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TITLE SHEET
1-0.00
CONSTRUCTION PLAN
CONSTRUCTION SPECIFICATIONS
Ll .21
IRRIGATION PLAN
L2.{71
IRRIGATION PLAN
L2.02
IRRIGATION DETAILS
L2.1 I
IRRIGATION DETAILS
L2.1 2
IRRIGATION SPECIFICATIONS
L2.21
P'LAN'TING PLAN
L3, 01
PLANTING DETAILS
L3.1 I
PLANTING SPECIFICATIONS
L3.21
or N a
toM BE L., SEN110 R"LAI
RAL �N;OTES
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Al:l wo:rk shall be don e in strict conformance with the current City of Ontario standard specifications and standard drawings, and currentAPWA
CONTACTS
CONSTRUCTION NOTES
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AINI SCAP �CO��-N-�S-T-�:R-'�U"C-T-'�l:'�0-i,N:I SPECIFiCATil NS
i t : � , 0
1. SCOPE:
PROPORTION AND MIX OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY AND
PROVIDE LABOR MATERIALS, PERMITS EQUIPMENT SUP" RVISI R
E S
:1 SE: VICES, TRANSPORTATION AND ALL OTHER ITEM
STRENGTH IN ACCORDANCE WITH CURRENT EDITION OF ACI MANUAL OF CONCRETE PRACTICE ANID PCA "DESIGN
NECESSARY TO COMPLETE ALL CO: ST:
N R UCTION WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY URBAN ARENA.
AND CONTROL OF CONCRETE MIXTURES.
THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWN: ER.
C. SLUMP:
2. OENIiRAL:
1. MAXIMUM: 5 - INCHES.
A. GENERAL CONDITIONS
2. MINIM UM 3 - INCHES.
1. IT IS THE INTENT THAT ALL IMPROVEMENTS SHALL BIE CONSTRUCTED, ASSEMBLED AN' INSTALLED IN AN EFFICIENT AND
D� MINIMUM P&I RATI: G AT 28 DAYS: 3,000.
N
w
ER C
SATIS FACTORY MAN N: : A CORDING TO THE HIGHEST WORKMANLIKE STANDARDS. IMPROVEMENTS SHALL BE
E. CEMENT QUANTITY PIER YARD OF MIX:
C P
OM: LETE IN EVERY RESPECT AND SHALL BIE LEFT READY FOR THEIR INTENDED USE ANID/OR OPERATION BY THE OWNER.
1. MINIMUM: 6 SACK.
2. THE CONTRACTO: SHA L CARRY ALL NECESSARY COMPENSATION, LIABILITY AND PROPERTY DAMAGE INSURANCE TO
2. MAXIMUM: 7 SACK.
COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PIRO TO TH:E OWNER FROM ANY POSSIBLE
DAMAGE SUIT OR LIEN ON T HE OWNER'S PROPERTY.
F. WATER/CEMENT RATIO: 0.45 - 0.55 (FINAL RATIO PER GEOTECHN[CAL SOIILS REPORT).
i
3. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES 'RED BY LOCAL GOVERNING CODES
'o REQUIf
G. FINE AGGREGATE (WASHED CONCRETE SAND). F
50% 0: MAXIMUM.
I
AND MUNICIPALITIES TO COMPLETE THE WORK.
H. NO. 4 AGGREGATE (3/8'' AGGREGATE). 25%.
:1 i,
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCR10ACHMENT ONTO ADJACENT PROPERTY RIGHT-OF-WAYS
1. NO. 3 AGGREGATE (I AGGREGATE): 25%
i
EASEMENTS SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OiR UNMARKED.
J. THE USE OFFLYASH WITHIN CONCRETE PAVING IS NOT PERMITTED,
5. LOCAL, MUNIC[PAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTIO:
K. ENSURE THA RA
T BATCH PLANT GUA NTIEES SING E SOURCE ("SOLE SOURCE'') SUPPLY FO: CEMENT, FINE AGGR�
R
OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS.
AND COARSE AGGREGATES FOR THE ENTIIRE LENGTH OF PROJECT TO ENSURE UNIFORM COLOR THROUGHOUT.
6. TH:ESE PLAN'S ARE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR; THE CONTRACTOR SHALL VERIFY ALL SITE
L� CONCRETE DELIVERY: DO NOT USE CONCRETE LOADS EXCEEDING 90 MINUTES FROM TIME OF BATCHING.
CONDITIONS AND DINAENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE CONSTRUCTION
PL
M. SUBGRADES SHALL CONSIST OF SIEMI-PERMEABLE NON-EXPANSIVE SOILS COMPACTED ER THE RECOMMENDATIONS
WORK, ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY.
H
OF THE G�EOTEC: NI:CAL SOILS REPORT AND SHALL BE GRADED TO A LEVEL PLANE PARALLEL WITH THE FINISH SURFACE.
7. ANY DISCREPANCIES BIE RA
TWEEN THE SITE CONDITIONS AND THE CONT CT D011CUMENTS AND/OR THE DESIGN INTENT
4. REVIEW OF SITE CONDITION:
E
AFFECTING THE SUCCESSFUL COMPL: TION AND COST OF TH: PROJECT SHALL BE REPORTED TO THE OWNE: Ro
!;N i
A. EXAMINE THE AREAS AN:D CONDITIONS U:: D R WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT
I V E
REPRESENTAT AND LANDSCAPE ARCHITECT IMMEDIATELY. ANY CONTINUATION OF WORK PRIOR TO THE
CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL
RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE,
UNSATISFACTORILY CONDIT:ONS AR: CORRECTED.
8. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONSTRUCTION ELEMENTS TO AVOID CONFLICTS WITH
B. NOTIFY OWNER'S REPRESENTATIVE 24 HOURS BEFORE SCHEDULED START OF PLACING CON: ETE. EXCAVATIONS
R
GRADI:N!G, PLANTING, IRRIGATION, UTILITIES, OR ENGINEERING OR ARCHITECTURAL FEATUR: S THROUGH THE OWNER'S
E
FORMWORK REINFORCEMENT, AND EMBEDDED ITEMS SHALL HAVE BEEN INSPECTED AND APPROVED BEFORE ANY
REPRESENTATIVE.
CONCRETE IS PLACED.
i
9. PRIOR TO INSTALLATION., THE CONTRACTO: SHALL LOCATE BY STAKES, OR OTHER MEANS, ALL CONSTRUCTION
5. PREPARATION:
E
ELEMENTS AS D: LINEATED ON THE PLANS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT.
WORK 0
A. COORDINATE THE Of TH!IS SECT11 N WITH RELATED WORK. ALL CONDUITS AND PIPES M: ST BE BURIED A
U
i R
10. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IR: IGATI:ON AND PLANTING
i LOW SUBGRADE SURFACE A i
E
MINIMUM OF 6" BI ND PROPERLY RE-COlMPACTED WITH NON-EXPANSIVE SOILS. DO NOT
ELENA ENTS, EXISTING OR NEW, MARKED OR UNMARKED, AN:D SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS
TH:I:E
PLACE ANY CONDUITS OR PIPES WITH' CONCRETE PAVI�N;G.
IN A MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE.
6. INSTALLATION:
]I. ALL CONSTRUCTION AND WO: KMANSHIP SHALL CONFORM TO THE CUR: ENT EDITION OF THE UNIFORM B::UILD:::IN::G
R R
A. GENERAL:
CODE�
C
1 ALL CON! RETE SHALL BIE FREE FROM DEFECTS, AND SHALL CONFORM TO THE SHAPES, DIMENSIONS AND FINISH
B, PLANS
GRADE ELEVATIONS AS INDICATED ON THE PLANS. DEFECTIVE CONCRETE SHALL BE REMOVED AND REPLACED BY
N N
1 ALL CONSTRUCTIOIN ITEMS SHALL BE LOCATED AS DIMENSIO: ED 01 THE PLANS UNLESS OTHERWISE INDICATED IN
THE CONTRACTOR AT THEIR EXPENSE.
NJ.S
NOTES, DETAILS, LEGENDS AND SPI CIFICATIONS.
E
2. ALL EXPC)SLED SURFACES SHALL B, RE'- R M J INT AND POUR LINES AND SHALL HAVE A UNIFORM TEXTURE. ALL
2. DIMENSIONS ARE TAKEN FROM FACE OF VERTICAL IMPROVEMENTS UNLESS NOTED ON PLANS.
-EXTU
CONCRETE SHALL CONFORM TO THt RES AND FIN:ISH::ES AS CALLED FOR IN THE PLANS OR AS APPROVED
3. IN NO CASE SHALL WORKI: G DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS.
L IIERil
DURING THE CONII._�_R: TE SUBMITTA, OD (SEE 'SUBMITTALS'SECTION ABOVE).
4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL
i
WHEN CURING COMPOUNDS ARE USE' ADJACENT SURFACES SHALL B:E PROTECTED BY CONTRACTOR FROM
BE THE SAME AS OTHER S:IMI:LAR WORK SHOWN OR NOTED ON THE PLANS.
OVERSPRAY.
3. P"! N G
Al. ALL WALKS SHALL DRAIN AT A MINIMUM 01F 1 % CROSSFALL, OR AS NOTED ON THE PLANS.
A. GRADING
i
5. CONCRETE PADS IN FRONT OIF BUILDING ENTRY SHALL BE FINISHED TO A GRADIENT NO GREATER THAN 2% TO
1 . CONTRACTOR SHALL VERIFY IN THE FIELD, THE EXTENT OF IMPORT OR EXPORT TO INSURE FINAL GRA: DES AND NOTIFY
PLO
A, INT 60" OUT FROM THE FACE OF THE BUILDING PER TITLE 24 CALIFORNIA STATE HANDICAPPED CODE.
OWNER OF ALL DISCREPANCIES WH;ICH SHALL AFFECT CONTRACTOR'S WORK PRIOR TO BEGINNING WO1 K.
6. CROSS PITCH ON ALL WALKING SURFACES SHALL NOT EXCEED 2%.
2. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY
7. VERIFY SHAPE, HIEIGHT AND LOCATION OF EXISTING STOOPS AND NOTIFY OWNER'S REPRIESENTATIVIE 01F ANY
C01MPACTED FILL PER THIE STRUCTURAL SOIILS REPORT. ALL FILLING, BACKFILLING, RECO:MPACTION, ETC., IS TO B:E
D1 ISCIRE PANIC I ES.
ED PERVISION OF A SOILS ENGINEER.
ACCOMPLISH ONLY UNDER THE SU
8. OWNER'S REPRES: NTATIVE SHALL APPROVE ALL FORMING PRIOR TO POURING OF CONCRETE.
3. EXPORT SOI:L AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPIEN!SE.
9� EN;SURI�E THAT FORM LUMBER IS NEW #2 OR BETTER GRAD: WOOD ON ALL UPGRADED OR ENHANCED
4. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADES.
CONCRETE APPLICATIONS. PREVIOUSLY USED FORM LUMBER SHALL NOT BE USED.
5. CONT CTOR IS RESPONSIBLE FOR ACHIEVING POSITIVE DRAINAGE AT THE FOLLOWING MINIMUM GRA
RA :DIENTS UNLESS
B. CONVEYING:
E i
R E I D AREAS, 2% IN ALL PLANTED AREAS.
OTHE: WIS: NOTED: 1% IN PAV
1 WITH EACH LOAD, PROVIDE TICKET CERTIFYING THE MATERIALS AND QUANTITIES AS WELL AS COMPI IANCE WITH
L
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R
6. A L SUBSU: FACE DRAIN LINES INDICATED ON TH:ESE PLANS SHALL HAV: A MINIMUM ONIE-HALF 01F ONE PERCENT SLOPE
THE APPROVED MIX DESIGN.
CONSTANT TO OUTLET.
1� I -
C. REINFORCIN&
B. PORTLAND CEMENT CONCRETE PAVING:
1. SIEE DETAILS AND TH:IE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT
i B
ALL RE COMM ENDATIO NS FOR CONCRETE SU: -BASE REQUIREMENTS, SUB-GRADE REQUIREMENTS, MIX DESIGN,
STRUCTURAL ENGINEER.
COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. OF ALL PAVING ON GRAD:E GIVEN
D. JOINTING:
B R
WITHIN TH;E PLANS AND SPECIFICATIONS BY UR: AN ARENA A E MINIMUM STANDARDS, CONTRACTOR SHALL VERIFY
I . CONTRAC 1-101N JOINTS (CONTROL JOINTS, SAWCUTS AND TOOLED JOINTS) -
SUB-BASE REQUIREMENTS S-UBL-GPAD:E REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS,
-TRACTION
REINFORCEMENT, ETC, WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER ANWOR PROJECT
i I
A. PLACE SAWCUT AND TOOLED COIN JOINTS IN LOCATIONS IND: CATED ON DRAWINGS.
N
STRUCTURAL ENGINEER. WHEN RECOMMENDATIONS OF THEPROJECT GEOTECHI: ;ICAL ENGINEER AND/O:R PROJECT
B. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CIRCULAR SAW AFTER SLAB HAS ATTAINED ITS INITIAL
STRUCTURAL ENGII: 1EER DIFFER FROM THE REQUIREMENTS GIVEN WITHIN THE PLANS AND SPECIFICATIONS BY URBAN ARENA,
S ET.
THE MORE STRINGENT RECOMMENDATIONS SHALL TAKE PRECEDENCE,
R
C. SIAWCUT JOINT WI:DTH: PE; DRAWINGS. DO NOT EXCEED 3/16 INCH IN WIDTH.
I . SUBMITTALS:
D. DEPTH OF SAWCUTS AND T01OLED JOINTS: 1/4TH DEPTH OF SLAB.
A. BECAUSE CONCRETE COLORS AN�D FINISHES MAY BE ALTERED BY MANY FACTORS INCLUDING CEMENT COLOR,
1. DECORATIVESAWCUTJOINTS: PERDRAWINGS,
SAND COLOR, SLUMP, F11 �ISH::NI:G PRACTICES, AND CURI:NIG METHODS, THE CONTRACTOR SHALL CAST TWO (2) SETS
E. SAWCUT JOINTS IN A STRAIGHT LINE WITH NO OVERCUTTING,
F R -V i
P
0: CONCRETE SAMPLES FO: REVIEW AN:D Ap: ROVAL BY THE OWNER (ONE PRELIMINARY SET OF SAMPLES AN:D ONE
F USE A HAND TOOL TO SAWCUT Up TO VERTICAL EDGES SUCH AS WALLS, STEPS, CURBS AND COLUM! S. Do
I N
FINAL SET OF SAMPLES), SAMPLES SHALL BE CAST FOR EVERY CONCRETE FINISH INDICATED ON THE P: ANS AND
L
NOT OVERCUT INTO VERTICAL SUFACES OR ADJACENT CONCRETE.
1 r-
SHALL CONTAIN JOINT TYPES SPECIFIED ON TH:E PROJECT, I.E. CONSTRUCTION, CONTRACTION (INCLUDING
N 0 i
G, TOOL[ G TO BE D1 NE WHILE CONCRETE IS PLASTIC AND SHALL BE TRUE TO LINE AND PROFILE.
DECORATIVE SAWCUTS), AND, ISOLATION. THE CONTRACTOR SHALL FIRST CAST ONE (1) PR: LIMINARY SET OF
E
H. JOINTING TOOL: SHALL BE 2" WIDE AT SURFACE TAPERED, WITH TOP EDGES ROUNDED TO 1/4" RA:DIIUS.
H E 1 AM JE
SAMM WHLICH S: 'AL:L BE 12" X 12"SQU� RE. PR: L[MIN!ARY S PILES SHALL BE ACCOM: AN; I D BY 8 - 1/2 X 11
0 E
1. TO!O!L OR OTHERWISE FORM GRO V� S IN HANDICAPPED RAMPS IN ACCORDANCE WITH DRAWINGS AND
DOCUMENTATION INDICATING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS APPLICABLE), CURING
TITLE 24 REQUIREMENTS.
METHOD, AND SEALERS THAT ARE TO BE USED BY THE CONTRACTOR. AFTER THE PRELIMINARY SAMPLES AND
2. CONSTRUCTI NTS (COLD J10
I
JO: AND DOWLED CONSTRUCTION JO,I!NTS):
DOCUMENTATION HAVE RECEIVED APPROVAL BY THE 01WNER AND LANDSCAPE ARCHITECT, THE CONTRAC TOR
A, PLACE SAWCUT AND TOOLED CONSTRUCTION JOINTS IN LOCATION'S IND111CATED IN DRAWINGS.
R
SHALL CAST (1) SET 0: 61 X 61 X REQUII: ED THICKNESS SQUARE FINAL SAMPLES. BOTH PRELIMINARY AND FINAL
B, PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CIRCULAR SAW AFTER SLAB HAS ATTAINED ITS
SAMPLES SHALL BE CAST USING THE EXACT CONTEMPLATED MATERIALS AND CONSTRUCTION TECHNIQUES
INITIAL SET.
INCLUDING CONCRETE MIX AGGREGATES, SAND, INTEGRAL COLOR (AS APPLICAB LE), CURING METHODS SEALERS
I
SAWCUT JOINT WIDTH: PIER DRAWINGS. DO NOT EXCEED 3/16 INCH IN WIDTH.
ETC. SAMPLES SHALL BE CAST AT A LOCATION DESIGNATED BY OWNER'S REPRESLENTATIVE, APIPROV: D SAMPLES
E
D. SAWCUT AND TOOL JOINTS IN A STRAIGHT LINE WITH N10 OVERCUTTING.
E
SHALL BE LEFT IN PLACE IF APPROVED BY THE OWNER'S REPRESENTATM . CONTRACTOR SHALL PROTECT SAMPLES
E. USE A HAND TOOL TO SAWCUT U:P TO VERTICAL EDGES SUCH AS WALLS, STEPS, CURBS AND COLUMNS.
R
FROM DAMAGE 0: LOSS APPROVED FINAL SAMPLES WILL BE THE STANDARDS FOR CONCRETE WORK.
iE
NO CUTTING INTO VERTICAL SURFAC S WILL BE ALLOWED.
i F i
B. STATEMENT 0: MIX DESIGN: SIUBMIT (1) COPY OF STATEMENT OF MIX DESIGN PREPARED BY BATCH PLANT SERVICING
3. ISOLATION JOINTS (EXPANSION JOINTS):
PROJECT FOR EACH LOAD DELIVERED TO PROJECT. STATEMENT OF MIX DESIGN TO CONTAIN FOLLOWING
A. LOCATION AS SHOWN IN DRAWINGS BUT GENERALLY BETWEEN V! RTICAL AND HORIZONTAL SURFACES, I.E.
E
INFORMATION-
HORIZONTAL SLABS AGAINST WALLS, COLUMNS AND STEPS.
F E
I NAME,,ADDRES:S AND TELEPHONE NUMBER 0: BATCH PLANT P'R: PARING STATEM: NT OF MIX DES: GN.
E. INTEGRAL COLOR CONCRETE:
2. DATE OF MIX DESIGN.
1 INTEGRAL COLOR FOR CO;NCRE 'Ic SHALL BE AS SPECIFIED ON PLANS.
3. PROJECT LOCATION.
E
2. USE OF AN ADMIXTURE SHALL NOT RELIEV: THE CONTRACTOR OF THE DESIGNATED CONCRETE STRENGTH
4. CONTRACTOR REQUESTING LOAD DELIVERY.
REQUIREMENTS.
5. MIX DESIGN NUMBER.
3. AIR ENTRAINMENT: DO NOT EXCEED 2/co.
6. INTEGRAL COLOR USED.
4� SHRINKAGE REDUCING: DO NOT EXCEED 2% BY WEIGHT OF CEMENT.
7. GRADATIONS FOR SAND AN: AGGREGATE.
8. MATERIAL WEIGHTS, SPECIFIC GRAVITY, AND ABSOLUTE VOLUMES,
F. FINISHING-
9. BASIS OF TESTI:N!G, I.E. U:�BC 2605 D4 AND TITLE 24 2604 D4,
I WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH AS REQUIRED BY THE DRAWINGS OR AS
10. WATER/CEMENT RATIO.
DIRECTED BY OWNER'S REPRESENTATIVE.
11. PSI RAT'ING,
2. "ACID ETCH" FINISH-.
12. SIGNATURE 01F TESTING LABORATORY MANAGER.
"ACID ETCH" FI:NISH SHALL BE ACHIEVED THROUGH THE USE OIF "GRACE TOP-CAST" GRADE 03 WATER BASED
i I
-13. SIGNED STAMP FROM REGISTERED PROJECT STRUCTURAL �ENGIN!IEER OR ARCHITECT,
P �R U
TO! -SURFACE RETARDE: AS MAN: FACTURED BY GRACE CONSTRUCTION PRODUCTS (877-423�-64191
2. TESTING.-
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WWW.GRACECONSTRUCTION.COM). INSTALL ''GRACE TOP-CAST" PER MANUFACTURER'S SPI CIFICATI;ONS. "ACID
ETCH" TEXTURE SHALL BE CON:SIST� NT THROUGHOUT THE PROJECT ACROSS ALL CONCRETE POURS.
i
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT FLATWORK COMPLIES WITH APPLICABLE CODES AND
REGULATIONS OF MINIMUM WET AND DRY SLIP COEFFI& NT STANDARDS OF SAFETY FOR GOVERNMENTAL
3. "SAND BLAST'' FINISH:
AGENCIES HAVING JURISDICTION. BOTH SAMPLES AND FINISHED FLATWORK SHALL BE TESTED.
"SAND BLAST'' FINISH SHALL BE ACHIEVED THROUGH TH!: USE OF "GRACE TOP-CAST" GRADE 05 WATER BASED
B. ALL CEMENT, AGGREGAT E. REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES
TOP-SURFACE RETARDER AS MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS (877-423-64:911
OF TEST REPORTS SHALL BE FU!RN:ISHED TO THE OWNER'S REPRESENTATIV: UPON REQUEST.
E
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WWW.GRACECONSTRUCTION.COM). INSTALL "GRACE TOP-CAS7 PER MANUFACTURER'S SPECII ICATIONS.
"SAND BLAST" TEXTURE SHALL BE CONSISTENT THROUGHOUT THE PROJECT ACROSS ALL CONCRETE POURS,
3. QUALITY ASSURANCE:
4. BROOM FINISH:
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A. IN ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND REGULATIONS OIF GOVERNMENTAL AGENCIES
IMMEDIATELY AFTER CONCRETE HAS B�EEN TROWELED AND JO:INTS HAVE BEEN FORMED, BROOM FINISH WITH
HAVING JURISID:CTION, CONTRACTOR SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THlE STANDARD
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MEDIUM STIFF BRISTLEBROOM.
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SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTI: ES. WHIERI THESE REQUIREMENTS CONFLICT WITH
N
TH:IS SPECIFICATION. COMPLY WITH THE MORE STRING:E: T PROVISIONS.
- ------ -----
RECYCLED WATER IRRIGATION SYSTEM NOTE
RECYCLED WATER POINT OF CONNECTION TO BE INSTALLED
I I I
DURING THE ONSITE CONSTRUCTION PHASE - SEE 4TH & HAVEN
ONSITE I IGATIOIN PLANS PREPARED BY URBAN ARENA.
ED
RECYCLED WATER METER TO BE CONSTRUCTED PIER APPROV:
PRECISE GRADE PLANS
M
. . . . . . . . . .
777,
NJ
a. 1 01"!
or
IRRIGATION
SCHEDI LE
SYMBOL
MAN UFACTURE:R/MO DEL/DES CRIPTION
RAIN BIRD GB-R
1 1-1/4 11-1/2, AND 2" BRASS ELECTRIC REMOTE CONTROL
VALVES. GLOBE CONIFIG URATION, RECLAIMED WATER
COMPATIBLE WITH EPDM DIAPHRAGMS AND
C HLORINE-R ESISTANT:PARTS ANDPURPLE HANDLE COVE
INCLUDED TO DESIGNATE NON-POTABLE WATER.
H U
: NTER HQ-44LRC-AW-R
QUICK COUPLER VALVE, PURPLE RUB'BER LOCKING COVE
I R FOR
RECYCLED WATER USE. RED BRASS AND STAINLESS STEEL, WITH I
ET, 2-PIECE B4Of
. E : PT FILET,
N DY ACM K E Y WITH AN TI- TATIO N
RO
WINGS.
IIII 0 T-1 13 - LINE SIZE
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL HANDLE,
SAME SIZE AS! MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE
RANGE - 11411- 311
RECYCLED WATER SIGN
SIGN PER NOTE 7 OF CITY 0F ! 111T LANDSCAPE IRRIGATION
RI YCLED WATER NOTES SHEET L2.02
MASTER VALVE
SHOWN FOR REFERENCE ONLY - SEE ONSITE IRRIGATION PLANS
BY URBAN ARENA FOR MANUFACTURE, MODEL NUMBER & DETAILS
zt�
PRESSURE RED ICING VALVE
SHOWN FOR -'REFERENCE ONLY - SEE ONSITE IRR[ ATI ON PLANS
G
BY URBAN ARENA FOR MANUFACTURE MODEL NUMBER & DETAILS
RECYCLED WATER METER 211
CITY OF ONTARIO
1: RIGATION LATERAL : LINE: PURPLE PVC- SCHEDULE 40
PVC SCHEDULE .40 IRRIGATION PIPE, ONLY LATERAL TRANSITION
PIPE SIZES I AND ABOVI ARE INDICATED ON THE PLAN,
E WITH ALL
4
OTHERS BEING 3,/ I IZE,
N S
I SIZE rya.
, IRRIGATION MAINLINE. PURPLE PVC SCHEDULE 40 AND CLASS 315
PVC SCHEDULE 40 TO 1-112, PVC CLASS 315 SD: R 13.5 FOR PIPES
2" AND LARGER.
PIPE SLEEE V : PURPLE PVC SCHEDULE 40 - 2X THE DIAMETER O:F THE
PIPE BEING SLEEVED - SLEEVES UNDER ROADWAYS SHALL BE
INSTALLED AT A DEPTH OF, 316"
Va:lve Callout
Valve Number
#
Control ler ID
#
GPM
Valve Size
PSI DETAIL
A. SHEET L2.1 I
B & C. SHEET L2.1
30 A & D, SHEET L2.1 2
Xj
FROM CENTER : AVE. TO HAVEN AVE. DWG. N0.
W7
ro
v
A
S
No_l��SIuN,_D
F
E
VALVE N DI;NG
FIRRIGATION ITEM:
BRANDING:
AIR RELIEF VALVE
AR - A
BALL VALVE
BV - A
CONTROL VALVE
RCV - A#
FLOW SENSOR
FS -A
FLUSH VALVE
FV - A
DMR, MON
GV - A
v
A
S
No_l��SIuN,_D
F
E
VALVE N DI;NG
FIRRIGATION ITEM:
BRANDING:
AIR RELIEF VALVE
AR - A
BALL VALVE
BV - A
CONTROL VALVE
RCV - A#
FLOW SENSOR
FS -A
FLUSH VALVE
FV - A
GATE VALVE
GV - A
MASTER VALVE
MV - A
P.O.C. ASSEMBLY
PAC - A
PRESSURE REDUCER
PIR - A
PULL BOX
P:B - A
QUICK COUPLER
QC -A
REMOTE CONTROL VALVE
:DR'I:P ZONE KIT
CONTROLLER I. D.
RCV - Al
1 "-2" AIR SPACE BETWEEN
STATION NUMBER
QUICK COUPLER
Q C - A*--
CONTROLLER WIRES
CONTROLLER 1,D.
R M
ECO' MENDEDBY.-
Lie "L
0
R MOTE CONTR L VALV
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IC K .aa
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k
,,. UlLL"R
0
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VALVE BOX W/ LOCKING LID
BOX HEIGHT ABOVE FINISH
GRADE VARIES (SEE IRRIGATION
SPECS)
REMOTE CONTROL VALVE
EXPANSION CURLS WITH
WATERPROOF WIRE
CONNECTORS AT SPLICES (SEE
IRRIGATION SECS}
PVC MALE ADAPTER
PVC LATERAL TO SPRINKLERS
ANGLE TO SPECIFIED DEPTH W1
45 ELLS
:DR'I:P ZONE KIT
2" LAYER OF PEA GRAVEL LEAVE
1 "-2" AIR SPACE BETWEEN
8OTT01M OF VALVE AND TAP
OF PEA GRAVEL
CONTROLLER WIRES
PVC SCH 80 THR EADIED NIPPLE
PVC SCH 80 UNION
J=o)
FINISH GRADE
ISOLATION VALVE
PVC ELL
PVC NIPPLE, LENGTH AS REQ.
PVC MAINLINE FITTINGS
RECYCLED WATER ID. TAG
NOT TO SCALE
an
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Jia
IC K .aa
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k
,,. UlLL"R
0
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VALVE BOX - HEIGHT ABOVE FINISH GRADE VARIES
SEE IRRIGATION SPECIFICATIONS
RECYCLED WATER ID. TAG
NOT TO SCALE
. ...... ... .. ... . ..
sz
1.
N.T.S
30-INCH LINEAR LENGTH OF WIRE, COILED
ISOLATION VALVE
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC SCH 40 ELL
PVC SCH 8:0 NIPIPLE (2" LENGTH HIDDE N)
AND PVC SCH 40 ELL,
PVC SCH 40 TEE OR
ELL
PVC SCH 40 PIPE (LENGTH AS RECD.}
WATERPROOF WIRE CONNECTION (TYP,)
VALVE BOX, SEE IRRIGATION SPECS. FOR
BOX TOP HEIGHT ABOVE FINISH GRADE
MULCH LAYER
FINISH GRADE
:DR'I:P ZONE KIT
lr u1
VALVE BOX - HEIGHT ABOVE FINISH GRADE VARIES
SEE IRRIGATION SPECIFICATIONS
RECYCLED WATER ID. TAG
NOT TO SCALE
. ...... ... .. ... . ..
sz
1.
N.T.S
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C. SERVICE MANUALS, KEYS, EQUIPMENT, AND GUARANTEES:
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1 - CONTI CTOR SHALL SUBMIT TWO (2) SERVICE MANUALS FOR. 1: RIGATION EQUIPMENT TO OWNER'S REPRESENTATIVE,
RA R
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as 11NSTA 1.A, 10N PRO, E `U a
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PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES AND TRANSPORTATION AND ALL OTHER ITEMS
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MANUALS MAY BE LOOSE LEAF AND SHALL CONTAIN COMPI ETE DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING
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A. GEN: ERAL. I
-
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NECESSA: Y TO PERFORM ALL IRRIGATION WORK AS INDICATED AND SPECIFIED ON PLANS :PRE PARED BY URBAN ARENA,
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COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. OPERAI
-ION
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I :S CONTRACT INSTALL IIN ACCORDANCE WITH MANUFACTURER'S
1. IF NO DETAIL IS PROVIDED FOR WORK UNDER THI f
I K
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INCLUDING ALL RECORD DR.AWINGS, REDUCED DIAGRAMMATIC PLANS, GUARANTEES, AND SERVICE MANUALS, WO!R: SHALL BE
I N -1 HOUT SPECIAL ZED KNOWLEDGE.
INSTRUCTIO: S SHALL BE SIMPLE ENOUGH TO BE UNDERSTOOD WI I
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RECOMMENDATIONS OR RECOMMENDED STANDARD PRACTICE. SUBMIT RECOMMENDED PROCEDURES TO OWN:ER'S
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COMPLETED IN AN EFFICIENT AND SATISFACTORY MANNER TO TH:E HIGHEST WORKMANLIKE STANDARDS ESTABLISHED FOR
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2. CONTRACTOR SHALL SUBMIT TWO (2) SETS 01F KEYS P R EACH CONTROLLER. A COPY OF THE EQUIPMENT
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REP� LESENTATIVE BEFORE PROCEEDING WITH WO: K.
�R R
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SPRINKLER INSTALLATION AND OPERATION.
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GUARANTE: S SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE.
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2. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. VALVES AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN
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21. GIENERALC-0- �� I D-17-10INIIS-0 I
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3. THE CONTRACTOR SHALL SUPPLY THE FOLLOWING TOOLS:
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PLANTING AREAS. PIPING SHALL BE'LOCATED ALONG THE INSIDE EDGES OF PLANTING AREAS EXCEPT WHERE NOT
A.
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CONTRACTOR SHALL VERIFY ALL CONDITIONS INDICATED ON TH:E PLANS. CONTRA: TOR SHALL NOTIFY OWNER'S
DISASSEMBLING AND ADJUSTING EACH TYPE OF
A. TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, f
FEASIBLE TO DO SO�
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REP!: ES: NTATIVE IN WRITING OF ANY DISCREPANCIES'IN THE PLANS AND FIELD CONDITIONS PRIOR TO THE
'
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SPRIN: LE:�R AND VALVE ON THIS PROJECT.
K
B. WATER SUPPLY.-
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COMMENCEMENT OF WORK. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR
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B� ONE (1) QUICK COUPLER KEY AND MATCHING HOS`E SWIVEL FOR EACH TYPE 0: QUICK COUPLING VALVI INSTALLED.
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I , CONNECT IRRIGATION SYSTEM TO POINT OF CONNECTION (POC) AT APPROXIMATE LOCATIONS SHlOWN ON'
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FROM GAINING COMPENSATION FOR REQUIRED CHANGES.
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5 . WATE UIPPLY-
DRAWINGS.
B.
CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXISTENCE, LOCATION AND SIZE OF UTILITIES AN�D
��
A. GENERAL:
2. ALLOW FOR MINOR CHANGES AT POC CAUSED BY ACTUAL SITE CONDITIONS.
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SERVICES PRIOR TO BEGINNING WORK.
'
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1 � WHEN THE PROJECT IS SERVED BY RECYCLED WATER AND IS ALSO SERVED BY POTABLE WATER SYSTEMS AND PIPING, THE
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3. VERIFY AVAILABLE WATER PRESSURE AT EACH METER LOCATION PRIOR TO COMMENCING CONSTRUCTION OF
C.
THE IRRIGATION DESIGN AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE,
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EXPOSED PORTIONS O:F TH:E PIIPIELIN:ES SHALL BE PAINTED. BANDED OR MARKED TO DISTINGUISH CLEARLY WHICH IS
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IRRIGATION SYSTEMS. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF PRESSURE IS NOT THAT WHICH IS
I
BEFORE PROCEED,ING WITH WORK, CHECK AND VERIFY SITE DIMENSIONS.
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USED FOR POTABLE WATER AN:D WHICH IS USED FOR IiECYCLED WATER. IN ADDITION, ALL N:EW UNEXPOSED PIPES
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INDICATED IN THE DRAWINGS, OR IS NOT SUFFICIENT TO 01PERATE SYSTEMS AS DESIGNED. IF NOTIFICATION IS NOT
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D.
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DO NOT INSTALL THE IRRIGATION SYSTEMS WHE N UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN
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INSTALLED ON ANY SUCH PROPERTY SHALL BE SIMILARLY PAINTED,BONDED OR MARKED. ALL RECYCLED WATER OUTLETS
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I I E I IRED REVISIONS.
PERFORMED THE CONTRACTOR SHALL ASSUME RES: 1ONS: B LITY FOR ANY RI Q:U
P I I I '
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AREAS OR DIMENSIONS EXIST. IMMEDIATELY BRING- DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
R 0 G �_
SHALL BIE POSTED WITH BILINGUAL P: ECAUTII NARY Sill NS. MAIN SHUT-OFF VALVES SHALI BE CLEARLY IDENTIFIED TO
C. ELECTRICAL SUPPLY-
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IF NOTIFIC-ATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REQUIRED REVISIONS AND
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-
DISTINGUISH BETWEEN RECYCLED WATER AND POTABLE WATER.
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1 � COI NECT POWER AND CONNECTIONS TO TH:E AUTOMATIC CONTROLLER AS INDICATED ON THE DRAWINGS.
COSTS,
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2. ALL CONNECTIONS TO RECYCLED WATER SYSTEMS SHALL BE IDENTIFIED IN SUCH A MANNER AS TO DIFFERENTIATE THEM
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2. CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND O:RDINAN:L1_ E ID .
P I
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CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION WORK TO AVOID CONFLICTS WITH PLANTING, UTILITIES,
I
FROM CONNECTIONS TO POTABLE WATER SYSTEM. �
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3. CONTRACTOR SHALL COORDINATE WITH OWII AND OTHER TRADES TO HAVE POWER AVAILABLE TO THE
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ENGINEERING AND ARCHITECTURAL FEATURES. CONTRACTOR I:S RESPONSIBLE FOR COORDINATING HIS WORK WITH
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3. NO CROSS-CONNECTIONS BETWEEN POTABLE WATER AN: RECYCLED WATER ARE PERMITTED.
D
CONTROLLERS WHEN NEEDED.
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OTHER TRADES. �
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61. GUARANTEE.
-
D. TRENCHING:
F.
CONTRACTOR SHALL PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS.
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THE SITE SPRINKLER SYSTEM, INCLUDING WORK DO: E UNDER THIS CONTRACT SHALL BE GUARANTEED IN WRITING AS TO
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1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIIPIE TO AN EVEN GRADE.
G.
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CONTRACTOR SHALL APPLY AND PAYFOR NECESSARY PERMITS AND FEES REQUII ;ED IN PURSUIT OF WORK AS REQUIRED BY
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MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEAR
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FOLLOW LAYOUT INDICATED ON DRAWINGS.
::
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GOVERNING CODES.
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FOLLOWING THE DATE ENDING OF THE S: ECIFIED MAINTENANCE PERIOD. THE OLWNER'S REPRESENTATIVE SHALL DETERMINE
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2. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS INDICATED
H.
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� ,: ULES ANDREGULATIONS GOVERNING 0: RELATED TO A PORTION 0: THIS WORK
LOCAL, MUNICIPAL AN:D STATE LAWS R F
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� I CIFIED 1: R:GAT�ON WORK. IMMEDIATELY REPAIR DAMAGE TO THE SYSTEM AND SITE
THIS DATE AFTER REVIEW OF THE SPI:E R I
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P I R I I �E I G
1: N PI: E D:EPTH SECTION UINDIE: THI: IRRIGATION P P: AND FITTIN: S HEADING.
ARE HEREBY MADE A PART OF THESE SPEC I FICATIOiNS .
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CAUSED BY FAULTY MATERIALS OR WORKMANSHIP AT NO COST TO THE OWNER. PROVIDE INSTRUCTION TO THE OWNER
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1 FINISH GRADE OF ALL TRENCHES MUST CONFORM TO ADJACENT GRADES WITH1 UT DIPS, SUNKEN AREAS, HUMPS OR
1.
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CONTRACTOR SHALL KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO
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REPRESENTATIVE AND FUTURE MAINTENANCE PERSONNEL IN! THE OPERATION OF THE IRRIGATliON SYSTEMS. THE OWNER
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OTHER IRREGULARITIES.
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WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM CLEAN A: L PAVED AREAS.
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R: TAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRACTOR'S GUARANTEE OBLIGATIONS. IN
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E. IR: IGATION PI:PE AN:D FITTINGS:
J.
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CONTRACTOR SHALL NOTE ALL FINISH GRADESBEFORE COMMENCING WORK. RESTORE FINISH GRADE CHANGED DURING
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THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNEIR'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE
I . ASSEMBLIES:
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COURSE Of THIS WORK TO 0: I:GINAL OR INTENDED CONTOURS WHERE PRACTICAL.
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WITHIN A TIMELY MANNER THE OWNER MAY MAKE SUCH R�
f � :EPAIRS AS HE MAY D: EM NECESSARY AT THE FULL EXPENSE OF THE
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A. INSTALL NO MULTIPLEASSEMBLIES, ,PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET.
K.
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NO DEVIATION FROM PLAN'S AND SPECIFICATIONS IS AUTHORIZED, UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM
� �
CONTRACTOR.
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B. PVC TO METAL CONNIE: TION SHALL B: BY PVC MALE THREAD ADAPTER FITTING SCREWED INTO METAL FEMALE
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THE OWNER'S REPIRESENTATIVI OR HIS APPOINTED REPRESENTATIVE IN ADVANCE.
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FITTING, OR BY METAL MALE TH!:,R:: AD ADAPTER FITTING SCREWED INTOPVC FEMALE FITTING,
L,
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THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT REMOVAL AGREEMENT IF REQUIRED FOR ALL IRRIGATION
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�R I &
7o M El 1ALS:
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C. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND PVC TO METAL JOINTS.
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EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY.
A. GENERAL: - I
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R R E
D� REMOVE BUR: S FROM PVC PIPE ENDS PRIOR TO CONNECTING 0: SOLV NT WELDING. USE SOLVENT
- I I I I a
� Cw , I
34 ff� LfDL WATER USE NOTEL&
1 - PROVIDE NEW MATERIALS AND EQUIPMENT OF BEST QUALITY OBTAINABLE, WHICH COMPLY WITH DRAWINGS AND
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MANUFACTURER'S RECOMMENDATIONS FOR CLEANING Pli PR: OR TO,"\ALAKING SOLVENT WELDED
A.
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THE RECYCLED IRRIG ATION SYSTEM SHALL BIE INSTALLED IN ACCORDANCE WITH THE GUIDELINES FOR DISTRIBUTION OF
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SPECI: IICATI:ONS,
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CONNIECTIO: S.
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NON-POTABLE WATER DEVELOPED BY THE AMERICAN 'WATER WORKS ASSOCIATION (AWWA) CALIFORNIA NEVADA SECTION-
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2. NO SUBSTITUTION OF SPECIFIED MATERIALS OR E1QU1 MENT SHALL BE MAD WITHOUT REVIEW BY URBAN ARENA AND
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E. ALL PVC PRESSURE PIPE 2" AND LARGER, SHALL HAVE THI: COI R: CT SIZED CONCRETE THRUST BLOCK INSTALLED AT
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THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOA' D REQUIREMENTS, TITLE 17, CHAPTER 5. AND TITLE 22
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I E 'S RER ESENTATI'VE.
WRITTEN APPROVAL FROM THE OWN' R
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I IF RUNS AND
III AND AT ENDS OF P: P
EVERY ABRU!PT CHANGE OF Al IGNMI NT AT BALL VALVES AT TEES, AT ELBOV I
,L f f
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CHAPTER 3 OF THE CALIFORNIA ADMINISTRATIVE CODE- THE CITY OF ONTARIORULES AND REGULATIONS FOR RECLAIMED
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B. IRRIGATION PIPE AND FITTINGS:
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WHEREVER FIELD CONDITIONS OCCUR WHICH REQUIRE ONE.
WATER USE.
1 . RECYCLED PVC PIPE: -
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F. IRRIGATION CIRCUITS SHALL RUN PARALLEL, OR AS CLOSE TO PARALLEL AS IS PRACTICAL, TO THE CONTOUR LINES.
B.
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ALL OFFSITE AND OINSITE RECYCLED WATER SYSTEM P11 ING SHALL BE IDE: TIFIED AS RECYCLED WATER IN ACCORDANCE
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A. PIPE SHALL BE PURPLE COLORED PVC MATERIAL MEETING ASTM-D1 784, TYPE I GRADE 1. PVC-1 120 CELL CLASS
I
2. PIPE DEPTHS-
WITH THE PROVISIONS OF THESE RULES AND REGULATIOI S,
N
12454-B SPECIFICATIONS.
D:EPTH OF PIPE SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS FOLLOWS UNLESS
C.
11
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WHERE RECYCLED WATER USE AREAS CO: TAIN POTABLE AND RECYCLED WATER PIPING, THE POTABLE WATER �PIPIING SHALL
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B, ALL PLASTIC PI:PE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THIIE FOLLOWING INFORMATION:
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INDICATED DIFFERENTLY ON DRAWINGS OiR AS PER CITY OR COUNTY CO: ES OR: EQUIREMENTS:
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ALSO BE IDENTIFIED IN ACCORDANCE WITH THE PROVISIONS OF THESE RULES AND REGULATIONS.
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MANUFACTURER'S NAME, NOMINAL PIPE SIZE. SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL AND
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A. COMME: CIAVINDUSTRIAL REQUIREMENTS:
D.
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THE CITY SHALL BE NOTIFIED 24 HOURS PRIOR TO START OF ANY CONSTRUCTION. NO CONSTRUCTION SHALL START
DATE OF EXTRUSION,
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1. PLANTI,N1G AREAS: I
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WITHOUT THE CONSENT OF THE CITY OF ONTARIO.
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C. A WARNI: G MUST BE IMPRINTED ON -ALL RE: YCLED WATER PRESSURE AND NON PRESSURE SE: VICE PIPES
E.
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THERECYCLED IRRIGATION SYSTEM INCLUDING OFFSITE AND O'NSITE FACILITIES SHALL BE SEPARATE AND INDEPENDENT OF
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CONTINUOUSLY AND PERMANENTLY ON TWO SIDES WITH THE FOLLOWING INFORMATION IN 5/8'' BLACK LETTERS:
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NON-PRESSURE LINES - 12" OF COVER
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ANY POTABLE WATER SYSTEM. CROSS -CON NECTIONS BETWEEN RECLAIMED WATER LINES AND POTA: LE WATER LI;N:ES ARE
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"CAUTION: RECLAIMED WATER - DO -NOT DRINK" AND ''PELIGRO: AGUA IMP: RA - NO BIEBER''.
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PRESSURE LINES - 18" OF COVER
1
2. PAVED AREAS:
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STRICTLY PROHIBITED.
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D. PVC PRESSURE LINES TO BE INSTALLED UNDERGROUND:
NON-PRESSURE LINES IN SLEEVES - 30" OF COVER
F.
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THE CITY OF ONTARIO WILL INSP: CT TH:E CONSTRUCTION OF CUSTOM: R FACILITIES THAT WILL USE OR RECEIVE RECYCLED
1. ALL PIPE 2" AND LARGER SHALL B:E CLASS 31 5
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PRESSURE LINES IN SLEEVES - 36" OF COVER
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WATI R TO V: RI: Y THAT TH: CUSTOMER FACILITIES ARE CONSTRUCTED IN CONFO: MANCE WITH TH: PLANS AND
2. ALL PIPE SIMALLER THAN 2" SHALL B:E SCH 40
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ELECTRICAL WIRES IN SLEEVES - 36'' OF COV R
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SP: CIFICATIOINS. INSPECTION TIMES WILL BE ESTABLISHED AT THE PR:: JOB M: ETING.
3. FITTINGS SHALL BE SCH. 40.
G.
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AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DON:E BY TH:E CITY 0: ONTAR110 WATER DISTRICT. INSPECTION
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E� PV:C NON -PRESS URE LINES TO BE INSTALLED UNDERGROUND:
3. LINE CLEARANCE:
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REPORTS MUST BIE FORWARDED TO NON-INSPECTING PARTIES.
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I . ALL PIPE SHALL BE CLASS 200.
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A. POTABLE IRRIGATION LINES SHALL HAVE A CLEARANCE OF 6 f
H.
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THE IRRIGATION SYSTEM SHALL OPERATE BETW� EN TH!E HOURS OF 9:00 P�M. TO 6:01: A.M. THE FOLLOWING MORNING, OR
;E �
2. FITTINGS SHALL B:E SCH. 4:0. 11,
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OTHER TRADES.
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�-
AS ALLOW: D BY THE CITY OF ONTARIO.
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F. PVC FITTINGS, SOLVENT WELDED TYPE PVC S:CH 40, TYPE 11 NSF APPROVED, SHALL CONFORM TO ASTM TEST
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B. PARALLEL IRRIGATION LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER OR AGAINST THE SIDES OF THE
f
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THE CONTRACTO! SHALL IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-0: F, POOLING AND PONDING. THE
� �
PROCEDURE D 2466.
TRENCH.
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APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. CONTROLLER OPIE: TIION TIMES MUST BE
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I I I I SIZE APPLICABLE
G� PVC FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK MATERIAL DESIGNATION, /
I
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I I I :E RRIGATION WATER PIPELINE SHALL BE
C. A MINIMUM TEN F010T HORIZONTAL SEPARATION OF THI RECYCLED 1:
I I I R E
ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PI OCEDUR: MAY BE
I �
I.P.S. SCHEDULE AND NSF API ROVAL.
P
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I R RAII: PI!PE.
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MAINTAINED AT ALL TIMES FROM A POTABLE WATER PilPiE SANITARY SEWER PIPE, 0 STORM D
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FACILITATED BY THE EFFICIENT SCHEDULII G OF TH:E AUTOMATIC CONTROL CLOCKS. (I.E., EMPLOYING THE REPEAT
N
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H. ALL SOLVENT SHALL B,E AS RECOMMENDED BY MANUFACTURER OF PIPE FITTING AND AS APPROVED, USE NO
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I I F I E FOO E
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D. THE RECYCLED WATER PIPELINE SHALL BE INSTALLED A MINIMUM 0: 0: T BELOW TH: POTABLE WATER
I
FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION).
I :: - - - �
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SOLV: NT FROM CANS THAT HAVE BEEN OPENED OVERNI:G:
I I I H 1.
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PIPELINE. THE RECYCLED WATER PIP: LINE SHALL ALSO BE 11 STALLED ,IIA MINIMUM OF ONE FOOT A: OVE A SANITARY
J.
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THE CONTRACTOR SHALL ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO PUBLIC FACILITIES, PRIVATE LOTS, STREETS,
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1. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. PVC NIPPLES SHALL BE BLACK IN COLOR.
SEWER,
SIDEWALKS, ETC.
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E. WHEN A POTABLE WATER LIN!I:E AND RECYCLED WATER LINIE CROSS, THERECYCLED LINE SHALL BE INSTALLED WITHIN A
K.
1 I
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CONDITIONS THAT DIRECTLY OR IINDI
' RECTLY CAUSE RUN-OFF OF RECYCLED WATER OUTSIDE THE APPROVED RECYCLED
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2. BRASS PI:PIE AND FITTINGS:
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BRASS PIPIE SHALL BE I.P.S, STANDARD WEIGHT� I.P.S., REGULAR.'85% REDBRASS CONFORMING TO ASITM B143. FITTINGS
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PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 1 0 FEET F: OM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE,
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WATER USE AREA OR CAUSE A PIOINDI:NG OF RECYCLED WATER OR PERMIT WINDBLOWN SPRAY TO PASS OUTSIDE OF THE
f
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SHALL BE WITH STANDARD 125 POUND CAST BRO: ZE THREADED FITTI: G&
FOR A TOTAL OF 210 FEET.
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APPROVED USE AREA, WHIETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, SHALL B: ELIMINATED OR
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F. RECYCLED WATER PIPELINE IS NOT PERMITTED IN TRENCHES USE' FOR POTABLE WATER OR OTHER TRADES.
I
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CONTROLLED TO THE GREATEST EXTENT POSSIBI E WITH THE USE OF THE BEST PRACTICABLE TECHNOLOGY AND
P
3. COI PER PIPE: I I I I,---,
E D N TUBING.
COPPER PIPII SHALL BE S,EAMLESS, TYPE K, HARI DRAW'
I .
4. FLUSHING AND ADJUSTING SYSTEM-
�
METHODOLOGY.
�
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A. AFTER IRRIGATION PIPELINES AND RISERS ARE INPLACE AND CONNECTED, AND P IOIR TO INSTALLATION OF
L.
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THE CONTRACTOR SHALL MO: ITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN
C. IDENTIFICATION TAPIE:
- -
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IRRIGATIO: HEADS, OIPEN THE CONTROL VALVES AN: USE A FULL HEAD 0: WATER TO FLUSH OUT SYSTEM. AFTER
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SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT.
I : I : I I
I E E I CATING TAPE MARKED RIGATION" IN TWO INCH CAPITAL
I . MARKER TAP' FOR SLEEVES SHALL BE M: TALLI:C BACKED LO: 1: 11IR:
I I � �E I I ESSURE TESTED.
- D OFF AND THE SYSTEM PIR
THE SYSTEM IS THOROUGHLY FLUSHED, RISER SHALL BE CAPP;
M.
I I I I IL I
THE CONTRACTOR SHALL INSTALL ALL RECYCLED WATER LINES AND P:OTAB E WATER LINES SO THAT THE IDENTIFICATION
r-
I I 1"
LETTERS EVERY THREE FEET ALONG TH!E TAPE.
I
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B. ADJUST VALVES AND ALIGNMENT AND COVERAGE OF IRRIGATION HEADS. ADJUSTMENTS MAY INCLUDE CHANGES
I iN
:L N
STENCI: 1: G IS ORIENTED TOWARDS THE TOIP OF THE TRENCH. ,
:- I
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2. MARKER TAPE FOR DIRECT BURIAL WIRES SHALL B,E 'RED COLORED ''ALLEN MARKING TAPE" OR APPROVED EQUAL. TAPE
I
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I I I I Oi
I I WITH: UT ADDIT101NAL COST TO THE
I:N NOZZLE SIZES AND DEGREES OF ARC. THIESE CHANGES SHALL BIE MADIE
N.
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THE CONTRACTOR SHALL EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF
SHALL BE 3 '' WIDE,
I I I I - !RIOR T
OWNER. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT P PLANTING OR SEEDING.
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RECYCLED WATER AND THE FACT THAT IS NOT APPROVED FOR DRINKING PURPOSES.
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-
3. RECYCLED WATER WARNING TAPE SHALL BE PURPLE WITH BLACK LETTERING STATING: ''CAUTION: RECYCLED WATER - DO
__
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C. SYSTEMS REQUIRING FLUSHING SH:A: L ACCOMMODATE THE WATER GENERATED BY THE FLUSHING WITHOUT
0.
I I I I
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TH: CONTRACTOR SHALL OBTAIN PRIOR APPROVAL OF ALL PI OPIOSED CHANG� S, AND MODIFICATIONS TO ANY (PRIVATE)
11 I I
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NOT DRINK , AND "PELIGRO: AGUA IMPURA - NO BEBER". TAPE SHALL B: 3 INCH!: S WIDE. TAPE SHALL B: AS
� I
11
I I I I I
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-
EROSION OR DISTURBANCE TO THE PLANTING. W E SHALL BIE CHANNELED INTO ADJACENT DRAINAGE
AAT R
O:N-SITE FACILITIES,
PL I �
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MANUFACTURED BY THOR ENTERPRISES, INC., P.O. BOX450, SUN RARIE, WISCONSIN, 53590, PHONE: (608) 837-7197
I I R
I
STRUCTURES (SWALE, GUTTER, ETC.) WHE: E POSSIBLE.
P .
I
HOSIE BIBS ON RECYCLED WATER FACILITIES ARE STRICTLYPROH111 IT': F)
�
� I ,B: ED.
IR
OR AP'PI: OVEDEQUAL.
i ,� r _r
5. HYDROSTATIC PRESSURE TES 1:
Q.
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NO SUBSTITUTION OF PIIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR WRITTF N APPROVAL OF THE CITY OF ON-71-ARIO.
D. SLEEVING:
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A. NOTIFY OWNER'S REPRESENTATIVE 48 HI S PRIOR TO HYDROSTATIC P: ESSURE TEST. TESTING SHALL OCCUR PRIOR
R I
R.
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THE PROPOSED RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THIESE PLANS SHALL BE SERVICED BY POTABLE WATER
I I I I
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1 , PIPE SLEEVES SHALL BE PVC SCH 410 MINIMUM., I
TO BACKFILLING AND INSTALLATION 0: F ANY VALVES.
I I- I I
: E
UNTIL SUCH A TIME WHEN RECYCLED WATER IS AVAILABLE. NORECYCLED WATER SHALL BI USED UNTIL TH!E SITE HAS PASSED
I
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2. W: EN �ENCLOSI�NIG RECYCLE!, - WATER PIPING THIE PVC SLEEVE S: ALL ALSO SATISFY THE RFQUI: EMENTS FO: RECYCLED
H �4 : - H
/
� : I I IE
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B. NO TESTING SHALL OCCUR, NOR SHALL ANY WATER BIE ALLOWED INTO ANY SYSTEM BEFORE TH::: SOLVENT
A CROSS CONNECTION TEST ANID HAS BEEN APPROVED BY THE CITY 01F ONTARIO,
WATER PIPE,
I I
I �: 11 p
I E L-,f �
MAN U FACTURE R'S RECOMMENDED CURING TIM! HAS ELAPS: `
S.
I
I : �
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I I E
I ; I CITY 01
I D
THIE CONTRACTOR SHALL CONDUCT A CROS:S-CONNECTION TEST AN! A COVERAGE TEST AS DIRECTED BY TH: F
E� VALVES-
� I I ; I �
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C. TEST ALL PRESSURE LINES U:: DER HYD: OSTATIC PRI SSURE OF 125 LBIS PER SQUARE IINICH FOR NOT LESS THAN F01UR
N R
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ONTARIO AND/OR THIE CITY OF ONTARIO WATER DISTRICT, PRIOR TO ANY USE OF RECYCLED WATER.
I I
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1 . REMOTE CONTROL VALVES AND PRESSURE REGULATING REMOTE CONTROL VALVES SHALL BE THE TYPE, SIZE AND
I � I I I
� E
HOURS. TEST ALL NON-PRESSURE LINES UINDI R EXISTING STATIC PRESSURE.
� �
� � 0
iB I 0
41, S,�U` M117TAL
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PERFORMANCE SPECIFIED IN THE IIRRI:GATI:ON LEGEND.
I :�
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D. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL SYSTEM IS PROVEN TO BE WATERTIGHT.
I � I I I L
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CONTRACTOR'S MAINTENANCE PERIOD SH::A: L NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE MET:
I
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: I I -
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2� BALL VALVES SHALL BE THE TYPE SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND,
I
I I I I I I
I I AND OTHER TEST EQUIPMENT.
E, FURNISH NECESSARY FORCE PUMP
A.
RECORD DRAWINGS:
I I I I
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I IN I
3. CHECK VALVES SHALL BE HUI TER HCV-SERI,:Ejc, F.
I
IDENTIFICATION TAPE-
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1 - CONTRACTOR SHALL RECORD WORK AS IT IS ACTUALLY INSTALLED ON AN ERASABLE XEROX'VELLUM BASE OF THE
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4� QUICK COUPLING VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND,
I - � I I
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1 . A SEPARATE RECYCLED WATER WARNING TAP: SIHALL B: INSTALLED TO RUN CONTINUO: SLY 12 INCHES ABOVE PRESSURE
I A I I
IRRIGATION DRAWING, MAKE CHANGES TO XEROX VELLUM BASE IN INK (NO BALL POINT PEN), AND MAINTAIN CURRENT
F. RECYCLED IDENTIFICATION TAG:
!: I
RECLAIMED WATER LINE.
I f I
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RECOIR: DRAW[NGS ON THI SITE. TH:E FINAL ''AS BUILT" REC01RD D: WINGS SHALL BE DRAFTED EMPLOYING A
D RA
I
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I I I I I I
: I I
I I PLAST C I RDS
I - RECYCLED WATE IDENTIFICATION TAGS SHAL: BIE WEATHERPROO: 1: .311 X 411t P: RPLE IN COLOR WITH THE WO: -
. R :L F U
� I ;�
; I : I!
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:IF: E E TIATING THE PRESSURE SUPPLY RECYCLED
2� ALL METHODS OF COLOR CODED IDENTIFICATION AND/OR TAPE D: FER: N
P
COM� ETENT DRAFTSMAN.
I I 11
''CAUTION: RECYCLED WATER - DO NOT DRINK" IMPRINTING ON ONE SIDE, AND ''PELIGRO: AGUA IMPURA - NO B,EBER
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WATER PIPING FROM OTHEI UTILITY LINES SHALL BE CONSISTENT THROUGHOUT THE SERVICE AREA.
R
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2. RECORDDIMENSIONS FROM TWO DIFFERENT PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, CURB
I I I I IE
I I I
ON THE OTH: R S I DE� IM: I I NTI NG SHALL B: PERMAN: NT AND BLACK I N COLOR.
E P;R E
RETURNS, ETC.) FOR THE FOLLOWING ITEMS:
I I I G.
I I I I
I N I I
2. RECYCLED WATER IDENTIFICATIO: TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES, 1207 WEST STRUCK AVENUE
� I
S LEEVES:
I I I
A. WATER METER AND BACKFLOWASSEMBLY �
I U
SUITE E,O: AN::GE,CA.92667 (71�4)771-41420� AP'P:ROVEDEQ: AL.
R R
I I I I z
I I I I F I E
I . SLEEVES SHALL BE A MINIMUM 0: TWO TIMES LARGER THAN PIPE OR WIRE BUNDLE IT ENCLOSES. ONE PIR PER SLEEVE,
B. CONNECTIONS TO EXISTING WATER LINES
G. VALVE / PULL BOXES: I
E I :
PIPE SIZ: SHALL BE 2" MINIMUM. '
I I L
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C. BALL, QU:ICK COU'PI ING AND AUTOMATIC CONTROL VALVES
I I
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REMOTE CONTROL VAiLIE BOXES FOR RECYCLED IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY CARSON (PAR71
�: I
I
; I STALLED P: IOR TO PAVING OR RE-PAVING AND SHALL
2. PI I P SILEEV: UNDER EXISTING O� FUTURE R: I
E E , R PAVING SHALL BE IN,
�ERS ''E" "W"
D� ROUT ING OIF PRESSURE LINES
.
# 1 419 -4 VIOLET).
EXTEND 12" BEYOND EACH SIDE OF PAVEMENT. THE LETT I : FOR ELECTRIC AND I FOR WATER SHALL BE STAMPED
�
�
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OR CHISELED IN THE PAVEMENT DIRECTLY ABOVE THE SLEEVE ON BOTH SIDES OF THE CROSSING,
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E, SOURCE OF EL:�ECTR: CAL POWER FOR CO� TROLLER, LOCATION OF CON:DU!IT AND CONDUCTORS FROM SOURCE
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- - -
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2. BALL VALVE BOXES FOR RECYCLED IRRIGATION SYSTEMS SH: LL BE MANUFACTUR: D BY CARSON (PART #9110-4 VIOLET).
:-
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-
TO CONTROLLER, ROUTING OF ELECTRICAL WIRES, AND SPARE WIR: LOCATIONS
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3. QUICK COUP ING VALV: BOXES FOR RECYCLED IRRI,GATIO!N SYSTEMS SHALL BE MANUI ACTURED BY CARSON (PART
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3. SLEEVE MARKER: METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH 0: ALL SLEEVES, 1211
IF
-
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F. PIPE ANiD ELECTRICAL SLEEVES
#910-4 VIOLET). ��, I
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DI: ECTLY A: OVE SLEEVES.
R B
__
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4. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS
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3. CONTRACT D I R
�
IOR SHALL SUBMIT ONE SET OF COMPLETED RECORI DRA,WINGSTO THE OWNER'S REPRESENTATIVE PI IOR TO
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4. PULL BOXES FOR RECYCLE: IRRIGATION SYSTEMS S: ALL BE MANUFACTURED BY CARSON (PART #91 04 VIOLET).
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THE BEGINNING OF THE SPECIFIED MAINTENANCE PERIOD AND OWNER'S REPR: SENTATIVE SHALL VERIFY COMPLETENESS
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H. SPRINKLER HEADS:
OTHERWISE NOTED.
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PI IOR TO FINAL ACCEPTANCE.
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5. WHEN A POTABLE WATER LINE AND RECYCLED PRESSURE SUIPIPLY WATER LINE CROSIS, THE PRESSURE SUP!PI: Y RECYCLED
B.
CONTROLLER CHARTS:
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D I I EC
SPRINKLER HEA: S SHALL BE OF THE TYPE, SIZE AND PERFORMANCE S:R CIFIED IN THE IR: IGIATIO'N LEGEND.
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LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND I 0 FEET FROM EACH SIDE, FROM THE
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THE CONTRACTOR SHALL PREPARE THE CONTROLLER CHIA: TS AND PLACE THEM IN THE CONTROLLEI S BEFORE
L DRIP EMITTER HEADS:
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CENTER LINE 0: POTA: LE LINE FOR A TOTAL OF 20 FEE 1.
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COMMENCING SERVICE. CONTRACTOR SHALL VERIFY COMPLETENESS OF RECORD Di: INGS WITH OWNER'S
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DRIP EMITTER HEADS SHALL BE OF THE TYPE, S[ZIE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND.
- H.
VALVES: �
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REPRESENTATIVE PRIOR TO Pil I PARING THE CONTROLLER CHARTS. THE CONTROLLER CHARTS SHALL BE PIR: PARED AS
J. RAIN SENSING DEVICE'Si-
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1 . REMOTE CONTROL VALVES AND PRESSURE REDUC: NG REMOTI CONTROL VALVES:
FOLLOWS:
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RAIN SENSING DEVICES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND.
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A. VALVES SHALL B,E LOCATED IN SHRUB PLANTING AREAS ON:LY.
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1 . PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THIE
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K� MOISTURE SENSING DEVICES: �
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B. VALVES & ALL BIE GROUPED TOGETHER WHE: EVER POSSIBLE AND INSTALLED IN INDIVIDUAL VALVE BOXI�ES.
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CONTROLLER. THE CHART MUST SHOW CLEARLY ALL AREAS UTILIZING RECLAIMED IRRIGATION WATER AND POTABLE
I- I __
- -
MOISTURE SENSING DEVICES SHALL BE THE TYPIE,,SIZE AND PERFORMANCE SP:ECIFI:' : HE IRRIGATION LEGEND.
C. WHERE THE PRESSURE AT THE REMOTE CONTROL VALVE EXCEEDS 80 P.S.I. (DUE TO ELEVATION DROPS. ETC.). A
IRRIGATION WATER. THIE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW,
I
L. CONTROL WIRING:
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PRESSURE REDUCING VALVE SHALL BE USED TO REDUCE PRESSURE TO DESIGN LEVELS.
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2. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. THE LIN:E WEIGHTS AND LETTERING ON
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1 . USE DIRECT BURIAL COPPER WIRE AWG-U.F. 6010 VOLT, SINGLE CONDUCTOR SOLID COPPER PLASTIC INSULATED CABLE
f
D. VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THIE PRESSURE
THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE.
D
RATED FOR DIRECT BURIAL APILICATION, U.F., U.L. APPROV-ED 14 GAUGE (MIINIIMU:M) PILOT AND SPARE WIRES, 12 GAUGE
RECOMMENDED BY THE HEAD MANUFACTURER. VALVES SHALL BE ADJUSTED SO A UNIFORM DIST RIBUTIOIN OF
3. THE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH
(MINIMUM) FOR COMMON GROUND RETURN WIRE. WIRE COLOR AS FOLLOWS: COMMON WIRE SHALL BE WHITE,
WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM.
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RECOMMENDED SY�
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PLANT SCHEID-ULE
TREES
SHRUBS
+
PLANTING NOTES-
LONICERASEM: ERVIRENS "LEO' TRUMPET HONEYSUCKLE 1 GAL 36 O.C.
BALLERINA INDIAN HAWTHORN
5 GAL 3611 O.C.
&MINIMUM CLEAR
DE PER THE CITY 0:
N G
! NUMBER 1109.
34+0(
City of 0,: tar 0
tic Tree' Protec- : onst: u ion
Exisfinig trees s h: al I be identified and preserved with protective fencing to for a Plrotected
iR e
n U
Root Zoi e (P: Z). This alrea encirc:es the tre at the o ter most edge of the canopy and
,,ro its
I e n
protects the roots g winlg typica:l:liy wlthlln the top 1 8"-24"of the soll. The PRZ is d fi:: by i
critical root radius." It is more accurate than the drip!lire for determining the PRZ of trees. To
U
calculate critical ro,ot radius, meas: re the tree's dilam-eter (dbh) 4.5 feet above the ground,
r
ow tor :1 TO 1 .5 feet of critical root radlus. If a tree's dbh is
Measured t n inches. For each inch, al I
te n inch , its critical root radius is 10 to 15 feet.
} t ti fencin: shall be installed prior to a�ny earthwork and ulnitil work is co,mplete. Fencing
9
:r ti t in heig: t and inis,tall'ied at the ou!ter most ed:g-:e of the canlopy or
u ee
shall be three feet to fo
or
P rote c ted Ro,ot Zone (PIRZ). The temporary fencing s: all be c: ain Ii enci
nk f:nig Wither
U sl
n
V Tree Protection Zo!l e D f gns on the PRZ fe2nicing-
appro ed: durable m,ate,nal. Post
elz u i
construction oi sty 9 i n: pment is alloweld within the Protected Root Zo: including
U amage the roots.
f o rn pa
heavy eq ipment that will C, ct a:nd d:
.
1 u:d n g
4 No dispos al of construction materials o: by p r oducts inc: 1 i paint, plaste r or chemical
solutions is all Iloweld within the Protected Root Zone.
TOPSOVIMPOIRT SOIL:
3 PARTS BY VOLUME
ORGANIC AMENDMENT/ COMPOST:
I PART BY VOLUME
TRI-C HUMATE PLUS:
6 LBS.
TRI-C IRON W/ MICRONUTRI:ENTS:
2 L
AG: 1CULTURAL GYPSUM:
5 LBS�
COMMERCIAL FERTILIZER 6-20-20:
2 LBS.
,�'i�p glll
17 -
XED BY..
WIE
x
/�201 5