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ARTICLE B - LANDSCAPE REQUIREMENTS u w � °
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ZONING: CG(GENERAL RETAIL AND SERVICE COMMERCIAL) REQUIRED PROVIDED II II II II O W Q 00
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SECTION 11-3B5 LANDSCAPING STANDARDS AND INSTALLATION F-I 00
a TREE SPECIES MIX; 26 TOTAL NUMBER OF TREES MINIMUM 3 TREE SPECIES 6 TREE SPECIES > m 0
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LANDSCAPE BUFFER TO RESIDENTIAL USES 26 BUFFER 25'BUFFER 'i
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\\ �� SERVICE AREAS AND SITE UTILITIES WITHIN 30'OF R.O.W. TO BE SCREENED UHT. SCREEN UHT. LANDSCAPE SCREEN 0 20' 40'
� A\ I leia \a \ SECTION 11-36-7 LANDSCAPING BUFFERS ALONG STREETSLO
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NO STREET FRONTAGE (CROSS ACCESS EASEMENT ONLY) N/A N/A SCALE:1"=20'
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\ SECTION 11-36-8 PARKING LOT LANDSCAPING
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I \� ��\� MINIMUM FIVE (6)FT. PERIMETER LANDSCAPE BUFFER ADJACENT TO PARKING AREA 5' 5' I+I
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N a \ ONE CLASS II OR CLASS III TREE EVERY 35 LINEAR FT. (207 LINEAR FT. TOTAL) 6 TREES 6 TREES
1 � N
\ ONE TREE FOR EACH REQUIRED PARKING LOT ISLAND 3 TREES* 3 TREES r J
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SECTION 11 3B-9 LANDSCAPING BUFFERS TO ADJOINING USES z U
FIVE(5)FT. LANDSCAPE BUFFER TO ADJOINING USES EASEMENT** S WIDE BUFFER >5'BUFFER z Z LU O
\ *PARKING ISLANDS CONTAINING EASEMENTS AND UTILITIES NOT INCLUDED IN REQUIRED PARKING ISLAND TREE CALCULATIONS. OW ~ ~
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**REFER TO VICTORY COMMONS SUBDIVISION NO. 1 PLAT, BOOK 120, PAGES 18793-18798. 0� W OZ
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\ REFERENCE NOTES SCHEDULE PLANT SCHEDULE Q = w z
I I 00 �iL \\ \ SYMBOL DESCRIPTION QTY DETAIL CONIFERS QTY BOTANICAL/COMMON NAME CONT CAL REMARKS > ILL. Q
\ 4 UM SKYROCKET B&B 6-7 TALL CONFIER
1 CONCRETE MOW CURB 17 LF 9/L.2.0
;r JUNIPERUS SCOPULOR
N 0r� /\ X \ \ O CONCRETE TREE RING 10/L.2.0 SKYROCKET JUNIPER
Nj(TYP. OF 18 7 y O� \\\ 3O ROCKERY RETAINING WALL,REF.CIVIL DETAILS w
�� \ \ ORNAMENTAL TREES QTY BOTANICAL/COMMON NAME CONT CAL REMARKS =
KID'S PLAY AREA,REF.ARCH. U)
MONUMENT SIGN,REF.ARCH. 5 CERCIS CANADENSIS B&B 2" CLASS 1 U
EASTERN REDBUD z O
9j \ \ O FENCE,REF.ARCH. O F- Z
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6, N,\ O BOLLARD,REF.ARCH. (D 6 PYRUS CALLERYANA'CLEVELAND SELECT' B&B 2" CLASS 1 LU LU w
/�/ / ° �\ ` \\ \ CLEVELAND SELECT FLOWERING PEAR LU
•I I I \� I 7 \ 9 \ SYMBOL DESCRIPTION QTY DETAIL 4LU
Lu
,v\\ �\\ \\� \\��A \ \\ 3/4"BLACK AND TAN DECORATIVE ROCK. 4,182 SF 8/L.2.0 SHADE TREES QTY BOTANICAL/COMMON NAME CONT CAL REMARKS w
3N,\ �\
I • \ \� \ \\ \\ \� \ 2 ACER RED SUNSET MAPLE
B&B 2" CLASS 2
4 N N
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/ • °o \\` v \ v y\.P �J� \ \ 5 BETULA NIGRA B&B 2 CLASS 2 O O r`
6 RIVER BIRCH
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N I I ° \\ PQ�' \W \ \\\\ 1 CARPINUS BETULUS'FRANZ FONTAINE' B&B 2" CLASS 2 z
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FRANZ FONTAINE HORNBEAM
\ I L /���I�I1\\\\\\ / ° a ��Q)JQQ \\ W\ W \?�`\ 3 LIQUIDAMBAR STYRACIFLUA'SLENDER SILHOUETTE' B&B 2" CLASS 2 Q Z z Y LU
Z ��S/� f I I • \ a \ W\\W . 3 \� \\ SLENDER SLIHOUETTE SWEETGUM LU (D Q W O
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I�� hQ—� — — — — — — — — — — — -, `k � � W � \� \ SHRUBS QTY BOTANICAL/COMMON NAME S
I I 5 iloe \ W �W\ 2OFELIONYMUS\
^=$.w— I —— —8"w .g� w \\ ° \\\\\ TYP. \r X
15 COMPACT BURNING BUSH
O PACTUS' 5 GAL
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W �wJ \ INTERIM REVIEW
a v \ v 22 PINUS STROBUS'BLUES AG 2 GAL THIS DOCUMENT IS RELEASED FOR
s _ — — — — — — — — — — — — — — — — — --) I \ �,\\�, \� �, \\\\ BLUE SHAG WHITE PINE THE PURPOSE OF INTERIM REVIEW.
—Ile 000 �'��— \ a N, CONSTRUCTION,W \ \ IT IS NOT TO N, USED FOR
\ \ \ \ \ \\ CONSTRUCTION,BIDDING,OR
m \ ° \ \ \ ANNUALS/PERENNIALS QTY BOTANICAL/COMMON NAME SIZE PERMITTING PURPOSES.
NO PROPOSED BUILDING \\' �\ A
12 HEMEROCALLIS X'PARDON ME' 1 GAL
LICENSED LANDSCAPE ARCHITECT
1,\\�` KENDALL J.HANCEY
10,759 S F ` PARDON ME DAYLILY
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\ 19 SALVIA X SYLVESTRIS'MAY NIGHT' 1 GAL
Cp \V ° \V v `v�r\ MAY NIGHT SAGE
6 W B 'W \� \\�\\ 26 SPIRAEA X BUMALDA 1 GAL
E I .W \W \�\ BUMALD SPIRAEA
a ORNAMENTAL GRASSES QTY BOTANICAL/COMMON NAME SIZE
r / ' as v �v v v v \ `♦ 91
° \ \ 15 CALAMAGROSTIS X ACUTIFLORA 1 GAL beI ——— , I W W +!; �� W W \�•`\ •"w FEATHER REED GRASS
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I I � / / \ \�eJ � 0 0� •� 12 MISCANTHUS SINENSIS'ADAGIO' 2 GAL
W/ ADAGIO EULALIA GRASS
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C GROUND COVERS QTY BOTANICAL/COMMON NAME REMARKS
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6,754 SF POA PRATENSIS'IMPERIAL BLUE'
IMPERIAL BLUE KENTUCKY BLUEGRASS
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0 5° \ GENERAL LANDSCAPE NOTES Q
I I � \b •�' / � �^\� 1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF 8. THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR � J
I I a ° <ei ALL MATERIALS FOR BIDDING AND INSTALLATION PURPOSES.IF AFTER DATE OF FINAL ACCEPTANCE. ^
I I \\\ g • // tv� DISCREPANCIES EXIST,THE PLAN SHALL DICTATE QUANTITIES TO BE USED. L.L
I I I \ \bey � •� / \ 23� �b3L� 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND �
I I / ° 2. TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: AVOIDANCE OF ALL UNDERGROUND UTILITIES DURING THE INSTALLATION
7 TYP. OF O W W
I I \�\\III /// \ \\ ` • / /- OF LANDSCAPE AND IRRIGATION ELEMENTS.SHOULD ANY DAMAGE OCCUR Z
2.1. 12"DEPTH IN ALL PLANTER BED AREAS TO UNDERGROUND UTILITIES THE CONTRACTOR SHALL REPLACE OR �
Q
50 • '�� � � /
/bey/ 2.2. 12"DEPTH IN ALL TURF SOD AREAS REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE OWNER. w
2.3. 12"DEPTH IN ALL NEW SEED AREAS. 0_ of
\ 10. PRIOR TO STREET/PUBLIC TREE INSTALLATION,PRUNING CROWN/ROOT OR
\bei S oG. i ��� / 2.4. 2"DEPTH IN ALL RESTORATION AREAS THAT WERE PREVIOUSLY ( ) E U ()
II\\���\ \ \ yet /9 REMOVAL PLEASE HAVE THE CONTRACTED LICENSED CERTIFIED ARBORIST O
/'�III� \\ g0 i VEGETATED. w r^ 0
I I \ 6 \ ' j/ //// SUBMIT A COMPLETE PUBLIC TREE PERMIT APPLICATION AT LEAST E DAYS N > Lu V J U
N \g °/ �:t / / PRIOR TO WORK BEING PERFORMED FOR THIS PROJECT TO INCLUDE Q
co I I \ \ • / 3. LANDSCAPE ROCK AND BARK MULCH COLOR AND TYPE TO BE APPROVED CERTIFIED ARBORIST INFORMATION AND START AND COMPLETION DATES."
•I I I \ \ S r /i' BY OWNER.SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. 7
TYP. OF 4 MULCH MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS 11. DIMENSIONS SHOWN ON LANDSCAPE PLAN ARE SHOWN FOR REFERENCE 19 O L
INDICATED ON THE PLANS AT THE FOLLOWING DEPTHS: AND TO AID IN INSTALLATION.SLIGHT DEVIATIONS(+/-1')FROM THE
I I \4 DIMENSIONS SHOWN ARE ACCEPTABLE AS LONG AS THE OVERALL INTENT
I I \ bei �' �ti ba / 3.1. 1"DIAMETER CRUSHED ROCK:2" OF THE DESIGN IS MAINTAINED. 0 H J
u/i 3.2. PULL MULCH MIN.OF 3"AWAY FROM BASE OF ALL PERENNIALS AND
�I `� �i • i SHRUBS AND MIN.6"AWAY FROM ALL TREES. 12. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING TREES
yes// / DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE
OWNER OR DEVELOPER.
I IxI �\\ i 4. INSTALLATION SHALL COMPLY WITH ALL NATIONAL,STATE AND LOCAL LAWS
�/ AND ORDINANCES. 13. IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS SHALL BE PROVIDED
USING EXISTING PRESSURIZED IRRIGATION LINES AND THE SOURCE.THE
5. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE
I I i QUALITY AND PERFORMANCE SPECIFIED,AND SHALL MEET THE SYSTEM SHALL BE A COMBINATION OF SPRAY/ROTARY HEADS FOR TURF
REQUIREMENTS OF THIS SYSTEM.USE MATERIALS AS SPECIFIED,NO GRASS AREAS AND DRIP TUBING WITH IN LINE EMITTERS FOR SHRUB AND
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SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF TREE PLANTING AREAS.SEE IRRIGATION PLANS FOR EXACT LAYOUT.
THE OWNER OR LANDSCAPE ARCHITECT 14. UTILITY LAYOUTS FOR THE SITE PLAN SUBMITTAL ARE DIAGRAMMATIC AND
6. BASE PLAN&LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN
SUBJECT TO CHANGE AS THE DESIGN PROGRESSES.THE LANDSCAPE PLAN
I I ��\ I11I��� WILL BE UPDATED ACCORDINGLY TO RESOLVE CONFLICTS BETWEEN
cn \ NATURE. FIELD VERIFY ALL BASE&EXISTING ELEMENTS PRIOR TO
I I CONSTRUCTION&PROVIDE NECESSARY ADJUSTMENTS. UTILITIES/UTILITY EASEMENTS AND PLANTINGS.
7. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24
HOUR PERIOD AFTER PLANTING. FOLLOWING THE FIRST 24 HOURS ALL
PLANTS SHALL BE WATERED ROUTINELY TO ENSURE SURVIVABILITY AND
I I \ \ PROMOTE ESTABLISHMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR
I I \ PROVIDING A WATERING SCHEDULE FOR THE OWNER'S REVIEW AND
` REFERENCE.
I \
I I \ \
D S i ss I SS SS
\ \
1
DEVELOPER ENGINEER ARCHITECT
NEW HORIZON ACADEMY HORROCKS ENGINEERS CD COMPANIES
2405 ANNAPOLIS LANE N 2775 W.NAVIGATOR DR. 12 SUNNIER DR
SUITE 100 SUITE 210 SUITE 100
PLYMOUTH, MN 55447 MERIDIAN, ID 83642 ST. LOUIS, MO 63143 Lml
■
CONTACT: HEIDI PROSS CONTACT:JAKE MURPHY,PE CONTACT:ANGIE SEGUIN, PE
PHONE:(763)557-1111 PHONE:(208)895-2520 PHONE: (314)238-2028
H:\!2023\ID-7403-23 New Horizon Academy\Project Data\02 CAD\2.03 Sheet Files\CZC\ID-7403-23_CZC-LS.dwg -PLAN- 5/17/2023 03:12pm, kendall.hancey
1 2 3 4 5
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CLEAN TOPSOIL, IMPORTED OR NOTES: FLEX STRAPT"' TREE TIE.TIGHTEN ONLY ENOUGH TO EVERGREEN TREE PER PLAN, REMOVE
STOCKPILED. DEPTH PER PLANS AND 1 CO N E
KEEP RUBBER STRAP FROM NURSERY STAKE IMMEDIATELY. INSTALL SHRUB v W
PLANTING DETAILS 1 . PLANT PIT SLIPPING. TA p PDO OF ROOT BALL EVEN W o o 0
DEPTH TO 4" GALVANIZED VINYL COATED GUY WITH FINISH
BE 1 LESS FOR FLAT AREAS PLACE WIRES WITH TURN BUCKLES FOR MULCH AT GRADE AND KEEP 0= 00 "' o
MIX LOWER 2 OF ,� m _ m
TOPSOIL AND THAN STAKES PARALLEL TO ADJUSTMENT. ARRANGE IN A CROWN OF MULCH AWAY — Z .2' c CO o
ROOTBALL PREVAILING WINDS. TRIANGULAR PATTERN AROUND TREE. PLANT FROM BASE OF z I..� c6 ao
UPPER 2" OF .L o
TILLED CROWN �'"�" FOR SLOPE AREAS PLACE PLANTING SOIL a PLANT N N
SUB-GRADE. BOTTOM OF STAKES PARALLEL TO EXISTING a :
y CONTOUR.
„ PIT SO THAT SUBGRADE O CONSTRUCT 2-3" Z
TILL UPPER 6 OF 6" MIN. LODGEPOLE PINE STAKES WONDER CINCH TIES. TALL WATERING I�
TREE WILL MULCH d N
A SUBGRADE PRIOR 2 DIAMETER RING AROUND EDGE W
TO INSTALLATION SIT AT 3 r ROOTBALL, SCORE SIDES WITH
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I �- ABOVE / OF PLANTING PIT
I—III— OF TOPSOIL Z 6" TALL BERM TO MAKE VERTICAL CUTS 1/2 DEEP AT 6 O.C., \\ \\ \ \\ \\ \\ N w
—1 I�I i lII I=I Ed Ed I=III=I I=I II 111= —III-I li I GRADE. o WATER BASIN. SET TOP OF ROOTBALL FLUSH WITH OR //\�/ /� // / /\/ SCARIFY SIDES OF ��In�
—I I�I I I I—III I I—I � 8" 8" SLIGHTLY ABOVE FINISH GRADE, PLACE \\%\\ \ \ PLANTING HOLE V z
1=III—III—III—III= J/ / ON UNDISTURBED SOIL. //\ /\ �� z Lu
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UNDISTURBED SUBGRADE \ \ GRANITE ROCK MULCH GRASS OR Z w Z
NOTES: \\\�\\ \\�\\�\\�\\�\\j\\\ OTHER GROUND COVER PER PLANS, coco
2 X ROOTBALL �
1. LANDSCAPE CONTRACTOR SHALL CONFIRM SUBBASE FINISH GRADE WITH o '�//\\ \\ \\ DO NOT ALLOW TO TOUCH TRUNK. Q Q
�/\ \\� MULCH PER PLANS NOTES. DIAMETER Q
GENERAL CONTRACTOR PRIOR TO INSTALLATION OF TOPSOIL. w \ \ _
i REMOVE NURSERY STAKE & TILL SOIL TO A DEPTH EQUAL TO THE
UNDISTURBED \ \\, o
2. LANDSCAPE CONTRACTOR RESPONSIBLE TO LEAVE TOPSOIL FINISH NATIVE OR TIES ROOTBALL DEPTH, REMOVE ROCKS 1. EXCAVATE SHRUB PITS AS ROUND PLANTING HOLES. o
PREPARED PLANTING AREA
GRADE AT THE CORRECT LEVEL TO ACCOMMODATE TURFGRASS OR COMPACTED '� \/� LARGER THAN 2" DIA., ADD
SCARIFY SIDES OF PLANTING AMENDMENTS PER SOIL PREPARATION 2. LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE SHALL APPROVE w
MULCH AND STILL BE 2 " BELOW ADJACENT HARDSCAPES. IMPORT DIRECTLY HOLE SPECIFICATIONS. UNDISTURBED SOIL PLANT MATERIAL HEALTH AND CONDITION PRIOR TO PLANTING.
3. LANDSCAPE CONTRACTOR RESPONSIBLE TO COMPACT AND ALLOW 2x DIA. OF TO HAVE SLOPING ROUGH SIDES. w
UNDER ROOTBALL PLANTING SOIL FIRM BUT NOT
SETTLING OF TOPSOIL AND SUB-GRADE PRIOR TO PLANTING, SEEDING, OR z w °
p z
LAYING OF TURF SOD. ROOTBALL COMPACTED � Q Q
CUT CIRCLED AND MATTED w LU
Of
ROOTS FROM NURSERY 0� 4
1 TOPSOIL 2 DECIDUOUS TREE ROOTBALL 3 CONIFER TREE 4 SHRUB AND PERENNIAL Li
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NOT TO SCALE H-PLT-SOL-35 NOT TO SCALE H-PLT-TR-27 NOT TO SCALE H-PLT-TR-21 NOT TO SCALE H-PLT-SHR-26 Iz
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CONCRETE CURB, NOTES: UL o 0
SIDEWALK OR COBBLE OR BARK MULCH PER PLANS Z
EDGING IF APPLICABLE - 1. KEEP TOP OF DECORATIVE ROCK 1/2" BELOW ADJACENT WALKS AND z
B WEED BARRIER FABRIC PER PLANS
INSTALL GRASS / SEE PLAN. CURBS. DO NOT ALLOW MULCH TO TOUCH THE TRUNK OF ANY PLANT. Q o 0
AND SPECIFICATIONS w w ~
TAPER DOWN DEPTH PERENNIAL ROOT BALL INSTALL MULCH AFTER INSTALLATION OF WEED BARRIER FABRIC AND o w Z Z v
OF MULCH AT CROWN EVEN WITH FINISH SOD ROOT AREA PLANT MATERIAL. vn Q w p
OF PLANT GRADE AND KEEP o° o o• o° o o•L(. o o• o, 0 2. CONTRACTOR TO ENSURE THAT TOP OF WEED BARRIER FABRIC ISo0o FREE OF SOILS AND DEBRIS PRIOR TO PLACING MULCH.
MULCH AWAY FROM 4" DEPTH OF CLEAN ° o• ° . o• o• o , o• oPLANTING SOIL BASE OF PLANT TOPSOIL. ° • °0 Q ° • ° • ° • °0° ° ° 3. ROCK/STONE MULCH COLOR AND SIZE PER LEGEND AND
La La SPECIFICATIONS. INTERIM REVIEW
PREPARED PLANTING CONSTRUCT 2-3" TALL a a TOPSOIL PER PLANS THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF INTERIM REVIEW.
WATERING RING AROUND AND
AREA �D o �D Ln IT IS NOT TO BE USED FOR
CONSTRUCTION,BIDDING,OR
MULCH EDGE OF PLANTING PIT o00 0 0 0� , III—III—III—III—III—III—III—III—III—III—III—III—III- SPECIFICATIONS PERMITTING PURPOSES.
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II�I—ICI—ICI—ICI= EDGING.
=1 11=1 1=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1'
//�// // // //�\//�` II11111111111111111111111111111111111111111111111111111111111111111111111=I'' CROSS RIP OR TILL UNDISTURBED SUBGRADE
/ /\ I—III—III—III—III—III—III—III—III—III—III—I�\
SUBGRADE.
BOULDER, IF APPLICABLE
11=1 T 1=1�'-
SCARIFY SIDES OF -111-1'- -''=1i1=" NOTES: _ _ _ _ _
\ \ \ \ PLANTING HOLE -III-III-I I El I I-I I I-I I I-I I I-I I I I-I I I-
\//\//\//\ 1. OVERLAP ALL WEED BARRIER SEAMS A MINIMUM OF 6". I I=III=I 11=1I I=I I1=1I I=III=III=1I I= I I II ,I I I DEWITT 50Z WEED
NOTES: =1 I M I =I I M I M I =I I Ml I M I I-I I I--I - BARRIER OR OWNER
2 X CONTAINER 2. INSTALL LANDSCAPE STAPLES EVERY 36" ON CENTER ALONG SEAMS. I I= I r I r I =I I I—III 1 I 1 1 I I—"
—'�' II�II I '� APPROVED EQUAL
DIAMETER 1. ROOT MAT THICKNESS WILL VARY ENSURE TOP OF ROOT MAT IS 1" BELOW 3. CUT FABRIC AROUND ACCENT BOULDERS AS CLOSE TO THE EDGE OF
TOP OF CURB, WALK, OR EDGING. ADJUST DEPTHS AND DIMENSIONS SHOWN THE BOULDER AS POSSIBLE. DECORATIVE LANDSCAPE
AS NECESSARY. ROCK. TYPE AND DEPTH
NOTES: 4. CUT FABRIC IN AN "X" TO ALLOW INSTALLATION OF PLANT. FOLD BACK PER NOTES AND LEGENDS.
2. SOD SHALL BE 100% KENTUCKY BLUEGRASS OR BIO GRASS BIO-NATIVE AS FLAPS UNDERNEATH THE FABRIC AND STAKE INTO PLACE. LEAVE ROOT
1 . EXCAVATE ORNAMENTAL GRASS/PERENNIAL PITS AS ROUND HOLES. SPECIFIED ON PLANS. BALL AREA UNCOVERED FOR AIR CIRCULATION TO ROOT MASS.
EXISTING SUBGRADE W
5
ORNAMENTAL GRASS TURF SOD 7 WEED BARRIER DECORATIVE LANDSCAPE ROCK 0 Z
NOT TO SCALE H-PLT-SHR-25 NOT TO SCALE H-PLT-GRS-29 NOT TO SCALE H-PAV-MLC-36 NOT TO SCALE H-PAV-MLC-22 O J
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NOTES: EXTRUDED CONCRETE TREE RING "
Zvo Lu
/ `/ > � Q IN
4" DEPTH OF SOIL PREP ORGANIC //// / N LLJ
(� IN
1. WHEN INSTALLING CONCRETE MOWCURB FOR CURVED PLANTER BEDS MAKE
SURE THAT CURVES ARE SMOOTH AND EVEN. MATERIAL
2. LANDSCAPE ARCHTIECT TO APPROVE PRIOR TO BACKFILL.
CENTER OF TREE
/2" RADIUS BOTH
6" EDGES 6" X 6" EXTRUDED // //j///: �: W
CONCRETE
FINISHED GRADE CURBING
Q o UTBC LEVELING PAD
/�j / /�\/� :• \/ Z\j COMPACT TO 80%
EXTRUDED CONCRETE
MOW CURB
GALVANIZED
REINFORCING CABLE
6" DEPTH X 8" WIDTH /
�\ � EXISTING SUGRADE
AAG G EIGA E BASE NUS
\ \r TREE ROOTBALL -
INSTALL PER TREE
COMPACTED SUBGRADE PLANTING DETAIL
BELOW AGGREGATE DEVELOPER ENGINEER ARCHITECT
BASE COURSE NEW HORIZON ACADEMY HORROCKS ENGINEERS CD COMPANIES
2405 9 ER DR
CONCRETE MOWCURB 10 CONCRETE TREE RING SUITE 1 NAPOLIS LANE N SUITE2775 21 NAVIGATOR DR. SUITE12 1 0
SUITE 100 SUITE 210 SUITE 100
PLYMOUTH, MN 55447 MERIDIAN, ID 83642 T. LOUIS, MO 63143 Lm2mO
NOT TO SCALE H-PAV-CRB-31 NOT TO SCALE H-PAV-CRB-33 CONTACT: HEIDI PROSS CONTACT:JAKE MURPHY, PE CONTACT:ANGIE SEGUIN, PE
PHONE:(763)557-1111 PHONE:(208)895-2520 PHONE: (314)238-2028
H:\!2023\ID-7403-23 New Horizon Academy\Project Data\02 CAD\2.03 Sheet Files\CZC\ID-7403-23_CZC-LS.dwg -DETAILS- 5/17/2023 03:12pm, kendall.hancey
1 2 3 4 5
SITE WORK
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EXAMINATION GUARANTEE C. SPRINKLER HEADS: E. PIPE INSTALLATION O
A. SITE VERIFICATION OF CONDITIONS 1. SPRAY HEADS:HUNTER MP ROTATOR OR MP ROTATOR SR SERIES FOR ALL SPRAY u
A. SUBMIT 1-YEAR WRITTEN GUARANTEE SIGNED BY UNDERGROUND SPRINKLER SPRINKLER HEADS OR APPROVED EQUAL. 1. INSTALL PIPE IN MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS i �O C) U
1. 48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE,CONTACT IDAHO CONTRACTOR,AGREEING TO REPAIR OR REPLACE ALL DEFECTS IN MATERIAL, RECOMMENDED BY MANUFACTURER. W 0 CO In fn
DIGLINE OR OTHER LOCALLY RECOGNIZED AND REPUTABLE UNDERGROUND D. SPRINKLER RISERS: 2. UNLESS OTHERWISE INDICATED ON APPROVED DRAWINGS,INSTALL MAIN LINES AND LATERAL LINES i fb N _�e
EQUIPMENT AND WORKMANSHIP. '
UTILITY LOCATOR SERVICE COMPANY TO ARRANGE FOR UTILITY LOCATION 1. QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER,THREE ELL SWING CONNECTING ROTOR POP-UP SPRINKLERS WITH MINIMUM COVER OF 18 INCHES BASED ON O U
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SERVICES. B. GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES JOINT ASSEMBLY,UNLESS DETAILED OTHERWISE ON THE DRAWINGS.THESE SWING FINISHED GRADE.INSTALL REMAINING LATERAL LINES WITH MINIMUM OF 12 INCHES OF COVER
2. POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND FACILITIES JOINT FITTINGS SHALL BE SCHEDULE 80 GRAY PVC FOR NIPPLES AND ELBOWS UNLESS BASED ON FINISH GRADE. fm c 00 L
RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL,EQUIPMENT AND j - O
AT SUFFICIENT LOCATIONS TO ASSURE THAT NO CONFLICT WITH THE PROPOSED OTHERWISE APPROVED.HORIZONTAL NIPPLE PARALLEL TO SIDE OF LATERAL LINE 3. INSTALL PIPE AND WIRES UNDER DRIVEWAYS OR PARKING AREAS IN SPECIFIED SLEEVES 18 INCHES 00 �
WORKMANSHIP TO THE SATISFACTION OF THE OWNER.REPAIRS,IF REQUIRED,SHALL �I
BE DONE PROMPTLY AT NO COST TO THE OWNER. SHALL BE 8 INCHES LONG MINIMUM.ALL OTHER NIPPLES ON SWING JOINT RISER SHALL MINIMUM BELOW FINISH GRADE OR AS SHOWN ON APPROVED DRAWINGS. N
WORK EXISTS AND SUFFICIENT CLEARANCE IS AVAILABLE TO AVOID DAMAGE TO Z i
EXISTING FACILITIES. BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF QUICK COUPLING VALVE. 4. LOCATE SPRINKLER HEADS NO CLOSER THAN 12 INCHES FROM BUILDING FOUNDATION.HEADS
3. PERFORM POTHOLING AT LEAST 10 WORKING DAYS IN ADVANCE OF PERFORMING 2.STATIONARY SPRAY POP-UP SPRINKLER HEADS,SHRUB SPRAY HEADS,STATIONARY IMMEDIATELY ADJACENT TO MOWSTRIPS,WALKS,OR CURBS SHALL BE ONE INCH BELOW TOP OF
ANY EXCAVATION OR UNDERGROUND WORK. SUBMITTALS SPRAY SPRINKLER HEADS AND ROTORS HEADS SHALL HAVE RISERS MADE UP ONE OF MOWSTRIP,WALK OR CURB AND HAVE ONE TO 3 INCHES CLEARANCE BETWEEN HEAD AND O
4. UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES, THE FOLLOWING WAYS: MOWSTRIP,WALK,OR CURB.
NOTIFY ARCHITECT BY PHONE OF FAX WITHIN 24 HOURS,FOLLOW TELEPHONE OR A. PRODUCT DATA:INCLUDE PRESSURE RATING,RATED CAPACITY,SETTINGS,AND 2.1 RISERS FOR IRRIGATION SPRAY HEADS WITH INLET SIZE OF 12 INCH SHALL BE 5. CUT PLASTIC PIPE SQUARE.REMOVE BURRS AT CUT ENDS PRIOR TO INSTALLATION SO Z Lf)
FAX NOTIFICATION WITH LETTER AND DIAGRAMS INDICATING CONFLICT OR ELECTRICAL DATA OF SELECTED MODELS FOR THE FOLLOWING: SWING PIPE 14 INCHES LONG MINIMUM AND 24 INCHES MAXIMUM.SWING PIPE UNOBSTRUCTED FLOW WILL RESULT.M N
A PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TO EVALUATE VALVES:INCLUDE ABOVEGROUND AND UNDERGROUND;GENERAL-DUTY, L I 6. M6 DO NOT MAKE SOLVENT WELD JOINTS MAKE SOLVENT
IF AMBIENT TEMPERATURE IS BELOW 4 DEG.F.
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PROBLEM. MANUAL AND AUTOMATIC CONTROL,AND QUICK-COUPLER TYPES. ACCORDING TO PAN DETAILS.EQUAL AS APPROVED BY ARCHITECT BE ORE
2.VALVE BOXES. BIDDING. 6.2 CLEAN MATING PIPE AND FITTING WITH CLEAN,DRY CLOTH AND APPLY ONE COAT OF P-70
B. PROTECTION 3.SPRINKLERS. 2.2 RISER FOR IRRIGATION ROTOR HEADS WITH 4 TO 1 INCH INLETS SHALL HAVE A PRIMER TO EACH.
4.SPECIALTIES. SWING JOINT ASSEMBLY.INSTALL ACCORDING TO DETAILS ON DRAWINGS. 6.3 APPLY UNIFORM COAT OF 711 SOLVENT TO OUTSIDE OF PIPE. N
5 CONTROLLERS INCLUDE WIRING DIAGRAMS 6.4 APPLY SOLVENT TO FITTING IN A SIMILAR MANNER. LLI
. . .
1. AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR E. VALVES: 6.5 RE-APPLY LIGHT COAT OF SOLVENT TO PIPE AND QUICKLY INSERT INTO FITTING. Q
ADJACENT TO PUBLIC STREETS OR HIGHWAYS. s 6.6 GIVE PIPE OR FITTING A QUARTER TURN TO ENSURE EVEN DISTRIBUTION OF SOLVENT AND O C).
2. REMOVE SPILLAGE AND SWEEP,WASH,OR OTHERWISE CLEAN PROJECT,
B. SHOP DRAWINGS:COMPLETE IRRIGATION DESIGN.SHOW IRRIGATION PIPING, 1 HOSE BIBS:4'ANGLE TYPE HOSE BIB.INSTALL ON MAIN LINE IN VALVE BOXES ON Z W Z
INCLUDING PLAN LAYOUT AND LOCATIONS,TYPES SIZES CAPACITIES,AND FLOW THREE-ELL SWING JOINT ASSEMBLY.
MAKE SURE PIPE IS INSERTED TO FULL DEPTH OF FITTING SOCKET.
STREETS,AND HIGHWAYS. 6.7 HOLD IN POSITION FOR 15 SECONDS MINIMUM OR LONG ENOUGH TO SECURE JOINT.
CHARACTERISTICS OF PIPING AND PIPE COMPONENTS,VALVES,SPRINKLERS,ROTORS 2. CONTROL VALVES:HUNTER PGV-151 VALVES. LU
3. DUST CONTROL- 6.8 WIPE OFF SOLVENT APPEARING AT OUTER SHOULDER OF FITTING.
AND DRIP SYSTEMS,LIGHTING PROTECTION,ACCESSORIES SUCH AS AIR RELIEF VALVE, 3. MANUAL DRAIN VALVES:NIBCO BRASS BALL GAS COCK WITH TEFLON SEAT OR APPROVED O
3.1. TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE,BOTH EQUAL.BRASS BALL VALVE SHALL BE"T"HANDLE ON MAIN LINES AND SHALL BE IN 6.9 DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING OBSTRUCTION TO FORM 7 p cV 0
ON-SITE AND ADJACENT TO PUBLIC AND PRIVATE PROPERTIES. DRAINS ETC AND IRRIGATION CONTOLLER(S)AND CONTROLLER WIRING.SHOW AREAS ON INSIDE OF PIPE. L LU
VALVE BOXES ON LATERAL LINES. M < Z
3.2. CORRECT OR REPAIR DAMAGE CAUSED BY DUST. OF SPRINKLER SPRAY AND OVERSPRAY. 6.10 ALLOW JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE TO PVC PIPE. I..L Q � �
3.3. EROSION CONTROL- 4. AUTOMATIC DRAIN VALVES-KING DRAIN OR APPROVED EQUAL. 6.11 TAPE THREADED CONNECTIONS WITH TEFLON TAPE. L.L 00 Z)C. COORDINATION DRAWINGS:SHOW PIPING AND MAJOR SYSTEM COMPONENTS, 5. ISOLATION VALVES:APOLLO INTERNATIONAL,FULL PORT BRASS BALL VALVE OR U)
3.3.1. TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND APPROVED EQUAL AS SHOWN ON DRAWINGS. 6.12 IF PIPE IS LARGER THAN 2 INCHES,INSTALL CONCRETE THRUST BLOCKS WHEREVER (n Q ID
TRANSPORTATION OF SOIL DOWNSTREAM,TO ADJACENT PROPERTIES, INDICATE INTERFACE AND SPATIAL RELATIONSHIP BETWEEN PIPING,SYSTEM CHANGE OF DIRECTION OCCURS ON PVC MAIN PRESSURE LINES,UNLESS OTHERWISE 2 LU Z
AND INTO ON-SITE OR OFF-SITE DRAINAGE SYSTEMS. COMPONENTS,ADJACENT UTILITIES,AND PROXIMATE STRUCTURES. DETAILED ON APPROVED DRAWINGS. 2
F. DRIP IRRIGATION: LL. Q
3.3.2. DEVELOP,INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF 1. DRIP IRRIGATION VALVES:HUNTER ICZ 1"LF OR APPROVED EQUAL.
D. MAINTENANCE DATA:TO INCLUDE IN MAINTENANCE MANUALS SPECIFIED IN DIVISION 1. F. BACKFLOW PREVENTER INSTALLATION
REQUIRED BY LAW. 2. DRIP TUBING SHALL BE:
3.3.3. REPAIR AND CORRECT DAMAGE CAUSED BY EROSION. INCLUDE DATA FOR THE FOLLOWING: 2.1 HUNTER HDL-06-12-CV
1. SUBMIT THREE(3)COPIES OF TYPEWRITTEN INSTRUCTIONS,BOUND IN 3.DRIP TUBING FITTINGS SHALL BE: 1. INSTALL PREVENTER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND STATE
C. IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE SUITABLE SIZED RING BINDERS,RECOMMENDING PROCEDURES TO BE 3.1 HUNTER"HDL-LOC"FITTINGS. AND LOCCALAL CODES.
ES.
PROMPTLY,OWNER MAY TAKE SUCH STEPS AS MAY BE DEEMED NECESSARY AND ESTABLISHED BY THE OWNER FOR THE MAINTENANCE OF THE SYSTEM 4. DRIP LINE TIE DOWNS STAKE SHALL BE BENT 12 GAUGE GALVANIZED STEEL STAPLE OR 2. SET THE HEIGHT OF THE BACKFLOW PREVENTER TO PROVIDE A MINIMUM CLEARANCE OF 12 INCHES w
DEDUCT COSTS OF SUCH FROM MONIES DUE TO CONTRACTOR.SUCH ACTION OR FROM YEAR TO YEAR.THIS SHALL INCLUDE COMPLETE INSTRUCTIONS APPROVED EQUAL. BETWEEN THE BOTTOM OF THE BACKFLOW PREVENTER AND THE GROUND BELOW. LU
LACK OF ACTION ON OWNER'S PAR DOES NOT RELIEVE CONTRACTOR FROM
FOR SYSTEM OPERATION AND MAINTENANCE INCLUDING WINTERIZING
RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK.
AND COMPLETE INSTRUCTIONS ON HOW TO DRAIN ENTIRE BACKFLOW G. IRRIGATION CONTROLLER w
PREVENTER TO PREVENT FREEZING.SUBMIT MANUALS WITH RECORD
H. EXPANSION CURLS:
DRAWINGS.THE MANUAL SHALL ALSO CONTAIN: 1. INSTALL IRRIGATION CONTROLLER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND WITH Z p
1. ADJUST EXISTING COVERS,BOXES,AND VAULTS TO GRADE. PROPER GROUNDING FOR SURGE AND LIGHTNING PROTECTION. O LLI Z
2. REPLACE BROKEN OR DAMAGED COVERS,BOXES AND VAULTS. 1.1 IDENTIFICATION READABLE FROM THE OUTSIDE OF THE COVER STATING 1. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE(3)FEET OF EACH WIRE Q
3. INDEPENDENTLY CONFIRM SIZE,LOCATION,AND NUMBER OF COVERS,BOXES AND BY WHOM THE INFORMATION WAS COMPILED. CONNECTION TO SOLENOID AND AT LEAST EVERY THREE HUNDRED(300)FEET IN H. REMOTE CONTROL VALVES AND VALVE BOXES U) 0 Of
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VAULTS WHICH REQUIRE ADJUSTMENT. 1.2 NEATLY TYPEWRITTEN INDEX NEAR THE FRONT OF THE MANUAL, LENGTH.(EXPANSION CURLS ARE FORMED BY WRAPPING AT LEAST 5 TURNS OF WIRE LLJ Z
FURNISHING IMMEDIATE INFORMATION AS TO THE LOCATION IN THE AROUND A ROD OR PIPE 1"OR MORE IN DIAMETER,THEN WITHDRAWING THE ROD). 1. INSTALL CONTROL WIRES,VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 0 4 w
MANUAL OF ALL EMERGENCY DATA REGARDING THE INSTALLATION. (D
D. FIELD QUALITY CONTROL AND ACCORDING TO ELECTRICAL CODE. w
1.3 COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS,THEIR PART I. VALVE BOXES: 2. INSTALL VALVES,PLASTIC BOXES WITH LOCKING REINFORCED HEAVY DUTY PLASTIC COVERS. W
LOCATE VALVE BOX TOPS AT FINISH GRADE.DO NOT INSTALL MORE THAN TWO VALVES IN A
NUMBERS,CURRENT COST,AND NAME AND ADDRESS OF THE NEAREST �
1. IF WORK HAS BEEN INTERRUPTED BY WEATHER,SCHEDULING,OR OTHER 1. FOR MANUAL DRAIN BALL VALVE-12"DIAMETER VALVE BOX WITH APPROPRIATE LID.
REASON,NOTIFY ARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED VENDOR OF REPLACEMENT PARTS.1.4 COMPLETE OUTLINE OF FUTURE WATERING SCHEDULES AND WHEN THEY LARGER SIZE OR SQUARE IF REQUIRED FOR ACCESS TO VALVE HANDLES.
SINGLE BOX. �
RESUMPTION OF GRADING OR COMPACTING. 3. PLACE PEA GRAVEL A MINIMUM OF 6 INCHES DEEP BELOW VALVE FOR DRAINAGE.EXTEND PEA M
SHOULD BE CHANGED FROM THE INITIAL INSTALLATION SCHEDULE.THE 2. FOR CIRCUIT AND ISOLATION VALVES-CARSON JUMBO BOX OR APPROVED EQUAL. CV N
2. OWNER RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING TO RE-AFFIRM 3. VALVE BOX SUPPORTS-STANDARD SIZE FIRED CLAY PAVING BRICKS WITHOUT HOLES. GRAVEL 3 INCHES MINIMUM BEYOND LIMITS OF VALVE BOX AND MAINTAIN 4 INCHES MINIMUM j Y Y '
SUITABILITY OF COMPLETED WORK INCLUDING COMPACTING SOILS WHICH HAVE INITIAL SCHEDULE IS CALCULATED FOR A WATERING RATE TO ESTABLISH BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL.SET VALVE BOXES OVER VALVE SO ALL Mo
NEW LAWN. PARTS OF VALVE CAN BE REACHED FOR SERVICE.SET COVER OF VALVE BOX EVEN WITH FINISH
BEEN EXPOSED TO ADVERSE WEATHER CONDITIONS. 1.5 COPY OF ALL GUARANTEES AND WARRANTIES ISSUED ON THE J. AUTOMATIC CONTROLLER: GRADE.VALVE BOX SHALL BE REASONABLY FREE FOR DIRT AND DEBRIS. LL
LL O r`
INSTALLATION,SHOWING ALL DATES OF EXPIRATION. 0
1. AUTOMATIC CONTROLLER:HUNTER HC INCLUDING PROGRAMS AND CONNECTIONS Z
REQUIRED FOR OPERATION. I. WIRING
LANDSCAPE FINISH GRADING E. RECORD DRAWINGS: 2. INCLUDE ANY WIRING,COMMUNICATION LINKS,AND COMPUTER PROGRAMS TO MAKE z
WEATHER STATION AND CONTROLLER OPERATIONAL. 1. TAPE CONTROL WIRE TO SIDE OF MAINLINE EVERY 10 FEET.WHERE CONTROL WIRE LEAVES MAIN
B 1.AS INSTALLATION OCCURS,PREPARE ACCURATE RECORD DRAWING TO BE OR LATERAL LINE,ENCLOSE IT IN CLASS 200 PVC CONDUIT.
SUMMARY SUBMITTED PRIOR TO FINAL INSPECTION,INCLUDING: 2. USE WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATE ALL SPLICES WITHIN VALVE BOXES. Q uJ LU C)K. BACKFLOW PREVENTER:WILKINS 375 REDUCED-PRESSURE BACKFLOW ASSEMBLY OR LLI
3. USE WHITE OR GRAY COLOR FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE.EACH Z Z
APPROVED EQUAL. 0 Y LU
A. INCLUDES BUT NOT LIMITED TO 1.1 DETAIL AND DIMENSION CHANGES MADE DURING CONSTRUCTION. COMMON WIRE MAY SERVE ONLY ONE CONTROLLER.PROVIDE 12 INCHES OF EXPANSION LOOP W CD 3: U
1.2 SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN THE APPROVED 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S SLACK WIRE AT ALL CONNECTIONS INSIDE VALVE BOX. I- fn Q LI O
1.PERFORM FINISH GRADING WORK REQUIRED TO PREPARE SITE FOR INSTALLATION OF CONTRACT DOCUMENTS. 4. RUN ONE EXTRA CONTROL WIRE FROM PANEL CONTINUOUSLY FROM VALVE TO VALVE Q W _
LANDSCAPING AS DESCRIBED IN CONTRACT DOCUMENTS. REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. THROUGHOUT SYSTEM SIMILAR TO COMMON WIFE FOR USE IF A WIRE FAILS.WIRE SHALL BE U 0_
1.3 FIELD DIMENSIONED LOCATIONS OF VALVE BOXES,MANUAL DRAINS, 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. DIFFERENT COLOR THAN ALL OTHER WIRES AND SHALL BE MARKED IN CONTROL BOX AS AN
AUTOMATIC DRAIN VALVES,QUICK-COUPLER VALVES,CONTROL WIRE MATERIALS RUNS NOT IN MAINLINE DITCH,AND BOTH ENDS OF SLEEVES. L. CONTROLLER: EXTRA WIRE.EXTEND EXTRA CONTROL WIRES 24 INCHES AND LEAVE COILED IN EACH VALVE BOX.
1.4 TAKE DIMENSIONS FROM PERMANENT CONSTRUCTED SURFACES OR J. OTHER VALVES INTERIM REVIEW
A. IMPORTED TOPSOIL TO MEET THE FOLLOWING CRITERIA: EDGES LOCATED AT OR ABOVE FINISH GRADE. 1.CONTROLLER SHALL BE HUNTER HCC HYDRAWISE ENABLED MODEL WITH SUFFICIENT
1.FERTILE,LOOSE,FRIABLE SOIL MEETING FOLLOWING CRITERIA 1.5 TAKE AND RECORD DIMENSIONS AT TIME OF INSTALLATION. STATIONS TO ACCOMODATE LAYOUT AND PROVIDE 5 ADDITIONAL STATIONS FOR FUTURE
1.1. CHEMICAL CHARACTERISTICS- USE. 1. INSTALL(1)QUICK COUPLING VALVES IN APPROPRIATE LOCATIONS IN VALVE BOXES. THIS DOCUMENT IS RELEASED FOR
1.1.1. ACIDITY/ALKALINITY RANGE-PH 5.5 TO 7.7 2. ISOLATION VALVES,AND ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES SHALL BE THE PURPOSE OF INTERIM REVIEW.
2.THE RECORD DRAWINGS SHALL BE PROVIDED ELECTRONICALLY IN AUTOCAD(OR IN INSTALLED ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM IT IS NOT TO BE USED FOR
1.1.2. SOLUBLE SALTS-LESS THAN 2.0 MMHOS/CM SOFTWARE COMPATIBLE WITH AUTOCAD)AND ON REPRODUCIBLE MATERIAL M.OTHER COMPONENTS: COMPLETE. CONSTRUCTION,BIDDING,OR
1.1.3. SODIUM ABSORPTION RATIO(SAR)-LESS THAN 3.0 (I.E.,SEPIA). PERMITTING PURPOSES.
1.1.4. ORGANIC MATTER-GREATER THAN ONE PERCENT 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S 3. INSTALL ISOLATION VALVES TO SEGMENT THE SYSTEM FOR MAINTENANCE.
1.2. PHYSICAL CHARACTERISTICS- 4. INSTALL ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES ACCORDING TO LOCAL CODES
3.PROVIDE REDUCED COPY OF RECORD DRAWING AT HALF-SIZE WITH COLOR KEY REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. LICENSED LANDSCAPE ARCHITECT
1.2.1. GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL CHARACTERISTICS 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE. KENDALL J.HANCEY
AS MEASURED BY HYDROMETER. CIRCUITS,AND LAMINATE BOTH SIDES WITH 5 MIL THICK OR HEAVIER PLASTIC. 3. IF REQUIRED,PROVIDE PRESSURE BOOSTER PUMP AND ALL ASSOCIATED EQUIPMENT AS IDAHO REGISTRATION#LA-16920
SAND-15 TO 60 PERCENT MOUNT ON 4 INCH PLYWOOD BOARD.DRILL TWO 1/2-INCH HOLES AT TOP OF REQUIRED TO MAKE PUMP OPERATIONAL. K. SPRINKLER HEADS
SILT-10 TO 60 PERCENT BOARD AND HANG ON HOOKS IN ELECTRICAL ROOM OR AS DIRECTED BY
CLAY-5 TO 30 PERCENT ARCHITECT OR OWNER. MIXES 1. PRIOR TO INSTALLATION OF SPRINKLER HEADS,OPEN CONTROL VALVES AND USE FULL HEAD OF
1.2.2. CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS,NOXIOUS WEEDS, WATER TO FLUSH OUT SYSTEM.
ROCKS LARGER THAN 11 INCH IN ANY DIMENSION,AND OTHER QUALITY ASSURANCE 2. SET SPRINKLER HEADS AND QUICK-COUPLING VALVES PERPENDICULAR TO FINISH GRADE.
OBJECTIONABLE MATERIALS. A.CONCRETE FOR THRUST BLOCKS: 3. DO NOT INSTALL SPRINKLERS USING SIDE INLETS;INSTALL USING BASE INLETS ONLY.
1.3. SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES MEASURING 4. SET SPRINKLER HEADS AT A CONSISTENT DISTANCE FROM EXISTING WALKS,CURBS AND OTHER
OVER 2.0 MM IN LARGEST SIZE. A. PRODUCT OPTIONS:DRAWINGS SHALL INDICATE SIZE,PROFILES,AND DIMENSIONAL 1. ONE CU.FT.CEMENT,2 CU.FT.SAND,4 CU.FT.GRAVEL,AND 5 GALLONS MINIMUM TO 6 PAVES AREAS AND TO GRADE.SEE"PIPE INSTALLATION"SECTION.
REQUIREMENTS OF IRRIGATION PIPING AND COMPONENTS BASED ON SPECIFIC TYPES GALLONS MAXIMUM WATER. 5. SHRUB SPRAY HEADS SHALL BE INSTALLED ON RISERS A MINIMUM OF 12 INCHES ABOVE FINISH
PREPARATION AND MODELS INDICATED. 2. MIX THOROUGHLY BEFORE PLACING. GRADE OF PLANTING AREA WHERE NOT ADJACENT TO PEDESTRIAN AREAS.AT SHRUB AREAS
ADJACENT TO PEDESTRIAN ACCESS USE POP-UP SPRAY HEADS.
B. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LATEST RULES AND EXAMINATION
A. PRIOR TO GRADING,DIG OUT WEEDS FROM PLANTING AREAS BY THEIR ROOTS AND REGULATIONS,AND OTHER APPLICABLE STATE OR LOCAL LAWS.NOTHING IN L. DRIP IRRIGATION
REMOVE FROM SITE.BEFORE PLACING TOP SOIL IN LANDSCAPE AREAS,REMOVE ROCKS APPROVED CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK NOT
LARGER THAN 1 INCH IN SIZE AND FOREIGN MATTER SUCH AS BUILDING RUBBLE,WIRE, CONFORMING TO THESE CODES. A. SITE VERIFICATION OF CONDITIONS:PERFORM PRESSURE TEST AT STUB-OUT ON MAIN WATER 1. POINT SOURCE DRIP LINE TUBING SHALL BE INSTALLED TO CONFORM TO THE FOLLOWING:
CANS,STICKS,CONCRETE,ETC. LINE PROVIDED FOR IRRIGATION SYSTEM,OR AT NEAR-BY FIRE HYDRANT. 1.1 PLACE TUBING ON TOP OF LANDSCAPE FABRIC AND UNDER PLANTING BED MULCH. 7
B. PRIOR TO PLACING TOPSOIL,REMOVE ANY IMPORTED BASE MATERIAL PRESENT IN 1.2 ALL DRIP LINE TUBING SHALL BE HELD IN PLACE BY SOIL STAPLES.SOILD STAPLES SHALL L
PLANTING AREAS DOWN TO NATURAL SUBGRADE OR OTHER MATERIAL ACCEPTABLE TO C. PRE-INSTALLATION MEETING:SCHEDULE MEETING AFTER EXCAVATION OF TRENCHES AND PREPARATION CONFORM TO THE FOLLOWING: O
ARCHITECT. INSTALLATION OF SLEEVES,BUT PRIOR TO INSTALLATION OF PIPE. 1.2.1 SANDY SOIL:ONE STAPLE EVERY THREE(3)FEET AND TWO(2)STAPLES ON EACH _
A. DURING CONSTRUCTION AND STORAGE,PROTECT MATERIALS FROM DAMAGE AND CHANGE OF DIRECTION(TEE,ELBOW OR CROSS).
PERFORMANCE PROJECT CONDITIONS PROLONGED EXPOSURE TO SUNLIGHT. 1.2.2 LOAM SOIL:ONE STAPLE EVERY FOUR(4)FEET AND TWO(2)STAPLES ON EACH
CHANGE OF DIRECTION(TEE,ELBOW OR CROSS).
A. SITE TOLERANCES A. INVESTIGATE AND DETERMINE AVAILABLE WATER SUPPLY,WATER PRESSURE,WATER B. WORK DAMAGED DURING COURSE OF WORK OF THIS SECTION SHALL BE REPLACED OR 1.2.3 CLAY SOIL:ONE STAPLE EVERY FIVE(5)FEET AND TWO(2)STAPLES ON EACH CHANGE
1.TOTAL TOPSOIL DEPTH- REPAIRED AT NO ADDITIONAL COST TO OWNER.IF DAMAGED WORK IS NEW,REPAIR OR OF DIRECTION(TEE,ELBOW OR CROSS).
QUALITY AND FLOW CHARACTERISTICS.REPORT ANY DISCREPANCIES FROM DESIGN 1.3 JOIN TOGETHER ALL ENDS OF TUBING WHEN POSSIBLE.INSTALL A REMOVABLE FLUSHING
1.1. LAWN PLANTING AREAS-4 INCHES MINIMUM REPLACEMENT SHALL BE PERFORMED BY INSTALLER OR ORIGINAL WORK.
1.2. SHRUB&GROUNDCOVER PLANTING AREAS-12 INCHES MINIMUM TO ARCHITECT. CAP AT POINTS ON THE SYSTEM TO DRAIN THE TUBING.AT ENDS NOT USED FOR FLUSHING Lu
C THROUGHOUT ENTIRE SHRUB BED AREA. C. ALL LATERAL LINES SHALL RUN AS IS POSSIBLE WITHIN PLANTING AREAS AND AVOID CONFLICT INSTALL A FIGURE EIGHT CLOSURE.
2.ELEVATION OF TOPSOIL RELATIVE TO WALKS,CURBS OR OTHER PAVEMENTS BEFORE SEQUENCING AND SCHEDULING WITH THE LOCATION OF PLANT MATERIALS.WHERE TRENCHING IS REQUIRED IN PROXIMITY 2. POINT SOURCE DRIP LINE EMITTERS INSTALLATION SHALL CONFORM TO THE FOLLOWING: v
PLANTING AND AFTER ADDITION OF SOIL AMENDMENTS- TO PLANT MATERIALS CARE SHALL BE TAKEN TO AVOID DAMAGE TO ROOTS.DO NOT CUT 2.1 ALL DRIP TUBING SHALL HAVE BUG CAP AT END OF 71 INCH DISTRIBUTION TUBING. O w
2.1 SODDED LAWN AREAS-2 INCHES BELOW EXISTING TREE ROOTS MEASURING OVER 2 INCHES IN DIAMETER. 2.2 ALL DRIP TUBING SHALL BE HELD ABOVE MULCH BY!INCH TUBING STAKE. ^
A. MAINTAIN UNINTERRUPTED WATER SERVICE TO BUILDING DURING NORMAL WORKING L.L
2.2. SHRUB&GROUNDCOVER AREAS-2 INCHES BELOW HOURS.ARRANGE FOR TEMPORARY WATER SHUTOFF WITH OWNER. 2.3 THE FOLLOWING EMITTERS SHALL BE INSTALLED FOR EACH PLANT:
B. DO NOT EXPOSE OR DAMAGE EXISTING SHRUB OR TREE ROOTS. INSTALLATION 2.3.1 SMALL SHRUB:TWO(2)0.5 GPH EMITTERS.
B COORDINATE IRRIGATION PIPING WITH UTILITY WORK 2.3.2 LARGE SHRUB:TWO(2)0.5 GPH EMITTERS.
B. .
C. DISTRIBUTE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO SPECIFIED ELEVATION 2.3.3 SMALL TREE:FOUR(4)0.5 GPH EMITTERS. ui
RELATIVE TO WALK OR CURB. A. TRENCHING AND BACKFILLING 2.3.4 LARGE TREE:FOUR(4)0.5 GPH EMITTERS.
EXTRA MATERIALS 1. PULLING OF PIPE IS NOT PERMITTED. 2.4 SPACE THE POINT OF WATER APPLICATION EVENLY AROUND THE PLANTS. W
D. SLOPE GRADE AWAY FROM BUILDING FOR 12 FEET MINIMUM FROM WALLS AT SLOPE OF z 2. OVER-EXCAVATE TRENCHES 2 INCHES AND BRING BACK TO INDICATED DEPTH BY FILLING 2.5 FOR TREES REQUIRING EMITTER FLOWS GREATER THAN 2 GPH INSTALL A WATER WELL TO
INCH PER FT MINIMUM UNLESS OTHERWISE NOTED.HIGH POINT OF FINISH GRADE AT HOLD THE WATER SO IT CAN ADEQUATELY SOAK IN.
A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND WITH BACKFILL MATERIAL AS SPECIFIED UNDER PART 2-PRODUCTS.SEPARATE OUT Z
BUILDING FOUNDATION SHALL BE 6 INCHES MINIMUM BELOW FINISH FLOOR LEVEL.DIRECT ROCKS LARGER THAN 1-1/2 INCH IN ANY DIRECTION UNCOVERED IN TRENCHING M. TESTING x � Q < W
N OPERATION FROM EXCAVATED MATERIAL AND REMOVE FROM AREAS TO RECEIVE
SURFACE DRAINAGE IN MANNER INDICATED ON DRAWINGS BY MOLDING SURFACE TO THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED 5 Lu
FACILITATE NATURAL RUN OF WATER.FILL LOW SPOTS AND POCKETS WITH TOP SOIL WITH LABELS DESCRIBING CONTENTS.DELIVER EXTRA MATERIALS TO OWNER. LANDSCAPING. 1. NOTIFY ARCHITECT TWO WORKING DAYS MINIMUM PRIOR TO TESTING. G
AND GRADE TO DRAIN PROPERLY. 1. TWO VALVE BOX COVER KEYS. 3. COVER PIPE BOTH TOP AND SIDES WITH 2 INCHES OF BACKFILL MATERIAL AS SPECIFIED O2. TEST PRESSURE LINES AT 100 PSI MINIMUM FOR 6 HOURS MINIMUM AND MAKE CERTAIN THERE ARE W fV
2. TWO QUICK COUPLER KEYS WITH BRASS HOSE SWIVEL. UNDER PART 2-PRODUCTS.PLACE AND COMPACT REMAINDER OF BACKFILL TO WITHIN NO LEAKS BEFORE BACKFILLING. N :E O U
3. TWO MANUAL DRAIN VALVE KEYS. 5 INCHES OF FINISH GRADE SHALL BE AS SPECIFIED IN RELATED SECTIONS.TOP 5 3. AFTER BACKFILLING,PERFORM AN OPERATING TEST OF THE ENTIRE SYSTEM.OPERATE THE ENTIRE
4. TWO SETS OF SPRINKLER WRENCHES FOR ADJUSTING,CLEANING OR INCHES OF BACKFILL SHALL BE TOPSOIL AS SPECIFIED IN RELATED SECTION.
IRRIGATION SYSTEMS SYSTEM THROUGH ONE CYCLE OF THE CONTROLLER FOR THE PURPOSE CHECKING O
DISASSEMBLY OF EACH TYPE OF SPRINKLER. 4. DO NOT COVER PRESSURE MAIN,SPRINKLER PIPE,OR FITTINGS UNTIL PRESSURE TEST COVERAGE AND ASSURING THE ABSENCE OF LEAKS.REPAIR WATER LINES,
VALVES,OR
5. TWO OF ANY OTHER TOOLS REQUIRED FOR ANY OTHER EQUIPMENT. HAS BEEN COMPLETED AND ARCHITECT HAS INSPECTED AND APPROVED THE SYSTEM. CONNECTIONS WHICH SHOW EVIDENCE OF LEAKAGE.
SUMMARY B. EXCAVATION BEYOND EXCAVATION LIMITS 4. ANY PORTION OF THE SYSTEM WHICH SHOWS DEFECTS OR LEAKAGE SHALL BE REPAIRED TO THE O W
MATERIALS SATISFACTION OF THE ARCHITECT AND THE OWNER OR BE REPLACED.AFTER ALL REPAIRS OR
A. THIS SECTION INCLUDES PIPING,VALVES,SPRINKLERS,LAWN SPRINKLER SPECIALTIES, 1. WHERE IT BECOMES NECESSARY TO EXCAVATE BEYOND THE LIMITS OF NORMAL REPLACEMENTS HAVE BEEN MADE AND APPROVED BY THE ARCHITECT,THE ABOVE REQUIRED
CONTROLS,AND WIRING. A. BACKFILL MATERIAL EXCAVATION LINES IN ORDER TO REMOVE ROCK OR OTHER INTERFERING OBJECTS, TEST SHALL BE MADE AGAIN. 7
THE VOID REMAINING AFTER THE REMOVAL OF THE OBJECT SHALL BE BACKFILLED
SYSTEM DESCRIPTION 1. BACKFILL MATERIAL SHALL CONSIST OF SAND,NATIVE MATERIAL OR TOPSOIL WITH
WITH SUITABLE MATERIAL AND COMPACTED AS PER THE"EARTHWORK"SECTION AND N. ADJUSTMENT
THIS SPECIFICATION SECTION.THE REMOVAL OF ALL ROCK OR OTHER INTERFERING
NO ROCKS LARGER THAN a INCH IN ANY DIMENSION.ARCHITECT SHALL APPROVE 1. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALKING
A. PROVIDE UNDERGROUND IRRIGATION SYSTEM DESIGN AND INSTALLATION AS REQUIRED ON-SITE MATERIAL FOR BACKFILL OPERATION. OBJECTS AND THE BACKFILLING OF VOIDS LEFT BY SUCH REMOVALS SHALL BE AT THE ON IT WITHOUT APPRECIABLE HARM.SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF
FOR ALL LANDSCAPING.DESIGN SYSTEM AS REQUIRED TO ACHIEVE FULL,EVEN COVERAGE
2.IMPORTED BACKFILL MATERIAL,AS REQUIRED,SHALL BE CLEAN SOIL,FREE FORM EXPENSE OF THE CONTRACTOR. ORIGINAL CONTRACT WITH NO ADDITIONAL COST TO OWNER. W Q
WITHOUT SPRAYING ONTO BUILDINGS,SIDEWALKS,FENCES,ETC. ORGANIC MATERIAL,TRASH,DEBRIS,RUBBISH,BROKEN CEMENT,ASPHALT C. SLEEVING 2. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO SPRAY DOES NOT FALL ON r n
MATERIAL,OR OTHER OBJECTIONABLE SUBSTANCES AND APPROVED BY THE BUILDING. `J
B. CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE(PSI)AND FLOW(GPM). ARCHITECT. 1. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF THE SLEEVING 3. ADJUST WATERING TIME OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS.
B. DRAINAGE FILL MATERIAL WITH THE WORK OF OTHER TRADES,(I.E.,CONCRETE,ASPHALT PAVING,ETC.). O. CLEAN-UP n/
DEFINITION 2. SLEEVE WATER LINES AND CONTROL WIRES UNDER WALKS AND PAVING EXTEND L.L
SLEEVES 6 INCHES MINIMUM BEYOND WALK OR PAVEMENT EDGE.CAP SLEEVES UNTIL 1. REMOVE FROM SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION.
A. CIRCUIT PIPING:DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS,SPECIALTIES,AND 1.WASHED,EVENLY GRADED MIXTURE OF CRUSHED STONE,OR CRUSHED OR PIPES AND WIRES ARE INSTALLED TO KEEP SLEEVE CLEAN AND FREE OF DIRT AND
DRAIN VALVES.PIPING IS UNDER PRESSURE DURING FLOW. UNCRUSHED GRAVEL,WITH 100%PASSING A 1-1/2"SIEVE AND NOT MORE THAN DEBRIS.
5%PASSING A NO.4 SIEVE. 3. USE ONE WATER PIPE MAXIMUM PER SLEEVE.SLEEVE CONTROL WIRING IN SEPARATE
B. DRAIN PIPING:DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES.PIPING IS NOT UNDER SLEEVE.
PRESSURE. COMPONENTS 4. POSITION SLEEVES WITH RESPECT TO BUILDINGS AND OTHER OBSTRUCTIONS SO PIPE
CAN BE EASILY REMOVED.
C. IRRIGATION MAIN PIPING:DOWNSTREAM FROM POINT OF CONNECTION TO WATER A. PIPE AND FITTINGS: D. GRADES AND DRAINING
D DISTRIBUTION PIPING TO INCLUDING CONTROL VALVES PIPING IS UNDER WATER
DISTRIBUTION SYSTEM PRESSURE. 1. PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH 1. GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED.
SYSTEM PERFORMANCE REQUIREMENTS MANUFACTURER'S NAME,SIZE,SCHEDULE,TYPE AND WORKING PRESSURE. 1.1 SLOPE PIPE TO DRAIN TO CONTROL VALVE BOX WHERE POSSIBLE.
2. LATERAL IRRIGATION PIPING SHALL BE POLYETHYLENE"POLY"PIPE.MAINLINE 1.2 WHERE THIS IS NOT POSSIBLE,SLOPE PIPE TO A MINIMUM NUMBER OF LOW
PIPING SHALL BE SCHEDULE 40 PVC FOR PIPES 4"THROUGH 3"AND CLASS 200 POINTS.AT THESE LOW POINTS,INSTALL AN AUTOMATIC KING DRAIN.
A. MINIMUM WATER COVERAGE:100 PERCENT OF TURF AND PLANTING AREAS. FOR PIPE SIZES 4"AND LARGER OR APPROVED EQUAL PIPE. 1.3 INSTALL 2 INCH CLASS 200 PVC PIPE OVERTOP OF MANUAL DRAIN AND CUT AT
B. LOCATION OF SPRINKLERS AND SPECIALTIES:DESIGN LOCATION WILL BE APPROXIMATE. FINISH GRADE.
MADE MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH 3. PVC SCHEDULE 40 FITTING FOR MAINLINE PIPE SIZES 4"THOUGH 1 2',PVC SCHEDULE 1.4 DO NOT USE AUTOMATIC DRAIN VALVES ON MAINLINES.
AS SIGNS AND LIGHT STANDARDS. 80 FOR PIPE SIZES 2"THROUGH 3"AND PUSH ON DUCTILE OR MECHANICAL CAST 1.5 SLOPE PIPES UNDER PARKING AREAS OR DRIVEWAYS TO DRAIN OUTSIDE THESE
C. MINIMUM WORKING PRESSURES:THE FOLLOWING ARE MINIMUM PRESSURE REQUIREMENTS IRON FITTINGS ON PVC MAINLINE FITTING 4"AND LARGER. AREAS.
FOR PIPING,VALVES,AND SPECIALTIES,UNLESS OTHERWISE INDICATED: 4. THREADED PIPE CLAMP ALL POLY PIPE FITTINGS.DOUBLE-CLAMP ALL CONNECTIONS 1.6 PROVIDE AND INSTALL QUICK-COUPLING VALVE OR VALVES IN LOCATION FOR EASY
1. IRRIGATION
PIPING:
5PING:200 KPA. 80KPA. 1 TECONOR EATER. BLOWOUT OF ENTIRE SYSTEM. DEVELOPER ENGINEER ARCHITECT
2.CIRCUIT PIPING: 150 PSIG 1035 KPA. 5. REMOTE CONTROL VALVE CONNECTION TO MAINLINE SHALL BE PVC SST TEE,
3.DRAIN PIPING: PSIG 690 KPA. EPDXY COATED DOUBLE STRAP SADDLE,M.J.TEE,OR HARDCO DUCTILE IRON SERVICE TEES. NEW HORIZON ACADEMY HORROCKS ENGINEERS CD COMPANIES
B. SLEEVES: 2405 ANNAPOLIS LANE N 2775 W.NAVIGATOR DR. 12 SUNNER DR
1. SLEEVES DIAMETER SHALL BE TWO TIMES LARGER THAN PIPE THAT IS TO BE SUITE 100 SUITE 210 SUITE 100
INSTALLED IN SLEEVE.SLEEVES UNDER 4"DIAMETER SHALL BE PVC SCHEDULE PLYMOUTH, MN 55447 MERIDIAN, ID 83642 ST. LOUIS, MO 63143 Lm3mO
40.SLEEVES 4"AND LARGER SHALL BE CLASS 200 PVC SEWER PIPE. CONTACT: HEIDI PROSS CONTACT:JAKE MURPHY,PE CONTACT:ANGIE SEGUIN, PE
2. WIRE SLEEVES SHALL BE PVC PIPE OR ELECTRICAL TUBING.WIRE SLEEVES SHALL PHONE:(763)557-1111 PHONE:(208)895-2520 PHONE: (314)238-2028
BE 2"UP TO 40 WIRES AND 2 2 INCH FOR 41 TO 56 WIRES AND 3"FOR 57 TO 88.
H:\!2023\ID-7403-23 New Horizon Academy\Project Data\02 CAD\2.03 Sheet Files\CZC\ID-7403-23_CZC-LS.dwg -SPEC- 5/17/2023 03:12pm, kendall.hancey