HomeMy WebLinkAbout2084-L DEVELOPER/OWNER
LANDSC S F
APE ARCHITECTURAL PLAN CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
PA CITIC INLAND EM PIRE TRAIL
RANCHO CUCAMONGA, CA 91730
909-477-2740
PHASE ]A CONTACT: WALT STICKNEY
VICINITY MAP
GENERAL NOTES
SHEET INDEX
L- 1
GENERAL NOTES: TITLE SHEET
f, THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES
LANDSCAPE ARCHITECT AND THE CITY. SHALL BE BROUGHT TO THE ATTENTION OF THE L-2 CONSTRUCTION PLAN
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PR TO COMMENCING L-3
RIOCONSTRUCTION ANY WORK. D
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC
19TH STREET WORKS CONSTRUCTION. L,.-4
IRRIGATION P
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND
W PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW.
Q > 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIESL-5 IRRIGATION AND UNDERGROUND SERVICE
MASTER PLANZ QALERT AT 4-800-422-4f33 TWO WORKING DAYS Pft10R TO CONSTRUCTION.
LU YQ 8. AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR AND ALL L-6
�CTO
RIA PARK LAN RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. IRRIGATION
DETAILS
Q 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL L-7�? CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. PLANTING_ PLAN
8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 0 WIDE FLAT AREA AT THE TOP OF SLOPE,AND L SLOPES SHALL HAVE A 1 FOOT
Q WIDE FLAT AREA AT THE TOE OF SLOPE.
9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRItTEENR L8 PLANTIBASELINE ROAD INSPECTOR THAT ESTABLISHME IFICATION FROM THE N DETAILSAID MAINTENANCE SHA ENT IS ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALDAYS)SHALL COMMENCE.
LL CONCLUDE ONLY AFTER VERIFICATION OF LEAP-OUT, FALL COLOR, FLOWER COLOR,OVERALL PLANT HEALTH, L-9 IRRIGATIONAND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION, PRUNING, SPECIFICATIONSRAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS REPLACEMENT LEAN
IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER CaVERAGE, REQUIRED PRIOR O AND
ACCEPTANCE OF THE WORK B THE CITY. L- 10 CAND
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS R PLANTING
RECOMMENDATION. REQUIRE A P,C.A.
PROJECT SITE 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER - SPECIFICATIONS
760 438-0523.
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
• BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS
• BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-&WIDE X 6'DEEP CONCRETE HEADERS
• BETWEEN CITY-MAINTAINED Q.C. AND ANY PRIVATE-MAINTENANCE-6"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 SHALL BE MADE IN
' THE FIELD,AD ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT
PLANNER, PRIOR TO FINAL CONSTRUCTION. Q G
14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: Spec(AL KIOT P 1ZeGAv-�1 QG Ayo ITiye Au gwATs s
N.T.S. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. L�L.L ITEri?S OF WaIZI~ S}�p1,��j 0}�J ` 149STS L_1 TNQU L-IO lel✓ ADDIT►VE
UNUSUAL TOXICITIES On NUTRIENT MAY REUIREPRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY AL-Te1eMA'ie Kb, Z (AA #2) W ITC{ THE EXCEPT101�1 O� j�'1AIt�ll,lf�]�S � QUIGk
ALL PUBLIC TREES ARE SUBJECT TO INSPECTIONDEFICIENCIES AND ACCEP ANCE YFTHE ENGINEERINSOL G D VISINTS ON.ETERMWED BY THE CRY INSPECTOR.MAINTENANCE COUP(,1;K5 Q�1D F?O.C. nA'� $, "Pj'' Sl-1 l:�Tg L_c�. _cJ
• WHICH Ate
RESPONSIBILITY PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
u�ASE PSIpN.
CONSULTANTS
L A N D S C A P E CIVIL ENGINEER:
ARCHITECTURE
SITE PLANNING DAN GUERRA & ASSOCIATES
LANDSCAPE QUANTITIES 10271-B TRADEMAR K STR EET
10221-A Trademark Street RANCHO CUCAMONGA CA 91730
Rancho Cucamonga, CA 91730 TEL (909) 987-4306
Tel (909) 484-2800
FAX (909) 941-1528
CITY MAINTENANCE AREA Fax (909) 484-2802
U CITY MAINTENANCE LANDSCAPE SUMMARY i m
Richard Kruwiede
j TOTAL SQUARE FOOTAGE 15,668 SF CA Lie. #2834 AZ Lie. #29115
�� Obi aC TOTAL ACRES 36 Acres r , NV Lie. #446
V GE W LANDSCAPE AREA 9740 SF
X IRRIGATION AREA 7280 SF
�(/ '``♦ j HARDSCAPE AREA(COBBLE AND SIDEWALK OVER 45 2710 SF
402E J SIDEWALK AREA(UP TO 4-IN WIDTH) 594 SF
CAU0
CITY MAINTENANCE AREA
> • ��
HAVEN AVENUE•EAST SIDE ENTRY QTY. SIZE DESCRIPTION OF REVISION DATE c><Tv
�' �V
LU TREES APPROVED
Pia < � ��V Chiloposis lineads Desert Willow 5 EA 24'box
CITY OF RANCHO CUCAMONGA
w
MILLIKEN AVENUE-WEST SIDE ENTRY Qn, SIZE ® �•+
1 oTREES
PACIFIC INLAND EMPIRE TRAIL linears Dosed Willow 3 EA 24 box }�
H PHASE ]A
U >
TITLE SHEET
0 ICA p� APPROVED BY: DATE:
m q9 CITY ENGINEER _4x 2 RCE No. 24593
�Qdti E
ARCHITERRA DESIGN GROUP
RECOM
j �; JLP LANDSCAPE ARCHITECTURE
SITE PLANNING
Signa a DRAW= 10221-A TRADEMARK STREET
N.T.S.
one 1 _ala RANCHO CUCAMONGA,CA 91730
Data �q JLP (909)484-2800 FAX: (909)484-2802 -1 OF 1 O
OF C �0 RLA NO. 2832 MWINU-NO.
JRC/JLP DATE 05/11/06 Jos NO. 0550 2084-L
PROJECT Sheet No. 21 of 32
11 TYP 13 9 1
3 CONSTRUCTION NOTES
1 • i. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS
TYP 11 1 20'-3"< 1 15'-i0" 65'-6"
OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT
x HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
8 t 11 -- _ ........ .. .. .. .. �. .. .. f 10
2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS.
FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER
—® ___ ,- ♦ \. STAKING FOR LOCATION OF WALLS AND
+c - "r ' - - - - 7 TYP ` "I—n7
PRIOR TO EXCAVATION OF FOOTINGS.
' • n Z '��
i 4
W 44,8" -5 a ; 11 i0-0" 82-9' TMP 3. FOR SITE GRADING,SEE CIVIL ENGINEERS GRADING PLAN.
-= • :" 4• E RESPONSIBILITY FOR COST
s :,"•'". ._ _ _=' .= ` - CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
7 3 ., — — ---�8;� ' ti `-? UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOL
L -_ A 17, _ 11 11 TYP 7 ,,0, L.LI INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
G 11 -6 to to T 5.
LL
V,J 10 f A _ A." � CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS
w
C B B P.A. 7,f�-�r8 �� TYP 7 _ .-.. r=`=- - - - -------- -- -- -----'A B - tiL - � � � REQUIRED. REFER TO IRRIGATION PLANS.
I
" 12 =\ o 10-7" + ,
A 7 TYP 7D 8-6 ~ ~` '( �P r W 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS
I?_ _ ";� 10,x" ' ` 12-2" P.A. 1�-0�� A b AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
TYP 7 m 12'-2'- +ti ox ��15-2 �,mn 3 15 11 �;' ��.�' C� 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,
Z A 3 11 —` ` 9 " r `I' 13'-0". B ABRUPT CHANGES AND SHARP TRANSITIONS.
12'8" ' 3� 18-8 ,z
W `` B A s F- 1 ". B p �p 20-8" �,m A ' s - 8. ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH
z CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO
r Q, ; ' o -r — - F- ~` il
21-7" P.A. moo. . P.A. ' BEGINNING THAT PHASE OF WORK.
00
--I - - - - --- _ +� -- '•d SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE
- 9. FIELD,
„�, 7 TY IF IN
ELEVATION N HALL E PRECEDENCE.
=--. AWN HEADER W/�, DES G VATIO S TAK
EDGE OF SWALE ` a A
`. 10. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
,00e . .._. +
P A CONSTRUCTION(GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA}. REFER TO
P.A. -- - - --P.�-_._____ _.-________� 12 -� --�� ---�-- — ,- '. �. �;, SECTIONS4, 130 ,AND 400 WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION,
6
i 2 I PRE AND T INSTALLATION CONCRETE WORK,MATERIALS,LABOR,AND CLEAN-UP.
11 � � I
1 " `
1np 101-0"
i
3 1 § 62!_90
TYP � "•�, �
ti ,' 62 9 _ 5
' TYP 11 '
I z
CONSTRUCTION LEGEND
TYp 14 11 ALIGN HEADER ` E
W/FACE OF WALL ti i '`< EXISTING MASONRY BLOCK WALL PROTECT IN PLACE.
FI �
1 § I O EXISTING FENCE.PROTECT IN PLACE.
- - A O COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L-3.
OCITY SIDEWALK PER CIVIL ENGINEERS PLANS.
X ♦ O STREET LIGHT PER CITY ENGINEER'S PLANS.
6 TRAIL ENTRY PILASTER PER CIVIL ENGINEER'S PLANS.
OLANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY..
SEE DETAIL 8(CITY STANDARD 542-A),SHEET L-31
1 A-W
B-24'
ti
C 18
ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS.
ti
)i
PROPOSED MULTI-PURPOSE TRAIL PER CIVIL ENGINEERS PLANS.
I ♦
10 CURB AND GUTTER PER CIVIL ENGINEERS PLANS.
11 6'CONCRETE HEADER.SEE DETAIL C(CITY STANDARD 534),SHEET L-3
12 PROPOSED BIKE TRAIL PER CIVIL ENGINEERS PLANS.
13 TRAIL GATE AND STEP THROUGH PER CITY STANDARD PLANS.REFER TO CIVIL
ENGINEER'S PLANS.
14 TRAIL SIGNAGE PER CIVIL ENGINEER'S PLANS.
15 TRAIL FENCE PER CITY STANDARD PLANS.REFER TO CIVIL ENGINEER'S PLANS.
CONTRACTORS SAFETY NOTE:
CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND
SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.
CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,
WARNING CONES,BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED.
0 SC ApF
�0 um w/"� 4,9
OurU �w n
:3 a -�
731 >k
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Q
qr
OF 0, CITY
DESCRIPTION OF REVISION DATE APPROVED
CITY GF RANCHO CUCAMONGA.
PACIFIC INLAND EMPIRE TRAIL
PHASE JA
CONSTRUCTION PLAN
Underground Service Alert DAT E: , db
APPROVED BY: •
CITY ENGINEER 124 RCE No. 24593
DOT-Cali: TOLL FREE (� G ARCHITERRA DESIGN GROUP /� E
PLAN CROSS C�C�S R E FC E R E N C E S DR LANDSCAPE ARCHITECTURE f�!�
SITE PLANNING '—
//�� g '' 0 • 10221-A TRADEMARK STREET
- 1
fl V 0 FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET RANCHO CUCAMONGA,CA 91730
FOR CONSTRUCTION DETAILS, SEE SHEET L-3 DR/DCM (909)4642800 FAX: (909)4842802 L.'2 OF.
422-4133 .
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 RLA No. 2832
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-7 SCALE: 1"=20' JRC/JLP DATE 05/11/06 JOB NO. 0550 2084-L
PROJECT Sheet No. 22 of 32
i
CASE I4CURB
MORTAR EVEN WITH FIAT SIDE UP
CURBANDWALK TOOL MORTAR JOINTS TO ACCENT COBBLE.
COBBLESTONE SIDEWALK
4 4
X MINIMUM OD[ICRETE BED
UNDERNEATHwB ESTONE
CASE 2 LOU T[APEER D�542 A E ANlI 5014 DEPTH AT gpU�pEp S1 AND
COBBLEOOCCAATTfE Pr
CRE
LOCATION PER PLAN
„
• CONCRETE HEADER•II?RADIUS
• • /2 MINIMUM 1!2'POLY FOAM 1'IN LAWN EXPOSED EDGES AND FINISH PER PLAN
NCRETE BED EXPANSION JOINT 2'IN PLAN BED (INSTALL
LEVEL AT SWALE
CASES —si S'�--24'—� 8 �. IF OR 8' FINISH GRADE
MORTARED STONE SWALE SEE NOTE 2 FOR D.G.OR COBBLESTONE
E-__+MAX.
.1.�t+' s� 1/2'RADIUS F.3 SHALL BE FLUSH WITH
�• P �►'T�♦ TOP OF CONCRETE HEADER
. ., ry.�{E�ggi�pp T . • � ...
COBBLESTONE BEt�1,THCOBBLE CONCRETE
CURB ' •• 40
2 MIN./C MAX RAD. :• ���
S POC MOW CURB CURB 3 GUTTER S�DETAIL FOR
!13 RE BAA CONTINUOUS
PER CITYSTD.531 END CONDITION (UNLESS OTHERWISE INSTRUCTED)
a POC MOW CURB UNDISTURBED NATIVE SOIL ADJACENT LiAFlt>SCAPE
PER CITY STD 534 REFER TO PLAN
PLANTER
AREA t HARD9CAPE OOBBLIESTONE
4
1 •
SIDEWALK HARD9CAPE
JOIN AT RIGHT ANGLES(TYP.) —1
3'MIN./4 MAX.RAD. 2C
EXISTING CURB
NOTES: OR WALK
i.CONCRETE CLASS 520-D-250G
END CONDITION NOTES:
S, 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST I M OF DOULDER'S DEPTH INTO SUMRADE AS NOTES:
2.BOULDER UNLESS OTHERWISE SPECIFIED,SHALL�: SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE 1.PROVIDE SCORE JOINTS AT 101-T O.C.AND 31W EXPANSION JOINT$AT 20'-0'O.C.
BOULDERS:MAX.3'0'•MIN.1'S'
COBBLESTONES MAX t 2-MIN tr WITH ONE FLAT SIDE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2.8'WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED
3.BOULDERS SHALL HAVE TO EMBEDMENT,COBBLES SHALL HAVE 2B EMBEDMENT 2 142"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. TURF.
4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS IV MORTAR.1 PART CEMENT TO 2-2h PARTS SAND,2000 PSI 3.00NCREfE TO BE 520X•2500 MIN.
PORTLAND CEMENT CONCRETE(NO'DRY-PACK'IS ALLOWED) 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN.
S.A SAMPLE AR�A,MIN.40 90.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH 4.90° OOMPACTEU SUB-GRADE. 0 4.HEADER$TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE
REMAINING ROCK WORK
S.FINAL RESTING POSITION c, TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND
OF ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR.
om T ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. GROUNDCOVER AREAS.
cs
S.ALL COBBLE STONEAREAS SHALL HAVE 8'x3'CONCRETE HEADER AS AN EDGE AT PLANTING.cl b
9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W.
CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPROVED BY: RIVER WASHED GRANITE STANDARDFL " APPROVEDBY
STANDARD PLAN IZ APPROVED STANDARD
W COBBLESTONES 542 BOULDER PLACEMENT CONCRETE HEADER
542-A 534
CITY ENGPlEYl149� pg7E USE YdTNSTPND.NED SPECFIGTION$FOR PUBLIC WORKS CONSTRUCTION � CffY ENGB�E•�,9.� DATE USE NffHS'fPNQaRpSPECFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.CE. Z SHEET 1 OF 1 R.CE. SHEET i OF tCITY ENGINEER DATE USE WITH STANDARD SPECFKATIONS FOR WBLIC 4YDRNS CONSTRUCTION
4' RCI. 24%3 SHEET I OF I
COBBLE PAVING n BOULDER BY PAVINGN
CO CRETE HEADER
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
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DESCRIPTION OF REVISION DATE CITY
APPROVED
-CITY OF RANCHO
CUCAMONGA-
PACIFIC
INLAND EMPIRE TRAIL
PHASE IA
CONSTRUCTION DETAILS
APPROVED BY: DATE: �!
CITY ENGINEER / RCE No. 24593
G MNfFNT5ED
ARCHITERRA DESIGN GROUP / '
DR LANDSCAPE ARCHITECTURE
SITE PLANNING
DMWN 10221-A TRADEMARK STREET
RANCHO CUCAMONGA,CA 91730 L-3 of 0
DR/DCM (909)4842800 FAX: (949)4842802
Ria No. 2832
JRC/,ILP DATE 05/11/06 JOB No. 0550 2084. -L
PROJECT Sheet No. 23 of 32
IRRIGATION NOTES:
I. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE
A E _ INSTALLATION OF A NEW WATER METER,INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
SLEEVE
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW
2'WIRE METER,FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND
' x LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARD SHACK CGS-2 ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND 3/4SCREENED WITH SHRUBS
' 3/4' 3/4" \ ti
� WHENEVER POSSIBLE.
E
C.
4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE.
_ ` AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES.
-- rn
..
A"� \ 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL
IMMEDIATELY TO THE CITY. L BE REPORTED FOR DIRECTION
SEE P.O.C.'A'ENLARGEMENT / ,fir _ 1/4 - -.-- ttla -i _ ' B. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT
-- --- r�+- \ I NO COST TO THE CITY FOR ANY DAMAGE OF SATO UNDERGROUND FACILITIES.
Z AND NOTE BELOW / .= y - 4+3. -- _, = -�`
' 2 =` 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS STREETS WALLS ETC.
W / ya" r 314" W SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. THIS SHALL INCLUDE THE
/ 314 t. e _. - ,- 3!4' - r" �'v
\ \ ""` -"- r 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS STREET LIGHTS TREES ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS 80 AS TO PREVENT PROPER COVERAGE,THE
O �'"�"A 2\ I 41 -- 1,L- `� IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO
MAINLINE SHOWN IN HAR h / =;, - °■ ' -t' - _ _ ~
z PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.
DSCAPE + 3ra' -'-c-- \Y Y\ _ �4• tea^ t. t. �� 31♦, I W 9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL
FOR GRAPHIC CLARITY ONLY,TO / �--._d�, �° f ti Y:`� �4' _ > EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING.
8E INSTALLED OUTS IDE OF WALK / °
'` 4' 314' 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A
W WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
9 y� - e 314' \ \ 314 ® 4 a
^1
•- '� 314' �u- O^\
ti314• t' 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED.
\
IRRIGATION NTRA R l V IAVAILABLETER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY
a' 1" 'k CONTRACTOR SHALL VERIFY THE WA FED. THE
__ ._..._. 12. AUTOMATIC CONT
._ ___ W ROLLER TO 6 A
. 12 ■r.,aEf..; .,._, , . ., -- �-- CALSENSE ET2000-12�R w/TP 1,TP 110 AND LR/RR DOME WITHIN A
E LAYERS MEUG48-1 BOX ANO A SEPARATE METERED ENCLOSURE MPS-AI8-10K.
• .� ■.. 1 r . , CONTRACTOR TO CUT AN N TO BE PROVIDED BY THE CITY.
ANTENNA PORT INSTALLATION
/ --.. _ ;:.�, ,.,::;, - !!� �'�+} •• , �. 114 .- s � - - D THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN
\ \ " 12 . of w' A e0 ,r y,,. �. "c � THE CITYS ACCEPTANCE. ENCLOSURE.SYSTEM SHALL BE OPERATIONAL PRIOR TO
r r "' ., A #- tva�:: \ ti t CAP EXISTING IRRIGATION
TANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
� , \\ 1114• -3 &2 .1 LATERAL IN THIS AREA
♦ J i3. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR TH
` �� _ '`- "'�°� E POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL
♦ / _ �4"�'� - CONDUCTORS AND METER TO BE PROVIDED BY SCCOORDINATED
' ♦ - _ / a -- __ __.____t _._ - T . _- - - - - - - - - - . ,�,� E, AND PAID FOR BY THE DEVELOPER.
04
♦ -� � f4 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.
4' 37
• 4 � 4 ...i. a. ,� � armor s r3/44'
• \ � Mill; 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 114'ABOVE FINISHED GRADE.
er i si s 'o s ei �i s i s ® r �i ai 12' i = n'a `� B E * I
■ � 112' a/ � ■ � � ��.,��-.,.. M `. ♦ _ •
20 WIRE SLEEVE ■ a \ ��� ♦ - Ira :�_�_ ®:;,�_�- �; -`-
• r / - =� ��- - - XER. REF. A IRRIGATION LEGEND
MAINLINE NOTE: MAINLINE NOTE: ■
4'MAINLINE SLEEVE • I • CONTRACTOR TO EXTEND 11/4"MAINLINE AND INSTALL CONTRACTOR TO EXTEND 1114"MAIN �' t2- M
♦ ♦ LINE AND INSTALL ' SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
+ QU�KCOUPLERS EVERY 150'O.C.,MAX.CONTRACTOR ` QUICK COUPLERS EVERY 15V O.C.,MAX CONTRACTOR •
+ TO INSTALL MAIN LINE AND QUICK COUPLERS ON NORTH \
d \ TO INSTALL MAIN LINE AND QUICK COUPLERS ON NORTH •• + 2'WIR�E LEEVE
•. , . r SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE SIDE OF MULTI-PURPOSE TRAIL.SHOWN IN ADJACENT • b- RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' .10 30
I TRAIL FOR GRAPHIC CLARITY ONLY. • ,�"r "-- ' o RAINBIRD 1812-SAM-PRS-SH POP-UP-SPRAY HEAD 5' 20 30
TRAIL FOR GRAPHIC CLARITY ONLY. 4"MAINLIN. E SLEEVE
SEE IRRIGATION MASTER PLAN SHEET L-5. SEE IRRIGATION MASTER PLAN SHEET L-5. r
ti I )V RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30
CONTRACTOR TO PROVIDE GATE
-.. VALVE FOR FUTURE EAST SIDE RAINBIRD 1812-SAM-PRS-IOF POP-UP-SPRAY HEAD 10' 1.60 30
IRRIGATION.INSTALL WITHIN
EAST SIDE PLANTER AREA. + RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 10' .80 30
ly SEE P.O.C.'B'ENLARGEMENT AND RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30
NOTE BELOW 0 RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30
RAINBIRD 1812-8AM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30
`" --m-- El �► RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30
® RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30
\ i �► RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30
/ ® RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 45x15' 60 30
-`= - • --* - ---�- r E3 RAINBIRD 1812-SAM-PRS-1583T POP-UP-SPRAY HEAD 45x30' 1.20 30
® RAINBIRD 1806-SAM-PRS-1402 BUBBLER FLOOD
wPA-80
NOTES:
1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO
PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES .
EQUIPMENT
rrr ■ ■ ■ s
DOMESTIC WATER METERS PER CUCAMONGA VALLEY
♦r '• MAlNLJNE EXTENDING TO
rrr • ■ .+ WATER DISTRICT,SIZE PER PLAN.
MAINLINE EXTENDING ACROSS ++ H. . VALVES AS SHOWN ON PLAN ++® s WATTS FBV-3 LINE-SIZE BALL VALVE
STREET TO WEST SIDE OF HAVEN T� r •• CONTROLLER "A" i �•
• WILKENS 500 SERIES PRESSURE REGULATOR
AVE.FOR FUTURE IRRIGATION♦ la ■!!J • ♦ •
•
a, jU*,*"CONTROLL,ER'N * /A-1 20 A'"4 22 r ; ® FEBCO 825-Y REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST
'ELECTRICAL METER ENCLOSURE +� n ,� CONTROLLEfl 13 -� ■ GUARD SHACK ENCLOSURE MODEL#CGS-2. SIZE PER PLAN.
�--� 11/4 990 sq.ft. 11/4 1019 sq.ft. ELECTRICAL METER ENCLOSURE i / CALSENSE FM-1.258 11142 FLOW METER
■ ® REFER TO LIGHTING PLAN REFER TO tJGHTING PLAN ■ /
r ■ STER VALVE MASTER VALVE • r ® SUPERIOR 3100 SERIES NORMALLY OPEN MASTER VALVE
• FLOW METER A_2 11 rZ\ 10 /
EXISTING i2 WATEf�• Z ♦ FLOW METER (STING 12"WATER
MAINLINE • L'M REDUCED PRESSURE '� q n q s XER. R�112 ��B CALSENSE ET2000.16-L R/RR1TP1-TP110 18-STATION ELECTRIC CONTROLLER,INSTALL WITHIN
■ � BACKFLOW DEVICE 11/4 832 S .ft" 11/4 3$8 S .ft. REDUCED PRESSURE � ♦MAINLINE
HOT TAP PER •� BACKFLOW DEVICE s, ; XER. REF. 11.5 * A MYER3 MEUG4&1 BOX PER ELECTRICAL PIAN.
CVWD STD. 123 '• + ti r -HOT TAP PER MYERS MEU048-1 METER ENCLOSURE,REFER TO ELECTRICAL PLAN,SEE SHEET E2.1 &E2.5.
+• + + r r PRESSURE REGULATOR rA:7\ 8 A-8 12 PRESSURE REGULATOR • *4 rrr* + CVWD STD. 123 RAINBIRD EFB CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
BALL VALVE 11/4" 228 sq.ft. 11/4" g89 sq•ft, BALL VALVE SEE PAS-0 NOTE BELOW
NEW 1112'WATER METER NEW 1112"WATER METER ® RAINBIRD 33ONP NON-POTABLE QUICK COUPLER VALVE,IW O.C.MAX.
W/2'SERVICE PER CVWD W/2'SERVICE PER CVWD
STANDARDS 101 AND 102 STANDARDS 101 AND 102 - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18'
--- APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" NO s�A p
P.O.C. 'A' ENLARGEMENT CONTROLLER "B" P.O.C. 'S' ENL
A R G E M E N T APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE T um w
0 BE INSERTED, � /�, 9
UNLESS OTHERWISE NOTED
B-1 14 B-3 1� �
POINT OF CONN ECTION 'A' NOTE : 11/4" 9i7s .ft. 11/4" sq.ft.
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A q POINT OFCONNECTION 'B' NOTE : PRESSURE REGULATOR MODULE (PRS-D) NOTE:
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW SUFFICIENT t-oe
NEW 11/2'DOMESTIC WATER METER. REFER TO IPE(UTILITY PIANS FOR ADDITIONAL NEW 11/2'DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL AMOUNT OF PRESSURE TO OPERATE EACH VALVE. log 11f b
INFORMATION. EXTEND NEW TYPE"K'COPPER PIPE(OR A3 PER LOCAL CODE)AND g_2 19 g_4 7 INFORMATION. EXTEND NEW TYPE"K'COPPER PIPE(On AS PER LOCAL CODE)AND tp �e �P
INSTALL A 1112"PRESSURE REGULATOR,11/21 BACKFLOW PREVENTER,A SH FLOW INSTALL A 11/2'BACKFLOW PREVENTER,A 1114'FLOW METER,AND A 1112'MASTER P•�
METER,ANDA 11/2'MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. 11/4" 778 sq"fL 11/4" 2,42 sq.ft. VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. 0
STATIC WATER PRESSURE: 110 P.S.I. STATIC WATER PRESSURE: 110 P.S.I.
SYSTEM DESIGN PRESSURE: 58 P.S.I. SYSTEM DESIGN PRESSURE: 58 P.S.I.
MAXIMUM IRRIGATION DEMAND: 22 G.P.M. MAXIMUM IRRIGATION DEMAND: 19 G.P.M.
DESCRIPTION OF REVISION DCITY
ATE APPROVED
XERISCAPE ASSESSMENT SYSTEM SUMMARY
CITY
II. IRRIGATION(Point Value) PQLNIS. R F R Nr^ CLAIMED VALVE SIZING KEY '�
OF RANCHO CUCAMON "' A
(Sheet#/R.ill PA C,l j(,, INLAND N.D EMPIRE TRAIL
1. Low gallonage irrigation system.(20) 20 L-4/11.1 VALVE# .-- GPM
C-1 10 PHASE l A
2. Automatic controller.(20) 20 L-4/11.2 VALVE SIZE ZONE SQUARE
3. Designed to water plants by watering needs.(10) 10 L-4/11.3 3/4" 490 Sq.ft•�---FOOTAGE
Underground Seryiee Alert 4. Soil moisture sensors.(10) - - IRRIGATION PLAN
5. Rain sensors.(5) 5 L-4/11.4 ® �+�+
PLAN CROSS REFERENCE APPROVED BY: DATE:(/ � O6
8. Wind sensors.(5) S CITY ENGINEER
Call: TOLL FREE 7. Sensitive to slope factors.(5) 5 L-4/11.5 RCE No. 24593
13 G 11 E
1 ®300 8. Reclaimed or recycled water.(5) - - FOR NOTES AND LEGENDS, SEE THIS SHEET ARCHITERRA DESIGN GROUP
TF-
FOR IRRIGATION DETAILS, FAC LANDSCAPE ARCHITECTURE ,
SEE SHEET L 6 ® SITE PLANNING
422-4133 Total Pants Claimed: so FOR SPECIFICATIONS, SEE SHEET L-9 10221-A TRADEMARK STREET
(Minimum Points Required: 60) FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 FAC (9W)4s�2�CUCAMONGA,
48a 2ao
FOR CORRESPONDING IRRIGATION MASTER PLAN, SEE SHEET L-5 L--4 of 10
TWO WORKING DAYS BEFORE YOU DIG ®---_
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-7 RLA No. 2832 1
SCALE: 1"=20' JRC/JLP DATE 05/11!06 OSSO 2084-L- JOB NO.
PROJECT Sheet No. A of 32
4
MAINLINE NOTE:
�4/� 4 CONTRACTOR TO EXTEND 1114"MAINLINE AND
�® INSTALL QUICK COUPLERS EVERY 150'O.C.,MAX
CONTRACTOR TO INSTALL MAIN LINE AND QUICK
COUPLERS ON NORTH SIDE OF MULTI-PURPOSE TRAIL. REFER TO ENLARGEMENT IRRIGATION PLAN,
SHEET L-4,FOR ADDITIONAL INFORMATION
03)
W
150'MAX. ('
g O.T.E. LC.V. T
I.C.Y. I.C.V.
36 37 3 � 41
(/I� '� � • • r r Al r r r r r � 47 4 1 5 53 � ,�
5 57 5
r w w r r r • r w • r ®r • • • • • • • • • • • 114" • • • • m • • • • • • • • • •� • • • • • • • • r r r r r • • r r r • r r w r • • w • •
• • • • • • • • • • .r • • • 1/4. 1
�i'
L, V ® v
75
v
PRESSURE LOSS CALCULATION
P.O.C. 'E' / QUICK COUPLER
MILLIKEN AVE.
PROJECT: PACIFIC INLAND EMPIRE TRAIL - PHASE 1A BY: FAC
STATIC PRESSURE HIGH: 120 LOW: 110
SOURCE OF INFORMATION: CUCAMONGA VALLEY WATER DISTRICT
SUPPLIER: RAYMOND ABEYTA
PHONE NUMBER: 909-987-2591
VALVE STATION/GPM: FARTHEST QUICK COUPLER GPM: 10
E ®MAINLINE NOTE: ITEM: P.S.I. LOSS:
REFER TO ENLARGEMENT IRRIGATION PLAN,
SHEET 4,FOR ADDITIONAL INFORMATION CONTRACTOR TO EXTEND 1114"MAINLINE AND / WATER METER: 11/2" @ 10 GPM 0.00
INSTALL QU ICK COUPLERS EVERY 150'O.C.,MAX. �C ``'
+� CONTRACTOR TO INSTALL MAIN UNE AND QUICK ♦�/ BACKFLOW: 11/2„
@ 10 GPM 12.00
® COUPLERS ON NORTH SIDE OF PCC BIKE TRAIL. �• �1 �/ MASTER VALVE: 11/2" @ 10 GPM 0.00
Q� ♦�(/ PRESSURE REGULATOR: 11/2" @ 10 GPM 2.50
C/J' •-� FLOW SENSOR: 11/4" @ 10 GPM 0.20
• ^►� U GATE VALVE: 11/2" 1 @ 10 GPM 0.01
®Q� MAINLINE SCH. 40 : 11/2" 100 L.F. @ 10 GPM 0.31
TYP'
v
,4 ,s • MAINLINE SCH. 40;: 1114" 2854 L.F. @ 10 GPM 17.98
114" ® . • 1e 1 T°OTE ! QUICK COUPLER: 3!4" @ 10 GPM 2.00
FUTURE BIK PA w • w • • ® • ® • • • • r • • • • • 1 2 4 /�. �I
w�� lId' • • • • • • • • • • 114" • • • • • or r • • 2 23 29 �(� Ov
• a s s • • • • • r r r r r r r r • y r .� r r w w we as w • No w INFUTU
M
PHASERE j� POSED :
III
X jI PHASE 1 A
LC.V "SprinklerTimar SYSTEM LOSSES SUBTOTAL: 35.00
FITTING LOSSES (10%OF SUBTOTAL): 3.50
ELEVATION LOSSES/GAINS (3 X .433)±: 2.00
®A.: PRESSURE REQUIRED @ Q. C.: 45.00
TOTAL SYSTEM LOSSES: 85.50
s AVAILABLE PRESSURE (LOW}: 110.00
s
(-} DEFICIT OR (+) RESIDUAL PRESSURE: *(+} 24.50
PRESSURE LOSS CALCULATIONXER. R��j IRRIGATION LEGEND * CONTRACTOR TO SET PRESSURE REGULATOR TO SYSTEM DESIGN
P.O.C. 'A' / QUICK COUPLERSYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. PRESSURE OF 102 PSI. TO MEET THE CITY'S REQUIRED RESIDUAL
PRESSURE OF 15-20 PSI. CONTRACTOR TO FIELD ADJUST PRESSURE
HAVEN IA`/E N A`/E. bL_ RAINBIRD 1812-SAWPAS-50 POP-UP-SPRAY HEAD 5' .10 30 AS NECESSARY.
V �/ 0 RAINBIRD 1812-SAWPRS-5H POP-UP-SPRAY HEAD 5' .20 30
PROJECT: PACIFIC INLAND EMPIRE TRAIL- PHASE 1A BY: FAC '9' RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30
STATIC PRESSURE HIGH: 120 LOW: 110 RAINBIRD 1812-SAWPRS-10F POP-UP-SPRAY HEAD 10' 1.60 30
SOURCE OF INFORMATION: CUCAMONGA VALLEY WATER DISTRICT
SUPPLIER: RAYMOND ABEYTA + RAINBIRD 1812-SAWPRS-10VAN POP-UP-SPRAY HEAD 10' .80 30
PHONE NUMBER: 909-987-2591
VALVE STATION/GPM: FARTHEST QUICK COUPLER GPM: 10 I► RAINBIRD 1812-SAWPRS-12H POP-UP-SPRAY HEAD 12' 1.30 30
ITEM: P.S.I. LOSS: 4 RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30
WATER METER: 11/2" @ 10 GPM 0.00 RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30
BACKFLOW: 11/2" @ 10 GPM 12.00 RAINBIRD 1812-SAM-PRS•15H POP-UP-SPRAY HEAD 15' 1.90 30 103CAPit
MASTER VALVE: 11/2" @ 10 GPM 0.00 W q
PRESSURE REGULATOR: 11/2" @ 10 GPM 2.50 ® RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30
�a0
� � 9
y oy
FLOW SENSOR: 11/4" @ 10 GPM 0.20 RAINBIRD 1812-SAWPRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30
GATE VALVE: 11/2" 1 @ 10 GPM 0.01 Cr „
MAINLINE �SCH. 40): 1114" 1970 L.F. @ 10 GPM 12.41 11/2" 105 L.F. @ 10 GPM 0.33 ® RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 49c15' .60 30 igna
) 7-31-08
MAINLINE CH. 40 : E3 RAINBIRD 18i2-SAM-PRS-1583T POP-UP-SPRAY HEAD Vx30' 1.20 30 "' a
QUICK COUPLER: 3/4" @ 10 GPM 2.00
P
ate
a
� RAINBIRD 1808- M-PRS-1402 BUBBLER FLOOD qT-80 O f C A�`��Q
NOTES:
1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO
SYSTEM LOSSES SUBTOTAL: 29.45 PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS ,WALKS AND STRUCTURES.
FITTING LOSSES (10% OF SUBTOTAL): 2.95
ELEVATION LOSSES/GAINS (3 X .433)*: 2.00
PRESSURE REQUIRED @ Q.C.: 45.00 EQUIPMENT
TOTAL SYSTEM LOSSES: 79.40 Fm] DOMESTIC WATER METERS PER CUCAMONGA VALLEY
DESCRIPTION OF REVISION DATE
WATER DISTRICT,SIZE PER PLAN.
AVAILABLE PRESSURE (LOW): 110.00 c►ly
(-) DEFICIT OR (+) RESIDUAL PRESSURE: *(+) 30.60 04 WATTS FBV-3 LINE-SI7-E BALL VALVE APPROVED
CONTRACTOR TO SET PRESSURE REGULATOR TO SYSTEM DESIGN IV
WILKENS 500 SERIES PRESSURE REGULATOR CITY CUCAMONGA-
PRESSURE OF 95 PSI. TO MEET THE CITY'S REQUIRED RESIDUAL ® FEBCO 825-Y REDUCE PRESSURE BACKFLOW DEVICE INST(,LL IN ACOAST
PRESSURE OF 15-20 PSI. CONTRACTOR TO FIELD ADJUST PRESSURE GUARD SHACK ENCLOSURE MODEL#CGS-2. 1IZE PER PLAN.
AS NECESSARY. CALSENSE FM-1.256 1 114'FLOW METER PACIFIC INLAND EMPIRE TRAIL
® SUPERIOR 3100 SERIES NORMALLY OPEN MASTER VALVE
PHASE ]A
XER. REF. 11.2 �A �8 CALSENSE ET2000-16-LR/RR1TP1-TP110 16-STATION ELECTRIC CONTROLLER,INSTALL WITHIN
A MYERS MEUG48-1 BOX PER ELECTRICAL PLAN.
XER. REF. 11.5 *� MYERS MEU048-1 METER ENCLOSURE,REFER TO ELECTRICAL PLAN,SEE SHEET E2.1&1:9.5. , .
Underground Service Alert RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
IRRIGATION MASTER PLAN
SEE PRS-D NOTE BELOW APPROVED BY: - DATE:
RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE, O.C.MAX.
Call: TOLL FREE PLAN CROSS REFERENCES CITY ENGINEER �/' RCE No. 24593
® ® ® APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" DESIGN RECOMMENDED
ARCHITERRA DESIGN GROUP
((� 1 -�®� APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12' FOR NOTES AND LEGENDS, SEE THIS SHEET AND SHEET L-4 DR LAND SITE PLANNING TURE _
,f FOR IRRIGATION DETAILS, SEE SHEET L-6 s DRAWN 10621 CHURCH STREET,SUITE 100
422-4133 UNLESS OTHERWISE NOTED SHE
- APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO 8E INSERTED, FOR SPECIFICATIONS, SEE SHEET L-9 DR RANCHO CUCAMONGA,CA 91730 L-� OF 0
-
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 (909)484.2800 FAX: (909)484-2802
TWO WORKING DAYS BEFORE YOU DIG
CHECKED RI.A NO• M2 DRAWING NO.
SCALE: i"= 100' JRC/JLP DATE 05/11/06 JOB NO. 0550 2084-L
PROJECT Sheet No. _A! cf 32
ETY
NCLOSURE.MODEL PER BACKFLOW PREVENTER TO SPRINKLER-ANGLE PIPE TO SPED O 114'ASE FINISH 8`•17 DIAMETER CLEAR
w IRRIGATION LEGEND ASSEMBLY o SCH 40 PVC MALE ADAPTOR GRADE SOIL. MULCH
ANDARD,TAPER
Q SPECIFIED DEPTH WITH 45 ELLS FINISH SOIL GRADE
^= F- 'SNAP•TITE WAT RPRO�
NIPPLE-TYPICAL
E AWAY FROM HEAD
(4)PLACES SCH 80 PVC UNION CONNECTORS OR EQUAL
WHITE ss""s^r^ss�
PVC NIPPLE '•'.;:s•'•ss'•:�tistsSS`:;'•'•.,s;:ss-:;•'Y•s SS'•'•'`•`•••`•`{s•:s•`❖•:S'•:;.•
ELECTRIC CONTROL VALVE WITH :;.sy;s;:;ysss:•:•, �` `❖ .tis ti••':�.•'n.`'•v'❖:✓.❖• +
I- r PIPE SUPPORTPEflCVWD ❖v• •ss;%% s�:s. .❖ smSSti%.s;.�.•:`:s�sS`
z z ROUND PLASTIC VALVE BOX BLUE PRESSURE REGULATOR S{S�.sis••s•;`'s;.:••••'• ❖., '❖.•.`...`ss•.s1 s
►----- -�. STD.DWG.305 �::s %:'sv'.ss•:::'• •r:S$i�:{•:fi;•'•:s SS.%Stiffs{•:d:s°S�:S••'.jY
COVER ETCHED"IRRIGATION GATE' BRASS WYE I
(CARSON OR EQUAL) STRAINER WITH � � t•.r
MESH PLASTIC VALVE BOX AND LOCKING
NIPPLE 8 ❖:s...,.,.,s„s � .;.r.•.;.ss{s❖., ,�5�;.••••`:•'`ys:.•••.es,�`
OOVER(CARSON OR EQUAL), ;:v;ss,.., s s ..;.v�L s1• ,,,Svy .%LssSsv,.s.
T- MONELSCREEN RED 1 3 MARKED WITH"IRRIGATION ROO
a F z AND ETCHED WITH CONTROLLER
FINISH GRADE 8'THICK X 17 WIDE BLACK
PRESSURE I r I CONCRETE PAD(LENGTH CONNECTIONS WIRE z
REGULATOR VARIES PER SIZE! IRRIGATION CONTROLLER AND VALVE SEQUENCE
SEE LEGEND PIPEGSUPPVWD RT I MANUFACTURER)SLOPE TO PIG TAIL EXPANSION z F ("MIN' FINISH GRADE
FOR MAKE AND I STa Om.3Bf DRAIN AT MINIMUM 2�. PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24'LONG)
BALL VALVE-1 11ZTAI LE SMALLER WITH MODEL NO. FINISH GRADE
STAINLESS STEEL HANDLE 12"1 EQUAL)WITH PLASTIC INTEGRATED
RESILIENT WEDGE.7 OR LARGER WITH UNION PVC SLEEVE LOCKING LID.PLACE AT GRAD IN
TURF AREAS AND 3'ABOVE IN SIDEWALK
7 OPERATING NUT �'► ►' 'A A A. O '► 4 REQUIRED FOR PLANT BED. a�
GATE VALVE �► �► t4 j To PIPE THROUGH PIG TAE EXPANSION
EPDXY COATED CONCRETE PAD LOOP(MIN.24 LONG)
VALVE PIG TAIL EXPANSION (MINIMUM 7 LONG)
NIPPLE-TYPICAL �I SCH 80 PVC NIPPLE
z FROM WATER SOURCE (�p{,4CE3 SCOTCH LOK EPDXY FEUD LOOP(MIN.24 LONG)
CONNECTORS FOR ALL FLOW
SCH PVC SENSOR WIRE CONNECTIONS. (Comm _ ^
9091 COMPACTION INSTALL SCOTCH LOKS
ADAPTOR 9 BRASS ANGLE SCH 80 NIPPLE-9 LONG SCH 40 PVC
3• 3' REQUIREDINdviEDIATELYAFTER BLUE z Fl-OW VALVE WAINION T X T 90•ELL
INSTALLING FLOW METER. F 14 2
TO MET WIRES 314 WASHED MAR
• 0 CRUSHED AGGREGATE LIX90•STREET ELL
T T LINETOSYSTEMS BLACK MASTER CONTROL
RIGID PIPE AND RELATED FITTINGS SHALL BE PERELBOAro
SCH 80 PVC NIPPLE
CUCAMONGA VALLEY WATER DISTRICT STANDARDS. 0
i► CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO TYPICAL(4)PLACES /'�' ° ~ WWA HATE ECR D SCH 80 PVC UNION MARLEX�*ELL
CONSTRUCTION. ° j3 Q PLACED TOTLoP�Of . CONTROL 8 COMMON WIRESNON
NOTES: FLOW METER �As r�OW METEqpN LATERAL FITTING
1. INSTALL PER LOCAL CODES. METER SIZE &STa ALVE BOX.D
NON-PRESSURE LATERAL LINE
TWA I2 EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24 FROM ANY �
STRUCTURES OR HARDSCAPING. 0 MINIMUM DISTANCE DOWNSTREAM OF
8 3. WHEN UNIT 13 NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC.) E I UNINTERRUPTED PIPE(5)(DIAMETER
314 WASHED CRUSHED 6 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 80 PVC SXSXT TEE NOTE:
UNINTERRUPTED PIPE NINTERLOX PRESSURE SUPPLY LINE
NATES: 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE U ( 1.LOCATE HEAD 7 TO 3'FROM WALKS,CURBS,HARDSCAPING,
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DIAMETER OF FLOW METER SIZE) NOTES: MOW STRIPS AND EDGES OF LAWN,
2 INSTALL CONTROL VALVES A MIN.OF 17 FROM STRUCTURES OR HARDSCAPING. 0 8 DIALETIC FITTINGS ARE REQUIRED FOR CONNECTINS OF DISIMILAfl METALS. 1. INSTALLCONTROL VALVES A MINIMUM OF 17 FROM STRUCTURES OR HARDSCAPING. 2.USE TEFLON TAPE ON ALL MALE THREADS.
I INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. N 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER 2 INSTALLVALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE 13 3`08 LARGER. NOTES:
U) 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
5 ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND rn 8 IF A PRESSURE REGULATOR 13 REQUIRED,IT SHALL TO BE INSTALLED ON ° 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. d 4.HEAD CONNECTION AT BOTTOM INLET ONLY.
VALVE NUMBER INSIDE VALVE BOX. THE INLET SIDE OF BACKFLOW LOOP. 2 IN MULTIPLE FLOW METERlM.Y.1NSTAL4AT10NS MAXIMIZE THE DLSTANCE 5. ATTACH PLASTIC IDENTIFICATION TAD WITH APPROPRIATE CONTROLLER AND
b FROM THE"TEE'TO EACH FLOW METENR TO MINIMIZE TURBULENCE. b
9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 7 VALVE NUMBER TO WIRE INSIDE VALVE BOX.
R CITY OF RANCHO CUCAMON A, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
ANDARDPLAN
APPROVED B": ISOLATION VALVE
STANDARD APPROVED BY: REDUCED PRESSURE r APPROVED BY: L VALVE STANDARDPL W POP-UP SHRUB SPRAY HEAD
� ��,�DPLAN APPRDVEDBY: FLOW METER INSTALLATION �A"`"�°�" o RESHOUT-OOF VALVE& UNION 520 W APPROVEOBY: X539
�S, -3 or smaller 518 U) BACKFLOW PREVENTER 517 A 516 N �$'
[yl CTTYE�JGIN��� DATE USE NTTNSTANDAROSPECFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGWEER Dg7E CRY ENGIrvF�R -^ CITY EN DATE USE WITHSTANDWRD SPECFICATIONS FOR PUBLIC NKKRKSCONSTRUCTION CITY ENGWEER DATE SE WITH STPNDARDSPECIFICATIONS FOR PU3K NY)RKS CONSTRUCTION SHEETI OFI
Q" R.0 E. a43 SHEET I OF 1 R.C.E. 24953 USE NRH STANDARD SPECFKATIONS FORPUBLK WORKS CONSTRUCTION SI{EE{I OF D_' RCE 24953 DATE USE WRH STPNOARD SPECFKATfONSFOR PUBLIC WORKS CONSTRUC i ION SHEET t 0i 1 Q' R.0 E. 4953 S �i 1 R.C.E.
LINE SIZE GATE VALVE BACKFLOW PREVENTER FLOW METER INSTALLATION REMOTE CONTROL VALVE POP UP SHRUB HEAD
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ® SCALE: N.T.S. SCALE: N.T.S.
HARDSCAPING(SEE NOTE 4)
STAND ALONE CONTROLLER NTH ANTENNA 10
ROUND PLASTIC VALVE BOX a COVER: STRUCTURE OR TOP EN Y OSUR
ETCHED (CARSON OR EQUAL) HARDSCAPING TR SNAP-TITe WATERPROOF
STRONG BO MODEL N�. CONNECTOR OR EQUAL
IAIRR DOME ANTEN��qq SS•SS•SERIE
PORT LOCATED WTSIDE OF WIRE SERVICE LOOP(LOOP
FINISH GRADE BOX INSTALLATIONA OCATION CA,. LSNS� TNfR ENOUGH WIRE TO EXTEND WIRE
T MIN. PER CITY REPRESENTATIVE. p tii�tl P+� BUNDLE 0'ABOVE GRADE)
AT GRADE IN TURF AREAS VERIFY DIRECTION PRIOR
I TU A 18'MAX TO MOUNTING ANTENNA COAXIAL CABLE
CALSENSE TPI 10 "a i®CALSENSE HARNESS SPLICE BOX OOVER WITH CLEAN BIACKFILL SEE
► 1NOON SSAATCHEOIXT REPLACE ° �QALA SE TP 1 40 LOCKING TOP ETCHED S.B. z � Opp4pACT1AQry REQUIRED
WITHIN IRO�pTION CONTROLLER OF C NTR0 SIZSE.
-� ENCLOSURE
AT GRADE IN LAWN AREAS SAND
DNP QUICK NO OPEN ELECTRICAL WIRING
SHALL BE IN CONTROLLER R. BEDDING AND SHAD DING
COUPpLI�N(G;pVLA�LVE MOUNT AREA. COMMON/OONTROL WIRES
RUBmBER CAP GRADE 2!° TH1C CONCR E 1, •---•:.'••.
STAINLESS STEEL •i4 4 g Y A8QVE GA�LppA�AN MIR :...: ..........•.
SCREW OLAMP 4 4 ' 4 MINIMU�T&RAINAT .. . .
MINIMUM(3)PLACES CONTROL WIRE SLEEVE
314 WASHED BOX.CARSON OR EQUAL
CRUSHED )CN_40 CONDUIT FOR 17 X 18'GREEN PLASTIC METER •• SIZE PER PLAN INSTALL
NICONTROL WIRES ADJACENT TO PRESSURE
AGGREGATE BASE ► t► pi
s, �w SUPPLY LINE
► t �► iiTo ► 4 2 4 1 VOLT WIRE ll�RICTID STEEL 90•SWEEP ELL 8r
CONDUIT PE L (TYP.) PRESSURE SUPPLY LINE
SCH 40 BRASS NIPPLE TO METER ENCLOSU E .
. SLEEVE.ESIZE UTWICE '
SCH 40 BRASS NIPPLE ALL CONNECTIONS SHALL BE WATER TIGHT DIAMETER OF PRESSURE
24 LONG "OUTDOO TYPE'CONNECTINS. S, YR SUPPLY LINE
ENCLOSURE MOUNT
.� NON-PRESSURE LATERAL
LINE SLEEVE-SIZE TWICE
DIAMETER OF NON-PRESSURE
NOTES: LATERAL LINE
SCH 40 BRASS 90°EL1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION
TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO OONSTRUCTIOX 24 VOLT WIRES.TAPED AND NOTES'
SCH 80 PVC 90° SCH 40 BRASS 90° 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE BUNDLED AT 15 FT.INTERVALS 1.ALL SLEEVES TO BE SCH 40 PVC.
STREET ELL STREET ELL OONTROLVALVES. 2 EXTEND ALL SLEEVES i7 BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCN ON EACH BRANCH OF THE 2 CU.FT.PEA GRAVEL 3.ROUT€SLEEVING AROUND HANDICAP RAMPS.
PRESSURE SUPPLY bd REBAR STAKE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE.
(24 LONG) 4.COMMON WLR€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
o LINE FITTING 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. N PIPE BELOW STRUCTURAL SECTION).
8.L RIRR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO (24 MIN TO 39 MAX DEPTH TO TOS
cb PRESSURE SUPPLY LINE LOCAL RADIO(�R SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER I MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET.
SYSTEM PRIOR TO ACCEPTANCE. 8 USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE
NOTE: 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE
8.00NTROLLER NOT TO BE CONTROLLED BY GR OUTLET,IT 13 TO BE WIRED'HOT.
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA APPRGVEDBY. CITY OF RANCHO CUCAMONGA, CALIFORNIA
STAND ��
APPROVED BY: STANDARD PLAN ~APPROVEDBY: STANDARDPLAN APPROVEDBY: STANDARD PLAN
QUICK COUPLING VALVE CONTROLLER ASSEMBLY 24 VOLT SPLICE BOX TYPICAL SLEEVING 533
A 536 INSTALLATION - TYPE A 524 540
CRY ENGWE�e DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CRY ENGINE?49S3 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC NORKSCONSTRUCTION SHEET 1 OF I
�yJ C17Y ENGW 4953 DATE SE NRH STANDARD SPECFKATgNSFOR PUBLIC YWRKS CONSTRUCTION SHEET IOFI Ice GINE€4953. DATE: USE WITH STANDARDSPECFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET1 OF 24953 SHEET IOF/ R.C.E. 22
q RCE. Z 2 R C.C.
4
QUICK COUPLER VALVE NOT IN USE CONTROLLER 24 VOLT SPLICE SLEEVING DETAIL
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
SCAP$
14 u 4E)
PROJECT: PACIFIC INLAND EMPIRE TRAIL- PHASE 1A BY: FAC PROJECT: PACIFIC INLAND EMPIRE TRAIL- PHASE 1A BY: FAC
STATIC PRESSURE HIGH: 120 LOW: 110 STATIC PRESSURE HIGH: 120 LOW: 110 w?
SOURCE OF INFORMATION: CUCAMONGA VALLEY WATER DISTRICT SOURCE OF INFORMATION CUCAMONGA VALLEY WATER DISTRICT
SUPPLIER: RAYMOND ABEYTA SUPPLIER: RAYMOND ABEYTA T
PHONE NUMBER: 909-987-2591 PHONE NUMBER: 909-987-2591 7-31-
VALVE STATION/GPM: STATION: A-4 GPM: 22 VALVE STATION/GPM: STATION: B-4 GPM: 19 e„rOO4 `Q
ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: qr 0 FNL 10 a
C
WATER METER: 11/2" @ 22 GPM 1.00 WATER METER: 11/2" @ 19 GPM 0.70
BACKFLOW: 11/2" @ 22 GPM 12.00 BACKFLOW: 11/2" @ 19 GPM 12.00
MASTER VALVE: 11/2" @ 22 GPM 0.45 MASTER VALVE: 11/2" @ 19 GPM 0.45
CLEAN BACKFILL•SEE
SPECS.FOR MATERIAL PRESSURE REGULATOR: 11/2" @ 22 GPM 4.00 PRESSURE REGULATOR: 11/2" @ 19 GPM 4.00
901COMPACTION REQUIREDFLOW SENSOR: 1114" @ 22 GPM 0.60 FLOW SENSOR: 1114" @ 19 GPM 0.60
If GATE VALVE: 1112" 1 @ 22 GPM 0.05 GATE VALVE: 11/2" 1 @ 19 GPM 0.05
NON-PRESSURE LATERAL LINE: MAINLINE (SCH. 40): 1112" 142 L.F. @ 22 GPM 1.78 MAINLINE (SCH. 40): 11/2" 81 L.F. @ 19 GPM 0.79
SCH.CH�40SNAKE PIPE IN AUTOMATIC VALVE SIZE: 11/2" @ 22 GPM 2.70 AUTOMATIC VALVE SIZE: 11/2" @ 19 GPM 2.50
LATERAL LINE SIZE: LATERAL LINE SIZE: DESCRIPTION OF REVISION DATE CITY
APPROVED
PRESSURE SUPPLY LINE: 1114" 13 L.F. @ 22 GPM 0.35 11/4" 20 L.F. @ 19 GPM 0.42
SCH.40,111315 PEI TRENCH SNAKE 1" 13 L.F. @ 12 GPM 0.44 1" 14 L.F. @ 11 GPM 0.40 RANCHO 314" 26 L.F. @ 7 GPM 1.04 314" @ 23 L.F. 7 GPM 0.92
CONTROL WIRES-BUNDLE
AND TAPE ATI5'O.C.AND SYSTEM LOSSES SUBTOTAL: 24.41 SYSTEM LOSSES SUBTOTAL: 22.83
INSTALL ADJACENT TO
f PRESSURE SUPPLY LINE FITTING LOSSES (10%OF SUBTOTAL): 2.44 FITTING LOSSES (10% OF SUBTOTAL): 2.28 PACIFIC INLAND EMPIRE TRAIL
If r PROVIDETMIN.OFSAND ELEVATION LOSSES/GAINS (3 X .433)-±: 1.30 ELEVATION LOSSES/GAINS (3 X .433)±: 1.30
TMP' BEDDING AND SHADING IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00
PHASE ]A
TOTAL SYSTEM LOSSES: 58.15 TOTAL SYSTEM LOSSES: 56.41
AVAILABLE PRESSURE (LOW): 110.00 AVAILABLE PRESSURE (LOW): 110.00
NOTE: (-)
1.PIGTAIL AND LOOP CONTROL WIRE AT 90°CHANGES IN DIRECTION, DEFICIT OR (+) RESIDUAL PRESSURE: *(+) 51.85 (-) DEFICIT OR (+) RESIDUAL PRESSURE: *(+) 53.59 IRRIGATION DETAILS
2.PRESSURE SUPPLY LINE:21Y7AND SMALLFRI�MIN. " SEE PRESSURE LOSS CALCULATION - P.O.C. 'A' /QUICK COUPLER * SEE PRESSURE LOSS CALCULATION P.O.C. 'A' /QUICK COUPLER
3'ANDLARGEA24MIn.DEPTH FOR HAVEN AVE. FOR PRESSURE REGULATOR SETTING. FOR HAVEN AVE. FOR PRESSURE REGULATOR SETTING. APPROVED BY: 6?�J2 DATE:�� r O
N
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY ENGINEER A� - RCE No. 24593
EARPR°�� NVW
TYPICAL TRENCHING X532 PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION '�
ARCHITERRA DESIGN GROUP
FAC LANDSCAPE ARCHITECTURE
P.O.C. 'A' / IRRIGATION VAVLE P.O.C. 'B' / IRRIGATION VALVE sITEDEMA K
LLL crzrervOwEER DATE VSE''MTMSTAiDAROSPECFICATIONSFORPUBLICWORKSCONSTRUCTgN SHEETIOFI 14221-A TRADEMARK STREET S E
24953
TRENCHING DETAIL HAVEN AVE MILLIKEN AVE FAC (� CUCAMONGA,CA L-6 OF- 10
RLA NO. 2832
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
JRGJLP DATE 05/11/06 JOB No. OSSO 2084-L
PROJECT Sheet No. 26 of 32
i
S-2 V-1 rs3
5 6 12 PLANTING NOTES"
r8-3 T-1 S-4 S-1 GC-1 8-2
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT
' 8 24 5 $ 9 42 \ 11 x INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
S-5 RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
3-2 11 ` GC-2 3-8 a S-4 3-7 SPECIFICATIONS.
T2 2 REQUIREMENTS,�STAKING LAND BACKFILL REQUIREMENTS. TIONS FOR SOIL PREPARATK)N,PLANT PIT
4 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
i T-1 S-3 3-3 ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY
W S 8 24 3
' MAGE OF SAID UNDERGROUND I E FACILITIES.
J_
DA
-- ----- -----
XER. REF. 1.3r. ��j 8 tj R I 4. SPRINKLER INSYSTEMHAVEOBEENNE NCOMPLETTED,TIL ALL ,FINAL GRADIN ES HAVE BEEN ESTABLISHED,THE PLANTING AREAS
3-3 ---_ JUNCTION WITH THE INSTALLATION OF THE
+ _ _ XER. REF. 1.2 $-2 W HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE
5 r r Y r -` rY r • • roc.2� U)\ 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
y -
+ }j Yrs yrYrYr • • ®r3 2 ® = 9 =I • • • • ® _ Z OF THE CITY PRIOR TO EXCAVATION.
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE
' yjyrr ti GC-2 \ r r yryr GC-1 W 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
4 t Y r• Y ® ® ® A / BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION ANDrOR HIS SUB-
+ O ryryr• \
12 C]C\ ryrYy r r�yr• '}' r�'rY 74 CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS
® • r yrs Q\ ryrY}' r r ryr�r�rU� r YYr i� OTHERWISE APPROVED BY THE CITY.
r3-4 r• yry \ .j` r}'r}r. O fir}"
W -' + rr• \ S-3 \ y}rY O 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT
8 + • rr r• 9 u-ti �'ryrS' O 3-4 MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
_ ryryr � d� Yr�Y � S
. Y r \ YyryryrY
` Y \�- S-3 F-� � yryry �"., � 3 EVER SHRUSIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE
3-3 - —\ -�_ - rS'r + +'M1 ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS
r < - — J .._
� AND DETAILS HEREON.
5 9 CLEAN UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
N A S
s-2
,
- _
s-3
--,
\ 10.
THE I AMENDMENT TYPES AND
3-8 _• \ \ - - - - - = -- --- -. QUANTITIES SHALL BE E BAS D ON S0�TEST RECOMMENDATIONS SEE SPECIFICATIONS). ROTOTI!THE REQUIRED
2 -y SOIL AMENDMENTS S'INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. APPLIES TO ALL SHUB BEDS.
XER REF 15
S-7 \ S-2
3-5
ti--- - �♦
2 4 CY.NITROGEN STABILIZED SAWDUST
I 120 LBS GYPSUM
5 ` w- ,
8
\ w~ - 3_2
25 125 LBS GRO-POWER PLUS
3-2 3-2 S-3 GC-1 S-2 S-4 <' 8-1 4 XER. REF. L4 11. SHRUB BED AREAS SHALL RECEIVE 4'LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND
S-2 \ GC-1 S-3 INTO EDGES AT GROUNDCOVER AREAS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING
5 3 8 79 5 6 25 OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S
15 19 .4 ( PgpV L P 10 TO PU HASE AND PLACEMENT. 91 110 1 11 161 1 io
RB�d 14�r;�: (i AOR rA!4 ;j 0 4!6e:1'-
V-1 3-3
12 \
ti
XER. REF. 1.1 PLANTING LEGEND:
SYMBOL QTY THIS
CALL-OUT 130TANIC NAME COMMON NAME SIZE SPACING COMMENTS SHEET
TREES
T-1 Chilopsis liinearis Desert Willow 24'Box Per Plan Standard 8
Space Grow
p
SHRUBS
\ ®
J
3-1 Cistus'Sunsee Rockrose 5 gallon V o.c. 50
0 3-2 Salvia sonomensis Sonoma Sage 5 gallon 3'O.C. 74
----�- _..,.„,,;�:,�,,;�.� :�.... _.:,..,r �� ♦� Q) 3-3 Zauschneria californica California fuchsia 5 gallon 3'o.c. 69
3-4 Leuoophyilum frutescens Texas Ranger 5 gallon 5'o.c. 21
• S-5 AArctosttaaphylos d.'Howard Manzanita 5 gallon V o.c. 36
McMinn
(� S-6 Muhlenbergia ripens Deer Grass 5 gallon 5'o.c. 22
3-7 Penstemon centranthifolius Scarlet Bugler 5 gallon 3'o.c. 11!
GROUNDCOVERS
GC-1 Erigeron karvinskianus Mexican Daisy 1 gallon 3'o.c. 214
• ry'r}'f GC-2 Myoporum parvifolium Prostrate myoporum 1 gallon 8'o.c. 42
VINES
AV-1 Parthenocissus triicuspidata Boston Ivy 5 gallon 15'o.c. 11
XERISCAPE ASSESSMENT SYSTEM SUMMARY PLANT SPACING NOTE:
SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES
ARE AS SHOWN ON PLAN,ON-CENTER SPACING AS SHOWN ON LEGEND.
CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL
I. I ANQ4CAPF(Point_VaW PAINT$ RFFER_FNCF Cl AIMFQ PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO
(Sheet#/Ref.#1 MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED
DURING DESIGN. LAYOUTISPACING WILL EITHER BE TRIANGULAR OR LINEAR AS NQ SC App
1. Water conserving plants.(20) 20 L-7/1.1 INDICATED ON PLAN OR DETAIL LANDSCAPE ARCHITECT AND CITY'S �.
REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. 0 um wie�4
2. Turf limited to 25a/a.(20) 20 L-7 CIO
3. Plants grouped by watering need.(10) 10 L-711.2 t �w
4. Hardscape(non-irrigated)surfaces.(10) 10 L-7/1.3 PLANTING NEAR HARDSCAPE NOTE: `-
U7e
SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER -1-31
5. Permeable paving.(5) - - SPACING AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS —
(EXCEPT FOR ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, No
6. Low-water turf varieties.(5) - - 12-MIN.). Q'
l OF CiN\
7. Mulch provided in non-ground cover areas.(5) 5 L-711.4
8. Sol amendments.(5) 5 L-7/1.5
Total Points Claimed: 70
(Minimum Points Required: 60)
DESCRIPTION OF REVISION DATE CITY
AYY120VED
SYMBOL LEGEND
- CITY OF RANCHO CUCAMONGA_
TREES SHRUBS PACIFIC INLAND EMPIRE TRAIL
CALL-OUT PHASE I A
SYMBOL CALL-OUT
SYMBOL
SIZE PUNTING PLAN
Underground Service Alert (gal./box) QUANTITY QUANTITY
APPROVED BY: DATE:11 Ob
CITY ENGINEER111zL8I/,G zz RCE No. 24593
Call: TOLL FREE PLAN CROSS REFERENCES U E
ARCHITERRA DESIGN GROUP
., FOR NOTES AND LEGENDS, SEE THIS SHEET GPD-_ LANC�5SITO ARCHITECTURE
1 -800 SITIA PLANNING
t� FOR PLANTING DETAILS, SEE SHEET L-8 ® 10221' ATRADEMARKSTRE17
422-4133 RANCHO C AMO: (90 )4 91730
FOR SPECIFICATIONS. SEE SHEET L-10 TMW (�)4a4-2 FAX: (909)4842802 (..-7 of 10
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 CITE= RL.A No. 2832 T5nwilZ No.
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4 SCALE: 1"=20' JRC/JLP DATE 0$/11/06 JOB NO. 0550 2084-L
PROJECT Sheet No. 27 of 32
R NOTES:
1. RE E NURSERY STA
KES3 AND
FILL AVITY WITHIN ROOI-BALL
STORM DRAM CATCH BASIN 2. STAKES TO BE PLUMB AND
UNDERGROUND STAKE TREE PERPENDICULAR HARD9CAPING(CONCRETE HEADER,
UTILITIES /`� ` i TO PREVAILING WIND.
g ` v N CURB d GUTTER,SIDEWALK ETC.)
Lu SIDEWALK UTILITY-� /'� \ W EAr OF COOMPACTED WOOD CHIP
POLE3.L t� _ �� _ _ ONE HALF OF SPACING
F 3 LIMIT OF PLANTER AREA REQUtRETr�NT
` J FINISH SOIL GRADE
v 12'
METER 1d 9 TOP TIE TO BE PLACED AS �✓
r jl i �w LOW AS POSSIBLE ON THE TIGHTLY OOMPACTEDD BERM TO FORM
9 CURB AND GUTTER
TRUNK
NGTOF THE E TOP OF STAKES BELOW v DEPRESSED WATF�11 BASIN.
I . NOT$O LOW AS TO LOSE �� HEAD OF TREE WHERE TOP OF ROOTBALL TO �; 4"W000 CHIP MULCgH.�g
THE HEAD TO DROP. —i MAIN TRUNSPECIES K
HABIT PERMITS FINISH GRADE PLACF�CR ALLOWED TO RF�N+1N
SUPPORT OR ALLOW �.. (� '� EXTEND 2'ABOVE NO W00� IP MUL HOUL I BE
R R AP AT OF
TTREE FINISH GRADE OVFATHEROOTBALL :r
TRUNK ATTACH WITH GALVANIZED
SIDEWALK 12'MAX. SCREWS TO B LODGE POLES.
Q� I APDRIVE PROACH 2'DIA.LODGE POgL�ERPPVr114E STAKES
�d 3 ORTMNEyAPYUNIMIEMOF9 iN ESTAIN, SHOVEL CUT EDGE OOMPACTED
UNDISTURBED SOIL AND POSITION 2' DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE NATIVE SOIL
11111m o STAKES OUTSIDE ROOT BALL. ON CENTER SPACING ON CENTER SPACING
5 9 CURB AND 9 10 10 ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB
I . GUTTER I MIN.— TOP OF ROOTBALL TO F)(TEND 2' ADIST E EQUAL TO THE ON CENTER
UNDERGROUND TIGHTLY COMPACTED 3'BERM ABOVE FINISH GRADE
STRUCTURE e% TO FORM WATERING BASIN FOR BE(2� PLANT PIT TO BE(�TIM�3 THE SPACING OF SPECIFIED SHRUB,
TRANSFORMER VAULT. LRESIDENTIAL
N TJALLLATTIIONg�LRO�CCggAAND ESOUTSIIDE WIDTH NT OF THEROOTROOT TIMES
NO WIDTH OF THE ROOT BALL N NOUNLETE 4.BELOW.SPECIAL SE A3 DESCRIBED
S TO BE REMOVED PRS PLACED WOOD OR ALLOWED TCH OREMAAIN BE NOTES:
NOTES: TO CITY ACCEPTANCE. OVER THE ROOT BALL 1.PRIOR TO PUAWSE 3LACEMENT OF THE MULCH,THE CONTRACTOR SHALL
NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
2 ALL TREES IN THE R.O.W.ARE SUB,tECT TO UNE OF SIGHT _. NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2 MULCH AROUND TREES AND SHRUBS A3 PER CITY STANDARD PIANS AND BLEND
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. ROCKS GREATER THAN 3 PIANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COYER AREAS.
3. MAINTAIN 5.FEET FROM CENTER OF TREE TO EDGE OF ALL UND DIAMETER 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN OOMPACTION.
FACM_ITIE3.IN ADDITION MAINTAIN 9 FROM CENTER OF TREE TO ALL UTILITY AIlBOfl MRp IN TURF 2 WHERE PLANTED ADJACF]VT TO WALLS,WALKS,CURBS OR
OWNED WATER d SEWER LATERAL LINES. AREASA<JD FRONT ypRDS UNDISTURBED NATIVE SOIL SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER A NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED T9 REMAIN THERE.
4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY (344 FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS.
9 FROM CENTER OF TREE TO EITHER SNS NOO ROCKS
OF PROPERTY LINE. NBACKFILL WITH <g NOTES:
GREATER o a SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
N 5. STREET TREES ARE SUL�IECT TO INSPECTION AND ACCEPTANCE BY THE THAN 3'DIA' $1 1.OF R00T�l�L 00 NOWT SCK ROpT BArLI�All ROOTS AT EDGE OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE N
ENGINEERING DIVISION. LEGEND ARE ESTIMATES ONLY.
Q STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY NATIVE 901L UNDISTURBED 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING A3
STANDARD PIANS. SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL
�. SIDEWALK,AFTER APPROVAL OF CITY I SPECTC. TO
m
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
tZ APPROVED BY: yfP7.7R� APPROVED Br. APPROVEDBY: STANDARD PLAN
DOUBLE STAKED TREE STANDARD PIAN APPROVED
STANDARD PLAN APPROVED BY SHRUB AND GROUND COVER S`A'°ARD"-�' MULCH INSTALLATION
TREE PLACEMENTCONTAINER PLANTING 501 5 GAL -24" BOX 502 506 SPACING 508 509
CITYENGI CITYENGIN CRY ENG DATE USE WRH STANDARD SPECIFICATIONS FOR PUBLIC YORKS CONSTRUCTION
CRYENGINEER DOTE USE w(TM STANpARD SPECFICATgNS FOR PUBLIC NORKSCONSTRUCf10N DATE USE N7TH STANDPItD SPECIFICATIONS FOR PUBLIC YORKS CONSTRUCTION �jj CRYENGIVE DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION E,)"T�,�,3 DATE USE WITH STANDARD SPEGFIGTpNS FOR PUBLK:YIORKS CONSTRUCTION �7�1 953 StiffT70F7
R.C.E. 24953 SHEET I OF 1 R.C.F. 4953 SHEET I OF 1 R.C.E.Ir 4953 SKEET 1 OF 1 R:C.E. L4 R.CF.
TREE PLACEMENT TREE PLANTING SHRUB PLANTING SHRUB SPACING MULCH LAYER
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
�NOSCAP�
*Umw�'agq�y
ats
qr 0 F C pL`�OQ�
DESCRIPTION OF REVISION DATE ally
APPROVED
CITYOF RANCHOCUCAMONGA_
PACIFIC INLAND EMPIRE TRAIL
PHASE JA
PLANTING DETAILS
APPROVED BY: DATE: / Q&
CI'T'Y ENGINEER RCE No. 24593
DESIGN 0 ELADED
ARCHITERRA DESIGN'GROUP ►�V1f
'TMW LANDSCAPE ARCHITECTURE
SITE PLANNING "
DRAWN 10221-A TRADEMARK STREET $ 'T
RANCHO CUCAMONGA,CA 91730
TMW (909)4842800 FAX: (909)4842802 L-$ op 10
CHECKED RLA No• 2832 DRAWING NO.
JRC/JLP DATE 05111/06 JOB NO. 0550 2084-L
PAOJECT Sheet No. 28 of 32
i
SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller ch,A for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-14e x 16"x 11'rectangular box for all electric control valves
g with the adjoining grade. The Contractor shah set in place,cap and inadequacies of coveragedue to deviations from the Drawings,or
PART t.GENERAL 3. The chart shall show the area controlled b the automatic controller e. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson industries rut pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the
Y 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 shah be the maximum size which the controller door will allow.
1.01 DESCRIPTION 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shad be
8. All fittings shag bear the manufacturer's name or trademark,material 5. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks aocomplished 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.910-128 and/or concrete is necessary,it shag 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 net legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be
necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shad be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shah be obtained from the City d Rancho tested and adjusted to meet site requirements.
Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE
B. Standards: AN work and materials shall comply with governing codes,safety 5. The chart shag be a black fine or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be d the same size,type,and deliver the
orders,standards,and regulations,and meet the minimum requirements of color shag be used to indicate the area of coverage for each station. same rated precipitation with the diameter or radius d throw, 3. Refer to Ci Standard 120"Trench Repair"when within Ci streets
the Standard Specifications For Public Works Construction(Green Book)latest Pr P ( ) City Pa City A. The entire irrigation system shall be under full automatic operation for a
edition.
2. Non-pressure federal line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period d seven(7)days prior to any planting.
8. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. '
sealed between two pieces d 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.
A. Permits and Fees: The Contractor shah obtain and pay for any and all 7. These charts shall be cop feted and a cued son to the final Held compound conforming to ASTM resin specification D1784. AN pipe 1. Routing d sprinkler irrigation lines as indicated on the Drawings is
P approved Pr must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shad be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension rata.
on the drawings. manner as to conform with the details in the Drawings. 3.08 CLEAN UP
B. Manufacturer's Directions. Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: Clean-up shad be made as each portion d work progresses. Refuse and excess dirt
shall be followed in all cases where the manufacturers of articles used in this 4. Except as noted in paragraphs 1,2,and 3 d d
this section(2.01 B),all 4. Riser nipples for all sprinkler heads shah be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shag be bloomed or washed
requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. d others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the Citwith its own Duffel. down,and any damage sustained on the work y of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as
Specifications. calendar days prior to completion of construction,two hard-cover,
set forth in section 2.01 B of the Specifications. 5. AN sprinkler heads be the same manufacturer, 3. Install all assemblies specified herein in accordance with respective original condition.
C. Ordinances and Regulations: All focal,municipal and state laws,and rules
three ring binders containing the following information: detail. In absences d the same type sd detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
D. Brass Pipe and Fittings: O. Sleeving:and regulations governing or relate to an y ing: specific items required to oomplets work,perform such work in
e9 90 9 n9 y portion d this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shad be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification IWW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal.
these Specifications shall net be construed to conflict with any d the above manufactures local representatives. the City of Rancho Cucamonga shah be reworked to the complete satisfaction
rules, regulations,a requirements d the same.However,when these b. Cate and 4. PVC pipe and fittings shall be thoroughly cleaned d dirt,dust,and d the City d Rancho Cucamonga.
Catalog parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#sWW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding
Specifications and Drawings cad for or describe materials,workmanship,or item installed under this Contract. p-460. methods shall be as recommended by the pipe and fitting B. The Contractor shag show evidence to the City of Rancho Cucamonga that the
construction d abetter quality,higher standard,or Larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as
required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: Drawings and Irrigation Detail sheet.
Specifications and Drawings shall take precedence. major equipment.
1. Pi T 5. On PVC to metal connections,the Contractor shall work the metal required before final site observation can occur.
D. Explanation d Drawings: 2. In addition to the above mentioned maintenance manuals,provide Pipe: y�K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE
the City's maintenance personnel with instructions for major provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light
aI 2. Fittings: wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shag be responsible for notifying the City d Rancho
1. Due to the Scale d the Drawings,itis not possible to indicate all equipment and show evidence in writing to the City d Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to
offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver,15%.copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions rendered. 16%zinc,24%cadmium,solidus at 1125°F,and liquidus at 1145°F.
affecting all 117 volt receptacle. Metal conduit shah run from the 117 volt supply
d his work and plan his work accordingly,furnished
such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. Gto the controller housing. AN power within the housing shad be E. Line Clearance: 1. Pre-Job Conference-7 days
ateValves:
Drawings are generally diagrammatic and indicative of the work to be properly phased.
installed. The work shad be installed in such a manner as to avoid 1. Supply as apartconflicts between the irrigation system,planting and architectural 1. AN lines shall have a minimum clearance d six(6)inches from each 2. Pressure supply fine installation-24 hours
d this contract the following tools: 1. Ball Valves(1 1 f2'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
features. a. Two(2)sets of special tools required for removing, points of connection of all appropriate wiring(station valves,master exception of the control wire sleeve(s)which shall be installed 3. Lateral fine and sprinkler installation-24 hours
disassemble and a ustin each a• Bag valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shad not be installed
sill dj g type d sprinkier and valve ends and shall be equipped with a stainless steel handle.
2. AN work called for on the Drawings by notes or details such be supplied on this project. directly over one another. 4. Automatic controller installation-24 hours
b. Ball co valves shall be NibT-585 70 68 a approved equal. Q. Miscellaneous irrigation Equipment:
furnished and installed whether or net specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. C. All Ball valvas shah be installed per detail.
specification. c. Two(2)keys for each automatic controller. F. Automatic Controller Assembly: 5. Control wire installation-24 hours
d. One(1)quick coupler key and matching hose swivel for 1. Refer to the Irrigation Plans for sizes and types d miscellaneous
3. The Contractor shag not willful) install the irrigation system as every five 5 or fraction thereof d each 2. Resident Wedge Gate Valve(2"and Larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 8. Pressure supply line and lateral line testing-48 hours
Y• 9 Yat ( ) type d quick
shown on the Drawings when 4 is obvious in the field that coupling valve installed. be connected to controller in numerical sequence as shown on the
obstructions,grade differences,or discrepancies in area dimensions a. Resident Wedge Gate valves shall be epoxy coaled and 2. AN miscellaneous irrigation equipment shad be as specified or Drawings. 7. Coverage test-48 hours
2. The above mentioned equipped with a 2'operating nut. approved equal.
exist that might not have been considered in engineering. Such equipment shag be turned over to the City at b. Resident Wedge Gate valves shall be No.403 RT-RW as G. High Voltage Wiring for Automatic Controller: 8. Final observation-7 days
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART S.EXECUTION
City of Rancho Cucamonga. In the event this notification is not evidence that the Ciry has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. B. When observations have been conducted other than the Ci d
ry Rancho
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 1. 120 volt power connection to the automatic controller shall be
provided by the Contractor. Cucamonga,show evidence in writing d when and by wham these
revs necessary. Q. Quick Coupling Valves:
3.01 OBSERVATION OF SITE CONDITIONS
1.04 PRODUCT DELIVERY,STORAGE AND HANDLING observations were made.
1.03 SUBMITTALS
A. All scaled dimensions are approximate. The Contractor shall check and verify 2. AN electrical work shad conform to local codes,ordinances,and union C. No site observations will commence withou�t'AsBuiN"record drawings. The
1. Quick coupling valves shah have a brass,two-piece body designed for all size dimensions and receive
A. Handling d PVC pipe and fittings: The Contractor is cautioned to exercise working pressure d 150 P.S.I. approval from the City d Rancho Cucamonga authorities having jurisdiction.
A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. AN prior to proceeding with work under this Section. contractor shall not cad for a site visit without'As-Bulk'record drawings,
H. Remote Control Valves: without completing previously noted corrections,or without preparing the
PVC pipe shad t transported t in a vehicle which allows the length d pipe to 2. Quick coupling valve shah 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 ntractor shag furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending a a concentrated external bad �'►g 9 n9
size and type shag be as shown on the Drawings.
processes specified by name in the Drawings and Specifications. No at any point. Any section d Pipe that has been dented or damaged will be Contractor shah be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow
subsitutan will be allowed without prior written approval by the discarded,and d installed,shag be replaced with new piping. H. Backflow Prevention Units: his operations or neglect. Check existing utilities drawings for existing utility at least twelve(1 2)inches between adjacent valve boxes. Install each
City Rancho Cucamonga, locations• remote control valve in a separate valve box.
1.05 SUBSTITUTIONS
2. Ca1. Backflow prevention unit shall be d size and type indicated on the
Corn fete material list shall be submitted prior to performing any C. Coordinate installation of sprinkler materials including pipe,so there shah be I. Flushing of System:
irrigation drawings. Instal backflow prevention units in accordance no interference with utilities or other oDnstruction or difficulty in planting
work. Material list shall include the manufacturer,modal number, A. N the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and round covers.
and scription of all materials and equipment to be used. Although p ng pecifications,he may do 9 1. After all new sprinkler pipe lines and risers are in place and
p gh equi pent or materials listed on the Drawings and S connected,all necessary diversion work has been completed,and
is a guide
and other information may be different; the following for
by providing the following information to the City d 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 safe) proceed before starts work on the irrigation s stem.
>f1008 or approved equal.
Y Pr n9Y opened and full head d water used to flush out the system.
Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution.
Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point d connection and 3.02 PREPARATION 2. Sprinkler heads shad be installed only after flushing d the system
1 Backflow Preventer Febco 825-Y-BV has been accomplished to the complete satisfaction d the city of
the backflow preventer shad be installed as required by local code. A. Physical layout: Rancho Cucamonga.
2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verily with the local governing body as to
2 Automatic Controller Calsense ET1-24-OR charts for each item to be substituted. material type and installation procedures prior to start of J. S rinkler Heads:
d
construction. Submit shop drawing for approval. 1. Prior to installation,the Location shah size stake out log pressure P
3 Master Valve Superior 3100 RCV 3. Provide the amount Dost savings i the substituted item is supply Tines,routing and location of sprinkler heads.
approved. 1. Check Valves: 1. Instal the sprinkler heads as designated on the Drawings. Sprinkler
4 Etc. Etc. Eta 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in ad respects
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting to those itemized.
� ty P � 1. Seri check valves 2 and smaller shall be 200 to installation.
Irrigation submittal must be s pp equal to the equipment pound W.O.Q.bronze
g pacific and complete. AN items must by or rejecting any submittal item as an approved eq pxnent and construction with replaceable composition,neoprene,or rubber disc
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shah meet a exceed Federal Specification WW-V--51 D,Class A, B. Water Supply: 2 rawings. In no case enshall not exceed
ed the
ng ethe maximum
maximum
exceed indicated
mthe
boxes,etc. copies d manufacturer's literature(catalog cuts)are recommended b the manufacturer.
required as submittal information. IV.
n. 1.06 GUARANTEE D
1. The irrigation system shall be connected to water supply point(s)d Y
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 shag be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shall be stainless steel
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 2. Connections shall be made at the approximate location(s)shown on The Ci reserves the right to make tem repairs as necessary to keep the
may be required to remove such materials from the site at his own these Specifications shad be filed with the City prior to acceptance d the drawout from 5 to 40 feet of head. Anti-drain valve shag be similar to the Drawings. The Contractor is responsible for minor changes Citytemporary pa arY P
caused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the
expense. irrigation system. the Valoon'ADV'or approved equal. City shad not relieve the Contractor of his responsibilities under the terms of the
4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations andJ. Control Wiring: C. Electrical SuPPIY= guarantee as herein specified.
product or products apparently meet the requirements of the maintenance manual.
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.05 EXISTING TREES
samples submitted. C. The guarantee form shad 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
shall contain the wire following
information. Draw Where it is necessary to excavate adjacent to existing trees,the Contractor shag use all
5. Manufacturer's warranties shah not relieve the Contractor d his burial copper AWQ-U.F.600 volt. Control wiring installed in sills.
control wire conduit within structure shag be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s)shown on (2)inch and larger roots occur shall be done by hand. AN roots two(2)inches and
supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor ch larger in diameter,except direct in the of i or conduit,shad be tunneled
po angel cause 9 Pt ly� � pipe
Dolor stripe for each automatic controller. Install in accordance wy
ith bactual site conditions. under and shag be heavily wrapped with burlap to prevent scarring or excessive
We hereby guarantee that the irrigation system we have furnished and installed is
B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chat. In no case shall drying. Where a ditching machine is run close to trees having roots smaller than two
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.03 INSTALLATION (2)inches in diameter,the wall d the trench adjacent to the tree shall be hand
1. trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall a Contractor shah 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 shad be corrected daily,showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
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. closed within twenty-four(24)hours;and where this is not possible,the side of the
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shad make such 1. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shag be kept shaded with burlap or canvas. NO 8C APE
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
This set of drawings shag 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 3.06 FIELD QUALITY CONTROL 4
as a record set. � be taped together at intervals of fifteen(15)feet. layout indicated on the Drawings and as noted. t� ��W,(yQ,
replacements within a reasonable time after receipt of written notice from the City,we y 9 y
authorize the Ciry to proceed to have said repairs or replacements made at our 4. An expansion curl shad be provided within three(3)feet of each 2. Provide for a minimum of twenty-four(24)inches cover for all A. Adjustment of the System: 4 tJ ;a
2. The Contractor shad make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection.
Expansion curt shall be d sufficient length at each irrigation lines installed under paving or hardscaping. U w n
drawing progress sheets daily as the work proceeds,showing the 1. The Contractor shad flush and adjust all sprinkler heads for 3 a -4
work as actual installed. For example,should a secs d splice connection at each electric control valve,so that in cased 1 a
IY p p' equipment PROJECT: repair,the valve bonnet may be brought to the surface without rity-four 24 inches cover for all optimum performance and to prevent overspra onto walks,
pa y ug 3. Provide for a minimum d toe ( ) Y
be installed in a location that does not match the plan,the Contractor _ 7-31
must indicate that equipment has been relocated in a graphic LOCATION: disconnecting the control wires. Control wires shall be laid loosely pressure supply lines d three(3)inches or larger in diameter. roadways,and buildings as much as possible. anew •
in trench without stress or stretching wire conductors.
manner so as to match the original symbols as indicated in the ate ��
irrigation legend. The relocated SIGNED: 4. Provide for a minimum d eighteen(18)inches Dover for all pressure 2. If it is determined that adjustments in the irrigation equipment will �
9 9 equipment and dimensions will provide proper and more ad 4 Q
5. All splices shall be made with Scotch-Lok#:1578 Connector Sealing supply lines d two and one had 21 t2" inches or smaller P Pop equate coverage,the Contractor shah l Q
then be transferred to the original record drawing plan at the proper P g { } make such adjustments prior to land Adjustments may also 0 F AL��
time. ADDRESSED: Packs,Ralnbird Snap-Trte wire connectors.,or improved equal. Make j Pr planting. ! Y C
only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(12)inches for all non-pressure include changes in nozzle sizes and degrees of arc as required.
3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: fines.
. all information from the"record drawing"prints to a sepia mylar or 8. Feld splices between the automatic controller and electric control
similar pylar material. Arrangements shah be made through the cityPART 2-PRODUCTS valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(1 8)inches for all control 3. Lowering raised sprinkler heads by the Contractor shad be
for obtaining said sepia pylar or similar pylar material. All oak Rancho Cucamonga. wiring. accomplished within ten(10)days after notification by the City.
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 Repan*when within City streets 4. AN sprinkler heads shad be set perpendicular to finished grades
technical pen made expressly for use on pylar material. Such pen susceptible to traffic bads.
unless otherwise designated on the Drawings.
shall be similar to those manufactured by Rapidograph, Kueffet& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic oontroller(s)shag be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
Esser,or Faber Casted. The dimensions shad be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling:
readable even on the specification so that each lateral operates at design pressure.
final controller chart(see Section C). The G7'IY
original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: DESCRIPTION OF REVISION DATE
2. Final location d automatic controller(s)shah be approved by the City 1. The trenches shah riot be backfilled until all required tests are APPROVED
Rancho Cucamonga for B. Testing d Irrigation System:
ng approval prior to the completion d the d Rancho Cucamonga. performed. Trenches shag be carefully backfilled with the excavated
controller chart. 1. Pressure main line piping for sizes 2"and larger shah be PVC Class materials approved for backfilling,consisting of earth,loam,sandy
315. 1. The Contractor shad request the presence d the City ofRancho CITY O'F RANCHO CUCAMONGA
3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand, other approved materials,free from large clods earth
4. The Contractor shah dimension from two(2)permanent points of a d to each automatic controller location is to be furnished by others. The a stones. Backfill shad be mechanically compacted in landscaped Cucamonga in writingat least 48 hours in advance d testing.
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shad be made from an NSF approved Type 1,Garde I, final electrical hook-up shad be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed sod in planting Test all pressure lines under hydrostats pressured 150 pounds per
intersections,etc.,the location d the following items: PVC compound conforming to ASTM resin specification D1784. AN areas. Backfill will conform to adjacent grades without dips,sunken 2.
pope must meet requirements as set forth sFederal Specification P3 L. Electric Control Valves: areas,humph a other surface inch and prove watertight.
rface irregularities. PACIFIC INLAND FMPI R F TRAIL
a. Connection to existing water fines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld
b. Connection to existingelectrical Note: Testi of pressure main lines shall occur
PDQ• pipe)' 1. All electric control valves shah be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. � P ��to PHASE 1
c. Gate valves. installation d the electric control valves.
the Drawings. No foreign matter larger than one-had(1,•2)incite in size will be
d.Routing d sprinkler pressure lines(dimension max.1017 3. Pressure main fine piping for sizes 1-1/2"and smaller shad be PVC permitted in the initial backfill.
along routing). Schedule 40 with solvent welded joints. 3. AN piping under paved areas shay be tested under hydrostats
2. All electric control valves shah have a manual flow adjustment. pressure d 150
9. Sprinkler control valvas. 3. Flooding d trenches will be permitted only with approval d the City P pounds per square inch and proven watertight prior
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shag be made from NSF approved Type 1,Grade 1 3. Provide and instal one control valve box for each electric control of Rancho Cucamonga. to paving. .
g. Quick coupling valves. PVC compound conforming to ASTM resin specification 01785. AN valve. IRRIGATION SPL CIFICA TIONS
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS 4. If settlement occurs and subsequent adjustments in i 4. Sustain pressure in lines for net less than six(6)hours. If leaks
eq l pipe,valves,
1. Other related equipment as directed b the Cit of Rancho 21-70. develop,replace joints and repeat test until entire system is proven
� er1 P Y Y M. Control Valve Boxes: sprinkler heads,lawn,planting,a ether construction are necessary, g APPROVED BY. ' ' � DATE.
Cucamonga.
the Contractor shall make all required adjustments without cost to the watertight. • /l/&/00
5. PVC solvent-weld fittings shall be Schedule 40,11-1 NSF approved 1. Use 10"x 10-3/4'round box for all gate valves. Carson Industries city. 5. AN hydrostats tests shad be made only in the presence d the CI'I�Y ENGINEER Zt.(/�IJAi� a/�� RCE No. 24393
5. On or before the date d the final field observation,the Contractor conforming to ASTM test procedure D2468. it910 128 with green boll down cover or approved equal. Extension
shall deliver the corroded and completed sepias to the City of C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga. No pipe shah DESIGN
sleeve shah be PVC with minimum size of six{6)Inches. 9 9� RECTie
Rancho Cucamonga. Delivery d the sepias will net relieve the S. Solvent cement and primer for PVC solvent-weld pipe abd fittings be backfilled until it has been observed,tested,and approved in ARCHITERRA DESIGN GROUP
Contractor d the responsibility d furnishing required information shall be d type and installation methods prescribed b the " g 1. Trenches located under areas where paving, p writing' JLP LANDSCAPE ARCHITECTURE
span tY 9 ern Pr Y 2. Use 9-1 CL'x 16 x 11 rectangular box for all electric control valves. p g,as haftic concrete,a
that may be omitted from the prints. manufacturer. Carson Industries#1419-128 with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four SITE PLANNING
equal. (4)inches below the pipe and six (6)inches above the pipe)and
8. Furnish necessary force pump and all other test equipment. DRAWN 10221-A TRADEMARK STREET SI E'I'
C. Controller Charts: 7. AN PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical RANCHO CUCAMONGA,CA 91730 �_� J O
3. Use 6"diameter x 8-3/4'deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed,perform a coverage test in JLp (909)484-2800 FAX: (909)48480
22 OF 10
1. As-buids drawings shad be approved by the City of Rancho a. Manufacturer's namethe presence d the City d Rancho Cucamonga to determine if the
coapting valves. Carson industries#s 608-12 with green flex-lock the compaction d the existing adjacent undisturbed soil and shah be M2RLA NO. 2
Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED DRAWING NO.A
C. Schedule or class all materials and perform all work required to correct any JRC/JLP DATE 0911/06 JOB NO. 0550 2084-
. PROJECT Sheet No. 29 of 32
_ j
CONCRETE SPECIFICATIONS
PART 1 GENERAL
1.07 Guaranties:
3.08 Coordination: 6.03 Submittal:
1.01 Description A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn
shall be guaranteed from date d final acceptance d landscape construction Weed abatement work sham be coordinated with the ting. (Se of the irrigation Prior to the installation d any weed control materials,the Landscape Contractor shall
For concrete information refer to the Standard Specifications for Public Works system rototilling and sot amendment work,and planting. (See Weed Abatement submit to the Landscape ArchitecUC4 a list d the weed control materials and
for periods as follows: section), quantities g types prevalent and
Construction(Green Book: Edition per the City d Rancho Cucamonga). Refer to q per acre intended for use in controlling the weed
Sections 4,201,303,and 400,as well as any other sections related to the installation, Trees 24"box&larger 1 year expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor
PART 4-TREES AND SHRUBS shag furnish the landscape Contractor and Landscape Architect and City data to
per and post installation d concrete work,materials,tabor,and clean-up. The Trees 15 gal.&smaller 1 year
Standard Specifications for Public Works Construction is available from: Shrubs All sizes 120 days demonstrate the compatibility of the weed control materials and methods with the
e d Work:01 Scop
Ground Cover - 120 days 4. intended planting and seed varieties present
BI Building News Bedding Plant 120 days Provide all material,equipment,and labor
3055 Overland Avenue Lawn sod ynecessary to install ail trees and shrubs as 8.04 Responsibility and Coordination:
Los Angeles, 5 90034 Lawn(� 120 days shown on plans,as reasonably implied and as delineated in the specifications.
(310)202-7775 (seed) 120 days from first mowing
402 Products A. Landscape Contractor is responsible for the erection d all signs and barriers
1'02 Scope
Guarantees begin after the project acceptance by City and at the and d the required to prevent intrusion into the treated area9 and to notify the public.
150 Way maintenance period. Landscape Contractor shall replace and plant
all materials which have died within the time span stated above,at no
Architect
A. i manalid" -Plant names indicated on the drawings conform the"Standard B. No material or methods shag affect the landscape planting or hydroseed
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 Acost Plant Names"established by the American Joint Committee on Horticulture. germination. No material or method shall render the job site unusable for
specified,including,but not limited to the following: or City. If dead material is not replaced and planted within the 5 day Except for names covered therein,the established custom of the nursery is more than 10 days from date of application.
period,City may replace dead material with new material and charge the followed.
A. Furnish and set all reinforcing steel,bolts,and anchors. Landscape Contractor for at expenses incurred. 8.05 Non-Selective Herbicides:
B. Condition -Plants shag be symmetrical,typical for variety and species,sound,
B. instal all items required by other trades which are to be cast into concrete. B. Construction Materials: The contractor shag guarantee all workmanship and healthy,vigorous,free from plant disease,insed pests,or their eggs,and shall Non-selective contact herbicide and/or non-selective systemic herbicides(as
C. Concrete mow str'iP s,food s for walls, materials for all site development,for a period d one year from date d final have healthy,normal rod systems,well-filling thea container,buy not to the recommended by the Pest Control Advisor)
n9 fend ng,posts,benches,etc.,where acceptance d project. point d being rod bored. Plants shag not be pruned at anytime,and in no
applicable. case shag trees be topped. 8.06 Selective Herbicides:
1.08 Material and Labor Releases:
1.03 Protection C. Trees and shrubs shall be growing at a recognized nursery in aocordance 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 camper normally the Pest Control Advisor)
All finished concrete work shag 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 d all tags,
Barricade shag be placed imediately after concrete finishing. Contractor shall furnish, labels,nursery stakes and ties from all plant material prohibited until the 6.07 Weed Eradication:
place and remove at of his own barricades. Contractor shag be responsible for any 1.09 Disposal and Clean-up: approval of the Landscape Architect or City.
damage to new construction and replacement or repair of the work shag be made If in the opinion d the Pest Control Advisor,perennial grasses and weeds existing in
without added cost to the City. Remove all waste materials(ncluding excavated material classified as unacceptable D. AN 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
soil material),trash and debris generated or encountered during the course d is insufficient in size to carry out the intent d the planting plan will not Control Advisor's recommendations.
1.04 Clean-up landscape construction,and legally dispose of it. During the course of the work, accepted and will be replaced at Contractor's expense.
remove surplus materials from the site and leave premises in a neat and clean A. Prior to the installation of the irrigation system remove and clear all weeds
Upon completion of all concrete work and before final acceptance,the Contractor shag condition. Clean up and remove at remaining debris and surplus materials upon E. Sizes of Plants -Shag be as stated on the Plan. Container stock(1-gallon,5 - and deleterious materials from planting areas.
remove at 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 gallon,and 15-gallon)shall have been grown in containers for at least one(1)
shag be left in a clean,neat condition acceptable to the City, upon the request of the inspector. year,but not over two(2)years. Amowherbidde to kill an Needs. Rake or hoe off all dead weeds to a depth of
1"-2"below the surface of the sot. Physically remove all weeds from the site.
PART 2-EXECUTION F. Substitutions -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 1-GENERAL Keep all plant material delivered to site in a healthy condition for planting. Plants all substitute plant materials shag conform to the requirements of these 7.01 Scope of Work:
shall not be allowed to dry out. Bare rod stock shag be separated and heeled-in,in specifications-
most Scope d Work: most earth or other suitable material until planting. Balled and burlapped plants Provide all materials,'labor and equipment necessary for,or incidental to,performing
shag have rod ball covered with.moistsawdust,wood chips or other suitable material G. Plants Not Approved -Plants not approved are to be removed from site all maintenance requirements as reasonably implied or as delineated in the
Contractor shall provide all materials,labor and equipment incidental to and until piariting. 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.
implied,or as delineated in the Specifications as follows. 2.02 installation: Maintain all plants and planted areas.
H. Stake all trees,as per details immediately after planting to prevent wind Keep planted areas free d weeds and debris.
1.02 Standards: Detailed layout of plants within the planting areas shag 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.
AN work and materials shag 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 Sol excavated from planting holes shag 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
d trees. AN planting holes shall be excavated as defined on appropriate 7.02 Fertilizers:
1.03 Quality Assurance: Native,On-Site Sol with rock no greater than 3"in diameter details.
Gro Power Plus,5.3-1 15 ibs/cy A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8
A. AN Contractors performing Site Development work,must be licensed in Iron Sulfate 2 ibs/oy 4.03 Soil Amendments: Gro-Power Controlled Release Nitrogen,as designated herein,or approved
accordance with the laws d the State d California substitute as required by the Agronomic soils report. Available from Gro
B. Contractor shall provide the landscape Architect and the City with a List of (To be used for bidding purposes only,verify with Agronomic Soils Test.)
Soil amendments shag be as recommended in the Agronomic soils report Power(909)393-3744.
Subcontractors and Material Suppliers expected to be embed during the 4.04 Trees Stakes: B. Ammonium Sulfate: Granular form containing not less than 21%.nitrogen and
PP xP P Y 9 After backfilling,construct t r-earthen berm to form watering basin around each 24%.sulfur and shag be registered as an agricultural miner,with the State
course d construction. plant,to allow thorough water-in and establishment
C. Contractor shall obtain and ice Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Department d Agriculture in compliance with Article 2-"Fertilizer Materials,"
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.
amount d insurance shag be determined by City- PART 3-GROUND COVER AND BEDDING PLANTS 7.03 General:
PART S-SOIL PREPARATION AND FINISH GRADING
Prior to start Maintenance shall start immediately after landscape irrigation and planting.
D. d site development work,the Contractor shah notify 5.01 Scope d Work:
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 at plants and planted areas on a continuous basis as they are installed
and telephone number d the person in charge d the work. A. Provide at materials and incidental to installin all round cover and bedding p
equipment,and perform at work necessary for and 9 9 n9 plants,as shown on tans,as during the progress of the work,and continue to maintain them unti final acceptance
incidental to wn on
preparation and finish.grading d all planting and lawn reasonably implied,or delineated in the specifications.
1.04 Responsibilities and Coordination: areas as shown on plans,as?easonably implied, total project. Replace any dead or dying plants as directed by the Landscapeed,oras delineated in the Architect and City representative.
A. Permits: The Contractor shall obtain and pay for at permits and inspections specifications. 5.02 Bedding Plants:
required by governing authorities for the work to be performed. B. Furnlshing,placement andrad A. irrigation: Operate Irrigation system on an established program to maintain
g Irig,d topsoil for backfilling tctplanters t Perennials and Annuals: Provide healthy container grown plants from a recognized
Existing Conditions: The Contractor shall verily all conditions and all plants and planted areas in a healthy condition. Irrigation systerun-off
required. nursery,and d the species and variety shown on plans. m shag be kept to a minimum. Damage to irrigation system resulting from
B.
dimensions shown on the plans at the site prior to commencement 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
wank under this contract. The Contractor shag verify the location and depth
restored to its original condition at no cost to the City. Failure of any part of
of all underground utilities prior to start of work. 3.02 Topsoil: Ground Cover: Provide round bovAr d the the irrigation system shag be brought to the attention d the City. No repairs
g species shown on plans. Ground Dover other than emergency repairs shall be accomplished without written
shall be established and well rooted in flats or similar containers. permission from the City.
C. Temporary Utilities: The Contractor shah apply for and pay all test incurred A. Existing on-site soils fisted as'acceptabte'under'Site Grading'specification.
for ail temporary utilities such as water,.eledr'ical power and gas as required 5.04 Mulch: /� B. Weed Control: Keep all planted areas free d weeds and debris by cultivating
by him for the construction d the project. Temporary services shall be B. Topsoil imported to site for use as fill,backfill in planters and mounding, Lam]
coordinated with the City and other contractors on the job site. shall be sandy textured. Silt plus clay content of this sot shag be no greater Mulch: Shag be- YYPY 10ob:trf d YVx4 P-"Jt0 f ), areas at intervals net to exceed 10 calendar days.
than 15%by weight. The baron content of this sot shag be no greater than 1 The Contractor may elect to remove such conceritrations d weeds manually or by an
D. Survey,Reference Points,and Elevations: The Contractor is responsible for part per million as measured on the saturation extract. The sodium 5.05 Coordination:
establishing at surveys,reference points and elevations required by him,and absorption ratio(SAR)shag net exceed 3.0 millimohos per centimeter at 25 C. approved herbicide program.
shown on plans for proper execution of site construction. In order to ensure conformance,samples of the imported sot shall be A. Do net have'plants delivered to the job site until site conditions are ready for
submitted to an agronomic soils testing laboratory,approved by the prolod planting. If planting is delayed,keep C. Pest Control: Spray all plants and planted areas at beginning d maintenance
E. Traffic: The Contractor is responsible for all tem y he plant roots moist and place in a y necessary thereafter by an approved method of
Po temporary traffic barriers and Landscape Architect for analysis pray to use. Result d testing to be delivered sheltered Location protected from the sun,wind and other damaging program and as may become
detours required by him for the construction of the project AN temporary to City for approval. Soil test to include analysis and recommendations. elements, pest control,to keep all plants and planted areas free d insects and disease.
traffic barriers and detours shah conform to all conditions required by the Method shall be reviewed by the City prior to any applications. Pest Control City or governing authorities. 3.03 Sol Amendments: B. Soil preparation and fine grading shall be completed and trees and shrubs shag include Rodent control. _
installed prior to bedding plants and ground cover planting. D. Pruni Prune all plants as designated and directed b Land ANO 3C APt
1.05 Defective and Unauthorized Work: �: p i9 y Landscape Architect,
All sot amendments shall be as specified in the Agronomic Suitability/Fertiliry soils at start of maintenance program and continue to prune plants as directed or 7
report furnished by the Contractor 5.06 Installation: as may become necessary until the end of the maintenance program. Un7W�paa 9C+y
AN work which is determined by inspection to be defective in its oonstruction or ��
deficient in any d the requirements d the plans and specifications,shag be remedied 3.04 Sot Preparation: Plant ground cover and bedding plants in moist sot and space as indicated on plans. Remove trash weekly. Edge cued cover to ice V d r++
or removed,and replaced by the Contractor at his own expense in a manner y dg gr keep in bounds and trim top
acceptable to the Landscape Architect and City. All work on irrigation system shall be complete and inspected for recommended Each plant shag be planted with its proportionate amount of sot so as to minimize growth as necessary to achieve and overall even appearance. Exterminate
,
approval and,fine grading completed,prior to rotdilling and prior to sot rod et disturbance. Soil moisture shag be such that sot does ncrugophers and moles;repair damage.
crumble when 7-31-0
from container.s anf
ng plants ltsew °
1.08 inspections: amendment work. rPART 8-ACCEPTANCE OF PROJECT
The Contractor shall 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 ° �►��
and governing authorities,24 hours prior to time d inspection,unless otherwise Ulm or cross rt 8.01 General:
ng piling to a depth d 12". AN rode and debris more than 2"in proper surface drainage. A 4 layer d mulch material shah be spread over the entire /� 9r �lx C A *QQ
noted. inspections shag 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 (p0 it
the inspection pertaining to the project scope d work wig a mulching.(Grading shall accommodate the mulch) Upon completion d installation,a maintenance period d a minimum d kiidays for
PPly which all rock and debris more than 1"in diameter shag be removed. all landscaped areas is required prior to final acceptance of the work by the City. The
Rough Grading. 5.07 Protection: Commencement date for the maintenance period shag commence upon written '
Apply,spread,and rly aft r ail soil amendments as recommended evenly
I depth d W. approval for all phases d planting installation by the City Public Works inspector.
Drain Lines and Catch Basins. Water area thoroughly after rotdiling is complete. Incorporate evenly into the top 4"
Irrigations(main line pressure,coverage&system operations test). to 8"the following for each 1,000 square feet of Maintenance period shah be adequate to verify plant characteristics and planting area: Erect temporary fencing or barriers to protect planted areas from damage prior to
Sot Preparation and Finish Grading. final acceptance. establishment.
Plant Material(delivery d placement). 4 cubic yards d nitromzed Redwood or Fir shaving or equal.
Su Da»ial Completion Inspection(at completion d landscape improvements) 200 lbs.d Gro-Power or approved equal. PART 8-WEED ABATEMENT A. Two inspections shall be made that affect the establishment period: The first .3 VAr��
after all plantings have been completely installed in order to approve the
Final Inspection(after maintenance period)-7 days. = The above sop conditioning are minimal qualities only and should be used only for 8.01 Scope of Work:
beginning of the establishment period,and the second at the end of the ® DESCRIPTION OF REVISION
bidding purpose,because soil conditions may change drastically from the time these establishment period. If plantings are net acceptable at the and d the iii Sj 4 DATE �ep
The contractor shag arrange a Preoonstruction job conference with the Landscap4r specifications were developed to the time the actual sot conditioning take place. Provide all material,equipment, sand labor neves day period,due to defective maintenance,them continue establishment untt Royl�D
Architect and City a minimum d seven(7)days prior to the beginning work. Therefore,the Contractor shall obtain his own soils analysis at a rate d one per every on plans,as reasonably implied,and as delineatedd i to perform all work as indicated n the specifications. all work meets with the Specifications and can be approved.
25,000 square feet of planted area. These sop tests shah be conducted by an At termination d establishment period all plant material shall be live, CITY OF RANCHO C
approved Agronomic soils testing laboratory approved by the project Landscape 8.02 Quality Assurance: B.
Architect and City. Copies of the sot test to be provided during the Pre-construction healthy,undamaged,and free of infestation. inferior plantings shall be
job conference, A. The Applicator of all weed control materials shag be licensed by the Stated replaced and brought to a satisfactory condition before final acceptance of
wank will be made. AN areas shall be neatly raked and free d weeds. �
California t a Pest Coned Operator and a Pest Control Advisor in addition to PACIFIC
/, C JF T C I h] ] A N 71 L� ]�/� j�jR L TRAIL
RA j T
3.05 Finish Grading: any subcontractor licenses that are required. l !1 l l l.� 1 � l./ jJ rj i 1V1 j- f� l l j�
After rotdilling operations are complete,grade areas to establish finish grades for B. Am materials and methods must conform to Federal,State,and Local PHA S L' 1 A
planting. AN flow lines shag be maintained and proper tolerances shall be met after Regulations.
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. CONSTR UCT ION AND PLANTING SPECIFICATIONS
"PROVED BY: DATE:/// d� �0
CITY ENGINEER & Ila RCE No. 24593
DESIGN Jr
ARCHITERRA DESIGN GROUP RECOMMENDED
JLP LANDSCAPE ARCHITECTURE <
SITE PLANNING
DRAWN 10221-A TRADEMARK STREET SI
RANCHO CUCAMONGA,CA 91730
JLP (Wg)4842800 FAX: (909)484-2802 L-10 of 10.
CHECKED RL A_NO. 2832 FRN NO.
JRC/JLP DATE05/11106 JOB NO. 0550084-L
PROJECT Sheet No. 30 of32_