Loading...
2015-08-06 Permit Plans BLD-2015-1877TC TC MATCH 8 14.0' 22.5' 4.0' MATCH2O 3RD AVENUE TC 12.65 4.0' 22.5' MATCH I---'I-- iL 4.0' X CV `S 1G :.7 I SUBGRADE COMPACTED TO 95% MAX DRY DENSITY. �l! 14.�J 6" TYPE 'A' CONCRETE CURB PER CITY OOF :6) SPOKANE VALLEY STD. PLAN R-102. SEE ARCH. SITE PLAN FOR ISLAND WIDTHS. THICK CONCRETE SIDEWALK OVER 4" C.S.TC. PER CITY OF SPOKANE VALLEY STD. PLAN R-103. VERIFY WIDTH WITH ARCH. SITE PLAN. OSLOPE TP 12:05 - w INSTALL FLASHING/WATER PROTECTION AT BLDG AS REQUIRED. °°° ago SW 12.40 om PER .CITY OF SPOKANE VALLEY STANDARD PLAN R-102. 1 % WIDTH OF REPLACEMENT DEPENDS ON WATER/SEWER LINE EXCAVATION. Y x 8.5'L x 4" DP CONCRETE PAD POURED BETWEEN 6" CURB WALLS O2'W FOR STORMWATER PASS-THROUGH IBETWEEN PARKING AREAS. INSTALL ASPHALT DRIVEWAY APPROACH WITH 22.5'THROAT WIDTH AND 4' WIDE FLARES BETWEEN 10 EXIST TYPE 'C' CURB AND RIGHT-OF-WAY WITH 3" H.M.A. CLASS 1/2" CONCRETE PAVEMENT OVER 6" CRUSHED GRAVEL TOP COURSE OVER SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY. SIMILAR TO CITY STANDARD PLAN R-115. 11INSTALL °°° ° ° � INSERT W/ TRUNCATED DOMES PER CITY STD. R-105. _, N� T� ►V IL. 12 i� TRAVEL AND 2.0% MAX. CROSS SLOPE. 13 H.C. STALL WITH 2.0% MAX. SLOPE IN ANY DIRECTION. RAISE PAVEMENT TO BE FLUSH WITH TOP OF CURB. 14 O GREASE TRAP PER SEWER PLAN WITH RIMS SET FLUSH WITH PAVEMENT. n15 ° SW 12.65 'n TC 12.00 TP 11.50 "y \ I TC 12.50 TP 12.50 FF 12 50 12.70 I TC 12.00 TC 12.25 \ �, L = 784' 11 SW 12.50 0. 0.20' A.F.F. TP 11.60 TP 11.75 f .2 IE E)) 8.15' FF 12.50 I FF 12.50 IE 7.37 6 7 SW 12.50 I: S 1.0% SW 12.50 m 3 L = 22.0 . N 2 I I IE(W) 7.13' S = 1.0% I L = 6.31' I 2 IE(E) 7.13' -- IE 5.95' . .,. ( S = 18.8% L = 114.50' IES 9.30 2 1E�N� 8.16 L = 32.98' S = 1.0% C-11 I 1 to oIES 9.75 2 IE 14) 7.13 I S 7.9% NEW RESIDENTAIL CARE FACILITY goo F.F.E. 2012.50 FF 12.50 SW 12.50 I TC 12.78 MATCH EXIST. TYPE 'C' A.C.P. CURB BENCHMARK SITE BENCH MARK. EXISTING FIRE GRADING PLAN KEY NOTES HYDRANT - N. BONNET BOLT. I ASSUMED ELEV. = 2015.87' SPOKANE COUNTY DATUM. GRASSY SWALE '1' PER DTL 1/C5.1 & 2/C5.1 BOT DIM'S PER PLAN WITH S.G. ELEV. AT 2010.58' (128 S.F. MIN.) 12 MIN. DEPTH 0.75' (9"). 3:1 MAX. SIDE SLOPES. OINSTALL PRECAST DRYWELL TYPE A, METAL FRAME TYPE 4, AND METAL GRATE TYPE 4 IN ACCORDANCE WITH CITY OF SPOKANE VALLEY STD. PLANS S-101 & S-104. 5 SET RIM 8" ABOVE SUBGRADE (6" ABOVE TOP OF SOD). DW RIM 2011.25. O6"0 PVC RAINWATER LEADER TIGHTLINED TO DRYWELL PER PLAN. S = 1.0% MIN., 1' COVER MIN. OINSTALL 2' WIDE CURB INLET TYPE 1 PER CITY OF SPOKANE VALLEY STD. PLAN S-110. TC 12.65 EXTEND CONC. APRON TO POND BOTTOM. SW 12.65 2" H M A CLASS 1 2" CONCRETE I 2�D� 16 CONCRETE RETAINING WALLS BY OTHERS. O I 16 T.O.W.=12.40 200" SW i� SW 12.50 te-. FG 12.3° 2004 FF 12.50 SW 12.50 IL )S SD 6"0 PVC DS 1 `6 OHP _ _ _ _ _ _.___ ___.OHP -- ONE -CALL NUMBER GRADING & D-RA.INAGE PLAN L10 0.424.5555 1t1=10, TWO BUSMW DAYS 16� TO.W.=12.20 PP„� GRASSY SWALE '1' P.G.I.S. AREA = 3,055 S.F. SWALE VOL. REQUIRED = (3,055 S.F.)*(1133)/(43,560) = 79 CF SWALE VOL. PROVIDED = 86 CF 10 YR STORM REQUIRED = 145 CF 10 YR STORM PROVIDED = 146 CF DEVELOPER'S APPROVAL • l ADAM SESSIONS P.O. BOX 1469 SPOKANE VALLEY, WA 99216 509-926-5311 APPLICANT: WYATT ARCHITECTS AND ASSOC. P.O. BOX 141713 SPOKANE VALLEY, WA 99214 509-928-1860 z w W � z Q r V z C'4C14 L0 wrn^ Uj z >�v GENERAL NOTES ALL METHODS AND MATERIALS SHALL COMPLY WITH THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE; THE af n 1.,_i rn WASHINGTON STATE DEPT. OF TRANSPORTATION'S STANDARD =D o00 - i' SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION; ^ `' U � � THE CITY OF SPOKANE VALLEY STREET STANDARDS; AWWA; APWA; =Dcn AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL CODES, cif rn RULES, AND REGULATIONS. Lo GRADING & DRAINAGEz NOTES Q w 1. ALL BUILDING AND PAVEMENT SUBGRADE SHALL BE PREPARED PER GEOTECHNICAL j ENGINEERING EVALUATION. • U 2. SEE ARCHITECTURAL SITE PLAN FOR ADD'L INFORMATION. 3. ALL SPOT ELEVATIONS REPRESENT TOP OF PAVEMENT, U.N.O. PAVEMENT SLOPE IS CONSTANT BETWEEN SPOT ELEVATIONS, U.N.O. TOP OF CURB SHALL BE 0.5' ABOVE SPOT ELEVATIONS EXCEPT @ H.C. STALLS &RAMPS WHERE ACP & TO.C. ARE FLUSH. 4. T.C. = TOP OF CONCRETE CURB, T.P. = TOP OF PAVEMENT S.W. = TOP OF SIDEWALK, G.B. _ GRADE BREAK, T.W. TOP OF WALL, F.G. = FINISH GRADE, D.S. = DOWN SPOUT, S.G. _ SUBGRADE w J 5. ALL SUBGRADE (SG) SPOT ELEVATIONS SHOWN ARE ASSUMED TO BE 2" (0.17') LOWER THAN FINISHED GRADES TO ACCOMMODATE LANDSCAPING. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE PLAN, VERIFY S.G. ELEV'S, AND LOWER SUBGRADE AS NECESSARY. z V 6. FOR CONSTRUCTION OF DRYWELLS, INSTALL FILTER FABRIC (AMOCO 4545 OR APPROVED CLC EQUIV.) BETWEEN THE WASHED DRAINROCK AND THE NATIVE SOILS. DO NOT INSTALL FILTER FABRIC BETWEEN THE DRYWELL BARREL AND THE WASHED DRANROCK. �I 7. CONTRACTOR SHALL COORDINATE UTILITY CROSSING LOCATIONS AND SLEEVE REQUIREMENTS M� WITH UTILITY PURVEYOR PRIOR TO PLACING PAVEMENT BASE. 8. CONTRACTOR SHALL COORDINATE IRRIGATION CROSSING LOCATIONS AND SLEEVE REQUIREMENTS WITH LANDSCAPE PLAN PRIOR TO PLACING PAVEMENT BASE. W w 9. SEE SHEETS C1.1 & C1.2 FOR SWALE PROTECTION AND SOIL TESTING PER THE SPOKANE REGIONAL STORMWATER MANUAL STANDARD NOTES FOR ROAD AND DRAINAGEPLANS. � o 10. PER SPOKANE REGIONAL STORMWATER MANUAL METHODS, A QUALIFIED LICENSED ENGINEER r� SHALL EVALUATE, CLASSIFY AND DOCUMENT THE SOILS IN THE EXCAVATED DRYWELL INFILTRATION ZONE PRIOR TO INSTALLA11ON OF THE FILTER FABRIC, DRAINAGE ROCK OR J w DRYWEH BARREL AND SHALL DETERMINE IF THE SOIL'S CONDITIONS WILL BE SUITABLE AND � o CAPABLE OF INFILTRATING STORM WATER AT THE DESIGN FLOW RATE. THE ENGINEER SHALL o SUBMIT A COPY OF THE DOCUMENTATION DETAILING THE OBSERVATIONS, THE CONCLUSIONS AND THE BASIS FOR THE CONCLUSTIONS TO THE CITY OF SPOKANE VALLEY DEPARTMENT OF ENGINEERING. IF THE ENGINEER DETERMINES THAT THE SOILS DO NOT MEET THE DESIGN'S REQUIREMENTS OR THAT A CONDITION EXISTS PREVENTING THE DRYWELL FROM FUNCTIONING AS DESIGNED, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE DESIGN REVISED TO MEET EXISTING CONDITIONS. ANY REVISIONS TO THE DESIGN SHALL BE SUBMITTED TO THE CITY OF SPOKANE VALLEY FOR REVIEW AND ACCEPTANCE. 11. CONSTRUCTION OF EVERY DRYWELL, INCLUDING FABRIC AND DRAINROCK, SHALL BE OBSERVED Q BY THE ON-SITE INSPECTOR TO CONFIRM THAT IT MEETS THE DESIGN DETAILS AND SPECIFICATIONS. DRYWELLS NOT OBSERVED SHALL HAVE THEIR PERFORMANCE VERIFIED BY A Z FULL-SCALE DRYWELL TEST. s- nl r o j � c 5 1 r t` �a EU" �� j'fj" C ' cS P L P, I't/ i I `( CEN TER Lij DRYWELL NOTE: PER SPOKANE REGIONAL STORMWATER MANUAL METHODS, A QUALIFIED LICENSED ENGINEER SHALL EVALUATE, CLASSIFY AND DOCUMENT THE SOILS IN THE EXCAVATED DRYWELL INFILTRATION ZONE PRIOR TO INSTALLATION OF THE FILTER FABRIC, DRAINAGE ROCK OR DRYWELL BARREL AND SHALL DETERMINE IF THE SOIL'S CONDITIONS WILL BE SUITABLE AND CAPABLE OF INFILTRATING STORM WATER AT THE DESIGN FLOW RATE. ENGINEER SHALL SUBMIT A COPY OF THE DOCUMENTATION DETAILING THE OBSERVATIONS, THE CONCLUSIONS AND THE BASIS FOR THE CONCLUSIONS TO THE CITY OF SPOKANE VALLEY DEVELOPMENT ENGINEERING. IF THE ENGINEER DETERMINES THAT THE SOILS DO NOT MEET THE DESIGN'S REQUIREMENTS OR THAT A CONDITION EXISTS PREVENTING THE DRYWELL FROM FUNCTIONING AS DESIGNED, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE DESIGN REVISED TO MEET EXISTING CONDITIONS. ANY REVISIONS TO THE DESIGN SHALL BE SUBMITTED TO THE CITY OF SPOKANE VALLEY FOR REVIEW AND ACCEPTANCE. PERMIT SET - ISSUED 7/31/15 NOT FOR CONSTRUCTION THESE DRAWINGS HAVE BEEN PREPARED FOR BUILDING DEPT. REVIEW AND ARE SUBJECT TO REVIEW AND CHANGE. DO NOT USE FOR BID DOCUMENTS OR FOR THE PREPARATION OF SHOP DRAWINGS F- W Lu B0 pF WAsy 0 ,pF3069G/ sTvt 3 FSS7ONALR�-��\ 7/31/15 DATE JULY 2015 DRAWN BY MAG DESIGN BY MAG JOB NO. 13-165.10 SHEET 110. REV. DATE BY DESCRIPTION 1 C4.1 OVER 4" CRUSHED GRAVEL TOP COURSE OVER SUBGRADE COMPACTED TO 95% MAX DRY DENSITY. 6" TYPE 'A' CONCRETE CURB PER CITY OOF :6) SPOKANE VALLEY STD. PLAN R-102. SEE ARCH. SITE PLAN FOR ISLAND WIDTHS. THICK CONCRETE SIDEWALK OVER 4" C.S.TC. O4" PER CITY OF SPOKANE VALLEY STD. PLAN R-103. VERIFY WIDTH WITH ARCH. SITE PLAN. OSLOPE SIDEWALK PER FINISHED GRADES STARTING 1' PAST DOORWAY. INSTALL FLASHING/WATER PROTECTION AT BLDG AS REQUIRED. AND REPLACE TYPE 'C' ASPHALT CONCRETE CURB OREMOVE PER .CITY OF SPOKANE VALLEY STANDARD PLAN R-102. WIDTH OF REPLACEMENT DEPENDS ON WATER/SEWER LINE EXCAVATION. x 8.5'L x 4" DP CONCRETE PAD POURED BETWEEN 6" CURB WALLS O2'W FOR STORMWATER PASS-THROUGH IBETWEEN PARKING AREAS. INSTALL ASPHALT DRIVEWAY APPROACH WITH 22.5'THROAT WIDTH AND 4' WIDE FLARES BETWEEN 10 EXIST TYPE 'C' CURB AND RIGHT-OF-WAY WITH 3" H.M.A. CLASS 1/2" CONCRETE PAVEMENT OVER 6" CRUSHED GRAVEL TOP COURSE OVER SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY. SIMILAR TO CITY STANDARD PLAN R-115. 11INSTALL 2' x 4.5' YELLOW FIBERGLASS DETECTABLE WARNING INSERT W/ TRUNCATED DOMES PER CITY STD. R-105. ACCESSIBLE ROUTE OF TRAVEL 12 5.0% MAX. SLOPE IN DIRECTION OF TRAVEL AND 2.0% MAX. CROSS SLOPE. 13 H.C. STALL WITH 2.0% MAX. SLOPE IN ANY DIRECTION. RAISE PAVEMENT TO BE FLUSH WITH TOP OF CURB. 14 O GREASE TRAP PER SEWER PLAN WITH RIMS SET FLUSH WITH PAVEMENT. n15 TRASH ENCLOSURE. SEE ARCH SITE PLAN FOR ADDITIONAL INFORMATION. I 2�D� 16 CONCRETE RETAINING WALLS BY OTHERS. O I 16 T.O.W.=12.40 200" SW i� SW 12.50 te-. FG 12.3° 2004 FF 12.50 SW 12.50 IL )S SD 6"0 PVC DS 1 `6 OHP _ _ _ _ _ _.___ ___.OHP -- ONE -CALL NUMBER GRADING & D-RA.INAGE PLAN L10 0.424.5555 1t1=10, TWO BUSMW DAYS 16� TO.W.=12.20 PP„� GRASSY SWALE '1' P.G.I.S. AREA = 3,055 S.F. SWALE VOL. REQUIRED = (3,055 S.F.)*(1133)/(43,560) = 79 CF SWALE VOL. PROVIDED = 86 CF 10 YR STORM REQUIRED = 145 CF 10 YR STORM PROVIDED = 146 CF DEVELOPER'S APPROVAL • l ADAM SESSIONS P.O. BOX 1469 SPOKANE VALLEY, WA 99216 509-926-5311 APPLICANT: WYATT ARCHITECTS AND ASSOC. P.O. BOX 141713 SPOKANE VALLEY, WA 99214 509-928-1860 z w W � z Q r V z C'4C14 L0 wrn^ Uj z >�v GENERAL NOTES ALL METHODS AND MATERIALS SHALL COMPLY WITH THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE; THE af n 1.,_i rn WASHINGTON STATE DEPT. OF TRANSPORTATION'S STANDARD =D o00 - i' SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION; ^ `' U � � THE CITY OF SPOKANE VALLEY STREET STANDARDS; AWWA; APWA; =Dcn AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL CODES, cif rn RULES, AND REGULATIONS. Lo GRADING & DRAINAGEz NOTES Q w 1. ALL BUILDING AND PAVEMENT SUBGRADE SHALL BE PREPARED PER GEOTECHNICAL j ENGINEERING EVALUATION. • U 2. SEE ARCHITECTURAL SITE PLAN FOR ADD'L INFORMATION. 3. ALL SPOT ELEVATIONS REPRESENT TOP OF PAVEMENT, U.N.O. PAVEMENT SLOPE IS CONSTANT BETWEEN SPOT ELEVATIONS, U.N.O. TOP OF CURB SHALL BE 0.5' ABOVE SPOT ELEVATIONS EXCEPT @ H.C. STALLS &RAMPS WHERE ACP & TO.C. ARE FLUSH. 4. T.C. = TOP OF CONCRETE CURB, T.P. = TOP OF PAVEMENT S.W. = TOP OF SIDEWALK, G.B. _ GRADE BREAK, T.W. TOP OF WALL, F.G. = FINISH GRADE, D.S. = DOWN SPOUT, S.G. _ SUBGRADE w J 5. ALL SUBGRADE (SG) SPOT ELEVATIONS SHOWN ARE ASSUMED TO BE 2" (0.17') LOWER THAN FINISHED GRADES TO ACCOMMODATE LANDSCAPING. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE PLAN, VERIFY S.G. ELEV'S, AND LOWER SUBGRADE AS NECESSARY. z V 6. FOR CONSTRUCTION OF DRYWELLS, INSTALL FILTER FABRIC (AMOCO 4545 OR APPROVED CLC EQUIV.) BETWEEN THE WASHED DRAINROCK AND THE NATIVE SOILS. DO NOT INSTALL FILTER FABRIC BETWEEN THE DRYWELL BARREL AND THE WASHED DRANROCK. �I 7. CONTRACTOR SHALL COORDINATE UTILITY CROSSING LOCATIONS AND SLEEVE REQUIREMENTS M� WITH UTILITY PURVEYOR PRIOR TO PLACING PAVEMENT BASE. 8. CONTRACTOR SHALL COORDINATE IRRIGATION CROSSING LOCATIONS AND SLEEVE REQUIREMENTS WITH LANDSCAPE PLAN PRIOR TO PLACING PAVEMENT BASE. W w 9. SEE SHEETS C1.1 & C1.2 FOR SWALE PROTECTION AND SOIL TESTING PER THE SPOKANE REGIONAL STORMWATER MANUAL STANDARD NOTES FOR ROAD AND DRAINAGEPLANS. � o 10. PER SPOKANE REGIONAL STORMWATER MANUAL METHODS, A QUALIFIED LICENSED ENGINEER r� SHALL EVALUATE, CLASSIFY AND DOCUMENT THE SOILS IN THE EXCAVATED DRYWELL INFILTRATION ZONE PRIOR TO INSTALLA11ON OF THE FILTER FABRIC, DRAINAGE ROCK OR J w DRYWEH BARREL AND SHALL DETERMINE IF THE SOIL'S CONDITIONS WILL BE SUITABLE AND � o CAPABLE OF INFILTRATING STORM WATER AT THE DESIGN FLOW RATE. THE ENGINEER SHALL o SUBMIT A COPY OF THE DOCUMENTATION DETAILING THE OBSERVATIONS, THE CONCLUSIONS AND THE BASIS FOR THE CONCLUSTIONS TO THE CITY OF SPOKANE VALLEY DEPARTMENT OF ENGINEERING. IF THE ENGINEER DETERMINES THAT THE SOILS DO NOT MEET THE DESIGN'S REQUIREMENTS OR THAT A CONDITION EXISTS PREVENTING THE DRYWELL FROM FUNCTIONING AS DESIGNED, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE DESIGN REVISED TO MEET EXISTING CONDITIONS. ANY REVISIONS TO THE DESIGN SHALL BE SUBMITTED TO THE CITY OF SPOKANE VALLEY FOR REVIEW AND ACCEPTANCE. 11. CONSTRUCTION OF EVERY DRYWELL, INCLUDING FABRIC AND DRAINROCK, SHALL BE OBSERVED Q BY THE ON-SITE INSPECTOR TO CONFIRM THAT IT MEETS THE DESIGN DETAILS AND SPECIFICATIONS. DRYWELLS NOT OBSERVED SHALL HAVE THEIR PERFORMANCE VERIFIED BY A Z FULL-SCALE DRYWELL TEST. s- nl r o j � c 5 1 r t` �a EU" �� j'fj" C ' cS P L P, I't/ i I `( CEN TER Lij DRYWELL NOTE: PER SPOKANE REGIONAL STORMWATER MANUAL METHODS, A QUALIFIED LICENSED ENGINEER SHALL EVALUATE, CLASSIFY AND DOCUMENT THE SOILS IN THE EXCAVATED DRYWELL INFILTRATION ZONE PRIOR TO INSTALLATION OF THE FILTER FABRIC, DRAINAGE ROCK OR DRYWELL BARREL AND SHALL DETERMINE IF THE SOIL'S CONDITIONS WILL BE SUITABLE AND CAPABLE OF INFILTRATING STORM WATER AT THE DESIGN FLOW RATE. ENGINEER SHALL SUBMIT A COPY OF THE DOCUMENTATION DETAILING THE OBSERVATIONS, THE CONCLUSIONS AND THE BASIS FOR THE CONCLUSIONS TO THE CITY OF SPOKANE VALLEY DEVELOPMENT ENGINEERING. IF THE ENGINEER DETERMINES THAT THE SOILS DO NOT MEET THE DESIGN'S REQUIREMENTS OR THAT A CONDITION EXISTS PREVENTING THE DRYWELL FROM FUNCTIONING AS DESIGNED, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE DESIGN REVISED TO MEET EXISTING CONDITIONS. ANY REVISIONS TO THE DESIGN SHALL BE SUBMITTED TO THE CITY OF SPOKANE VALLEY FOR REVIEW AND ACCEPTANCE. PERMIT SET - ISSUED 7/31/15 NOT FOR CONSTRUCTION THESE DRAWINGS HAVE BEEN PREPARED FOR BUILDING DEPT. REVIEW AND ARE SUBJECT TO REVIEW AND CHANGE. DO NOT USE FOR BID DOCUMENTS OR FOR THE PREPARATION OF SHOP DRAWINGS F- W Lu B0 pF WAsy 0 ,pF3069G/ sTvt 3 FSS7ONALR�-��\ 7/31/15 DATE JULY 2015 DRAWN BY MAG DESIGN BY MAG JOB NO. 13-165.10 SHEET 110. REV. DATE BY DESCRIPTION 1 C4.1 7'-9 1 /2" 7'-3 1 /2" 3'-9" S-6 1 ELECTRIC BASEBOARD HEAT SHALL MAINTAIN 50' TEMP. \ 00 CO d- 0) 'd- co s d- 00 M 00 d- t+) c0 � �i- A _ A4.0 c° t� 4 d- co 00 ii d- M to � i 00 M a I r ^� to d- co 00 i•� 00 M ifl � I 00 i� co I d- M I OD iV) d- i� �t- co 00 d' c 00 I - ®- 0 . '• FIRE- FD 70'-6" 22'-11" 9'-2" I. 4'-6" , 9'-3„ LOBBY SD 129 216 s.f. 8'-6„ 2' . 4'-1" .2'-5t . 9'-6" 8' SQUARE AREA OF 18"x18" QUARRY TILE. HOLD NC UNIT #1 iia \\►.:::10 }� O X ORR,.-CX • - - • - 30 -MIN RATED WALLS EXTEND :...................y�lu 30 MIN RATED CEILING F12811® -.. m- m ©% us, On u� INFO/ART a •, NICHE 24' 4'-6" Ml DINING/ MUTIL- PURPOSE. SD 372 s.f. 127 SOLID SURFACE COUNTERTOPS AT KITCHEN AND DINING CLASS K EXTINGUISHER PROVIDE A SCREEN AT STOVE TO PREVENT RESIDENTS FROM TOUCHING HOT SURFACES. O co r - - sD UNIT MG -LOCKING MEDS\ CABINET �uirrrunuurrrrnn>r>rrr><i% ® / 111 1 "©Iwe 108 s.f. J • LAMINATE O U SD ` SLEEPING UNIT #112 112 NC 115 s.f. W W Z SHELVES 0 • : �; W o , ♦ 1 1 1 II � -TRIPLE COMPARTMENT� DISPOSAL �M O O U W W Co o co Qr N I � ® o ii 11 l-33 ZERO CLEARANCE TYPE I HOOD . LAMINATE FD •RANGE O O 0 (� O DECK MOUNT PRE -RINSE FAUCET UNIT (OR SLEEPING sD UNIT MG I.I_ 103 108 s.f. / --.SI..EEPNQ - UNIT #4 1-14-1 1@ 108 s.f. SLEEPING UNIT #5 sD 105 108 s.f. SLEEPING UNIT #6 106 108 s.f. SD SLEEPING UNIT #7 107 108 s.f. SLEEPING UNIT #110 110 108 s.f. tr WRE S*LVc W/kW lr WIRE %aft W/non meq( '�J W SLEEPIN____u I.I_ UNIT #41 NC 111 108 s.f. J SD O U SD SLEEPING UNIT #112 112 NC 115 s.f. 12' IBM AMAMI HVAC -SOLID SURFACE �_CABINET WITH DOORS � II COUNTERTOPS IN ABOVE DISHWASHER, 1 RODS CORRIDOR 0 LINEN 0 DISHWASHER n % , O ♦ - L1<MECH ® OFFICE ® •• • O %1.111 nurirr� ® O - m e ELEC. JI / ' • I' ista /aw1.I,OILED al UTILITY SINK DRAIN , ©®SPRAYER • • 11FID livariun\\h:ilOO�;iI\\D�;il\\V�;i!t:3�;iC\\\1T;il\\\lT;ilQ\I • • O 1 ' • U 28'-7" 5' COMMON AREA 203 s.f. a 143 a 0 30- COUNTER W/KNEE SPACE - 36"BASE CABINET AT SINK N ►OS'il\i\ I -- - SLEEPING UNIT #114 114 100 s.f. v � CL S SLEEPING UNIT #'25 3 SD 149 s.f. Lo NC 125 o N D a I N FLOOR j' N \ SI c0 iU-) CECD 0) 0 4 d ci` N I s0 I N FD Fptn NC G sD SLEEPING O d- ® Q) UNIT #24 a, NC BATH 100 S.to 144 000 B 45 21 I d- 3 �4.0O a 146 INSTALL DOOR CLOSERS AND SWEEPS AT EACH SLEEPING UNIT DOOR. TYP. �� SD r NC SLEEPING UNIT #0 115 100 s.f. COURT Y, 340 s.f. SD �� SLEEPING C UNIT M D® 116 100 s.f. /SD v N B N A4.0 SLEEPING UNIT #113 113 D 100 s.f. 8'-1" 15'-1 1/4!' ER 60x36" R -IN SO SLEEPING O UNIT $23 D o /-� NC l2 ( 30 MIN. 97 s.f. CORRID 1 23 LINEN SD Lo 148 I I 58 s.f. I` SLEEPING `r - UNrr M 0 NC 122 I 97 s.f. 00 LO 1> I Igo d SD Mmm NC in SLEEPING sD UNIT f21 0 NC 121 •- SLEEPING 97 s.f. i UNIT #117 > 0 Fl 1-7-1 Lo I D I 100 s.f. �( CORRIDOR 'n 151 SLEEPING d C UNIT 020 0 Ll> 2 SD 120 SD 97, s.f. DD I.n NC SD SLEEPING 00 UNIT #118 SLEEPING d 118 UNIT #119 100 s.f.5, NC 1 -91 101s.f. O o � 00 8'-1„ ,-3„ 3,-2" 3'-1" 10'-2 1/2- 26'-9 3/4" GENERAL SITE NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE OWNER SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. ARCHITECTURAL DIMENSIONS TAKE PRECEDENCE OVER STRUCTURAL DIMENSIONS. 3. ALL PLAN EXTERIOR DIMENSIONS ARE FROM FACE OF FOUNDATION WALL 4. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. 5. THE CONTRACTOR SHALL REPORT ANY ERRORS, INCONSISTENCIES OR OMISSIONS THEY MIGHT DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE OWNER. METHOD OF CORRECTING ANY ERROR SHALL BE APPROVED BY THE OWNER. 6. THE GENERAL BUILDING PERMIT SHALL BE PAID BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THE WORK. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 9. THE CONTRACTOR IS TO PROVIDE BACKING AS REQUIRED FOR MOUNTING TOILET PARTITIONS, GRAB BARS, ACCESSORIES, WALL MOUNTED SHELVES, CABINETS, ETC. 10. SILICONE SEALANT SHALL BE USED AT THE FOLLOWING LOCATIONS: DOOR FRAMES AND WINDOW CONDUIT AND PIPE PENETRATIONS JUNCTION OF MILLWORK 9COUNTERTOPS, CABINETS & SHELVES TOILET ACCESSORIES AND TILE WALL EDGES WINDOW FRAMES AND TRIM WORK JOINTS WITH WALL 11. THE CONTRACTORS REQUIRED TO LABEL ALL ELECTRICAL PANELS, HVAC EQUIPMENT, ETC. 12. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 13. PROVIDE DRY CHEMICAL FIRE EXTINGUISHERS AS SHOWN ON FLOOR PLANS. 14. ALL WORK SHALL BE ACCOMPLISHED WITH QUALITY WORKMANSHIP OF THE HIGHEST INDUSTRY STANDARDS. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS AND NATIONAL TRADE GROUP STANDARDS. 15. THE OWNER MAY PERFORM ADDITIONAL WORK THAT IS NOT PART OF THIS CONTRACT WITH THEIR OWN FORCES, UNDER SEPARATE CONTRACTS AND/OR WITH OTHER CONTRACTORS. THE CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OTHER CONTRACTORS AND COORDINATE HIS WORK WITH THE OWNER SO THAT WORK BY OTHERS CAN BE INCORPORATED IN A TIMELY MANNER. 16. AGENCY APPROVED PLANS SHALL BE KEPT ON SITE AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION. ONE COMPLETE SET OF PLANS, ADDENDA AND CHANGE ORDERS ON PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETE. 18. ALL DEBRIS SHALL BE REMOVED FROM JOB SITE AND ALL AREAS SHALL BE LEFT IN A CLEAN SWEPT CONDITION AT ALL TIMES. COMBUSTIBLE DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN THE BUILDING. WASTE MATERIAL OR TRASH SHALL NOT BE BURNED ON SITE. 19. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE WORKERS AT ALL TIMES. CONTRACTOR SHALL MAINTAIN AT LEAST TWO TYPE 2A10 BC FIRE EXTINGUISHERS ON SITE DURING CONSTRUCTION. 20. ALL MECHANICAL, ELECTRICAL AND PLUMBING ITEMS ATTACHED TO OR PENETRATING THE EXTERIOR WALL TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 21. INSTALL AN ACTIVE RADON MITIGATION SYSTEM AND TEST PERIODICALLY FOR RADON GAS. LEGEND FIRE ALARM STROBE SIGNAL HFIRE ALARM HORN/STROBE OF FIRE ALARM MANUAL PULL SD SMOKE/CARBON MONOXIDE DETECTOR HD HEAT DETECTOR (MECH RM) OWIRELESS NURSE CALL NC (COMPUTER CONTROL IN OFFICE) RECESSED FIRE EXTINGUISHER CABINET - TYPE 2A10 BC ® ELEC. WALL HEATER - W/THERMOSTAT APPLIANCES SUPPLIED BY OWNER: 15 TOTAL - INDICATED BY HATCH 1 DISH WASHER 2 REFRIGERATOR 2 FREEZERS 3 COUNTERTOP MICROS (2 DINING RM - 1 KITCHEN) 1 ELECTRIC RANGE 1 ELECTRIC UNDER COUNTER OVEN 2 FRONT LOAD WASHER 2 ELECTRIC FRONT LOAD DRYER 1 REFRIGERATOR - UNDER COUNTER (MEDS) NOTE: SOLID SURFACE COUNTERTOPS IN KITCHEN & DINING. BULL NOSE LAMINATE COUNTERTOPS ALL OTHER AREAS. VISION LINK WIRELESS NURSE CALL SYSTEM TO BE INSTALLED BY CONTRACTOR. GENERAL SITE NOTES: 1. VERIFY EXACT SIZE OF RECESSED ROLL -IN SHOWER AND TRANSFER SHOWER BEFORE POURING SLAB AND INSTALLING STUDS AND GWB. 2. ATTIC ACCESS HATCH SHALL BE 1 -HR RATED, SELF CLOSING & U.L APPROVED. 3. ALL OPERABLE WINDOWS THAT MAY BE USED FOR VENTILATION WILL BE EQUIPPED WITH 16 MESH SCREENS. WAC 388-78A-3000 4. PROVIDE MECHANICAL VENTILATION TO THE OUTSIDE FROM THE TOILET ROOMS AS PER THE WAC 388-78A 3030. 5. PROVIDE MECHANICAL VENTILATION TO THE OUTSIDE FROM THE LAUNDRY, MAINTENANCE & HOUSE KEEPING PER WAC 388-78A 3040, 3090 & 3110. 6. PROVIDE A SOAP AND PAPER TOWEL DISPENSOR AT EACH HAND WASH SINK AND LAVATORY. 7. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE ORDERING MATERIALS OR BEGINING WORK. REPORT ALL INCONSISTANCES PRIOR TO PROCEEDING WITH WORK. NOTES: HATCHED APPLIANCES SHALL BE SUPPLIED BY OWNER. PROVIDE A UTILITY SINK WITH A 3" DRAIN AND FAUCET WITH SPRAY HEAD AS EQUIVALENT FOR THE CLINICAL SINK. BATTERY BACKED EMERGENCY EXIT LIGHTING BATTERY BACKED EXIT SIGN 1 FLOOR PLAN A2.0 O 208" 594" 10'8" SCALE: 3/16" = 1'-0" 7,274 sf r REVISIONS p W <C I.I_ r > J U O U I.I. W W Z z 0 W W o 1 1 1 �n V J C �M O O U W W Co Qr N 1.934 REGISTERED ARCHITECT ' JAMES A.. McARTNUR,IR, STATE OF WASHINGTON f/- -lc -tel 5 SHEET TITLE: FLOOR PLAN DRAWN BY: LJS PROJECT: 15:23 DATE: 8/3/2015 SHEET NO. A2.0 VENT. TYP. YR ARCHITECTURAL 4POSITION ROOFING YL 4040 SLIDER- ULATED/ V -E (0.30), TYP. S-0" YL SIDING 4" LA YL TRIM CORNERS OPENINGS RISER R00 FINISH GRADE :P BOTTOM OF FTG BELOW GRADE "-- I LE VEN 2'8" SILL HEIGHT West Elevation A3.1 O 4' 8' 16' SCALE: 1/4" = 1'-0" EXISTING ROOF RIDGE VENT COMPOSITION ROOFING VINYL SIDING 4" LAP VINYL TRIM @ CORNERS SAND OPENINGS FINISH GRADE L — — _ _ _ _ _ I _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ —1 KEEP BOTTOM OF FTG 100 WATT EQUIVALENT LED LIGHT � 24" BELOW GRADE ON PHOTOCELL TYP. South Elevation O 4' 8' 16' SCALE: 1/4" = 1'-0" RIDGE VENT. TYP. —� FINISH GRADE VINYL SOFFIT BELOW STICK FRAMED TRUSSES. COMPOSITION PRE MANUF GABLE I I I //VINYL SHAKES OVER7 ROOFING END TRUSS. y�-II-�\ R-42 INSULATION PRE MANUF. TRUSSES ® 24' O.C. 5/6'GWB OVER B VAPOR B�ARRIER. TYP. 11 -ii ® r 04 TIMBERS. SEALED. FINISH SIDING OVER BUILDING WRAP OVER 7/16" OSB SHEATHING AWNING DETAIL 1 SCALE: 1/27 = 1'-0" BOLT. TTP. REVISIONS ® Q J � J j J J Q ~ Lu w Z � W Lu Q O Lu H con 0- U) ✓~'' c� UO W. ~ O Z � r a >AN p �0) o' 1;H U a 7994 REGMTEREO ARCHITECT JAMES,, A4�. STATE OF WASHINGTON Y 4 -ze('� SHEET TITLE: ELEVATIONS DRAWN BY: LJS PROJECT: 15:23 DATE: 8/3/2015 SHEET NO. AW I `Q ' /// /� zm/m/m/j f O FINISH GRADE EXISTING ROOF RIDGE VENT COMPOSITION ROOFING VINYL SIDING 4" LAP VINYL TRIM @ CORNERS SAND OPENINGS FINISH GRADE L — — _ _ _ _ _ I _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ —1 KEEP BOTTOM OF FTG 100 WATT EQUIVALENT LED LIGHT � 24" BELOW GRADE ON PHOTOCELL TYP. South Elevation O 4' 8' 16' SCALE: 1/4" = 1'-0" RIDGE VENT. TYP. —� FINISH GRADE VINYL SOFFIT BELOW STICK FRAMED TRUSSES. COMPOSITION PRE MANUF GABLE I I I //VINYL SHAKES OVER7 ROOFING END TRUSS. y�-II-�\ R-42 INSULATION PRE MANUF. TRUSSES ® 24' O.C. 5/6'GWB OVER B VAPOR B�ARRIER. TYP. 11 -ii ® r 04 TIMBERS. SEALED. FINISH SIDING OVER BUILDING WRAP OVER 7/16" OSB SHEATHING AWNING DETAIL 1 SCALE: 1/27 = 1'-0" BOLT. TTP. REVISIONS ® Q J � J j J J Q ~ Lu w Z � W Lu Q O Lu H con 0- U) ✓~'' c� UO W. ~ O Z � r a >AN p �0) o' 1;H U a 7994 REGMTEREO ARCHITECT JAMES,, A4�. STATE OF WASHINGTON Y 4 -ze('� SHEET TITLE: ELEVATIONS DRAWN BY: LJS PROJECT: 15:23 DATE: 8/3/2015 SHEET NO. AW VT. TYP ARCHITECTU 3ITION ROOF EXISTING -040 SLIDER FED/ (0.30), TYP. RIM CORNERS ENINGS FINISH GRADE FINISH GRADE DTTOM OF FTG .0W GRADE THE OPENING SHALL BE LAYERED WITH 5/8" GYPSUM BOARD TO MAINTAIN THE 30 MIN. RATING. FIELD VERIFY DEMISIONS OF WALL HEATER AND FIRE EXTINGUISER PRIOR TO FRAMING. 2x PLATE 5/8" GYPSUM BOARD TYP. 5/8" GYP. BOARD GLUED TO 5/8" I GYP. BOARD ON OPPOSITE FACE. 5/8" GYPSUM BOARD BEYOND 2x6 SILL ® 36" A.F.F. Rated Opening @ F.E.C. & Wall Heater O 1 ' 2' 4' SCALE: 1-1/2" = 1'-0" SEE WINDOW SCHEDULE ON A2.1 FOR SILL HEIGHTS. TYPICAL HEAD HEIGHTS OF WINDOWS SHALL BE 6'8". RIDGE VENT. VINYL SHAKE SIDING AT GABLES COMPOSITION ROOFING VINYL SIDING 8" LAP/ ABOVE 10 BELLY BAND VINYL 5040 FIXED INSULATED/ LOW -E (0.30), TYP. VENTED SOFFIT CONTINUOUS. TYP:-- VIN YL YPVINYL SIDING 4" LAP VINYL TRIM CORNERS-- AND ORNERS:AND OPENINGS CULTURED STONE___ 36" WAINSCOT FINISH GRADE KEEP BOTTOM OF FTG 24" BELOW GRADE 2'8" SILL HEIGHT mvvlvllvv VlIIN I II_L VI-I\LV ♦l I I\VIVI FROM WALL AND CENTERED ON DOOR/WINDOW. RE: 1/A3.1 NO STEP SHALL BE PROVIDED AT DOORS, PATIOS OR SIDEWALKS. GRADE SHALL BE FLUSH WITH DOOR PADS, PATIOS OR SIDEWALKS. GRADE SHALL HAVE POSITIVE SLOPE AWAY FROM BUILDING. East Elevation O 4' 8' 16' SCALE: 1/4" = 1'-0" 100 WATT EQUIVALENT LED LIGHT ON PHOTOCELL TYP. North Elevation O 4' 8' 16' SCALE: 1/4's = 1'-0" FINISH GRADE REVISIONS O Q u- �. pit� J � J Q ~ Lu W z o_ W O Lu W f --i a:. n Cl) Cy) O � W ~ O �N � 3�3 Lu0 t� U • L ti �� 1934 J�JGJSi FRED ' ARCHITECT JAMES A. McARTHUR, JR. STATE OF WASHINGTON X* --Zeq- SHEET TITLE: ELEVATIONS DRAWN BY: LJS PROJECT: 15:23 DATE: 8/3/2015 SHEET NO. A3.0