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Home My WebLink AboutR-433502III') co It i 0 w �1 L FOUND INVERTED NAIL IN a2$o�1lGl(1 CONCRETE POST, INCASED ,S i ' SANITARY SEWER / IP MANHOLE RIM 400.93 8" CONC N 391.53 IE 12" CONC NE 390.88 IE 0 6" CONC S 391.82 IE 12 CONC SW 390.90 IE •0 % CATCH BASIN V REMOVE DRIVWAY RIM 400.78 �� / 12" CONC SW 397.38 IE REMOVE DRIVWAY, REMOVE AN6 CL i i REMOVE AND REPLACE CURB AS REPLACE CURB AS -REQUIRED REQUIRED REMOVE EXISTING `'�psPNP� �' / ' / ✓�/ / /a METER, EXISTING SANIT SEWER MANHOLE �i S SL SERVICE LINE OBE RI 0.71 '' i ✓ REMOVE SIDEWALK CUT AND C " CONC N 88.80-IE- '' i /� TO NEAREST JOINT CATCH BASIN '' W \ 12" CONC .61 1 S / AT MAIN BY CITY � / RIM 400.13 FORCES, CUT AND CAP 12" CONC SW 397.30 IE / ' \ PERMIT REQUIRED CATCH BASIN �1 S i J GRAV SIGNAL BQ< �-- RIM 398.80 F 2�,� EM_Q SIDEWALK i ' / / / \- 'ALONG FRONTAGE / T.E.S.C. LEGEND CE TEMPORARY CONSTRUCTION ENTRANCE PER RENTON DETAIL 215.10 2 C1.; IP STORM DRAIN INLET PROTECTION PER RENTON DETAIL 216.30 3 C1.2 SF SILT FENCE PER RENTON DETAIL 214.00 1 C1.2 CP CLEAR PLASTIC COVERING, SEE PLASTIC COVERING NOTES ON SHEET C1.2 TS TEMPORARY SEEDING, SEE HYDROSEEDING NOTES CL CLEARING LIMITS VR NATURAL VEGETATION RETENTION OPROTECT UTILITY AND BRING TO GRADE SL SAWCUT LINE 12" CONC NE 394.86 IE 1�� 6 � � � � �� 35 D�0 � - ' - � � - 12 CONC N394.841E �,0\- N6 - s INSPECTION SCHEDULE FOR ESC FACILITIES 12" CONC SW 394.91 IE OPN G� ' P ��P\p,C EROSION CONTROL AND SEDIMENT CONTROL (ESC) FACILITIES SHALL NOT BE ALLOWED TO FALL INTO %� ��\ l S ' ✓ / I DISREPAIR. ALL ESC FACILITIES SHALL BE INSPECTED AS A MINIMUM, ACCORDING TO THE FOLLOWING ✓ \ 0) SCHEDULE: SANITARY SEWER 5g5 10 l' / �0� �� O� % / i MANHOLE ✓ \�P' i RIM 400.4 p S `� � G o y�, 2� / //� J / DRY SEASON: ONCE A WEEK i 12" CONC NE 38 IE 00 LSCn WET SEASON: DAILY AND AFTER EVERY RAINFALL EVENT PRODUCING RUNOFF. 8.91 P8" PVC 1-,-//EMOVE 2" CO 1J - _ RE E SIDEWACK 001 GUARD R - NEEDED REPAIRS SHALL BE MADE WITHIN 24 HOURS OR IMMEDIATELY IF POSSIBLE. NEA T JOINT / TS CATC ASIN S �O M 399.93 1 P !! � / 12 C NE 395.331E �� T.E.S.C. GENERAL NOTES: 1 ONC SW 395.2 / EMOVE GUARD jo r2, 1. AT A MINIMUM, ALL T.E.S.C. FEATURES SHALL BE INSPECTED AND MAINTAINED PER THE SCHEDULE RAIL U P PROVIDED ON THIS SHEET. 2. TREES TO BE PROTECTED SHALL BE SURROUNDED BY CONSTRUCTION FENCING AT THE DRIP LINE. 4 �q� �� ANY CLEARING REQUIRED INSIDE THE DRIP LINE SHALL BE PERFORMED BY HAND TO PREVENT CE DAMAGE TO THE ROOTS. IF ROOTS GREATER THAN 1" IN DIAMETER ARE DAMAGED DURING g35� N CLEARING OR GRADING, THEY SHALL BE SEALED WITH EMULSIFIED ASPHALT AND COVERED WITH 39 WET BURLAP TO PREVENT THE ROOTS FROM DRYING OUT PRIOR TO BE RECOVERED. COVER EXPOSED ROOTS WITH SOIL AS SOON AS PRACTICABLE. 00 CL TS M Q ✓ER FUTURE BUILDING CONSTRUCTION SEQUENCE 3.25 OUTLINE (TYP.) M S Q 3.LE rt 0 IE �� 1. SURVEY AND FLAG CLEARING LIMITS. 5 IE 2. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 3. PROVIDE MISC. DEMOLITION AND CLEAR AND GRUB AREA WITHIN CLEARING LIMITS REMOVE TREE �':R: a:.' REQUIRED FOR INSTALLATION OF TEMPORARY EROSION CONTROL FACILITIES. ALL �FIR CONTRACTOR TO STABILIZE PROTECT EXISTING EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THE EROSION CONTROL '� •2 " CP ALL DISTURBED PORTIONS / TS I, FENCE DURING PLAN SHALL BE INSTALLED PRIOR TO, OR AS A FIRST STAGE OF SITE PREPARATION. O1 OF THE SITE USING SEED, ' CONSTRUCTION U) L MULCH, OR OTHER 4. PROVIDE CONSTRUCTION ENTRANCE, SILT FENCE, AND CATCH BASIN INLET ENGINEER APPROVED BMP. / 11 PROTECTION AS SHOWN ON SHEET C1.2. FILL SLOPE _39", CL CATCH LINE (TYP.) O 5. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES WEEKLY AND WORKMAN ARLENE M. TEMPORARY SOIL PROVIDE REPAIRS AS NEEDED. 0323059055 U) STOCKPILE AREA, SEE AFTER CB IP * CIA ENTERPRISES 6. PROVIDE COVER MEASURES TO INCLUDE ARMORING, MULCHING AND / STOCKPILE NOTES ON INSTALLATION 0323059097 HYDROSEEDING TO STABILIZE DENUDED AREAS AND PREVENT THE TRANSPORT OF 12"FIR@ - / SHEET C2.2 J SEDIMENT -LADEN STORMWATER OFF -SITE. Grp Q 7. PROVIDE STORM SYSTEM, SANITARY SYSTEM, WATER AND MISCELLANEOUS FILL SLOPE UTILITIES AS SHOWN ON THE PLANS. PROVIDE 6" VERTICAL AND 3' HORIZONTAL 24"FIR O lop\39 AFTER CB IP TYP. SF CATCH LINE (TYP.) CLEARANCE (OUTSIDE SURFACES) BETWEEN STORM DRAIN LINES AND OTHER :': / INSTALLATION UTILITY PIPES AND CONDUITS. 20' SEWERfYP SF 167I 1 � � 3gB / _ i 8. PROVIDE CATCH BASIN SEDIMENT PROTECTION ON ALL CATCH BASINS. PROVIDE CONSTRUCTION IP AFTER CB i PROVIDE CONSTRUCTION FENCE AROUND TREE // J INSTALLATION FENCE AROUND TREE 9. AFTER SITE IS STABILIZED, COMPLETE BIO-RETENTION CONSTRUCTION: DRIPLINE TO PROTECT 0"FI /Cf) i 39'I / / i.,�� - - DRIPLINE TO PROTECT 9.1. SCARIFY ALL BIO-RETENTION SUB -GRADES (DO NOT COMPACT DURING CONSTRUCTION I / 0 3g$ 3 / DURING CONSTRUCTION BIO-RETENTION BOTTOMS) 16"FIR / - - -396_ 9.2. SCHEDULE GEOTECHNICAL ENGINEER FOR INFILTRATION TESTING TO / / �• 30" IR PROVIDE SELECT CLEARING ENSURE TESTING TO INCLUDEN FUNCTION PER DESMINIMUM OF 2 TESTSIPER BRO-RETENTION SY INFILTRATIONOVIDE EM. ✓ / I AS REQUIRED FOR STORM _ 3 6j • VR INSTALLATION INFILTRATION TESTING PER PIERCE COUNTY STORMWATER MANAGEMENT O AND SITE DEVELOPMENT MANUAL. CITY MUST BE NOTIFIED AT LEAST 2 24" FIR :;:;:;:;I: :;:;.;\\ I / 40.00' STREAM / / \ BUSINESS DAYS PRIOR TO INFILTRATION TESTING. BUFFER �� 394- 48" CMP CULVERT 9.3. UPON APPROVAL OF INFILTRATION TESTING RESULTS, PROVIDE �393- - /Vdf 8 T 389.11 IE _ BIO-RETENTION TREATMENT SOIL MIX PER PLANS. BIO-RETENTION SOIL MIX 14"FIR \ �co- / �� 'i PLACEMENT AND BIO-RETENTION EXCAVATION SHALL NOT BE CONDUCTED �✓ �� ` DURING WET OR SATURATED CONDITIONS. SANITARY SEWER MANHOLE �. / / ��i J 9.4. PROVIDE LANDSCAPE PLANTINGS AND FINAL BIO-RETENTION STABILIZATION RIM 396.32 / `^/ 8 PVC S 393.35 IE 1 VR -/ _ F � '' ,l / / PER LANDSCAPE DESIGN. 8" PVC SE 393.38 IE /�'/ • , , 8" PVC N 393.27 IE 164.55' - - - T N89° 37' / 1 10. FINE GRADE SITE AND PAVE. COORDINATE WITH THE CITY FOR REQUIRED - 58 "W F / ✓i/ ✓ - - INSPECTIONS. VR �95 SF TYP . ✓� / i/ / �� = ROCKERY PROVIDE CONSTRUCTION 0" Fir O ,� CL �W.P5✓%, 5' ��%%�/ FENCE AROUND TREE 6"FI�g� �S°��' /j BECK HOLDINGS LLC 11. REMOVE SEDIMENT FROM STORM PIPES AND CATCH BASIN SUMPS. DRIPLINE TO PROTECT I �q� FILL SLOPE _ % i /� / i 30"F r fCH LINE (TYP_ fiidVF A�C5Y ✓ / / / / 0323059044 12. STABILIZE ALL REMAINING DISTURBED AREAS. DURING CONSTRUCTION I r / / -392- ^ - - j /✓ / / / i/ 8" CONCRETE CULVERT WF A 1• - i / �� 393.56 IE 13. COORDINATE WITH THE CITY OF RENTON FOR FINAL INSPECTION. W F1-1 J l /14. REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES WHEN AREA HAS BEEN PERMANENTLY STABILIZED WITH VEGETATION AND REMOVAL IS APPROVED `V T • x� j BY THE CITY. OpF WASOG - SURVEYED: SCALE:` O TACOMA SEATTLE S P O K A N E T R I- C I T I E S TER S lkEC�9 Know what's below. �SSIOT E2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Call before you dig. 07/21/2025 LANDUSE CONDITION OF APPROVAL GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 1. THE APPLICANT SHALL RETAIN EITHER THE 29-INCH (29") DBH DOUGLAS FIR TREE OR THE 27-INCH (27") DBH DOUGLAS FIR TREE IDENTIFIED IN THE ARBORIST REPORT SUBMITTED WITH THE APPLICATION. 2. A SCREENING DETAIL 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. 3. THE APPLICANT SHALL SUBMIT A LETTER FROM THE GARBAGE AND RECYCLING SERVICE PROVIDER APPROVING THE LOCATION OF THE ENCLOSURE. THE LETTER SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 4. A BICYCLE PARKING DETAIL 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. 5. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT DEMONSTRATES COMPLIANCE WITH RMC 4-4-075 AND PROVIDES ENOUGH LIGHT FOR SECURITY BUT DOES NOT CREATE EXCESSIVE LIGHT IMPACTS ON NEIGHBORING PROPERTIES. IN ADDITION, THE PARKING AND PEDESTRIAN AREAS SHALL ALSO CONTAIN ADEQUATE LIGHTING TO ENSURE SAFETY AND SECURITY. THE LIGHTING PLAN SHALL INCLUDE DETAILED SHEETS OF ALL EXISTING AND NEW LIGHT FIXTURES ON SITE, FOOTCANDLE ILLUMINATION INFORMATION, AND SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL PROVIDE A SERVICE AREA SCREENING DETAIL AT THE TIME OF BUILDING PERMIT REVIEW DEMONSTRATING THAT THE SERVICE ELEMENT DOORS WOULD BE SELF- CLOSING. 7. THE SECTION OF THE ON -SITE SIDEWALK BETWEEN THE PUBLIC SIDEWALK IN NE SUNSET BLVD AND THE PLAZA AREA NEAR THE MAIN ENTRANCE SHALL HAVE A MINIMUM WIDTH OF SIX FEET (6'). 8. THE APPLICANT SHALL INSTALL TWO (2) BENCHES, OR AN ALTERNATIVE SEATING OPTION, NEAR EITHER THE FRONT OR ADJACENT REAR ENTRANCE OF THE BUILDING. THE SITE FURNITURE LOCATIONS AND DETAILS DEMONSTRATING COMPLIANCE WITH THE DESIGN STANDARDS SHALL BE PROVIDED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 9. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL. 10. THE APPLICANT SHALL SUBMIT AN INTERNAL TRAFFIC CIRCULATION ANALYSIS THAT DEMONSTRATES HOW VEHICLES WOULD SAFELY ENTER AND EXIT THE PARKING LOT ON THE SITE. THE ANALYSIS SHALL EVALUATE TURNING MOVEMENTS BOTH INTO AND OUT OF THE STALLS, AS WELL AS IDENTIFY WHERE DRIVERS COULD SAFELY TURNAROUND ON THE SITE IF ALL PARKING STALLS WERE FILLED. THE ANALYSIS SHALL BE REVIEWED OR APPROVED PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 11. THE APPLICANT SHALL SUBMIT AN UPDATED SITE PLAN IDENTIFYING A LOADING AND DELIVERY AREA SEPARATE FROM THE CUSTOMER/EMPLOYEE PARKING AND PEDESTRIAN AREAS. THE UPDATED SITE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 12. THE APPLICANT SHALL SUBMIT A SIGNED AND SEALED LETTER FROM A LICENSED GEOTECHNICAL ENGINEER STATING THAT THEY HAVE REVIEWED THE CONSTRUCTION PLANS AND, IN THEIR OPINION, THE PROPOSED PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT. THE LETTER SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 13. THE APPLICANT SHALL PROVIDE DOCUMENTATION OF THE EXISTING 20-FOOT (20') WIDE SEWER EASEMENT ON THE SITE. THE DOCUMENT SHALL BE REVIEWED AND APPROVED BY THE PUBLIC WORKS PLAN REVIEWER PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. IF NO EASEMENT IS FOUND TO EXIST, THE APPLICANT SHALL ESTABLISH A NEW SEWER EASEMENT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE NEW BUILDING. THE LOCATION, SIZE, AND LANGUAGE OF THE EASEMENT SHALL BE REVIEWED AND APPROVED BY THE PUBLIC WORKS PLAN REVIEWER PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. IN ADDITION, A PAVED ACCESS ROAD TO THE EXISTING SEWER MANHOLE (COR FACILITY ID MH 3619) WITHIN THE 20 FEET WIDE EASEMENT SHALL BE PROVIDED. NO STRUCTURES SHALL BE INSTALLED WITHIN THE EXISTING EASEMENT, AND THE PROPOSED BIORETENTION CELL SHALL BE LOCATED OUTSIDE OF THE EXISTING PUBLIC UTILITY EASEMENT. 14. THE PROPOSAL SHALL CONFORM TO ALL RECOMMENDATIONS MADE IN THE APPLICANT'S STREAM STUDY AND BUFFER MITIGATION PLAN, PREPARED BY WETLAND RESOURCES, INC., DATED MAY 30, 2024 EXHIBIT 13). R-433502 N co Cfl O N U �, O O i N V% O O O N Q D J