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HomeMy WebLinkAboutPermit File BLD-2021-0259 4310 Cherry Court (3) REQUIRED LANSCAPINGS IMMII AIMIIMID CALCULATIONS LANDED GENTRY SITE AREA: 15,404 SQ. FT. II0NCS AND CO NN UN I TIES % OF AREA TO BE 20% R-I ZONE GENERAL NOTES LANDSCAPED 3,081 SQ. FT. OWNER: j j j 7 ! REQ'D. LO ANAcORIE5 LLC fI I I UNDER-LANDED(ENTRY DEV.,INC. f • 1 I COMPLIANCE W/ TREES REQ'D. BURLIN E. VEN GTO.WA 98233 1-c36or755-fOz1 ( `II I I 1 AMC Ch. 16.5'0 10 TREES REQ'D. BUILDING% I 1 I 1 TREE PRESERVATION 0 EXIST. TREES RESIDENCE: I I I 1 MAIN FLOOR AREA- 1.392 SF �{ I IPPFR Fl OOR ARFA-1.203 SF 'j J TiReie � err� 1 ! SF NUMBER OF STREET I PER 30' OF AREA-TOTAL FLOOR GARAGE AREA- 65SF I �` ® �� «t.� -[ - I I j ( TREES FRONTAGE ZONING: �- RESIDENTIAL LOW DENSITY DISTRICT( -) � f � - - - - - - = - - - - 2EXISTINCS - - - ----- -- J i 1 _ ` STREET TREES sETBAacs(MINIMUM) FRONT YARD HOUSE-20' FRONT YARD GARAGE-25' J5 NOTES: SIDE YARD-10' 1 _�_- S STREET SIDE YARD-20' 1 - -- ..11 TREES TO HAVE A MINIMUM 2" CALIPER (PER REAR YARD-20' AUXILIARY SIDE YARD-5' `� 1./ . ./r f" i CODE). TREES PROVIDED WILL BE PER HEIGHT: i \ ; I ATTACHED APPROVED TYPICAL LANDSCAPE MAX ALLOWED: 35' L ■ ,J 7'� PLAN (VERIFY PLANTING LOCATIONS W/ PAPROPOSED: KINCO UND t j i� / j 1 $UILDER). VERIFY TREES TO BE REMOVED PARKING SPACES PROVIDED= �Q� / I IN FIELD W/ BLDR. IF APPLICABLE. 3 RI GARAGE 3 IN DRIVEWAY I. y I j ;' j PROVIDE LANDSCAPING IN A COMBINATION j _� i r� 1 OF SOD LAWN AND PERENNIAL PLANTING BEDS LOT COVERAGE Pr 1 • I (VERIFY LAYOUT W/ BUILDER). REFER TO HOUSE AREA: 2,446 S.F. 1 I PORCH AREA: 135 S.F. I , ATTACHED APPROVED TYPICAL LANDSCAPE i DECK AREA i ' ' I� 1 TOTAL AREA: 2,��. I PLAN. i i g 1 LOT AREA: 15.404 S.F. L. R---: j I I , PERCENT COVERAGE: I ; i 2,70D/15,404=17.6Z Provide revised landscape plan for review and MAXIMUM.709ALLOWED=3507L `•� W approval prior to final inspection. 1 �, , ii \ Z ME Health and Qualityof Trees Proposed for Planting. Trees IMPERVIOUS COVERAGE r RESIDENCE: 2.446 S.F. ' ro osed for lantin must meet the followingminimum sTEPs/WALKWAY: 64 S.F. -- 1, p p p g CO PORCH: 135 S.F. �, standards in order to be credited towards satisfying the tree C_OVEREDWAYPATIO. 3z6 ll 6 L0T21HQ N. density requirements of this chapter: LOT AREA: I 15.404 S.F. PERCENT COVERAGE: �- _ 1. Each tree shall be healthy stock and carefully planted in a 3,611 /15,404=23.4X 1'■._ ( ,.,�.,� / three-foot or larger hole in good, appropriately fertilized topsoil; MAXIMUM ALLOWED: 45.0% _i 13o6f -Cq-.� 4(kf 2. Each required deciduous tree shall have a minimum of two-inch 'r` - caliper within six inches of ground at time of planting; GRAPHIC SCALE �yb — -�- i 10 0 ¢ fo 20 1 PeRa iN sL- NL i f I r� 3. Each required evergreen tree shall have a minimum height of L.T .. __ 8 4 ) 1 � �`l I ..ril . eight feet at time of planting; ate. Scale: I�h 10 Fur 1 C� '1Gr C6(4 i ! I . !! i 4. Trees planted shall include a mix of coniferous and deciduous CHERRY COURT SP ( I I trees.At a minimum, thirty percent of the trees planted shall be GIBRALTAR MODIFIED * ---- i �! I I coniferous; (3-CAR GARAGE) I IILANDSCAPE PLAN 10___ avoid potentially unhealthy monocultures, the total number of 5. To i t 312 - any individual species of replacement tree planted shall not exceed LOT 2-P135448 f thirty percent of the same species or thirty-five percent of the same 4310 CHERRY COURT _ _ ( i genus of the total number of all replacement trees planted. ANACORTES,WA 1 _31p_ 1 i JOB NO: PLATOF'CHERRYCOURT I _ d I 6. Where possible, required trees should predominantly be selected DESIGNEE Lc 1 3�A r \ 1,< '` I - from the native tree species.The city planning department will o3n,noz, i + it \ ,. maintain a list of native tree species. (Ord. 2756 Att. F, 2006) n 3'9 x t f N>s SHE` 1 of 1 G14 C �� EX. 8" DI W WATERLINEW - W "t GENERAL NOTES SD EX. CB #4004 (`PPP N PLANT SCHEDULE ORCHARD AVE. -_ _ 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE OF A QUALIFIED FOREMAN. _ _ _ _ I ACE C12 17 Acer circinatum Vine Maple 6' Ht. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICAN _ l. 'Aillteb-41111WWW,KilliW STANDARD FOR NURSERY STOCK, MOST RECENT PUBLISHED. . to AME GRA 11 Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 2" Cal. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE �/� W. gr.'. ... .;.' - _ LANDSCAPE CONTRACTOR. Vl � -,- ' y �� "'� I ��� /II/�I/l?lll� �r�����N',•�\�I��N'MJ RESTRAINED CAP W �` `;I!�CRA CRI Il 6' `MD *13 (29s.: * , W CRA CRI 7 Crataegus laevigata 'Crimson Cloud' Crimson Cloud Hawthorn 2" Cal. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. A 2" BLOW OFF ASSEMBLY � 1�� Nit �i � IE 8" CAP=291.9 II Ll„' l 3� sroE SLOPE ����' THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND N I f (PER PREVIOUS DESIGN PLANS) '.4I�'' I��� j s ` PIN C05 6 Pinus contorta contorta Shore Pine 7' Ht. SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. I .. t1 -'`�� ' - '`-'\i- 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION. MtSTE PSE 6 Stewartia seudocamellia Ja anese Stewartia 2" Ca1. o p p,„„,,,,,, C / l � � Tsu MER �j� wz. 6. MEDIUM BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2 INCHES. E zo � II w �t ui LOT 1 ih�lfi��' '1 1r LOT 6 ACE C12 (4 2 :. w , e TSU MER 4 Tsuga mertensiana Mountain Hemlock 6' Ht. • o o z, ,� a � g 7. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. w1 I l' w I .z w �,,,;Nw o ,0;, PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. CONTRACTOR TO COORDINATE I w o a o N � ralgSHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE o ,,, �, * 8. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, ci .� �,i► It� WITH OWNER FOR � a y �"w �N o�, b�;�►�II! LOCATION OF GAS TO W w W , c�OWE m w P , PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND 1/L-1 WHERE TREE IS LOCATED ��,Z�I� N �) w MYR BUX 7 Myrica californica'Buxifolia' Pacific Wax Myrtle 2 ga1. alp lrb rn Or SERVE THIS PROJECT w v, 2 Z .i. AT NO ADDITIONAL COST. 3 IN A DETACHED PLANTER, ROOT d� © z o BARRIER IS TO BE INSTALLED ON 1. APPROX LOCATION OF - O'kiW E w �' BOTH THE STREET AND FOUR 3" SCH 40 PVC CONDUI w a" W W w * WIF e PRU OTT 18 Prunus laurocerasus 'Otto Luyken' Luykens Laurel 2 gal. 9. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. SIDEWALK SIDE PER C.O.A. PW ,, �� FOR POWER, CABLE, TELEPHONE, I Chi ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. I STANDARDS Alt to & MISC. CONTRACTOR TO y 'CTw ��► COORDINATE WITH UTILITY I f +D ,� SYM MAG 19 Symphoricarpos albus'Magic Berry' Compact Snowberry 5 gal. 10. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN. SEE PLANT ill" COMPANY FOR EXACT LOCATION LIST FOR PLANT TYPE, SIZE, AND SPACING. 025:1 BSI DE�,SLQ;E �� GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE • AME GRA y tf: 11. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNERS LP I �� ���� I I I I REPRESENTATIVE AND CITY. - ��'����� � CRP', � � y ������ GAU SH2 119 Gaultheria shallon Salal 6"E� I _ - - _ - - VIP �' I " '\I. - I I I I I 12. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. I _ / /GRA MLL w y '�� 13. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED c_ E / 4; SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. z W - � W W - cn w �' ' & 0 jw LOT 2 i i! \D' : �' w �'S 14. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO x N I,� f �,, �`� - - W W W w W w W W W W W _I R , GRA MLL 10,049 sf Grass Erosion Control Mix Locally Proven Pond Mix seed w �" r ����`.+ u' - - SS" - w w CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 1,3 1 . ,, 10' WIDE POND 15. SUPPLEMENTAL HAND WATERING WILL BE DONE DURING FIRST TWO YEARS TO GUARANTEE PLANT ESTABLISHMENT. w 1 LANDSCAPING PER AMC I GRA ENM 3,157 sf Grass Low Grow Lawn Seed Mix Locally Proven Lawn Mix seed IF CITY REQUIRES AUTOMATED IRRIGATION SYSTEM THEN BIDDER DESIGNED SYSTEM WILL BE PROVIDED. o rr, . . I 19.60.070 (H) U o �' I I 16. BASEMAP PROVIDED BY RAVNIK AND ASSOCIATES, BURLINGTON, WA 0 X `1 O /• STE PSE E- i , , :,,,,, 1#- 40, *„ ..- ... : •/ LOT 5 I .. . , I 1 . 40 1 f DOUGLAS FIR#1 NOTE: SOIL NOTES I (A! 40" DBH - - 1. THE ROOT BARRIER SHALL BE DEEP ROOT UNIVERSAL BARRIER, OR APPROVED EQUAL. (AY TO REMAIN 1 2. ROOT BARRIER SHALL BE INSTALLED IN A LINEAR APPLICATION ALONG THE CURB LINE AND EDGE OF SIDEWALK AT A MINIMUM DEPTH OF 18" FOR PROTECTION FROM INVASIVE ROOTS UNDER THE 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS. STOCKPILED TOPSOIL TO ± 40" DID. SIDEWALK AND ROAD SECTION. BE APPROVED BY OWNERS REPRESENTATIVE. ROAD BASE, GLACIAL TILL, GRAVEL OR CONTAMINATED SOILS ARE SEE TYPICAL Ex. FIR x NOT ACCEPTABLE AND WILL BE REJECTED. w I LANDSCAPE PLAN / 1 (*E ' 2. SITE TOPSOIL SHALL HAVE ALL ROCKS, GRASS CLODS AND DEBRIS LARGER THAN 1" WHENEVER VISIBLE ON THE Ov SHEET L-2 N'y -I- - 71 T SURFACE rnw I I - - - _� - - - - .,.._i _ - , ,`.. ',' .'" 4-;.-144. S. +. P2---44. ir"Allihe.N.-.,.14,-.4. '.•r' e- ;A' 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 UNITS OF EXISTING SOIL TO ONE UNIT cn - I/ --i " •' _ -.:. :,x,•;,,•" ,�., OF COMPOST. COMPOST TO BE WSDOT CERTIFIED. LOT 2 /�'I \ - - - - I SI- 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED 2-WAY TOPSOIL. 1 / I I \ 1 5. TOPSOIL DEPTHS 1 �G - 1 1 \ �N I LOT 4 1 I _ - I .L41i1LL4. L . 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 9" IN ALL LANDSCAPE BED AREAS AND INCORPORATED INTO EXISTING SUBGRADE. LIGHTLY TAMP 6" LAYERS OF SOIL BY HAND OR LIGHTLY WITH EXCAVATOR. l I I \\\ I : `E...-....r.... '.1.‘..%}..,••••- ---..-.,......‘,..•-... -....-, .........„.--, ....:-..,--.. •-, -.... N..,N.N, '..- %, N.,N. ‘,'`.... --- -",-- *---. ",.. \ 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE-PIT AREAS. SEE DETAIL THIS PAGE. i I 1466 _... y s 1 5.3. LAWN /GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. ROTO-TILLER MAY BE USED TO PROVIDE A I: 1\ - I ��F 1 I kt SMOOTH GRADE FOR LAWNS. I I I i CITY OF ANACORTES ENGINEERING DEPT, CHAPTER 3-STREETS, 2018 i 6. TOPSOIL SHALL NOT BE MOVED, MIXED OR PLACE WHILE SATURATED. I SD -/ -Ilii I 1 COA ROOTBARRIER DETAIL 7. IN ALL INSTANCES, PLACED TOPSOIL TO BE INCOPRPORTED INTO EXISTING GRADE. - - - - - - - - -I L-1 NO SCALE APPROX. LOCATION ORCHARD PLACE (PVT) EX. 8" DI W y' - MAINTENANCE NOTES - PLAT LANDSCAPE PLAN 1. PLANTING PLAN EMPHASIZES DWARF AND LOW GROWNG TREES. TREES ON EACH LOT ARE TO BE MANTAINED AT A LANDSCAPE STATISTICS HEIGHT NO GREATER THAN THE HOME ON THE SAME LOT. 1" = 30'-0" (CHECK SCALE BAR FOR ACCURACY) 2. UNDER NO CIRCUMSTANCE ARE STREET TREES TO BE TOPPED OR PRUNED WITHOUT PERMISSION AND DIRECTION Tree Location Requirements Tree Density Requirements - OF THE CITY ARBORIST. Requred Provided 3. UNDER NO CIRCUMSTANCE ARE SHRUBS IN COMMON AREAS TO BE SHEARED OR SHAPED. SHRUBS ARE DESIGNED (see tree preservation sheet for quantity calculations) TOTAL TREES REQUIRED 110 TO FILL AND GROW IN TO A PERMANENT MATURE SIZE. LOCATION Required Provided TOTAL Trees located outside Residential 41 Lots (25%) 28 4. WEEDS TO BE REMOVED IN A TIMELY MANNER BY MECHANICAL OR CHEMICAL MEANS, IN COMPLIANCE WITH ALL Entrance Road and Cul-d-sac 17 i LOCAL AND STATE GUIDELINES AND REQUIREMENTS. Along Orchard Ave 7 Detention Pond 32 5. BARK MULCH IN PLANTER BEDS TO BE TOPPED OFF WITH 1" LIFT MIN, ONCE PER YEAR IN THE SPRING. Other Requirements SUBTOTAL i 49 Requred Provided City of Anacortes Lot 1 10 STREET TREES REQUIRED 1 PER 30 FEET PER CODE Planning, Community& Economic Development Lot 2 10 10 FOOT WIDE PER CODE APPROVED POND LANDSCAPE REQUIRED Lot 3 10 BUFFER Lot 4 11 B # Lot 5 11 10/ 19/2 0 Lot 6 9 i - SUBTOTAL 61 `� one inch TOTAL 110 110 NORTH 0' 30' 60' 90' 120' NO. DATE REVISION BY REV. prepared for: STATE OF prepared by: ISSUE DATE: 10.14.2020 1 5.2.20 PERMIT SET pd pd Corner 9 Properties, LLC �/ WASHINGTON CherryCourt SCALES: p %i'. 1 REGISTERED eccosDesign HORIZONTAL 1" - 30' DRAWING: 20321and 2 10.14.20 add rootbarrier per city comment e-mail 10.13.20 pd pd 504 E. Fairhaven TECT LANDSCAPE PLAN 3 __ L Landscape Architecture and Planning VERTICAL N/A JOB NO.: 2032 4 Burlington, WA 98233 Q M3�o4i�r�400wA9a273 __ "- , / 0 p DESIGNED: PD 5 __ contact: Anna Nelson PATRI 7" AN f.800.508.2017 SHEET: CERTIFI E NO.793 eccosDesign www.eccosdesign.com Anacortes, V V A DRAWN: PD L- -- b LLC 6 CHECKED: PD permit set / V ' ' I - - - -/ - - - - - - PLANT SCHEDULE I- 7 ••\ _,,‘...„. _„, I ,, • . + + Trees I �` "' • • • Symbol Quantity Scientific Name Common Name Planting Size .�r • . / + + �� + + + + + + Tree r-, Np.,..„.„ ....., . . • jl000*,,t ❑ a . , • + ..,5 r + + minimum A • • + + + + + + + + per Acer palmatum 'Atropurpurea' Red Japanese maple 1-1/2 -cal . • : . . • . • • .. . • . • • . . •. . If . ± +it,bir ± , + lkii + homeootnwer Amelanchier grandiflora 'Autumn Brilliance' Serviceberry 1-1/2"-cal • . Wilb ± . ± i I+ ®�, Cercis canadensis 'Forest Pansy' Forest Pansy Redbud 1-1/2"-cal • - + Cornus S . 'Eddies White Wonder' Ornamental Dogwood 1-1/2"-cal • . AjitA P 9 /. . see sheet �— __ L-1 Magnolia Sieboldii Dwarf Flowering Magnolia 1-1/2"-cal Ir O �� Styraxjaponicus 'Snowcone Dwarf Styrax 1-1/2"-cal F-1 —A CONCRETE DRIVEWAY, TYP. • .�� O' . • • • $ Chamaecyparis nootkatensis 'Gracilis' Narrow Hinooki Cypress 6' min STEPPING STONES = � q„ / Acer circinatum Vine Maple 6' NOR PAD OFF D000 • RI 0 0 AcerJaponicum 'Dissectum' Weeping Japanese Maple 1-1/2"-cal • r� I \ • • . . . \ CO • .. . • • 1 Perennials, Grasses and Ferns I / .. Symbol Scientific Name Common Name Planting Size . • . . . • . .• O0 • . • . . . . • . . i . \ ° \ • / 0 T 4 . .. Polystichum munitum Sword Fern 1-Gal ° Carex morrowii variegata Morrow's Sedge 1-Gal . • ° " 0 Helictotrichon sempervirens Blue Oat Grass 1-Gal 0 ° \ 0 e� Miscanthus sinensis 'Little Kitten' Dwarf Maiden Grass 1-Gal 4' WALKWAY, TYP. Ed • • Calluna vulgaris Scotch heather 1-Gal U, • • •• :,: Hemerocallis 'Stella de Oro' Daylilly 1-Gal _ • + + Liriope muscari Big blue lily turf 1-Gal - .. .\\. LAWN . - + Rudbeckia fulgida var. sullivantii Dwarf Black Eyed Susan 1-Gal "'N". ®\� COVERED ENTRY, TYP. 72/ + + + Sedum telephium 'Autumn Joy' Autumn Joy Sedum 1-Gal I • 7 *. .. . ��ii" PATIO OR DECK • 0 i - + + L,� + + Shrub •a 'l — i , Di + + + + + Symbol Scientific Name Common Name Planting Size 4114I O `,� • • + + + + 4 -- - • • • + + wir r I I Berberis thunbergii 'Crimson Pygmy' Crimson Pygmy 2-Gal • O� liat,0 0 0 EDEDEBEDED 0OP • • Buxus microphylla japonica compacts Dwarf Boxwood 2-Gal + + Cornus Stolinifera 'Kelse i' Dwarf RedtwigDogwood 2-Gal ii ;>• • + + � t O Y g a , • • + + + + ,�A + + + + + 0 Cornus stolonifera 'Flaviramea' Golden twig dogwood 2-Gal • • • °'tr /, Mi. • • • • + + + + + + + + + Euon mus alatus 'Compactus' Dwarf Burning Bush 2-Gal 0 *2 . . • iiik 0 of ± + + + gip,� + + + + Gaultheria shallon Sala! 2-Gal . • S Hydrangea macro h Ila 'Bailmer' 'Endless Summer' 2 al , lb 0 . • • l • • (:::`� + +%MI + + + + + + + �f Physocarpus opulifolius 'Nanus' Little Devil Ninebark 2-Gal 0 Pieris japonica 'Bisbee Dwarf' Bisbee Dwarf Pieris 2-Gal Q Prunus Laurocerasus 'Otto Luyken' Otto Luyken Laurel 2-Gal I TTh 71- A — - Rhododendron 'PJM' PJM Rhody 2-Gal ED Rhododendron 'Ramapo' Ramapo Rhod. 2-Gal TYPICAL HOME LANDSCAPE PLAN O Sarcococca humilis Himalayan sarcococca 2-Gal 1 " = 10'-0" (CHECK SCALE BAR FOR ACCURACY) // 0 Spirea Japonica 'Little Princess' Little Princess Spirea 2-Gal 4 P Syringa patula 'Miss Kim' Miss Kim Lilac 2-Gal \\ , r Viburnum davidii David's Viburnum 2-Gal 1kt 1,1, Ground Cover -�� �� ` \ / Symbol Quantity Scientific Name Common Name Planting Size irr =` plIF •;+;+;+;*; Arcostaphylos uva-ursi Kinnikinnick 1-Gal • ` + ` ` Fragaria chiloensis Beach Strawbery 1-Gal • PLANT SHRUB 1/2"HIGHER THAN DEPTH • + + + + a GROUNDCOVER PLANT. GROWN AT NURSERY. �` GUYING APPARATUS: +•+++++•+, Rubus calycinoides Creeping Bramble 1-Gal CUTBACK, PULL OUT AND DISTURB ALL • FERTILIZE ALL PLANTS WITH APPROVED HEAVY DUTY POLY CHAIN LOCK SEE PLANT LIST `fir CIRCLING ROOTS FROM ANY CONTAINER STARTER FERTILIZER APPLIED AT //� GROWN PLANTS BARK MULCH MANUFACTURER'S SUGGESTED RATES • SCARIFY ROOTBALL OF 8 FOOT,2"ROUND ;:: ::'=;��n:"-:� n/a Lawn Grass TREE STAKES TO BE VERTICAL, t '- '• ' CONTAINER GROWN PLANTS. PRIOR TO LODGEPOLE PINE STAKES, "•:1-•;' ^ ii �� U in.� ��� �� in inn • in BACKFILLING ° PARALLEL, EVEN-TOPPED, v( 2 PER TREE TOPSOIL DEPTH AND UNSCARRED AND DRIVEN INTO I 1-1 I —I III — 7,11N11 � 2"DEPTH BARK MULCH I— EXISTING it, ,1�; UNDISTURBED SUBGRADE 1 v Y MULCH _ _ _ _ 1 TYPE AS SPECIFIED 1 i_ I�III I I- I - 1 /�, FERTILIZE ALL TREES WITH 2"DEPTH BARK MULCH ^ 4"WATERING BASIN SECTION SUBGRADE 1.`1' ,'�/., APPROVED STARTER FERTILIZER SURROUNDING TREE 4"WATERING BASIN APPLIED AT MANUFACTURER'S 7 �\\ f// SURROUNDING PLANT SUGGESTED RATES ✓ FINISH GRADE 1111/ 111 4111 1111 FINISH GRADE e PLANT TREE 1/2"HIGHER THAN DEPTH GROWN AT NURSERY. COMPLETELY REMOVE ALL GROUNDCOVER PLANT BURLAP, GROWBAG,STRING EQUAL immiimme 1 III COMPLETELY REMOVE ALL . - - -I SPACING AS INDICATED _ 12"MIN. AND FOREIGN MATERIALS FROM DISTANCE ON PLANT LIST(TYPICAL) —1 1 1 III= -i 11-1 BURLAP,GROWBAG,STRING —I 0 AND FOREIGN MATERIALS = = THE ROOT BALL. =III= III= FROM THE ROOT BALL. = I- • EDGE OF PLANTER 1 1 1 1 1 1 PLANTING BACKFILL MIX >o� ay� =1 I- _ I— 119 I I I • ••' 1 I I I K 1- -�60° 0 d 4_ �O, C III : —I 1 1 EXISTING SUBGRADE �� I� �I - PLANTING BACKFILL — - — = — - �_ ifill SCARIFY PLANTING PIT WALLS - I—III—III—III —III— T1 1 SCARIFY PLANTING XISTING SUBGRADE 1.5-2 TIMES RO PIT WALLS 1/2 DISTANCE 2 TIMES BALL DIAMETER V SET ROOTBALL ON MOUND PLAN ROOTBALL DIA. SET ROOTBALL ON MOUND OF OF COMPACTED PLANTING COMPACTED PLANTING BACKFILL MIX 4 TIMES ROOT BALL DIAMETER BACKFILL MIX 1 TYPICAL PLANTING DETAILS �, L-2 NO SCALE one inch II IF NORTH 0' 30' 60' 90' 120' NO. DATE REVISION BY REV. prepared for: STATE OF prepared by: ISSUE DATE: 10.14.2020 1 5.2.20 PERMIT SET pd pd WASHINGTON Cherry Court SCALES: Corner 9 Properties, LLC b eccosDes�gn y HORIZONTAL : 1" = 30' LANDSCAPE PLAN 2 10.14.20 add rootbarrier per city comment e-mail 10.13.20 pd pd p �' REGISTERED _ DRAWING: 20321and 3 __ 504 E. Fairhaven L• -=• TECT pPlanning VERTICAL . N/A JOB NO.: 2032 Landscape Architecture and Burlington, WA 98233 p Q � ` Mount Vernon,WA 98273 'W'O' 4 �� _ __ p.360.419.7400 DESIGNED: PD • 5 __ contact: Anna Nelson PATRI ANW f.soo.sos.2o1� SHEET: L-2 uc 6 CERTIFI E NO.793 eccosDesign uuu•eccosdesign.com Anacortes, VVA DRAWN: PD CHECKED: PD permit set all MI WA 611115111111111111 OMB IIIIIIIIII MIIINIIIIIMIIIIIIIIMI LANDED GENTRY HOMES AND COMMUNITIES GENERAL NOTES OWNER: •o a \�� j rJ I I LG ANACORTES, LLC o / I UNDER - LANDED GENTRY DEV., INC. / ��301-----�-� I 504 E. FAIRHAVEN p a //i CV � \ /� /,,, LOT I IBURLINGTON, WA 98233 \1 I 1-(360)-755-9021 �,�� I \ \ // 1 \ s_ I I BUILDINGS: f . \\ \ \ / I RESIDENCE: \ �� // MAIN FLOOR AREA- 1,392 SF a a \\ N. �� \�\ INSTALL C233 AT CONSTRUCTION INLET PROTECTION 1// UPPER FLOOR AREA- 1.903 SF \\ \\ PER C220, BLOCK& I TOTAL FLOOR AREA- 3,295 SF PERIMETER AS /a I I ' 3055 \\ \� NEEDED. GRAVEL FILTER // I GARAGE AREA- 781 SF EXIST I �., `\ TYPE 302.50 RIM /301.8 GRADE -_ ____ -- ---------------- 300.501NV./ EXIST --_---__ SDCB / I I ZONING: [ ----- __ qk = --- _ GRAD ,,, i EXISTI G SANITARY 1�\ -- -- _ --- RESIDENTIAL LOW DENSITY DISTRICT (R-1) " SEW SERVICE LINE--------------- -- ^x-x-x�x- x_x=----- - x_x_x_x_x_x_x_ ----------- ---- Ix-x-x-x x-x_ - - -- - -_=Rx - \� I ---- x_x_x_ ------- _ �- , SETBACKS (MINIMUM): x x_x_x_x_x-x-x �.x-x-x-x_X_X7V . x ._x_x_x_x_x,-x FRONT YARD HOUSE - 20' I I II 10'SIDE YARD �■ BUILDING = SS POC I I - U G 3p,3\ e_6 FRONT YARD GARAGE25' II I2 SETBACK LINE �� "� - SIDE YARD - 10� I -- ��, i / I STREET SIDE YARD - 20' I T SAID COVER ,- J I , I / / ,�03.40 RIM / +/ o • a, , REAR YARD - 20 I I LCHING 8, N , j - 299.47 IN / GRADIENT DISPERSION • a 5' ` I p C121'MU ONSTRUCTIO 'ASDCB , + . e AUXILIARY SIDE YARD - IFT B 5.13.POST C pEpTH �� F IAREA X I SOIL QUALITY AND a �' \\ +/ • 1 I } CHIN '' I HEIGHT: ' �� +/t/ E-Cr} gST-/ C \Oj TH �' / \ / � ; , MAX. ALLOWED: 35' z '� / N SOIL QUALITY AND D 'i 4, /. \ i u I • PROPOSD:UNDER I , TRENCH: TYPE 1 CATCH BASIN ` , / / SD POI \ a 1 305.0 TOP WITH SOLID COVER y /y `�' k `f'f I PARKING: I I N I 303.20 INV.4"0 z W WW I \\ PARKING SPACES PROVIDED= } 302.70 BOTTOM W ://:/ W /' D U 3 IN GARAGE, 3IN DRIVEWAY 'r 305.0 RIM Zn //� `� I j' • 303.201 NV. N W W ; t LOT 2 a 4"OINLET � � WIW AWW ®/I ; I 40.00' �(. l i °a E./ ', 303.36 INV. , I // INSTALL C233 AT_� __ ------ }� 0 ONSITE LID BMP RQ I i _-._ - --- 4"SD i / CONSTRUCTIONe/ PERIMETER AS II ------ ------ 2.00' NEEDED. II ROOF: 40 LF o� . ------ -� I / , " I \ i o 28.57 i _� 16.50' IS _°_ • 'Ws, � oCo_ ,� I (_) LOT COVERAGE ®i "DOWNSPOUT/ a N r i---w P I I 303.40 FS I HOUSE AREA: 2,446 S.F. T03S2D31NV. , I p 3�4 N i I l . PORCH AREA: 135 S.F. 304.50 FS , DECK AREA: 128 S.F. 1 \ I 305.0 FG i 40 LF OF 2'WIDE x 2'DEEP oo pi TEMPORARY 1 ROOF DRAIN D I S P ER I TOTAL AREA: 2,709 S.F. I 306.0 EG a ROOF DRAIN DISPERSION 1a. o o I CONSTRUCTION I » ROA. a I N I 303.29 INV. I TRENCH OVE' 25' TRENCH W MIN 2 0 305.4 FG 4"SD DOWNHILL NO"THERLY. D= I ENTRANCE PER BMP I 307.2 EG II ,S - �I- i " o I ®i . C105(SIZE TO FIT) LOT AREA: 15,404 S.F. COS..-• ® pRIVEWAY ��^��� i �I r I DOWN-GRADIENT PERCENT COVERAGE: 20'REAR YARD II DISPERSION AREA ° 2,709 15,404 = 17.6% BUILDING I I I 303.37 INV. a GARA E a l a ' l ! ►� �� / SETBACK LINE I 4 SD I MAXIMUM ALLOWED = 35.0� I 1 I T, i C[I DRIVEWAY. NONE RQD :a . I ,-n i I Q v II ` '14 I ' I. 9 h R}} ITII I� ( �\ ` aaN I E \ " IT WilliI I 10I\�1 41 Q� W Uj N ICJ '� I Q po I Ica of \ I to a 304.50FS p� 304.30F` I 11 IMPERVIOUS COVERAGE 303.481 NV. il l I o o ` I 4"SD I 11- ' 3s.D53 INV. o , -0.70% ' INLET PROTECTION d \ PERC22O\20, BLOCK &- s.00' , GRAVEL FILTER RESIDENCE: 2,446 S.F. MEI i �, L_-_ _ ��iill. \ I STEPS/WALKWAY: 64 S.F. a I 1 p JTLO6.SI ! LOT 2 � s � COVERED P�TIO: 128 S.F. �� m I \ INSTALLC233AT DRIVEWAY: 838 S.F. PONSTRUCTIONTOTAL: 3,611 S.F. I I COVEREDU I o \ `+ NEEDED. LOT I � o \ a I l <Z- PORCH N I L I I o J� 0 FS=306.50 l y + x 1 o d<i a = I _< -304.30 302.30 W M.\\ \ +� r_ I LO 5,404AS.F. a I TWO STORY II -I 5.001rgH SDCB + PERCENT COVERAGE: SFR "I p \� +N+ ,�� - 3,611 / 15,404 = 23.4% I I e_ " FF=306.75 �\ N 1. MULCHING�TION�`. �+ �� 305.5 MAXIMUM ALLOWED: 48.0% (ID I \ o ; gMp C12 T CQNSIRU TH `� �� EXIST I �� 305.9 FG p 305\ FG o T5 IL pOS ITY AND pEp ��\ \ x�x` GRADE HIGHPOINT I (� SO QUAL ,% x�x` �" a a x I \la, 03.57 INV. a ROOF AREA= 307.1 �G x1 / c `� SD 2,799S.F. P 306fth{:t f°ixV23 - a a GRAPHIC SCALE 25'GARAGE --- i/ _--- 10 0 5 10 20 Ii 1 I ( COS.. 50% 303.84INV. BUILDING -? 33.86' _ 4 SD SETBACK LINE / I - • �\ \\ 306.0 FG Z / _ PROPOSED ;� `� \ \ 308.9 EG 20'BUI ING / I " H PERIMETER 1 \ \ 40.50' SOIL STOCKPILE x I a SET CK LINE / m CONSTRUCTION \ \� 303.631NV. LOCATON FENCE PER BMP 1 4"SD ____�� _______-------- 10' (COVER WITH /// I -�- // Horiz. Scale: 1 Inch = 10 Feet C103 & SIDE YARD PLASTIC DURING / I � a ,-50 ( IN FEET :I \\ \ BMP C121.•MULCHITRUCTION L BUILDING / x a ip \ B 13 POST-CON p DEPTH FLOWLINE STORM EVENTS) / / \� g01L0UALITY AN SETBACK LINE x - \ CHECK DAM PER BMP /// I r// " CHERRY COURT SP o I \\ \\ C207: CHECK DAMS, / I I . ' a I GIBRALTAR MODIFIED \ __ AS NEEDED. I x I g CN \\\ :: - ----------- /, -- li i (3-CAR GARAGE) 0 ', �-- "3 ___ --------------------------- j i i 0 SITE LOCATION Quail Dr x_x xx_x_x_x_xx_X- ------ __ j 306.9 J LANDSCAPE PLAN x xx_�TTTt x 1 _x_x_x_x�x�x�x-+��x�+x•��_x_x_x_x_ x x_x_x_x_x_x_ , x1 "50 - ________-:r_______________________ xj� / EXIST LOT 2 P 135448 - - - - - GRADE 1312.1 4310 CHERRY COURT " "GRIADE ` FENC NG O tvutfish Charters DOWN 9 ANACORTES WA PROPOSED STREAM SIDE OF �PERIMETERSTOCK PILE, PERI CONSTRUCTION I �` FENCE PER BMP C 0 3lo BMP C233 " " JOB NO: PLAT OF "CHERRY COURT" -312 - __-- ____________ ___ �� DESIGNED: LG I ______• 3�4 \`\\. I a 1\ NI. a a ;509I �` Heart Lake R1 DRAWN: il LOT3 \ NN I JODATE: 04/01/2021 N SHEETVICINITY MAP, flIcJ---\ a-F-4- 1 of 2 �, 314 X. NTS 1111, rND OMNI Figure III-3.1.5 Typical Downspout Dispersion Trench Figure 111-3.1.6 Standard Dispersion Trench with Notched Grade Board IMINIMINIIIMI level outlet LANDEDGENTRY etite. Arr4 "�asi.=' PiPeaD HOMES AND COMMUNITIES s.e rb q I.min"'min k.- Flow.second GENERAL NOTES p erp g dispersal trench ° , \__ 1� Pal clean ut Wye/tom ppe ry 0 °°~ 9,. % 4•or s perforated pipeini OWNER: lt.""'° Type Da t a.min n 04412.6.44.t., a„ . N laid flat/level wxsantl rover LG ANACORTES, LLC hJ ai P. pyre 5°•A A UNDER— LANDED GENTRY DEV., INC. � 504 E. FAIRHAVEN - c_ I /=rMlr= �r r� �� _i BURUNGTON, WA 98233 t ._ �. gal �24"min washed rock notched grade gal fluent sppecfs per design 1—(360)-755-9021 board ro.c �7®flm,,,<OSds pertrench) cotd,es tar %. ii ® BUILDINGS: Trench X-Section % A pe,DBwoee 1 %0� ,� Tc RESIDENCE: vm gown°) MAIN FLOOR AREA- 1,392 SF mall cater basin or dean outvye from pipe F"'"'t°other UPPER FLOOR AREA-1.903 SF yard drain branching sB's slope-- Plan ry TOTAL FLOOR AREA-3,295 SF 2'x10' i PP.oD GARAGE AREA- 781 SF level trenches a MO sq a galvanized bolts 15"0C ZONING: r min I'min Type DE max II 20°h`" �z'1f RESIDENTIAL LOW DENSITY DISTRICT(R-1) 4 i I .205n 2 w% QD sgftodoof area fr' �n �' SETBACKS(MINIMUM): french col notched grade !�!��!�y�����% 2'grade FRONT YARD HOUSE— 20' board length 10'par 700 �/�l ��� `�/j board notches so n or roof area tz^min nA pL. FRONT YARD GARAGE— 25' max �'� �`�' Notes: SIDE YARD— 10' � �� ,, This trench shall be constructed so STREET SIDE YARD— 20' + d°fs s to prevent poi[discharge and/or pertaa[e0 pipe as REAR YARD— 20' �/�� laid flat z•xtz' i G 2. Trenches may be placed no closer AUXILIARY SIDE YARD - 5' pressara treated r mot. m g >ii iT than 50 feat m one another o O Plan View of Roof grade board T ;!fir feat along Bowline) HEIGHT: 3 Trench and grade board must be q,%4• clean(_5%fines) level.Align to follow contours of site. MAX. ALLOWED: 35' finer rabic ..FR.post 1t•-X^waned 4 Support post spacing as required by PROPOSED:UNDER rock soil condlhons to ensure grade board Section A-A .,5%max for rowuumrolMat° drains level. Nor TO SCALE quality treatment in rural areas re NOT TO SCALE PARKINPARKINGG: SPACES PROVIDED= IrM:= O rNM Figure III-3.1.6 3 IN GARAGE, 3 IN DRIVEWAY Figure III-3.1.5 Standard Dispersion Trench with Typical Downspout Dispersion Trench — T1� Revised November 20+s Notched Grade Board LOT COVERAGE DEPARTMENT OF DEPARTMENT OF Revised November 2015 ECOLOGY Please see hdpdwww novae gav/cepynghthtn.for capynght mare inducing aerm,,,,one, ECOLOGY Please seehtrpetw,w.ecywa govccopyrighthbni for copynghl notice Including pennssoons, HOUSE AREA: 2,446 S.F. State of washIngton nmdaton of tablet',and dsdaimer State of Washington limitation on'ability,and disclaimer. PORCH AREA: 135 S.F. DECK AREA: 128 S.F TOTAL AREA: 2,709 S.F. LOT AREA: 15,404 S.F. TYP. DOWNSPOUT STD. DISPERSION TRENCH PERCENT COVERAGE DISPERSION TRENCH W/NOTCHED GRADE BOARD2, /15,404= 17.6% MAXIMUM ALLOWED= 35.0% Figure III-3.1.7 Typical Downspout Splashblock Dispersion DISPERSION TRENCH LENGTH - ROOF AREA: 2,799 S.F. /700 X 10' Design Criteria for Splashblocks = 39.99(USE 40.0 L.F.) A typical downspout splashblock is shown in Figure III-3 1.7 Typical Downspout House Splashblock Dispersion(p.464).In general,if the ground is sloped away from the found- LJI_I- • 1L ation and there is adequate vegetation and area for effective dispersion,splashblocks Roof dovatspout serves - I 'J�� IMPERVIOUS COVERAGE will adequately disperse storm runoff If the ground is fairly level,if the structure Includes up to vgg s.r.or roe --If 11- IC a basement,or if foundation drains are proposed,splashblocks with downspout exten- I I -1i-1L 11 Y IC RESIDENCE: 2,446 S.F. sions may be a better choice because the discharge point is moved away from the found- I- 11- Y STEPS/WALKWAY: 64 S.F. shun Downspout extensions can include piping to a splashblock/discharge point a I -It 11 - -IC COVERED PORCH: 135 S.F. I -II i - COVERED PATIO: 128 S.F. considerable distance from the downspout,as long as the runoff can travel through a I - II IL - iE gin_W:AY: $3$ well-vegetated area as described below f I If 11-11 11- IAL: 3,6.11 The following apply to the use of splashblocks - - .I - Y LOT AREA: - — I -IC 15,404 S.F. 1 Maintain a vegetated flowpath of at least 50 feet between the discharge point and I- II- Y PERCENT COVERAGE: any property line,structure,slope steeper than 15%,stream,wetland,lake,or other It II 11 IC 3,611 /15,404- 23.4% impervious surface Sensitive area buffers may count toward flowpath lengths 50.ma.vegetated _==_J=C MAXIMUM ALLOWED: 48.0% 2 A maximum of 700 square feet of roof area may drain to each splashblock flew path — I- IC 3 For purposes of maintaining adequate separation of flows discharged from adla- splosnbmck - - - cent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments,except those associated with sheet flow _ GRAPHIC SCALE from a non-native pervious surface Downspout...on 10 0 5 10 20 4 Place a splashblock ora pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep)at each downspout discharge point • - • ) 5 No erosion or flooding of downstream properties may result s FEET Splashblock Hartz. ScScmle: > Inch = 10 Feet 6 Have a geotechnical engineer ora licensed geologist,hydrogeologlst,or engin- eering geologist evaluate runoff discharged towards landslide hazard areas Do CHERRY COURT SP not place Splashblocks on or above slopes greater than 15%or above erosion haz- f��r♦I► and areas without evaluation by a professional engineer with geotechnical expert- Vim— GIBRALTAR MODIFIED Ise ora licensed geologist,hydrogeologist,or engineering geologist,and approval (3-CAR GARAGE) by the Local Plan Approval Authonty 7 For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas This requirement may be waived if site topo- NOT TO SCALE LANDSCAPE CPLAN graphy clearly prohibits flows from intersecting the dralnfleld or where site con- LOT 2-P135448 dlhons(soil permeability,distance between systems,etc)indicate that this is V unnecessary Figure III-3.1.7 4310 CHERRY COURT eigg Typical Downspout Splashblock Dispersion ANACORTES,WA DEPARTMENT OF Revised December 2015 ECOLOGYplease see hitp:/Avww.ecywe goy/copyright html for copyright notios including permissions, State of Washington limitation of liability,and disclaimer. JOB NO: PLAT OF"CHERRY COURT" DESIGNED: LG DRAWN: TYP. DOWNSPOUT DATE 04/01/2021 SPASHBLOCK CRITERIA SPASHBLOCK DISPERSION SHEET 2 of 2 YARD DRAIN TO BE INSTALLED ON - IOT 2 (WITH FUTURE HOUS SITE): SOUTH END OF EX 1 STORM STUB 11 78' X 16.5' X_0.67' DEEP YARD DRAIN TO BE INSTALLED ON TO LOT 1. YARD BASIN TO CONTAIN- N DRAINROCK FILLED ROOF DRAIN I SW END bF EX STORM STUB TO 7t5 LF LOT 6. YARD BASIN TO CONTAIN AN NFILTRATION SYSTEM W AN UPTURNED 4" ELBOW WITH TOP � I / UPTURNED 4" ELBOW WITH TOP OF RISER SET TOP OF DRAINROCK c 4" PERFORATED PIPE. BOTTOM OF Q ELEVATION FOR OVERLOW NORTHERLY OF RISER SET V TOP OF FROM LOT 1 INFILTRATION SYSTEM , W1 DRAINROCK TO BE 1.5' MAX DRAINROCK ELEVATION FOR OVERLOW 1 �1; BELOW EXISTING GROUND SEE SHEET 2 NORTHEASTERLY FROM LOT 6 �� FOR INFILTRATION TRENCH (CROSS- INFILTRATON SYSTEM 1•�..I? ��. SECTION DETAIL __f__4 _____ ORCHARD AYE.`' GUEST PARKI, STALLS ArillffilliM' `!— — EX FENCE LOT 1 (WITH FUTURE HOUSE �.;.r����,. - - ' - PERF—SD 5� — — — — i— — y,,,,y.sssss/ SITE): 108' X 16.5' X 0.67' DEEP �..1��1 — — _ m� , DRAINROCK FILLED ROOF DRAIN ������ -� ikt:•;:. Al OVERALL OF COMPLIANCE / % EX SHOP INFILTRATION SYSTEM W/ LOT (CONTROL STRUCTURE) EX. 100 LF 4" PERFORATED PIPE. 1 c� I BOTTOM OF DRAINROCK TO BE I II I 11 I 1.5' MAX BELOW EXISTING '` o ONSITE LID BMP RQMTS GROUND.. SEE SHEET 2 FOR N .I ROOF: INFIL TRENCH ON LOT 6 ` I I INFILTRATION TRENCH CROSS- w NORTH SIDE OF SITE I I� 11 1 SECTION DETAIL a (SEE NOTE) LNSITE LID BMP RQMTS ROOF: INFIL TRENCH 0 • DRIVEWAY: RUNOFF FROM I NORTH SIDE OF SITE 1 Zf r/4,///��������/' `� ggi DW SURFACE TO BE I N I I (SEE NOTE) I I EX• CT' ''""""/////SHEET FLOW DISPERSED �� OVER 50' MIN DOWN- ii - I DRIVEWAY: NONE RQD I �� J ' GRADIENT DISPERSION EX. — I �' OVERHEAD AREA EASE EASEME. LOCATION OF 1O' \\ l / r AF 8104100027 POWER • LOT 2 A r oli I 0 t ' ONSITE LID BMP RQMt .11=®®�: o ROOF: 40 LF I "DOWNSPOUT/ I * I ROOF DRAIN DISPER I TRENCH" W/ MIN 251 RO^ 0 ROW I LOT 5 DOWN-GRADIENT /ONSITE LID BMP RQMTS 1 DISPERSION AREA \ /HOUSE ROOF: 67 LF "ROOF DRAIN DRIVEWAY: NONE RQD , I ,/ DOWNRGIRAD ON ENTND SPERSION AREA MIN 50' P-32081 �N! GARAGE/SHOP ROOF: 17 LF "ROOF E I DRAIN DISPERSION TRENCH" W/ MI SEE SHEET 2 FOR TYPICAL 25' DOWN-GRADIENT DISPERSION A-EA DOWNSP9OUT DISPERSION TRENCH - - - - DRIVEWAY: NONE RQD _ I Iair - - - - - - REFER TO DRAINAGE REPORT ; o LOT 3 o LOT 4 I PREPARED BY RAVNIK AND ONSITE LID BMP RQMTS ONSITE LID BMP RQMTS ASSOCIATES (DATED JANUARY 2021) aROOF: NONE RQD ROOF: 54 LF "ROOF DRAIN FOR DRAINAGE SPECIFICS DRIVEWAY: NONE RQD I DISPERSION TRENCH" W/ MIN 50' I DOWN-GRADIENT DISPERSION AREA DRIVEWAY: NONE RQD L_ PERF—SD PERF—SD II e , ; ., ' LOT 19 SHEET TIRE DRAWING NO. SHEET DESCRIP110N: Ravnik & Associates, Inc. SCALE: 1•_60' CHERRY COURT 19013SITE.ASB.DWG CIVIL ENGINEERING & LAND-USE PLANNING DRAWN BY: SHORT PLAT JOB NO. I ONSITE LID BMP 190 I633 LINDAMOOD LANE/P.O.BOX 361 FOR 19013 / \ BURLINGT.2048 WA 98233 EXHIBIT CORNER 9 PROPERTIES, LLC SHEET NO. PH:(360)70 FAX:(360)707.2216 CHECKED BY: 1 OF 2 DATED 03.31.21 SW 1/4 SECTION 25, T. 35 N., R. 1 E., W.M. Ieve oU1Ie1 Y min, ArR.7E_/'i7.:;:.e y; rt ..`14.: 18"min. ':Ir;_ = ~. .Eor r....■ : 4 er1.pips 26,rr, .•`ntl'•41i4% 1 "-;;;;(2REFER TO LID BMP DRAINAGE 1-0— 24 min, H washed rock EXHIBIT SHEET 1 FOR PROPOSED LENGTHS OF TRENCHES WHICH ARE BASED ON HOUSE AREA I lPROPOSED INFILTRATION SYSTEM I Trench X-Section (ROOF DRAINS/CLEAN WATER ONLYSI TRENCH CAN BE BUILT IN FILL I small ostih basin or WITH GUIDANCE FROM THE yard drain PROJECT GEOTECH AND FILL I slops—,..- BELOW IS PLACED AS REQUIRED I CONSTRUCT TRENCH FOR BY THE 2014 DOE MANUAL PERFORATED PIPE, SEE THIS _ TRENCH BOTTOM TO BE 2" BELOW Z X iY PIPE INVERT. ENTIRE TRENCH TO level ranches BE FILLED WITH FREE DRAINING 5 700 sq.ft. GRANULAR MATERIAL SUCH AS FILTER FABRIC COMPACTED FILL BUCKSHOT, PEA GRAVEL, DRAIN Type 1 CB AND SIDES I ROCK, OR CLEAN FREE—DRAINING TOPop/F TF TRENCH �� GRAVEL HAVING A MINIMUM 30% _ VOIDS. a 70t3 sq.-ft. standard disgust-on . -- hem— trench%I notched gads EX. GROUND V board length 17 par NO LOT 1 (FOR 4,266 SF HOUSE i w•w���W ��„Ap�Ak� / I sq.I AP roof lllr l AREA) DOWNSPOUT INFILTRATION 12-1 . i 4-dprg r SYSTEM IS ESTIMATED TO �� �� +. u..;�...�. 3 MIN BE 108' LONG x 21' WIDE x ;..�... 8" DEPTH OF DRAINROCK (OR !ice�~•-,�-r-sow EQUAL FOOTPRINT) : _� _� _� .. _., LO (FOR POU F ROOF Plan View o , Roof AREA) DOWNSPOUT INFILTRATION 4" PERFORATED 4- ff��ii SYSTEM IS ESTIMATED TO STORM DRAIN CONNECTED RESTRICTIVE SOIL BE 78' LONG x 20' WIDE x TO YARD DRAIN WITH 4" RISER LAYER 41"-54" PER 8" DEPTH OF DRAINROCK OR OUTLET TO CHERRY COURT STORM REFER THE 2014 DOE ( SYSTEM. TOP OF RISER OUTLET SPICHER SOIL TEST PITS STORMWATER MANUAL VOLUME 3, EQUAL FOOTPRINT) TO BE = TOP OF DRAINROCK 1 CHAPTER 3.1,2 FOR ADDMONAL 1 INFORMATION NOT TO SCALE DOWNSPOUT/ROOF DRAIN INFILTRATION SYSTEMS TO BE CONSTRUCTED AT THE TIME OF Figure II I_3.1 .5 HOUSE CONSTRUCTION ON LOTS 1 AND 6 AS NOTED WITHIN THE LOT 1 AND 6 Typical Downspout Dispersion Trench POST CONSTRUCTION DRAINAGE REPORT Revised� � D1 DOWNSPOUT/ROOF DRAIN DEPARTMENT OF INFILTRATION SYSTEM 5 ECOLOGState of ton on Pleasepjl 'ty, . 3 r p ign rcopyrightnoticeindudirgpermissions, NTS DOWNSPOUT (ROOF DRAIN) DISPERSION TRENCH DOE BMP T5.10B N TS SHEET TITLE: DRAWING NO. SHEET DESCRIP11ON: Ravnik & Associates, Inc. SCALE; NTS CHERRY COURT 19o13SITE.ASB.DWIG CIVIL ENGINEERING & LAND-USE PLANNING DRAM BY: SHORT PLAT JOB NO. ONSITE LID BMP 1633 LINDAMOOD LANE/P.O.BOX 361 FOR 19013 BURLINOTON,WA 98233 CORNER 9 PROPERTIES, LLC SHEET NO. DETAIL EXHIBIT PH:(360)70INGT FAX:(360)707.2216 CHECKED BY: 2 OF 2 DAZE 03.31.21 SW 1/4 SECTION 25, T. 35 N., R. 1 E., W.M. 03.31.21 Model House Site Basins 1-6: Total Impery Total Pery I Total Imp+ Pery Required roof downspout(DS) connection LOT Lot area Roof Area Onsite LID Driveway Onsite LID Allowed Lawn (Pasture) to either infiltration trench or Disp Trench # (sf) (ac) (sf) (ac) BMP notes for Roof Downspouts: (sf) (ac) notes for DW: (ac) (sf) (sf) (ac) (sf) (ac) as noted below 1-Custom 16969 0.39 4266 0.10 House Roof Infil Sys (108x21x0.67)* 837 0.02 Disp 50' 0.12 5103 11866 0.27 16969 0.39 DS to 108 If x 21 ft x 0.67 ft deep drainrock filled trench 2-Mod 2323 15404 0.35 2799 0.06 House Roof DS Disp over 25' 989 0.02 None rqd 0.09 3788 11616 0.27 15404 0.35 DS to 40 LF Typical Disp Trench 3-Mod 2411 16682 0.38 3760 0.09 None rqd 1430 0.03 None rqd 0.12 5190 11492 0.26 16682 0.38 None rqd 4-Mod 2411 20524 0.47 3760 0.09 House Roof DS Disp over 50' 2658 0.06 Disp 25' 0.15 6418 14106 0.32 20524 0.47 DS to 54 LF Typical Disp Trench 5-Custom 27799 0.64 4659 0.10 House Roof DS Disp over 50' 3025 0.07 None rqd 0.12 5227 18954 0.44 27799 0.64 DS to 67 LF Typical Disp Trench 1161 0.02 Garage/Shop DS Roof Disp over 25' incl in above DS to 17 LF Typical Disp Trench 6-Mod 2323 15272 0.35 4494 0.10 House Roof Infil Sys (78x 20x0.67)** 807 0.02 Disp 50' 0.12 5301 9971 0.23 15272 0.35 DS to 78 If x 20 ft x 0.67 ft deep drainrock filled trench Totals 2.59 23738 0.54 9746 0.22 0.71 31027 78005 1.79 2.59 Roof Lots 1-6 *Assuming 1=0.027 in/hr Driveway Lots 1-6 Roof+ Driveway Lawn Total Lot 1-6 Imp+ Pery Downspout dispersion trench per DOE Detail **Assuming 1=0.040 in/hr