136th Street (Springmill Road to Oak Ridge Road) Landscape Plans BOARD OF PUBLIC WORKS -
CARMEL, INDIANA CITY OF CARMEL INDIANA
PROJEC 7
_ I
I
7-
MAYOR JAMES BRAINARD
LORI WATSON
PROJECT
--� _ - LOCATION
IL
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MARY ANN BURKE
T_
136th STREET
r
FROM SPRING MILL ROAD TO OAK RIDGE ROAD :
UTILITIES
Blue Ski Ct -
o
HAMILTON COUNTY
WATER & SANITARY SEWER:
760 3rd Avenue SW Suite 11 o a ��
Carmel Water & Wastewater Utilities =
Q1 _
0 `��� B e n n� d -
ry
-_ = - - -
Carmel, IN 46032 a�
Pon s Po to Der _ o
Contact Person: John Duffy r
-.._— =
.- `-ball Creek Ct 1- I �`'
� 1
_ � ,` Gr ce Dr �-
p317-571 -2443 ��
� I HOLEY MOLEY SAYS
- I = Twin Oaks Dr " DON'T
SANITARY SEWER: Hauerstraw Dr�, ! Cn Q o Nevele Ln
x-
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cn
„la Township Regional Waste - Adios Pass -- - - DIG
I
--- -- -- __t _ ! j) W 1 41'st St - 'I ; -- -- - - --- T
Y P 9 _ I rinrt��ll P�nd� Ir I
10701 North College Avenue _- -� r V
BLIND
Carmel, IN 46280 I �� -- 1
1 -' ( S ran III Blvd
Contact Person: Drew Williams � � � 1
317-844-9200 T -�, J -I Q ,
Z
TELEPHONE: y
T 06 0
LANDSCAPE PLANS
Hal ale D�
ICY) SBC o-> \ O, � m �" e� �� �_ i- M r n r -
�° ° _ "IT'S THE LAW"
5858 N College Avenue '� E \ Twelve ' Oaks
Indianapolis, I N 46 22 0 Q CALL 2 WORKING DAYS BEFORE YOU DIG
Brook )Mill t —� &_ 1v A 1 -800-382-5544
Contact Person: Greg Cammack @ 317-252-5134 Su m , r Hill Yh4or b ird Ln
CALL TOLL FREE
and Dave Musali @ 317-252-5143 °° - -
PER INDIANA STATE LAW IC-8-1-26-1
N SCALE 1 = 1 OOO' ET SEQ. AS AMENDED AND SUPPLEMENTED
Roya Saddl Dr`---, i ° -
M ° S m O k IT IS AGAINST THE LAW TO EXCAVATE
CABLE: _ �° W 136th St =
_ -- -
____ � _ WITHOUT NOTIFYING THE UNDERGROUND
Bright House Networks �( >---- �— LOCATION SERVICE TWO (2) WORKING
3030 Roosevelt Avenue \\e \ � DAYS BEFORE COMMENCING WORK.
oO Indianapolis, IN 46218
Uj PROJECT LOCATIO �-
Contact Person: Joe Evans �` �o� ens ��ff/�
317-339-9025 �
O � i
r
GAS: o L p r e�j' �L�n n e D r
- INDEX
Vectren Energy Delivery \� -�� ���' �� bu `I �� i' m 3
- i� �� o
P.O. Box 1700 o > °
Noblesville, IN 46060
CL - > / /�' V Dr o
X1 1 — m ;�
Contact Person: Don Perdue °° o I �- o,7 o SHEET N0. DESIGNATION
� S
317-776-5534 --� s t
1_ I W 1 31
PIPELINE: - TITLE SHEET _
DE '7 OP N_
Wood River Pipe Lines LLC Nottingham C �� v �LEmerson _ SITS LL� MEIN PLAN
5405 West 96th Street �, E / ' > - - --
Indianapolis, IN 46268 --o � f ' �� Wilso D Ind _ _3-� _ LANDSCAPE PLAN — -
Contact Person: Dick Waddell ;� Bo�•n Ct L ate __� L
317-870-0115 _ '°° � � ' v �� m a _ � Colle� e Wa _ LANDSCAPE DETAILS
�e / Z��_Dorsef Bivd I C I� � of Y -- - - -
\ o IRRIGATION PLAN
Buckeye Pipe Line Company ��' v _ ° _ -o \ ;~ a o __ -
940 Buckeye Road ; �� .°_? \ E O� �
Ransburg D a Ki
Lima, OH 45802 �'
Contact Person: Martin White I 6th t _ Q) 12
419-223-4015 _ _ _
0
mbroo CirNorth Cla ridge _Wa o °o I -
ELECTRIC: —� I I ���---T —I--- \ --- - -
Duke Energy �'� - �� - — v� ��ams S — - -
1619 West Deffenbaugh I �o�� � o, ��
P.O. BOX 3039 ° o 0
r -
Kokomo, IN 46902-3039 j �o M ,� o
a fair �Ln
Contact Person: Carl Horoho l ��, Helf rd L �_ _ i ` z
765-454-6191 �o elford nv� ---
� A Suffolk Ln _ 122nd
c � Creekwood Lnj
I
Clay ISprin sjr \Clay pringsf�r � _ `�'
�
Pinfriii
—
HAMILTON COUNTY, INDIANA
IlitiLuric ForL Harri °n PLANS
8901 Oti_ Aticnue DESIGNATION
PREPARED BY: THE SCHNEIDER CORPORATION 2/�07
Indianapolis lydiana - --- --------
16216 1031 DATE
1&r I -800__8sj8-033: SHEETS
1 ' 826-7100 CERTIFIED BY: 1 of 8
_ CONTRACT PROJECT
DATE _� 06-07
6 r�
�✓ L.�4tNC�s�c,4�' s
S_
'cr' o. 06 0 7
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10 � •
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1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ELEVATIONS AND DIMENSIONS
�41�# THROUGHOUT THE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES
,;I - APE FOUND TO EXIS( BETWEEN THE CONSTRUCTION DOCUMENTS
- A# AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL_
CONTACT THE ENGINEER PRIOR TO PROCEEDING.
2 IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
L' a TO THE PHASE OF WORK. IT SHALL ALSO BE THE
g � X srrF 4A'_L , et
'_,0. aw >; CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS
4f � � ,v I OF VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF
I _ THE
EACH J IILITY BEFORE WORK IS STARTED '114 CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF
L ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS
C-; IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
3. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
EX. - cp CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. CONTRACTOR
�0 3,0 4 ;w P X TO PROVIDE REQUIRED DEVICES AT HIS OWN EXPENSE.
850.19]
4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
o� o IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR
WORKER SAFETY.
-�0 5. ALL RADII SHALL BE FORMED AS CIRCULAR ARCS.
° 1 1
i
TYP.
� Z E3 6. CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE TO MINIMIZE
EX. 6 '�� , CONSTRUCTION-TYPE TRAFFIC ON FINAL TOPPING COURSE OF ASPHALT.
/ �0 26 % ' 3 g � aw CONTRACTOR MUST MEET OR EXCEED MINIMUM REQUIREMENTS FOR EMERGENCY
-- VEHICLE ACCESS ON SITE.
� 1
CENTER OF ROUNDABOUT Ifi 8.0 7.2' 11.5��
7. CONTRACTOR TO REMOVE ALL EXISTING TRASH, DEBRIS AND RUBBLE
.
/ /'I , , THROUGHOUT THE SITE BEFORE THE COMPLETION OF THE CONSTRUCITON
SCHEDULE DISOPSAL OF SUCH MATERIAL TO BE IN ACCORDANCE WITH
1 22 WITH LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. THE
/ c CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS OF THE
PROJECT SIT AND ADJACENT SITES TO DETECT AND REMOVE ANY MUD, DIRT
853.0a GRAVEL OR DEBRIS THAT HAVE BEEN 7RACKED, DUMPED OR SPILLED
Tw aw 850-25 ONTO OTHER PROPERTIES.
8'] 5 BY,
to EX 853-04 �� 8. STANDARD SPECIFICATIONS FOR THE INDIANA DEPARI
I�ENT OF
85800 � TRANSPORTATION SHALL APPLY FOR ALL EARTWORK TO BE
aW850-�5 COMPLETED ON THIS SITE.
X 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
I8
f X CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DEN SITY MODIFIED (ASTMi D-1557).
�5� SUlaw
EX. Nw X85__04
85U.C'Sj BA 150751 ,
(/ E X. ,
e FR50 57
8Ju_l' �, 0 ANCHOR HIGHLAND STONE FREE STANDING WALL
SEE SHEETS 6 & 7 FOR DETAILS
44 lfo I AVAILABLE FROM IRVIN-ROGERS BRICK & BLOCK
' ** '* mass - _ - mu lo oo so 1.800.837.3384
COLOR: ANCHOR LIMESTONE
0 LANDSCAPE AREA, SEE SHEET 6 FOR DETAILS
0 PLANTER TO BE INSTALLED ON TOP OF EACH PEDESTAL
MODEL: PRAIRIE PLANTER 48 SQUARE, LS 9105
1 AVAILABLE FROM LONGSHADOW INC.
----- 1.618.893.4831
HORIZONTAL SCALE BRIDGE FILE
Histot°ic Fort Harrison RECOMMENDE
CITY OF CARMEL 1"=10'
8901 Otis Avenue FOR APPROV, _ VERTICAL SCALE DESIGNATION
Indianapolis, Indiana DESIGN ENGINEER GATE N/A
469-16--1037
Schneider -
SURVEY BOOK SHEETS
0332 DESIGNED:-- MK-.---_ _____ DRAWN:—KG 136th STREET 2 1 of 1 8
317 826--7100 PLAN CHECKED: ACID CHECKED: MK SITE DEVELOPMENT PLAN CONTRACT PROJECT
- - -- -- 06-07
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PLANT SCHEDULE (SHEETS 3-5)
KEY BOTANICAL NAME COMMON NAME QTY. SIZE COND. REMARKS
AP Acer plotonoides 'Emerald Queen' Emerald Queen Norway Maple 38 2.5" B & B
GT Gleditsia triaconthos 'Impcole' Imperial Honeylocust 42 2.5" B & B
TT Tilia tomentoso Sil✓er Linden 33 2.5" B & B SODDING REQ D
SHEET 3 SKEET 4 SHEET 5 SH E fi
-- - � --- - - - - - - - - •• - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 -- - - LT Liriodenron tulipifera Tulip Tree 40 25' B & B
UH Ulmus x holondica 'Urban' Urban Elm 46 2.5" B & B
�.
rc K Cledrastis kenfukea American Yellowaod 36 25 B & B + CANOPY TREE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - -- - - - - _
ASSUMED NORTH EXISTING TREES
NOT TO SCALE
- CONSTRUCTION LIMITS
HORIZONTAL SCALE BRIDGE FILE
Historic Fort. Harrison RECOMMEND CITY OF CjkRMEj L 1"=20'
8901 Otis Avenue FOR APPRC VERTICAL SCALE DESIGNATION
Indianapolis, Indiana DESIGN ENGINEER DATE N/A
or
46216-1037
Schneider 1-800 898-0332 SURVEY BOOK SHEETS
DESIGNED:- MK---------- -- _ DRAWN:----KG 136th STREET 3 of 8
317--826-7100
CHECKED: ACD CHECKED: MK LANDSCAPE PLAN CONTRACT PROJECT
06-07
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- - - - - - - - - - - -SHEEP 3- - - - - - - - - -- - - - SHEEP 4 - - - - - - - - - - - - SHEET 5- - - - - - - - - - SHEET_
T '
CANOPY TREE
EXISTING TREES
� - - — — — — — — — — — — —— — — — — — — — — — —— — — — —.—A—
�! — — — — — — — — — — ——— - — — — — — — — — — — — — — — —
f
ASSUMED NORTH
- - CONSTRUCTION LIMITS
NOT TO SCALE
HORIZONTAL SCALE BRIDGE IL
1"=20'
Ilis-loric ,Fort Harrison RECOMMEND[ CITY OF C�MEL
8901 Otis Avenue FOR APPRO\ VERTICAL SCALE DESIGNATION
Indianapolis, Indiana DESIGN ENGINEER DATE N/A
X6216-1.0';7 °�-p SURVEY BOOK SHEETS
Schneider 1-800-898-0',J)�2 DESIGNED: MK — DRAWN:- KG -- 1 36th STREET fiEET 4 of 8
317--8',2G--7t00
CHECKED: ACD CHECKED: MK LANDSCAPE PLAN CONTRACT PROJECT
06-07
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FOR DETAILED INFORMATION IN THIS AREA SEE
-- - --- - - - SHEET 6
.
SODDING REQ'D
SHEET3 — � - - �, ___ SFEET4- - - - - - - - - - - - - - - SHEETS SHEET6
e
CANOPY TREE
- - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - -+- - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - -
EXISTING TREES
ASSUMED NORTH
CONSTRUCTION LIMITS
NOT TO SCALE
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL �,1-20;
istoric Flom Harrison RECOMMENDE[
8901 Otis Avenue FOR APPROVE
indialiapolis, Indiana DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION N A
46216-103"r
Schneider 1-800-898-033? DESIGNED: MK DRAWN: KG SURVEY BOOK SHEETS
31 8- 26—;100 ------ — --- -- --- - -- - 136th STREET 5 of s
CHECKED: ACD - - CHECKED: MK LANDSCAPE PLAN CONTRACT PROJECT
06-07 Ij
------ ----
---------- ---------------
PA
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: . SOD BY OTHERS
` .: soy:
ORNAMENTAL TREE
40M Mann
ASSUMED NORTH SHRUBS
BM 000 '00 mom ammft ftwo
PA TENNESSEE RIVER 69 CONSTRUCTION LIMITS
122- SUCKS, 1,700 S.F. r ... ..•� ..• .." "' '.�
�/ _ .r PERENNIALS
0� MOM
PA
20 ® ® 000 /
r
'� I �` �► ... "' ♦ ♦ ♦ — — — CONSTRUCTION LIMITS
- -- – – –
. . , . ... .,,.. h .` _ .• 000 – – – – – – MULCH LIMITS
•
, . 000
PA
PLANT SCHEDULE (THIS SHEET ONLY)
y
90 KEY BOTANICAL NAME
COMMON NAME QTY. SIZE COND. REMARKS
HS 000% :SpD:: r-
r AC /Ater ginnala Amur Maple 7 1.5" B&B MULTI—STEM
300 ` I BM Bux us microphyllo 'Green Velvet' Green Velvet Boxwood 69 24 5 Gal. 30" 0.C.
y r o
-A �._ . ♦ � PA Pennisetum olopecuroides Dwarf Fountain Grass 300 12 1 Gal. 18" O.C.
7 HS Hemerocallis 'Stella 0' Oro' Stella D'Oro Doylily 300 12 1 Gal. 24" O.C.
7. Lavandula angustifolia 'Munstead' Munstead Lavender 1120 17—T-1 Gal. 18" 0.C.
NOTE. FOR PLANTING SPECIFICATIONS SEE PROJECT MANUAL
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30 ;sops
PA
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9 - , 12 '+/- 7 9 '+;- 15 '+/- 9 '+/- 13 '+/- 13
18' DOUBLE c� --- -- _--- ---------
CAP ON 30" SINGLE CAP ON
EXPOSED 30" SINGLE RECESS WALL 30" DOUBLE WALL
FACE WALL -CAP ON EXPOSED —� i CONCRETE 3" EXPOSED EXPOSED
WALL DWARF FOUNTAIN GRASS FACE WALL FACt WALL.
FACE WALL
GREEN VELVET F Ni ASS
DWARF FOUNTAIN AIN GRASS
GREEN VELVET
EXISTING BOXWOOD STELLA D' ORO DAYLILY GREEN VELVET A4. "
° �d. . „ . EXISTING
APRON—�� SOD --- ------ - ._ 1 - SOD BOXWOOD < . BOXWOOD SOD APRON
4.
d. a. < e
e da. .. ..d
---- TENNESSEE d 77 \. _ --
RIVER SLICKS ' RIVER SLICKS ��I876�.50�w
[75.50�eN;
\`—6" MIN. COMPACTED MI � \�
6" MIN. COMPACTED
6" N. COMPACTED
GRANULAR BASE NOTE: FOR WALL GRADES SEE SITE DEVELOPMENT PLAN GRANULAR BASE GRANULAR BASE
LEVELING PAD SI-IEET 2
Lt fVi,
�E�� PAD LEVELING FAD
i A—A EAST ROUNDABOUT SECTION
6 NO SCALE
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison RECOMMENDE CITY OF CARMEL 1"=20'
8901 Otis Avenue FOR APPROV, , VERTICAL SCALE DESIGNATION
Indianapolis, Indiana DESIGN ENGINEER DATE N/A
46216--1037
Schneider 1--800-898-0332 DESIGNED: MK DRAWN: KG 136th STREET SURVEY BOOK SHEETS
317-826 7100 --- 6 1 of 1 8
LANDSCAPE DETAILS CONTRACT PROJECT
CHECKED: ACD CHECKED: MK LANDSCAPE 06-07
--- -------- --------- ----
i t I I
DO NI HEAVILY PRUNE THE TREE AT PIANTING �, ! WIRE OR CABLE SIZES SHALL BE AS FOLLOWS
PRl)NE ONLY CROSSOVER LIMBS, CO-DOMINANT �, y TREES UP TO 65 MM (25 IN.) CALIPER - 14 GA'jGE
`, .AND BROKEN OR DEAD BRANCHES.
�EADLR TREES 65 MM 2.5 IN. TO 7 MM (3 IN.) CALIPER 12 GAUGE I
SOME INTFRUOR HOWEtiER, DO NOT BREMUVE S ,' , T n�l,
MAY BE �i TIGHTEN WIRE OR CABLE ONLY ENOUGH I O KEEP F ROM SLIPPING, ALLOW FOR SOME �RJNK MOvE� :N.. HOSE
THE TERMINAL BUDS OF BRANCHES THAT
_ G SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 ItJ ) OF GROWTH AND DUFFER ALL BRAN-
TIFF FROM THE WIRE.
EXTEND 10 THE EDGE OF THE CROWN. _ _= G HAi N HAfF WIRE NJ ARE FXPJ ED
r NRAP S ' 0 S Y� c �S �E
STAKE TREE' ONLY UPON THE APPROVAL
TUCK ANY LOOSE ENDS 0� THE WIRE OR CABLE NIC THE WIRE
OF TH LANO30AFE HRCHITECT , �`( I -- _- - � i I
SEE STAKING DETAIL �� - ._ STAKE MATERIAL �
� 2 5 3 „- � /�� I HAP.O'NOCD STAKES OR OTHER
- - APPROVED PPROVE
A
WRAF TREE TRUNKS ONLY 'UPON THE
u�
F
APPROvAL Jf THE LANDSCAPE ARCHITECT.
SEE WRAPPING DETAIL a - - L
I _
��- _ TWIT WIRE WIRE Ii
.� � TWIST WIRE TO IIG�iTEN.
MARK THE NORTi1 SIDE OF THE TREE- --__ EACH TREE MUST BE GIAFJTED SUCH THAT -- _ __- ._
IN H E NORTH AJ THC TAT WHEN EVER �, �'I THE TRUNK FLARE L. VISIBLE AT THE TOP P, M 5 I DIAM
IN THE �dURSERY, AND ROTATE TREE � _ I
OF THE ROOT BALL- TREES WHERE THE TRUNK �L V� 1i- M C ( O N.`
POSSIBLE. / FLARE IS NOT VISIBLE SHALL BE REJECTED. _- ST HOSE
MULCH RING DO NOT COVER THE TOP OF THE ROOT 13 MM (0.5 IN.) DIAM. -- 4" HI��H EARTH �,AU ER s n
SET TOP OF RGOI BALL FLUSH TO 1800 MM (6 F1 DIAM_ VIN./ BALL WITH SOIL. PLASTIC HOSE —_ yam,
-Rd
1400 MM (8FT DIAM. PREFERRED
GRAD
OF. LrSU MM 1-?_ IN. ) ry
-- —
— _
HIGHER IN SLOWLY DRAINING SOILS. � ? u '•,�x�-
' G (DR WIRE UR TABLE
-
I
( 100 MM (4 IN HICH EF RTH AUGER HARDWOOD x SFOAKES�OR OTHER :N.)
/
TWIST NIRt i0 71� TEN-
?00 MM 8 IN.)--- - � - 3 2 �-
_ r i F � I I �,
I II; EDGE O ROOT BALL. APPROVED STARE MATERIAL NOTE Io0FH ES TAKE f1IRECT
�I - v
7 �3 IN 1 MOD-H. NJ f LA'L OU NWL T D� TREE RGNK
- - _ - - --- BEYOND E
M'U(CH IN CONTA�T WITH TREE 14UNK. T _ _ _ r FMO'vE Air. TWINL, ROPE AND W:nE, r.'�UD --
-I _I LI I III t_ T T HALF OF HOOT BALL �' x
MAINTAIN THE MULCH NEFD-FREE FOR I I I � -
� � BURLAP FROM OP
PI MINIMUM OF THREE YEARS AFTER
ANTING. �, IF PLANT IS � IT JA RIL B ETK IN AROUND� � A E S 1 ,- R�_ N '�I�TU'DE � � � I PLAN VIEW
r I� FIRST - ��
� �HIPF ED W �� '`� L TtiK�� SHA'L B.
R lF
HE ROOT AF I_., CUT THE I :�� r HE EDGE. I 1 E� = - ---
AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING FOLE. H, STAKE ��iALL EE DLRL.;TIY
L �Ou'inVLST OF THE TREE TRUNK
\, -- PLACE ROUT BALL ON UNEXCAVATED
NOTE: FOR DIMENSIONS OF ----- - OR IAMPLD SOIL. A'sSuRE THAT 1HF_ BFAI N ; SuRf ,c;'t ) THE f'ROTEcI :L (,,_,V't IN.; r;F HF wIR oR ChBiE ,(,Al FL iRLL TL,;iJr:
PLANTING AREAS, TYPES OF SOIL s n MINIMUM of 1z MM (0.5 IN )
REPLACEMENT, TAMP SOIL AROUND P. 0� BALL
I AMENDMENTS, OR SOIL R �,, �� _ �, I - I; � ,� H� GR���I ;uFF� n r�� I ��1�� i< <vFnc�M� THE ��ROBLEF��
- BASE FIRMLY KITH FOOT PRESSURE REMOVE A�� STAKING AS SOON AS TNT TREE
SEE SOIL IMPROVEMENT DETAILS. so THAT ROOT BALL DOES NCI .,HIF1, CROWING SEASON AFTER PLANTING. sHALL��KFS SHALL BE RFMC�ED N� Arfl� IHF LND uF THE FIR, Fuu_
NCI HAT REQUIRED THE REE TO BE STAKED
BE THE CONTRACTORS RT SPONSIBILLF( 10 REMOVE STAKING MATERIALS.
TING DETAIL FOR B&B IN ALL SOIL TYPES 2 TREE STAKING DETAIL, TREES 3" CALIPER OR LESS 3 TREE STAKING DETAIL-
1 TREE PLAN - -
- 9CA1 NOJ TO SCALE
SCALE M'NOT TO SCAT;.
7 SCALE: NOT TO SCALE
NOTE: THIS DE'T'AIL ASSUMES THAT THE PLANTING SPACE IS LARGER TITAN AN 8' SQUA'2E OPEN TO THE SKY, AND NOT - — -- - -
COVERED BY ANY PAVING OR GRATING. -"— -
-----------
-- ---, --
( WIRE OR CABLE SIZE SJiALL ill F011FJJS:
TREE UP TO 65 MM (25 IN ) FAF!PER 4 GAlI('E
TREES 65 MM (2.5 IN.I TO 15 MM ",5 IN 1 CALIPER
r
r ��i';V rCi� `_.tD".QE 'RUFiK YOV-ME
_ TCHTEN �tJINt CR CABLE ONLY u�i: F_i r - ROM TFiE�'N12E.
,
I F i i F
bkf N�;NLl F
SHALL BE LONG ENOUGH TO ACCOPAMuD�,Tr_ 35MM (L5 IN OF GROWTH AND BUFFER H�� ,
- �I 1
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIR ENDS ARE EXPOSED. ���� ��
LAWN ARE PLANTING OR MULCHED AREA
INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. -
1 MULCH AS SPECIFIED
2 '
AILED REQUIREMENTS BACK FILL VERTICAL E -----
LL WITH EXISTING SOIL. EDGE -
�_�
_ NOTE: FOR DETAILED_ -- � f- --- IN SANDY LOAM SOIL, ADD 20%
RELATED TO THE PLANTING OF THE TREE MAX.MAx. BY VOLUME COMPOSTED - -
��- IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL To THE ExISTING � I
SOIL. �—
y ( \ _1
13 MM (0.5 IN.) DAY. +� PLASTIFLAGGING sl? FLAGGING OR OTHER vlSuAl 'TREE PLANTING DETAIL." R � �' EXISTING GRADE OR
MARKER ON EACH WIRE
i z
GRADE OF PLANTING AREA
PLASTIC HOSE
TWO-WALLED PLASTIC- i^-- BREATHABLE FABRIC TREE WRAP APPLIED FROM GALVANIZED WIRE OR CABLE
SHEETING OR TREE SHELTER TRUNK FLARE TO FIRST BRANCH. WRAP PAPER TWIST WIRE TO TIGHTEN. OPTIONAL METAL DRIVE ANCHORS, J
MATERIAL APPLIED FROM TRUNK o FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP TURNBUCKLES FOR TREES OVER INSTALLED PER MANUFACTURERS
FLARE TO FIRST BRANCH TO COVER ALL BARK. 50 MM (6 IN.) CALIPER. it DIRECTIONS. 1:1 SLOPE ON SIDES OF
i>BIODEGRADABLE 750 MM (30 IN-) LONG I ! LOAMY SOIL �_ _ NOTE:
BIODEGRADABLE I TAPE. PLANTING HOLE. NOTE:
I TRENCH EDGE SHALL CREATE A
uNExcAVATED OR STEEL LAWN EDGING SHALL CLEAN SEPERATION BETWEEN AREAS;
WOOD STAKE. COMPACTED MOUND USED PLASTIC TAPE � TAMP SOIL AROUND ROOT BALL 2 TIMES BE U�t.D AT ALL LAWN
UNDER THE ROOT BALL TO AND SHALL CREATE SMOOTH AND
— — THE ROOT BALL DIAMETER PREVENT SETTLEMENT. EDGES AND AT EDGES OF EVEN LINES AS INDICATED ON THE
SO THAT ROOT BALLODOESRNO PRESSURE MULCHED AREAS (FOR
APPLY THE PLASTIC SHEFTJNG LOOSELY AROUND ALL STAKES SHALL BE DRIVEN OUTSIDE
THE TRUNK TO LEAVE A 12 MM (D.5 IN.) GAP THE EDGE OF THE ROOT BALL. CONTAINMENT). PLANS
LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF
BETWEEN THE TRUNK AND THE SHEETING.
BETWEEN 15 TO 21%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SODS AT THE OUTER LIMITS OF
ASSURE THAT THE BEARING SURFACE OF THE PROILCTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL.
OPTION 1 OPTION 2 IS A MINIMUM OF 12 MM (0.5 IN.).
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFF',CIFfJT ROOTS TO OVERCOME THE PROBLEM LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY
THE LANDSCAPE ARCHITECT, THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL PARTICLES WITH 4, MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL b;UST NOT BE SO
TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY To REMOVE STAKING MATERIALS COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE THE SOIL STRUCTURE SHALL NOT BE PLATY OR
BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RES"ONSIBLE FOR REMOVAL OF WRAPPING.
MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR — -- -TO DETERMINING ANY ADDITIONAL SOIL IMPROVEMENTS. CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT
IN POOR SOIL CONDITIONS. ------
-- --
TREE STAKING DETAIL, TREES 3" CALIPER OR LARGER 6 SOIL IMPROVEMENT DETAIL 7 SPADE
4 TREE WRAPPING DETAIL 5 --
_ 7 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 7 SCALE: NOT TO SCALE
7
7 SCALE: NOT TO SCALE NOTE: TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL
— WALL CAP
TOP THREE JOINTS
OF ALL WALLS TO — NO. 4 REBAR LOCATED IN GRID
ONE COURSE OF WALL BE JOINED WITH EPDXY _ —.—_ 15--16" ON CENTER
TO BE BURIED MIN. 4" FROM SURFACE OF
CONCRETE
-- ---------------
6" MIN, COMPACTED
GRANULAR BASE - •�—.___�___—_-�
LEVELING PAD
I
s PEDESTAL REBAR DIAGRAM _
8 TYPICAL WALL SECTION_ 7 No SCALE
7
HORIZONTAL SCALE BRIDGE FILE
NO SCALE
RECOMMENDE CITY OF CARMEL 1"=20'
llistorie Fort. Harrison I VERTICAL SCALE DESIGNATION
8901 Otis AvcTTUe � FOR APPRO�
DESIGN ENGINEER DATE N/A
Indianapolis, IndiaTTa
46216 -103" 36th ����� SURVEY BOOK 7 SHEETS 8
Schneider 1-800-898- 033:? DESIGNED: MK DRAWN: KG
---------------
3I7 8'6 -7100 PROJECT
CHECKED: ACD CHECKED: MK _ _ — LANDSCAPE DETAILS CONTRACT 06-07
I F C-E",]PE
D'_'SC R 1 P T T 0 N _ MANUFACTURER
'7
Sin ruic pray Head Rain Bird 1812-SAM-PPS-Q
I
Shrub Spray Head i Rain Bird 1812--SAM-PRS-T
jlr Snrub Spray Head Rair Bird 1812-SAM-PRS-H
T F_
- 17N N ii+' Shrub Spray Head Rain Bird 1812-SAM-PRS-F
L �\,E 1,?, A L_ I P, '---' G A _T1 Lj
1, Tws irrigotion oes,gn is J;ogramr,otic- , A-tua( lDyo'_4t- oF pip nq, sprink(er, (1 S In r,u.6-Spray Head Rain Bird 1812-SAM-PRS--EST
,�eads, \,/aI and relaTed eqjiprqF I -m�neb I Pair) Bird 1812-SAM-PRS-SST
snak be detei 9 Shrub Spray Head a d
s -, M I ri o- �'i e I d a Oj u s t m e n t_- _s h a(t h e made at no odditi(-_)no1 Los t to R o' Watering_ System— Rain Biro R\&/S-M-BCG W/1401 Bubbler
o r � itc 110
tree owner tti-Stream Turf Rotor Rain Bird 1804-WaRa Walla-PC* *
F
1t IS tk_,e _e_poi,_15jbjT,ty ,)f tne Irr'g contractor
�-r with immuiti-Stream Turf Rotor Rain Bird 1804--Walta Wa((a-FC* *
to be fami,-
Al grades f waks, c-1-tructi-Ares and utilities arid
--oupi.p Valvp Ro in Bird SRC
ad.!,astrierits to a(_cr,-)mrio6ate the Irrigation s L5, PVB
y s t eim Preventer
,/ _7 I Now o, oesigneJ, Do ri,-- t wUl_u�I,y in-tali the irrigation system as shown on Protective IC_ove�- 'S't a-Rite SEB17-45-AL
tree
orowinc
,js when �t is obvious in the 4' fie(D that _�rki ohst-r-.A(7tlnns, F9 125' Tap I' Meter As Specified
-jr ode�_ 1-.)r d�mensi(7)rs exk- t tinat e oeer -ors (*?red in co-�tr troller Roin Bird ESP-12LX+
_��-t riot, hov i i the Lj
A)-tru( t�ors oi- 4f F,-r-en( J be brc,4ght to t
-es s1rot-Ai the L j LV Remote Eontro� Valves I Bird I' PGA
moo noun t -ntiun the ow� P s, o At� ur ized r e p—sen tati ve. ir, Ine event that 1" 200 PST SDP 21 1 LATERAL PIPE
0000 4 thi� rioti-I-s-it-ion is noi perfc �c qa'�on (_untractor shall ossur,le H_
)r m ,J, the ri�
16�O PSI SDR 26 PVC 'AA1NL1r,JF PIPE
C, Y,
mom #
�r- wi / r wav mom, man
The ,_ac, 1-1 o L�y s e jesign s bas-6 on r�Anninq irrigation zones c)-t a
woo MOM
I No I woo 000 PI"(2SSI_0-e ul' 65ps, i_' the P'o'c' and 0. Maximum
�!�c�,w de-qo,rD o� 15gpm, 7he ir-r-�gat�on contractor si�-iaiJ ,,/Pr-ify water
400, 000 000 -)r(__,,i_;re,_1 -jrlc)r to c-ori�,tr,,�c�t�or ��_'Pipor-t di�'ference-s cetwee,- requirer,)Fn
t
/* 000 o.I-16 c,C7 t U ul,, rpo,Diriq�, to .he owner's authorized repres -�tive, A boostpr-,
*Ift mm min Salo 000 e in tu,_ I MEMBER
cessar y re(juir ecA pr essil
pur,,p ri�;,/ re ne Are is nut availacl,e, Addition(�
V [A 000
000 h be sikimittea t the Fjwrer- as o chanc oir- e-
THE IRRIGATION 000 sha,l pr-ovide i20V-A"_' pcjv�er �,o(,,rce at the Lonti,-oUpr n RIGATION ASSIOCIATION
L
T i, e �)w n c,r
j-a tior� I irrigation c on L rac for s h a!� make the Anal connection -Frnm Irrigatio
source to the con-Fio�I,er.
Design Source
the electrical INK 4 Vol.
10 '
Ir atic
0; - A
n Sour
P(),i-I 'S)en-_�or sha�t ce instoI�ed in the vicinity oi7� the controliI CD
000
4,1,
T, 000 coor dinale moi_�nting �or-otion with the oAner, AUTOMATIC IRRIGATION
S U P P L Y C 0 J P A N Y
000
T (317) 585-0167 UFFICE
_�to
0100 Lli, LaCi_<f jo,�, prevention devices and, oU piping between the point (3i ) 585-0168 FAX 116 SHADOWILAWN DRIVE FISHERS, IN 46038
ectior and the bact\(ow pr ever: ter as per iocal, C:oaes, 317/842-3123 800/842-3911 Fax 317/845-0977
12.11 111111111111111111110- www.outomciticirrigation.com
7, 1-11 ovation of the backflow Prever-ter and the automatic ccortrotier
shall be approved by the owners aut-Kiorizecl representative per local, codes,
.0 ?0i V Wi 8 A quick coupling waive shall be located at the irrigation water supply
2 13 IL V IF point o� connection to provide `:or a point of injection of compressed XRoln Bird 1800 Series Spray heads 08,10,12 or 15).
air to purge the system of retained water for winterization, Provide appropriate nozzle selection and arc adjustment
4k 1 3 0[ 9 Pipe size shall con-Form -to those -'--iown on drawings. No sulosti-�utioins to Provide 100% cover-age as they exist on site.
L 1 of smaller pipe sizes shall be permitted, but substitutions for larger- )KXM'j1,+11-StreaM Rotors (8`301),
1—/ sizes may i approved, Minimum pipe shall Ioe 1" Provide appropriate nozzle selection and arc adjustment
3 sized as follows
21V 10. Alt lateral zones shaIi, be connected to the mainline with PVC pipe and -to provide 100% coverage as they exist on site,
IV FYI IWIR[
21S1 V I# 0-0 V Class 200=0-17gpm 1 160=18-28gpm Notes:
11 All sprink(er heads shaTI, be set perpendicular and -Flush to finish grade
ft ft and with a clearance of 2' (min,) from the edge of any hardscape 1. The p,o,c, location on this drawing is an approximate location.
4 unless other-wise specified. 2. Controller location shall be determined by owner.
3. All communication wire shall be placed in separate steeving under all
12 Check valves shall be installed on all irrigation heads in areas where pavement, walks, etc. in excess of 10' in width, All communication
finish grade exceeds 4,1, where post valve shutoff draining of the circuitry Shall be run, whenever possible, with the main pipe line.
irrigation I occurs or as directed by the owner's representative.
13, All sprinkler heads and valves shall, be flushed and adjus+ed for
optimum coverage with minimum over spray on walks, streets, walls, etc.,
14, Where Rain -3r6 1800 Series spray heads are used, provide 1800
pressure compensating screens and/or ieoo Van nozzles to reduce or
A
eliminate over spray not walks, streets, or other areas directed by
the owner's authorized representative.
All rrigatior equipment not otherwise c'etailed or speci-Fieo! shall Joe
installed as per manufacturer'_- recommeroatiors and specifications # ❑F ZONE
136 ST STREET LANDSCAPE MEDIAN 177=20'-O" 16, Refer, to the specifIca-tions for additional detailed information,
PM
VALVE SIZE
FCONTROLLER IMP ROTATOR 'NAP-TIT E WIRE 10' DURABLE WEATHER
STRONG BOX SBBC-45AL 3' �ONNI AND RESISTENT PLASTIC VALVE
YIN EDGE [IF PAVING UP Pi MATERIAL EXPANSION COILS) iO 135 WITH EXTENSIONS IF
FACE OF WALL WRAPS AROUND 112' PIPE NECESSARY
I�ILKINS FINISH GRADE DURABLE WEATHER QUICK COUPLER VALVE
PRESSURE VACUUM BREAKER RESISTENT PLASTJ�r VALVE
FINISH GRADE SIT HEAD FLUSH WITH
MX BOX WITH EXTENSION' IF INSTALL VALVE BOX 1/2'
GALVANIZED OR COPPER ELL FINISH GRADE FINISH GRADE NECESSARY ABOVE FINISH GRADE IN
RAIN BIRD ESI SERIES INSTALL VALVE BOX 112' TURF AND 2' IN SHRUB
SET HEAD FLUSH \A/IIH Q MOUNT IN PROTECTIVE COVER ABOVE FINISH GRADE IN AREAS
RAIN BIRD 1900 SERIES FINISH GRADE WITH BACKFLOW PREVENTER. TURF AND 2' IN SHRUB
GALVANIZED OR BRASS UNION SPRINKLER HEAD AREAS FINISH GRADE
RAIN BIRD TURF
12' — I z T
PUP UP SPRAY HEAD FINISH GRADE PVC CLASS
GALVANIZED OR COPPER PIPE MINIMUM I' 200 SDR21
PVC FLEX HOSE OR PVC `LEX HOSE LIR
R
PGA SERIES ELECTRIC PIPE 24' IN LENGTH
AIN BIRD SHRUB CONTROL VALVE (SIZE
I I
MINIMUM PER SPECIFICATIONS) 4' E GRAVEL BASE
PVC FLEX HOSE OR GLOBE/ANGLE CONFIG,
PVC STREET ELL OR STREET L OR
SWING PIPE
SWING PIPE 12, POP-UP SPRAY HEAD
FINISH GRADE
MINIMUM ---G' CEINC PAD MALE BARBED ELBOW MALE BARBED ELBOW SWINE PIPE PVC ELL LASCO SNAP-i SWING
0 JOINT WITH MALE BRASS
PVC STREET ELL OR 1.5-INCH PVC SCH 40 CONDUIT 4' PEA GRAVEL BASE STABILIZER ELBOW
MALE BARBED
;U MAINLINE ELBOW AND FITTINGS MAINLINE WITH PVC TEE
PVC TEL DR ELL JUNCTION BOX OR ELL
GALVANIZED OR PVC ELL PVC TEE DR ELL
VALVE WIRE FROM
LATERAL LINE WITH LATERAL LINE WITH
Si— i
PVC STREET ELL OR PVC STREET ELL ❑OF CONTROLLER MAINLINE WITH
NOTE, LINE WITH
INSTALL 12' ABOVE HIGHEST MALE BARBED ELBOW MALE BARBED ELBOW PVC TEE OR ELL WIRES TO REMOTE CONTROL COMMON WIRE FROM
I TEE OR ELL
VALVES CONTROLLER TD ELECTRIC
HEAD PER MANUFACTURER'S
RECOMMENDATIONS PVC S--REET ELL OR
CONTROL VALVE AND ON 3/8' 1
INSULATE PER LOCAL CODES MALE BARBED ELBOW 1-INCH PVC SCH 40 CONDUIT TO NEXT VALVE IN STABILIZING
TO POWER SUPPLY LUGS
BACKFLOW WITH ENCLOSURE 1800 SERIES SPRAY HEAD 1800 SERIES SPRAY HEAD 1812 SERIES SPRAY HEAD CONTROLLER PGA CONTROL VALVE QUICK COUPLER VALVE
W/ MP ROTATOR NOZZLE
HORIZONTAL SCALE BRIDGE FILE
Historic Fort Harrison RECOMMENDE[ 1"=20'
8901 Otis Avenu(,, FOR APPROVE CITY OF CARMEL VERTICAL SCALE DESIGNATION
Indianapolis, liidiamA DESIGN ENGINEER DA I E N/A
46216- 1037
Schneider 1 -800-898-03*132 DESIGNED:__MK__ DRAWN: KC 136th STRU-7 SURVEY BOOK SHEETS
317-826-7100 8 Of 7 8
CHECKED: ACD CHECKED: MK IRRIGA-1510N PLAN CONTRACT PROJECT
I . 06-07