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HomeMy WebLinkAboutLarge Format,SITE FLAN SCALE: I" = 100'-0" 99 i0o YEAR SLOW 101, 102 i 03J qG COUNTY AD CURB CUTS AT FILTER. STRIP AT 1'-6" O.C. i MEET AND MATCH NEW 0 ASPHALT PAVING WITH EXISTING ASPHALT ACCESS ROAD GITY OF RENTON ACCESS ROAD �vICT1Al/ Aa=L-[Al T PARTIAL DRAINAGE FLAN SCALE: 1" = 20'-0" LEGEND - — — — — — — — - ROOF DOWNSPOUT TIGHTLINE --— — — — — —- FOOTING DRAIN o DOWNSPOUT/CLEANOUT EXIST CONTOUR NEW CONTOUR �09 VICINITI' MAP NO SCALE is A55E SSOR' 6 FARCE L No: 16 2 3Oa912I OcJ LEGAL DESCRIPTION: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION I&, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., CITY OF RENTON, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 89'01'lro" EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 68333 FEET, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'04'13" EAST, A D15TANCE OF 363B3 FEET; THENCE SOUTH 89'03'38" EAST, A DISTANCE OF 643 FEET, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH 01'00'49" WEST ALONG SAID EAST LINE, A DISTANCE OF 363.96 FEET TO THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 89'01'16" WEST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 6433(o FEET, TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. FROJE CT NARRATIVE: 5TOP11 WATER DETENTION 15 REQUIRED BY THE CITY OF RENTON FOR TH15 PROJECT. ALL SURFACE WATER WILL BE DETAINED ON SITE AND INFILTRATED, WHICH WILL NOT IMPACT WATER DOWNSTREAM. THE INFILTRATION POND WILL PROVIDE SOME WATER QUALITY TREATMENT THROUGH THE SURFACE SOIL AND VEGETATION. A FILTER STRIP WILL ALSO BE PROVIDED AS THE WATER QUALITY FACILITY TO REMOVE POLLUTANTS BY FILTRATION THROUGH GRA55 BLADES. ROCF DF-4, NS AND FO,,)TING DRAINS WILL BE CONVEYED TO THE ON -SITE INFILTRATION POND SEPARATELY. THE DR.iVEW'AY W!_L HE SLOPED 70 ALLOW SHEE7 FLOW OF THE STORM WATER RUNOFF TO THE FILTER STRIP. (REFER TO REPORT FOR MORE INFORMATION.) SITE DATA: SITE AREA: 222044 SF IMPERVIOUS► SURFACE AREA: 16,832 5F PERCENT OF LOT COVERAGE: 5B 9, GRADING AREA: 421-1& 5F PLANTING AREA: 1400 5F 0 0 0 zp z N 0 ow oz CL r 0 C 0 N O O CD M Z C I r III �-I O C Cn N � N 3 cNp 00 Q O O O 0 14N 00 CI =V� o - )L� o z 9 u� GENERAL NOTES: STORM DRAINAGE I. ALL WORD AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST10 EDITION. 2, EXISTING SITE BOUNDARY, TOPOGRAPHIC INFORMATION, AND UTILITIES ARE BASED ON A SURVEY BY HEBRANK, STEADMAN E ASSOCIATES, P.S., DATED JULY 2000. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 4. ALL 5TOR"1 DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER. ENGINEER AND APPROPRIATE PUBLIC AGENCIES. � � n t c (� c i^^� c0 u c:, a G ACC, O-. rt--. Z. 5. IT SHALL EE THE SCE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PER"1175 PRIOR TO ANY CONSTRUCTION ACTIVITY. �. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S Z RESPONSIBILITY TO VERIFY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION. 7. UNLESS OTHERWISE NOTED ON THE PLAN, STORM DRAIN AND SANITARY SEWER PIPE SHALL BE ONE OF THE FOLLOWING: CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS. - A_ PVC - B. HDPE - HIGH -DENSITY POLYETHYLENE DUAL WALL CORRUGATED PIPE WITH AN INTEGRALLY Lu FORMED 51`"COTH INTERIOR TO THE REQUIREMENTS OF AA5HTO M-294 TYPE S. PROVIDE PVC CONNECTICNS WITH RUBBER SEALS. Lu a. ALL PIPE BEDDING SHALL BE APWA TYPE 'F' FOR FLEXIBLE PIPE (I.E. PVC, SMP OR ADS). U 9. ALL R/D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH O ALL CONSTRUCTION ACTIVITY UNLE55 THAT ACTIVITY EXCEEDS THE CAPACITY AND INTENT OF THE ® �— EROSION/SED"'IENTAT'CN CONTROL FACILITY OR UNLESS OTHERWISE APPROVED BY THE CITY. 10. 510-FILTRA7ION 511J.:-ES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED, BEDDED OR SEEDED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ASPHALT PAVING. THE VEGETATION IN THE FILTER STRIP ri'ue"r BE ESTABLISHED. V ! ALL REQUIRED STC`c"' DRAINAGE FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO THE INSTAL_LATICN OF ANY NEW FAVING UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON ENGINEERING DEPARTMENT. ao > J' 12. ALL STCR ! CRAIN A ND ipCWNSPOUT CLEANOUT5 SHALL BE EXTENDED TO FINISHED GRADE, AND CLEAN0l.75 IN PAVED AREAS SHALL BE FITTED WITH TRAFFIC BEARING COVERS. 13. EROSION / SEDIMENTATION AND POLLUTION CONTROL MEASURES SHALL BE PROVIDED, � MAINTAINED AND/CR REPLACED AS NECESSARY, BY THE CONTRACTOR UNTIL c; CONSTRUCTION IS C'FLE7ED. O'" or ALL INFORIATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF 1 PACIFIC EW-3INEERING TECI-NOLC*dES, INC. Q) © COPYRIGHT 20M W 0 w 0 N W w a i1S O z nl E:\2000\20114\20114C1 (240) Job No. 2KII4.00 601T-00-� -t5. UTILITY TREK(--H KUU I =: — — — — — AREA TO BE GRADED: — — SITE FLAN SCALE: I" = 100"C'' � k \ n n\ ter , • AA! Mdn) 00 05 0 r2; qG COUNTY AD ACCESS) L z 99 100 101 102 03 I I I iO4 EXISTIW3 UNDEVELOPED VEGITATION TYPICAL 105 Oro 10" b8 - NEW PLANTING EXT. LTG. FIXTURE / �aT�IP-�1400SF.) ON PHOTO -CELL w zl BUILDING; AREA J eC300 5F w w 0 � 0 SLAB ELEVATION z z Oi 111 � Q � Q * �I W 0 Z lift O U NEW PLANTING EXT. LTG. FIXTURE ' CIA STRIP 1400 SF ON PHOTO -CELL 0 NEW (2) ASPHALT PAVING 9' 9' MEET AND MATCH NEW 10 ASPHALT PAVING WITH EXISTING 8 10� OP �,Oa ASPHALT ACCESS ROAD 04 CITY OF RENTON ACCE5S ROAD I EXISTING ASPHALT (NO PUBLIC ACCESS) ROAD TO REMAIN I PARTIAL 51TE FLAN W7) LEGAL DESCRIPTION: THAT PCRTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 813'01'lro" EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 68333 FEET, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01"04'13" EAST, A DISTANCE OF 36353 FEET; THENCE SOUTH OS*03'38" EAST, A DISTANCE OF 643 FEET, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH 01°00'49" WEST ALONG SAID EAST LINE, A DISTANCE OF 363.S6 FEET TO THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 89'01'16" WEST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 64336 FEET, TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. E M7>;i 'r 1 : �,3•..:_ s �{ie fi S ( �r.1. NE i �k -s£ 4TN $T ! Ima s sc�jtnl fx I 1. s O t wN sM SE ; . 2 SITE 5 i4kil e I i6Fi � 7.7o 6 t: 41 �fCINIT�r' r'1AP � a NO SCALE -o N A55E550R'5 FARCEL No: 162305cJ71013 Z a —>` O s✓ N O — O INDEX TO DRAWINGS,. z� E I w Al ARCHITECTURAL S1'E PLAN AND PROJECT INFORMATION `� N �m A2 ARCHITECTURAL FLOOR PLAN ¢ C) 0 A3 ARCHITECTURAL bJiiLDINCz ELEVATIONS o C1 CIVIL SITE PLAN AND PROJECT STORM DRAINAGE INFORMATION CDa'N �o D Z fi ROJECT NARRATIVE: CONSTRUCT NEW WAREHOUSE FOR POLICE EVIDENCE STORAGE AND ASSOCIATED PAVING bJ FOR VEHICLE CIRCULATION AND PARKING. CONSTRUCT INFILTRATION POND AND FILTER STRIP FOR ON SITE STORM WATER TREATMENT. 0 SITE DATA, •G•�--+ SITE AREA: 222044 OF ^ 1 IMPERVILOUS SURFACi= AREA. 15,832 SF PERCENT OF LOT COVERAGE: 85% • GRADING AREA: 42-11ro SF PLANTING AREA: 1400 SF 5UILDING DATA: •b ZONING: LIGHT fNDUSTRIAL (P), AQUIFIER PROTECTION ZONE 2. rT1 DEVELOPMENT STANDARDS: MAX. BUILDING HEIGHT = 50'-0" 22'-6" PROVIDED �y (CITY OF RENTON) BUILDING SETBACKS STREET PROPERTY LINE = 15' — 50'-01, PROVIDED SIDE AND REAR YARDS = 20' — 20'-6" PROVIDED TYPE: I I -N OCCUPANCY: 5-1 WAREHOUSE (DEAD STORAGE) A J o W C~_1 BASIC ALLOWABLE AREA: 12,000 SF. Li z AREA PROVIDED: 9,909 SF. w u m 3 G<aR+GING REQUIRED: DEAD STORAGE 0 REQUIRED a a PARKING AREA: 2 PROVIDED W 9x20x2=3&0 SF M Q SCREENING: 15' WIDE VISUAL LANDSCAPING VISUAL BARRIER G ', REQUIRED. EXISTING FORESTED GREEN BELT PROVIDES THE VISUAL BARRIER GENERAL FIRE PROTECTION NOTES: 1. FLAMMABLE AND COMBUSTIBLE OR HAZARDOUS MATERIALS WILL BE STORED IN NFP A APPROVED LIQUID STORAGE CABINETS. THE AMOUNT OF FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL NOT EXCEED THE AMOUNT ITS INDICATED IN TABLE 7902B-A, GENERAL INFORMATION z 1. DO NOT SCALE DRAWINGS, 2. VERIFY ALL GRADES AND EXISTING CONDITIONS AT THE SITE BEFORE —1 PROCEEDING WITH THE WORK 3. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE J.0 COMPLETELY PROVIDED AS IF DRAWN IN FULL. Q) }— 4. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY OTHERS, 5. ALL VENTILATION OPENINGS SHALL BE SCREENED. 6. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN Z�` ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTIONS AND U Q 3 RECOMMEND AT I CANS. "l. GENERAL CONTRAC-TOR SHALL GUARANTEE ALL MATERIALS AND Z WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL Ju ACCEPTANCE BY OWNER V 8. ALL WORK PERFGR"1ED SHALL COMPLY WITH CITY OF RENTON FIRE U MARSHAL'S REQLiREMENTS. O d� e. INSTALL FIRE EX` G;UISHERS AND CABINETS PER NF.P.A. OR AS DIRECTED F� cl, O BY FIRE MAReHAI-. �O o s+— w 10. ALL ELECTRICAL ILJORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL 0-- W AND STATE 0ASHINGTON AND CITY OF RENTON REQUIREMENTS. � CODE �C (TO BE FILED 'UNDER SEPARATE PERMIT) I1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PDURING PERIORMANCE OF THE WORK THIS REQUIREMENT WILL \ J` XROPERTY APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 12. THE REQUIRED AND/OR IMPLIED DUTY OF THE ENGINEER/ARCHITECT TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S 1 SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. OF ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF 3 PACIFIC EWSINEERING TECHNOLOGIES, INC. © COPYRIGHT 2002 "' Job No. 2K11400 (2) SNT MT_ - SC DOWNSPOUT STRAP at V - O.G. MAX. DO WNSPOUT 1 SCALE: 3" = 1'-0" 1"xl/S" R15 MASTIC IRA<E Tip I1 l SCALE: 3" 3/4" r-L I ON I/8" FURRING CHANNEL "IONAL: SNT MTL at 4'-0" O.C. WASHER) OWNSPOUT ''x4) s) I/8" 4, POP RI VETS SELF -DRILLING= SCREWS (W/ WASHER) EA. PURLIN DOOR JAMB TRIM EXT, DOOR JA1,15 0 SCALE: E:\2000\201 14\201 14;-,2a (96) RAKE TRIM SNT MTL SCREW at 3'-0" O.G. SELF -DRILLING SC at 4'- 0" O.G. (NO WASHER) 8 3/4" DOOR JA115 PROVIDE MTL TRIM 2x2 SHEET METAL BREAK SHAPE A-i EXPOSED PLYWOOD EDGE GUTTER STRAP at V-0" O.C. EAVE GUTTER SCALE: 3" = 1' -0" SHT MTL SCREW EAGI-4 END GUTTER SHT MTL SCREWS at 3'-0" O.G. SELF -DRILLING SCREWS at 4'-0" O.C. (NO WASHER TYP.) 0 OVERHEAD DOOR JAMB TRIM 6' a OVERHEAD DOOR 0 JAMB CAP 4 I/8" FURRING CHANNEL W (L N m OVERHEAD DOOR TRACK JAMB FIRE TREATED PLY'WD SEE SCHED. W/ SHEET METAL BREAK SHAPE SEE DET. 5 OVERHEAD DOOR JAMS SCALE: 3" = 1'-0" HEADER PANEL CAP l2) SELF-DRIL&-.� SCREWS at 4'-0" O.G. (NO WASHER) CA SCALE: 3" = 1'-0" 12" 12" HEADER CAP TYPICAL Sf D (NCB PROFILE 0 SCALE: 3" = 1'-0" 4 5 SPACES Ar 22'-0'' 0 z Z e -4 3 Q ? a U-i O Z U - Q Q L O c N CD —O O p d' Cc,)�--- O z cry r<t� •— I I I I m pp Q N ° CD cD 0 C. 0 0 N N a0 x a� •c o o .E 0- p 3-m-rJ 4—I v U � • rl C� "w W W N n ~ ,f Q r e� I I 23'-11/2' I1'-0" 10'-0" -0" 10'-0" 16'-81/2' FL-OOR FLAN ® w i-- SCALE: 1/S" = 1' - 0" ® —1 U.l t` LL w U p� � n0 w O U o 0 A 2 OF ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. f © COPYRIGHT 2002 1 Job No. 21<114.00 RIDGE HEIGHT SOUTP ELEVATION SCALE: I/8" = V-0" F A RIDGE HEIGHT HED )R LINE ODE LINE NCRT}4 ELEVATION &GALE: I/8" = 1'-0" 6 5 4 3 2 ROOF RI E METAL BUILDING 22 � '-roll 1 T 1' 0' RAKE FASCIA AND I TRIM12 j METAL SIDING, TYP. 12o x 10 ROLL UP DOOR WEST ELEVATION SCALE: 1/8" = 1'-0" 1 2 � 6 4 5 ROOF RI E 22'-6" METAL BUILDING EL. 130-O'l RAKE FASCIA AND i12 TRIM SLOPE ASPHALT PAVING UP TO OVERHEAD DOORS AND CONCRETE STOOP 12'x IS ROLL UP DOOR METAL BUILDING STANDARD HOLLOW METAL MAN DOOR TYP. EAST ELEVATION &GALE: 1/6" = V-0" 6x10 ROLL UP DOOR RIDGE HEIGHT 22'-roll EL. 1300' EXTERIOR WALL ASSEMBLY: PRE -FINISHED METAL SIDING R-11 VINYL FACED INSULATION S 1/2" STEEL GIRTS at t4'-O" O.C. PERF. PERIMETER FNDN. DRAIN AND TIGHT LINE ROOF DRAIN TYPICAL R-10 RIGID PERIMETER FOUNDATION INSULATION DOWNSPOUT CONNECT TO TIGHT LINE TYPICAL FINISHED FLOOR LINE EL. IOIB' GRADE LINE FINISHED FLOOR LINE EL. 101B' EL, 106.8' GRADE LINE SLOPE ASPHALT PAVING UP TO OVERHEAD DOORS ®®� ROOF ASSEMBLY: -®` PRE -FABRICATED METAL ROOF PANELS R-19 VINYL FACED MTL BLDG IN5ULATION PRE-ENGINEERED RIGID METAL PURL INS STEEL FRAME (SEE MTL BLDG MANUFACTURED DRAWINGS) REINFORCED CONCRETE SLAB W/ STEEL TROWEL FINISH (SEE STRUCTURAL) 5UILDING SECTION SCALE: I/4" =1' -0" DOOR JAMBS MIN. iv i P: 1/2" 31/2" 3 1/2" DOOR WIDTH + 5" AT WALK IN DOOR DOOR WIDTH + 1" AT O/H DOOR SECTION SCALE: 3/4" = 1'-0" SLOPE DOWN 1" AT O/H DOORS r 1 1/2" 1/2" A.B. DOOR 5C�4EDULE DOOR OOR DOOR FAME R REi"i 4�KS WIDTH HEIGHT THICK. TYPE MAT'L FINISH LABEL MAT'L FINIS+- 1 3'-0" -1'-0" 1 3/4" A HM PT -- HM PT LOCK SET, WEATHER STRIPING 2 12'-0" 10'-0" B STL FACT -- STL PT ELECTRIC OPERATION 3 8'-0" 10'-0" $ STL FACT -- STL PT MANUAL OPERATION 4 8'-0" 10'-0" B STL FACT -- STL PT MANUAL OPERATION 5 3'-0" 7'-0" 1 3/4" A HM PT -- HM PT LOCK SET, WEATHER STRIPING METAL BUILDING STANDARD MAN DOOR DOOR SCHEDULE ABBREVIATIONS: FACT. FACTORY APPLIED FINISH HM HOLLOW METAL PT PAINT STL STEEL ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2002 1>1 N q 3� v "4 a o z U Q s 0 c N O d O O Lo Zo� C'M I� — I I I I CN p0 ?� co N00 NOD (co" aj m (O t0 O Co0CD X p N N O O .E ; O o O SIC p Z bV r w V) w c a� C w 0 U A.3 or 3 a� s V) �m C X E:\2000\20114\20' . �A3a (96) 99 100 YEAR -BELOW !01 102 103 10-4 05 IG COUNTY �D 99 100 101 102 OIU SLL// SSLL// SSLL// 103 10-4 105 10ro 107 4I Ij II I+ II II _ I I II �II - — —i� 5U LD I G AFREA I e(-300 5F i I I I 5LA5 ELEVATION i l � I � 10�1.�✓ I I II II ti II I I 1 it l I I �I l NEW ASPHALT PAVING 66 CURB PROVIDE CURB CUTS AT FILTER STRIP AT I'-ro" O.C. 0 EXISTING ASPHALT ROAD TO REMAIN (2) 7� 54' - 0" l MEET AND MATCH NEW 110 ASPHALT PAVING WITH EXISTING 0 109 ASPHALT ACCESS ROAD CITY OF RENTON ACCE65 ROAD PARTIAL DiRA1NAGE PLAN&� SCALE: 1" = 20'-0" LEGEND - — — — — — — — - ROOF DOWNSPOUT TIGHTLINE --— — — — — —- FOOTING DRAIN O DOWNSPOUT/CLEANOUT EXIST CONTOUR NEW CONTOUR L W 0 CL o� i ...... ��2r»� F_^ VICINITY tlAf= NO SCALE A55E550fR'5 fi- ARGEL No: 1&230E�9121013 LEGAL DE5CRIFTION: TWAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., CITY OF RENTON, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, THENCE SOUTH 89*01'16" EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 68333 FEET, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'04'13" EAST, A DISTANCE OF 36353 FEET; THENCE SOUTH 813'03'38" EAST, A DISTANCE OF 643 FEET, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH 01'00'49" WEST ALONG SAID EAST LINE, A DISTANCE OF 363.96 FEET TO THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 89'011ro" WEST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 64336 FEET, TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. PROJECT NARRATIVE: STORM WATER DETENTION IS REQUIRED BY THE CITY OF RENTON FOR THIS PROJECT. ALL SURFACE WATER WILL BE DETAINED ON SITE AND INFILTRATED, WHICH WILL NOT IMPACT WATER DOWNSTREAM. THE INFILTRATION POND WILL PROVIDE SOME WATER QUALITY TREATMENT THROUGH THE SURFACE SOIL AND VEGETATION. A FILTER STRIP WILL ALSO BE PROVIDED AS THE WATER QUALITY FACILITY TO REMOVE POLLUTANTS BY FILTRATION THROUGH GRASS BLADES. ROOF DRAINS AND FCOTING DRAINS WILL BE CONVEYED TO THE ON -SITE INFILTRATION POND SEPARATELY. THE Df:IVEWAY WILL BE SLOPED TO ALLOW SHEET FLOW OF THE STORM WATER RUNOFF TO THE FILTER STRIP. (REFER TO REPORT FOR MORE INFORMATION.) 517E DATA: ® SITE AREA: 222,844 SF IMPERVIOUS SURFACE AREA: 15,532 SF PERCENT OF LOT COVERAGE: 8.5 % GRADING AREA: 42-1-16 SF PLANTING AREA: 1400 SF z° Z N W 2 z U 5 �® Q -� O N L 0 0� O .-- O CDH O �� s l .5 rn t, I l D y 0 0NONCNO Or0 Q O OOO l ; yo N N_00 O o O Z tT GENERAL NOTES: STORM D fRA INAG z 4 1 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF 0- RENTON STANDARD SPECIFICATIONS AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST EDITION, 2. EXISTING SITE BOUNDARY, TOPOGRAPHIC INFORMATION, AND UTILITIES ARE, BASED ON A SURVEY BY HEBRANK, STE,ADMAN 4 ASSOCIATES, P.S., DATED JULY 2000. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. z 4. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER 0Q ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 5, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. ui �-- 6. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY U Z --� LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION. r ` 1. UNLESS OTHERWISE NOTED ON THE PLAN, STORM DRAIN AND SANITARY SEWER PIPE SHALL BE ONE OF THE FOLLOWING: !-_t -r u- A. PVC - CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS. B. HDPE - HIGH -DENSITY POLYETHYLENE DUAL WALL CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF AASNTO M-294 TYPE S. PROVIDE PVC CONNECTIONS WITH Lu RUBBER SEALS. lJ 8. ALL PIPE BEDDING SHALL BE APWA TYPE "F' FOR FLEXIBLE PIPE (I.E. PVC, SMP OR ADS). 9. ALL R/D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH _j 0 ALL CONSTRUCTIO,y ACTIVITY UNLESS THAT ACTIVITY EXCEEDS THE CAPACITY AND INTENT OF THE EROSION/SEDIMENTATION O }— CONTROL FACILITY OR UNLESS OTHERWISE APPROVED BY THE CITY. n iL 10. 510-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED, BEDDED OR SEEDED uj AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ASPHALT PAVING. THE VEGETATION IN THE O FILTER STRIP MUST BE ESTABLISHED. - 11. ALL REQUIRED STORM DRAINAGE FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO THE INSTALLATION Z OF ANY NEW PAVING UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON ENGINEERING DEPARTMENT. A 12 ALL STORM DRAIN ANCL w D DOWNSPOUT CLEANOUTS SHALL BE EXTENDED TO FINISHED GRADE, AND CLEANOUTS IN PAVED AREAS SHALL BE FITTED WITH TRAFFIC BEARING COVERS. 13. EROSION / SEDIMENTATION AND POLLUTION CONTROL MEASURES SHALL BE PROVIDED, MAINTAINED AND/OR REPLACED AS NECESSARY, BY THE CONTRACTOR UNTIL CONSTRUCTION IS COMPLETED. G I Im C SITE FLAN SCALE: 1" 100'-0" E:\2000\20114\20114C' (240) or - ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2002 Job No. 2K114.00 1 F A NORTH ELEVATION SCALE: 1/8" = 1'-0" 6 5 4 3 ROOF RI E 22'-90" I EL, 130.0' 12 METAL SIDING, TYP. 12'px 10 ROLL UP DOOR WEST ELEVATION SCALE: 1/8" = 1'-0" METAL BUILDING RAKE FASCIA AND TRIM 2 i RIDGE HEIGHT RIDGE HEIGHT 30.0' HED )R LINE �5i.5' 4DE LINE I 2 3 6 4 5 i ROOF RI i E METAL BUILDING 221-9,11 EL 30.0 RAKE FASCIA AND TRIM 12 lr SLOPE ASPHALT PAVING UP TO OVERHEAD DOORS AND CONCRETE STOOP 12'x 10 ROLL UP DOOR METAL BUILDING STANDARD HOLLOW METAL MAN DOOR TYP. EA5T ELEVATION SCALE: 1/8" = 1'-0" 8x10 ROLL UP DOOR RIDGE HEIGHT 22'-(0" EL. 130.0' 18' -0" EXTERIOR WALL ASSEMBLY: PRE -FINISHED METAL SIDING R-11 VINYL FACED INSULATION 8 1/2" STEEL GIRTS at t4'-0" D.G. PERF. PERIMETER FNDN. DRAIN AND TIGHT LINE ROOF DRAIN TYPICAL R-10 RIGID PERIMETER FOUNDATION INSULATION DOWN1cPOUT CONNECT TO TIGHT LINE TYPICAL FINISHED FLOOR LINE EL. 1015' GRADE LINE FINISHE D FLOOR LINE EL. 1075' -� EL. 106.8' -GRADE LINE SLOPE ASPHALT PAVING UP TU OVERHEAD DOORS -� ROOF ASSEMBLY - PRE -FABRICATED METAL ROOF F'ANELS R-19 VINYL FACED MTL BLDG INSULATION PRE-ENGINEERED RIGID METAL PURLINS STEEL FRAME (SEE MTL BLDG MANUFACTURED DRAWINGS) REINFORCED CONCRETE SLAB W/ STEEL TROWEL FINISH (SEE STRUCTURAL) 5UILDING SECTION SCALE: 1/4" =1' -0" DOOR JAMBS _ 1'-0" _ MIN. r � i L::j __ 1/2" 31/2" 3 1/2" DOOR WIDTH + 5" AT WALK IN DOOR DOOR WIDTH + 1" AT O/H DOOR 5ECTION SCALE: 3/4" = I'-0" —{ SLOPE DOWN I" AT O/H DOORS �11/2" yl �� 1/2' ° A.B. DOOR SCHEDULE DOOR DOOR FRAi �fE RE I I AR<S WIDTH HEIGHT THICK- T`t'f=E MAT'L FINISH LABEL MAT'L FINISH 1 3'-0" i'-0" 1 3/4" A HM PT -- HM PT LOCK SET, WEATHER STRIPING 2 12'-0" 10'-0" B STL FACT -- STL PT ELECTRIC OPERATION 3 8'-0" 10'-0" B STL FACT -- STL PT MANUAL OPERATION 4 at-oil10'-0" B STL FACT -- STL PT MANUAL OPERATION 5 3'-0" i'-0" 1 3/4" A HM PT -- HM PT LOCK SET, WEATHER STRIPING METAL BUILDING STANDARD MAN DOOR DOOR SCHEDULE A55REVIATIONS: FACT. FACTORY APPLIED FINISH HM HOLLOW METAL PT PAINT STL STEEL c ,^r/T A O N `l p Z 4 N `l .0 1 a o 2 v o = 8 c N O� 8- O 0- U-) non Z�'� 3�i3 a ui � co co 0 a� o �N N a0 X N N N N N N 0E o c N U O z II r�gJ L l uj 11-- U� z z U o Z Q LL Lu uj U �O n0n � Lu U l tZ :1�.1 x O ALL INFORMATION ON THIS DOCUMENT 1:5 THE EXCLUSIVE PROPERTY OF ; PACIFIC ENGINEERING TECHNOLOGIES, INC. s COPYRIGHT 2002 Job No. R3 z W o M W w U �:i,� a- uj E:\2000\20114\20114A30 (96) 01 1 =5 ZND S1�EE1 g'-_ NE NE 2ND STREET \ 101 i I I UTILITY TRENCH I I I i PL S 89'03'40"E ,13.0' LEGEND: PROJECT SITE: - - UTILITY TRENCH ROUTE: - • - • - • - • - • - AREA TO BE GRADED: — — — S 89'01'18"E 61335' SITE FLAN SCALE: 1" = 100'-0" 4t as 100 I0 104 105 �0& EXISTING KING COUNTY ACCESS ROAD (NO PUBLIC ACCESS) r- NEW PLANTING - aTRIP 11�0SF.) NEW PLANTING — STRIP 1400 SF NEW ASPHALT PAVING \ I- .1 A ­ I— A n— I I At -Y ON PHOTO -CELL MEET AND MATCH NEW 110 ASPHALT PAVING WITH EXISTING ASPHALT ACCESS ROAD CITY OF RENTON ACGE5S ROAD (NO PUBLIC ACCESS) fAfR'rlt4L SITE FLAN SCALE: 1" = 20'-0" LEGAL DE5CRIFTION: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNIN:'s AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF TWE NORTHEAST QUARTER; THENCE ",OUTH EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 68333 FEET, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'04'13" EAST, A DISTANCE OF 363.53 FEET; THENCE "OUTH 89'03'38" EAST, A DISTANCE OF 643 FEET, TO THE EAS`' LINE OF SAID SUBDIVISION; THENCE 50UTH 01'00'49" WEST ALONG SAID EAST LINE, A DISTANCEE OF 363.96 FEET TO THE SOUTHEAST CORNER OF SAID SUED I V 18 I ON; THENCE NORTH 89'01'16" WEST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 64336 FEET, TO THE TRUE POINT OF BEGINNING; EXCEPT 1'HE WEST 30 FEET THEREOF. 0 VICINITY MAP NO SCALE ASSE552R'�'� PARCEL No: 162305912-109 INDEX TO DRAWING5: Al ARCHITECTURAL SITE, PLAN AND PROJECT INFORMATION A2 ARCHITECTURAL FLOOR PLAN A3 ARCHITECTURAL BUILDING ELEVATIONS Cl CIVIL SITE PLAN AND PROJECT STORM DRAINAGE INFORMATION FROJECT NARRATIVE. CONSTRUCT NEW WAREHOUSE FOR POLICE EVIDENCE STORAGE AND ASSOCIATED PAVING FOR VEHICLE CIRCULATION AND PARKING. CONSTRUCT INFILTRATION POND AND FILTER STRIP ON SITE STORM WATER TREATMENT_ SITE DATA: SITE AREA: 222,844 SF IMPERVILOUS SURFACE AREA: 18,832 SF PERCENT OF LOT COVERAGE: 65% GRADING AREA: 42-176 SF PLANTING AREA: 1400 SF IBUILDING DATA: ZONING: LIGHT INDUSTRIAL (P), AQUIFIER PROTECTION IZONE 2. DEVELOPMENT STAND/,RDS: MAX. BUILDING HEIGHT = 50'-0" 22'-�o" PROVIDED (CITY OF RENTON) BUILDING SETBACKS STREET PROPERTY LINE = 15' — 50'-0" PROVIDED SIDE AND REAR YARDS = 20' — 20'-6" PROVIDED TYPE: 11-N OCCUPANCY: 5-1 WAREHOUSE (DEAD STORAGE) BASIC ALLOWABLE AREA: 12,000 Sr-. AREA PROVIDED: 9,90'J S.F. PARKING REQUIRED: DEAD STORAGE 0 REQUIRED 2 PROVIDED PARKING AREA: 940x2 =360 SF SCREENING: 15' WIDE VISUAL LANDSCAPING VISUAL BARRIER REQUIREP, EXISTING FORESTED GREEN BELT PROVIDES THE VISUAL BARRIER. GENERAL FIRE PROTECTION NOTES: I. FLAMMABLE AND COMBUSTIBLE OR HAZARDOUS MATERIALS WILL BE STORED IN NFPA APPROVED LIQUID STORAGE CABINETS. THE AMOUNT OF FLAM1~iA5LE AND COMBUSTIBLE LIQUIDS SHALL NOT EXCEED THE AMOUN ITS INDICATED IN TABLE i9025-A, U.F.G. GENERAL INFORMATION 1. DO NOT SCALE DRAWINGS, 2. VERIFY ALL GRADES AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH ?HE WORK 3, REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 4. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY THERS. 5. ALL VENTILATION OPENINGS SHALL BE SCREENED. 6. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITI MANUFACTURER'S SPECIFICATIONS, DIRECTIONS AND RECOMMENDAT I ONr5. 7. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FORA PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY 0WINER. n 0 a � d tQ N G 0 W 0 Z Z B c O' U N 0 N s O � O CD O � � > > p0 C co Op OON N 0 ooQ CV N OO X � ) N N N 1= O s .E a N z U =0R 0 • ri 1••'�1 bb W A J O cl� W Z W� 12� v= m 0 W LD � `\Z 3 Q rz O z 8. ALL WORK PERFORMED SHALL COMPLY WITH CITY OF RENTON FIRE U MARSHAL'S REQUIR;MENTS. :I- O 9. INSTALL FIRE EXTIN3UI5HERS AND CABINETS PER NF.P.A. OR AS DIRECTED BY FIRE MARSHAL. 10. ALL ELECTRICAL SHALL COMPLY WITH THE NATIONAL ELECTRICAL 0 w CODE AND STATE OF WASHINGTON AND CITY OF RENTON REQUIREMENTS. (TO BE FILED UNDER SEPARATE PERMIT) i- U 11. THE CONTRACTOR ;;HALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND DURING PERFORIMANCE OF THE WORK THIS REQUIREMENT WILL } PROPERTY 0 X APPLY CONTINUOU,4LY AND NOT BE LIMITED TO NORMAL WORKING HOURS. z 12. THE REQUIRED ANC/OR IMPLIED DUTY OF THE ENGINEER/ARCHITECT TO CONDUCT Zz C CONSTRUCTION RE\YIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND 4 y IS NOT INTENDED TU INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S 4 1 C' SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. wu-0ao `" cr 1 'a ALL INFORMATION ON THIS DOCUMENT 18 THE EXCLUSIVE PROPERTY OF : PACIFIC EWsINEERWs TECHNOLOGIES, INC. r © COPYRIGHT 2002 c- Job No. 2KI14ZO G.\ )nnn\ )ni 14\ gni 14A1 (240) lk "rICROFII_ME E_CF-Da•-�