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Combined Set_16.pdfKC kyLechan A R C H I T E C T 107 WINDERLICH DRIVE 5205 PROSPECT ROAD SUITE 135-120, SAN JOSE, CA 95129 .,..] 669-244-3111 www.kyLechan.com kyle@kyLechan.com PLANNING SET CUPERTINO, CA 95014 11.6.2017 Sheet Revisions: PLAN CHECK COMMENTS 2.28.2018 RESIDENTIAL ADDITION a REMODEL PLAN CHECK COMMENTS 3.19.2018 PERMIT SUBMISSION SET Lu 0 O 2 Lu 01� �w z oc 00-73- O wpuLn uOJ0 < � u w 0 Q Ln LU z - ~ wLu O Ln = w O N 112C U PROJECT TEAM VICINITY MAP PUBLIC WORKS NOTES ZONING INFORMATION PROJECT INFORMATION DRAWING INDEX 3 OWNER SAMUEL XIANG ZHOU ARCHITECT KYLE CHAN, ARCHITECT AMC cupertino� °�� ,_ 1) REMOVE Et REPLACE BROKEN SIDEWALK, CURB Et GUTTER. PER CUPERTINO MUNICIPAL CODE: PROJECT DESCRIPTION: 1. ADDITION OF SECOND STORY STRUCTURE ARCHITECTURAL 10731 WUNDERLICH DRIVE 5205 PROSPECT ROAD, #135-120 Va1coP squarel6 hy, y SBF 2) APPLICANT HAS THE OPTION TO INSTALL A DRIVEWAY APPROACH CHAPTER 19.28. WITH NEW BEDROOMS AND BATHROOMS. Z. ADDITION OF IST FLOOR FRONT LIVING A0.1 C.0 PROJECT INFO BOUNDARY Et TOPOGRAPHIC SURVEY \\ `J CUPERTINO, CA 95014 SAN JOSE, CA 95129 SievensCreekBivd Sr .:.nsCrec,Hl:c; (DETAIL 1-21) OR USE EXISTING ROLLED CURB. PLEASE INDICATED 650-350-9919 PH: 408-780-8030 a a Villa Shopping Center p CLEARLY ON THE SITE PLAN. RESPONSE: DRIVEWAY APPROACH. ZONING DISTRICT R-1-5 ROOM Et LAUNDRY/MUD ROOM. A0.4 CALGREEN CHECKLIST Q z1houx839gmail.com CELL: 669-244-3111 m Ab... Dr LAND USE DESIGNATION "RESIDENTIAL 3. REPLACE (E) PARKING GARAGE WITH (N) A0.5 SITE PLANS �� kyle@kylechan.com - _ 3) POTENTIAL PAVEMENT ON WUNDERLICH DRIVE IN 2018 BY THE 1-6 DU/ac) 2 -CAR GARAGE. . A 5A R 0 I ' R P R n CITY. A STREET CUT MEMORANDUM WILL BE IN PLACE. RANCHO RINCONADA N / PROPOSED PLAN% \O SURVEYOR CreeksidePark ea nHanre y � 4) EDGE OF EAVES SHALL NOT ENCROACH INTO S' P.U.E. REVISE EXISTING HOUSE: A2.2 A3.0 SECOND FLOOR / ROOF PROPOSED PLAN EXISTING ELEVATIONS WEC Et ASSOCIATES GENERAL CONTRACTOR °"'' - I'V"° PLANS ACCORDINGLY. RESPONSE: PLANS REVISED. YEAR BUILT: 1955 A3.1 PROPOSED ELEVATIONS 2625 MIDDLEFIELD RD #658 T.B.D. P�1Vi31 EXISTING FLOOR AREA (R3 HABITABLE): A8.1 PROPOSED SECTIONS PALO ALTO, CA 94306 Wundergch price �' �' 1,382 SO FT 650.823.6466 PH 650.887.0321 FAX y Qsafeway 9Dprnge R,, OAOOT `PCastlwood�r m e a Hril3iomand EXISTING GARAGE: 297 SO FT OWNER TO OCCUPY PREMISES DURING 1-1.0 LZ.O LAYOUT PLAN PLANTING PLAN CONTACT: ED WU J "J ti LOT SIZE: 8,101 SO FT CONSTRUCTION. L3.0 L4.0 IRRIGATION PLAN LANDSCAPE DETAILS COVER SHEET ZF oo,,,�Ra WEST VALLEY PROPOSED NEW AREA: APN: 375-29-002 L5.0 WATER BUDGET CHECKLIST rk =— �W IST FLOOR AREA: ADDITION OF 769 SF TOTAL 1ST FL00: 2,403 SF (1,967 SF HABITABLE + 436 GARAGE) CONSTRUCTION TYPE: V -B LANDSCAPE ARCHITECT WEST SAN ease = er 2ND FLOOR AREA: 895 SF ENV2 LANDSCAPE s 4v YYslbm�. � �a OCCUPANCY: R-3 / U 1937 CONCOURSE DR. SAN JOSE, CA 95131 "a1WY ya `081'Y Ln Wlgtp„�U Y a TOTAL AREA: 3,298 SF BUILDING CODES: 2016 CBC (BASED ON 2015 IBC) TEL. 408.890.6289, R"`�°° �� 2016 CRC (BASED ON 2015 IRC) -7229 sARATocA CREEK (R3 + U) (SEE A0.5 FOR AREA CALCULATIONS) 2016 CEC BASED ON 014 CELL 40888765 36 6 2016 CMC((BAS D ON 0 5 UMC) HEEYOUNG PYEN D n r.rnl ZONING ANALYSIS REQUIRED PROPOSED BASED ON 2015 UPC 2016 CPC ( ) HEEYQUNG @ENV2INC.COM MAX. LOT COVERAGE 45%+5% 34.9% (2,835 SF, SEE A0.5) 2016 CALIFORNIA ENERGY CODE F.A.R. 45% 40.7% 2016 CFC (BASED ON 2015 IFC) 2016 CALIFORNIA GREEN BUILDING SEE A0.5 FOR FLOOR AREA CALCULATIONS STANDARDS CODE (CALGREEN) N.T.S. CITY MUNICIPAL CODE 2ND:1ST FLOOR RATIO (66% MAX.) 37.2% ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS Et REGULATIONS MINIMUM IST FLOOR SETBACK FRONT 20' 20' SIDE INTERIOR 5' 511" FIRE SPRINKLER: A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED REAR INTERIOR 20' 47'9" IN ACCORDANCE WITH NFPA 13D AND STATE AND LOCAL REQUIREMENTS ALLDRAWINGSAND WRITTEN MATERIALSCONTAINEDDHEREIN MINIMUM 2ND FLOOR SETBACK FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER A 25' 25' SEPARATE PERMIT. TUTETHEAY NOT BE UNPUBLISHEDWORKRNDFTHE ARCHITECT CONFRONT AND THEDUPLICATED, USED ORDISCLOSED ANDTHE SAME MAY SIDE YARD 1S 1S EN O 0KYLE CHAN ARCHIWRITTECT INC. NT OF THE ARCHITECT. ® KYLE CHAN ARCHITECT, INC. REAR YARD 25' 74'8.5" MAXIMUM HEIGHT 28' 24'9" (SEE A3.1) # BEDROOMS 6 A081 # BATHROOMS 4 PROJECT NUMBER: 1712 10731 WUNDERLICH DRIVE R24'OOF RIDGE 2ND FLOOR CEILING ND FLOOR H FLOOR (EZGRADE— +0'-9"(+103.14') +0'-0" (+10239 En Ln OBSCURED u, 2ND FLOOR +11'-3' OBSCURED SHOWN SHADED NON-OPERABLE F-0 t KFiUL +0' 0' (+102.39') PROPOSED LEFT ELEVATION (SOUTH-EAST) SCALE 1/4" ... — — ROOF RIDGE — — — —. —. —. —. —. — — — — — — — — — — — — — — — — — — — — — — — —. —. —. —. _2ND FLOOR CEILING +20'-3" 2ND FLOOR — 2ND FLOOR ROOF RIDGE—• -- ;OOR CEILING (ELFINISH FLOOR E GRADE _.—. _._._+_ +0.-2 03.14') PROPOSED RIGHT ELEVATION (NORTH-WEST) SCALE 1/4" =1'-0" _ 12 ,. TYPICAL U.O.N. i' _OOR — — u I Lu WALL SCONCE, z TYPICAL w w o H Q a u o C-) D EXTERIOR FINISH SCHEDULE SYMBOL MATERIAL MFR./DEALER MODEL #/ DESCRIPTION/ LOCATION COLOR STONE OVERLAY/ OR (N) CONC. LANDING W/ FLAG STONE OVERLAY: KC 51 STAMP CONCRETE U -SAVE ROCKERY OR PENNSYLVANIA LILAC PATIO BY U -SAVE ROCKERY - SIM. OR SIM. www.usaverockerysj.com 52 CLAD STONE VENEER STACKED STONE: BLACK RIVER COLOR FINISH ELDORADO STONE OR PROVIDE STONE CAP AT TOP, TYPICAL. - ��chan w PANEL SIM. STONE TO WRAP TO BOTH SIDES OF WALL, TYPICAL. A n c H i T E c T R1 LIGHT WEIGHT TILE _ NEW TILE ROOF BY EAGLE OR SIM. ROOF TO BE TAN O 5205 PROSPECT ROAD SUITE 135-120, DARK ROOF CLASS 'A' , COOL ROOF PER CALGREEN SAN JOSE, CA 95129 RZ ROLL ROOFING OR _ CRICKET ROOFING PER CRC R905.5 & 905.9. ROOF TAN 669-244-3111 www•kyLechan.com BUILT-UP ROOF TO BE CLASS W OR BETTER. kyle@kylechan.com \w Z PLANNING SET OGUTTER 1 ALUM.-MATCH(E)STYLE DARK G CEMENT PLASTER CP1 P1 EXTERIOR PAINT - PZ TRIM PAINT - AM101UU]I01 MATCH (E) TEXTURE MATCH EXISTING PAINT AT CEMENT PLASTER MATCH EXISTING PAINT WINDOW SASH AND TRIM FINISH (SEE A2.1 SPEC FOR FINISH MATERIALS) 1. PAINT ALL EXTERIOR WINDOW TRIM, SILLS, NON -VINYL SASH, MUTTINS, DECK RAILINGS, DECK FASCIA, BEAMS AND TRELLISES, RAFTER TAILS AND EAVE SHEATHING BOARDS. PROTECT ANY AND ALL VINES / PLANTINGS FROM DAMAGE. 2. CONTRACTOR TO CONFIRM ALL FINISH WITH OWNER BEFORE ORDERING. 3. PROVIDE COEFFICIENT OF FRICTION OF 0.6 OR HIGHER FOR ALL FLOOR TILE & EXTERIOR FLAG STONE SURFACE. R1 SKYLIGHT ------_________________________ROOF_RID_GE__� +24'-9" — — — — — — — — — — — — — — — — — 2ND FLOOR CEILING +20'-3" R1 - 711 2ND FLOOR _ _ - ...... ...... ...... — — — — — —(CEILINGLIVING — — ROOM) +10'-3" (LCEILING 3" i CPl Pi w• o a l w z o PZ 0 o0c : z o al Qo IJ U— �w - z - - - - - to ISH FLOOR w — . —. —. —. —. —. — — 1' a (E FINISH FLOOR +1'-3u iELGRADE — — -4—— _ E GRADE .� +0'-9" (+103.14') +0'-0" (+10239') 51 SZ 0' 2.5' 5' 7.5' 10' 12.5' 15' PROPOSED BACK ELEVATION (SOUTH-WEST) 3 -PROPOSED FRONT ELEVATION (NORTH-EAST) SCALE 1/4" =1'-0" SCALE 1/4" =1'-0" BURGUNDY 11.6.2017 MATCH I G w Sheet Revisions: BEIGE PLAN CHECK COMMENTS A2.28.2018 O PLAN CHECK COMMENTS DARK 3.19.2018 BURGUNDY DARK BURGUNDY PROPOSED ELEVATIONS I ALL DRAWINGS ORIGINAL N UNPUBLISHED WORK OHEREIN I CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OFIS THE ARCHITECT ANO THE SAME MAV NOT DE SENT O PLICATED, USED TE DISCLOSED WITHOUT C THE ARCHITECT. CONSENT OF THE ARCHITECT. ®KNEE CHAN ARCHITECT, INC. A3.1 PROJECT NUMBER: 1712 10731 WUNDERLICH DRIVE I w 0 O w dt \w Z oc Oo-::3- O Lu _ Q L..J Ln U 0 a1 zLu LLJ U 0Q _j 0 O Ln LU ~ w 0 Lu O Ln � w O N OC U PROPOSED ELEVATIONS I ALL DRAWINGS ORIGINAL N UNPUBLISHED WORK OHEREIN I CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OFIS THE ARCHITECT ANO THE SAME MAV NOT DE SENT O PLICATED, USED TE DISCLOSED WITHOUT C THE ARCHITECT. CONSENT OF THE ARCHITECT. ®KNEE CHAN ARCHITECT, INC. A3.1 PROJECT NUMBER: 1712 10731 WUNDERLICH DRIVE kyLechan A R C H I T E C T 5205 PROSPECT ROA® SUITE 135-1200 SAN JOSE, CA 95129 (6(69-244-3111 w.kylechan.com kyLe@kyLechan.com -------------------------------------------------ROOF RIDGE -- PLANNING SET +24'-9" 11.6.2017 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2ND FLOOR_ CEILING Sheet Revisions: +20'-3" PLAN CHECK COMMENTS 2.28.2018 PLAN CHECK COMMENTS 3.19.2018 0 BEDROOM 4 HALL MASTER BEDROOM 2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2ND FLOOR — — +11'-3" L L LIVING ROOM o HAIL� — — — — KITCHEN DINING ROOM T Lui -- - - - O L_____J cl _ L - - - - -- 0 0 E FINISH FLOOR (E) G RADE _ E -- (E) GRADE — — uJ +p' -p" (+102.39') +0'-9" (+103.14') \w Lt Z oc 0 0 wpuLn uoJ0) < � u 20 w Q 0 SECTION z O Ln- SCALE 1/4" = T-0" w Z w ly— LJJ Ln � = w o N DC u 5:3�4 — ROOF_RID_GE— �P��,O�� Q O� — — — — — — — — — — —_2ND FLOOR CEILING \O� PROPOSED BATH HALL SECTIONS — — — — — ----- — — — — — — — — — —2ND FLOOR— — +11'-3" ROOM) +10'-3" WORK AREA r m m LAUNDRY MUD ROOM HALL FINISH Oga ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN +1'-3" EG +0'-2" (+102.55') CO NSTITUTE THE ORIDINAL IF UNPUBLISHED WORK OF THE ARCHITECT ANOTHESAMEMAYNOTBE DOPLICATED, USEDORDISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. �. KYLE CHAN ARCHITECT, INC. ELI 0' 2.5' 5' 7.5' 10' 12.5' 15'A8 • SECTION PROJECT NUMBER: 1712 SCALE 1/4" = T-0" 10731 WUNDERLICH DRIVE MH�o° \J.P — G 154"PIN — / — 8e cad E• G E+3"TREE / \ / G S •5 03.7E / \ 18' ' TREE(S) / p�� + //- G G � -/ �� GIx 03.75 J I \ \ 14"TREE � //—/ {Gp�h° ? I h \ L 0 T 1 15 \I\Q1 I \\ \ AREA = 8,101 iSQ.FT. I \ \ FG I \ \ FG SHRUB I I \ \ I \ \ \ °°+ TW104.5��o �`"�' + �tih °�� 12"TRt \ \ o \ FG � BW 103.4 �° +Go�� 1 I � + o I \ \ \ o�+ TW 104.5 i.rj I \ G BW103.2 L o I I \ \ RUB+G °II' G RUB TW 104.3. I o I \ \ 0 5 10 20 rr o.°c BW103.1�� Q 3 "TREE 10 0 ® +e �' I SSCfd N I 1 a h �o�1ti 10731 WUNDERLICH DRIVE ° EXISTING HOUSE O"TR E o° FF = 103.64± °� I RIDGE= 1 15.89± 10721 WUNDERLICH DRIVE 1 EXISTING HOUSE 1 r\ 1 D3.04 10 .10 r W 1 <G O "�G102.92 O G `Q �`L 103.02 4' E No WUNDERLICH DRIVE EXISTING HOUSE z a° o oti�� °� II Fj I 9"TRE .Q 1 b2.97 O �G II \Q1 1'8"TREE F� AREE EXISTING GARAGE oI .00 I FG RIDGE= 1 10.53± °� I � o I 1°N. G �o� 3'fiREE 5 "OAK �� c=n I I G mI 1 \° oo I 1 S.5415'00 "E, ops 5a�, JP pp �� ❑ ° 0 0 �� oo�� o°tib _ Op��GNO — Q O� O — . o �� o ........................ ............................ ... U) ........................................................ ................................................. ° G - ° o TBM �,� .......................... � o o°oAir° EL=100.00 00 1 WUNDERLICH DRIVE (60' R/W) MH( LEGEND AC ASPHALT CONCRETE BC BUILDING CORNER BW BACK OF WALK CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER FD FOUND FF / / FL FLOW LINE FH / FW FRONT OF WALK / GROUND GC / / / GARAGE FACE/FRONT / GROUND AT FENCE GM GAS METER HCR / INV INVERT IP / / / / JP JOINT POLE LG / / 0/H I PC PROPERTY CORNER RW I I I I I I I I I I 10741 MH�o° \J.P — G 154"PIN — / — 8e cad E• G E+3"TREE / \ / G S •5 03.7E / \ 18' ' TREE(S) / p�� + //- G G � -/ �� GIx 03.75 J I \ \ 14"TREE � //—/ {Gp�h° ? I h \ L 0 T 1 15 \I\Q1 I \\ \ AREA = 8,101 iSQ.FT. I \ \ FG I \ \ FG SHRUB I I \ \ I \ \ \ °°+ TW104.5��o �`"�' + �tih °�� 12"TRt \ \ o \ FG � BW 103.4 �° +Go�� 1 I � + o I \ \ \ o�+ TW 104.5 i.rj I \ G BW103.2 L o I I \ \ RUB+G °II' G RUB TW 104.3. I o I \ \ 0 5 10 20 rr o.°c BW103.1�� Q 3 "TREE 10 0 ® +e �' I SSCfd N I 1 a h �o�1ti 10731 WUNDERLICH DRIVE ° EXISTING HOUSE O"TR E o° FF = 103.64± °� I RIDGE= 1 15.89± 10721 WUNDERLICH DRIVE 1 EXISTING HOUSE 1 r\ 1 D3.04 10 .10 r W 1 <G O "�G102.92 O G `Q �`L 103.02 4' E No WUNDERLICH DRIVE EXISTING HOUSE z a° o oti�� °� II Fj I 9"TRE .Q 1 b2.97 O �G II \Q1 1'8"TREE F� AREE EXISTING GARAGE oI .00 I FG RIDGE= 1 10.53± °� I � o I 1°N. G �o� 3'fiREE 5 "OAK �� c=n I I G mI 1 \° oo I 1 S.5415'00 "E, ops 5a�, JP pp �� ❑ ° 0 0 �� oo�� o°tib _ Op��GNO — Q O� O — . o �� o ........................ ............................ ... U) ........................................................ ................................................. ° G - ° o TBM �,� .......................... � o o°oAir° EL=100.00 00 1 WUNDERLICH DRIVE (60' R/W) MH( LEGEND AC ASPHALT CONCRETE BC BUILDING CORNER BW BACK OF WALK CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER FD FOUND FF FINISHED FLOOR FL FLOW LINE FH FIRE HYDRANT FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT GFC GROUND AT FENCE GM GAS METER HCR HANDICAP RAMP INV INVERT IP IRON PIPE JP JOINT POLE LG LIP OF GUTTER 0/H OVERHEAD PC PROPERTY CORNER RW RETAINING WALL SL STREET LIGHT SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLE TBC TOP BACK ROLLED CURB TC TOP OF CURB TOB TOP OF BANK TOE TOE OF BANK TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TW TOP OF WALL U/G UNDERGROUND VCP VITRIFIED CLAY PIPE WV WATER VALVE WM WATER METER BOX -CTV- CABLE TELEVISION LINE -E- ELECTRICAL LINE -G- GAS LINE -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE -T- TELEPHONE LINE -W- WATER LINE BASIS OF BEARINGS: THE BEARING, S52 -15'00"E, OF THE CENTER LINE OF WUNDERLICH DRIVE, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK 54 OF MAPS AT PAGE 35, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. BASIS OF ELEVATION: $ TBM ELEV=100.00 (ASSUMED) J I 11 ►.� 1 UNDERGROUND UTILITIES. SHOWN PER SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444. LEGAL DESCRIPTION LOT 115, TRACT N0.1320, MAP REF: BOOK 54 PAGE 34 AND 35 NOTE: 1. MEASUREMENT OF BUILDING LINE IS TO THE FACE OF STUCCO OR SIDING ZHOU RESIDENCE 10731 WUNDERLICH DRIVE CUPERTINO, CA APN: 375-29-002 W E C & A S S O C I A T E S 2625 6tIDDLEF7ELD RD N658 "A". Ol PALO ALTO, CA 94306 TEL: (650) 823-6466 FAX: (650) 887-1294 LICENSE STAMPS AND SIGNATURE O tAN0 S RAN G.p� EX "2- L. 2- L. 8235 OF CItiUF�/' ISSUED DATE: JUNE 1, 2017 SCALE: 111=10' DRAWN: BG JOB: 10078 SHEET TITLE: BOUNDARY & TOPOGRAPHIC SURVEY SHEET NO. coo © WEC HYDROZONE AHIGH WATER (FESCUE TURF WITH SPRAY SPRINKLERS)I 6• MIXED (ZOW/MODERATE) WATER ZONE I I C• LOW WATE ZONE • J 72 SQ.F 19 SQ.FT. 61 SQ.FT. PERMEABLE PAVER DRIVEWAY rH YD R OZON E A H WATER L N 102 SQ.FT1 \� zbN E FESCUE TURF WITH SPRAY SPRINKLERS LAWN AREA DWARF FESCUE NOTE: PROVIDE IRRIGATION AT ALL PLANTED AREAS ALL PLANTING ARES SHALL RECEIVE PRE—EMERGENT AND 3" DEEP RECYCLED CHIPPED MULCH IN DARK BROWN IN ALL AREA EXCEPT IN TURF AREAS. ALL EXISTING PLANTS TO BE REMOVED FOR SITE PREPARATION = CONCRETE PAD HARDS�C-A�PE �END OR FUTURE SIXRAGE SHED CONCRET� STEPPING S THE PATH T. Y. P. TREXBENDEABLE BOARD T.Y.P. BOULDERS T.Y.P. PEA GRAVEL ROCK GARDEN T.Y.P. CONCRETE STEPPING SOTNE PATH T. Y. P. SYMBOL DESCRIPTION CONCRETE PATH WAY WITH BROOM FINISH TILE OVERLAY OVER CONCRETE COLORED STAMPED CONCRETE (INDICATED IN THE PLAN) INTER LOCKING PAVER BLDG AREA WATER USAGE LEGEND ZONE DESCRIPTIZ)N GRASS PLANTING AREA PLANTING AREA IRRIGATION NOTES: a. The property owner shall record a covenant on the property for the new trees/shrubs planted for purpose of required replacement trees, privacy protection, and required front yard tree. b.Following completion of construction, and affidavit from an affidavit from an ISA—certified arborist shall be provided confirming that the new trees have been planted properly and according to plan. c. A planning department inspection is required to verify exterior materials/finishes, trees, landscaping, site work. d. A certified landscaping professional shall conduct a landscaping installation audit after the landscaping and irrigation systems have been installed per Chapter 14.15 (Landscape Ordinance). The findings of the assessment shall be consolidated into a landscape installation report provided to the Planning Division. e. The property owner shall sign a landscape maintenance agreement per Chapter 14.15 (Landscape Ordinance), prepared by the City, and record it with the Santa Clara Co. Recorder's Office. The property owner shall contact the Planning Division in advance of the final to prepare the agreement. f. A certified landscape professional shall provide a landscape and irrigation maintenance schedule per Chapter 14.15 (Landscape Ordinance) to the Planning Division. AREA HIGH 740 SQ.FT. O -W_ _ 0 SQ.FT. OW 1795 SQ.FT. GRAVEL AREA NO IRRIGATION 521 SQ.FT. GENERAL NOTES: TOTAL i ANDSCAPE AREA 1. ALL HARDSCAPE AND LANDSCAPE AREAS SHALL HAVE PROPER SLOPE AND DRAINAGE AWAY FROM THE HOUSE OR TOWARD APPROPRIATE DRAINAGE STRUCTURE TO CARRY WATER TO AN APPROVED ' DRAINAGE OUTLET 2.CONTRACTOR IS RESPONSIBLE FOR PROPER DRAINAGE OF ALL AREAS AND SHALL ADHERE TO ALL APPLICABLE LOCAL BUILDING CODES i AND INDUSTRY STANDARD FOR ALL WORK CONTAINED IN THESE PLANS. 3. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING APPROVED, BEST INDUSTRY ACCEPTED ' PRACTICES, SPECIFICATIONS AND METHOLDS FOR INSTALLATION OF ALL ITEMS CONTAINED IN ZMEA:DTHESE PLANS. PAVERHWA4. CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY FOR ALL WORK CONTAIiNED IN THESE PLANS. i 3056 SOFT. °J 11 11 8'9 X 6' � / D w 20�LOS WORK AREA e' x s' MUD ROOM 2'x6' LAUNDRY 2fi80 Jfico zafio a'a x s'e s 4 +103.64' HALL d 36 Q 288019'2 17'3 LJ� o a LIMNGX XROOM g a 20' x 20' GARAGE i ,I LLL LLL E�E_ LLL 4s" +'03.,4• L�LLLLa°�LLLLL aLs ISLLLL �07 Lam- PO LTLLTLZC TI_ L LLLLLLLLLLLLLLLLL LLLLLLLLLLLL L LLLLLLLLLLLLLLLLL i L LLLLLLLLLLLLLLLLLL 3Lss• • LL 10 2 SQ.FT.i L LLLLLLLLLLLLLLLLLLL L L LL L LLLLLLLLLLLLLLLLLLq°SLLLLLL L LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLL' LL L 20' 72 SQ.F LLLLLLLLLLLLLI9 S FT. LL LLLLLLLLLLLLLLLLL LLL LL 19 SQ.FT. LLLLLLLLLLLLLLLLL LLLLLLLLLLLLL61 SQ `FT. 3 S.FLL LLLLLLLLLLLLL" LLLL 134" SQ.' LLLLLLLLLLLLLLLLL .� LLLL .v .� .� 61 SQ.FT. LLLLLLLLLLLLLLLLL LLLL 0 LLLLLLLLLLLLLLLLL� LLLL SCALE: 1/8$)-1-0)$ FRONT YARD PAVING CALS TOTAL FRONT YARD WITHIN 20': 1035 SQ.FT. TOTAL PERVIOUS INTERLOCKING PAVER AREA WITHIN 20': 688 SQ.FT. TOTAL HARDSCAPE AREA WITHIN 20': 45 SQ.FT.(4%) EnV2, Inc. Enivision of Nature CA LIC.: A, B, C27 910951 1937 CONCOURSE DR. SAN JOSE, CA 95131 TEL: (408) 890-6289 FAX: (408) 886-7229 w Z Q O U w Q ►-+ U �QO Www � U N O W W^ O F� W� W Q z LL] DWG BY: HYP DWG DATE: 3/12/18 CHECK BY: 0 CHECK DATE: 3/12/18 PJT NO: FILE NO: 0 00 0 CV 00 O Q �aaaaa SCALE: 1/81V = 1' DWG BY: HYP DWG DATE: 3/12/18 CHECK BY: HYP CHECK DATE: 3/12/18 PJT NO: FILE NO: Sheet: L 10 1 of 4 Sheets. HYDROZONE 9 A HIGH WATER �FESCUE TURF WITH SPRAY SPRINKLERS) BMIXED (LOW/MOD RATE) WATER ZONE o LOW WATER ZON\E C* L. �j T-1 S-4 T-1 S-1 S-2 GRASS XREA' \I/ \I/ ZONE A 15141 \4/ \4/ \4/ \4/ \4/ 02 A \4/ \4/ < 219 SQ.FT. 4 11'6 x 12' MASTER BEDROOM 4 13'1 " X 9V BATH 21 5110"X 919* WARDROBE 12'11*X 9'11" BEDROOM 2 io'io*X 9,10" BEDROOM 1 E�< TV F__ 9 7'1 x 10'9 2a80 20' X 20' GARAGE 15'3 x 11'2 DINING ROOM 3x8' f__� LA 11' x 8' KITCHEN 2050 rFa 1,8 A �7 OCLOSq� 6'9 X WORK 19'2 X 17'3 LIVING ROOM Lj _LLL S-7 _LLL L - 43 +10314"' LLL L L — 3' -[!!LLLLL4T-LLLLLL - L L L4 L L& L L L�o - L L L L 10' 2.3 91. P H -LLLLLLLLLLLLL - L LLLLLtLL L�LLLLLL L_ PL.L L_ f - L LLLLL = 3LS. . L LLLLLLLLLLLLLL L L - LL-LLLLLLLLLLLLL L LE 3 E C S-2 E C Ll L LIlrl L L7m LCL LLq_0_SELLLLL �L� L LLAJ LYC LL LLLLLLLL 'MEADMIW PEN GYM /LLLLLLLLLL LLLLL LLLLL WATER PLANT NAME S2 X 6'6 S-1 -LLLLLLL[—LLL ... L_ 72 SQ.F _LLLLLLLLLLLL\-LL�� L_ 1 IFT F=—], L -LLLLLLLLLLLLLLLLL .... IIII S-6 -LLLLLLLLLLLLL T. s. LLLLL S 5 _LLLLLLLLLLLLff_1_�2. LLLLLLLLLLLLLLLLL u D w Ll—i LINIFOLIUM S-5 5 61 SQ.FT. -LLLLLLLLLLLLLLLLL LLLLL S-6 -LLLLLLLLLLLLLLLLL LLLLLL.\I/ \1/ 9' X 5' LUNt M ROOM 5 GRASS T.Y.P.. LAUNDR 2880 2880 2880 44 X 6'8 < +103.64' HALL IN P4 2a80 20' X 20' GARAGE 15'3 x 11'2 DINING ROOM 3x8' f__� LA 11' x 8' KITCHEN 2050 rFa 1,8 A �7 OCLOSq� 6'9 X WORK 19'2 X 17'3 LIVING ROOM Lj _LLL S-7 _LLL L - 43 +10314"' LLL L L — 3' -[!!LLLLL4T-LLLLLL - L L L4 L L& L L L�o - L L L L 10' 2.3 91. P H -LLLLLLLLLLLLL - L LLLLLtLL L�LLLLLL L_ PL.L L_ f - L LLLLL = 3LS. . L LLLLLLLLLLLLLL L L - LL-LLLLLLLLLLLLL L LE 3 E C S-2 E C Ll L LIlrl L L7m LCL LLq_0_SELLLLL �L� L LLAJ LYC LL LLLLLLLL BLUE HIBISCUS /LLLLLLLLLL LLLLL LLLLL WATER PLANT NAME (SPECIES &VARIETY) S-1 -LLLLLLL[—LLL ... L_ 72 SQ.F _LLLLLLLLLLLL\-LL�� L_ 1 -LLLLLLLLLLLLLIII LLLL 19 SQ.FT. -LLLLLLLLLLLLLLLLL .... IIII S-6 -LLLLLLLLLLLLL T. s. LLLLL S 5 _LLLLLLLLLLLLff_1_�2. LLLLLLLLLLLLLLLLL 113 \.v LLLLL\i, LINIFOLIUM S-5 5 61 SQ.FT. -LLLLLLLLLLLLLLLLL LLLLL S-6 -LLLLLLLLLLLLLLLLL LLLLLL.\I/ \1/ ELIONYMUS LUNt S-7 5 GRASS T.Y.P.. HELICTOTRICHON SEMPERVIRENS S-3 S-5 E C T— 2 S-6 S-7 S-3 FRONT YARD TREE T-2 24" BOX CRAPE MYRTLE ri —1 7 " I HYFROZONE Co LOW WATER ZONE L LTr_7TN1T=m � � � � J PLANTING LEGEND SIZE PLANT NAME (SPECIES &VARIETY) PLANT COMMON NAME QUANTITY WATERING NEEDS TREES T-1 24" BOX T-2 24" BOX LEGEND MAGNOLIA GRANDIFLORA CRAPE MYRTLE PLANTING SPREAD DISTANCE MAXIMUM 20' 10, PRIVACY SCREENING MATERIALS GR SS T.Y.P.. ------ ONE A SOUTHERN MAGNOLIA 4 LOW WATER CRAPE MYRTLE 1 LOW WATER PLANT COMMON NAME SHRUBS WATERING NEEDS BLUE HIBISCUS 3 SIZE WATER PLANT NAME (SPECIES &VARIETY) S-1 5 GAL ALYOGYNE HUEGELII S-2 1 GAL NANDINA FIRE POWER DWARFT S-3 5 GAL KNIPHOFIA UVARIA S-4 5 GAL ERYSIMUM LINIFOLIUM S-5 5 GAL ELIONYMUS JAPONICA S-6 5 GAL ELIONYMUS JAPONICUS 'MICROPHYLLUS' S-7 5 GAL HELICTOTRICHON SEMPERVIRENS PLANTING SPREAD DISTANCE MAXIMUM 20' 10, PRIVACY SCREENING MATERIALS GR SS T.Y.P.. ------ ONE A SOUTHERN MAGNOLIA 4 LOW WATER CRAPE MYRTLE 1 LOW WATER PLANT COMMON NAME QUANTITY WATERING NEEDS BLUE HIBISCUS 3 LOW WATER HEAVENLY BAMBOO 21 LOW WATER RED HOT POKER 12 LOW WATER WALLFLOWER 3 LOW WATER EVERGREEN ELIONYMUS 3 LOW WATER BOXLEAF EUONYMUS 15 LOW WATER BLUE OAT GRASS 5 LOW WATER TOTAL AMOUNT OF PLANT PROPOSED: 67 PLANTS AMOUNT OF LOW WATER USE PLANT: 67 PLANTS (100%) PLANTING HEIGHT SPREAD DISTANCE MAXIMUM 4 MAGNOLIA GRANDIFLORA 80' 40' 20' SOUTHERN MAGNOLIA NOTE: ALL PRIVACY TREES MUST BE AT LEAST 8' HIGH WHEN PLANTER. ALL PRIVACY SHRUBS MUST BE AT LEAST 6' TALL WHEN PLANTER. PRIOR TO FINAL BUILDING INSPECTION, A COVENANT SHALL BE RECORDED WITH THE COUNTY CERTIFYING THAT THE NEW FRONT YARD TREE, AS WELL AS THE NEW AND EXISTING TREES DESIGNATED AS PRIVACY PROTECTION, WILL BE MAINTAINED. r PLANTING NOTES 1. THE WATER SOURCE WILL BE MUNICIPAL. 2. NO SEED MIX WILL BE APPLIED TO LANDSCAPING 3. ALL TREES 15 GALLON OR LARGER TO RECEIVE (2) 3"xlO' LODGE POLE PINE STAKES WITH (2) 1"X4" BACKER BOARD NAILED TO STAKES. TIE ALL TREES TO STAKE WITH RUBBER TIES SEE TREE DETAILS ON L4-0. AND NAIL WITH GALVANIZED WOOD SCREWS. 4. PROVIDE DEEP WATERING /INSPECTION TUBES ON ALL TREES, WATER BASIN SHOULD BE SUFFICIENT ENOUGH TO CONTAIN WATER AT BASE OF TREE, AS NECESSARY. 5. FERTILIZER TABLET SHALL BE PLACED AT MID -POINT OF ROOT BALL PER MANUFACTURERS RECOMMENDATION. 6. USE COMPOST FOR SOIL AMENDMENTS. APPLY MINIMUM 3 INCHES OF COMPOST IN ALL PLANTING AREA AND ROTOTILL THOROUGHLY INTO MINIMUM TOP 9 INCHES OF TOP SOIL. 7. PROVIDE 3" OF WALKING BARK UNDER ALL TREES, SHRUBS AND UNPLANTED AREAS FOR WATER CONSERVATION 8. PLANT LOCATIONS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN THE FIELD AT THE LANDSCAPE ARCHITECT DIRECTION PRIOR TO INSTALLATION. 9. QUANTITY AND SIZE AS PER PLAN 10. ALL PLANTS MATERIALS SHALL BE HAND SELECTED BY THE CONTRACTOR. THE CONTRACTOR IS CAUTIONED TO EXCERCISE CARE IN HANDING, UNLOADING, AND STORING OF PLANT MATERIALS. PLANT MATERIALS THAT HAVE BEEN DAMAGED IN ANY WAY WILL BE DISCARDED AND IF INSTALLED, SHALL BE REPLACED WITH UNDAMAGED MATERIALS AT THE CONTRACTOR'S EXPENSE. 11. TREES THAT ARE PLANTED WITHIN FIVE FEET OF CONCRET IN THE LAWN AREA TO BE INSTALLED IN A DEEP ROOT UB24-2 ROOF BARRIER AT THE TIME OF PLANTING. 12. ALL TREES TO BE DOUBLE STAKED WITH LODGE POLE STAKES. STAKES MUST BE STRAIGHT AND FIRMLY IN GROUND. 13. GROUNDCOVER IS TO BE PLANTED TRAINAGULARLY SPACED AT 12" ON CENTER. 14. SOIL AMENDMENTS SHALL BE ROTOTILLED IN A MINIMUM DEPTH OF 9" IN LAWN AIRES AND IS TO BE MIXED WITH NATIVE SOIL WHEN BACKING PLANTS. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE PLANTING DESIGN PLAN." EnV2, Inc. Enivision of Nature CA LIC.: A, B, C27 910951 1937 CONCOURSE DR. SAN JOSE, CA 95131 TEL: (408) 890-6289 FAX: (408) 886-7229 000. u IN P4 P4 V) Lli 0 �3 00 0 0 00 0 -1 SCALE: DWG BY: HYP DWG DATE: 3/15/18 CHECK DATE: 3 /15 /18 PJT NO: FILE NO: Sheet: L2,90 2 of 4 Sheets. IRRIGATION SCHEDULE IRRIGATION SHELL BE LIMITED BETWEEN THE HOURS OF 8:00 PM AND 10:00 AM, UNLESS UNFAVORABLE WEATHER PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY (IRRIGATION OUTSIDE NORMAL DESIGNATED HOURS IS ALLOWED FOR AUDITION AND SYSTEM MAINTENANCE ONLY). IRRIGATION SCHEDULE; MARCH, APRIL, MAY, SEPT, OCT, NOV. (SPRING & FALL) IRRIGATION LEGEND IRRIGATION SCHEDULE; DEC, JAN, FEB. (WINTER) IRRIGATION NOTES Irrigation Type Flow Rate (GPM) Preci Rate (In/h) Min. /Cycle B Days /Week Gals /Week Gals /Season Valve No. Irrigation Type A. GENERAL IRRIGATION INFORMATION Min. /Cycle Cycles /Day Days /Week CONTROLLER STATION NUMBER Gals /Season Valve No. Irrigation Type Flow Rate (GPM) Preci Rate (In/h) Min. /Cycle 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED Gals /Week Gals /Season 1 CONTROL VALVE SIZE 7.04 AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING 4 1 3 84.48 2027.52 AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, Spray 7.04 20.46 4 1 PLANTING AND ARCHITECTURAL FEATURES. 140.80 1689.60 1 Spray 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS 3 1 1 21.12 253.44 WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR Drip 2.63 N/A 5 1 DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN 39.45 946.80 2 Drip 2.63 CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD 5 1 5 65.75 789.00 BE BROUGHT TO THE ATTENTION OF THE OWNER. IN THE EVENT THAT THIS Drip 2.63 N/A FLOW RATE THROUGH VALVE, GPM 1 NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME 10.52 126.24 3 Spray 8.30 FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5 1 3 PERCIPITATION RATE, In/h 3. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. Spray 8.30 11.06 PRESSURE THROUGH VALVE, PSI 1 LEAVE A 36" COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER 249.00 2988.00 3 Spray 8.30 ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING 4 1 1 33.20 398.40 PERMITTED INSIDE SLEEVES. Drip 5.91 N/A 10 4. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG THE ENTIRE MAIN 177.30 SYM MANUF. MODEL N0. DESCRIPTION GPM RAD PSI 5.91 LINE. LOOP 36" EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE 11 1 3 195.03 4680.72 BOX IN EACH GROUP OF VALVES. Drip 5.91 N/A 9 B. VALVES & VALVE BOX ©H 10 RAINBIRD 1.45 10' 30 1804-10VAN 4 POP-UP SPRAY WITH 10VAN NOZZLE 1. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK, CURB, LAWN, 4.0 Column Total: Q 0.75 10' 30 10217.52 BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX ©H 10147.32 1.85 15' 30 SHALL BE 12" APART. SHORT SIDE OF VALVE BOX SHALL BE PARALLEL TO WALK, RAINBIRD 1804-15VAN 4"POP-UP SPRAY WITH 15VAN NOZZLE 4607.76 CURB, LAWN, ETC. 4.0 Q 0.92 15' 30 2. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS WHERE POSSIBLE (NOT IN LAWN AREA). © POINT OF CONNECTION -PORTABLE WATER 60 PSI STATIC PRESSURE 3. LOCATE Q.C.S 12" FROM HARDSCAPE AREAS. �M WATER METER -PORTABLE WATER C. SPRINKLER HEADS 1. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM ® 1" UTILITY PVC BALL GATE VALVE IN VALVE BOX WITH LOCKING LID PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. DEGREE AND RADIUS INFORMATION PROVIDED AS OOFIT RAINBIRD 100-ASVF 1 REMOTE CONTROL VALVE WITH ATMOSPHERIC BACKFLOW PREVENTER BASELINE INFORMATION. CONTRACTOR SHALL SELECT THE BEST DEGREE OF ARC TO THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH 4 O VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 2. NOTIFY OWNER OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE OR (bOO FO S RAINBIRD 075 -ASVF 3/4" REMOTE CONTROL VALVE WITH ATMOSPHERIC BACKFLOW PREVENTER / INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL HIS INSTRUCTIONS ARE OBTAINED. LANDSCAPE & 3/4" INLINE Y -FILTER W/ 155 MESH SCREEN SENNINGER - & 3/4" PRE-SET 30 PSI REGULATOR D. SLEEVE LINE 01. © RAINBIRD ESP4ME1 4 STATION INDOOR BASE MODULES WITH 0 STATION MODULES (ESPSM3) SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 315 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN; BURIAL DEPTH FOR SLEEVES BELOW FINISHED GRADE ARE AS 4.0 TOTAL 4 STATIONS FOLLOWS: 24" MINIMUM UNDER PAVEMENT FOR MAIN LINES AND WIRING ® RAINBIRD RSD-BEx STANDARD RAIN SENSOR, 1/8" TO 3/4" RAINFALL MEASUREMENT 18" MINIMUM UNDER PAVEMENT FOR LATERAL LINES 2. ALL SLEEVE BELOW HARDSCAPE SHALL EXTEND 18" BEYOND HARD SURFACES EDGES. ---- RAINBIRD LD -09-24- 0.9 GPH 12" SPACING; 1.53 GPM/100' LASNDSCAPE DRIPLINE E. IRRIGATION SYSTEM O SCH 40 03/4" PVC IRRIGATION PIPE, LATERAL LINE; 12" COVER, 18" COVER UNDER PAVEMENT IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT RUNOFF, LOW HEAD DRAINAGE, 4.0 --- SCH 40 01" PVC IRRIGATION PIPE, MAIN LINE; 18" COVER, 24" COVER UNDER PAVEMENT OVER SPRAY, OR OTHER SIMILAR CONDITIONS. --� CLASS 315 PVC PIPE SLEEVE LINE UNDER PAVEMENT, SEE IRRIGATION NOTE D. SLEEVE LINE F. STORMWATER BEST MANAGEMENT PRACTICES ANY STORMWATER BEST MANAGEMENT PRACTICES SHELL BE INCORPORATED INTO THIS LANDSCAPE INSTALLATION PROJECT. IRRIGATION SCHEDULE IRRIGATION SHELL BE LIMITED BETWEEN THE HOURS OF 8:00 PM AND 10:00 AM, UNLESS UNFAVORABLE WEATHER PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY (IRRIGATION OUTSIDE NORMAL DESIGNATED HOURS IS ALLOWED FOR AUDITION AND SYSTEM MAINTENANCE ONLY). IRRIGATION SCHEDULE; MARCH, APRIL, MAY, SEPT, OCT, NOV. (SPRING & FALL) IRRIGATION SCHEDULE; JUN, JULY, AUG. (SUMMER) IRRIGATION SCHEDULE; DEC, JAN, FEB. (WINTER) Valve No. Irrigation Type Flow Rate (GPM) Preci Rate (In/h) Min. /Cycle Cycles /Day Days /Week Gals /Week Gals /Season Valve No. Irrigation Type Flow Rate (GPM) Preci Rate (In/h) Min. /Cycle Cycles /Day Days /Week Gals /Week Gals /Season Valve No. Irrigation Type Flow Rate (GPM) Preci Rate (In/h) Min. /Cycle Cycles /Day Days /Week Gals /Week Gals /Season 1 Spray 7.04 20.46 4 1 3 84.48 2027.52 1 Spray 7.04 20.46 4 1 5 140.80 1689.60 1 Spray 7.04 20.46 3 1 1 21.12 253.44 2 Drip 2.63 N/A 5 1 3 39.45 946.80 2 Drip 2.63 N/A 5 1 5 65.75 789.00 2 Drip 2.63 N/A 4 1 1 10.52 126.24 3 Spray 8.30 11.06 5 1 3 124.50 2988.00 3 Spray 8.30 11.06 6 1 5 249.00 2988.00 3 Spray 8.30 11.06 4 1 1 33.20 398.40 4 Drip 5.91 N/A 10 1 3 177.30 4255.20 4 Drip 5.91 N/A 11 1 3 195.03 4680.72 4 Drip 5.91 N/A 9 1 3 159.57 3829.68 Column Total: 425.73 10217.52 Column Total: 650.58 10147.32 Column Total: 224.41 4607.76 LANDSCAPE WATER USE ESTIMATED TOTAL WATER USE PER YEAR ETWU=(ETo)(0.62) (PF)(HA) +SLA ) J (IE) ESTIMATED TOTAL WATER USE FOR EACH HYDROZONE Hydro- Plant Water Plant Irrigation Irrigation ETAF Hydrozone ETAF ETWU zone Use Type Factor, PF Method Efficiency, IE (PF/IE) Area (SF), HA x Area (HA) (Gal/Yera) A HIGH 0.9 Spray 0.75 1.20 740 888.00 24940 C LOW 0.2 Drip 0.81 0.25 193 47.65 1338 Front Yard M --I C LOW 0.2 Drip 0.81 0.25 1602 395.56 11110 Back Yard w Q 2535 1331 37388 TOTAL LANDSCAPE AREA (LA) 2535 + 521 (gravel area) SF SPECIAL LANDSCAPE AREA (SLA) 0 SF ETAF CALCULATION REGULAR LANDSCAPE AREA Average ETAF = ( Total ETAF X Area / Total Landscape Area = 1,331 / 3056 = 0.44 * Average ETAF for Regular Landscape Area must be 0.55 or below for Residential Area. "I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN." MAXIMUM ALLOWABLE WATER ALLOWANCE MAWA = (ETo)(0.62) { (ETAF x LA) + [ (1 - ETAF) x SLA ] } MAWA = 45.3 x 0.62 x { (0.44 x 3056) + [ (11 -0.55)x521 ]} = 44350 GALS/ YEAR ESTIMATED TOTAL WATER USE PER YEAR HYDRO ZONE A 24,940 GAL HYDRO ZONE C FrontYard 1,338 GAL HYDRO ZONE C BackYard 11,110 GAL TOTAL: 37.388 GAL/ YEAR EnV2, Inc. Enivision of Nature CA LIC.: A, B, C27 910951 1937 CONCOURSE DR. SAN JOSE, CA 95131 TEL: (408) 890-6289 FAX: (408) 886-7229 i "I W O Z Q Q N p M --I w Q z O �aaaaa SCALE: 1/8 if DWG BY: HN DWG DATE: 03/11/17 CHECK BY: HP CHECK DATE: PJT NO: FILE NO: Sheet: L3.0 3 of 4 Sheets. BRASS ST ELL 90° (1 OF 2) BACKFLOW PREVENTER REDUCED PRESSURE ZONE ENCLOSURE DEVICE BACKFLOW PREVENTER 04 BALL VALVEWEATHER BLANKET (1 OF 2) x T---- -------- ----------T I I I I I 0 I COPPER PIPE I I U I I I (TYPICAL) I MIN. 12' Ii f FINISH GRADE .A G - A- °° 1 I° v/\��\)�\UN11I VARIES 4" CONC. PAD FOR-' /\// / 1'-6" PROTECTIVE MIN. ENCLOSURE . - COPPER MALE ADAPTER (TYP) SCH 40 90° ELL =7 SUPPLY LINE SCH 40 PVC MALE ADAPTER PVC IRRIGATION MAINLINE PIPE NOTES: 1. INSTALL BACKFLOW PREVENTOR AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2. INSTALL WEATER BLANKET AND ENCLOSURE. IRRIGATION BACKFLOW PREVENTOR UNIT DETAIL 1 SCALE: NONE FILE NAME: LSD-16.dwg O 1 ID TAG 2 0 1 OF 2 ( WATERPROOF CONNECTION ) O3 30 -INCH LINEAR LENGTH 04 OF WIRE, COILED REMOTE CONTROL VALVE QINSTALL 6 -INCH MIN. ABOVE 5 HIGHEST POINT OF DISCHARGE @UV RADIATION RESISTANT 6 PVC SCH 40 MALE ADAPTER G. PLANTING OF SHRUB, VINE AND GROUND COVERS (1 OF 2) O UV RADIATION RESISTANT INSTN.L AUMS HIGHEST PVC SCH 40 PIPE J. WATERING FOR ENTIRE PLATING AND LAWN AREA (1 OF 2) 8 O FINISH GRADE /TOP OF MULCH O9 PVC SCH 40 ELL O7 PVC SCH 40 MALE ADAPTER (1 OF 2) 10 PVC LATERAL PIPE TO TREE STAKES. (1 OF 2) 2 ANTI -SIPHON ELECTRIC REMOTE -CONTROL VALVE DETAIL SCALE: NONE FILE NAME: LSD-24.dwg 1 30 -INCH LINEAR LENGTH OF O WRE, COILED O 2 WATERPROOF CONNECTION: (1 OF 2) O3 ID TAG O4VALVE BOX WITH COVER O FINISH GRADE/TOP OF MULCH O6 REMOTE CONTROL VALVE O7PVC SCH 80 NIPPLE (CLOSE) OS PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE @3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL ELECTRICL REMOTE CONTROL VALVE IN BOX DETAIL SCALE: NONE FILE NAME TOP OF PVC LEVEL WITH TOP OF ASTM - NO. 57STONE 4 IN. PVC PIPE MIN. 2% SLOPE POP-UP DRAIN RECESS TOP 1/4 IN. INTO GRADE PLACE ELBOW ON MIN 3IN. THICK COMPACTED ASTM NO. 8 STONE II VIIII III 111 -111- -III -III -III III -III-III- III=III=III III III=III= - III=III-III III=III=III= -111=111=11 ASTM NO. 8, 9, OR 89 JOINT FILL ASTM NO. 8 BEDDING - 2-3 IN. THICK CONCRETE PAVERS 3 1/8 IN. THICK ASTM NO. 57 BASE 2-31N. THICK � \ ASTM NO. 4 SUB BASE 8-101N.THICK U IRRIGATION CONTROLLER - WALL MOUNT INTERIOR WALL 24 VOLT WIRE IN RIGID 3/4" (MIN.) PVC CONDUIT TO 120 VOLT OUTLET FOR IRRIGATION CONTROLLER CONDUIT WALL ANCHOR FINISHED FLOOR ELEVATION SWEEP ELL, TYP. - SLIP COUPLING NOTES 1. LOCATE CONTROLLER TO MEET ADA GUIDELINES. KEY PAD & READOUT TO BE 48" MAX HEIGHT. 2. LOCATE NEAR PHONE CONNECTION & OUTLET, WHENEVER POSSIBLE. 3. COORDINATE W/ MECH. & ELECT. TRADES. n WALL MOUNT IRRIGATUION CONTROLLER DETAIL V SCALE: NONE FILE NAME: LSD-11.dwg TOP OF BOXY2 INCH ABOVE FINISH GRADE IN TURF. 1 INCH IN GROUNDCOVER AREAS. 10 INCH DIAMETER ROUND PLASTIC VALVE BOX WITH PLASTIC LID. SECURE LID WITH % INCH DIAMETER STAINLESS STEEL MACHINE BOLT AS COORDINATED WITH MANUFACTURER. TOP OF LID SHALL BE STENCILED WHITE "GV" FINISH GRADE 8 INCH DIAMETER PVC VERTICAL SLEEVE FOR ACCESS -NOTCH SLEEVE TO FIT OVER PIPE. z wwJ 2"TYPJ -O GATE VALVEDz COMMON BR Ix ICK wLL (2 TOTAL -180 DE GREE °APART ) / PVC SCH 80 MALE ADAPTER /\\/ �// PVC MAINLINE PIPE / , / 4 INCH MINIMUM DEPTH OF \/� \/�� /�/ % INCH WASHED GRAVEL NOTE: 1. ALL BOXES SHALL BE OFFSET 12 INCHES FROM ANY SIDEWALK, CURB OR HEADER. 7 IRRIGATION GATE VALVE IN BOX DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-22.dwg MAINLINE, LATERAL & WIRING INTO COMMONMAINLINE PIPE & TRENCH QUICK COUPLING it LINE 9 ��\ /\\ \ a 1 N I 4 o \\\\ \ \ 1\ 1\ 1\ /\\//\/\///. LATERAL PIPE MAINLINE, LATERAL & SECTION VIEW WIRING INTO COMMON MAINLINE PIPE & TRENCH QUICK COUPLING A.C. PAVELEMENT LINE ;, \ Oo /� O /, ��- "N" ','\\�\�/. LATERAL PIPE UNDER A.C. PAVELEMENT SECTION VIEW LATERAL PIPE MAINLINE PIPE MAINLINE, LATERAL & WIRING INTO TRENCH CONTROLLER WIRE (NO CONDUIT) RUN WIRING ALL SOLVENT BENEATH WELD PLASTIC MAINLINE. PIPING TO BE TIE A 24 INCH LOOP IN ALL WIRING AT TAPE & SNAKED IN CHANGES OF DIRECTION OF 30 INCHES BUNDLE AT TRENCH AS OR GREATER. UNTIE AFTER ALL 10 FOOT SHOWN CONNECTIONS HAVE BEEN MADE. INTERVALS PLAN VIEW NOTES: 1. TRENCH BACKFILL SHALL BE NATIVE MATERIAL, COMPACT TO 90% MINIMUM, RELATIVE COMPACTION. 8 IRRIGATION TRENCH DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-18.dwg O FINISH GRADE O2 STANDARD VALVE BOX WITH COVER O WATERPROOF CONNECTION (1 OF 2) O VALVE ID TAG O 30 -INCH LINEAR LENGTH OF WIRE, COILED © PRESSURE REGULATING FILTER: O7PVC SCH 40 FEMALE ADAPTOR ® LATERAL PIPE ()REMOTE CONTROL VALVE 10 PVC SCH 40 TEE OR ELL TO MANIFOLD 11 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 12 MANIFOLD PIPE AND FITTINGS S I REFER TC IRRIGATIO LEGEND Di "NTING PACTED BACKFILL ;H GRADE DR OR POP-UP NKLER BODY SCH 80 NIPPLE GTH AS REQUIRED) SCH 40 STREET ELL SCH 80 NIPPLE GTH AS REQUIRED) SCH 40 STREET ELL SCH 40 TEE or ELL LATERAL PIPE ..-ACH BOTTOM OF UNDISTURBED SOIL NOTE: 1. INSTALL TOP OF POP-UP SPRINKLER 1 INCH ABOVE FINISHED GRADE IN SHRUB AREAS AND FLUSH WITH GRADE IN TURF AREAS. 2. ROTORS SHALL BE INSTALLED FLUSH IN TURF AREAS. 9 IRRIGATION ROTOR OR POP-UP DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-21.dwg 5 13 INSIDE VIEW O7 DIFFUSER BUG CAP: RAIN BIRD DBC -025 (OPTIONAL) 1 OF 2 SHOWN 8 POSSIBLE 0 2 UNIVERSAL Y" TUBING STAKE: a 1 OF 2 SHOWN 8 POSSIBLE) LE) @x- DISTRIBUTION TUBING: (LENGTH AS REQUIRED) (1 OF 2 SHOWN, 8 POSSIBLE) ® SUBTERRANEAN EMITTER BOX: 0 MULTI -OUTLET EMISSION DEVICE: © TOP OF MULCH O FINISH GRADE O PRESSURE REGULATOR: RAIN BIRD PRS -050-30 (OPTIONAL) O9 PVC SCH 80 CLOSE NIPPLE 10 PVC SCH 40 TEE OR ELLBOW 11 PVC LATERAL PIPE @3" MINIMUM DEPTH OF % WASHED GRAVEL 13 XERI-BUG EMITTER AND/OR PC MODULE (SEE NOTE FOR OPTIONS) NOTES: 1. COIL ADDITIONAL 9" OF TUBING IN EMITTER BOX TO FACILITATE MAINTENANCE. 2. XERI-BIRD 80 PROVIDES A CENTRALIZED LOCATION FOR UP TO 8 EMITTERS. A MIX OF XERI-BUG AND/OR PC MODULES CAN BE USED TO PROVIDE THE FLOW RATES NEEDED FOR DIFFERENT PLANT MATERIALS. XERI-BIRD SO'S CAN UTILIZE THE FOLLOWING EMITTERS: RAIN BIRD XERI-BUG BARB X BARB EMITTERS: XB-05PC 0.5 GPH XB-10PC 1.0 GPH XB-20PC 2.0 GPH RAIN BIRD XERI-BUG 10-32 THREADED INLET X BARB OUTLET EMITTERS: XB-05PC-1032 0.5 GPH XB-10PC-1032 1.0 GPH XB-20PC-1032 2.0 GPH RAIN BIRD PC MODULE BARB X BARB EMITTERS: PC -05 5 GPH PC -07 7 GPH PC -10 10 GPH PC -12 12 GPH PC -18 18 GPH PC -24 24 GPH RAIN BIRD PC MODULE 10-32 THREADED X BARB EMITTERS: PC -05-1032 5 GPH PC -07-1032 7 GPH PC -10-1032 10 GPH 8 MULTI -OUTLET EMISSION DEVICE DETAIL WITH OPTIONAL PRESSURE REGULATOR 10 1/4" TUBING, STAKE AND OPTIONAL BUG CAP SCALE: NONE FILE NAME: LSD-2g.dwg TOP VIEW SHRUB FINISH GRADE 4w1e 3" HIGH BERM SET ROOTBALL 1-1 2"� 3" LAYER OF BARK RIP ABOVE FINISH GRADLl MULCH (PER SPECS.) SCARIFY PIT TO ELIMINATEAUGER SLICK�' BACKFILL MIX AMEND SOIL FROM PIT (PER SPECS) FERTILIZER TABLETS (# PER SPEC.) r/z I I I I FOOT TAMP AMENDED x/z11 x�llx/zll SOIL (PER SPEC) NOTES: 1. X = WIDTH OF ROOTBALL 2. Y = DEPTH OF ROOTBALL SHRUB PLANTING DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: N/A V. ® • • BACK OF WALK OR CURB v' • 0 •••• EQUAL RTBROIAARNDG ULAR SPACING REQUIRED j L2 BETWEEN PLANTS. (REFER TO PLANT LEGEND FOR ON CENTER SPACING.) • • • PLAN GROUNDCOVER PLANT 3" LAYER BARK MULCH - SEE SPECS. 6" MIN. DEPTH OF AMENDED SOIL, SEE SPECS. BACKFILL MIX AMENDED PER SPECS. SECTION UNDISTURBED SUBSOIL NOTES: 1. SETBACK FROM BACK OF CURB OR BACK OF WALK OR HEADERBOARD IS EQUAL TO 1/2 O.C. SPACING FOR GIVEN SPECIES. 2. EQ= EQUAL TO ON CENTER SPACING SHOWN ON PLAN. TREE (LINE PLAN CURE B GROUND COVER PLANTING DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: N/A �� 4 ,� NOTE: ALL ROOTS TO BE SPREAD STAKING PLAN VIEW ROOT BARRIER DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: N/A SET STAKES PERPENDICULAR TO 1 30 -INCH LINEAR LENGTH OF WIRE COILED THE SCHEDULE OF WORK PROCEDURES INCLUDED IN THIS SECTION ARE LISTED AS FOLLOWS O WATERPROOF CONNECTION (1 OF 2) WIND DIRECTION -Is ,W9,6PREVAILING B. CLEARING AND SCRUBBING ( ID TAG VIAND DIRECTION NAIL RUBBER TREE STRAP TO CROSSBRACE. GO 5 O ANTI -SIPHON VALVE E. METHOD OF PLANTING 0 6 5 PRESSURE REGULATOR & Y -FILTER: O G. PLANTING OF SHRUB, VINE AND GROUND COVERS CONTRACT DOCUMENTS REFLECT THE LATEST REVISIONS AND PLAN CHECKS. THIS 7 REFER TO IRRIGATION LEGEND INSTN.L AUMS HIGHEST MINI POINT J. WATERING FOR ENTIRE PLATING AND LAWN AREA © PVC SCH 80 UNION GE d IIARM PINE ST OUTSIDE ROOTBALL INSTALL MIN. INTO 8 O7 PVC SCH 40 MALE ADAPTER PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO 6 UNDISTURBED NATIVE SOIL. TREE TRUNK TO TREE STAKES. ® UV RADIATION RESISTANT PVC SCH 40 PIPE DO NOT PLACE STAKES IN ROOTBALL 0 FOUR FLEXIBLE BELT 9 (1 OF 2) O FINISH GRADE/TOP OF MULCH REFER TO 10 PVC SCH 40 ELL (1 OF 2) IRRIGATION {�J,pL'/�LI'EGEND 10 Q--L� 11 11 PVC LATERAL PIPE (1 OF 2) ANTI -SIPHON ELECTRIC REMOTE -CONTROL VALVE J PRESSURE REGULATOR & Y -FILTER DETAIL 3 SCALE: : NONE FILE NAME: LSD-28.dwg 1 30 -INCH LINEAR LENGTH OF O WRE, COILED O 2 WATERPROOF CONNECTION: (1 OF 2) O3 ID TAG O4VALVE BOX WITH COVER O FINISH GRADE/TOP OF MULCH O6 REMOTE CONTROL VALVE O7PVC SCH 80 NIPPLE (CLOSE) OS PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE @3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL ELECTRICL REMOTE CONTROL VALVE IN BOX DETAIL SCALE: NONE FILE NAME TOP OF PVC LEVEL WITH TOP OF ASTM - NO. 57STONE 4 IN. PVC PIPE MIN. 2% SLOPE POP-UP DRAIN RECESS TOP 1/4 IN. INTO GRADE PLACE ELBOW ON MIN 3IN. THICK COMPACTED ASTM NO. 8 STONE II VIIII III 111 -111- -III -III -III III -III-III- III=III=III III III=III= - III=III-III III=III=III= -111=111=11 ASTM NO. 8, 9, OR 89 JOINT FILL ASTM NO. 8 BEDDING - 2-3 IN. THICK CONCRETE PAVERS 3 1/8 IN. THICK ASTM NO. 57 BASE 2-31N. THICK � \ ASTM NO. 4 SUB BASE 8-101N.THICK U IRRIGATION CONTROLLER - WALL MOUNT INTERIOR WALL 24 VOLT WIRE IN RIGID 3/4" (MIN.) PVC CONDUIT TO 120 VOLT OUTLET FOR IRRIGATION CONTROLLER CONDUIT WALL ANCHOR FINISHED FLOOR ELEVATION SWEEP ELL, TYP. - SLIP COUPLING NOTES 1. LOCATE CONTROLLER TO MEET ADA GUIDELINES. KEY PAD & READOUT TO BE 48" MAX HEIGHT. 2. LOCATE NEAR PHONE CONNECTION & OUTLET, WHENEVER POSSIBLE. 3. COORDINATE W/ MECH. & ELECT. TRADES. n WALL MOUNT IRRIGATUION CONTROLLER DETAIL V SCALE: NONE FILE NAME: LSD-11.dwg TOP OF BOXY2 INCH ABOVE FINISH GRADE IN TURF. 1 INCH IN GROUNDCOVER AREAS. 10 INCH DIAMETER ROUND PLASTIC VALVE BOX WITH PLASTIC LID. SECURE LID WITH % INCH DIAMETER STAINLESS STEEL MACHINE BOLT AS COORDINATED WITH MANUFACTURER. TOP OF LID SHALL BE STENCILED WHITE "GV" FINISH GRADE 8 INCH DIAMETER PVC VERTICAL SLEEVE FOR ACCESS -NOTCH SLEEVE TO FIT OVER PIPE. z wwJ 2"TYPJ -O GATE VALVEDz COMMON BR Ix ICK wLL (2 TOTAL -180 DE GREE °APART ) / PVC SCH 80 MALE ADAPTER /\\/ �// PVC MAINLINE PIPE / , / 4 INCH MINIMUM DEPTH OF \/� \/�� /�/ % INCH WASHED GRAVEL NOTE: 1. ALL BOXES SHALL BE OFFSET 12 INCHES FROM ANY SIDEWALK, CURB OR HEADER. 7 IRRIGATION GATE VALVE IN BOX DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-22.dwg MAINLINE, LATERAL & WIRING INTO COMMONMAINLINE PIPE & TRENCH QUICK COUPLING it LINE 9 ��\ /\\ \ a 1 N I 4 o \\\\ \ \ 1\ 1\ 1\ /\\//\/\///. LATERAL PIPE MAINLINE, LATERAL & SECTION VIEW WIRING INTO COMMON MAINLINE PIPE & TRENCH QUICK COUPLING A.C. PAVELEMENT LINE ;, \ Oo /� O /, ��- "N" ','\\�\�/. LATERAL PIPE UNDER A.C. PAVELEMENT SECTION VIEW LATERAL PIPE MAINLINE PIPE MAINLINE, LATERAL & WIRING INTO TRENCH CONTROLLER WIRE (NO CONDUIT) RUN WIRING ALL SOLVENT BENEATH WELD PLASTIC MAINLINE. PIPING TO BE TIE A 24 INCH LOOP IN ALL WIRING AT TAPE & SNAKED IN CHANGES OF DIRECTION OF 30 INCHES BUNDLE AT TRENCH AS OR GREATER. UNTIE AFTER ALL 10 FOOT SHOWN CONNECTIONS HAVE BEEN MADE. INTERVALS PLAN VIEW NOTES: 1. TRENCH BACKFILL SHALL BE NATIVE MATERIAL, COMPACT TO 90% MINIMUM, RELATIVE COMPACTION. 8 IRRIGATION TRENCH DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-18.dwg O FINISH GRADE O2 STANDARD VALVE BOX WITH COVER O WATERPROOF CONNECTION (1 OF 2) O VALVE ID TAG O 30 -INCH LINEAR LENGTH OF WIRE, COILED © PRESSURE REGULATING FILTER: O7PVC SCH 40 FEMALE ADAPTOR ® LATERAL PIPE ()REMOTE CONTROL VALVE 10 PVC SCH 40 TEE OR ELL TO MANIFOLD 11 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 12 MANIFOLD PIPE AND FITTINGS S I REFER TC IRRIGATIO LEGEND Di "NTING PACTED BACKFILL ;H GRADE DR OR POP-UP NKLER BODY SCH 80 NIPPLE GTH AS REQUIRED) SCH 40 STREET ELL SCH 80 NIPPLE GTH AS REQUIRED) SCH 40 STREET ELL SCH 40 TEE or ELL LATERAL PIPE ..-ACH BOTTOM OF UNDISTURBED SOIL NOTE: 1. INSTALL TOP OF POP-UP SPRINKLER 1 INCH ABOVE FINISHED GRADE IN SHRUB AREAS AND FLUSH WITH GRADE IN TURF AREAS. 2. ROTORS SHALL BE INSTALLED FLUSH IN TURF AREAS. 9 IRRIGATION ROTOR OR POP-UP DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-21.dwg 5 13 INSIDE VIEW O7 DIFFUSER BUG CAP: RAIN BIRD DBC -025 (OPTIONAL) 1 OF 2 SHOWN 8 POSSIBLE 0 2 UNIVERSAL Y" TUBING STAKE: a 1 OF 2 SHOWN 8 POSSIBLE) LE) @x- DISTRIBUTION TUBING: (LENGTH AS REQUIRED) (1 OF 2 SHOWN, 8 POSSIBLE) ® SUBTERRANEAN EMITTER BOX: 0 MULTI -OUTLET EMISSION DEVICE: © TOP OF MULCH O FINISH GRADE O PRESSURE REGULATOR: RAIN BIRD PRS -050-30 (OPTIONAL) O9 PVC SCH 80 CLOSE NIPPLE 10 PVC SCH 40 TEE OR ELLBOW 11 PVC LATERAL PIPE @3" MINIMUM DEPTH OF % WASHED GRAVEL 13 XERI-BUG EMITTER AND/OR PC MODULE (SEE NOTE FOR OPTIONS) NOTES: 1. COIL ADDITIONAL 9" OF TUBING IN EMITTER BOX TO FACILITATE MAINTENANCE. 2. XERI-BIRD 80 PROVIDES A CENTRALIZED LOCATION FOR UP TO 8 EMITTERS. A MIX OF XERI-BUG AND/OR PC MODULES CAN BE USED TO PROVIDE THE FLOW RATES NEEDED FOR DIFFERENT PLANT MATERIALS. XERI-BIRD SO'S CAN UTILIZE THE FOLLOWING EMITTERS: RAIN BIRD XERI-BUG BARB X BARB EMITTERS: XB-05PC 0.5 GPH XB-10PC 1.0 GPH XB-20PC 2.0 GPH RAIN BIRD XERI-BUG 10-32 THREADED INLET X BARB OUTLET EMITTERS: XB-05PC-1032 0.5 GPH XB-10PC-1032 1.0 GPH XB-20PC-1032 2.0 GPH RAIN BIRD PC MODULE BARB X BARB EMITTERS: PC -05 5 GPH PC -07 7 GPH PC -10 10 GPH PC -12 12 GPH PC -18 18 GPH PC -24 24 GPH RAIN BIRD PC MODULE 10-32 THREADED X BARB EMITTERS: PC -05-1032 5 GPH PC -07-1032 7 GPH PC -10-1032 10 GPH 8 MULTI -OUTLET EMISSION DEVICE DETAIL WITH OPTIONAL PRESSURE REGULATOR 10 1/4" TUBING, STAKE AND OPTIONAL BUG CAP SCALE: NONE FILE NAME: LSD-2g.dwg TOP VIEW SHRUB FINISH GRADE 4w1e 3" HIGH BERM SET ROOTBALL 1-1 2"� 3" LAYER OF BARK RIP ABOVE FINISH GRADLl MULCH (PER SPECS.) SCARIFY PIT TO ELIMINATEAUGER SLICK�' BACKFILL MIX AMEND SOIL FROM PIT (PER SPECS) FERTILIZER TABLETS (# PER SPEC.) r/z I I I I FOOT TAMP AMENDED x/z11 x�llx/zll SOIL (PER SPEC) NOTES: 1. X = WIDTH OF ROOTBALL 2. Y = DEPTH OF ROOTBALL SHRUB PLANTING DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: N/A V. ® • • BACK OF WALK OR CURB v' • 0 •••• EQUAL RTBROIAARNDG ULAR SPACING REQUIRED j L2 BETWEEN PLANTS. (REFER TO PLANT LEGEND FOR ON CENTER SPACING.) • • • PLAN GROUNDCOVER PLANT 3" LAYER BARK MULCH - SEE SPECS. 6" MIN. DEPTH OF AMENDED SOIL, SEE SPECS. BACKFILL MIX AMENDED PER SPECS. SECTION UNDISTURBED SUBSOIL NOTES: 1. SETBACK FROM BACK OF CURB OR BACK OF WALK OR HEADERBOARD IS EQUAL TO 1/2 O.C. SPACING FOR GIVEN SPECIES. 2. EQ= EQUAL TO ON CENTER SPACING SHOWN ON PLAN. TREE (LINE PLAN CURE B GROUND COVER PLANTING DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: N/A �� 4 ,� NOTE: ALL ROOTS TO BE SPREAD STAKING PLAN VIEW ROOT BARRIER DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: N/A SET STAKES PERPENDICULAR TO I. IRRIGATION GENERAL NOTES THE SCHEDULE OF WORK PROCEDURES INCLUDED IN THIS SECTION ARE LISTED AS FOLLOWS THE MATERIALS AND METHODLS TO BE USED IN CONSTRUCTING THE IRRIGATION WIND DIRECTION -Is ,W9,6PREVAILING B. CLEARING AND SCRUBBING CODE (PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION), THE VIAND DIRECTION NAIL RUBBER TREE STRAP TO CROSSBRACE. GO D. FINISHING GRADING THE LOCATION OF THE WORK. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISITNG UTILITIES, WHETHER SHOWN ON PLANS OR NOT, AND WILL BE RESPONSIBLE E. METHOD OF PLANTING W/ GALV. NAILS q„� '-'V" CONSTRUCTION THAT HIS CONTRACT SHALL VERIFY PRIOR TO CONSTRUCTION THAT HIS G. PLANTING OF SHRUB, VINE AND GROUND COVERS CONTRACT DOCUMENTS REFLECT THE LATEST REVISIONS AND PLAN CHECKS. THIS H. WATERING BASINS SYSTEM IS BASED ON THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION oe 3" DIA x 10' TREATED LODGEPOLE J. WATERING FOR ENTIRE PLATING AND LAWN AREA �2" DIA. LODGEPOLE TWO 1"X4" CROSS BRACE THE WORK OF THIS SECTION INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT PINE ST OUTSIDE ROOTBALL INSTALL MIN. INTO REQUIRED TO COMPLETE WORK INDICATED ON THE PLANS. THE WORK SHALL BE GALVANIZED WOOD SCREW PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO 6 UNDISTURBED NATIVE SOIL. TREE TRUNK TO TREE STAKES. lf� DO NOT PLACE STAKES IN ROOTBALL ALL LOCAL MUNICIPAL, AND STATE LAWS, RULE, AND REGULATIONS GOVERNING OR FOUR FLEXIBLE BELT RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND PLANT ROOTBALL 2" MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OR RUBBER HOSE TREE OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL ABOVE GRADE PLAN VIEW TIE. CROSS TIES OVER OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND CONFORM TO " STANDARD PLAT NAMES" SECPMD EDITION, EXCEPT FOR NAMES NO COVERED THEREIN, THE ESTABLISHED CUSTOMER OF THE DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF BEFORE SECURING ONTO A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAT IS REQUIRED BY THE V ABOVE RULES AND REGULATIONS, THE POSITIONS OF THESE SPECIFICATIONS AND (2). CONDITIONS: PLANTS SHALL BE SYMMETRICAL TYPICAL FOR VARIETY AND SPECIES SOUND HEALTHY VIGOROUS FREE FROM () STAKES WITH GALVANIZED PLANTS DISEASE, INSECTS PESTS, OR OTHER EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOF SYSTEM, WELL FILLING THEIR CONTAINERS, � III BUT NOT TO THE POINT OF BEING ROOT BOUND. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXPECT AS AUTHORIZED BY THE LANDSCAPE COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SO THERE SCREWS. SHALL BE NO INTERFERENCE EXISTING WITH OR DIFFICULTY IN PLANTING SHRUBS, DESIGNER OR HIS REPRESEBTATIVE.IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. TREES GROUND COVERS OR EXISTING OR PROPOSED UTILITIES AND OTHER (3). THE HEIGHTS AND SPREAD OF ALL PLANTS MATERIALS SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION. THE CALIPER OF ALL TREES SHALL BE () CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL MEASURED 4'-0" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF ANY PLANTS MATERIALS ARE OMITTIED FROM THE PERMITS AND ED DURING LOUR AS REQUIRED. CAREFULLY NOTE ALL ESTABLISHED GRADE CHANGED DURING COURSE OF THIS WORK TO ORIGINAL CONTOURS. " LIST OF PLANT MATERIALS", IT SHALL BE UNDERSTOOD THAT THESE PLANT MATERIALS SHALL BE NORMAL STOCK FOR TYPE LISTED. PVC PIPE SHALL BE INSTALLED SO THAT THERE WILL BE A SMALL AMOUNT OF 2 TREE BUBBLERS ALL SITE UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION.THE EVENT OF CONFLICT BETWEEN THE PLANS AND UTILITIES THE CONSTRACTOR SHH ALL NOTIFY THE OR LOCAL CODE, AND SHALL BE SUBJECT TO THE INSEPCTION AND APPROVAL OF THE LANDSCAPE ARCHITECT OR DESIGNER , BEFORE PLANTING. LANDSCAPE DESIGNER IMMEDIATELY. ANY DAMAGE TO UTILITIES, STRUCTURES, OR 11 I OTHER FEATURES TO REMAIN CAUSED BY THE LANDSCAPE CONTRACTOR SHALL BE ONE IN EACH DRAIN PIPE REPLACED OR REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. (6). SIZES OF PLANTS: SHALL BE STATED ON THE PLNAT LIST. CONTAINER STOCK 1 GAL 5 GAL AND 15 GAL 24" BOX SHALL HAVE BEEB GROWN IN THAT CONTAINER () ( ) SKILLED TRADESMEN USING APPROVED METHODS AND TOOLS AND EXERCISING CARE FOR AT LEAST ONE YEAR ,BUT NOT OVER TWO YEARS BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM THE BUBBLER TO BE 2" BELOW LANDSCAPEDESIGNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND OR THE / FIVE FERTILIZER TABLETS SPECIFICATIONS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE IN ANY AREAWHERE THERE IS SUCH A DISCREPANCY UNTIL APPROVAL FOR SAME HAS BEEN GIVEN CONFIRM TO THE REQUIREMENT OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, BY THE LANDSCAPE DESIGNER. DUE TO THE SCALE OF THE DRAWINGS, IT IS TOP OF PIPE OR IMPOSSIBLE TO INDICATE E ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE (21 GRAMS. 20-10-5 REQUIRED TO COMPLETE THE IRRIGATION SYSTEM. (8). PLANTS NOT APPROVED: TO BE REMOVED FROM SITE IMMEDICATELY AND REPLACE WITH SUITABLE PLANTS. D. CONTROL VALVES FLOOD TYPE BUBBLER IF ADDITIONAL REVIEWS OR WALK -THROUGH ARE REQUIRED DUE TO LACK OF LANDSCAPE CONTRACTOR COMPLIANCE, SAID REVIEWS OR WALK-THROUGHS WILL BE (4). APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL CONDITIONS REQUIRED, TO KEEP THE GROUND WET AT ALL TIMES, WELL BELOW THE CHARGED TO THE LANDSCAPE CONTRACTOR. 4" WATER BASINW/ 3" LAYER OF BARK ORGANIC COMPOST AND SOIL AMENDMENTS SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE II. IRRIGATION MATERIALS FLOWING DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS EACH BEARING THE SITE IN THE ORIGINAL UNOPENED CONTAINERS EACH BEARING THE MANUFACTURE'S 2" WOOD BARK (PER SPEC) A. SUBSTITUTIONS I --I W � IRRIGATION MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND OR SPACING Q / C. BARK CHIP MULCH AS SHOWN OR NOTED AND SHALL BE OF THE SIZE AND MANUFACTURE AS INDICATED RECYCLED ON THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH IRRIGATION ALL PLANTED AREAS (EXCPET TURF) SHALL RECEIVE A TOP DRESSING OF MULCH RECYCLED IN DARK BROWN COLOR. MULCH SHALL BE REDWOOD BARK CHIPS, MEDIAN GRIND OF MULCH. ARTICLES, EQUIPMENT MATERIALS, OR PROCESSES SPECIFIED BY NAME IN THE MEDIAN GRIND (3/8 TO 3/4 INCH DIAMETER). NO SHREDDED BARK IS ACCEPTABLE. IN K BROWN MINIMUM TWO (2)INCHS LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACE OF PLANTIUNG AREAS. WRITTEN APPROVAL BY THE LANDSCAPE DESIGNER. EQUIPMENT OR MATERIALS IIII- INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE COLOR DESIGNER MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH III MATERIALS FROM THE SITE AT HIS OWN EXPENSE. APPROVAL OF ANY ITEM, SOIL SHALL BE EXSITING SUBFACE SOIL (UNLESS OF THERWISE INDICATED ON THE PLANS) AND SHALL BE FREE FROM SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE PRODUCTS APPARENTLY MEET SIDE VIEW 5 ELECTRIC REMOTE -CONTROL VALVE WITH PRESSURE REGULATOR & Y -FILTER IN BOX DETAIL SCALE: NONE FILE NAME: CAST -IN-PLACE CONC. EDGE MIN 4 IN. WIDE -MORTAR OR POLYMER ADHERED PAVERS TO TOP SOIL WITH VEGETATIVE COVER �_�u II��IIII 8 �, 11- 1 MIN.81N. COVER PIPE OPENING SOIL SUBGRADE AND FASTEN 16 MESH \\�� FIBERGLASS SCREEN GEOTEXTILE NOTES: 1. DESIGN, MATERIAL AND CONSTRUCTION GUIDELINES TO FOLLOW ICPI GUIDE SPECIFICATIONS. 2. DAYLIGHT DRAIN PIPE USING POP-UP DRAIN IN YARD (AS SHOWN) OR CONNECT TO STORM SEWER. 3. APPLY WATERPROOF MEMBRANE VERTICALLY AGAINST HOUSE FOUNDATION PRIOR TO PLACING SUBBASE AND BASE. 4. ALL SOIL SUBGRADES SHALL SLOPE TOWARD THE STREET. 5. SUBGRADE SOIL MAXIMUM CROSS SLOPE IS 0.5%. MAXIMUM LONGITUDINAL SLOPE IS 2% TOWARD STREET. 6. USE SOIL BERMS FOR LONGITUDINAL SOIL SUBGRADE SLOPES EXCEEDING 2% 7. 5% MAXIMUM SURFACE SLOPE. 8. CAST -IN-PLACE CONCRETE CURBS CAN BE WITHOUT PAVERS ON TOP. IN SUCH CASES, CURBS SHOULD BE LEVEL WITH CONCRETE PAVER FIELD. 9. THICKER SUBBASE AND/OR ADDITIONAL DRAIN PIPES MAY BE REQUIRED IF DRIVEWAY RECEIVES RUNOFF FROM ADJACENT IMPERVIOUS SURFACES OR ROOFS. PERMEABLE INTERLOCKING CONCRETE DRAWING NO 0 PAVEMENT RESIDENTIAL DRIVEWAY -LE NO SCALE MIN. 23+S IN. THICK; PERMEABLE CONC. PAVERS WrTH ASTM CALSTONE FINE #S JOINT ROCK 2 IN. THICK ASTM NO.8 BEInNNG STONE MIN. B IJN_ THICK COMPACTED NO- 57 BASE STONE $OIL VYTHI VEGETATIVE COVER f CAST -ITV -?LACE C a7 C. EDGE *. ` * . ` . �jIm MIN 4 IN, WIDE MORTAR OR I POLYMER ADHERED PAVERS 44-41-- „ w_ TO roe V �? I L- MIN.ZIN. UNCOMPACTEO NATIVE SOIL $UBS RADE GEDTEXTILIE NOTES: 1. PEDESTRIAN USE ONLY. 2 DESIGN, MATERIAL AND CONSTRUCTION GUIDELINES TO FOLLOW ECP; GUIDE SPECIFECATI4NS. a, PAVER SUIRKACES SLOPE: MAX. 196 4. SOIL SUBGRADE MAX. SLOPE: IP2% 5. THICKER BASE ANUlQIt DRAIN PIPES MAY BE REQUJREJ) IF PATIO RECEIVES RUNOFF FROM ADJACENT IMPERVIOUS SURFACES OR ROOFS - 6. CAST-LN.PIACe CONCRBTB CURBS CANT BE WITHOUT PAVERS ON TOP- IN SUCH CA$E$, CURBS SHOULD 8E LEVEL WITrI CONCRETE PAVER FIELD. TWO 4" DIAMETER PVC I�� PERFORATED DRAIN PIPES FIVEdI = IWITH SLOTTED COVER, III, I I I Ill - MIN. 30" DEEP, FILL IN AND AROUND PIPE WITH DRAIN ROCK SCARIFY SIDES AND BOTTOM OF PLANT HOLE. LIGHTLY SCORE SIDES AND BOTTOM OF ROOF BALL JUST PRIOR TO PLANTING PERMEABLE INTERLOCKING CONCRETE I �"mw ICPI.77 PAl1�MEEJT PATlD a`"'E .,n -.-h, BACKFILL WITH CLEAN NATIVE SOIL AND SOIL AMENDMENT AS NECESSARY (ORGANIC COMPOST) NOTES: HEIGHTS OF STAKES AS REQUIRED TO HOLD TREE UPRIGHTAND STRAIGHT _D(yIQ MOVE LOW SIDE BRANCHES p 15 GAL 0 24" BOX TREE PLANTING DETAIL SCALE: NONE DATE: 05/18/08 FILE NAME: N/A DETAILS FOR THE PERMEABLE PAVER PLANTING SPECIFICATIONS RRIGATION SPECIFICATIONS I. SCOPE I. IRRIGATION GENERAL NOTES THE SCHEDULE OF WORK PROCEDURES INCLUDED IN THIS SECTION ARE LISTED AS FOLLOWS THE MATERIALS AND METHODLS TO BE USED IN CONSTRUCTING THE IRRIGATION A. SOIL PREPARATION SYSTEM SHALL CONFIRM TO THE APPLICABLE PROVISIONS OF THE UNIFORM PLUMBING B. CLEARING AND SCRUBBING CODE (PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION), THE C. SOIL CONDITIONING NATIONAL ELECTRIC CODE, AND ALL CODES PROPERLY GOVERING THESE ACTIVITIES AT D. FINISHING GRADING THE LOCATION OF THE WORK. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISITNG UTILITIES, WHETHER SHOWN ON PLANS OR NOT, AND WILL BE RESPONSIBLE E. METHOD OF PLANTING FOR ANY AND ALL DAMAGE TO SAME. CONTRACTOR SHALL VERIFY PRIOR TO F. PLANTING TREES CONSTRUCTION THAT HIS CONTRACT SHALL VERIFY PRIOR TO CONSTRUCTION THAT HIS G. PLANTING OF SHRUB, VINE AND GROUND COVERS CONTRACT DOCUMENTS REFLECT THE LATEST REVISIONS AND PLAN CHECKS. THIS H. WATERING BASINS SYSTEM IS BASED ON THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION I. LAWNS DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO COMMENCEMENT OF J. WATERING FOR ENTIRE PLATING AND LAWN AREA INSTALLATION. K, TREE STAKING THE WORK OF THIS SECTION INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT L. ESPALIERING VINES IF APPLICABLE REQUIRED TO COMPLETE WORK INDICATED ON THE PLANS. THE WORK SHALL BE M. CULTIVATIONS AND WEED REMOVAL PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO G. PLANTING OF SHRUB, VINE AND GROUND COVERS THE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE PLANS AND THESE SPECIFICATIONS. II. MATERIALS ALL LOCAL MUNICIPAL, AND STATE LAWS, RULE, AND REGULATIONS GOVERNING OR EXTEND TO THE FULL DEPTH OF CULTIVATION. THE SPACING OF ALL GROUND COVER PLANTS SHALL BE AS INDICATED ON THE PLANS AND IN THE PLANT LIST. THEY RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND A. PLANT MATERIALS MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED THE PLANTS MATERIALS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED, SHALL CONFIRM TO THE FOLLOWING OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUCTED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, (1). NONMENCLATURE: PLANTS NAMES INDICATED OR LISTED IN THE " LIST OF PLANT MATERIALS" ON THE DRAWINGS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND CONFORM TO " STANDARD PLAT NAMES" SECPMD EDITION, EXCEPT FOR NAMES NO COVERED THEREIN, THE ESTABLISHED CUSTOMER OF THE DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF NURSERY IS FOLLOWED. A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAT IS REQUIRED BY THE V ABOVE RULES AND REGULATIONS, THE POSITIONS OF THESE SPECIFICATIONS AND (2). CONDITIONS: PLANTS SHALL BE SYMMETRICAL TYPICAL FOR VARIETY AND SPECIES SOUND HEALTHY VIGOROUS FREE FROM () DRAWINGS SHALL TAKE PRECEDENCE. PLANTS DISEASE, INSECTS PESTS, OR OTHER EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOF SYSTEM, WELL FILLING THEIR CONTAINERS, � III BUT NOT TO THE POINT OF BEING ROOT BOUND. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXPECT AS AUTHORIZED BY THE LANDSCAPE COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SO THERE ,NEW U.S. DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER THE FEDERAL SEED ACT PRESENTLY IN EFFECT AND SHALL BE DELIVERD TO THE JOB SITE IN BAGS SHALL BE NO INTERFERENCE EXISTING WITH OR DIFFICULTY IN PLANTING SHRUBS, DESIGNER OR HIS REPRESEBTATIVE.IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. TREES GROUND COVERS OR EXISTING OR PROPOSED UTILITIES AND OTHER (3). THE HEIGHTS AND SPREAD OF ALL PLANTS MATERIALS SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION. THE CALIPER OF ALL TREES SHALL BE () CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL MEASURED 4'-0" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF ANY PLANTS MATERIALS ARE OMITTIED FROM THE PERMITS AND ED DURING LOUR AS REQUIRED. CAREFULLY NOTE ALL ESTABLISHED GRADE CHANGED DURING COURSE OF THIS WORK TO ORIGINAL CONTOURS. " LIST OF PLANT MATERIALS", IT SHALL BE UNDERSTOOD THAT THESE PLANT MATERIALS SHALL BE NORMAL STOCK FOR TYPE LISTED. PVC PIPE SHALL BE INSTALLED SO THAT THERE WILL BE A SMALL AMOUNT OF 4. INSPECTION: ALL PLANT MATERIALS MUST HAVE BEEN PREVIOUSLY INSPECTED AT THE NURSERY BY APPROPRIATE GOVERNMENTAL AGENCY AS REQUIRED BY STATE, () ALL SITE UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION.THE EVENT OF CONFLICT BETWEEN THE PLANS AND UTILITIES THE CONSTRACTOR SHH ALL NOTIFY THE OR LOCAL CODE, AND SHALL BE SUBJECT TO THE INSEPCTION AND APPROVAL OF THE LANDSCAPE ARCHITECT OR DESIGNER , BEFORE PLANTING. LANDSCAPE DESIGNER IMMEDIATELY. ANY DAMAGE TO UTILITIES, STRUCTURES, OR (5). PLANT LIST: AS INCLUDED ON THE PLANTING PLAN OTHER FEATURES TO REMAIN CAUSED BY THE LANDSCAPE CONTRACTOR SHALL BE J. WATERING FOR ENTIRE PLATING AND LAWN AREA REPLACED OR REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. (6). SIZES OF PLANTS: SHALL BE STATED ON THE PLNAT LIST. CONTAINER STOCK 1 GAL 5 GAL AND 15 GAL 24" BOX SHALL HAVE BEEB GROWN IN THAT CONTAINER () ( ) SKILLED TRADESMEN USING APPROVED METHODS AND TOOLS AND EXERCISING CARE FOR AT LEAST ONE YEAR ,BUT NOT OVER TWO YEARS BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM THE (7). SUBSTITUTIONS: FOR THE INDEICATED PLANTS MATERIALS WILL BE PERMITTED PRVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE DESIGNER LANDSCAPEDESIGNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND OR THE / AND THE SUBSITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. eXCPET FOR THE VARIATIONS TO AUTHORIZED ,ALL SUBSTITUE PLANT MATERIALS SHALL SPECIFICATIONS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE IN ANY AREAWHERE THERE IS SUCH A DISCREPANCY UNTIL APPROVAL FOR SAME HAS BEEN GIVEN CONFIRM TO THE REQUIREMENT OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, BY THE LANDSCAPE DESIGNER. DUE TO THE SCALE OF THE DRAWINGS, IT IS THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISION OF THE CONTRACT. IMPOSSIBLE TO INDICATE E ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE USING A SLOW, RUNNING STRAM OF WATER. ALL SODDED AREAS SHALL BE THROUGHLY WATERED IMMEDIATELY AFTER INSTALLTION. LAWNS AREA TO BE KEPT REQUIRED TO COMPLETE THE IRRIGATION SYSTEM. (8). PLANTS NOT APPROVED: TO BE REMOVED FROM SITE IMMEDICATELY AND REPLACE WITH SUITABLE PLANTS. D. CONTROL VALVES (3). PLATNS WHICH CANNOT BE WATERED EFFICIENTLY WITH THE EXISTING WATER SYSTEM SHALL BE WATERED BY MEANS OF A HOSE. IF ADDITIONAL REVIEWS OR WALK -THROUGH ARE REQUIRED DUE TO LACK OF LANDSCAPE CONTRACTOR COMPLIANCE, SAID REVIEWS OR WALK-THROUGHS WILL BE (4). APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL CONDITIONS REQUIRED, TO KEEP THE GROUND WET AT ALL TIMES, WELL BELOW THE CHARGED TO THE LANDSCAPE CONTRACTOR. B. FERTILIZERS AND SOIL AMENDMENTS REMOVEABLE COVER, WHICH IS TO BE FLUSH WITH FINISHED GRADE AND INSTALLED IN ORGANIC COMPOST AND SOIL AMENDMENTS SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE II. IRRIGATION MATERIALS FLOWING DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS EACH BEARING THE SITE IN THE ORIGINAL UNOPENED CONTAINERS EACH BEARING THE MANUFACTURE'S GURANTED ANAYSIS, ANY MATEIALS WHICH BECMOMES CAKED OR OTHERWISED DAMAGED, MAKING IT UNSUITABLE FOR USE, WILL NOT BE ACCEPTED. A. SUBSTITUTIONS I --I W � IRRIGATION MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND OR SPACING Q / C. BARK CHIP MULCH AS SHOWN OR NOTED AND SHALL BE OF THE SIZE AND MANUFACTURE AS INDICATED � ON THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH IRRIGATION ALL PLANTED AREAS (EXCPET TURF) SHALL RECEIVE A TOP DRESSING OF MULCH RECYCLED IN DARK BROWN COLOR. MULCH SHALL BE REDWOOD BARK CHIPS, MEDIAN GRIND OF MULCH. ARTICLES, EQUIPMENT MATERIALS, OR PROCESSES SPECIFIED BY NAME IN THE MEDIAN GRIND (3/8 TO 3/4 INCH DIAMETER). NO SHREDDED BARK IS ACCEPTABLE. DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHIUT PRIOR MINIMUM TWO (2)INCHS LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACE OF PLANTIUNG AREAS. WRITTEN APPROVAL BY THE LANDSCAPE DESIGNER. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE D. SOIL DESIGNER MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. APPROVAL OF ANY ITEM, SOIL SHALL BE EXSITING SUBFACE SOIL (UNLESS OF THERWISE INDICATED ON THE PLANS) AND SHALL BE FREE FROM SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE PRODUCTS APPARENTLY MEET ROCKS, STICKS, BRUSH OR OTHER DELETERIOUS MATERIALS. ANY AND ALL IMPORTED SOIL, IF REQUIRED, SHALL BE OF A SANDY -LOAM TEXTURE. SOIL SAMPLES AND ANAYSIS REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE SHALL BE SUBMIOTTED TO THE LANDSCAPE DESIGNER FOR APPROVAL PRIOR TO DELIVERY OF ANY SOIL TO THE PROJECT SITE. SHOULD THE LANDSCAPE DESIGNER REJECT ANY INFORMATION OR SAMPLES SUBMITTED. MANUFACTURER'S WARRANTIES SHALL NOT PORTION OF THE DELIVERED SOIL, FOR ANY REASON, IT SHALL BE REMOVED IMMEDICATEDLY AT NO COST TO THE OWNER. RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH MINIMUM EIGHT (8) INCHES, NON -COMPACTED TOPSOIL SHALL BE AVAILABLE FOR WATRER ABSORPTION AND ROOT GROWTH IN PLANTED AREAS. WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. B. PIPING PVC PLASTIC PIPE: ALL PLASTIC PIPE TO BE INSTALLED SHALL BE FREE FROM III. LANDSCAPE WORK PROCEDURES BLISTERS, INTERNAL STRIATIONS, DENTS, WRINKLES, CRACKS, HOLES, FOREIGN A. SOIL PREPARATION MATERIALS, AND THE INTERIOR WALL SHALL BE SMOOTH AND HAVE A GLASS -LIKE (1). THE SOIL SHALL OT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THE EXCESS COMPACTION WILL OCCUR: NOT WHEN IT IS SO DRY THT A DUST WILL FORM APPEARANCE. ALL PIPE SHALL BE MARKED CONTINUOUSLY AND PERMANENTLY WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, KIND OF PIPE, MATERIAL, SIZE IN THE AIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEA MOISTIRE CONTENT FOR TILLING AND FOR PLANTING HEREIN SPECIFIED. SCHEDULE OR TYPE, AND MANUFACTURER'S QUALITY CONTROL IDENTIFICATION. (2). PRELIMINARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE THE FINISHED GRADE. EXCESS SOIL SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER AND MULCH. WHERE SOIL IS TO BE RELACED BY PLANTS AND MULCH, ALLOWANCE SHALL BE MADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALL C. CONTROL WIRE DIRECT BURIAL REMOTE CONTROL WIRED SHALL BE U.L. APPROVED TYPE U.F., MINIMUM BE NO DEFICIENCY IN THE SPECIFIED DEPTH OF MULCHED PLANTED BEDS. OF 4/54 INCH VINYL INSULATION. CONSULT VALVE MANUFACTURER'S CURRENT WIRE (3). LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING BRUSH, DEAD TREES, AND WEEDS TO THE SATISFATION OF THE LADSCAPE DESIGNER. SIZING CHART FOR WIRE SIZES REQUIRED. COMMON RETURN WIRE SHALL BE WHITE AND PRIOR WIRE SHALL BE RED, ORANGE OR BLACK. ALL SPLICES SHALL BE MADE (4). TRENCHES: IF ANY PORTION OF THE SPRINKLER SYSTEM IS INSTALLED AFTER GRADING AND FERTILIZING IS COMPLETED, THE UPPER PORTION OF THE BACKFILL SHALL BE RETILL WITH 'SCOTCH LOCK' #3577 CONNECTOR SEALING PACKS, OR APPROVED EQUAL. AND FERTILIZED TO THE DEPTH SPECIFIED FOR THE AREA AS REQUIRED, TO CONFIM TO THE SPECIFICATIONS. (5). FINSIH GRADES: LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR BRING ALL PLANTED AREAS TO FINISH GRADE, WHICH SHALL BE 101/2" BELOW PAVING , CURB, AND D. SPRINKLER HEADS, REMOTE CONTROL VALVES, AUTOMATIC CONTROLLER, QUICK COUPLER AND HEADERS, OR AS NOTES BY SPOT ELEVATIONS, THE LANDSCAPE CONTRACTORS SHALL RECEIVE THE SITE GRADED BY OTHERS TO WITHIN +1" (1/10 OF ONE FOOT) SHALL BE OF TYPE, SIZE AND LOCATION AS NOTED AND INDICATED ON THE DRAWINGS. REMOTE CONTROL VALVES AND QUICK COUPLERS SHALL BE LOCATED A B. CLEARING AND SGRUBBING MAXIMUM OF 12" FROM CURB, WALK, OR HEADERBOARD. FINAL LOCATION AND EXACT ALL EXISTING TREES SHALL BE PRESERVED IN AN UNDISTURBED CONDITION EARTHEN MOUNDINGS SHALL BE ROUGH GRADED TO CONTOURS AS SHOWN ON POSITIONING OF AUTOMATIC CONTROLLER SHALL BE SPPROVED BY THE OWNER'S THE PLANTS BY THE GENERAL CONTRACTORS MOUND SHALL BE CONSTRUCTED WITH ENOUGH EXCESS MATERIALS TO ALLOW FOR FUTURE SETTEMENT. SUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. FINAL LOCATION OF MOUNDS SHALL NOT CONFLICT WITH EXSITING UTILITIES, UTILITY BOXES, VALVE BOXES, ETC. NO COMPACTION WILL BE ALLOWED, EXCEPT FOR NORMAL GRADING AND SHAING OPERATIONS. AMU EXCESS MATERIALS UPON COMPLETION OF THE GRADING OPERATIONS SHALL BE SPREAD IN AREAS AS DIRECTED BY THE LANDSCAPE DESIGNER. E. BACKFLOW PREVENTION BACKFLOW PREVENTERS AS DESIGNATED ON THE DRAWINGS OR AS APPROVED BY THE LOCAL GOVERNING BODY. DO NOT LOCATE IN LAWN AREAS. FINAL LOCATION AND C. SOIL CONDITIONING EXACT POSITIONING OF BACKFLOW PREVENTER SHALL BE APPROVED BY THE OWNER'S SUBMIT SOIL SAMPLES (MIN. 3) TO SOIL AND PLANT LABORATORY, FOLLOW SOIL CONDITION RECOMMANDATION OF REPORT AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. UNIT SHALL BE SCREED WITH PLANT MATERIAL SHOWN ON THE PLANTING PLAN IN THE LOCATION OF THE BACKFLOW PREVENTER OR ELESEWHERE ON SITE WHEN DIRECTED BY THE LANDSCAPE DESIGNER TO SCREEN UNIT. NO PVC PIPING SHALL BE USED IN BACKFLOW PREVENTER D. FINISHING GRADING ASSEMBLIES. (1). THE FINISH GRADING SHALL CONFORM TO THE PROPOSED CONTOURS AND SET GRADES AS SHOWN ON THE PLATNS AND AS MODIFIED HEREIN: FNALVE BOXES (A): EXISTING FINSH GRADE SHALL BE TO A TOLERANCE OF PLUS OR MINUS 1/10 OF ONE FOOT (0.1) FOR ALL LANDSCAPE AREAS CONTROL VALVE BOXES SHALL BE AMETEK NO. 10-70-00 WITH GREEN COVER LID NO. (B): IN LAWN AREA THE FINISH GRADE SHALL BE 1-1/2" BELOW ADJOINING FLAT WORK, EXCPET ALONG EDGES WHERE WATER MAY BE TRAPPED, THE FINISH GRADE SHALL BE 10-173-004 OR EQUAL. INSTALL EXTENSIONS IF REQUIRED. BROUGHT FLUSH. K, TREE STAKING (1). STAKE ALL TREES, NOT TO BE GUYED, AT TIME OF PLANTING, BY PLANCING STAKED IN THE PREPARED HOLE AN DRIVING STAKERS TWO INTO SOILD GROUND. PLANTS THE TREE BETWEEN STAKES AS TIGHT AS POSSIBLE WITHOUT CROWING THE ROOTS. FASTEN THE TREE PER " TREE STAKING AND PLANTING DETAILS " SHOWN ON LANDSCAPING DRAWING. L. ESPALIERING VINES IF APPLICABLE ALL VINES SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UNLESS OTHERWISED DIRECTED BY LANDSCAPE DESIGNER. M. CULTIVATIONS AND WEED REMOVAL (1). PRE -EMERGENCE WEED CONTROL: DIPHENAMID (DYMID OR ENIDE) OR APPROVED EQUAL APPLIED ON ALL PLANTED AREAS, EXCPET FOR TURF DEVELOPED AREAS. ALL SHRUB AND GROUND COVER AREAS SHALL BE TREATED WITH 'SURFLAN" AT LABEL RATES. (2). CULTIVATE TO 6" MINIMUM DEPTH AND BRING TO SMOOTH EVEN GRADE, IF WEED GROWTH HAS OCCURED. BARK CHIP MULCH SHALL BE SPREAD EVENLY OVER THE ENTIRE PLANTED AREA, EXCEPT TURF DEVELOPED AREAS. TO A MINIMUM DEPTH OF ONE INCH. EnV2, Inc. III. IRRIGATION INSTALLATION CA LIC.: A, B, C27 910951 A. PHYSICAL LAYOUT E. METHOD OF PLANTING PRIOR TO INSTALLATION, CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY TEL: (408) 890-6289 FAX: (408) 886-7229 LINES, ROUTING, AND LOCATION OF SPRINKLER HEADS. ALL LAYOUT SHALL BE F. PLANTING TREES APPROVED BY THE LANDSCAPE CONTRACTOR PRIOR TO INSTALLATION. IF EQUIPMENT ALL PITS FOR PLATNS SHALL BE DUG SQUARE PER PLAN DETAILS, LEAVE SIZE OF HOLES SHALL BE TWO TIMES DIAMETER OF ROOT BALL, AND ONE -HALF AGAIN AS DEEP IS INCORRECTLY LOCATED WITHOUT SAID APPROVAL, IT IS THE CONTRACTOR'S AS DEPTH OF ROOF BALL. SOIL AT SIDE AND BOTTOM SHALL BE LOOSENED BY SCARIFYING TO ENSURE ROOT PENETRATIONNO SMOOTH CIRCULAR SIDES) ) RESPOSIBILITY TO RELOCATE IT AS PER THE LANDSCAPE DESIGNERS DIRECTIONS PITS SHALL BE BACKFILLED WITH'PREPARED SOIL' TO THE BOTTOM OF THE ROOT BALL. THE PLANT SHALL THEN BE SET IN AN UPRIGHT POSITION IN THE CENTER OF WITHOUT ADDITIONAL COST. AND THE SPACE AROUND IT BACKFILED WITH PLANTING MIX. WHEN THE BACKFILL AROUND THE PLANTS IS APPROXIMATELY TWO -THIRD COMPLETED, THE PLANT SHALL C*� THROUGHTLY WATERED, AFTER WHICH THE BACKFILL SHALL BE COMPLETED TO HE GRADE 0F THESURROUNDING AREA. THE CROWN OF THE PLANT SHALL BE 1 1/2" ABOVE CONNECT SPRINKLER IRRIGATION SYSTEM TO POINT OF CONNECTION AS INDICATED ON (MINIMUM) FINISHED GRADE. DRAWINGS. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATION SHOWN ON PREPARE A SOIL RING AT LEAST 3" HIGH AND AS WIDE AS ROOT BALL AROUND EACH PLANT (NOT INA TURF AREAS) TO RETAIN WATER. WATER THOROUGHLY TO DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR CHANGES CAUSED BY ACTUAL SITE ELIMINATE AIR POCKETS. EACH TREES IN TURF AREAS SHALL HAVE THE TURF REMOVED IN A RING 24" DIAMTER AROUND THE TRESS BASE. CONDITIONS. P4 B. TRENCHING & BACKFILLING Q O 0 �, �I r --'l O v1 T� CARE SHALL BE TAKEN WHEN PIPE INSTRALLATION IS REQUIRED WITHIN EXISTING TREE G. PLANTING OF SHRUB, VINE AND GROUND COVERS ROT AREAS. AVOID TRENCHING WITHIN DRIPLINE OF TREES WHERE POSSINLE. WHEN NOT POSSIBLE, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED. OPEN TRENCHES PLANTING SHALL TAKE PLACE IN THE EXISTING PREPARED SOIL WHICH SHALL BE MOIST, NEVER DRY OR WET AND SOGGY. THE MOST CONDITION SHALL CAN BE DUG MECHANICALLY UNTIL REACHING THE DRIPLINE OF THE TREE. TRENCHES EXTEND TO THE FULL DEPTH OF CULTIVATION. THE SPACING OF ALL GROUND COVER PLANTS SHALL BE AS INDICATED ON THE PLANS AND IN THE PLANT LIST. THEY WITHIN THE DRIPLINE OF THE TREE SHOULD BE CONTINUED BY HAND. DAMAGED ROOT SHALL BE PLANTED IN EVENTLY SPACED ROWS WITH STAGGERED TRAINGULAR SPACING AND AROUND THE SHRUB, TREES TO WITHIN ON FOOT. NO GROUND COVER SHALL BE OVER 1 1/2" IN DIAMETER SHALL BE CUT LEAVING A CLEAN SMOOTH SURFACE. PLANTED TEAT ONE HALF OF THE SPECIFIED SAPLING FROM ANY CURB OR WALKWAY. ROOTS OVER 4" IN DIAMETER SHALL BE CAREFULLY HAND DUG UNDER. IF MANY ROOTS ARE CUT, THE TOP OF THE TREE SHOULD BE THINNED PROPORTIONALLY. I•""""""II P CONSULT WITH THE LANDSCAPE DESIGNER PRIOR TO THINNING. H. WATERING BASINS EXCAVATION SHALL INCLUDE THE REMOVAL OF ALL WATER AND MATERIALS OR I"_""""""""II W OBSTRUCTIONS OF ANY NATURE THAT WOULD INTERFERE WITH THE WORK. ALL EXCESS V AND WASTE MATERIALS RESULTING FROM THE TRENCHING OPERATIONS SHALL BE I. LAWNS REMOVED FROM THE SITE. SQUARE FEET. SEED SHALL BE WEED FREE FRESH (1. SEEDING : APPLY FERTILIZER 'B' TO FINISH GRADED SURFACES AT THE RATE OF FOUR 94) ) POUND PER 1000 S Q � III RECLEANED, GRADE A CROP CONSISTING OF THE PERCENT AGE OF MIX AS SPECIFIED ON THE PLANTS. SEED SHALL BE LABELED IN ACCORDANCE WITH DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH. ,NEW U.S. DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER THE FEDERAL SEED ACT PRESENTLY IN EFFECT AND SHALL BE DELIVERD TO THE JOB SITE IN BAGS LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT BEARING THE DEALER'S ;ABEL AND GURANTEED ANALYSIS, SOW SEED IN TWO DIRECTIONS AT A TOTAL COMBINED RATE OF TEN POUNDS PER 1000 SQ,FT THE SEED SHALL INDICATED ON DRAWINGS AND AS NOTED. BE SOWN BY EXPEREINCED MEN AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. LIGHTLY RAKE INTO TOP 1/8" OF SOIL. DO NOT MOW UNTIL TURF IS 2 1/2" HIGH �:) AND FOR INITIAL MOWING DO NOT MOW LOWER THAN 1 1/2" ALL CLIPPINGS. C. HANDLING OF PIPE PVC PIPE SHALL BE INSTALLED SO THAT THERE WILL BE A SMALL AMOUNT OF (2). FERTILIZEING DURING MAINTENANCE: FERTILIZER 'D' SHALL BE APPLIED. 30 CALENDER DAYS AFTYER PLANTING AT THE RATE OF FIVE POUND PER 100 SQ.FT. . EXCESS LENGTH IN THE LINE TO COMPENSATE FOR CONTRACTION AND EXPANSION OF REPEAT EVER 30 DAYS THROUGH MAINTENANCE. THE PIPE. THIS SHALL BE ACCOMPLISHED BY "SNAKING" THE LINE IN THE TRENCH DURING THE TIME OF INSTRALLATION. J. WATERING FOR ENTIRE PLATING AND LAWN AREA HANDLING AND ASSEMBLY OF PIPE, FITTINGS AND ACCESSOROES SHALL BE BY SKILLED TRADESMEN USING APPROVED METHODS AND TOOLS AND EXERCISING CARE (1). IMMEDIATELY AFTER PLATNING, WATER SHALL BE APPLIED TO EACH TREE, SHRUB, AND VINE BY MEANS OF A HOSE. THE WATER SHALL BE APPLIED IN TO PREVENT DAMAGE TO MATERIALS OR EQUIPMENT. INTERIOR OF PIPES FITTINGS, MODERATE STREAM IN THE PLANTING HOLES AND UNTIL THE MATERIALS ABOUT THE ROOTS IS COMPLETELY STATURATED FROM THE BOTTOM OF THE HOLE TO THE AND ACCESSORIES SHALL BE KEPT CLEAN AT ALL TIMES, AND ALL OPENNINGS IN TOP OF THE GROUND TO ALLOW SOIL TO FULLY SETTLE AND ELIMINATE AIR PACKETS. PIPING RUNS SHALL BE CLOSED AT THE END OF WORK EACH DAY , TO PREVENT THE ENTRY OF FOREIGN MATERIALS. BENDING OF GALVANIZED STEEL PIPE WILL NOT BE (2). FOLLOWING THE PLANTING OF GROUND COVER PLANTS, FURNISHED IN FLATS, EACH PLANT SHALL BE IMMEDIATELY AND THOROUGHLY WATERED BY MEANS OF A HOSE PERMITTED. USING A SLOW, RUNNING STRAM OF WATER. ALL SODDED AREAS SHALL BE THROUGHLY WATERED IMMEDIATELY AFTER INSTALLTION. LAWNS AREA TO BE KEPT CONTINUOUSLY MOIST BY WATERING AS OFTERN AS REQUIRED TO MAINTAIN VIGOROUS GROWTH. D. CONTROL VALVES (3). PLATNS WHICH CANNOT BE WATERED EFFICIENTLY WITH THE EXISTING WATER SYSTEM SHALL BE WATERED BY MEANS OF A HOSE. ELECTRIC, NORMALLY CLOSED ANGLE CONTROL VALVES SHALL BE INSTALLED AS INDICATED ON THE PLANS AND AS SPECIFIED BY THE MANUFACTURER VALVES SHALL (4). APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL CONDITIONS REQUIRED, TO KEEP THE GROUND WET AT ALL TIMES, WELL BELOW THE BE SET IN VERTIVAL POSTION AND HOUSED IN AN AMETEK OR EUAL VALVE BOX WITH ROOT SYSTEMS OF GRASS AND PLANTING REMOVEABLE COVER, WHICH IS TO BE FLUSH WITH FINISHED GRADE AND INSTALLED IN GD O N I 0 O A SHRUB AREA, WHEREVER POSSIBLE. K, TREE STAKING (1). STAKE ALL TREES, NOT TO BE GUYED, AT TIME OF PLANTING, BY PLANCING STAKED IN THE PREPARED HOLE AN DRIVING STAKERS TWO INTO SOILD GROUND. PLANTS THE TREE BETWEEN STAKES AS TIGHT AS POSSIBLE WITHOUT CROWING THE ROOTS. FASTEN THE TREE PER " TREE STAKING AND PLANTING DETAILS " SHOWN ON LANDSCAPING DRAWING. L. ESPALIERING VINES IF APPLICABLE ALL VINES SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UNLESS OTHERWISED DIRECTED BY LANDSCAPE DESIGNER. M. CULTIVATIONS AND WEED REMOVAL (1). PRE -EMERGENCE WEED CONTROL: DIPHENAMID (DYMID OR ENIDE) OR APPROVED EQUAL APPLIED ON ALL PLANTED AREAS, EXCPET FOR TURF DEVELOPED AREAS. ALL SHRUB AND GROUND COVER AREAS SHALL BE TREATED WITH 'SURFLAN" AT LABEL RATES. (2). CULTIVATE TO 6" MINIMUM DEPTH AND BRING TO SMOOTH EVEN GRADE, IF WEED GROWTH HAS OCCURED. BARK CHIP MULCH SHALL BE SPREAD EVENLY OVER THE ENTIRE PLANTED AREA, EXCEPT TURF DEVELOPED AREAS. TO A MINIMUM DEPTH OF ONE INCH. EnV2, Inc. Enivision of Nature CA LIC.: A, B, C27 910951 1937 CONCOURSE DR. SAN JOSE, CA 95131 TEL: (408) 890-6289 FAX: (408) 886-7229 I.n N W ��)) ~� Q] '-VV P4 r� O ' ^ V I O H C*� U W Q iI-� �:) T,.-� U U 7 � 24 O �1 W I-� W 1� I --I V)NiI...4 4 /� W � rte, P4 14 A-, Q O 0 �, �I r --'l O v1 T� � mU N P4 P4 � O O I"_""""""""II F I•""""""II P P� 4 I"_""""""""II W V 4w a P4L� � III 4P4w4I �4 / W 1I V P..,,II �:) W Q Tn Z W O U U Z- GD O N I 0 O I --I W � r I -� aaaaa N M � V� SCALE: NONE DWG BY: DWG DATE: CHECK BY: CHECK DATE: PJT NO: FILE NO: Sheet: L4.0 4 of 4 Sheets.