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SHEET #SUBJECT
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PEDESTRIAN CROSSWALKBICYCLE RACK
BICYCLE RACK DETAIL
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Allan Block Isometric Section View
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SANITARY SEWERS AND STORM SEWERS
REQUIREMENTS FOR WATER MAINS,
MINIMUM CROSSOVER AND SEPARATION
UNDERDRAIN
DATA TABLE
STR. NO. 4
CLEANOUT IN PAVEMENT DETAIL
UTILITIES NOTES
STR. NO. 5
STR. NO. 6 STR. NO. 7 STR. NO. 8 STR. NO. 9 STR. NO. 10
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800
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ALLAN BLOCK SECTION A-A
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10+00 11+00 12+00 13+00
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ROCK CHUTE
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PVC AND HDPE PIPE
FLEXIBLE PIPE BEDDING DETAIL
PRECAST CONCRETE END SECTION DETAIL
LONGITUDINAL SECTION
SECTION Z-Z
SECTION Y-Y
PLAN VIEW
Z
Z
Y
Y
SLOPE DETAILSTANDARD ASPHALT SECTION
STANDARD CLEANOUT DETAIL
PLAN
ELEVATION
SERVICE CONNECTION FOR SHALLOW SEWERS
MODIFIED CURB RAMP TYPE 'K'
DETAIL OF RAMP GROOVES
TOOLED RIBBING DETECTABLE WARNING DETAIL
CONCRETE SIDEWALK
MONOLITHIC CURB AND SIDEWALK
RECREATIONAL PATH SECTION
MI
S
C
E
L
A
N
E
O
U
S
D
E
T
A
I
L
S
RCP TRENCH DETAIL FOR CITY STORM SEWERS
INLET TYPE 'J'
ELEVATION VIEW
PLAN VIEW
TYPICAL CONCRETE PAVEMENT SECTION
STORM MANHOLE TYPE 'A' DETAIL
(FOR PIPE SIZES 12" THRU 24")
UNDERDRAIN DETAIL
146TH STREET
RIVERROAD
Scale 1" = 40'
20'80'40'0'
PLANTING LEGEND
TREES
SYRE Syringa reticulata 'Ivory Silk'2" cal., B&BIvory Silk Japanese Tree Lilac
BOTANIC NAMESYMBOL COMMON NAME SIZE
Per plan 5
SPACING QUANTITY REMARKS
Landscape Designers & Consultants
(800) 680 6630
2500 CityWest Blvd, Ste 300
Houston, TX 77042
www.landscape-consultants.net
RIVER
ROAD
SHOPS
-
BUILDINGS
2
&
3
&GXGNQROGPV%QPUWNVCPVU
6TCPURQTVCVKQP
1-800-382-5544 or 811
LA21300010
STATE OF
PERIMETER LANDSCAPE
STREET TREES REQUIRED - 146TH STREET:5 TREES (1 PER 50 LF OF FRONTAGE MAX, 236 LF TOTAL)
STREET TREES PROVIDED - 146TH STREET:5 TREES
STREET TREES REQUIRED - RIVER ROAD:10 TREES (1 PER 50 LF OF FRONTAGE MAX, 491 LF TOTAL)
STREET TREES PROVIDED - RIVER ROAD:10 TREES
BUILDING BASE LANDSCAPE
LENGTH FACING R.O.W.:430 LF
SHADE TREES REQUIRED:13 SHADE TREES (3 TREES/100 LF)
SHADE TREES PROVIDED:13 SHADE TREES
ORNAMENTAL TREES REQUIRED:13 ORNAMENTAL TREES (3 TREES/100 LF)
ORNAMENTAL TREES PROVIDED:13 ORNAMENTAL TREES
SHRUBS REQUIRED:65 SHRUBS (15 SHRUBS/100 LF)
SHRUBS PROVIDED:215 SHRUBS
PARKING LOT LANDSCAPE
PARKING SPACES:249 SPACES
TREES REQUIRED:28 TREES (1 TREE/9 SPACES)
TREES PROVIDED:28 TREES
PERIMETER VISIBLE FROM R.O.W.:187 LF
SHADE TREES REQUIRED:7 TREES (4 TREES/100 LF)
SHADE TREES PROVIDED:7 TREES
SHRUBS OR ORNAMENTAL GRASSES REQUIRED:47 SHRUBS (25 SHRUBS OR GRASSES/100 LF)
SHRUBS OR ORNAMENTAL GRASSES PROVIDED:98 SHRUBS/GRASSES
LANDSCAPE CALCULATIONS
10'-12' high; street tree
SHRUBS
TURF AND SEED
PERENNIALS
Achillea 'Terra Cotta'ACTC
PHSE Physocarpus opulifolius 'Seward'
IRGE Iris germanica
#5 cont.
#1 cont.
#1 cont.
Terra Cotta Yarrow
Summer Wine Ninebark
Tall Bearded Iris
60" o.c.
12" o.c.
18" o.c.
48
114
20
- - -- - -Kentucky Bluegrass SodPoa pratensis
PLANTING
PLAN
197
48
36" o.c.
48" o.c.
Goldflame Spiraea
Sunny Knock Out Rose
#3 cont.
#3 cont.
Spiraea japonica 'Goldflame'SPGO
Rosa 'Radsunny'RORA
17860" o.c.Densi Yew 18" B&BTaxus x media 'Densiformis'TADE
Even mix: blue/yellow varieties
18" high min. at planting
18" high min. at planting
18" high min. at planting
6.6%
Totals:76100%
19.7%15Per planSilver LindenTilia tomentosaTITO 2.5" cal., B&B 12'-14' high; parking lot tree
42 TADE
5 SYRE
3 TADE
4 PHSE
7 TADE
19 SPGO
4 PHSE
7 TADE
4 PHSE
12 TADE
4 CLLU
4 CECA
3 CECA
5 QUMU
2 TITO
7 TITO
1 CLLU
2 TITO
1 TITO
1 TITO
1 TITO
3 PRVI
5 PRVI
10 GYDI
20 SPGO
3 PHSE
20 SPGO
6 CECA
5 QUMU
3 QUMU
2 QUMU
5 IRGE
7 ACTC
5 IRGE
2 TADE
25 ACTC
3 RORA
25 ACTC
5 IRGE
3 RORA 5 IRGE
2 TADE
7 ACTC
CECA Cercis canadensis 'Appalachian Red'
CLLU Cladrastis lutea
GYDI Gymnocladus dioica
Appalachian Eastern Redbud
Yellowwood
Kentucky Coffee Tree
Per plan
Per plan
Per plan
13
12
10
7Per planCanada Red ChokecherryPrunus virginiana 'Canada Red'PRVI
1.5" cal., B&B 8'-10' high; bldg. base ornamental tree
2.5" cal., B&B 12'-14' high; bldg. base shade tree
2.5" cal., B&B 12'-14' high; street tree
1.5" cal., B&B 8'-10' high; parking lot perimeter tree
12'-14' high; parking lot tree2.5" cal., B&BQUMUQuercus muhlenbergii Chinquapin Oak Per plan 14 18.4%
9.2%
13.2%
15.8%
17.1%
15' GREENBELT
1 CLLU
21 SPGO
9 RORA
NO EARTHWORK DISTURBING ACTIVITY MAY COMMENCE
UNTIL A STORM WATER MANAGEMENT PERMIT IS OBTAINED.
9 PHSE
FUTURE
DEVELOPMENT
(NOT A PART)
MULCH STRIPS
8 TADE
6 CLAL
7 PHSE
2 TADE
1642" o.c.Yellow Ribbon Arborvitae #6Thuja occidentalis 'Yellow Ribbon'THOC 18" high min. at planting
16 THOC
MULCH OVER LANDSCAPE FABRIC
WITHIN UTILITY AREA (TYP.)
CLAL Clethra alnifolia 'Sixteen Candles'#5 cont.Sixteen Candles Summersweet 36" o.c.33 18" high min. at planting
Hosta sieboldiana 'Blue Angel'HOSI #1 cont.Blue Angel Hosta 36" o.c.19
2 CLLU
2 TADE
6 CLAL
5 HOSI
2 HOSI
4 CLAL
5 TADE
5 TADE
6 CLAL 1 CLAL
3 HOSI
9 SPGO
12 SPGO
9 SPGO
3 RORA
3 TADE
MULCH OVER LANDSCAPE FABRIC
WITHIN UTILITY AREA (TYP.)
3 HOSI
3 HOSI
10 TADE
3 PHSE
5 SPGO
7 SPGO
3 RORA
3 SPGO
3 TADE
5 SPGO4 CLLU
8 TADE
3 PHSE
8 SPGO
8 TADE
3 PHSE
3 RORA
8 TADE
11 SPGO
3 PHSE
3 TADE
9 TADE
7 SPGO
2 SPGO
1 PHSE
3 RORA
3 TADE
2 SPGO
3 TADE
2 PHSE
3 RORA
3 SPGO
3 SPGO
3 RORA
3 SPGO
3 RORA 5 TADE
3 RORA
14 SPGO
2 TADE
2 PHSE
3 RORA
3 RORA
9 SPGO
1 TADE
10 CLAL
5 TADE
10 TADE
6 SPGO
4 HESE
5 GERO
12 GERO
50 ACTC
Helictotrichon sempervirensHESE #1 cont.Blue Oat Grass 24" o.c.4
Geranium 'Rozanne'GERO #1 cont.Rozanne Cranesbill 18" o.c.17
ADJUST PLANT LAYOUT AROUND
MONUMENT SIGN AS NEEDED IN
FIELD, PER FINAL SIGN DESIGN
PLANTING SPECIFICATIONS
GENERAL
A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM
SPECIALIZING IN LANDSCAPE PLANTING.
2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE
REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.
3.THE LANDSCAPE CONTRACTOR MUST HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE
APPROPRIATE LOCAL JURISDICTION.
B.SCOPE OF WORK
1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS,
LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR
THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN
ON THE LANDSCAPE PLANS, NOTES, AND DETAILS.
2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND
REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL
INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY,
TRANSPORTATION AND INSTALLATION OF MATERIALS.
3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES
(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF
ANY WORK.
PRODUCTS
A.ALL MANUFACTURED PRODUCTS SHALL BE NEW.
B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS:
1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2004. PROVIDE WELL-SHAPED, FULLY
BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS
SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A
SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES
SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR
CLIMACTIC CONDITIONS.
2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT SYSTEMS, NON-POT-BOUND,
FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS
(SUCH AS J-SHAPED ROOTS).
3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE
IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE
TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY,
EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND
OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL.
4.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL
LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS
AFTER PLANTING.
5.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES
ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE
INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER.
6.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF
THE ROOT BALL.
7.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT
THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.
C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM
HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE
ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.
D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM
PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON
PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE
COMPOSITION OF THE SEED.
E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER,
PLANTS, ROOTS, AND SEEDS.
F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8;
MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE;
SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS
AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE
USED.
G.PLANTING MIX: AN EQUAL PART MIXTURE OF TOPSOIL, SAND AND COMPOST.
H.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER
NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A
QUALIFIED SOIL-TESTING AGENCY (SEE BELOW).
I.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A
TOP DRESSING OF TREES AND SHRUBS.
J.WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC
(OR APPROVED EQUAL).
K.TREE STAKING AND GUYING
1.STAKES: 6' LONG GREEN METAL T-POSTS.
2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH
DIAMETER.
3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH
GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE.
L.STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK
GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.
M.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED
FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES
SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.
METHODS
A.SOIL PREPARATION
1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL
LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE
OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST.
2.SOIL TESTING:
a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES
TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL
CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM
ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO
LESS THAN ONE QUART OF SOIL.
b.CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG
WITH THE SOIL SAMPLES.
c.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR
THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES,
PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT
SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR
LONG-TERM MAINTENANCE.
3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT
RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER
INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT.
4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:
a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF
ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.AMMONIUM PHOSPHATE 16-20-0 - 15 LBS PER 1,000 S.F.
iii.AGRICULTURAL GYPSUM - 100 LBS PER 1,000 S.F.
b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP
8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.12-12-12 FERTILIZER - 10 LBS. PER CU. YD.
iii.AGRICULTURAL GYPSUM - 10 LBS. PER CU. YD.
iv.IRON SULPHATE - 2 LBS. PER CU. YD.
5.CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE
AFTER INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS AFTER
INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL
NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12"
OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.
6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE
ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.
B.GENERAL PLANTING
1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES
AT THE MANUFACTURER'S RECOMMENDED RATE.
C.TREE PLANTING
1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE
ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO INCHES.
2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE.
REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.
3.FOR CONTAINER TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS,
THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF
ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE
ROOTBALL.
4.PLACE THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO THREE
INCHES ABOVE THE SURROUNDING GRADE. REMOVE THE WIRE BASKET AND BURLAP FROM THE
ROOTBALL BEFORE BACKFILLING.
5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1"
DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD
ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, IMPORT ADDITIONAL TOPSOIL FROM
OFF-SITE AT NO ADDITIONAL COST TO THE OWNER.
6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE
LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE
CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE
STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES:
a.15 - 30 GAL TREES TWO STAKES PER TREE
b.45 - 100 GAL TREES THREE STAKES PER TREE
c.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, POSITIONED AS NEEDED TO
STABILZE THE TREE
7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE.
COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH
MULCH (TYPE AND DEPTH PER PLANS).
D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING
1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL
THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST
RECOMMENDATIONS.
2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP
THE WEED BARRIER CLOTH IN PLACE.
3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING
BEDS, COVERING THE ENTIRE PLANTING AREA.
E.SODDING
1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.
2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.
3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD
STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.
4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL
UNDERNEATH.
5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT
LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.
F.HYDROMULCHING
1.THE HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS:
a.WINTER MIX (OCTOBER 1 - MARCH 31)
50#CELLULOSE FIBER MULCH
2#UNHULLED BERMUDA SEED
2#ANNUAL RYE SEED
15#15-15-15 WATER SOLUBLE FERTILIZER
b.SUMMER MIX (APRIL 1 - SEPTEMBER 30)
50#CELLULOSE FIBER MULCH
2#HULLED BERMUDA SEED
15#15-15-15 WATER SOLUBLE FERTILIZER
G.CLEAN UP
1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS
IN A NEAT, ORDERLY CONDITION.
2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
H.INSPECTION AND ACCEPTANCE
1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN,
FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR
SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
3.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE
LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S
SATISFACTION WITHIN 24 HOURS.
4.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS
BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN
NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND
GUARANTEE PERIODS WILL COMMENCE.
I.LANDSCAPE MAINTENANCE
1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN
ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE
OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING
ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT
HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT
GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF
LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND
THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN
THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON
TO MAXIMIZE WATER CONSERVATION.
2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM,
THE LANDSCAPE CONTRACTOR SHAL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING
A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
3.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING
CONDITIONS MUST OCCUR:
a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR
SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND
REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.
c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2
INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY
GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR
RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE
NEATLY MOWED.
J.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS
1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD,
SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE
DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL
REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE
IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.
2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE
CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH
CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS.
K.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A
RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE
DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.
5
6
7
4
1
8
9
11
10
12
PREVAILING
WINDS
NOTES:
1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.
2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT
COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE
SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE
ROOT FLARE IS 2"-3" ABOVE FINISH GRADE.
3.REMOVE WIRE BASKET AND BURLAP BEFORE BACKFILLING.
4.REMOVE ALL NURSERY STAKES AFTER PLANTING.
5.FOR TREES OVER 3" CALIPER AND TREES 36" BOX AND LARGER, USE
THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY
AROUND TREE.
6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM
BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT
IN WIND.
1
2
3
TREE CANOPY.
CINCH-TIES (24" BOX TREES AND SMALLER) OR 12
GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS
AT TREE AND STAKE (36" BOX TREES AND LARGER).
SECURE TIES OR STRAPS TO TRUNK JUST ABOVE
LOWEST MAJOR BRANCHES.
GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO
UNDISTURBED SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMAN, TWO PER
TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND
18" MIN. INTO UNDISTURBED SOIL.
MULCH, TYPE AND DEPTH PER PLANS. DO NOT
PLACE MULCH WITHIN 6" OF TRUNK.
WEED FABRIC UNDER MULCH.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
4" HIGH EARTHEN WATERING BASIN.
TRUNK FLARE.
CONIFEROUS
TREE
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
2
4
6
7
8
9
10
11
1
4
3X ROOTBALL DIA.
5
2
3
5
12
TREE PLANTING
SCALE: NOT TO SCALEA
NON-CONIFEROUS
TREE
13
13 FINISH GRADE.
HEDGE PLANTING AT PARKING AREA
SCALE: NOT TO SCALEE
DISTANCE PER PLAN
24" MIN. TO EDGE
OF MATURE CANOPY
2 3 41
1 CURB.
2 MULCH LAYER.
3 PLANT.
4 TURF (WHERE SHOWN ON PLAN).
STEEL EDGING
SCALE: NOT TO SCALED
1 ROLLED-TOP STEEL EDGING PER PLANS.
2 TAPERED STEEL STAKES.
3 MULCH, TYPE AND DEPTH PER PLANS.
NOTES:
1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.
2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.
3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.
1
2
3
4
4 FINISH GRADE.
PLANT CENTER (TYP.)
EQUAL
NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT
WHERE SHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND
FOR SPACING DISTANCE BETWEEN PLANTS.
AREA DIVIDER
PLANT SPACING TO DETERMINE NO. OF PLANTS
6"0.25
8"0.45
10"0.69
12"1
15"1.56
18"2.25
24"4
30"6.25
36"9
EXAMPLE: PLANTS AT 18" O.C. IN 100 SF OF PLANTING AREA = 100/2.25 = 44 PLANTS
E
Q
U
A
LEQUAL
EDGE OF PLANTING AREA
EQUAL
PLANT SPACING
SCALE: NTSC
4
X
2X
3
2
1
5
6
7
4
1
2
3
SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.
MULCH, TYPE AND DEPTH PER PLANS. PLACE NO
MORE THAN 1" OF MULCH WITHIN 6" OF PLANT
CENTER.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
3" HIGH EARTHEN WATERING BASIN.
5
6
7
SHRUB AND PERENNIAL PLANTING
SCALE: NTSB
8 WEED FABRIC UNDER MULCH.
8
Landscape Designers & Consultants
(800) 680 6630
2500 CityWest Blvd, Ste 300
Houston, TX 77042
www.landscape-consultants.net
RIVER
ROAD
SHOPS
-
BUILDINGS
2
&
3
&GXGNQROGPV%QPUWNVCPVU
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1-800-382-5544 or 811
LA21300010
STATE OF
PLANTING
DETAILS
AND
SPECIFICATIONS
146TH STREET
QC
F
S S
F
F
QC QC
QC
QC
QC
A1
A21
A4
A3
A5
A2
WS
WS
A6
3/4"3/4"1"3/4"
3/4"1"1"
1-1/4"
1"
1"
1"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1-1/4"
1-1/4"
3/4"
3/4"
3/4"
2"
2"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
1"
1"
1-1/4"
1-1/4"
3/4"
3/4"
1-1/4"
3/4"
1-1/4"
2"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
1"
1"
1-1/4"
1"
E
S EESSS
3/4"
3/4"
3/4"
3/4"
1"
1-1/4"
1-1/2"
1-1/2"
Scale 1" = 20'
10'40'20'0'
Landscape Designers & Consultants
(800) 680 6630
2500 CityWest Blvd, Ste 300
Houston, TX 77042
www.landscape-consultants.net
RIVER
ROAD
SHOPS
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BUILDINGS
2
&
3
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1-800-382-5544 or 811
LA21300010
STATE OF
IRRIGATION
PLAN
NORTH
AREA
WS
DETAIL H/805
SLEEVING / WIRING NOTES:
VALVE SIZE
GALLONS PER MINUTE
CONTROLLER STATION NUMBER
IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION
CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER
ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO MORE THAN
25 WIRES. COORDINATE SLEEVE LOCATIONS AND INSTALLATION WITH GENERAL CONTRACTOR.
VALVE KEY
CONTROLLERS AND SENSORS
MAIN LINE/ LATERALS & SLEEVES
POINT OF CONNECTION
DRIP IRRIGATION
DETAIL A/804
REMARKS/DETAIL
20
DESCRIPTIONMODEL NO.MANUF.SYMBOL
IRRIGATION LEGEND
0.6 GPHLANDSCAPE DRIP LINE - SPACE LINES AT 18" O.C.XFS-06-18RAINBIRD
XCZ-100-PRB-COMRAINBIRD
IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE
FEBCO
NON-PRESSURIZED LATERAL LINE, CL. 200 PVC, SIZE AS NOTED ON PLAN
WR2-RFCRAINBIRD
RAINBIRD
BALL VALVE, BRASS, FULL-PORT, LINE SIZENIBCOT-FP-600A
QC
- - -- - -
RAINBIRD 33DLRC QUICK COUPLER, 3/4"
ANY APPROVED
ANY APPROVED
ANY APPROVED
ANY APPROVED
DETAIL C/804
FLUSH VALVE - BALL VALVE IN VALVE BOX WITH 3' LENGTH OF TUBING- - -
BACKFLOW PREVENTER WITH WILKINS MODEL 500 PRESSURE REGULATOR (SET TO 70 PSI).
MOUNT IN STRONGBOX INSULATED ENCLOSURE, MODEL #SBBC-60ALHPI.
CONTROL WIRING SLEEVE, SCH. 40 PVC, 2"ANY APPROVED
1-1/2" WATER METER (BY OTHERS)
RAIN/FREEZE SENSOR - MOUNT SENSOR ON PARAPET PER MANUFACTURER
ESP12LXME
MODEL 825YA - 1-1/2"
PRESSURIZED PVC MAIN LINE, CL. 315, 2"
DETAIL B/804
- - -
DETAIL D/804
DETAIL F/805
DETAIL G/805
DETAIL H/805
DETAIL H/805
DETAIL H/805
DRIP CONTROL ZONE KIT (FLOWS UP TO 20 GPM)
DETAILS I, J/805
DETAIL K/805
VALVES
F
DETAIL E/804RAINBIRDPEB SERIES REMOTE CONTROL VALVE, SIZE PER PLAN
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT
OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS
WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE
LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN COST.
IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS AND
SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY AND
SHALL NOT BE CONSIDERED ABSOLUTE.
IRRIGATION DISCLAIMER
IRRIGATION CONTROLLER
LOCATE CONTROLLER AT EXTERIOR WALL LOCATION SHOWN ON PLAN.
VERIFY LOCATION IN FIELD WITH OWNER'S REPRESENTATIVE.
120 VAC POWER TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS.
HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE
LANDSCAPE CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE
LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER
AND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS.
POINT OF CONNECTION
CONNECT MAINLINE DOWNSTREAM
OF 1-1/2" WATER METER (BY OTHERS).
VERIFY LOCATION IN FIELD.
MATCHLINE - SEE SHEET 803
12-STATION CONTROLLER, EXTERIOR WALL MOUNT, WITH ONE ESPLXMSM8 AND ONE
ESPLXMSM4 MODULE, PLUS ETC-LX "ET MANAGER" CARTRIDGE
POP UP ROTARY SPRAY
R17-24 (Q)1806-SAM-PRS 21'0.75 30POP UP ROTARY SPRAYRAINBIRD
RAINBIRD 301.5021'1806-SAM-PRS R17-24 (H)
DETAIL L/805
DETAIL L/805
DETAIL L/805
DETAIL L/805
DETAIL L/805RAINBIRD301.6016'1806-SAM-PRS R13-18 (F)
R13-18 (H)1806-SAM-PRS 16'0.80 30RAINBIRD
RAINBIRD POP UP ROTARY SPRAY 300.4016'1806-SAM-PRS R13-18 (Q)
POP UP ROTARY SPRAY
POP UP ROTARY SPRAY
15VAN (H)
15VAN (Q)
15H
15Q
12VAN (H)
12VAN (Q)
12F
12H
12Q
10VAN (Q)
10H
1806 15'1.85 DETAIL L/80530POP UP SPRAYRAINBIRD
RAINBIRD POP UP SPRAY 30 DETAIL L/8050.9315'1806
POP UP SPRAYRAINBIRD
RAINBIRD POP UP SPRAY
30
30
DETAIL L/805
DETAIL L/805
0.9315'
1.8515'
1806
1806
1806
1806
1806
1806
1806
1806
12'1.30
12'0.65
12'2.60
12'1.30
12'0.65
10'0.75
DETAIL L/805
DETAIL L/805
DETAIL L/805
DETAIL L/805
DETAIL L/805
DETAIL L/805
30
30
30
30
30
30
POP UP SPRAYRAINBIRD
POP UP SPRAYRAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
POP UP SPRAY
POP UP SPRAY
POP UP SPRAY
POP UP SPRAY
ROTORS & SPRAY HEADS
POP UP SPRAY
300.268'8Q
POP UP SPRAY
POP UP SPRAY1806RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD POP UP SPRAY
NOZZLE RADIUS G.P.M.P.S.I.
30
30
30
DETAIL L/805
DETAIL L/805
DETAIL L/805
DETAIL L/805
0.528'8H
0.728'8VAN (Q)
0.7910'
1806
1806
1806
NOTES:
1) CONTRACTOR SHALL USE PC SCREENS ON SPRAY HEADS AS NEEDED TO ACHIEVE APPROPRIATE RADII.
300.358'8TPOP UP SPRAY1806RAINBIRD DETAIL L/805
10TPOP UP SPRAYRAINBIRD 30 DETAIL L/8050.5310'1806
12T1806 12'0.87 DETAIL L/80530POP UP SPRAYRAINBIRD
15TPOP UP SPRAYRAINBIRD 30 DETAIL L/8051.2315'1806
15EST1806 4' X 15'0.61 DETAIL L/80530POP UP SPRAYRAINBIRD
15SST1806 4' X 30'1.21 DETAIL L/80530POP UP SPRAYRAINBIRD
DETAIL L/805R13-18 (TQ)1806-SAM-PRS 16'1.20 30RAINBIRDPOP UP ROTARY SPRAY
E
S
CONTROLLER
SEE NOTE BELOW
RIVERROAD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
E
E
S
S
S
S
S
S
F
F
QC
QC
QC
QC
QC
QC
QC
QC
QC
QC
QC
QC
QC
QC
QC
A11
A8
A10A9
A12
A15
A20
A16
A18
A19
A14
WS
WS
WS
WS
WS
WS
A13
3/4"
3/4"
3/4"
2"
1-1/4"
3/4"3/4"3/4"
1"
1"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1-1/4"
3/4"
3/4"
3/4"
1"1"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1-1/4"
2"
3/4"
1-1/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
3/4"
1-1/4"
3/4"
2"
3/4"
1"
1"
1-1/4"
1-1/4"
3/4"
3/4"
1"
1"
1-1/4"
3/4"
3/4"
1-1/4"
3/4"
1-1/4"
3/4"
3/4"
3/4"
1"
1-1/4"
F
F
3/4"
E
1"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1-1/4"1"
3/4"
3/4"
3/4"
3/4"
3/4"3/4"
1"
1"1"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"1"
3/4"
3/4"1"
2"1-1/4"
3/4"
3/4"
2"
A7
3/4"
3/4"1"
1"
3/4"
3/4"
F
F
F
3/4"
A17
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1-1/4"
3/4"
3/4"
3/4"
1"
1"1-1/4"
1-1/4"
1-1/2"
1-1/2"
3/4"
3/4"
1"
1"
3/4"
3/4"
3/4"
3/4"
1"
1"
1"
F
Scale 1" = 20'
10'40'20'0'
Landscape Designers & Consultants
(800) 680 6630
2500 CityWest Blvd, Ste 300
Houston, TX 77042
www.landscape-consultants.net
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2
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LA21300010
STATE OF
IRRIGATION
PLAN
SOUTH
AREA
MATCHLINE - SEE SHEET 802
ADJUST DRIP LINE LAYOUT AS
NEEDED TO MATCH FINAL
SIGN AND PLANTING LAYOUT
Landscape Designers & Consultants
(800) 680 6630
2500 CityWest Blvd, Ste 300
Houston, TX 77042
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LA21300010
STATE OF
IRRIGATION
DETAILS
AND
SPECIFICATIONS
J.ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL MATERIAL
SHALL BE FREE FROM RUBBISH, ROCK, LARGE STONES, BRUSH, SOD, FROZEN MATERIAL OR
OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE DURING THE BACKFILLING
OPERATIONS. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS
FOUND TO BE UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND
PROPERLY AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL
CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE OF
DEBRIS.
K.BACKFLOW INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING WATER
SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL MAKE
ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE CONDITIONS.
BACKFLOW HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION DETAILS. INSTALL A BRASS
BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO SERVE AS AN ISOLATION
VALVE.
L.PIPING:
1.PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF
SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE
APPROVED.
2.MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 24 INCHES.
LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES.
3.ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE
THREADS ONLY.
4.ALL SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT-WELD PRIMER
AND GLUE.
5.PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY
OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER.
M.VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS.
EACH VALVE SHALL BEAR A PRE-PRINTED WATERPROOF TAG BEARING THE APPROPRIATE
CONTROLLER STATION NUMBER.
N.VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL LOCATED
BELOW THE VALVE AS NOTED ON THE DETAILS. EACH VALVE BOX COVER SHALL BE
HEAT-BRANDED WITH THE CONTROLLER STATION NUMBER.
O.DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE
IRRIGATION DETAILS.
1.SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE.
2.DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, AND
SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 48" ON CENTER.
P.SPRAY, ROTOR, AND BUBBLER HEADS:
1.ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE
CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING
SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE
INSTALLATION.
2.ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 12 INCH FLEXPVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH
WELD-ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO
LATERAL LINES WITH PRE-MANUFACTURED SWING JOINTS.
3.ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO
FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY
BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED.
4.ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED
FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC.
Q.AUTOMATIC CONTROLLER:
1.INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL
CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER.
2.THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO
CONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE
THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM
THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY.
3.ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO
SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY
BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL
SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE
CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL
SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH
CONNECTION.
4.PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES.
5.CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE
KIT" (UNLESS OTHERWISE SPECIFIED).
6.PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF
MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF
IRRIGATION CONTROLLERS.
7.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE
SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES.
R.INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION
WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE
RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT
OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR
MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER.
S.ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS
PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
T.QUALITY CONTROL
1.PERFORM COVERAGE TESTS AFTER SPRINKLER SYSTEM IS COMPLETED, BUT PRIOR TO ANY
PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE
CONSTRUCTION MANAGER.
2.TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED
COMPLETELY AND UNIFORMLY.
3.MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING
REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES.
U.CLEAN UP
1.DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL
WORK AREAS IN A NEAT, ORDERLY CONDITION.
2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
V.INSPECTION AND ACCEPTANCE
1.UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE
CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION
CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL
ACCEPTABILITY.
3.WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S
SATISFACTION WITHIN 24 HOURS.
4.THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE-INSPECTED
BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE
PERIODS WILL COMMENCE.
5.CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 8 12" X 11"COLOR-CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE
CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS
COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE.
6.TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION:
a.QUICK COUPLER KEYS (2)
b.CONTROLLER MANUAL (1)
c.CONTROLLER KEYS (2)
d.A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD
OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED
THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING
MARKUPS.
W.REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE
AND START OF THE MAINTENANCE PERIOD.
X.WARRANTY
1.THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND
MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF
FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY
SETTLEMENT OF THE IRRIGATION TRENCHES.
2.BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER
NON-OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE
OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS
SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE
INSTALLED AS ORIGINALLY SPECIFIED.
3.IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE
OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY.
GENERAL
A.QUALIFICATIONS OF IRRIGATION CONTRACTOR
1.ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION
CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS.
2.THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A TEXAS LICENSED IRRIGATOR, AS
REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. A LICENSED
IRRIGATOR OR LICENSED IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE
AT ALL TIMES AS WORK IS IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL
THE CONTRACTOR PROVIDES FOR A LICENSED IRRIGATOR OR LICENSED IRRIGATION
INSTALLER TO BE PRESENT AT THE PROJECT SITE AND SUPERVISING ALL IRRIGATION WORK.
3.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE
REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.
B.SCOPE OF WORK
1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL
MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT
ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK,
SPECIFIED HEREIN AND / OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS.
2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND
REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,
INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL
AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
3.THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE
AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION
INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER,
BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED
EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS.
4.THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT
SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN
CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY
LINES OR LIMITS INDICATED ON THE PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE
LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED
TO MOVE SUCH ITEMS AT HIS OWN COST.
5.FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN
HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A
COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD
ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.
PRODUCTS
A.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE
THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF
ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE
OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED
EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR
AN 'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR
MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST.
B.BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS.
INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION
DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES.
C.PIPING
1.PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT-OF-CONNECTION:
a.SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS
b.CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2"
c.CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER
2.SLEEVING AND NON-PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200
PVC
3.FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE.
D.VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL
BEAR A PRE-MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER
CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE
OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS.
E.QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS.
F.VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING
BOLT-DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN
THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE
STATION NUMBER HEAT-BRANDED INTO THE LID WITH 2" HIGH LETTERS.
G.FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY
NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS.
H.INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH
INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE
TUBING ASSEMBLY.
I.AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL-PROOF ENCLOSURE
FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE-VOLTAGE DISCONNECT SWITCH WITH GROUND
FAULT PROTECTION.
J.24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL,
SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR
STATION AND COMMON WIRE.
1.STATION WIRE - ANY COLOR EXCEPT WHITE OR BLUE
2.COMMON WIRE - WHITE
3.EXTRA COMMON WIRES - BLUE
K.WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES
SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX.
L.RAIN SENSOR: TYPE AND MODEL PER PLANS.
METHODS
A.THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN
PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND
SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON
PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADE
IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO
INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN
COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO
PLACEMENT LOCATION IS CORRECT.
B.THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO
COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER
APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS
AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S
REPRESENTATIVE IMMEDIATELY.
C.THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN
ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES
OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH
OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION
DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS.
D.SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER
SUPPLY.
E.THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES ASSOCIATED WITH THE
INSTALLATION OF THE IRRIGATION SYSTEM.
F.AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT
LEAST 90 PSI. IF STATIC WATER PRESSURE IS LESS THAN STATED, DO NOT PROCEED WITHOUT
FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN WRITING, AND OBTAINING
SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE IRRIGATION
CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, THE
IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO
ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN
SUCH CIRCUMSTANCES.
G.THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES
(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START
OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS
OF WALLS, STRUCTURES AND UTILITIES.
H.COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER
AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES.
I.TRENCHING NEAR EXISTING TREES:
1.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE
CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE
AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS
DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A
RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE
AVERAGE GRADE AT THE TRUNK).
2.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE
EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
3.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE
TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL
UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP
MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.
4.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO
AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.
117 VAC, 60 HZ EXTERNAL PLUG-IN
TRANSFORMER
WIRES TO REMOTE CONTROL VALVES
1.5-INCH PVC SCH 40 CONDUIT AND
FITTINGS
CONTROLLER PER LEGEND
A SCALE: NTS
CONTROLLER - WALL MOUNT, INTERIOR
4
INSIDE WALL
LU
4
1
2
3
3
2
1
B SCALE: NTS
RAIN SENSOR, ROOF MOUNT
AUTOMATIC RAIN SENSOR -
INSTALL PER MANUFACTURER'S
INSTRUCTIONS
PARAPET OR EAVE
2
1
1
2
C SCALE: NTS
BACKFLOW PREVENTER
SCH. 40 PVC THREADED ELL
SCH. 40 PVC TEE OR ELL
SCH. 40 PVC ELL
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC MAINLINE PIPE
3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
BRICK (1 OF 4)
PVC LATERAL PIPE
PVC SCH 40 MALE ADAPTER (2)
PVC UNION (2)
FINISHED GRADE-1" BELOW
TOP OF BOX IN TURF AREAS,
2" IN SHRUB AREAS
TOP OF MULCH
JUMBO PLASTIC VALVE BOX
BY CARSON (OR EQUAL)
REMOTE CONTROL VALVE
ASSEMBLY
WATERPROOF CONNECTION
(ANY APPROVED)
30-INCH LINEAR LENGTH
OF WIRE, COILED
12"
MIN.
MAINLINE
DEPTH
D SCALE: NTS
DRIP CONTROL ZONE KIT
16
131415
7
12 10
8
9
11
4 65321
16
15
14
13
12
11
10
8
9
7
6
3
5
4
2
1
E SCALE: NTS
REMOTE CONTROL VALVE
21
SCH. 40 PVC ELL
16
12
TOP OF MULCH
12"
MIN.
MAINLINE
DEPTH
16 15 14 13
11
10
9
5
8
7
6
43
3-INCH MINIMUM DEPTH OF
34-INCH WASHED GRAVEL
PVC LATERAL PIPE
PVC SCH 40 MALE ADAPTER
PVC SCH 40 TEE OR ELL
PVC MAINLINE PIPE
BRICK (1 OF 4)
30-INCH LINEAR LENGTH
OF WIRE, COILED
WATERPROOF CONNECTION
(ANY APPROVED)
REMOTE CONTROL VALVE
JUMBO PLASTIC VALVE BOX
BY CARSON (OR EQUAL)
FINISHED GRADE-1" BELOW TOP OF
BOX IN TURF AREAS, 2" IN SHRUB
AREAS
PVC SCH 80 NIPPLE (CLOSE)
PVC SCH 40 ELL
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
15
14
13
12
11
10
8
9
7
6
3
5
4
2
1
IRRIGATION SPECIFICATIONS
8" MIN.
6" MIN.
TO POINT OF CONNECTION -
ADAPT AS NECESSARY. ALL
WORK SHALL CONFORM TO ALL
APPLICABLE CODES
BRASS WYE STRAINER W/60 MESH
SCREEN
ENCLOSURE PER IRRIGATION
LEGEND
BACKFLOW PREVENTER UNIT
BRASS UNION (TYPICAL)
PRESSURE REDUCER
BRASS NIPPLES (TYPICAL)
4" CONCRETE PAD, SLOPE TO
DRAIN AWAY FROM BACKFLOW
PREVENTER
FINISH GRADE, 2" BELOW PAD
BRASS COUPLING
PVC ADAPTER AND MAINLINE PIPE
12"X12"X24" THRUST BLOCK
1
2
3
4
5
6
7
8
9
10
11
2
3
4
5
7
8
9
10
11
12
1
12"
MIN,
30"
MAX
(REFER
TO
LOCAL
CODES)
6
12
Landscape Designers & Consultants
(800) 680 6630
2500 CityWest Blvd, Ste 300
Houston, TX 77042
www.landscape-consultants.net
RIVER
ROAD
SHOPS
-
BUILDINGS
2
&
3
&GXGNQROGPV%QPUWNVCPVU
6TCPURQTVCVKQP
1-800-382-5544 or 811
LA21300010
STATE OF
IRRIGATION
DETAILS
G SCALE: NTS
BRASS BALL VALVE
MAINLINE
DEPTH
3-INCH MINIMUM DEPTH OF
34-INCH WASHED GRAVEL
FINISH GRADE AT 1" BELOW
TOP OF BOX IN TURF AREAS:
2" BELOW TOP OF BOX IN
SHRUB/GROUNDCOVER
AREAS
7 IRRIGATION MAINLINE
1
4567
2 3
1
9" ROUND VALVE BOX
WITH LOCKABLE LID
EXTENSION SECTION AS
NECESSARY TO MEET GRADE
BRASS BALL VALVE
(SIZED PER MAINLINE)
PVC MALE ADAPTER
3
4
2
5
6
PVC CAP, SOLVENT WELDED12
789
24"
MAX
18"
MIN.
24"
MAX
2
24"
MIN.
18" MIN.
1
H SCALE: NTS
PIPE AND SLEEVE INSTALLATION
18"
MIN.
12"
MIN.
24"
MIN.
12"
MIN.
CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS11
SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA.
SAND BACKFILL
PVC IRRIGATION LATERAL - BURIED MIN. 12" BELOW GRADE
FINISH GRADE
789
6
4
31
10 11
5
32
TRENCHING
SLEEVING
PVC IRRIGATION MAINLINE
LOCATOR WIRE W/BURIED CAUTION TAPE
SCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE
SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE
TRENCH BACKFILL
PAVEMENT SURFACE1
3
4
7
9
2
6
5
10
8
I SCALE: NOT TO SCALE
SUBSURFACE DRIP LINE LAYOUT
2
5
3
4
7 8
6
5
1
5
4
2
3
8
7
6
5
4
3
2
1 FLUSH VALVE
SCH. 40 PVC EXHAUST HEADER
SCH. 40 PVC TEE OR ELL
COMPRESSION ADAPTER
DRIP LINE
AIR RELIEF VALVE AT HIGH POINT OF
SYSTEM (WHERE INDICATED ON PLANS)
SCH. 40 PVC SUPPLY HEADER
CONTROL VALVE
NOTE: SET DRIP LINES 3"-6" AWAY FROM
HARDSCAPE
2"
MAX.
LATERAL
LINE
DEPTH
J SCALE: NOT TO SCALE
SUBSURFACE DRIPLINE CONNECTION
4
7
6
5
4
3
2
1
6 7
5
3
21
SCH. 40 PVC SUPPLY
HEADER (SIZE PER PLAN)
SCH. 40 PVC TEE (SST)
SCH. 80 PVC NIPPLE (LINE
SIZE)
INSERT TEE OR ELBOW
DRIP LINE PER PLAN
FINISH GRADE
TOP OF MULCH
K SCALE: NTS
FLUSH VALVE
3
7
6
5
4
21
7
6
5
4
3
2
1
6" DEEP LAYER OF PEA GRAVEL
RED BRICK TYPICAL, 3 REQUIRED
BALL VALVE, LINE SIZE
DRIP EXHAUST HEADER
FINISH GRADE - TOP OF VALVE BOX TO
BE 2" ABOVE FINISH GRADE IN
PLANTER AREAS
10" ROUND PLASTIC VALVE BOX
WITH LOCKABLE LID, "CARSON" OR
APPROVED EQUAL
3' COILED LENGTH OF LINE
SIZE FLEX HOSE. SOLVENT
WELD TO VALVE
L SCALE: NTS
POP-UP SPRAY HEAD
12"
MIN.2
6 75
3
5
4
1
PVC LATERAL PIPE
SCH. 40 PVC TEE OR ELL
SCH. 40 PVC STREET ELL
SCH. 40 PVC ELL
SCH. 80 PVC NIPPLE
(LENGTH AS REQUIRED)
POP-UP SPRAY HEAD
FINISH GRADE
2
3
4
1
6
7
5
F SCALE: NTS
QUICK COUPLER
13
11
9
12 1098
6
7
5
4321
3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL6
TOP OF MULCH1
2" x 2" REDWOOD STAKE WITH
STAINLESS STEEL GEAR CLAMPS
OR EQUIVALENT SUPPORT
SYSTEM
PVC SCH 40 ELL
PVC MAINLINE PIPE
PVC SCH 40 TEE OR ELL
PVC SCH 40 STREET ELL
BRICK (1 OF 2)
BRASS NIPPLE (LENGTH AS
REQUIRED)
6" LONG BRASS NIPPLE
10" ROUND PLASTIC VALVE BOX BY
CARSON (OR EQUAL)
QUICK-COUPLING VALVE
FINISHED GRADE-1" BELOW TOP OF
BOX IN TURF AREAS, 2" IN SHRUB
AREAS
11
10
9
13
12
8
5
7
4
3
2
0.9 0.6 0.7
2.0 1.4 1.2 1.0 1.0 0.7
3.1 2.3 2.4 2.6 1.8 1.4 1.2
6.0 4.9 3.2 2.2 3.2 4.6 2.9 1.5 1.5 0.9
3.9 4.0 3.2 1.6 1.9 3.1 5.7 6.7 2.8 1.4 1.2 0.9
1.2 1.6 2.2 2.0 1.5 1.9 1.5 1.7 4.5 5.9 3.4 1.5 0.7 0.6
0.9 1.0 1.4 1.1 1.3 0.9 1.1 0.8 1.1 1.8 3.3 2.8 1.3 0.7
1.6 1.1 1.0 1.3 0.8 0.8 0.5 0.5 0.6 1.1 1.3 1.4 1.5 0.8 0.6
4.4 3.0 1.6 1.4 1.1 0.3 0.2 0.3 0.5 0.8 0.6 0.8 0.7 0.6 0.4
6.1 4.2 2.0 1.6 0.9 0.2 0.2 0.5 0.7 0.7
2.0 3.2 2.5 1.9 0.9 0.2 0.3 0.6 0.8
1.3 1.6 1.6 1.7 0.8 1.1 1.5 1.3
1.2 1.5 1.0 1.8 2.1 1.5 1.3
3.7 2.2 1.6 1.6 1.3 2.0 2.7 3.5 3.3 2.4
6.7 3.3 2.2 1.1 0.9 2.7 2.5 4.8 6.0 7.5 4.3 2.0
2.6 3.9 3.4 1.8 0.9 2.0 2.7 2.7 4.9 7.6 12.9 9.3 5.6 2.2
2.2 1.2 1.0 2.7 3.0 3.1 3.5 6.2 9.0 9.8 7.3 3.9 2.1
1.4 1.0 0.8 2.1 3.5 3.8 5.9 5.8 4.2 4.6 6.6 5.3 4.0 3.0 2.4 1.9
0.7 0.9 2.1 3.6 4.6 10.0 10.9 8.3 4.8 3.8 3.6 4.0 3.3 2.5 1.7 2.0
0.6 0.5 2.5 2.8 4.7 8.4 11.5 12.2 6.2 4.5 3.1 3.9 3.3 3.9 2.8 2.4 2.2 1.7
0.5 0.6 2.4 3.3 3.5 4.0 4.6 7.6 7.3 6.6 4.1 4.6 3.8 3.4 3.3 4.0 3.7 4.3 3.6 2.5
1.3 2.3 3.6 5.0 7.4 5.4 4.4 5.2 5.2 4.7 5.3 5.4 3.7 3.2 3.5 6.0 7.4 10.2 6.7 4.7
1.5 1.9 1.4 1.7 4.4 6.6 12.8 9.3 7.1 3.8 3.7 4.3 7.2 7.9 4.8 3.5 2.6 3.4 6.6 9.0 5.3 2.2
0.5 3.7 0.8 1.4 2.2 5.3 9.2 12.6 8.2 5.6 3.4 3.7 5.5 6.8 6.5 3.1 2.7 2.1 2.6 4.3 6.8 5.0 3.5 1.7
5.4 3.7 1.4 1.1 1.0 1.5 2.2 4.2 7.4 6.4 5.8 4.0 4.3 3.7 3.7 4.1 2.2 1.9 1.6 2.0 2.2 2.9 2.5 1.8 1.4
3.8 1.6 1.1 1.2 1.8 2.2 3.4 4.4 5.1 4.3 3.8 3.5 3.2 2.5 1.9 2.2 1.8 1.4 1.8 1.1
3.5 2.3 1.7 1.7 1.7 2.9 3.6 3.8 4.8 6.8 5.6 3.6 2.4 2.4 1.7 1.4 1.0
2.0 1.7 1.6 1.8 2.4 3.6 4.4 6.3 9.8 8.9 4.6 2.7 2.2 1.2 1.0
1.5 1.9 2.3 2.6 3.5 3.6 5.0 7.2 13.4 12.8 5.9 0.8
0.7 1.1 1.5 3.4 5.2 7.2 6.4 5.4 5.2 9.7 9.3 4.0 2.2 1.5
0.5 0.9 1.2 2.7 3.9 6.2 5.4 4.8 4.7 7.1 6.7 3.6 2.2 1.7
0.3 0.5 0.8 1.2 1.8 2.3 2.7 2.5 2.6 3.0 2.8 2.0 1.4 1.3
0.6 0.9 1.2 1.8 2.1 1.9 2.3 2.0 1.5 1.3 0.9
1.4 1.7 1.9 2.3 2.2 1.6 1.1 0.9
1.2 1.7 1.9 2.2 2.3 1.8 1.5 1.1
1.6 2.6 4.6 4.8 3.1 1.6 1.7
2.2 3.9 7.3 9.1 4.7 2.4 1.8
2.3 4.8 11.1 12.8 6.2 3.1
2.0 3.4 8.2 9.5 4.5 2.2 1.6 0.8
3.2 6.0 6.3 3.8 2.2 1.8 0.8
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.4
0.2
0.3
0.2
0.2
0.1
0.2
0.3
0.3
0.3
0.2
0.3
0.2
0.1
0.2
0.1
0.2
0.1
0.2
0.2
0.1
0.2
0.3
0.3
0.2
0.2
0.1
0.2
0.1
0.2
0.2
0.3
0.3
0.2
0.2
0.2
0.4
0.2
0.2
0.2
0.2
0.3
0.2
0.1
0.1
0.1 0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.4
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.00.00.10.10.10.20.30.30.20.30.20.30.30.30.3
0.3
0.3
0.2
0.2
0.2
0.2
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
Luminaire Schedule
Symbol Qty Label Arrangement Total Lamp Lumens LLF Description
3 S5 SINGLE 40000 0.840 PTH-5-400-PSMHR-F
6 D5 BACK-BACK 40000 0.840 PTH-5-400-PSMHR-F
4 S3-HS SINGLE 40000 0.840 PTH-3-400-PSMHR-F-HSS
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Parking Lot Illuminance Fc 3.22 13.4 0.2 16.10 67.00
Property Line Illuminance Fc 0.13 0.4 0.0 N.A.N.A.
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NOTES:
LIGHT LOSS FACTOR = 0.84
MOUNTING HEIGHT = 25'
FOOTCANDLE LEVELS CALCULATED AT GRADE.
** Site Photometric **
Plan is the Development
Standard and must contact
Russ Miller @ CBMC for
pricing.
Tel. 317-780-8350
5855 KOPETSKY DRIVE SUITE G
INDIANAPOLIS IN 46217
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ELECTRICAL SPECIFICATIONSSECTION 260500 - BASIC ELECTRICAL MATERIALS AND METHODS 1. GENERAL: THE CONTRACT INCLUDES ALL ITEMS OF MATERIAL AND LABOR REQUIREDFOR THE COMPLETE INSTALLATION OF THE ELECTRICAL WORK AS SHOWN ON THEDRAWINGS AND AS HEREINAFTER SPECIFIED.. 2. SCOPE OF WORK: IN GENERAL, INCLUDES FURNISHING AND INSTALLING THE LIGHTFIXTURES, SWITCHES, RECEPTACLES, BOXES, CONDUITS, WIRE, ETC. AS CALLED FOR ONTHE ELECTRICAL PLANS. 3. ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATIC ONLY. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL EQUIPMENT WITH OWNER PRIOR TO INSTALLATION. 4. CUTTING AND PATCHING: CONTRACTOR SHALL DO ALL CUTTING AND PATCHING AS NECESSARY FOR THE INSTALLATION OF HIS WORK. MAINTAIN FIRE RATING OF WALLS AT RACEWAY PENETRATIONS. FOR EXTERIOR WALL PENETRATIONS, CORE-DRILL HOLES FOR CONDUIT AND SEAL WITH NON-SHRINKABLE GROUT. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL JURISDICTIONAL GOVERNMENTAL BODIES AND COMPLY WITH ALL OF THEIR INSPECTION REQUIREMENTS. 6. CLOSEOUT DOCUMENTS: SUBMIT RECORD DRAWINGS AND O&M MANUALS WITHIN 30DAYS OF FINAL ACCEPTANCE. 7. GUARANTEE: THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND AFTER ACCEPTANCE BY THE OWNER. THE CONTRACTOR MUST REPLACE OR CORRECT ANY DEFECTS THAT OCCUR DURING THIS INTERVAL WITHOUT COST TO THE OWNER.SECTION 260519 - CONDUCTORS AND CABLES 1. CONDUCTORS SHALL BE COPPER, 600V THHN-THWN INSULATION. 2. FEEDERS SHALL BE SINGLE CONDUCTORS IN CONDUIT. 3. BRANCH CIRCUITS SHALL BE SINGLE CONDUCTORS IN CONDUIT.SECTION 260526 - GROUNDING 1. CONDUCTORS SHALL BE COPPER. EQUIPMENT GROUNDS ROUTED WITH BRANCH CIRCUITSSHALL BE INSULATED FOR 600V.SECTION 260533 - RACEWAYS AND BOXES 1. INTERIOR CONDUITS SHALL BE EMT WITH DIE-CAST OR STEEL, SET-SCREW ORCOMPRESSION FITTINGS. 2. CONDUIT SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES TO THE BUILDING LINES AND SHALL BE SUPPORTED TO PREVENT SAGGING. 3. PULLBOXES SHALL BE STEEL WITH SCREW-TYPE OR HINGE-TYPE COVERS AND GALVANIZED OR MANUFACTURER'S STANDARD ENAMEL FINISH. 4. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC.SECTION 260553 - ELECTRICAL IDENTIFICATION 1. USE DYMO LABELS OR MACHINE-PRINTED ADHESIVE FILM LABELS WITH 1/8-INCH TEXT. 2. IDENTIFY EACH PANEL WITH LABEL OUTSIDE DOOR AND WITH LABEL INSIDE DOOR.SECTION 262400 - SERVICE AND DISTRIBUTION 1. SERVICE ENTRANCE: PROVIDE AS SHOWN ON DRAWINGS AND IN COMPLIANCE WITH UTILITY COMPANY REQUIREMENTS. COORDINATE WITH THE UTILITY COMPANY FOR CONNECTION OF PERMANENT POWER TO THE SITE. 2. POWER AND LIGHT PANELS: CIRCUIT BREAKER TYPE. PANELS SHALL MEET ALL CODE REQUIREMENTS. 3. PROVIDE ALL JUNCTION AND PULL BOXES REQUIRED TO MAKE THE CONDUIT SYSTEM PRACTICAL. 4. GROUNDING: PROVIDE ALL GROUNDS AS REQUIRED BY THE NATIONAL ELECTRICAL CODE.SECTION 262416 - PANELBOARDS 1. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: SIEMENS ENERGY & AUTOMATION INC, SQUARE D, CUTLER-HAMMER PRODUCTS OR GENERAL ELECTRIC CO. 2. SURFACE-MOUNTED CABINET. FRONT MATCHED TO BOX DIMENSIONS AND SECURED TO BOX WITH CONCEALED TRIM CLAMPS. ENTIRE FRONT TRIM HINGED TO BOX AND WITH STANDARD DOOR WITHIN HINGED TRIM COVER. 3. PROVIDE A TYPEWRITTEN DIRECTORY. 4. PHASE AND GROUND BUSES SHALL BE TIN-PLATED ALUMINUM. 5. SERIES COMBINATION RATINGS ARE NOT ALLOWED.SECTION 262816 - DISCONNECT SWITCHES 1. GENERAL-DUTY TYPE, SINGLE THROW, VISIBLE BLADES QUICK-MAKE, QUICK-BREAK,LOAD INTERRUPTER ENCLOSED KNIFE SWITCH WITH EXTERNALLY-OPERABLE HANDLE.SECTION 262726 - WIRING DEVICES 1. WALL RECEPTACLES: DUPLEX WALL CONVENIENCE OUTLETS TO BE 120 VOLT, 15 AMPGROUNDING TYPE. RECEPTACLES SHALL BE IVORY.SECTION 265100 - LIGHT FIXTURES 1. LIGHT FIXTURES: FURNISH AND INSTALL LIGHT FIXTURES COMPLETE AT LOCATIONS AS SHOWN ON DRAWINGS AND AS REQUIRED BY CODE FOR 20 AMP CIRCUITS. 2. BALLASTS: PROVIDE ELECTRONIC PROGRAMMED RAPID-START TYPE FOR LINEAR ANDCOMPACT FLUORESCENT LAMPS, ADVANCE MARK 10 OR EQUAL. 3. LAMPS: T5 HIGH-OUTPUT RAPID-START LOW-MERCURY FLUORESCENT LAMPS RATED 54WMAXIMUM, NOMINAL LENGTH 48 INCHES, 5000 INITIAL LUMENS MINIMUM, CRI 85MINIMUM, COLOR TEMPERATURE 3500K AND AVERAGE LIFE 25,000 HOURS. 4. EXIT SIGNS: INTERNALLY LIGHTED WITH LED SIGN ILLUMINATION.
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ELECTRICAL SPECIFICATIONSSECTION 260500 - BASIC ELECTRICAL MATERIALS AND METHODS 1. GENERAL: THE CONTRACT INCLUDES ALL ITEMS OF MATERIAL AND LABOR REQUIREDFOR THE COMPLETE INSTALLATION OF THE ELECTRICAL WORK AS SHOWN ON THEDRAWINGS AND AS HEREINAFTER SPECIFIED.. 2. SCOPE OF WORK: IN GENERAL, INCLUDES FURNISHING AND INSTALLING THE LIGHTFIXTURES, SWITCHES, RECEPTACLES, BOXES, CONDUITS, WIRE, ETC. AS CALLED FOR ONTHE ELECTRICAL PLANS. 3. ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATIC ONLY. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL EQUIPMENT WITH OWNER PRIOR TO INSTALLATION. 4. CUTTING AND PATCHING: CONTRACTOR SHALL DO ALL CUTTING AND PATCHING AS NECESSARY FOR THE INSTALLATION OF HIS WORK. MAINTAIN FIRE RATING OF WALLS AT RACEWAY PENETRATIONS. FOR EXTERIOR WALL PENETRATIONS, CORE-DRILL HOLES FOR CONDUIT AND SEAL WITH NON-SHRINKABLE GROUT. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL JURISDICTIONAL GOVERNMENTAL BODIES AND COMPLY WITH ALL OF THEIR INSPECTION REQUIREMENTS. 6. CLOSEOUT DOCUMENTS: SUBMIT RECORD DRAWINGS AND O&M MANUALS WITHIN 30DAYS OF FINAL ACCEPTANCE. 7. GUARANTEE: THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND AFTER ACCEPTANCE BY THE OWNER. THE CONTRACTOR MUST REPLACE OR CORRECT ANY DEFECTS THAT OCCUR DURING THIS INTERVAL WITHOUT COST TO THE OWNER.SECTION 260519 - CONDUCTORS AND CABLES 1. CONDUCTORS SHALL BE COPPER, 600V THHN-THWN INSULATION. 2. FEEDERS SHALL BE SINGLE CONDUCTORS IN CONDUIT. 3. BRANCH CIRCUITS SHALL BE SINGLE CONDUCTORS IN CONDUIT.SECTION 260526 - GROUNDING 1. CONDUCTORS SHALL BE COPPER. EQUIPMENT GROUNDS ROUTED WITH BRANCH CIRCUITSSHALL BE INSULATED FOR 600V.SECTION 260533 - RACEWAYS AND BOXES 1. INTERIOR CONDUITS SHALL BE EMT WITH DIE-CAST OR STEEL, SET-SCREW ORCOMPRESSION FITTINGS. 2. CONDUIT SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES TO THE BUILDING LINES AND SHALL BE SUPPORTED TO PREVENT SAGGING. 3. PULLBOXES SHALL BE STEEL WITH SCREW-TYPE OR HINGE-TYPE COVERS AND GALVANIZED OR MANUFACTURER'S STANDARD ENAMEL FINISH. 4. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC.SECTION 260553 - ELECTRICAL IDENTIFICATION 1. USE DYMO LABELS OR MACHINE-PRINTED ADHESIVE FILM LABELS WITH 1/8-INCH TEXT. 2. IDENTIFY EACH PANEL WITH LABEL OUTSIDE DOOR AND WITH LABEL INSIDE DOOR.SECTION 262400 - SERVICE AND DISTRIBUTION 1. SERVICE ENTRANCE: PROVIDE AS SHOWN ON DRAWINGS AND IN COMPLIANCE WITH UTILITY COMPANY REQUIREMENTS. COORDINATE WITH THE UTILITY COMPANY FOR CONNECTION OF PERMANENT POWER TO THE SITE. 2. POWER AND LIGHT PANELS: CIRCUIT BREAKER TYPE. PANELS SHALL MEET ALL CODE REQUIREMENTS. 3. PROVIDE ALL JUNCTION AND PULL BOXES REQUIRED TO MAKE THE CONDUIT SYSTEM PRACTICAL. 4. GROUNDING: PROVIDE ALL GROUNDS AS REQUIRED BY THE NATIONAL ELECTRICAL CODE.SECTION 262416 - PANELBOARDS 1. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: SIEMENS ENERGY & AUTOMATION INC, SQUARE D, CUTLER-HAMMER PRODUCTS OR GENERAL ELECTRIC CO. 2. SURFACE-MOUNTED CABINET. FRONT MATCHED TO BOX DIMENSIONS AND SECURED TO BOX WITH CONCEALED TRIM CLAMPS. ENTIRE FRONT TRIM HINGED TO BOX AND WITH STANDARD DOOR WITHIN HINGED TRIM COVER. 3. PROVIDE A TYPEWRITTEN DIRECTORY. 4. PHASE AND GROUND BUSES SHALL BE TIN-PLATED ALUMINUM. 5. SERIES COMBINATION RATINGS ARE NOT ALLOWED.SECTION 262816 - DISCONNECT SWITCHES 1. GENERAL-DUTY TYPE, SINGLE THROW, VISIBLE BLADES QUICK-MAKE, QUICK-BREAK,LOAD INTERRUPTER ENCLOSED KNIFE SWITCH WITH EXTERNALLY-OPERABLE HANDLE.SECTION 262726 - WIRING DEVICES 1. WALL RECEPTACLES: DUPLEX WALL CONVENIENCE OUTLETS TO BE 120 VOLT, 15 AMPGROUNDING TYPE. RECEPTACLES SHALL BE IVORY.SECTION 265100 - LIGHT FIXTURES 1. LIGHT FIXTURES: FURNISH AND INSTALL LIGHT FIXTURES COMPLETE AT LOCATIONS AS SHOWN ON DRAWINGS AND AS REQUIRED BY CODE FOR 20 AMP CIRCUITS. 2. BALLASTS: PROVIDE ELECTRONIC PROGRAMMED RAPID-START TYPE FOR LINEAR ANDCOMPACT FLUORESCENT LAMPS, ADVANCE MARK 10 OR EQUAL. 3. LAMPS: T5 HIGH-OUTPUT RAPID-START LOW-MERCURY FLUORESCENT LAMPS RATED 54WMAXIMUM, NOMINAL LENGTH 48 INCHES, 5000 INITIAL LUMENS MINIMUM, CRI 85MINIMUM, COLOR TEMPERATURE 3500K AND AVERAGE LIFE 25,000 HOURS. 4. EXIT SIGNS: INTERNALLY LIGHTED WITH LED SIGN ILLUMINATION.
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PLAN KEY NOTES:
GENERAL NOTES:
TYPICAL ROOF DRAIN / LEADER DETAIL
TYPICAL ROOF DRAIN BODY DETAIL
INCOMING WATER SERVICE DETAIL
F :: 317 . 288 . 0753
O :: 317 . 288 . 0681
INDIANAPOLIS, IN 46250
6925 EAST 96TH ST., SUITE 105
130313
THIS DRAWING AND THE IDEAS, DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
OF CURRAN ARCHITECTURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOLE OR
IN PART, WITHOUT THE WRITTEN
CONSENT OF CURRAN ARCHITECTURE.
COPYRIGHT 2013, CURRAN ARCHITECTUREC
RIVER ROAD SHOPS
14560 & 14570 RIVER ROAD
CARMEL, INDIANA
46033
BUILDINGS 2 & 3
PROJECT INFORMATION
CERTIFICATION
ISSUE DATES
KEY PLAN
N MP1.1-B2
BLDG. 2 - MECHANICAL PLAN
GENERAL NOTES:
TYPICAL ROOF DRAIN / LEADER DETAIL
TYPICAL ROOF DRAIN BODY DETAIL
INCOMING WATER SERVICE DETAIL
PLAN KEY NOTES:
MP1.1-B3
BLDG. 3 - MECHANICAL PLAN
F :: 317 . 288 . 0753
O :: 317 . 288 . 0681
INDIANAPOLIS, IN 46250
6925 EAST 96TH ST., SUITE 105
130313
THIS DRAWING AND THE IDEAS, DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
OF CURRAN ARCHITECTURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOLE OR
IN PART, WITHOUT THE WRITTEN
CONSENT OF CURRAN ARCHITECTURE.
COPYRIGHT 2013, CURRAN ARCHITECTUREC
RIVER ROAD SHOPS
14560 & 14570 RIVER ROAD
CARMEL, INDIANA
46033
BUILDINGS 2 & 3
PROJECT INFORMATION
CERTIFICATION
ISSUE DATES
KEY PLAN
N