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HomeMy WebLinkAboutDrawings 11x17 PRE19-00006��g � 19 - 0000 (c) DISCOVERY BAY GOLF CLUB JEFFEF2SON COUNTY (PORT TOWNSENU), WASH1NGTON A PLANNED RURAL RESIDENTIAL DEVELOPMENT (PRRD) USING LOW IMPACT DEVELOPMENT (L.I.D.) AND OTHER SUSTAINABLE BUILDING METHODS AND TECHNIQUES PRESENTED BY: OWNERS: WeFore, LLC IN INDEX TO DRAWINGS: SHT. # TITLE (DESCRIPTION C1.0 COVER, LOCATION, VICINITY & KEY MAP WITH GENERAL NOTES C2.0 EXISTING SITE, SURVEY, TOPOGRAPHY & BOUNDARIES C3.0 GENERAL SITE PLAN C3.1 OVERALL GRADING PLAN C4.0 SHEET NUMBERS OVERVIEW C4.1 LAWRENCE ROAD - PLAN & PROFILE STA 10+00 TO 15+00 C4.2 LAWRENCE ROAD - PLAN & PROFILE STA 15+00 TO 21+00 C4.3 LAWRENCE ROAD - PLAN & PROFILE STA 21+00 TO 26+50 C4.4 LAWRENCE ROAD - PLAN & PROFILE STA 26+50 TO 32+00 C4.5 LAWRENCE ROAD - PLAN & PROFILE STA 32+00 TO 38+50 C4.6 LAWRENCE ROAD - PLAN & PROFILE STA 38+50 TO 43+72 C4.7 LAWRENCE LOOP - PLAN & PROFILE C4.8 EMERGENCY CONNECTION ROAD - PLAN & PROFILE STA 10+00 TO 14+00 C4.9 EMERGENCY CONNECTION ROAD - PLAN & PROFILE STA 14+00 TO 19+00 C4.10 EMERGENCY CONNECTION ROAD - PLAN & PROFILE STA 18+00 TO 20+94 C4.11 ERNST LANE - PLAN & PROFILE STA 10+00 TO 14+75 C4.12 HUTSON ROAD - PLAN & PROFILE STA 10+00 TO 16+00 C4.13 HUTSON ROAD - PLAN & PROFILE STA 16+00 TO 22+00 C4.14 HUTSON ROAD - PLAN & PROFILE STA 22+00 TO 27+00 C4.15 HUTSON ROAD - PLAN & PROFILE STA 27+00 TO 32+00 C4.16 HUTSON ROAD - PLAN & PROFILE STA 32+00 TO 38+00 C4.17 HUTSON ROAD - PLAN & PROFILE STA 38+00 TO 44+16 C4.18 LILY POND ACCESS ROAD - PLAN & PROFILE C4.19 BONNIE LANE - PLAN & PROFILE STA 10+00 TO 15+34 C5.1 STORMWATER POLLUTION PREVENTION PLAN C5.2 STORMWATER POLLUTION PREVENTION PLAN - NOTES AND DETAILS C6.1 L.I.D. ROADWAY DETAILS C6.2 TYPICAL L.I.D. DETAILS - RESIDENTIAL LOTS C7.1 LAWRENCE ROAD CROSS SECTIONS STA 10+00 TO 26+00 C7.2 LAWRENCE ROAD CROSS SECTIONS STA 26+50 to 43+00 C7.3 LAWRENCE ROAD (ONE-WAY LOOP) CROSS SECTIONS STA 10+00 TO 13+50 C7.4 EMERGENCY ROAD CROSS SECTIONS STA 10+00 TO 20+50 C7.5 ERNST LANE CROSS SECTIONS STA 10+50 TO 14+50 C7.6 HUTSON ROAD CROSS SECTIONS STA 10+50 TO 28+00 C7.7 HUTSON ROAD CROSS SECTIONS STA 28+50 TO 44+00 C7.8 LILY POND ACCESS ROAD CROSS SECTIONS STA 10+00 TO 11+00 C7.9 BONNIE LANE CROSS SECTIONS STA 10+00 TO 15+50 '1 r l ?non ten• I ' `- �J 131-11-INGHAM, WA 98227-1621 U: _ (360)6?1 2020 FAX:(3G0)671-03?- www.2020enyineeiing i C PJ C' i N F E It I N�7.powe,snnnreeco�om;�som,_---__._.__.-____. GENERAL NOTES: 1. ALL LOW IMPACT DEVELOPMENT (L.I.D.) WORK SHALL CONFORM TO JANUARY 2005 LOW IMPACT DEVELOPMENT TECHNICAL GUIDANCE MANUAL FOR PUGET SOUND. IF NOT SPECIFIED ON THE PLAN SHEETS. ALL OTHER WORK SHALL CONFORM TO THE LATEST EDITION OF "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" ISSUED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION WASHINGTON STATE CHAPTER, WHICH HEREINAFTER SHALL BE REFERRED TO AS "STANDARD SPECIFICATIONS." 2. THE PROJECT ENGINEER MUST INSPECT ALL WORK FOR APPROVAL, INCLUDING ALL LID TECHNIQUES (i.e. POROUS PAVEMENTS, RAINGARDENS, POROUS PAVERS, ETC.) 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES. CALL UNDERGROUND LOCATE SERVICE, 1-800-424-5555 FOR UTILITY MARKING. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 5. ALL GROUND COVER IS TO REMAIN UNDISTURBED OUTSIDE OF CLEARING AREAS. 6. THE TEMPORARY EROSION/SEDIMENT CONTROLS SHALL BE INSTALLED, INSPECTED, AND OPERATING BEFORE ANY GRADING OR EXTENSIVE LAND CLEARING. THESE CONTROLS MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETE. 7 DISPERSE THE RUN-OFF FROM IMPERVIOUS SURFACES (ROOF, STREETS, DRIVEWAYS, ETC.) TO THE COMPLETED L.J.D. DRAINAGE AREAS AS SOON AS POSSIBLE. 8. A PRE -CONSTRUCTION MEETING WITH THE OWNER, ENGINEER AND COUNTY STAFF SHALL TAKE PLACE BEFORE START OF CONSTRUCTION. 9. OWNER SHALL PROVIDE A FINAL BOUNDARY SURVEY OF ALL RESIDENTIAL LOTS UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 10. A COPY OF APPROVED PLANS SHALL BE ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS 11. WORK WITHIN THE COUNTY ROAD RIGHT-OF-WAYS REQUIRES A PERMIT FROM JEFFERSON COUNTY. R0 b (ES JAN 3 1 2019 VICINITY MAP -- NTS N --- - - ------ i I Jellcisnn ..... �............. wr w iPROJECT SITE I i f ---- y1 - 29N1W � LOCATION MAP -- NTS COLE AVE SANDRO) ~ �4 U 39N2W o Frµ�kr�E. m m N O TIrdBERUNE RD t �I n [k'A AyI.AR WAV MART PR p IECT' i SITE .1 GRADING PERMIT APPLICATION CASE NUMBER MLA05-00286/SUB05-00022 DECEMBER 10, 2007 APPROVED BY JEFFERSON COUNTY Department of Public Works Date v� O✓', '�•, 1 ;'�xri: ' [�•d•'�HMWf�y' I ~ I.1 -,-y "� �1 § f l I I 1 AREA2 I' , v� µEl r Q`Icy - fE . d( r - • .. 1. _ f. �' nal Sas010 OW�T Lg .4 La P ILEY'8J a• .. ; J J f� Imo] y� �` ��'r• • ir•., - ,► COMMONS �' L3 ,{�HBnwfEw AT EVY • AREA OIiABF TL TA%A•. ■ r .` y s ' D, P"W GRAPHIC SCALE c. w tic - tss7 �' za 200' 0 200, 400' o --�, Uti� SCALE IN FEET . . i SE SE tLE55 F LIMP!S) . i • �.� L6 PTN OFT'•-�� LESS.PTNBA�AYCNEVY.C,H)� 1. •, �•.... ISTINGSY,R 4' lop W TO'6E VACATEt7 . �j•]'. rob ygp _ � _ _ X yp±. JAN DLL ■■ --- :r;DP1304002 i$eBE ss Tax lAl E7CISTING i3C1LF.` y CLUB HOUSEZ. SE SE.(GOLF LINKS) -•�`- k: • Ca �'t Z y~ .•f ::. (TOTAL) Q� �. _ ° f D 8COVERY BAY �•�_ CIAJA HEVY• HASE `_- ]RES T _�[1 r• r i �Tf — C 7 �4 - 8N T2.37 .i• ?NSIDE • ■ ■ ■f • " , ■ ■ m a rn p ' - E7ii571NG CHEVY ■ . ISSN Q C-� ..:_." _ . ,"` - - ..r -• •� .... _ I . I ■ w N 'CHAISE RESORT • _. ti -- ..� f S ► ■ p - - ❑RAIRRIELfl l ti �, slaxwLwl roF Olsc _a i u o Z -_f ■ fir. •-_ • _�S. `_•� m ■. - - i� -.. ....." �PTN T)S1 &EOFR� A $p 'm m 1"74 a. (TOTA.L "� ,:' ■ •�, ) ■ �'� Apo 91 - _ .. .. . - - S112 NW (WILY OF DISC BAY R0.)..- t I r� • 1 a Lan .S•, l Y r'��_,- • ,�.. - _l•� �" .". -! l `. :r�» ..�--' 'r .I ' e N�g $oo -fir � �-'.:} • .._-... r i _ --•' 3 _�' j I 1 wl - ir 4 i (20.07 a. INSIDE oo Maw ._ GOLF COURSE) a .. ■ a ■ t .,i f no ck �� �+ ■ ■-EXISTINGLARRY w ■ ■• • SCOT MEMORIAL ye TRAIL EASEMENT- ' +�aTa { ��m g �7 N 3 p Q N W^ v r a4.Ue1 O W z h z N m aa. o z w of Eo a �. - m W • LYiES NOR u ., rT z joOm=w N0 1 N9 P g M1,10 ENGINEER: �M" BUEHRER DISCOVERY BAY GOLF CLUB SHEET: DESIGNED BY., ,M. BUEHRER DATE.• 5-15-06 '�` 702U ENGINEERING, INC. DRAWN BY .R. KOPKA DATE: 5-15-06 � 700DUPONTSTREET WeFore CHECKED BY.., M. BUEHRER DATE.• 5-15-06 POST OFFICE BOX 1621 _ BELLINGHAM, WA.98227-1621 USA 7401 CAPE GEORGE ROAD EXISTING SITE, SURVEY C2 •0 PROD. MNGR: M. BUEHRER P: (360) 671-2020 2 1-30-0 REK MSB REVISED PER JEFFERSON COUNTY COMMENTS PROD. NO: 4450BG F: (360) 671-0322 PORT TOWNSEND, WA98368 TOPOGRAPHY AND OF 1 '5-07-0 MGS MSB REVISIONS PER JEFFERSON COUNTY COMMENTS FILE NAME., 445_rpd_Xsite.dwg E N G N E E R I INGJ WWW2020engineen'ng.com (425) 822-5242 I BOUNDARIES 37 N0. DATE BY APPR. REVISION SCALE. 1 "=200' nl =kI�=uVL� JItN i (119 ci GRAPHIC SCALE rwas 200' 0 200' 400' ( •�:� ti .'�� -t ! `� i � _ _ ._ . _ - --- - — — T SCALE IN FEE DIVISION BOUNDARY ND TRAIL/PATH l MAXIMUM CLEARING LIMITS (TYP) SANITARY SEWER LINE WATER LINE - _ 1 / I rc• B SURVEY POINT REMOVABLE BOLLARD �•. r j� ' }. :, L� L ._ 1 y f�i ` ' I. r r © PUMP GOLF CLUB ■ • �r s� °� .f ;� _ ` „ , I CART PATH - EXISTINGITO REMAIN CART PATH - PROPOSED PAVED ROAD / SURFACE • ~ \� �,, ti f _ �, } .i :`.- '� .� �' GRAVEL ROAD / SURFACE �I WETLAND AREA n PRACTICE�y� ,\�ar _y •� �•ti �l J 1 HIGH WATER FLOOD'NO-BUILD' PROTECTION ZONE �� • a r ) I LOW WATER FLOOD PROTECTION ZONE j + __ FACILITY i..: �_ • �, f +'� J ' _ �'.: .-�::.;..:... - • L ` •• t� ..���� �, • .I - _. fir ... 1 r ^{ •r •� - _ tt .. �1. - sv � ■ 'ti �� ��r •� j'-••• �� as -• -- . _, - � �:� Ar r a + • fi • �� i `{ ti ti COMMUN17Y SEPTIC DRAINFIELSAREA _ !,+/. LIMIT OF HIGhT �� _ r • I WATER FLOOD r�—e l+�l A PROTECTION\.- • ��- J PLlA9PFIQUSE - ... _ ....... - . k �- IONSfp : P • .. - 11 ...:ACV':''- t .. . . . . . . . .. . . r ~� j R LIMIT OF LOVV WATER FLOOD EXISTING GOLF PROTECTION ZONE f 1 ■ COURSE IRRIGATION • f PUMP STATION —' a ENGINEER. M. BUEHRER 5-1-07 �- - �w"y, �� 2020ENGINEERING INC. 5-1-07 0 700 DUPONT STREET �,�a,, DISCOVERY BAY GOLF CLUB W e F o re SHEET: DESIGNED BY R. KO DATE: DRAWN BY.- M. BUEHRER DATE: CHECKED BY., M. BUEHRER DATE.- 5-1-07 POST OFFICE BOX 1621 BELLINGHAM, WA. 98227-1621 USA 6`v 7401 CAPE GEORGE ROAD O PROD. MNGR: M, BUEHRER P: (360) 671 -032 F: (360) 671-0322 �t�� _ fi PORT TOWNSEND, WA 98368 GENERAL SITE PLAN . 2 7-J0-0 REK MSB REVISIONS PER JEFFERSON COUNTY COMMENTS PROD. N0: �45d6g 1 -07-0 REK MSB REVISIONS PER JEFFERSON COUNTY COMMENTS FILE NAME.• 4INP07_CenSile.dlrQ E N G I N E E R I N Q.� www.2020engineering.com 7aNAL (425) 822-5242 OF NO. DATE BY APPR. REVISION SCALE 1 "=200' _ DPIW; FEBRuaxY 1$, — 37 2' 18' 2' SHLD ROADWAY SHLD 9. 9 LANE LANE 4:1 SLOPE (2:1 MAX) J"j 136 6" POROUS CONCRETE PAVEMENT OR 3" POROUS ASPHALT PAVEMENT 6"- 1-114"CHIPPED ROCK BASE 12" (MIN DEPTH) FREE -DRAINING STRUCTURAL FILL — 4:1 C (2:1L. ___. _ MAX) REMOVE 12"t ORGANIC LAYER EXISTING GROM 4 OZ NON -WOVEN GEOTEXTILE FABRIC (ALL ROADWAY GRADING >5%, OPTIONAL ON SLOPES <5%) 4:1 FILL SLOPE (2:1 MAX) 1 TYPICAL 18' ROADWAY SECTION - NTS 4:1 NLL A"LUI't (2:1 MAX) 4 EMERGENCY VEHICLE ACCESS TYP (MINIMUM CLEARANCE ZONE) NTS ;ee a vt�OV V• VVV vO.vvr VdV�4v4bvv 3" DEPTH POROUS ASPHALT SURFACE 6" DEPTH 1-1/4" 0 CHIPPED ROCK 12" (MIN DEPTH) FREE -DRAINING STRUCTURAL FILL EXISTING GROUND (ORGANICS REMOVED) TYPICAL POROUS ASPHALT SECTION (TYP 4:1 SLC (2:1 MI 7' SHLD ROADWAY 11' Gt 11' SHLC LANE LANE PE X) A#;&I / 6" POROUS CONCRETE PAVEMENT OR 3" POROUS ASPHALT PAVEMENT 6"- 1-1/4" CHIPPED ROCK BASE 12' (MIN DEPTH) FREE -DRAINING STRUCTURAL FILL — I _ REMOVE 12"t ORGANIC LAYER EXISTING GROUh 2 TYPICAL 22' ROADWAY SECTION NTS CRUSHEDF MAINTENANCE PATH CART PATH (TYP) NTS vY bra ava YYa ... •vvvvev vaarv•Y. V.. Vvvr 6" DEPTH POROUS CONCRETE SURFACE 6" DEPTH 1-1/4" 0 CHIPPED ROCK 12" (MIN DEPTH) FREE -DRAINING STRUCTURAL FILL EXISTING GROUND (ORGANICS REMOVED) ;AL POROUS CONCRETE SECTION 2' 12' 2' SHLO TRAVEL SHLO 4 OZ NON -WOVEN GEOTEXTILE 4 OZ NON -WOVEN GEOTEXTILE FABRIC (ALL ROADWAY GRADING 4iL FABRIC (ALL ROADWAY GRADING >5%, OPTIONAL ON SLOPES <5%) �,(>5%, OPTIONAL ON SLOPES <5%) 4:1 FILL SLOPE Vic; 4:1 FILL SLOPE (2:1 MAX) (2:1 MAX) 6" POROUS CONCRETEJ fhr — PAVEMENT OR 3" - POROUS ASPHALT PAVEMENT — REMOVE 12"t ORGANIC LAYER 6"- 1-1/4" CHIPPED ROCK BASE EXISTING GROUND 12" (MIN DEPTH) FREE -DRAINING STRUCTURAL FILL r31TYPICAL 12' ONE-WAY ROADWAY SECTION TRAIL 6 PEDESTRIAN TRAIL (TYP) NTS NOTES- 1 FOR ALL POROUS PAVEMENTS, COMPACT SUBGRADE ONLY TO THE MINIMUM NECESSARY FOR STRUCTURAL STABILITY (92%t). DO NOT ALLOW HEAVY COMPACTION DUE TO HEAVY EQUIPMENT OPERATION. THE SUBGRADE SHOULD NOT BE SUBJECT TO TRUCK TRAFFIC (REFER TO PSAT LID TECHNICAL GUIDANCE MANUAL SECTION 7.1.2 DESIGN CRITERIA) 2. ALL PAVEMENTS THAT MAY PROVIDE ACCESS FOR EMERGENCY VEHICLES SHALL BE CONSTRUCTED TO SUPPORT FIRE TRUCK LOADS. NTS ENGINEER. A BUEHRER DISCOVERY BAY GOLF CLUB SHEET: DESIGNED BY. M. BUEHRER DATE' 6-26-06 cry r"'■ r- 2020 ENGINEERING, INC. WeFore DRAWN BY., R. KOPKA DATE.: 6-26-06 - 700 DUPONT STREET CHECKED BY: M. BUEHRER DATE: 6-26-06 POST OFFICE BOX 1621 C� . / BELLINGHAM, WA. 98227-1621 USA 7401 CAPE GEORGE ROAD PRO✓. MNGR: M. BUEHRER VP: (360)671-2020 PRO✓ NO: 445dbg - F: (360) 671.0322 PORT TOWNSEND, WA 98368 L.I.D. ROADWAY DETAILS OF FN0. 'S-07—O MGS MSB REVISED DETAILS f7LE NAME. 445_RPD_Road Details.dwg E N 0 1 N E E R I N G www.2020engineenng.corn (425) 822-5242DATE BY APPR. REVISION ISCALE., AS SHOWN 37 BACK-UP OVERFLOW I CONTROLTRENCH I I INFILTRATION AREA I FOOTPRINT OFF$ET�� FROM PLANTER BOX AREA I I I I_ CLEAN OUT (TYP.1— DIMENSIONS PER HOUSE LOT SITE PLAN - SIZE BASED ON ROOF RUN•OPP r i PERFORATED PIPE LAID FLAT MP.) PLAN VIEW K� BuiLD]N� DOWNSPOUT — (TYPICAL) S. b' WALL MAY BE CONSTRUCTED OUT OF VARIOUS MATERIALS LINE PLANTER WITH WATERPROOF MEMBRANE INFILTRATION — W AREA POOTPRINT 12" — BEEHIVE GRATE OR EQUIVALENT (OVERFLOW CONTROL) FOR EROSION CONTROL INSTALL 4 SQUARE FEET OF 3" WASHED ROCK AROUND DOWNSPOUT 18" COMPOST AMENDED SOIL -FILTER FABRIC �---- WON -WOVEN} OR 4" PEA ' y FOOTING DRAIN WASHED ROCK RESERVOIR _;;.��:),.•:� (INFILTRATION ZONE) Nolee: 1. Slzotl to handle IDD year etoml evert 2 Sall group B 3. Depth ofweshed rock reservoir and compost mended soil may very to fit site mndl0ne a 4 Reingalden area (SF) Is the footprint of In51Ire5on zone 5 Reingardena ere sized based on a per�aaege of the lmpervbua eurfece area Reings±n Slzing Chart (Raingarden sized based on 3 5%of lmpaMous nes) Impervious Surface Am (SF) 25 50 100 25D 500 1000 2500 5000 Reingerden Ama(SF) 0.88 175 35 8.75 17,51 35 1 875 1 175 CROSS SECTION VIEW (MTYPICAL LOT RAINGARDEN PLANTER BOX NTS B" TOP LAYER COMPOST AMENDED SOIL MIX (OR s' COMPOST TILLED INTO TOP 12' OF UNDISTURBED TOPSOIL) NOTE: COMPOST AMENDED SOIL MIX SHALL BE 50% C33 SAND AND 35% GRADE "A" COMPOST & 15 % LOAMY TOPSOIL EXISTING OR IMPORTED SOIL BASE ATYPICAL COMPOST AMENDED SOIL SECTION NTS ENGINEER: ,W. BUEHRER DESIGNED BY. All. BUEHRER D, DRAWN BY., R. KOPKA D, CHECKED BY.' M. BUEHRER D, PROJ. MNGR: M. BUEHRER PROD. NO: 445dbg -07-0 MGS MSB REVISED DETAILS FILE NAME.' 445_RPD_L1Details.dwg DATE BY APPR. REVISION I SCALE. 1AS SHOWN P - - B' WATER DEPTH ZONE =' (MAX.STORM EVENTS ONLY) �3:1 SLOPE _ S' PERFORATED PIPE -es" LAID FLAT PI AN %/IFW BERM ST F L )N ZONE =24" OCK (3/4" - 1.1/2") ISTING SANDY IIL, i-B"Ihr CROSS SECTION VIEW Notes: 1" Sized to handle 100 yen ebm eveld 2. Soil gmup B 3 Dag of wesh.d Intl[—,V lr antl maymet amended soil may vary to M e5e cons iforre 4. Reingardm erect (SF) Is the fuolil l or InnNragon zona 5 Raingerdens are sized based on a peroenlege of the Impervious surface area Typical Relrgardm Sizing Chart IN. based on 3 5% or Impnvloua nee) Impervious Surface Am (SF) 100 SOD f000 2500 1 5000 7500 10000 15000 Reingaldm Am(SF) 35 17.5 % B7"5 175 2B25 350 525 2 TYPICAL LOT RAINGARDEN NTS 6" DEPTH POROUS CONCRETE SURFACE. (PORTLAND CEMENT CONCRETE MIN) 6" DEPTH, 1-1/4" CHIPPED ROCK TRAINAGE'ftMRV1NR'LW5EW4MN 5%VOIDS, ON IVWINEj EXISTING SOIL EOTO+S=4RMEABaITY *NOTE: D p• D •D D n D e p p p p •D 4" POROUS CONCRETE PAVEMENT MAY BE D D P D D D D D D D D p D D USED FOR DRNEWAYS PATIOS AND D D D D D D D D DD DD D D p D D D D D D p D D D D pDpD DDDDDDDDDDDDD DD pDDDDDpD SIDEWALKS W(THIN LO pD DD DDD p6 DDDD Db pP DOp Dp DpD DDD 2 TYPICAL POROUS CONCRETE SECTION NTS 5-15-06 _ r _ 2020 ENGINEERING, INC. 5-15-06 I)l r J 700 DUPONT STREET 5-15-06 POST OFFICE BOX 1621 BELLINGHAM, WA. 98227.1621 USA -- F : (360) 671-2020 F: (360) 671-0322 E N G I N E E R I N 4 j www.2020engineeling.com PAVER EDGE RESTRAINT PER MANUFACTURERS RECOMMENDATIONS. PAVERS (3Ye') - V BEDDING SAND W (MIN) COMPACTED DEPTH OF 1 X. MINUS CRUSHED ROCK BASE GEOTEXTILE COMPACTED SOIL SUBBASE AND/OR SUBGRADE. rL P'L gRIVEWAY SECTION Pk ,OB ••- PAVER EDGE RESTRAINT PER MANUFACTURERS RECOMMENDATIONS - - PAVERS (2s/a") BEDDINGSAND 'e•e•••y•e•••e••,`•'[••••as`•+ 61 �1"" BABE INUS CRUSHED ROCK MPACTED DEPTH OF 1t 1 GEOTEXTILE COMPACTED SOIL SUBBASE ANDIOR SUBGRADE. 0 D TLCAL SIDEWAIUS gR_PATIO 8Ew T*N v M3 .�. TYPICAL POROUS PAVER SECTION NITS I •� I L L__ •7 PROPERTY LINE -1 I PRESERVED NATIVE { IVEGETATION BUFFER, MINIMIZE DISTURBANCE FOR DRIVEWAY CONSTRTUCTION LEGEND STREET AND ALLEY PAVEMENT (CONCRETE, ASPHALT OPTIONS) RAINGARDEN RAINGARDEN RANTER BOX POROUSPAkr{ M[0PTIONAL) pR POROtN CONCRETE PAVEMENT COMPOST AMENDED SOIL H ROOF DRAIN CONNECTION �� DOWNWARD SLOPE O RAIN BARREL L TYPICAL SITE DRAINAGE PLAN NTS WeFore DISCOVERY BAY GOLF CLUB SHEET: 7401 CAPE GEORGE ROAD TYPICAL L.I.D DETAILS C6e2 PORT TOWNSEND, WA 98368 (425)822-5242 RESIDENTIAL LOTS OF 37