Loading...
HomeMy WebLinkAboutLUA02-052 Large Format0 0 �a 100 101 IC2 qa YEAR RFLOW a o r �' 102 103 104 rrm '-o 4G- COUNTY AD 103 104 Got�"TbKr 1p p 1Cry10"1 — — — — — — — — — — ------ II II {I II II I+ II I Ij II ` JI I SLAB ELEVATION! � it I� IL tl II z I� �I z II II O� II II Q II II �I II I New / NEW PNNe- H to IC2) ASPHALT PAVING - (o" CURB PROV!CE CURB CUTS AT FILTER { STRIP AT 1'-6" O.C. 1 07 �n cv EXISTING ASPHALT ROAD TO REMAIN '08 I \ ,- !0� MEET AND MATCH NEW �0 ASPHALT PAVING WITH EXISTING ASPHALT ACCESS ROAD i CITY OF RENTON ACCESS ROAD I PARTIAL DRAINAGE FLAN 4-0.041 LEGEND - - - - - - - - - ROOF DOWNSPOUT TIGHTLINE --- - - - - -- FOOTING DRAIN o DOWNSPOUT/CLEANOUT EXIST CONTOUR NEW CONTOUR 10 VICINITY MAP NO SCALE A55E660R'S PARCEL No: 16230e�912109 LEGAL_ DESCRIPTION: 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: 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 363B3 FEET; THENCE SOUTH 89'03'38" EAST, A D15TANC-E OF 643 FEET, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH 01'00'49" WEST ALONG SAID EAST LINE, A DISTANCE OF 3&3.96 FEET TO THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 89'01'16" WEST ALONG THE SOUTH LINE OF SAID 5UBDIVI5ION, A DISTANCE OF 64336 FEET, TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF. FROJECT NARRATIVE: STORM WATER DETENTION 15 REQUIRED BY THE CITY OF RENTON FOR THIS PROJECT. ALL SURFACE WATER WILL BE DETAINED ON 51TE AND INFILTRATED, WHICH WILL NOT IMPACT WATER DOWNSTREAM. THE INFILTRATION POND WILL PROVIDE SGME 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. RCOF CRA',NS AND Fc7`TING DRAINS WILL BE CONVEYED TO THE CAN -SITE INFILTRATION POND SEPARATELY. THE DRIVEWAY WILL i_E SLOPED TO ALLOW SHEET FLOW OF THE STORM WATER RUNOFF TO THE FILTER STRIP. (REFER TO REPORT FOR MORE INFORMATION.) SITE DATA: 0 SITE AREA: 222044 SF IMPERVIOUS SURFACE AREA: 18,832 SF PERCENT OF LOT COVERAGE: 8.5 % GRADING AREA: 421'ifo SF PLANTING AREA: 1400 5F (V (V cl C Y O ow O oz oa Q 0 c O c N O- O p o D M Z CM i h tt� 1 I I a?•- •- PL/1 0) C N O O .- N N 300 to Q o00 N N O o =Nc: o M N UO O H L0 O z 9 Q) o Ol • rl G W � GENERAL NOTES: STORM DRAINAGE � a nn G 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST ACC; EDITION. - . 2, EX15TING SITE BOUNDARY, TOPOGRAPHIC INFORMATION, AND UTILITIES ARE BASED ON A SURVEY C:Z) BY HEBRANK, STEACP-IAN t ASSOCIATES, P.S., DATED JULY 2000.`. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. c (� 4. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE i^^� APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER. c0 u ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 5. IT SHALL BE TEE 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. w v UNLESS OTHER'w'I5E NOTED ON THE PLAN, STORM DRAIN AND SANITARY SEWER PIPE SHALL BE 0 ONE OF THE FC�LOWING:\- CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS. A. PVC - B. HDPE - HIGH -DENSITY POLYETHYLENE DUAL WALL CORRUGATED PIPE WITH AN INTEGRALLY l L FORMED 51" COTH INTERIOR TO THE REQUIREMENTS OF AASHTO M-294 TYPE S. PROVIDE PVC CONNECTICNS WITH R'-BBER SEALS. L a. ALL PIPE BEDDING SHALL BE APWA TYPE 'F' FOR FLEXIBLE PIPE (I.E. PVC, 5MP OR ADS). U 9. ALL R/D FACILITIES 'WILL BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH -� O ALL CON5TRL;C7ION ACTIVITY UNLESS THAT ACTIVITY EXCEEDS THE CAPACITY AND INTENT OF THE O i- ERO510N/5E::) IENTAT'CN CONTROL FACILITY OR UNLESS OTHERWISE APPROVED BY THE CITY. (� !0. 510-FILTRATION SW -'-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 O FILTER STRIP 1'" 1U5'r BE E STABLI5HED. 1 V 'I. ALL REQUIRED STCR^' DRAINAGE FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR Z TO THE INSTALLATICN OF ANY NEW PAYING UNLESS OTHERWISE APPROVED BY THE CITY OF � wo RENTON ENGINEERING DEPARTMENT. � \i ice/ %` 12. ALL STORM (RAIN AND DOWNSPOUT CLEANOUTS SHALL BE EXTENDED TO FINISHED GRADE, AND CLEAN(' T5 IN PAVED AREAS SHALL BE FITTED WITH TRAFFIC BEARING COVERS. 13. EROSION / SEaIMENTATION AND POLLUTION CONTROL MEASURES SHALL BE PROVIDED, MAINTAINED AND/OR REPLACED AS NECESSARY, BY THE CONTRACTOR UNTIL c CONSTRUCTICN 15 CC PLETED. M 0 N SITE PLAN SCALE: 1" = 100'-0" tt:\Zuuu\Lu i 14\cu i , - \-) ALL INFOWIATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF Q 1 PACIFIC ENGINEERING TECHNOLOGIES, INC. s © COPYRIGHT 20M cn Job No. 21<114.00 ECr-0a --t UTILITY TR NC.H KUUiM:— • —- —- — — — AREA TO BE GRADED: — — SITS FLAN 9A NA SCALE: 1" = 100'-0'' QQ 00 102 iO3 05 JG COUNTY AD ACCESS) EXISTING; ASPHALT \-dROAD TO REMAIN MEET AND MATCH NEW 110 % ASPHALT PAVING WITH EXISTING 0 105 0Q ASPHALT ACCESS ROAD ' ,n N CITY OF }RENTON ACCE55 ROAD I (NO PUBLIC ACCESS) "► i;t+7i> is f � � _.� <' i� c7 .:,. I 44 1 11 v . 5 �. j cY 4Tt1 ST •�V 1 f 2 r1SF Ss t s < s •� r5 ?# S,� S ITE, 1, 3P vs s f VICINIT"r r'IAfi= NO SCALE ASSESSOR'S FARCEL No: 162305912109 INDEX TO DRAWINGS: Al ARCHITECTURAL SI .E PLAN AND PROJECT INFORMATION A2 ARCHITECTURAL FLOOR PLAN ,43 ARCHITECTURAL 5U1LDING ELEVATIONS Cl CIVIL SITE PLAN AND PROJECT STORM DRAINAGE INFORMATION PROJECT NARRATI/E: CONSTRUCT NEW WAREHOUSE FOR POLICE EVIDENCE STORAGE AND ASSOCIATED PAVING FOR VEHICLE CIRCUL,4TION AND PARKING. CONSTRUCT INFILTRATION POND AND FILTER STRIP FOR ON SITE STORM WATER TREATMENT. 51TE DATA, 51TE AREA: 222,844 SF IMPERVILOUS SURFACiE AREA: 18,832 SF PERCENT OF LOT CO\/ER4GE: 5.5% GRAD ING AREA: 427-16 SF PLANTING AREA: 1400 5F 5UILDING DATA: ZONING: LIGHT INDUSTRIAL (P), AQUIFIER PROTECTION ZONE 2. DEVELOPMENT 57ANDARD5: MAX. BUILDING HEIGHT = 50'-0" 22'40" PROVIDED (CITY OF RENTON) BUILDING SETBACKS STREET PROPERTY LINE = 15' — 50'-0" PROVIDED SIDE AND REAR YARDS = 20' — 20'-roll PROVIDED TYPE: I I -N OCCUPANCY: 5-1 WAREHOUSE (DEAD STORAGE) BASIC ALLOWABLE AREA: 12POO SF. AREA PROVIDED- 9,909 SF. PARKING REQUIRED: DEAD STORAGE 0 REQUIRED PARKING AREA: 2 PROVIDED 9x20x2=360 5F SCREENING: 15' WIDE VISUAL L.ANDSGAPING VISUAL BARRIER REQUIRED. EXISTING FORESTED GREEN BELT PROVIDES THE VISUAL BARRIER - GENERAL FIRE PROTECTION NOTES: 1. FLAMMABLE AND COMBUSTIBLE OR HAZARDOUS MATERIALS WILL BE STORED IN NFPA APPROVED LIQUID STORAGE CABINETS. THE AMOUNT OF FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL NOT EXCEED THE AMOUNT ITS INDICATED IN TABLE -1902B-A, Ur-.G. GENERAL INFORMATION- 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL GRADES AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING W17H THE WORK 3, REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. PARTIAL SITE FLAN �N ® 4. VERIFY ALL ROUGH- IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY OTHERS, SCALE: 1" = 20'-0" 5. ALL VENTILATION OPENINGS SHALL BE SCREENED. LEGAL DE5GRIFTION: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION lro, 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 85'01'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 363B3 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.So FEET TO THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 89'01'1ro" 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. (c. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTIONS AND RECOMMEND AT I CN5. "l. GENERAL GONTRhCTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER 1 S (Q u; 1 > �d o—! Z �Q -� ��4 o a a r) o U Q O c N "CO �� O— O N� coMcN C Cn p0 c000 N cc � � N N Q � ,7 o c) - o0o N00 X ) o o CD .E o cu •o o 70 Z 0� •pool 4-i Q� U a b-0 W A116 W VWWt(0 = z q -A IL Q a) c _^ o (JJ c� w U � zU (J IL w I 8. ALL WORK PERFC-R-lED SHALL COMPLY WITH CITY OF RENTON FIRE MARSHAL'S REQL.'1REMENTS. e. INSTALL FIRE EX. NGUISHER5 AND CABINETS PER NF.PA. OR AS DIRECTED F� Q BY FIRE M14R5H141-. (� O����vT 10, ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL � 9F�To� CODE AND STATE O WASHINGTON AND CITY OF RENTON REQUIREMENTS. u- z P��y' , (TO BE FILED UNDER SEPARATE PERMIT) Cho O U Z I1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR f„% THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PER�--OR OF THE WORW., THIS REQUIREMENT WILL w > ,ONCE 1L APPLY C0NTIN',.0U5LY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 12, THE REQUIRED 41�4Z)/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 Al SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. of ALL INFORMATION ON THIS DOCUMENT 18 THE EXCLUSIVE PROPERTY OF 3 PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2002 C/� 3 O Z m C Ki I \ n+!AA! ('mM (2) SHT MTL- SC DOWNSPOUT STRAP at V - O.C. MAX. ­TIONAL: SHT MTL at 4'-0" O.C. WASHER) OWNSFOUT sx4) 5 0 DOWN �' SCALE: 3" = 1'-0" 1"xi/5" RIBBON MASTIC POP RIVETS SELF -DRILLING= SCREWS (W/ WASHER) EA. PURLIN IR)4<E TIRI1 I 137 SCALE: 3" I'-0" DOOR JAMB TRIM 3/4" r-L i ON 1/0" FURRING CHANNEL EXT, DOOR Jr41,18 0 SCALE: 3" = 1'-0" E:\2000\20114\20114A2a (96) RAKE TRIM SHT MTL SCREW at 3'-0" O.G. SELF• -DRILLING SC at 4'-0" O.G. (NO WASHER) 8 3/4" DOOR JAI15 PROVIDE MTL TRIM 2x2 SHEET METAL BREAK SHAPE A-i EXPOSED PLYWOOD EDGE SHT MTL SCREW EACH END GUTTER SHT MTL SCREWS at V-0" O.C. EAVE GUTTER a SCALE: 3" = 1' -0" SELF -DRILLING SCREWS at 4'-0" O.G. (NO WASHER TYPJ OVERHEAD DOOR JAMB TRIM OVERHEAD DOOR JAMB CAP 1/8" FURRING CHANNEL OVERHEAD DOOR TRACK JAMB FIRE TREATED PLY'WD SEE SCHED. W/ SHEET METAL BREAK SHAPE SEE DET. 5 OOfi� J SCALE: 3" = 1'-0" HEADER PANEL CAP (2) SELF -DRILLING _/ SCREWS at 4'-0" O.G. (NO WASHER) SCALE: 3" = 1'-0" 12" 12" HEADER CAP TYPICAL SIDING PROFILE 0 SCALE: 3" = 1'-0" 4 5 SPACES Ar 22'-0'' = 110'-0'' I I I, 11 23 -1 1/2 I1 -0 10 -0 -0 10 -0 16 -5 1/2 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENCSINEERING TECHNOLOGIES, INC. © COPYRIGHT 2002 0 z Z e v �(j u y 1Y1 N 4 3-! ID o o Z csi o°O a .CO C N O �—O Sc Z 7 CV N c0 co Q �� fD CDO CCD CD NN 00 X 47 N (n N N N d N C M N V ,0 Z 0 P004t 4­4 v r r_4 � .. bl W Z n� A2 OF 3 cn Job No. 2K114.00 �n� f` 1/r/i �r^ 6 � - ( 1;') A I RIDGE HEIGHT 60UT�4 ELEVATION SCALE: 1/8" = 1'-0" F A i I RIDGE HEIGHT 30.0' HED )R LINE ADE LINE NORT�4 ELEVATION SCALE: 1/0'' = l'-0" 6 5 4 3 ROOF RI E METAL BUILDING 22'-611 I I I EL. 130.0' R ME FASCIA AND ' I it METAL SIDING, TYP. SLOPE ASPHALT PAVING UP TO OVERHEAD DOORS AND CONCRETE STOOP 12` x 10 ROLL UP DOOR ROLL UP DOOR METAL BUILDING STANDARD HOLLOW METAL MAN DOOR TYP, UJI=ST ELEVATION SCALE: 1/8" = 1'-0" 6 4 5 ROOF RI E METAL BUILDING EEL. 130.0' I RAKE FASCIA AND L. TRIM EAST ELEVATION SCALE: 1/8" = 1'-0" 8x10 ROLL UP DOOR RIDGE HEIGHT 22'-611 EL. 130Z' mF4mW u EXTERIOR WALL ASSEMBLY: PRE -FINISHED METAL SIDING R-11 VINYL FACED INSULATION S 1/2" STEEL GIRTS at 14'-0" O.C. PERF, PERIMETER FNDN. DRAIN AND TIGHT LINE ROOF DRAIN TYPICAL R-10 RIGID PERIMETER FOUNDATION INSULATION DOWNSPOUT CONNECT TO TIGHT FLOOR LINE INE TYPICAL FINISHED GRADE LINE FINISHED FLOOR LINE EL. 106,13' GRADE LINE SLOPE ASPHALT PAVING UP TO OVERHEAD DOORS ROOF ASSEMBLY: �' PRE -FABRICATED METAL ROOF PANELS R-19 VINYL FACED MTL BLDG INSULATION PRE-ENGINEERED RIGID METAL PURL INS STEEL FRAME (SEE MTL BLDG MANUFACTURED DRAWINGS) REINFORCED CONCRETE SLAB W/ STEEL TROWEL FINISH (SEE STRUCTURAL) BUILDING SECTION SCALE: 1/4" = I'-0" DOOR JAMBS MIN. r-- I � I - I r � I 1/2" 31/2" 6" 1 1/2" �I I 3 1/2" _ DOOR WIDTH + 5" AT WALK IN DOOR DOOR WIDTH + 1" AT O/H DOOR SE CT I ON SCALE: 3/4" = 1'-0" SLOPE DOWN I" AT O/H DOORS r 1 1/2" �I (� 1/2" A.B. DOOR SISPEDULE DOOR DOOR FR�►ME REMARIGS WIDTH HEIGHT TkCKC TYPE MAT'L FINI5H LABEL MAT'L FIN151 4 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" B STL FACT -- STL PT MANUAL OPERATION 4 8'-0" 10'-0" B STL FACT -- STL PT MANUAL OPERATION 5 3'-0" 1'-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 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERM TECHNOLOGIES, INC. © COPYRIGHT 2002 "t C Q) 4 0-4 4 o� oOcl Q sy 0 C N O O 0 O p � o,� � co r7 Z C r 7 ^- m I l a> m p0 00w w N N c D co pj0 ,D c00 O O CD � � N N o0 X � N N N N O O 'E c a N �C A3 OF a� 0 V) E:\2000\20114\204 ' 4A3a (96) Job No. 2K114-00 a'�.. SITE PLAN SCALE: 1" = 100'-0" E:\2000\20114\20114C' (240) 99 100 YEAR -RFLOW 101 m 103 104 05 IG COUNTY 4D qa 100 — 4- — — — — — — — +- — — — — — — — — — — — — — —1 — — — I II � II II I — --- —'-j 5ULDi G AFREA �I e1300 SF II it II SLAB ELEVATION 0 I � 10�1-�✓ I I I � II II tl II I �I I� jI III II II I �I III = II II• c�r�—--------•--------•------- --- NEW ASPHALT PAVING (2) I 9' 9' 54' 0" 6 CURB PROVIDE - CURB CUTS AT FILTER --- " STRIP AT 1'-6" O.G. -- — -- - - - - - --- - - -- - MEET AND MATCH NEW11 — - 20 -0 ASPHALT A 0 PAVING WITH EXISTING 107 10S 109 ASPHALT ACCESS ROAD N CITY OF RENTON ACCE55 ROAD EXISTING ASPHALT ROAD TO REMAIN PARTIAL DRAINAGE ELAN SCALE: 1" = 20'-0" LEGEND - — — — — — ROOF DOWNSPOUT TIGHTLINE --— — — — — —- FOOTING DRAIN O DOWNSPOUT/CLEANOUT EXIST CONTOUR NEW CONTOUR L W CL No (y CL z o� III 21 � J Ia, ST io Qr �?� �• k• RD P I SF i.. O OL Lu tND b 142ND 5mm VICINITY t IAf NO SCALE A55E550R'5 PARCEL No: 1(o230r5912-i01J LEGAL DE5VRIFTION: 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: 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 363.53 FEET; THENCE SOUTH Sg'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 D15TANCE OF 363.9(o 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. 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 4 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 FDCOTING DRAINS WILL BE CONVEYETO THE ON -SITE INFILTRATION POND SEPARATELY. THE DfeIVEWAY WILL BE SLOPED TO ALLOW SHEET FLOW OF THE STORM WATER RUNOFF TO THE FILTER STRIP. (REFER TO REPORT FOR MORE INFORMATION.) SITE DATA: SITE AREA: 222,844 SF IMPERVIOUS SURFACE AREA: 16,532 5F PERCENT OF LOT COVERAGE: 8.5 516 GRADING AREA: 42-116 SF PLANTING AREA: 1400 5F GENERAL NOTES: STORM DRAINAGE 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF 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, STEADMAN t ASSOCIATES, P.S., DATED JULY 2000. 3. A COPY OF THE5E APPROVED PLANS MUST BE ON THE JOB 51TE WHENEVER CONSTRUCTION 15 IN PROGRESS. 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 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. 6. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION. -1. UNLESS OTHERWISE NOTED ON THE PLAN, STOR'l DRAIN AND SANITARY SEWER PIPE SHALL BE ONE OF THE FOLLO'wING: 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 AASHTO M-294 TYPE 5. PROVIDE PVC CONNECTIONS WITH RUBBER SEALS. 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 ALL CONSTRUCTIC,y ACTIVITY UNLESS THAT ACTIVITY EXCEEDS THE CAPACITY AND INTENT OF THE EROSION/SEDIMENTATION CONTROL FACILITY OR UNLESS OTHERWISE APPROVED BY THE CITY. 10. 510-FILTRATION SWALES 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 MUST BE ESTABLISHED. 11. ALL REQUIRED STOW DRAINAGE FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO THE INSTALLATION OF ANY NEW PAVING UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON ENGINEERING DEPARTMENT. 12, ALL STORM DRAIN AND DOWNSPOUT CLEANOUT5 SHALL BE EXTENDED TO FINISHED GRADE, AND CLEANOUT5 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. ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2002 z°Z N 4 0- Z N ID C !1 W z v O® 0 U Q O .-- O �a o� o-o O p��% cO M Z C M n t r I t I C10 ONON �p0 QJ p� CNO C y0O OOO p N N 0 0 N V) Q N N 2� o M y U O Z 0�f) 4 W V W r z n� OL w _z c o (� u U U� U- o w w U(y �O d) z w O �U D w\� 0 a 'y l OF Q 0 1 Job No. 2KII4.00 1�CF- C)'-� - 0r'_e 1 (0 5 4 I I I 12 It- METAL SIDING, TYP. 12`x 10 ROLL UP DOOR NORTIlt4 ELEVATION SCALE: 1/8'' = 1'-0" 3 ROOF RI E 22'-6" 1 EL. 130.0- WE 5T ELEVATION SCALE: 1/8'' = 1'-0" METAL BUILDING RAKE FASCIA AND TRIM 2 I RIDGE HEIGHT RIDGE HEIGHT 30.0' " HED )R LINE n-15' ODE LINE 1 2 3 6 4 5 ROOF RI E METAL BUILDING 1 22'-6" 1 I 1 EL. 130.0' , Z RAKE FASCIA AND 1 TRIM12 SLOPE ASPHALT PAVING UP TO OVERHEAD DOORS AND CONCRETE STOOP 12'x 10 ROLL UP DOOR METAL BUILDING STANDARD HOLLOW METAL MAN DOOR TYP. EAST ELEVATION SCALE: 1/6" = 1'-0" ax10 ROLL UP DOOR 0 RIDGE HEIGHT 22'-&" EL. 130.0' EXTERIOR WALL ASSEMBLY: PRE -FINISHED METAL SIDING R-11 VINYL FACED INSULATION 8 1/2" STEEL GIRTS at t4'-O" O.C. PERF. PERMMITER FNDN. DRAIN AND TIGHT LINE ROOF DRAIN TYPICAL R-10 RIGID PERIMETER FOUNDATION INSULATION DOWNSPOUT CONNECT TO TIG�4T LINE TYPICAL FINISHED FLOOR LINE EL. 1015' GRAZ= E LINE FINISHE D FLOOR LINE EL. 10-15' EL. 106.8' )E LINE SLOPE ASPHALT PAVING UP TC1 OVERHEAD DOORS ROOF ASSEMBLY: PRE -FABRICATED METAL ROOF PANELS 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) I 5UILDING 5ECTION 1 SCALE: 1/4" =1'-0" DOOR JAMBS MIN. iv I \ I r � I L__ 1/2" 31/2" N I I I 3 1/2" DOOR WIDTH + 5" AT WALK IN DOOR DOOR WIDTH + 1" AT O/H DOOR 5ECTION SCALE: 3/4" = I'-C" SLOPE DOWN I" AT O/H DOORS .1 1/2" '1 I— --� 1/2" A.B. E DOOR 5CHEDULE DOOR DOOR FRAME _ - REMARKS WIDT44 NEICxNT T4 41CK. TYPE MAT'L FIN15�4 LABEL MAT'L r-:INIS�4 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" B STL FACT -- STL PT MANUAL OPERATION 4 8'-0" 10'-0" B STL FACT -- STL PT MANUAL OPERATION 5 3'-0" 1'-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 0 0 no L O c N O :— O > > oo 0000C,4 �N�� Q co co oO OOo � � N N a0 X � O CD L ' [n c Z I� �•rl � 14 T �Y/ • n'� w r-i bX ��•1 W A z wu ww w� z cn x v, wQ 3 a �® N ~ F— lU I- w O - ( L U� �t O �za 0 tv T a- X RCIRLMEr ALL INFORMATION ON THIS DOCUMENT 18 TWE EXCLUSIVE PROPERTY OF ; PACIFIC ENGINEERING= TEG-MOLOGIES, INC. s © COPYRIGHT 2002 Job No. _-3 Lu !1 r E:\2000\20114\20114F-3a (96) El 1 L Ij O O � tu ' NE ZND Sl- NE 2ND STREET \ ---------------- i I I UTILITY TRENCH i uG u � I PL S 89'03'40'E &13.0' NEW LEGEND: PROJECT SITE: — — UTILITY TRENCH ROUTE: — - — - — • — — — AREA TO BE GRADED: — — — E:\2000\20114\20114A1 (240) I [i BLDCx 0 S 89'01'18"E 61335' SITE FLAN SCALE: 1" = 100'-0" 4e Q O, m �4 10 " 'P5 0 ia& rr � it m m JIm EXISTING UNDEVELOPED FORESTED GREEN BELT (VEGETATION BUFFER) i5 : dw { 0 EXISTING KING C ACCESS ROAD (NO PUE�LIC ACCESS) r—r fo-°'r •'T' LEGAL DESCRIPTION: THAT 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 FOLL(V6: BEGINNIN :'; AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF T1--!E NORTHEAST QUARTER, THENCE ",OUTH 89'01'I&" EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 68333 FEET, TO THE TRUE POINT OF BEGVNING; THENCE NORTH 01'04'13" EAST, A DISTANCE OF 363.53 FEET; THENCE 'SOUTH 89"03'38" EAST, A DISTANCE OF 643 FEET, TO THE EAS- LINE OF SAID SUBDIVISION; THENCE £30UTH 01`00'49" WEST ALONG SAID EAST LINE, A DISTANCI'y OF 3o3.96 FEET TO THE SOUTHEAST CORNER OF SAID SUED I V I S I ON; THENCE NORTH 5g'0116" WEST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 64336 FEET, TO THE TRUE POINT OF BEGINNING; EXCEPT PHE WEST 30 FEET THEREOF. 0 VICINITY MAP NO SCALE ASSr= SSCiR' 6 PARCEL. No: 16 2 305912 109 INDEX TO DRAWINGS. 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 PAYING FOR VEHICLE CIRCULATION AND PARKING. CONSTRICT INFILTRATION POND AND FILTER STRIP ON SITE STORM WATER TREATMENT_ SITE DATA: SITE AREA: 222,544 SF IMPERVILOUS SURFACE AREA: 18,832 SF PERCENT OF LOT COVERAGE: 6 5% GRADING AREA: 42-I'l6 SF PLANTING AREA: 1400 SF IBUILDING DATA: ZONING: LIGHT INDUSTRIAL (P), AQUIFIER PROTECTION ZONE 2. DEVELOPMENT STAND/,RDS: MAX. BUILDING HEIGHT = 50'-0" 22'40" PROVIDED (CITY OF RENTON) BUILDING SETBACKS STREET PROPERTY LINE = 15' — 50'-0" PROVIDED SIDE AND REAR YARDS = 20' — 20'-6" PROVIDED TYPE: I I -N OCCUPANCY: 5-1 WARE, -LOUSE (DEAD STORAGE) BASIC ALLOWABLE AR:.A: 12,000 SF. AREA PROVIDED: 9,90'B S.F. PARKING REQUIRED: DEAD STORAGE 0 REQUIRED 2 PROVIDED PARKING AREA: 9x2Ox2 =360 SF SCREENING: 15' WIDE VISUAL LANDSCAPING VISUAL BARRIER REQUIREI>. 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 FLAM TABLE AND COMBUSTIBLE LIQUIDS SHALL NOT EXCEED THE AMOUN ITS INDICATED IN TABLE i902B-A, UF.C. GENERAL INFORMATION 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL GRADE75 AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH THE WORr, 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 WITk MANUFACTURER'S SPECIFICATIONS, DIRECTIONS AND RECOMMENDAT I ONr5. -1. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FORA PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER N 0 o o � d C 0 >w Q� zz c 1,�•t . o 3 -4 o I ZCD U o` L O C N O O z cry > 00) �a r r�� > p O C o 0- OND � o00 X � o O rn 2.E'� a N N ,� z U =0R 0 4-4 4� W L7 J aZ W L) t- d' W Z W� 0= m N Ld a w mGr Q O z ni C 8. ALL WORK PERFOR-lED SHALL COMPLY WITH CITY OF RENTON FIRE U 1L MARSHAL'S REQUIREMENTS. O 9• INSTALL FIRE EXTIN3UI8HERS AND CABINETS PER NF.PA, OR AS DIRECTED BY FIRE MARSHAL, 10. ALL ELECTRICAL LURK SHALL COMPLY WITH THE NATIONAL ELECTRICAL 0 w CODE AND STATE CIF WASHINGTON AND CITY OF RENTON REQUIREMENTS. (TO BE FILED UNDER SEPARATE PERMIT) i— U II. THE CONTRACTOR "-MALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS CIF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL } PROPERTY � X APPLY CONTINUOU,cLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. z 12. THE REQUIRED ANG/OR IMPLIED DUTY OF THE ENGINEER/ARCHITECT TO CONDUCT Zz L� CONSTRUCTION REV+EW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND tQ�im IS NOT INTENDED TG INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'SAU-1 c= 1. SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. wu C.) 1 o aC 0- ALL IWOR'1ATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC EINEERING TECHNOLOGIES, INC. NG �.. © COPYRIGHT 2002 CO Job No. 21<114.00 NICROFILME""cF