a satisfactory condition before final acceptance of
California as a Pest Control Operator and a Pest Control Advisor in addition to work will be made. All areas shall be neatly raked and free of weeds.
3.05 Finish Grading any subcontractor licenses that are required. PA CIFI C- INLAND EMPIR13, TRAIL
After rotofilling operations are complete,grade areas to establish finish grades for B. All materials and methods must conform to Federal,State,and Local
planting. All flow lines shall be maintained and proper tolerances shall be met after Regulations. PHA S E" 2
settlement at the end of the project maintenance period.
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt
grade change.
APPROVED BY, DATE:
CITY ENGINEE RCE No. 24593
-DES-I-GN ARCHITERRA DESIGN GROUP FT
JRC/JLP LANDSCAPE ARCHITECTURE
SITE PLANNING
MWN 10221-A TRADEMARK STREET SHFFf
RANCHO CUCAMONGA,CA 91730
JRC/JLP (OCG)484-2800 FAX: (909)484-2802 U^ OF U^
RLA No. 2834 DRAW1 No-.
JRC/JLP DATE 10/11/06 JOB NO 0641
DGA Job No. 2043 PROJECTSheetNo. 28 of 28