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HomeMy WebLinkAboutPlans Applicant 8/2/2023ANYTIME SELF STORAGE 41 VICINITY MAP G ST TENTATIVE SITE PLAN HIGH BANKS RD & 52ND ST SPRINGFIELD, OR 97478 SURVEY NOTES EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON PER SURVEY BY DOWL DATED 11/10/2022 BOUNDARY DATA: RECORD BOUNDARY FROM COUNTY SURVEY NO. 397069 TRANSLATED AND ROTATED BASED ON RECOVERED MONUMENTATION TO THE PROJECT COORDINATE SYSTEM DETAILED BELOW (OREGON STATE PLANE COORDINATE SYSTEM - SOUTH ZONE). BASIS OF BEARINGS: GRID NORTH BASED ON NAD 83(91) PROJECTED TO THE OREGON STATE PLANE COORDINATE SYSTEM - SOUTH ZONE. SURVEY MONUMENT PROTECTION: PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS. DO NOT DISTURB, MOVE, OR RELOCATE MONUMENTS OR BENCHMARKS WITHOUT THE PRIOR REVIEWAND APPROVAL BYTHE AGENCY HAVING JURISDICTION OVER THE MONUMENT OR BENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH A LICENSED SURVEYOR FOR MONUMENTS REQUIRING DISTURBANCE OR REMOVAL, AND THE SURVEYOR SHALL RESET THE MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE AUTHORITY HAVING JURISDICTION, PURSUANT TO ALL APPLICABLE BUSINESS AND PROFESSIONAL CODES. STANDARD ABBREVIATIONS AC ASPHALTIC CONCRETE IE INVERT ELEVATION BLDG BUILDING INV INVERT BCR BEGIN CURB RETURN LA LANDSCAPE AREA BVC BEGIN VERTICAL CURVE NG NATURAL GRADE BW BOTTOM OF WALL PA PLANTER AREA CB CATCH BASIN PCC PORTLAND CEMENT NATURAL GAS: NORTHWEST NATURAL SITE AREA: CONCRETE C/L CENTERLINE U) U0 o P/L PROPERTY LINE CMU CONCRETE MASONRY UNIT LL r Lu ZQ 0 POC POINT OF CONNECTION CONC CONCRETE ur) (V LU CO PS PARKING STRIPE DW DRIVEWAY PVC POLYVINYLCHLORIDE ECR END CURB RETURN RW RIGHT OF WAY EG EXISTING GRADE SO STORM DRAIN EP EDGE OF PAVEMENT SG SUB -GRADE ELEVATION EVC END VERTICAL CURVE SS SANITARYSEWER FF FINISHED FLOOR TC TOP OF CURB, CONCRETE FG FINISHED GRADE TF TOP OF FOOTING FH FIRE HYDRANT W TG TOP OF GRATE FL FLOW LINE TW TOP OF WALL FS FINISHED SURFACE VC VERTICAL CURVE GB GRADE BREAK Q UTILITY PURVEYORS ELECTRICITY: SPRINGFIELD UTILITY BOARD 250 A ST Lu SPRINGFIELD, OR 97477 ARCHITECT: (541) 746-8451 SEWER: CITY OF SPRINGFIELD INFRASTRUCTURE OPERATIONS AND MAINTENANCE U� 201 S 18TH ST GEOTECHNICAL: SPRINGFIELD, OR 97477 (541) 726-3761 WATER: SPRINGFIELD UTILITY BOARD SURVEYOR: 250 A ST Cy) SPRINGFIELD, OR 97477 U) (541) 746-8451 NATURAL GAS: NORTHWEST NATURAL SITE AREA: 3087 BROADWAY ST NE 077 SALEM, OR 97303 PROJECT INFORMATION CLIENT: ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST Lu BEND, OR 97703 ARCHITECT: JACKSON MAIN ARCHITECTURE 00 311 FIRST AVE SOUTH U� SEATTLE, WA 98104 GEOTECHNICAL: CARLSON TESTING INC. 89970 HWY 99 EUGENE, OR 97402 SURVEYOR: DOWL Cy) 963 SW SIMPSON #200 U) BEND, OR 97702 TAXLOT: 1702280000901 SITE AREA: 2.69 AC SHEET INDEX SHEET SHEET TITLE C-0.0 TITLE SHEET C-1.0 TENTATIVE EXISTING CONDITIONS AND DEMOLITION PLAN C-2.0 TENTATIVE CIVIL SITE &UTILITY PLAN C-3.0 TENTATIVE GRADING AND DRAINAGE PLAN wl I A JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 WWW JACKSONMAIN. COM Engineer of Record: U J J Lu ~ Lu (7 Lu � 00 LL�Q�/ U� � O or- I`` ^^ V)— LO Cy) LL U) CD J zrn fy ``w^ Lu 077 U) U0 o Y W CW>w Z LL r Lu ZQ 0 ` z 0) z Q ur) (V LU CO Lu ~ Lu fn V Lu � 00 �Q� LL U� � O or- Cn LO 0 LL + C7 J Q fy ``w^ VJ 00 Lu U) o Y W L Z LL r m z Z (7 U) PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: YYXXX J. MITCHELL E.PASSEY J. LORD TITLE SHEET C-0.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 0 r a rc U w O 2 W Q ❑ PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: YYXXX J. MITCHELL E.PASSEY J. LORD TITLE SHEET C-0.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 I L:88.18', R:190.98' u n E L:20.32', R: s r � TAXI -OT 1702280000700 T DEED 2019-038450 y I NOT IN PROJECT OHQ A 01 90 \. . ym9Tc_A 1T \ F � \ o 1 \ e 1-:41.60', R:190.98' \J L / L:40.84', R:190.98' 0 L58.24'. R:1 GENERAL NOTES: ALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALL CLEARANCES. MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BY CONTRACTOR. IF THERE ARE ANY DIFFERENCES FROM PLAN WITH ANY OF THESE ITEMS, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. '❑ EXISTING DECIDUOUS TREES TO BE REMOVED (TYP.3) 2❑ EXISTING DECIDUOUS TREESTO REMAIN °❑ EXISTING GRAVEL ROAD TO BE REMOVED ^❑ EXISTING AC PAVEMENT TO BE REMOVED ❑' EXISTING VEGETATION TO BE REMOVED °❑ EXISTING SIGN TO BE REMOVED '❑ EXISTING LIGHTS TO BE REMOVED (TYP. 4) e❑ EXISTING AC PAVEMENT TO REMAIN e❑ EXISTING OVERHEAD POWER LINE TO BE RELOCATED 10 EXISTING POWER POLE TO BE RELOCATED EXISTING STREET LIGHT TO BE RELOCATED EXISTING SWALE TO BE REMOVED EXISTING HYDRANT TO REMAIN 1° EXISTING POWER POLE TO REMAIN EXISTING FENCE TO BE REMOVED TAXI -OT 1702280000500 DEED R2444/9857249 NOT IN PROJECT Ms_ OHP �� TAXI -OT 1702280000600 DEED R2444/9857250 NOT IN PROJECT U4 4,91- pRcl_FCTI'ROpFR\YY�\NFA/gq�T \\ C/ �^� . ...:OHP _ \ s1s\ L: 50. ROJECT PROPERTY TAXLOT 1702280000901 2.47 ACRES HEAVY INDUSTRIAL ZONE SOIL TYPES: CHAPMAN LOAM / CHEHALIS SILTY CLAY LOAM, / OCCASIONALLY FLOODED pR0 F 7p O FR�CINF \ \ TAXI -OT 17022800002500 \ DEED R289D/51679 \ NOT IN PROJECT EXISTING CONDITIONS AND DEMOLITION LEGEND W W EXISTING WATER LINE ss S.S EXISTING SANITARY SEWER LINE E EXISTING UNDERGROUND POWER — — — —OHP— — — —OHP— EXISTING OVERHEAD POWER So So EXISTING STORM DRAIN LINE G EXISTING GAS LINE T EXISTING COMMUNICATIONS LINE EXISTING BUILDING EXISTING FENCE — — — — — — — — — EXISTING EASEMENT ADJACENT PROPERTY LINE -- PROJECT PROPERTY LINE -------- 3690 -------- MAJOR CONTOUR (5' INTERVAL) —-- 3691 -------- MINOR CONTOUR (1' INTERVAL) EXISTING TREE EXISTING TREE TO BE REMOVED EXISTING AC PAVEMENT EXISTING AC PAVEMENT TO BE REMOVED EXISTING CONCRETE ° a a EXISTING CONCRETE TO BE REMOVED EXISTING CURB EXISTING CURB TO BE REMOVED EXISTING GRAVEL TO BE REMOVED EXISTING SWALE CENTERLINE NA a TAXI -OT 1702280000500 DEED R2444/9857249 NOT IN PROJECT 10 \ OHP_ ., \O q b O DOgO 'OHP, _OHP \\\ ^p6 \\ i \ \ _OHP \ \ l Hp� 4y�71 q % \ \ \ O/ip \ OHp \ \\.... \\ \ R: ` ONP s8per \`� ���\ \ \ t / O/./p� C.'20332. S8. cq- \\ i N HORIZONTAL SCALE: 1"=30' 30 0 30 60 a wil A JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 WWW JACKSONMAIN. COM Engineer of Record: Lu NV 0 LL J Lu U) Lu Z (') �CD Z rn Oz �0 LU C. LU0 Z 0 00LU Z N m LU UJ Qf ao U) I -- ,I. or -- 0) LO Z O + (j 0 UJ Qof 00 IY � C) J Y UJ Q m z Qf D_ U) PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: YYXXX PROJECT MGR.: J. MITCHELL DRAWN BY: E. PASSEY CHECKED BY: J. LORD EXISTING CONDITIONS AND DEMOLITION PLAN C-1.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 0 r a U w O z W a ❑ PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: YYXXX PROJECT MGR.: J. MITCHELL DRAWN BY: E. PASSEY CHECKED BY: J. LORD EXISTING CONDITIONS AND DEMOLITION PLAN C-1.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 \ E ---------� 7; o \ G \ S L:88.18', R:190.98' S 0 v m 1-:20.32', R:190.98'—�" n' n n E 1-:41.60', R:1 s 1-:40.84', L:58.24', R:1 W W TAXLOT 1702280000500 DEED R2444/9857249 NOT IN PROJECT PROPOSED STORAGE UNITS 6,937 SF GENERAL NOTES ALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE. CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALL CLEARANCES. MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BY CONTRACTOR. IF THERE ARE ANY DIFFERENCES FROM PLAN WITH ANY OF THESE ITEMS, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. 69g791Iy:111xNO1:L1�_1:1�b91:iRNO1:LI�JI_1: F9Y�7:�YO:i1:1q:�Hi/t116� CIVIL SITE & UTILITY PLAN LEGEND -- W \ PROPERTY LINE — — — — — — — — — EXISTING EASEMENT 18,949 SF (17.6%) BUILDING FOOTPRINT= SETBACK — 33,759 SF (31.3%) TOTAL IMPERVIOUS AREA= CENTERLINE BUILDING O O CONCRETE SIDEWALK J ° � EXISTING CONCRETE SIDEWALK 0 0 LL U) O � J Z AC PAVEMENT W OZ LL EXISTING AC PAVEMENT m = Z Z 6" CONCRETE CURB Wr�/ CW C C)L.L STRIPING ss ss U SANITARY SEWER MAIN s ss 4" ss Q 4" SANITARY SEWER SERVICE LU m Q 48" SANITARY SEWER MANHOLE w • SANITARY SEWER CLEANOUT E OVERHEAD POWER LINE cw cw 6" FIREWATER LINE 1-w 1-w 1"WATER SERVICE a -w a•w 4" FIRE SPRINKLER LINE e GATEVALVE WATER METER } FIRE HYDRANT W� a _ W � \ � W W PROPOSED STORAGE UNITS 13,479 SF SITE CONSTRUCTION NOTES: O1 INSTALL AC PAVEMENT TAXLOT 1702280000600 DEED R2444/9857250 NOT IN PROJECT / v ¢Ql� O W / 0 W W Y PROPOSED \ STORAGE UNITS 11,902 SF PROJECT PROPERTY TAXLOT 1702280000901 2.47 ACRES E P4 L: 50.00' U YaW W\ Q e...... W 4'3 W � ; \� C:38'6 01 pROp 7')y \ \\ \ \ TAXLOT 17022800002500 DEED R289D/51679 \ \ NOT IN PROJECT OINSTALL PARKING STALL STRIPING (TYP.). SEE ARCHITECTURAL PLANS FOR SANITARY SEWER CONSTRUCTION NOTES: ss1 INSTALL ±221 LF OF 8" GRAVITY SEWER MAIN PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 8" GRAVITY SEWER MAIN IN THE HIGH BANKS ROAD/ 52ND STREET INTERSECTION. ssz INSTALL STANDARD SEWER MANHOLE WITH STANDARD SEWER MANHOLE RING & COVER PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. sss SEWER POINT OF CONNECTION AT BUILDING. SEE MECHANICAL AND PLUMBING PLANS. cWcq INSTALL 4" GRAVITY SEWER SERVICE PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. WATER CONSTRUCTION NOTES: O INSTALL 1" COMMERCIAL WATER SERVICE LINE AND WATER METER PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL 6" FIRE HYDRANT LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL FIRE HYDRANT PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL 1" RPBA (REDUCED PRESSURE BACKFLOW ASSEMBLY) PER SPRINGFIELD UTILITY BOARD AND OREGON PLUMBING SPECIALITYCODE. O WATER SERVICE POINT OF CONNECTION AT BUILDING. SEE PLUMBING AND MECHANICAL PLANS FOR DETAILS. O INSTALL FIRE SPRINKLER LINE AND DCDA PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. POWER CONSTRUCTION NOTES: P� INSTALL POWER SERVICE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. Pz POWER METERS PER MECHANICAL PLANS. SEE MECHANICAL PLANS FOR POINT OF CONNECTION AT BUILDING. P3 RELOCATE EXISTING OVERHEAD POWER LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. Pq RELOCATE EXISTING POWER POLE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. P5 RELOCATE EXISTING STREET LIGHT PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. DETAILS. O3 INSTALL FENCE. SEE ARCHITECTURAL PLANS FOR DETAILS. O4 INSTALL ACCESS GATE. SEE ARCHITECTURAL PLANS FOR DETAILS. OS INSTALL ADA PARKING STALL AND ACCESS AISLE. O6 INSTALL LANDSCAPING. SEE LANDSCAPE PLANS FOR DETAILS. SITE PLAN NOTES PROPOSED STORAGE UNITS 9,800 SF HIGH OC AL ROAD AD \ OHP \ OHp� Oyp \ �OHp \ \ \ \OHP \ c PROPOSED M. .I. 1-:203.32', 85699.58' �tv — STORAGE UNITS ssz 9,330 SF ss, 3 2z po, PROPOSED wa we / STORAGE UNITS Oz 2,617 SF % SS3 5 ws B�oPoE D\y � s17°48'� \ \ s o a 8853FG O �, L. 34.02' 0 v- v- 5.00'S PROJECT PROPERTY LINE N89°00'29'W FTgA TOTAL PARKING STALLS PROVIDED = 8 c vi ACCESSIBLE PARKING STALLS PROVIDED = 1 TOTAL SITE AREA = 107,668 SF (2.47 AC) TOTAL PROPOSED LANDSCAPE AREA W \ TAXLOT 1702280000500 DEED 82444/9857249 W NOT IN PROJECT E P4 L: 50.00' U YaW W\ Q e...... W 4'3 W � ; \� C:38'6 01 pROp 7')y \ \\ \ \ TAXLOT 17022800002500 DEED R289D/51679 \ \ NOT IN PROJECT OINSTALL PARKING STALL STRIPING (TYP.). SEE ARCHITECTURAL PLANS FOR SANITARY SEWER CONSTRUCTION NOTES: ss1 INSTALL ±221 LF OF 8" GRAVITY SEWER MAIN PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 8" GRAVITY SEWER MAIN IN THE HIGH BANKS ROAD/ 52ND STREET INTERSECTION. ssz INSTALL STANDARD SEWER MANHOLE WITH STANDARD SEWER MANHOLE RING & COVER PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. sss SEWER POINT OF CONNECTION AT BUILDING. SEE MECHANICAL AND PLUMBING PLANS. cWcq INSTALL 4" GRAVITY SEWER SERVICE PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. WATER CONSTRUCTION NOTES: O INSTALL 1" COMMERCIAL WATER SERVICE LINE AND WATER METER PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL 6" FIRE HYDRANT LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL FIRE HYDRANT PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL 1" RPBA (REDUCED PRESSURE BACKFLOW ASSEMBLY) PER SPRINGFIELD UTILITY BOARD AND OREGON PLUMBING SPECIALITYCODE. O WATER SERVICE POINT OF CONNECTION AT BUILDING. SEE PLUMBING AND MECHANICAL PLANS FOR DETAILS. O INSTALL FIRE SPRINKLER LINE AND DCDA PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. POWER CONSTRUCTION NOTES: P� INSTALL POWER SERVICE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. Pz POWER METERS PER MECHANICAL PLANS. SEE MECHANICAL PLANS FOR POINT OF CONNECTION AT BUILDING. P3 RELOCATE EXISTING OVERHEAD POWER LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. Pq RELOCATE EXISTING POWER POLE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. P5 RELOCATE EXISTING STREET LIGHT PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. DETAILS. O3 INSTALL FENCE. SEE ARCHITECTURAL PLANS FOR DETAILS. O4 INSTALL ACCESS GATE. SEE ARCHITECTURAL PLANS FOR DETAILS. OS INSTALL ADA PARKING STALL AND ACCESS AISLE. O6 INSTALL LANDSCAPING. SEE LANDSCAPE PLANS FOR DETAILS. SITE PLAN NOTES PROPOSED STORAGE UNITS 9,800 SF HIGH OC AL ROAD AD \ OHP \ OHp� Oyp \ �OHp \ \ \ \OHP \ c PROPOSED M. .I. 1-:203.32', 85699.58' �tv — STORAGE UNITS ssz 9,330 SF ss, 3 2z po, PROPOSED wa we / STORAGE UNITS Oz 2,617 SF % SS3 5 ws B�oPoE D\y � s17°48'� \ \ s o a 8853FG O �, L. 34.02' 0 v- v- 5.00'S PROJECT PROPERTY LINE N89°00'29'W FTgA TOTAL PARKING STALLS PROVIDED = 8 c vi ACCESSIBLE PARKING STALLS PROVIDED = 1 TOTAL SITE AREA = 107,668 SF (2.47 AC) TOTAL PROPOSED LANDSCAPE AREA � -so.o' 50.0' ROW COUNTY ROAD NO. 440 COUNTY ROAD N0.440 � (WIDTH/LEGALITY TBD) 4.5' pLANTER � 10.0' 10.0' MULTI -USE STRIP LANE WIDTH LANE WIDTH PATH ��- 2.0% 2.0 � 100' ROW ROAD SECTION ROW 20.0' ROW COUNTY ROAD N0.440SHY CL 1 2.0 10.0' � PLANTER MULTI -USE PATH STRIP -50.0' COUNTY ROAD NO. 440 (WIDTH/LEGALITY TBD) 7.0' I 10.0' 10.0' LANE WIDTH LANE WIDTH 2.0% 2.0 i n N wl I A a HORIZONTAL SCALE: 1"=30' 30 0 30 60 a JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 3244800 W W W JACKSONMAIN.COMuj Engineer of Record: U W J W 18,949 SF (17.6%) BUILDING FOOTPRINT= 54,960 SF (51.0%) TOTAL HARDSCAPEAREA = 33,759 SF (31.3%) TOTAL IMPERVIOUS AREA= 88,719 SF (82.4%) � -so.o' 50.0' ROW COUNTY ROAD NO. 440 COUNTY ROAD N0.440 � (WIDTH/LEGALITY TBD) 4.5' pLANTER � 10.0' 10.0' MULTI -USE STRIP LANE WIDTH LANE WIDTH PATH ��- 2.0% 2.0 � 100' ROW ROAD SECTION ROW 20.0' ROW COUNTY ROAD N0.440SHY CL 1 2.0 10.0' � PLANTER MULTI -USE PATH STRIP -50.0' COUNTY ROAD NO. 440 (WIDTH/LEGALITY TBD) 7.0' I 10.0' 10.0' LANE WIDTH LANE WIDTH 2.0% 2.0 i n N wl I A a HORIZONTAL SCALE: 1"=30' 30 0 30 60 a JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 3244800 W W W JACKSONMAIN.COMuj Engineer of Record: U W J W � � fJn V U) L1i O O J r-) � `w V J 0 0 LL U) O � J Z rn W OZ LL r } m = Z Z / Wr�/ CW C C)L.L � w0 Z U ` z 00 cy) Q z Q ur) N LU m W W D (00 W � � U) L1i O J r-) � `w V J 0 0 W U) _j Y W L Z LL r } m = Z Z c7 � z 0 U w O z w a ❑ PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: WXXX PROJECT MGR.: J. MITCHELL DRAWN BY: E. PASSEY CHECKED BY: J. LORD CIVIL SITE & UTILITY PLAN JACKSON MAIN ARCHITECTURE P.S. 02022 41 — E L DRAINAGE CALCULATIONS: HORIZONTAL SCALE: 1"=30' 30 0 30 60 11JI A JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 WWW JACKSONMAIN. COM Engineer of Record: U J J W PROJECT PROPERTY LINE (7 W Q -- o — ADJACENT PROPERTY LINE 0 O or -- 0) — — — — — — — — — SETBACK U)cy) Total Basin Imperv. Pervious Storm Event .a CONCRETE SIDEWALK fy Basin Area (SF) IC (SF) CN CN 6 Mo- Storm Flow/Volume 25 YR Storm Flow/Volume 100 YR Storm Flow/Volume W EXISTING CONCRETE SIDEWALK oIfy Post -Development r WO 77 z } z 00 cy)00 z AC PAVEMENT ur) (V DA -1 107,668 92,066 98 62 1.13 cfs 6018 CF 3.13 cfs 17575 CF 3.80 cfs 21602 CF EXISTING AC PAVEMENT w 6" CONCRETE CURB So STORM DRAIN LINE So ■ TRAPPED CATCH BASIN STORMTECH CHAMBER O DRAINAGE BASIN 2 3675 PROPOSED MAJOR CONTOUR (5' INTERVAL) 3676 PROPOSED MINOR CONTOUR (1' INTERVAL) W -------- 3690 -------- MAJOR CONTOUR (5' INTERVAL) H -------- 3691 -------- MINOR CONTOUR (1' INTERVAL) FLOW DIRECTION Q HORIZONTAL SCALE: 1"=30' 30 0 30 60 11JI A JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 WWW JACKSONMAIN. COM Engineer of Record: U J J W ~ W (7 W Q � o ry 0 O or -- 0) H U)cy) LO0 r LL U 0 J Zo fy W OZ U) in O W>w Y W L oIfy � r WO 77 z } z 00 cy)00 z Q ur) (V LU m W ~ W (D W Q � o 0 O or -- 0) U) LO0 r LL + O J W00 Q fy U) W Of in o Y W L z � r m z Z (7 = f) PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: YYXXX J. MITCHELL E.PASSEY J. LORD GRADING AND DRAINAGE PLAN C-3.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 0 r a rc U w O 2 W H Q ❑ PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: YYXXX J. MITCHELL E.PASSEY J. LORD GRADING AND DRAINAGE PLAN C-3.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 1 / A1.00 I 1 / A1.01 <--US ST ---> OVERALL SITE PLAN TRUE PROJECT NORTH NORTH � \ 1 \ HIGH BANKS RD \ � HIGH BANKS RD \\ HIGH BANKS RD OR 126 � m SITE PLAN -WEST W1" = 20-0" TRUE PROJECT NORTH NORTH SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 120 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 150 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVILAND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) -THESE CORRESPOND TO ARCHITECTURAL 0'-0" L. ALL EXTERIOR CONCRETE STAIRS SHALL RECEIVE EMBEDDED NOSING AS SPECIFIED. SURFACE MOUNTED NOSING WITH MECHANICAL FASTENERS ARE NOT ACCEPTABLE KEYNOTES: # NOTE 03.04 CONCRETE WHEEL STOP REF. CIVIL 32.03 NEW 6-0" HIGH BLACK ORNAMENTAL METAL PICKET FENCE PER PLANS AND DETAILS. ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ W J 0 AJ,GH J RM Q uj F' 00 I -- C7 U 0 lY\ i O Z Z I— Lo ) J H- CD 1v1 LL co J J Z rn Lu O z U) (n O W?w o W LL C) of WO z0 } Z co cz(y) z Q N W m Lu 22145 ~ W DH 0 AJ,GH W RM Q F' 00 I -- (Y U 0 0 Z Z U) Lo O o LL + w J Q p ry W J QO (n W 0 o W LL Y W ~ z m Z_ Z 0_ (7 n aw=U) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ,GH CHECKEDBY: RM SITE PLAN a a rc U w a a Z W H Q C1 PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ,GH CHECKEDBY: RM SITE PLAN A1.00 JACH IMAIN ARC ITECTU RE PS®'= I - F OVERALL SITE PLAN i"=49 -(r TRUE PROJECT NORTH N'JRTI Em 0 — _ _O' INKS ROAD — - — - — — 1 / A1.D0 I 1 / A1.01 ip C B A OFFICE y W l i -----------�--- --- - - - - ----moi ,� i -- - —- --—-----—-—-—---—- — -- - —- - - _/-- 1 / A1.00 1 / A1.01 - — <--OR 126 SITE PLAN- EAST f =20'-6" TRUE PROJECT NORTH NORTH SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 120 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 150 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVILAND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) -THESE CORRESPOND TO ARCHITECTURAL d-0" L. ALL EXTERIOR CONCRETE STAIRS SHALL RECEIVE EMBEDDED NOSING AS SPECIFIED. SURFACE MOUNTED NOSING WITH MECHANICAL FASTENERS ARE NOT ACCEPTABLE 32.03 KEYNOTES: # NOTE 11.01 VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, ~ W KEY -PAD PANEL MOUNTED ON KEYPAD BOLLARD PER DETAIL; PROVIDE 0 ELECTRICAL CONDUIT RUNS TO MOTOR OPERATOR AND BOLLARD LOCATIONS; J REF. ELECTRICAL SITE PLAN 32.03 NEW 6,0" HIGH BLACK ORNAMENTAL METAL PICKET FENCE PER PLANS AND F' DETAILS. 32.04 ORNAMENTAL METAL PICKET PEDESTRIAN GATE, TUBULAR METAL, 36° WIDE U EQUIPPED WITH ANSI A117.1 COMPLIANT HARDWARE AND PICKETS TO O PREVENT ENTRY OR ACTUATION FROM EXTERIOR SIDE. o Wlw O Z Z I— Em 0 — _ _O' INKS ROAD — - — - — — 1 / A1.D0 I 1 / A1.01 ip C B A OFFICE y W l i -----------�--- --- - - - - ----moi ,� i -- - —- --—-----—-—-—---—- — -- - —- - - _/-- 1 / A1.00 1 / A1.01 - — <--OR 126 SITE PLAN- EAST f =20'-6" TRUE PROJECT NORTH NORTH SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 120 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 150 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVILAND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) -THESE CORRESPOND TO ARCHITECTURAL d-0" L. ALL EXTERIOR CONCRETE STAIRS SHALL RECEIVE EMBEDDED NOSING AS SPECIFIED. SURFACE MOUNTED NOSING WITH MECHANICAL FASTENERS ARE NOT ACCEPTABLE 32.03 KEYNOTES: # NOTE 11.01 VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, ~ W KEY -PAD PANEL MOUNTED ON KEYPAD BOLLARD PER DETAIL; PROVIDE 0 ELECTRICAL CONDUIT RUNS TO MOTOR OPERATOR AND BOLLARD LOCATIONS; J REF. ELECTRICAL SITE PLAN 32.03 NEW 6,0" HIGH BLACK ORNAMENTAL METAL PICKET FENCE PER PLANS AND F' DETAILS. 32.04 ORNAMENTAL METAL PICKET PEDESTRIAN GATE, TUBULAR METAL, 36° WIDE U EQUIPPED WITH ANSI A117.1 COMPLIANT HARDWARE AND PICKETS TO O PREVENT ENTRY OR ACTUATION FROM EXTERIOR SIDE. wil A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ W J 0 AJ,GH J RM Q F' 00 I -- fui V U O o O Z Z I— Lo O o LL CD O 1v1) I..L covJ J J Z rn Lu 077 Q U) (n O Lu ? w LL ofy W w0 Zo } z Do `''w z Q N CD Lu 22145 ~ W DH 0 AJ,GH W RM Q F' 00 I -- (Y U O o Z Z U) Lo O o LL + w J Q p ry Lu J Q O (n W 0 o Lu LL Y W ~ z m Z_ Z0_ (7 I aw=U) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ,GH CHECKEDBY: RM O a rc U W D a Z W H Q D PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ,GH CHECKEDBY: RM SITE PLAN A1.01 JACH IMAIN ARC ITECTU RE PS®'= SHEET NOTES: 4'-4" 21'-5" ----------------- - - - -zw KEYNOTES: � n O O II (? Q m ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U ~ W J 0 J Q W F' 00 I -- C7 U Q O o �' � O Z Z H Lo U(y)F-�o LL LLco W J J Z rn W OZ QO U) (n O W?w o W LL ory w 2 w0 Z } z Do `'' z Q N w m W ~ W 0 W Q F' 00 I -- (Y U O o �' � Z Z U) Lo O o LL + W J Q p ry W J QO (n W � o W LL Y w 2 (D Z - ~ U Z W C7 a_ aU)=U) PROJECT NO.: 22145 ENLARGED SITE PLAN - ENTRANCE GATE PROJECT MGR.: DH 1B" =1' 0" DRAWN BY: AJ,GH \J CHECKED BY: RM ENLARGED SITE PLANS A1.02 JACH I MAIN ARp ITEC RE PS ®'= O H a rc U W D Q 2 H Q PROJECT NO.: 22145 ENLARGED SITE PLAN - ENTRANCE GATE PROJECT MGR.: DH 1B" =1' 0" DRAWN BY: AJ,GH \J CHECKED BY: RM ENLARGED SITE PLANS A1.02 JACH I MAIN ARp ITEC RE PS ®'= a DESIGNER NOTE: VERIFY WHAT GATE IS USED FOR AND IF SELF STORAGE NOTES ARE NEEDED AND IF SO, WHERE ARE THEY LOCATED. (20' - d' PREFERRED) PEDESTRIAN ACCESS GATETO BE THE SAME MATERIAL AND COLOR AS GATE/ FENCE, WITH SECURITY MESH 9 R PAN EL AN D ACCESSIBLE LEVER y N HANDLE HARDWARE SEE MAN GATE DETAIL FOR MORE INFORMATION a OPTIONAL C.I.P. 6" CONCRETE CURB. SEE PLAN FOR PLANTER LOCATION. RUN CURB IN fO FRONT OF CMU FENCE PIER, WHERE OCCURS. EDGE OF CONCRETE SLAB (VERIFY WITH CIVIL) AUTOMATIC SLIDING GATE - ENTRY/EXIT PLAN METAL ENCLOSURE FOR KEYPAD 3x 3x 1/4" TUBE STEEL KEYPAD COLUMN. FINISH WITH SILICON - POLYESTER PAINT, (COLOR PER OWNER). COLUMN TO BE PREFABRICATED BY'QUICKSTOR DESIGNS' OR EQUAL BASE COVER PLATE WITH (4) 9x 3/8" 'L' ANCHOR BOLTS (ALL -THREAD BOLT TYPE ONLY) 1"ABOVE CONCRETE PAD PL. NOTE: CURB PER CIVIL OR PROVIDED CURB DETAIL (1) 3/4"AND (1) METAL CONDUITS KEY PAD - SECTION DETAIL TYPICAL PEDESTAL KEYPAD WITH (2) 6" dia. BOLLARDS GATE OPERATOR WITH BOLLARD PROTECTION GATE PROTECTION GUARD WITH 6" dia. BOLLARDS AND 8" STEEL CHANNEL PAINTED PUBLIC STORAGE ORANGE. USE WHERE PARKING OR PEDESTRIAN CIRCULATION IS ADJACENT TO SLIDING GATE. TYPICAL SLIDING GATE STEELTRACK TYPICAL 6'-0" HIGH PICKET FENCE 6" SQUAR E STAN DAR D METAL FENS E POST AT GATE OPENING TYPICAL METAL PICKET SLIDING GATE, VERIFY GATE TYPE USED AT SITE TYPICAL PAINTED'STOP SIGN' TYPICAL DETECTOR LOOP, SEE SPECIFICATION FOR FURTHER INFO 8" 3x 3x 1/4" STEEL TUBE CENTERED 3/4" AND WELDED TO PLATE 0 0 (4) 7/16" 0 THROUGH HOLES 3/4" 0 CON DU IT 04—�a0 2'0 THROUGH HOLES 0 0 Bx 8x 3/16" STEEL PLATE NOTE: USE 9 -LONG x 3/8"L' BOLTS IN CONCRETE PAD. ALL BOLTS SHALL BE ALL-TH READ MATERIAL ONLY EACH BOLT SHOULD NOT EXCEED 1"ABOVE CONCRETE. KEY PAD - BASE PLATE DETAIL 1 1/T = 111 ACCESSIBILITY SYMBOL PER a (REFERENCE CODE) AND ICC/ANSI A117.1, CHAPTER 703 CHARACTERS PER (REFERENCE CODE) AND ICC/ANSI Al 17.1 ENTRANCE BRAILLE SYMBOLS PER (REFERENCE CODE) AND ICC/ANSI A117.1 6' ACCESSIBILITY SYMBOL PER (REFERENCE CODE) AND ICC/ANSI Al 17. 1, CHAPTER 703 DIRECTIONAL NOTE: 1. IDENTIFICATION SIGNS SHALL BE PER (REFERENCE CODE) AND ICC/ANSI A117.1-2009. 2. CENTERLINE OF SIGN SHALL BE 10" FROM THE LATCH SIDE OF DOOR. 3. REFER TO SIGNAGECONSULTANT'S DRAWINGS FOR SIGN LOCATIONSAND REQUIRED TEXT. 4. SEE SIGNAGE PACKAGE FOR SIGN MATERIALS AT (GARAGE ELEVATOR LOBBY) LOCATIONS. PROVIDE SAMPLES FOR APPROVAL PRIOR TO FABRICATION. 5. SIGNS SHOWN ARE REPRESENTATIVE ONLY. REFER TO SIGNAGE DESIGNER PLANS FOR ADDITIONAL INFORMATION. S. SUBMIT FULL SIZE SAMPLES OF ALL SIGNS TO THE ARCHITECT AND SIGNAGE CONSULTANT FOR APPROVAL. VERIFY CODEAND DATE REFERENCES ACCESSIBLE ENTRANCE AND 17 DIRECTIONAL SIGNAGE (2017 3" T-17' ORNAMENTAL METAL FENCE III 4" CATCH POST WITH 10" CATCH PLATE PRESSURE SENSOR EDGE STOP SWITCH ON LEADING EDGE OF GATE, BY MILLER EDGE OR OWNER APPROVED EQUAL INVERTED STEELANGLE ROLLING GATE TRACKS WITH ANCHOR STUDS IMBEDDED INTO CONCRETE DESIGNER NOTE: CHECK WITH LOCAL JURISDICTION FOR ADDITIONAL SIGNAGE DESIGNER NOTE: CHECK WITH LOCAL JURISDICTION FOR ADDITIONAL SIGNAGE REQUIREMENTS. FOR EXAMPLE CALIFORNIA T24 REQUIRES"MINIMUM FINE" DISPLAYED. REQUIREMENTS. FOR EXAMPLE CALIFORNIA T24 REQUIRES"MINIMUM FINE" DISPLAYED. 16" OfI— 00� WE IT, MILE; wwk ARROW DIRECTION VARIES PER LOCATION/ ORIENTATION OF SIGN R ELATIV E TO EXIT- SEE G0.02 AN D GO.03. ACCESSIBILITY DIRECTIONAL EXIT SIGN (2017) 1 1 3' =1,-g, 4 C <V E7S;ifl PAINT WITH 2 COATS OF TRAFFIC LINE WHITE NOTE: PROVIDE PAINTED DIRECTIONAL AR ROW AT ALL LOCATIONS INDICATED ON SITE PLANS PARKING DIRECTIONAL ARROW SINGLE DESIGNER NOTE: VERIFY HEIGHT OF ANY FENCE PER PLAN AND COORDINATE HEIGHT ON THESE DETAILS. V" SQUARE x 14ga. 3 6 FULLY WELDED END CAP :KET SLOPED TO DRAIN 0 1-1/2" 14 ga. IANNEL RAIL TYP. 4" SQUARE POST, FOR .00. POST ANCHORAGE REFERENCE POST DETAIL I/2" SQUARE POST IE OF EXISTING tADE JTE: PAINT ALL METAL PER ELEVATIONS EXPANDED MEAL c c SECURITY MESH, COLOR ro r TO MATCH FENCE STEEL SECURITY PLACE FORHARDWARE ACCESSIBLE HARDWARE WITH KEY LOCK AND R SELF-CLOSING EGRESS M HARDWARE FINISH GRADE O NOTE: PAINT ALL METAL ORNAMENTAL PEDESTRIAN GATE i/2"= III ORNAMENTAL ROLLING GATE DETAIL V7 =1'-0" 4" GUIDE POST 2x 1-1/2" METAL GATEFRAME 3/4" SQUARE BAR AT 4-3/4" O.C. GATE OPERATOR NOTE: PAINT ALL METAL ro RESERVED WIDE GREEN CO N COLOR BAND PARKIN REF. NOTE SBELOW ACCESSIBLE PARKING ONLY <V VAN 0 ACCESSIBLE REF. NOTE 6 BELOW WHITE REFLECTIVE BACKGROUND TYP.) 1 1/2" dia. SSTL POST 3/8" WIDE GREEN COLOR BAND WHITE REFLECTIVE BACKGROUND TYP.) REF. NOTE 5 BELOW PROVIDE VAN SIGN AT EACH VAN SPACE INDICATED ON SITE PLAN LL 1- OJF z ?v zm 12" rca �0Zw rc $ aN 90Y0 N A f0 a •• a NOTE: 1. PLACE ONE SIGN PER ADA STALL AS INDICATED ON SITE PLAN. 2. THIS SIGN MAY BE USED AS WALL MOUNTED, PROVIDED THE BOTTOM OF THE SIGN IS 60" MIN. ABOVETHE STALL HEIGHT OFTHE PARKING SPACE. 3. SIGNS SHALL BE CENTERED ON THE PARKING SPACE. 4. THE SIGN FACE SHOULD BE LOCATED NO FARTHER THAN 6 FEET FROM EACH PARKING SPACE. 5. CONTRACTOR TO COORDINATE ALL LETTERING SERIES AND COLOR WITH LOCAL JURISDICTION. 6. INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE ON Bx 6" BLUE FIELD WITH 1/2" RADIUS CORNERS. ACCESSIBLE PARKING SIGNAGE ACCESSIBLE PARKING SIGN, REFERENCE ENLARGED DETAIL FOR LOCATION AND ADDITIONAL INFORMATION ------ 3" WIDE TRAFFIC WHITE PAINT, T- 0" O.C. AT 45 DEGREEANGLE 3x T INTERNATIONAL SYMBOL OF ACCESSIBILITY, CENTER ON SPACE 3" WIDETRAFFIC WHITE PAINT. TYP. N00 0 nw ? 0 w w ko �a my Q LL Y 0 O A Z 0 O 0 m O x m Fa ACCESSIBLE PARKING SIGN, REFERENCE DETAIL X.XXX. REFERENCE SITE PLAN FOR SIGN LOCATIONS 1-1/2" dia. S.StI. POST CONCRETE FOOTING ACCESSIBLE PARKING SIGNAGE POST IF INDICATED ON PLAN, COLUMN PER STRUCTURAL EQ EQ 8'-0" 5.41 (8'- U' AT VAN STALL) NOTE: 1. ACCESSIBLE PARKING PER THE WASHINGTON STATE CODE SECTION 1106 - PARKING AND PASSENGER LOADING FACILITIES 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKINGS SHALL BE PLACED IN EACH PARKING SPACE DESIGNATED FOR USE BY PERSONS WITH DISABILITIES. A BLUE BACKGROUND WITH THE WHITE BORDER MAY SUPPLEMENT THE WHEELCHAIR SYMBOL. 1 ACCESSIBLE PARKING STALL c v c v BOLLARD - STEEL PIPE - CONCRETE FOOTING v2" = r -m DOME CONCRETE CAP B" 0 (U.N.O.) STEEL PIPE BOLLARD FILLED W/ CONC PAINT PER EXTERIOR SCHEDULE CEMENT WASH 12" 0 CONIC. FOOTING NOTE: PAINT EXPOSED PORTION OF STEEL PIPE WITH (2) COATS SAFETY YELLOW 6" 0 STEEL BOLLARD WITH ROUNDEDCAP 3/4" STEEL PLATE 12K 1Z' WITH 3/4" 0 ANCHOR BOLTS WITH 5" EMBEDDED ELEVATION 6" 0 STEEL BOLLARD WITH 0 o ROUNDEDCAP 0 0 3/4" STEEL PLATE 12" x 12" WITH 3/4" 0 ANCHOR PLAN BOLTS WITH 5" EMBEDDED BOLLARD - STEEL PIPE - SURFACE MOUNTED v2" = r -(r JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t20632448 0 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ W J (� AJ,GH J RM <� OfI— 00� fW U <V�/ 0 L.I. (j) O z 7 U) LO V)Cy) F-� O LL u J J z rn W Oz QO U) (n O Lu o W u— C) of CwC WO z ` r7 LCy) 00 c z Q N W CD W 22145 ~ W DH (� AJ,GH W RM <� OfI— 00� L.I_ U 0 0 (j) z 7 U) LO O LL + W J Q p D_ W J QO (n W 0 o u— LIE CwC m z z D_ (D I a� _� PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ,GH CHECKED BY: RM O a 0 w D O Z w D PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ,GH CHECKED BY: RM SITE DETAILS A1.03 JFCI(SgJ MFIN FRp11TEClURE P.S ®'e023 ►mac--..C17fi _ ._d. _-. ®All '/til MEMWIM (/) o QTY W H SHRUBS GRASSES / VINES a LU DIAMETER AT BREAST HEIGHT 0 co oo 0 5GAL - � o rn 1 GAL - m V) aC) W z J >° CORNUS SERVICEA'FARROW/ ARTIC FIRE DOGWOOD 0� ❑ (E)CONTAINER �S U Z 5GAL a U ::)T: >co - 3a oLU w� I< �� ` d'Q IN m::)" a` 5'HT. - w ` - a=o ae za YJOJ •_ Uz LU m Z (7 a o m d W I J) ►mac--..C17fi _ ._d. _-. ®All '/til MEMWIM Mq�k BOTANICAL / COMMON PLANT NAME SIZE QTY REMARKS SHRUBS GRASSES / VINES BALLED AND BURLAP DBH DIAMETER AT BREAST HEIGHT ARBUTUSUNEDO / STRAWBERRYTREE 5GAL - (E) CONTAINER CALAMAGROSTIC'KARL FOERSTER' / FEATHER REED GRASS 1 GAL - (E) CONTAINER O CORNUS SERVICEA'FARROW/ ARTIC FIRE DOGWOOD 5GAL - (E)CONTAINER ^ 1.:.., 5GAL - ( ) CONTAINER - PRUNUS LAUROCERASUS'OTTO LUYKEN' / OTTO LUYKEN LAUREL 5 GAL - (E) CONTAINER 0_' THUJA OCCIDENTALIS'EMBER WAVES'/ ARBORVITEA 5'HT. - (E) CONTAINER 0) 0 Z Q Lo N LU m Z (7 Df Mq�k SYMBOL BOTANICAL / COMMON PLANT NAME SIZE QTY REMARKS SHRUBS GRASSES / VINES BALLED AND BURLAP DBH DIAMETER AT BREAST HEIGHT ARBUTUSUNEDO / STRAWBERRYTREE 5GAL - (E) CONTAINER CALAMAGROSTIC'KARL FOERSTER' / FEATHER REED GRASS 1 GAL - (E) CONTAINER O CORNUS SERVICEA'FARROW/ ARTIC FIRE DOGWOOD 5GAL - (E)CONTAINER ^ GARRYA ELIPIPTICA / SILK TASSEL 5GAL - ( ) CONTAINER - PRUNUS LAUROCERASUS'OTTO LUYKEN' / OTTO LUYKEN LAUREL 5 GAL - (E) CONTAINER 0_' THUJA OCCIDENTALIS'EMBER WAVES'/ ARBORVITEA 5'HT. - (E) CONTAINER 0) 0 Z Q Lo N LU m Z (7 Df / J) PLANT PALETTE - ANYTIME STORAGE - SPRINGFIELD , SYMBOL BOTANICAL / COMMON PLANT NAME SIZE QTY REMARKS 0 TREES Cl - (D) B&B 0 ACER RUBRUM'ARMSTRONG' /ARMSTRONG RED MAPLE 2"CAL - (D)B&B 0 FRAXINUS LATIFOLIA/OREGON ASH 2"CAL - (E) B&B GLEDITSIA TRIACANTHOS'INERMIS'/ THORNLESS HONEY LOCUST 2"CAL PINUS NIGRA /AUSTRIAN BLACK PINEE V HT - (E) B&B SYMBOL BOTANICAL / COMMON PLANT NAME SIZE QTY REMARKS SHRUBS GRASSES / VINES BALLED AND BURLAP DBH DIAMETER AT BREAST HEIGHT ARBUTUSUNEDO / STRAWBERRYTREE 5GAL - (E) CONTAINER CALAMAGROSTIC'KARL FOERSTER' / FEATHER REED GRASS 1 GAL - (E) CONTAINER O CORNUS SERVICEA'FARROW/ ARTIC FIRE DOGWOOD 5GAL - (E)CONTAINER ^ GARRYA ELIPIPTICA / SILK TASSEL 5GAL - ( ) CONTAINER - PRUNUS LAUROCERASUS'OTTO LUYKEN' / OTTO LUYKEN LAUREL 5 GAL - (E) CONTAINER 0_' THUJA OCCIDENTALIS'EMBER WAVES'/ ARBORVITEA 5'HT. - (E) CONTAINER SYMBOL BOTANICAL / COMMON PLANT NAME SIZE QTY REMARKS GROUNDCOVERS / GRASSES / VINES BALLED AND BURLAP DBH DIAMETER AT BREAST HEIGHT COTONEASTER DAMMERI / BEARBERRY COTONEASTER i GAL - ( ) CONTAINER, PLANT @J 30" O.C. PRUNUS LAUROCERASUS'MOUNT VERNON' / MV LAUREL 1 GAL - (E) CONTAINER, PLANT @ 30" O.C. ® ROSA RAGOSA / 1 GAL - ( ) CONTAINER, PLANT @ 30" O.C. Z O rn Z U VIBURNUM DAVIDII / NCN O - OCONTAINER, PLANT@J 39'O,C, * INDICATES NATIVE PLANT NOTES (E): EVERGREEN (D): DECIDUOUS (P): PERRENIAL B&B: BALLED AND BURLAP DBH DIAMETER AT BREAST HEIGHT PLANT QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES PRIOR TO SUBMITTING BID. ALL SPECIFIED PLANTS SHALL FOLLOW THE STANDARDS ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1-2014 UPDATED AND SHALL BE GRADE #1 IN ALL RESPECTS. \ r. :.r. ONP\ \ \ \ ONp \ \ ONP\ \ \O'yp\r". �•� ! \ ONp � � 1 SPR/NGP/FLn, OREGON - SGHAEMAT/G DE5/6N PHASE OGALE: l "= 30'-0" < 3C.) -0.. �► O' 15' 50' 60' 1 D NORTH J J Lu � (D W 00 ry 0 O U) C) U) NO LL U 0 J Lu Z O rn Z U O w>LU p0 Lu 0 0_' LU Z O } Z 0) 0 Z Q Lo N LU m Lu � W 00 0 O U) C) U) NO Lo W J + U) Df0 p0 Lu C) Y W L r Z � } m = Z Z (7 Df J) z 0 a rc N 0 Cl z w 0 PROJECT NO.: PROJECT MGR.: DRAM BY: CHECKED BY: LANDSCAPE PLAN SD.1 JACKSON I MAN ARCHITECTURE P.S. ®i032 r� N K 9 se use our PANELC m 400 AMPP PANEL B PANEL C PANEL J PANEL K PANEL F PANEL G PANEL H PANEL D PANEL E UTILITY COMPANY rNiJ CT/ METER 240/120V, 1PH, 100 AMP 60 AMP 60 AMP 30 AMP 100 AMP 60 AMP 60 AMP 60 AMP 30 AMP m (NEMA 3R) 3W 240/120 V, 1PH, 240/120V, 1PH, 240/120 V, 1PH, 240/120 V, 1PH, 240/120 V, 1PH, 240/120 V, 1PH, 240/120 V, 1PH, 240/120 V, 1PH, 240/120 V, 1PH, >= SUSE RATED 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3 O I00A/2P 100A/2P 60A/2P 60A/2P F60A/2P 60A/2P 30A/2P rcl 100A72P 10OA/2P 60A/2P con 0 400A/2 100A/2 )60A/2 )60A/2 )30A/2 )100A/2 )60A/2 60A/? 60A/2 )30A/2 0 o EXTERINR $ TO BUILDING $ 4002 1002 602 602 302 602 602 302 'o — 1002 602 on a a on N ELECTRICAL RISER DIAGRAM a` SCALE: NOT TO SCALE N a N N oN N N U N 2 0 LL PHOTOMETRICS SCALE: NONE ALL LIGHTS TO BE 12'-0" A.F.F. 0 BUILDING A - ELECTRICAL SCALE: 1/8" = 1'-0" 0 a D -Series Size 1 LED Wall Luminaire nota. 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Na. -/15]23 COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR COMMERCIAL OUTDOOR d F1 104 � rW V LU n/ L LQ 00 NV � O Q (J) I— Z Z �O V J N is: 1QI W J p of W Q 0 Y W_ CwC G Q LL / Zc7 1 !,'t^ VJ F2 � F1 F2� F2� F2� � F2 0 F10 E1 � F1 x1 F2 0 F1 F2 0 z F2� F2 w a e F2 F2 0 F1 0 1 O E1 JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW.JACKSCNMAI N.COM Electrical Consultants, Inc. 19015 36th Avenue West, Suife fi Lynnwood, Washington 98036 Phone 1425) 775-1799 FAX (425) 774-9890 PROGRESSSET NOT FOR CONSTRUCTIONlee— LU (YCD CY)) J J LU � rW V LU n/ L LQ 00 NV � O Q (J) I— Z Z �O V J N is: 1QI W J p of W Q 0 Y W_ CwC G Q LL / Zc7 1 !,'t^ VJ F2 � F1 F2� F2� F2� � F2 0 F10 E1 � F1 x1 F2 0 F1 F2 0 z F2� F2 w a JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW.JACKSCNMAI N.COM Electrical Consultants, Inc. 19015 36th Avenue West, Suife fi Lynnwood, Washington 98036 Phone 1425) 775-1799 FAX (425) 774-9890 PROGRESSSET NOT FOR CONSTRUCTIONlee— LU (YCD CY)) J J LU O ll^^ LL vJ J zrn LU ` O U) z J (n CW > w C Lu } 00 Z z Q N m � rW V LU n/ L LQ 00 NV � O Q (J) I— Z Z �O V J N is: 1QI W J p of W Q 0 Y W_ CwC G Q LL / Zc7 1 !,'t^ Z � rW V LU n/ L LQ 00 ILL..II�� � O Q (J) I— Z Z U) N is: 1QI W J p of W Q 0 Y W_ CwC G Q LL / Zc7 1 !,'t^ VJ Z 0 is: rc N d 0 z w a PROJECT NO.: 23016 PROJECT MGR.: WEN DRAWN BY: WEN CHECKED BY: BAA BUILDING A ELECTRICAL E1.00 JACKSON MAIN ARCHITECTURE P.S. 02022 PANEL DP PANEL B PANEL C PANEL J PANEL K PANEL F PANEL G PANEL H PANEL D PANEL E UTILITY COMPANY 400 AMP 100 AMP 60 AMP 60 AMP 30 AMP 100 AMP 60 AMP 60 AMP 60 AMP 30 AMP CT/ METER 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, SUSE RATED (NEMA 3R) 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC ELECTRICAL RISER DIAGRAM SCALE: NOT TO SCALE BUILDING A - ELECTRICAL SCALE: 1/8" = 1'-0" ml 104 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 W W W JACKSCNMAIN CCM mI Electrical Consultants, Inc. 19015 36th Avenue West, Suid, E Lynnwood, Washington 98036 Phone 1425) 775-1799 FAX (425) 774-9870 PROGRESSSET NOT FOR CONSTRUCTION U J J W � PROJECT MGR.: (7 DRAWN BY: WEN Q BAA ry U V O rn 1-- U) (Y) 0 LL J U LU W Z OZ rn U QO O W>LU ro LU ory W C_ LU0 Zo LL } z 0) Z Q Lo N LU m W � PROJECT MGR.: C7w DRAWN BY: WEN CHECKED BY: BAA U V O rn 1-- U)0 U)0 LL LO + LU EY W QO ro LU Y W C_ Q LL co z — Z _ C7 n Q = (n goo, SSP ?7 P�N A. p06 OOFOV EXPIRATION DATE; 12-31-9 PROJECT NO.: 23016 PROJECT MGR.: WEN DRAWN BY: WEN CHECKED BY: BAA BUILDING A ELECTRICAL E1.00 JACKSON I MAIN ARCHITECTURE P.S. 02022 PANEL DP PANEL B PANEL C PANEL J PANEL K PANEL F PANEL G PANEL H PANEL D PANEL E UTILITY COMPANY 400 AMP 100 AMP 60 AMP 60 AMP 30 AMP 100 AMP 60 AMP 60 AMP 60 AMP 30 AMP CT/ METER 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, SUSE RATED (NEMA 3R) 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC ELECTRICAL RISER DIAGRAM SCALE: NOT TO SCALE BUILDING C - ELECTRICAL SCALE: 1/8" = V-0" ml 104 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 W W W JACKSCNMAIN CCM mI Electrical Consultants, Inc. 19015 36th Avenue West, Suid, E Lynnwood, Washington 98036 Phone 1425) 775-1799 FAX (425) 774-9870 PROGRESSSET NOT FOR CONSTRUCTION U J J W � PROJECT MGR.: (7 DRAWN BY: WEN Q BAA ry U V O rn 1-- U) (Y) 0 LL J U LU W Z OZ rn U QO O W>LU ro LU ory W C_ LU0 Zo LL } z 0) Z Q Lo N LU m W � PROJECT MGR.: C7w DRAWN BY: WEN CHECKED BY: BAA U V O rn 1-- U)0 U)0 LL LO + LU EY W QO ro LU Y W C_ Q LL co z — Z _ C7 n Q = (n goo, SSP ?7 P�N A. p06 OOFOV EXPIRATION DATE; 12-31-9 PROJECT NO.: 23016 PROJECT MGR.: WEN DRAWN BY: WEN CHECKED BY: BAA BUILDING C ELECTRICAL E1.00 JACKSON I MAIN ARCHITECTURE P.S. 02022 PANEL DP PANEL B PANEL C PANEL J PANEL K PANEL F PANEL G PANEL H PANEL D PANEL E UTILITY COMPANY 400 AMP 100 AMP 60 AMP 60 AMP 30 AMP 100 AMP 60 AMP 60 AMP 60 AMP 30 AMP CT/ METER 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, SUSE RATED (NEMA 3R) 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC ELECTRICAL RISER DIAGRAM SCALE: NOT TO SCALE BUILDING D - ELECTRICAL SCALE: 1/8" = V-0" ml 104 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 W W W JACKSCNMAIN CCM mI Electrical Consultants, Inc. 19015 36th Avenue West, Suid, E Lynnwood, Washington 98036 Phone 1425) 775-1799 FAX (425) 774-9870 PROGRESSSET NOT FOR CONSTRUCTION U J J W � PROJECT MGR.: (7 DRAWN BY: WEN Q BAA ry U V O rn 1-- U) (Y) 0 LL J U LU W Z OZ rn U QO O W>LU ro LU ory W C_ LU0 Zo LL } z 0) Z Q Lo N LU m W � PROJECT MGR.: C7w DRAWN BY: WEN CHECKED BY: BAA U V O rn 1-- U)0 U)0 LL LO + LU EY W QO ro LU Y W C_ Q LL co z — Z _ C7 n Q = (n goo, SSP ?7 P�N A. p06 OOFOV EXPIRATION DATE; 12-31-9 PROJECT NO.: 23016 PROJECT MGR.: WEN DRAWN BY: WEN CHECKED BY: BAA BUILDING D ELECTRICAL E1.00 JACKSON I MAIN ARCHITECTURE P.S. 02022 to to N a LL PANEL DP PANEL B PANEL C PANEL J PANEL K PANEL F PANEL G PANEL H PANEL D PANEL E UTILITY COMPANY 400 AMP 100 AMP 60 AMP 60 AMP 30 AMP 0 60 AMP 60 AMP 60 AMP 30 AMP CT/ METER 240/120 V, 1PH, 10AMP 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, LET, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, SUSE RATED (NEMA 3R) 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC ELECTRICAL RISER DIAGRAM SCALE: NOT TO SCALE BUILDING E - ELECTRICAL SCALE: 1/8" = V-0" ��I 1•I JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 W W W JACKSONMAI N.COM Ift Electrical Consultants, Inc. 19015 36th Avenue West, Suite E Lynnwood, Washington 98036 Phaa, 1425) 775-1799 FAX (425) 774-9870 PROGRESSSET NOT FOR CONSTRUCTION U J J W � PROJECT MGR.: (7 DRAWN BY: WEN Q BAA ry U ~ O �Z rn 1-- Z U) (y) LL U 0 J W Z OZ rn U QO O W>LU ro LU ory W C_ w0 Zo LL } z 0) Z Q Lo N LU CO W � PROJECT MGR.: C7w DRAWN BY: WEN CHECKED BY: BAA U ~ O �Z rn 1-- Z U) 0 LL LO + LU EY W QO ro LU Y W C_ Q LL C0 z — Z _ C7 n Q = (n g�� PROFc� .I ,P�yy 43� SSP ?1 P N , A. p04 EXPIRATION DATE; 12-31-9 PROJECT NO.: 23016 PROJECT MGR.: WEN DRAWN BY: WEN CHECKED BY: BAA BUILDING E ELECTRICAL E1.00 JACKSON I MAIN ARCHITECTURE P.S. 02022 PANEL DP PANEL B PANEL C PANEL J PANEL K PANEL F PANEL G PANEL H PANEL D PANEL E UTILITY COMPANY 400 AMP 100 AMP 60 AMP 60 AMP 30 AMP 100 AMP 60 AMP 60 AMP 60 AMP 30 AMP CT/ METER 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, SUSE RATED (NEMA 3R) 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC ELECTRICAL RISER DIAGRAM SCALE: NOT TO SCALE BUILDING F - ELECTRICAL SCALE: 1/8" = V-0" ml 104 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 W W W JACKSCNMAIN CCM mI Electrical Consultants, Inc. 19015 36th Avenue West, Suid, E Lynnwood, Washington 98036 Phone 1425) 775-1799 FAX (425) 774-9870 PROGRESSSET NOT FOR CONSTRUCTION U J J W � PROJECT MGR.: (7 DRAWN BY: WEN Q BAA ry U V O rn 1-- U) (Y) 0 LL J U LU W Z OZ rn U QO O W>LU ro LU ory W C_ LU0 Zo LL } z 0) Z Q Lo N LU m W � PROJECT MGR.: C7w DRAWN BY: WEN CHECKED BY: BAA U V O rn 1-- U)0 U)0 LL LO + LU EY W QO ro LU Y W C_ Q LL co z — Z _ C7 n Q = (n goo, SSP ?7 P�N A. p06 OOFOV EXPIRATION DATE; 12-31-9 PROJECT NO.: 23016 PROJECT MGR.: WEN DRAWN BY: WEN CHECKED BY: BAA BUILDING F ELECTRICAL E1.00 JACKSON I MAIN ARCHITECTURE P.S. 02022 N K 9 N 4 a C PANEL m 400 AMPP PANEL B PANEL C PANEL J PANEL K PANEL F PANEL G PANEL H PANEL D PANEL E UTILITY COMPANY 240/120V, 1PH, vNi CT/ METER 100 AMP 60 AMP 60 AMP 30 AMP 100 —Am P 60 AMP 60 AMP 60 AMP 30 AMP w (NEMA 3R) 3W 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, 240/120V, 1PH, SUSE RATED 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3W 22K AIC 3 O 100A/2P 100A/2P 60A/2P 60A/2P 60A/2P 60A/2P 30A/2P 5 rcl 100A/2P 10OA/2P 60A/2P a 0 400A/2 100A/2 )60A/2 )60A/2 )30A/2 )100A/2 )60A/2 60A/? 60A/2 )30A/2 0 .v EXTERIOR $ TO BUILDING 4002 1002 602 602 302 602 602 302 a - 1002 602 a a N ELECTRICAL RISER DIAGRAM a` SCALE: NOT TO SCALE N a N No N N U N 2 0 LL 79 80 DP -13 DP -9 DP -13 +12'-O"-A.FD` ----- —may E1 +12'-0" A.F.F. DIP 26 DP -28 DP -7 AT CLG DP -11 AT CLG DP -11 T DOF3 DO F3 DP -11 F4 F4 +12'-0" A.F.F. 11 E��F3 DP -11 DP -11 DP -1301 w X1 L J b OO E1 DP -7 DP -11 DP -11 ERV -1 CT ENCLOSURE D� F3 D� F3 UDP_ D F3 DP -5 -11 DP -7 E D R E T DP -1 D b,c WP —0 -B DP -24 X1 DP -9 AT CLG DP -7 DP -13 \EWH-ilE1 DP -1,3 DP -11 DP0 F3 DP -11 0 F3 DP -11 0 F3 DP -1(2) F3 c J9c c c DP-11HP-1 +17-0° A.F.F. 0F3 FC -2 DP -$4 C DP -7 DP -13 DP -11 DP -2,4 E1 O F3 DP -7 C DP -11 DP -11 DP -11 DP_11 O F3 O F3 O F3 F3 C c c CDP -30 DP -32 AT CLG DP -7 AT CLG (� - +12'-0" A.F.F. E1 DP -13 OFFICE - ELECTRICAL SCALE: 1/4" = 1'-0" 0 r. �n a a ml 104 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 '206A24 4800 W W W JACKSCNMAIN CCM mi Electrical Consultants, Inc. 19015 36th Avenue West, Suid, E Lynnwood, Washington 98036 Phone 1425) 775-1799 FAX (425) 774-9870 PROGRESSSET NOT FOR CONSTRUCTION U J J W � PROJECT MGR.: (7 DRAWN BY: WEN Q BAA ry U) V O 1-- zz U) (Y) CD LL J U w W 77 OZ (j) U <0 O W>w °o LU ory W C_ w0 zo LL } z 0) z Q Lo N LU m W � PROJECT MGR.: (7w DRAWN BY: WEN CHECKED BY: BAA U) V O zz cn LL ILD0 + w LU <0 °o LU Y W C_ Q LL m z Z C7 Q = i) E� PREN SNP ,xi 7 PCN OV \-\O <FY A. p06 EXPIRATION DATE; 12-31-9 PROJECT NO.: 23016 PROJECT MGR.: WEN DRAWN BY: WEN CHECKED BY: BAA OFFICE ELECTRICAL E1.00 JACKSON I MAIN ARCHITECTURE P.S. 02022