Loading...
CC - Amenity Details NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING PLAN VIEW PLAN VIEW ® THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) 8" MIN. 14 GAUGE, ANNEALED STEEL GUY WIRE INSIDE 1/2" I.D. TREE TRUNK 14 GAUGE, ANNEALED STEEL GUY WIRE TREE TRUNK BLACK RUBBER HOSE AND TWISTED CLOSED AT ENDS �1 h� TREE STAKE,--- ` INSIDE 1/2" I.D. BLACK RUBBER HOSE TYP. 811 d \ AND TWISTED CLOSED AT ENDS � TREE STAKE, TYP. d ENDS OF WIRE ON INSIDE OF STAKE d o 3/4" 0 VINYL OR 2-PLY FABRIC BEARING 3/4" 0 VINYL OR 2-PLY FABRIC BEARING RUBBER HOSE. p p o RUBBER HOSE. 8" 0 LOOP AROUND 8" MIN. 0 LOOP AROUND TRUNK. p ' EACH MAJOR TRUNK. 14 GAUGE, ANNEALED STEEL GUY WIRE. STAPLE ENDS TO 14 GAUGE, ANNEALED STEEL GUY PLANT AND STAKE TREE AS DETAILED WIRE. STAPLE ENDS TO INSIDE OF INSIDE OF TREE STAKE. ADJUST TENSION BY TURNING WI E STAKE. ADJUST TENSIONBY WIRE PAIRS FROM THE MIDDLE TURNING WIRE PAIRS FROM THE EXISTING OR PROPOSED SLOPE 8x 2 TREATED LODGE POLE PINE TREE STAKES, I - MIDDLE. ALL MAJOR STEMS SHOULD / CUT BACK EXISTING SLOPE TO PROVIDE I EMIRTEENDW15ME POLE PINE TREE FLAT SURFACE FOR PLANTING (DO NOT STAKES TWO (2) PER TREE; AVOID 2' MIN. TWO (2) PER TREE; AVOID PENETRATING ROOT BALL EXCEED 2:1 SLOPE) MULCH PER PLANS 3' MIN. PENETRATING ROOT BALL 1" MAXIMUM OVER ROOTBALL MULCH PER PLANS 3' MAX 18" FINISHED GRADE 18„ 1" MAXIMUM OVER ROOTBALL 3" HIGH SOIL i i CREATE TREE WELL AROUND BASE OF TREE AT DRIPLINE - FINISHED GRADE BERM TO HOLD i 2 MIN. MIN. MIN. WATER TOP OF ROOTBALL TO MATCH FINISH GRADE OF SURFACE MULCH /\\ //\\//\\//\\ / /\\//\, CREATE TREE WELL AROUND BASE OF — — — — — MULCH PER PLANS L \\ \ PREPARED SOIL BACKFILL, SEE SPECIFICATIONS /\\ /\ /\%\ , TREE AT DRIPLINE /\j\j /\j\j 1" MAXIMUM OVER ROOTBALL /\\ AL TOP OF ROOTBALL TO MATCH FINISHED //\\j\\j\ //\\\//\/ PREPARE PLANTING SOIL AS SPECIFIED FERTILIZER TABLETS PER SPECIFICATIONS GRADE OF SURFACE MULCH L UNDISTURBED SUBGRADE NOTE: IN HARD SOIL CONDITIONS, CREATE 'CHIMNEYS' PREPARED SOIL BACKFILL, SEE SPECIFICATIONS. (MIN. 3 [EVENLY SPACED, NOT DIRECTLY BENEATH FERTILIZER TABLETS PER SPECIFICATIONS UNDISTURBED SUBGRADE ROOTBALL] @ 18" DEEP) TO PROMOTE DRAINAGE UNDISTURBED SUBGRADE 1 TREE PLANTING AND STAKING TREE STAKING - MULTI-TRUNK TREE PLANTING ON SLOPE SCALE: N.T.S. 2 SCALE: N.T.S. 3 SCALE: N.T.S. FINISH GRADE WHERE BOULDER RETAINS GRADE j BOULDER FINISH GRADE CONTAINER GROWN SHRUB/GROUNDCOVER EXISTING OR PROPOSED SLOPE PLANT, SIZE AS NOTED ON PLANS CUT BACK EXISTING SLOPE TO PROVIDE FLAT SURFACE 85% COMPACTED NATIVE SOIL FOR PLANTING (DO NOT EXCEED 2:1 SLOPE) � I I MULCH PER PLANS F�wj ' BOULDER 1" MAXIMUM OVER ROOTBALL FINISH GRADE NOTE: PLACE ALL BOULDERS SUCH FINISH GRADE THAT 1/3 OF THE TOTAL MASS OF EACH IN. PLANT SHRUB AS DETAILED BOULDER IS BELOW FINISH GRADE. BOULDERS SHOWN IN A GROUP ARE - - - - M — - - - - - - - - _ TO BE PLACED TOUCHING EACH OTHER IN A NATURAL TOP OF ROOT BALL SHALL MATCH ADJACENT GRADE - CONFIGURATION \\\ OOT \\\\\\ /\\ BALL FERTILIZER TABLETS PER SPECIFICATIONS PREPARED SOIL BACKFILL, SEE SPECIFICATIONS _ L NOTE: IN HARD SOIL CONDITIONS, OVER-EXCAVATE /j //\ _ MULCH PER PLANS W j /\\ ROOT \\ \\ — o PLANT PIT AND PLACE ROOTBALL ON 8 OF PREPARED \//// / //\ 1 MAXIMUM OVER ROOTBALL oLd BACKFILL. CREATE 'CHIMNEYS' (MIN. 2 [EVENLY SPACED, \//\ BALL \//\ PREPARE PLANTING SOIL AS SPECIFIED _ ° aQ NOT DIRECTLY BENEATH ROOTBALL] @ 6" DEEP)TO — /\\//7-7 Ld aU) PROMOTE DRAINAGE UNDISTURBED SUBGRADE a0 UNDISTURBED SUBGRADE �a 85% COMPACTED NATIVE SOIL _Z N O 00 SHRUB / GROUND COVER PLANTING SHRUB / GROUNDCOVER PLANTING ON SLOPE BOULDER INSTALLATION � �J �Y SCALE: N.T.S. 5 SCALE: N.T.S. 6 SCALE: N.T.S. 3 Li z U lVal1 J J Q QQ O 1 w� V) J d S Q N a z a- U W Z 0o W O J O N i w n Li V) J N ofZ TOP OF EDGING TO BE 1/2" ABOVE TURF Y O o to L_(fi a-i Za TOP OF STAKE TO BE 1" BELOW TOP OF EDGING < 00 AMENDED PLANTING BACKFILL MIX (o 0 U) Li 0 oa z a- wz MULCH PER PLANS MIX SHALL CONSIST OF: 1/2 PART 'NATIVE' SITE SOIL (NO CALICHE IN BACKFILL) & 1/2 PART 0 zQ z " Lnz MULCH (*HUMUS) *NATURAL FERTILE, FRIABLE SOIL THOROUGHLY MIXED PRIOR TO BACKFILLING a E wo 1/2" PIT. REMOVE ALL INORGANIC MATERIAL GREATER THAN 1" IN SIZE. SOIL BACKFILLING SHALL BE > >r 1-1/2" ACCOMPLISHED IN 6" LIFTS. EACH LIFT SHALL BE WATER SETTLED WITHOUT POOLING. a W� - - - - - LO Y _ SLOW-RELEASE FERTILIZER TABLETS 0 0,,-,, m 3„ z Ld Q �� FERTILIZER TABLETS SHALL BE AGRIFORM OR EQUAL (21 GRAM 20-10-5) SLOW RELEASE. TABLETS 0 zQ = STAKE PERMANUFACTURER's SHALL BE PLACED AT 1/2 THE DEPTH OF THE ROOTBALL ATTHE FOLLOWING RATES. SHELBURNE SOUTH - PHASE �73 ¢� III _- RECOMMENDATIONS 1 TABLET PER 1-GALLON CONTAINER 0 �,Z i 2 TABLETS PER 5-GALLON CONTAINER m Zo - 3 TABLETS PER 15-GALLON CONTAINER LANDSCAPE DETAILS a 73 ir0 4 TABLETS PER 24 BOX N W N W W= NOTES AND AT A RATE OF 1 TABLET PER EACH ADDITIONAL 6" BOX SIZE. WHEN MULTIPLE QUANTITIES OF MERIDIAN, ID wQ TABLETS ARE REQUIRED, THEY SHALL BE EQUALLY SPACED AT THE SPECIFIED DEPTH. CD 00 wZ 1. BED EDGE SHALL BE 5" BLACK COMMERCIAL ALUMINUM OR STEEL EDGING WITH 12" SPIKES AT 3' o o a� ON CENTER MAXIMUM. c0i o 2. INSTALL EDGING ONLY IN AREAS TO SEPARATE ROCK MULCH FROM TURF. Kio m ey >> o rn 0 w� 3. EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. Z i 0 4. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS. zz 2020 KIVILCY-. ORN AND ASSOCIAT-S, VC. m UI (w 9-' 0Lc-mock Sheet, Suite 1"00 _ �� METAL BED EDGING BACKFILL AND FERTILIZER NOTES Bose, Idaho Toe 208 297-25 N ia-6ol 0W~�ohoo •��.......I�O■y■9••'••• DESIGNED DRAWN CHECK ED X= SCALE: N.T.S. O F GMW GMW ASD cn z10=z EBo �O •. W SCALE (H): NONE F i��0zW ��� '� SCALE (V): NONE ■ X W Z LA-16 74 W o =J w,owwbarsbelow �, ; DATE: SHEET NO. o Call before you dig. �v 9 02 2020 6 0�w CALL 2 BUSINESS DAYS �� � ���� o W0 IN ADVANCE BEFOREYOU DIG,GRADE OR ••'.�� ��O'• PROJECT N0. �� z (ifx v g EXCAVATE FOR THE •�•���SCr'���••••• 29101 5008 0 E V) MARKING OF n0 z UN DERGROUND ■■■■■•■••• of a w MEMBERUTILITIES 08/26/2020 FDWG. NAME ���0 008-PH2-LS_DTLS.dw of 09 shts POST W/ CAP 6'-0" O.C. POST CAP 13/4" X 3Y2" TOP RAIL 5" X5" POST 1Y2" X5Y2" RAIL %" X 13%" PANELS N OPEN VERTICAL SLAT TOP (50% OPEN VISION) PER MERIDIAN CITY UDC 11-3A-7A.7 1"' X 5"' BOTTOM & CENTER RAIL 0 0 1 0 0 00 -1- PANELS = 1 = 1 — �— - - — — — — i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = 1- — I — I — I — I — I _ — I — I — I — I — II_I — — — — — — — — — — — — — — — - - - _ _ _ _ _ _ _ _ _ _ _ = 11—III—ill- =11 Ed I — — _- — I — I — I — I — I — I — I — I — I — I — I — I — I — I =1 = _ _ —1i1===========- - - - - - - - - - - - - = 1 ' I I — I — I — I ==== —II — I — I -- -------------- —_— I I—III—III—III—III—III—III—I 1 1= I - I —1 I =1 I I _ 1 1 — — — — — — FOOTING PER MFG _ _ — RECOMMENDATIONS I-1 I - =� I I=i =1 I I-1 I -1 I I-1 I I=1 I ,_� NOTES: _ 1. FENCING TO MATCH EXISTING OAKS SUBDIVISION VINYL FENCING. CONTRACTOR TO FOOTING PER MFG VERIFY STYLE TO MATCH. RECOMMENDATIONS 2. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM R/W 3. 6" WIDE ROCK MULCH MOW STRIP TO BE INSTALLED AT BASE OF FENCE ON NOTES: COMMON LOT SIDE. 1. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM R/W 1 VINYL PRIVACY FENCE (TO MATCH SHELBURNE EAST) OPEN VISION VINYL SLAT TOP FENCE SCALE: N.T.S. 2 SCALE: N.T.S. W N W(j 0 0 W 0 �H C Q Q U WO (if v) d V) 0 N¢ N r Q Z o 6'-0" O.C. 4" PICKET SPACING 0_ �r � �J Y J -?,-- z U 3 wo 1" X 1Ys" HORIZONTAL vi J Ur RAIL 0 J Q QQ U 2" X 2" SQ. TUBULAR METAL a �� POST, TYP. (.080 WALL MIN.) o N a z I �=m 5/$" X 5/s" PICKETS o 0 N= (.050 WALL) } In W N J _ N ~U Y Z W O U O to w vi 0 a zQ O0 w co 0 v, m w n O za O O a- Luo I o za a Q) LnZ m E wo 0 j U O Ww LO L W J co E OY d 0 ~m Z Z Q O z zQ SHELBURNE SOUTH — PHASE —0 (n O ZQ 0 Q W Nof � FINISH GRADE zo HARDSCAPE DETAILS _7 w0 -0 � N W N W t = d cf' o 0MERIDIAN, ID e d d 0 d� - 1 — I d d d e I — I I—I I ° d ° ° ° ° e °p dO d d ° 0 O N Of - 1a - =1� Kio m ey >>> Horn o� I I I I I I d m I I I I III I I I I 2020 KIMLCY—. ORN ,AND ,ASSOCIAT-S. VC. m a� X N I NOTES: U o W Z Q I— I I 1. WROUGHT IRON FENCE STYLE MAY VARY SLIGHTLY �50 Bc�nock Slreel, Sure a_LJ =I�—� LJM I — 1 ° — 1 _ Boise, Idaho 83702 208 297-2885 0 �°i 00 - I ° 8 e d I __� ••.......• DESIGNED DRAWN CHECKED X�== -11 — — II ••o•�� of Io••'•. GMW GMW ASD N a��o 12" 0•••`'�P� S. DE�oq�°••••. SCALE (H): NONE 0 E SCALE (V): NONE o E xwZ CONCRETE FOOTING of W �� Know wbarsbelow. DATE: SHEET NO. W U" ' Call before d' • w `o 0o ow CALL 2 BUSINESS DAYS �• � LA-16 74 �• 9 02 2020 �ozLu o OPEN VISION IRON FENCE (TO MATCH SHELBURNE EAST) IN ADVANCE BEFORE ••,�dL P���o PROJECT N0. 06 Z x YOU DIG,g EXCAVATE FOR THE ••••�• SCAp�••••• 291015008 0 •nuu■•• w 00 SCALE: N.T.S. MARKING OF < Lnz UNDERGROUND MEMBER UTILIT ES 08/26/2020 5008—PH2M LS_DTLS.dw of 09 shts /x�o a I I I I I _ _I I 26" 5PECIFICATIONS I I I I I MATERIAL The FL-3 bench is constructed of mild Steel in I I I I three sections consisting of two end sections L-----� -� and one Seat Section. All parts are drilled and precisely formed for quick assembly. End I Sections are made with 1"x 1"Solid Steel bar stock. All seat sections shall be fabricated MAILWXE-5 ON I I I I with 1"Sch.40ll pipe and 1/4 x 1-1/2" mild Steel -1 L _ —_� — �' �' ] 1 ' 6q�hlc_ - - _ I 1"X 1"SOLID ® strap. Steel shall conform to A5TM A56 hot I FAD. STEEL BAR rolled Steel.All Steel Shall be wheelabrated END FRAMES 1g-1/2 prior to fabrication. I I I I ---- i I HARDWARE ��-- Faotener5 Shall be 3/8 Socket head cap I screws with vandal resistant pins. I I 1-1/2" 5TEEL STRAP Anchor bolts by others 15-5/6' TO 12 W/1/2" PIA. HOLE5 PROTECTIVE COATING5 y - 511E VIEW -� Powder Coating: All Metal, Following ' - 1"5CH 40 STEEL PIPE fabrication Shall be cleaned and treated with _ — — I _ an iron phosphate process prior to the IMI I I � I II I I , I I coating application. This process Shall include a non-chromated alkaline cleaner and an iron phosphate treatment followed with an acidic sealer for maximum adhesion. The protective NOTES; - coatings Shall be either polyester or polyester I. OLL TER MAILBOX MNNLJFArTU R: 5AL5f3;JR r" INDUSTRIES (Ii5OO- AIL X). - TGIC powder. Following application the parts MODEL! 6LU5TER E30X UNIT (# 16) 16A-TYPE III - N USE'S AoSGE55 Shall be baked until properly cured. The GAL : BRONZE_ OF, APPROVED EQUAL. C.ONFIRM ALL E-LOTIONS kv OkiNER, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ coating shall be a minimum of mils thick on all SurFaceo. Options for finish:Corrosion 2. INSTALL P�I� MANUF TL�R SF�E IFIO TI I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ resistant undercoat, strongly recommended . t R6TC- PAID SHALL. 55iiL AT I TO DA IS CF PAAI�P. OPTIONS Length:4,5,6,8 ft. standard,other Iengtho available PL-3 bench lengths up to 8 ft available 4 MAIL BOX KIOSK 48-3/4"OUT TO OUT W119 5TRAP5 = without an additional frame.All benches SCALE: N.T.S. 60-3/4"OUT TO OUT W/24 5TRAP5 longer than 8ft.will require a center frame. 72-3/4 OUT TO OUT W129 5TRAP5 Center arm 96-3/4"OUT TO OUT W139 5TRAP5 NOTE:BOLT DOWN HOLE LOCATIONS 1"LE55 THAN OUT TO OUT DIMENSIONS REV 4-19-13 Fairweather Site Furnishings 360-895-2626 or Toll Free 800-323-1798 Plaza Series , Model PL-3 Bench Port Orchard,Washington ©1999-2013 Leader International Corporation,Fairweather Site Furnishings division Notice:These products are proprietary.Numerous designs are patented or patent pending under Leader Manufacturing,Inc. 20'-0" SQ W BENCH 5 SCALE: N.T.S. LIN 5PECIFICATION5 581/2" MATERIAL 103/4" 4"� Table and 5eat Tops: 3-1/2"x 3-1/2" recycled plastic olat5. Frames: Basic frame-for table: 3"x 3"x ° o o o 0 0 0 0 0 o o o o o 3-1/2"x 3-1/2" 3/16"angle welded to 3"x 3"x.120 wall tube; V) RECYCLED PLASTIC for Seats: 3"x 3"x 3/16"angle welded to Of Z 3"x 3"x.120 wall steel tube;table center o w brace 1-1/2"x 1-1/2"x.120 wall steel tube;table o LJ E� and seat top slats Supported by a complete Qa W 0 framework. All Steel drilled and formed for �N quick assembly. All steel shall conform to o a¢� 70.. C14A5TM A36 hot rolled Steel. O 3Z N �a cl 0o HARDWARE Kecycled plastic 513t5 Shall be attached to �1 o J frames with 3/8" plated carriage bolts, nuts L 11 1HLLCn and washers. 01 Z O U ° ° ° ° ° ° ° ° ° ° ° 120 x 3"x 3"TUBE U� 5URFACE MOUNTING: tri J Anchor bolts by others Q o a J HOLES FOR ANCHOR BOLTS PERMANENT EMBED MOUNTING: 0 I 12 ANCHOR BOLTS BY OTHERS N 00= GENERAL ROOF NOTES: 29 Depth and diameter post hole may vary N a� 6 with Soil conditions. Consult project engineer a 0 w 1 . METAL ROOFING: for correct dimensions. Rebar by others Z m o oo w N Q= 12 1 .1 . 24 GAUGE PROTECTIVECOATING5 Following fabrication r i N 1 .2. GALVAL U M E COATED frames shall be cleaned and treated with an iron N of z phosphate process prior to the coating Y 1 .3. KYNAR 500 PAINTED 0 o w �o„ application.This process Shall include a Z a non-chromated alkaline cleaner,and an iron a a- 00 2. TRIM COLOR MATCHES ROOF phosphate treatment followed with an acidic 6.1 Za 14'-3'' 3. SEE POLIGON.COM FOR COLOR OPTIONS 133'4" a .120x3"x3"TUBE Sealer for maximum adhesion.The protective o w0 303/8" TGIC powdercoatimoo .IFollowng al be either pplication cation tholycoter or eoparte shall a ?a REF w 0 16 3�4" 3/16"x 3"x 3"ANGLE be baked until properly cured.The coating Shall be o s} a minimum of 4 mils thick on all Surfacco. E 0Y MCH 473/4" - 52" OPTION5 o n L Z m Mounting:Surface mount or permanent embed z Q M o NOTES: ADDITIONAL SUPPORT STRUCTURE Table&Seat Tops: o �a FOR PLASTIC SLATS Recycled Plastic: Gray, SHELBURNE SOUTH - PHASE Zo REV3-18-10 weathered wood,cedar Zo SHELTER MANUFACTURER: POLIGON (616-399-1963) MODEL: CARNIVAL 20x20 STEEL SHELTER FairWeather Site Furnishings HARDSCAPE DETAILS -0 FINISH GRADE. COLLECTION OR APPROVED EQUAL Model F-5P Picnic Table, 6 ft. 4 x 4 360-895-2626 or Toll Free 800-323-1798 0 a Port Orchard,Washington =N MOUNTING VARIES ©1999-2010 Leader International Corporation, W BASED ON ENGINEERING Recycled Plastic, Surface Mount FairWeather Site Furnishings division `I MERIDIAN, ID o wQ REQUIREMENTS. Co w Z o Ln 3Kio m ey ))) Horn PICNIC SHELTER 6 PICNIC TABLE Z~ 6SCALE: N.T.S. 7 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m > a3 SCALE: N.T.S. vI V) 950 Bannock Street, Suite 1100 Z a _ �� Boise, Idaho 83702 208 297-2885 N °00 DESIGNED DRAWN CHECKED .��,........,��♦ w �ID�z 8110 ��. c�• � gOD-P � •�♦ GMW GMW ASD Z a� o SCALE (H): NONE o E �w SCALE (V): NONE XI o o =J Knowwh w arSbelo �, ; DATE: SHEET NO. U o Call before you dig. 09 i LA-16 74 ti 9 02 2020 0 C00 ) W CALL 2 BUSINESS DAYS �� Ln w YOU DIG,GRADE,OOR •����L Q� •• O 7 Z PROJECT NO. W x M EXCAVATE FOR THE ��.i��1uDSCA4������ 291015008 0 U— Mon MEN, 0 w LNi oZ UNDERGROUND 08/26/2020 DWG. NAME w to¢ a- MEMBER UTILITIES w 5008—PH2—LS lof ix�0 _ NOTES: NOTES: 1 . REFER TO MANUFACTURERS DESIGN STANDARD: 1 . ALL POST SIZES ARE SPECIFICATIONS PRIOR TO NET POST: MINIMUM — CONTRACTOR TO INSTALLATION. MANUFACTURER: DOUGLAS CONNECT CHAINLINK FENCE VERIFY ACTUAL POST SIZE MODEL #: DTP-37-BLACK TO LATERAL PIPE — TYP TO BE USED. ALL POST DESCRIPTION: 3" O.D. W/ OF TOP AND BOTTOM RAIL SIZES ARE DENOTED AS 16" STEEL WALL OUTSIDE DIAMETER AND SLOPE GRADE AWAY FROM SLAB 1 -7/8» PLASTIC—COATED SCHEDULE 40. LATERAL TOP RAIL CONTRACTOR SHALL SUBMIT CONNECT CHAINLINK FENCE SHOP DRAWINGS. TENNIS COURT NET POST POST—TENSION CONCRETE SLAB * TO POST 4" LINE POST W/ 1 -7/8" ADJACENT PAVING LATERAL RAIL POST CAP (TYP) WINDSCREEN FABRIC AND CHAINLINK MESH ON INSIDE 1 -7/8" PLASTIC—COATED (VERIFY ORIENTATION OF d d a ° LATERAL MIDRAIL COURT AND PREVAILING WIND d ° .1WHEN DETERMING WHICH SIDE v a ° v � FABRIC WINDSCREEN FABRIC SHOULD GO ON). ° ° COMPACTED \//�\//�° d /j�\,� °a ° SUBGRADE ���\��\ a �� I I ° ° d QQ QQQQQQQQQQQ 1 -3/4" PLASTIC— COATED 95% REL. \\� O O O O O O GAUGE CHAINLINK MESH D 6 FROMRPOSTEAil TAF AWAY DENSITY \ I n 9 I r I 1 -7/8" PLASTIC—COATED CONCRETE FOOTING \/�\ � � tLATERAL BOTTOM RAIL � Q °AGGREGATE BASE COURSE NOTE: FOOTING DIMENSIONS SECTION COMPACTED SUBGRADE \\j\j j SUBGRADE ILLUSTRATED ARE APPROXIAMATE / \ /\ �/ COMPACTED TO 95% AND MAY BE VARIED IN * POST—TENSION CONCRETE SLAB DESIGN SHALL BE �/ �� ° REL. DENSITY. i��/ 3,000 PSI CONCRETE DIFFERENT REGIONS. APPROVED PRIOR TO CONSTRUCTION VIA DEFERRED POST FOOTING, TYP d SUBMITTAL BY THE CONTRACTOR. ELEVATION 8 PICKELBALL/TENNIS COURT NET FOOTING PICKELBALL/TENNIS COURT PAVEMENT SECTION O PICKELBALL/ TENNIS COURT FENCE SCALE: N.T.S 9 SCALE: N.T.S SCALE: N.T.S DESIGN STANDARD : P CKLEBALL POSTS: NOTES: DESIGN STANDARD : 1 . ALL POST SIZES ARE MINIMUM — CONTRACTOR TO VERIFY ACTUAL POST P CK LEB ALL NET: M AN U FACTU ER : D OU GLAS SIZE TO BE USED. ALL POST SIZES ARE DENOTED AS OUTSIDE DIAMETER M AN U FACTU ER : D OU GLAS ITEM #: 63071 ( BLACK ) & AND SCHEDULE 40. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. MODEL : JTN - 30 #63424 4" GATE/END POST W/ 1 -7/8" COLORS: # ITEM # 2 010 5 DESCRIPTION : PREMIER R D POST PLASTIC—COATED LATERAL RAIL PLATE, A S TR P N G : WH TE /4 THICK X 3 WIDE STEEL WELD CENTERED TO 2 PIPE, POWER COAT, TYP. B — PAVING: GREEN DESCRIPTION : P CKLEBALL NET P CKLEBALL POSTS W/ 3" 1 -7/8" PLASTIC— IKE RAC , INSTALL PLUMB C — P A V N G: BLUE GROUND SLEEVES COATED LATERAL RAIL N CONC.K FOOTING TOUCH 54 - 099 FABRIC WINDSCREEN UP PAINT AS NECESSARY. 1 -7 8" PLASTIC—COATED 3'-0" FLEXIBLE JOINT SEALANT AT / DRY LAID BRICK TO MATCH GATE FRAME 4'-01v COLOR HEAVY DUTY HINGE AND LATCH DRY LAID BRICK PAVING N FOR PAD LOCK (PADLOCK BY o NET POST, SEE OTHERS) W W DETA L 9 1'-011 18" DEEP CONC. FOOTING O 0 44 0 _ °d a �a A 04 =of STANDARD GATE HINGE _ d d ° �r Q J oY PLASTIC COATED BANDS AND - a — 3 z0 STRETCHER BAR — Z "~ 1 -3/4" PLASTIC COATED =III III III III III NOTES: aQ 6 GAUGE CHAINLINK MESH BIKE RACKS TO BE "SINGLE BEND" BIKE RACK OR o o� ° APPROVED EQUAL. CONFIRM ALL SELECTIONS W/ N I J irk C C d OWNER. KB FABRICATION AND WELDING INC. (208) a a~ 898-9353. a Lj 2 BIKE CAPACITY. 2" ROUND SCHEDULE 40 STEEL PIPE. CO a J A A �� /,/ // SUBGRADE COMPACTED TO 95% FINISH: POWDER COAT BLACK NiU A B �'', a �� REL. DENSITY. 36" SPACING BETWEEN BIKE RACKS, TYP. Y r J ZELEVATION O U ° O vi O CDA A PICKELBALL/ TENNIS COURT GATE BIKE RACK co 0 V) W z < -Q Q 12 SCALE: N.T.S 13 SCALE: N.T.S. o z 0 z a f�1 N LnZ J E wo o j U O �w co L W Jco d V)m U Y Q d 0 �m o �O 0 9 99 SHELBURNE SOUTH - PHASE a zQ B o 15 0 9 99 0 5 0 W zo HARDSCAPE DETAILS _7Ir w0 -0 � N W N W cf) A A A I zD MERIDIAN, ID 00 � CD ¢ o �w o Ln a of ~ Kio mey >>> Horn UF Q 7 9 0 99 '�' 7 9 — 0 99 D z 0 O w D I C o joo a B m z~ C 2020 KIVILCY-. ORN AND ASSOCIAT-S, VC. m 1 Q W UI 1)w 9-' 0 Ba-mock Sireel, Sui�e 1'00 z z L� Boise, Idaho 83702 208 297-2885 cn j°I 00 o .�� ■■■■n■■■■ w Z" DESIGNED DRAWN CHECKED m ��� �I��o 1 •.. `'• so DEBo �o ♦• GMW GMW ASD Z ■ 9 SCALE (H): NONE F i-�W SCALE (V): NONE Ld U ■ X W Z o of PICKELBALL LAYOUT AND STRIPING PLAN 1a-16 74 s o2 2020 W ;L Call before you dig. c� w ■ DATE: SHEET N0. W i�~w SCALE: N.T.S CALL 2 BUSINESS DAYS �� �~�� 0 IN ADVANCE BEFORE Ln w& YOU DIG,GRADE OR ��'.�� ��O'� PROJECT N0. 08 z x v g EXCAVATE FOR THE ����A�DSCA������� 291015008 V o E v) z UNDERGROUND ■■■■■•■••• a ..w oQ MEMBER UTILITIES 08/26/2020 DWG. NAME w ���0 5008—PH2—LS_DTLS.dw of 09 shts SECTION 32 90 00- LANDSCAPE WORK 3.3 PREPARATION FOR PLANTING LAWNS C. Record Drawings: At completion of this work, submit to the Contractor: 3.2 SURFACE CONDITIONS 1.8 SPECIAL PROJECT WARRANTY A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to C.1. Record Drawings; reproducible and five prints. A. Examine the areas and conditions under which work will be performed. Notify Contractor of Part 1 -GENERAL A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. C.2. Operations and Maintenance information (2 copies), including: conditions detrimental to timely and proper completion of Section Do not proceed until B. Warranty trees and shrubs for a period of one year after date of substantial completion, against Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will C.2.a. Information including descriptive details, parts list, specifications, maintenance unsatisfactory conditions are corrected. 1.1 RELATED DOCUMENTS defects including death and unsatisfactory growth, except for defects resulting from neglect by be planted promptly after preparation. schedules and procedures fors stem components. B. Locate all underground utilities and structures and notify Architect of any conflict with Section A. Drawings and general provision of Contract, including General and Supplementary Conditions Owner, abuse or damage by others, or unusual phenomena or incidents beyond landscape A.1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, .2.b. Operation, p m nt f t m ncomponentsp instructions. work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this and Division 1 Specification Sections. Installer's control. grades, and elevations shown, after light rolling, addition of amendments, and natural Cadjust e o system and p g g g� C.2.c. Winterization procedures. work at no cost to the Owner. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of p 1.2 SUMMARY period. make replacements during growth season following end of warranty period. Replace trees loosened subgrade to create a transition layer and then place remainder of planting soil. Add C.2.d. Schedule indicating required open valve time to produce given precipitation amounts A. This Section includes provisions for the following items: and shrubs which are in doubtful condition at the end of the warranty period; unless, in the specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. and seasonal adjustments. 3.3 SLEEVING A.1. Trees opinion of the Owner's Representative, it is advisable to extend warranty period for a full growing C.2.e. Warranties and guarantees. A. Sleeving installed by others. Coordinate with other trades. A.2. Shrubs, Grasses, Ground Cover season. 3.4 PREPARATION OF PLANTING BEDS C.2.f. Submit five copies. A.3. Lawns A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or 3.4 TRENCHING AND BACKFILLING A.4. Topsoil and Soil Amendments Part 2- PRODUCTS similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove 1.4 GUARANTEE A. Trenching and backfilling shall be per applicable ISPWC Section. A.5. Miscellaneous Landscape Elements stocks, stones, rubbish, and other extraneous matter. A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: A.6. Initial maintenance of landscape materials 2.1 TOPSOIL B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 9e workmanship and materials. Within one year after date of Substantial Completion repair or B.1. Main Lines and Sleeving: 18 inches. B. Related Sections: The following sections contain requirements. A. If deemed usable, native topsoil shall be stock piled for re-sue in landscape work. Topsoil shall be elevations shown, after light rolling and natural settlement.Add 1 1/2 inches of specified compost r B.1. Underground sprinkler system is specified in Section 32 84 00- Irrigation fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds, over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately replace all defective parts or workmanship that may be found at no additional cost to Owner. B.2. PVC Laterals: 12 inches. roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a B. Fill and repair all depressions and replace all necessary lawn and planting which result from the C. Surround lines with 2 inches of clean rock-free material on all sides. 1.3 QUALITY ASSURANCE harmful to plant growth. transition layer, then place remainder of the planting soil. settlement of irrigation trenches for one year after date of Substantial Completion. A. Subcontract landscape work to a single firm specializing in landscape work. A.1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See C. Apply Pre-Emergent per manufacturer's recommendation. C. Supply all manufacturer's printed guarantees. 3.5 MISCELLANEOUS VALVES B. Source Quality Control: testing requirements below. Contractor is responsible for whatever soil additives are A. Install manual drain valves up stream. Install devise at mainline tap in accordance with B.1. General: Ship landscape materials with certificates of inspection required by governing recommended by the tests. Submit to Architect for approval. Compost will be added to other 3.5 PLANTING TREES AND SHRUBS 1.5 QUALITY ASSURANCE manufacturer requirements for complete operation. Install backflow provision and connect to authorities. Comply with regulations applicable to landscape materials. additives and added regardless of test results. A. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb and in A. Contractor shall be licensed in the State in which this work is being performed. controller. B.2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. B. Contractor shall have at least two ears prior experience in projects of equal or larger scope. non-availability to Owner or Owner's Representative,with proposal for use of equivalent friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around y p p p q g p Provide minimum of three references and list of similar projects with owners' names, addresses, 3.6 CIRCUIT VALVES material. litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. and phone numbers, when requested by Owner. A. Install in valve box, arranged for easy adjustment and removal. B.3. Analysis and Standards: Package standard products with manufacturer's certified analysis. extraneous or toxic matter harmful to plant growth. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation For other materials, provide analysis by recognized laboratory made in accordance with B.1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project is approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and A.1. Provide union on downstream side. methods established by the Association of Official Agriculture Chemists, wherever applicable. site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around competent in all phases of the work of this Section. A.2. Adjust automatic control valves to provide flow rate of rated operating pressure required for B.4. Trees, Shrubs, and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, not less than 4 inches. Do not obtain from bogs or marshes. base of trunk. each sprinkler circuit. genus, species, and variety shown and scheduled for work complying with recommendations B.2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides 1.6 SYSTEM DESCRIPTION and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation with an approved can cutter and remove can; remove bottoms of wooden boxes after partial A. Design requirements: 3.7 PIPE INSTALLATION vigorous stock, grown in recognized nursery in accordance with good horticultural practice Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retained on 1/4-inch backfilling so as not to damage root balls. A.1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at and free of disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, screen. Other components shall conform to the following limits: C. Dish top of backfill to allow for mulching. A.2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on points of intersection and change of direction in main line pipe as per manufacturer's abrasions, or disfigurement. pH 6.5 to 7.5 D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into walks, walls or paved areas is not acceptable. recommended specifications. Install manual drains. B.5. Label at least one tree and one shrub of each variety with attached waterproof tag with Soluble Salts 600 ppm maximum top of backfill and finish level with adjacent finish grades. A.3. Zoningshall be designed for optimum use of available pressure and efficient distribution for B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface legible designation of botanical and common name. Silt 25-50% D.1. Provide 3 inches thickness of mulch. g p p p p p p p q p o types of plantings and shapes of planting areas. all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented B.5.a. Where formal arrangements or consecutive order trees or shrubs are shown, select Clay 10-30/o E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an A.4. Design pressures: Install pressure regulating equipment as necessary. joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's stock for uniform height and spread. Sand 20-50% adequate film over trunks, branches, stems, twigs and foliage. recommendations. Use Teflon thread sealant(tape) at all threaded joints. B.6. Inspection: The Owner's Representative may inspect trees and shrubs either at place of B.3. Contractor shall submit representative soil report on imported topsoil proposed for use for F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. A.5. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall growth or at site before planting, for compliance with requirements for genus, species, approval. Report shall meet standards below. Contractor is responsible for whatever soil Prune trees to retain required height and read. Unless otherwise directed b Architect, do not be on main supply line downstream from main shut off valve. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 g p g' p q g p dd p p q g p Y feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the variety, size, and quality. Owner's Representative retains right to further inspect trees and additives are recommended by the test. Compost will be in addition to other additives and cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune A.6. Install approved backflow prevention device in conformance with local or prevailing codes, shrubs for size and condition of balls and root systems, insects, injuries and latent defects, added regardless of test results. shrubs to retain natural character. and in approved site location. Provide for drainage without erosive damage. pressure loss and provide minimum fluctuation in system operating pressures. and to reject unsatisfactory or defective material at any time during progress of work. C. Soil Testing G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. Pipe Size Pipe Section Pipe Size Pipe Section Remove rejected trees or shrubs immediately from project site. C.1. Soil tests are required for this project(see above for requirements). Test shall be provided as H. Guy and stake trees immediately after planting, as indicated. 1.7 EXTRA EQUIPMENT 3/4"0-9 GPM 1 1/2"26-34 GPM follows: I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as A. In addition to installed system, furnish owner with the following: 1" 10-17 GPM 2"35-50 GPM 1.4 SUBMITTALS Provide certified analysis at time of sample submitted (three samples imported topsoil). necessary for elimination of weeds. 1 1/4" 18-25 GPM 2 1/2"51-80 GPM A.1. Valve operating key and marker key. A. General: Submit the following in accordance with Conditions of Contract and Division 1 Amend soils per chemist's recommendations and as herein specified unless otherwise A.2. Wrench for each sprinkler head cover type. D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer of Specification Sections. approved by Architect. 3.6 SODDING NEW LAWNS specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" apart max). B. Plant and Material Certifications: C.2. Test shall include, but not limited to recommendations on chemical distributions, s.organic A. General: Install lawn sod in all areas designated on the drawings. A.3. Two (2) sprinkler head bodies of each size and type. g g g Coil 20 linear feet at each balled and burlapped tree around base and to allow for tree removal if B.1. Certificates of inspection as required b governmental authorities. contents, H factors, and sieve analysis as necessary. Test#1T b Western Laboratories B. Soil Preparation A.4. Two (2) nozzles for each size and type used. p q Y g p Y Y Y p required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation B.2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. (1-800-658-3858) is required. B.1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a B. Store above items safely until Substantial Completion. of flush valves at end of circuit runs. B.3. Label data substantiating that plants, trees, shrubs, and planting materials comply with C.3. Contractor is responsible for whatever soil additives are recommended by the soil testing depth of eight(8) inches by approved means, then finish graded as hereinbefore described. C. Deliver above items at Substantial Completion. E. Flush Valves: Install flush valve at end of each drip line run. specified requirements. laboratory. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. C. Mulch: Submit 1 gallon bag of mulch sample for approval. CA. Contractor shall coordinate, obtain and pay for all soil tests. D. Sod Placement PART 2 - PRODUCTS C.5. If regenerative noxious weeds are present in the soil, remove all resultant growth including D.1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod Sod 3.8 SPRINKLER HEADS 1.5 DELIVERY, STORAGE, AND HANDLING roots throughout one-year period after acceptance of work, at no cost to Owner. layers shall be experienced, or if inexperienced, shall be constantly supervised by an A. Flush circuit lines with full head of water prior to head installation. A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against experienced foreman. The Contractor shall insure that the base immediately ahead of sod 2.1 PIPE AND FITTINGS A.1. Install heads at level with mulch. drying and breaking of rolled strips. 2.2 pH ADJUSTERS layer is moist. Sod shall be laid tight with not gaps.Allowance shall be made for shrinkage. A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, A.2. Locate part-circle shrubbery heads to maintain a minimum distance of six inches (6")from B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be Lay sod with long edges perpendicular to primary slope. type. Solvent-weld type: walls and four inches (4")from other boundaries unless otherwise indicated. Keep overspray otherwise approved by Owner's Representative. Do not bend or bind-tie trees or shrubs in such used to adjust soil pH. D.2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. A.1. Pipe: to a minimum. manner as to damage bark, break branches, or destroy natural shape. Provide protective Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to A.1.a. Pressure lines: Schedule 40 solvent weld. covering during delivery. Do not drop balled and burlapped stock during delivery. 2.3 SOIL AMENDMENTS subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into A.1.b. Lateral lines: Class 200 pvc. 3.9 CONTROL WIRE INSTALLATION C. Deliver trees and shrubs after preparations for planting have been competed and plant A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208) 375-5262 and NuSoil minor cracks between pieces; remove excess to avoid smothering of adjacent grass. A.1.c. Sleeving: Class 200 pvc. A. Burywires beside or below main line pipe in same trench. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Compost(208) 629-6912 or approved equal in equal amounts by volume. D.3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper p p A2 shade, protect from weather and mechanical damage, and keep roots moist by covering with B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, . . Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at B. Bundle multiple wires together with tape at ten feet(1 0') maximum intervals. mulch, burls or other acceptable means of retaining moisture. free-flowing and packaged in new waterproof, non-overlaid bags clear) labeled as to weight, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, valves, risers, etc. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum p, p g 9 p 9 P 9 Y 9 Pp D. Do no remove container-grown stock from containers until planting time. manufacturer, and content. Protect materials from deterioration during delivery and while stored healthy and vigorous growth with no dry or dead spots. A.3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic"polypipe" riser. intervals between. E. Do not drop or dump materials from vehicles during delivery or handling.Avoid any damage to at site. DA. Add fertilizer"B" at the manufacturer's recommended application rate. A.4. Solvent: NSF approved solvent for Type I & II PVC. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch-Lock root balls during delivery, storage, and handling. B.1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting E. Water sod thoroughly with a fine spray immediately after planting. B. Polyethylene Pipe connectors, or approved. 5-gram tablets 20-10-5 type or equal. F. Sodded Lawn Establishment B.1. Pipe: Class 100, 3/4" lateral line,for use on drip irrigation zone(s)where drip tubing is not 1.6 JOB CONDITIONS B.2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 F.1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of otherwise used. 3.10 AUTOMATIC CONTROLLER A. Utilities: Determine location of underground utilities and work i a manner which will avoid possible applied at the rate of ten pounds per acre. sod lawn areas until Final Acceptance of the project. B.2. Fittings: Schedule 80 PVC. A. Install on site as approved. Verify location with Owner Representative. damage. hand excavate, as required. Maintain grade stakes until removal is mutually agreed B.3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic F.2. Mowing shall be done by an approved "reel"type mower. Mower blades shall be set at two B.3. Clamps: Stainless Steel. B. Install typewritten legend inside controller door. upon by parities concerned. Fertilizer Milorganite (6-0-2)type or equal. (2) inches high for all mowings. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18"spacing. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or F.3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per adverse drainage conditions, or obstruction, notify Owner's Representative before planting. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. the Manufacturer's recommended application rate. Verify all methods of application. 3.11 TESTING C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition Contractor shall notify the Architect in writing that the fertilizer applications have occurred and 2.2 SPRINKLER HEADS A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been D to prior conditions at project completion. 2.4 PLANT MATERIALS on what dates. A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall inspected and tested. °' Li 6 Wz D. Tree Protection: A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for be of a single manufacturer. B. Pressure testing: � o w D.1. Existing trees to remain should be protected before any site/demolition. Tree protection area landscape work and complying with recommendations and requirements of ANSI Z60.1 3.7 MAINTENANCE A.1. Lawn heads: pop-up type. B.1. Make necessary provision for thoroughly bleeding the line of air and debris. C <U is defined as the area within the drip line diameter. "American Standard for Nursery Stock". A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. B.2. Before testing, cap all risers, and install all valves. W o D.2. Place protective fencing around a tree protection zone. Protective fencing shold consist of B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching Final Acceptance. B.3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for o (if 0 highly visible, physical barrier(a minimum 6-foot high chain-link fence is recommended)to be configuration recommended by ANSI Z60.1 for type and species required. Single stem trees B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for pp Y p pp Y N a 0 laced 10-feet outside the dri line of the trees except where special forms are shown or listed. health growth. Restore planting saucers. Tighten and repair stake and u supports and reset 2.3 AUTOMATIC CONTROL SYSTEM leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. p p ( ) p p Y9 p 9 9 p 9Y PP o �Q A. General; Furnish low voltage system manufactured expressly for control of automatic circuit B.4. Fill all zone lines with water to static pressure. Hold for 15 minutes.lnspect for leakage. Z D.3. Do not strip topsoil or grub under story within protection area. The tree under story to be C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number trees and shrubs to proper grades or vertical position as required. Restore or replace damaged o =o removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. of canes required by ANSI Z60.1 for type and height of shrub. wrappings. Spray as required to keep trees and shrubs free of insects and disease. valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as B.5. Contractor shall provide all required testing equipment and personnel. Test shall be DA. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations such as indicated. performed in presence of Architect. Contractor shall make notice of test(48) hours in Q) o Li area. Dimensions indicate minimum spread for spreading and semi-spreading type evergreens and tolling, regrading and replanting as required to establish a smooth, acceptable lawn,free of B. Control Enclosure: Manufacturer's standard wall mount with locking cover, complying with NFPA advance. Y D.5. Prohibit dumping of refuse, chemicals, and other materials and puddling or running water height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. eroded or bare areas. 70. B.6. Provide required testing equipment and personnel. 3 J o that may injure tree growth. Provide normal quality evergreens with well balanced form complying with requirements for other D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for B.7. Repair leaks, and retest until acceptance by the Architect. z 7 0,>- D.6. Prohibit cutting, breaking, and skinning of branches and roots. All pruning of branches and size relationships to the primary dimension shown. lawn. manual or automatic operation of each circuit. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if Vi W � Z Q roots is to be performed by a Certified Arborist. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, o1 o F D.7. Prohibit skinning and bruising of bark. 2.5 GRASS MATERIALS 3.8 CLEANUP AND PROTECTION any day in a 7 or 14 day period. orifices and/or adjustment as directed to provide uniform coverage. N Cn 0-0 D.8. No changes in grade should be made within the dripline of existing trees. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds A. During landscape work, keep pavements clean and work area in an orderly condition. E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer of control unit; type D. Final inspection: a N W= D.9. Temporary irrigation is highly recommended for all remaining trees during construction. This and undesirable native grasses. Provide only sod capable of growth and development when B. Protect landscape work and materials from damage due to landscape operations, operations by AWG-UF, UL a roved. Z � w system should provide adequate coverage and quantity of water during all phases of pp D.1. Clean, adjust, and balance all systems. Verify that: a p q g q y g p planted (viable, not dormant). other contractors and trades, and trespassers. Maintain protection during installation and Z 1 C5 m construction. A.1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. maintenance periods. Treat, repair, or replace damaged landscape work as directed. D.1.a. Remote control valves are properly balanced; o CO W� 2.4 VALVING D.1.b. Heads are properly erl ad usted for radius and arc of covers e; _ o N= D.10. Before the contractor leaves the site, all existing trees which have been damaged due to Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of p p y 1 g r UJ d _05 construction should be repaired/replaced at the expenses of the contractor. supporting their own weight when suspended vertically with a firm grasp on upper 10% of 3.9 INSPECTION AND ACCEPTANCE A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, threaded D.1.c. The installed system is workable, clean and efficient. N ~ E. Excavation Around Trees: ad will be rejected. A. When landscape work is completed, including maintenance,Architect will, upon request, make an connection with cross type handle designed to receive operating key. Y Z p j p p g p q E. Winterization: Winterize system at the end of first season of system operation. Review procedures co o(, E.1. Where trenching is required in the vicinity of the tree, proceed as follows: B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf Company, Meridian, inspection to determine acceptability. B. Automatic circuit valves: high impact plastic with corrosion-resistant internal parts. Low power with Owner's Representative. ° r H E.1.a. As the trench approaches the drip line of the tree, di b hand until the roots ID 208 888-3760 or approved equal. B. When inspected landscape work does not comply with requirements, replace rejected work and solenoid control, normally closed, with manual flow adjustment; same manufacturer as control a- Z a PP P 9 Y ( ) pp q p p p Y q p 1 a i o o encountered are two inches or larger in diameter. continue specified maintenance until reinspected by Architect and found to be acceptable. unit. W END OF SECTION m 0 o a E.1.b. A similar trench is to be dug on the opposite of the tree and a tunnel augured under the 2.6 MISCELLANEOUS LANDSCAPE MATERIALS Remove rejected plants and materials promptly from project site. B.1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected o 0 Z Z tree between the two trenches at a depth of 4 feet. A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard to potable water. 0 Z a E.1.c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over 4 excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and B.2. Drip Control Zone Kit: Hunter PCZ-101. a Ew o inches in diameter. Do not cut main lateral roots or tap roots. mix in accordance with manufacturer's instructions. END OF SECTION C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve o > 0 r E.2. Where excavating for new construction is required in soil containing the roots of the tree, B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in grouping. o W J hand excavate to minimize damage to root system. Use narrow tine spading forks and comb appearance, and shall contain no toxic substance detrimental to plant life. D. Manual drain valves: LO a �Y soil to expose roots are encountered, expose beyond excavation limits as required to bend C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or SECTION 32 84 00- IRRIGATION (PERFORMANCE) a o m and relocate without breaking. redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, D.1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type o operating handle designed to receive operating key. Calco, Champion 100, or approved Z o W o E.3. If root relocation is not practical, cut roots approximately 3 inches back from new pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less PART 1 -GENERAL Z e o Q �Q construction. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, D.2. Sze 3/4 inch. SHELBURNE SOUTH - PHASE a EA. Any digging or cutting that tears roots or disturbs soil beyond the grading limit is and size to protect tree trunks from damage by wires. 7 Z 0 unacceptable. All roots larger than one inch much be cut b a Certified Arborist. 1.1 CONDITIONS AND REQUIREMENTS: E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. Ln V) Q0 E.5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary Part 3- EXECUTION A. General and Supplementary Conditions, and Division 1 General Requirements. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). W 10 Q Z support and protect roots against damage until permanently relocated and covered with G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. LANDSCAPE SPECS a 73 r,0 backfill. 3.1 PREPARATION -GENERAL 1.2 SUMMARY o H. Air Relief Valve: Netafim Model TLAVRV. � W N F. Construction Pruning: A. General Contractor shall be responsible for excavating planting areas to appropriate depths for A. Work included: a n o o F.1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been placement of topsoil as specified herein. A.1. Provide and install a complete and operating automatic irrigation system for all lawn and 2.5 MISCELLANEOUS MERIDIAN, I D o Z cut, Arborist shall prune the tree to compensate for the root loss and prune any low limbs B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and planting areas. a 00 w Z which ma interfere with construction activities. Com ensate in a roximate direct ro ortion outline areas and secure Architect's acceptance before start of lantin work. Make minor g A. Chemicals: primer and solvent glue as required by pipe manufacturer. Z) Y p pp proportion p planting A.2. Connect to main water supply at existing site stubout as provided. 0 o a� to root loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned adjustments as may be required. B. Valve box- high impact plastic, green in color. o A. Sleeving under paved areas (by others) M o Z and construction pruned tree shall be fertilized by the landscape contractor by broadcasting C. Valve cover and frame-compatible with valve box with provision for locking. Kio m ey >>> Horn Z N o o sulfur coated area 38-0-0 at the rate of 5 a lbs. per 1,000 square feet over the root zones of 3.2 PREPARATION OF PLANTING SOIL A.4. Obtain and pay for all permits and fees for the work of this section. D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. Z _ A. Perform work on a design/construct basis, subject to the requirements of the Contract a i 0� the trees. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous W Z Documents, applicable codes, and good design practice. U 2020 KIMLCY-. ORN AND ASSOCIAT-s, VC. m a materials harmful or toxic to plant growth. PART 3- EXECUTION W F-z 1.7 SEQUENCING AND SCHEDULING B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer If A.6. Winterization of system. °00 :a-,nock �lreel, Sui�e I'00 0 X� v)w� Boise, Idaho 83702 208 297-285 0 z-U p A. Planting Time: Proceed with and complete landscape work as rapidly as portions of the site planting will not follow placing of planting soil in a few days. V) �-600 become available, working within seasonal limitations for each kind of landscape work required. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 1.3 SUBMITTALS 3.1 GENERAL DESIGNED DRAWN CHECKED 5W N U) A. Installs stem to provide for adequate protection against freeze damage. .•••••••••••'•4 W X=W= A. Plant or install all plant materials during normal planting seasons from 15 March to 15 Shrub Areas: 1/3 compost, 2/3 topsoil. A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: Y p q p g g �.•' �� OF IIj ''., Z) _= Y p GMW GMW ASD W B. Installs stem in accordance with approved Contractor design drawings. All deviations from the P 9 ao November. Fertilizer: Per soil test and manufacture's recommendations. A.1. Manufacturer's printed product information and catalog cut sheets for all system components; y pp g g 811 . •' DE �o �•0 Z o=Z p p g y p lans must be a roved, and clear) recorded on record drawin0 `' s Bo SCALE H NONE o -coo A.2. Correlate planting with specified maintenance periods to provide maintenance from date of C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil p pp Y 9 9 ) F F�,� five copies. � / � � * W O)W O sustantial completion. and mix thoroughly before planting. C. Install system and components in strict accordance with manufacturer's recommendations. p SCALE (V): NONE B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout o o =J B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations Know wnarsbelow �, ; DATE: SHEET N0. "W lantin of lawns, unless otherwise acce table to Owner's Re resentative. If lantin of trees and and details illustrating location and type of head, type and size of valve, piping circuits, circuit or intervals of a approximately 200 feet, whichever is rester. Locate ad scent to sued surfaces, at LA- 74 . c� Calll�eforeyoudig. `" • 9 02 2020 W t o planting P p planting PP Y 9 j p GPM, pipe size, controls, and accessories. : � . `o o~w shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting p p valve boxes where practical. CALL 2 BUSINESS DAYS •� s .• W low0 from planting operations. � d� ���� PROJECT NO. �(� Z x�a p g p YOU DIG,GRADE OR ♦••� •. �• 9 Z) 1.1 U g EXCAVATE FOR THE •••,�SC0,- 291015008 0 MARKING OF E v)0 z UNDERGROUND •••••••••• a ..w oQ MEMBER UTILITIES 08/26/2020 DWG. NAME w iX�0 5008-PH2-LS_DTLS.dw of �9 shts