HomeMy WebLinkAboutPre-plat PRELIMINARY PLAT SHOWING PRELIMINARY PLAT DATA
SESSIONS PARKWAY SUBDIVISION SITE DATA
I TOTAL AREA OF SITE 5.32 ACRES
SITUATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 3 N TOTAL NUMBER OF LOTS 5
TOTAL NUMBER OF BUILDABLE LOTS 5
NORTH, RANGE 1 EAST, B. M ., CITY OF MERIDIAN, ADA COUNTY, IDAHO . TOTAL NUMBER OF COMMON LOTS 0
2022 ZONING
EXISTING ZONING CG
MAXIMUM BUILDING HEIGHT 65'
0 15 30 60 90 SETBACKS
STREET (ENTRY CORRIDOR) 35'
REAR 0'
Plan Scale SIDE (INTERIOR) 0'
BUFFER TO RESIDENTIAL USES 25'
U NA MAS SUB. I UTILITIES
WATER: CITY OF MERIDIAN
LOT 1 BLOCK 1 LOT 2 BLOCK 1 BOOK 103 PAGE 13894-13896 POWER: IITY OF O MERIDIAN
SOUTHEAST MARKETPLACE SUB. I SOUTHEAST MARKETPLACE SUB. NATURAL GAS: INTERMOUNTAIN GAS CO.
TELEPHONE: CENTURY LINK
BOOK 101 PAGE 13253-13255 'R PRESSURE IRRIGATION: SETTLERS IRRIGATION DISTRICT
BOOK 101 PAGE 13253-13255 I _ _ _ _ _ _ _
NOTES
I \ 1. A 10-FOOT JOINT UTILITY TRENCH EASEMENT WILL BE PROVIDED ALONG ALL THE
EXTERIOR SUBDIVISION BOUNDARY.
2. INTERNAL LOT LINES ARE CONCEPTUAL ONLY AND MAY CHANGE DURING FINAL PLATTING
I BASED ON PHASING OF THE CONSTRUCTION.
PRIVATE DRIVE iR 3. LANDSCAPING AND BUILDINGS SHALL BE PER FUTURE APPROVED PLANS.
N89'51'36"W 236.99'00.15' _ 4. CROSS-ACCESS EASEMENTS AND STORM DRAINAGE EASEMENTS MAY BE PROVIDED
— — _ _ _ _ — _ _ ACROSS LOT LINES AS DETERMINED DURING FINAL DESIGN.
242.49'w_ �n — — — 236.99 - - - - -
Im l 1 5. NO PUBLIC ROADS ARE PROPOSED OR ARE DIRECTLY IMPACTED BY THIS SUBDIVISION.
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\ I �
LEGEND
: f I
!w �I BLOCK 1 10.00' PRESSURE
Im 0 i LOT IRRIGATION EASEMENT — — BOUNDARY LINE
16f
I 0 ml 0.84 AC ± I — — OFFSITE BOUNDARY LINE
Ni I I �I i l - — — — — — — — — — - EASEMENT
I sI I BLOCK 1 I 25.00' I — ROAD CENTERLINE
I LOT 1 m 30.00' CROSS ACCESS EASEMENT
I LOT LINE LINE
63,482 SF
1.46 Ac.±
R/w R/w RIGHT-OF-WAY LINE
I I I11.0
S89'22'03"E� 235.28' m Ln FOUND 1/2 INCH REBAR I cn m � �� rl
II
a Il _u i cnN
FOUND 5/8 INCH REBAR
o I Q Oo\w0 z ko
SPIKE
Luw> Im � �
o I I z I bj O mI I Ln
0 � SETBACKS
' ' I I I Imo I BLOCK 1 I CoASPHALT
Ln
o LOT 4 Ln
J o •'I° I con �I 30.00' CITY OF 36,485 SF I�I O z
< o I ' J I I SEMERID WER IAND 0.84 AC.± I I W SEEPAGE BED
N90°00'00"W 245.22' I MAIN WATER
I G F I - MERIDIAN INVESTMENTS LLC ILu O s s s SANITARY SEWER LINE
ASP: S1104233712 Co w w WATER LINE
ROW IMPROVEMENTS w I G G c GAS LINE
BY OTHERS I� > I 2651 N RECORDS AVE
I •.{ I I I p mI I I I —OP—OP— OVERHEAD POWER LINE
Lu Q �� I S89°21'54"E 233.57' I Gi Gi GRAVITY IRRIGATION LINE
�{ BLOCK 1 I > I
r) (')2 LOT 2 I� a I I i Pl Pl PRESSURE IRRIGATION LINE
47,765 SF O = - J I SEWER MANHOLE
oo v 1.10 AC.± o �Q7 Q
o �c� -5 r 2 I I wv WATER VALVE
Q I� I I I x WATER METER
FIRE HYDRANT
BLOCK 1
\ �`^ LOT 3 I �Q� POWER POLE
d3— o ml 47,657 SF I POWER BOX
o -d� 1.09 AC.±
d�\ o I I EP EP EDGE OF PAVEMENT
�\ v / o 11 L0
CEP EP F o /I N EG Ec EDGE OF GRAVEL
E\ RIVATE DRIVE��3 � \cn a \ \
TREE DECIDUOUS
,08»E � 132.06' � �� \ \ � � � �
PN84`26 \
� Sg� \ \\ \ \ \\ \ EXISTING GRADE CONTOUR
2 .00' 7,9
S
N84°26'08"E 17.43'
LOT 24 BLOCK 49
LOCHSA FALLS SUB. NO. 12
N BOOK 92 PAGE 10958-10960 �z���_ \\
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3 SESSIONS PARKWAY SUB
0
MERIDIAN, IDAHO
z I \ LOT 2&3 BLOCK 1 I PRELIMINARY PLAT COVER
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LOT 1 BLOCK 1 BACH SUB.
3 BACH SUB.
BOOK 113 PAGE 16608-16611
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0 5725 NORTH DISCOVERY WAY
BOISE, IDAHO 83713
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PROJECT: 20-023
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Im I I GENERAL NOTES
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1 `1 I 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL
,� ��� \� I I PUMP STATION a RUN THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS ALONG
THE SOUTH BOUNDARY OF THE PROJECT.
u BLOCK 1 I 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE
PROPERTIES WILL BE SERVED BY CONNECTION TO THE EXISTING SEWER MAIN ALONG THE
1 LOT 5 I SOUTH BOUNDARY OF THE PROPERTY.
Im 1 36,513 SF
2630 �I 0.84 AC.±
3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED
I DURING FINAL DESIGN.
2624 I I I 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER SERVICES WILL BE INSTALLED IN
SI N BLOCK 1 a ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF
I LOT 1 — S m MERIDIAN REQUIREMENTS.
63,482 SF 5. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE
I 1.46 AC.± I I STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE
IRRIGATION.
co m 2622 �� d a
I b � o 6. ALL STREETS SHALL BE PRIVATE. SEE PRELIMINARY ROADWAY CROSS-SECTION THIS
w I SHEET.
I o N z cai I 25.00'
") w Ld> 30.00' CROSS 7. STORM DRAINAGE FROM THE PRIVATE ROADWAY SHALL BE COLLECTED IN THE TEMPORARY
ROADSIDE SWALE. PERMANENT STORM WATER FACILITIES WILL BE CONSTRUCTED AS THE
� I N I ACCESS EASEMENT
Iz w EnI I SUBDIVISION DEVELOPS.
8. SANITARY SEWER AND WATER FACILITIES WILL BE PROVIDED WITH A PERMANENT PUBLIC
p
BLOCK 1
Im I i I < UTILITY EASEMENT.
I I I
LOT 4
O I .I° I I �° ml I a cn 9. EAGLE ROAD RIGHT-OF-WAY IMPROVEMENTS TO BE CONSTRUCTED BY OTHERS.
_ _ _ _ _ _ m 36,485SF 2 p
J J I I N 0.84 AC.± I I - 10. PRESSURE IRRIGATION TO BE PROVIDED BY NAMPA MERIDIAN IRRIGATION DISTRICT.
w I �� i GFI — MERIDIAN INVESTMENTS LLCLu
22 ASP: S1104233712
ROW IMPROVEMENTS LEGEND
BY OTHERS 2651 N RECORDS AVE L
1 1 �� wco
1 I oo I N (D BOUNDARY LINE
0) N
{ BLOCK 1 I I — — OFFSITE BOUNDARY LINE
Z LOT 2 I�
47,765SF I � MI__ J I - — — — — — — — — — - EASEMENT
1.10 AC.± 0,_,7-�� I a — ROAD CENTERLINE
\ r' Q Irn I LOT LINE LINE
co O m\ \ � c �I I rn R/W R/W RIGHT-OF-WAY LINE
BLOCK 1 I a FOUND 1/2 INCH REBAR
O
_ — d3 o\ \ \ �. I LOT 3 i DO FOUND 5/8 INCH REBAR
\\ \\ (n
47 657 SF
I ® SPIKE
d3\ I , I EP — SETBACKS
� / d3 \\ \/\�
I \\ r�f\ \\ d3— /� �
I \ \ \eP ASPHALT
SEEPAGE BED
m v /\\"� \\��� I I S S S SANITARY SEWER LINE
25.00' \� \\ I - w w WATER LINE
\ \ 2p\ \ \ \ � \ \ I c c c GAS LINE
OP—OP— OVERHEAD POWER LINE
GI GI GRAVITY IRRIGATION LINE
CONNECT TO EXISTING ` \\ \\ I \
PARKING LOT � 2pi �J \ PI PI PRESSURE IRRIGATION LINE
� \ � SEWER MANHOLE
wv WATER VALVE
WATER METER
O sr2y \
FIRE HYDRANT
N,
�, POWER POLE
4"PI 4"PI�I 4"PI 4"PI 4"PI 4"PI 4"PI 4'PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI
m POWER BOX
\\ \ I EP EP EDGE OF PAVEMENT
EG Ec EDGE OF GRAVEL
TREE DECIDUOUS
2' 2'
SHOULDER SHOULDER EXISTING GRADE CONTOUR
5' 12.5' 12.5' 5'
BORROW CENTER-TO-EP CENTER-TO-EP BORROW
0
VARIES VARIES
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10" OF 6"-MINUS PIT-RUN SESSIONS PARKWAY S U B
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SUBBASE.
MERIDIAN IDAHO
3" OF PLANT MIX PAVEMENT (CLASS Ill) PRELIMINARY PLAT SITE PLAN
Q
4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1.
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3 TYPICAL DRIVE SECTION
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E N G I N E E R I N G
0 5725 NORTH DISCOVERY WAY
BOISE, IDAHO 83713
a PHONE(208)639-6939
kmengllp.com
d DATE: JUNE 2022
PROJECT: 20-023
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EAGLE ROAD
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47,765 SF
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1.10 AC.±
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STA: 0+10.00 OFFSET: 0.00' / d-3 / N D
N: 10774.82, E: 10318.48 / /�' / N m
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N PROPOSED MANHOLE #1 m m #
STA: 0+35.34 OFFSET: 0.00' m 20 o STA: 3+39.82 OFFSET: 0.00'
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LOT 3 LOT 4 LOT 5
47,657 SF 36,485 SF 36,513 SF
1.09 AC.± 0.84 AC.± 0.84 AC.±
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PROFILE SCALE MEASURED FROM
HORIZ. 1 = 50
VERT: 1" = 5' CENTER MANHOLE
2640 TO MANHOLE 2640
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SESSIONS PARKWAY SUB
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Q 25.34' of " PVC @ 30.6 % PRELIMINARY PLAT ENGINEERING PLAN
2605 2605
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N N Sri C4 C4 r i r i BOISE, IDAHO 83713
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kmengllp.com
d DATE: JUNE 2022
—0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROJECT: 20-023
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PLANT SCHEDULE KEY NOTES (TYPICAL)
/ o a DECIDUOUSTREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE
35' 4 " AT ALL TREES WITHIN TURF AREAS.
LANDSCAPE I 8'w s'w s'w e'w e'w e'w s'w w a'w a'w a'
BUFFER ~ PRIVATE DRIVE 2 4 ( ACER TATARICUM'HOT WINGS' 2"CAL. B&B 20'X20' CLASS I 5 2. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR
FROM N "s is"sD 1s"sD 18"sD 18"SD 18"sD 18"sD a"sD 18"sD- HOT WINGS TATARIAN MAPLE VISION TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND
ESTIMATED FUTURE a W ' f `--' COVER AT MATURITY WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3'
BACK OF CURB W W ° • • • • • • • FROM THE ADJACENT STREET GRADE.
_ _ _ _ •• CERCIS CANADENSIS 2"CAL. B&B 30'X25' CLASS I 3
° • v v EASTERN REDBUD 3. NOT USED.
Id„Z �fd„Z Id„Z Id„Z Id„ Id„Z Id„Z d„Z Id„Z
° w w
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4. EXISTING LANDSCAPING AND IRRIGATION TO REMAIN. RETAIN, PROTECT,
MALUS"SPRING SNOW" 2"CAL. B&B 25'X20' CLASS I 3 AND OR ADJUST AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LIMITS OF
W ' ° I I I W W I SPRING SNOW CRABAPPLE DISTURBANCE AND PATCH BACK ALONG PHASE BOUNDARY AS NECESSARY.
W ( id TRANSITION BETWEEN NEW AND EXISTING LANDSCAPE SHALL BE NON
\ RECOGNIZABLE AND COHESIVE WHEN FINISHED. CONTRACTOR IS
o I \ \ I I EXISTING TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY RESPONSIBLE TO REPAIR ALL EXISTING LANDSCAPE PLANTING AREAS AND
° I 1 \ \ IRRIGATION COMPONENTS DAMAGED AS A RESULT OF NEW CONSTRUCTION.
THE CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION SYSTEM
3 1 W W I EXISTING TREE TO REMAIN EXISTING VARIES 9 REMAINS OPERABLE DURING CONSTRUCTION AND THAT FOLLOWING
10.00' W W �' SEE KEY NOTES AND TREE PROTECTION NOTES CONSTRUCTION, THE EXISTING IRRIGATION SYSTEM OPERATES AS GOOD,
F W I I PRESSURE IRRIGATION W W OR BETTER THAN EXISTED PRIOR TO THIS PROJECT. CONTRACTOR SHALL
~ I I I W W REPLACE, AT NO ADDITIONAL COST TO THE OWNER, PLANT MATERIALS
EASEMENT
� OTHER BOTANICAL/COMMON NAME CONT DAMAGED DURING EXECUTION OF THIS PROJECT OR DAMAGED DUE TO THE
CONTRACTORS FAILURE TO MAINTAIN OPERATION OF THE EXISTING SYSTEM
W DURING THE COURSE OF CONSTRUCTION.
25' I W IW SITE LANDSCAPING VARIES 3,454 SF
O LANDSCAPE BUFFER I W IW SHRUBS AND PERENNIALS 5. ESTIMATED FUTURE CURB AND DETACHED SIDEWALK. REQUIRED 35'
N W I I BETWEEN LANDSCAPE BUFFER IS MEASURE FROM FUTURE BACK OF CURB.
W W I ALL LANDSCAPE BUFFERS ALONG
5 ° ° I I _G AND RESIDENTIAL.AL. STREETS SHALL BE PLANTED 6. OVERHEAD POWER LINE TO REMAIN. CLASS I TREES USED ALONG
WITH A MINIMUM OF(1)SHRUB PER 7 LF
BUFFER
BE SPECIFIED � W W W IW� I FRONTAGE AS A RESULT OF POWER LINE.
O MINIMUM PLANTING SIZES:
AS PART OF W W I I 2 GAL.SHRUBS AND 1 GAL.PERENNIALS
FINAL PLAT I W W W IW SHRUBS: TREE PROTECTION NOTES
ZbTTt II 'ALBA IVORY HALO'TM
- - - TATARIAN DOGWOOD 1. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE CRITICAL
PHYSOCARPUS OPULIFOLIUS'SUMMER WINE' ROOT ZONE OF ALL TREES AT ALL TIMES THROUGHOUT PROJECT.
"( I 15.00' I - s I I W SUMMER WINE NINEBARK
POWER LINE W W I W POTENTILLA FRUTICOSA'SUNSET' 2. PRIOR TO COMMENCING WORK, TEMPORARY FENCING SHALL BE INSTALLED
EASEMENT PER 1O ,,9 I SUNSETPOARE' LA IMMEDIATELY AROUND EACH TREE IMPACTED BY DEMOLITION OR
INST. No. - I ROSAX'NOARE' CONSTRUCTION. FENCING SHALL BE MAINTAINED THROUGHOUT THE COURSE
r u FLOWER CARPET RED GROUNDCOVER ROSE
94111972 I I I SPIRAEA BETULIFOLIA'TOR GOLD' OF THE ENTIRE DEMOLITION AND CONSTRUCTION PROCESS.
< ° GLOW GIRL BIRCHLEAF SPIREA
e I me I I W W W I W W SPIRAEA NIPPONICA'SNOWMOUND' 3. BULK MATERIAL, EQUIPMENT, VEHICLES, AND CONSTRUCTION DEBRIS AND
a
L - - y yl SNOWMOUNDSPIREA WASTE SHALL NOT BE STOCKPILED WITHIN HE CRITICAL ROOT ZONE.
00
°° I y y PERENNIALS: 4. COMPACTION BY EQUIPMENT TRAFFIC IS PROHIBITED WITHIN THE CRITICAL
°
I �URPUREA ROOT ZONE.
N m I W I W I PURPLE CONEFLOWER
I° �0 0 RUDBECKIA FULGIDA'GOLDSTURM' 5. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE. APPLY A MIN. 1.5"
I W I W GOLDSTURM BLACK-EYED SUSAN
$ W ° I- o\�a I 25.00' OF WATER OVER THE CRITICAL ROOT ZONE PER WEEK. THIS IS A MIN.
I <I 00 w w w GAILLARDIA X GRAN DI FLORA MESA BRIGHT BICOLOR'
o N W Q � � y �, �,? BLANKETFLOWER
RECOMMENDATION. CONTRACTOR IS RESPONSIBLE TO DETERMINE IF MORE
W ° Lu w I 30.00' W WI �W HEMEROCALLIS X'STELLA DE ORO' WATER IS NECESSARY DURING CONSTRUCTION.
S„ CROSS ACCESS STELLA DE ORO DAYLILY
z EASEMENT I SALVIA X SYLVESTRIS'MAY NIGHT' 6. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION SHALL BE THE
N a I �I MAY NIGHT SAGE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL PERFORM
(D °1 00 I 30.00' W W REMEDIAL WORK TO DAMAGED TREES AT THE CONTRACTOR'S EXPENSE.
Q CITY OF MERIDIAN W WI aw GRASSES:
w W MISCANTHUS SINENSIS'MORNING LIGHT'
SEWER AND WATER W I W EULALIA GRASS
MAIN EASEMENT y WI y CALAMAGROSTIS X ACUTIFLORA•KARL FOERSTER'
o I W W FEATHER REED GRASS GENERAL LANDSCAPE NOTES
oo I I PANICUM VIRGATUM 'HEAVY METAL'
N BLUE SWITCH GRASS 1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND
v v PANICUM VIRGATUM HEAVY METAL'
BLUE SWITCH GRASS OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO
6
° I I O4 IW CONSTRUCTION. CONTACT DIG LINE, INC. @ 1.800.342.1585. PROVIDE
$
- - - - - - - - - - - - - - J I �' �' ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED
� I IW W I W TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS
� SOD/SEED BOTANICAL/COMMON NAME CONT AT CONTRACTOR'S EXPENSE.
al
Is„9 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN
TURF SOD RHIZOMATOUS SOD 20,368 SF STANDARDS FOR TYPE AND SIZE SHOWN.
W W 41 ° RHIZOMATOUS TALL FESCUE 3. ALL TREE, TURF, PLANT MATERIAL, AND IRRIGATION PROPOSED WITHIN THE
PLANTER STRIP BETWEEN BACK OF CURB AND SIDEWALK SHALL BE
INSTALLED BY THE HOME BUILDER IN CONJUNCTION WITH THE INDIVIDUAL
o e � I I I REMOVE DEAD/ DAMAGED LOT DEVELOPMENT.
_ _ �I BRANCHES AND PRUNE TO
F _ INTERNATIONAL SOCIETY OF
° °° 00 I I W I WI ARBORICULTURE STANDARDS;
- ° a IMPROPERLY PRUNED TREES GENERAL IRRIGATION NOTES
5 M,e
`{ p (AS DETERMINED BY THE a
10.00' O L I I y W W W p LANDSCAPE ARCHITECT) 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR
p p SHALL BE REMOVED AND SUBDIVISION PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON
3 W W41 IRRIGATION 00 04 I W W I (2)-BVC WOOD TREE pp p p REPLACE. AREAS SHALL BE VIA THE SUBDIVISION'S PRESSURIZED IRRIGATION SYSTEM.
W � ° EASEMENT. No. STAKES(MIN. 6' HT) p IRRIGATION OF INDIVIDUAL LOTS AND LANDSCAPING ALONG THE FRONTAGE
TRUNK FLARE. LOCATE PRIOR
98024088 I I W W CHAINLOCK pOpO p TO PLANTING. FLARE SHALL OF PRIVATE LOTS SHALL BE PRESSURIZED IRRIGATION WATER, AND THE
M g W W p BE VISIBLE AFTER PLANTING. RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS.
�u BLOCK 1 I TREE TIES p
W W w v N I W y 6" MULCH PER PLAN KEEP 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE
N
MIN 1"-2" AWAY FROM TRUCK HUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR
Lij /� W y y FLARE TRIANGULAR SPACING AS APPROPRIATE.
\ \\ v (*�Q I I W W W FINISH GRADE 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED
O 00 Is„9 W W 3 ROOT- = 3" HT. WATERING BASING PRECIPITATION RATES WITHIN EACH CONTROL VALVE.
I 4 BALL o � �BERM
o 0 0 0 I I I -I I = 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER
'5 �,�� ���� I DEPTH 11 - - FERTILIZER TABLETS HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON
THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES,
�Q��o�o I I W FOLD BACK BURLAP FROM
I OF ROOTBALL.
SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS.
\ \ I I II I I II II I II I II I I I III TOP $
_ REMOVE WIRE BASKET.
� 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE\\ \\ \ NOTE: REMOVE TREATED ROOT- BACKFILL SOIL MIX GENTLY OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS,
OR SYNTHETIC BURLAP BALL PACK BACKFILL USING WATER DRIVEWAYS, AND PARKING AREAS.
WI COMPLETELY. REMOVE WIDTH TO SETTLE SOIL AROUND
" - - - - - _ _ \\ N \ 00 W W ANY SOIL AND/OR ROOTBALL
\ \ \ \ \ S ?.w \\ / I y W MULCH AWAY FROM 8" MIN PLANTING PI 8" MIN ROOTBALL ON UNDISTURBED ACHD LANDSCAPE NOTES
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INSTALLATION. PIT SHALL BE A MIN. 2 TIMES WIDER SOIL
_ 72 \ THAN ROOTBALL AT BASE AND A 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL
I MIN. 3 TIMES WIDER THAN ROOTBALL ACHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES.
\ \ \ °° AT FINISH GRADE. DEPTH SHALL BE
2 0 2s i _ \ \ �2 \< �� _v4 I NOTES: SAME AS THE ROOTBALL. 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION
,Z <v - �_� I W W DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE
\ \ p Q-� ��^^ W W I 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED IRRIGATION SYSTEM.
s / o�Jj o��n STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL
„ 7 ^' ^�4,v ooSQ��n I W W W I STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD.
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TOTAL STREET TREES 11.00
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aW I MITIGATION REQUIREMENTS
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THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL
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\\\ I A SESSIONS PARKWAY SUB
MERIDIAN, IDAHO
PRELIMINARY PLAT LANDSCAPE PLAN
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