Loading...
14-100357 (2)VICINITY MAP (NTS): I 5 7 ,�: � III o w Q / I Y in- 111 , i3ROJEC ' x GENERAL NOTES � GATE \ -- 3 /� — x WOOD FENCE 9. T "W 9 96� 6 TALL WOOD FENCE i — A. OVERLAPPING/CONFLICTING REQUIREMENTS: MOST STRINGENT t LOTIOT�1 s : 6 TALL 29 . , / (GENERALLY MOST COSTLY) APPLIES AND WILL IBE ENFORCED, UNLESS MORE DETAILED LANGUAGE WRITTEN DIRECTLY INTO / \ CONTRACT DOCUMENTS CLEARLY INDICATED TWAT A LESS x I I I STRINGENT REQUIREMENT IS ACCEPTABLE. REFER _ V / ,•.t, :� �' I UNCERTAINTIES TO ARCHITECT FOR DECISION BEFORE w cE PROCEEDING, e - ;. I 5. WHERE OPTIONAL REQUIREMENTS ARE SPECIFIED IN A I I z I BUILDING R 8 _ � . I SUILDIt�G R-1 x ., _ ) : �.:'.. � , PARALLEL MANNER, OPTIONS ARE INTENDED TO BE -a x ELEV - 325 �� �� ELEV -32200 \ � CONTRACTOR'S SS OTHERWISE INDICATED. � N Lttac He 'u 4 R' s�� • • -• I I 4_ o "J .y. oJa a a o a I \ CONTRA UN1.ELLI ut / GARDEN] / 9� / \ G. 00 0 IL SHEETS R ALL 511E UTILITIES / / x SEE CIVIL S FO OO/b 00 O / I — ><:.ur i q k .. . s. 1•> r.ax�r'ac:'• r•,:.>; r ' F8 / / / O O O O 0 / I\ I O O O O q O I \ I 1 \ I / / :,vr •uiS... ,-.�, 'gin ;. :Ysr: �3•.nn- .. �O /d-�O 00 O O a a s a a a a GA a 00 co, LLJo�ooaoodooo o o \ a C.) OOP00000�000000ODOO�oLEGEND:E 00oGARAG O0b00000?00000l00000000000,R II \ l / EL R 325.00' 00/000000 0c00010010000lO00000 EL = 322.60' I 11 I \ N000000�00 o0coo0¢ 0000o0010000 00000 \ \ o000000 2+2ASPHALT PAVING u I 9 00000000 c 0 0 0 d 0 0 0 0 0 0 c 0 0 c 0 ^ I \ 0 0 c 0 0 0 0 LU I I 1 ��X / 0 ooloo0oo\o0000 \ / I / J \ C. 0000 001 I �i I I \\ / I 00000-- u O O O/P O 0 cI * m �_� 3+4 ASPHALT PAYING IL 0000000 — -- — I I \ \ ( /BUILDING R-9 / o000000 ' SUILDIN R-6 I� 4" CONCRETE WALKWAY OR PAD 1 1/ : �- o 0 0 0 0 0\ - , 1 ST ET�LIGH POLE ` :..:. 1 \ / ELEY 324 0ID 000000 0 0 0 0 0 o j ELEY i.00 _ / 40 EIG, MAX 115 W ,28„ \ \ \ / / /I o0000oqq I cv // S0055 W 135.60 / I / \ _ J Oc0000d I / EXISTING FENCE, TYPICAL 10' �SETSACK �� \ I II (� _ `� _ \ — 0� 0 0 0 O /0- — — — — �- I ` _ / STAMPED AND COLORED CONCRETE PAD d ! <o _ :- - ``.:�. �� '\ I \ \ \• \ \ � \\ � 00000OcOc000 AINLoo 3 aaaaa O oo�000000\�00000000000� jl IlII Il I � , W%" RUSHED ROCK WALKWAY Qi� o000000oa�OCOOOOO\OOI APPROXIMATELY800LF)GARDEN A318.00 GAE O000000a0000GARAGE0000000000 oxEL 32 0 0000E300 OOOOO\0000000000000oOoatOco 000000o000000000000OOco_Oo NEW RIGHT OF WAY (ROW) DEDICATION o00000�000000b00c00000000-o (12FROMSOUTHPROPERTYLINE)Fx Co1 \ \ 00000b0 / \ 000000a 0 \\0000o0 FIRE (HY D RANT, SEE 0�000000 o 000000 UTILITYPLAN, SHEET C4 0I X Ln 00 00000 N o O O 00000 00000 0o0oo00 • NN SITE PROPERTIES; o "b000b> �0 o 000000000000 532SQF11304Acres)Q o /000O0c00c00,-6000 0QuppC ? _J \ Ln O o00000oOo0'00000o " I I u! DOD 0000000 000000 z I SITE DENSITY. 12 UNITS (23.1 Units/Acre) z o c�00000000000000000 \ L I O 0\OOc0000o000000000 0 \ `" I I O c000000c 0000000000 00 \ LU I 1 IMPERVIOUS SITE COVERAGE 51.1�a (15b51 / 132532) "i ---� / { \ 000000000 o A'BUILDINGS: 22309SQFT uvi BUILDING A-1 / � � \ STANDAR��ND 1 � I 00000000 ACCESSIBLE 1 R 5UILDING5: 16,223 SOFT a' n 1�1N 1=�00 = 328./ / °� 0 0 0 0 0 o PARKING STALLS — �RE�fA4NING`W�CIa� r'; �`''" ':�' . �j 1 aoo 00C c�coo o / 1 I { 0 0 o O c O o 0 o cp o 0 0Qo / E�kCk�S1D0� \ I SURFACE PARKING: 1,105 SQFT LU GARAGE = 318.00 \ - 0000 OO OO 0 00 ` // \ � I / � �- o O 0 0 0 0 0 00100 0 0 / / ARAGIE`ENTRY' •\ / CONCRE WALK, \ \ ° I I + ENTRY DRIVE, 1023 SQFT u �. 103 ISTt3TAL) / TYPICAL \ \ 1 , c o 0 DOD o 000 0 `:: , l ..-..: /� \ I I 1,510 SQFT Q 00 o 001 o 0 0 0 O 0 0 / / U1 0 0 /�� \ I/ \ / \ PARK( ACCESS. x o o d o 0 0 0 0 ": I —_ / / I \ CO ESS- 10,350 SQFT +- \ 000oo - i:.I - � ' � / � � I \ I TTAGE ACC O \ \ 00 1• J — — — ; ENTRY SIDEWALK 3�41 SQ--T \ \ • '- J : ' > ul 0 0 0 O O 0 , / I / COURTYARD5/PATIOS: 5,858 SOFT s6 / a000000 -\ / � II I I l 0/0 0 0 o O 0/00 0 _ -_ . / I / / :' I I I \ INTERIOR PATHS. 4,412 SQFT z 0000 0000 O \ x o 0 0 0 0 0 O I t TOTAL: 15,651 SQFT \ ROADWAY LIGHT POLE P / ` Pi_/. � \� 20'HT.(6-T J �, -:-: / o 0000060°3�2'.00' i U � I I \ \ p / 000006000 ZLLi IQ / ra� co06c0co / \ ��� / I 0) 0.6 O O O 0,15 o / _ i / I PERVIOUS SITE COVERAGE m 42.99. (565,615 / 132532) - 0000,600 _ / \ \ \ i • Q - J / / / 000900 0 / / / � , � � : / � A LAWN: 26,365 5QFT � �...: z TRASH AND CYCLING f ASPNIxLT PAVMG,/ // o O o O O Uo N o 0 0 0 0 0 0 0 o O o 0 0 0 0 / / / GNDCVR/SH1QU55: 28,510 SQFT p L.J TYPXCAL AREA 0SF 1 ., 00%o 0000000000 / / � u.� o - I I % / / / O3DoO�O09000o000 / / I I TOTAL: 56A15SISFT •-p-: ;:�: --•- • 0000000 0000 � FI H b NT, SEE / 0 / q d A r. 9 r 0000 00000 00 000 000 000 \ _ X 1 /0000 00000%oop000p000 000 � _ 3�2Pj�� I i z � �-/�-/ \ GARAGE / 0000/o0000P000000Op OOOpOOO ! � / ° � _ 324001 000�000000000 000�o0000OOo I � � / :I 0 /.� I I I EL - 0000000000000/0o00/0000/0000 / — I ^ --- \ d) o 0 0 0 o O qq I / 1 I CODE: 2012 INTERNATIONAL BUILDING CODE TRASH AND RECYCLING : (, o 0 000 S ET L(GH POLE eco ENCL,DSURE, SCREEN WITH / / 0 0 � 0 0 0 /0 / / 40' EIGHT,MAX 115' 17, \ / o400 0000 I b' *I L SOLID WALL / I ' 4 , o i / o 0� 0 / I o II I BUIDLING TYPE IIB - A BUILDINGS�'ya do O I I I / " 9 0 0 ¢ o / / j / 71'PE: TYPE IYB - 'R' BUILDINGS X RET INING WALL, 65 LF / / 0 0 /a O O I / ( ( i 0 0 0 0 0 / I I � TYPE 115 - UNDERROUND GARAGE N I ,o o O o O 0 0 5UiLDING R-2 5U1 DING,R-3 0 0 0 0 , I X III / i 4 : I / `_ 0 0 0 o d O 0 4.. 5UILYI= ING R- �- R' SUILDINGs z� 0 o do 0 0� O o o ELV = 32800' I EL Y= 3�400' y o o o o O o / ELE 321 ' I — —_ — I OCCUPANCY R-2 d 3- o%00000�o / I J / i 0000000 / / "I 1 II nPE: I-1 'A'BUILDINGS N .5-2 - UNDERGROUND GARAGE i� \ 0/0000000 o 00 ood0000 / / // GARDENS / / c0c0000/000 / I / / , --"00000 / 0 0000 / I I / / \ o 0 0 0 0 0 6 0 0 0 io P / / \ , - I I PARKING: 12 REQUIRED i \ / / / 0000/00 I I I O / ° 00000g0000 / / , I 106PROYIDED UILDINGR-1 0000,000000 I 0000�oo , I 00o,0000000 / / / / 000 0c O 000o900co Oc0oP0 / \ ELEV = 330.00 J/ O 0000Oo% �� / / -00000 000000000d0000900 / , I� — ` PARKING MIX: 16SURFACE <[ / GARAGE o,d 0 0 0 0 0 0 0 0 0� 0 0 0 0/O c 0 0 0 0 0 0 / f 85 COVERED/GARAGE c�000000c�oo �� / � �. - p GARAGE / EL �324.00' �00000%0000,60000�000006000 GARAGE/ / GARAGE , 000000�oc0 �� / 00ood00000 vo(o) 00006000 , / EL = 32�0'O' 000O�00000' L 3280� 000/00000 0000000oO� EL OO�0000000� \ / �� �� / / o0oo�s000000 9000000060 / / i 7 Y, o00�0000�00 / /\ L e oo/0000000000000 Q o000000600 / / / / / C� ' c 00000 0000 000 / — — — 10' 5ET5ACK _ \ / --f / / 10' SETS CK \ �- 6' TALL WOOD FENCE i / / / 1E TALL W0__ _ - - / _ J a �`� /Id N ra \S00'58'21 °W 435.60' I U_ EXISTING FENCE, RETAINING WALL, PER FWRC RETAINING WALL, PER FWRG TYPICAL 58'-0" � 12'-0" 18'-0" I/ III 29'-0` 100'-011 I I II `6 _ II ` - n 21-3 100 0 129'-011 z LU m 51TE FLAN _21a'-oll LU 0 5 10 20 40 FEET IPA, Calvil n arch ssoclaes, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E—Mail: architects®cja—inc.com 2270 REGISTERED �A\RCHI ECT V GAR Y D. MOORE STATE OF WASHINGTON 10 REVISION - 6/2014 PROCESS IV PERMIT SET RESUBMITTAL KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312th STREET FEDERAL WAY, WASHINGTON TEL• 425502.1936 SITE PLAN DAM 6AWOW SHEET SC&E A$ SHOIN % C�Em CLJ Al CaMUCT danger«, COFrwjwT 2014 CJa M. RIDGE �- _ _ ELEV MAIN FLOOR OL FfRONfi ELEVATION (7l'F1C,4L) m 2 4 8 I(o FEET REAR ELEVATION (T)"PICAL) 5U LD ING = OFT I ON I 1/$,l:,'-011 r m 2 4 8 I& FEET ._......._:...___._..._ RIDGE � ELEV SECOND FLOOR lk ELEV = + 10'-0" MAIN FLOOR ELEV = 0'-0" r---�5T)EELEVATION (T�-FICAL) ELEVATION (T�'FICAL) 5U I DING = CFT I ON 1 �,�� _,�-�� R � D f �G _ of I �� 1 I,SII_, -��� 0 2 4 8 I& FEET 0 2 4 s i6 FEET SECOND FLOOR ELEV = + 10'-0" MAIN FLOOR ELEV Catyl n arda Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E—Mail: architects®eja—inc.com 2270 REGISTERED ARCHi ECT GAR Y D. MOORE STATE Of WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312th STREET FEDERAL WAY, WASHINGTON TEL• 425502.1936 R BUILDING ELEVATIONS OPTION 1 DATE &AIW14 SHEET SCA Z AS %M DRAW SS C�Em "J capA5 plAa cldo awn CO�CsNi 2014 CdA, INC. I II, T"i'PE III L,4ND5CAPED -' o 4RE,4 4LONG PL ia 10' DEPTH ---- ---- _ ;` __ I - ` LAN5CAFE FLAN r��10 1"=2K/I—SG/II 0 5 10 20 40 FEET I I. GENERAL NOTES: I A. ALL PLANTING BEDS TO BE MULCHED TO A 2" DEPTH. 12 B. ALL LANDSCAPED AREAS TO HAVE A ZONED AUTOMATIC SPRINKLER SYSTEM. r � r r \ r r \ r \ r \ r � r \ r - STREET LIGHT POLE 40' HEIGHT, M 4X 115' OC `- STREET LIG 40' HEIGHT, POLE �X 115, OC ---- -JL__ --1 INN C. MINIMUM PLANT SIZE: AS PER FWMC 19.125.040 (1-10). D. A MINIMUM OF 25% NATIVE AND DROUGHT TOLERANT PLANT MATERIAL WILL BE UTILIZED PER RU iC n.125.040 (6), E. PARKING LOT TYPE IV LANDCAPING a 15 SF/STALL (FU IC 19.125.010 (2Xa)). REQUIRED 15 SF - PROVIDED 486 SF, F. BLANK WALL AREAS TO BE LANDSCAPED PER FUJMC n.125.040 G. LOCATION AND SPECIES OF TREES TO BE REMOVED ARE DELINATED ON THE TREE RETENTION PLAN (1-2). LEGEND: EXISTING DECIDUOUS TREE - 21 EXISTING CONIFER TREE - 9 o PROPOSED DECIDUOUS TREE (LARGE) - S OPROPOSED DECIDUOUS TREE (MEDIUM) - 14 OPROPOSED DECIDUOUS TREE (SMALL) - 30 O PROPOSED COLUMNAR TREE (SMALL) - 46 PROPOSED CONIFER TREE - 44 Q PROPOSED SHRUB (LARGE) 0 PROPOSED SHRUB (SMALL) PROPOSED GROUNDCOVER PROPOSED LAWN Q LI SITE ROADWAY LIGHT W/ 20' HT. POLE, UNLESS NOTED OTHERWISE (UNO) X" AL EXISITNG TREE SIZE, TYPE AND QUANITY Alder = AL (21) Douglas Fir = F (8) Madrona = MA (1) LANDSCAPE AREAS: 1 TOAL SITE AREA = 1321532 SF TOTAL IMPERVIOUS AREA = = 15fo51 SF (51.1%) LAW AREA = 28,365 SF (21.4%) GROUNDCOVER 4 SHRUBS = 26,510 SF (21B%) = Buildings, Roads, Plaza, Sidewalks, Trails (see Dwg A01) PLANT SELECTION LiST: LARGE TREES Conifer ABIES GRANDIS - Grand Fir = PSEUDOTSUGA MENZIE511 - Douglas Fir THUJIA PLICATA - Western Red Cedar = TSUGA HETEROPHYLLA - Western Hemlock = eciduous ACER PLATONODIES - Norway Maple MEDIUM TREES CERCiDIPHYLLUM JAPONICUM - Katsura Tree FRAXINUS PENNSYLVANICA - Green Ash LIQUIDAMBER STYRACIFLUA - Sweet Gum PRUNUS VIRGINIANA - Choke Chsrry = STYRAX JAPONICUS - Japanese Snowbeli SMALL TREES ACER CIRCINATUM - Vine Maple } ACER RUBRUM - Red Maple AMELANCHIER ALNIFOLIA - Serviceioerry = CORNUS NUTALLII - Western Dogwood = MALUS FUSCA - Flowering Crabapple = PYTUS CALLARYANA - Flowering Pear LARGE SHURBS KALMA LATIFLOIA - Mountain Laurel = kAHON1A AQUIFOLIUM - Oregon Grape = PAXISTIMA MYRSNITES - Oregon Boxwood = PIERIS JAPONICA - Andromedia Japonica PHILADELPHUS PURPUREMACULTUS - Mock Orange PRtJNUS MUGO - i ugo Pine RHODODENDRON Species THJUA OCCIDENTIALS - Arborviate SMALL SHRUBS BERBERIS THUNBERGII - Barberry = CITUS HYBRIDUS - Rockrose = GAULTHERIA SHALLON - $alai ; PRUNUS LAUROCEASUS - Otto Luyken Laurel ROSA Species = RHODODENDRON - Azalea Species VIBURMUN DAVIDiI - Davidii = F4 An Calvin , ardan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E—Mail: architects®cja—inc.com STATE OF WASHINGTON REGISTERED LANDCAPE ARCHITECT CALVIN L. JORDAN CERTIFICATE No. 69 Oi REVISION - 6/2014 PROCESS IV PERMIT SET RESUBMITTAL KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 392rh STREET FEDERAL WAY, WASHINGTON TEL* 425.502.1936 LANDSCAPE PLAN DATE 6/I10014 & EET SCALE M °.r M �J1"t OR" 6S CI-E°` ow CaVLl P.4CT Ctangston c�a Nc. Inga :. vyz 7 �a , W:..._ ,.r-'AIMM M u "i, i?� ' �i .�✓ PR ESUIgMII Ex 1 I I Ll LANDSCAN 0 E M N d 79 0 Zt w j Q : - HORIZONTAL SCALE : 1,i -201 20 0 20 40 SANITARY MANHOLE RIM=305.43' IE=297.34' (8" PVC-N) IE=297.37' (8" PVC-E) MWITEW, 125 0 LD L0 r; bo u� Cp 0 V) �'\: DRIVE \''::::• � •.:.:. ,.-.,-->.--�--•: �.-.,_.., . � �. FOUND 11 REBAR z EB PARCEL NO. P ,�. 1 & CA LS 5025 MATCHLINE • . J i r., SEE SHEET �-. •_ 2 p'• '•�-•;.::: VISITED 1 Q fl 3 � 0721®49129 `4. yz, ; EXISTINGuj ) ef, t 9- USE is U J • `L w a' d,• `+3 . •yr XLL- 1 -_ _- �+, �J o 2 `g• 2 •3 C� I yw:• , 3 x \ \J b \ GAT E I,tY GRAVEL cQo DI co <61 s:• 1 z \ ¢w •1. \_ --s c� \ i fl 4 x o \ C / Y�^'e -O a \ .,--• 32 SHED \ \ j \ �- ..-•' `�:::: ':�•, •?,::� � �.•'���'`� �- .-.. PARCEL NO. 0721049129 PARCEL NO. I .w `;` xq X� PARCEL NO.-� 0721049087 0721049088 3 -� "�" "'''�;;.. \ \ 32�\ `ate' \ \ \ (( // � / / ' `':•' \ ~ �-- ,"y `; Z \ \ \ _ \ \ \ \ \ 3 / / / y22` j'•, :l°. — — — — — ' 322 — — _,_...._. _._ —320 LLJ ° STORM CATCH BASIN \ , 31 _ \ \ } ` \ moo!\ \ / / / / / / i': 320� / _ - 318 \ \ LJ RIM=305.52' z a IE=303.37 (12 CPP-N) \ / u � IE=303.42' (12" CPP-E) 3r3 \ `, ;� \\ ��' / m iv iv © IE=303.32 (12" CPP-W) SANITARY MANHOLE =' '•. :'� i / \ c� z -z i RIM=310.25 _ ¢ c 'a> T� STORM CULVERT _ \ `4:. : a \ \ ;' \ \ I / \:i �} . 16 IE-299.05 (8 PVC-E) ..: _ .; ;�id " o N N IE=303.91' (12" CPP) -298 \ \ \ \ \ \ / \ �, ;::f HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATEY SYSTEM, NORTH ZONE, NAD 83/2011 VERTICAL DATUM N.1ri 1. EQUIPMENT USED: TOPCON QS ROBOTIC TOTAL STATION 2, THIS SURVEY WAS PERFORM ED BY FIELD TRAVERSE WITH THE FINAL RESULTS MEETING OR EXCEEDING THE CURRE NT TRAV ERSE STANDARDS CONTAINE D IN W.A.C. 332-130-090. ALL MEAS UREMENTS WERE MADE WITH A TOPC ON S Q ROBOTIC TOTAL STATION IN ACCORDANCE WITH TH E EQUIPMENT MANUFACTURERS SPECIFICATIONS. NOTES 1. FIELD WORK PERFORMED IN OCTOBER 2013. 2. IN ACCORDANCE NTH THE REVISED CODE OF WASHINGTON (R.C.W.) 58.09 AND THE WASHINGTON ADMINISTRATIVE CODE (W.A,C) 332-130, THIS SURVEY MAY DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE DEEDED LOT LINES. THESE INDICATORS, IF AT ALL PRESENT, MAY REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY DOES NOT PURPORT TO RESOLVE SUCH ITEMS. 3. UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED ON SURFACE EVIDENCE AND LOCATES PERFORMED BY MOUNTAIN VIEW LOCATING SERVICES, LLC AND FIELD LOCATED BY SITTS AND HILL ENGINEERS, INC. IN OCTOBER 2013. 0 (01 Qo QQ�A FOUND 1/2" REBAR & CAP, LS 10708� VISITED 10-30-13 Ono oodP ot,a� o� M ci o !E- .:05 (8 PVC-W) ,:' 1 �- \ v ; ..:�. -:.• . FOUND 1/2-REBAR & 314 - 1 \ ` / Z ,:`.. j X \ FOUND 1 /2' REBAR \ ' & CAP, LS 10708 j VISITED 10-16-13 FOUND 3" BRASS D o,, STORM CULVERT \ 3j2; .;,� CAP, LS 15025 \ \ ,� \ \ / VISITED 10 16 13 " s ...�:• ' / DISK o` RAILROAD TIE \ . ' FOUND 1 , \ >> & r'j ::''.: \ s IE=308,03 12 CPP) /2 REBAR \ \ \ / o R=1880.08 /PUNCH AT SURFACE ( s \ & CAP, LS 15025 s \ ti \ `` `'' �9: \�`� ' VISITGED i0-16-13 +\ RETAINING WALL >> \ o \ \ \ X� \ Y L=11.23 I 6 TALL y \ 6 TALL \ �:,.; STORM CULVERT VISITED 10-16-13 `�' \ \ X tV=00'20'33" ) I WOOD FENCE WOOD FENCE `\ I \\ IE=309.13 (12 CPP} \ \\ `` 379 \ \ I ' F `` H 317 sv 333.84'— S 305 — zz _ — ---- _-313 s SS Ss ,s% -- ss--ass ss — ss ss ss --�ss ass :- ==� 312�----? 1 `---- �, `- 317y _ ___ _ = 320 } r _ �__-- ___316 j •t — — 3 — — — i _ , —7 320- -31 — 1 GAS-3 GAS ;' ... ,.. - � � . },�^: — / — ��'- 34 _ --- GAS _ — — V A — — w c s w GAS — — — w w �As GAS - ..; •....-. — 18 W W W GAS — — - --y,/ W GAS i-- - — -- ' GAS `t_ W w _ GAS W GAS w W - �,' ` V , _ W.- . , GAS a W V a „ ` jj , V W GAS 4 e a w V V GAS GAS / , .a a• r , a � - a � .. rr V �,/ ..,. .;'GAS GAS G $ "'—TC / 1862.4 e �o d• 8 e g r W w, w W' w e e 4� 3 Oa •.. a. }� a °. �—$ 3 (C} O ° a^ O m a / 4 �+ _" w TT— V V iw V VGA V GAS V 7 W, V, W V W ^� ` s o J : - . 4 d MAG NAIL a . . • ' e w r 4 ✓ .;-•4•'.e• � ',-'T4.. -d•.a; 'd• � �° 'd a 4� d..ad r•r'- - .. 125.00 (C, R1) a jd< e . M e -e . n, N:121305.30 s • n ' - 9 e 1 Q e a — a • Q .. r'3' • - - . a .a •d 3 MAG NAIL a - ea .f •d ° - JA. L- �ti I d. 1 4 .a a. e_ d a 4— '4 '.e `� 'e ° + •d 3a' - .. a 4. . a xYY°^i • t e M as ' a s 4 d a ` — d - .-�"� .. d °. e - •' I eI r ° t •e ^O� = d- ° . f a I d: ..\� eN ii1'��i %� 'a '•v .,4 �' . ea ' d.. e a e a n1 ' d CALCULATED MONUMENT POSIITON4 : -�" d ' ! a.E1264956.84 _ C. _ _.. _.... .......... .....,_ 4 ''.d \41 d 4,-=RR SPIKE j 3 _ 9d' d a.. d DISK W/"X" 0.1' BELOW SURFACE VISITED 10--16--13 ►�� 0 9 FOUND MONUMENT AS NOTED CALCULATED MONUMENT POSITION 0 + SURVEY CONTROL AS NOTED Q SANITARY SEWER MANHOLE 0 STORM CATCH BASIN < STORM CULVERT N WATER VALVE EB WATER METER FIRE HYDRANT -0- UTILITY POLE E— GUY ANCHOR © PAD MOUNTED TRANSFORMER m JUNCTION BOX OO FENCE POST o MAILBOX n SIGN EVERGREEN TREE DECIDUOUS TREE xy�°� SPOT ELEVATION (TYP) ASPHALT SURFACE CONCRETE SURFACE • GRAVEL SURFACE FIELD LOCATED UTILITY LINES: - - - BP - - - BP - BURIED POWER rm BURIED TELEPHONE LINE TEL - BURIED TELEPHONE -MULTIPLE LINES GAS— BURIED GAS LINE --- w w -- BURIED WATER LINE — sn SD — BURIED STORM LINE — ss ss — BURIED SANITARY LINE -UHP- OVERHEAD POWER LINE BOUNDARY RIGHT OF WAY LINE MONUMENT LINE - — — — -- — - EASEMENT LINE PARCEL LINE —�� FENCE AS NOTED - - --3a1- - - MINOR CONTOUR LINE —300— — MAJOR CONTOUR LINE IE=317.14' (12" RCP-E&S) R1m=1)cv,v1 IE=317.99' (12" IE=317.86' (12" RIM=320.77' IE=318.71' (12" RCP-E) IE=318.76' (12" RCP-W) 4 - EIHP — STORM CATCH BASIN RIM=321.62' IE=319.60' (12" RCP-W) Z 0 0 Ld w g N h-- I Q I U z I < a o d a � o z 3 U ui Q Q A U O in ao va •. P 1 'O r�. �' C �v uj z 9 ,.I \ W `C �w> z Epp Q D v U C/) 0 .� r. _ ♦ v/! ) N ■ < 06 W D L �) w V %-- U W rn Q� Z Z) v w � of MW a5 yes R W c \ co Z N W U 6i U - 0 w a a w (L 0 0 0 z o 2 0 cj) 0 00 Q w Cy) Z W Lu cr W m w z m L n il <..� yij r L J o U r 0 Z 55 D 0 cc 0 c W 01) Q � U � � Q `- J w cr fri W ZW L o — wCL w 0 uj SHEET NO. 1 OF 2 PROJECT NO. � 15894 w� � i I m in HORIZONTAL SCALE: 1"=20' 20 0 20 40 0 9 FOUND MONUMENT AS NOTED ® CALCULATED MONUMENT POSITION SURVEY CONTROL AS NOTED Q SANITARY SEWER MANHOLE ❑ STORM CATCH BASIN < STORM CULVERT N WATER VALVE 6D WATER METER �Q FIRE HYDRANT -o- UTILITY POLE E— GUY ANCHOR PAD MOUNTED TRANSFORMER In JUNCTION BOX OO FENCE POST o MAILBOX -� SIGN EVERGREEN TREE DECIDUOUS TREE SPOT ELEVATION (TYP) 0 ASPHALT SURFACE ° CONCRETE SURFACE ' GRAVEL SURFACE BOUNDARY RIGHT OF WAY LINE — MONUMENT LINE - — — — — — - EASEMENT LINE PARCEL LINE FENCE AS NOTED ---301--- MINOR CONTOUR NT UR LINE — —300— — MAJOR CONTOUR LINE FIELD LOCATED UTILITY LINES: - - - BP - - - BP - BURIED POWER TEL BURIED TELEPHONE LINE BURIED TELEPHONE -MULTIPLE LINE TEL GAS BURIED GAS LINE --- w v — BURIED WATER LINE — sr) sn -- BURIED STORM LINE — ss ss — BURIED SANITARY LINE -OHP- OVERHEAD POWER LINE 4) b E 79 0 —rt 27 22 omitAM r�FOUND 5/8" REBAR NO CAP r VISITED 10-30f13 / / { x I 1 ( I WOOD FENCE X, PARCEL NO.1 ;� \ \ 0721049088 I LLI Z \ coo \ \ \ GRAVEL •� '..:`''t ` DRIVE -: :;r -'� `' „': .'• EXISTING x. HOUSE Xi 1 FOUND 1/2" REBAR / �,a`' & CAP, LS 15025 \ x� VISITED 10-30-13 I \ FOUND 1/2" REBAR 1 & CAP, LS 15025 N88'57'06"W 244,70' I t i / VISITED 10-30-13 331 ~ `330 f FPRPANE TANK i \ D / � � SHED , • �, ' °°� \�� �� / EXISTING . d 1 � HOUSE d � / a 0 / a t P4 e, d� UU'} O W / Cl j �, c" cEn l xLLI 'j�" W c o DRAINFIELD \ AREA ?} — 332 I / o SHED t PARCEL NO. / f ;,:\ \ -" N88'51'06"W 100.00' ':�.. 0721049087 ' TALL WOOD FENCE �•� ..t• ��•; FOUND 1 2 REBAR -� PARCE L NO. & CAP r, L S 15025 �- - - 07 I 21 VISITED 1 � TE 0 491 30 1 2 i 3 9 4 MATChILINE SEE SHEET 1 \ 9 •�� 3 2 V V) z V) s w of o f N V a o w z w a U Q a o V) C0 � rn o w a ti ...., J ..... a 0 v .` U? LL i W D rr�� w 0)Y `V`J Z µ ® � ® t t1 VJ W ram- z fo m % ` U y 13i o W U - O Q �a ti O I Q � x U p O o 0 cj) o oo W cr W w ® -j J w W �✓ J QH' pry V mJ � 0,z W z Lu m W CL CL "® LLJ U v— z 65 0 a O z �-- w W Q� U_ J> _ > 3 Q ir w � W w w 6L a FEWo x �LZIF- SHEET NO. � rm J� W I I I I I U (/) � w w = Q L U U� / I\ I I 3 \ W tj �U� t��> O<� �od> ( I I I � w - X 3ONIA QOOM / ) Ln 3 L`' 1 1(3 �' '- � 11Vl ,9 _ - - - \ sus CD t——a— - _ 7" _---------_---------------- - - II 3 27. 11 LLJ / /7 - x 6' TALL / 9� I S00°55'28"W 299.96' - - I I - - - / - - - — I �, z � 11 �8� WOOD FENCE /11 �x \ \ / / / I \ \ I \ / I Q � I \ \ I / / X �\ \ m Zt 1_1 II ° % / \ \ 1 (2) I II A I _/: ' �'�'// / /9 Z� X - I l�/ I I I I t7 Q °� III----�— I F1L /_'C ; �` o II ,, � I ` U - �� 24 AL / / \ 1 1 I �.��, �' % P o o I I I I 3 �� I / I I / / .�> s r.�.�, oo N o I I I I o _ �� I I / / I / I / I I �,;, ♦� ; `� <<Il, I III 3 \ w v> S� I w �Fx X / / ��� �`� 1 11 P I I I II I \ O O / I \ I J z �9. 1 / O > 2 � IoI ¢ o // //9�sX/ /// I / / \) I III I 3 \LI-- -�,—I O I o o � I / ." / / / / / I \ I I I IM \ / / / / 69 �� � 1CD CD I / X / � / // I / I \ I I I I I 3 \ / I � j� — — — — / II Il PARCEL �1®0 /l / i / I \ \ \I �``/"x I Ii I I N \ f 1 LEGEND: I� / I 1 1 ®��1L�r�1L�� l I I I \ \ I , I I �3 \ 1, \ Z mN- I boo I 1 I % / I I vv �V j II I v \ EXISTING DECIDUOUS TREE TO BE REMOVED (40) I -� o 1 I 1 ,sx // / / I I ` \\ /,� \ / / '"r _ /II \ / I zQw I \ / I I if \ / ` e � F N- \ M�, _ - _ I \ o U CO- I I \ / / / J EXIST TELEPHONE w- L_ - / - 3 � C Y<� EXISTING CONIFER TREE t0 BE REMOVED 119) \ I \ / / / AND RRIED POWER \ \11 -'a � \ I ;I' 0 z o _ Ir I I \ I \ \ / / / LINE OBE OVED \ I/ ",\ ' - - - 19 /i phi U � ❑ \ / / / � _ __- -":I.i. 3 _< z w U / EXISTING DECIDUOUS TREE TO REMAIN - 11 ._ _..�.-S �. ::.�.T� _._-. L �.. ,; . o WEST LINE OF EAST 330 OF SE 1 4 \ -------- �, :: / .:... . I _ _ I:. . __ - _ xs .:.... E I TING CONIFER r0 REMAIN 4 . .. FER TEE REM f �' \ I , x . _ \ W .. . / ;.. , :;; OF 7 l.. . 1 4 0 _ OF N AIL ... .:... . _. ..... .I- . .. s -- -- - _ _ =tea / - - ........::. -- .. - —I .. --. __-_ ---- - EXISTING - - --- --- E NG OVERHEAD PHONE LINE t0 BE REMOVED S00 55 28 W 135.60 _ - --- ---- ;L . .... - - - �--------- :... _: - - ,� _ --As---'�g�C--"13t I..,. � see / I. . I _ -.aa. - - -. — -'� - : r111, 1 c` rlj�r A- —�� — f` V EXISTING GRAVEL � ..-.-_, ..... \` :'' �.: � ,.. �-- �... II 1 �S"F ' .. . 1 ... i M — — — 1s � II O _ ►24 TO VED :. .. .. . .. . �.. , f. �.... . f i z -� o - i III I \ E MG LEPHONE LINE _ t I / 1 24 AL \ .. \ I IST x I� X CONC I�TE f- < \: TO BE REM VED f: " ... .. .': Q I, NG P WER �._ - - w I 15 � I : - / ♦ . m LLJ� I I. -. CU TO BE O I N t ,y� / Q- REM V I J^'' _ /: SH ♦ 'C / I XISTING D � _ ". / E E .. � � T TO \ .� SFORI'1E _ R 0 :y I I 3 o . _► 'r r � I w \ I O ISH -�.. I M I Eb- < -r DEM L / BE I O 1 .L:�.. REMRD 1• •� ' RA.V r I < N I; ..:': \ 1 n MO \ \ L7 REMOVED o AND RE � I 5T \ I X ,.1V J E R �' • 1 :1 II I — I `� II 120 F v ".1 \ ( le 1 O \ 8 �' A w I I �' d 1 13 f z o �/ \ L \ a 7 s _ x BE i�M6VED , \ 10 A o I a .:/ I. / IST W L . , \ , EX ING TER METER s o r> \ \ I s x i \ N' To o v BErREM VED OR / s ' .. EXISTINGa a \ \ K /. C / \ �. �\ ; I 3 i o o J I �1 r7 \ A BAND _ V. - I \ Lq d\ /' !f WALK _ A CONC L •/ \ s t a - �c, . 24 F / IsT coNc � ING BETE z / E .. \ 0'I TO B �OYED ... v >x I f x \ \ / x � CN iy i RIVE AY TO BE \ �`"::..;. "... ' ,•' ..`'. ::\: / Ex TING GRAVEL DRIVE\ � i �� LC) / / — - - - ' �i \ /' ...; . ,': � -.. TO E REMOVED \ \ \ / 1 I I N N / 7 /-- \ ► : \ sz \ \ � I I � / _ ---w \: I i I I I a I ,. ';;QO II / / IV,/ / _ ---� \ / / , 11 EXIST HOUSE AND DECK TO 4 ./ � -- - J �/L - � ...: \ / / ! ., - -ram � /.. ►) / / ., . ,.: <'..'.... , -_-- \ \r 1011 A . I I 3 / - :-\E OLISHED AND REMOYE9 / /r- _ i a t.:. '.:. \ �� I \ \ �(J}5y� ��� /,Lq.}'nI M \ \%.%-#-f 1911 1 � sd9 1-1 /-- -_� / d / / �... .. _ \ .s. PARCEL Y V®O I �! -� / / // Ile / x I 721L(,r-9®87 I/ \ \ ,,..� � 1 1 A �- EXISTING _ �� ,.:!__- . >. l l \ f t j _ \ � DECK _ HOUSE - i __y--' I : - :. \ \ I / / / - - - \ \ \ \ EXIST DECIDUO TREE` O \ \ \ \ �.#/ Ill / 1 \\ -y F:. ' .:: / / / - \ \ 1 BE, OVED, (40/LOCATI01� \ \ I I I -� Z7,XISTMG \ :/ \ / / / \ \ \ \ / \ /- \ - - ��� i II / /�-4 ... , ./ / �.,,, \ / I Ill I - - - I I \ �__ _ � • � 30 F / r_- - CONCRETEc\WALK .�/ \ I I / / / / ,e � \ ,v \ i / / \` \ \ / '. N / /I I I I ��� i t `� EXISTING SHED TO / / l � \ r / '' 3 r� -�� �-_- _-� s TO BE REINED _ �- \ I / / t (loll 3 / ^� \ / — I y /' �/ - sx I ►�_ -- --_ % BE DEMOLISHEQ � I // Iv - _ ,{,� \ \ \ .,�;; / / 1 ! � 12" •AL v I I -/ \� ( I/ I I I 1i -_' AND REMOVED / \ \11 EXIST TAL `r_- _j I _ - 7 __ ,r.. err - /'\. � !,l / 0 p 1 fy'l � I I 3 9 IN \ �_ -->' - SHED I I ,I - .6 / \ / I ♦ / r.., o I FEN \ ` _ I � --- _ / , "_ - ^� �, - - 1 / / ���` / �% EXISTING EVER3REEN TREE TO �� r1 / ° j - � I I I I\ WOOD To -- _ 1 I I / � - -� REh10Y \ <� _ _ _ \ `�-, _ f I r % "�� - / __ BE REMOVED (19 LOCATIONS) ! l.. 7� I �. n J / m N � / N\ ` \ \ \ `�`\- - _ � - - - ,»- 1 1111 AL i� �4. �''� �� r� / e (% r�6 A,1 III ,Q� t. ,� e /I' �'" ° e/ �r I I I I 3 LLJJ � u r I6" Md 25" CH ♦ !^ / w �!� I 14II - o CIO f F \\ LN ��_ ,'1 +\ ,. SAL , -°,, I �� I ♦ i i � 20 F / I J� �` _ �F I J �o �[ \J ? \ ` I ( \ .\ \ ``,7 � / I �``. "'�- ` • '�/� "'.7i e `�w.✓J 11° AL r / / v.►��+=/ / �e� ..l ` // / - � 144 \� / / � � 1%0" r$11 I I I ¢ o I� 'P i\ �``� r r ` r 16" AL-"rc''#- > % / / / . � ..-�.. 8 AL / 3 Z o ;�\ \ \ I♦ )6 -_� 1 f22 1 ti lr I • , i � 1 / ` 1 1 ,( 11-1 c� s u 1 / IS`MA r / / ' ♦ 1 `^` / L411 AL / ` /• � II A,J / �, ,,�, / / / -.� 1 I g z .�i �U~ I ( ° `2\ �\ \�� i ��� �, ; ♦ `I, J�,> �12 4. \- `ter •�� 1 / �t�' t // // / '!'��bIIF -/ /� `` / 9 o > z I II �� � � 19 F � ♦ � � �� �' ♦ �- �i�f- �'�," t�/ / / / / y EXISTING W00 / I ��/ ..l I .. 34 F PR PANE •cam, �� ♦ ✓w • 1 i -ter-/ / / / FENCE t0 9 / / �- �O H� / / "( `, { i t1 � _ II f "I \ ,> y • 1 rx; 1g11 4�. ( I / / 6 STALL 1 / / ``' / ' ors° � 12I1 AL r' I . _ i i /, . Fly / II F V - - - - / WO D FENCE REMOVEL) / / It I �_ i ♦ 1 1 \ I / / / / N I 48' ` 7 \ 11 I / / I / / / / I �__" • -,� i is 28" F EXIS�ING Pi OPANE TAW, 70 BE 1 ) / ' I \ -o. I I ��� / REM OVED (REMOVE , I I / / -��- L/ � EXISTI1�x HOUSE t\ / /ice -Of - / �°---___0 �__&Q_ - 0- I / I I / HOUSEKEEPING PAD IF (PRESENT) I / / I 3 y`sx 1 I / I / \`\�\c�`���77 k- /„ BE D�OLISHED4 . r�'''� / / I � ( / � -_.-�- / I � -�10- 1 / I 1 I / �Y�- _ [` I / REMOVED ' - n l / EXISTI�Cs POWE POLE, �SUY / / / / m ,r, I �_ - - - -- / I I . �;�,<\ \ \� I \\ / ,o> \ I / WIRE AND PouR LINE �Fo / / / o , I I 1--A--M—M ` 1 I 28" F s�sx� // // 1 / I I�.' EHOUSE ;�� I ''� �°t'P-� I REMOVED/ / I / i I I 3 l m �` / / / �. ��. .1 I I ` I / � I / �� I I I o / / / / I \ \ , "' `' _�i . \\ I �i EXIStING SHED TO / �d o , I 3 � / I I i-�i.., \ \ ` ° o - EXISTW-1 CONORETE �c-c\r•-c\ I � / Li � I I w 1, / / / �����+ . �. a. \ . a / / �� , . . BED OLISHED / X / I 1 / w I I o / / PATIO t0 BE \ I r x 1 J z / / t.. `::`:.,` I �. ► / I I \ HED,` I / / / - I I�J- / __ REMOVED r ,'^ `� n 1 IQ LLi / / I- , I` �� _ — � ��� / I 1\Lsl __ AND DYED I / �lL ®o / `r- i I Cl- I I ¢ 3 —� — .-� i �o / / / I'.. / I o / / / / I / }. I / / �' �; I o / / I,I..0 I 2� �/ N � I / I I I I / I , :<1 rr7 3 M xfsr coNc / I Q I '�v I � I r �: I / m I I /s. o �u b / / VED F" f�IU RB BE N co 0 I / / I i / / 1 ty I / I. I o / \ / - I11 LLJ I / / N / _ / , _ ===___ / / - o \ / �' / w i. / �' / / / / / / I I,.... :: :. . / / EXIS 1�Cs GRA DRNE / o Q cn —_ / -- / / I�0 3 I T � O / E REM W L%. / / 1 ,r/ / / / / / / __ / / 0 0 - -f — _ / �__--__--. -------f--�---- -----------�---_- - ---1 -.--- --- _- --- - -- --1�--r- I' .i. : . / /1.-� 3 , . I I r :f I':: , s ...:....... .......:...... . ..:...:.:.: :....:....:..... I ,.� . . . . ;.. (. .1.. ; . .: : .. . I ': ..:, :. .. . . :. ..:..:.... _. /. _. . j aoo r.. 3� M ON - 3 ..: a � :I 1 ____ :i I 3 I --- -- \ 1 _ /. -- -- - - -- -- - - -- -- -- -- -- -- - - - -- - - - - - \ - S00°58'21 "W 435.60' 6' TALL WC = -N CE / - '/ APPLE LANE ='PPLE LANE �/ /// I �\ 3 I REC. NO. 5261469 1 RE:.. NO. 5261469 /)`� I I N3 / I I 1k w 11 I 3 °���/ u � U I I I w w w _ _< I 0 0- 0- U o d d — � _ 0 V co 0LLJ 3 Lfl s > �': / i I iI, I M M 51TE CLEARING PLAN 0 - , ONP - - - BP - EXISTING OVERHEAD POWER TO BE REMOVED EXISTING C E NG FENCE TO BE REMOVED .I-\ 0 7 \ LINE OF CLEARING: AND GRADING LIMITS X" AL TREE SIZE AND TYPE Alder = AL Apple = A 0fttnut = C Douglas Fir = F Hawthorn = H Madrona = M Pine = P N I O W C, tv Ul ED I-- M x CNI z d 2 tv B 1 0 T U_ N z N a 14 z ZZK Ll! u1 m STTF PLA_'� : IPPROVAL P- -mit Number: _ _ ovec4 �+v: . lent. w 0 510 20 40 FEET 11 I T s s IV�I II I I .-, II \-,, ch�� li \ U`- Lq -O-) o 0 II 11 — a lao 10 1 II c)f N J 1 , � In rU M =�r 0:� o Calvin Jo an Associates, Inc. ARdHITEdTURE URBAN PLANNING LANDISIdAPE ARdHITEOTURE 15049 NE BEL/RED RD BELLEVUE, INA 98007 Fax' 643 4607 Tel (426) 643 3123 E- AaiL• architectq®eja-inc.com 2270 REGISTERED ARCHI E T GY D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET ESUBMITTAL KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312th STREET MR* WAY, WAs HI NCTON � IM 4255021936 SITE CLEARING PLAN DATE sun& BCAI.E As sWoul•1 DR" so oem W eo inua cl&vwn Qkk I - SHEET C1 I ;t I ry� �.' WEST LINE OF EAST 330' OF SE 1 /4 OF NW 1 /4 OF SECTION 7 rnn cc nn"�c cn' I Cv J> v , x CD _ � CD I Q �_J o QLd I-- a, v, co A PORTION OF THE NW 1/4, SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. w mac; cv —X_- / _ X SOO'58'21"W 435,60' Iz � co -d 1X PROPOSED EDGE OF R.0.1 S00°55'28"W 299.96 arX r '321 322 FOUND 3° BRASS DISK w/PUNCH AT SURFACEI I VISITED 10-16-13 t LEGEND EXISTING FEATUIES -- -- BOUNDARY/RIGHT OF WAY LINE - MONUMENT LINE — — — — — — — — EASEMENT LINE I PARCEL LINE X X X X FENCE AS NOTED - MINOR CONTOUR LINE - _ MAJOR CONTOUR LINE FIELD LOCATED UTILITY LINES: z o BURIED POWER - - = _ - --- BURIED TELEPHONE LINE C1 {- BURIED TELEPHONE -MULTIPLE LINES LU - o _- _ _......_ BURIED GAS LINE w w w BURIED WATER LINE p SD — SD SD — BURIED STORM LINE r` !r — ss — ss ss — BURIED SANITARY LINE p -oHP- OVERHEAD POWER LINE ' 0040-0 O ® FOUND MONUMENT AS NOTED w O SANITARY SEWER MANHOLE u ❑ STORM CATCH BASIN v fi < STORM CULVERT X WATER VALVE FB WATER METER 4 FIRE HYDRANT o UTILITY POLE f C-- GUY ANCHOR 4 ID JUNCTION BOX ul O FENCE POST 4 _2 SIGN w A� PROPOSED FEATUFES a w n CONCRETE CURB o I CONCRETE SIDEWALK z ASPHALT PAVEMENT p a SS SEWER PIPE n - V'v WATER PIPE 9 STORM PIPE LU h -- RC ROOF DRAIN LU DETENTION FACILITY (VAULT) TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN - +♦ SANITARY SEWER MANHOLE J� FIRE HYDRANT I-� 1 WATER FITTING WITH THRUST BLOCK 0 � N GATE VALVE 1u ttv a- 0 z _ C) APPROXIMATE EARTHWORK QUANTITIES `i� (FOR PERMITTING PURPOSES ONLY) ,_ i o i :!i ! I; l�l Qf NORTH o w } HORIZONTAL SCALE: 1n =20' CD 20 0 20 40 FOUND" BRASS PLUG IN PRELIMINARY GRADING AND SURFACING PLAN CONCRETE IN MONUMENT PRELI CASE VISITED 10-16-13 SCALE: 1 "=20' CUT: 15,300 CY FILL: 3,700 CYLU n NET CUT: 11,600 CY 0 HORIZONTAL DATUM Ul m WASHINGTON STATE PLANE COORDINATE SYSTEM, a NORTH ZONE, NAD 83/2011 VERTICAL DATUM x NAVD 88 NAVD 88 TO NGVD 29 = -3.52 FEET. C4 0 Z Q z 0 a LU iL 1.0 tl J 4 n U_ z SITTS & HILL z ENGINEERS, INC. z Ul CIVIL ■ STRUCTURAL ■ SURVEYING Ica 4815 CENTER STREET ! TACOMA, WA. 98409 } PHONE: (253) 474-9449 ! FAX: (253) 474-0153 http://www.sitts-hill-engineers.com/ cn z_ Project No.: 15,894 Project Mgr.: D.D.F. n d) Proj. Engineer: D.D.F. Proj. Drafter: R.J.S. LU ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E—Mail: architects®cja—inc.com KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 311th STREET FEDERAL WAY, WASH►NGTON TEL• 425 502.1936 PRELIMINARY GRADING AND SURFACING PLAN 09/30/2014 DATE 9/2014 SCALE AS NOTED DRAUN R.J.S. CFIECK D.DJ=. CONTRAcr Clangston COPYRIGHT 2014 CJA, NC. SHEET C2 A PORTION OF THE NW 1/4, SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. � II i .., t:• /ir ri,-u r;;-- ^ t � r1 4C f.., r ii GL Ci Do i w n P ca S00.55'28"W 299,96' X_ - - - - - - - - -„ -I - -' "- - 7 R - - -- - - n f F X '321 I ` ; 322 \ 19 �. a CD ,`,i,,l� `? ( Cr.•,q$��_.� w:' „ i.�„}`dg. (lf,�•• e^ i., �•. e_•�l':.e "i �fa�. o�.-4 `;��t�`•:N,L i , //{323 � II I Q MLO ! o -8 BUILDING -7 BUILDING R FFE 325 � FIFE 323 ; CD --J l CD Q I O.w✓ a X 1t;wC /Cj 327 i ZZ - z iwr'•i / / I / I DETENTON j j" % i � i % % / �� / i i , •�'•: / / i' ,-77FACILITY 03 ' 7, 7 , WEST LINE OF EAST 330' OF SE 1 /4 I OF NW 1 /4 OF SECTION 7 \ S00.55'28"W 135.60' -' �tC"3M m rz�o I �o - o vz V V. i N o o I� °- 'w co v co V; ' CD O RD -i S00°58'21 "W 435.60' IIII ; i PRELIMINARY STORM DRAIN UTILITY PLAN SCALE:1 "=20' 25LF-12" O CPEP @ 0.50% MIN._ 22LF-12;O tPEP @ 0.50%J/ I' : NORTH HORIZONTAL SCALE: 1 "=20' U o 20 0 20 40 LEGEND PROPOSED FEATURES STORM PIPE SD ROOF DRAIN RD DETENTION FACILITY (VAULT) TYPE 1 CATCH BASIN ® TYPE 2 CATCH BASIN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/2011 VERTICAL DATUM NAVD NAVD 88 TO NGVD 29 = -3.52 FEET. CATCH BASIN (CB) SCHEDULE CB ID STRUCTURE COVER RIM IE WITH RECTANGULAR CB101 TYPE 1 CB BOLT DOWN 327.72 324.94 12" S (OUT) HERRINGBONE GRATE WITH RECTANGULAR 324.80 6" E (IN) CB102 TYPE 1 CB BOLT DOWN 327.69 324.80 12" N (IN) SOLID COVER 324.80 12" S OUT WITH RECTANGULAR CB103 TYPE 1 CB BOLT DOWN 326.50 325.44 6" W (OUT) HERRINGBONE GRATE 318.11 12" NW (IN) CB201 TYPE 2-48' WITH CIRCULAR, BOLT 323.00 318.89 12" SW (IN) DOWN SOLID COVER 318.11 12" SE (OUT) 317.85 12" NW (IN) CB202 TYPE 2-54" WITH CIRCULAR, BOLT 320.61 311.93 12" E (IN) DOWN SOLID COVER 311.93 12" W (IN) 311.93 12" S (OUT) CB301 TYPE 2-48" WITH CIRCULAR, BOLT 319.31 311.80 12" N (IN) DOWN SOLID COVER 311.80 12" S (OUT) CB302 TYPE 2-48' WITH CIRCULAR, BOLT 317.07 311.50 12" N (IN) DOWN SOLID COVER 311.50 12" W (OUT) WITH CIRCULAR, BOLT 309.56 12" E (IN) CB401 TYPE 1 CB DOWN SOLID COVER 311.66 309.56 12" SW (OUT) FILTERRA-01 4'X6' UNIT SEE FILTERRA DETAIL 323.29 319.29 12" NE (OUT) C3 ON SHEET C5 FILTERRA-02 4'X4' UNIT SEE FILTERRA DETAIL 320.91 316.91 12" NE (OUT) C3 ON SHEET C5 FILTERRA-03 4'X4' UNIT SEE FILTERRA DETAIL 321.75 317.75 12" E (OUT) C3 ON SHEET C5 FILTERRA-04 4'X6' UNIT SEE FILTERRA DETAIL 320.03 316.03 12" NW (OUT) C3 ON SHEET C5 SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET TACOMA, WA. 98409 PHONE: (253) 474-9449 FAX: (253) 474-0153 http://www.sitts-hill-engineers.com/ Project No.: 15,894 Project Mgr.: D.D.F. Proj. Engineer: D.D.F. Proj. Drafter: R.J.S. W ,I Ca \v Ili, iC lil f(0 !I da If li l(iill, 11 C ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E-Mail: architects®cja-inc.com KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312rh STREET UERAL WAY, WASHINGTON TEL• 425.502.1936 PRELIMINARY STORM DRAIN UTILITY PLAN 09/30/2014 DATE W014 6CALE AS NOTED DRAIN R.J.S. CHECK D.DF. CONTRACT Clangston COPYRIGHT 2014 CJA, NC. SHEET C3 LEGEND A PORTION OF THE NW 1/4, SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. W f O• I-X S00'55'28"W 299196' - Ici:: X '-- J ?- R D RD -- PROPOSM FEATL%8 SS SANITARY SEWER UTILITY PIPE W PVC WATER UTILITY PIPE p F PVC FIRE SERVICE UTILITY PIPE SANITARY SEWER MANHOLE p Ln FIRE HYDRANT WATER FITTING WITH THRUST BLOCK - ; d N GATE VALVE Ul Cl 7 323 00 a _, > HORIZONTAL DATUM BUILDING R-8 BUILDING R-7 (Q G WASHINGTON STATE PLANE COORDINATE SYSTEM, FFE 325 -- FIFE 323 N _x x / SSCO-201 SSCO-203 p NORTH ZONE, NAD 83/2011 p �rC) v Z �LU X SSco R8; s co R7 VERTICAL DATUM �o A NAVD 88 4 _ �\ NAVD 88 TO NGVD 29 = -3.52 FEET. -` r , 61 ul 1 I 1, i I I ' i Rn '=-1 u SANITARY SEWER MANHOLE (SSMH) SCHEDULE SSMH ID NOTES RIM IE N/E SSMH-101 TYPE 1 MANHOLE-48" 315.51 299.96 8" N (IN) 86 8" W (OUT) N:121309.85299 E:1265023,83 305.43 8" N (IN) SSMH-102 TYPE 1 MANHOLE-48" 318.56 305.59 6" NW (IN) 6" NE (IN) N:121379.27305.59 E:1265024.88 305.43 8" S (OUT) SSMH-103 TYPE 1 MANHOLE-48" 320.10 307.93 8" NW (IN) 8" S (OUT) N:121409.81307.83 E:1265025.34 310.42 8" NW (IN) SSMH-104 TYPE 1 MANHOLE-48" 321.23 310.59 6" W (IN) 6" E (IN) N:121432.08310.59 E:1265012.11 310.32 8" SE (OUT) 316.30 8" NW (IN) SSMH-105 TYPE 1 MANHOLE-48" 323.86 316.30 6" W (IN) N:1214 83.75 E:1264981.481.44 316.20 8" SE (OUT) SSMH-106 TYPE 1 MANHOLE-48" 326.20 319.46 8" N (IN) 8" SE (OUT) N:121540.12319.36 E:1264957.42 321.38 6" NW (IN) SSMH TYPE 1 MANHOLE-48" 326.53 321.38 8" N (IN) 321.38 6" E (IN) N:121576.40-107 E:1264954.38 321.28 8" S (OUT) SSMH-EX1 TYPE 1 MANHOLE-48" 310.22 299.05 8" E (IN) 298.95 8" W (OUT) N:121314.38 E:1264862.54 N U 1l- lu _a OL a LU LU LU 4 lu 0 0 z 0 d a i t- LU 77 LU 4�q IK u O (n SSMH- ` " t TI WATEMAIN 1 � � �` • ` if � a � � o�Q � - 316 (1J 1�U Fn I 328` / D •- • 60 # ' N 136L 6„ 0 PVCS-03 -SSCO yr _ _ D. �.0 / 1 I i ' l/�' t` t t�'Ij • •i D o I 75LF-6 0 PVC LL. _ : - o F W G 55 SSMH-105,,5 �/ ' BUILDING ,R o o �= � � 1 � SSCO- FFE 321 �¢t- zLi 3 F W' ^� F O n 102 , w �� S SSCO R5 F W cj // (n 32N �' _ L1 NP rn / ` Cn 5 ; - - - I. -- n - PVC U 78LF-6 LU D - 0 PVC LU J... 36LF 8 � Ss 'a �.' SSCO-A1 N • / f ° 1, SSMH-107 1 N I ' _ r % ° _ I 00 N = X 58LF-8 4 PVC SSMH-106 -326� i , e •, D - D SS ® i ;\SSCO x RE 0 2 A 1 r� 1 1 " P, L ' SSCO 301 328- J h� SSCO-R2 8LF- PVC Q _BUILDING R-4 I 1 BUILDING R-2 E 321 ° FIFE 327BUILDING R 3 - ^ I .D - FIFE 324 � E 4 / SSC0-R1 12LF-6"0 PVC / / 1 SSCO-R4SSCO 3� I , - r _-- N ! F� T(P� M O L EBUILDING R-1 FFE 328 � 1= 0 .1 1 P IU I� O_ . L' i r r, / I 2� F EB - o R � C L 1 r ,� y � � , ,- ! 1 3 z + U- ri ' a J P� - - - - SSMH-SSMH S00.58'21"W 435,60' / - �` ^,^ u) y i �z v J o CY- N NORTH W y -- ._ _._ ._ ...__ A r, . J � HORIZONTAL SCALE: 1"=20 20 0 20 40 PRELIMINARY UTILITY PLAN z lu m Uyl 4 N z n ll.l SCALE:1 "=20' ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E-Mail: architects®cja-inc.com KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312rh STREET FEDERAL WAY, WASHINGTON TEL 425502.1936 PRELIMINARY UTILITY PLAN 09/30/2014 DATE 3/2014 SCALE A5 NOTED DRAN R.J.S. CHECK OF. CONTRACT Clangston COPYRIGHT 2014 CJA, NC. 5HEET 39' 12' EX 60' RIGHT-OF-WAY Jz 1 30' 30' I OPTION A ASPHALT CONCRETE PAVEMENT 4" COMP. Li tw wl DEPTH (2 LIFTS) CLASS J" HMA PG 64-22. �I COMPACT TO 92% RICE VALUE. ki Iw 10" COMPACTED DEPTH ASPHALT TREATED BASE. COMPACT 'o Iw o Of TO 95% MAX. DENSITY I� IX 5' oI ,<► SUBGRADE - COMPACT UPPER 24" �w 3 Iw 8 I 6' BIKE 11' wl TO 95% MAX DENSITY. UTILITY STRIP SIDEWALK PLANTER LANE LANE 6 (1/2 CENTER 1 _ t FINISH TURN LANE) 1 ` GRADE EXISTING GRADE .' r- ------------------- CONCRETE V -- - _- , N CURB & GUTTER EXISTING DITCH SECTION PER CITY OFF PAVEMENT SE FEDERAL WAY DEVELOPMENT STANDARD. SEE MINOR ARTERIAL PAVEMENT SECTION REQUIREMENTS OPTION B ASPHALT CONCRETE PAVEMENT 8" COMP. DEPTH (2 LIFTS) CLASS I" HMA PG 64-22. COMPACT TO 92% RICE VALUE. ASPHALT CONCRETE PAVEMENT 6" COMP. DEPTH (2 LIFTS) CLASS 1" HMA PG 64-22. COMPACT TO 92% RICE VALUE. SUBGRADE - COMPACT UPPER 24" PTO 95% MAX DENSITY. HALF -STREET IMPROVEMENTS ROAD SECTION MINOR ARTERIAL PAVEMENT SECTION SCALE: N.T.S. ROUND SOLID COVER MARKED "STORM" WITH LOCKING BOLTS A B3 B2 12" MIN. C2 B1 FLOW RESTRICTOR (RISER ASSEMBLY) DRILL ORIFICE TO DIAMETER IN FLOW RESTRICTOR. SEE TABLE BELOW. ORIFICES -TEE RISER N.T.S SHEAR GATE GATE W/CONTROL ROD. ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT W/COVER CONCRETE DETENTION VAULT, SEE PLAN. MORTAR (TYP.) C1 SCALE: N.T.S. A=PIPE DIA. B1=BOTTOM ORIFICE B2=MIDDLE ORIFICE B3=TOP ORIFICE C2=OUTLET ELEVATION RESMTOR PLATE DETAIL F!-'MOVABLE N,(:-,T ERTIGHT (,JUPLING PLATE WITH ORIFICE ELBOW DFilk1L N.T.S. CONTROL STRUCTURE LOCATION B1 B2 B3 A C1 C2 ELEV. DIAM. ELEV. DIAM. ELEV. DIAM. ELEV. DIAM. ELEV. DIAM. ELEV. DIAM, FACILITY 01 31&58 0.49" 321.64 0.72" 322.05 0.43" 323.53 12" 323.97 12" 318.58 12" FACILITY 02 309.99 0.56" 314.98 0.79" 315.39 0.48" 316.99 12" 316.44 12" 311.99 12" FACILITY 03 310.69 0.55" 315.68 0,78" 316.09 0,47" 317.69 12" 317.37 12" 312.69 12" FACILITY 04 307.95 0.42" 310.58 0.63" 313.29 0.38" 314.95 12" 311.48 12" 309.95 12" TYPICAL DETENTION FACILITY CONTROL RISER SCALE: N.T.S. VENT AT 3000 PS REINFOR( TYPICAL AC'CFS`; MANHOI F W/ SOI In DETENTION FACILITY (VAULT) D1 DETENTION FACILITY TYPICAL PLAN AND SECTIONS SCALE: N.T.S. 5 LN ILKINU ANU LLAVINU LT BELOW THE WATER DESIGN LEVEL SHALL BE MTH A NON -SHRINKING, SOUS GROUT ASPHALT PAVEMENT SECTION ACCESS MANHOLE W/SOLID LOCKING LID REMOVABLE SIGN - O AT EACH ACCESS MANHOLE WITH CONFINED SPACE WARNING 5.0% 5.0% WIDTH PER PLAN SECTION A ACCESS LADDER (TYP.) INLET PIPE SEE LAN AN CB SCHEDULE 3/8" EXPANSION JOINT WITH FILLER 15' ON CENTER, 1/8" CONTRACTION JOINTS EVERY 5' BETWEEN 4" THICK CONCRETE SIDEWALK WITH BRUSHED FINISH 4" CRUSHED SURFACING TOP COURSE, COMPACTED TO 95% MAX. DENSITY COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY (18 INCH MINIMUM DEPTH) a a a a 4 6 d q 3/8" TO 1/2" R. CONTRAC110N JOINT DETAIL a4 d 6 a a A d PREMOLDED JOINT 3/8" TO 1/2" R. FILLER EXPANSION JOINT DETAIL NOTES: 1. EXPANSION JOINTS SHALL BE PLACED ALONG SIDEWALKS AT 15' MAXIMUM SPACING. G CONTRACTION JOINTS SHALL BE PLACED BETWEEN THE EXPANSION JOINTS AT A 5' MAXIMUM SPACING (SEE DETAILS). EXPANSION JOINT SHOULD BE PROVIDED AS APPLICABLE BETWEEN SIDEWALK AND CURBS. CONCRETE WALK SECTION SCALE: N.T.S. U OD-W DIMENSION ID-W DIMENSION j (MEDIA + GALLERY) Z 6.00" W DIMENSION NO DUMPING PLACARD. LL TYPICAL WALL THICKNESS. y (MEDIA AREA) d Y ! CLEAN OUT ACCESS r -�I i- -i ___� 48.00" CURB INLET OPENING, SEE TABULATION. COVER. OD-L 3X �2.00" `�G�G - INLET/OUTLET, OPTIONAL ON THREE DIMENSION IRRIGATION PORT. °,,Jn----� ��, ---��, - SIDES. 024.00" RCP MAXIMUM. Ao` -,--_ C, A DIMENSION ���� o�c 7 _ (MEDIA AREA) INTERNAL CLEAN -OUT ACCESS COVER. -----,I---------- r-- -� - - - - - -- - - - " 024.00" MAINTENANCE/INSPECTION TREE GRATE, SEE TABULATION ACCESS COVER, STANDARD. FOR SIZE &QUANTITY. 2X INTERNAL BYPASS MODULES. - PRE -FILTER AREA WITH TREE/PLANT, CUSTOMER TO SPECIFY, - INTERNAL BYPASS. TO BE INSTALLED AT TIME OF ACTIVATION. a o - 024.00" MAINTENANCE/INSPECTION ACCESS COVER, ap STANDARD. SEE DETAIL ABOVE & TREE 33RATE, SEE TABULATION ----� oa DETAIL SHEET 1 OF 2. FOR SIZE & QUANTITY. \ \ h -ANGLED PRE -FILTER SCREENS. 3" TO 4" PLANTING MULCH. FILTERRA FILTER MEDIA PROVIDED. -\ INTERNAL CLEAN -OUT ACCESS COVER./ CURB INLET / PRE -FILTER CLEAN OUT ACCESS COVER. \ \ \ ( ! WITH INTERNAL BYPASS. 6.00" MINIMUM 1 _ .71' [8.501] 3X 14 00" } it GUTTER FLOW LINE - - �, 4.50 [54.00"] 02.00" IRRIGATION PORT. 2X INTERNAL BYPASS CLEAN OUT ACCESS PIPE. - MODULES. 4.00' [48.00"] 04.00" PERFORATED PIPE.------_' DRAIN ROCK PER SF=CIFICATION. - -_ i - 4.00" TO 6.00" MINIMUM.f INLET/OUTLET, OPTIONAL ON THREE SIDES. SECTION A -A BEDDING. 024.00" MAXIMUM. TABULATION Size ! Designation L 6Med a Area (Feet) W Media Area Feet ID-W Media + Gallery Feet OD-W x OD-1_ Outside Dimension Tree Grate Quantity / Size Inlet Opening ' 4' X 4' 4.00' 4.00' 6.50' 5.00' x (.50' lea. / Tx 3' 48.00" 4' X 6' 4.00' 6.00' 8.50' 5.00' x 9.50' 1 ea. / Tx 3' 48.00" 4' x 6.5' 4.00' 6.50' 9.00, 5.00' x 10.0 ' lea. / 3x 3' 48.00" 4' x 8' 4.00' 8.00, 10.50' 5.00' x 11.5 ' lea. / Tx 3' 48.00" 4' x 12' 4.00' 12.00' 14.50' 5.00' x 15.5 ' 2ea. / 3' x 3' 48.00" 4' x 16' 4-00' 16.00' 18.50' 5.00' x 19.50' 2ea. / 3' x 3' 48.00" 6' x 6' 6.00' 6.00' 8-50' 7.00' x 9.50' lea. / Tx 3' 48.00" 6' x 8' 6.00' 8.00' 10.50' 7.00' x 11.5 ' 1 ea. / 4' x 4' 48.00" 6' x 10' 6.00, 10.00, 12.50' 7. ' x 13.50, 1 ea. / 4' x 4' 48.00" 6' x 12' 6.00' 12.0 ' 14- ' 7- 1 2ea. / 4' x 4' 48.00" 8' x 12' 8.00, 12.00' 14-50' x 1 2ea. / 4' x 4' 48.00" 8' x 16' 8.00, 16.00' 18.50' 9.W x 19. 'tea. / 4' x 4' 48.00" 8' x 18' 8.00, 18.00, 20.50, 9.00' x 21' 3ea. / 4' x 4'1 48.00" 8' x 20' 8.00' 20.00' 1 22.50' 9.00' x 23.5 ' 3ea. / 4' x 4' I 48.00" x Longer Inlet openings avauaDle In b.uu, Increments, Limited by the ID-L Dimension. ic* Longer outlet gallery available in 6.00" increments, Limited by the ID-W Dimension. • PREFILTER CHAMBER AND/OR INTERNAL BYPASS FEATURES ARE THE PROPERTY OF KRISTAR ENTERPRISES, INC. ISSUED OR PENDING PATENTS APPLY. • MODIFICATION OF DRAWINGS IS PERMITTED ONLY BY WRITTEN AUTHORIZATION FROM KRISTAR ENTERPRISES, INC. Filterre - Bioretention System - �_ KriStar Enterprises, Inc. with Pre -Filter Narrow Width KRISTAR 360 Sutton Place, Santa Rosa, CA 95407 Internal Bypass -Curb Ph:800.579.8819, Fax: 707.524,8186, www.kristar.com US PAT6,6,297,7,2174 DRARiNG NC, REECDATE SHEETAND 5632(End Inlet Version) K-FTPFNW-IB-CV 01 1 0016 NEW 4 22/13 1 APR 4 22 13 2 OF 2 TYPICAL FILTERRA UNIT SCALE: N.T.S. II-11 Ili II 'II-lu-u 'lu' ul n _ _nl 1u-11 nl-lu=nl=0111 I_- � �iIlllllurui IIIIIi�IIIIIiTillliii i�Tc=-��iillli�rlT1iTi IITIIii hLr CONTROL RISER, SEE DETAIL THIS SHEET 0.5% ACCESS MANHOLE W/SOLID LOCKING LID OUTLET PIPE SEE STRUCTURAL FOR COMPACTION, TYPE, THICKNESS AND MATERIAL REQUIRED FOR SUITABLE BEDDING SECTION B UNDER VAULT ASPHALT PAVEMENT 21" COMP. DEPTH LIFT) CLASS f HMA PG 64-22. COMPACT TO 92% RICE VALUE. 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE, COMPACT TO 95% MAX DENSITY SUBGRADE - COMPACT UPPER 18" TO 95% MAX DENSITY, MOISTURE CONDITION AS NECESSARY. ASPHALT PAVEMENT SECTION SCALE: N.T.S. SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sitts-hill-engineers.com/ Project No.: 15,894 Project Mgr.: D.D.F. Proj. Engineer: D.D.F. Proj. Drafter: R.J.S. r.0 C LEI II C II ,9�I ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E-Mail: architects®cja-inc.com KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312th STREET fEDERAL WAY, WASHINGTON TEL• 425502.1936 PRELIMINARY SITE DETAILS 09/30/2014 DATE W014 SCALE AS NOTED DRAM Ri.s. C Em Or*. CCNTRACT Clargatm COP't 601' 2014 CJA, INC. SHEET CS 335 330 325 320 315 310 305 340 335 330 325 320 LINE 'A' STORM DRAIN UTILITY PROFILE " % SCALE:1 "=20' HORIZ. 1 "=5' VERT. LINE 'B' STORM DRAIN UTILITY PROFILE SCALE: 1 "=20' HORIZ. 1 "=5' VERT. 40 3: 335 32 330 31 325 31 320 30! LINE 'C' STORM DRAIN UTILITY PROFILE SCALE:1"=20' HORIZ. 1"=5' VERT. 325 320 315 310 305 ni 335 330 325 320 315 310 305 SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET TACOMA, WA. 98409 PHONE: (253) 474-9449 FAX: (253) 474-0153 http://www.sitts-hill-engineers.com/ Project No.: 15,894 Project Mgr.: D.D.F. Proj. Engineer: D.D.F. Proj. Drafter: R.J.S. 0 a w U a w tH a X C" N oIz 0 Q a LU to 4 0 Q LU R a LU z z LU LLL ll.l 1 .Q ltT z a U1 LU z 1-- FAAM Calvin Tardlan AAsociales, link® ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E—Mail: architects@cja—inc.com WAS LL1�j A3j�t,�,c 0�� L 49452 Cyr �EGISTEg�9 w �SSICNAL R..00ESS IV PERMIT Sr-T KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312rh STREET FEDERAL WAY, WASHINGTON TEL• 425 502.1936 PRELIMINARY STORM DRAIN UTILITY PROFILES 09/30/2014 DATE 9/2014 5 IT EE SCALE AS NOTED �J1 t I DRAM RJ.5. CHECK D.DF. CONTRACT Clangston C6 COFYRJGHT 2014 CJA, NC. E `- A �; A 37g ���� - z k - 3 - 1 SW 312TH STREET ...., u =i;- ' STATION=14+12.33 OFFSET=37' L VERTEX (DECISION POINT) �I9 14.5' BACK FROM EDGE OF'�� PROPOSED ASPHALTS 6 _ - — — - -... r. `v Ana .. � 333. 4' I � � � �•. MAG NAIL N:121305.30 A PORTION OF THE NW 1/4, SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. • l 1 k y - r 31 1 - 32� PROPOSED EDGE OF ASPHALT/FACE OF CURB------a1.g20� x X f , `=MAG NAIL 15+0 ' 121302.27 :3265106.86 Jh— _-IFOUND 1 /2" REBAR 1 _ & CAP, IS 10708 , VISITED 10-16-13 R i880.08 ' EXISTING EDGE OF ASPHALT — — „ EXISTING FOG -LINE/ — — �- r EDGE OF TRAVELED WAY--..\:.__ - V-_ -- --- ! _— # EXISTING PAINTED CENTERLINE w_ ` _ — _ p; EXISTING CENTERLINE SW 312TH STREET a ; .� STATION=17+97.33 �- OFFSET=11' L 3fl.. -' _ 241.30'(C, R2, R3) -}}b0 18+00 — 18 21 FOUND 3" BRASS DISK W/ PUNCH AT SURFACE 385 - ` " J VISITED 10-16-13 NORTH HORIZONTAL SCALE: 1"=20' SITE ENTRANCE AT 385 FEET ALONG SW 312th STREET (CASE B2) 20 0 20 40 SCALE: 1"=20' HORIZONTAL SCALE: 1 "=20' SW 312th STREET SIGHT DISTANCE AND CENTERLINE PROFILE 20 0 20 40 SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' 5 0 5 10 VERTICAL SCALE: 1 "=5' LEGEND EXISTING FEATL%8 -- -- BOUNDARY/RIGHT OF WAY LINE - - MONUMENT LINE — — — — — — — — EASEMENT LINE PARCEL LINE FENCE AS NOTED X X K X —4-- - ---- -- MINOR CONTOUR LINE - MAJOR CONTOUR LINE FIELD LOCATED UTILITY LINES: - BURIED POWER BURIED TELEPHONE LINE BURIED TELEPHONE -MULTIPLE LINES - BURIED GAS LINE — w — w — w BURIED WATER LINE — - s0—SD — BURIED STORM LINE — ss ss ss — BURIED SANITARY LINE OVERHEAD POWER LINE -OHP- NwOmIll ® FOUND MONUMENT AS NOTED O SANITARY SEWER MANHOLE STORM CATCH BASIN STORM CULVERT WATER VALVE Li WATER METER FIRE HYDRANT -0- UTILITY POLE C--- GUY ANCHOR 01 JUNCTION BOX OO FENCE POST SIGN PROPOSED FEATURES = CONCRETE CURB CONCRETE SIDEWALK SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-0153 http://www.sitts-hill-engineers.com/ Project No.: 15,894 Project Mgr.: D.D.F. Pro;, Engineer: D.D.F, Proj. Drafter: R.J.S. z_ 0 ARCHITECTURE URBAN PLANNING N LANDSCAPE ARCHITECTURE �u � 15049 NE BEL/RED RD C1 BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 Q E Mail: architects®cja—inc.com Q R1, q- FILL Of WAS�I�O �°y�Cs, a L cP oil K11 w _SS LU P IV R PERMIT SET U-10�1 C 0 1 t, 0 z 0 ui 1V 1L J Q O i-- 11J U C� z KEY INDEX LU m X X MIRROR LAKE 0 VILLAGE z N z Washingston Clangston Investment Croup, Inc. Z n 836 SW 312th STREET LU FEDERAL WAY, WASHINGTON TEL• 425502.1936 N 11 'Q S SW 312th SITE N DISTANCE EXHIBIT z 09/30/2014 m QDATE 9/2014 5I `CCGGGT WALE A5 NOTED Z_ DRAW RJ.S. CHECK O.D.F. � 8 (QQpKCC CONTRACT Clargston j COPYRIGHT 2014 ul CJA, INC. LEGEND A PORTION OF THE NW 1/4, SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. M N " LU CD \ 19 Y y i , 1 : l t , Nk \/ r ;," �=15 � a Id 77 \ tr3 Z_ Fr. t Y... , �-,- -� ;.� f _K�=- ,� _ �,> �. � ,�:� 1 2TH TRH r x STATION-> 4. 3 r PROPOSED EDGE OF ASPHALT/ -).17,_.._ _ • .. r.-._. �\ � - �.- ' -__ _ o FACE OF CURB 770 315 v. ,- �, I VERTEX (DECISION POINT 319 r CD314' h � � -; 14.5' BACK FROM EDGE OFF\� EXISTING FOG -LINE/ E1.3._. . _ t i `�, a *.. y PROPOSED ASPHALTS EDGE OF TRAVELED WAY — — <Q,�LL g' TALL ��� — — i 1 �, .. WOOD FENCE �, •: \ �'� , i .`l-N• t � EXISTING PAINTED CENTERLINE77 �� 333. 4' ; — Now _ - 6Cg - = EXISTING CENTERLINE LINE OF SIGHT _a SIGHT DISTANCE _ ;= 3 TRIANGLE I � � � 0. sit ,z M NAIL � t�G L 1862 43 (C) ®� `; - - N:121305.30 / ,,�• Room Ei — — — — — _® _ E•1264956 .84 mammaCALCULATED MONUMENT POSITION RR SPIKE N88`57'06"W 2562.53'(M) tl wa BY EXTENDING MONUMENTS IN t SITE TBM 2562.45'(R3) 2562.56'(R4) 10TH AVE. SW SOUTHERLY \ SW 312TH STREET 12TH STREET -- — . - SW 3 - -- — - -- - STATION=9+67.29 -- _ - _ ~r _ j 4' TALL CHAIN -- - LINK FENCE - U a ~ NORTH HORIZONTAL SCALE: 1"=20' SITE ENTRANCE AT 385 FEET ALONG SW 312th STREET (CASE B1) 20 D 20 40 SCALE: 1"=20' 330 325 320 315 310 305 111 HORIZONTAL SCALE: 1"=20' SW 312th STREET SIGHT DISTANCE AND CENTERLINE PROFILE 20 0 20 40 SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' 5 0 5 10 VERTICAL SCALE: 1 "=5' EXISTING FEATURES -- -- BOUNDARY/RIGHT OF WAY LINE — — MONUMENT LINE — — — — — — — — EASEMENT LINE PARCEL LINE FENCE AS NOTED -- -- MINOR CONTOUR LINE MAJOR CONTOUR LINE FIELD LOCATED UTILITY LINES: - BURIED POWER BURIED TELEPHONE LINE BURIED TELEPHONE —MULTIPLE LINES - BURIED GAS LINE w -- w — w -- BURIED WATER LINE — so — so — sD — BURIED STORM LINE — ss — ss — ss — BURIED SANITARY LINE OVERHEAD POWER LINE —oHP— ►" o 9 FOUND MONUMENT AS NOTED Q SANITARY SEWER MANHOLE ❑ STORM CATCH BASIN < STORM CULVERT IX WATER VALVE FA WATER METER FIRE HYDRANT o- UTILITY POLE �-- GUY ANCHOR 71 JUNCTION BOX OO FENCE POST wz_ SIGN PROPOSED FEATURES CONCRETE CURB CONCRETE SIDEWALK SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-0153 http://www.sitts-hill-engineers.com/ Project No.: 15,894 Project Mgr.: D.D.F. Proj. Engineer: D.D.F. Proj. Drafter: R.J.S. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E—Mail: architects®cja—inc.com luVR U a E I V P� m d T S` O to O z O ui L4 N LL J Q O n 111 U n z KEY INDEX LU LU m X X MIRROR LAKE N VILLAGE :+z_1 z g Washin ston � Clangston Investment Group, Inc. z n 836 SW 312th STREET LU UERAL WAY, WASHINGTON TEL' 425.502.1936 13 Q SW 312th SITE N DISTANCE EXHIBIT Z 09/30/2014 m QDATE W014 5} ICtT SCAM AS NOTED GG Z DRALLN RJ.S. �� D.DF. C9 CONTRACT Clangston j COPYRIGHT 2014 w CJA, INC. I IF .,�-E FLAN 0 S 30 60 FEET IMAN Calvin ordain Associates, Inc. ARdHITEdTURE URBAN PLANNING LANDOdAPE AROHITEdTURE 16049 NE BEL/RED RD BELLEVUE, *A 98007 Fax (426) 643 4607 Tel (426) 643 3123 E—trail: arehitectoftja—inc.com 22W 1UG15fERED AS Uel T EGI RE CAP A H1 T GAR Y D. MOORE STATE OF WASHINGTON VIN L. CER IFICATE No. 69 PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW X12th STREET FEDERAL WAY, WASHINUON TEL, �4,6502.1936 SITE PLAN DATE W00014 (J' 1„ E E I W144 AS BHOLLN Dit" ss C� Cj o C0Ffwj tt 2014 CJA, MC. VICINITY MAP (NTS): a 0 I I L 6x ,0„ �Q 142 I i I v .R.°PRD,IECT.,. < GATE — �_ — — �' I 9. SO 65'28" 299.96' 6 TALL WOOD FENCE l -� — :, LOTIUN , ,:f ... .,r= — x 6' TALL WOOD FENCE / / Q \ - �� / ( 10' SETBAGi�` A I I / / A a ,92 x II I t \ I I I I xx x s- �, BUILD NCB R 8 .. �\ R -x�x ELEV 325.00E1EY'323-00 CD 00(Jo0°Cl27 GARDEN O O O OdO fxCD ooboogox p II III II \ \ \ >;�a.uin:a , (� �r r ..cTt,aR .,� u•ar;a �,�s3R r".�"�w o d oo 0000 00000 0 � 007000 I I I/ / /O O O O O OdO O O 000000/0000 0 0 0 0 Lo o0000000000 oboo000 �<<(�OOpOOOOO -00 GARAG 0000000000p000000 Li � x I I EL = 3B.00 0Q 0000040000000 00000007EL = 323 II w 0010000ON00000100b00000000 \ I� I t o �. I I ( O O o 0 0 0 0 0 0 0 0 0 0 d 0 010 O O O 0000, \ � I I ��� / 0 00 0 9 001/ I co OOO OOO —r— \ / J OO 00001 _ • BUILDING R-9 / ' o 00 o O O OI C 5ULDING R-b 21-3 _---- I I \ \ ( /ELEV �14.00 / 000000o ELEV 3 2.00 �-- — 0000001 I STR `\ O0 . .\/;. 00000o000 d00. 00/� . —\\/ —` \— —'�\• —:\. / / IIIIlIII III IIII lI I l / I 1 I \\ \\40 \ 000000o S00'55'28"W 136.60' Ooo 00000000/00000000EXISTING FENCE, TYPICAL O O O Oa o-o� O O O 0 o-o-Gs-0� Qo o00000000 0(-o-OOOo F MAIN FLOOR 327T.0 OOOOOO° OOOOOOC7ARAGE \000 GARAGE C14' 0�000000 0000000000000e 0000oo 00000000O000000EL �32400o00000E- 3223// I A�2 000000C- � 000000000000o\ 0000000 0000obo x °h ce0000000�x FIRE (HYDRANT, SEE o0o000 UTILITYPLAN, SHEET C4 41 000 00000 obo000o o 0000o� 00%0o 0 00000000 00 0000000000o0 o 100000000000000 O 0000000O0000000 O OOOOOOO OOOOOO o 40000000P000000oo00 o0000000000 o O\000000 o 00oo0000000000000 0 000000000 0 STANDAo00000 A- ACCESSIBLE OOO o PARKING STALLS ANINGU MAIN FLOOR 321_0/i0000 L00000 0GARAGE 311,00i 0000 000000 0060( 1A300000 0 01T6TAL)\ O O O OOOo CONCRETE W 000I000000ALK Fx od 0000 TYPICAL 0000 oo \\ I.,. --.0b \ ,. — -� OOOOo - z 11 \ 000000 / ,. \ ROADWAY 00000 0 LIGHT POLEo?��x 0000/'N0o 0/0 — \ \\ Al 20'HT.(6-TV) / 0000000 0 U 0 w La V x W I ORAL NOTES. A. OVERLAPPINGICONFLICTING, REQUIREMENTS = M05T STRINGENT 1 I (GENERALLY MOST COSTLY) APPLIES AND WILL BE ENFORCED, / UNLESS MORE DETAILED LANGUAGE WRITTEN DIRECTLY INTO CONTRACT DOCUMENTS CLEARLY INDICATED THAT A LESS / \ STRINGENT REQUIREMENT 15 ACCEPTABLE_ REFER UNCERTAINTIES TO ARCHITECT FOR DECISION BEFORE PROCEEDING, B. WHERE OPTIONAL REQUIREMENTS ARE SPECIFIED IN A PARALLEL MANNER, OPTIONS ARE INTENDED TO BE CONTRACTOR'S UNLESS OTHERWISE INDICATED- C. SEE CIVIL SHEETS FOR ALL SITE UTILITIES. /I/' c c ET�LICxH POLE 0 40*C MAX115' 0 s LU F— LEGEND- o O O O o O o 2+2 A5PHAL7 PAVING OOOOOOO OOOOOOO 3+4 ASPHALT PAVING 4" CONCRETE WALKWAY OR PAD STAMPED AND COLORED CONCRETE PAD *WIDE %" CRUSHED ROCK WALKWAY (APPROXIMATELY 800 LF) NEW RIGHT OF WAY (ROW) DEDICATION (12' FROM SOUTH PROPERTY LINE) SITE PROPERTIES: SITE AREA: 132,532 SOFT (3-04 Acres) SITE DENSITY: 12 UNITS (98 Beds 4 Units) IMPERVIOUS SITE COVERAGE a 51A. (15b51 / 132,532) 'A' BUILDW35= 22,309 SOFT 'R' BUILDINGS: 16,223 $CPT SURFACE PARKING: 1,105 SOFT ENTRY DRIVE: 10,523 SGIFT PARKNG ACCESS: 1,510 SQFT COTTAGE ACCESS: 10,350 SQFT ENTRY SIDEWALK: 3)41 SOFT COURTYARDS/PATIOS: 5,858 SQFT INTERIOR PATHS: 4,412 SQFT TOTAL: 15,651 SOFT 00 zooObo 00 O o -6 0 0 o es o / _ i , 1 PERVIOUS SITE COVERAGE 42 9q (56,815 / 132 532) , 16 i 1. • , 0 0 0 0 0 0 LAUN= 28 65 SQFT J—/ \ \ / 000/00 000000 / / \ o ASPHALT PAVING / / TYPICAL / / / CzNDCVR/SHRL�S 28510 SQFT p w ll TRASH AND CYCLING I / / / O 0% o o o do 0 0 0 / / / 1 I I LU AREA 5F i i J o o o� o o 0 0 0 0 TOTAL: 56,815 SOFT 0 0 - I / / 0000000 0000 �4RA6E I .�. 1 p q '..a .. O O O C � 0 0 0 0 0 d00 OOO 000 OO Z 00 PLAZA FIFE H 1, GARAGE // 000c _ 0000p0000000pp000poo /��' - 3�1�0 I � • � x � , I EL = 324.0�9' 000 = 000000000000�0000000 / 00o/c _ o0od000o'0000/Q0 47n ------ I I ---- \ 0/ II( I ' CODE- 2012 INTERNATIONAL BUILDING CODE 5 ET LICE POLE e o0b00oh 00000bTRASH/AND RECYCLING I 40' IGHT, MAX 115' ENCI,08URE, SCREEN WITH / = \ 0 0 0 0 0 0 0 I I .o I I 1 d / Vo 0 0 0 o �...., 1 / / // I I o III I TYPE TYPE IBUIDLING TYPE IYB - IR BUILDINGS INGS x I 6'$4LL SOLID WALL / %, / I I o I LD 0 0 o I ` 1 / o 0 0 0 _ .`f..: *. / / I TYPE LIB - UNDEGROUND GARAGE CO �RETE SCREEN WALL„ / :..: o 0 0 0 0 0 0 x I 6LF, SEE DETAIL 1/A / 0� o 0 0 09 0 0 BU%DING R-2 I BUI DING R-3 BUI� INCH R- / I I — _ III ..:$ ::<.a.,.t;. / / o 0 0 o d o o I.� :.I '�- I OCCUPANCY R-2 4 3- 'R' BUILDINGS zl 0o'0-0000000 El.V = 32i00' i E� Y = 32�Id0' i o000Poo / / ELE = 321 I �— / 0 0 c�0 0 0 b cZo 0 / 0 0 0 0 0 0 0 I TYPE: 1-1 - 'A' BUILDINGS o o% o 0 0 0 0 o / / / O O o d o / oo0 0 I II I �II '`III �II mo\ 5-J2�5 k ¢ tUNDERGROUND '�GARAGE 0/000000000 r o0doo 0 00/000o0GARDEN 3/,1000 0000000 00 0/°0000P 0000 PARKNG: 8 REQUIREDOOOOOo6OOO 0000P0000 o 0000090000 z 0000a00000 �, 00o0odo0 106PROVIDED � rf 0000Ootv 0000,0000000 00000000 PARING MX1ooc 3000008 RFACELEV 328,00, oo/ 0000GARAGE o c oo,/00000%000000000 85COVERED/GARAGE eio00000o% 00 0/CARACE/' 00000/0000o0000000GARAGE , 0000006000 ARAGE EL7240✓00 .600 0000060000 000000000000 0000�0000 E� 32.�0 EL 328-00'000y-60000�L = 321 00000of000 00,00000 0 Q-o00oN 60 0 00700000000 000000/o ooc0000 L — -7- EB 10' SMACK 0SPLu v /ACK >pQ- \X 6' IALL WOOD FENCE ' / -_ OOD FENCE DRIVEWA , TYPICAL — — — — RETAINhG WALL I �n RE AWING WALL, PER S00'58'21 *W 435.60 PER FWRC, SEE EXISTING FENCE, ,SEE DETAIL 2/A2 DETAIL 2/A2 �\ TYPICAL 5 26'-0" 41'-5" 6'-1}4° (.I.- 3' 29'-0' 25'-0" / I I Al A2 B 51-011 I IlrNJll I I\ o 100'-0" I85'-0' ) I I I =I I I� SITE PLANAPPROVAL I I I® Permit Number: Date:roved •By: - Comments: 51TE FLAN p 0 510 20 40 FEET Ifs Calvin , ocean SS4 * at-a-SInc. ARCHITECTURE URBAN PLANNINO LANDOdAPE ARCHITECTURE 16049 NE BEL/RED RD BELLEVUE, SPA 98007 Fax (426) 843 4807 Tel (426) 843 3123 E—AkaiL architectO®eja—ine.com 2270 REGISTERED ARCHI E T GAR Y D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312th STREET FEDERAL WAY, WASHINGTON TEL' 425-502.1936 SITE PLAN DATE 9/3mON SKEET Oft" ss CORRAM Cw0ta Al copm&r CJA W- U 0 I w A � N X W U 0 LLJ F- X w /E 4 0 /II I I II I 0 Q�N U W x w- I I I / LEGEND: EXISTING CONTOUR TO REMAIN EXISTING CONTOUR TO BE CHANGED NEW CONTOUR X 330 EXISTING GRADE ELEVATION LINE OF CLEARING AND GRADING LIMITS TREE TO REMAIN AND SIZE wll SITE PROPERTIES: SITE AREA. 132,532 SQFT oNe IMPERVIOUS 15;651 SCXFT d"o SURFACES: SITE CUT/FILL-- CUT: 15,300 CY (APPROXIMATE) FILL: 3,100 CY (APPROXIMATE) TOTAL CUT: 1IAW CY (APPROXIMATE) I I II I I I I ,I 1 1 1 � 1 ,I I U a I ,❑ II 61TE GfP.,ADINGFLAB N 0 510 20 40 FEET BUILDING HEIGHT CALCULATION: EXISTING GRADE ELEVATIONS: 3302' 335.9' 3305 331.1' 1328.6' / 4 YERAGE GRADE OF EXISTING SITE: 3322' �\ MAXIMUM ALLOWABLE BUILDING HEIGHT: 300' AXIMUM ALLOWABLE BUILDING ELEVATION: 3622' PROPOSED BUILDING ELEVATION: 3585' BUILDING A-2 EXISTING GRADE ELEVATIONS: 3189' 3312' p 326 4' z 3215' O 1314.0' / 4 VERAGE GRADE OF EXISTING SITE: J 1328V) MAXX L HE IGHT: 302, MAX" ALLOWABLE BUILDING ELEVATION: Q to PROPOSED BUILDING ELEVATION 3LU 585' as NoC_ -1l r't SITE PLAN :',PPR - A Permit Number, ,,,,1___�_ Approved By: Date: Comments: . P a MAI Calvin fiord an Associates, Inc. ARdHITEdTURE URBAN PLANNING LANDOdAPE ARdHITEdTURE 16049 IiE BEL/RED RD BELLEWE, *A 98007 Fax (426) 843 4'107 Tel (426) 643 3123 E—Dkail architecto®cja—ine.com 2270 REGISTERED ARCH( E T I GAR Y D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312th STREET FEDERAL WAY WASHINUON M 425502.1936 ARCHITECTURAL SITE GRADING PLAN GATE W040u SHEET sc" A8 &4M PIZ" w WOW C*Vt- A1.1 WA, I_ OILGARAGE____ ................................................... ELEV = 311W MIDPOINT ROOF HT. ELEV = 345.90' OIL GARAGE RIDGE ELEV = 33631' SECOND FLOOR ELEV = 33IM' AIN FLOOR = ELEV = 32100' _ R-4 BUILDING R-5 BUILONG ORtH=SOUTH S�C�ION 024 8 16 FEET 20SIDE YARD PARTIAL BA5T=WE5T SECTION 024 8 16 FEET ARTIAL EAST -WEST SECTION 024 0 16 FEET �J o EXISTING RESIDENCE ROOF AL ELEV = 35850' ® ROOF MIDPOINT THIRD FLOOR OIL ELEV = 348M SECOND FLOOR ELEV = 33150' MAIN FLOOR ELEV = 32IM' - GARAGE OIL ELEV = 311m, --........ GARAGE RIDGE ELEV = 33631' ... SECOND FLOOR ,k ---_-...... ELEV = 33=' ------------ MAIN FLOOR ELEV = 321o0' — -- 50 RETAINING WALL ---___-_= ELEV = 316W .. �- / 1' CHAMFER, 4 TYPICAL FIN16H GRADE (3) CONTINUOUS, d . °dl , TOP ° d .tl CONTINUOUS %" 1.4 WIDE REVEAL, WITH %" CHAMFER, loll OC • d 15 CONTINUOUS d. HORIZONTAL 6 14" OC I ° 4 I d S VERTICAL a 14" OC d 'I ALTERNATING HOOK TOP OF CONCRETE SLAB Q , a . ° ° -• ° ° 4 Qe. ° • a. d (4) '✓ CONTINTUOUS _ — HORIZONTAL, ° ° ���iiillhllli�2'_m� •. "EI III ITI1 "III , 1��1'_4-'Ill�iillliiilllii Iliiil g�� i l BOTTOM SUBGRADE - COMPACT TO 95% MAXIMUM DRY DENSITY OR NATIVE SOIL 5GREEN WALL A 2 MAN 1 3 MAN 6 4 MAN e 4 M N 11 5 >�u►v 6 MAN i SIZE 1 MAN 2 MAN 3 MAN 4 MAN 5 MAN b MAN 6 MAN SURFACE SEAL, MAY CONSIST OF IMPERVIOUS SOIL OR FINE FREE DRAINING GRANULAR MATERIAL FIN15H GRADE DRAINAGE MATERIAL TO CON516T OF CLEAN ANGULAR WELL -GRADED QUARRY 5QUALLL5, WITH 4" MAX SIZE, OR OTHER MATERIAL IT -, APPROVED BY A GEOTECHNICAL ENGINEER, o" MIN THICKNESS FILTER FABRIC sly migaim �� � ROCK WAIL DRAIN PIPE — 4" MIN DIAMETER PERFORATED OR SLOTTED RIGID PLASTIC ADS PIPE LAID WITH A POSITIVE GRADIENT TO D15CHARGE AWAY FROM THE WALL H 13 1 A 6'-0" OR LESS 3'-0" 1 T-011 ( '-w TO n� LEI d) O (1 LU 1 L ifi z %" CHAMFERNQ a. TYPICAL x cV FINISH GRADE R (3) S CONTINUOUS, z°I TOP °.. ° �c m _ ° �— CONTINUOUS %" 7.•I WIDE REVEAL, �j ° WITH %" CHAMFER, A d 05 CONTINUOUS Roll oc HORIZONTAL 's 1+4" OC d I 0 #5 VERTICAL tv 14" OC, I` ALTERNATING HOOK 1 FIN15H GRADE N I -III -I I� I -III -I 11- a I • ` lll LI1= —lll�ii 11 LI � I — q d � l4)�5 ° d ° CONTINTUOUS IINII III—111—_-ll—'�_11-—III=_III II-Illag—��III- HORIZONTAL, _¢�- 11=1'BOTTOM z BGRADE - COMPACT TO 95% MAXIMUM DRY DENSITY OR NATIVE SOIL \R TA IN IN WALL � Calvin orlon ssoc t es, Inc. ARdHITEdTURE URBAN PLANNING LANDOdAPE ARCHITECTURE 16049 NE BEL/RED RD BELLEVUE, *A 98007 Fax (426) 643 4607 Tel (426) 643 3123 E-I edk arohiteotp®oja-iaa.00m PROCESS IV PERMIT SET RESUBMITTAL KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SIN 312th STREET fEDE0 WAY, WASHINGTON TEL• 425502.1936 SITE SECTIONS DATE SW/1014 SCALE AS SI m DRAIN SS oex CU Co"wjw 2& CA Inc SHEET A2 71 C-7 - - - - - - - - - - - - I IMM, L, AM I 1 0- -ice % Lo UU U IiUA c- ROM EOM.- !o"r —W ME I WORM OHIO. 44.011, A FAR go 0, ME's Now V 7-i ------- ol 01. 1 I o I Al 'NOR a 4P--m FRO K, Li LINE 0 mm, WOMEN' L ol Sill 1f ��i�111i 0 FRONT ELEVATION (TYPICAL) R 5U LE)ING - OPT ON 1 0 2 4 8 16 FEET REAR ELEVATION (t'�PICAL) R 5ULDING = OPTION 1 0 2 4 S 16 FEET AVERAGE WEIGHT --------- ELEV = +24'-7" SECOND FLOOR �, ELEV = + 10-0" MAIN FLOOR ELEV \51DE ELEVATION (T"*ff='IGAL) R 5UILE)NCB -OPTION 1 0 2 4 8 16 FEET On 8 01DE ELEVATION (T-'PIC,4L) R 5U1LpING3 - OPTION 1 0 2 4 8 16 FEET AVERAGE WEIGHT ELEV = +24'-7" SECOND FLOOR ..... ELEV = + 10'-0" EM MAIN FLOOR OL ELEV = 0-0" AVERAGE WEIGHT ELEV = +24'-7" SECOND FLOOR ELEV = + 10'-0" MAIN FLOOR ELEV = 0'-0" AVERAGE WEIGHT - - ELEV = +24'-7" SECOND FLOOR }� ELEV = + 10-0" MAIN FLOOR ELEV = 0-0" 'TF nr AN ; °i [) Perini t Numbe:. RIVAL CO- — -- Calvin ordan Associates, Inc. ARdHITEdTURE URBAN PLANNINd LANDOdAPE ARdHITEdTURE 16049 NE BEL/RED RD BELLEVUE, *A 98007 Fax (426) 643 4807 Tel (426) 643 3123 E—bail: arehitectp®eja—iae.com 2270 REGISTERED �HITE PROCESS IV PERMIT SET RESUBMITTAL KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW Mth STREET WER,gt WAYo WASHiNUON 9L, 4255021936 R BUILDING ELEVATIONS OPTION 1 DAZE 9/3OW 4 SCALE A8 SFIM w aj COMMC�rvwn rJA, W. SHEET A5 SIvE ELEVATION (T-rPICAL) 5UILGING -OPTION 2 m \FRONT ELEVATION (rt�'PICAL) 5UILDING = OPTION 2 0 2 4 8 16 FEET \REAR ELEVATION (TYPICAL) 5UILE)ING = OPTION 2 0 2 4 S 16 FEET AVERAGE HEIGHT 4 ELEY = +22'-5" SECOND FLOOR �, ELEY -- MAIN FLOOR &, ELEY = 0'-0" 1/811=11 -011 I/811=11-011 SIDS ELEVATION (T'�PICAL) R E3U1LpING = OPTION 2 0 2 4 8 16 FEET ,AVERAGE HEIGHT ELEY = +22'-5° SECOND FLOOR_ ........ _... ELEY = + 10'-0" ....... ....... ... ...._..-....... MAIN FLOOR �- . ...... ... .. - ---....._ _... ELEY - 0'-0" 1/8"=1'-011 AVERAGE HEIG4 ELEY = +22'-5° SECOND FLOOR ELEY = + 10'-0" MAIN FLOOR ELEY = 0'-V AVERAGE HEIGHT ELEY = +22'-5° SECOND FLOOR ELEY = + 10'-0" MAIN FLOOR ELEY = 0-0° SITE PLANvr A PPROVAL Permit Numbej: A I A A Ca,.g .� Approved By: Date: Comments: F? w 21 I fis Calvin for aAn ssoc is cis, Inc. ARdHITEOTURE URBAN PLANNING LANDOOAPE ARCHITEdTURE 16049 NE BEL/RED RD BELLEVUE, VITA 98007 Fax (426) 843 4807 Tel (426) 843 3123 E—bail: arehitectp®eja—ine.com 2270 REGISTERED ARCHI E T D GAR Y D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 636 SWAM STREET MEOL WAS, WASHINGTON TEL• 4Z 5021936 R BUILDING ELEVATIONS OPTION 2 DAZE 8WIM14 SKEET ecALE AS 64M Pik" w c+Rac u.J COMM C.) Vtm A6 w"*-'Mr 2104 cJA, W— SICE ELEVATION (TYPICAL) SUILD IvG- - OPTION 3 Elm AVERAGE HE 64T ak ELEV = +23'-8" SECOND FLOOR ELEV = + 10-0" MAIN FLOOR ELEV = 0'-0" \FRONT ELEVATION (T�-PICAI R 5ULp NG� - OPTION 3 0 2 4 8 16 FEET REAR ELEVATION (fi1'PICAL) R, aUILDING - OPTION 3 0 2 4 B 16 FEET 1/Su_11-0u 51pE ELEVATION (TYPICAL) 5UILDING - OPt10 0 2 4 8 16 FEET 3 AVERAGE HEIGHT ELEV = +23'-8" ......................... SECOND FLOOR � .... ....... ........... ._....._. ELEV = + 10'-0" ............................ MAIN FLOOR OIL ELEV = 0-0" AVERAGE HEIGHT ELEV = +23'-8" SECOND FLOOR ELEV = + 10'-0" _ MAIN FLOOR OL ELEV = 0'-0" 1i811 = 1'-011 AVERAGE HEIGHT ELEV = +23'-8" SECOND FLOOR ELEV = + 10'-0" MAIN FLOOR OIL ELEV = 0-0" S1'� PIA4 �pNDLOL. r> permit Number: ApprovedBy Date.. Comments: 7, mN • Calvin or axn Assoc is es, Inc. ARdHITEOTURE URBAN PLANNING LANDOdAPE ARCHITEdTURE 16049 NE BEL/RED RD BELLEVUE, SPA 98007 Fax (426) 643 4607 Tel (426) 643 3123 E—)Kahl; architect90eja—inc.com 2270 REGISTERED ARCHITECT GAR Y D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. $36 SW 312th STREET WERAI WAY, WASHINGTON M: 42550219136 R BUILDING ELEVATIONS OPTION 3 DAM 'Y90ww (J' I„ 1EET SCA1 E AS &M DR" W 7 raVR= Cbf etm M4 cJa W. PARAPET HEIGHT ELEV = +22'-4" — SECOND FLOOR ELEV = + MAIN FLOOR ' ELEV = 0'-0" SIDE ELEVATION (T�-FICAL) � I DING = OPTION 4 1/811=1'-011 0 2 4 S 16 FEET \FRONT E L E VAT I ON ( TAP I CAL 5� I L D ING = OPTION 4 0 2 4 S 16 FEET \REAR ELEVATION (iN�PIGAL) /�R 05ULDING = OF i ON 4 1,811=11-011 J 0 2 4 S 16 FEET 3IDE ELEVATION (i�FICAL) R 5ULD INS =OPTION 4 0 2 4 8 16 FEET .......... PARAPET HEIGHT ..... ....................___. _ ELEV = +22'-4" SECOND FLOOR FLEV = + 10'-0" ..................................... MAIN FLOOR 01� 1/8"=1'-011 PARAPET HEIGHT ELEV = +22'-4" SECOND FLOOR ELEV = + 10'-0" MAIN FLOOR ELEV = 0'-0" FARAFFT HEIGHT OIL ELEV = +22'-4" SECOND FLOOR ELEV = + 10'-0" - MAIN FLOOR 4 ELEV = 0'-0' 0 01� DPP° R! ARdHITEOTURE URBAN PLANNINd LANDOdAPE ARdHITEdTURE 16049 NE BEL/RED RD BELLEVUE, *A 98007 Fax (426) 643 4607 Tel (426) 643 3123 E—]Aail: architectq®cja—inc.com 2270 1 REGISTERED CARRY D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312th STREET FEDER* WAY,; WASHINGTON TEL, 4255021936 R BUILDING ELEVATIONS OPTION 4 DATE w0Ra14 8C,41.E 14 %ow OR" M aem CU cairwa wn � 2& CA SHEET L---------------------------------------------------------------------------------------------------- LINDERGROUNp FARKING LAYCUT 3/32"=1'-m" 7%amm%mm" 0 5 10 20 40 FEET CIC <1 = ACCE55 SITE, PLAN <'"'PROVAL Permit Nu, 4 1-0 Approved By: i)ate: Comments: 1 • Calvin ordan Associates, Inc. ARdHITEdTURE URBAN PLANNING LANDOdAPE ARCHITEdTURE 16049 NE BEL/RED RD BELLEVUE, *A 98007 Fax (426) 843 4807 Tel (426) 843 3123 E—fail: architectoftja—ine.eom 2270 REGISTERED ARCHI E T GAR Y D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Croup, Inc. 836 SWAM STREET FEDERAL WAY, WA5HINGTON TEL• 425502.1936 UNDERGROUND PARKING LAYOUT GAM Wm/2014 SHEET WALE AS SOUN Paw w COCR= cweew 9 ca-ff"ff CJA W- ONE UNIT, T*�F I CAL ONE UNIT/ T`rF I CAL 2ND $ 3RD FLOOR XT LA1'C�4T 0 51 10 20 40 FEAT 7 1 • Calvin Gordan ssoctes,: Inc. ARCHITECTURE URBAN PLANNING LANDOdAPE ARCHITECTURE 16049 NE BEL/RID RD BELLEVUE, *A 98007 Fax (426) 643 4607 Tel (426) 643 3123 E—M&M architectp®eja—inc.com 227BMOORE GASTA PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 836 SW 312th STREET FEDERAL WAY, WASHINGTON 1&1 4255021936 A BUILDING 2ND & 3RD FLOOR UNIT LAYOUT PATE wonmu SHEET PR" w aw` CUWNTRAM 10 wa I- 5�ILLDINC� F-,=4 4 R=� 0 2 4 S 1(o FEET 11811=11-011 ./g S!/ II_11-011 *1 D. N U_ .Q O t- Cl ut C1 Ul m aw t- x N O Z 0 LU F LL U_ z z LU m 2 0 U4 d) LU Catvinlardairt Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 16049 NE BEL/RED RD BELLEVUE, 'NA 98007 Fax (426) 643 4607 Tel (426) 643 3123 E-Aiail: architectq®cja-ine.com 2270 REGISTERED ARCHI E T GAR Y D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. 1836 SW 312th STREET FEDERAL WAY, WASHINGTON TEL: 4255021936 R BUILDING STREET FRONTAGE DATE 9/9 nok SHEET SCALE AS DRAM 66 C�Vtm All ccmi%r CJA Mc ", SITE LIGHTING LAYCUT 0 510 20 40 fl=-F-T LIGHT N CV CD O LC) Ln N N P CD Ln d �O N C)o � Z N LIGHT v 0 w 0 x w GENERAL NOTES: A. OYMAPPINGICONELICTING REQUIREMENTS: MOST STRINGENT (GENERALLY MOST COSTLY) APPLIES AND WILL BE ENFORCED, UNLESS MORE DETAILED LANGUAGE WRITTEN DIRECTLY INTO CONTRACT DOCUMENTS CLEARLY INDICATED THAT A LESS STRINGENT R:QUIREMENT IS ACCEPTABLE. REFER UNCERTAINTIES TO ARCHITECT FOR DECISION BEFORE PROCEEDING, B WHERE OPTIONAL REQUIREMENTS ARE SPECIFIED IN A PARALLEL MANNER, OPTIONS ARE INTENDED TO BE CONTRACTOR'S UNLESS OTHERWISE INDICATED- C. SEE CIVIL SHEETS FOR ALL SITE UTILITIES. �I FAA1 Calvin an ssocta Inc. ARdHITEdTURE URBAN PLANNING LANDOdAPE ARdHITEdTURE 16049 ATE BEL/RED RD BELLEVUE, *A 98007 Fax (426) 643 4607 Tel (426) 643 3123 E—Vail: architectp®cja—inc.com 2270 REGISTERED ARCHI E T I GAR Y D. MOORE STATE OF WASHINGTON PROCESS IV PERMIT SET RESUBMITTAL 11 KEY INDEX MIRROR LAKE VILLAGE Washingston Clangston Investment Group, Inc. .936 SW 312ih SIREE7 FEDEO WAY WASHINGTON M: 4.25-502.1936 STREET LIGHTING LAYOUT DAZE %M2014 (J' I EE T W.0 A8 "M DRAIIN 88 2014CaVR= C*etm Al2