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Home My WebLink AboutC_Review Comments_v11 Jill Ding From:Jill Ding Sent:Monday, February 3, 2025 9:52 AM To:Sean Chiquet Subject:Benson Petro Lot Line Adjustment (LUA25-000014) Attachments:Review Comments_v1.pdf Sean, Please see the attached comments for the submitted Lot Line Adjustment. Once the comments have been addressed, please contact me for a link to our FTP site where the revisions will be uploaded. Thanks, JILL DING, Senior Planner City of Renton // Planning Virtual Permit Center // Online Applications and Inspections office 425-430-6598 NOTICE OF PUBLIC DISCLOSURE: This message complies with Washington State’s Public Records Act – RCW 42.56 11-4-24 11-4-24 3+1 DSL 3+1 DSL PROPOSED 7-11 FUEL PUMPS DIESEL/GASOLINE TANKS N1 ° 4 3 ' 2 9 . 0 0 " E 2 9 0 . 5 7 ' N88°55'01.37"W 476.98' S1 ° 4 3 ' 2 9 . 0 0 " W 4 7 6 . 9 8 ' N88°18'52.65"W 79.99' SE PETROVITSKY RD (PUBLIC) TRASH ENCLOSURE L = 8 8 . 3 5 ' , R = 8 6 4 . 5 ' Δ = 5 . 8 6 ° L=49.24', R=32.5' Δ=86.81° S88°18'52.65"E 373.61' 106+00 BE N S O N D R S E ( P U B L I C ) VICINITY MAP NOT TO SCALE CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. SITE TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR IS ALONE RESPONSIBLE FOR WORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.com Mailing Address: P.O. Box 949, Gig Harbor, WA 98335 Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332 CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N IN COMPLIANCE WITH CITY OF RENTON STANDARDS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N PR : 2 2 - 0 0 0 3 4 5 R-4288 C: 2 3 0 0 5 2 9 2 LU A : 2 2 - 0 0 0 4 2 4 RENTON, WA 98055 17426 BENSON DR S BENSON-PETROVITSKY 7-ELEVEN FOR TE D - 4 0 - 4 2 8 8 BENSON-PETROVITSKY 7-ELEVEN A PORTION OF SECTION 29, TOWNSHIP 23N, RANGE 05E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON COVER SHEET OWNER/APPLICANT TA BENSON PETRO, LLC C/O TEKIN & ASSOICATES, LLC 2600 DALLAS PKWY, SUITE 370 FRISCO, TX 75034 CONTACT: MICHELLE WOODWARD PHONE: (469) 458-0485 CIVIL CONTOUR ENGINEERING, LLC 4706 97TH ST NW, SUITE 100 GIG HARBOR, WA 98332 CONTACT: KYLE MAUREN, P.E. PHONE: (253) 857-5454 ARCHITECT GRAVES + ASSOCIATES, PLLC 2102 N PEARL ST TACOMA, WA 98406 CONTACT: JOHN WHITE PHONE: (253) 272-4214 STRUCTURAL EXCELTECH 8729 COMMERCE PLACE DR NE, SUITE A LACEY, WA 98516 CONTACT: DANIEL LILLIE, P.E. PHONE: (360) 357-8289 MECHANICAL RENSCH ENGINEERING 111 AVE C, SUITE 104 SNOHOMISH, WA 98290 CONTACT: YUMI ROTH PHONE: (360) 863-6677 ELECTRICAL RENSCH ENGINEERING 111 AVE C, SUITE 104 SNOHOMISH, WA 98290 CONTACT: YUMI ROTH PHONE: (360) 863-6677 PLUMBING RENSCH ENGINEERING 111 AVE C, SUITE 104 SNOHOMISH, WA 98290 CONTACT: YUMI ROTH PHONE: (360) 863-6677 TRAFFIC TENW 11400 SE 8TH ST, SUITE 200 BELLEVUE, WA 98004 CONTACT: JEFF SCHRAM PHONE: (425) 889-6747 GEOTECH PANGEO, INCORPORATED 3213 EASTLAKE AVE E, SUITE B SEATTLE, WA 98102 CONTACT: SCOTT DINKELMAN, LEG PHONE: (206) 262-0370 PROJECT INFORMATION PROJECT ADDRESS:17426 BENSON DRIVE SE RENTON, WA 98055 10810 SE PETROVITSKY ROAD RENTON, WA 98055 10828 SE PETROVITSKY ROAD RENTON, WA 98055 TAX PARCEL NUMBER:2923059110 (30,889 SF, 0.70 AC) 2923059095 (12,899 SF, 0.29 AC) 2923059017 (29,804 SF, 0.68 AC) ZONING:COMMERCIAL ARTERIAL OVERLAY DISTRICT:URBAN DESIGN DISTRICT D DISTURBED AREA:83,703 SF (1.92 AC) NPDES PERMIT NUMBER: 46116 (NOI) PROJECT DESCRIPTION CONSTRUCTION OF A SIGNLE STORY, WOOD-FRAMED, LOW SLOPED ROOF, 4194.0 SF 7-ELEVEN CONVENIENCE STORE. FUEL DISPENSERS, FUEL CANOPY, AND DUMPSTER ENCLOSURE ARE ALSO INCLUDED. ASSOCIATED PARKING, LANDSCAPING, UTILITY INFRASTRUCTURE, AND SIGNAGE ARE PART OF THE PROJECT AS WELL. WATER AND SEWER PURVEYOR SOOS CREEK WATER AND SEWER DISTRICT 14616 SE 192ND STREET RENTON, WASHINGTON 98058 PHONE: (253) 630-9900 UTILITY NOTES EXISTING UTILITY INFORMATION DEPICTED ON THESE PLANS WAS OBTAINED FROM BEST AVAILABLE SOURCES AT THE TIME OF DESIGN. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RELOCATION OF EXISTING UNDERGROUND CONFLICTING UTILITIES DEPICTED OR NOT DEPICTED ON THESE PLANS. 1 INCH = 30 FEET (22"x34") GRAPHIC SCALE 60300 INCH = 60 FEET (11"x17") 1 0 0 LEGEND SURVEY PROPOSED CONTOURS PROPERTY LINE/RIGHT-OF-WAY RIGHT-OF-WAY DEDICATION RIGHT-OF-WAY CENTERLINE EASEMENT BUILDING SETBACK STORM DRAIN LINE SANITARY SEWER LINE ROOF DRAIN LINE SANITARY SEWER FORCE MAIN LINE COMMON UTILITY TRENCH OVERHEAD POWER LINE UNDERGROUND POWER LINE GAS LINE WATER LINE TYPE 2 CATCHBASIN TYPE 1/TYPE 1L CATCHBASIN STORM DRAIN CLEANOUT (SDCO) SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT (SSCO) HYDRANT WATER VALVE WATER METER GAS MARKING POST GAS METER (GM) GAS VALVE (GV) MONUMENT POWER POLE (PP) GUY WIRE (GW) POWER VAULT TRANSFORMER PAD TELEPHONE JUNCTION BOX FIRE STAND PIPE (FSP) FIRE DEPARTMENT CONNECTION (FDC) PRESSURE RELEASE VALVE (PRV) CABLE JUNCTION BOX (CJB) SIGNAL BOX (SB) WHEEL STOP SIGN BOLLARD ASPHALT CONCRETE GRAVEL WATER MARKING POST (WMP) LIGHT STANDARD/YARD LIGHT (LS/YL) POWER MANHOLE (PMH) COVER SHEET GENERAL NOTES 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT SNOHOMISH COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS (EDDS) AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT. 2.ANY REVISIONS TO THE ACCEPTED CONSTRUCTION PLANS SHALL BE REVIEWED AND APPROVED BY THE COUNTY PRIOR TO IMPLEMENTATION IN THE FIELD. 3.THE CONTRACTOR SHALL MAINTAIN A SET OF THE ACCEPTED CONSTRUCTION DRAWINGS ON-SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FROM THE COUNTY PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC FLOW ON EXISTING PUBLIC ROADWAYS SHALL BE MAINTAINED AT ALL TIMES, UNLESS PERMISSION IS OBTAINED FROM THE COUNTY FOR ROAD CLOSURE AND/OR DETOURS. 6.THE LOCATION OF EXISTING UTILITIES ON THIS PLAN IS APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTRACT THE "UNDERGROUND LOCATE" CENTER AT 811, AND NON-SUBSCRIBING INDIVIDUAL UTILITY COMPANIES 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PROVIDE FOR PROTECTION OF EXISTING UTILITIES FROM DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS. 7.ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4 FT. IN HEIGHT REQUIRE A SEPARATE PERMIT C01 - COVER SHEET C03 - HORIZONTAL CONTROL PLAN C02 - EXISTING CONDITIONS C04 - SITE PLAN C05 - RIGHT OF WAY DEDICATION C06 - TESC PLAN C07 - DEMOLITION PLAN C08 - TESC NOTES AND DETAILS C09 - TESC NOTES AND DETAILS C10 - ONSITE GRADING PLAN C11 - ONSITE ADA GRADING DETAILS C12 - ONSITE DRAINAGE PLAN C13 - DETENTION VAULT PLAN AND PROFILE C14 - BENSON DR S FRONTAGE IMPROVEMENTS PLAN C15 - SE PETROVITSKY RD FRONTAGE IMPROVEMENTS PLAN C16 - SE PETROVITSKY RD FRONTAGE IMPROVEMENTS PLAN C17 - INTERSECTION PLAN C18 - ROAD AND DRAINAGE NOTES AND DETAILS C19 - ROAD AND DRAINAGE NOTES AND DETAILS C20 - ROAD AND DRAINAGE NOTES AND DETAILS C21 - ROAD AND DRAINAGE NOTES AND DETAILS C22 - ROAD AND DRAINAGE NOTES AND DETAILS C23 - ROAD AND DRAINAGE NOTES AND DETAILS C24 - ROAD AND DRAINAGE NOTES AND DETAILS C25 - ROAD AND DRAINAGE NOTES AND DETAILS C26 - ROAD AND DRAINAGE NOTES AND DETAILS C27 - ROAD AND DRAINAGE NOTES AND DETAILS C28 - ROAD AND DRAINAGE NOTES AND DETAILS C29 - ROAD AND DRAINAGE NOTES AND DETAILS C30 - ROAD AND DRAINAGE NOTES AND DETAILS C31 - ROAD AND DRAINAGE NOTES AND DETAILS C32 - ROAD AND DRAINAGE NOTES AND DETAILS L1.00 - LANDSCAPE PLAN L1.01 - PLANT IMAGES AND TREE CALCS. PM1 - PAVEMENT MARKING & SIGNING PLAN PM2 - PAVEMENT MARKING & SIGNING DETAILS PM3 - PAVEMENT MARKING & SIGNING DETAILS TS1 - TRAFFIC SIGNAL AND ILLUMINATION PLAN TS2 - TRAFFIC SIGNAL AND ILLUMINATION DETAILS TS3 - TRAFFIC SIGNAL POLE CHART TS4 - CITY OF RENTON ILLUMINATION STANDARD DETAILS TS5 - WSDOT TRAFFIC SIGNAL STANDARD DETAILS PC1 - TRAFFIC SIGNAL AND ILLUMINATION PLAN C33 - SEWER PLAN C34 - SEWER PROFILE C35 - COMPOSITE UTILITY PLAN SHEET INDEX 01 CESL TBD 3+1 DSL 3+1 DSL N1 ° 4 3 ' 2 9 . 0 0 " E 2 9 0 . 5 7 ' N88°55'01.37"W 476.98' S1 ° 4 3 ' 2 9 . 0 0 " W 4 7 6 . 9 8 ' N88°18'52.65"W 79.99' 28.0' 61.0' 22 . 8 ' 25 . 0 ' 15 . 0 ' 5. 0 ' 5.0 ' 8.0' 8.0' 3 0 . 0 ' 8.0' 93.2' 55 . 0 ' 5. 6 ' 13.0' 12.5' 32.6' 15 . 1 ' 44.0' R2.0' R2.0' DIESEL, GASOLINE TANKS R2.0' R2.0' R12.0' R5.0' R3.8' R12.0' TRASH ENCLOSURE PER ARCHITECTURAL PLANS 16 . 0 ' ( T Y P . ) 8.5' (TYP.) 15 . 0 ' 50.9' ASPHALT WEDGE CURB PER DETAIL 4, SHEET C22 5. 0 ' S T R I P E D WA L K W A Y 20 . 0 ' D R I V E 7' - 4 " 10.0' PROPOSED RIGHT OF-WAY. SEE SHEET C05 FOR DEDICATION PLAN 16.0' 11.4' WHEEL STOPS (TYP.) PER ARCHITECTURAL PLANS 10 0 . 0 ' 24 . 0 ' 1,000 SF PUBLIC PLAZA PER ARCHITECTURAL PLANS R17.5' TRASH CAN AND BENCHES, TYP. MONUMENT SIGN PER ARCHITECTURAL SITE PLAN (FUTURE LOT DEVELOPMENT) 8'x12' BIKE RACK AREA PER ARCHITECTURAL PLANS MONUMENT SIGN 10.9' MONUMENT SIGN PER ARCHITECTURAL SITE PLAN 6.4' 10 . 5 ' 4.5' (TYP.) BOLLARDS PER ARCHITECTURAL PLANS PROPOSED RIGHT OF-WAY. SEE SHEET C05 FOR DEDICATION PLAN 20 . 0 ' ( T Y P . ) 9.0' (TYP.)9.0'5.0'11.0'10.0' ASPHALT WEDGE CURB PER DETAIL 4, SHEET C22 20.0' (TYP.) 9. 0 ' (T Y P . ) 14.6' PROPOSED 7-ELEVEN CONVENIENCE STORE FUEL PUMPS SE PETROVITSKY RD (PUBLIC) B E N S O N D R S ( P U B L I C ) R2.0' R2.0'R2.0' 31.4 ' 10 . 7 ' 29.5' CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL 2, C22 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL 2, C22 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL 2, C22 CEMENT CONCRETE SIDEWALK PER DETAIL 1, C23 DIRECTIONAL ARROWS (TYP.) PER DETAIL 1, SHEET C## 12.0' SIDEWALK 8.0' PLANTER R25.2' R30.2' 8 . 0 ' S I D E W A L K 8 . 0 ' P L A N T E R ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER PER DETAIL 1, SHEET C25 CEMENT CONCRETE CURB AND GUTTER PER DETAIL 2, SHEET C22 4" PATTERNED RED PORTLAND CEMENT CONCRETE CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL 2, C22 L = 8 8 . 3 5 ' , R = 8 6 4 . 5 ' Δ = 5 . 8 6 ° L=49.24', R=32.5' Δ=86.81° S88°18'52.65"E 373.61' 1 INCH = 20 FEET (22"x34") GRAPHIC SCALE 40200 INCH = 40 FEET (11"x17") CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.com Mailing Address: P.O. Box 949, Gig Harbor, WA 98335 Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332 CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N IN COMPLIANCE WITH CITY OF RENTON STANDARDS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N PR : 2 2 - 0 0 0 3 4 5 R-4288 C: 2 3 0 0 5 2 9 2 LU A : 2 2 - 0 0 0 4 2 4 RENTON, WA 98055 17426 BENSON DR S BENSON-PETROVITSKY 7-ELEVEN FOR TE D - 4 0 - 4 2 8 8 BENSON-PETROVITSKY 7-ELEVEN A PORTION OF SECTION 29, TOWNSHIP 23N, RANGE 05E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SITE PLAN SITE PLAN 04 HEARING EXAMINER CONDITIONS OF APPROVAL 1.THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON-SIGNIFICANCE MITIGATED, DATED JANUARY 23, 2023: 1.a.THE APPLICANT SHALL IMPLEMENT A CONTINGENCY MITIGATION PLAN TO ADDRESS POTENTIAL CONTAMINATED SOIL OR GROUNDWATER HANDLING AND DISPOSAL, HAZARDOUS WASTE OPERATIONS, WORKER TRAINING, HEALTH AND SAFETY, AND POTENTIAL CONTAMINATION REMEDIATION. 1.b.AN INADVERTENT DISCOVERY PLAN (IDP) SHALL BE IMPLEMENTED DURING PROJECT CONSTRUCTION FOR ANY ARCHEOLOGICAL RESOURCES ENCOUNTERED ON THE PROJECT SITE. 2.A LOT LINE ADJUSTMENT OR LOT CONSOLIDATION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW AND RECORDED PRIOR TO THE ISSUANCE OF A TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY FOR THE FIRST BUILDING CONSTRUCTED ON THE PROJECT SITE. 3.THE SITE PLAN SHALL BE REVISED TO PROVIDE THE MINIMUM REQUIRED 15-FOOT FRONT AND SECONDARY FRONT YARD SETBACK BETWEEN THE PROPOSED BANK BUILDING AND THE INTERSECTION OF BENSON DR S AND SE PETROVITSKY RD. THE REVISED SITE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF CONSTRUCTION PERMIT REVIEW. 4.A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER, THE DETAILED LANDSCAPE PLAN SHALL INCLUDE, BUT NOT BE LIMITED TO: 4.a.A 10-FOOT ONSITE LANDSCAPE STRIP ALONG ALL STREET FRONTAGES INCORPORATING A MIX OF TREES, SHRUBS, AND GROUND COVER, THE PORTION OF THE STREET FRONTAGE LANDSCAPING ABUTTING THE SURFACE PARKING LOT SHOULD BE PLANTED WITH PRIMARILY EVERGREEN TREES AND SHRUBS TO PROVIDE A YEAR ROUND SCREEN; 4.b.A REVISED LAYOUT OF THE STREET FRONTAGE LANDSCAPING TO ACCOMMODATE THE CORRECT FLOOR PLAN AND MAIN ENTRANCE FOR THE CONVENIENCE STORE; 4.c.INTERIOR PARKING LOT LANDSCAPING (I.E. TREE ISLANDS WITH A MINIMUM DIMENSION OF EIGHT FEET BY TWELVE FEET (8’ X 12') AT A RATE OF 15 SQ. FT. PER PARKING SPACE THROUGHOUT THE ENTIRE PROJECT SITE, INTERIOR LOT LANDSCAPING THAT DOES NOT MEET THIS STANDARDS WILL NOT BE CREDITED TOWARD THE MINIMUM REQUIRED; 4.d.NO PARKING SPACE SHALL BE MORE THAN 50 FEET FROM AN INTERIOR PARKING LOT LANDSCAPED TREE ISLAND; 4.e.TREES SHALL BE TWO INCHES (2") IN DIAMETER AT BREAST HEIGHT (DBH). AT LEAST ONE (1) TREE FOR EVERY SIX (6) PARKING SPACES WITHIN THE PARKING LOT INTERIOR SHALL BE PLANTED AND AROUND THE PARKING LOT PERIMETER TREES SHALL BE PLANTED AT THE AVERAGE MINIMUM RATE OF ONE (1) TREE PER 30 LINEAL FEET OF STREET FRONTAGE; 4.f.SHRUBS AT THE MINIMUM RATE OF ONE PER 20 SQUARE FEET OF LANDSCAPED AREA SHALL BE PLANTED. UP TO FIFTY PERCENT (50%) OF SHRUBS MAY BE DECIDUOUS; 4.g.GROUND COVER SHALL BE PLANTED IN SUFFICIENT QUANTITIES TO PROVIDE AT LEAST NINETY PERCENT (90%) COVERAGE OF THE LANDSCAPED AREA WITHIN THREE (3) YEARS OF INSTALLATION; 4.h.THE ENTIRE FIFTEEN-FOOT (15’) WIDE LANDSCAPE STRIP ALONG THE RESIDENTIAL-14 (R-14) ZONE SHALL BE LANDSCAPED; 4.i.THE PROPOSED PLANT PALATE SHALL BE REVISED TO REPLACE LEYLAND CYPRESS AND JUNIPER SPECIES WITH NATIVE EVERGREEN TREES AND SHRUBS (I.E. WESTERN RED CEDAR, DOUGLAS FIR, WESTERN HEMLOCK, AND/OR OREGON GRAPE). 5.A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE FINAL TREE RETENTION PLAN SHALL INCLUDE THE RETENTION OF THE TWO (2) EXISTING HEALTHY TREES IDENTIFIED ON THE NORTH END OF THE PROJECT SITE, UNLESS IT IS DETERMINED INFEASIBLE BY THE CURRENT PLANNING PROJECT MANAGER. 6.AN ARBORIST SHALL BE PRESENT ONSITE DURING ANY GRADING AROUND THE ROOT ZONE OF ON OR OFFSITE PROTECTED TREES. 7.THE REFUSE AND RECYCLABLE DEPOSIT AREAS SHALL BE AMENDED SUCH THAT THEY WOULD NOT BE LOCATED OVER THE PROPOSED FUTURE PROPERTY LINE. A REVISED SITE PLAN SHOWING THE AMENDED REFUSE AND RECYCLABLE DEPOSIT AREAS SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 8.A BICYCLE PARKING DETAIL SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER DEMONSTRATING THAT THE PROPOSAL WOULD COMPLY WITH THE BICYCLE PARKING REQUIREMENTS AS REQUIRED IN RMC 4-4-080F.11. 9.A SCREENING DETAIL SHALL BE PROVIDED FOR ANY PROPOSED SURFACE OR ROOF MOUNTED UTILITY EQUIPMENT BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. THE SCREENING DETAIL FOR SURFACE MOUNTED UTILITY EQUIPMENT THAT INCLUDES CROSS SECTIONS OF THE UTILITY AND SCREENING SHALL BE PROVIDED AT THE TIME OF CONSTRUCTION PERMIT REVIEW AND THE SCREENING DETAIL FOR ANY ROOF-MOUNTED UTILITY EQUIPMENT SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT REVIEW. 10.REVISED ARCHITECTURAL ELEVATIONS SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW INCLUDING WEATHER PROTECTION WITH A MINIMUM WIDTH OF FOUR AND ONE-HALF FEET (4-1/2') OR THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE GUIDELINE OF THIS SECTION. THE ARCHITECTURAL ELEVATIONS SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL. 11.GARBAGE, RECYCLING COLLECTION, AND UTILITY AREAS SHALL BE ENCLOSED ON ALL SIDES, INCLUDING THE ROOF AND SCREENED AROUND THEIR PERIMETER BY A WALL OR FENCE AND HAVE SELF-CLOSING DOORS. A SCREENING DETAIL SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL. 12.THE PROPOSED SERVICE AREA SCREENING SHALL BE COMPRISED OF MASONRY, ORNAMENTAL METAL, WOOD, OR SOME COMBINATION OF THE THREE (3). 13.SITE AMENITY DETAILS, INCLUDING OUTDOOR SEATING SHALL BE PROVIDED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. SITE FURNITURE SHALL BE MADE OF DURABLE, VANDAL- AND WEATHER-RESISTANT MATERIALS THAT DO NOT RETAIN RAINWATER AND CAN BE REASONABLY MAINTAINED OVER AN EXTENDED PERIOD OF TIME. 14.THE APPLICANT SHALL DEMONSTRATE THAT THE WEATHER PROTECTION PROPOSED COMPRISE SEVENTY FIVE PERCENT (75%) OF THE STREET FACING FACADES. A REVISED SITE PLAN AND BUILDING ELEVATIONS DEMONSTRATING COMPLIANCE WITH THIS REQUIREMENT SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL. 15.PLAZA DETAILS SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL. THE DETAILED PLAN FOR THE PLAZA SHALL INCLUDE STREET TREES, DECORATIVE PAVING, PEDESTRIAN-SCALED LIGHTING, AND SEATING. 16.THE ARCHITECTURAL ELEVATION OF THE NORTH FACADE OF THE PROPOSED BANK BUILDING SHALL BE AMENDED TO INCLUDE MODULATION AND ARTICULATION TO BREAK UP THE FACADE. REVISED ARCHITECTURAL ELEVATIONS SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT REVIEW. 17.THE WIDTH OF THE DRIVEWAY ABUTTING THE NORTH FACADE OF THE BANK BUILDING SHALL BE REDUCED BY FOUR FEET (4’) AND A FOUR-FOOT (4’) WIDE LANDSCAPED STRIP SHALL BE INCLUDED BETWEEN THE NORTH BUILDING FACADE AND THE SIDEWALK. THIS LANDSCAPED AREA SHALL BE PLANTED WITH A COMBINATION OF TREES, SHRUBS, AND EVERGREEN GROUND COVER. A REVISED SITE AND LANDSCAPE PLAN SHOWING THIS LANDSCAPE AREA SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF CONSTRUCTION PERMIT REVIEW. 18.REVISED ELEVATIONS FOR THE PROPOSED CONVENIENCE STORE SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT REVIEW. THE REVISED ELEVATIONS SHALL DEMONSTRATE THAT THE SOUTH, WEST, AND NORTH ELEVATIONS PROVIDE THE REQUIRED FIFTY PERCENT (50%) TRANSPARENT WINDOWS AND/OR DOORS ALONG 50 PERCENT OF THE PORTION OF THE GROUND FLOOR FACADE THAT IS BETWEEN 4 FEET AND 8 FEET ABOVE GROUND OR DEMONSTRATE COMPLIANCE WITH THE GUIDELINES OF THIS SECTION. 19.THE UNTREATED BLANK WALLS ALONG EAST AND NORTH ELEVATION OF THE PROPOSED BANK AND THE SOUTH AND NORTH ELEVATIONS OF THE PROPOSED CONVENIENCE STORE SHALL BE TREATED WITH A PLANTING BED AT LEAST FIVE FEET (5’) IN WIDTH CONTAINING TREES, SHRUBS, EVERGREEN GROUND COVER, OR VINES ADJACENT TO THE BLANK WALL; TRELLIS OR OTHER VINE SUPPORTS WITH EVERGREEN CLIMBING VINES; ARCHITECTURAL DETAILING SUCH AS REVEALS, CONTRASTING MATERIALS, OR OTHER SPECIAL DETAILING THAT MEETS THE INTENT OF THIS STANDARD; ARTWORK, SUCH AS BAS-RELIEF SCULPTURE, MURAL, OR SIMILAR; OR SEATING AREA WITH SPECIAL PAVING AND SEASONAL PLANTING. 20.A MATERIALS BOARD SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT APPLICATION. 21.A LIGHTING PLAN AND LIGHT FIXTURE DETAILS SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT REVIEW. 22.A MIX OF LARGE MATURING EVERGREEN AND DECIDUOUS TREES SHALL BE PLANTED WITHIN THE INTERIOR PARKING LOT LANDSCAPED AREAS. A DETAILED LANDSCAPE PLAN SHOWING THE LARGE MATURING EVERGREEN AND DECIDUOUS TREES SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL. SE PETROVITSKY RD (PUBLIC) 10 8 T H A V E S E ( P U B L I C ) PROPOSED 7-11 CB #3 YARD DRAIN #2 SDCO #2 YARD DRAIN #3 SDCO #1 YARD DRAIN #1 YARD DRAIN #4 SDCO #4 SDCO #3 CB #7 CB #8 CB #11 CB #5 CB #6 PUMP STATION SYSTEM BIOPOD TREATMENT VAULT CB #10 CB #2CB #1 CB #9 CB #12 CB#14 CB#13 YARD DRAIN #5 FOOTING DRAIN TO CONNECT TO RD LINE 3 LF 6"∅ ADS N-12 @ 2.00% MIN CB#15 CB #4 OIL WATER SEPARATOR #1 61 LF 12"∅ ADS N12@ 1.37% 6 LF 12"∅ ADS N-12@ 0.50% 135 LF 12"∅ ADS N-12@ 1.00% 36 LF 12"∅ ADS N-12@ 0.50% 24 LF 12"∅ ADS N-12@ 5.00% 39 LF 6"∅ ADS N12@ 3.07% 42 LF 6"∅ ADS N-12@ 1.00% 42 LF 6"∅ ADS N-12@ 1.00% 99 LF 12"∅ ADS N-12@ 0.50% 7 LF 12"∅ ADS N-12@ 52.00% 5 LF 12"∅ ADS N-12@ 0.50% 5 LF 12"∅ ADS N-12@ 1.00% 7 LF 2"∅ PVC SCH80@ 0.00% 29 LF 6"∅ ADS N-12@ 20.96% 86 LF 6"∅ ADS N-12@ 1.00% 53 LF 6"∅ ADS N-12@ 1.00% 34 LF 6"∅ ADS N-12@ 1.00% 25 LF 6"∅ ADS N-12@ 1.00% 35 LF 12"∅ ADS N-12@ 1.16% 61 L F 1 2 " ∅ A D S N - 1 2 @ 0 . 5 0 % 27 LF 6"∅ ADS N-12@ 1.00% 9 LF 12"∅ ADS N-12@ 1.00% 48 L F 6 " ∅ A D S N - 1 2 @ 1 . 0 0 % 16 LF 6"∅ ADS N-12@ 1.00% SHUTOFF VALVE REPLACE GRATES WITH SOLID LOCKING LIDS 89 LF 12"∅ ADS N12@ 0.50% 62 LF 12"∅ DUCTILE IRON @0.85% CB#16 BOTH CBS TO KEEP OPEN GRATE LIDS MAINTAIN MINIMUM 1.0' VERTICAL SEPARATION 7 LF 12"∅ ADS N-12@ 0.84% OIL WATER SEPARATOR #3 OIL WATER SEPARATOR #2 2 LF 12"∅ PVC Pipe@ 52.00% CB#17 84 LF 12"∅ ADS N-12@ 2.35% 14 LF 12"∅ ADS N-12@ 1.00% 9 LF 12"∅ ADS N-12@ 1.00% 21 LF 12"∅ ADS N-12@ 23.34% CB#18 41 LF 12"∅ ADS N-12@ 0.50%4 LF 12"∅ ADS N-12@ 5.00% 7 LF 12"∅ ADS N-12 @ 1.49% CATCH BASINS STRUCTURE NAME AND DESCRIPTION CB #1 TYPE 1 WITH VANED GRATE CB #2 TYPE 2 48"∅ WITH VANED GRATE CB #3 TYPE 1 WITH VANED GRATE CB #4 TYPE 1 WITH VANED GRATE CB #5 TYPE 1 WITH VANED GRATE CB #6 TYPE 1 WITH VANED GRATE CB #7 TYPE 1 WITH VANED GRATE CB #8 TYPE 1 WITH VANED GRATE CB #9 TYPE 1 WITH VANED GRATE STRUCTURE DETAILS RIM = 402.34 N=165579.40 E=1303078.37 IE 12"Ø = 398.53 (E) RIM = 405.83 N=165575.99 E=1303167.22 IE 12"Ø = 398.09 (W) IE 12"Ø = 398.09 (SW) IE 12"Ø = 398.09 (N) IE 12"Ø = 398.09 (E) RIM = 406.71 N=165698.88 E=1303212.24 IE 12"Ø = 403.66 (S) RIM = 407.76 N=165637.66 E=1303210.42 IE 12"Ø = 403.35 (N) IE 6"Ø = 403.85 (E) IE 12"Ø = 403.35 (S) RIM = 407.19 N=165601.70 E=1303209.35 IE 12"Ø = 403.17 (N) IE 12"Ø = 403.17 (E) IE 12"Ø = 403.17 (S) RIM = 407.06 N=165595.28 E=1303209.16 IE 12"Ø = 403.14 (E) IE 12"Ø = 403.14 (N) IE 12"Ø = 403.14 (W) RIM = 408.03 N=165600.72 E=1303241.95 IE 12"Ø = 404.54 (W) RIM = 408.09 N=165590.47 E=1303344.20 IE 12"Ø = 404.49 (W) RIM = 402.07 N=165450.17 E=1303089.44 IE 12"Ø = 399.40 (E) SSCO AND YARD DRAINS STRUCTURE NAME SDCO #1 SDCO SDCO #2 SDCO SDCO #3 TRAFFIC RATED SDCO #4 TRAFFIC RATED YARD DRAIN #1 YARD DRAIN YARD DRAIN #2 YARD DRAIN YARD DRAIN #3 YARD DRAIN YARD DRAIN #4 YARD DRAIN YARD DRAIN #5 YARD DRAIN STRUCTURE DETAILS RIM = 409.44 N=165539.68 E=1303345.00 IE 6"Ø = 405.99 (S) IE 6"Ø = 405.99 (W) RIM = 409.59 N=165542.23 E=1303258.64 IE 6"Ø = 405.13 (E) IE 6"Ø = 405.13 (S) IE 6"Ø = 405.13 (W) RIM = 408.26 N=165609.52 E=1303248.72 IE 6"Ø = 405.32 (E) IE 6"Ø = 405.32 (N) RIM = 407.74 N=165636.51 E=1303249.52 IE 6"Ø = 405.05 (E) IE 6"Ø = 405.05 (S) IE 6"Ø = 405.05 (W) RIM = 409.00 N=165475.09 E=1303256.77 IE 6"Ø = 407.50 (E) RIM = 409.00 N=165474.10 E=1303290.27 IE 6"Ø = 407.16 (W) IE 6"Ø = 407.16 (E) RIM = 409.00 N=165475.16 E=1303343.09 IE 6"Ø = 406.64 (W) IE 6"Ø = 406.64 (N) RIM = 408.85 N=165516.94 E=1303257.95 IE 6"Ø = 405.38 (N) RIM = 409.00 N=165523.55 E=1303344.52 IE 6"Ø = 406.15 (S) IE 6"Ø = 406.15 (N) WQ DEVICE AND PUMP STATION STRUCTURE NAME BIOPOD TREATMENT VAULT MODEL: BPU-48IB PUMP STATION SYSTEM TYPE 2 54"∅ W/ SOLID LID STRUCTURE DETAILS RIM = 406.38 N=165558.74 E=1303171.85 IE 12"Ø = 401.28 (W) RIM = 406.67 N=165558.53 E=1303178.97 IE 12"Ø = 392.45 (E) IE 12"Ø = 401.50 (S) CATCH BASINS STRUCTURE NAME AND DESCRIPTION CB #10 TYPE 2 48"∅ WITH VANED GRATE CB #11 TYPE 1 WITH VANED GRATE CB #12 TYPE 1 WITH SOLID LID CB#13 TYPE 1 W/ SOLID LID CB#14 TYPE 2 48"∅ W/ SOLID LID CB#15 TYPE 2 48"∅ W/ SOLID LID CB#16 TYPE 1 W/ VANED GRATE CB#17 TYPE 1 CB#18 TYPE 1 W/ SOLID LID STRUCTURE DETAILS RIM = 405.88 N=165444.86 E=1303188.30 IE 12"Ø = 398.91 (W) IE 12"Ø = 398.91 (N) RIM = 407.88 N=165464.02 E=1303217.25 IE 12"Ø = 404.06 (N) RIM = 401.81 N=165562.56 E=1303041.84 IE 12"Ø = 399.81 (E) IE 12"Ø = 397.19 (S) IE 12"Ø = 397.19 (N) RIM = 406.09 N=165558.94 E=1303164.73 IE 12"Ø = 401.17 (S) IE 12"Ø = 401.17 (W) IE 12"Ø = 401.17 (E) RIM = 407.30 N=165549.28 E=1303178.71 IE 12"Ø = 401.41 (N) IE 12"Ø = 401.41 (W) RIM = 406.67 N=165549.69 E=1303164.45 IE 12"Ø = 401.26 (E) IE 12"Ø = 401.26 (N) RIM = 403.50 N=165560.86 E=1303103.82 IE 12"Ø = 400.34 (E) IE 12"Ø = 400.34 (W) RIM = 403.06 N=165517.84 E=1303106.84 IE 12"Ø = 400.06 (NE) RIM = 407.10 N=165596.73 E=1303167.94 IE 12"Ø = 402.93 (E) IE 12"Ø = 402.93 (S) 1 INCH = 20 FEET (22"x34") GRAPHIC SCALE 40200 INCH = 40 FEET (11"x17") CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. GENERAL NOTES 1.CATCHBASIN LOCATIONS SPECIFIED ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 2.ALL CATCHBASINS SHALL HAVE A VANED GRATE UNLESS OTHERWISE NOTED 3.ALL CATCHBASINS WITH GRATED INLETS SHALL HAVE A "OUTFALL TO STREAM, DUMP NO POLLUTANTS" IN 1/2-INCH LETTERS ON ALL GRATES. 4.ALL CATCHBASIN, SDCO AND YARD DRAIN RIM ELEVATIONS SHALL BE ADJUSTED TO MATCH FINISH GRADE. 5.THE STORMWATER DETENTION VAULT SHALL BE CONSTRUCTED UNDER SEPARATE BUILDING PERMIT. CONTRACTOR MAY USE FINISH GRADE ELEVATIONS FROM THIS SET TO DETERMINE ACCESS GRATE ELEVATIONS AND INVERT ELEVATIONS FOR PIPE CONNECTIONS. 6.BUILDING FOOTING DRAINS HAVE BEEN DEPICTED FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO THE BUILDING STRUCTURAL PLANS FOR FOOTING DRAIN DETAILS AND WHERE REQUIRED. RECOMMENDED CONNECTION POINTS TO THE STORM SYSTEM HAS BEEN DEPICTED ON THESE PLANS AND MAY BE ALTERED WITH APPROVAL FROM THE PROJECT ENGINEER. 7.ROOF DRAINAGE SYSTEM AND FOUNDATION DRAIN SYSTEM PROPOSED ON THIS PLAN CAN BE MODIFIED BY CLIENT/CONTRACTOR WITH APPROVAL OF THE ENGINEER. 8.ALL ROOF DRAIN CLEANOUTS SHOWN IN TRAFFIC BEARING AREAS SHALL UTILIZE TRAFFIC BEARING LIDS. 9.ALL YARD DRAINS LOCATED IN ASPHALT OR CONCRETE SHALL BE TYPE 30 CONCRETE WITH METAL FRAME AND GRATE OR APPROVED EQUIVALENT FOR TRAFFIC BEARING. 4.ALL ROOF DRAINS SHALL HAVE A CLEANOUT AT EVERY 90 DEGREE BEND OR AT MAXIMUM SPACING OF 150 FT. Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.com Mailing Address: P.O. Box 949, Gig Harbor, WA 98335 Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332 CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N IN COMPLIANCE WITH CITY OF RENTON STANDARDS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N PR : 2 2 - 0 0 0 3 4 5 R-4288 C: 2 3 0 0 5 2 9 2 LU A : 2 2 - 0 0 0 4 2 4 RENTON, WA 98055 17426 BENSON DR S BENSON-PETROVITSKY 7-ELEVEN FOR TE D - 4 0 - 4 2 8 8 BENSON-PETROVITSKY 7-ELEVEN A PORTION OF SECTION 29, TOWNSHIP 23N, RANGE 05E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ONSITE DRAINAGE PLAN ONSITE DRAINAGE PLAN 12 STORM DRAINAGE NOTES -ALL STORM DRAIN COMPONENTS ARE PRIVATE UNLESS OTHERWISE NOTED. -ALL CATCH BASINS TO BE OPEN GRATE UNLESS OTHERWISE NOTED. EX. IE 12"∅= 397.19 (S) EX. IE 12"∅= 397.19 (N) CROSSING NOTES FOR CROSSING INFORMATION SEE CROSSING TABLE ON SHEET C35. OIL WATER SEPARATORS STRUCTURE NAME STRUCTURE DETAILS OIL WATER SEPARATOR #1 RIM = 407.92 N=165600.91 MANUFACTURER: OLDCASTLE MODEL: 253-CPS OR APPROVED EQUIVALENT E=1303235.66 IE 12"∅ = 404.36 (E) IE 12"∅ = 404.36 (W) OIL WATER SEPARATOR #2 RIM = 408.02 N=165474.04 MANUFACTURER: OLDCASTLE MODEL: 264-CPS OR APPROVED EQUIVALENT E=1303217.58 IE 12"∅ = 400.22 (S) IE 12"∅ = 400.22 (N) OIL WATER SEPARATOR #3 RIM = 406.14 N=165575.76 MANUFACTURER: OLDCASTLE MODEL: 264-CPS OR APPROVED EQUIVALENT E=1303174.94 IE 12"∅ = 398.06 (W) IE 12"∅ = 398.06 (E) 10 + 0 0 10 + 7 5 PUMP STATION SYSTEM CB #2 CB #6 FINISH GRADE=406.25 VAULT BOTTOM=392.11 FINISH GRADE=406.86 VAULT BOTTOM=392.11 FINISH GRADE=407.15 VAULT BOTTOM=391.74 FINISH GRADE=407.35 VAULT BOTTOM=392.11FINISH GRADE=407.54 VAULT BOTTOM=391.74 FINISH GRADE=407.72 VAULT BOTTOM=392.11 FINISH GRADE=406.68 VAULT BOTTOM=392.59 FINISH GRADE=407.09 VAULT BOTTOM=392.22 FINISH GRADE=407.50 VAULT BOTTOM=392.59 FINISH GRADE=407.95 VAULT BOTTOM=391.74 FINISH GRADE=408.41 VAULT BOTTOM=392.11 FINISH GRADE=408.18 VAULT BOTTOM=391.74 FINISH GRADE=408.42 VAULT BOTTOM=392.11 408.64 FG 407.37 FG 407.65 FG 407.22 FG 407.04 FG 407.48 FG 408.71 FG CB#13 CB#14 CB #11 0+00 1+00 N=165589.29 E=1303231.36 N=165479.41 E=1303181.22 N=165478.01 E=1303228.12 CB#15 CB #5 FINISH GRADE=406.54 VAULT BOTTOM=391.74 CB#18 N=165590.69 E=1303184.55 CB #7 406 408 380 390 400 410 420 380 390 400 410 420 0+00 40 7 . 8 3 E G 40 7 . 4 9 F G 40 7 . 2 9 E G 40 8 . 5 0 F G 1+00 40 7 . 2 2 E G 40 7 . 6 2 F G 1+25 40 7 . 0 6 E G 40 7 . 1 2 F G EXISTING GROUND SURFACE FINISH GROUND SURFACE DESIGN MAX WATER SURFACE=401.50 TOP OF VAULT=402.00 TOP OF SEDIMENT STORAGE=392.50 9. 0 ' 2 LF 12"∅ ADS N-12 @52.00% 7 LF 12"∅ ADS N-12 @52.00% 35 LF 12"∅ ADS N-12 @1.16% 4. 0 ' M I N 4.0' MIN 380 390 400 410 420 380 390 400 410 420 10+00 40 7 . 4 1 E G 40 6 . 2 6 F G 40 7 . 6 5 E G 40 8 . 8 3 F G 10+75 40 7 . 6 0 E G 40 8 . 8 8 F G FINISH GROUND SURFACE BIOPOD TREATMENT VAULT N=165558.74 E=1303171.85 RIM=406.38 IE 12"∅ = 401.28 (W) PUMP STATION SYSTEM N=165558.53 E=1303178.97 RIM=406.67 IE 1.25"∅ = 403.44 (W) IE 12"∅ = 392.45 (E) IE 12"∅ = 401.50 (S) EXISTING GROUND SURFACE CB#13 N=165558.94 E=1303164.73 RIM=406.09 IE 12"∅ = 401.17 (W) IE 12"∅ = 401.17 (S) IE 12"∅ = 401.17 (E) 7 LF 12"∅ ADS N-12 @1.49% 391.74 TOP OF SEDIMENT STORAGE=392.50 DESIGN MAX WATER SURFACE=401.50 TOP OF VAULT=402.00 9. 0 ' 4.0' MIN4. 0 ' M I N 1 INCH = 10 FEET (22"x34") GRAPHIC SCALE 20100 INCH = 20 FEET (11"x17") CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. DETENTION VAULT NOTES UNDERGROUND DETENTION VAULT WILL BE DESIGNED WITH PAVEMENT SURFACE SO TO MEET OR EXCEED THE LOADING REQUIREMENTS OF FIRE TRUCKS AND APPARATUS. DOWNSTREAM PUMP SYSTEM SHALL BE DESIGNED TO DISCHARGE AT A CONSTANT RATE OF 12 GPM. VAULT STATISTICS: VAULT BOTTOM ELEVATION:VARIES PER PLAN TOP OF SEDIMENT STORAGE:392.50' DESIGN WATER SURFACE:401.50' (9' LIVE STORAGE) VAULT INSIDE TOP ELEVATION:402.00' (0.5' FREEBOARD) VAULT STORAGE VOLUME @401.50 43,701 CF (1.003 AC-FT) PUMP SYSTEM RIM ELEVATION:406.67' INFLUENT INVERT:392.45' OPERATING RANGE:392.39' - 401.98' PUMP CONFIGURATION:DUPLEX FORCE MAIN DIAMETER:1.25" PVC (PER PUMP) WATERTYPE:STORMWATER SUPPLY POWER:120V/SINGLE PHASE FM DISCHARGE ELEV:403.44 WET WELL INFO:4' ID X 15.73' DEEP 45 . 6 ' 110.0' 1 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' STORMWATER VAULT CROSS-SECTION 2 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' STORMWATER VAULT CROSS-SECTION 2C13 1 C13 Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.com Mailing Address: P.O. Box 949, Gig Harbor, WA 98335 Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332 CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N IN COMPLIANCE WITH CITY OF RENTON STANDARDS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N PR : 2 2 - 0 0 0 3 4 5 R-4288 C: 2 3 0 0 5 2 9 2 LU A : 2 2 - 0 0 0 4 2 4 RENTON, WA 98055 17426 BENSON DR S BENSON-PETROVITSKY 7-ELEVEN FOR TE D - 4 0 - 4 2 8 8 BENSON-PETROVITSKY 7-ELEVEN A PORTION OF SECTION 29, TOWNSHIP 23N, RANGE 05E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DETENTION VAULT PLAN AND PROFILE DETENTION VAULT PLAN AND PROFILE 12" STORM INLET, IE=399.00 6"∅ ROOF DRAIN INLET IE=399.00 12"∅ VAULT OUTLET IE=392.50 1.25"∅ PVC PUMP DISCHARGE 5. 0 0 % 5. 0 0 % 5. 0 0 % 5. 0 0 % 5. 0 0 % 5. 0 0 % CONCRETE VAULT SHALL BE CONSTRUCTED UNDER SEPARATE BUILDING PERMIT VAULT ACCESS PER VAULT PLAN PREPARED UNDER SEPARATE BUILDING PERMIT BIOPOD TREATMENT VAULT 12"∅ STORM INLET IE = 398.00 6"∅ ROOF DRAIN INLET IE = 399.00 12"∅ STORM INLET IE = 399.00 12"∅ STORM INLET IE = 394.00 13 12" VENTILATION PIPE (TYP) 5'x10' REMOVABLE LOCKING PANEL 3 TYPICAL DETENTION VAULT NOT TO SCALE 12" STORM INLET, IE=398.50 OIL WATER SEPARATOR #2 OIL WATER SEPARATOR #2 OWS #3 OWS #1 3+1 DSL 3+1 DSL PROPOSED 7-11 FUEL PUMPS DIESEL/GASOLINE TANKS SE PETROVITSKY RD (PUBLIC) BE N S O N D R S ( P U B L I C ) PROPOSED ON-SITE 12"∅ STORM SYSTEM PROPOSED TYPE 1 CB W/ SOLID LOCKING LID OVERBUILD ON EXISTING STORM LINE 1 1/2" WATER METER 16 LF 1 1/2" POLY WATER SERVICE LINE EXISTING WATER MAIN LOCATION APPROXIMATE, SEE VERIFICATION NOTE NEW 30 LF 11 2" POLY WATER SERVICE LINE NEW 1 1/2" WATER METER WATER SERVICE STUB OUT CAP AND MARK LOCATION DENOTING WATER CONNECTION GREASE TRAP NEW POWER HANDHOLE VAULT PROPOSED PUMP STATION SYSTEM PROPOSED BIOPOD WATER QUALITY DEVICE PROPOSED DETENTION VAULT PROPOSED OIL WATER SEPARATOR NEW FIRE HYDRANT CONNECTION TO EXISTING WATER MAIN NEW PRIMARY POWER CONDUIT 7 8 10 11 12 1 2 3 4 15 14 17 16 6 5 20 18 PROPOSED SEWER MANHOLE SANITARY SEWER CONNECTION 19 9 CONNECTION TO EXISTING SEWER MAIN TRASH ENCLOSURE 40 6 40 8 40 8 4 1 0 408 40 4 40 6 41 0 4 0 2 40 4 40 6 40 8 41 2 EXISTING SEWER MAIN LOCATION APPROXIMATE, SEE VERIFICATION NOTE NEW UTILITY TRANSFORMER NEW SECONDARY POWER CONDUIT NEW TELEPHONE PEDESTAL NEW TELEPHONE HANDHOLE NEW 2EA 4" COMMUNICATION CONDUITS CONNECTION TO WATER MAIN RELOCATE EXISTING WATER MAIN 21 13 22 CONNECTION TO EXISTING WATER MAIN 24 LF 11 2" POLY WATER SERVICE LINE APPROXIMATE LOCATION OF NEW 11 4" GAS SERVICE LINE. CONTRACTOR TO COORDINATE CONNECTION WITH PURVEYOR. 1 INCH = 20 FEET (22"x34") GRAPHIC SCALE 40200 INCH = 40 FEET (11"x17") Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.com Mailing Address: P.O. Box 949, Gig Harbor, WA 98335 Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332 CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N IN COMPLIANCE WITH CITY OF RENTON STANDARDS BE N S O N - P E T R O V I T S K Y 7 - E L E V E N PR : 2 2 - 0 0 0 3 4 5 R-4288 C: 2 3 0 0 5 2 9 2 LU A : 2 2 - 0 0 0 4 2 4 RENTON, WA 98055 17426 BENSON DR S BENSON-PETROVITSKY 7-ELEVEN FOR TE D - 4 0 - 4 2 8 8 BENSON-PETROVITSKY 7-ELEVEN A PORTION OF SECTION 29, TOWNSHIP 23N, RANGE 05E, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON COMPOSITE UTILITY PLAN COMPOSITE UTILITY PLAN POTHOLE NOTE ALL PROPOSED UTILITY CROSSINGS MUST BE POTHOLED PRIOR TO CONSTRUCTION. SUPPLY POTHOLING INFORMATION TO PROJECT ENGINEER, AND NOTIFY THE PROJECT ENGINEER OF ANY POTENTIAL CONFLICTS DISCOVERED. POTHOLE REQUIRED PRIOR TO CONSTRUCTION. WATER SERVICE NOTE THE LOCATION OF THE WATER SERVICE LINE AND METER DEPICTED ON THE PLANS IS A RECOMMENDATION. CONTRACTOR TO CONFIRM LOCATION OF WATER SERVICE LINE AND METER WITH THE CITY INSPECTOR. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. WATER PLAN GENERAL NOTES: 1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FROM PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA-LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THE WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 CROSSING TABLE 35 20 21 22 Markup Summary Subject: Callout Page Label: 2 Page Index: 2 Lock: Unlocked Checkmark: Unchecked Author: SRary Date: 1/29/2025 4:01:50 PM Creation Date: 1/29/2025 4:01:00 PM Color: X: 11.9549 in Y: 14.5205 in X Center: 13.1194 in Y Center: 14.7775 in Document Width: 2.3291 in Document Height: 0.5139 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: MAP_Lot_Line_Adjustment_Map_250115.pdf please insert: (RELATED TO THIS MAP ONLY) Callout (1) Measurement: 1 Count Subject: Cloud Page Label: [1] 19-045 Cover-COVER Page Index: 1 Lock: Unlocked Checkmark: Unchecked Author: Patrick Date: 11/6/2024 9:45:27 AM Creation Date: 11/6/2024 9:44:27 AM Color: X: 23.9561 in Y: 8.0900 in X Center: 24.8493 in Y Center: 8.2071 in Document Width: 1.7865 in Document Height: 0.2342 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: P_Civil_Plan_Sheets_250115.pdf Cloud (5) Measurement: 5 Count please insert: (RELATED TO THIS MAP ONLY) ONSTRUCTION ACTIVITY. THE CONTRACTOR SHA OVIDE FOR PROTECTION OF EXISTING UTILITIE MAGE CAUSED BY THE CONTRACTOR'S OPERATI OCKERIES OR OTHER RETAINING FACILITIES EXC FT. IN HEIGHT REQUIRE A SEPARATE PERMIT COVER SHEET HORIZONTAL CONTROL PLAN EXISTING CONDITIONS SITE PLAN RIGHT OF WAY DEDICATION SHEET INDEX Subject: Cloud Page Label: [1] 19-045 Cover-COVER Page Index: 1 Lock: Unlocked Checkmark: Unchecked Author: Patrick Date: 11/6/2024 9:45:31 AM Creation Date: 11/6/2024 9:44:44 AM Color: X: 23.0200 in Y: 8.4838 in X Center: 23.6039 in Y Center: 8.5333 in Document Width: 1.1677 in Document Height: 0.0989 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: P_Civil_Plan_Sheets_250115.pdf Subject: Cloud Page Label: [1] 19-045 Cover-COVER Page Index: 1 Lock: Unlocked Checkmark: Unchecked Author: Patrick Date: 11/6/2024 9:45:38 AM Creation Date: 11/6/2024 9:45:35 AM Color: X: 22.9419 in Y: 8.9887 in X Center: 23.5258 in Y Center: 9.0382 in Document Width: 1.1677 in Document Height: 0.0989 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: P_Civil_Plan_Sheets_250115.pdf 4 FT. IN HEIGHT REQU C01 - COVER SHEET C03 - HORIZONTAL CONTR C02 - EXISTING CONDITIO C04 - SITE PLAN C05 - RIGHT OF WAY DED SHEE C01 - COVER SHEET C03 - HORIZONTAL CONT C02 - EXISTING CONDITI C04 - SITE PLAN C05 - RIGHT OF WAY DED C06 - TESC PLAN C07 - DEMOLITION PLAN C08 - TESC NOTES AND SHE Subject: Cloud Page Label: [1] 19-045 Cover-COVER Page Index: 1 Lock: Unlocked Checkmark: Unchecked Author: Patrick Date: 11/6/2024 9:46:07 AM Creation Date: 11/6/2024 9:45:47 AM Color: X: 22.9149 in Y: 10.3345 in X Center: 24.4059 in Y Center: 10.4738 in Document Width: 2.9819 in Document Height: 0.2786 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: P_Civil_Plan_Sheets_250115.pdf Subject: Cloud Page Label: [1] 19-045 Cover-COVER Page Index: 1 Lock: Unlocked Checkmark: Unchecked Author: Patrick Date: 11/6/2024 9:46:39 AM Creation Date: 11/6/2024 9:46:32 AM Color: X: 22.9638 in Y: 16.0339 in X Center: 24.0596 in Y Center: 16.1276 in Document Width: 2.1916 in Document Height: 0.1874 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: P_Civil_Plan_Sheets_250115.pdf CTS, OUS, RAL, ULE, L BE NS IME C02 - EXISTING CONDITIONS C04 - SITE PLAN C05 - RIGHT OF WAY DEDICATION C06 - TESC PLAN C07 - DEMOLITION PLAN C08 - TESC NOTES AND DETAILS C09 - TESC NOTES AND DETAILS C10 - ONSITE GRADING PLAN C11 - ONSITE ADA GRADING DETAILS C12 - ONSITE DRAINAGE PLAN C13 - DETENTION VAULT PLAN AND PROFILE C14 - BENSON DR S FRONTAGE IMPROVEMENTS PLAN C15 - SE PETROVITSKY RD FRONTAGE IMPROVEMENTS PLA C16 - SE PETROVITSKY RD FRONTAGE IMPROVEMENTS PLA C17 - INTERSECTION PLAN C18 - ROAD AND DRAINAGE NOTES AND DETAILS C19 - ROAD AND DRAINAGE NOTES AND DETAILS C20 - ROAD AND DRAINAGE NOTES AND DETAILS C21 - ROAD AND DRAINAGE NOTES AND DETAILS C22 - ROAD AND DRAINAGE NOTES AND DETAILS L 811 AT LEAST 48 URS BEFORE YOU DI TS2 - TRAFFIC SIGNAL AND ILLUMINATION D TS3 - TRAFFIC SIGNAL POLE CHART TS4 - CITY OF RENTON ILLUMINATION STAN TS5 - WSDOT TRAFFIC SIGNAL STANDARD D PC1 - TRAFFIC SIGNAL AND ILLUMINATION P C33 - SEWER PLAN C34 - SEWER PROFILE C35 - COMPOSITE UTILITY PLAN Subject: Cloud+ Page Label: a Page Index: 1 Lock: Unlocked Checkmark: Unchecked Author: SRary Date: 1/29/2025 2:11:44 PM Creation Date: 1/29/2025 2:11:34 PM Color: X: 10.3965 in Y: 16.2727 in X Center: 10.9961 in Y Center: 16.8240 in Document Width: 1.1992 in Document Height: 1.1026 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: MAP_Lot_Line_Adjustment_Map_250115.pdf 30-0441 Cloud+ (3) Measurement: 3 Count Subject: Cloud+ Page Label: a Page Index: 1 Lock: Unlocked Checkmark: Unchecked Author: SRary Date: 1/29/2025 2:14:47 PM Creation Date: 1/29/2025 2:14:32 PM Color: X: 19.0529 in Y: 0.6965 in X Center: 20.4526 in Y Center: 1.3367 in Document Width: 2.7992 in Document Height: 1.2805 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: MAP_Lot_Line_Adjustment_Map_250115.pdf 25-000014 30-0441 25-000014 Subject: Cloud+ Page Label: 2 Page Index: 2 Lock: Unlocked Checkmark: Unchecked Author: SRary Date: 1/29/2025 4:03:11 PM Creation Date: 1/29/2025 4:02:11 PM Color: X: 2.1064 in Y: 13.8099 in X Center: 5.4550 in Y Center: 14.8206 in Document Width: 6.6973 in Document Height: 2.0213 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: MAP_Lot_Line_Adjustment_Map_250115.pdf please note, new Parcel A will remain 10828 SE 176th St; Parcel B will be Addressed when developed. Subject: Line Page Label: 2 Page Index: 2 Lock: Unlocked Checkmark: Unchecked Author: SRary Date: 1/29/2025 4:01:56 PM Creation Date: 1/29/2025 4:01:54 PM Color: X: 5.4591 in Y: 15.6459 in X Center: 3.8754 in Y Center: 15.2026 in Document Width: Document Height: Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: MAP_Lot_Line_Adjustment_Map_250115.pdf Line (2) Measurement: 2 Count please note, new Parcel Awill remain 10828 SE176th St; Parcel B will be Addressed when developed. Subject: Line Page Label: 2 Page Index: 2 Lock: Unlocked Checkmark: Unchecked Author: SRary Date: 1/29/2025 4:02:00 PM Creation Date: 1/29/2025 4:01:58 PM Color: X: 5.0803 in Y: 14.7755 in X Center: 3.7626 in Y Center: 15.1704 in Document Width: Document Height: Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: MAP_Lot_Line_Adjustment_Map_250115.pdf Subject: Text Box Page Label: [1] 19-045 Cover-COVER Page Index: 1 Lock: Unlocked Checkmark: Unchecked Author: Nathan Date: 1/31/2025 12:06:32 PM Creation Date: 1/31/2025 7:57:38 AM Color: X: 3.5603 in Y: 2.0259 in X Center: 9.9092 in Y Center: 4.9871 in Document Width: 12.6978 in Document Height: 5.9222 in Length: 0 Width: 0 Height: 0 Rise/Drop: 0 Unit: Count Area: 0 Wall Area: 0 Volume: 0 Count: 0 Measurement: 1 Count Capture: No File Name: P_Civil_Plan_Sheets_250115.pdf civil plans are for reference only and permitted separately under C23005292. at the time of LLA application the civil permit has not been approved. given the location of utilities as proposed in the unapproved construction plan crossing the proposed property lines, in addition to the proposed shared driveway access, executable versions of easements for the joint use/maintenance of common facilities will be required to be submit for review and approval prior to construction permit issuance. Text Box (1) Measurement: 1 Count 3+1DSL 3+1DSL PROPOSED 7-11 FUEL PUMPS DIESEL/GASOLINE TANKS N1° 4 3 ' 2 9 . 0 0 " E 2 9 0 . 5 7 ' N88°55'01.37"W 476.98' S1° 4 3 ' 2 9 . 0 0 " W 4 7 6 . 9 8 ' N88°18'52.65"W 79.99' TRASHENCLOSURE L=88.35', R=864.5' Δ=5.86° UB L I C ) BE N S O N - P E T R O V I T S K Y 7 - E L E V E N TE D - 4 0 - 4 2 8 8 BENSON-PETROVITSKY A PORTION OF SECTION 29, TOWNSHI CITY OF RENTON, KING COUNT 1 INCH = 30 FEET (22"x34") GRAPHIC SCALE 60300 INCH = 60 FEET (11"x17")COVER SHEET civil plans are for reference only and permittedseparately under C23005292. at the time of LLA application the civil permit has not beenapproved. given the location of utilities as proposed in the unapproved construction plan crossing the proposed property lines, in addition to the proposed shared driveway access, executable versions of easements for the joint use/maintenance of common facilities will be required to be submit for review and approval prior to construction permit issuance.