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APPROVED ENG PLN RESUB1 BLD2023-0345+Site_Plan+5.24.2023_8.32.51_AM+3565798U, 11 (/7 O I U 0 0 0 U U U 0 0 N 0 N I CD 0 a CD E ,? cV 0 CV 75 216TH STREET SW SD SD SD -SDI D SD- SD SD SD SD SD SD SD SD -W W S W W W --W W W RETAINING WALL, MAX 3' EX ASPHALT PATH PROPERTY LINE HEIGHT, SEE STRUCTURAL \ CONNECTION TO (TYP) EX 8" SEWER r I A A10 Cn17 r1CTA 11 C' s SS SS 0_ SS W PARKW&STRIPING RESTORATION (TYP) CONCRETE FLUSH - Wi /� ASPHALT s (2) PROTECTIVE - BOLLARD, SEE ARCH PLANS SD \ SD SD � � O C" o N �o o� o ID SS� (ASD SD SD SD SD S \s �SD�SD�SD S W SD�SD W W SD -SD- �S� �Vcr -SD- W _ -w w \SD MATCH NEW SIDEWALKCn o W �oCnTO EX SIDEWALK EX 8" SEWER EX 12" STORM EX ELECTRICAL ES -SS- EQUIPMENT Ss SS Ss Ss SS SS SD SD F 2.0' 9 � LO CIS - SITE SIGNAGE, UNDER SEPARATE PERMIT, SEE M ARCH PLANS "" � EX 6" WATER - w MAIN, (TYP) It \w EX 12" STORM \ So LINE (TYP) w SID So APPROXIMATE CONSTRUCTION MATERIAL STORAGE AREA, CONTRACTOR TO CONFIRM LOCATION WITH OWNER PRIOR TO CONSTRUCTION I --------------------- I I I--------------- - - L - GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF EDMOND'S STANDARD DETAILS AND SPECIFICATIONS IN EFFECT AT THE TIME OF THE CITY'S APPROVAL DATE SHOWN ON THE APPROVED PLANS. 2. THE CONTRACTOR SHALL INVESTIGATE ALL EXISTING SURFACE CONDITIONS AND EXISTING UNDERGROUND UTILITIES AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE IF ANY DISCREPANCIES OR CHANGED CONDITIONS ARE NOTED. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING SURFACE CONDITIONS OR EXISTING UNDERGROUND UTILITIES PRESENTED ON THESE DRAWINGS. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. S , SD so \ w TEMPORARY SEDIMENT TRAP FOR CATCH BASINS PER EDMONDS w STANDARD DETAIL ER-902. LOCATE IN ALL CATCH BASINS ON -SITE AND ALL w CATCH BASINS IN THE RIGHT-OF-WAY UP TO 500 FEET DOWNSTREAM OF THE PROPERTY (TYP) SD SD SD SI' SD SD - SD o -SD- / � SID / 4. EXISTING OR CONSTRUCTED IMPROVEMENTS ON -SITE OR IN THE RIGHT-OF-WAY DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 5. ALL TRASH AND DEBRIS ON SITE SHALL BE PROPERLY HANDLED AND DISPOSED IN ACCORDANCE WITH STATE OF WASHINGTON AND CITY OF EDMONDS REGULATIONS. 1 6. FENCE SHALL BE LOCATED ENTIRELY ON PRIVATE PROPERTY AND SHALL NOT ENCLOSE OR PREVENT ACCESS TO WATER METERS OR OTHER CITY UTILITIES. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. GRADING AND EARTHWORK NOTES: �e ACCESSIBLE STALL MARKING (TYP) o6 o EX 12" STORM UTILITY NOTES: o � N o w % COD EX FIRE HYDRANT (TYP) / 48" HIGH ALUMINUM RAIL AND PICKET FENCE, SEE ARCH DETAIL 1/A-502 � o EX 12" STORM (TYP) EX 8" SEWER MAIN (TYP) yam-- EX 8" WATER MAIN (TYP) r � EX UNKNOWN UTILITY COVER EX SIDEWALK EROSION CONTROL NOTES: 1. ALL ADA ACCESSIBLE PARKING SPACES ARE TO BE 1. NUMEROUS UTILITIES EXIST IN THE WORK AREA. 1. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTED AT 2.0% MAXIMUM SLOPE IN ANY CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING PROVIDING EROSION AND SEDIMENT CONTROL DIRECTION. ADA ACCESSIBLE ROUTES SHALL BE AND PROTECTING ALL EXISTING UTILITIES DURING BMPS TO PREVENT SEDIMENT FROM REACHING CONSTRUCTED WITH 2.0% MAXIMUM CROSS SLOPE CONSTRUCTION. PAVED AREAS, STORM SEWER SYSTEMS, AND 5.0% MAXIMUM LONGITUDINAL SLOPE. ADA DRAINAGE COURSES, AND ADJACENT ACCESSIBLE RAMPS SHALL BE CONSTRUCTED WITH 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY PROPERTIES. 2.0% MAXIMUM CROSS SLOPE AND 8.3% MAXIMUM COMPANIES PRIOR TO CONSTRUCTION WHO HAVE RUNNING SLOPE WITH 30 INCHES OF MAXIMUM RISE. FACILITIES IN THE VICINITY OF THE PROJECT AREA OF 2. IN THE EVENT THE PREVENTION MEASURES ARE THE WORK TO BE PERFORMED. NOT EFFECTIVE, THE CONTRACTOR SHALL 2. SLOPES SHALL BE CONSTRUCTED TO A MAXIMUM REMOVE ANY DEBRIS, SILT, AND MUD AND SLOPE OF 3:1 (HORIZONTALMERTICAL). 3. ALL EXISTING UTILITY VAULTS, LIDS, VALVES, ETC. RESTORE THE SITE, RIGHT-OF-WAY, OR SHALL BE ADJUSTED TO FINAL GRADE. ADJACENT PROPERTIES TO ORIGINAL CONDITION. 3. CONTRACTOR SHALL MATCH EXISTING GRADE AT TIE-IN LOCATIONS. 4. SURFACE CONDITIONS DISTURBED INCIDENTAL TO UTILITY WORK SHALL BE REPAIRED TO LIKE OR 4. ALL TEMPORARY SLOPES AND EXCAVATIONS SHALL BETTER CONDITION. CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. THE `° 0 ENGINEERING DIVISION APPROVED. lx�a 07/03/202 CONTRACTOR SHALL BE RESPONSIBLE FOR AND Applicant shall repair/replace all APPROVED BY PLANNING SHALL INSTALL, MAINTAIN, AND REMOVE SHORING damage to utilities or frontage AND BRACING AS REQUIRED. improvements in City right-of-way per city standards that is caused or Jun 20 2023 occurs during the permitted project. CIVIL LEGEND: PROPERTY LINE - - SAWCUT LINE ----------� SLOPE ARROW Z STORM PIPE W/ FLOW LSD AD AREA DRAIN • 1 CATCH BASIN PROTECTION ❑❑ ADA PARKING SIGN j BARRIER CURB PAVEMENT MARKINGS CONCRETE PAVEMENT . nt e ASPHALT PAVEMENT HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY CIVIL KEY NOTES: Kruger Building Exterior Floors 1 & 2 O 6" HIGH TRAFFIC RATED CURB 21600 Highway 99 O2 ADA ACCESSIBLE RAMP CONCRETE / 2" CSBC) Edmonds, WA 98026 (4" O3 ADA CURB RAMP (4" CONCRETE / 2" CSBC) DESIGN: AS/SK O4 CONCRETE SIDEWALK (4" CONCRETE / 2" CSBC), DRAWN: KIP FINISHING PER ARCH PLANS CHECKED: JE 55 ASPHALT PAVEMENT RESTORATION (4" HMA / 6" NO.: KPFF# 2300129 CSBC, OR MATCH EX IF GREATER) O6 GENERATOR PAD (8" CONCRETE / 6" CSBC) O AREA DRAIN AND 6" STORM DRAIN, FIELD LOCATE AND CONNECT TO EXISTING STORM DRAIN LINE, LOCATE RIM OF AREA DRAIN AT LOW POINT FLUSH WITH FINISHED GROUND SURFACE. O8 NO PARKING PAINT STRIPING, 4" WIDE DIAGONAL WHITE PAINT STRIPES SPACED 2.0' ON CENTER 1 (TYP) No Description Date PERMIT SET 03/23/2023 O9 4" WIDE PAINT STRIPE (TYP) 1 PERMIT CORRECTION 1 05/19/2023 10 REMOVE EXISTING PAINT STRIPES IN AREA OF NEW STRIPING (TYP) G CONCRETE STAIRS, MINIMUM 4" CONCRETE/ 2" CSBC CIVIL GRADING NOTES: 1. HARD SURFACE AND GRADING QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMITTING PURPOSES ONLY AND SHALL NOT BE USED AS A BASIS FOR BIDDING. 2. GRADING QUANTITY ASSUMES AVERAGE 8" DEPTH OF REMOVED, REPLACED, OR NEW MATERIAL IN FOOTPRINT OF REMOVED, NEW, OR REPLACED HARD SURFACES. SITE AREA CALCULATIONS: • TOTAL SITE WORK = 1969.3 SF • TOTAL SITE GRADING = 49.9 CU YD FILTER SOCK WITH OVER FLOW HOLES (TYP) clni NOTES: `CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE TEMPORARY JANUARY 2018 CITY OF EDMONDS SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL Fs f g9� APPROVED BY: R. ENGLISH E R - 9 02 AA I� 0 10, 20' 40' 1 inch = 20 feet 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 1/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0345 SITE PLAN C1.01 ©2022, JPC Architects, LLC