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HomeMy WebLinkAboutzR-3947SetNE 1/4 OF S 321 T 23 N1 R 5 E ENGINEER'S CONSTRUCTION RECORD DRAWING CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON AS -BUILT INFORMATION PROVIDED BY THE PROJECT SURVEYOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR AND SURVEYOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION NAME DATE 1-405 01 J �t�c m SE PETROVITSKY RD S 180TH ST SE CARR RD PROJECT LOCATION VICINITY MAP NTS LEGAL DESCRIPTION OWNER REAL PROPERTY INVESTORS 2618 2ND AVENUE SEATTLE, WA 98121 (206) 321-7239 CONTACT: MARTY JOUFLAS APPLICANT PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. ARCHITECT SGA DESIGN GROUP 1437 S BOULDER AVE, #550 TULSA, OK 74119 (918) 587-8602 CONTACT: JEFF DALTON, AIA UTILITY PROVIDERS RENTON, KING COUNTY, WASHINGTON CIVIL PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. LANDSCAPE PACLAND-EDMONDS 250 4TH AVE S. SUITE 101 EDMONDS, WA 98020 (425) 275-9808 CONTACT: SHAWN PARSONS SURVEYING PACE ENGINEERS, INC 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA 98033 (425) 827-2014 CONTACT: WILLIAM HAWKINS, P.L.S. ABBREVIATIONS DEVELOPMENT STANDARDS ZONING: CA SETBACKS: MINIMUM FRONT YARD 15' MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' MAXIMUM SIDE YARD ALONG STREET 20' MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RESI. 15' LANDSCAPING: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' MINIMUM LANDSCAPE AREA 15SF/PARK SPACE SITE DATA TOTAL DISTURBED AREA = 40,644 SF (0.93 AC) BUILDING AREA = 8,261 SF NON -BUILDING IMPERVIOUS AREA* = 17,892 SF (0.41 AC) NET NEW IMPERVIOUS AREA* = 4,154 SF (0.10 AC) TOTAL IMPERVIOUS AREA* = 26,153 SF (0.60 AC) LANDSCAPE AREA* = 9,818 SF (0.23 AC) IMPERVIOUS AREA COVERAGE* = 73% *REFLECTS SITE AFTER R/W DEDICATION (PER FIRST AMERICAN TITLE INSURANCE COMPANY., ORDER NO. STORM AASHTO AMERICAN ASSOCIATION OF STATE FL FLOW LINE NCS-740927-CH12, DATED FEBRUARY 26, 2016 7:30 A.M.) CITY OF RENTON HIGHWAY AND TRANSPORTATION FT FEET 1055 S GRADY WAY OFFICIALS THE SOUTH 132 FEET OF THE NORTH SIX -TENTHS OF THAT PORTION RENTON, WA 98057 ARCH ARCHITECTURAL HDPE HIGH -DENSITY POLYETHYLENE OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER (425) 430-7204 HORIZ HORIZONTAL OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, ASTM AMERICAN SOCIETY FOR TESTING RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF WATER AND MATERIALS HP HIGH POINT THE NORTH 30 FEET THEREOF; SOOS CREEK WATER AVE AVENUE HWY HIGHWAY AND SEWER DISTRICT EXCEPT THAT PORTION LYING WESTERLY OF A LINE BEGINNING 14616 SE 192ND ST BSRO BRIDGESTONE RETAIL OPERATIONS IE INVERT ELEVATION OPPOSITE HIGHWAY ENGINEER'S STATION 315 + 81 AND 40 FEET RENTON, WA 98058 BMP BEST MANAGEMENT PRACTICE LP LOW POINT EASTERLY OF THE CENTERLINE OF HIGHWAY SR 515, RENTON VICINITY; (253) 630-9900 BS BOTTOM OF STAIR MAX MAXIMUM (SOUTHEAST 196TH STREET TO CARR ROAD); SEWER BW BOTTOM OF WALL MEP MECHANICAL/ELECTRICAL/PLUMBING THENCE NORTHERLY IN A STRAIGHT LINE TO A POINT OPPOSITE SOOS CREEK WATER HIGHWAY ENGINEER'S STATION 318 + 41 AND 45 FEET EASTERLY OF AND SEWER DISTRICT CB CATCH BASIN MH MANHOLE SAID CENTERLINE, AND END OF SAID LINE AS CONVEYED TO THE STATE 14616 SE 192ND ST CL CLASS MIN MINIMUM OF WASHINGTON BY DEEDS RECORDED AUGUST 02, 1972 AND JULY 11, RENTON, WA 98058 0 1972, UNDER RECORDING NOS. (253) 630-9900 CO CLEANOUT MJ MECHANICAL JOINT 0 7208020358 AND 7207110553, IN KING COUNTY, WASHINGTON. CY CUBIC YARDS MUTCD MANUAL ON UNIFORM TRAFFIC a ELECTRIC CONTROL DEVICES GOVERNING AGENCY PUGET SOUND ENERGY DIA DIAMETER N NORTH m 10885 N.E. 4TH STREET DR DRIVE CITY OF RENTON BELLEVUE, WA 98004 E EAST NTS NOT TO SCALE 0 1055 S GRADY WAY (800) 562-1482 PE POLYETHYLENE o RENTON, WA 98050 ESAL EQUIVALENT SINGLE -AXLE LOAD (425 )430-7204 NATURAL GAS ESC EROSION AND SEDIMENT CONTROL PUD PLANNED UNIT DEVELOPMENT PUGET SOUND ENERGY PVC POLYVINYL CHLORIDE 6 z SEPA 10885 N.E. 4TH STREET EX EXISTING a BELLEVUE, WA 98004 FFE FINISHED FLOOR ELEVATION RD ROAD o OFF rV-1 1 FOR '�FPA MITI(;ATION (800) 562-1482 / _ Illllm uullll � Illum • ullllll � 5 � � � IVmI� NIIIII � � Illlllu iolllll o Illllui � ��� , , - illlllll � _�� Illlllu millll 4 = � lllmu 1 - � 1. • 1 �a ; oioo �� • REQS REQUIREMENTS RMC RENTON MUNICIPAL CODE S SOUTH SD STORM DRAIN SDR STANDARD DIMENSION RATIO SF SQUARE FEET SS SANITARY SEWER ST STREET SW SIDEWALK TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT TS TOP OF STAIR TW TOP OF WALL TYP TYPICAL VERT VERTICAL W WEST WA WATER WSDOT WASHINGTON DEPARTMENT OF TRANSPORTATION SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING INDEX SHEET NO. DRAWING TITLE CV-1.0 COVER SHEET C-6.0 CV-1.1 CITY OF RENTON STANDARD NOTES C-6.1 AND CONDITIONS OF APPROVAL C-6.2 CS-1.0 EXISTING CONDITIONS PLAN C-6.3 D-1.0 DEMOLITION AND ESC PLAN C-8.0 D-2.0 ESC DETAILS C-8.1 C-1.0 HORIZONTAL CONTROL PLAN C-8.2 C-1.1 SITE PLAN L-1.0 C-2.0 GRADING AND DRAINAGE PLAN L-2.0 C-3.0 UTILITY PLAN SITE INFORMATION PARCEL NUMBER: 322305-9104 SITE ADDRESS: 17808 108TH AVE SE 98055 CURRENT ZONING: COMMERCIAL ARTERIAL (CA) SITE AREA: EXISTING SITE: 0.88 ACRES VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M AFTER R/W DEDICATION: 0.83 ACRES GENERAL NOTES STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS PAVING AND SITE DETAILS PAVING AND SITE DETAILS PAVING AND SITE DETAILS LANDSCAPE PLAN LANDSCAPE AND IRRIGATION DETAILS HORIZONTAL DATUM NAD 83/91 WASHINGTON STATE NORTH ZONE- BASED ON FIELD TIES TO CITY OF RENTON MONUMENTS 1866 (SUPERSEDED BY KING CO. CONTROL #3810) AND 1868 VERTICAL DATUM NAVD 88 CITY OF RENTON MONUMENT 1866 (SUPERSEDED BY KING COUNTY CONTROL TRAVERSE POINT #3810) ELEV=401.04' 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT WSDOT SPECIFICATIONS, AND CITY OF RENTON STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. Fd, CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS COVER SHEET U N 00 O 0 c� Q J 0000 co O O O Q0 T I..L W z O 0 W DATE: 02/21/2019 ILL FIELDBOOK: z PAGE: O DRAWING NO: CV-1 .0 z W Cr SHEET: 1 OF: 1CJO R-394701 NE1/4OFS321T23N, R 5 E 0 0 0 a o: W _J ca m I 3 0 cq a 0 U 0 a 0 In LU a a Y to a z 0 z LU z 0 (.9 Z a to w zz J lL TREE PROTECTION NOTES SURFACE WATER STANDARD PLAN NOTES SEPA CONDITIONS OF APPROVAL PROTECTION MEASURES DURING CONSTRUCTION: PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 1. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A DIRECT PERPENDICULAR CONNECTION FROM THE STREET BE RETAINED. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY FRONTAGE ENTRANCE TO THE SIDEWALK. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO 1. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE 2. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF SEVEN (7) ADDITIONAL SHRUBS WITHIN THE WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC PERIMETER PARKING LOT LANDSCAPING SCREEN. THE REVISED LANDSCAPING PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT 2. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM 3. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES SHRUBS WITHIN THE INTERIOR PARKING LOT LANDSCAPING SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1.25) FOR EVERY ONE INCH (1") OF TRUNK CALIPER, THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. BULBS AT THE REQUIRED RATE OF ONE PER 20 SQUARE FEET OF LANDSCAPED AREA. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO EVERY FIFTY FEET (50') INDICATING THE WORDS, 'NO TRESPASSING -PROTECTED TREES,"OR ON EACH SIDE OF THE FENCING IF CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE BUILDING PERMIT APPROVAL. LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION 4. THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN THAT IDENTIFIES THE THREE (3) RETAINED TREES AND PROVIDES THE SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE REQUIRED PROTECTION MEASURES DURING CONSTRUCTION. THE REVISED TREE RETENTION PLAN SHALL BE SUBMITTED WITH THE WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. WATER UTILITY SECTION. CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO 3. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. CONSTRUCTION PERMIT APPROVAL. APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO 5. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT REMOVES THE EXTRUDED CURB FROM THE NORTHERN PERIMETER TO FULLY BE EQUAL TO THE TREES DRIP LINE. WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. PROVIDE THE SITE TO SITE VEHICLE CONNECTION. THE REVISED SITE PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO 4. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 6. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT INCLUDES A DETAIL CUT -SHEET OF THE BICYCLE PARKING RACK THAT COMPLIES 5. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED WITH RMC 4-4-OSOELIB. THE REVISED SITE PLAN WITH CUT SHEET SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF SUBMITTED TO THE CITY OF RENTON. 7. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT INCLUDES A DETAIL CUT SHEET OF THE RETAINING WALL MATERIALS THAT TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE ARE COMPOSED OF BRICK, ROCK, TEXTURED OR PATTERNED CONCRETE, OR OTHER MASONRY PRODUCT THAT COMPLEMENTS THE PROPOSED (ORD. 5676, 12-3-2012) NOTED ON THE PLANS. BUILDING AND SITE DEVELOPMENT. THE REVISED LANDSCAPE PLAN WITH DETAIL CUT SHEET SHALL BE SUBMITTED WITH THE BUILDING PERMIT 6. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. REVIEW AND APPROVAL. 8. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION PLAN FOR THE REFUSE AND RECYCLING ENCLOSURE THAT INCLUDES A DETAIL CUT MINIMUM OF THREE INCHES (Y) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD SHEET IDENTIFYING THE SELF -CLOSING MECHANISM FOR THE ENCLOSURE DOORS. THE REVISED ELEVATION PLAN SHALL BE SUBMITTED WITH APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) PROCTOR. THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING 7. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS PERMIT APPROVAL. ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN 9. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF TWO (2) PLANTER CONTAINERS NEAR EACH OF FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. THE TWO (2) PUBLIC ENTRANCES. THE LANDSCAPE PLAN SHALL ALSO PROVIDE ADDITIONAL WIDTH ALONG PEDESTRIAN PATHWAY EXTENDING 8. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST OUTWARD FROM THE BUILDING ALONG THE STREET SIDE FACADE NEAR THE 108TH AVE SE ENTRANCE TO ACCOMMODATE ADDITIONAL PROTECTION. (ORD. 5676, 12-3-2012) BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. PEDESTRIAN AMENITIES. THE REVISED LANDSCAPE PLAN WITH CUT SHEETS OF THE PLANTER CONTAINERS AND WIDENED PAVED ENTRANCE 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL AREA SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE 10. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF TWO (2) OUTDOOR SEATING BENCHES WITH OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF DETAIL CUT SHEETS VERIFYING THE BENCHES ARE MADE OF DURABLE, VANDAL- AND WEATHER -RESISTANT MATERIALS TO BE LOCATED NEAR EROSION CONTROL NOTES THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING EACH ENTRANCE AREA. THE REVISED SITE PLAN SHALL BE SUBMITTED WITHTHE BUILDING PERMIT APPLICATION TO BE REVIEWED AND MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.11. THE APPLICANT SHALL SUBMIT A 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C", WITH THE EXCEPTION OF PVC PIPE. LIGHTING PLAN WITH PHOTOMETRIC LIGHTING ANALYSIS THAT PROVIDES THE APPROPRIATE LEVEL OF LIGHTING FOR THE PARKING LOT AND WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. PEDESTRIAN AREAS WHILE LIMITING THE IMPACTS TO THE NEIGHBORING SINGLE-FAMILY NEIGHBORHOOD AS DETERMINED BY STANDARDS OF 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES THE ILLUMINATING ENGINEERING SOCIETY. DETAIL CUT SHEETS OF THE LIGHTING FIXTURES WITH CUT-OFF LUMINAIRE SHALL BE PROVIDED WITH RENTON, PUBLIC WORKS DESIGN ENGINEER. ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. THE PLAN.THE LIGHTING PLAN AND PHOTOMETRIC LIGHTING ANALYSIS SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPROVAL. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS 11. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH PHOTOMETRIC LIGHTING ANALYSIS THAT PROVIDES THE APPROPRIATE LEVEL OF LINES. LIGHTING FOR THE PARKING LOT AND PEDESTRIAN AREAS WHILE LIMITING THE IMPACTS TO THE NEIGHBORING SINGLE-FAMILY NEIGHBORHOOD CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. AS DETERMINED BY STANDARDS OF THE ILLUMINATING ENGINEERING SOCIETY. DETAIL CUT SHEETS OF THE LIGHTING FIXTURES WITH CUT-OFF SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM LUMINAIRE SHALL BE PROVIDED WITH THE PLAN. THE LIGHTING PLAN AND PHOTOMETRIC LIGHTING ANALYSIS SHALL BE SUBMITTED WITH THE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT SUPERVISOR FOR THE DURATION OF CONSTRUCTION. APPROVAL. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE 12. THE APPLICANT SHALL PROVIDE PEDESTRIAN SCALE DECORATIVE SCONCES ALONG THE WEST FACADE AND NEAR THE PARKING LOT DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE FOLLOWING SPECIFICATIONS: ENTRANCE. SCONCE DETAIL CUT SHEETS SHALL BE INCLUDED ON THE LIGHTING PLAN AND SUBMITTED WITH THE BUILDING PERMIT REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR 4 - 8 INCH ROCK / 40 - 70% PASSING; APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE DURATION OF THE PROJECT. 2 - 4 INCH ROCK / 30 - 40% PASSING; AND 13. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT RELOCATES THE EASTERN PERIMETER CHAINLINK FENCE TO THE AREA 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING LESS THAN 2 INCH ROCK / 10 - 20% PASSING. BETWEEN THE PARKING LOT AND THE NEW PLANTINGS. THE PLAN SHALL ALSO INCLUDE A CUT SHEET OF A GREEN OR BLACK VINYL COATED AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY CHAINLINK FENCE AND BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED THE IMPLEMENTATION, THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 14. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION PLAN THAT IDENTITIES ANY NEEDED SCREENING OF ROOFTOP EQUIPMENT THAT SHIELDS MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR THE EQUIPMENT FROM PUBLIC VIEW. THE REVISED ELEVATION PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE THE PERMITEE. INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF 15. THE APPLICANT SHALL SUBMIT A REVISED UTILITIES PLAN THAT PROVIDES FRONTAGE IMPROVEMENTS ALONG THE SUBJECT PROPERTY'S 108TH TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY AVE SE FRONTAGE THAT MAINTAINS THE CURB LINE IN ITS EXISTING LOCATION AND ADDS AN 8-FOOT PLANTER STRIP AND 8-FOOT THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO SIDEWALK. THE LANDSCAPE PLAN SHALL ALSO BE REVISED TO SHOW APPROVED STREET TREES PLANTED WITHIN 8-FOOT PLANTER STRIP. COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. THE REVISED UTILITIES PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE CIVIL PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. 16. THE APPLICANT SHALL DEDICATE BETWEEN TWO (2) AND FOUR (4) FEET ALONG THE SUBJECT PROPERTY'S 108TH AVE SE FRONTAGE, PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN SUBJECT TO FINAL SURVEY. THE APPLICANT SHALL DEDICATE 11.5-FEET ALONG THE SUBJECT PROPERTY'S 109TH AVE SE FRONTAGE, 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER SUBJECT TO FINAL SURVEY. FRONTAGE DEDICATIONS SHALL BE SUBMITTED TO THE CIVIL PLAN REVIEWER AND COMPLETED PRIOR TO BUILDING DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. ACCEPTABLE DETECTION. PERMIT ISSUANCE. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL 17. THE APPLICANT SHALL CONTACT THE CURRENT PLANNING PROJECT MANAGER TO APPROVE ANY COMPARABLE ALTERNATIVE TREE SPECIES WET SEASON (OCTOBER 1ST TROUGH MARCH 30 OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) LOTS. FOR THE AUSTRIAN BLACK PINE IN THE EASTERN PORTION OF THE PROPERTY. ANY APPROVED ALTERNATIVE TREE SPECIES MUST BE A SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH MINIMUM OF 8-9 FEET IN HEIGHT AT TIME OF PLANTING. THE APPLICANT SHALL CONTACT THE CURRENT PLANNING PROJECT MANAGER 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). FOLLOWING INSTALLATION OF THE TALLER TREES TO CONFIRM THEIR HEIGHT. OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 18. THE APPLICANT SHALL COMPLY WITH THE CONDITIONAL USE PERMIT GENERAL CONDITIONS (RMC 4-2-080.2) FOR VEHICLE SERVICE AND 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES REPAIR USES IN THE CA ZONE. ALL OPERATIONS SHALL BE CONDUCTED ENTIRELY WITHIN AN ENCLOSED STRUCTURE, WHICH INCLUDE NO 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. EXTERIOR DISPLAY OF TIRES, RIMS, WHEELS, AND OTHER VEHICLE RELATED MERCHANDISE OUTSIDE THE BUILDING. THE FOLLOWING ALSO 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE APPLIES: FOLLOWING A STORM EVENT. OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE A. VEHICLES SHALL ONLY BE HELD ON THE PROPERTY WHILE BEING SERVICED AND SHALL HAVE AN ACTIVE REPAIR OR SERVICE 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. INVOICE THAT SHALL BE MADE AVAILABLE TO THE CITY UPON THE CITY'S REQUEST. BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. B. VEHICLE STORAGE BEFORE OR AFTER SERVICE SHALL NOT BE ALLOWED. VEHICLES HELD ON THE SITE SHALL BE SUBJECT TO THE SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE SCREENING AND LANDSCAPING PROVISIONS IN RMC 4-4-120, STORAGE LOTS -OUTSIDE, UNLESS ENCLOSED WITHIN A BUILDING. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF C. VEHICLE HOLDING AREAS SHALL COUNT TOWARD THE MAXIMUM LOT COVERAGE STANDARD OF THE ZONE. AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING D. ANY OVERNIGHT VEHICLE PARKING ACCESSORY TO THIS USE SHALL NOT BE LOCATED IN THE FRONT SETBACK OR N A SIDE SETBACK PLASTIC COVERING. CONSTRUCTION. ALONG A STREET. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING 27. APPLY. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT OF THE SURFACE OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE #6 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUBMITTED TO THE CITY OF RENTON FOR REVIEW. WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). EPA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 11 11 ki I R. T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM oA ASA�� TO tll SURVEYED: SCALE: _ WRH A DESIGNED: AS SHOWN LRR 0 48855 4 DRAWN: �0� ��GISTEg�� ���v CMD ONE INCH AL Cy� CHECKED: AT FULL SWFF CALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS CITY OF RENTON STANDARD NOTES AND CONDITIONS OF APPROVAL 02/21/2019 FIELDBOOK: PAGE: CV-1 .1 SHEET: 2 OF: 18 U N 00 O O Cfl Q J 00 co O O T W z O I- 0 W LL z O I- z WM 1 1 R-394702 M I 0 LU I- x 0 0 0 a X w o: N J D m I 0 0 3 0 N Q O X U 0 a 0 EXISTING LEGEND WATER VALVE HYDRANT � WATER METER MANHOLES (SS/SD) Os O❑ CB ❑ POWER/UTILITY POLE -0- GUY ANCHOR C--- POWER TRANSFORMER ❑o POWER/TELEPHONE VAULT © QT POWER METER KfM TELEPHONE/TV RISER o GAS VALVE m JUNCTION BOX GAS METER STREET LIGHT LUMINAIRE ❑�❑ SPOT ELEVATION x SIGN n MAILBOX (MB) Cm ROCKERY CnCx:)0 CONIFEROUS TREE Vv DECIDUOUS TREE 0 CASED MONUMENT MAGNETIC NAIL W/ WASHER SET 5/8" IRON REBAR W/ CAP PLASTIC CAP STAMPED L.S. # o 33130 UNLESS OTHERWISE STATED. FOUND 3/4" IRON PIPE o CENTER LINES - - PROPERTY LINES - - RIGHT-OF-WAY LINES LOT LINES - - DITCH LINE ... FLOW LINE - ....... - - WATER LINE W SANITARY SEWER LINE SS STORM DRAIN LINE SD GAS LINE G UNDERGROUND POWER LINES UP UNDERGROUND TELEPHONE LINES UT UNDERGROUND CABLE TV LINES UN UNDERGROUND FIBER OPTIC LINES UFO OVERHEAD POWER LINES P OVERHEAD UTILITY LINES OHL CHAIN LINK FENCE-0-0-0-0-0- WIRE FENCE-X-X-X-X-X- WOOD FENCE APPROXIMATE EXISTING SLOPE W w a a Y 0. z 0 z w z D C z Q 0 Z a N 1505 Westlake Ave. N. Suite 305 z Seattle, WA 98109 I'mil T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM CB RIM=398.94 IE 12" CONC (N)=396.0 IE 12" CONC (E)=395.9 CB RIM=398.74 IE 12" CPEP (S)=393.9 50' IV CB TYPE 2 RIM=398.91 IE 24" CONC (N)=393.5 IE 24" CONC (S)=393.5 IE 24" CONC (E)=395.1 IE 12" CONC (W)=395.9 BTM=391.4 II I UT T1I cooII IW C: N 06 M In N 50' 45' III ro NE 1/4 OF S 321 T 23 N1 R 5 E I 0 Z SDMH RIM=400.78 TL 3223059175 TL 3223059334 ® IE 12" CMP (S)=395.8 AJF LLC GOUNDER PARAMASEVAN + CHRISTI I o W/ OVERFLOW TOP=399.1 17642 108TH AVE SE 176661 109TH AVE SE 15' 15' IE 48" CMP (N)= RENTON WA 98055 I RENTON WA 98055 n SDMH RIM=400.33 IE 12" CMP (N)=395.63 I IE 24" CMP (E)=395.4 IE 24" CMP (W)=395.4 FND 1 /2" REBAR &CAP i I TOP 12 SS PIPE=395.6 "DELTA LS 18103" SDMH RIM=401.56 AGREEMENT REC. NO. 5094081 I IE 24" CMP (W)=395.6 rW/OVERFLOW I NATURAL FLOW OF STORM DRAINAGE TOP=399.2 ASPHALT CURB ENCROACHES ASPHALT P I IE 36" CMP (SE)=395.6 S. OF PROP LINE / I /uP I IE 8" CMP (S)=396.8 30' TO�. f / ° N, NI BTM=392v , UP IE 12" CONC ° 0LV=406.6 CONC CURB IleP C1 PLANTED N 88°58' 10"W 288.35' a�'coN 16„p _0 -TL11R o� _ - - -. = - - _ �� I - - - _ 1 @., j �� �) � CONC CURB 1 12"CON o -��-g„p�'���7) 24 CON / I IO I " I 10' - - - - \ \ \ O ° 20"CON I I � F I I,� IDS I � ` D G 18" DIA. STEEL \\ \ I IE 18" CMP // �MBI 0 I I ' POLE FOR SIGN \ so \ I CULV=404.4 / y I \ BRUSH \\ I / \ I -i r I � \ \ \� 0 „ / GRASS I CB RIM=399.77 \ � i I2 CON O I v I IE 8" CMP (N)=397.8 �� 1 / I {��V;�� v °� s D / 0 g - I 014"DEC / I N I D I 4.01 ASPHALT -----or I o I N E- _ - - - - - I ASPHALT I i CB 99 RIM=400./ I $ / / I I I I I N I Ile 36" CMP (NW)=396.2 / / I I / 0) I / w I I ::E / IE 18" CMP (NE)=397.5 I / I / / n 10"CONY / o I I i BTM=394.9 I I CONC WA K / I :V I - N PLANTER / z / I It/ / \\ ' / 24"DEC C N I I \ -1- ------ / 1 °\ I.E.=401.7 II I W I m I WC DE C1� I- CONIC I / / I\ / (RECORD) I I I 24.3 / I Q I ,50.6' /o / / \ �0 1 "CON / I / I 1�„ \ // GRASS I v II zcz / i CO~W 0 / II ;a0O TL 3223059104 vII • 17808 108TH AVE SE / �0-14�CON\o � EXISTINGvo SKIPPERS SEAFOOD � F C13 RESTAURANT 00 ASPHALT ~ n 12„CON �Ogrn I T / / • �� 8.6' �/ ///0 14"CON / m - I cn� i' _ / , / O rvl m � J 10, / //�, 0 ( MBA ( / / I 10 REC. NO. 7506200772 u WATER MAINS ESMNT. ASPHALT DRIVE 16W01- "CO 12" ON - �12,��-- -T4"C15N-- l T2 0 �1 "L� (2)18"CEDARS l > _ _ _ o \ I 41.10' -� _� P -S_88°58'10"E 290.94' o- -- - G i\ I PLANTED 6 CHN ' --_ 12 CON `------- � PLANTED - CONC CURB CONC CURB / 1 ° f I I , I I I \ ` � TL 3223059054 I I > SSMH RIM=399.50 12' CONC DESIMONE TRUST WENDYS 17816 108TH AVE SE I 10 v _ \\ IE CL CHAN I I (N/S)=392.0 RENTON WA 98055 I I IN CB RIM=398.74 IE 24" CON (N)=394.0 I CB RIM=398.70 o IE 24" CON[(S)=394.0 IE 12" CMP (W)=393.0 I BTM=392.4 IE 24" CONC (N)=393.0 50' IE 24" CONC (S)=393.0 I IE 8" CMP (SE)=395.9 I BTM=389.4 Ij 45' I REVISION GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: 0 ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE SCALE: VERTI_ AS SHOWN HORIZONTAL-NAD 1983/1991 ' CITY OF RENTON ONE INCH DATUM ' AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 15' 15' I Know what's below. Call before you dig. SDMH RIM=409.50 IE 12" CONC (N)=406.7 IE 12" CONC (S)=406.7 IE 12" CONC (W)=406.7 IE 12" CONC (E)=407.5 CB RIM=410.01 IE 12" CONC (N)=407 IE 12" CONC (S)=407.b SMH RIM=411.22 CB RIM=410.63 IE 12" CONC (N)=408.9 IE 12" CONC (S)=408.9 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS EXISTING CONDITIONS PLAN U 00 O O i Cfl Q J 00 0 O Q0 LU z O I- 0 LU DATE: 02/21/2019 ILL FIELDBOOK: z PAGE: O DRAWING NO: CS-1 .0 z I W Cr SHEET: OF: 3 18 R-394703 NE1/4OFS321T23N, R 5 E DEMOLITION NOTES C'? 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT �O INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT LJJ REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY ~ PREPARED BY PACE ENGINEERS, INC., DATED 1 /16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. EROSION CONTROL NOTES 0 0 0 0 a W m I 3 0 a 0 U 0 a m 0 In LU 0. a Y a z 0 z LU z 0 (.9 Z to w z W 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30 OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. EPA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 11 11 ki I R. T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM SILT FENCE ��0, o I Im STABILIZED CONSTRUCTION U AJF LLC 17642 108TH AVE SE RENTON WA 98055 TL 3223059054 DESIMONE TRUST WEN[ 17816 108TH AVE SE RENTON WA 98055 RECORDING NO, GOUNDER PARAMASEVAN + CHRISTI 176661 109TH AVE SE RENTON WA 98055 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. DEMOLITION KEY NOTES LEGEND O1 COMPLETELY DEMOLISH EXISTING BUILDING AND ASSOCIATED APPURTENANCES, INCLUDING BASEMENTS IN ACCORDANCE WITH APPLICABLE CODES. DISCONNECT AND CAP EXISTING UTILITIES AT THEIR MAIN LINE. CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING BUILDING MATERIALS IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. O2 REMOVE EX STORM DRAIN DETENTION PIPE; IF IN GOOD CONDITION, RELOCATE TO LOCATION SHOWN ON SHEET C-2.0 O3 DEMOLISH EXISTING CONCRETE CURB (TYP). ® REMOVE EXISTING COMMUNICATIONS SERVICE O5 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. © DISCONNECT EXISTING ELECTRICAL SERVICES CAP AND PRESERVE FOR RECONNECTION O7 REMOVE EXISTING SIGN ® REMOVE AND SALVAGE EXISTING LIGHT STANDARD 90 REMOVE EXISTING TREE (TYP) 10 REMOVE EXISTING 6" CHAIN LINK FENCE 11 PROTECT EXISTING CHAIN LINK FENCE TO REMAIN 12 PROTECT EXISTING CATCH BASIN TO REMAIN 13 REMOVE DRIVE THROUGH SIGN AND POLES 14 REMOVE EX UNDERGROUND ELECTRICAL 15 DISCONNECT EXISTING WATER SERVICE CAP AND PRESERVE FOR RECONNECTION 16 DISCONNECT EXISTING GAS SERVICE CAP AND PRESERVE FOR RECONNECTION 17 REMOVE EXISTING CATCH BASIN 18 REMOVE EXISTING STORM DRAIN PIPE 19 PROTECT EX TREE. INSTALL CHAINLINK FENCE PER RMC 4-4-130H.9 20 REMOVE EX SIDEWALK 21 PROTECT EXISTING STREET LIGHT POLE DURING CONSTRUCTION. ADJUST POLE FOUNDATION AND J BOX TO NEW GRADE. INSTALL A NEW J BOX IF NOT EXISTING. 22 TREE PROTECTION FENCING PER REMC 4-4-130H.9. SEE SHEET CV-1.1 FOR STANDARD TREE PROTECTION NOTES 23 PROTECT EX SANITARY SEWER MANHOLE 24 RELOCATE EX COMMUNICATIONS PEDESTAL. COORDINATE W/ UTILITY PROVIDER. SEE SHEET C-3.0 FOR PROPOSED LOCATION 25 RELOCATE EX POWER POLE. COORDINATE W/ UTILITY PROVIDER. SEE SHEET C-3.0 FOR PROPOSED LOCATION o A AS SURVEYED: SCALE: _ WRH A DESIGNED: AS SHOWN LRR 0 48855 4 DRAWN: POD ��GISTER�� ���v CMD ONE INCH <SIONAL CHECKED �FF AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R I APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE BUILDING FOUNDATION REMOVE WOODEN DECK 2 STABILIZED CONSTRUCTION ENTRANCE D-2.0 1 SILT FENCE D-2.0 ORANGE CONSTRUCTION FENCE CHAINLINK FENCE 3 CATCH BASIN FILTER D-2.0 REMOVE EX TREE EX. CONTOUR Know what's below. Cal before you dig. X IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS DEMOLITION AND ESC PLAN U ONO O O Q J CV co O O O T r1 LU Z O 0 LU DATE: ILL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: D-1 .0 Z I SHEET: OF: W 4 18 Cr R-394704 NE1/4OFS327T23N,R5E co 1 O W I— JOINTS IN FILTER FAUNGSHtAL1 BE LICED AT POSTS USE STAPLES, WIRE RINGS, OR F0111VAI FNT TO ATTA€:H FAFRIT' TO PnrTfi 2'z2' BY 14 (La WIRE OR i-0LIIVALENT- IF STANDARD STRENGTH FABRIC LISED FILT$R FApRIC — in- 1 1--r — FTPP7 � Y I- a I I 11— % F MAX I'.U[vM1 UM d'kd" TFIENCti BACKFILL TRENCH V01TH POST SpAC1NG MAY 6E INCREASFd NAIVE SOIL T4 8` IF 4H RE BACi4 NC, IS USED '2'x4' 4WOOi5 Pp$TS, 3TEEa, fLNCF POSTS- REBAR, OR EQUIVALENT NOTES 1. CONOMN OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCEWRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATEID FLOW MOST 13E CONVEYED THROUGH THE ❑RAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPFCIFICATIONS 2.1. THE GEOTEXTILE USED MDS I M--T THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKJNG TO INCREASETHE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REOLAR=O FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONSFR FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:IV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BGTTOM 8 INCHES OF THE SILT FENCE IS Wr-LL SURIEC AND SECURE IN A TRENCH THAT STABILIZES THE VEMC rz AMC ❑DES NOT ALLOW WATEk TO BYPASS OR UNDERMINE THE SILT FENCE 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATFIl FLOES .ARE FVIOENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPT'F❑ AND CONVEYED TO A SEOIME"T TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEIR CAUSING CHANNEL17ATION OF FLOWS PARALLEL TO THE FENCE. IFTHIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEQIMFNT. 3.4. SEDIMENT IMCSr BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTE TILE) HAS DETERICRATEC DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. .- --.. f PUBLIC WORDS SILT FENCE sin. PLM - 214.00 DEPARTMENT MARCH 2008 SILT FENCE INSTALL 0 IS A ROAD PER CITY RIVEWAYS SHALL BE PAVED TO THE EDGE F R-i -W PRIOR TO MSTALLAT14Pa (IF SIDE QNSTRUCTIQN EWRANCE TD AVOID AMAGING OF THE ROADWAY r 1$ RECOMMENCED THAT THE NTRANCE BE CROWNED SO THAT LINUFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF NOTES INGRES.S�EGRESS AREA 1. CON01170N OF USE 1.1. CONSTRUCTION ENTRANCE SHALL RE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON F~AVED ROADS OR OTHER PAVED AREAS WITHIN 1,C00 FEET OP THE SITE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTrFUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAN WILL BOT BE USED FOR PER#vMENT ROADS. HOO FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKE❑ ONTO) PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. PENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTE❑ ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND FEE❑UCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IFTHE PAD 15 NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS_ 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE rr NTRANCE, 0R THE INSTALLATION OF THE WHEEL WASH. W WASHING IS USED. IT SHALL HE DONE ON AN AREA COHERED WITH CRUSHED ROCK, AND WASHED WATER $HAIL. DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMME❑IATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SMALL BE REMOVED 0R STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST SE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY_ 3.5. IF VEHICLES ARE ENTERING OR E YJnNG THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL 8E INSTALLED TO CONTROL TRAFFIC- M. P) - 216.10 l�M1 PUBLIC WORDS STABILIZED '` DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 STABILIZED CONSTRUCTION ENTRANCE NTS \l, L � NTS W O N O 0 w G- o: W DN' F J_ 0] I N O 3 N N 0 Q O 0: cr W 0- 0. 0- z 9 ZD SURVEYED: O Q / WRH , DESIGNED: LR R DRAWN. Ili 1505 Westlake Ave. N. T (206) 522-9510 CMD Suite 305 F (206) 522-8344 CHECKED: WFF w Seattle, WA 98109 www.PAcLAND.COM NO. REVISION BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M DRAINAGE GRATE TRIM �a r CRATE FRAME SEDIMENT AND DEBRIS OVERFLOW BYPASS F r 7 BELOW INLET GRATE DEVICE r FILTERED WATER d A P a � SECTION VIEW ❑ RAINAGE CRATE - f2i CTANGULAI� GRATE- SHOWN RETRIEVAL SYSTEM (TYP.) CY BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYR.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (B IGD) for the storm water structure It wll servirn. 2. The 51C0 shall have a butt -In hlgi,flc" n4la#3yslem (overflow bypass). 3. The retrieval system rrlust allow ramnval of the BIG %Mthoul spilling the collected material. 4. Perform maintenance In accordance witli Standard Spadflcallon PUBLIC WORDS CATCH BASIN FILTER SM. PLAN - 2143.30 DEPARTMENT MARCH 2008 CATCH BASIN FILTER ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE VORCITY OF 14WIV RENTON Planning/Building/Public Works Dept. NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS EROSION CONTROL DETAILS co O T O T All N 00 rN- O I J co co O O O T W z O U) W DATE: LL 02/21/2019 FIELDBOOK: z PAGE. O DRAWING NO: D-2.0 z ' SHEET: OF: W 5 18 Er R-394705 NE 1/4 OF S 321 T 23 N1 R 5 E co I W O 0 0 a J CO I 3 0 N Q O 0: U 0 Z Q 2 0 In LU a a Y a Z 0 Z LU i z 0 Z N W Z W SURVEY NOTES HORIZONTAL DATUM: NAD 83/91 WASHINGTON STATE NORTH ZONE - BASED ON FIELD TIES TO CITY OF RENTON MONUMENTS 1866 (SUPERSEDED BY KING CO. CNTRL NO. 3810) AND 1868 VERTICAL DATUM: NAVD 88 CITY OF RENTON MONUMENT 1866 (SUPERSEDED BY KING COUNTY CONTROL TRAVERSE POINT #3810) ELEV=401.04' SITE AREA: 38,232 SQ FT f 0.878 ACRES f ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN MAY, 2016, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: 811 D � cc 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Imo,, I ,J T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM SE CARR RD 30 29 FOUND MON IN CASE KING CO. CNTRL 32 N0. 3810 W/BRASS DISK W/ "X" I (DN-0.6') HELD AS N 1/4 CORNER (MONUMENT SUPERSEDES CITY OF RENTON CP 1866) 1 cV r- 06 r- �I LO N SE PETROVISKY RD CURB ENCROACHES 4.36S OF 30'ROP TO EIN E. 43.64' 1 14.46' -- -- -- o N88°58'10"W 288.3 ' 0 14.52' I I 00 o CSJ I 10, ►� I I I I� 0 20.00' 00 61.00' 63.00' 6.00' I I t o o o o CDI 6.00 of bo o 16.50'I 1 cy; o W 18.38' co nl I II W O 4 011 8.00� ' T- I 48.00' NEW PROPERTY LINE II II �' 31,132 ir¢stone 0 5.00' o 9 COO Gul]pdC 4C RUT@ CL ° o - 8,2613E FFE 401.00 Know what's below. Call before you dig. FND 1 /2" REBAR & CAP I . AGREEMENT REC. NO. 5094081 "DELTA LS 18103" NATURAL FLOW OF STORM DRAINAGE — o ---IV77777771M 0 - -0-D-0 X - O � o I 25.97' I I o s O I NI x WI I o I N 56.00' • 11.50'- �j 15.00' C O W O I co 18.00' + 25.39' r o-o-CD—o-o o INS 0 1 u 0 72 X WATER l IL 18.78' x �6.90'—T-- -- -- -- -- -- -- 68.69,-- -- 0 0 0 co co FOUND MON IN CASE �, S 1/1 6TH COR. W/ LEAD & TACK 624202" \ 295�4 (Mo1 \ le) V I � W 1 /4 CORNER (CITY OF RENTON CP 1868) AY 0Y WASH ���� ��'F�oy WAS 0 D: SURVEYE CD WRH DESIGNED: LRR d 37679 0 48855 4 DRAWN: �o ��GISTER�4 �o� ��GISTZ, ���v CMD IONAL E� �SSIONAL von CHECKED: WFF NO. REVISION BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS HORIZONTAL CONTROL PLAN U N 00 O O Cfl T Q ONO co O Q0 T W z O I— Cn W DATE: LL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: C-1 .0 z SHEET: OF: W 6 18 Cr R-394706 NE1/4OFS321T23N, R 5 E It SITE NOTES C'? 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. �O 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1 /16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS LJJ PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY ~ THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 9. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 11. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 12. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. 13. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 15. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL, AS WELL AS THE SIGN BASE. 16. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. 17. REFER TO HORIZONTAL CONTROL PLAN FOR SITE DIMENSIONS. SITE DATA ZONING DATA PARCEL ZONING: CA - COMMERCIAL ARTERIAL SETBACKS: MINIMUM FRONT YARD 15' MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' BUILDING DATA MAXIMUM SIDE YARD ALONG STREET 20' FIRESTONE AREA: 8,261 SF MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RESI. 15' PARKING DATA LANDSCAPE DATA REQUIRED PARKING LANDSCAPING REQUIREMENTS: REQUIRED RATIO: 2.5/1000 SF BUILDING AREA STREET FRONTAGE 10' REQUIRED STALLS: 21 SPACES SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' PROVIDED PARKING MINIMUM INTERIOR LANDSCAPE AREA PER W STANDARD STALLS: 23 PARKING SPACE 15 SF ACCESSIBLE STALLS: 1 MINIMUM INTERIOR LANDSCAPE AREA 360 SF TOTAL STALLS: 24 ca *25% INCREASE IN MAXIMUM PARKING ALLOWED PER RMC PARKING LOT LANDSCAPING 771 SF 3 4-4-080.10.c PERIMETER LANDSCAPING 9,047 SF *AREAS BASED ON PARCEL AFTER R/W DEDICATION STALL DIMENSIONS STANDARD STALL: 9'X20' *WHERE ADJACENT TO LANDSCAPING PARKING STALLS UTILIZE A '2' OVERHANG AS PART OF THE TOTAL LENGTH PER RMC 4-4-080.8.e / 5" • \\ • • N 1505 Westlake Ave. N. T (206) 522-9510 w Suite 305 F (206) 522-8344 �SSIONAL E��l W Seattle, WA 98109 WWW.PAcLAND.COM �I LO CV V) Q H 0 i ❑ ° F J C q S M N - ..I-. Q - - `- - -- -... .W.. W- ..: . `.. .. . AVAN ::.. ...k....: o e.{.. ♦ F ♦ - -WI R d $ d A y . - S • - ♦IW W - - - L ..'. I- H d 8 G NIO dO! a JNIJI M ON d - d v d T•d d WIW-. Xj- �I - V H X firestone Y I P ekes ,> C�0[�t]pdC4C LaM40 C�LaG3C' a s° W. WW W. 8,261 SIP . L d O e O `C ` X FIFE 401.00- A - �- W a 8' ry _5..3; .W --�•� CLEAR SPACE 41.10 •SM-8-'TO• vE' .`2 FOR PEDESTRIANSWW .-W.W. ` `.. .- �- .-- •.-.- CONSTRUCTION KEY NOTES 5 OA CEMENT CONCRETE TRAFFIC CURB c-8.o © TRASH ENCLOSURE, SEE ARCH PLANS 2,3 © ADA STALL W/ SIGN. SLOPE IN ADA STALLS AND LANDING C-8.1 AREAS SHALL BE NOT MORE THAN 2% IN ANY DIRECTION. OD STOP BAR OE NO PARKING -LOADING ZONE 1 OF STANDARD DUTY ASPHALT c-8.o 3 © STANDARD CONCRETE PAVEMENT c-8.o 2 OH CEMENT CONCRETE SIDEWALK (ON -SITE) c-8.o OI ASPHALT SIDEWALK TRANSITION OJ FIRESTONE SIGN, MONUMENT BASE AND POWER BY CONTRACTOR, SIGN PROVIDED BY BSRO SIGN VENDOR 5 OK CEMENT CONCRETE TRAFFIC CURB AND GUTTER C-8.0 1 c-8.1 © CEMENT CONCRETE VALLEY GUTTER 1 OM c-8.2 STOP SIGN 1 ON RIGHT -TURN ONLY SIGN c-8.2 0 RETAINING WALL (MESA BLOCK WALL OR EQUIVALENT), < 4'-HIGH, INSTALL 48"-HIGH FALL PROTECTION FENCE WHERE WALL HEIGHT IS GREATER THAN 30", SEE SHEET C-2.0 FOR WALL HEIGHTS 4 © BIKE RACK (2 SPACES) c-8.1 ® CROSS -ACCESS CONNECTION 6 ® CEMENT CONCRETE DRIVEWAY - TYPE C213 c-8.o OS 6'-HIGH CHAIN LINK FENCE PER RMC 4-4-070.H.3, BLACK VINYL COATED OT PERPENDICULAR CURB RAMP WITH 2' DETECTABLE WARNING SURFACE OU DIAGONAL STRIPING @ 45°, 2' ON CENTER 5 OV CEMENT CONCRETE SIDEWALK (OFF -SITE) c-8.1 2 OW BENCH C-8.1 3 c-8.1 OX PLANTER A A RA��I SURVEYED: WRH DESIGNED: LRR 48855 DRAWN: o ��GISTEg��4 CMD ��SSIONAL E�� CHECKED: WFF NO. REVISION BY DATE APPR APPROVED: OY STAIR, 7" RISE, 12" RUN ENGINEER'S RECORD SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND 1 STANDARD DUTY ASPHALT C-8.o 3STANDARD DUTY CONCRETE PAVEMENT C-8.o 2 CONCRETE SIDEWALK PAVEMENT C-8.o 6 DRIVEWAY CONCRETE PAVEMENT 0 LANDSCAPED AREA CONCRETE CURB PROPERTY LINE RETAINING WALL FENCE SIGN DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. 15' Know what's below. Call before you dig. O� m x AL LIGHT POLE -0 NUMBER OF PARKING STALLS PER ROW XX DIRECTIONAL PAVEMENT MARKINGS ~ IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS SITE PLAN U N 0000 0 O Cfl T Q J 0000 co O T r2 W z O W W DATE: LL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: I-- C-1 .1 z I SHEET: OF: W 7 18 Ir R-394707 GRADING NOTES NE1/4OFS321T23N, R 5 E M 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT co REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1 /16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY I THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT LJJ ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT ~ HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. STORM DRAINAGE NOTES 0 I I0 A I CONNECT TO EX CB 4 IE 12" S=395.50 ADJUST RIM AS NEEDED 4E CB 2 RIM=398.91 I IE 24" CONC (N)=393.5 IE 24" CONC (S)=393.5 IE 24" CONC (E)=395.1 IE 12" CONC (W)=395.9 399.76 BTM=391.4 ` MATCH EX 399.59± �SD- 1 ;. I PROVIDE 5' SEPARATION BETWEEN MODULAR 4 WETLAND AND STREET LIGHT n n n 0 TC 399.44 W W TP 398.94 TC 39918 N C6 M N SDMH RIM=400.78 IE 12" CMP (S)=395.8 W/ OVERFLOW TOP=399.1 IE 48" CMP (N)= SDMH RIM=400.33 IE 12" CMP (N)=395.63 IE 24" CMP (E)=395.4 IE 24" CMP (W)=395.4 TOP 12" SS PIPE=395.6 SDMH RIM=401.56 _ SDMH 24" CMP (W)=395.6 TOP=399.2 IE 36" CMP (SE)=395.6 IE 8" CMP (S)=396.8 BTM=392V 400.73 �.- 3 7:ME12"--395.60,'_L 12395.60 J 398 9�I " CMP (N)IL TP 39.95 537 �O- I o TP 398.90 y TIC 399.39 TP 398TP 89 W I '00 I o, 1 I 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. MATCH E) 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. I SD 41.10' I 4. ALL ON -SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S I ROUGHNESS COEFFICIENT N=0.012 OR LESS. i l 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). \� 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. CB RIM=398.74 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. IE 24" CON (S)=394.0 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND 8TM=392.4 COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. STRUCTURE TABLE # TYPE RIM IE IN IE OUT 1 0 FLOW CONTROL MH 400.63 -469.49- 395.89 335.68- 395.89 34 8- O NOT USED - - - O MODULAR WETLAND 400.80 396.95 395.62 4 0 TYPE 1 CB 400.08 399�8 397.15 35�fr 397.04 396 fr O TYPE 1 CB 399.77 397.05 397.05 e 0 TYPE 1 CB 399.95 399�� 397.00 396.99 3- 3- 7 0 CB 1 TYPE 400.43 -408.48 398.38 -1398r.-90- 398.18 _3H.-90- O TYPE 1 CB 400.480 _ 398.37 398.1 O TYPE 2 CB (54")* 403.07 397.61 396.11 10 TYPE 1L CB* 409.10 406.60 404.21 NOTE: ASTERISK DENOTES SOLID LID (PER DETAIL 2/C-6.2 FOR CATCH BASINS); ALL OTHER STRUCTURES SHALL HAVE OPEN GRATES PER DETAIL 3/C-6.2 U) W 0. a Y a z 0 z LU ZO o 3 � N 1505 Westlake Ave. N. T (206) 522-9510 Lj Suite 305 F (206) 522-8344 W Seattle, WA 98109 WWW.PAcLAND.COM PIPE TABLE # DIA (IN) L (FT) SLOPE (FT/FT) MATERIAL ❑i 12 9 0.010 HDPE 12 18 0.006 HDPE 12 4 0.005 HDPE 12 2 0.005 HDPE 12 18 0.005 DIP 6 12 15 0.005 DIP 12 174 0.005 DIP 12 35 0.005 DIP 99 36 102 0.005 CMP 10 18 165 0.040 HDPE TL 3223059175 TL 3223059334 AJF LLC GOUNDER PARAMASEVAN + CHRIST] 17642 108TH AVE SE I 176661 109TH AVE SE 15' RENTON WA 98055 RENTON WA 98055 , RELOCATED STORMWATER FND 1/2" REBAR & CAP / DETENTION PIPE \. AGREEMENT REC. NO. 5094081 "DELTA LS 18103" I / NATURAL FLOW OF STORM DRAINAGE i Know what's b@IOW. H�rnHLl 15' STORM DRAINAGE EASEMENT ASPHALT < P P C1II before you dig. RECORDING N0.----------� o M / 10 I / \ UP „ CO coNc cuR� 9 405.45 / 405.40 p o 10 \ 1��=406 C I I p 402.38 - - '� 3 � � 0 405 406 ! - o ��p] _ ��408- ST - - - I 40410 I CONNECT TO EX MBI I ' 402.38 D , >8 402 403 \ 402.46 _0 403.85 l 1 = II \ > I D FB kk��402 \� I I UA r N 5 / 6 L IE 6"=396.60 399.64 400 40- , L400. ov N N I �c� A O � �/ I `v > j 3 - VALLEY so :. ° ° ° ° s 7 j 399.63 402.77 400.46 400.56 ' s. 400.86 400.67 ° 7 O� 402.41 _ a 400.81 s. i - �_ $ ° a ° - ° s ° >� a ° ° 402.88 =401.7 oa'I cn L 400_95 - - 401.00 (RECORD) Ln 24. - --- 401.00 ° =RIDGE \ � ... 400.94 i I FOOTING DRAIN CONNECTION 10 I I o 1 ° ° goo I w 1" I� a o o W ``�;.' °' ate" °.°- C'i O I D 400. 5 / / TW 408.50 TIN 405.50 �410 I / Q es one k{ a 1: g s ° BW 405.00 BW 404.00 399.55 / 9 C�O[�t]pdC4C LaM40 C�LaG3C �4o2.2s 400.90 s -403.01 TW 409.10 / F"' 399.53 8,2613E ° ° I / p� Y.FFE a _ TW 403.00 BW 405.60L,1�I / O TS 400.16 400.90 401.00 J ° BW 403.00 BS 399.58 , . ' / / > ` 401.01 a s 401.45 0 0 0 N 400.81 401.18 401.00 TS 400.75' I65 j 401.01 02.29 Ln 0� I o N I BS 40OA . -P � / _ 400.94 0 col 1 - 401.00'__ 772 / /� - 400.83 ° 40� i �401.78 �� x VIB L �I ' - o o MAINTAIN TREE PROTECTION PER 1 00 399.57: WATE - , - 5 402 �r R" .EDARS _ .15 401 ' - WITHIN TREE PROTECTION AREA - - SHEET D-1.0; NO GRADING IE=398 402 403 290 94Al '_ F. - o I / 4' TEMPORARY GRADING EASEMENT SSMH RIM=399-50 RECORDING NO. 20171117000901 GRAPHIC SCALE IE CL CHAN 12 CONC 20 0 10 20 40 80 (N/S)=392.0 CB RIM=398.70 IE 12" CMP (W)=393.0 ( IN FEET ) IE 24" CONC (N)=393.0 1 inch = 20 ft. IE 24" CONC (S)=393.0 IE 8" CMP (SE)=395.9 BTM=389.4 LEGEND FLOW CONTROL CB TABLE DESCRIPTION VAULT 1 RIM ELEVATION -49- 400.63 INLET ELEVATION 395.60- 395.89 OUTLET ELEVATION 395.60- 395.89 ORIFICE #1 ELEVATION 393.60- 393.55 ORIFICE #1 DIAMETER 0.6 IN ORIFICE #2 ELEVATION 397.40- 397.28 ORIFICE #2 DIAMETER 1.2 IN RISER ELEVATION 398.18- 398.05 OUTLET PIPE DIAMETER 12 IN NOTE: SEE 3/C-6.3 FOR FLOW CONTROL CB DETAIL REFER TO SHEET CV-11 FOR CITY OF RENTON STANDARD SURFACE WATER NOTES REVISION L 4ol!79 7 002.00 L=�j L , Ewmmmftm�. Am DETENTION VAULT TABLE DESCRIPTION VAULT 1 BOTTOM EL 395.60 MAX WS EL 398.10 TOP EL (INSIDE) 398.60 # OF UNITS 38 STORAGE VOL. REQ. 9,750 CF TOTAL VOLUME 11,970 CF STORAGE VOLUME 9,975 CF EX. CONTOUR PROPOSED CONTOUR XXX SPOT ELEVATION xxx.x� (TP UNLESS OTHERWISE NOTED) 2 C-6.3 STORM DRAIN PIPE �_ST� 2 ROOF DRAIN LEADER C-6.3 (6" PVC, 1 % SLOPE ---- UNLESS OTHERWISE NOTED) 1 MODULAR OPEN -BOTTOM C-6.0 DETENTION UNIT (3' DEPTH) 1 C-6.0 MODULAR OPEN -BOTTOM DETENTION UNIT (3' DEPTH WITH - 24"-DIAMETER INSPECTION PORT) 1 MODULAR DETENTION UNIT (7' 2 STORMFILTER WATER C-6.0QUALITY MODULAR WETLAND 1/4 TYPE 1 1L CATCH BASIN C-6.1 / • 2 TYPE 2 CATCH BASIN C-6.1 2 CLEANOUT TO GRADE (CO) C-5.o RETAINING WALL (WALLS WHICH EXCEED 4' REQUIRE A SEPARATE BUILDING PERMIT) GRADING RIDGE R+BOE GRADING VALLEY V* EY DETENTION VAULT NOTES: C-6.0 DEPTH WITH MAINTENANCE HOLE 1. TOTAL VOLUME PER UNIT=315.0 CF AND LADDER) 2. STORAGE VOLUME PER UNIT=262.5 CF EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR ENGINEER'S RECORD SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, AND ARE NOT TO BE USED FOR BIDDING PURPOSES. DRAWING CERTIFICATION CUT: 2,910 CY FILL: 100 CY SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S NET: 2,810 CY (CUT) RECORD DRAWING CERTIFICATION NOTE SURVEYED: SCALE: _ WRH A HORIZONTAL- NAD 1983/1991 CITY 0 F DESIGNED: AS SHOWN + DRAWN: LRR RENTON CMD ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WFF IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY U X H H CO CB RIM=410.01 IE 12" CONC (� Q IE 12" CONC (� J IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS GRADING AND DRAINAGE PLAN 00 co O W Z O I- W W DATE: ILL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: C-2.0 IZ SHEET: OF: W 8 18 IIr R-394708 GENERAL UTILITY NOTES SANITARY SEWER STRUCTURES NE1/4OFS32,T23N, R 5 E d� co 0 W 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. GAS, ELECTRICAL, AND COMMUNICATIONS UTILITIES SHOWN FOR COORDINATION ONLY. INSTALLATION TO BE ACCOMPLISHED BY UTILITY PROVIDER. WATER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 11. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. SOOS CREEK WATER AND SEWER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT M STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. f 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT m OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10, THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED � AT LEAST 48 HOURS IN ADVANCE. 0 11. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 14. EXISTING MANHOLES SHALL BE CORE -DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FROM THE NEW SEWER. w a `1 a z Z 0 z w z C z D Q O C9 Z N 1505 Westlake Ave. N. C0 Suite 305 z Seattle, WA 98109 Imo,, I ,J T (206)522-9510 F (206)522-8344 WWW.PAcLAND.COM 061 n SSMH n SSCO "�' n SSCO 5 n SSCOn v� `�� SSCO IM=399.46 RIM=400.74 RRIM=400.62 RIM=400.83 RIM=401.15 IE 6" (E)=391.98 IE 6"=395.56 IE 6"=395.20 IE 6"=392.42 IE 6"=394.32 E 6" IE (W =391. 8 02 SSCO 04 SSCO Os SSCO o8 SSCO 10 SSDR RIM=400.83 RIM=400.98 IM=400.98 RIM=400.91 RIM=401.02 IE 6"=392.30 IE 6"=396.36 IE 6"=396.50 IE 6"=393.42 IE 6"=397.12 c v UT C_ 0 23LF 6" SS @ 2. o� U 07 uu� I1F=7F=7F=__ 10OLF 6" SS @ 1.0% 0 -• 0 wa 90LF 6" SS © 1.0% Kel D__ UP _Up� -ST ST I ST ST ' I- "•' l�T aNd!JNCIV01 - J )IWVj ON 02 H 08 IW 56LF 6" SS @ 5. 0 X one UP P ° o " + H O6 8,261 SF I FFE 401.00 *12 ON 3 13LF 6" SS F S 14~CON © 10.0% C _) j D 10 . G X (2)18"CI yy G G G G G G G G �- r GRAPHIC SCALE 6" FIRE LINE SERVICE 1" DOMESTIC 20 0 10 20 40 80 II I I I I WATER SERVICE CONSTRUCTION KEY NOTES 1 i IN FEET ) nch = 20 ft. OA EXISTING WATER SERVICE AND METER TO BE 2 OH INSTALL SANITARY SEWER CLEANOUT. ©FIRE DEPARTMENT CONNECTION RETAINED. CONTRACTOR TO HAVE FLOW TEST PERFORMED PRIOR TO CONSTRUCTION TO ODD- COMM PEDESTAL VERIFY ADEQUATE FLOW AND PRESSURE ,CONNECT TO EXISTING TELECOM ®EXISTING IRRIGATION DOUBLE CHECK VALVE TO SERVICE. CONTRACTOR TO COORDINATE WITH BE RETAINED. ABANDON LINE PAST THIS VALVE. © CONNECT TO EXISTING WATER SERVICE, SERVICE PROVIDER FOR NEW CONNECTION. 2 COORDINATE W/SCWSD. CUT, CAP, AND REMOVE C-7.o ®FIRE HYDRANT WATER LINE PAST POINT OF CONNECTION. O LANDSCAPE IRRIGATION POINT OF CONNECTION. C SEE IRRIGATION PLANS FOR CONTINUATION. OS ROOF TO BE INSTALLED ABOVE DUMPSTER, SEE DOMESTIC WATER SERVICE POINT OF O BUILDING PLANS CONNECTION SEE MEP PLANS FOR 3 � 1,000-GALLON OIL/WATER SEPARATOR C 5.1 T CUT AND CAP EXISTING SEWER. CONTINUATION. L SANITARY SEWER POINT OF CONNECTION SEE 0 3 D AREA DRAIN, NYLOPLAST INLINE DRAIN OR C-5.o MEP PLANS FOR COORDINATION. ' Q��TSANITARY TARY SEWER MANHOLE, CONNECT TO EEQUIVALENT. SEWER STUB, CONTRACTOR TO RELOGATED POWER POLE, CONNECT OE CONNECT FIRE LINE TO EXISTING WATER MAIN. TO EXISTING ELECTRICAL. CONTRACTOR TO VERIFY EX LOCATION AND ELEVATION OF FIRE SERVICE POINT OF CONNECTION. SEE COORDINATE WITH SERVICE PROVIDER FOR NEW C 1 OV INSTALL DOUBLE CHECK DETECTOR ASSEMBLY MEP/FIRE PROTECTION PLANS FOR CONNECTION. CONTINUATION. ON INSTALL RPBA WITH HOT BOX. DIMENSIONS: 26" � TRASH ENCLOSURE DRAINAGE PIPE, NOT TO © CONNECT TO EXISTING GAS SERVICE LINE. X 10" X 22" RECEIVE SANITARY WASTE OR SOLIDS CONTRACTOR TO COORDINATE WITH PUGET @ NEW TRANSFORMER OX POST INDICATOR VALVE SOUND ENERGY FOR CONNECTION AND INSTALLATION OF CONDUIT AND METER. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. ENGINEER'S RECORD 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND DRAWING CERTIFICATION GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. RECORD DRAWING CERTIFICATION NOTE SURVEYM SCAM WRH VERTICAL NAVD 1988 DESIGNED: AS SHOWN HORIZONTAL° NAD 1983/1991 CITY OF LRR RENTON DRAWN; CMD ONE INCH DATUM • CHECKED�FF AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE AP P R APPROVED SCALE ACCORDINGLY PPI 1 • @ 11'. ►I�©lam. V ICD W Q 0 fV v LEGEND 1,2 WATER LINE w c-7.2 WATER METER ■ FIRE HYDRANT GATE VALVE FDC $ 1 THRUST BLOCK • C-7.0 DOUBLE CHECK VALVE RPBA WATER CROSSING 1,2 SIDE SANITARY SEWER C-5.1 SS MANHOLE • SS CLEANOUT TELEPHONE T T POWER (UNDERGROUND) UGP POWER (OVERHEAD) OHP GAS LINE G OIL/WATER SEPARATOR ®® IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z O C/) w DATE: LL RENTON FIRESTONE 03/21/2019 17808 108TH AVE SE FIELDBOOK: z PAGE. O RECORD DRAWINGS DRAWING NO: UTILITY PLAN C-3.0 z SHEET: OF. LU 9 18 Cr R-394709 10OLF 6" SS @ 1.0% 0 -• 0 wa 90LF 6" SS © 1.0% Kel D__ UP _Up� -ST ST I ST ST ' I- "•' l�T aNd!JNCIV01 - J )IWVj ON 02 H 08 IW 56LF 6" SS @ 5. 0 X one UP P ° o " + H O6 8,261 SF I FFE 401.00 *12 ON 3 13LF 6" SS F S 14~CON © 10.0% C _) j D 10 . G X (2)18"CI yy G G G G G G G G �- r GRAPHIC SCALE 6" FIRE LINE SERVICE 1" DOMESTIC 20 0 10 20 40 80 II I I I I WATER SERVICE CONSTRUCTION KEY NOTES 1 i IN FEET ) nch = 20 ft. OA EXISTING WATER SERVICE AND METER TO BE 2 OH INSTALL SANITARY SEWER CLEANOUT. ©FIRE DEPARTMENT CONNECTION RETAINED. CONTRACTOR TO HAVE FLOW TEST PERFORMED PRIOR TO CONSTRUCTION TO ODD- COMM PEDESTAL VERIFY ADEQUATE FLOW AND PRESSURE ,CONNECT TO EXISTING TELECOM ®EXISTING IRRIGATION DOUBLE CHECK VALVE TO SERVICE. CONTRACTOR TO COORDINATE WITH BE RETAINED. ABANDON LINE PAST THIS VALVE. © CONNECT TO EXISTING WATER SERVICE, SERVICE PROVIDER FOR NEW CONNECTION. 2 COORDINATE W/SCWSD. CUT, CAP, AND REMOVE C-7.o ®FIRE HYDRANT WATER LINE PAST POINT OF CONNECTION. O LANDSCAPE IRRIGATION POINT OF CONNECTION. C SEE IRRIGATION PLANS FOR CONTINUATION. OS ROOF TO BE INSTALLED ABOVE DUMPSTER, SEE DOMESTIC WATER SERVICE POINT OF O BUILDING PLANS CONNECTION SEE MEP PLANS FOR 3 � 1,000-GALLON OIL/WATER SEPARATOR C 5.1 T CUT AND CAP EXISTING SEWER. CONTINUATION. L SANITARY SEWER POINT OF CONNECTION SEE 0 3 D AREA DRAIN, NYLOPLAST INLINE DRAIN OR C-5.o MEP PLANS FOR COORDINATION. ' Q��TSANITARY TARY SEWER MANHOLE, CONNECT TO EEQUIVALENT. SEWER STUB, CONTRACTOR TO RELOGATED POWER POLE, CONNECT OE CONNECT FIRE LINE TO EXISTING WATER MAIN. TO EXISTING ELECTRICAL. CONTRACTOR TO VERIFY EX LOCATION AND ELEVATION OF FIRE SERVICE POINT OF CONNECTION. SEE COORDINATE WITH SERVICE PROVIDER FOR NEW C 1 OV INSTALL DOUBLE CHECK DETECTOR ASSEMBLY MEP/FIRE PROTECTION PLANS FOR CONNECTION. CONTINUATION. ON INSTALL RPBA WITH HOT BOX. DIMENSIONS: 26" � TRASH ENCLOSURE DRAINAGE PIPE, NOT TO © CONNECT TO EXISTING GAS SERVICE LINE. X 10" X 22" RECEIVE SANITARY WASTE OR SOLIDS CONTRACTOR TO COORDINATE WITH PUGET @ NEW TRANSFORMER OX POST INDICATOR VALVE SOUND ENERGY FOR CONNECTION AND INSTALLATION OF CONDUIT AND METER. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. ENGINEER'S RECORD 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND DRAWING CERTIFICATION GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. RECORD DRAWING CERTIFICATION NOTE SURVEYM SCAM WRH VERTICAL NAVD 1988 DESIGNED: AS SHOWN HORIZONTAL° NAD 1983/1991 CITY OF LRR RENTON DRAWN; CMD ONE INCH DATUM • CHECKED�FF AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE AP P R APPROVED SCALE ACCORDINGLY PPI 1 • @ 11'. ►I�©lam. V ICD W Q 0 fV v LEGEND 1,2 WATER LINE w c-7.2 WATER METER ■ FIRE HYDRANT GATE VALVE FDC $ 1 THRUST BLOCK • C-7.0 DOUBLE CHECK VALVE RPBA WATER CROSSING 1,2 SIDE SANITARY SEWER C-5.1 SS MANHOLE • SS CLEANOUT TELEPHONE T T POWER (UNDERGROUND) UGP POWER (OVERHEAD) OHP GAS LINE G OIL/WATER SEPARATOR ®® IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z O C/) w DATE: LL RENTON FIRESTONE 03/21/2019 17808 108TH AVE SE FIELDBOOK: z PAGE. O RECORD DRAWINGS DRAWING NO: UTILITY PLAN C-3.0 z SHEET: OF. LU 9 18 Cr R-394709 NE 1/4 OF S 321 T 23 N1 R 5 E co I W 0 0 0 N 0 IY a w t+: N J z Z Q 0 1n IY 0.l 0- o_ Y cn Of Z 0 z LIJ C z D z Q 0 0 U, 1505 Westlake Ave. N. Suite 305 z Seattle, WA 98109 Ld 018' OPENING FOR 012' NDPE.- OUTLET INVERT: 3195.60'. 3'-0' T 3'-6' 018" OPENING FOR 012HDPE,__ INLET INVERT: 395.6D'. 030' MANWAY ACCESS WITH LADDER RDA: 1:400,52'. 030" MANWAY ACCESS WITH LADDER RIM: i400.74'. 030" MNWAY ACCESS WITH LADDER RIM: ±400.62'- 030' MANWAY ACCESS WITH LADDER RIM: t4OO.53'. 192'-2%' (INCLUDES Yi GAP PER BILL OF MATERIALS TYPE QUANTITY I HEIGHT A 10 Y Al 1 3 B IS 3 B, , 3' 82 1 r C 1 3' C1 r C2 , 3' D 1 3 DI I r D2 I r 03 , r Fl I r F2 , r F3 1 3' TOTALS 3 TOP 36 4' BASE 7 030' MANWAY ACCESS 7 024, MANWAY ACCESS a LADDER 1 7 FOOT 61NCH VOLUME 0 CUBIC FEET 030' MANWAY ACCESS WITH LADDER STORM CAPTURE MODULES BY CIDCASTLE PRECAST INC- RPM: ±400.68'. INSIDE DMENSIONS: 7' W a IV L ! 3' H, SYSTEM INVERT: 395.60'. INSIDE DIMENSIONS: 7' W a 15' L a 7' H. SYSTEM INVERT: 391.60'. - - - - - - - - - 024' MANWAY ACCESS F1 B C 024' MANWAY ACCESS RIM: t401.81'_ J RIM: t40LI53% • 024' MANWAY ACCESS 024' MANWAY ACCESS RM: ±401.66'. C1 A D I RIM: *401 37' - -- - •J F. ---- ---- ---- --- --- ---- _ --- ---- --- ;� I D1 A B B B B1 B B B B C2 I •J F D2 A A A A Al A A A A F3 I r Z­ -.1;7-- --.f- __T7_ D3 B B B B 62 B B B C1, F2 I • •J OB' OPENING 030" OPENING MANWAY ACCESS WITH tADDFR 08' OPENI NG FOR 0IN PVC, FOR e6' PVC, O RIM'. t401.t0'. FOR 06' PVC. INLET INVERT; 396,60'. INLET INVERT- 396,60'. INLET INVERT 396.60'. 2'-0' 67' t' 030" MANWAY ACCESS WITH LADDER 15'-Ch' 160'-2Y' RIM: ±400,98' DESIGN NOTES: i. DESIGN LOADINGS: A. AASHTO HS-2044 W? IMPACT, B. DEPTH OF COVER = 6' - 54 (120 PCF ASSUMED), C. ASSUMED WATER TABLE = BELOW BOTTOM OF PRECAST. D. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCF. E_ LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE). FNO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALL PIERS, OR FOUNDATIONS. 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI. 3. STEEL REINFORCEMENT. REBAR, ASTM A-615 OR A-706, GRADE 60, 4. CEMENT: ASTM C-150 SPECIFICATION. S. STORM CAPTURE MODULE TYPE = INFILTRATION. 6. DEPTH OF AGGREGATE BEARING LAYER TO BE DETERMINED BY GEOTECHNICAL ENGINEER (SEE OLDCASTLE TECH NOTE SC-01). 7. ALLOWABLE SOIL BEARING PRESSURE ADDRESSED IN OLDCASTLE TECH NOTE SC-01. 8. REFERENCE STANDARDS: A. ASTASTM C 890 B. ASTM C 691 C. ASTM C 913 9. CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON STRUCTURE- ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOM STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING, COMPACTED Ell. SEE INSTALLATION GU®E. BY OTHERS. PLAN VIEW SCALE 1716' = 1'-0' NOTE: SEVEN (7) MODULES HAVE 4' TALL SOLID BASE SECTION IB,, C1. DI-D3. FI-F2) NOTES TO REVIEWING ENGINEER: 1. THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT REQUIREMENTS (I.E. LIVE LOAD AND FILL RANGE), IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR REDESIGN AND RE -PRICING. 2. REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS, SIZES. AND INVERTS. 3. REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS. 4. UNLESS OTHERWISE NOTED, ALL PIPE SUPPLIED AND INSTALLED BY OTHERS. 5. THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT, REVIEWING ENGINEER TO VERIFY THAT THE DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST, IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE C IMMEDIATELY FOR REDESIGN AND REVISED PRICING. t o r m w a t e r S. THIS SYSTEM IS DESIGNED WITHOUT A CONTAINMENT MEMBRANE LINER. IF A LINER IS NEEDED PLEASE CONTACT OLDCASTLE TO S PROVIDE THIS OPTION IN THE FINAL DESIGN. 1 al 1- al Ilr 1 1 1 ! 1 a 1 1 I I 1 I ♦;;e�♦♦�e�♦�e�e�e�♦�e�e���e�e�e�e�e�e�♦;e�♦�e�♦♦'♦�e�♦♦�e�e�ese�ee♦�e�♦�e�♦�e�°�e�♦�e�e�e�' i�ii�ii�i�iei'�i�i�i�i�i �i�i�i°e� �w•°i�i�i�i�i�i�i�i�i�i�i�i�i�iOi�i�i�i�i�iei�i�ii�i�i�i�i�i�i�i�i�i�i�i�i�i�i�s�i�i�i�i�i�i�!'i�i�i�����i�ei���i�i�i����li`i�i�i� I I I I I r r - L - - J L - - - - - - -'J -- I I I I I I I - I I IIII • - I I IIII - - _ L COMPACTED FILL GEOTEXPLE FABRIC. AGGREGATE BEARING LAYER. SEE INSTALLATION GUIDE. SEE INSTALLATION GUIDE. SEE DESIGN NOTE 6, BY CONTRACTOR. CONTRACTOR TO ENSURE ADEOUATE BEARING SURFACE BY OTHERS. PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. SEE DESIGN NOTE 7. T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM EXTEND AGGREGATE BEARING LAYER V MINIMUM AROUND ENTIRE STORM CAPTURE PERIMETER. TYPICAL ELEVATION SCALE. 31W - V-O" STORMICAPTURE N TS NOTES 1. FOR INFILTRATION- EXFLTRATION SYSTEMS. THE AGGREGATE S➢BGRADE MUST BE WASHED AND CLEAN. 2. TER ADUCT INSERTS TO BE KNOCKED OUT AT SPECIFIED LOCATIONS ONLY, BY OTHERS Stormwater REVISION EL 395.60' 4'-0' EL 391.60' 7" EL: 391-02' SITE SPECIFIC DATA PROJECT NUMBER 4634 PROJECT NAME RENTON FIRESTONE PROJECT LOCATION RENTON, WA 57RUC77JRE ID ---- TREATMENT REQUIRED VOLUME BASED (CO FLOW BASED (CFS) 0.114 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.471? PIPE DATA I.E MATERIAL DIAMETER INLET PIPE 1 J96.95 DI 12" INLET PIPE 2 N/A N/A NIA OUTLET PIPE 395.452 POPE 12' PRETREATMENT BIORLTRATON DISCHARGE RIM ELEVATION 400.80 400.80 400.80 SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME & COVER 36' X 36' N/A NIA WETLANDMEDM VOLUME (CY) 2.73 WETLANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE $IZE (DIA. INCHES} 01.55" NOTES' PRELIMINARY, NOT FOR CON57RUCRON_ INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OFHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6` LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEE✓? CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIRCA77ONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHR)NK GROUT PEI? MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE" CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES- 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7, CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. GENERAL NOTES I. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED, 2. ALL DIMENSIONS, ELEVATIONS SPECIFICATIONS AND CAPACITTS ARE SU9JECT TO CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. n SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: BED C/L SITE CURBING BY OTHERS VERTICAL UNDERDR4IN PATENTED MANIFOLD PERIMETER,.,. _ i u01D AREA _ _ - _w DRAIN DOWN LINE PRE -FILTER - - aS£E N07E5 % 103 CARTRIDGE r rn ^ FLOW CONTROL RISER FT u T T INLET PIPE SEE NOTES I PLAN VIEW CIL I �iC1CC"�ifi] IE IN 4 I 4.-4 -I 4„ ELEVATION VIEW Rire.L►_�w:����,�•�3�www �+ �•��r1:� THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODfNG. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LEFT END VIEW RIGHT END VIEW JNPA D� : AR TL!-' NDS .� �eeaxr:araxa.aa-^ :eea: a.:aa �•' MODULAR STORMWATER VAULT N TS CTODLA(`ADTI IDC' IIAIIT IL 11UILCI rlrC IV r-A STORM DRAINAGE SYSTEM 112N SD SEE DETAIL 1/C-6.0 MODULAR WETLAND SYSTEM SEE DETAIL 2/C-6.0 1' AGGREGATE LAYER TREATMENT -DETENTION -CONTROL STRUCTURE PROFILE (SCHEMATIC) SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M N TS ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. DETAIL IS SCHEMATIC IN NATURE, AND IS PROVIDED FOR REFERENCE ONLY. REFER TO SHEET C-2.0 FOR RIM AND INVERT ELVATIONS IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS DRAINAGE DETAILS U /N 0M0 co 0 C) T w z O I- Cn W DATE: LL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: C-6.0 z I SHEET: OF, W 10 18 Er R-39471 0 NE 1/4 OF S 321 T 23 N1 R 5 E co I W 3 S. F' OR +7' ONE #9 BAR HOOP FOR 6' HEIGHT TWO 13 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNEF 43 BAR EACH SIDE #3 OAR EACH CORNER 18" MIN #3 BAR HDOP rn. PRECAST BASE SECTION SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PIPIE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE WAfrrL�YER ROWORCNO Oir 12" "N CONCRETE ALL METAL PIPE 15" CPSSP k }�" {STD. SPEC.9-05.2C) SOLIDWALLPVc t5" {STD. SPEC. 9-05.12(11) PROFILE WALL PVC 15" {$Tp. W CORRUGATED POLYETHYLENE STORM 9ENER PIPE NOTES 1. As acceplable alternailves to the rebar shown In the PRECAST BASE SECTION. fibers (placed according to the Standard Specifications), or wee mesh having a minimum area of 0.12 square Inches per foot Shan be Used with the minlmurn required rebar shown In the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall riot be placed In the knockouts, 2. The knockout dlametor shal not be greater than 2p". Knockouts steal have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between Ova knockout wall and the outside of the pipe. Ater the pipe Is Instated, Al the gap with jolnl mortar IrL accordance vAth Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shal be 5'. 4. The frame and grate must be Installed wllh the flange down. 5. The Plerasl Base Section may have a rounded floor• aril the vLalls may bo sloped at a rate of 1:24 or steeper. B. The opering shall be measured at the top of the precast base section. 7. AN pickup holes small be grouted full after the basin has been placed. S. AN grade rings and casings shal be set In mortar In accordance with Standard Specllcatlon 9-64.3. PUBLIC WORKS CATCH BASIN TYPE t STD. PLAN - 200-00 + ` DEPARTMENT MARCH 2O08 CATCH BASIN TYPE 1/1 a a y C � 4L'', W. fiT, 72'. W OR DW s STEPS OR tf�6ER GATCI-i BASIN FRAME AND VANED GRATE {DETAIL 2D4.oq HANDHMD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT. TYPICAL {SEE NOTE51 FLAT SLAB TOP MORTAR ITYP. z FILLET � RELFORCING STEEL tTVP.l u1 12. CRALEL BACK57ILL FOR PPE ZG$V- BELONG SEPARATE BASE INTEGRAL BASE CASTA I -PLACE PREGA$T WITH RISER ro• Mwo ,z• GRAVEL RACKFILL FOR E= MPEZONEBEDUM SEPARATE BASE PRECAST NOTES 1. No steps are required when height is 4' or less. CATCH 8ASIN DIMENSIONS CATCH BASIN DIA[NE R WALL THICKNESS BASE THICKNESS MAXIMUM KN 31ZrLrf MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING 51 EEL Ir�Jfr.IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 4W 4" T 36' 8" 4.23 0.15 54' LF 8" 42" 60' 1 5" 8" Q. 8" 70 61 A" 150• 17 0.35 0.2A 84- fT T2' IT 4.39 0.N s� a IT a4' 17 0.39 0.29 2. The bottom of the precast catch basin may he sloped to facillWe cleaning. I The reclangular frame and grate must be installed with the flange dawn. The frame may be east Into the adjustment secflon. 4. Knockouts shall have a wad thickness of 2" minimum to 2.5" maximum. Provide a 1.5" mlrrlmul`I'I gap between the knmilkmI wall and the outside of the plpo. After the pipe Is Installed, 911 the gap with joint mortar In accordance with Standard SpecillCallon 9-04.3. a PJ grade rings, risers, and castings shall be set In mortar In accordance with Standard Spedlcatlon a-44.3. PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER OFICRETE METAL CPSSP iD SOLID WALL PvoQ PROFILE WALL PVC(D 45' 24' 00, 24' 27, W. EV 30, 38" .10` '2r 30" dCr 35' 42' 36' 1 35• 42" 72, 4? 54` 42' 36' 48" 9V 54" fi0" 54' 36" 4A" 98" 8CP 72- fi0' 39' 48" * + PUBLIC WORKS CATCH BASIN TYPE 2 +. .. DEPARTMENT C: nwIar6d Palya,hyfana SLdrrn Saw r PIpE istd. Spec. M5.2q (Btd. Spec.9-0512f11a (std. 5pec. 9-05.12f21) CATCH BASIN TYPE 2 STD. PLAN - 201.00 MARCH 2O08 s � n FRAME AND VANED GRATE FRAME AND VANED GRATE CLEAN SURFACE AND BOTTCMdAREA. PROVIDE UNIFORM CGHTACT. THE SIJRFACE AREA OF THE BASE: sEcTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT BEOTION. BASE SECTION SEE NOTF d NOTES I. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT GUTTER, DITCH, OR SIDEWALK 1N WHICH IT lS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER 143 GIVEN In TIRE CNIGtNCrR TO GROIFF IN PI.ACC IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-Djr.s. 2, SHlMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE 1J.SE OF SHIMS 13 PROHIBITFD• 5. A CONTINUOUS LAYER OF MORTAR'SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNINING 13OND OR % BOW]. 5- ADJUSTMENT SE(;IION SHALL BL GROU l L-D WATEI?iIGH1 10 THE BOTTOM AREA OF THE ADJUSTMENT SECTION WIT 1; WNSHRIhil4 GROU, U. GROUHNG BETWFEN ADJUJSTMEIdI SECTION SHALL BE WAILH tiGHl. 7- GROUT IS TO BE NON- 3PiR-NK TYPE GROUT IMEETINGTHE RE.-.QIJIRFMFNTS OF A$7M 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOI MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPREGSAVE STRENGTH SHAI-I- BF- 4,nor) PSI AT 7 ()AY PFR APWA STANDARD SPECIFICATION 9-20.3 S• PICK f tIFTINr HOLES ARF TO RF GROUTED UWATFR TIGI-IT PUBUC: WORKS � CATCH BASIN INSTALLATION DEPARTMENT STD. PLAN - 202.00 MARCH 2008 CATCH BASIN INSTALLATION N TS N TS N TS 0 0 0 N 0 a. a rr w N J U) W 0- a Y Z AY W o��� �� ° WAS �� e �� zD C�Q �o� a ~' o,`~ oy SURVEYED: SCALE: O Q 1 , _ o _ WRH A 8 '�' DESIGNED: AS SHOWN N 0 LRR U) d 37679 4 6 48855 4 DRAWN: vi 1505 Westlake Ave. N. T (206) 522-9510 �o,� ��GISTEg�� �rv`t off EGISTER� l�sv`t CMD ONE INCH Suite 305 F (206) 522-8344 "SSIONAL ESSIONAL ��G CHECKED: IFAT FULLS NOT ONEINCH w Seattle, WA 98109 WWW.PAcLAND.COM NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ONE 73 BAR HOOP FOR 5" HEIGHT 7WO #3 BAR HOOPS FOR IT HEIGHT RECTANGULAR ADJUSTMENT SECTION 3 IIEOIICiNG SECT11141M 9"1BAR EACH CORNER 93 BAR EACH SIDE EACH WAY ;qr � �tttL- PRECAST SASiE SEC77ON PIPE ALLOWANCES MAXIMUM PIPE MATERIAL D1"a 9EI24rQRGXD OR 19, PLAIN CONCRETE ALL METAL PRE 21' Cf'9P (370. SPEC- 9,Z0) 1 e" SCLI❑ WALL PVC 21, (STD, SPEC. 9-05:1201) PROFILE WALL PVC 31. #STD. SPEC 9-06.121211 tik CORRUGAI PbiY ETHYLENE STORM SEwER PIPE NOTES 1- As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specrfioatlons), or wire mesh having a minimum area of 0.12 square Inches per foot shall be used with the minimum required rebarshown In the ALTERNATIVE PRECAST BASE SECTION!. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not begreater than 26`. KnnokoLlts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5' minimum gap between tha knockoat wall and the outsidu of the pipe. After the pipe Is installedr fill the gap with joint mortar in accordance with Standard Specification 9-W 3. 3- The maximum depth from the Tinkshed grade to line lowest pipe Invert shall be 5'. 4. The frame and grale must be inslailed with the flange dawn. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate 91 1:24 or atveper. 6. The opening shall be measured at the tap of the precast base section. 7. All pickup hales shall be grouted full after the basin has been pWced- S. All grade rings and castings shall The set in mortar in accordance with Standard Specification 9-04.3 #3 BAR HOOP -�. #3 BAR EACH CORNER -� SEE NOTE 1 ALTERNATIVE PRI=CAST BASE SECTION IPM # PUBLIC WORKS CATCH BASIN TYPE 1 L �1 DEPARTMENT ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. CATCH BASIN TYPE I N TS SM. PLAN - 200.10 MARCH 00B IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS DRAINAGE DETAILS U W O O O D J coIN o O O O T I..L W Z O I- W DATE: 02/21/2019 LL FIELDBOOK: z PAGE: O DRAWING NO: F- C-6.1 Z SHEET: OF, W 11 18 R-39471 1 NE 1/4 OF S 321 T 23 N1 R 5 E co I W 0 0 0 N 0 a. a o: w N J 1n W a a Y 0. z 0 z w z D C z Q 0 Z 3 N 1505 Westlake Ave. N. Lij Suite 305 W Seattle, WA 98109 BOLT -Dawn HOLI=(TVP.) - s)a" - 11 NC, SEE DETAIL & NOTE 2 TOP SECTION RED ESSED ALLEN HEAD CAP SCREW 519"-11 NCx2` NOTES T. This Frame Is designed to accommodate 20" = 24' grates or Covers 2. Provide two holes In the frame that are vertically aligned with t he grate or cover slats. Tap each hole to accept a SiB" - 11 NC x 2" alien (lead cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. j5W GFL%TrISOMETRIC VIEW FRPME 'v 2 1JZ" SECTION BOLT -DOWN DETAIL DETAILHoit1 PUSUC WORKS RECTANGULAR FRAME STD. FLAN — 04.00 DEPARTMENT - MARCH 2008 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM RECTANGULAR FRAME N TS 24' M m BOLT -DOWN SLf DETAIL AND NO' 2 il2' DIA WtE 20' A 6 TOP 41 s' 1 1f2 I r T_ M*tltmw 39-R -SEE NOTE SECTION 5.r6` I' DIAM. HOLE !' DIA M. HANDLE SECTION PUBLIC WORKS ` DEPARTMENT REVISION 112' 3M' 7 14, BOLT -DOWN BLOT DETAIL. SEE M07E 1 2 SECTION NOTES 1. Provide Iwo slats In the cover that are vertically aligned with the holes In the frame.Laeatlon of bolt -down slots vales among different manufacturers. 2. Alternative reinforcing deslgrts are acceptable In lieu of the db design. 3. Refer to Standard Speclflcatlon 9.05.15(2) for additional requirements d. For Frame detalls. See City of Renton Standard Plan 204-00. RECTANGULAR SOLID METAL COVER 180METNC STD. PLAN — 2D4.10 MARCH 2O08 RECTANGULAR SOLID METAL COVER N TS SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE I APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M C� J TOP NOTES 1. Provide Iwo slots in the grate that are vertically aligned with the holes in the frame. Location Of Galt -dawn slots varies among different manufacturers. 2. Refer to Standard SpedAcation 9-05.15(2) for additional requirements. a. The thickness of the grate Shall not exceed 1 W!8". a. Unless otherwise specified, vaned grates steal be used with standard frame In the travel way. gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ISOMETRIC %OT - St; E 4ET.°JL AND NOTE t 316' (9mm) RECI`SSED LI=TTERIFIG 3!4' Ll BOLT DOWN SLOT DETAIL SEE NOTE I - STD. PLAN — 204.40 PUBLIC WORKS RECTANGULAR DEPARTMENT HERRINGBONE GRATE - MARCH 2O08 RECTANGULAR HERRINGBONE GRATE ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS DRAINAGE DETAILS U N 0�0 O O O J W Z O I— W DATE: 02/21 /2019 ILL �D PAGE: O DRAWING NO: L_ C-6.2 Z SHEET: OF: W 12 18 R-394712 NE 1/4 OF S 321 T 23 N1 R 5 E co I W 0 0 0 N 0 rY a w rr N _J ca m I N 3 0 N Q O U Z Z Q 2 6 0 rn w a a Y a rr Z 0 Z w z 0 Z to W M Z J 03 BARS T SPACING 24" DIAM., 43' 04AM4M. I OR 54' DIAM. HOLE r (TYP.) �• 12 1" MIN. iJ2, MAX. 84" or 96" FLAT SLAB TOP U5 BARS T SPACING 24"x2 24" !)TAM., 48' DV1IA hL J DR 54" DIAM. HOLE 2' PYP L1' MIN, 2 112" MAX. 7Z" FLAT SLAB TOP 04 BARS @ 6' SPACING zD` x 2aa ort 24" dIAM. HOLE 2' (TYP ) 1' MIN. 2 1'2" MAX. 48", !W, or ow FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS 24" MIN._r n I 40, MIN. I ECCENTRIC CONE SECTION R HOOP FOR H' wU �s "R HOOPS FOR 13`0 RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable allernative to rehar, wire mesh having a minimum area of 0.12 square Inches per foot may be used for adjustment sections. 12" (TYP.> 6" I y `� PREFABRICATED LADDER m STEP <DONE #3 BAR HOOP Q, kS* CIRCULAR ADJUSTMENT SECTION PUBLIC WORKS MISCELLANEOUS DETAILS FOR + ` DEPARTMENT DRAINAGE STRUCTURES D � C 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 STD. PLAN - 204.60 MARCH 200B MISC. DETAILS FOR DRAINAGE STRUCTURES T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM NTS ifftis or pba mmg�act6n fur uu-iy A. NI-a4al and Conerete s an 3' max I It+ilgs OF Wpc camper�on 3' max a~ L 0.15 ikw 'I.. Imks or pipe campedon 0.&5 dso An. gravel Wks backE for forpips bedding raundallons when sgralded B. Pipe - Arch Instailladun Rigid Pipe NOTES: 1. Pipe compaction Ilrrlls shown on this plant are for pipe construction In an embankment. For pipe construction In a stench, the horl-rontal Imps of the pipe wrnpacion zone shall be the walls of the wench. 2. All steel and sluminurn pipe and plpe-arc4Bs shall be Installed In accordance with deAKjn A. 3. Concrete pipe with elliptical Peinf*rcament shall ire Installed hi accordance Mlh design A. 4, Concrete pipe, plain or with circular relnlarcemenf, shall be Insfaled with design A 5. 0. 0. Is equal to the outside diameter of a pipe or Use outside span of pipe -arch. The c1mensions shown as OA. wiih S ma imam shall be O.D. until O.O. equals 3'; at which point 3'shall be used. T-0" far diameters 12" through 42" and spans lhrnugti 50" 7,0" for diameters greater than 42" and spans greater than 50". W (see now 4) Intl ad plpgr Lone bedding materiel for flexible pip iw�a onto Bj ❑.0. Teurtaatlon le•al 4 A 4' raln 27' 1.0. and under 6"mhl.nvar27"La Redding for Flerdble Pipe Flexible Pipe NOTES: 1. provide uniform support under bartels" 2. Hand tamp under haunctles. 3. Compact bedding material to 95% malu denshy directly aver pipe, hand lampatily. 4. See "Excavadon and preparation of TrOndr" In sanitary sewers section of the standard WSOODAPWA spednuallons for trench Mdth'W" and trendning options. The pipe zone wll be the actual hunch width. The minimum concrete width steal he 1 � I.O. = 19". 5. Trench backfll shall conform to-Sacktlling Sower Trenches" In the sanitary sewers se )don of the WSDOTIAPWA standard spedflcadans, ekceptthat rocks or lumps larger than 1' per loot 0 pipe diameter shall not be used In the backdll material. G. See `Eledding Material for Flexible Pipe` In aggregates wcdon of the W51]OT+APVVA s„sndard spedficadons for Idle material speddcadodls. =Bac"ll material placed In 0.5' loose layers and FIfF/J compaMd to 95% madmorn denshy. smMethod B or C compaction (WSDOTlAPWA) standard Specifications`) Pipe Size Min. dist. between barrels circular pipe cone., LCPE, CIVIP (diameter) 12" to 24" 2" 30' to 96" dlam. 12 102" 10 180" 48" pipe - arch metal only (span) 18' to 36" 12" 43" to 142" span 13 148" to 199" 48" STD. PLAN - 220.00 PUBLIC WORKS PIPE COMPACTION + ` DEPARTMENT DESIGN AND BACKFILL MARCH 200B PIPE COMPACTION DESIGN AND BACKFILL REVISION NTS SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: rchnvvaWe walerdyhl wuping w tiango 2" doled. plate welded loelbow J1f with 4AIce. as spedled ELBOW RESTRICTgR DETT ISOMETRIC elow.atian per plans V min. under pavement t8" m TT- C min, d.slar, UVS. dlbgw restdctor. snc wtal pipe supP- see Note 6 1,5 z d �j' min, T- � dulltsq pie: see napes 1 $ rrarne A Sala cDvet marked 'DRAIN" with belting doles see note 3 IAA. ape verlicdi bar [gale Tor secandary We[ handhdds. steps or Ladder Ihvdn and deviation �5hear gate M11h control per pions rod for cleanauY&aln to 12' (rod bent as refit red for vertical al�nnrenl n2., wihcove•'l o Z F welded restddor plaw 12' wM odlce dlometeras specified ((lot needed F for soil control only) SECTION A -A T mindearance l4 any portion or rrop-T Incluoing o6ows rs NOTESi 1. Use a mimimum of a 54" dameter type 2 catch basin. 111 2. Oudet Gapachy: 1W-Year developed peak flow. 3. Metal Parts: Corroslon resislanL 61buw reslhiar Non -Galvanized parts gerfenW. se9 delay Gelvarized pipe pails to have asphalt Treatment 1. 4. Frame and ladder or steps offset so: A Cleanout gate Is visible horn top. B. Climb -down space Is clear of riser and deranout gate. C. Frame Is clear of curb. 5. II metal ou[lel pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to Concrete pipe I.D. less <". 6. Provide at least one 3" k .090 gage support bracket anchored to c•rtclete wal. (maximurn 3'-0" vertical spacing) 7. Locate elbow resirictof{s) as necessary to provide minimum dearance as shown. 8. Locate additional ladder rungs In structures used as access to tanks and vaults to allow access when catch Basin Is died with water. f necessary r� see note l i mlrL PUN VIEW addlonal ladder rungs hill sets) to allow muss W lank%or vaults when colch Is flied vAth water STD. PLAN - 2 7.00 + + PUBLIC WORKS FLOWN RESTRICTOR DEPARTMENT OIL POLLUTION CONTROL TEE MARCH 200B SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FLOW CONTROL CB VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM NTS ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. CONTRO FLOW L CB TABLE DESCRIPTION VAULT 1 RIM ELEVATION 400.49 INLET ELEVATION 395.60 OUTLET ELEVATION 395.60 ORIFICE #1 ELEVATION 393.60 ORIFICE #1 DIAMETER 0.6 IN ORIFICE #2 ELEVATION 397.40 ORIFICE #2 DIAMETER 1.2 IN RISER ELEVATION 398.10 OUTLET PIPE DIAMETER 12 IN IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS DRAINAGE DETAILS U W O O O I Cfl D N co O T LL W Z O I- Cn W DATE: 02/21/2019 LL FIEWBOOK: Z PAGE: O DRAWING N0: C-6.3 Z SHEET: OF, W 13 18 R-394713 NE 1/4 OF S 321 T 23 N1 R 5 E `'.5" ASPHALT: 1/2-INCH AGGREGATE IX PER 2012 WSDOT 9-03.8(6), G58-22 OR PG 64-22 BINDER PER 012 WSDOT 9-02.1(4) 4" CRUSHED AGGREGATE BASE COURSE PER 2012 WSDOT 9-03.9(3) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) ASPHALT PAVEMENT SECTION N TS - FACE OF CURB F CEMENT CONCRETE 102'Ft. - F, SIDEWALK RAMP - � VARIES 51.E i. FROM i y - R 1:24 5 F O TOP � a ti TOPOFROADWAY w__ 3f2rPREMOLDED JOINT FILLER CEMENT CONCRETE • PEDESTRIAN CURB T I AT SIDEWALK RAMPS AND LAND LNGS - FACE Ut ADJACENT GuRB CEMENT CONCRETE TRAFFIC CURB AND GUTTER _ SEE DEPRESSED CURB DETAIL THIS SHEET - FACE OF ADJACFNT CURB 1:24 S'-Z TOP OF - -- FLUSH MTH BUTTER -vr R. RO&UWAY PAN AT SIDEWALK Z' RAMP ENTRANCE ' TOP OF P P ia, R, RQADWAY P .1. DEPRESSED CURB SECTION n ° AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 DEPRESSED CURB SECTION FACE U� CUIRE AT SIDEWALK RAMPS � 11, 6117' 6 11Z' , 1" IX R. 1R. FACE OF ADJACENT CURn l I TflF DF ROAD'AAN GUTTER SURFACE - � e � r I •� T' a r• R. , e 1 r4.. • P � t U P �1- P' n CEMENT CONCRETE '• '• ' . TRAf--FiC CURB OEPRESSED CURB DETAIL AT Rt:$iDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENJERAL NOTES'. 1. Sea slandard pianit 102 and 101.1 for corn eKpanaion and mrtracliar idnl spacing. 2. NDl used. 3 For Depressed IQon•IJ1Hr Driveway Curb b Cutter Seclhon, see Standwd ply 1 D4.2 a 0 00 N t 0 a + . FUl31.II: FVt7Fth: DEPARTME> i >v�o _J ca m I 3 0 5 0� 0: 0: z Z Q 2 0 rn 0� a 0- Y a rr Z 0 Z W 1� z C z D Q 0 z a N 1505 Westlake Ave. N. Lu Suite 305 W Seattle, WA 98109 CEMENT CONCRETE CURBS I AI: PP(WED CEMENT CONCRETE CURBS SECTION N TS 4" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 3" CRUSHED ROCK BASE COURSE (WSDOT STD SPEC 9-03.9(3)) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) NOTES: 1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND A 15-FOOT MAXIMUM JOINT SPACING CEMENT CONCRETE SIDEWALK (ON -SITE) N TS CEMENT CONCREM CLW & U LftM (SEE NOTE 3) JI c�rr �' pi_.�ssEL7 taoNOLLrr+c CONGr�6TE f CURS L OtFITER SIOCWALK - (SEE DETAIL i4S-SHEET) f- y TYPE C28 - ISONETRIC VIEW (GCMMERC1N , WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feey construci a full depth expansion joint with 31B' Jolnt Oiler along the drNevl!ay Sane Ilnas rAu orcxwe (see v1d. plan 102). Construct expansion Jalnta parallel with the MWOMIRMIMMMDUAL Dentartlns as required at 15' maximum spacing when driwgwey =hTAACr1aN X01 ° IM ON "Ma ern widths exceed 30'. &Tn PLAN 102 s 1ft r h ff 1S IL 2. Sea std. plan 102 forsldewalk dotails. � - 3. Curb and gAer shown, other curb designs may he tipecitied. See std. plan 101 far curt} details. 4. Not Used. y y a Y-Ir 1'-Ir b. The engineer wlII design all driveways to Include eievetlons at all N M VAWEY,'Ar U0WrTUD0ALEJI MS0N paints marked with symbol "X". JVi elevations are at iha hack of JOYNIS •"A`Lbe FULL DOH curb top an upNH side. DEPRNSSED MON01.1rHIC CURB 8 OUTTERDETAJL 5. Not Used. 7. For Driveway Wldthe ace DRIVEWAY STANDARDS (See NOTE 10), The expdrtsion joints (see atd. plan 102) shall be spaced es shown In. the carnnpondin0 lsanlelrtla view, 8. Slopes shall Comply with sections R303.2.1 or R303.2.2 or x FAC:E Or ADiACENT CUM) R303.2.3 of the Revoti Revised DGLddelines for Accessible nblic 1� tt (s-of-Wray of Novcm13at 23, 2005 (PROWAG). 9. Curti ruturns for any Type C-MAX Drtvewsy may W approvW an a case­byc2se basis. '. .. y z1 0WAN 1 0 r v x 1' R + o ip. STREET STANDARDS = Renton Municipal CadeIRMC) Title IV Development Iiegulatlons a • �• rr } o CHAFFER 6STREETAND UTILITY STANDARDS- Sectlan 44460STRE€YSTANDARDS DEPRESSED CURB DETAJL AT RESIDENTIAL OR C WWL=RCLAL DMVEWAY5. AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Cade (RMC) Title N Developmem ReguWons GT'IVeway Example : TYPE CIS CHAFFER 4 R=R"WerW. C=Glanrxmrc* 1 CITY-WIDE PROPERTY DEVEiflPIVIt +iT STANOARDS Nw mtw Of LArm. SWIon44WM PARKING, LOADING AND 1]RMWAY iMA =4 Lane Gorry wl aq REGULATIONS B-50fOr[PW6W SWPp . Illank�No l3tAT� 5" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 6" CRUSHED ROCK BASE COURSE (WSDOT STD SPEC 9-03.9(3)) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) NOTES: 1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND A 15-FOOT MAXIMUM JOINT SPACING STANDARD CONCRETE PAVEMENT SECTION N TS ilia r1tM dhiC1 DES WUMLK "N S: t MIN Vm" iiSEE W 7h r W1 to IF Or P&VM D'MWAreE3lu1gEo 3WEXPANW4 J41NTITYP.I s+4'R><'�►rrs14wJOINTr".1 1 T.'ENi ISCE 57D PUW Cba• �SAM,ar} CANGgE?E a SAR'Nu.li 0 f i<1 ls. w A R I -J 7 1 f C40MrFtUCTPM JONrt l f A&W wrT,l 41H by ,� ! tie€ F1aTE 1 !i i R -F SLOPE ".' 6/) ISM NOTE it 119- C0%TRA4TMN XM4t RYP I • 11 =- PLAN rr, PLAN VIPW FOR PLANTER WIDTHS GREATER THAN 0a"p�'SSEE NOTE ij° ""Ui s'M"�I 5 FEET, THE SIDEWALK SHALL NOT BE DEPRESSED AT THE DRIVEWAY. 5.1% WA TEE &OWE T irm +.. +a•,Arl - -� rlf M# DE�SSEB LtytgB Gu'TER . �k Ceuer,r poe¢c rE - W A IS2! NOe{]F L SIOEw4K �� 5riN.SIpIJ71f•RT*.i $E r'TIi1N 1 A 1 19TXrLWqu KYAOTr� 1 J'. Grrr L4tNl E IH 5:�1•E kiVll. - ' r--O'IrY T W: 317V9 DOPE I5: DF-_ DE VN EXIIE ERATtO OR1V6N'AY ,or am.WEMAMI 9,tOHN [x•tlkE Tt.CI 5E IUN (D I P'LAH - i fl4.� A «PLII3LJC WORK.'s CEMENT CONCRETE DRIVEWAYYFSSl'D. .��i, F PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT' ENTRANCES - NOTES AND DETAILS DEPARTMENT ENTRANCE - TYPES C18, C2B, nr C3B, alnd C-MA]CB (%VITH 13UFFEF �T CEMENT CONCRETE DRIVEWAY - TYPE C213 (MODIFIED) IIIIIIII _ 11111111 IIIIIIII Iuul11 � � ouull IIIIIIII o \ulllll � _•� Illllui millll 4 1• i �� �� I //dip �\\ � I ///� W REVISION N TS SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY For NOTES see STD. PLAN 104.2 SM. PLAN - 104.4 RRQy-FP 1 VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M 2.5" ASPHALT: 1/2-INCH AGGREGATE MIX PER 2012 WSDOT 9-03.8(6), PG58-22 OR PG 64-22 BINDER PER 2012 WSDOT 9-02.1(4) 4" CRUSHED AGGREGATE BASE COURSE PER 2012 WSDOT 9-03.9(3) it.iY.iY.iY.iY.iY.iY.iY.iY.iY.iY.oY�-COMPACTED' :LE MATERIAL 1 • STRUCTURAL FILL. DEPTH IS UP TO 12", VARIESa ON COVER AVAILABLI BETWEEN DETENTION AND BASE COURS UNSUITABLE NATIVE MATERIAL SHALL B SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS 1 ACHIEVE • 1 MAXIMUM DRY DENSITY (ASTM D1557) STORMCAPTURE UNIT MINIMUM ALLOWABLE 1 • ALLOWABLEMAXIMUM / PAVEMENT SECTI ON OVER DETENTION SYSTEM N TS PAVEMENT NOTES 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. 4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 12 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR. 5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3), OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-02.1(4) OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D 1559). 7. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 9-03.1 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4-INCH MAXIMUM SLUMP AND 5 TO 7% ENTRAINED AIR. 8. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 9. PROOFROLLING SHOULD BE USED TO EVALUATE PAVEMENT SUBGRADE. 10. THE RECOMMENDED PAVEMENT SECTIONS ARE BASED ON THE ASSUMPTION THAT THE SUBGRADE CONSISTS OF UNDISTURBED SOIL OR STRUCTURAL FILL AND THAT THE PAVEMENT WILL BE CONSTRUCTED DURING THE DRY SUMMER MONTHS. ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS PAVING AND SITE DETAILS U N 0M0 co O O Q0 LL W z O I- Cn W DATE: LL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: C-8.0 Z SHEET: OF: W 14 18 Cr R-394714 NE1/4OFS321T23N1 R 5 E co I W a. 0 Ib N 0 Of a. LY w N _J ca lb I (n 3 0 N Q O Ir It z Z Q 2 0 Ln w w 0. It Y a Z 0 z w z 0 Z to LU Z J 1'-0" CONCRETE CURB/GUTTER PAVEMENT M d d - 4 Q O o o O o o100 ad. a 4 . p0°0 0 p o 0 p 0 d ° 0 0 0 0 °0 0 0 o d 4 o 0 o 0 0 0 0 0 0 °0 0 o0 0 0 0 0 0 0 0 o O O° o ° O o o p o ° 0 0 0 0° o 0 0 0 O o U o O o 0 0 0 0 0 0 0 0 0 0 o O o p o O o O 0 o 0 ° U o O o 0 o 0 0 0 O o 0 o o O O o° 0 0 0 0 0 0 0 0 0 0 o n 0 n o 0 o 0 0° o° O o o 0 o n o 0 0 0 0 0 0 0\ 0</0<//X/0</0<//\\ MINIMUM 6" BASE COURSE WITH PRIME COAT (PER PAVEMENT SECTION) NOTES: SUB -GRADE PER SOILS REPORT 1. SLOPE SHALL PROMOTE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES. SLOPE TOWARDS OR AWAY FROM CURB AS REQUIRED. 2. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES, AND AT 45' MAX. INTERVALS IN STRAIGHT CURB AND GUTTER. PROVIDE #6 x 18" LONG SMOOTH STEEL DOWEL BARS WITH 1" 0 GREASE CAP THROUGH EXPANSION JOINTS. (J" THICK BITUMINOUS FILLER MATERIAL). 3. CONTRACTION JOINT: PROVIDE 2" DEEP x Y" WIDE CONTRACTION JOINTS AT 15' INTERVALS. 4. 2'-6" LONG TIE BAR ON 2'-6" CENTERS SHALL BE PROVIDED WHEN CURB IS ADJACENT TO P.C.C. PAVEMENT. 5. PROVIDE 2 #6 x 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB AND GUTTER. 6, REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 7. ALL RADII SHALL BE TRUE ARCS. 8. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. VALLEY GUTTER N TS NOTE 1. LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING ACCESSIBLE PARKING SYMBOL EPA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 N TS 11 11 ki I R. T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM 1211 REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE 00 °a TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" VAN PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW ' I -------GALVANIZED "U" CHANNEL POST �CD CDCD LLJ �n Q I 4" DIA. SCH 40 GALVANIZED STEEL m 5 PIPE BOLLARD PAINTED OSHA YELLOW Cf o � o FILLED WITH CONCRETE oV)I PAINT CONCRETE BLACK Ln LJ AFTER CURING ;1 o AT ASPHALT LOCATIONS i 4000 PSI CONCRETE I 1,-6n ACCESSIBLE PARKING SIGN N TS \►ej REVISION B1F=1= 0 U T D 60 S 111 No th River Road North Aurora, IL 60542 Phone: (800) 323-5664 Fax: (630) B97-D573 sales@helson.eom Model # H36-7-P-IG Dimension Sheet 37"±112" 47"±112a L - BY I DATE HEAVY-DUTY CHALLENGER 1 5 LOOPS 7 BIKES ELEVATION VIEW SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF .. 6u il=u 4u #,Ivt 2-318" O.D. ) GRADE WWI` ANCHOR ROD 10" CONCRETE GRANULAR NATIVE SOIL www.hclson.corn BIKE RACK N TS SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M 1'-01 I' -a- t5ffCMTRAG11 ROu DING 2131' MrgNi R. r•yp.I t CILM NOT INCLUDED IN WD ITEa+- � s4 + see "EO eO0E Sd 110oIPREr<III STLEWALK 0ETAIL-7KS SHEET J;I+ir:ILI_E" At�CUFF MN {SEE COUTRAL71 SLOPES irk nNp R. gTYF,I VYITH RAISED EDGE Np1'IH[1UpE01ffE10rrEhl- ] 9 iLN PFIERIC)LDED f ., FPaSHE❑ GRADE V IINI BEILDW JOINT PUER Top OF COP IE 5JRFACE x•c SICIEWALN ADJACENT TOGUFt13 r-Lr 1 -o-' NN ISTeECGHTRAI tnyws R rrrn.I RAU �' MR6 NOT INCLUDED IN 81V FrEl.1 - ' S• �1 3 6 [iN1�1� f p3 rszrn W ALL DR BARRIER &R67GE OR PEDESTRIAN .•' .-. RA,M JOIW FnLER ADJACENT TO CURB BARRIER - BEE 31pE1YALIl IMEP FILL SLOPESJ COuiRaC7 PLANI$ ISEE GOWRAI OA MARWER I Ir1-{IN1R (iYP.I � =Lu1 5f: CURB NQT INCLUt7Ea IN B10 TTEM $�E+4hlJS se ce' 'P . 1n' I IrL VER11CAL HIALi - Lot' II111 PREMOLOEO 3;EE EIVAI♦, tWN7. FIILLEF1 jTYP•I ADJACENT TO CURB AND RAILIP40 OR WALL • as NNf PrtEMOLDEG J0Iw MUM A. 319111WAL14 I BtIFFERS*WP IS*E CORTHACT S5R 7IQTE I01 12 IINI R SiIDE WALK ADJACENT TO WALL DETAIL J , TYP. i CuAB N0710CL CED IN 5+TT ITEM - 3 6k • 5' MAN E- . � t�2IIRIN FINLMt 11 GRADE 1-{IN}91eL04V TOP OF LUEICRE9 -• sLIRIPiawnNG -1LuSH IF Phvm ADJACENT TO BUFFER STFifF' I' ICI R '• `" ' ,'• BROOCAEOfl NI9H • • � .F % � +f-WIOE SM44TH �+ �• -'� ; - ,' TROINELEO PERiN;TER }RAISED ECGE DETAIL i� f f f EICt EH❑ 51dEVNILJS TMAN5YER9E aN IS TO INCLUDE RAISE) EDGE ■ - - :�;- CEMENT C0.41:9ETE CURB ICURB AND GLI N II 9HOVYWI NO' INCLUDED IN p10'TIM + For NOTI=S see STD PLAN 104.2, Paved Surfaces must Comply WM f� r STD PLAN 102.1 as appl-able. aA4- 1-111-TU Ua 4 C9NTRAGTION JOWT w IN SIDEWALK ONLY - `��,� _ F7LpaN9L0+aJ�arl naeozn w ••. .'`+ti• ro " � � .-1 •}.'�, ra �. ti � �� •..� GJRBANOSIE]EWALK;SEESTOPiIJI]Otl• L • ,+ IR �'+ra 'p JOW AND FINISH PREIUO16ED JOINT F E1ETAIL ILLER Ei EXPANS104 J(�INT C CONTRACTION JOIK[T PUBLIC WORKS CIRMENT CQNCRETIE PLAN — 10 +f * DEPARTMENT SIDEWALK 4LIA11 E::1J T. CEMENT CONCRETE SIDEWALK (OFF —SITE) ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. N TS IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS PAVING AND SITE DETAILS U ONO 0 O O I Cfl T Q ONO co O T LL W z O I— Cn W DATE: ILL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: C-8.1 z SHEET: OF, W 15 18 Cr R-394715 NE 1/4 OF S 321 T 23 N1 R 5 E co I W a. 0 00 N 0 a. o: 0� N J m I in 3 0 N Q O O: U Z Z Q 2 0 U) W a a Y in Z 0 Z w i Z 0 z to W Q Z J lL SAND - OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRR 4" MIN. 5/15"x2-I/2" GALVANIZED 3OL1 WITH GALVANIZED WASHERS. METAL POST I� c7 o �+ TOP or ANCHOR Z LOWER SQUAB r,nr � � s tA FINISHED �9 LINE 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTION5 ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CLASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO iLLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" IN POST WITH A 2 T 4"(IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE 51JB5TITtaTEp. SEE CONTRACT PLANS. ..3. PERFDRATED 5QUARE STEEL P05T SMALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 13-o6. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS Of WSDOT STANDARD SPECIFICATIONS 9-06 ANO 9-28. EDGE OF TRAVELED ROADWAY 34'�� 90 FOR REFLECTORIZED SIGNS: MOUNT FACING 3'(&!gree) OUTWARD IF SIGN IS 1yI1-1-iIN 350 FEET OF ROADWAY SIGN FACE ORIENTATION e. .. C, o. SIGN POST ` p P a �l 9 0 e s LOWER SIGN "1 (INJ CORNER T Q 13/' 8- P057 SUPPORT ({N�4rLANGED SHOOLDER BOLT WITI4 NUI AND WASHERS 2 RECUIRM (TYP,} Bd T STOP FQR GH POST TWO ST4 SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25" I HIEAVY-bUTY ANCHOR GALV., fAlw1 COMMERCIAL CONCRETE MOUN I11146 ON METAL POST SIGN MOUNTING ON SINGLE PUB11C WORKS METAL POST DEPARTMENT (ADOPTED) STD. PLAN— 129 APPROVED: 4 1 01. SIGN MOUNTING ON SINGLE METAL POST Roll Formed Bench(+Nre, Perforated) Top view —..-_F—........ 2' n�inuIul,1—luluL�r y iuiriulniia ilul '�EIyiFHH111 i noiiiin®lie¢ i�i�iiiIilnppliyyiilirGPai Iiiluiictinliniilnulul W-11 lRnn2AMR NEW aj ��r!o.2— -------- 2'-9 11a" 2'-9 118" Front View Back V iew Available Styles Perforated 0 Wire Page 2 t1 gauge Seat Side view }� 2'-0" 1 '-6 31a S18" rr'' r, 1 � 11 gauge Quantities (per bench) 1 A - Lachine MR - city 4 Ili - 5116"Washer - qty 4 IC - 5116" Nut - qty 4 - Steel Bench Leg w/o Back - city 2 3 - 11 Cage Steel Bench Seat vv Back - qty 1 4 - Steel Bench Leg bar - qty 2 BENCH NTS � � % NTS Side view 24" V-3 3/4" 22" Hardware 5116" 144achine head 5116"Washer Q 5116"Nut xNllp � ullllll s � � \NIIIII � ��� / Illllm uullll � � Ilium ullllll � � IIIIIIII illlllll � � Illlllu IIIIIIII o Illllui � ��� , , " — IIIIIIII � _�� Illlllu millll 4 =•� lllmu i18" scale 1/2 — 1' SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 5 PLANTERS F l� Planter Size 24" Dia. x 24" H. Plahlbe Size 36" ❑ia. x 3U' H. Planter Size 48" Din. x 30" H Item NO. FR2424 Item No PR3630 Item No PH4830 W13ight 40d Ibs. Weighl id3d Ibs Welght 157d Ibs Capital Style Capital Style Capital Style . I ,Capital Style � �• Capital Style I ' l Gapital Style �I I Planter Size: 1 S" Dia, x 24" High Planter Size; 18" Dla. x 30" High Planter Size: 26 314" Dia, x 24" High Planter Size: 26 314" Dia. x 3b" High Planter Size: 36" Dia. x 24" High Planter Size: 36" Dia, x 30" HI h Item No. CP1818 Item No. CP1830 Item No. CP2624 (tern No. CP2630 Item No. CP3624 ftem No. CP36SO Wai ht 233 Ibs. Weight Z95 1bs. Weight 550 Ibs. Weight 700 Ibs. Wei ht 76D lbs. Wei hi 1010 Jbs. I f r r -- _- ti - ' I l -- - PLANTERS WITH FLOWERS ADDBEAUTYTOANYSETTING. Be Creative with Planters! stake a varlety of designs: comor9, rows, or groupings. Use similar heights. simllar widths or vary he lights and widths. Change flowers with the seasons, Add trimmings for holiday decoraling. Planter size: 24" Dia. x 18:: High Planter size' 30" Dia. x 24" Hirgh Planter Size: Item No. 36" Dia. x 30- High VJP3630 Item No. WP2418 Item No. WP3024 Weight 275Ibs, Weight 5381bs. Weight 582lbs. I VERnCAL• NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM White Plains Style planters. Shown is SB5 finish. - � t Gapital Style planter. Shown is SB5 finish. Morrison Style planters - Shown in SB10 front left, SB4 front right and S66 back. DDoty & Sons Concrete Products, Inc. Toll Free 1-800-233-3907 Fax: 1-515�$95-UO35 ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. PLANTER NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS PAVING AND SITE DETAILS U N 00 O O C 1I W Q D N 100 co O O O T L.L W Z O I— Cn W DATE: 0LL 2/21/2019 FIELDBOOK: Z PAGE: O DRAWING NO: F— C-8.2 Z SHEET: W ` OF: 1 16 8 Cr R-394716 1 z 4 1 6 1 7 1 8 1 9 11 1 13 14 1 16 n PLANTING NOTES NE 1/4 OF S 32, ly T23N.R5E LU Z O U) w Ir ILL Z O F— Z LU Ir i- ;P J 0 G CD N CV CT) Q Ln H L1J CD w Ln N 0 CD r_ 0 Cl- Q 0 z Q � U-) J 0 N O CD C_ 0 K C_ 30 CD J) Q i C O C QJ i C 0 C _ C7 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO (1) VERIFY THE LOCATIONS OF UTILITY LINES IN AND ADJACENT TO THE WORK AREA, (2) PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD, AND (3) REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, MOWING, ETC.) OF THE PLANTING AND LAWN AREAS FOR THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A (1) YEAR PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH OF THREE INCHES. 15. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 16. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 17. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY. 18. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6" OF TOPSOIL. 19. REFER TO PLANS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 20. ALL LANDSCAPED AREAS ARE TO BE WATERED VIA DESIGN/BUILD AUTOMATIC IRRIGATION SYSTEM. 21. INSTALL A WEED BARRIER IN ALL LANDSCAPE BED AREAS. 22. PARKING LOT PLANTERS SHALL BE BERMED AT A 5:1 SLOPE. THERE SHALL BE A 1.5" CURB REVEAL ALONG THE BACK EDGE OF CURB TO PREVENT MULCH FROM SLUFFING ONTO PAVEMENT. LOT COVERAGE CALCULATIONS TOTAL SQUARE FOOTAGE OF THE SITE AND FOOTPRINTS OF ALL BUILDINGS: SI TE 35,526 SF BUILDING 8,261 SF TOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA(S): EXISTING BUILDING 2,542 SF IMPERVIOUS (NON -BUILDING) 18,886 SF PROPOSED BUILDING 8,261 SF IMPERVIOUS (NON -BUILDING) 18,198 SF SQUARE FOOTAGE (BY FLOOR AND OVERALL TOTAL) OF EACH INDIVIDUAL BUILDING AND/OR USE: BUILDING 8,261 SF PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: 74% 250 4th Avenue S. T (425) 275-9808 Cr_g fff:1CATE NO. MY Suite 101 F (425) 275-0272 Expires on 6-28-2019 Edmonds, WA 98020 WWW.PAcLAND.COM &proved by. Approved by. Approved by. Approved by. LANDSCAPE DATA N Co r- ►n r- LANDSCAPING REQUIREMENTS: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING WITH RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE 15 SF MINIMUM INTERIOR LANDSCAPE AREA 360 SF PARKING ANALYSIS NUMBER OF PARKING SPACES REQUIRED BY CITY CODE: 21 NUMBER AND DIMENSIONS OF STANDARD, COMPACT, AND ADA ACCESSIBLE SPACES PROVIDED: 24 SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER 8,296 SF INTERIOR 771 SF NUMBER OF SHRUBS FOR INTERIOR PARKING LOT (1) SHRUB PER 20 S.F. OF AREA REQUIRED 38 SHRUBS PROVIDED 40 SHRUBS CITY OF RENTON ----------------- Date ----------------- Date Date ----------------- Date NO. REVISION i PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME TREES ACER PLATANOIDES 'COLUMNARBROAD' / PARKWAY MAPLE O PYRUS CALLERYANA 'CAPITAL' / 'CAPITAL' FLOWERING PEAR THUJA PLICATA 'FASTIGIATA' / HOGAN CEDAR CALOCEDRUS DECURRENS / INCENSE CEDAR O THUJA OCCIDENTALIS 'SMARAGD'/ EMERALD GREEN ARBORVITAE \ ` + EXISTING TREE TO REMAIN GROUNDCOVER •••••••••••• ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK COTONEASTER DAMMERI 'CORAL BEAUTY/'CORAL BEAUTY' COTONEASTER GAULTHERIA SHALLON / SALAL HELITRICHON SEMPERVIRENS / BLUE OAT GRASS SJRVEYED. DESIGNED: TSP DRAWN DMD I NFG CHECKED TSP BY DATE APPJ APPROVED ( IN FEET ) 1 inch = 20 ft SIZE/COMMENTS SYM. BOTANICAL/COMMON NAME SHRUBS 2" CAL., MATCHED SET, B&B, 10' MIN.HT., QO EUONYMUS ALATA 'COMPACTA' / BRANCHED @ 5', SPECIMEN QUALITY DWARF WINGED EUONYMUS 2" CAL., MATCHED SET, B&B, 10' MIN. HT., (Z MAHONIA AQUIFOLIUM 'COMPACTA' / BRANCHED @ 5', SPECIMEN QUALITY COMPACT OREGON GRAPE 8' - 9' MIN. HT., WELL FORMED, B&B Q PRUNUS LAUROCERASUS 'NANA' / DWARF ENGLISH LAUREL 6' HT., B&B, FULL & BUSHY, ® RHODODENDRON 'PJM' / SPECIMEN QUALITY 'PJM' RHODODENDRON 5'-6' HT., B&B, FULL & BUSHY, ROSA 'NEARLY WILD' / MATCHED VARIETIES 'NEARLY WILD' ROSE PRESERVE & PROTECT Q SPIRAEA X BUMALDA 'DOLCHICA'/ DOLCHICA BUMALDA SPIRAEA ® TAXUS X MEDIA 'DENSIFORMIS' / 1 GAL. CONT., PLANT @ 18" O.C. DENSE SPREADING YEW CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / 'KARL FOERSTER' FEATHER REED GRASS 2 GAL. CONT., FULL & BUSHY, PLANT @ 3' O.C., VINES GREENSCREENS 1-800-450-3494: ® 1 GAL. CONT., PLANT @ 24" O.C. CLEMATIS ARMANDII / ARMAND CLEMATIS LANDSCAPE POTS 2 GAL. CONT., FULL &BUSHY. O SEE DETAIL SHEET L-2.0 FOR PLANT MATERIAL PLANT @ 2' O.C., SCALE AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM SIZE/COMMENTS Kipw what's below. l C II before you dig. t ► I I I� I CI I f I I j � I I I i I I I II j p I W , � a i i , II ' i I , I � I I 0 I I (pl I I I I 5 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY, SPACE @ 4' O.C. 5 GAL. CONT., FULL & BUSHY, PLANT @ 3' O.C. 18-24" SPRD., B&B, FULL & BUSHY, SPACE @ 4' O.C. 18"-24" HT., FULL & BUSHY, SPECIMEN QUALITY 5 GAL. CONT., FULL & BUSHY 2 GAL., CONT., FULL & BUSHY, PLANT @ 3' O.C. 5 GAL., CONT., FULL & BUSHY, SPECIMEN QUALITY. PLANT @ 4' O.C. 5 GAL., CONT., FULL & BUSHY, SPECIMEN QUALITY. PLANT @ 3' O.C. SG STAKE, SPECIMEN QUALITY, PLANT @ 3' O.C. SEE ARCHITECTURAL PLANS R=394717 DATE: CITY of RENTON FIRESTONE 08/25/2017 FIELDBOOK: RENTON PAGE 17808108TH AVE SE DRAWING NO: Planning/Building/Public Works Dept. LANDSCAPE PLAN SHED DF L-1.0 2 1213 --J4151677181 E F G `' i 4 i 6 7 10 I 11 12 13 14 i l 5 1 16 1/ 1- I t5 1 y LANDSCAPE DETAILS IRRIGATION DETAILS �N,E 1/4 OF S 327 T 23 N,- R 5 E GENERAL APPLICATION -COMPONENTS LOW VOLUME APPLICATION COMPO NENTS � NOTE: FOR INSTALLATION OF POINT OF CONNECTION WITHIN A STRUCTURE REFER TO THE NOTE: ALL FITTINGS TO BE GALV. -LINE FLUSHING VALVE -- - GENERAL CONTRACTOR AND MECHANICAL ENGINEER / CONTRACTOR. PAINT ALL GALV. PIPE WITH ONE COAT CARBON ELASTIC PAINT j!F-TLFV-1 j FINISH GRADE 1 COMPRESSION RING SEE SPECS 80 2-WAY !EE FINISH GRADE ------ �\ 6" ROUND � BLANK TL (TYP.) VALVE BOX TUBING + AIR / VACUU I BOX AMETEK BOX AMETEK BOX AMETEK / RELIEF VALVE --- ECONOMY 12" JUMBO STANDARD1" /r P L- A N TURF BOX BOX BOX QUICK 3/4"M x 1 /2"F TxT COUPLER Vul LATERAL (OR EXHAUST REDUCTION BUSHING HEADER) SEE SPECS 8" 2-PLY RUBBER HOSE TRIPPLE TEE 3/4' PVC COUPLING -- ;o � DOUBLE CHECK °r° SWING JOINT QUICK COUPLING VALVE SET (TxT) DOUBLE STRAND 12 GAUGE WIRE ELL FLUSH WITH FINISH GRADE VALVE BOX 3/4" SCH 80 RISER COVERED W 2-PLY RUBBER HOSE N UNI UNION UNION ELL IN LAWN AREA 3' ABOVE INSTALL PER SPECS 3/4" SCH 80 PVC NIPPLE —� - / FINISH GRADE IN OTHER AREAS ( ) (LENGTH AS REQUIRED) PAINTED FLUORESCENT ORANGE SIDEWALK, 0 0o CURB, ETC. i FINISH GRADE LAWN AREAS WHITE FLAGGING (TYR) 6" GATE �� 12' MAX. PVC TEE (SxSxT) BRICK SUPPORTS - 16 c, o TREE WRAP SLEEVE VALVE 2 CU FT TEE / FINISH GRADE SHRUB AREAS SHUT-OFF VALVE #TLSOV (THREE) o • • PEA G AVEL 3" NIPPLE AND ELL ! i yl _ 3/4" GRAVEL SUMP (BLANK TUBING MAY BE PVC PIPING 3/4" CRUSHED _:� o o`° 2 INCHES MULCH UNION 4 - 6" x 6" X 16' 2 C /FT LL i (1 CUBIC FOOT) ATTACHED TO OUTLET) GRAVEL SUMP 4 INCH DEEP SAUCER ° CONCRETE BLOCK PEA GRAVEL SCH. 80 MALE ADAPTER 1 — MAIN LINE • — 12" ROUND PLASTIC BOX AND 8' STEEL TEE POST �---------------� 8 12 COVER POLY TUBING METER BRICK SUPPORTSTHREE r BACKFILL MIX (AS REQUIRED) a III" STAINLESS STEEL CLAMP (THREE) CLAMPED TO PVC STAINLESS STEEL N RUNTODAY LIGHIT LINE PRESSURE QUICK a\ _I SIZE AND LENGTH AS REQUIRED INSERT FITTING CLAMPS UNDISTURBED SUBSOIL POINT OF REDUCING COUPLING Imo' I SCH. 80 PVC NIPPLE LINE FLUSHING VALVE START CONNECTION REMOVE BURLAP & ROPE METER CONNECTION BACKFLOW PREVENTER VALVE VALVE H SECTION - N.T.S. ' , AIR VACUUM R E L_I E F TEST COCKS TO FACE UP FOR TESTING PEA GRAVEL W SHUT—OFF VALVE (W� PVC R I S E R) sEcrl°N - Nrs� FROM TOP 1/3 OF THE BALL TO BE SET FOR FOR WINTERIZATION 3" +/- 70 PSI. BLOW-OUT AND ! SCH. 40 PVC (PLUMBED TO POLY) SECTION _ N.T S. ��NO CUTIN DETAIL PRESSURE TESTING ELBOW -- SCH. 40 PVC STREET ELBOWSCALE POINT OF CONNECTION INSTALLATION OF POINT OF CONNECTION OUTSIDE OF STRUCTURE PVC SUPPLY 3/4" DISC FILTER NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. LINE (SxSxT) --- SCH 80 PVC NIPPLE SIZE AND PVC MAINLINE REMOTE CONTROL - FITTING LENGTH AS REQUIRED VALVE 1" FPT 3/4" PRV 45 PSI LF TREE PLANTING 18" 1 PVC SUPPLY UNE PVC SUPPLY HEADER PVC MINIMUM TWO TIMES THE DIAMETER N.T.S. 8" 24" SLEEVE ( OF PIPE TO BE INSERTED INTO SLEEVE. ) / TOP OF SLOPE I OSCH. 40 PVC STREET ELBOW AIR/VACUUM RELIEF ASSEMBLY A f PLANTER �� 1-1/2" PVC PIPE STAKE LINE FLUSHING VALVE ASSEMBLY FLOW MAIN OR LATERAL H. y 2 INCHES MULCH - - - - - _ — (SC . 40 MIN. 36" LONG OR ( SEE LANDSCAPE NOTES WIRE — — — — — —_ STUB -UP AND PLUG AS SITE REQUIRES LATERAL TUBING PLANTER ---� PAVING WIRE SLEEVE (MINIMUM OF NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS 1 FOR TYPE OF MULCH) TWO INCHES PVC EXHAUST HEADER 2" MINIMUM CURB � CURB DIAMETER.) TOE � SLOPE CLEARANCE I IF SHRUB IS B & B, THEN TYPICAL QUICK COUPLING VALVE ASSEMBLY _ _ ((�� ��,,_ _ (� �, (� (� (�,� REMOVE BURLAP & ROPE 18" 24 NO SCALE U toot_o�t_o r cl, o E 0 `LY o 4 o`Z o/ o`iY lcOb o ' oq FROM TOP 1 /3 OF BALL BUILDING O O OU O O OU O Q OQ OQ O QO —BACKFILL MIX ENTROZT010 7 p n`f Y OZ T O`LT O O`C f' n` f�' n�i Y n f P' 4 UNDISTURBED SUBSOIL WIRE SLEE — — _ WI E, MAIN OR LATERAL = _ _ � �%� 1" x 3/4" SCH 40 SHRUB PLANTING SLEE --- ( MAIN OR % BRICK SUPPORT 1 Cu. FT. PEA RED BUSHING TxT 12" x 18" PVC OR POLY 2 LATERAL - % i / / (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE N.T.S. URB k" - 3w TYPICAL BUILDING WALL © 24" 18" © z Y z SIDEWALK <a 24" MIN. / LOW FLOW ZONE CONTROL VALVE KIT o a_ a- AUTOMATIC CONTROLLER ASSEMBLY WIRE TO BE WALL MOUNTED PLANTING SOIL SLEEVE COMMON WIRE SHALL BE TIED INSIDE ' L SECTION - N.T.S. GROUND COVER CURB HOUSING WHEN REQUIRED ROOT BALL 2 MULCH LINE OF CURB CURB ON - OFF SWITCH TO BE PROVIDED BY CONVENTIONAL OR E.Q. TO PLANT OR WALK CONTRACTOR SPACING ON TOP 2/3 SPACING HARD SURFACE PLANTING OF SLOPE �REMOTE CONTROL VALVE MF PAVING STRAIGHT CONDULET FOR WIRING CONNECTIONS = �- • ° • q" I I USING WIRE NUTS ASSEMBLY WITH DISC FILTER W Ypf �/ CONVENTIONAL SPACING AND PRV - - CA( r II ELECTRICAL CONDUIT TO INDEPENDENT PLUS 25% ON BOTTOM 1/3 OF SLOPE !g' SOURCE (CONTROL UNIT ELECTRICAL PVC OR POLY EXHAUST HEADER A NOTE: TAPER MULCH THICKNESS DOWN IY f�< RRIGATION FLAG II REQUIREMENTS: 115V., 60CYC, 2 AMPS MAX.) NOTE: j = TO TOP OF ROOT MASS. / TAPE CLOSED III NOTES: WIRE PLUMBED TO PVC OR PERIMETER LATERALS 2" TO 4" FROM ALIGN LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE MANUAL FLUSH VALVE VERTICAL STUB -OUT i COMMON E 10 BE WHITE AND CONTROL POLY MARKER PIPE OR WIRE TO BE BLACK IN COLOR (TYIP) I I EDGE OGROUND COVER DETAIL (4" POTS AND SMALLER) TRENCH ; • 1. IRRIGATION WARE OR 2. NO SPLICES SHALL BE MADE BETWEEN K SLOPE FEED LAYOUT Techline® CV DRIPLINE 2. METALLIC TAPE FINISH CONTROLLER AND REMOTE CONTROL VALVE CONTROL DETAIL - N.T.S. NO SCALE O \ 48" I FLOOR WIRING SEQUENCE CORRESPONDS Techline® START CONNECTION 3. TO OPERATING SEQUENCE OF REMOTE METALIC TAP I CONTROL VALVES AND AUTOMATIC CONTROLLER UNIT IRRIGATION WIRE STATION CONNECTION (SEE IRRIGATION PLAN -OR I REMOTE CONTROL VALVE WITH . PVC CORRECT VALVE SEQUENCE) --- SLEE � / I DISC FILTER AND PRV C FINISH GRADE ILEX CRENATA 'SKY PENCIL' MAIN LINE OR � SLEEVE FOR CONTROL WIRES PROVIDED BY GENERAL SKY PENCIL' JAPANESE HOLLY LATERAL LIN PVC EL / CONTRACTOR (2) PVC OR POLY SUPPLY HEADER 24" MIN. HT., FULL & BUSHY ELECTRICAL TAPE - TAPE WIRINGS AT INTERVALS OF SEE SPECS FOR DEPTH 10 FEET ON CENTER F AREA PERIMETER TYPICAL SLEEVING DETAIL CONTROL WRING (AWG OF TO CONTROL UNIT NO SCALE AT TERMINALS) WEED MAT (3) HEUCHERA 'FROSTED VIOLET-/ I CONTROL WIRE TO EACH R.C.V. FROSTED VIOLET' CORAL BELLS Techline® START CONNECTION MALE 1 CONTROL WIRE TO ALL R.C.V.'S ADAPTER 1 GAL. CONT., 18" MIN. HT., FULL & BUSHY BOX TO BE PLACED AT RIGHT ANGLE TO SIDEWALK, CURB, HARDSCAPE EDGE ETC. 12" SEE PLANS FOR LATERAL L _ AS NOTED D TYPICAL AUTOMATIC CONTROLLER ASSEMBLY _ � 12"X18" PLASTIC BOX AND COVER - ° SPACING MF WITH LOCK TOP ([�) USE Tie" GRAVEL BASE f 9" AT BOTTOM OF POT NO SCALE (WALL MOUNTED TYPE) J.R.-84 Techline CV CENTER FEED LAYOUT �� SUB GRADE WITH FILTER CLOTH 'MIRACLE GRO' POTTING SOIL CURL TYPE EXPANSION LOOP (MIN 24") �C{\- o o NOT TO SCALE DETAIL - C102 TO 2Y" OF POT LIP PROVIDE t2" BARK MULCH. WATERPROOFED WIRE CONNECTION ..... � i 1=' CHRISTYS I.D. TAG (STANDARD), .. . .......... " ' NON -PRESSURE SECURE TO SOLENOID j PIGTAIL LINE FITTING N SUBMF GRADE INSTALLATION /� \ FINISH GRADE N.T.S. 3/ LAWN AREA �, / MANUAL FLUSH VALVE PVC LINE PIPE PLUMBED TO PVC OR POLY HIGH VOLUME APPLICATION C O M P O NENS T Techline® CV DRIPLINE FINISH GRADE SHRUB AREA `T SOLENOID �� 3 0� " o"° FLOW ADJUSTMENT / Techline® START CONNECTION 12" MAX . cd cp o° �' / MALE ADAPTER TOP OF VALVE " qI " PEA GRAVEL (MIN. 3 CU. FT.) FUNNY PIPE ROTATOR NOZZLE: EXHAUST HEADER MATCHED PRECIPITATION / 3 18" MIN. PVC SCH. 40 MALE ADAPTOR ", � / � .. " MODEL AS SPECIFIED PVC LINE PIPE SPIRAL BARB FITTINGS i/2" STREET ELL / Techline® TEE PVC ELBOW SPRAY BODY: SIZE AS SEE CIVIL DRAWINGS FOR POT INFORMATION � SPECIFIED PVC LINE PIPE PVC SUPPLY LINE FITTING(SxSxT) 1/2" P.V.C. RISER LENGTH COMMON WARE AS REQUIRED GROUND POT PLANTING DETAIL P.V.C. TEE P.V.C. TEE \ IREMOTE CONTROL VALVE 4NO NOTE CONTROL WIRE •� \ ITH DISC FILTER AND PRV SCALE 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED. j f—P.V.C. LATERAL LINE -P.V.C. LATERAL LINE \ NOTE: SIDE INLET CONNECTION SHOULD -- - - - 2. WHEN MORE THAN ONE VALVES IS LOCATED IN THE SAME AREA, PROVIDE A SPACE A MIN. OF 3 FEET APART. FLEX PIPE SWING JOINT P.V.C. SWING JOINT NOT BE USED IN FREEZING CLIMATES. -94 \ AREA PERIMETER I 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. \ SUPPLY HEADER TYPICAL REMOTE CONTROL VALVE ASSEMBLY O HEAD TO LATERAL PIPE CONNECTIONS SPRAY BODY W/MATCHED \� ERECIP. ROTATOR NOZZLE •�- NO SCALE (STRAIGHT TYPE) N.T.S."TSx�eecchline CV IRREGULAR AREAS: Triangular N.T.S. e - SCALE DETAIL - C104 I� s � , .T,v or wA�;t 1A, S6�I�E ARCHITECT 250 4th Avenue S. T (425) 275-9808 Suite 101 F (425) 275-0272 ,"1, Edmonds, WA 98020 WWW.PAcLAND.COM Fvniroc CITY OF REN TON Approved by -- — — — — — — — — — — — — — — — — — — Date ---- Approved by: — — — — — — — — — — — — — — — — — — Date -------- Approved by: — — — — — — — — — — — — — — — — — — Date-------- Aoornveci by n„+o TSP AS NOTED CITY OF DMD I NFG ONE INCH DATUM REN TON TSP AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY RENTON FIRESTONE 17808 108TH AVE SE LANDSCAPE &IRRIGATION DETAILS 061/26/2017 L-2.0 2 1121314151617 e