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Home My WebLink AboutLarge Formaty ;q .,. my '-'.t a• w•,.. x. ,. v .. P: w � .... >':. �, ELM d � ., . +,.n, c< x ..: ,w , , ,. .,, i,.». > >£�,',.vnxa ...,,,> : �. ::,� h..a . , ;,,; ., •�:�'" , :,.tet t� r ,. ... :: r ... h ,.. .:. '�'.�,.. ..o ... ,,. .., .�. . r>= ._�.. ,.,..: " c3;. �,:.,wxa,.....,x e.'�.•..u.<-.'�-�,�r ,,.s�--:.� .� 3. �-.»�.,�.x-, F 0 ORAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. TOPOGRAPHICAL INFORMATION FOR THIS EXISTING CONDITIONS MAP PROVIDED BY GEODETIC SURVEYING SERVICES LLC SITE INFORMATION: SANITARY SEWER MANHOLE 0 V Y PROPERTIES L L C ® i. ;MAIL BOX;' VLADIMIR DROFYAK BLDG < D-VELOPER 15012 SE 253RD PLACE ❑T OWER z9L AN`•FORMER 1 COVINGT0 9802 UTILITY POLE ANCHOR K>\ 206-351-9289 0 I ANSTEY ENGINEERING POWER POLE WITH DROP&TBOX 8627 NE 180TH ST. —OHP— OVERHEAD POVER BOTHEL, WA 98011 EXISTING SIGN ❑ 206-303-7639 MB MAIL BOX GEODETIC SURVEYING SERVICES FIRE HYDRANT P.O. BOX 3488 WATER METER (X] RENTON, WA 98056 —o --a WOOD FENCE (WDF) 425-299-1739 CHAIN LINK FENCE (CLF) PARCELNo.: 073900-0055 PARCEL ,: 12228 SE Petrovitsky Rd., Renton, 98058 R f 19,889 SFf 0.45 AC S 9 PROPOSED USE MULTI FAMILY (8 UNIT APPARTMENT) SANITARY SEWER SOOS CREEK SEWER&WATER DISTRICT WATER SOOS CREEK SEWER&WATER DISTRICT SCHOOL DISTRICT RENTON No. 403 FIR TREE ZONING MULTI FAMILY (RM—F) DENSITY 10-20 DU/AC TELEPHONE QWEST COMMUNICATIONS DEVELOPMENT T RMC 4-2-11OF (RM—F STANDARDS) .—' - POWER PUGET SOUND ENERGY FIRE DISTRICT K.C. FIRE DISTRICT No. 26 NATURAL GAS PUGET SOUND ENERGYCABLE \ TV CUMCASTmg ALLOWABLE LOT COVERAGE \. BUILDING 35% ' IMPERVIOUS SURFACE MAX 75%w am C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X-ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 i5 N • • . COMMENTS REVISIONS�- APARTMENTS .22// ./ WATER Mmac::A:. At „AA\ c. I\;\.,.. 398"' co �`. �:��•" $i `TE TION ULT`\ GRA E ACCESS 3 I IM \ <v - APARTMENTS i 141 LOT 11, BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98, ?IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 892 FEET THEREOF; AND EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8509051041; (ALSO KNOWN AS LOT A OF KING COUNTY LOTILINE ADJUSTMENT NUMBER 180037, RECORDED UNDER RECORDING NUMBERI9002051035). I i 4 , , I 1 1 I I 6' WOOD O / I\4001 „ " I � 14 110- �°� / TOEMAIN �\ u' (NOT A PART0aHIS PERMIT) m � X98 \/. INGRESS, EGRESS EASEMENT EXISTING GRAVEL it RELEASE DRIVEWAY i REC. No. 20090811114303282 \ TO BE REMOVED 1,759 S.F. wz o,`o ti I I 1 � I I1 I EXISTING TREES O TO BE REMOVED EXISTING ASPHALT DRIVEWAY TO REMAIN (TO BE REPLACED IF `DAMAGED DURING 19Q T CTION) '3g6_' SANITARY SEWER MANHOLE 0 ----------; ® i. ;MAIL BOX;' BLDG < '' <:POWE ' VA17L• L ❑T OWER z9L AN`•FORMER 1 F-- UTILITY POLE ANCHOR K>\ UTILITY POLE 0 POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT —OHP— OVERHEAD POVER Mmac::A:. At „AA\ c. I\;\.,.. 398"' co �`. �:��•" $i `TE TION ULT`\ GRA E ACCESS 3 I IM \ <v - APARTMENTS i 141 LOT 11, BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98, ?IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 892 FEET THEREOF; AND EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8509051041; (ALSO KNOWN AS LOT A OF KING COUNTY LOTILINE ADJUSTMENT NUMBER 180037, RECORDED UNDER RECORDING NUMBERI9002051035). I i 4 , , I 1 1 I I 6' WOOD O / I\4001 „ " I � 14 110- �°� / TOEMAIN �\ u' (NOT A PART0aHIS PERMIT) m � X98 \/. INGRESS, EGRESS EASEMENT EXISTING GRAVEL it RELEASE DRIVEWAY i REC. No. 20090811114303282 \ TO BE REMOVED 1,759 S.F. wz o,`o ti I I 1 � I I1 I EXISTING TREES O TO BE REMOVED EXISTING ASPHALT DRIVEWAY TO REMAIN (TO BE REPLACED IF `DAMAGED DURING 19Q T CTION) '3g6_' �=�STUB m. ..- ...__ _— -........_ 4' CNALNLINk{,F E 23 '1....'_ <.<.........:.....<.. ,.. ''EX:'.ID WALK' : < 07 4. 1011 \ \ „ , mm',..\,....,, aa.a\*�:; ' \�:�8::\�:c:\\\\\ .. .. a\\,... r.. s ..._.. t ... < . i� < .. .1 , •� ,. ..< i 1 t / � '< . 4F ._ ., t 1. � 6! < .. < �'y ". >. t' "t ... �,, i '/ t t. / � ; < ", < < :. l « �< ' .................... < .............,....-.. .. _.—.......�:....... .... ��'��`......«,......-.-...........--.-•..•._..s<".. \r. _ ntip ... _......_ PREPARED BY z '/ LEGEND SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT 01 8/18" ❑T CABLE TV RISER F-- UTILITY POLE ANCHOR 4 UTILITY POLE 0 POWER POLE WITH DROP POWER POLE WITH DROP&TBOX �=�STUB m. ..- ...__ _— -........_ 4' CNALNLINk{,F E 23 '1....'_ <.<.........:.....<.. ,.. ''EX:'.ID WALK' : < 07 4. 1011 \ \ „ , mm',..\,....,, aa.a\*�:; ' \�:�8::\�:c:\\\\\ .. .. a\\,... r.. s ..._.. t ... < . i� < .. .1 , •� ,. ..< i 1 t / � '< . 4F ._ ., t 1. � 6! < .. < �'y ". >. t' "t ... �,, i '/ t t. / � ; < ", < < :. l « �< ' .................... < .............,....-.. .. _.—.......�:....... .... ��'��`......«,......-.-...........--.-•..•._..s<".. \r. _ ntip ... _......_ PREPARED BY z '/ LEGEND SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN EX. CULVERT 01 POWER TRANSFORMER ❑T CABLE TV RISER F-- UTILITY POLE ANCHOR -O- UTILITY POLE 0 POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT —OHP— OVERHEAD POVER _u_ EXISTING SIGN ❑ TELEPHONE RISER MB MAIL BOX FIRE HYDRANT ® WATER METER (X] WATER VALVE —o --a WOOD FENCE (WDF) —x—x— CHAIN LINK FENCE (CLF) C'X:Z_G EX. ROCKERY ``\`:::.•�•'\ EX. PAVEMENT EX. GRAVEL EX. CONCRETE FIR TREE CEDAR TREE ALDER , , , < 5 ---- - ----- - < t ; < < PROJECT: R `SUNROGE�TOWNHOMES CLIENT: V Y PROPERTIES L VL,ADIMIR DROFIAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 FIGURE 6.3.1.A BI0I+ILTRa1TION SWALE SCHEMATIC mid-swale flow spreader (recommended) biofiltration swale bottom (min. swale length=100 ft.) NOTE: Longitudinal slope 1-6%. Provide underdrain for slopes < 1.5%. 0 -�' Outlet .�.> 1/47 1 BATTER A VJBI*7r*� 8" MIN. THICKNESS OF 2"-4" QUARRY SPALL 1" MINUS WASHED ROCK D] 6" PERF. PIPE I'] FILTER FABRIC , ,,, EXCAVATION ONLY NOTE: 1. PERF. PIPE WITH WASHED ROCK AS NEEDED FOR SUBSURFACE WATER. MAX. ROCK FACING, CUT SECTION N TS .... APARTMENTS CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS N0. I DATE rLUW GUN IKUL MH ram=JaU.Zo RIM=390.72 IE(SW)=384.61 IE(W)=381.27 36" IE(N,SE)=385.17 IE(NE)=384.47 OVERFLOW=386.38 18" 0 -1 __ &�� - 9 9 M. BUILDING SLAB ELEVATION NOTE: STEP FOUNDATION AS NEEDED FOR GRADE. TOP OF SLAB AT EACH GARAGE SHALL FLUSH W/ PAVEMENT AND SLOPE UP INTO GARAGE 2". NOTE,: CALL 1-800-424-5555 BEFORE YOU DIG PREPARED BY A N S T E Y E N G I N E E R I N G 8627 NE 180th St. BOTHELL, WA 98011 PHONE: (206) 303-7639 FAX: (425) 486-0267 EMAIL: benanstey@juno.com a 2 GRAPHIC SCALE 20 0 10 20 40 V1j ( IN FEET ) 1 inch = 20 ft. z /�_ - LA x.39 -4" PVC ROOF RAIN LINE ABOVE 4" PVC FRENCH CAIN AT FOOTING DRAIN TO STORM SYSTFv1 — SEE ARCH PLANS > ugh 0.5LF 8" CPEP @�3� INSTALL TYPE 1 CB RIM 39 0 IE 39 .0 K. 1— 8" DI CULVERT-; REPLACE WITH 25'-1/1�KD1 ® 4.5% GASCB TYPE 1 �61 STUB pnwpp /—RIM=392.30 Q 3.5LF 8" DI @ 5.77. CB TYPE I. IJD I Fisf:: i"`VE;ES`�•hl.v. SHEET TITLE LEGEND FIR TREE SANITARY SEWER MANHOLE Q❑ STORM DRAIN MANHOLE fID STORM DRAIN CATCH BASIN --� EX. CULVERT 01 POWER TRANSFORMER 0 CABLE TV RISER E— UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD POVER -CT EXISTING SIGN ❑ TELEPHONE RISER o MAIL BOX FIRE HYDRANT ® WATER METER WATER VALVE o WOOD FENCE (WDF) —x—x— CHAIN LINK FENCE (CLF) UCCQ EX. ROCKERY �```` . E X. PAVEMENT EX. GRAVEL L + ► EX. CONCRETE 101 N 88°40'51 "E SEP 2 5 2014 FIR TREE CEDAR TREE ALDER NEW AC PAVEMENT NEW PERMEABLE PAVERS SEE DETAIL SHEET C3 101 N 88°40'51 "E SEP 2 5 2014 PERMEABLE PAVEMENT NOTES: 1. ONE OF THE FOLLOWING TYPES OF PERMEABLE PAVEMENT MUST BE USED • POROUS CONCRETE • POROUS ASPHALTIC • PERMEABLE PAVERS • MODULAR GRID PAVEMENT • GRASSED MODULAR GRID PAVEMENT 2. PERMEABLE PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, EXCEPT WHEN SUCH SPECIFICATIONS ARE LESS STRINGENT THAN THOSE SET FORTH IN SECTIONS C.2.6.2 THROUGH C.2.6.6. OF APPENDIX C OF THE 2005 KING COUNTY SURFACE WATER DESIGN MANUAL. 3. PERMEABLE PAVEMENTS SHALL NOT BE PLACED ON SLOPES STEEPER THAT 10%. MAINTENANCE INSTRUCTIONS FOR NON—VEGETATED PERMEABLE PAVEMENT YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) CALLED "PERMEABLE PAVEMENT," WHICH WAS INSTALLED TO MINIMIZE THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OR ALL OF THE PAVED SURFACES ON YOUR PROPERTY. PERMEABLE PAVEMENTS REDUCE THE AMOUNT OF RAINFALL THAT BECOMES RUNOFF BY ALLOWING WATER TO SEEP THROUGH THE PAVEMENT INTO A FREE -DRAINING GRAVEL OR SAND BED, WHERE IT CAN BE INFILTRATED INTO THE GROUND. THE TYPE OF PERMEABLE PAVEMENT USED ON YOUR PROPERTY MAY BE ONE OF THE FOLLOWING: POROUS CONCRETE, POROUS ASPHALTIC CONCRETE, PERMEABLE PAVERS OR MODULAR GRID PAVEMENT. THE AREA COVERED BY PERMEABLE PAVEMENT AS DEPICTED BY THE FLOW 6'r DECORATIVE CURB OR STRUCTURE TO RETAIN PAVING FlC)R-Fl<DN 1/41y 1/41; 7 GEO-TEXTLE FABRIC INSTALLED BELOW:? PERIMETER OF PAVERS (�� V4' CLEAN CRUSHED STONE TO I FILL VOIDS N PAVING i : S T s1 E N G i E R I N G - j s 77, c — SU'BGRADE GEO-TEXTLE FABRIC WRAPS BASE MATERIALS TO PREVENT MI - RATON 4r' PERFORATED ADS DRAT! TILE OF STONE BASE INSTALLED If2 WAY IN DEPTH OF DRAINAGE STONE TO ALLOW PARTIAL EXFL.TRAI r_A .I CONTROL BMP SITE PLAN AND DESIGN DETAILS MUST BE MAINTAINED AS PERMEABLE PAVERS PERMEABLE PAVEMENT AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE KING COUNTY WATER AND LAND RESOURCES SECTION DIVISION OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM KING COUNTY. APARTMENTS PERMEABLE PAVEMENTS MUST BE INSPECTED AFTER ONE MAJOR STORM EACH NTS YEAR TO MAKE SURE IT IS WORKING PROPERLY. PROLONGED PONDING OR i STANDING WATER ON THE PAVEMENT SURFACE IS A SIGN THAT THE SYSTEM IS DEFECTIVE AND MAY NEED TO BE REPLACED. IF THIS OCCURS, CONTACT THE PAVEMENT INSTALLER OR THE KING COUNTY WATER AND LAND RESOURCES DIVISION FOR FURTHER INSTRUCTIONS. A TYPICAL PERMEABLE PAVEMENT SYSTEM HAS A LIFE EXPECTANCY OF APPROXIMATELY 25 -YEARS. TO HELP EXTEND THE USEFUL LIFE OF THE SYSTEM, THE SURFACE OF THE PERMEABLE PAVEMENT SHOULD BE KEPT CLEAN AND FREE OF LEAVES, DEBRIS, AND SEDIMENT THROUGH REGULAR SWEEPING OR VACUUM SWEEPING. THE OWNER IS RESPONSIBLE FOR THE REPAIR OF ALL RUTS, DEFORMATION, AND/OR BROKEN PAVING UNITS. MAINTENANCE INSTRUCTIONS FOR VEGETATED PERMEABLE PAVEMENT YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) CALLED "GRASSED MODULAR GRID PAVEMENT," WHICH WAS INSTALLED TO MINIMIZE THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OR ALL OF THE PAVED SURFACES ON YOUR PROPERTY. GRASS MODULAR GRID PAVEMENT HAS THE RUNOFF CHARACTERISTICS OF A LAWN WHILE PROVIDING THE WEIGHT-BEARING CAPACITY OF CONCRETE PAVEMENT. THE GRASSED SURFACE NOT ONLY MINIMIZES RUNOFF QUANTITY, IT HELPS TO FILTER POLLUTANTS GENERATED BY VEHICULAR USE OF THE SURFACE. THE COMPOSITION AND AREA OF GRASSED MODULAR GRID PAVEMENT AS DEPICTED BY THE FLOW CONTROL BMP SITE PLAN AND DESIGN DETAILS MUST BE MAINTAINED AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE KING COUNTY WATER AND LAND RESOURCES DIVISION OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM KING COUNTY. GRASSED MODULAR GRID PAVEMENT MUST BE INSPECTED AFTER ONE MAJOR STORM EACH YEAR TO MAKE SURE IT IS WORKING PROPERLY. PROLONGED PONDING OR STANDING WATER ON THE PAVEMENT SURFACE ISA SIGN Ti__A_T_ THE SYSTEM IS DEFECTIVE AND MAY NEED TO BE REPLACED. IF THIS OCCURS, CONTACT THE PAVEMENT INSTALLER OR THE KING COUNTY WATER AND LAND RESOURCES DIVISION FOR FURTHER INSTRUCTIONS. THE GRASSED SURFACE OF THE PAVEMENT MUST BE REGULARLY MOWED AND MAINTAINED IN A GOOD CONDITION. BARE SPOTS MUST BE REPLANTED IN THE SPRING OR FALL. 2' 2'±-1� 2 _„III= `_ 2" COMPOST TILLED INTO 6" NATIVE SOIL BIO-SWALE X -SECTION (SEE DETAIL SHEET C2) NOTE: 1. THE EXISTING DREWAY APPROACH MAY NEED TO BE REMOVED AND REPLACED TO MEET CITY STANDARDS IF DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. 2. ALL TRENCH RESTORATION SHALL BE PER CITY OF RENTON CURRENT TRENCH RESTORATION AND STREET OVERLAY DETAIL CHECKED FOR COMPLIANCE TO CITY STANDARDS REVISIONS N0. DATE 1 05/14/1 REVISIONS BY APUD COMMENTS REVISIONS RL DATUM NAVD88 PERMEABLE PAVER (3-V6" ) ---- - SETTING BED P LAYER OF 1/4" CLEAN CRUSHED STONE BASE LAYER ' 8-10' LAYER OF 2' CLEAN CRUSHED STONE C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT Cnl I -n t Ginn nu nCTDnvITCVV DF) t`1 !lC FLOW CONTROL MH KIM=JyV.Lb RIM=390.72 IE(SW)=384.61 IE(W)=381.27 36" IE(N,SE)=385.17 IE(NE)=384.47 OVERFLOW=386.38 18" APARTMENTS —7 NA& I Q GRAPHIC SCALE 20 0 10 20 40 I - ( IN FEET) LEGEND 1 inch = 20 ft. SANITARY SEWER MANHOLE I @❑ STORM DRAIN MANHOLE 'I ! ® STORM DRAIN CATCH BASIN EX. CULVERT 01 POWER TRANSFORMER CABLE TV RISER ` E— UTILITY POLE ANCHOR -C}- UTILITY POLE POWER POLE WITH DROP 397.5- t4 POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT t6 REAR. ARD_VBSBL Q -OHP- OVERHEAD POVER F SLAB 397.8',`r"> EXISTING SIGN UNIT 2D � -�<` / ❑ TELEPHONE RISER UNIT 2E I o MAIL BOX FIRE HYDRANT �' '�- 397 0 ' �:"•" " "; t 3.'" 4 Y ,? ��0 ® WATER METER o �Q WATER VALVE ��...: ...... WOOD FENCE (WDF) 396:2 ................`....x."9.7.';2..." I� D4 —x—x—CHAIN LINK FENCE (CLF) .... ---�u97 3 CDC:C�O EX. ROCKERY - F S B 397.3' PVC ROOF -.DRAIN LINE ABOVE EX. PAVEMENT 4 PVC FRENCH=QL2AI�� AT FOOTING \ 1r UNIT 1% �s p DRAIN TO STORM SYS - SEE ARCH PLANS _ r7 x'.«< EX. GRAVEL / 9 6� 3 ' 9 10.5LF 8" CPEP @_2-3�f. EX. CONCRETE '! INSTALL�I EW YPE 1 CB FIR TREE ? RIM 39yK 0 i E DETAIL SHEET (,2� _ </ IE 391.0 4 CEDAR TREE - ` X. 1- 8" DI CULVERT- REPLACE WITH 25'-11/2�D1 ® 4.5% ALDER _�. - -- —�'i CB TYPE I � � ..... I 3935 ...395 POWER PRIM=392.30 NEW AC PAVEMENT VAULT IIE(N,S)=389 87 i -. - -.- -- - =� '3 5LF 8" DI ®5 7% ............................_ . .... �x—x—x.=x NEW PERMEABLE PAVERS N'"E ® CB TYPE I, LID I .... SEE DETAIL SHEET C3 SHEET TITLE PREPARED BY A N S T E Y E N G I N E E R I N G LJU I i1tLL, VV/-\ jou I I PHONE: (206) 303-1639 CLIENT: FAX: (425) 486-026 EMAIL: benanstey@juno.com V Y PROPERTIES L L VLADI.M.IR DROFIAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 ,E W, rZ 10 - I PLAN P��N P. A --,- WAS NWASj F20614 AL E� DATE 12/30/13 SCALE 1 $,=20) DWG SITE "'#AE08-51 DRAWN BY R APPROVED BPA SHEET C3 of _5_ SLP 2 5 2014 ��A/ YYPROPERTIES LLC ��k��/ VLAD|M|R DROFYAK DEVELOPER 15012 SE 253RD PLACE ��~��~�~��/ ��vx C0Y|MGT0N' WA 98042 KXJ == 206-351-8289 ��hJ��|��^ ��/��un��/r AN3TEY ENGINEERING (�— 8627 NE 180TH 3l. -{- BOTHEL, VIA 98011 � 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES �\�/ �� P.O. BOX 3488 -OHP- RENTON, 0W 98058 ANY 425-290-1739 ��| �� PARCEL ��~ ��o.: 073900-0055 ��| �^�^� PARCEL ��~�~ ��ress.: 12228 SE Potruvitaky Rd., Renton. 98058 CHECKED FOR COMPLIANCE TOCITY STANDARDS REVISIONSa�m�e� NO. I DATE C.D.R. BENCHMARK No.1989 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE /\TX-ING 3E 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3870 ELEV. = 397.589 ALUMINUM DISK SET FLUSH WITH C0NC WALK AT SOUTH SIDE OF PETR0NTSKY RD. N. OF HOUSE No. 12325 DETENTION VAULT GRATE ACCESS `= __2_>`3N R__51E— M ** AFTER EACH SECTION HAS APPROVED THE PROPOSED CON3TRUCOON, THE REQUIRED PERMITS WILL BE ISSUED AND THE BUILDER'S COPY OF THE APPROVED PLAN TURNED OVER TO THE APPLICANT. THE BUILDER'S COPY MUST BE AVAILABLE TO INSPECTORS AT THE JOB SITE AT ALL TIMES. *° SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUWB|NG, ELECTRICAL, SEPTIC TANKS, SIGNS. REFRIGERATION EQU|PWENT, SEWER HOOK-UPS AND OFF-SITE IMPROVEMENTS, SUCH AS SJDEWALKS, CURBS AND GUTTERS, INAT[R WA|N3, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET UCH-rING AND STREET SIGNS. ** THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMB|NG, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARK|NG, 3|JN3 AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. | ** THE FIRE DEPARTMENT WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR FIRE } ' ALARM SYSTEMS, FIRE EXTINGUISHING SYSTEMS, FIRE HYDRANT3, FIRE LANE ACCESS AND FIRE EXITS. | +* THE PUBLIC WORKS INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT . OF REQUIREMENTS FOR GRADE AND DRAINAGE, CURBS, CUTTERS' SIDEWALKS, ACCESS AND EGRESS FROM PARKING AREAS. | | WATER SERVICE, SANITARY SEWERS, SIDE 3EWER5, STORM DRAINAGE, STREET LIGHTING, AND STREET SIGNS. ' | ** A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL DEPARTMENTS HAVE GIVEN FINAL APPROVAL / | ------------ APARTMENTS I BLDG I . POWEFj I/ if OWER J. ANSFORME ' | PROPOSELLL ' DETAIL THIS — � ' |1 ` f+ 0`��' ��'� l O' WOOD FENCE `�p ~�. -�- - ;41 u h^u GRAPHIC " SCALE 20 0 1O 20 4O ( IN FEET ) 1 inch ~~ 20 [L DA b(]I[_| )�p� l � � !� �� /,.�� 5 - � � � - — -- ' - k� UNIT 1B @ UNIT 1O 0 UNIT 1D &/ J |~-UNIT 1A FRONT LJ MYARDBSBL -------�� ! | BUILDING COVERAGE CALCS: @ 19,889 S.F. TOTAL LOT AREA U0 6,263 S.F. BUILDING FOOTPRINT --� 31.5% BUILDING COVERAGE KXJ == IMPERVIOUS SURFACE: [0 19,889 S.F. TOTAL Lo -r AREA (�— 6,263 S.F. BUILDING -{- 3,591 S.F. NEW PARKING PAVEMENT � 9,854.4 S.F. TOTAL IMPERVIOUS m� �f 49.5% TOTAL IMPERVIOUS COVERAGE �\�/ �� 8,293 SF LANDSCAPED AREA = 41.7% -OHP- 1,741.6 S.F. SIDEWALK & PARKING (PERVIOUS PAVERS) ANY EXISTING SIGN C.D.R. BENCHMARK No.1989 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE /\TX-ING 3E 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3870 ELEV. = 397.589 ALUMINUM DISK SET FLUSH WITH C0NC WALK AT SOUTH SIDE OF PETR0NTSKY RD. N. OF HOUSE No. 12325 DETENTION VAULT GRATE ACCESS `= __2_>`3N R__51E— M ** AFTER EACH SECTION HAS APPROVED THE PROPOSED CON3TRUCOON, THE REQUIRED PERMITS WILL BE ISSUED AND THE BUILDER'S COPY OF THE APPROVED PLAN TURNED OVER TO THE APPLICANT. THE BUILDER'S COPY MUST BE AVAILABLE TO INSPECTORS AT THE JOB SITE AT ALL TIMES. *° SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUWB|NG, ELECTRICAL, SEPTIC TANKS, SIGNS. REFRIGERATION EQU|PWENT, SEWER HOOK-UPS AND OFF-SITE IMPROVEMENTS, SUCH AS SJDEWALKS, CURBS AND GUTTERS, INAT[R WA|N3, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET UCH-rING AND STREET SIGNS. ** THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS OF BUILDING, PLUMB|NG, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION, PARK|NG, 3|JN3 AND ANY OTHER BUILDING REQUIREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. | ** THE FIRE DEPARTMENT WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR FIRE } ' ALARM SYSTEMS, FIRE EXTINGUISHING SYSTEMS, FIRE HYDRANT3, FIRE LANE ACCESS AND FIRE EXITS. | +* THE PUBLIC WORKS INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT . OF REQUIREMENTS FOR GRADE AND DRAINAGE, CURBS, CUTTERS' SIDEWALKS, ACCESS AND EGRESS FROM PARKING AREAS. | | WATER SERVICE, SANITARY SEWERS, SIDE 3EWER5, STORM DRAINAGE, STREET LIGHTING, AND STREET SIGNS. ' | ** A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL DEPARTMENTS HAVE GIVEN FINAL APPROVAL / | ------------ APARTMENTS I BLDG I . POWEFj I/ if OWER J. ANSFORME ' | PROPOSELLL ' DETAIL THIS — � ' |1 ` f+ 0`��' ��'� l O' WOOD FENCE `�p ~�. -�- - ;41 u h^u GRAPHIC " SCALE 20 0 1O 20 4O ( IN FEET ) 1 inch ~~ 20 [L DA b(]I[_| )�p� l � � !� �� /,.�� 5 - � � � - — -- ' - k� UNIT 1B @ UNIT 1O 0 UNIT 1D &/ J |~-UNIT 1A FRONT LJ MYARDBSBL -------�� ! | PREPARED BY |E(NE)=384.47 OVERFLOW=386.38 18" 4k_EBNEE6M VICINITY MAPN. LEGEND I U SANITARY SEWER MANHOLE @ STORM DRAIN MANHOLE U0 STORM DRAIN CATCH BASIN --� EX. CULVERT KXJ == POWER TRANSFORMER [0 CABLE TY RISER (�— UTILITY POLE ANCHOR -{- UTILITY POLE � POWER POLE WITH DROP m� �f POWER POLE WITH DROP��T8OX �\�/ �� POWER POLE WITH DROP/bL|CHT -OHP- OVERHEAD POYER ANY EXISTING SIGN TELEPHONE RISER cz MAIL BOX rf FIRE HYDRANT EB WATER METER WATER VALVE -'�--�----- WOOD FENCE (WDF) --':---«---- CHAIN LINK FENCE (CLF) PREPARED BY |E(NE)=384.47 OVERFLOW=386.38 18" 4k_EBNEE6M VICINITY MAPN. LEGEND I U SANITARY SEWER MANHOLE @ STORM DRAIN MANHOLE U0 STORM DRAIN CATCH BASIN --� EX. CULVERT KXJ == POWER TRANSFORMER [0 CABLE TY RISER (�— UTILITY POLE ANCHOR -{- UTILITY POLE � POWER POLE WITH DROP m� �f POWER POLE WITH DROP��T8OX �\�/ �� POWER POLE WITH DROP/bL|CHT -OHP- OVERHEAD POYER �r EXISTING SIGN TELEPHONE RISER cz MAIL BOX rf FIRE HYDRANT EB WATER METER WATER VALVE -'�--�----- WOOD FENCE (WDF) --':---«---- CHAIN LINK FENCE (CLF) C:CD[DQ EX. ROCKERY EX. PAVEMENT ' [X. GRAVEL EX. CONCRETE RR TREE CEDAR TREE ALDER I -800-424-5555 BEFORE YOU DIG S T E Y I N E E R I N G ��7 N[ 1��l4� C�4 UU��/ |�L |UVU| ��L, BOTH[]/lTU[|| N� O�[l�1 ELL, VV�� JL)\J | | []U/�N[' �/l�7��O[||U|�L, (206) JU�—/U�� [�V' ��/l��7| /�/\. (425) ^�UU—Uz�U/ EMAIL: || �� /�\ ' L|Y|/1|L' U��if�V��|U�[l^{�/l�M ' -�'-'�- -/ ]-''- -� � BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800-424-5555 EASTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMA11ON AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. SHEET TITLE UTIMES PLAN 29'-6" 3'-6" L 3'-6" 2 4 M I 15J" 3 1A-4.1 I SHOWN - DC AANOPY DETAILS SHEET 15-2.2 ""' ,A-1., Ii II `•` BOT. PLATES "` �" I II "` II MAIN ........................ CANOPY SHOWN ,3 ( BELOW - REFER TO A4.,CANOPY ELEV.ANDBELOWNREFERTO CANOPY DETAILS SHEET 15-2.2 tr-o"RAILING4-0" C SECOND.................827 T -7Y2 ' - D CB2j A3 82 I I I CANOPY SHOWN BELOW -REFER TO ELEV. AND CANOPYELEV. DETAILS SHEET 15-22 566 x-36"HIGH (MIN.)WALL 4--W , P-0" RAILING • 2'-0" 1 3'-0" 3'-0" L 2-0" THIRD ..................... T -O" T-0" T-0" 2'-0" 608 -� 1`6" 2'-8" 3'-6" 2'-6" 6'-3" 6'-9" 2'-0" I 3'-0" 3'-0° 2'-0" 11'-0" RAILING 3'-,1�" E 1'-0�2" GARAGE ................. 428 GARAGE ................. 258 GARAGE ............. 16'-6" 10'-0" 83 3'-0" T-0" 101-0 BALCONY ................. 62 _ 16-6" 2'S" 8'-6" 78 13'-0" 3'-0" 10'-0" 16'1" TOTAL ................... Third Floor Plan TOTAL ................ 8. ALL EXTERIOR DOORS SHALL BE OPENABLE FROM INSIDE e VAPOR BARRIER BEHIND G.W.B. WITHOUT USE OF KEYS. 18. ALL WATER HEATERS SHALL MEET INTERNATIONAL ENERGY 9. ALL SMOKE DETECTORS TO BE 110 VOLT W/ BATTERY CONSERVATION CODE (IECC) VJ N g BACK-UP, SEE ELEC. & MECH. PLANS FOR LOCATIONS. 19, ALL UNITS TO HAVE ELECTRIC FORCED -AIR HEATING AND 10. ALL EXTERIOR WALLS 2X6 @ 16" O.C. WITH R-21 INSULATION COOLING (HEAT PUMP) UNLESS NOTED OTHERWISE. ALSO SEE WALL SCHEDULES. 11. HOLD SIDING 6" MIN. ABOVE FINISH GRADE, TYPICAL. 12. FIREBLOCKING AT ALL PLUMBING PENETRATIONS. 112'-0" (OVERALL LENGTH) CHORDS TO ADJACENT WALL 29'-6" L 29'-6" 24,-0. 29'-0" • s' -o" z6' -s" 1 zo'-s^ s•-0^ rr-6" 1r-6" I 20'-6"6'-6^ ,LY 3'-6" (t�� -6' 6'-8" 7 6'-8" 3'-6" 3'-6° 6'-10" C 6,_0„ 6,_6., 6,-0" 3,_6., I 3'-0. 7,-0. E � 81 2 1Aw1.1 A2 Bt 81 � /�I�� <A2> 81 i Ya" THICK RAILING PLATE, - I 3 I ATTACH TO DECK 0 00 9 CANOPY SHOWN UELOW - REFER TO BLEV. AND CANOPY bDETAILS SHEET IS -2.2 SCALE: � =1,-0" -� 112'-0" (OVERALL LENGTH) 29'-6' L 29'-6-6" L CANOPY SHOWN BELOW- i REFER TO ELEV. AND CANOPY DETAILS SHEET I3-22 CE _ N 91.4" I - 29'1° I 29'-6^ 9-0^ 1 111.6^ 12'-6° 26,_6^ 8•.6„ 7 � A) 1 r a^ 4 t0'-2" to -2" 10'-4" C s'-0° 4 s' s" Q 6' 0" t 0'-s° E -------TIT-7----- I -------- 3-.9.4_ , 3 9"7 5' 15-4 15-4" r.5" 3 9"� T-0' T-2' L� 3 _i 14'-7" I, 16'-6" 5'-7" L 3'-9" 3'-2^ Main Floor Plan 1016411 SCALE:7/�y =1'-0" -- - / Wall Schedule N LF AREA TABLES I General Notes UNITIA: UNIr1B: UNITIC: UNIT ID MAIN.......................398 ALL OUTSIDE AND INSIDE DIMENSIONS ARE TO THE FACE OF MAIN.......................398 BOT. PLATES MAIN ....................... 344 MAIN ........................ 321 SECOND.................827 2. SECOND.................827 BOT.PLATE AND DBL. TOP PLATE SECOND ................. 566 SECOND ................. 719 THIRD .. ................. _785 THIRD ..................... 786 THIRD ..................... 608 THIRD ..................... 670 TOTAL HEATED...2010 TOTAL HEATED..,2010 TOTAL HEATED 1538 TOTAL HEATED 1710 GARAGE................A28 714.4, 705.9.1 GARAGE ................. 428 GARAGE ................. 258 GARAGE ............. _A04 BALCONY ............... 83 BALCONY ................. 83 BALCONY ................. 62 BALCONY ................. 78 TOTAL...................2521 2. FOR ROOF VENT & GUTTER PLAN REFER TO ROOF TOTAL.............. 2521 TOTAL ................... 1858 TOTAL ................ 8. 1. ALL OUTSIDE AND INSIDE DIMENSIONS ARE TO THE FACE OF 13. EACH UNIT SHALL BE FULLY SPRINKLERED WITH A BOT. PLATES STUDS (UNLESS NOTED OTHERWISE ON PLANS.) RESIDENTIAL TYPE WET SYSTEM ONLY IN HEATED SPACES IT� 2x4 INTERIOR WOOD WALL (BEARING): PER NFPA 13D, ALL UNDER SEPARATE PERMIT. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED BOT.PLATE AND DBL. TOP PLATE i4= DIMENSIONS. 14. WINDOWS SPECIFIED ARE MFGR. BY: MILGARD OR EQUAL. 2x6 INTERIOR WOOD WALL (BEARING): 4 U=0.30 OR BETTER - CONTRACTOR TO VERIFY ALL ROUGH 3. ALL BATHROOMS PLUMBING WALLS TO BE 2X6 OPENINGS. WITH YB" GYPSUM BOARD EA. SIDE CONSTRUCTION (UNLESS NOTED OTHERWISE.) 2411EXTERIOR WOOD WALL (BEARING): 2X6 WOOD STUDS @ 16" O.C. W/ SINGLE BOT. Z PLATE AND DBL. TOP PLATE 15. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER I.B.C. SECTION 4. ALL GARAGES ARE UNHEATED SPACE. 714.4, 705.9.1 5. FOR LIGHT FIXTURE TYPES AND LOCATIONS SEE ELECTRICAL 16. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. OF I -,Y2" AWAY AND MECHANICAL PLANS, UNDER SEPARATE PERMIT. FROM WALL. 6. ALL VENTS TO EXTERIOR. 17. ALL TUBS AND SHOWERS: m LIMIT SHOWER FLOW TO 2.5 G.P.M. 7. ALL BEDROOMS TO HAVE EGRESS WINDOWS PER SECTION e WATERPROOF WALL TO WITHIN 70" ABOVE DRAIN INLET. 2. FOR ROOF VENT & GUTTER PLAN REFER TO ROOF 1029 IBC -2012 • ALL GLAZING WITHIN 70" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL EXTERIOR DOORS SHALL BE OPENABLE FROM INSIDE e VAPOR BARRIER BEHIND G.W.B. WITHOUT USE OF KEYS. 18. ALL WATER HEATERS SHALL MEET INTERNATIONAL ENERGY 9. ALL SMOKE DETECTORS TO BE 110 VOLT W/ BATTERY CONSERVATION CODE (IECC) BACK-UP, SEE ELEC. & MECH. PLANS FOR LOCATIONS. 19, ALL UNITS TO HAVE ELECTRIC FORCED -AIR HEATING AND 10. ALL EXTERIOR WALLS 2X6 @ 16" O.C. WITH R-21 INSULATION COOLING (HEAT PUMP) UNLESS NOTED OTHERWISE. ALSO SEE WALL SCHEDULES. 11. HOLD SIDING 6" MIN. ABOVE FINISH GRADE, TYPICAL. 12. FIREBLOCKING AT ALL PLUMBING PENETRATIONS. Legend O WINDOW MARK- SEE DOOR AND WINDOW SCHEDULESHEET O DOOR MARK • SEE DOOR AND WINDOW SCHEDULE SHEET POINT LOAD- SEE STRUCTURAL SHEETS UffMM BATT INSULATION - REFER TO WALL SCHEDULE 222ZZ= BEARING WALLS rrr<Gr{r{�� HIGH WALL- HIGH BEARING (CONSULT FRAMING WITH ENGINEER) O 110V SURFACE MOUNTED SMOKE DETECTOR-ICBO APPROVED O -l- SMOKE DETECTOR WITH CARBON MONOXIDE ALARM COMBO ELECTRICAL PANEL P EXHAUST FANS (INTERMITTENT / CONTINUOUS) - KITCHEN FAN 100 CFM 125 CFM BATHROOM FAN 65 CFM 120 CFM -LAUNDRY FAN: CONTINUOUS OPERATION WHOLE HOUSE FAN MIN. 60 CFM w1 2x4 INTERIOR WOOD WALL (NON-BRG): 214 WOOD STUDS @ 24" O.C. WITH SINGLE TOP & BOT. PLATES WITH %" GYPSUM BOARD EA. SIDE FQ-1 2x6 INTERIOR WOOD WALL (NON-BRG): R-21 INSULATION WHERE SHOWN 1/2" OSB SHEATHING MOISTURE BARRIER(TYVEK) EXTERIOR FINISH (SEE ELEV) PARTY WALL (1 HOUR) - UL DESIGN NU341 ,1 %" TYPE X" GYP. BOARD IN GARAGE 2X4 STUDS @ 16" O.C. W1 DBL. TOP & BOT PL R-11 ACOUSTIC INSULATION BETWEEN STUDS'. 1"AIR SPACE TWO LAYER %' TYPE "X" GYP. BOARD 2X4 STUDS @ 16" O-C.W/ DBL. TOP & BOT. PL R-11 ACOUSTIC INSULATION BETWEEN STUDS' 5/e" TYPE "X" GYP. BOARD Front Elevation - North Side 6 SL•QA "\ w BUILDING FRAME Elevation General Notes Elevation Keyed Notes ABOVE N ... �. ,. .... O ONO n ASPHALT SHINGLES - SEE SECTIONS 26'-s'/,i' T.O.PL. T.O.FL. REVEAL e \TOP PL. T.O.FL. Left Elevation - West Side tA-3., w z O 1. ALL STONE VENEER, PLASTER, WOOD SIDING, TRIMS, FLASHINGS, ETC. TO BE INSTALLED PER MANUF. - 2x6 WOOD STUDS @ 24" O.C. WTTH SINGLE TOP & 2. BOT. PLATES O9 WITH 3/e" GYPSUM BOARD EA. SIDE IT� 2x4 INTERIOR WOOD WALL (BEARING): ASPHALT SHINGLES - SEE SECTIONS 2x4 WOOD STUDS @ 16' O.C. WITH SINGLE -i-- BOT.PLATE AND DBL. TOP PLATE i4= WITH %" GYPSUM BOARD EA. SIDE w4 2x6 INTERIOR WOOD WALL (BEARING): 4 2X6 WOOD STUDS @ 16" O.C. W/ SINGLE BOT. 15 PLATE AND DBL. TOP PLATE THREE COAT CEMENT PLASTER, %" THICK (MIN.) WITH YB" GYPSUM BOARD EA. SIDE 13 2411EXTERIOR WOOD WALL (BEARING): 2X6 WOOD STUDS @ 16" O.C. W/ SINGLE BOT. Z PLATE AND DBL. TOP PLATE 2" PLATER REVEAL AND DRIP MOLDING %" TYPE "X" GYP. BOARD 15 VAPOR BARRIER R-21 INSULATION WHERE SHOWN 1/2" OSB SHEATHING MOISTURE BARRIER(TYVEK) EXTERIOR FINISH (SEE ELEV) PARTY WALL (1 HOUR) - UL DESIGN NU341 ,1 %" TYPE X" GYP. BOARD IN GARAGE 2X4 STUDS @ 16" O.C. W1 DBL. TOP & BOT PL R-11 ACOUSTIC INSULATION BETWEEN STUDS'. 1"AIR SPACE TWO LAYER %' TYPE "X" GYP. BOARD 2X4 STUDS @ 16" O-C.W/ DBL. TOP & BOT. PL R-11 ACOUSTIC INSULATION BETWEEN STUDS' 5/e" TYPE "X" GYP. BOARD Front Elevation - North Side 6 SL•QA "\ w BUILDING FRAME Elevation General Notes Elevation Keyed Notes ABOVE N ... �. ,. .... O ONO n ASPHALT SHINGLES - SEE SECTIONS 26'-s'/,i' T.O.PL. T.O.FL. REVEAL e \TOP PL. T.O.FL. Left Elevation - West Side tA-3., w z O 1. ALL STONE VENEER, PLASTER, WOOD SIDING, TRIMS, FLASHINGS, ETC. TO BE INSTALLED PER MANUF. - SPECIFICATIONS. 2. FOR ROOF VENT & GUTTER PLAN REFER TO ROOF O9 PLAN 3. FOR MORE ELEVATION DATUM MARKS REFER TO ASPHALT SHINGLES - SEE SECTIONS BUILDING AND WALL SECTIONS 4. REFER TO ELEC. & MECH. PLANS FOR EXTERIOR 12 LIGHT FIXTURE LOCATIONS 5. OWINDOW MARK - SEE DOOR AND WINDOW 14 $CHEDULESHEET n Wood Post 1A 3.1 SCALE: 112" _ I V0't ROUGH OPENING (SITE VERIFY FOR LENGTH) ,2'-1"t ROUGH OPENING FOR UNIT 10 V SQ. ALUM. RAIL (TOP % TRADITIONAL AND SIDE CHORDS) BALUSTERS @ 4" O.C. O5!a" PRIMED FASCIA- SEE SECTIONS FOR EAVE AND RAKE DETAILS O3 PRE -FINISHED ALUMINUM GUTTER (D PRE -FINISHED 2X3 ALUMINUM DOWNSPOUT OALUMINUM DOWNSPOUT STRAP OEXPOSED CONC. PLINTH OVER ODRAIN TO FOUNDATION TITE-LINE SYSTEM (TYP.) OB VERTICAL BOARD AND BATTEN @ 12" O.C. O9 6" LAP WOOD SIDING 10 12" LAP HORIZONTAL CHANNEL RUSTIC SIDING (DARK ASPHALT SHINGLES - SEE SECTIONS COLOR) 11 8" WIDE BOXED POPOUT LEG - FINISH TO MATCH ABV. 12 THREE COAT CEMENT PLASTER, %^ THICK (MIN.) 13 2" PLASTER REVEAL 14 BUILDING WALL 15 10" STUCCO BAND THREE COAT CEMENT PLASTER, %" THICK (MIN.) 5/4' PRIMED FASCIA - SEE SECTIONS FOR EAVE AND RAKE 13 F DRAIN TO FOUNDATION TITE-LINE SYSTEM (TYP.) 14 2" PLATER REVEAL AND DRIP MOLDING 15 AND DETAILS SEE SHEET 1A-3.1 76 SPECIFICATIONS. DETAILS z_ 2. FOR ROOF VENT & GUTTER PLAN REFER TO ROOF 3 PRE -FINISHED ALUMINUM GUTTER 7ZE7� ATTACH SIDE CHORDS TO ADJACENT WALL BALCONY FLR T.O.F Ya" THICK RAILING PLATE, WELDED RAILING FRAME ATTACH TO DECK Enlarged Metal Railing n SCALE: 1!2" = 1`-0" O5!a" PRIMED FASCIA- SEE SECTIONS FOR EAVE AND RAKE DETAILS O3 PRE -FINISHED ALUMINUM GUTTER (D PRE -FINISHED 2X3 ALUMINUM DOWNSPOUT OALUMINUM DOWNSPOUT STRAP OEXPOSED CONC. PLINTH OVER ODRAIN TO FOUNDATION TITE-LINE SYSTEM (TYP.) OB VERTICAL BOARD AND BATTEN @ 12" O.C. O9 6" LAP WOOD SIDING 10 12" LAP HORIZONTAL CHANNEL RUSTIC SIDING (DARK ASPHALT SHINGLES - SEE SECTIONS COLOR) 11 8" WIDE BOXED POPOUT LEG - FINISH TO MATCH ABV. 12 THREE COAT CEMENT PLASTER, %^ THICK (MIN.) 13 2" PLASTER REVEAL 14 2" PLATER REVEAL AND DRIP MOLDING 15 10" STUCCO BAND IB WOOD BAND/TRIM 17 SMOOTH WOOD FINISH _.. _ __ _... ..... -.... PRE -FINISHED 2X3 ALUMINUM DOWNSPOUT 18 EXPOSED POST / BEAM, TRIMMED OUT 3 ASPHALT SHINGLES - SEE SECTIONS IN WHITEWOOD (NON-STRUCTURAL) 0 19 METAL RAILING AT 36" ABOVE FIN. FLR. (MIN.) 20 WINDOW, REFER TO FLOOR PLAN 21 DOOR, REFER TO FLOOR PLAN '.. OHEAT PUMP OVER 6" PAD Rear Elevation - South Side to -3.2 NOTE: Elevation General Notes Elevation Keyed Notes / PLAN ( FOR OTHER NOTES, BUILDING PRE -FINISHED 2X3 ALUMINUM DOWNSPOUT 1. ALL STONE VENEER, PLASTER, WOOD SIDING, TR IMS, O ASPHALT SHINGLES - SEE SECTIONS ALUMINUM DOWNSPOUT STRAP 10 4. REFER TO ELEC. & MECH. PLANS FOR EXTERIOR O EXPOSED CONC. PLINTH OVER HEIGHT AND ELEVATION MARKS, 8" WIDE BOXED POPOUT LEG - FINISH TO MATCH ABV. FLASHING$, ETC. TO BE INSTALLED PER MANUF. THREE COAT CEMENT PLASTER, %" THICK (MIN.) 5/4' PRIMED FASCIA - SEE SECTIONS FOR EAVE AND RAKE 13 O DRAIN TO FOUNDATION TITE-LINE SYSTEM (TYP.) 14 2" PLATER REVEAL AND DRIP MOLDING 15 AND DETAILS SEE SHEET 1A-3.1 76 SPECIFICATIONS. DETAILS 2. FOR ROOF VENT & GUTTER PLAN REFER TO ROOF 3 PRE -FINISHED ALUMINUM GUTTER Right Elevation - East aide SCALE: t/0 = 1'-0" 17 SMOOTH WOOD FINISH 18 EXPOSED POST/ BEAM, TRIMMED OUT -- ---- -- IN WHITEWOOD (NONSTRUCTURAL) f'� p 19 METAL RAILING AT 36" ABOVE FIN. FLR. (MIN.) per" 1 1 3 20 WINDOW, REFER TO FLOOR PLAN 21 DOOR, REFER TO FLOOR PLAN ,,-, 7 HEAT PUMP OVER6"PAD SEP �� 2014 �• 7 (0 �} 0) O > h U 0) N oro r G LN U ,✓ M ro n N:� �4 8EOt5TERE0 itT 7 STATE R iYASINNGieN LU " z'( Vl Lt1 2 O m 6 3:P�," �� o Q OP-,.- f -Wo � z it aF-w LwWz" v 04 D LO _O IJ. Cl) Z D O U U W 0. 0 1= a N 0 � O s z BRAWN By David Goretoy DATA SHEET NUMBER 1 U) LO ro > 4 U Q Q C0 ui rI,- 00 N ro ~ L NE lM i CU ro LI) n Sbr6 �4'`cGISiiREO SiAlE pF W:dAtNG18N (n 11.1 O z C. f„ o 0 ®=-O opo ~SOW w°DWU V N2 M_ z O J Z U) Q w d a U 0 s d z BRAWN BY David Goretoy SHEET NUMBER PLAN ( aO PRE -FINISHED 2X3 ALUMINUM DOWNSPOUT 3. FOR MORE ELEVATION DATUM MARKS REFER TO BUILDING AND WALL SECTIONS LAP WOOD SIDING O ALUMINUM DOWNSPOUT STRAP 10 4. REFER TO ELEC. & MECH. PLANS FOR EXTERIOR O EXPOSED CONC. PLINTH OVER LIGHT FIXTURE LOCATIONS 8" WIDE BOXED POPOUT LEG - FINISH TO MATCH ABV. 12 THREE COAT CEMENT PLASTER, %" THICK (MIN.) 5. O WINDOW MARK- SEE DOOR AND WINDOW 13 O DRAIN TO FOUNDATION TITE-LINE SYSTEM (TYP.) 17 SMOOTH WOOD FINISH 18 EXPOSED POST/ BEAM, TRIMMED OUT -- ---- -- IN WHITEWOOD (NONSTRUCTURAL) f'� p 19 METAL RAILING AT 36" ABOVE FIN. FLR. (MIN.) per" 1 1 3 20 WINDOW, REFER TO FLOOR PLAN 21 DOOR, REFER TO FLOOR PLAN ,,-, 7 HEAT PUMP OVER6"PAD SEP �� 2014 �• 7 (0 �} 0) O > h U 0) N oro r G LN U ,✓ M ro n N:� �4 8EOt5TERE0 itT 7 STATE R iYASINNGieN LU " z'( Vl Lt1 2 O m 6 3:P�," �� o Q OP-,.- f -Wo � z it aF-w LwWz" v 04 D LO _O IJ. Cl) Z D O U U W 0. 0 1= a N 0 � O s z BRAWN By David Goretoy DATA SHEET NUMBER 1 U) LO ro > 4 U Q Q C0 ui rI,- 00 N ro ~ L NE lM i CU ro LI) n Sbr6 �4'`cGISiiREO SiAlE pF W:dAtNG18N (n 11.1 O z C. f„ o 0 ®=-O opo ~SOW w°DWU V N2 M_ z O J Z U) Q w d a U 0 s d z BRAWN BY David Goretoy SHEET NUMBER SCHEDULE SHEET ( VERTICAL BOARD AND BATTEN @ 12" O.C. O6" LAP WOOD SIDING 10 12" LAP HORIZONTAL CHANNEL RUSTIC SIDING (DARK COLOR) ,1 8" WIDE BOXED POPOUT LEG - FINISH TO MATCH ABV. 12 THREE COAT CEMENT PLASTER, %" THICK (MIN.) 13 2" PLASTER REVEAL ' 14 2" PLATER REVEAL AND DRIP MOLDING 15 10" STUCCO BAND 76 WOOD BAND ITRIM 17 SMOOTH WOOD FINISH 18 EXPOSED POST/ BEAM, TRIMMED OUT -- ---- -- IN WHITEWOOD (NONSTRUCTURAL) f'� p 19 METAL RAILING AT 36" ABOVE FIN. FLR. (MIN.) per" 1 1 3 20 WINDOW, REFER TO FLOOR PLAN 21 DOOR, REFER TO FLOOR PLAN ,,-, 7 HEAT PUMP OVER6"PAD SEP �� 2014 �• 7 (0 �} 0) O > h U 0) N oro r G LN U ,✓ M ro n N:� �4 8EOt5TERE0 itT 7 STATE R iYASINNGieN LU " z'( Vl Lt1 2 O m 6 3:P�," �� o Q OP-,.- f -Wo � z it aF-w LwWz" v 04 D LO _O IJ. Cl) Z D O U U W 0. 0 1= a N 0 � O s z BRAWN By David Goretoy DATA SHEET NUMBER 1 U) LO ro > 4 U Q Q C0 ui rI,- 00 N ro ~ L NE lM i CU ro LI) n Sbr6 �4'`cGISiiREO SiAlE pF W:dAtNG18N (n 11.1 O z C. f„ o 0 ®=-O opo ~SOW w°DWU V N2 M_ z O J Z U) Q w d a U 0 s d z BRAWN BY David Goretoy SHEET NUMBER 24'11" 24'-0° 24'-0° 24'-0" 24,_0" t 71;17/ 6•_7X2 6'-0" L 11'3X2" ( 8'-7Y2" 6'-7Y2" 11'.4Y" 6'-0" z" . --___ t r i -0Y2" 31512 3''SY2 6'-0• S_7" 9-5, ....._..... 3..5 2. _...... 8-°-_s.a,._ _.....__/2_ ....__. ._ ............ B, L_-..._ 41- . 5 10" �...... ? _.._.- _x... �._ ,T- -..... t ...... _-...._ - ._..... _' d .... -,F- I 1 # ` I 9 SI I 6� .I ... 3 �Y" E 3' SY2 I G 0' >' 1" 9'>Y2 F -�'.-.------.1 ....._._..-,l•_. _-.-._...._ I .._.-..._.. .. .. { g•.2^ -.....-. I I I i -4.1 w5 I `P C g w5 I w5 B w5 B i G I iv C B - 1 z � 4'-t° 4'-1" � z C SE C E 4'_7„ I rn 303 Le ®N C' SE C E ®7 303 a�j _I 4-1I " C E ® ®� ® ® M O q 4 SHF 4 SHF q BATH o 4 SHF 4 o BATHS q 4 SHF 4 SHF 4 BATH o o BATHI ® ®BA NH o vmyi ([� 11 DN DN wtvT `--LLJ M. BATH _ M. BATH ® M v�nNwt If N M. BATH ® M w1 DN DN M. BATH _ x ,N M. BATH ® w1 w2 Vinyl m Cr m Vinyl Z m /y y Vinyl w2 Vinyl 60°TUB Y pe �� z w2 60" TUB IU•x 60"TUB ° W/SHWR W/SITYdR ° ®a ® ° Wl N 7 `� 303 303 <v 303 303 LINEN 4 '7 LINEN ~ LINEN oT LINEN o� R LINEN ry N wJ I uJ I I I I aJ 304 N I I l w 304 N N 304 W I w W I I I W 304 N F N 304 ill W.LC., i ill W.LC• Ili _ xll W.LC. Ilz �- mil Wage o N .II W. N _� o + rn 4 N 4 Carpet II carpet n '7 3 S r\' SII carpet � IIro ,a II � IIS \ + 00 I \ + w, 7 O j %\ j oil w1 Ilo oil w1 Ilp /\ I n wt oil w7 Ilmo /\) Y O wt w7 I /\ 0 0 0 0 �_1 V oil /A Y $ w1 xll Ix xll IIx xll IIx xll x �_y xll IIx �_y /-y M p 301 R D &SHELF 301 R D &SHELF _ -ROD &SHELF - 301 _ R D &SHELF _ROD&_SHELF_ 301 301 22'X30"(MIN) 3 a 22"X30°(MIN) 301 N -____-- 322°X30"(MIN) 301 W-______22°X30"{MIN)e �22"X30"(MIN) 301 o --- - ATTIC ACCESSIl IAA ATTIC ACCESS taa. ATTIC ACCESS - ATTIC ACCESS 1A42 tAa ATTIC ACCESS N O O N O PER DETAIL $ OSAIL M PER DETAIL PER DETAIL PER DETAIL $ $ 302 302 N $ $ PER DETAIL 302 302 $ C $ $ 302 3 1 . 3'-10X2" 3'.6X4" 2,,8:, 8" 3 2•-6" Ac, 3''5Y4" 2'-6" 3''63/8. 3,-63/8. 2,-6" 3,3 4, T_WX2" 3,_7„ I 7._7° 2'E" 3'"SY4° 3'-10/2 3''T T'7" T'1" 3-7" A -0.t 3.1 MA TER B BEDROOM MASTER MASTER MASTER MASTER w6 CamasBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM 4 Carpet BEDROOM BEDROOM Carpet Carnet Carpet Carpet BEDROOM fw7 wt BEDROOM w1 Carpet Carpet B Carwt `9 twt wt fw1 pet w, Carnal C p o N B g w5 B I I B B w5 B I B ws 13 B I e B w5 e 211i: X I I I I I I w5 B B 1 1 II I I I I I ! 2 I I I I I 3 A3.1 " -4.1 M 13-4 tQ-6" 14 4 70'-8" I _. L.... ... _____.._ .. _..-..___ ., . _____ ..._._..L__ 10'-e" 133" - 10-8 l 13.4' 133' 70'-6" f- _._i.. --- - �- . -I -- - - - - -- -- -- - ---' --- __ _ -_ - -fi____ 0' 1 3,-0., 1 p_0„ 1 8-6 9-0" ....1 3-6• 7'-0° 7 0„ Third Level Floor Plans p�, SCALE: (� =1'-0" ' V 1201 {O EidiCLEiTc HT 2l 0 -_ .24'4' 24,_0" L 24,-0" 24'-0" 13,_6„ I_ q,.g• � 8,_0" ' 6,-0. L 4'-8, 13'-8" Z 8'-0" L� 4'1 13'-6" 13'-6" 4,_0" I 6, 0. 6, 0 4,$" 13-6 1 1 C 7 I 8 51 D I 12'3%2" 3' SYo �y) -5Y2" 12'-1" 1 A „ 12'3X" 3'-5j2" 3`-512" 12'•1" , 8'-5X2" 3-5 12'-1" /2" 8'-2" _._..... - _..___._ ...._...__ - ...... ..._. . ... _..___- .......... ......_ ----- i I i A3.1 1 I I I ! ws W5 B e w5 I ws B 13 B B B I I w5 B B I B1 OUTSIDEAR SUPPLY SUPPLY SUPPLY w5 1 ZERO CLEARANCE SUPPLY ?� F.P. WI FAN 8, 9 4 N i OUTSIDE AIR SUPPLY q w5 B B 8 0 0 B B B w5 I w5 B B j B B I B B ' 4 N w5. 2 0 _ A3.1 M 4'-0'_ . -- --- ---"-- --- -- --- - _ _ " - -- II- -._... --- I I 101 ° 4' °" t°•-0' to ° _;°_ _ 4`0" -fi- 10•-0'• 10.-a:.. I - - _ � #.._ 4` 10'-0" 4'-0 - I 1q•-°• I 10•_0^.I � -:, __ ._-_ _. .__ - - -__ I-�_I -- T-0' 3,6. 3,-0, I 7,_0" 1 3;.6„ 61_01 5_p^ 15,,8^ 3 6 I 5 0" �._._.._ 5'-0, I 3,-0„ I 7,-0° 3;-0„ 6•-6^ 1L Second Level Floor Plans SCALE: r 120'-0' (OVERALL LENGTH) 24'-0" 24'4" � 24'-0" B A 6'SY2" 11/" ttX... 4-2y T -6Y2" 4''2Yz° DDk nE -.-'-5Y.2_" ' "AY 742. 6•11/ 4•0X" 6'-97•-0X2•----- ii HEATPUMP I HEAT PUMP IHEATPUMP I 1' HEAT PUMP MEAT PUMP 3 WITH 6° PAD I WITH 6" PAD WITH 6" PAD NO GYPSUM BOARD WITH 6° PAD WITH 6° PAD 3 7 \ ON INSIDE CHASE NO GYPSUM BOARD I 7 TYPICAL ALL LEVELS) ON INSIDE CHASE (TYPICAL ALL LEVELS) Tp w -I- - - - - - - I I I POST & PLINTH I I I POST & PLINTH A 1 _{__ -r.5 - I 1 -SEE ELEV. 1 I i i I 1 -SEE ELEV. i -C-- � � - -- -'� POST 8 PLINTH 1 2 1 -SEE ELEV. I M I 1 CU I I I � i I I I I Ii I 1 I 1 11 I 4.6" 3 6" 9 3 11 8' 9" _ 6'-9" I 9'-3" I 3'-6" 4'-6' I� 8'•3_1 g'3" 3-8 I 9-0" 3 6" 6 9' First Level Floor Plans - YO(zt)-0n _ __ Wall Schedule Legend -->--.---------Y---�-'--"`-'" GP.nP.ral Notesw1 2X4 INTERIOR WOOD WALL NON -BRC): " WINDOW MARK MARK -SEE DOOR AND WINDOW 2x4 WOOD STUDS @24" O.C. WITH SINGLE TOP& AREA TABLES 1. ALL OUTSIDE AND INSIDE DIMENSIONS ARE TO THE FACE OF 13. EACH UNITSHAL BE FULLY SPR N CER D WITH A O BOT. PLATES STUDS (UNLESS NOTED OTHERWISE ON PLANS.) RESIDENTIAL TYPE WET SYSTEM ONLY IN HEATED SPACES SCHEDULE SHEET WITH 5/e GYPSUM BOARD EA. SIDE PER NFPA I3D, ALL UNDER SEPARATE PERMIT. X DOOR MARK- SEE DOOR AND WINDOW UNIT 26: UNIT 2C: UNIT 2D: UNIT 2E: 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED 4= l 2x6 INTERIWOOD ST WOOD WALL (NON -BRC): UNIT 2A: SCHEDULE SHEET '^'-77T-�_• DIMENSIONS. 14. VIINDOWSSPECIFIED ARE l BY: MILGARD OR EQUAL. 2x64JOAT STUDS@24"O.C. WITH SINGLE TOP& MAIN.......................370 h1AIN........................348 MAlf7........................348 MAIN .......... ...... ........ 348 MAIN........................348 U=0.30ORBETTER- CONTRACTOR TOVERIFY ALL ROUGH ® POINT LOAD -SEE STRUCTURAL SHEETS BOT. PLATES Key Plan SECOND................370 SECOND ............ SECOND - .................672 SECOND ........... ......672 SECOND ................. 672 3. ALL BATHROOMS PLUMBING WALLS TO BE 2X6 OPENINGS. WITH s/e" GYPSUM BOARD EA. SIDE THIRD.....................670 THIRD.....................630 THIRD.....................630 THIRD.....................630 THIRD.....................630 CONSTRUCTION(UNLESSNOTEDOTHERWISE.) r BATT INSULATION - REFER TO WALL SCHEDULE Main Floor TOTAL HEATED 1760 TOTAL HEATED...1650 TOTAL HEATED 1650 TOTAL HEATED 1650 TOTAL HEATED...1650 15. ALL VOIDSTO BE FIRE]DRAFT BLOCKED PER I.B.C. SECTION 2X4 INTERIOR WOOD WALL (BEARING): 4. ALL GARAGES ARE UNHEATED SPACE. 714A, 705.9.1 2Z� BEARING WALLS 2x4 WOOD STUDS @ 16" O.C. WITH SINGLE GARAGE .. ............. _302 GARAGE .............. ...276 GAR! �E..-...--.-.-276 GARAGE ................. 276 GARAGE.................276 U77 -MM HIGH WALL -1T -S%" HIGH BEARING (CONSULT BOT.PLATE AND DBL TOP PLATE TOTAL...............:...2062 TOTAL ................... 1926 TOTA.L...........--.--1926 TOTAL.._.........._...1926 TOTAL ................... 1926 5. FOR LIGHT FIXTURE TYPES AND LOCATIONS SEE ELECTRICAL 16. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. OF 1-1/2" AWAY FRAMING WITH ENGINEER) WITH %s" GYPSUM BOARD EA. SIDE AND MECHANICAL PLANS, UNDER SEPARATE PERMIT. FROM WALL i O110V SURFACE MOUNTED SMOKE DETECTOR -ICBG w4 2x6 INTERIOR WOOD WALL (BEARING): ALL / r 6. ALL VENTS TO EXTERIOR. 17. TUBSANDSHOWFRS: APPROVED 2X6 WOOD STUDS O.C. WI SINGLE BOT. . Lima SHOWER FLOW TO Z5 G.P.M. PLATE AND DBL. TOP PLATE 7. ALL BEDROOMS TO HAVE EGRESS WINDOWS PER SECTION WATERPROOF WALL TO WITHIN 70' ABOVE DRAIN INLET.+ SMOKE DETECTOR WITH CARBON MONOXIDE WITH s/" GYPSUM BOARD EA. SIDE 1029 IBC -2012 • ALL GLAZING WITHIN 7T ABOVE DRAIN INLET TO BE SAFETY O ALARM COMBO GAS. 2x6 EXTERIOR WOOD WALL (BEARING): 8. ALL EXTERIOR DOORS SHALL BE OPENABLE FROM INSIDE • VAPOR BARRIER BEHIND G.W.B. ELECTRICAL PANEL z 2X6 WOOD STUDS @ 76" O.C. W] SINGLE BOT. WITHOUT USE OF KEYS. PLATE AND DBL. TOP PLATE 18. ALL WATER HATERS SHALL ld=r INTERNATIONAL ENERGY EXHAUST FANS (INTERMITTENT / CONTINUOUS) s/e" TYPE "X" GYP. BOARD N 9, ALL SMOKE DETECTORS TO BE 110 VOLT W/ BATTERY CONSERVATION CODE (ECC) -KITCHEN FAN 100 CFM 125 CFM VAPOR BARRIER BACK-UP, SEE ELEC. & MECH. PLANS FOR LOCATIONS. - BATHROOM FAN 65 CFM / 20 CFM R-21 INSULATION WHERE SHOWN 19. ALL UNITSTO HAVE ELECTRIC FORCED -AIR HEATING AND - LAUNDRY FAN: CONTINUOUS OPERATION W` OSB SHEATHING 10. ALL EXTERIOR WALLS 2X6 @ 16" O.C. WITH R-21 INSULATION COOLING OEAT PUMP)WHOLE HOUSE FAN MIN. 60 CFM MOISTURE BARRIER (7YVEK) --- - ----- - --- -- - UNLESS NOTED OTHERWISE. ALSO SEE WALL SCHEDULES. EXTERIOR FINISH (SEE ELEV.) 11. HOLD SIDING 6' MIN. ABOVE FINISH GRADE, TYPICAL PARTY WALL (7 -HOUR)- UL DESIGN HU341: 5 1'2, FIREBLOCKING AT ALL PLUMBING. PENETRATIONS. 2 fw7 XTYPE "X" GYP. BOARD IN GARAGE 1 2X4 STUDS @ 16" O.C. W/DBL. TOP &BOT. PL. R-11 ACOUSTIC INSULATION BETWEEN -STUDS t"AIR SPACE rT TWO LAYER%" TYPE "X" GYP. BOARD 2X4 STUDS @ 16" O.C.W/ DBL. TOP& BOT. PL. -- - -- - - - .- - --- •- R-11 ACOUSTIC INSULATION BETWEEN STUDS %r TYPE "X' GYP. BOARD . I ro m U Q Q M fn N N ro h L N E C i LID 1N 0 C; ca sC to �4 RE615TFRI0 p tlTr;, 4 • SPATE GF WASRIN4t0:1 UE U, Front Elevation - 5OLM Side /a" TOP PL w wz ma 0z 0'-0" 4IF I T.O.F. T.O.S. Left Elevation - West Side SCALE: V11= 1'-0" Elevation General Notes 1. ALL STONE VENEER PLASTER WOOD SIDING TRIMS, OVERTICAL FLASHINGS, ETC. TO BE INSTALLED PER MANUR �9 SPECIFICATIONS. I q I Ch SE C E 4 O 201 4 I q C E - 201 a LIGHT FIXTURE LOCATIONS 15 `7 O1 4 201 M q C SE C E 6��` M ro w5 i7 w5 4 201 O M M FIL N � N z w ON z '� DN DN z: z .-• OFFICE (wt vr4 z F 202 (wt J 202 w 202LU hvt wLU Ja 202 Carpet h .n < LU ¢ w wi U (7 U K 5203m K m x ® xll n 203 �� / � DBL. SINK _ K DBL. SINK DBL. SINK �' °� `� Z w = P ,_" PWDR z DBL SINK // / /� DBL. SINK > z PWDR N PWDR - a viny Any �- IY PWDR ro w w1 VInyt LI CLI �II a KITCHEN w w Vlni �- °' y wt 3: W2 9' w LO 5 w2 w1 m Ut• UP -,Tn w1 w2 f l 3 0 z¢ O UP 4 UP V w2 �-'`.JJ ' X• 72 EF�TING 3 BAR vinyl z r z / 12° EATING O BAR UP r / 12" EATING BAR O 4, 7• 4, 7• 4, 7" 4, 7• O 12 EATING OAR 5 2" 10,_5;; \ 10,,8„ 12" EATING BAR 4•_7" All! -4.1 _ LIVING ROOM % m / x x (w, ^ B ° B carpet ING ROOM r "vT ; cl Carpet ? _ B M - ti B DINING Vinyl ZERO CLEARANCE F.P. W/FAN& ZERO CLEARANCE F. P. W! FAN & OUTSIDEAIR j ZERO CLEARANCE F.P. W! FAN 8 OUTSIDEAIR ZERO CLEARANCE F.P. W/ FAN & OUTSIDE AIR_ N w5 OUTSIDEAR SUPPLY SUPPLY SUPPLY w5 1 ZERO CLEARANCE SUPPLY ?� F.P. WI FAN 8, 9 4 N i OUTSIDE AIR SUPPLY q w5 B B 8 0 0 B B B w5 I w5 B B j B B I B B ' 4 N w5. 2 0 _ A3.1 M 4'-0'_ . -- --- ---"-- --- -- --- - _ _ " - -- II- -._... --- I I 101 ° 4' °" t°•-0' to ° _;°_ _ 4`0" -fi- 10•-0'• 10.-a:.. I - - _ � #.._ 4` 10'-0" 4'-0 - I 1q•-°• I 10•_0^.I � -:, __ ._-_ _. .__ - - -__ I-�_I -- T-0' 3,6. 3,-0, I 7,_0" 1 3;.6„ 61_01 5_p^ 15,,8^ 3 6 I 5 0" �._._.._ 5'-0, I 3,-0„ I 7,-0° 3;-0„ 6•-6^ 1L Second Level Floor Plans SCALE: r 120'-0' (OVERALL LENGTH) 24'-0" 24'4" � 24'-0" B A 6'SY2" 11/" ttX... 4-2y T -6Y2" 4''2Yz° DDk nE -.-'-5Y.2_" ' "AY 742. 6•11/ 4•0X" 6'-97•-0X2•----- ii HEATPUMP I HEAT PUMP IHEATPUMP I 1' HEAT PUMP MEAT PUMP 3 WITH 6° PAD I WITH 6" PAD WITH 6" PAD NO GYPSUM BOARD WITH 6° PAD WITH 6° PAD 3 7 \ ON INSIDE CHASE NO GYPSUM BOARD I 7 TYPICAL ALL LEVELS) ON INSIDE CHASE (TYPICAL ALL LEVELS) Tp w -I- - - - - - - I I I POST & PLINTH I I I POST & PLINTH A 1 _{__ -r.5 - I 1 -SEE ELEV. 1 I i i I 1 -SEE ELEV. i -C-- � � - -- -'� POST 8 PLINTH 1 2 1 -SEE ELEV. I M I 1 CU I I I � i I I I I Ii I 1 I 1 11 I 4.6" 3 6" 9 3 11 8' 9" _ 6'-9" I 9'-3" I 3'-6" 4'-6' I� 8'•3_1 g'3" 3-8 I 9-0" 3 6" 6 9' First Level Floor Plans - YO(zt)-0n _ __ Wall Schedule Legend -->--.---------Y---�-'--"`-'" GP.nP.ral Notesw1 2X4 INTERIOR WOOD WALL NON -BRC): " WINDOW MARK MARK -SEE DOOR AND WINDOW 2x4 WOOD STUDS @24" O.C. WITH SINGLE TOP& AREA TABLES 1. ALL OUTSIDE AND INSIDE DIMENSIONS ARE TO THE FACE OF 13. EACH UNITSHAL BE FULLY SPR N CER D WITH A O BOT. PLATES STUDS (UNLESS NOTED OTHERWISE ON PLANS.) RESIDENTIAL TYPE WET SYSTEM ONLY IN HEATED SPACES SCHEDULE SHEET WITH 5/e GYPSUM BOARD EA. SIDE PER NFPA I3D, ALL UNDER SEPARATE PERMIT. X DOOR MARK- SEE DOOR AND WINDOW UNIT 26: UNIT 2C: UNIT 2D: UNIT 2E: 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED 4= l 2x6 INTERIWOOD ST WOOD WALL (NON -BRC): UNIT 2A: SCHEDULE SHEET '^'-77T-�_• DIMENSIONS. 14. VIINDOWSSPECIFIED ARE l BY: MILGARD OR EQUAL. 2x64JOAT STUDS@24"O.C. WITH SINGLE TOP& MAIN.......................370 h1AIN........................348 MAlf7........................348 MAIN .......... ...... ........ 348 MAIN........................348 U=0.30ORBETTER- CONTRACTOR TOVERIFY ALL ROUGH ® POINT LOAD -SEE STRUCTURAL SHEETS BOT. PLATES Key Plan SECOND................370 SECOND ............ SECOND - .................672 SECOND ........... ......672 SECOND ................. 672 3. ALL BATHROOMS PLUMBING WALLS TO BE 2X6 OPENINGS. WITH s/e" GYPSUM BOARD EA. SIDE THIRD.....................670 THIRD.....................630 THIRD.....................630 THIRD.....................630 THIRD.....................630 CONSTRUCTION(UNLESSNOTEDOTHERWISE.) r BATT INSULATION - REFER TO WALL SCHEDULE Main Floor TOTAL HEATED 1760 TOTAL HEATED...1650 TOTAL HEATED 1650 TOTAL HEATED 1650 TOTAL HEATED...1650 15. ALL VOIDSTO BE FIRE]DRAFT BLOCKED PER I.B.C. SECTION 2X4 INTERIOR WOOD WALL (BEARING): 4. ALL GARAGES ARE UNHEATED SPACE. 714A, 705.9.1 2Z� BEARING WALLS 2x4 WOOD STUDS @ 16" O.C. WITH SINGLE GARAGE .. ............. _302 GARAGE .............. ...276 GAR! �E..-...--.-.-276 GARAGE ................. 276 GARAGE.................276 U77 -MM HIGH WALL -1T -S%" HIGH BEARING (CONSULT BOT.PLATE AND DBL TOP PLATE TOTAL...............:...2062 TOTAL ................... 1926 TOTA.L...........--.--1926 TOTAL.._.........._...1926 TOTAL ................... 1926 5. FOR LIGHT FIXTURE TYPES AND LOCATIONS SEE ELECTRICAL 16. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. OF 1-1/2" AWAY FRAMING WITH ENGINEER) WITH %s" GYPSUM BOARD EA. SIDE AND MECHANICAL PLANS, UNDER SEPARATE PERMIT. FROM WALL i O110V SURFACE MOUNTED SMOKE DETECTOR -ICBG w4 2x6 INTERIOR WOOD WALL (BEARING): ALL / r 6. ALL VENTS TO EXTERIOR. 17. TUBSANDSHOWFRS: APPROVED 2X6 WOOD STUDS O.C. WI SINGLE BOT. . Lima SHOWER FLOW TO Z5 G.P.M. PLATE AND DBL. TOP PLATE 7. ALL BEDROOMS TO HAVE EGRESS WINDOWS PER SECTION WATERPROOF WALL TO WITHIN 70' ABOVE DRAIN INLET.+ SMOKE DETECTOR WITH CARBON MONOXIDE WITH s/" GYPSUM BOARD EA. SIDE 1029 IBC -2012 • ALL GLAZING WITHIN 7T ABOVE DRAIN INLET TO BE SAFETY O ALARM COMBO GAS. 2x6 EXTERIOR WOOD WALL (BEARING): 8. ALL EXTERIOR DOORS SHALL BE OPENABLE FROM INSIDE • VAPOR BARRIER BEHIND G.W.B. ELECTRICAL PANEL z 2X6 WOOD STUDS @ 76" O.C. W] SINGLE BOT. WITHOUT USE OF KEYS. PLATE AND DBL. TOP PLATE 18. ALL WATER HATERS SHALL ld=r INTERNATIONAL ENERGY EXHAUST FANS (INTERMITTENT / CONTINUOUS) s/e" TYPE "X" GYP. BOARD N 9, ALL SMOKE DETECTORS TO BE 110 VOLT W/ BATTERY CONSERVATION CODE (ECC) -KITCHEN FAN 100 CFM 125 CFM VAPOR BARRIER BACK-UP, SEE ELEC. & MECH. PLANS FOR LOCATIONS. - BATHROOM FAN 65 CFM / 20 CFM R-21 INSULATION WHERE SHOWN 19. ALL UNITSTO HAVE ELECTRIC FORCED -AIR HEATING AND - LAUNDRY FAN: CONTINUOUS OPERATION W` OSB SHEATHING 10. ALL EXTERIOR WALLS 2X6 @ 16" O.C. WITH R-21 INSULATION COOLING OEAT PUMP)WHOLE HOUSE FAN MIN. 60 CFM MOISTURE BARRIER (7YVEK) --- - ----- - --- -- - UNLESS NOTED OTHERWISE. ALSO SEE WALL SCHEDULES. EXTERIOR FINISH (SEE ELEV.) 11. HOLD SIDING 6' MIN. ABOVE FINISH GRADE, TYPICAL PARTY WALL (7 -HOUR)- UL DESIGN HU341: 5 1'2, FIREBLOCKING AT ALL PLUMBING. PENETRATIONS. 2 fw7 XTYPE "X" GYP. BOARD IN GARAGE 1 2X4 STUDS @ 16" O.C. W/DBL. TOP &BOT. PL. R-11 ACOUSTIC INSULATION BETWEEN -STUDS t"AIR SPACE rT TWO LAYER%" TYPE "X" GYP. BOARD 2X4 STUDS @ 16" O.C.W/ DBL. TOP& BOT. PL. -- - -- - - - .- - --- •- R-11 ACOUSTIC INSULATION BETWEEN STUDS %r TYPE "X' GYP. BOARD . I ro m U Q Q M fn N N ro h L N E C i LID 1N 0 C; ca sC to �4 RE615TFRI0 p tlTr;, 4 • SPATE GF WASRIN4t0:1 UE U, Front Elevation - 5OLM Side /a" TOP PL w wz ma 0z 0'-0" 4IF I T.O.F. T.O.S. Left Elevation - West Side SCALE: V11= 1'-0" Elevation General Notes 1. ALL STONE VENEER PLASTER WOOD SIDING TRIMS, OVERTICAL FLASHINGS, ETC. TO BE INSTALLED PER MANUR �9 SPECIFICATIONS. 2. FOR ROOF VENT & GUTTER PLAN REFER TO ROOF 19 PLAN 3. FOR MORE ELEVATION DATUM MARKS REFER TO 12 BUILDING AND WALL SECTIONS 4. REFER TO ELEC. & MECH. PLANS FOR EXTERIOR 14 LIGHT FIXTURE LOCATIONS 15 10" STUCCO BAND 5. OWINDOW MARK. SEE DOORAND WINDOW SEP SCHEDULE SHEET Elevation Keyed Notes OASPHALT SHINGLES - SEE SECTIONS O514" PRIMED FASCIA- SEE SECTIONS FOR EAVE AND RAKE DETAILS OPRE -FINISHED ALUMINUM GUTTER O PRE -FINISHED 2X3 ALUMINUM DOWNSPOUT OALUMINUM DOWNSPOUT STRAP OEXPOSED CONC. PLINTH OVER OGRAIN TO FOUNDATION TITE-LINE SYSTEM (TYP.) OVERTICAL BOARD AND BATTEN @ 12" O.C. �9 6" LAP WOOD SIDING 10 12" LAP HORIZONTAL CHANNEL RUSTIC SIDING (DARK 19 COLOR) 11 8" WIDE BOXED POPOUT LEG - FINISH TO MATCH ABV. 12 THREE COAT CEMENT PLASTER, %" THICK (MIN.) 13 2" PLASTER REVEAL 14 2" PLATER REVEAL AND DRIP MOLDING 15 10" STUCCO BAND 16 WOOD BAND/ TRIM 17 SMOOTH WOOD FINISH 18 EXPOSED POST / BEAM, TRIMMED OUT 3 - IN WHITEWOOD (NON-STRUCTURAL) INWHITEWOOD(NON-STRUCTURAL) to -3.1 19 METAL RAILING AT 36" ABOVE FIN. FLR. (MIN.) 20 WINDOW, REFER TO FLOOR PLAN 21 DOOR, REFER TO FLOOR PLAN OHEAT PUMP OVER 6" PAD V! w 2 0 _ Z R�� 1 0 d � -� 0 LU O W Cq LU f 11 N2 a a O At z D z 0 U W O w 11 0 1 a U z DPAWN BY Davitl Goretoy SHEET NUMBER MLO ILL! 4Im U Q Q M rn ate0 }} ~O U v ro h C N 0O L C17 r N N L St73 RE01SiiItEO 407€6 -zn QF lYA5HhY6t0B 6/91' ° Ldd's. rJ r4'�b 1 SCALE: V1U = 1'-0" MM 6 Right Elevation - East Side SCALE: kj = 1'-0" 'T z NOTE: FOR OTHER NOTES, BUILDING HEIGHT AND ELEVATION MARKS, AND DETAILS SEE SHEET 2A -3A 1 evation General Notes 1. ALL STONE VENEER, PLASTER, WOOD SIDING, TRIMS. FLASHINGS, ETC. TO BE INSTALLED PER MANUF. SPECIFICATIONS. 2. FOR ROOF VENT & GUTTER PLAN REFER TO ROOF PLAN 3. FOR MORE ELEVATION DATUM MARKS REFER TO BUILDING AND WALL SECTIONS 4. REFER TO ELEC. & MECH. PLANS FOR EXTERIOR LIGHT FIXTURE LOCATIONS 5. OWINDOW MARK - SEE DOOR AND WINDOW SCHEDULE SHEET I Elevation Keyed Notes OASPHALT SHINGLES -SEE SECTIONS O5/4' PRIMED FASCIA- SEE SECTIONS FOR EAVE AND RAKE DETAILS PRE -FINISHED ALUMINUM GUTTER O PRE -FINISHED 2X3 ALUMINUM DOWNSPOUT OALUMINUM DOWNSPOUT STRAP O6 EXPOSED CONC. PLINTH OVER ODRAIN TO FOUNDATION TITE-LINE SYSTEM (TYP.) 0 VERTICAL BOARD AND BATTEN @ 12" O.C. 0 6" LAP WOOD SIDING 10 12" LAP HORIZONTAL CHANNEL RUSTIC SIDING (DARK COLOR) 11 8" WIDE BOXED POPOUT LEG - FINISH TO MATCH ABV. 12 THREE COAT CEMENT PLASTER, %a" THICK (MIN.) 73 2" PLASTER REVEAL 14 2" PLATER REVEAL AND DRIP MOLDING 15 10" STUCCO BAND 16 WOOD BAND]TRIM 17 SMOOTH WOOD FINISH - Key Plan 3rd Floor 0 W 0 Z z O l[3 0 0 0,.rno d O3 F z* a�w wcoW0 C14 CC ® L0 O z cq O 0 U 0 - BRAWN BY David Goretoy 'V / D�q/( SHElETT NUMBER 18 EXPOSED POST / BEAM, TRIMMED OUT IN WHITEWOOD (NON-STRUCTURAL) 19 METAL RAILING AT 36"ABOVE FIN. FLR. (MIN.) 20 WINDOW, REFER TO FLOOR PLAN ,%- �" ^ 21 DOOR, REFER TO FLOOR PLAN . - OHEAT PUMP OVER 6" PAD SEP 2 5 20''-1 : siteyVA 6��` M 0 W 0 Z z O l[3 0 0 0,.rno d O3 F z* a�w wcoW0 C14 CC ® L0 O z cq O 0 U 0 - BRAWN BY David Goretoy 'V / D�q/( SHElETT NUMBER VI.`i .. ----- i; 19,869 R-3 I V_j__ - ' -1 / JL__L___)L j ' E Y. : z _�C �r _jo 32'-0" BUILDING SETBACK 13'-0" BUILDING SETBACK `\ I I '-A" N - _�\ 4-- — ! _ — — — - I -- —\ _ I I T_ I I 30'-0" EASEMENT I r W I -BIO -SWALE, SEE CIVIL CD 4*_ 0 _ _ _ _ - - - CV (A I--------- 0 0 F -- I N88°40'51 T 165.25' _—_—_Cl 6)_�-, SE PETROVITSKY ROAD .. ........ .. 24 Site Plan - A!� AA fLN SCALE: I n '1 {{�� . tl 411-0" General Notes I . Contractor to verify all grades, dimensions, and existing conditions on the site before proceeding with work. 2. Site drainage system shall conform to local engineering jurisdiction requirements. 3. Signs requiredat Accessible parking stalls to include the International Symbol or Accessibility. Such signs shall be 60 inches minimum above the ground to the bottom of the sign. 4. Contractor shall install trash enclosure unit per Trash Enclosure and Stair sheet 1 A-6.3 5. See Civil drawings for utility, grading, drainage, TESC. 6. See landscape drawings for landscape and irrigation. 7. Slope driveway away from buildings per civil grading plan. Project Data PROJECT DATA ZONING SITE ZONING GROSS SITE AREA NET SITE AREA (AFTER DEDICATION OF ROW AND ACCESS EASNYT) ZONING DENSITY ALLOWED ZONING DENSITY PROVIDED PARKING STALLS REQUIRED PARKING STALLS PROVIDED NIAXINIUM HEIGHT PER ZONING HEIGHT PROVIDED IMPERVIOUS AREA CALCULATIONS TOTAL IMPERVIOUS AREA IMPERVIOUS PERCENTAGE PROVIDED IMPERVIOUS PERCENTAGE ALLOWED PERVIOUS CONCRETE SIDEWALK SF IBC CODE DATA BUILDING USE OCCUPANCY TYPE OCCUPANT LOAD (5lunit) m UNITS UNIT MIX TYPE OF CONSTRUCTION NUMBER OF STORIES ALLObIABLE STORIES PER IBC. SQUARE FOOTAGE ALLOWABLE SQUARE FOOTAGE SPRINKLERS THROUGHOUT SEISMIC DESIGN CATEGORY 14VIIlD DESIGN LOADS SQUAREFOOTAGE- HEATED RNI-F TOWNHOMES 19,869 R-3 -4444-11140- 2-3 DU / AC ,1 23.6 DU , AC i2) 3 -BD + (2) 2 -BD (16 x2)+(1.4x7) 13 12 in garages plus 13 1 on-site 3 3 35' or up to 45' per 9,766 footnote 20 12,000 31'4" avg height YES 36'-10"' rnax height BUILDINGS 6.26:3 AG PAVING 3,591 9,854 53.79% 75% 1.714 BUILDING 1 BUILDING 2 TOWNHOMES TOWNHOMES R-3 R-3 200 25.0 ,1 BOUNDARY LINE i2) 3 -BD + (2) 2 -BD (5 ) 2 -BD VA -1 HR. VA -I HR. 3 3 3 3 8,986 9,766 12,000 12,000 YES YES O D 15 Exposure C 7.268 8,360 Architectural Site Legend N0. DATE • r BPARTY WALL LINE (BETWEEN UNITS) DESCRIPTION: - BOUNDARY LINE — EASEMENT LINE — — BUILDING SETBACK LINE DIRECTIONAL ARROW Architectural Site Keyed Notes O BOUNDARY/ PROPERTY LINE 15 W HIGH CMU TRASH ENCLOSURE, OEASEMENT SETBACK LINE SEE 1A-6.3 OBUILDING SETBACK LINE 16 CONC. STEPS TO EXISTING SIDEWALK, SEE SHEET 1A-6.3 4� PARTYWALL LINE - SEE BUILDING 17 MAILBOX OEXISTING PLANS BUILDING 1 g ACCESS TO EXISTING APARTMENT COMPLEX OEXISTING CURB, GUTTER & 19 30' INGRESS, EGRESS AND UTILITIES SIDEWALK EASEMENT REC. NO 80001180991 OEXISTING WALKWAY AND REC NO 20070102001261 OSITE ENTRANCE 20 EXISTING ROCKERY WALL AND WOOD FENCE ON ADJACENT ONEW BUILDING OUTLINE PROPERTY TO REMAIN 21 EXISTING WOOD FENCE 10 IMPERVIOUS CONCRETE SIDEWALK, SEE CIVIL 22 EXISTING 3'H. ROCKERY WALL TO 11 9x20 GUEST PARKING STALL w/ 5' REMAIN AISLE. ACCESSIBLE IF NEEDED 23 EXISTING STEPPED CMU WALL TO 12 AC PAVING, SEE CIVIL REMAIN 13 10'-0" WIDE ASPHALT TURNAROUND 24 INFILL DRIVEWAY WITH NEW SIDEWALK, SEE CIVIL 14 BUIDLING ROOF LINE 25 PROPOSED FIRE HYDRANT, SEE CIVIL Vicinity Map REVISIONS N0. DATE 5/19/2014 DESCRIPTION: Plan Review Comments (REV14-000017) For Permit B13006817 DRAWN BY David Goretoy DATE September 19, 2014 SHEET NUMBER 0 I IN OWNER/ DEVELOPER ENGINEER: SURVEYOR: PARCEL No.: PARCEL Address.: PLANT 1 " HIGI IN NURSERY FINISH GRADE V Y PROPERTIES L L C VL ADIMIR DROFYAK 15012 SE 253RD PLACE COV€NGTON, WA 98042 206-351-92.89 ANSTEY ENGINEERING 8627 NE 180TH ST- BOTHEL, WA 98011 206—.303-7639 GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, INA 98056 425-299-1739 073900-0055 12228 SE Petrovitsky Rd., Penton, 98058 SCALE= 1 inch = 20 ft. 20 0 10 20 ( 1N FEET ) 'RUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP )_" SETTLED DEPTH OF SPECIFIED MULCH -ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL ;OMPACT AND WATER THOROUGHLY _IRM NATIVE TOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING EQUAL SPACNG EDGE OF PAVING OR PLANTING BED SPACING DETAIL NOT TO SCALE - STAPLE TREE r r �r `'—RcINrORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES / D ETAI L 2" MAX. SPECIFIED TREE STAKE(S) --\ - INSTALL "TREE BOOT" OR N, _ "ARBORGARD" IN LAWN AREAS. 1- o PLANT TREE 1"-2" HIGHER THAN IN NURSERY \ ri WATERING BASIN ----� SPECIFIED PLANTING SOIL UNDISTURBED GROUND — 12" MIN. FOR WOOD -- STAKES & 18" FOR REBAR PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAIM-20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL 'NIDTH j --IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. TREE PLANTING & STAKING DETAIL NOT TO SCALE DETENTION VAULT GRATE ACCESS no 6' CMU SPLIT FACE 'MALL EX. APARTMENTS SEE CIVIL PLANS PLANT MATERIALS-) LEGENS TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE (MIN 2 contractor to @ 4' OC 2 verify quantities @ 2' OC 2 0 �_- 2 Chamaecyparis nootkatensis "Green Arrow" Green Arrow Alaskan Cedar 6' HT. MIN. F��''i(%�`t A1 1 • 3--CHAMAECYPARiS LAWSONIANA "OREGON BLUE" OREGON BLUE LAWSONS CYPRESS 6' HT, MIN. 5 CUPRESSOCYPARIS LEYLANDII CASTWELLAN GOLDEN LEYLAND CYPRESS 6' HT. MIN. • V - —Pyrus calleryana "Glen's Form)) "Glen's Form)I Evergreen Pear 1.5f7 CAL SHRUBS & GROUNDCOVERS 2810 a.— LAWN Arctostophyllus uva ursi _--_8_--- Ch o f ys a tern a t a n 20 Nandina domestica Gulf Stream ��2 Prunus lusitanica 4 6 Pieris japonica Forest Flame 42 Cistus hybridus 0 16 Thuja occidentalis 'Emerald Green' t 10 Calamagrostis brachytricha syn, Stipa 13 Hakonechioa macro 'Beni—kaze' Massachusett's Kinnickinnick Mexican Orange Gulf Stream Heavenly Bamboo Portugal Laurel Forest Flame Pieris White Rock Rose Emerald Green Arborvitae Diamond Grass Red Wind Ornamental Gross 4" POT @ 36" OC 2 GAL @ 4' OC 2 GAL @ 2' OC 2 GAL @ 2.5' OC 5 GAL@ 4'oc 1 GAL @4'OC -- 5------------- 4 .`EX5' SIYE#ALK.E NOTES SINGLE TRUNK, WELL BRANCHED SINGLE TRUNK, WELL BRANCHED, 20' ON CENTER SINGLE TRUNK, WELL BRANCHED SINGLE TRUNK, WELL BRANCHED 2496 s.f. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CERTIFICATE NO. 692 SEP 25 2lu14 PI_ gI:., SURVEYOR: PARCEL No.: PARCEL Address.: V Y PROPERTIES L L C VLADIMIR DROF YAK 15012 SE 253RD PLACE COVINGTON, WA 98042 206-351-9289 ANSTEY ENGINEERING 8627 NE 180TH ST. BOTHEL, WA 98011 206-303-7639 GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, 'NA 98056 425-299-1739 073900-0055 12228 SE Petrovitsky Rd., Renton, 98058 Irrigation Schedule SYM, EQUIPMENT PSI GPM Radius 0 RAINBIRD 1804 SERIES MPR NOZZLE 10Q 30 .39 10' �A7 RAINBIRD 1804 SERIES MPR NOZZLE 10T 30 .53 10' 120 RAINBIRD 1804 SERIES MPR NOZZLE 10H 30 ,79 10' RAINBIRD 1804 SERIES MPR RAINBIRD 1804 SERIES MPR NOZZLE 10F 30 1.58 10' 40' 40' 40' 12' 12' 12' 12' 15' 15, 15' 15' 25' L -1 RAINBIRD ESP -LX PLUS 8 STA, CONTROLLER (OR EQUAL) 1/2" THRU 1-1/4" CLASS 200 PVC LATERAL LINE Emma 3" SCHEDULE 40 PVC MAINLINE NONE DIRECT BURY CONTROL WIRING, USE WHITE AS COMMON RED FOR SIGNAL, AND YELLOW AS SPARE NONE ARMOR BACKFLOW BOX W/ LOCKING LID NONE ARMOR CONTROL VALVE BOX W1 GREEN LOCKING LID NONE ARMOR MANUAL DRAIN VALVE BOX W/ GREEN LID SCALE. I inch = 20 ft. 20 0 10 20 ( IN FEET ) SYMBOL LEGEND VALVE 4 GPM GPM FOR THE ZONE g HUNTER - HQ QUICK COUPLING VALVE (IN RAINBIRD DRIP CONTROL ZONE KIT DRIPLINE - RAINBIRD LD -09-24-500, ,90 GPH, 24" EMITTER SPACING DRIP HEADER - RAINBIRD 16MM BLANK TUBING L Dl6MM-00-100 DRIP SUB -MAIN LINE - I" CLASS 200 PVC (TO SUPPLY WATER TO DRIPLINES) DETENTION VAULT GRATE ACCESS --- - -- r-' - T -- --- -- <--- -- - . - T -- - - �', It LOCATE CONTROLLER AND RAIN SENSOR PER OWNER REQUEST RAIN SENSOR TO BE MOUNTED AT ROOF LINE — —54— - 5 Ex5 SIDESV` STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT SES' 2' (J ,e CERTIFICATE NO. 692 4_n A r,? HUNTER 1,20,60,36V, ADV, STD. N, - -4.0 1.0 HUNTER 1,20,60,36V, ADV, STD. N. 40 2.0 0 HUNTER 1,20,60.36V, ADV. STD. N. 40 4,0 RAINBIRD 1804 SERIES MPR NOZZLE 120 30 .65 RAINBIRD 1804 SERIES MPR NOZZLE 12T 30 1,95 RAINBIRD 1804 SERIES MPR NOZZLE 12H 30 1,30 RAINBIRD 1804 SERIES MPR NOZZLE 12F 30 2.6 C9 RAINBIRD 1804 SERIES MPR NOZZLE 15Q 30 92 Eil RAINBIRD 1804 SERIES MPR NOZZLE 15T 30 1,23 e RAINBIRD 1804 SERIES MPR NOZZLE 15H 30 1.85 g RAINBIRD 1804 SERIES MPR NOZZLE 15F 30 3,70 -F- RAINBIRD Rotor 40 1,12 RAINBIRD 1804 SERIES MPR NOZZLE 15EST 30 .61 RAINBIRD 1804 SERIES MPR NOZZLE 15SST 30 1,21 WATTS BRASS BALI_ VALVE WATTS DOUBLE CHECK ASSEMBLY ICV - G SERIES AUTO CONTROL VALVE IM WATER METER, P,❑.C. HUNTER RAIN SENSOR W/ BY-PASS SWITCH CHAMPION MANUAL DRAIN VALVE 40' 40' 40' 12' 12' 12' 12' 15' 15, 15' 15' 25' L -1 RAINBIRD ESP -LX PLUS 8 STA, CONTROLLER (OR EQUAL) 1/2" THRU 1-1/4" CLASS 200 PVC LATERAL LINE Emma 3" SCHEDULE 40 PVC MAINLINE NONE DIRECT BURY CONTROL WIRING, USE WHITE AS COMMON RED FOR SIGNAL, AND YELLOW AS SPARE NONE ARMOR BACKFLOW BOX W/ LOCKING LID NONE ARMOR CONTROL VALVE BOX W1 GREEN LOCKING LID NONE ARMOR MANUAL DRAIN VALVE BOX W/ GREEN LID SCALE. I inch = 20 ft. 20 0 10 20 ( IN FEET ) SYMBOL LEGEND VALVE 4 GPM GPM FOR THE ZONE g HUNTER - HQ QUICK COUPLING VALVE (IN RAINBIRD DRIP CONTROL ZONE KIT DRIPLINE - RAINBIRD LD -09-24-500, ,90 GPH, 24" EMITTER SPACING DRIP HEADER - RAINBIRD 16MM BLANK TUBING L Dl6MM-00-100 DRIP SUB -MAIN LINE - I" CLASS 200 PVC (TO SUPPLY WATER TO DRIPLINES) DETENTION VAULT GRATE ACCESS --- - -- r-' - T -- --- -- <--- -- - . - T -- - - �', It LOCATE CONTROLLER AND RAIN SENSOR PER OWNER REQUEST RAIN SENSOR TO BE MOUNTED AT ROOF LINE — —54— - 5 Ex5 SIDESV` STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT SES' 2' (J ,e CERTIFICATE NO. 692 4_n A r,? Irrigation Schedule SVM, EQUIPP'1ENT RAIN BIRD ESP-16MC—P �ST.G RESILIENT SEATED GROUND TEST COCKS" INSIDE WALL MOUNT 3" 3" PSI GPM Radius Ell � Lr a _ � r 1:D 4 0 UNIONS (2 RE'Q'D.) �a C'� RAINBIRD 1804 SERIES MPR NOZZLE 100 30 39 10' (�K RAINBIRD 1804 SERIES MPR NOZZLE 10T 30 .53 10' E� RAINBIRD 1804 SERIES MPR NOZZLE 10H 30 .79 10' RAINBIRD 1804 SERIES MPR NOZZLE !OF 30 1.58 10' 0 HUNTER 1,20,60,36V, ADV, STD. N. 40 1.0 40' � HUNTER 1,20,60,36V, ADV, STD, N, 40 2,0 40' O HUNTER 1,20,60,36V, ADV. STD, N, 40 4,0 40' RAINBIRD 1804 SERIES MPR NOZZLE 12Q 30 .65 12' RAINBIRD 1804 SERIES MPR NOZZLE 12T 30 1.95 12' RAINBIRD 1804 SERIES MPR NOZZLE 12H 30 1,30 12' RAINBIRD 1804 SERIES MPR NOZZLE 12F 30 2.6 12' RAINBIRD 1804 SERIES MPR NOZZLE 150 30 .92 15' RAINBIRD 1804 SERIES MPR NOZZLE 15T 30 1.23 15' RAINBIRD 1804 SERIES MPR NOZZLE 15H 30 1,85 15' O RAINBIRD 1804 SERIES MPR NOZZLE 15F 30 3.70 15' -i� RAINBIRD Rotor 40 1,12 25' RAINBIRD 1804 SERIES MPR NOZZLE 15EST 30 .61 RAINBIRD 1804 SERIES MPR NOZZLE 15SST 30 1.21 WATTS BRASS BALL VALVE WATTS DOUBLE CHECK ASSEMBLY ICV - G SERIES AUTO CONTROL VALVE WATER ME SER, P,O,C, HUNTER RAIN SENSOR W/ BY-PASS SWITCH G CHAMPI❑N MANUAL DRAIN VALVE RAINBIRD ESP -LX PLUS 8 STA. CONTROLLER (❑R EQUAL) El 1/2" THRU 1-1/4" CLASS 200 PVC LATERAL LINE 3" SCHEDULE 40 PVC MAINLINE NONE DIRECT BURY CONTROL WIRING, USE WHITE AS COMMON RED FOR SIGNAL, AND YELLOW AS SPARE NONE ARMOR BACKFLOW BOX W/ LOCKING LID NONE ARMOR CONTROL VALVE BOX W/ GREEN LOCKING LID NONE ARMOR MANUAL DRAIN VALVE BOX W/ GREEN LID (9: L LEGEND VALVE # M FOR THE ZONE MAINLIN @HUNTER - HQ QUICK COUPLING VALVE RAINBIRD DRIP CONTROL ZONE KIT DRIPLINE - RAINBIRD LD -09-24-500, .90 GPH, 24" EMITTER SPACING DRIP HEADER - RAINBIRD 16MM BLANK TUBING LB16MM-00-100 DRIP SUB -MAIN LINE - 1" CLASS 200 PVC (TO SUPPLY WATER TO DRIPLINES) f a RAIN BIRD ESP-16MC—P �ST.G RESILIENT SEATED GROUND TEST COCKS" INSIDE WALL MOUNT 3" 3" d d CONDUIT AND FITTINGS Ell � Lr a _ � r 1:D 4 0 UNIONS (2 RE'Q'D.) �a NO GALVANIZED PIPE° C" MIN. e d d d 6» SIDE VIEW METER BOX TOP VIEW ' d 4d f a RAIN BIRD ESP-16MC—P �ST.G RESILIENT SEATED GROUND TEST COCKS" INSIDE WALL MOUNT g 2 SHUTOFF VALVES (4 REQ D.) 8" MMAX (2 REQ'D.) 3 CONDUIT AND FITTINGS Ell � Lr a. d 1:D 4 ° UNIONS (2 RE'Q'D.) -INCH PVC SCH 40 NO GALVANIZED PIPE° C" MIN. d ON INLET SIDE OF ASSEMBLY. PLASTIC OR CEMENT d SIDE VIEW METER BOX o Vo ° o Oi 0 0 0 oQ �° ° o o Oo io CJ o 0 0 o 6 0 0 �0 0 0 >� oU O��o4Oo o° ' 0 CS ° 00000 " J(�O o4 �0 C)0 0 Oo foo 0 4p0oo U4 0 o O° o o i'�o9� OoO�v� °°�111°ce� op oo�o o1n (BELOW GROUND INSTALLATION) GRAVEL 12" MhV. iVOTL': ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY THE DCVA MAY BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET. DO NOT INSTALL, IN AN AREA SUBJECT TO FLOODING. -- VALVE SHALL BE PROTECTED FROM FREEZING CONDITIONS. THE BACK FLOW ASSEMBLY SHALL BE A CURRENT WASHINGTON STATE DEPT. HEALTH APPROVED MODEL. FEBCO 850 DOUBLE CHECK VALVE ASSEMBLY 2" AND SMALLER N.T.S. N.T.S. O1 TOP OF ENCLOSURE ON INSIDE g RAIN SENSOR: HUNTER MINI -CLICK II 0WIRE TO IRRIGATION CONTROLLER O PLASTIC TIE DOWN STRAP g MOUNTING BRACKET (DSECURE `,/IRE WITH CABLE TIE BRACKET (1 OF 2) ni innrn I d I X � MARKER MANUAL DRAIN ASSEMBLY ti N.T.S. ;L-160 PVC SLEEVE IGTH AS REQUIRED) 11112211 "Th GRAVEL SUMP SUPPLY HEADER PVC SCH 40 W1 COMPRESSION FITTINGS: RAIN BIRD 600 -CF -1 MAINLINE PIPE CONTROL ZONE KIT: RAIN BIRD XCZ-100-PRF AIRNACUUM RELIEF VALVE: RAIN BIRD AR VALVE KIT (INSTALL AT HIGH POINT IN LANDSCAPE SYSTEM) LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE DRIPLINE POTABLE LD -09-24 COMPRESSION ADAPTER: RAIN BIRD 600 -CF -1 / NOTE: WHEN GLUING THE 1/2" 600 -CF -1 ADAPTER INTO THE PVC TEE, USE AN ABS TO PVC BONDING SOLVENT EASY FIT COMPRESSION FITTINGS: COUPLING - RAIN BIRD MDCFCOUP FLUSH CAP RAIN BIRD MDCFCAP LANDSCAPE DRIPLINE LAYOUT N.T.S. N.T.S. O1 HYBRID CONTROLLER: RAIN BIRD ESP-16MC—P INSIDE WALL MOUNT g 2 -INCH PVC SCH 40 CONDUIT AND FITTINGS Q WIRES TO REMOTE CONTROL VALVES g4 JUNCTION BOX g 1 -INCH PVC SCH 40 CONDUIT AND FTTINGS TO POWER SUPPLY N.T.S. NOTE: (D30 -INCH LINEAR LENGTH OF O WIRE, COILED WATERPROOF CONNE(CARSON WITH BOX VER_ VALVE FINISH GRADE/TOP OF MULCH g7 PVC SCH 80 NIPPLE (CLOSE) g8 PVC SCH 40 ELL g9 PV SCH 80 NIPPLE LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (( INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 80 NIPPLE W/FEMALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH 'HASHED GRAVEL g2 CTION HUNTER SPLICE -1 1 OF 2) ID TAG: HUNTER (� REMOTE 01 FINISH GRADE/TOP OF MULCH O QUICK—COUPLING VALVE: HUNTER HQ VALVE g3 VALVE BOX WITH COVER: HUNTER g4 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) S BRICK (1 OF 2) 0 PVC SCH 40 STREET 'ELL S PVC SCH 40 TEE OR ELL g9 PVC MAINLINE PIPE 10 PVC SCH 40 ELL 11 2" x 2" REDWOOD STAKE WI1-H STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL_ QUICK COUPLING VALVE INLET SIZE. QUICK COUPLING VALVE N.T.S. JOB TI -P -EE S UNRIDGE Tul"WNHOMES RRIGATION NOTES, LEGEND & DETAILS 12228 PE FROVITSKY ROAD, RENTON, WA 98058 PARCEL:- # 073900-0055 RENTON, WA - - Rk.V, REVISION I RR 16 ATH] N �d F1 T E S 1, IRRIGATI❑N SYSTEM DESIGN ASSUMES 55 PSI AT THE SOURCE, IRRIGATION DESIGN IS BASED ON 30 PSI, INSTALLER TO VERIFY ADEQUATE STATIC WATER PRESSURE AT TIME OF INSTALLATION, 2. IRRIGATION LINES THAT ARE SHOWN WITHIN HARD SURFACE AREAS ARE FOR CLARITY AND SHALL BE LOCATED WITHIN LANDSCAPE PLANTING AREAS OR UNDERGROUND SLEEVES, ALL VALVES SHALL BE INSTALLED WITHIN PROTECTIVE BOXES INSTALLED FLUSH AND LEVEL WITH FINISHED GRADE, 3. INSTALL ALL EQUIPMENT PER STATE AND LOCAL CODES. CALL LINE L❑CATERS PRIOR TO DIGGING AT 1-800-424-5555, THE INSTALLER SHALL BE RESPONSIBLE FOR ALL PERMITS, TESTS AND INSPECTIONS AS REQUIRED, 4, SEE CIVIL PLANS TO VERIFY ALL UTILITY LOCATIONS, 5. COORDINATE WITH THE GENERAL CONTRACTOR FOR THE REQUIRED POWER AND INSTALLATION OF SLEEVING, 6, INSTALL MANUAL DRAINS AT ALL LOW POINTS AND RECORD ALL LOCATIONS ON THE "RECORD DRAWINGS", 7. INSTALL LINE FLUSHING VALVES AT LOW POINTS AND AIR RELIEF VALVES AT HIGH POINTS IN ALL DRIP ZONES, 8. INSTALL THE CONTROLLER AS PER DETAIL, COORDINATE WITH THE GENERAL CONTRACTOR FOR 110 VOLT POWER REQUIRED, PROVIDE AND INSTALL RAIN SENSOR WITH A GUTTER MOUNT ON SOUTH OR WEST SIDE OF SPECIFIED BUILING NEAR CONTROLLER, 9, MAIN LINES AND WIRING TO HAVE A MINIMUM COVER OF 18", LATERAL LINES SHALL HAVE A MINIMUM COVER OF 12". DRIP LINES TO HAVE A MINIMUM COVER OF 2", 10, USE SELECT "ROCK FREE" MATERIALS TO BACKFILL ALL TRENCHES AND COMPACT TO 85% DENSITY FOR LANDSCAPE AREAS AND 95% FOR AREAS UNDER CONCRETE OR ASPHALT. 11. AS PART OF THE CONTRACT, THE LANDSCPAE CONTRACTOR IS TO WINTERIZE IN THE FALL AND ACTIVATE THE SYSTEM IN THE SPRING FOR ONE YEAR, DATE I APPD WATER METER r—BALL VALVE MANUAL DRAIN VALVE PVC TH'D, UNI❑N II PVC MAINLINE 7QUICK COUPLING VALVE DOUBLE CHECK VALVE H P.O.C. PLAN VIEW N.T.S. PRECISION & I'JESIGN P.O. BOX 8081 KENT, WA 98042 PHONE: (206) 551- 755 / STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Y CERTIFICATE N0. 692 SEI 2 b 2014 1 12/30/1-1 SCALE 1"=20' V Y PROPERTIES L L C DWG 913RNT1 VLADIMIR DROFIAK .jGeff 913RNT1 15012 SE 253RD PLACE DRAWN BY COVINGTON, WA 98042 R 206-351-9289 �A��RovED RV I SHEET L3e>: 3 O CONTROL VALVE: HUNTER - ICC 01 FINISH GRADE/TOP OF MULCH O QUICK—COUPLING VALVE: HUNTER HQ VALVE g3 VALVE BOX WITH COVER: HUNTER g4 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) S BRICK (1 OF 2) 0 PVC SCH 40 STREET 'ELL S PVC SCH 40 TEE OR ELL g9 PVC MAINLINE PIPE 10 PVC SCH 40 ELL 11 2" x 2" REDWOOD STAKE WI1-H STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL_ QUICK COUPLING VALVE INLET SIZE. QUICK COUPLING VALVE N.T.S. JOB TI -P -EE S UNRIDGE Tul"WNHOMES RRIGATION NOTES, LEGEND & DETAILS 12228 PE FROVITSKY ROAD, RENTON, WA 98058 PARCEL:- # 073900-0055 RENTON, WA - - Rk.V, REVISION I RR 16 ATH] N �d F1 T E S 1, IRRIGATI❑N SYSTEM DESIGN ASSUMES 55 PSI AT THE SOURCE, IRRIGATION DESIGN IS BASED ON 30 PSI, INSTALLER TO VERIFY ADEQUATE STATIC WATER PRESSURE AT TIME OF INSTALLATION, 2. IRRIGATION LINES THAT ARE SHOWN WITHIN HARD SURFACE AREAS ARE FOR CLARITY AND SHALL BE LOCATED WITHIN LANDSCAPE PLANTING AREAS OR UNDERGROUND SLEEVES, ALL VALVES SHALL BE INSTALLED WITHIN PROTECTIVE BOXES INSTALLED FLUSH AND LEVEL WITH FINISHED GRADE, 3. INSTALL ALL EQUIPMENT PER STATE AND LOCAL CODES. CALL LINE L❑CATERS PRIOR TO DIGGING AT 1-800-424-5555, THE INSTALLER SHALL BE RESPONSIBLE FOR ALL PERMITS, TESTS AND INSPECTIONS AS REQUIRED, 4, SEE CIVIL PLANS TO VERIFY ALL UTILITY LOCATIONS, 5. COORDINATE WITH THE GENERAL CONTRACTOR FOR THE REQUIRED POWER AND INSTALLATION OF SLEEVING, 6, INSTALL MANUAL DRAINS AT ALL LOW POINTS AND RECORD ALL LOCATIONS ON THE "RECORD DRAWINGS", 7. INSTALL LINE FLUSHING VALVES AT LOW POINTS AND AIR RELIEF VALVES AT HIGH POINTS IN ALL DRIP ZONES, 8. INSTALL THE CONTROLLER AS PER DETAIL, COORDINATE WITH THE GENERAL CONTRACTOR FOR 110 VOLT POWER REQUIRED, PROVIDE AND INSTALL RAIN SENSOR WITH A GUTTER MOUNT ON SOUTH OR WEST SIDE OF SPECIFIED BUILING NEAR CONTROLLER, 9, MAIN LINES AND WIRING TO HAVE A MINIMUM COVER OF 18", LATERAL LINES SHALL HAVE A MINIMUM COVER OF 12". DRIP LINES TO HAVE A MINIMUM COVER OF 2", 10, USE SELECT "ROCK FREE" MATERIALS TO BACKFILL ALL TRENCHES AND COMPACT TO 85% DENSITY FOR LANDSCAPE AREAS AND 95% FOR AREAS UNDER CONCRETE OR ASPHALT. 11. AS PART OF THE CONTRACT, THE LANDSCPAE CONTRACTOR IS TO WINTERIZE IN THE FALL AND ACTIVATE THE SYSTEM IN THE SPRING FOR ONE YEAR, DATE I APPD WATER METER r—BALL VALVE MANUAL DRAIN VALVE PVC TH'D, UNI❑N II PVC MAINLINE 7QUICK COUPLING VALVE DOUBLE CHECK VALVE H P.O.C. PLAN VIEW N.T.S. PRECISION & I'JESIGN P.O. BOX 8081 KENT, WA 98042 PHONE: (206) 551- 755 / STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Y CERTIFICATE N0. 692 SEI 2 b 2014 1 12/30/1-1 SCALE 1"=20' V Y PROPERTIES L L C DWG 913RNT1 VLADIMIR DROFIAK .jGeff 913RNT1 15012 SE 253RD PLACE DRAWN BY COVINGTON, WA 98042 R 206-351-9289 �A��RovED RV I SHEET L3e>: 3 �,► e 6 V e_ e �.a e� SCALE. 1 °` 1 U-01" • N88040'51 °E 165.25' SE PETROVITSKY ROAD 13'-0" BUILDING C`r--rM A! 1/ MAN L— General Notes I. Contractor to verify all grades, dimensions, and existing conditions on the site before proceeding with work. 2. Site drainage system shall conform to local engineering jurisdiction requirements. 3. Signs required at Accessible parking stalls to include the International Symbol of Accessibility. Such signs shall be 60 inches minimum above the ground to the bottom of the sign. 4. Contractor shall install trash enclosure unit per Trash Enclosure and Stair sheet IA -6.3 5. See Civil drawings for utility, grading, drainage, TESC. 6. See landscape drawings for landscape and irrigation. 7. Slope driveway away from buildings per civil grading plan. Project Data PROJECT DATA ZONING SITE ZONING RNI-F BUILDING USE GROSS SITE AREA 19,889 R-3 NET SITE AREA (AFTER DEDICATION OF ROW IG ,154 200 AND ACCESS EASPrt'T) K UNITS 4 ZONING DENSITY ALLOWED 20 DU t AC 3 -BD + (2) 2-8D (5) 2 -BD ZONING DENSITY PROVIDED 23.6 DU/AC VA -1 HR NUMBER OF STORIES (16 x2)+(1.4x7) 13 PARKING STALLS REQUIRED _ 3 SQUARE FOOTAGE 12 in garages plus 13 PARKING STALLS PROVIDED 1 on-site SPRINKLERS THROUGHOUT YES YES 3: or up to 4` per P;1AXlNlUIsI HEIGHT PER ZONING D footnote 20 HEIGHT PROVIDED ExposuretG 31'-9" ave} height 7 263 8.3160 S [ 36'-10"' max height IMPERVIOUS AREA CALCULATIONS BUILDINGS 6.263 AC PAVING 3;591 TOTAL INWERVIOUS AREA 9,854 IMPERVIOUS PERCENTAGE PROVIDED 5379% IMPERVIOUS PERCENTAGE ALLOWED 75% PERVIOUS CONCRETE SIDEWALK SF 1,714 IBC CODE DATA I I Vicinity Map W C0 a SE Petrovitakv I I Rd i a W y Q F W rn m a 2 W m a I 6E 192nd Street L -]--IF- 21 BUILDING 1 BUILDING 2 BUILDING USE TOWNHOMES TOWNHOMES OCCUPANCY TYPE R-3 R-3 OCCUPANT LOAD (51UNO 200 250 K UNITS 4 5 UNIT MIX (2) 3 -BD + (2) 2-8D (5) 2 -BD TYPE OF CONSTRUCTION VA -1 HR. VA -1 HR NUMBER OF STORIES 3 3 ALLOV,JABLE S T DRIES PER IBC 3 3 SQUARE FOOTAGE 8,986 9,76G ALLOWABLE SQUARE FOOTAGE 12,000 12,000 SPRINKLERS THROUGHOUT YES YES SEISMIC DESIGN CATEGORY D WIND DESIGN LOADS ExposuretG SQUARE FOOTAGE - HEATED 7 263 8.3160 S [ Architectural Site Legend BPARTY WALL LINE (BETWEEN UNITS) • BOUNDARY LINE — EASEMENT LINE — — BUILDING SETBACK LINE DIRECTIONAL ARROW Architectural Site Keyed Notes BOUNDARY / PROPERTY LINE 15 6' HIGH CMU TRASH ENCLOSURE, SEE 1A-6.3 EASEMENT SETBACK LINE 16 CONC. STEPS TO EXISTING (D BUILDING SETBACK LINE SIDEWALK, SEE SHEET 1A-6.3 4) PARTYWALL LINE - SEE BUILDING 17 MAILBOX PLANS 18 ACCESS TO EXISTING APARTMENT OEXISTING BUILDING COMPLEX OEXISTING CURB, GUTTER & 19 30' INGRESS, EGRESS AND UTILITIES SIDEWALK EASEMENT REC. NO 80001180991 AND REC NO 20070102001261 O EXISTING WALKWAY 20 EXISTING ROCKERY WALL AND O SITE ENTRANCE WOOD FENCE ON ADJACENT PROPERTY TO REMAIN O NEW BUILDING OUTLINE 21 EXISTING WOOD FENCE 10 IMPERVIOUS CONCRETE SIDEWALK, SEE CIVIL 22 EXISTING 3' FI. ROCKERY WALL TO REMAIN 11 9x20 GUEST PARKING STALL w/ 5' AISLE. ACCESSIBLE IF NEEDED 23 EXISTING STEPPED CMU WALL TO REMAIN 12 AC PAVING, SEE CIVIL 24 INFILL DRIVEWAY WITH NEW 13 10'-0" WIDE ASPHALT TURNAROUND SIDEWALK, SEE CIVIL 14 BUIDLING ROOF LINE 25 PROPOSED FIRE HYDRANT, SEE CIVIL I I Vicinity Map W C0 a SE Petrovitakv I I Rd i a W y Q F W rn m a 2 W m a I 6E 192nd Street L -]--IF- 21 RECIISTEIIED iWE of wail"G1'£3?t N0. DATE C� 00 , E ,�• 100 N ni r- ) j ICU h- ® (y) Lr) IN a) -� RECIISTEIIED iWE of wail"G1'£3?t zo L0 00 L0 Lo O IU -00o >` 0 0�o L1JZ4t BOJ LU � WU N Q N 0- N Y -- LL VJ CD I O z C) W O REVISIONS N0. DATE 5/19/2014 DESCRIPTION: , s zo L0 00 L0 Lo O IU -00o >` 0 0�o L1JZ4t BOJ LU � WU N Q N 0- N Y -- LL VJ CD I O z C) W O REVISIONS N0. DATE 5/19/2014 DESCRIPTION: Plan Review Comments (REV14-000017) For Permit B13006817 DRAWN BY David Goretoy DATE September 19, 2014 SHEET NUMBER