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APPROVED ENG BLD PLN RESUB3 BLD2023-1125+Site_& BLDG Plan+6.3.2024_8.43.04_AM+4295458SYMBOL LEGEND CLEARING LIMITS/PROJECT LIMIT LINE ---- PROPERTY LINE EXISTING FENCE LINE --- EXISTING CONTOUR LINE ---- PROPOSED CONTOUR LINE -� SILT FENCE •'� TREE PROTECTION FENCE TOp OF ��OpE ALDERWOOD LANDSCAPE ARCHITECTURE CONSTRUCTION LOT COVERAGE CALCULATIONS: EXISTING HOUSE FOOTPRINT - 4,300 SQ. FT. EXISTING SHEDS FOOTPRINT - 315 SQ. FT. EXISTING DECKS - 1,242 SQ. FT TOTAL STRUCTURAL LOT COVERAGE - 5,047 SQ. FT. IMPERVIOUS SURFACE CALCULATIONS: TO REMAIN ELEMENTS: (CURRENTLY `-1NA0ED BY EXISTING DRAINAGE SYSTEMS) EXIST. HOUSE FOOTPRINT- 4,568 SQ.FT. (INCLUDES EAVES) EXIST. SHEDS FOOTPRINT - 445 SQ. FT. (INCLUDES EAVE5) EXISTING DECKS - 1,242 SQ. FT. EXISTING DRIVEWAY - 1,200 SQ. FT. EXISTING PAVERS PATIO - (332 SQ. FT. (TO BE RE-ROUTED TO PROPOSED DISPERSION TRENCH) TO BE REMOVED ELEMENTS: (CURRENTLY MANAGED BY EXISTING DRAINAGE SYSTE"IS) EXISTING PAVERS - 58 SQ. FT. EXISTING GRAVEL - 28 SQ. FT. EXISTING BOULDER STEPS - 28 SQ. FT. TOTAL EXISTING IMPERVIOUS SURFACES MANAGED BY EXISTING DRAINAGE - 8,221 SQ. FT. PROPOSED ELEMENTS: (MANAGED BY PROP05ED DRAINAGE TIED INTO EXISTING 5Y5TE1"15) PROPOSED PAVERS - 291 SQ. FT. PROPOSED BOULDER STEPS- 78 SQ. FT. PROPOSED WATER FEATURE- 143 SQ. FT. (INCLUDES HOT TUB AREA) PROPOSED FLAGSTONE- 83 SQ. FT. PROPOSED SPA- 55 SQ. FT. TOTAL ADDED IMPERVIOUS SURFACES - 530 SQ. FT. TOTAL REPLACED IMPERVIOUS SURFACES - 114 SQ. FT. TOTAL PROPOSED IMPERVIOUS SURFACES MANAGED BY EXISTING DRAINAGE - 8,125 SQ. FT. PROJECT LIMIT LINELW10Z EXISTING TREE E T. ORNAMENTAL GRASS (TYP.) - - • SPECIMEN PLANTING (TYP.)� - - flh7rvE — y D o s E E P FLAGSTONE PATH a _cif AL — —/ IL O �I PAVER PATH — SINOLE - FALL * Ol ^ 1 _ WATER FEATURE ° O _—CONIFER TREE — ° O ° eO D DECIDUOUS TREE TREE REMOVAL SYMBOL GRAVEL PATH v• — aiz 5r ------- BENCH ROCK — MULCH / PLANTING BED °o BRIDGE ROCK — — •C'-C' CONCRETE CURBING — o \ LANDSCAPE BOULDER- - -. . 4 • o � O' .. � _ A SYMBOL �EGEINID SCALE: NT5 O HRU CI ... HRU a RHO I OD"yo F 6% ,J) �� CLEARING LIMIT/PROJECT LIMIT LINE PROPOSED SILT FENCE PROJECT ACCESS AND STAGING EXISTING PAVER PATHWAY EXISTING BOULDER STEPS EXISTING GRAVEL PATHWAY EXISTING DECK STEPS DATUM POINT AT MANHOLE LID jzsr�.�N�.� �XTSTINC� GbN�ITTOT(S SITS f'L�1'IY - I CRITICAL AREAS - 4" HDPE 1000 SDR #17 =1 DRAIN PIPE 240FT TO TOE OF SLOPE BURLINOTON TYPE CATCH BASIN I METAL CULVERT PIPES 1 II EXISTING DRAIN PIPES I -DOWNSPOUT I DRAIN I ' EXISTING GAS DECID SHRUB SHRUB r ENTORY N EXISTING ELECTRIC . TREE INV • _ID � / I EXISTING WATER S R B ` Tree # Species Diameter (Breast Height) Dripline (Radius) � • � _ J � � • _��� \ I � I ��,:: ... C�/IGTII� IG /' it ICI C DECID' SHRUB v u-lul ntUUL)LbUrd 111encle5il 24" 14' I 0102 Pseudotsuga menziesii 18" 11' DECI SHRUB r J r _ c A R A G E I 0103 Pseudotsuga menziesii 12" 14' ELECTRICAL VAULT / 0104 Pseudotsuga menziesii 14" 15' 0� O 0105 Pseudotsuga menziesii 24" 14' 0106 Picea pungens 15" 11 X DEC 0107 Picea pungens 24" 15' "t / At SHR B Chamaecyparis �pQ, � IL 0108 nootkatensis 10" 9' a \ licata 0109 Thu j p � 11" 20' ss WATER METER - — 0110 Prunus 8" 12' \ s \ � 0111 Thuja plicata g" 10' Chamaecyparis \S 0112 nootkatensis 12" 10' S\ 0113 Prunus 8" 7' ss \ sS QD 0114 Betula papyrifera 16" 14' SS\ STATE OF ^L��/O' 2.5' 4' S' 8' 10' BACKY,arR1D 1DET,arIL)��FUL-L- 0115 Pseudotsuga menziesii 21" 16' WASHINGTON LICENSED `' `• `' o' io' SITE PLAIN i6' 20' s2� 40' LANDSCAPE ARCHITECT '� SCALE: 1/4" _ 1'-0° ��4•" _ 1'_O'� 0116 Pseudotsuga menziesii 21" 15' � 0117 Pseudotsuga menziesii 30" 13' SCALE: 1/8" - 1'-0" " _ 1�-0" --------------- BRYAN NAVARRO E I 0118 Betula papyrifera g" 9' � LICENSE N0. 22004513 EXPIRES ON 11/06/2025 This landscape Ian is the property of Alderwood Landscaping Incorporated Alderwood . The use of this Ian in whole or in art without the express written permission of Alderwood P P P P 'h' P 9 P ( ) P P P P 41 I r, is prohibited. Re roduction of this document is strict) limited to Alderwood 's own use and distribution. P P Y This Ian was created for the design -build P 9 use of Alderwood. As such Alderwood shall not be responsible for creation installation or maintenance of an art of these plans b an individuals or companies other than Alderwood. An deviation from P YP P Y Y P Y the aforementioned statement must be certified in writingwith Alderwood. This Ian was created based on information and measurements acquired from others and/or site visits. It is the responsibility of the contractor to verify measurements and locations in the field prior to construction. An revisions necessary or otherwise shall be approved P G P t'Y 'h' P Y Y PP b Alderwood's Landsca e Architect prior to completion. Y P P P This drawing shall not be considered in anyway to be a legal survey and Alderwood shall not be held responsible 9 Y Y 9 Y P for errors omissions or revisions made b an other company. Y Y For all work completed outside the scope of Alderwood's construction contracts it shall be the sole responsibility of the applicable contractor to obtain all necessary permits. © ALDERWOOD LANDSCAPING 2023 3055 11 2 T H A V E NE - B L D O. B- S U I T E 102 — -- — — - -• -• --- -• I••- - BELLEVUE, WA JEANN1E <EWICZ-BROOKS toll free: � S30S OLYMPIC VIEW DR, EDMIONDS, WA 08020 SC.gLEs VA 5•8• ,a,LYSSA A. SHANNON V. RYA MI. BRYAN N. >8roro.4ro7.8208 = � � � 1 of 5 PERMIIT 310.344.(5544 i, ALDERWOOD PROJECT LIMIT LINE EXISTING TREE LANDSCAPE ARCHITECTURE CONSTRUCTION E T. - ORNAMENTAL GRASS (TYP.) GENERAL NOTES: E.G. ,,J TP 'i rj...00�­rjN — ,� • SPECIMEN PLANTING (TYP.)/ — H a T r V E • NO EXISTING CITY UTILITIES WILL BE AFFECTED I 'i :� 4t y D\if o s E E D AL FLAGSTONE PATH "IN9 OT COVERAGE CALCULATIONS: EXISTING HOUSE FOOTPRINT - 4,300 SQ. FT. EXISTING SHEDS FOOTPRINT - 315 SQ. FT. EXISTING DECKS - 1,242 SQ. FT TOTAL STRUCTURAL LOT COVERAGE - 5,047 SQ. FT. 1PERVIOUS SURFACE CALCULATIONS: 0 REMAIN ELEMENTS: CURRENTLY `MANAGED BY EXISTING DRAINAGE SYSTEMS) EXIST. HOUSE FOOTPRINT- 4,588 SQ.FT. (INCLUDES EAVES) EXIST. SHEDS FOOTPRINT - 445 SQ. FT. (INCLUDES EAVE5) EXISTING DECKS - 1,242 SQ. FT. EXISTING DRIVEWAY - 1,200 SQ. FT. EXISTING PAVERS PATIO - (332 SQ. FT. (TO BE RE-ROUTED TO PROPOSED DISPERSION TRENCH) 0 BE REMOVED ELEMENTS: URRENTLY MANAGED BY EXISTING DRAINAGE SYSTE"IS) EXISTING PAVERS - 58 SQ. FT. EXISTING GRAVEL - 28 SQ. FT. EXISTING BOULDER STEPS - 28 SQ. FT. OTAL EXISTING IMPERVIOUS SURFACES IANAGED BY EXISTING DRAINAGE - 8,221 SQ. FT. ROPOSED ELEMENTS: MANAGED BY PROPO5ED DRAINAGE TIED INTO EXISTING 5Y57EM-15) PROPOSED PAVERS - 201 SQ. FT. PROPOSED BOULDER STEPS- 78 SQ. FT. PROPOSED WATER FEATURE- 143 SQ. FT. (INCLUDES HOT TUB AREA) PROPOSED FLAGSTONE- 83 SQ. FT. PROPOSED SPA- 55 SQ. FT. TOTAL ADDED IMPERVIOUS SURFACES - 5.30 SQ. FT. TOTAL REPLACED IMPERVIOUS SURFACES - 114 SQ. FT. OTAL PROPOSED IMPERVIOUS SURFACES IANAGED BY EXISTING DRAINAGE - 8,125 SQ. FT. PAVER PATH • ,ALL DELIVERY AND H,4UL OFF TRUCKS TO REMAIN ON EXISTING DRIVEWAY, STABILIZED CONSTRUCTION — — — — O� — — -- SINGLE - FALL ENTRANCE SHOULD NOT BE REQUIRED UNLESS SPECIFIED BY ONSITE INSPECTOR _ _ — — — — — — WATER FEATURE — —— �coNIFER-\i% • ANY DISTURBED SOILS NOT UNDER CURRENT CONSTRUCTION WILL BE COVERED WITH PLASTIC AND ALL DEODuous TREE off, D DISTURBED AREAS TO BE COMPOST AI" II" (ENDED PER 2022 SWI" IMWW BI" IP T.5.13 TREE REMOVAL SYMBOL a'-- - • ALL NECESSARY BMP'S ARE TO BE USED TO REDUCE EROSION AS MUCH AS POSSIBLE, INCLUDING SILT FENCE - GRAVEL PATH ' d • e,a AND FILTER SOCKS ON ANY CATCH BASINS DOWNSTREAM OF DISTURBANCE- 41 a BENCH ROCK • NO SOILS OR MATERIALS ARE TO BE STOCKPILED FOR MORE THAN 12 HOURS _ -- — _ — _— — - — -- INSTALL M IN ALL TESC MEASURES ACCORDING TO APPROVED PLANS AND CITY OF EDMONDS — — — — — — — — — — — — — — — — — — MULCH / PLANTING BED' NSTA AND A NTA BRIDGE ROCK STANDARD DETAILS CONCRETE CURBING . FILTER SOCKS SHALL BE ADDED TO ANY CATCH BASINS WITHIN OR DOWNSTREAM OF THE AREA OF— _ .o_o _— o LANDSCAPE BOULDER � •:-:.4:.:::.. o ° °' o.. � DISTURBANCE. THIS INCLUDES ANY NEW CATCH BASINS THAT ARE INSTALLED WITH THE PROJECT. SEE — — — _ DETAILS PAGE FOR CITY STANDARD DETAIL ER-902 :'.•:' • MANAGER RESPONSIBLE FOR PREP AND MAINTENANCE OF CSWPPP: JOHNNY CLEARING LIMIT/PROJECT LIMIT LINE A SYMBOL LEGEND SCALE: NTS �� ox - - — — — — — — Too of S�ooE — — — — — — — — _ PROPOSED SILT FENCE .:.;:..< ECI- V REWORK .AND REPAIR CURVILINEAR HRU - �:��: ;�.•.�'• ;>;�:®�<•�o. •�F,Bo_,.. , w,by�.. LAWN AREA TO TIE INTO PROPOSED: HRU ' ��-•�1 EXISTING HOT TUB V INSTALL SPECIMEN TREES, LAYERED °"e X I s T I HOSE BIB Eas + CONTAINER PLANTINGS, ORNAMENTAL �� �I U 0 0. °o ° + 180 -11 a 0 +1822-6 O.0. ° o° °o ° o o°o o ♦ f� ham' 1 kF • '-1 E.G. E.G. RHODY • 6 % GRASSES ,AND LARGE LANDSCAPE BOULDERS TO PLANTING BEDS PROJECT .ACCESS AND STAGING INSTALL PAVER WALKWAY WITH NATURAL BOULDER STAIRS AS CONNECTION BETWEEN UPPER .AND LOWER YARD ,AREAS INSTALL FLAGSTONE STEPPING STONE PATHWAY PROPOSED LOCATION FOR ON -GRADE HOT TUB (455 GALLON CAPACITY) WITH SI"IARTOP SAFETY COVER 1. EXISTINg DiC''K . •. \ ally II ■ - ���� In E X757"I 1'(9 I*1 EX ISTI'N5 m aV E)C yaTln D R I V E w a — _ �B - PROPOSED SEWER -- CLEANOUT FOR HOT TUB IN BATHROOM v I I PROPOSED° M LTI-F LL WATER FEATURE N � WITH NATURAL BOULDER BRIDGE ROCK alga °E • • �'�•"``�'•��'��••'`•'•``• o O ' + 181-4 RH AND VANISHING POND 00 + 183 4 - . 1 o TREE INVENTORY _ + 176-11" Species Diameter Breast Height) Dri line(Radius)o, Tree # p g ) p o - 6 0101 Pseudotsuga menziesii 24" 14' ECID I Pseudotsuga menziesii � ''•��•�> •'' 0102 g 18" 11' see 3w F` HY 0103 Pseudotsuga menziesii 12" 14' 8 � � + 7-4' E.G. HYDR ECID 0104 Pseudotsuga menziesii 14" 15' 41Pr 3„I �L HYDR ECID �% Oel I I I •G• DECID. HYDR 0105 Pseudotsuga menziesii 24 14 j ZAL HRUB E.G. AZAL J T 7—T— 0106 Picea pungens 15" 15' ° DECID. S B E.G. / 0107 Picea pungens 24" 15' G SHRUB PIERIS J. ••�.; a - O npsris �02PL 10" 9' 0108 nootkate �g4 G "nle 0109 Thuja plicata 11" 20' RHO Y 0110 Prunus 8" 12'R ' 0111 Thuja plicata 811 101 Chamaecyparis N, 0112 nootkatensis 12" 10' A s S 0113 Prunus 8" 7' � 0114 REMOVED Betula papyrifera 16" 14' SS\SS , T-,o. °���� u S DATUM POINT AT MANHOLE LID 0115 Pseudotsuga menziesii 2111 161 \ SS 0116 Pseudotsuga menziesii 21" 15' \SS\ � s 0117 Pseudotsuga menziesii 30" 13' S\� STATE OF WASHINGTON ^L��/BAC NrARD DETAIL 2.5' 4' S' 8' 0118 Betula papyrifera 8" 9' LA FULL SITE PLAN LICENSED o' ,O' ,6' 20' 32, 40' LANDSCAPE ARCHITECT 1/41,_011 0119 Replacement Betula papyrifera 1•5" N/A 2 SCALE: 1/8" - 1'-O" -------------- 0120 Replacement Acer palmatum 1.511 N/ALICENS1�1�0" - 1'-O" BRYAN NAVARRO E�I EXPIRESENO. 22004513 ON 11/0 /2025 pl I 0121 Replacement Acer palmatum 1,5n N/A This landscape Ian is the property of Alderwood Landscaping Incorporated Alderwood . The use of this Ian in whole or in art without the express written permission of Alderwood is prohibited. Re roduction of this document is strict) limited to Alderwood 's own use and distribution. This Ian was created for the design -build use of Alderwood. As such Alderwood shall not be responsible for creation installation or maintenance of an art of these plans b an individuals or companies other than Alderwood. An deviation from the aforementioned P P P P 'h' P 9 P ( ) P P P P P P Y P 9 � P YP P Y Y P Y statement must be certified in writingwith Alderwood. This Ian was created based on information and measurements acquired from others and/or site visits. It is the responsibility of the contractor to verify measurements and locations in the field prior to construction. An revisions necessary or otherwise shall be approved b Alderwood's Landsca e Architect prior to completion. This drawing shall not be considered in anyway to be a legal survey and Alderwood shall not be held responsible for errors omissions or revisions made b an other company. P G P t'Y 'h' P Y Y PP Y P P P 9 Y Y 9 Y P Y Y For all work completed outside the scope of Alderwood's construction contracts it shall be the sole responsibility of the applicable contractor to obtain all necessary permits. 11111111 © ALDERWOOD LANDSCAPING 2023 3055 11 2 T H A V E NE - B L D G. B- SUITE 1 O 2-11 --— — — —— • BELLEVUE, WA JEANNIE <EWICZ-BROOKS toll free: 0300 OLYMPIC VIEW DR, EDI" IONDS, WA 0802SC/ALES VA 0 RY 5•8•ALYSSA A. SHANNON V. RYAN I\ I. BRYAN N. 310.344.8544 2 of 5 I�ERI"IIT rA-1 F. f e-.� 1 ----- — WTOZ A D RWOOD PROJECT LIMIT LINE LANDSCAPE ARCHITECTURE .OT COVERAGE CALCULATIONS: EXISTING HOUSE FOOTPRINT - 4,300 SQ. FT. EXISTING SHEDS FOOTPRINT - 315 SQ. FT. EXISTING DECKS - 1,242 SQ. FT TOTAL STRUCTURAL LOT COVERAGE - 5,047 SQ. FT. V IGCI'li'tll�l CLCI'ICI�I I �: ;CURRENTLY MANAGED BY EXISTING DRAINAGE SYSTEMS) EXIST. HOUSE FOOTPRINT- 4,588 SQ.FT. (INCLUDES EAVE EXIST. SHEDS FOOTPRINT - 445 SQ. FT. (INCLUDES EAVE= EXISTING DECKS - 1,242 SQ. FT. EXISTING DRIVEWAY - 1,200 SQ. FT. EXISTING PAVERS PATIO - 0332 Sa. FT. (TO BE RE-ROUTED TO PROPOSED DISPERSION TRENCH) -0 BE REMOVED ELEMENTS: CURRENTLY "1ANAGED BY EXISTING DRAINAGE SYSTEMS) EXISTING PAVERS - 58 SQ. FT. EXISTING GRAVEL - 28 SQ. FT, EXISTING BOULDER STEPS - 28 SQ. FT. -OTAL EXISTING IMPERVIOUS SURFACES 1ANAGED BY EXISTING DRAINAGE - 8,22-1 SQ. FT. PROPOSED ELEMENTS: ;MANAGED BY PROPOSED DRAINAGE TIED INTO EXISTING SYSTEMS) PROPOSED PAVERS - 201 SQ. FT. PROPOSED BOULDER STEPS- 78 SQ. FT. PROPOSED WATER FEATURE- 143 SQ. FT. (INCLUDES HOT TUB AREA) PROPOSED FLAGSTONE- 83 SQ. FT. PROPOSED SPA- 55 Sa. FT. TOTAL ADDED IMPERVIOUS SURFACES - 530 SQ. FT. TOTAL REPLACED IMPERVIOUS SURFACES - 114 SCQ. FT. -OTAL PROPOSED IMPERVIOUS SURFACES r. III I V. LIGV— I / J.0 I" ,L 4" Perf. PVC Pipe Drain 37 ft @ 5% TI i f\ I n 9 /� I A I° I — EXISTING TREE T. CONSTRUCTION - ORNAMENTAL GRASS (TYP.) E - E.G. — ��� � ,� • SPECIMEN PLANTING (TYP.)_ - - N a T 7 V E - D J S E E 1, FLAGSTONE PATH — IL O ^ �I PAVER PATH I ------ SINGLE - FALL l 1 — SYI"IBOL LEGEND WATER FEATURE O\`/J — CONIFER TREE ° O _di_ • 10 CLEARING LIMITS/PROJECT LIMIT LINE DECIDUOUS TREE TREE REMOVAL SYMBOL - - - - - - — PROPERTY LINE GRAVEL PATH 41 — ° 0. o aR p. BENCH ROCK EXISTING FENCE LINE +o-a' '': — MULCH / PLANTING BEDS BRIDGE ROCK - -- EXISTING CONTOUR LINE ° N.•; ` I � , � � "' ' 4 •' ` CONCRETE CURBING — _ � ° ^ o' \ ' +"':.�".•�•' '•• LANDSCAPE BOULDER- ---- PROPOSED CONTOUR LINE SILT FENCE ------ _ A SYMBOL LEGEND _ _ + 183'-Z" ' .�xrsTrNc� v � R 0 o°o O� ®O 0 0 T. 0 4'_ o�o > If.� r N oN s EXISTING 4" HDPE 1000 SDR #17 DRAIN PIPE 240FT TO TOE OF SLOPE EXISTING BURLIN07ON TYPE CATCH BASIN (NEW SYSTEM TO CONNECT HERE) EXISTING METAL CULVERT PIPES (NO PROPOSED DRAINAGE TO TIE INTO DETENTION PIPE) PROPOSED CURTAIN DRAIN AS PER GEOTECH. RECOMMENDATIONS PROPOSED WALL DRAIN 4" PERFORATED PVC PIPE PROPOSED WATER FEATURE OVERFLOW EXISTING DRAIN LINES EXISTING DOWNSPOUT DRAIN (TYP) )Z4 5 1) )z Areo"'O"' zor STOjzMtivA'7�JZ Djt�l'IN�1-C�4 SITS Basin Rim @ 181.5' Boulder Wall Perforated PVC Pipe Wall Drain @ 178.23' Compacted Aggregate Base 'oint of Intersectior — — — —I — — — — — — _ — — — �I -----_r�--------------- --_—_ — --_I -�---I-------------- __-____ - _�-_- _ -_ _-_-_-I-----_-_-_-_--_-_-_---_—_-__ J--�___-- —_—_�_—_—_— _ ---- — __=�-- ---—_—�—�_- _I —� ---------g------ _---- �� _— - ------------ - TOP OF L P ---------------- - - - - - - - - - - - ctjo SECTION DETAIL Z, L W N :,..:.. :, • az. a� ai e �� LOCATION FOR ti7 ° so PIPE CROSSING F'SIV N E S I ^ I �I EXISTING HOT TUB HOSE BIB I � I II I I PROPOSED SEWER CLEANOUT FOR HOT TUB IN BASEMENT BATHROOM I I�13 �E 3 I I I G 1111 I I ,ExISrINg DEc`rc I I llw �311 % DIRECTION OF SHEETFLOW p Pr T I 0 C A T C H SISIN I l D R A I N A G" A R E I U3 I w. (6 3 2 S Q F T DE -COMMISSION EXISTING I / i DRAIN PIPE FOR 032 SQ.FT. i H6 a PAVER PATIO DRAINAGE u TO BNSF PROPERTY. T PROPOSED 10 FOOT DISPERSION TRENCH WITH j 125 FT VEGETATED FLOWPATH FOR S32 ea. FT. PAVER PATIO RUNOFF u�w I DATUM POINT AT MANHOLE LID SS � 4" Perf. PVC PipeqIIl S s Wall Drain 31 f t @ 1 I 4" Solid PVC Pipe @ 1 %slope \ SS \ SS STATE OF 8AC KY,ar1R1D 1D ET,arl LC 2.5' 4' s' a' 10' North Invert Out @ 176.65' �S WASHINGTON S LICENSED LANDSCAPE ARCHITECT 1 /4" - 1' O" DR)47kF=LJL-L- SITE PLANl O' 10 16 20 32 40' E TIO BRYAN NAVARRO 1 NOT TO SCALE WC SALE: 1/8" - 1'-O" II I II LICENSE NO. 22004513 1/10 = 1 _o EXPIRES ON 11/06/2025 This landscape plan is the property of Alderwood Landscaping Incorporated (Alderwood). The use of this plan in whole or in part without the express written permission of Alderwood is prohibited. Reproduction of this document is strictly limited to Alderwood 's own use and distribution. This plan was created for the design -build use of Alderwood. As such, Alderwood shall not be responsible for creation, installation, or maintenance of any part of these plans by any individuals or companies other than Alderwood. Any deviation from the aforementioned statement must be certified in writingwith Alderwood. This Ian was created based on information and measurements acquired from others and/or site visits. It is the responsibility of the contractor to verify measurements and locations in the field priorto construction. An revisions necessary or otherwise shall be approved b Alderwood's Landsca e Architect prior to completion. This drawing shall not be considered in an wa to be a legal survey and Alderwood shall not be held responsible for errors omissions or revisions made b an other company. P G P t'Y 'h' P Y Y PP Y P P P 9 Y Y 9 Y P Y Y For all work completed outside the scope of Alderwood's construction contracts it shall be the sole responsibility of the applicable contractor to obtain all necessary permits. (0AL-DERWOOD LANDSCAPING 2023 3 0 5 5 11 2 T H A V E N E - B L D O. B- SUITE 1 0 2 - _- - - - -- •11 BELLEVUE, WA JEANNIE KIEWICZ—BROOKS to// free: 0300 OLYMPIC VIEW DR, EDI" IONDS, WA 08020 RY 5•8•2�' ALYSSA A. SHANNON V. RYI AN I" . BRYAN N. >Src�o.4�07.8208 - = � � � SC.gLEs V,g 310.344.8544 3 of 5 PERI"IIT A D RWOOD LANDSCAPE ARCHITECTURE BOULDER STEP I9_\TI21C7 SETTING BED 1" THICK �d DETAIL BOULDER 57AIRS NOT TO SCALE 1" CAI RIDGE ROCK :T TO SCALE CONSTRUCTION Variable +1511 GEOTEXTILE 3ED 2" MAX. TO COMPACT RED FOR ALIGNMENT ED GRANULAR BASE 0-3/4" THICKNESS JG TO PROJECT SPECIFIC CONDITIONS Bridge Rock Standard Joint Sand or Polymeric Sand Sand or Chip Setting Bed Approved Load Bearing Aggregate Base Water Feature Concrete Geotextile EPDM Pond Liner DETAIL SPA PAVER BASE NOT TO SCALE :4 Perfor with [Conn. to posi Tnn _nil Paver Standard Joint Sand or Polymeric Sand Sand or Chip Setting Bed Plastic, Metal or Concrete/ Mortar Edge Restraint Topsoil Galvanized Spike Aggregate Base Geotextile Subgrade - Undisturbed ��TA-ILS fj S j'�GI�ICli-TIDNS Spa Specifications Cam. C �� �� •�dj 0 qj �`b PULSE 7'5" (Model PLS) X 445 1,015 5,950 130 230 volt, 50 Seats 7 71511 38" gallons Ibs. Ibs. Ibs/ft2 amp single Adults 100 ft2 4,000 phase GFCI 2.26m 97cm 1,685 460 2,700 635 protected X liters kg kg kg/m2 circuit 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS %! USE STAPLES OR WIRE RINGS TO ATTACH { +' FABRIC TO WIRE �; rX 2" x 2" WOOD/STEEL POSTS � Io. nnn=nnn=nnn=none; _•--_---_ :-= :-:.:-:.:-:.:-= :-:.:-:.:-:.:-:-:-:.:-_�-- =- -- -nnn=nnn=nnn=nnn=nnn=nnn=nnn _ —IIIIII—IIIIII—IIIIII-1 Y Ill. . Y"Ill Ill� Y Y L Y Y IIIII—IIIIII—IIIIII—IIIIII—IIIIII—IIIIII—IIIIII-1 momm • • • - • - • - • IIIIII-IIIIII-IIIIII-IIIIIf-•• ..NONE .:—.:..:—• .:..:—• .:... —.::: ... n111-111111-111111-111111-111111-111111-111111-111111 11.7 C Aggr( DETAIL BOULDER WALLS 4 NOT TO SCALE CC) \- BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-900 STATE OF WASH IN GTON LICENSED LANDSCAPE ARCHITECT --------------- BRYAN NAVARRO LICENSE NO. 22004513 EXPIRES ON 11/06/2025 This landscape plan is the property of Alderwood Landscaping Incorporated (Alderwood). The use of this plan in whole or in part without the express written permission of Alderwood is prohibited. Reproduction of this document is strictly limited to Alderwood 's own use and distribution. This plan was created for the design -build use of Alderwood. As such, Alderwood shall not be responsible for creation, installation, or maintenance of any part of these plans by any individuals or companies other than Alderwood. Any deviation from the aforementioned statement must be certified in writingwith Alderwood. This Ian was created based on information and measurements acquired from others and/or site visits. It is the responsibility of the contractor to verify measurements and locations in the field prior to construction. An revisions necessary or otherwise shall be approved b Alderwood's Landsca e Architect prior to completion. This drawing shall not be considered in anyway to be a legal survey and Alderwood shall not be held responsible for errors omissions or revisions made b an other com an . P G P t'Y 'h' P Y Y PP Y P P P 9 Y Y 9 Y P Y Y P Y For all work completed outside the scope of Alderwood's construction contracts it shall be the sole responsibility of the applicable contractor to obtain all necessary permits. © ALDERWOOD LANIDSCAPIING 2023 3055 1 1 2 T H A V E NEE- B L D O. B- S U I T E 10.2 •- -- - - - - BELLEVUE, WA ,JI = EANNIE IGIEWICZ-BR00<S toll free: >300.407.8208 0300 OLYMPIC VIEW DR, EDI" IONDS, WA 58020 810.�44.8�44 4 of 5 I NOT TO SCALE 5.8.24 PERT" 117- ,gLYSSA A. 1 SHANNON V.1 RYA I -I. 1 BRY,gN N. A D RWOOD Ichwelr4wToz owir >)Z Ickwoll,s ,1Zsr�.�N�.� LANDSCAPE ARCHITECTURE CONSTRUCTION � jZli-IT(!i-C�� ��TA-ILS �j S j'�GI�"IGli-TIDNS SWPPP STANDARD NOTES: z GENERAL NOTES: _ _ _ PROPERTY LINE/EASEMENT J Z n DISPERSION TRENCH 1. REFER TO THE 2017 CITY OF o I N 10' X 2', LEVEL, SEE 1 • Approval of this erosion/sedimentation control (ESC) plan does not constitute an approval of permanent road or w af EDMONDS STORMWATER ADDENDUM N N N Q w - RESIDENCE ao FOR SETBACK AND INFEASIBILITY �� i W �n 12" X 12" (MIN) GUTTER (TYP) drainage design e. size and location of roads, pipes, restrictors, channels, retention facilities, utilities . � w REQUIREMENTS. 0 � VEGETATED FLOW AREA (YARD) DRAIN g g ( g' ) CLEANOUT a I� PATH BWITH 45'END AND z i (SEE NOTE 1) �� NOTES: 70o sQ �r MAx, • The implementation of this ESC plan and the construction, maintenance, replacement, and upgrading of these ESC 2' CAP BETWEEN BERM�S� ; I� CLEANOUT (MAX) A Bl" IPs is the responsibility of the applicant until all construction is completed and approved and vegetation/landscaping is (NP) 1. A VEGETATED FLOW PATH MUST BE DRIVEWAY SLOPE DIAGON L ASPHALT ERM, 10' (MIN), PROVIDED IN ACCORDANCE THE SEE DE AIL AND NOTE 3 NO OVERLAP established. �_ I 2017 CITY OF EDMONDS 5% - 14% OF FLOWPATH R STORMWATER ADDENDUM DISPER ION TRENC SEGMENTS NOT TO EXCEED 100' BETWEEN CLEANOUTS REQUIREMENTS. PER ST DETAIL S -631 CLEANOUT (WYE WITH CAP w i i • Clearly flag the boundaries of the clearing limits shown on this plan in the field prior to construction. During the AND CLEANOUT COVER) AND M 2. MATERIAL FOR ROCK PAD SHALL BE , , i w w WASHED DRAIN ROCK CONFORMING CONCRETE LEVELING COLLAR ao N 12" LOCKING COVER TO WSDOT SPEC. 9-03.12(5), 24"x36"x6" _ I construction eriod no disturbance be and the fogged clearin limits shall be permitted. The Fogging shall be maintained 2 '-_ �___ P y 99 9 P 99 9 a\ SEE NOTE 3 GRAVEL BACKFILL FOR DRYWELLS. (MIN) ROCK ti-_ i 1LULL LiLLL-L w o END OF PIPER GRIPPER PLUG PAD, SEE �� 2' L ���� 25 (MIN) by the applicant for the duration of construction. 3. SLOT DRAINS OR ASPHALT BERMS NOTE 2 y'SO i I� ►� VE ETATE u` -12"t FINISHED GRADE a (CHERNE 27061 OR APPROVED ` ��-- 1 > EQUAL) MAY BE USED TO DIRECT RUNOFF S GFT6'�i I FL WPATH a U TO ROCK PADS OR DISPERSION F �y, q tiJ SAFE NOTE 1 %�\\j�\\j�\ \\ ��\\j�\\j�\\j�\\j�\\j\� TRENCHES IN VARIOUS Oq TFp ` I DISPERSION TRENCH WITH TYPE 1 OR 1-L • Construct the ESC BI\ 1Ps shown on this plan in conjunction with all clearing and grading activities, and in such a manner /_ ! CONFIGURATIONS. LAYOUTS SHOWN �TF ? NOTCHED GRADE BOARD z CATCH BASIN ARE ONLY EXAMPLES. NO OVERLAP OF PER STD DETAIL SD-632 W/SOLID COVER PER as to ensure that sediment and sediment laden water do not enter the drainage system, roadways, or violate applicable WATER TIGHT CAP LEVELING COLLAR FLOWPATH SEGMENTS STD DETAIL SD-303 water standards. • RISER SEE NOTE 4 4. CONVEYANCE PIPE SHALL BE OR SD-304 45 12" PVC SLEEVE 4-INCH (MIN) DIAMETER, PVC PLAN — DRIVEWAY WITH _ _ _ PROPERTY LINE/EASEMENT 45' DRAIN PIPE PER WSDOT SPEC. DIAGONAL BERMS Q 6" RISER 9-05.1(5), POSITIVE SLOPE. • The ESC Bl" IPs shown on this plan are the minimum requirements for anticipated site conditions. During the �• o I PLAN N N I w VEGETATED NTS GENERAL NOTES: construction period, upgrade these ESC Br" IPs as needed for unexpected storm events and to ensure that sediment 6" WYE AND 6" CITY STUB 7 i I = W FLOW PATH, 4" OR 6" SIDE SEWER 45' BEND 2" TO 4" 11 I CD SEE NOTE 1 1. REFER TO THE 2022 CITY OF EDMONDS i i I i N and sediment -laden water do not leave the site. GENERAL LEANOUT DETAIL i i i STORMWATER ADDENDUM FOR SETBACK AND 4" OR 6" SLOT DRAIN, 1 700 SQUARE FEET (MAXJ l 15% MAX INFEASIBILITY REQUIREMENTS. � BETWEEN DRAINS, � �I 6" (MIN) 24" (MIN) `— • The applicant shall ins ect the ESC BI" IPs daily and maintain them as necessary to ensure their continued Functioning. SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 NOTES: pp p y y 9 y AT PROPERTY LINE/CITY EASEMEN6" (MIN) �5% MPX-//\>��\`\\��\� 12 LOCKING COVER I� 1 ��� ��� \\�\ 1. A VEGETATED FLOW PATH MUST BE PROVIDED \ SEE NOTE 3 DRIVEWAY SLOPE DISP RSION THE JCH OoO • Inspect and maintain the ESC BI" IPs on inactive sites a minimum of once a month or within the 48 hours following a cr 0 z 5% - 14� z 4" MIN PERFORATED IN ACCORDANCE THE 2022 CITY OF EDMONDS p g w� ow LEVELING COLLAR NOTES. ASPHALT BERM DETAIL (TYP PER STD b� �O ( ) STORMWATER ADDENDUM REQUIREMENTS. g DET IL SD-631 DERDRAIN j d w SEE NOTE 4 �� Ooo� Ooo(I PIPE PER WSDOT major storm event (i.e. a 24-hour storm event with a 10-yr or greater recurrence interval). CL � cn 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE 00 Do0 Do0 _ 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. �CL Uug ASPHALT SURFACE GASKETED. AREA DRAWN) / i i �' I ��0��� OO� LAIDSPECLEVE05.2(6), 9-33.2(1), GEOTEXTILE FOR SEPARATION, SEE NOTE 4 NON -WOVEN TYPE. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. / • At no time shall the sediment exceed 00-percent of the sump depth or have less than ro-inches of clearance from the = e``__===;A: >: ==-- _ = 12»f o ��; �� �/�/�\ -\'\`\ `` WASHED DRAIN ROCK, 3. WASHED DRAIN ROCK SHALL CONFORM TO �//� 3. SEWER CLEANOUT TO BE 12 CAST IRON CLEANOUT COVER ` =�»�>> WSDOT SPEC. 9-03.12 5)> GRAVEL BACKFILL sediment surface to the invert of the lowest pipe. All catch basins and conveyance lines shall be cleaned prior to paving. / WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN �111 �� I 2 GEOTEXTILE, SEE NOTE 2 SEE NOTE 3 ( (MIN FOR DRYWELLS. 1 FOOT LONG 12" PVC IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. >>:>; VE ETATE The cleaning operation shall not flush sediment laden water into the downstream system. SLEEVE FL WPAT , UNDISTURBED 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: 25' (MIN) l SE 1 NATIVE SOIL PLUG (CHERNE 270261 • IN ROADWAYS PER COE STD DWG GU-424 VEGETATED OR APPROVED EQUAL) SEED NOTE 1 FLOWPATH OVERLAPWPATH, NO SEGMENTS • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP PLAN — DRIVEWAY WITH DISPERSION TRENCH 1 �` UNDER ASPHALT OR CONCRETE CONCRETE COLLAR SLOTTED DRAINS NTs REVISION DATE REVISION DATE REVISION DATE fir+ CITY OF EDMONDS FEBRUARY 2023 CITY OF EDMONDS TYPICAL CONCENTRATED APRIL 2021 CITY OF EDMONDS TYPICAL DOWNSPOUT SEPTEMBER 2023 SEWER CLEANOUT DETAILS FLOW DISPERSION DISPERSION TRENCHES �� ®® PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD T PUBLIC WORKS FOR ROOFS STANDARD 7 DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL Fst 189� APPROVED BY: R. ENGLISH SS-200 Fst ZS9� APPROVED BY: R. ENGLISH SD-634 at. is APPROVED BY: R. ENGLISH SD-631 2" x 2" WOOD/STEEL rj�j�ICDRAIN�ASINSffi�iE FILTER FABRIC SECURED TO 2" x 2" 14 GA , +MEt+t+TF�CdV� WIRE FABRIC EQUAL w 0111 SEE COE STD DTL GU-410 o O o o O VARIABLE INVERT � HE►c1 TS N� W a O / TO>6N ENsINEEF9 a a O GRATE N %//��% \ � w O \\ o Ld NATIVE BACKFILL MATERIAL 8» o M ° v o a FILTER SOCK WITH }' VARILYVERALL ' ' ' ' ' BEDDING MATERIAL (1-1/4" MINUS) OVER FLOW HOLES HEIGHT NNIB (NP) 6" MIN /' / /' / /' CRUSHED SURFACE BASE COURSE IDDEMENGINEEI �� ° ° a FILTER SOCK WITH ° a 4 (SEE NOTE 2 BELOW) OVEPR FLOW HOLES a °a. �, 4 a. CATCH BASIN o °) FILTER FABRIC MATERIAL IN CONTINOUS ROLLS Z // /' // /' +, USE STAPLES OR WIRE RINGS TO ATTACH N FABRIC TO WIRE w 2" x 2" WOOD/STEEL POSTS a_ o 6" MIN /' , // ,// // , FOUNDATION (IF REQUIRED) VARABLESUMF, �o a . a 8 WIRE MESH FENCE / HEKHTS(A�NG a o /\ SEE NOTE 4 ! E TO SUPPORT FILTER 8 MIN 8 MIN TO�6N ' a MING411DELINE I FABRIC » i N fP OJ O O O'er Off' a SEE NOTE 1 • nW MINGUOMNE ? - THEWCI(fILL MRTBiIALSHALLQ IIDS'f✓�IEQi \//\//\//\//\//\//\//\//\//\//\ mN"MATERIALMEEIINGTHE MEN1SwcLAsW. NOTES: WS80,oIRCLASfIpMATERIALABBEw=1NMINA� DW, I BURY BOTTOM OF FILTER BE=W&WC lLL�€sURFAMD� IMMIMEMSHALLW N MATERIAL 8" TO 12" �1 °PLACM&CaVPWrMUNIMWLYINM=MtNMWffHM BW NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE •cf 2 - �TEANTI-FLtYtTATON f0131Nr3W1THEWR`REINF MENT 0PIPRI1SPERSUY1* _ 6' MAX . 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE 3-ACTUALFOWNGDEWTOWDETERMIN�rrnal�NEW CATCH BASIN 1, CONTRACTOR/DEVELOPER SHALL MAINTAIN 24" FOR 8" DIAMETER PIPE 4 - W-EIRkWINrzN AIIT-I &144fr6RCOWLETEIRkIN�INDErAM NYIIFLAWH� ETAii'RIGHTS THE �4WN�1f CL4 MATERIAL • aRP�Inm N13FTHW"NTesNWCDNFER; n4TE lost �HNp�14f /r THIS APPLICATION AT ALL TIMES DURING 36" FOR 12" DIAMETER PIPE 1 R 3 _ IF�THESSTAJCCrIWSMWEiaMMURWILLMVEPRO04MDEXP� T�i�ER;aiL�ENgTHELJSv�THEQt FAX $iE CONSTRUCTION PERIOD. O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER J •� � ]�GTI TOUVWYATHEEiEI't1EBSURFfC6 CMTE01NALATEif$4gD TECHN=LINFQWATI111311$-I 0HEREIN �✓�Al ° �AINToRsIMILARmaTINst�rluEn3rmHErs}THATWUNQrnaMuE ��" NM" ���A� T�� 2. ANY SEDIMENT IN CATCH BASIN INSERT NOTES: 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. THEPA�C MATERIAL � � THISP�fNTQtANY INR�IATIDN CITAINEQHEIEIN,0RMANUFPCTUREOAW nyy �.�.� �11N�M1SIN SHALL BE REMOVED WHEN INSERT IS 6- THISMTTAILMINTENOMf:CRHOiER A1OWATERAPP!WMT04 {Wr�CLE � �.FCRTfiEDOMOSUPE700TH36.ANTLFLO4TATONINSTALLATON ONE-THIRD FULL. 1. CONTRACTOR DEVELOPER SHALL MAINTAIN AND ENSURE PROPER 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. C NYI111111111111111ISNIMENDTHESBGIF #�@A�LRAT BIfSKOFII At �OM�NY a A SALE 126 SHEET taFt a11111111MNn attW142 REV H EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON - 3. CITY INSPECTION REQUIRED ON ALL 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED • �� EROSION CONTROL METHODS BEFORE 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS BY CITY ENGINEER. OTHER WORK CAN BEGIN. ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE REVISION DATE _ REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018� CITY OF EDMONDS APRIL 2021 SEDIMENT TRAP FILTRATION SYSTEMS TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD - - FOR CATCH BASINS PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL - __ DEPARTMENT DETAIL Q { F APPROVED BY: R. ENGLISH E R — 9 O Z st • 1g APPROVED BY. R. ENGLISH E R — 9 00 g s t . APPROVED BY: R. ENGLISH G U — 40 0 m N'`-� 10 3 STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT OBRYAN NAVARRO O LICENSE NO. 22004513 EXPIRES ON 11/06/2025 This landscape Ian is the property of Alderwood Landscaping Incorporated Alderwood . The use of this Ian in whole or in art without the express written permission of Alderwood is prohibited. Re roduction of this document is strict) limited to Alderwood 's own use and distribution. This Ian was created for the design -build use of Alderwood. As such Alderwood shall not be responsible for creation installation or maintenance of an art of these plans b an individuals or companies other than Alderwood. An deviation from the aforementioned G �►r� , P P P P 'h' P 9 P ( ) P P P P P P Y P 9 P Y P P Y Y P Y '. statement must be certified in writing with Alderwood. This Ian was created based on information and measurements acquired from others and/or site visits. It is the responsibility of the contractor to verify measurements and locations in the field prior to construction. An revisions necessary or otherwise shall be approved b Alderwood's Landsca e Architect prior to completion. This drawing shall not be considered in anyway to be a legal survey and Alderwood shall not be held responsible for errors omissions or revisions made b an other company. 9 P G P t'Y 'h' P Y Y PP Y P P P 9 Y Y 9 Y P Y Y For all work completed outside the scope of Alderwood's construction contracts it shall be the sole responsibility of the applicable contractor to obtain all necessary permits. © ALDERWOOD L.ANDSCAPINO 2023 3055 11 2 T H A V E N E - B L D 0. B- S U 17 E 10 2 — -- — — - -• -- ••- • BELLEVUE, WA jE�NNIE KIEWICZ-BROOKS toll free: 0300 OLYMPIC VIEW DR EDI" IONDS' WA 0802NOT TO SC.gLE 0 5•8•2�' ,gLYI SSA A. SHANNON V. RNrAN I" . BRY.gN N. • • - � � • • • • � >8roro.4�c7.82�8 - = • • � 310.344.8044 5 of 5 I�ERI"IIT I E X 1 5 T 1 IJ G PAT I O L A W N Exhibit ���• PAWER P — o IF E X I S T I N G PAVER D E C K I I 0' 10, 20' 40' ti B EXISTING 4" HDPE 1 SDR DRAIN 7 DRAIN PIPE 240FT FT T TO TOE OF SLOPE EXISTING BURLINGTON TYPE CATCH BASIN 1 (PROPOSED POINT OF CONNECTION TO EXISTING DRAINAGE SYSTEM) r \ EXISTING P'IETAL CULVERT l IPIPES (NO PROPOSED DRAINAI-ETO TIE INTO DETENTION PIPE) PROPOSED WATER FEATURE OVERFLOW II PROPOSED WALL DRAIN � I I PROPOSED CURTAIN DRAIN I I I I PROPOSED WATER FEATURE 1" - 20'-0" I I I I I I� I I 60' I I EXISTING DRAIN LINES E X I S T I N G I N I o I N I N / PAT I I O , N E X 1 5 T I N G N P A V E R , D R I V E W A YN , N / N N GB 1� N N N N N N N N N N EXISTING DOWNSPOUT DRAIN (TYP) PROPOSED INFILTRATION TRENCH PROPOSED VEGETATED FLOWPATH 1" - 20'-0" I I I I I I� I I 60' I I EXISTING DRAIN LINES E X I S T I N G I N I o I N I N / PAT I I O , N E X 1 5 T I N G N P A V E R , D R I V E W A YN , N / N N GB 1� N N N N N N N N N N EXISTING DOWNSPOUT DRAIN (TYP) PROPOSED INFILTRATION TRENCH PROPOSED VEGETATED FLOWPATH E X I S T I N G I N I o I N I N / PAT I I O , N E X 1 5 T I N G N P A V E R , D R I V E W A YN , N / N N GB 1� N N N N N N N N N N EXISTING DOWNSPOUT DRAIN (TYP) PROPOSED INFILTRATION TRENCH PROPOSED VEGETATED FLOWPATH