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Home My WebLink AboutzR-3980SetGENERAL NOTES ;_ LLJ I 0 0 0 0 U I N I U I 0 z N i 0 N co L,j V) 0 i E U 0 0 CD i N ai i.7 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2016 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 5. VERTICAL DATUM: CITY OF RENTON, 1988 NAVD. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 7. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING/CONSTRUCTION LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP5 REMOVED IF APPROPRIATE. CITY OF RENTON EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. 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. 4. 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. 5. 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. 6. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. Know what's below. Call before you dig. coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com PERMIT CONDITIONS OF APPROVAL 1. BUILDING ON LOT 5 SHALL BE CONSTRUCTED WITH A FIRE SPRINKLER SYSTEM. 2. APPLICANT SHALL SUBMIT STRUCTURAL CALCULATIONS FOR THE STORMWATER DETENTION TANK CONFIRMING THAT THE TANK CAN SUPPORT A 30 TON LOADING WITH 75-PSI POINT LOADING PRIOR TO CONSTRUCTION OF THE STORMWATER DETENTION TANK OR FINAL RECORDING OF SHORT PLAT, WHICHEVER COMES FIRST 3. PRECONSTRUCTION MEETING REQUIRED PRIOR TO THE START OF WORK. 4. BOND OR CASH SURETY IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. LIMELITE SHORT PLAT - U15006542 RENTON, WASHINGTON SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. AFTER CONSTRUCTION ACTIVITY IS COMPLETE THEY MUST BE REMOVED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). SURVEY INFORMATION 1. METHOD OF SURVEY: INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. 2. VERTICAL DATUM: PER CITY OF RENTON SURVEY CONTROL PT #1863; CONIC MON ® INTX OF 116TH AVE SE & SE 168TH ST, ELEV=459.08' 3. BASIS OF BEARINGS: PER CITY OF RENTON SURVEY CONTROL, THE EAST LINE OF NE QUARTER SEC 29-29T-R5E BEARS N01'47'08"E. 4. EXISTING LEGAL DESCRIPTION: THE NORTH HALF OF LOT 6, BLOCK 4 OF AKER'S FARM NO. 6 AS PER PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. 5. SEE SURVEY FOR MORE INFORMATION. SURVEYED: SCALE: nI��w983/1991 1988 7 SHARED DRIVEWAYS MB 3 29 17 PA DESIGNED: 1 =10>' HORZONTNAD 6 CITY COMMENTS MB 9 09 16 PA MB 5 CITY COMMENTS MB -8/-15/1-6 PA DRAWN: MB 4 CITY COMMENTS MB 7 07 16 PA CHECKED: ONE INCH DATUM PA AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY co < 77777777/7 SE 162ND STREET co PROJECT SITE SE 164TH STREET VICINITY MAP SCALE 1 " = 200' ABBREVIATIONS BC: BOTTOM OF CURB BW: BACK OF WALK TC: TOP OF CURB EX: EXISTING DI: DUCTILE IRON SD: STORM DRAIN SS: SANITARY SEWER W: WATER CIVIL SHEET INDEX C1 COVER AND NOTES C2 PERVIOUS CONCRETE SPECIFICATIONS C3 TESC PLAN C4 PAVING AND GRADING PLAN C5 DRAINAGE AND UTILITY PLAN C6 FRONTAGE IMPROVEMENTS- SE 162ND ST C7 ROADWAY SECTIONS- SE 162ND ST C8-10 FRONTAGE IMPROVEMENTS- 114TH AVE SE C11 ROADWAY SECTIONS-114TH AVE SE C12-16 CIVIL DETAILS SOOS CREEK WATER AND SEWER DISTRICT PLANS 1 SEWER PLAND AND PROFILES & NOTES 2 MATERIALS & SURFACE RESTORATION 3 CONSTRUCTION PROVISIONS 4 SEWER DETAILS CONTACTS OWNER LIMELITE DEVELOPMENT CIVIL ENGINEER COTERRA ENGINEERING 321 3RD AVENUE , SUITE 406 SEATTLE, WA 98104 CONTACT: PETER APOSTOL, PE TEL: (206) 596-7115 SURVEYOR GEODIMENSIONS, INC 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 CONTACT: EDWIN J GREEN TEL: (425) 458-4488 PLANNER TERRANE FORMERLY (GEODIMENSIONS, INC) 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 CONTACT: ANDY MCANDREWS TEL: (425) 458-4488 LANDSCAPE ROOT OF DESIGN 7104 256TH ST NW #218 STANWOOD, WA 98292 CONTACT: DEVIN PETERSON TEL: (206) 491-9545 ELECTRICAL TRAFFEX 11410 NE 124TH ST., #590 KIRKLAND, WA 98034 CONTACT: LARRY HOBBS, PE TEL: (425) 522-4118 UTILITY PURVEYOR SOOS CREEK WATER AND SEWER DISTRICT 14616 SE 192ND ST RENTON, WA 98058 TEL: (253) 630-9900 SAFE WALK TO SCHOOL PLAN LITCHEFIELD ENGINEERING 12840 81ST AVENUE NE KIRKLAND, WA 98034 CONTACT: KEITH A. LITCHFIELD TEL: 425-821-5038 ILLUMINATION PLANS IL1 ILLUMINATION PLAN IL2-3 ILLUMINATION DETAILS IN COMPLIANCE WITH CITY OF RENTON STANDARDS LANDSCAPE PLANS L1 LANDSCAPE PLAN LIRRIENT PLANNING DEVELOPMENT ENGINEERING � L2 LANDSCAPE PLAN davis 06/20/2017 Brianne Bannwarth 06/22/2017 1 SAFE WALK TO SCHOOL PLAN SURFACE WATER UTILITY UTILITY SERVICE NOTES rstraka 06/20/2017 0 COORDINATE BLDG. SYSTEM CONNECTION SIZES, LOCATIONS AND INVERT ELEVATIONS WITH PLUMBING CONTRACTOR. VERIFY THAT THERE ARE NO CONFLICTS WITH PROPOSED SYSTEMS AND OTHER UTILITIES. 2. COORDINATE INSTALLATION OF NEW WATER AND SEWER SERVICES WITH CITY OF RENTON AND SOOS CREEK WATER DISTRIC. 3. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE METER, LINE SIZE, AND FDC LINE SIZES PRIOR TO CONSTRUCTION. CONSTRUCTION PERMIT SUBMITTAL -] DATE: 5/3 Z CITY OF LIMELITE SHORT PLAT FlELDB5/31/17 RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING NO: Planning/Building/Public Works Dept. COVER AND NOTES ci SHEET: OF: R-398001 2 FINISH GRADE z M N TREE STAKE PREVAILING ROOTBALL WIND TRUNK TREE STAKE PLASTIC TREE TIES WOOD STAKE, STAKES SHOULD ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY z EH 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION I I I 1=1 I s�opFl Irr. I'�• �oQ I CONCRETE SIDEWALK 3x MINIMUM ROOTBALL DIAMETER RECOMPACT SUBGRADE NOTES: n TREE PIT SHALL NOT BE LESS [-4.] TREE STAKES PERPENDICULAR THAN 3 TIMES ROOT BALL DIA.1 ITO THE PREVAILING WIND 2❑ CUT ALL TIES AND FOLD RACK RLAP 5❑ PLANT TREES 2" HIGHER THAN FROM UPPER 1 3 OF ROOT BALL DEPTH GROWN IN NURSERY 3❑ REMOVE ALL PLASTIC AND TWINE TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS REMOVE BURAP TWINE OFF TOP 1 3 3-4" MULCH FINISH GRADE ROOT PENETRATIONI RECOMPACT SUBGRADE ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TYPICAL SHRUB PLANTING DETAIL NTS DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Print Form Reset Form Save Form CITY OF -----Renton TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 11 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerouS2 trees Trees in proposed public streets trees Trees in proposed private access easements/tracts trees Trees in critical areas' and buffers trees Total number of excluded trees: o trees 3. Subtract line 2 from line 1: 11 trees 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 3 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: 8 trees 6. Subtract line S from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) (5) trees 7. Multiply line 6 by 12" for number of required replacement inches: (56) inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 0 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) o trees Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. "Count only those trees to be retained outside of critical areas and buffers. s The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-1301-17a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/201E CANOPY DRIP LINE NO TRESPASSING 'ROTECTED TREE' iIGN POSTED EVERY 50 "EET (MINIMUM OF 2). VEGETATION AND TREE FENCING SHALL BE A MINIMUM OF 6' HIGH TEMPORARY CHAIN LINK FENCING WITH 10' LACING BETWEEN POSTS. PROTECTION MEASURES DURING CONSTRUCTION: 1. CONSTRUCTION STORAGE PROHIBITED: DO NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO \ BE RETAINED. J 2. FENCED PROTECTION AREA REQUIRED:PRIOR TO DEVELOPMENT ACTIVITIES, A 6' HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET FOR EVERY ONE INCH OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION j TRACT. PLACECARDS SHALL BE PLACED ON FENCING IF LESS THAN 50' INDICATING THE WORDS, 'NO TRESPASSING -PROTECTED TREES' OR ON EACH SIDE OF THE FENCING IS LESS THAN 50'. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. 3. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, A DRY ROCK WALL OR ROCK WELL SHALL BE CONSTRUCTED AROUND THE TREE. THE DIAMETER FO THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 4. MULCH LAYER REQUIRED; ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF 3" OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. PROTECTED ROOT ZONE WITHIN THE CANOPY DRIP LINE - ACTUAL FEEDER ROOTS EXTEND WELL BEYOND DRIP LINE RENTON TREE PRESERVATION DETAIL NTS n INSTALL GROUNDCOVERS DEPTH PLAN VIEW OF SPACING NC�I�I]:]�.Y.yh[e»ii111�Ii:� JMULCH. VERIFY SAUCERI L TYPICAL GROUNDCOVER PLANTING DETAIL NTS Tr" # Species (federal code) Size inches Current health rating (good, fair, had) Drip line radius - North Duip line Son t1h Drip line East Drip fine Wes, 1 AEHI 2 3.5 good 17 20 20 1S AEHI 19-51 arood 1.1 13 15 18 3 P ME 26-5 good 18 25 15 1S 4 PE '0 Lyood 18 Is 15 15 5 P ME 22-8 good 18 15 15 6 PE 29 flood 18 24.6 15 15 7 P I E 24.5 good 18 25 15 15 8 PS M E 1.8 good 18 15 15 15 9 P ME 21-8 i2ood t S =0 15 15 10 P ME 30-5 good 18 'S 15 15 11 PhE I4-9 goad 1s = 1 35 15 trees on sites Douglas fir, Pseudc suga menzi+esii. P ME horse chestnut. Aesculus hippocastanum, AEHI NOTES: MULCH TREE PIT MIN 5-0" LENGTH X FULL PLANTING STRIP WIDTH BETWEEN CURB AND SIDEWALK (FOR PLANTING STRIPS LESS THAN 6'-0" WIDE) OR PROVIDE 5-0"DIA MULCH RING FOR PLANTING STRIPS WIDER THAN 6'-0". STAKE TREE WITH (2) TREATED 2" LODGEPOLE PINE DOWLED TREE STAKES (8'-0" LENGTH) LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. "CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" SIZED) NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND HALF - TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 2"-3" MULCH DEPTH (TAPERED AT TRUNK) SIDEWALK 18" ROOT BARRIER AT SIDEWALK ROUGHEN SIDES OF PLANTING HOLE TO MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB ROOT BARRIER; PLACE AT EDGE OF PAVEMENT/SIDEWALK/ETC.; PLACE PRIOR TO PLACEMENT OF NEW SIDEWALK OR CURB TO PREVENT UNDERMINING. TOP SOIL TYPE B, OR AS ' APPROVED BY ENGINEER. REMOVE ALL WIRE, STRINGS, AND OTHER NON -BURLAP MATERIAL; AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. CL �I 2'-0" MIN2" S-6" MIN MIN WIDTH OF TREE PIT = 2 TIMES ROOTBALL DIAMETER _ OR 5-0", WHICHEVER IS GREATER MULCH AREA TO BE CLEAR OF GRASS, WEEDS, ETC. TO REDUCE COMPETITION WITH TREE ROOTS NOTES: 1. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION. 2. SHAPE SOIL SURFACE TO PROVIDE 3" DIAM WATERING RING. 3. TREE CLEARANCE SHALL BE PER STD PLAN NO 030. 4. SEE STD PLAN NO 424 FOR TREE PIT DETAIL. 5. ADJUST TREE TIES DURING ESTABLISHMENT TO ALLOW ROOM FOR GROWTH (@ 1" SLACK). 6. ROOT BARRIER REQUIRED ALONG EDGE OF ROADWAY, CURB, DRIVEWAY, TRAIL, SIDEWALK, OR OTHER STRUCTURES WHERE ROOTBALL IS WITHIN TWO FEET; PLACE VERTICAL ROOT BARRIER AS SHOWN IN STANDARD PLANS 424A OR 424B UNLESS OTHERWISE INDICATED IN THE CONTRACT OR DIRECTED BY THE ENGINEER. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT CURB & SIDEWALK GRADE. 3" TO 4" HIGH WATERING RING (SEE NOTE 2) 24" ROOT BARRIER AT CURB. DECIDUOUS TREE PLANTING IN PLANTING STRIP NTS TREE PIT DEPTH = ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION). DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL. DRIVE STAKE AT ROOTBALL EDGE (TYP) (SEE NOTE 1) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK. STANDARD PLAN NO 100a, CITY OF SEATTLE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE I MPROYEMENTS AND CONDITIONS PRI O TO 5TARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXGAVAT I N6 TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR 15 TO PROMPTLY ADV 1 SE OWNER OF ANY DISTURBED UTILITIES. LOCATION 5ERV I GE PHONE I -aOO-424-5555. 5. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR I YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING allANT I T I ES OF PLANTS THAT ARE REPRESENTED BY 5YMBOL5 ON THE DRAW I N&. 5. 5UBGRADE 15 TO BE WITHIN 10 -L INCH OF I FOOT AS PRO\/I DED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS $ STICKS LARGER THAN 2 INCH DIAMETER. 6. 4 INCH DEPTH TOPSOIL IN LANDSCAPE AREA. 7. 2 INCH DEPTH, 2 FOOT DIAMETER BARK RING AROUND BASE OF STREET TREES AND OTHER TREES LOCATED IN LAWN. 5. GROUND COVERS SHALL BE PLANTED IN AN EGU I LATERAL TR I ANGULAR SPACING PATTERN AT THE ON -CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING, 511DEWAL<S, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, S 1 DEWALK, ETC. MINIMUM PLANT I N6 DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. q. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK LATEST EDITION. ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATI \/ES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANGHEID, WELL PROPORTIONED, AND HAVE A VIGOROUS WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. TREES, SHRUBS AND GROUNDCOVER aUANT I TI ES, SPECIES, VARIETIES, SIZES AND CONDITIONS TO BE AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE FREE OF DISEASE, INJURY, INSECTS, DEGAY, HARMFUL DEFECTS AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT O OWNER. 11. NO PERMANENT IRRIGATION 5YSTEM 15 PROPOSED. TEMPORARY IRRIGATION SHALL BE REOU I RED FOR THE FIRST 5 YEARS OR UNTIL PROPOSED PLANT MATERIAL 15 ESTABL I SHED. PLANT MATERIAL SPECIFIED TO BE NATIVE OR DROUGHT TOLERANT AS DETERMINED BY LANDSCAPE ARCHITECT. 12. THE AVERAGE SPAG I N6 FOR STREET TREES SHOULD BE 40 FEET ON CENTER AND ADJUSTED TO ALLOW FOR SIGHT LINES, UTILITIES, TRAFFIC 51 GNS, LIGHT STANDARDS, DRIVEWAYS AND OTHER STREET APPURTENANCES. 15. TREES IN THE RIGHT OF WAY MUST BE PLANTED TO THE FOLLOWING STANDARDS: PLANT TREES IN THE CENTER OF THE PLANTING STRIP WIDTH. 6 FEET FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES 00> WATER, SEWER, ELECTRIC, GAS). 10 FEET FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MARGIN, 25 FEET FROM STREET LIGHTS, 40 FEET FROM THE CORNER OF INTERSECTIONS, STOP 5I GNS, AND YIELD SI GNS. AT LEAST 72 HOURS BEFORE YOU PLAN TO DIG, YOU MUST GALL 811 TO REQUEST THAT THE LAST LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES (GAS, WATER, ELEGTRI G, ETC.) BE MARKED ON YOUR PLANTING AREA. <NOWI NG THESE LOCATIONS IN ADVANCE MAY SAVE YOU TIME AND MONEY BY PREVENTING AN ACCIDENT. d) # U- p � •� 4z C: Z 1- M �� 0)1It � ri U- A) -6 O 4-1 � 10 O Nr0) PROJECT TITLE State of Washington registered Landscape Architect Pevin Peterson certificate no. 1222 Z a a J � a Z O W W a LU Q N N a H Z a 0 N J N NG I.II.117 NG E D 03.16. J 1 REVISED DATE REVISED DATE L2 R-398018 TREE DENSITY TABLE LOT LOT 51 ZE MIN. SIGNIFICANT TREES REQUIRED NEW TREE51 IRETAINED TREES [COMPLIANT 0 5,055 SF 2❑ 2 ® 2" GAL I PER O❑ YES 2❑ 5,055 SF 2❑ 1 (P 2" CALIFER1 YES 11 TREE @ 50.5" GAL. 0 5,Q42 592❑ 1 -7 TREEG L IS"-2�i" YES 4 8,852 SF ® 4 9 2" GAL I PER 0 YES 5 2 lf=LANT SC.,HEDULEI DV I i-tIVlVi-tL IVi-tl"IC / VVI"II"IVIV IVf-tl"IC Corpus kousa 'Chinensis' / Kousa Dogw Street Tree Lot Landscaping Tree / TSD All trees planted must include a 2" dep mulch ring with a 2 ft radius around the tree. GROUND COVERS 507ANICAL NAME / COMMON NAME ,Arborist Chips Landscape Area All ground covers must be a min. 4" pot, planted in triangular spacing. All shrubs must be a min. 2 gallon container size, planted with a min. 2" mulch depth. Turf Sod / Drought Tolerant Fescue 51 0TY 1,121 sf 2,7Q5 sf 10,547 sf NOTE: -DETAIL LANDSGAFE FLAN TO E3E SUEM 1 TTED WITH E3UILDING FER�-1I7 Ai=i='LIGATION. -ALL fi ER\/IOUS AREAS TO E3E LANDSGAi=ED. -STREET FRONTACGE LANDSGAfi=E TO INCLUDE A 1M I XTURE OF TREES, SHRUE35, AND GROUNDGOVER. -DRIVEWAY LAYOUTS ARE Ai=fi='ROX 11MATE AND WILL 5E Uf= DATED AT E3U I LD I NG f= ERM 1 T. LANDSC.,AFE CLAN SCALE : III — 10, — II DETAGHED SINGLE FAMILY DEVELOPMENT: 7WO SIGNIFICANT TREES ARE REQUIRED FOR EVERY 5,000 5F. LOT AREA EX: 2 - MINIMUM NUMBER OF TREES 1!51000 # Q Z 4-1 O 7 Q 4-1 0 Q cV r ct1 � VOL PROJECT TITLE State of Washimton registered landscape Architect nevin Peterson certificate no. 1222 z a a J � a Z 0 W W a W a N LU U > N a o z a N J QATF mN 1.11.1"1 NC-7Eo 05.16.1� i REVISED DATE REVISED DATE Ll R-398022 z M o - r 0 0 _j -0 rf) cl: 0 re) Ci fn cV co Uj V) V) _j 0) __j 0 V) Ld II-_ Uj (D rr O 0 E-4 C) n 001, M 1-, n Z R OF WN wo >-. W Z ZO Z Z 3� D 0 UZI S2 Y) w 0 C3 y 0 0 a- 0- < a_ a_ < REFER TO WSDOI LOCKING LID STANDARD DUTY JUNCTION BOX TYPES I & 2 ,NtANDARD PLAN J-40.10-03 SPLICE KITS CLEAR EPDXY S W, E Kip ON ALL THRU SPLICE 4' CONCRETE PAD l gget,5p IM 2' MIN, #J5 BARE COPPER GROUND "RE :I rll 1 -#a EQUIPMEN 'U 'j WIREW/MCN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSrEV- WIRES TO CONTACTOR (SIZED AS REOV.) 5/W'x8' COPPER CLAD GROUND ROD LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINAIRE 3 AMP W USE FUSE KITS LUMINAIRE WIRES WILLBE.#42 S.E.C. OR EQUAL AW IN A JACKETED CABUEi #0 GREEN INSULATED WIRE �1 TO FIXTURE GROUND LUG GROUND LUG WM IMUM tXR0�10 HOtE 2' MIN. GROUT TOP Of CONCRETE 1`000AnoN To _ Sr_ UNDER POLE BASE—, BCE LEOAM! VV_ WTH TOP OF SIDEWALK I i PL GROUND CLAMP II------------ 2"YPVCSTEM CONDUIT I II II S CONCRETE ---------------- J_L FOUNDATION 5' SO. OR DIA. U—OTES. 1. EQUIPMENT GROUND WIRE do BARE "RE SHALL BE SECURELY FASTENED TO 1HE: GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WRE OF FHE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE. POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED %RE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. in. FILM - Ito PUBLIC WORKS TYPICAL LIGHT11ING DEPARTMENT UNDERGROUND SYSTEM A : I APPRO�,.ED:. ......................... ....................... .......... ------- ....... ------ ....... .... 0 0 C) 3' STREET LIGHT POLE\ �JUNCTION BOX PLAN VIEW 4" DEEP SIDE VIEW LIGHTING STANDARD & JUNCTION BOX PLAN VIEW INDIVIDUAL JUNCTION BOX NOTE: CLASS V CONCRETE TO BE USED IN CONSTRUCTION OF PAD PUBLIC WORKS CONCRETE PAD DETAILS SM. PLAN - 120 DEPARTMENT WYE SPLICE SPLICE KIT FUSE KIT FUSE KIT & SPLICE KIT DETAILS y 0 7 *,ON-s ADOPTED CITY OF RENTON + + MR 1R, Standard plans 6) LST DATE: 11/5/96 DATE I REVISION IBY DWG. NAME: JR-12 SP PAGE:JO13 :4-j- A --------------- 1 1 1 �_, _Lj I U a: is I ow u z < gi:i 0-1 Of z C-4 L0 R < Z 5 0 Q of. 2 Z11 5 g DOW_ H is M 0 & ME 011 . :5 Ls ro 0 Of_ z > JX!: UiI -2- - 0 > 0 z C a 50 ---- C ct LUtR 1 wo?l - L- �3 ;z. .1 0 i ot _w 2 w Z< S *E a , 4wi� j of m< N r z Le; E z C) ------------- L z .4 01 PUBLIC WORD SERVICE CABINET SM. PLAN 122.1 DEPARTUM WITHOUT IIIIIIIIIIIIIS STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120Z240 VOLT 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT II BRANCH BREAKERS 120/240 VOLT TEST 16 POLE SWTCH TERMINAL BLOCK — CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL MOUNTED ON NEAREST LUMINAIRE < fh F z 1 UTILITY PLUG (GFI) STREET LIGHTING CONTACTORS TO GROUND ROD WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) . 3 PUBLIC WORKS STREET LIGHTING CONTACTOR. PROVESMFLAN — 12 , DEPARTMENT CABINET SCHEMATIC 4111111- Taff NORTHWEST �X TRA F-F-1c EXERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 w 4-17-17 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION ATION OPERATION 1 06/22/2017 Cbarn:s + CONDUIT ENTR. AREA k PLAN VIE SIZE To FIT SIZE TO FIT CABINET CABINET 0' *r4 �_611 --Grade Level jr L- 4 F FRONT VIEW STREET LIGHT CONTACTOR FOUNDATION Shim to plumb Shim to plumb La -IV —See Note 3See Note 3 #4 hoops +1 1 #4 hoops #4 bar each corner 10 1 r-Y4 bar each canner If 45, MIN to 2" 3/8" diameter piastic or -In Q\_3/a" diameter plastic drain SIR f-a" cabinet depth Cabinet depth 1. + 2- #4 bar each corner � #4 bar each corner PLAN VI W PLAN ME PAD MOUNT PADMOUNTCONTROLLER CABINET FOUNDATION BAIERY 162= (11115) FOUNDATION For NOTES see Std. Plan 126.2 PUBLIC WORKS CABINET FOUNDATION DETAILS ROVESTD. PLAN 126.1 DEPARTMENT o 1111,2- 1-Ii! K-JUbU I I TREE DENSITY TABLE LOT LOT 51 ZE MIN. SIGNIFICANT TREES REQUIRED NEW TREE51 IRETAINED TREES [COMPLIANT 0 5,055 SF 2❑ 2 ® 2" GAL I PER O❑ YES 2❑ 5,055 SF 2❑ 1 (P 2" CALIFER1 YES 11 TREE @ 50.5" GAL. 0 5,Q42 592❑ 1 -7 TREEG L IS"-2�i" YES 4 8,852 SF ® 4 9 2" GAL I PER 0 YES 5 2 lf=LANT SC.,HEDULEI DV I i-tIVlVi-tL IVi-tl"IC / VVI"II"IVIV IVf-tl"IC Corpus kousa 'Chinensis' / Kousa Dogw Street Tree Lot Landscaping Tree / TSD All trees planted must include a 2" dep mulch ring with a 2 ft radius around the tree. GROUND COVERS 507ANICAL NAME / COMMON NAME ,Arborist Chips Landscape Area All ground covers must be a min. 4" pot, planted in triangular spacing. All shrubs must be a min. 2 gallon container size, planted with a min. 2" mulch depth. Turf Sod / Drought Tolerant Fescue 51 0TY 1,121 sf 2,7Q5 sf 10,547 sf NOTE: -DETAIL LANDSGAFE FLAN TO E3E SUEM 1 TTED WITH E3UILDING FER�-1I7 Ai=i='LIGATION. -ALL fi ER\/IOUS AREAS TO E3E LANDSGAi=ED. -STREET FRONTACGE LANDSGAfi=E TO INCLUDE A 1M I XTURE OF TREES, SHRUE35, AND GROUNDGOVER. -DRIVEWAY LAYOUTS ARE Ai=fi='ROX 11MATE AND WILL 5E Uf= DATED AT E3U I LD I NG f= ERM 1 T. LANDSC.,AFE CLAN SCALE : III — 10, — II DETAGHED SINGLE FAMILY DEVELOPMENT: 7WO SIGNIFICANT TREES ARE REQUIRED FOR EVERY 5,000 5F. LOT AREA EX: 2 - MINIMUM NUMBER OF TREES 1!51000 # Q Z 4-1 O 7 Q 4-1 0 Q cV r ct1 � VOL PROJECT TITLE State of Washimton registered landscape Architect nevin Peterson certificate no. 1222 z a a J � a Z 0 W W a W a N LU U > N a o z a N J QATF mN 1.11.1"1 NC-7Eo 05.16.1� i REVISED DATE REVISED DATE Ll R-398022 ca ,� D-R A XA1 I KI R D ,z — ., Hw- - CONTRACTOR SHALL COMPLY WITH THE CITY OF o L NAVD-88 w - . RENTON'S TRENCH RESTORATION AND STREET w �, w OVERLAY REQUIREMENTS. ~ W '�' ` L�] = c - - -- - - o� L moo CD o SE 162ND ST STA 1 Q+D = 1 +'AVE-SE STA--20*0 - .. - - - . - -- - _ - -- - — - — - F w - - -- S=� I_ � o 1- - - - - d. — -- — _ - - • In - - - - — - - - CONC MONUMENT 4Vf BRASS DISC - _ - _,� �:. N 1700$4.65 q _ ca a "' +" E 1315d87.02 012 SE � 2N ST SEE S00S CREEK SEWER MAIN - -� LJ o I + w rs ~^ SS$' 29' 3$_90"E 1 d+SQ PLANS FOR SANffARY SEWELt 1+00 'MPRQVEMENTS �fiYF) - I R2'M E 8 W&E-�47,�7,54 --- - -- ---- - --. - - 11+so I i �' ' 12+00 CB #9 12+50 )01 483.43t (j - — RIM=483 43 - EL CHK , — -- 297 . A { 30 31, 13,00' RT 482-90f(E) END C 'AND GUTTER ---- - __ GRAE2:1 MAX& MATCFr 'EX DITCH S�q-GRADES 493.7 4'X5'X12," THICK RIP RAP ACP RAMP, SLOPE AT 12:1 STA 1Q+37.99; 3R. — — fv�AX, M4TCH EX GRADE w _ RAiif RECORDQRAWING �C 4' WIDE LANDING- WAS co .. �wog �I� _ zG INFORMATION -ADD D BY TERRANE, INC. 7STA 10+12.99, 37.99' RTlv� - P f t� 5 SENTS THE RESU TSO F�A—SURVEY CONDUCTED I JULY, 201 AAL L A-S" 1 W LLI 495 475 470 455 CD 6 CD + EX TOP OF CURB ELEVATION Ii rn o n o �u'� a PROPOSED TOP OF CURB ELEVATION 0 cc + u SLOPE AT 2.0% MAX STA 1;1+30,3:1, -24,,00',.RT END #)EWALIt 8 i 1 N W T � U] W I 1 07% + m� � cn � cn u� c� � w 1-79% SEE SHEET C8 FOR 5D PROFILE SEE SHEET SS1 FOR SODS CREEL( SEWER EXTENSION PLANS �� co CD CD mom 10+50 174 LF 12" SD 1,5% EX GRADE AT ROADWAY CENTERLINE �ECL� � re) � ��L �cn� � � O 00 ¢ � � � U C3� - UU� (..i L7� UU� m —m mI— m mom mI— m 11+00 11+50 SE 162ND ST PROFILE SCALE; HORZ. 1" = 10' VERT. 1" = 5' CURB RETURN TABLE NO. ❑ R STA PC LOCATION TOP OF CURB ELEVATION STA PT LOCATION PC 1 4 1 2 3 4 PT 89'58'41.7" 25' 10+12.99, 37.99' RT 479.55 480.14 480.09 480,57 480.74 10+37,99, 13,00' RT Know what's befog. Call before you dig. coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 99104 ph 206.596.7115 cote rra en g i neeri n g. c o m `u �-' 15 TF� 9 ' �C-,,lo Q000ao NOTES 1. SEE SHEET C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C 13. 3. SEE SHEET C7 FOR ROADWAY SECTIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. SURVEYED; 7 SHARED DRIVEWAYS MB 3 29 11 PA DESIGNED: me6 CITY COMMENTS 149 9 09 15 PA 5 CITY COMMENTS M9 8 1 f 15 PAA: MB 4 CITY COMMENTS MB 7 Ol 16 PA CHECKED: PA NC . REVISION H:Y DATE APPR I APPROVED: F �0coro mU�c� m om 12+00 L.J EL' a LEI T "`' W + ¢ � of LLJ m � u' 1 71 LF 12" SD GO oO LO QLn IE 480.65 5_ CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. 6 COORDINATE ALL WORK WITH CITY OF REN70N TO ENSURE FACILITY ACCESS IS MAINTAINED AS LEGEND MER 1 CB TYPE-1 1 CB TYPE-2 48" C14 - - - - - - - STORM DRAIN MAIN SANITARY SEWER MAIN SANITARY SERVICE LINE — — — WATER SERVICE LANE WATER/FIRE MAIN CURB & GUTTER 4 C1 ASPHALT CONC PAVEMENT 1 495 CEM. CONIC. PAVEMENT1 490 PERVIOUS 3 CONCRETE1 SIDEWALK 485 SAWCUT LINE 175 - PRCP_ F.G. CONTOUR 480 ►1 WATER VALVE PIPE OUTLET 475 465 12+50 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 06120/201 DEVELOPMENT ENGINEERING Brianne Bannwarih M2212017 CURRENT PLANNING mdavis 06/20/2017 0 REQUIRED- 7, PROTECT UTILITIES TO REMAIN, S. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF RENTON STANDARDS_ IONS I flU +`-nON PERM T SUBMITTAL SCALE: DATE VERIKAL: KRVD 1988 2 /+]11 1 10=10, NORI;QHi+y Nap ,91��,4g, CITY O F LI ELITE SHORT PLAT +3f G.7 FIELD600K. RENTON 16204 114TH AVE SE, RENTON, WA 98055 WE DRAWING N0: ONE INCH �ATUn� AT FULL P onning Building/PuUlic Works Dept,FRONTAGE IMPROVEMENTS IF NOT ONEE iNC INCH SCALE ACCORDINGO M 162ND ST r.FgT- pF; R-398021 iL . - REFER TO SHEETS 08 FOR FRONTAI E DRAINAGE IMFRO�EMENTS SE 162ND ST -ar. R i 1 1 1 1 I UJI I — 1 � � 1 r , 1 NAVD-88 �IJ5, 5 E E S CREIK_- ,NITARY SEW;" R -PLANS DOMESTIC SERVICE CONNECTION PER SOCS • CREED{ STANDARD PLANS. CONFIRM METER AND SERVICE SIZING WITH PLUMBING DESIGNER I~TYP r� 1 1 I ECORD DRAWING FORMATION ADD, DI By TERRANE, INC. EFIRESENTS€ RESUL S F `A SURVEY CONDUCTED U . 2018 Lu p LOT 1 P 1ILAgLDG. CONNECTION IE 477.69 1 13448 � I 4$O.1F 5" SEI 1 1 C9 TYPE 'I 1 = RIM 4BE.4'RIM=480,19 - - FOR FUTURE STUB FOR FUTURE IE 477.57 E,Li cONNECTION BLDG. CONNECTION 1 " IE=477,54 _ I IF - - IE 478,45 1 I 16 LET 8„ SE) 74 g PROPERTY LIME 4 cot - r I I 1 `—Co TYPE 1 01 RIM 480.36 RIM=480,47 - c_:iI I IF 477-25 RIM=477,32 I tr'I � I � SHARED UTILITY - J 1 I EASEMENT (TYP) CB TYPE 1 T f r f RIM 479.64 RIM,6 1- r��: + I I 1 - ' IE 476.45 I E= 4 7 6, 4 5 -- —� -��- I ATEH-BASIN TYPE I I J; — CATCH BASIN TYPE 1 STUB FAR FUTk1RE� RIM=479,983 RIM e RIM=481,04 _ IE- - IE S 476,8 I 1 II I _BLDG,-CGIN ECTIOhI _ - - - - IF �- IE=477,84 I: IE 476.91 51 LF 8SD - 1 - - -- — - - --` - - - ED MANHOLE 54' W/ _ FLOWCOP;7CjL 'ZrPUCT,IPF PRIVATE I 4�I 1 rf yg RIM=479,55 r f' UNDERGROUND,_DETENTI$ FACILITY uII + I ' r f 4 =J f fi.5-E-LQiAM1ETEiR _ MAN I OLD SYSTEM I �• f IE 78" 469,32 ' (6 DEAD STOPAGE) i - ' 1 - �'-S _1 i4• _L__(12'-S, Du.T� 18„ - 469.9 7 - - - - - - - - i REFER 1-0 SOUS CREEK SANITARY SEWER PLANS FOR SIDE SEWER AND SEWER MAIN EXTENSION PLANS PROTECT EX UTILITY PGLEI TO RE ,AIN Know what's below. Call before you dia. - - ---- _ - _ _- IF 469.81 �36" E, IN) 36" E=469,9T - — 1� I 1� 'a I 14 �� - I SHARED UTIOTY 1 EASEMENT (TYP). LOT 1 L — I DETENTION ACCESS WATER SERVICE f RISER (TYP) (TYP) , 20 L F 8" SD STUB FOR FUTURE BLOC, CONNECTION � I IE 476-39 AMk CATCH BASIN TYPE 1 C9 TYPE 1 SWALE RIM 479,25 I y'' - ' — — RIM a> a RIIM=480,94- ' IE 476 I� IE=477,84 I I.:_L.-: - - ►I -- F, % \\\ ,X \ coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraenglneeri rig.Com '�k Ap 7 SHARED DRIVEWAYS 6 CITY COMMENTS 5 CITY COMMENTS 35163 4 C" COMMENTS IONAL REVISION, SURVDED, MB 3 29 17 PA Me M8 9 09 16 PA MB 8 15 16 PA me M8 7 07 16 PA c►caeo- PA h) DATF i APPR ARPRO44L. 5CALE 1p=1D1 ONE iNC^H tT FULL SCALE 1F NOT ONE INCH SOLE 1CCOMNGLT VERTICAL "A o 19H8 HOWZONTAL- NAD IQ$7r1991 I TLJ M IN COMPLIANCE WITH CITY DP RENTON STANDARDS DEVELOPMENT ENGINEERING arianne Bannwarth 06122i2017 ' SURFACE SKATER UTILITY R rstraka 0612012017 CURRENT PLANNING mdavis 06/20/2017 01, Wms I. SEE SHEET CI AND C2 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND GENERAL SANITARY SEWED NOTES, 2. ALL ROOF DOWNSPOUT CONNECTIONS TO THE FUTURE BUILDING STUB OATS SHALL BE PERFORATED PIPE, MAINTAIN 5' MIN, SEPARATION FROM BUILDING- 3. ALL WORT{ SHALL BE IN ACCORDANCE WITH CITY OF RENTON AND SODS CREEP{ SEWER AND WATER STANDARDS AND REQUIREMENTS. 4. SEE S005 CREEK SEWER PLANS FOR SANITARY SEWER MAIN WORK AND SIDE 5EWER STUBS WITHIN THE RIGHT-OF-WAY. 5- VERIFY SIZE OF NEW WATER METER AND SERVICES WITH PLUMBING DESIGNER AT TIME OF BUILDING PERMIT. B- COORDINATE METER INSTALLATION WITH BUILDING PFRMIT. PROVIDE 18" MIN. COVER OVER DOMESTIC WATER SERVICE. (DOMESTIC WATER SERVICES SHOWN FOR INFORMATION ONLY.) LEGEND 4 CB TYPE-1 �_ 1 � DETENTION TANK MAINTENANCE ACCESS CB TYPE-? 48" STORM DRAIN MAIN -' — — • — — ' — - STORM DRAIN SERVICE SANITARY SEWER MAIN • not mo 0 SANITARY SERVICE LINE 0 CLEANOUT -- — — WATER SERVICE LINE WATER/FIRE MAIN — — — — — SWALE i WATER MI`TEF? ASPHALT CONC PAVEMENT � �15 TABLE OF DRAINAGE AREAS TOTAL LOT AREA MAX IMPERVI BY ZONING REDUCED MAX IMPERV REDUCTION IN IMPERV LOT 1 5,039 3,779 2,728 1,052 LOT 2 5,032 3,774 2,724 1,050 LOT 3 5,940 4.455 3,215 1,240 LOT 4 1 8,834 6.625 1 4,782 1 1,843 LC�T 5 5,On5 3.799 2,742 1,C157 (ALL AREAS IN SF) TOTAL FLOW CONTROL BMP IMPERVIOUS AREA CREDIT 1,052 1,050 785 0 1,D57 3,343 CONSTRUCTION PERM T SUBM TTAL DATE: D TY OF LIMELITE SHORT PLAT/e/17 F iEILH1�K. RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAYE: 4PAWING NO: Planning/Building/Pijbllc Works Dept. DIMINAGE AND UTILITY PLAN C5 R-398020 Section 9 Township' - E W10 T 0 n O T Q) E I 4_j N Q) C� GRAPHIC SCALE 30 0 15 30 SCALE: 1" = 30' —I _ 4' ASPHALT SAFE ASPHALT WALKING PATH DRI VEWA Y I EXISI TING - CROSS WALK r=(1 GRAVE � 2 O D, PARK/NG� .y. F PA TCH 6 6 43 I GRAVEL FOGLINE 1 ' NORTH I ;C(3NC DRI VEWA Y 0 OF EXISTING EDGE NEW EDGE OF ' , I OF PAVEMENT I PA VEMENT. 3 OFF I EXISTING EDGE OF yw LZiT z LOT 1 PAVEMENT I I I I I I I I ROUTE TO NELSON MIDDLE SCHOOL VIA A COMBINATION I y ` LIMELITE SHORT Y�= I OF SIDEWALK AND PAVED LOT4 PLAT BY OTHERS SHOULDER ALONG 144TH AVE t AAln Anei 1-.1ru CT \ I I I I n1vL1 1Vrr iv-riii -)I. I s :ss I LOT 5 I CONSTRUCTION NOTES: I � EXISTING ASPHAL T ORIVEWA Y TO REMAIN. PROVIDE SMOOTH TRANSITION BETWEEN NEW AND OLD ASPHAL T. O EXISTING GRA W-L. 3' WIDE SAFE WALKING PA TH TO BE CONSTRUCTED ACROSS EXISTING GRA VEL. ADDITIONAL 3/4" CRUSHED ROCK MA Y BE REQUIRED TO PROVIDE SMOOTH TRANSITION BETWEEN NEW EDGE OF ASPHAL T AND EXISTING GRA VEL. 4" WHITE FOG LINE STRIPE TO SE CONSTRUCTED AFTER PLACEMENT OF ASPHALT TO DELINEATE EDGE R/W R/W OF SAFE WALKING PATH. 60' R/W ® CONTRACTOR TO TRIM BACK EXISTING VEGETATION WITHIN THE ROW TO PROVIDE CLEAR SPACE FOR WALKING PA TH. TRIMMING SHALL BE I' SOUTH OF WALKING PA TH EDGE AND 8' HIGH. 4' SAFE �—W LKI G� 5� CONSTRUCT AN ADDITIONAL 3' ASPHALT SHOULDER TO PRO VVE THE REOUIRED 4' SAFE WALKING PATH ASPHALT PAVEMENT PER SECTION THIS SHEET VARIES 21-23' © MOVE EXISTING MAILBOXES BEHIND NEW ASPHAL T WALKWA Y WHERE NECESSARY SO THA T FACE OF MAILBOXES ARE CLEAR OF NEW WALKING PATH. 3' NEW ASPHALT 0 PROVIDE SMOOTH TRANSITION BETWEEN ASPHALT RAMP OF SHORT PLAT AND SAFE WALKING PATH. f 4" WHITE PAINTED FOGLINE CALL 3 WORKING DAYS BEFORE YOU DIG 811 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) ELECTRIC -RED SEWER - GREEN GASIOIL-YELLOW SURVEY -PINK SAFETY PRECAUTION SHALL BE IMPLEMENTED BY TECATV- ORANGE PROPOSED - WHITE WATER -BLUE CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS AS I� t x d 29476 � �GI STERN i SIGNAL STAMP NOT VALID UNLESS SIGNED AND DATED ROADWAY PAVEMENT SHALL BE IN CONFORMANCE WITH C.O.R. ROAD STANDARD SE 162ND STREET SECTION (LOOKING WEST) NOT TO SCALE LITCHFIELD ENGINEERING 12840 81ST AVENUE NE Kirkland, WA 98034 Tel (425) 821-5038 Fax (425) 821-5739 Copyright c� 2000 Litchfield Engineering, Inc. All rights reserved. 4 2 1 1 PRELIMINARY ISSUE Ile], THIS SAFE WALK TO SCHOOL PLAN /S A GRAPHICAL DEPICTION OF THE ANTICIPA TED WORK TO CONSTRUCT A 4' WIDE ASPHALT PATH TO CASCADE ELEMENTARY SCHOOL. THE INFORMATION DEPICTED AND SHOWN IS BASED ON FIELD CONDITIONS OBSERVED ON MAY 24, 2017 BASIC FIELD MEASUREMENTS, ON-LINE RECORDS AND DA TA PROVIDED BY OTHERS (l. E. LIMELITE SHORT PLAT). AN ACTUAL FIELD SURVEY WAS NOT PERFORMED BUT /S RECOMMENDED AT THE TIME OF CONSTRUCTION. SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: HORIZONTAL: NAD 1983/1991 KAL DRAWN: KAL ONE INCH DATU M KAL 5-31-17 KAL CHECKED: AT FULL SCALE KAL IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: KAL SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. SITE VICINITY MAP NOT TO SCALE CASCADE ELEMENTARY PROJECT CONTACTS APPLICANT." LIMELITE DEVELOPMENT, LLC 14508 NE 20TH ST #200 BELLEVUE, WA 98004 (206) 778-3222 CONTACT. TODD KARAM CIVIL ENGINEER (SHORT PLAT): COTERRA ENGINEERING, PLLC (FORMERLY SPRINGLINE DESIGN, LLC) 321 3RD AVENUE SOUTH, SUITE 307 SEA TTLE, WA 98104 (206) 596- 7115 CONTACT PETER APOSTOL CIVIL ENGINEER (SAFE WALKING PATH): LITCHFIELD ENGINEERING 12840 81 ST AVE NE KIRKLAND, WA 98034 (425) 821-5038 CONTACT. KEITH LITCHFIELD, PE SURVEYOR: TERRANE (FORMERLY GEODIMENSIONS) 10801 MAIN STREET, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 IN COMPLIANCE WITH CITY OF RENTCN STANDARDS CURRENT PLANNING AlIM mdavis 06/20/2017 DEVELOPMENT ENGINEERING, jtjohnson 05/17/2017 Limelite Short Plat 16204 114th Ave se Renton, WA 98055 DATE: ZZ FlELD OOK:J 1 — 17 PAGE: DRAWING NO: SAFE WALK TO SCHOOL PLAN SHEET: 1 OF:1 R-398019 2 FINISH GRADE z M N TREE STAKE PREVAILING ROOTBALL WIND TRUNK TREE STAKE PLASTIC TREE TIES WOOD STAKE, STAKES SHOULD ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 3" MULCH LAYER, KEEP AWAY z EH 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION I I I 1=1 I s�opFl Irr. I'�• �oQ I CONCRETE SIDEWALK 3x MINIMUM ROOTBALL DIAMETER RECOMPACT SUBGRADE NOTES: n TREE PIT SHALL NOT BE LESS [-4.] TREE STAKES PERPENDICULAR THAN 3 TIMES ROOT BALL DIA.1 ITO THE PREVAILING WIND 2❑ CUT ALL TIES AND FOLD RACK RLAP 5❑ PLANT TREES 2" HIGHER THAN FROM UPPER 1 3 OF ROOT BALL DEPTH GROWN IN NURSERY 3❑ REMOVE ALL PLASTIC AND TWINE TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS REMOVE BURAP TWINE OFF TOP 1 3 3-4" MULCH FINISH GRADE ROOT PENETRATIONI RECOMPACT SUBGRADE ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TYPICAL SHRUB PLANTING DETAIL NTS DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Print Form Reset Form Save Form CITY OF -----Renton TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 11 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerouS2 trees Trees in proposed public streets trees Trees in proposed private access easements/tracts trees Trees in critical areas' and buffers trees Total number of excluded trees: o trees 3. Subtract line 2 from line 1: 11 trees 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 3 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: 8 trees 6. Subtract line S from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) (5) trees 7. Multiply line 6 by 12" for number of required replacement inches: (56) inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 0 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) o trees Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. "Count only those trees to be retained outside of critical areas and buffers. s The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-1301-17a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/201E CANOPY DRIP LINE NO TRESPASSING 'ROTECTED TREE' iIGN POSTED EVERY 50 "EET (MINIMUM OF 2). VEGETATION AND TREE FENCING SHALL BE A MINIMUM OF 6' HIGH TEMPORARY CHAIN LINK FENCING WITH 10' LACING BETWEEN POSTS. PROTECTION MEASURES DURING CONSTRUCTION: 1. CONSTRUCTION STORAGE PROHIBITED: DO NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO \ BE RETAINED. J 2. FENCED PROTECTION AREA REQUIRED:PRIOR TO DEVELOPMENT ACTIVITIES, A 6' HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET FOR EVERY ONE INCH OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION j TRACT. PLACECARDS SHALL BE PLACED ON FENCING IF LESS THAN 50' INDICATING THE WORDS, 'NO TRESPASSING -PROTECTED TREES' OR ON EACH SIDE OF THE FENCING IS LESS THAN 50'. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. 3. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, A DRY ROCK WALL OR ROCK WELL SHALL BE CONSTRUCTED AROUND THE TREE. THE DIAMETER FO THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 4. MULCH LAYER REQUIRED; ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF 3" OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. PROTECTED ROOT ZONE WITHIN THE CANOPY DRIP LINE - ACTUAL FEEDER ROOTS EXTEND WELL BEYOND DRIP LINE RENTON TREE PRESERVATION DETAIL NTS n INSTALL GROUNDCOVERS DEPTH PLAN VIEW OF SPACING NC�I�I]:]�.Y.yh[e»ii111�Ii:� JMULCH. VERIFY SAUCERI L TYPICAL GROUNDCOVER PLANTING DETAIL NTS Tr" # Species (federal code) Size inches Current health rating (good, fair, had) Drip line radius - North Duip line Son t1h Drip line East Drip fine Wes, 1 AEHI 2 3.5 good 17 20 20 1S AEHI 19-51 arood 1.1 13 15 18 3 P ME 26-5 good 18 25 15 1S 4 PE '0 Lyood 18 Is 15 15 5 P ME 22-8 good 18 15 15 6 PE 29 flood 18 24.6 15 15 7 P I E 24.5 good 18 25 15 15 8 PS M E 1.8 good 18 15 15 15 9 P ME 21-8 i2ood t S =0 15 15 10 P ME 30-5 good 18 'S 15 15 11 PhE I4-9 goad 1s = 1 35 15 trees on sites Douglas fir, Pseudc suga menzi+esii. P ME horse chestnut. Aesculus hippocastanum, AEHI NOTES: MULCH TREE PIT MIN 5-0" LENGTH X FULL PLANTING STRIP WIDTH BETWEEN CURB AND SIDEWALK (FOR PLANTING STRIPS LESS THAN 6'-0" WIDE) OR PROVIDE 5-0"DIA MULCH RING FOR PLANTING STRIPS WIDER THAN 6'-0". STAKE TREE WITH (2) TREATED 2" LODGEPOLE PINE DOWLED TREE STAKES (8'-0" LENGTH) LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. "CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" SIZED) NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND HALF - TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 2"-3" MULCH DEPTH (TAPERED AT TRUNK) SIDEWALK 18" ROOT BARRIER AT SIDEWALK ROUGHEN SIDES OF PLANTING HOLE TO MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB ROOT BARRIER; PLACE AT EDGE OF PAVEMENT/SIDEWALK/ETC.; PLACE PRIOR TO PLACEMENT OF NEW SIDEWALK OR CURB TO PREVENT UNDERMINING. TOP SOIL TYPE B, OR AS ' APPROVED BY ENGINEER. REMOVE ALL WIRE, STRINGS, AND OTHER NON -BURLAP MATERIAL; AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. CL �I 2'-0" MIN2" S-6" MIN MIN WIDTH OF TREE PIT = 2 TIMES ROOTBALL DIAMETER _ OR 5-0", WHICHEVER IS GREATER MULCH AREA TO BE CLEAR OF GRASS, WEEDS, ETC. TO REDUCE COMPETITION WITH TREE ROOTS NOTES: 1. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION. 2. SHAPE SOIL SURFACE TO PROVIDE 3" DIAM WATERING RING. 3. TREE CLEARANCE SHALL BE PER STD PLAN NO 030. 4. SEE STD PLAN NO 424 FOR TREE PIT DETAIL. 5. ADJUST TREE TIES DURING ESTABLISHMENT TO ALLOW ROOM FOR GROWTH (@ 1" SLACK). 6. ROOT BARRIER REQUIRED ALONG EDGE OF ROADWAY, CURB, DRIVEWAY, TRAIL, SIDEWALK, OR OTHER STRUCTURES WHERE ROOTBALL IS WITHIN TWO FEET; PLACE VERTICAL ROOT BARRIER AS SHOWN IN STANDARD PLANS 424A OR 424B UNLESS OTHERWISE INDICATED IN THE CONTRACT OR DIRECTED BY THE ENGINEER. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT CURB & SIDEWALK GRADE. 3" TO 4" HIGH WATERING RING (SEE NOTE 2) 24" ROOT BARRIER AT CURB. DECIDUOUS TREE PLANTING IN PLANTING STRIP NTS TREE PIT DEPTH = ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION). DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL. DRIVE STAKE AT ROOTBALL EDGE (TYP) (SEE NOTE 1) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK. STANDARD PLAN NO 100a, CITY OF SEATTLE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE I MPROYEMENTS AND CONDITIONS PRI O TO 5TARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXGAVAT I N6 TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR 15 TO PROMPTLY ADV 1 SE OWNER OF ANY DISTURBED UTILITIES. LOCATION 5ERV I GE PHONE I -aOO-424-5555. 5. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR I YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING allANT I T I ES OF PLANTS THAT ARE REPRESENTED BY 5YMBOL5 ON THE DRAW I N&. 5. 5UBGRADE 15 TO BE WITHIN 10 -L INCH OF I FOOT AS PRO\/I DED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS $ STICKS LARGER THAN 2 INCH DIAMETER. 6. 4 INCH DEPTH TOPSOIL IN LANDSCAPE AREA. 7. 2 INCH DEPTH, 2 FOOT DIAMETER BARK RING AROUND BASE OF STREET TREES AND OTHER TREES LOCATED IN LAWN. 5. GROUND COVERS SHALL BE PLANTED IN AN EGU I LATERAL TR I ANGULAR SPACING PATTERN AT THE ON -CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING, 511DEWAL<S, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, S 1 DEWALK, ETC. MINIMUM PLANT I N6 DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. q. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK LATEST EDITION. ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATI \/ES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANGHEID, WELL PROPORTIONED, AND HAVE A VIGOROUS WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. TREES, SHRUBS AND GROUNDCOVER aUANT I TI ES, SPECIES, VARIETIES, SIZES AND CONDITIONS TO BE AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE FREE OF DISEASE, INJURY, INSECTS, DEGAY, HARMFUL DEFECTS AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT O OWNER. 11. NO PERMANENT IRRIGATION 5YSTEM 15 PROPOSED. TEMPORARY IRRIGATION SHALL BE REOU I RED FOR THE FIRST 5 YEARS OR UNTIL PROPOSED PLANT MATERIAL 15 ESTABL I SHED. PLANT MATERIAL SPECIFIED TO BE NATIVE OR DROUGHT TOLERANT AS DETERMINED BY LANDSCAPE ARCHITECT. 12. THE AVERAGE SPAG I N6 FOR STREET TREES SHOULD BE 40 FEET ON CENTER AND ADJUSTED TO ALLOW FOR SIGHT LINES, UTILITIES, TRAFFIC 51 GNS, LIGHT STANDARDS, DRIVEWAYS AND OTHER STREET APPURTENANCES. 15. TREES IN THE RIGHT OF WAY MUST BE PLANTED TO THE FOLLOWING STANDARDS: PLANT TREES IN THE CENTER OF THE PLANTING STRIP WIDTH. 6 FEET FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES 00> WATER, SEWER, ELECTRIC, GAS). 10 FEET FROM UTILITY POLES, DRIVEWAYS, AND ALLEY MARGIN, 25 FEET FROM STREET LIGHTS, 40 FEET FROM THE CORNER OF INTERSECTIONS, STOP 5I GNS, AND YIELD SI GNS. AT LEAST 72 HOURS BEFORE YOU PLAN TO DIG, YOU MUST GALL 811 TO REQUEST THAT THE LAST LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES (GAS, WATER, ELEGTRI G, ETC.) BE MARKED ON YOUR PLANTING AREA. <NOWI NG THESE LOCATIONS IN ADVANCE MAY SAVE YOU TIME AND MONEY BY PREVENTING AN ACCIDENT. d) # U- p � •� 4z C: Z 1- M �� 0)1It � ri U- A) -6 O 4-1 � 10 O Nr0) PROJECT TITLE State of Washington registered Landscape Architect Pevin Peterson certificate no. 1222 Z a a J � a Z O W W a LU Q N N a H Z a 0 N J N NG I.II.117 NG E D 03.16. J 1 REVISED DATE REVISED DATE L2 R-398018 z M o - r 0 0 _j -0 rf) cl: 0 re) Ci fn cV co Uj V) V) _j 0) __j 0 V) Ld II-_ Uj (D rr O 0 E-4 C) n 001, M 1-, n Z R OF WN wo >-. W Z ZO Z Z 3� D 0 UZI S2 Y) w 0 C3 y 0 0 a- 0- < a_ a_ < REFER TO WSDOI LOCKING LID STANDARD DUTY JUNCTION BOX TYPES I & 2 ,NtANDARD PLAN J-40.10-03 SPLICE KITS CLEAR EPDXY S W, E Kip ON ALL THRU SPLICE 4' CONCRETE PAD l gget,5p IM 2' MIN, #J5 BARE COPPER GROUND "RE :I rll 1 -#a EQUIPMEN 'U 'j WIREW/MCN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSrEV- WIRES TO CONTACTOR (SIZED AS REOV.) 5/W'x8' COPPER CLAD GROUND ROD LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINAIRE 3 AMP W USE FUSE KITS LUMINAIRE WIRES WILLBE.#42 S.E.C. OR EQUAL AW IN A JACKETED CABUEi #0 GREEN INSULATED WIRE �1 TO FIXTURE GROUND LUG GROUND LUG WM IMUM tXR0�10 HOtE 2' MIN. GROUT TOP Of CONCRETE 1`000AnoN To _ Sr_ UNDER POLE BASE—, BCE LEOAM! VV_ WTH TOP OF SIDEWALK I i PL GROUND CLAMP II------------ 2"YPVCSTEM CONDUIT I II II S CONCRETE ---------------- J_L FOUNDATION 5' SO. OR DIA. U—OTES. 1. EQUIPMENT GROUND WIRE do BARE "RE SHALL BE SECURELY FASTENED TO 1HE: GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WRE OF FHE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE. POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED %RE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. in. FILM - Ito PUBLIC WORKS TYPICAL LIGHT11ING DEPARTMENT UNDERGROUND SYSTEM A : I APPRO�,.ED:. ......................... ....................... .......... ------- ....... ------ ....... .... 0 0 C) 3' STREET LIGHT POLE\ �JUNCTION BOX PLAN VIEW 4" DEEP SIDE VIEW LIGHTING STANDARD & JUNCTION BOX PLAN VIEW INDIVIDUAL JUNCTION BOX NOTE: CLASS V CONCRETE TO BE USED IN CONSTRUCTION OF PAD PUBLIC WORKS CONCRETE PAD DETAILS SM. PLAN - 120 DEPARTMENT WYE SPLICE SPLICE KIT FUSE KIT FUSE KIT & SPLICE KIT DETAILS y 0 7 *,ON-s ADOPTED CITY OF RENTON + + MR 1R, Standard plans 6) LST DATE: 11/5/96 DATE I REVISION IBY DWG. NAME: JR-12 SP PAGE:JO13 :4-j- A --------------- 1 1 1 �_, _Lj I U a: is I ow u z < gi:i 0-1 Of z C-4 L0 R < Z 5 0 Q of. 2 Z11 5 g DOW_ H is M 0 & ME 011 . :5 Ls ro 0 Of_ z > JX!: UiI -2- - 0 > 0 z C a 50 ---- C ct LUtR 1 wo?l - L- �3 ;z. .1 0 i ot _w 2 w Z< S *E a , 4wi� j of m< N r z Le; E z C) ------------- L z .4 01 PUBLIC WORD SERVICE CABINET SM. PLAN 122.1 DEPARTUM WITHOUT IIIIIIIIIIIIIS STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120Z240 VOLT 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT II BRANCH BREAKERS 120/240 VOLT TEST 16 POLE SWTCH TERMINAL BLOCK — CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL MOUNTED ON NEAREST LUMINAIRE < fh F z 1 UTILITY PLUG (GFI) STREET LIGHTING CONTACTORS TO GROUND ROD WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) . 3 PUBLIC WORKS STREET LIGHTING CONTACTOR. PROVESMFLAN — 12 , DEPARTMENT CABINET SCHEMATIC 4111111- Taff NORTHWEST �X TRA F-F-1c EXERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 w 4-17-17 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION ATION OPERATION 1 06/22/2017 Cbarn:s + CONDUIT ENTR. AREA k PLAN VIE SIZE To FIT SIZE TO FIT CABINET CABINET 0' *r4 �_611 --Grade Level jr L- 4 F FRONT VIEW STREET LIGHT CONTACTOR FOUNDATION Shim to plumb Shim to plumb La -IV —See Note 3See Note 3 #4 hoops +1 1 #4 hoops #4 bar each corner 10 1 r-Y4 bar each canner If 45, MIN to 2" 3/8" diameter piastic or -In Q\_3/a" diameter plastic drain SIR f-a" cabinet depth Cabinet depth 1. + 2- #4 bar each corner � #4 bar each corner PLAN VI W PLAN ME PAD MOUNT PADMOUNTCONTROLLER CABINET FOUNDATION BAIERY 162= (11115) FOUNDATION For NOTES see Std. Plan 126.2 PUBLIC WORKS CABINET FOUNDATION DETAILS ROVESTD. PLAN 126.1 DEPARTMENT o 1111,2- 1-Ii! K-JUbU I I FACTORY FABRICATED WELDED MANIFOLD END SECTIONS (TYP). PROVIDE LAYOUT PLAN SHOWING JOINT LOCATIONS AS PART OF SUBMITTALS FOR ENGINEER APPROVAL. 6" PERFORATED UNDERDRAIN, C16 PROVIDE CLEANOUTS AT ALL 90° BENDS AND EVERY 75 FT 2 C16 54 DIA. CONTROL STRUCTURE 36" DIA. STORM PIPE CONNECTING WELDED STUB IE 469.81 CONNECT TO CB WITH WATER TIGHT CONNECTION 8" SD INLET I E 475.00 SEE PLAN FOR TIGHTLINE DISCHARGE OF SUBSURFACE DRAIN PIPE 475 PFR �FS��N MATCH CURVATURE OF PIPE Ln 0 HOLE DRILLED AT TIME OF ASSEMBLE LADDER BASE PLATE NTS iLt vlh. 1 CONTROL C16 STRUCTURE ELEVATION 36" ACCESS 4 RISER C16 0 0 0 0 0 o BACKFILL PER ooc DETAIL 5 . . . . o . SHEET C13 BEDDING PER 0.5' DEAD STORAG o DETAIL 5 SHEET C13 0 0 --- -°o NOTE: CONTRACTOR SHALL PROVIDE LAYOUT PLAN, BOUYANCY CALCULATIONS AND FOUNDATION PLAN TO COUNTERACT BOUYANCY AS REQUIRED. PROVIDE A MINIMUM 236 LF OF DETENTION PIPE, 7554 CF. DETENTION PIPE AND ALL STRUCTURES SHALL MEET CITY OF RENTON STANDARDS AND SPECIFICATIONS. . . If 0.5' 0 0: o. 0. 0 0 °0°O° 000 .0 000 O O°° 0° 0°0° o00 °o°° o° .00 o.°o °0 . .00 00 0°° .000 . 00 00 °o . . . 000 ° . o° o° °o o° o°° 0° °o °o°° 0 0 0 0 00 o°o o° °o°0 0°cC-° B 3 0.5' Q \-6" PERFORATED TRENCH 78 DIA. ALUMINIZED CMP I BOTTOM STORM PIPE OR APPROVED 5 6" PERFORATED A UNDERDRAIN EQUAL (TYP) C16 UNDERDRAIN C16 468.52 . . . . . . . . . . . . . . . . . . . . . SECTION A . . . . DETENTION TANK 1 "=5' VERT 1 "=10' HORIZ 7" TOP PLA X� 7" SUPPORTS V r- R29.75" BOTTOM PLATE if) 0 0.25" 4.5" SUPPORTS TO HAVE A Y" X Y" CURVE FOR TOP PLATE TO REST ON. 36" RISER PIPE 24" ROUND LOCKING FRAME AND COVER MARKED "DRAIN" MOUNTED OVER 24" DIA. ECCENTRIC OPENING PRECAST 60" DIA. MANHOLE TOP SLAB WITH 24" DIA. ECCENTRIC OPENING 78" DETENTION PIPE ALUMINIZED CMP NOTES: 1. HDPE OR PP SHEET STOCK, Y" THICK CNC. 2. WELD TO BOTTOM OF PIPE, BOLT HOLE TO BE MINIMUM 3/8" HAND DRILLED AT FAB PLANT. SS/GALV BOLT 3. TRIM BASE PLATE AS NEEDED. LADDER BRACKET (GALV, SS, PP) coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com PLAN 36" CMP ACCESS RISER NTS 475 U�i BOLTS, 4SHERS NL R PIPE iXy�►�GRiII:i PLACE BOLT ON CROWN OF RISER CORRUGATION SS NUT REMOVABLE WATERTIGHT COUPLING OR FLANGE z cV - z MAX. PLATE WELDED TO ELBOW - WITH ORIFICE AS SPECIFIED ELBOW- RESTRICTOR 1. PIPE SIZES AND SLOPES: PER PLANS. 2. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTI ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BAS 54" MIN. DIAMETER. 3. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY DIAMETER STAINLESS STEEL EXPANSION BOLTS OR EMBE IN WALL. 4. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FR( ALUMINUM OR .064" ALUMINIZED STEEL. 5. OUTLET SHALL BE CONNECTED TO CULVERT OR STORM WITH STANDAD COUOPLING BAND FOR CORRUGATED MET OR GROUTED INTO THE BELL OF CONCRETE PIPE. 6. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. C GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS OF RISER AND CLEANOUT GATE. C. FRAME IS CLE CURB. 7. IF METAL PIPE CONNECTS WITH CEMENT CONCRETE PIPE PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE 1 /4". FLOW CONTROL STRUCTURE NTS CEM. CONC. GRADE RINGS AS REQ. COMPACTED BACKFILL 78" DETENTION PIPE ALUMINIZED CMP ROUND LOCKING FRAME AND =R MARKED "DRAIN" MOUNTED Z 24" DIA. ECCENTRIC OPENING FAIN 1" GAP BETWEEN BOTTOM OF AND TOP OF RISER. PROVIDE 3LE GASKET TO EXCLUDE DIRT RISER PIPE ED ATTACHMENTS, 4 PER LADDER. VERTICAL SPACING, 36" =R BASE PLATE, PLACE AS LOW 3 _ . OSSIBLE AND TRIM AS NEEDED, C16 SEE DETAIL NOTES: SECTION 1. RISER SHALL BE WELDED OR FUSED TO TANK. 2. ALL MATERIALS SHALL MEET CITY OF RENTON STANDARDS AND SPECIFICATIOINS. 3. MAINTAIN 1" GAP BETWEEN BOTTOM OF SLAB & TOP OF RISER. PROVIDE PLIABLE GASKET TO EXCLUDE DIRT 4. LADDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 8-INCHES FROM TOP OF RISER AND BOTTOM RUNG IS AS LOW AS POSSIBLE AND LESS THAN 12-INCHES TO BOTTOM INVERT OF PIPE 5. TOP OF LADDER SHALL BE AT LEAST 2-INCHES BELOW TOP OF RISER. 6. BOTTOM OF LADDER SHALL BE ATTACHED TO BASE PLATE WITH SS/GALV HARDWARE 7. WEIGHT OF LADDER TO REST ON BASE PLATE SURVEYED: SCALE: VERTICAL: NAD D 983/1991 1988 7 SHARED DRIVEWAYS MB 3 29 17 PA 1 a_ =10f HORIZONTAL: DESIGNED: MB 6 CITY COMMENTS MB 9 09 16 PA 5 CITY COMMENTS MB 8 15 16 PA DRAWN: MB 4 CITY COMMENTS MB 7/07/16 PA CHECKED: ONE INCH DATUM PA AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE A P P R I APPROVED: SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY } rStraka 06/20/201 7 DEVELOPMENT ENGINEERING Brianne Bannwarth 06/22/2017 T GRAVEL BACKF" ' (WSDOT/AP1 DETENTION TANK PER DETAIL 1/C16 GEOTEXTILE FABRIC- MIRAFI 140N OR APPRV'D EQUIV. 4" PERF. PVC SCH. 40 W/ SOLVENT WELD JOINTS. EMBED IN CLEAN WASHED GRAVEL BACKFILL FOR DRAINS 6" ON EACH SIDE AND WRAP WITH MIRAFI 140N WITH 12" OVERLAP. EXTERIOR FOOTING DRAIN C16 NTS F- CONSTRUCTION PERMIT SUBMITTAL DATE: n CITY OF LIMELITE SHORT PLAT FlELD3/29/17 RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING N0: Planning/Building/Public Works Dept. CML DETAILS C16 R-398016 PT TC 480.74 TC 480.50 BC 480.24 BC 480.00 TC 479.50 BC 479.50 TC 479.80 . 480.18 BC 479.30 480.10 480.26 481.01 480.18 - 480.27 PC TC 479.55 479 $2 BC 479.05 RAMP GRADING DETAIL 1 "=5' EXISTING ASPHE PAVEMENT SAWCUT (SEE NOTE 2) 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER, 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 4 STD. PLAN - 103 * PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL y ATE ASPHALT PATCH NTS coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com COMPACTED SUBGRADE NOTE: ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. PER PLANS PER PLANS -5" MIN DEPTH PERVIOUS CONCRETE SIDEWALK (PC)ETE 6" AGGREGATE DISCHARGE SUBBBASE, WSDOT/APWA GSP 4-04.2 GRAVEL BASE, SEE SPEC CROSS SLOPE PER PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY rstraka 06/20/2017 DEVELOPMENT ENGINEERINGDO Brianne Ban nwarth 06/22/2017 EE NOTE 5 6 THICKENED EDGE AT PC SIDEWALK GEOTEXTILE BOTTOM LIMITS OF VEHICULAR AND SIDES PAVING (NOT REQ. WHERE COMPACTED SUBGRADE TO 90-92% SCARIFY TOP SURFACE PVMT ABUTS CURB) NOTES: PRIOR TO PLACEMENT OF GEOTEXTILE PER APWA GSP 1, WHERE PERVIOUS CONCRETE SIDEWALK IS WITHIN THE CRITICAL ROOT ZONE OF TREES TO SAVE REDUCE AGGREGATE DISCHARGE SUBBBASE TO 2". 2. DEPTHS SHOWN FOR PAVEMENT SECTION ARE COMPACTED DEPTHS. 3. AT DRIVEWAYS THICKENED EDGE OF SIDEWALK ON EACH SIDE OF DRIVEWAY PER TRANSITION ABOVE. 4. OWNERS GEOTECHNICAL ENGINEER TO REVIEW SUBGRADE PREPARATION PRIOR TO PLACEMTN OF PC GEOTEXTILE. 5. EXTEND PC SIDEWALK GEOTEXTILE ABOVE PAVEMENT. AFTER PAVEMENT IS CURED AND ADJACENT FINISHED GRADE IS STABLIZED, CUT GEOTEXTILE AT FINISHED GRADE. (TYP.) 6. SEE SHEET C2 FOR PERVIOUS CONCRETE SPECIFICATIONS. APPHALT CONCRETE PAVEMENT - PRIVATE ONLY NTS Q�VSPNTS DRgI/(.�, r d` RENTON AHEAD OF THE CURVE n ' DRAIN PLAN VIEW 1;7 [13mm] LETTERING SOLTHOLES-3 PLCS EQUALLY SPACED 12a' APART ON 23 1, !16" (586mm) DIA B.C. DIA PICKHOLE 1 V4" 132mm1 LETTERING 25" DIA. [636-1 t' 17 1 374' I 119mm] I 8 3/'r 21? TYP COVER SECTION VIEW 26 V2" DIA [673mm] 25 1/4"DIA [641mm] t tn8• va" (6mm) DIA lml NEOPRENE GASKET -� B ]162nn] 618. 23 3/8" DIA CL OPEN [16mm] [594mm] 27 5/16' DIA [694mm] 3418" DIA [867mm] FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) BIB"-11 X I.5 SS RUBBER WASHER EON BOLTING DETAIL [6mm] 127mm] 1!8" [3mmi 1/8• [R3mm] GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRONWORKS INC. Na 3717C1 OR APPROVED EQUAL. PUBLIC WORKS STORM ROUND FRAME AND COVER' PLAN - 204'50 •' DEPARTMENT FNZ MARCH 2O08 SOLID ROUND FRAME AND COVER SHARED DRIVEWAYS CITY COMMENTS CITY COMMENTS CITY COMMENTS REVISION PERVIOUS CONCRETE SIDEWALK NTS O 4 D SLOT - SEE DETAIL Of AND NOTE 1 U . 1"OPENING TYP.) UU m H O O TFALL TO STREA DU P ND POLLUTANT .SDP 3/8' (9mm) RECESSED LETTERING NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. The thickness of the grate shall not exceed 1 5/B". 4. Unless otherwise specified, vaned grates shall 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. o 0 0 O O a 0 BOLT -DOWN SLOT DETAIL ISOMETRIC SEE NOTE 1 PUBLIC vvSTD. PLAN t/�L�� PUBLIC WORKS RECTANGULAR - .40 ��- $ DEPARTMENT HERRINGBONE GRATE FNTo MARCH 2O08 HERRINGBONE GRATE - PRIVATE ONLY SURVEYED: MB 3 29 17 PA DESIGNED: MB MB 9 09 16 PA MB 81516 PA °R°W"` MB MB 7/07/16 PA CHECKED: PA BY DATE APPR APPROVED: SCALE: 1 u_ 1 Of HOR ZONTAL NAD D 983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4 4-04.2 GRAVEL BASE (APWA GSP) PERMEABLE BALLAST PERMEABLE BALLAST SHALL MEET THE REQUIREMENTS OF SECTION 9-03.9(1) FOR BALLAST EXCEPT FOR THE FOLLOWING SPECIAL REQUIREMENTS. THE GRADING AND QUALITY REQUIREMENTS ARE: GRADING NO. 1 GRADING NO. 2 (AASHTO NO. 3) SIEVE SIZE PERCENT PASSING SIEVE SIZE PERCENT PASSING 2-1/2" 99-100 2-1/2" 100 2" 65-100 2" 90-100 i" 40-80 1-1/2" 35-70 NO. 4 0-5 1" 0-15 NO. 100 0-2 0-5 %FRACTURE 95 NO. 100 0-3 ALL PERCENTAGES ARE BY WEIGHT. % FRACTURE 95 THE SAND EQUIVALENT VALUE AND DUST RATIO REQUIREMENTS DO NOT APPLY. LOS ANGELES WEAR, 500 REV. 30% MAXIMUM DEGRADATION FACTOR 30 MINIMUM THE FRACTURE REQUIREMENT SHALL BE AT LEAST TWO (2) FRACTURED FACES AND WILL APPLY TO THE COMBINED AGGREGATE RETAINED ON THE NO. 4 SIEVE IN ACCORDANCE WITH WSDOT FOP FOR AASHTO T 335. THE MINIMUM VOID RATIO OF THE AGGREGATE SHALL BE 30 PERCENT AS DETERMINED BY AASHTO T 19. PERMEABLE BALLAST MATERIAL MAY BE CONDITIONALLY APPROVED BASED ON CONTRACTOR SUBMITTED SAMPLED MATERIALS PRIOR TO DELIVERY TO THE SITE. FINAL ACCEPTANCE WILL BE BASED ON CONFORMANCE TESTING COMPLETED ON MATERIAL THAT HAS BEEN DELIVERED, INSTALLED, AND COMPACTED ON SITE. THE EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY THE ENGINEER. MATERIAL OUT OF CONFORMANCE WITH THE PROJECT SPECIFICATIONS WILL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. TOP O E DETAIL AND NO I a, AND NOTE J N Ib h SECTION a0 NOTES c ya• t tµ• BOLT -DOWN SLOT DETAIL SEE NOTE 1 Provide two slots in the grate that are vertically aligned 1. with the holes In the frame. Location of bolt -down slots varies among different manufacturers. IsomLr IC 2. Refer to Standard Specifcaton9-05.15(2)for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall 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. - PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN 204.30 DEPARTMENT VANED GRATE eMARCH 2O08 VANED GRATE DETAIL CONSTRUCTION PERMIT SUBMITTAL DATE: CITY OF LIMELITE SHORT PLAT FlELD3/29/17 RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING NO: Planning/Building/Public Works Dept. CML DETAILS C15 R-398015 O FRAME AND VANlD ®RAT! A �P Gt 1T ONE #3 BAR HOOP P FORW HEIGHT TWO #3 BAR HOOPS FOR 1T HEIGHT RECTANGULAR ADJUSTMENT SECTION 03 BAR EACH 03 BAR EA, 196... ..... ..... PRECAST BASE SECTION #3 BAR EACH CORNEF 18-MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCEDOR IT PLAIN CONCRETE ALL MEFAL PIPE 15" Hx'BSPw (SIO. SPEC. 905.H1) tT soLlDwAUPjrc 76. (STD. SPEC.9-03.12(1)) PROFILE WALLPVC IF (STD. SPEC. fi-05.1Z(2)) #'txxaiUliATED IV LYI:THYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (Placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shell be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. Alter the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-D4.3. 3. The maximum depth from the finished grade to the lowest pipe invert shell be 5'. 4. The frame and grate must be Installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 124 or steeper. 6. The opening shall be measured at the top of the precast base section. T All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION *ri'Aawy. P-PUBLIC WORKS CATCH BASIN TYPE 1 200.00 STD. LANDEPARTMENTMARCH 2O08 CB TYPE 1 NTS 29 114" TOP 24 1/4" B SECTION O NOTES 1. This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 INC x 2" allen head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. RECESSED ALLEN HEAD CAP SCREW 71_ l8"_I 1/8" 5/8"-11 NC x 2" 314" GRATE ISOMETRIC VIEW C 1 51W FRAME a 2 11T SECTION BOLT -DOWN DETAIL DETAIL O SFENOTE z Y� PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 DEPARTMENT �FA,To$ MARCH 2O08 RECTANGULAR FRAME coterria ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com CATCH BASIN FRA MD VANED GRATE (DETAIL2D6.00) � "R I4ANOIIOLD RECTANGULARADJU.STMENTSECTI QR mfXXIIARAD.lU3IMFNT SECDON GROIR. TYPICAL (SEE NOTE 5) 'J j� �MDRrARITYP_i SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST wnH RISER ,= 1 PiPFzarE elsm#aG SEPARATE BASE PRECAST aDrrG -srricITYRI CATCH BASIN DIMENSIONS CATCH DIABM IE ER W� Mktg E� BASE THICIm� MAXIMUM "BI�� MINIMUM DISTANCE BETWEEN IWOCKOUTS BASEREINFORCINGSTEEL 'nr/ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 4T P 0• air 0• 023 0.1, Sr 4S 0' 42' 0" 0.19 am 51 r 40• 0• 025 7T 6' a' m• IT 0.35 M.�4 IT' 1T 7T 1T 0.399F W 1T M' 1T 039 NOTES 1. No steps are required when height is V or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be Cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5' maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All rode Tin s risers and Castro s shall be set in mortar in accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIM.ETE72 CGHCRET ALL METAL CPSSP SOLID WALL PVC(D PROFILE WALL Pvc MIT W 30' 24' 2T 30" Sr 30' SIT 30" 27' 36" sw air 4T 30' 36' 42' 7T 4T 51 4T 36' 48" or 54• 6P 59• 36' 48" Sir OP 77 .1 36 48" 9 9 g Standard Specification 9-04.3. CMRM+� Polyethylene,1S- Sewer Pipe IBre. SPA. 9-11,20) (9Mec . Sp (SW Spec 9,0512(2)) Al•{Y O �� DEPAR PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 TMENT N� MARCH 2O08 CB TYPE 2 NTS wi BARS tili T SPACING 20'z, 24'DIAM., 4B"DIAM, OR B4" DIAM. HOLE 1 1' MIN. HIT MAX SC or SS" FLAT SLAB TOP Rf BARS O W SPLICING 2111' x 2C, 24" DIAM., 4W DIAM. OR SI' DIAM. HOLE r(TYP. TYPICAL ORIENTATION FOR ACCESS AND STEPS EoU U I- MIN. 21L2" MAX. 72' FLAT SLAB TOP 04 BARS 41S' SPACING tv 20' x 24' OR 24' DIAM. HOLE I� r) 2IMMAX. ECCENTRIC CONE SECTION 4V', 54", or SO"' FLAT SLAB TOP 12- UYP.) a 0" m 12" PREFABRICATED LADDER _bye {IIIII. I{I �1�Y�M I N�IIgIIIII IJ IJ � i STEP SC 6 �S OR 12' y <tONE #3 BAR HOOP WONEMBARHOOPFOIli4"TWO 93 BAR HOOPS FOR 12 RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1 0 As an acceptable alternative to rebar, wire mesh having a minimum areal 12 square inches per foot maybe used for adjustment sections. Y - PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN 204.60 DEPARTMENT DRAINAGE STRUCTURES MARCH 2O08 NL MISC. DRAINAGE STRUC. DETAILS SHARED DRIVEWAYS CITY COMMENTS CITY COMMENTS CITY COMMENTS REVISION O FRAME AND VANED ORATE SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. 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 RUNNING BOND OR Y2 BOND. < STD. PLAN - 202.00 PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT FNTO MARCH 2O08 CATCH BASIN INSTALLATION NTS 57SEE NliIE2 /B"R X 5/8"D DUMMY JOINT SEE NOTE 2'- 0" 2'- D" b r I I 1 I I 3/8- PP.EMOLDED JOINT FILLER (TYP)EME CURB AND GUTTER PLAN VIEW FACEOF CENTERL14LOF L� OURS �..5 FR111AE 0 GRATE IF' 6 1 2' 13' 1/2' R. MATCH " ROADWAY SLOPE FRAME AND GRATE - NOT INCLUDED /.. IN CURB AND GUTT6tB0 ITEM TOP OF VC ROADWAYROADWAY1A go .D E • o • ADJUSTMENT SECTION - NOT INCLUDED W CURB AND GUTTER BID IIFM A' CATCH BASIN - NOT INCLUDED IN CURB AND Gull BD REM k•• SECTION 0 / GENERAL NOTES: The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. ?. The expansion Joints of the adjacent sidewalk shall / I be adjusted to be In line with these curb / expansion Joints. 1C VIEW IIS V4 STD. PLAN - 101.1 CEMENT CONCRETE CURB PRO D: PUBLIC WORKS INSTALLATION AT DEPARTMENT CATCH BASINS C a ow AU - OAT(S //,- - MISC. DRAINAGE STRUC. DETAILS SURVEYED: MB 3 29 17 PA DESIGNED: MB MB 9 09 16 PA MB 81516 PA °R°W"` MB MB 7/07/16 PA CHECKED: PA BY DATE APPR APPROVED: SCALE: #3 BAR # FRAME AND VANED ORATE 5 V TWH1,llUOOPFORSHEIGHT TWO#3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION .w,,xas IXA TOM PRECAST BASE SECTION #3 BAR EACH CORNER 16 MIN. #3 BAR HOOP SEE NOTE 1 ALTFRNATIVE PRECAST BASE SECrION PIPE ALLOWANCES MAXIMUM PIPE YAlEA11LL INSIDE DIAMETER 1✓EINPgiCED OR 12.. PINN CONOETE AIL METAL RPE 15' �• 1T (STD. 6PEC.80520) SDLID WALL PVC tY (STD SPEC.9-05.12(1)) PR(Eap WALL PVC EC. -12'fi Hill(STD. S STORM SE NOTES 1. As acceptable allernefives to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area Of 0.12 square inches per fool shall be used with the minimum required rebar shown In the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 18". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grde to the lowest pipe Invert shall be 5'. 4- The frame and grate maybe installed with the flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the Inlet has been placed. o STD. PLAN - 200.30 �A A PUBLIC WORKS CONCRETE INLET ♦. DEPARTMENT fgAtpZ MARCH 2O08 1 N= Or HOR ZONTAALL 1D 983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONCRETE INLET NTS SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 3 AND SPECIAL PROVISON PLAN NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING rstraka 06/20/2017 Brianne Bannwarth 06/22/2017 A DEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM DF 8" WHICHEVER IS GREATER, ADJUSTMENT RING (1" MIN.) OR BRICKS. SEE NOTE 4. SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD PLAN 4 400.1. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' OF CLASS'B" ASPHALT OR TO A DEPTH THAT IS 2"BELOW THE BOTTOM OF THE UPPERADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BRICKS AND FRAME SHALL BE GROUTED ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE USE OF SHIMS IS PROHIBITED. STD. PLAN - PUBLIC WORKS TYPICAL UTILITY COVER DEPARTMENT WORKS ADJUSTMENT FOR PAVEMENT OR OVERLAY TYPICAL UTILITY COVER ADJUSTMENT CONSTRUCTION PERMIT SUBMITTAL DATE: CITY OF L I M E L I T E SHORT PLAT FIELDBOOK: � RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING NO: Planning/Building/Public Works Dept. CML DETAILS C14 R-398014 1'-01 1'-0'-- SEE CONTRACTI ROU PING 20"° 1) 1?pM R. (TYP.I CURB NOT INCLUDED IN BID ITEM - IN) SEE RAISED EDGE " 3'S' IIW PREMOLORJ.EREG .. J•� r-0' SIDEWALK DETAIL - THIS SHEET J.,NTF SLLCUT :QN, (SEECONTRACTI SL`PES 1rz• DN) R. (rvP.l WITH RAISED EDGE 1 1sXURSNOTINNGTrN auDEDmeIomEM- NOR�� _ bH�.Ft6TL .. .. F 3.e (INI PREMOLOEO ,,> FINISHED GRADE 1- IN) BELOW JOINT FILLER - TOP OFCONCRETE SURFACE 7-C' SIDEWALK ADJACENT TO CURB 1' D' 1' 0' MR. (SEE CONTRACT) RnU nING Irz"t"R(IYP.) _2.0'n 1 5%__� % CURB NOT INCLUDED IN BID rtEM - 1, ` are ItN '� BRIDGE OR PEDESTRIAN PRNT FILLER - WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARNIER-BEE SIDEWALK (STEEP FI.L SLOPESI COWRACT PLANS (BEE CO WRACTI WALL OR BARRIEf J I H2- QN1 R. (TYP.I FLUSH J I 15% CURB NOT INCLUDED IN BID ITEM- SIDEWALK rr,ir. v. s T-t' Irr VERTICAL WALL- 1'e'tlM) PREMOLDED SEE DETAIL JOINT FLLLER(TYP.I •'� ADJACENT TO CURB AND RAILING OR WALL 3T (IN) PREMOLOE0 JOINT FILLER SIDEWALK BUFFERSTRIP (SEE CONTRACT) fSEE NOTE1101 1a- IINI R. SIDEWALK ADJACENT TO WALL DETAIL V (TYPA CURBNOTINCLUDEDeIBIDrTEM- ' �S.u-:i'w�5r•�:i LEVEL 112-IINI R. �7I FINISHED GRADE 1- pN) BELOW TOP OF CONCRETE SURFACE FOR PLATING - FLUSH IF PAVED e ADJACENT TO BUFFER STRIP 0"� 1-RM R. ,!►•rr•'.e BROONIC-0FINISH ' , �' • 4'WIDE SMOOTH aA A'•u TROWELED PEFOMETER ABED EDGE DETAIL t` • E%TEND SIDEWALK TRANSVERSE 0" JONTS TO INCLUDE RAISED EDGE CEMENT CONCRETE CURB ,�- ICURS AND GUTTER SHOWN] NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. j Paved surfaces must comply with STD PLAN 102.1 as applicable. 3IS' � 11B'T01N' CO W RACTION JOINT IN SIDE WALK ONLY ee ' _ EXPANSION JOINT IN BOTH .•B �'e ?, TO'�' .•� �Br0'e CURB AND SIDEWALK (SEE STD PIAN 101U JOINT AND FINISH PREMOI E JOINT FILLLERR DETAIL -:X) EXPANSION JOINT ©CONTRACTION JOINT Y PUBLIC WORKS CEMENT CONCRETE M. PLAN - 102 DEPARTMENT SIDEWALK PPRO rED: TE OEM. CONC. SIDEWALK NTS Gregg Zimmerman, Public Works Administrator LANE LINE MARKING 7, 8„ STANDARD VEHICLE WHEEL PATH - MIN. 1'- MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W - 4.5' 3' MIN. MIN. 1' ACP CLASS* MIN. 6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE J\ 2.5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT Gt�Y o� ADOPTED CITY OF RENTON .. STANDARD PLANS LIT DATE: 02/05 02 ZOOS MODIFlED NOTES My DC 07 2004 1 MODIFlED NOTES Dcv Gz DATE REVISION BY PPR D DWG. NAME: H032 SP PAGE: H032 PAVEMENT RESTORATION (LONGITUDINAL) NTS cotc,"ra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com p A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH o CURB RAMP WIDTH -• SEE CONTRACT PLANS of w i I LL LANDING GRADE BREAK LANDING to GRADE BREAK SEE CONTRACT PLANS - CURB RAMP I 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE CONTRACT PLANS - I SEE NOTE 5 4'- 0" MIN. PROVIDE SMOOTH CEMENT CONCRETE TRANSITION TO SIDEWALK SIDEWALK-' SEE NOTE 5 I WIDTH (TYP.) SEE CONTRACT PLANS- 2.0 I MAX. 4, _ 0"� IN. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) - SEE , 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE V11 BREAK I TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) -• - _ 10.046 °'0°'E'pppp°0°° SEE CONTRACT PLANS , , - MAX. iiiiiiiiiiEii' •iiii 10.oMo MAX.MAX v„ CURB, OR CURB AND GUTTER - CURB, OR CURB SEE NOTE 4 AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 D SEE STANDARD PLAN F-46.10 FACE OF CURB FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER •- TO CURB (TYP.) CROSSWALK SEE NOTE 4 PLAN VIEW TYPE PERPENDICULAR A DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 4'- 0" MIN. 15 - 0" MAX. SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK 2.0% MAX. 8.3% MAX. LANDING CURB RAMP 'v SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 SECTION O CURB RAMP W/ WINGS NTS NOTES ��^ J CURB RAMP WIDTH 4'- 0" MIN. 1. Provide a Separate Curb Ramp for each marked Or unmarked crosswalk. LANDING TO MATCH CURB RAMP WIDTH -SEE CONTRACT PLANS Curb Ramp location shall be placed within the width of the associated crosswalk or as shown in the Contract Plans. GRADE BREAK 2. Where "GRADE BREAK" is Called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PLANS - Landing. MIN. 4 - 0" MIN. 2.01d MAX. 4. See the Contract Plans for the curb design specified. See Standard Plan BUFFER WIDTH - MATCH TO F-10.12 for Curb. Curb and Gutter, Depressed Curb and Gutter, and V., CURB RAMP DEPTH (TYP.) Pedestrian Curb details. 1 ar, 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details. \i See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb. Curb and Gutter, Depressed Curb and Gutter, / Pedestrian Curb, or Sidewalk. CEMENT CONCRETE PEDESTRIAN cuRe - 7. The Curb Ramp maximum running slope shall not require the ramp length I SEE NOTE 4 to exceed 15-feet to avoid chasing the slope indefinitely when connecting DETECTABLE WARNING SURFACE - to steep grades. When applying the 15-foot maximum length, the running SEE STANDARD PLAN F-45.10 slope of the Curb Ramp shall as flat as feasible. DEPRESSED CURB AND GUTTER 8. Curb Ramp, Landing, and Flares shall receive broom finish. See CROSSWALK Standard Specifications 8-14. PLAN VIEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) CEMENT CONCRETE PEDESTRIAN CURB -- GRADE BREAK SEE NOTE 4 COUNTER SLOPE - 5.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE MIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT IN AREAS OF NEW PAVING, INSTALL PAVEMENT PER PAVING PLAN EX PAVING SUITABLE NATIVE OR GRAVEL BORROW COMPACTED IN 8" MAX LIFTS TO 95% DENSITY ON PRIVATE PROPERTY CRUSHED SURFACING PER WSDOT 9-03.9(3) OR BANK RUN GRAVEL PER WSDOT 9-03.19, IN ROADWAYS AND PUBLIC ROW GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER SECTION 9-03.12 (3), OF THE WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% DENSITY 6" MIN. 4" MIN. WIDTH=1.5 x PIPE DIA + 18"MIN FOR 6" W=27"MIN 8" W=30"MIN 12"W=36"MIN FLEXIBLE PIPE LEGEND SLOPE IN EITHER DIRECTION DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 3" R TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 8 CEMENT CONCRETE CURB Q P.'T RICE AND GUTTER - SEE NOTE 4 4Q OT pASc. 8s. n n CURB RADIUS DETAIL O rat ko PB ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 'o C' 00 ,Q 34363 �U� s� �0ISTV, �"ONAL ECG $k$. OHIZ €m��8 PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch M 6/20113 STATE DESIGN ENGINEER GATE wasbin9ron Sole Department of Transportation IN AREAS OF NEW PAVING, INSTALL PAVEMENT PER PAVING PLAN RESTORE LANDSCAPE EX PAVING %" MINUS CRUSHED ROCK - COMPACTED TO 95% DENSITY MINUS CRUSHED ROCK COMPACTED TO 95% DENSITY PAVEMENT RESTORATION (TRANSVERSE) /I 1 NTS 6" MIN. 4" MIN. WIDTH =1.5 x PIPE DIA + 18"MIN FOR 6" W=27"MIN 8" W=30"MIN 12"W=36"MIN RIGID PIPE RESTORE LANDSCAPE \\ Cimils of pipe / ompaction -I II O.IS O.D. min. ]anus of pima ompacuon Q 0.65 O.0. min. gravel backfill Dravdetl-fllfar for pipe bedding fountla0ons when specifietl A. Metal and Concrete Pipe T max 0.15 rise min. climils of pipe ompadlon �65 rise min. gravel backfill9ravel backfill for forpipebedding fountlelions when specified B. Pipe - Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction In an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed In accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be Installed In accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3', at which point 3' shall be used. " T-0" for diameters 12" through 42" and spans through 50". T-O" for diameters greater than 42" and spans greater than 50". IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILIT rstraka 06/20/2017Y } DEVELOPMENT ENGINEERING Brianne Bannwarth 06/22/2017 ' W (see note 6) limit of pipe zone bedding material for flexible pipe I. note 6) m O.D. foundation level $ A = W min. 27" I.D. and under 6' min., over 27' I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. an tamp under haunches. 3. Compact bedding material to 95% max. density; directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOTIAPWA specifications for trench width "W" and trenching options. The pipe zone will he the actual trench width. The minimum concrete width shall be 1 I.D. = 18". 5. Trench backfill shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per fool of pipe diameter shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" In aggregates section of the WSDOTIAPWA standard specifications for the material specifications. ILLLLd Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. EMMethod B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cone., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 1 12" 43" to 142" span / 3 148" to 199" 48" Y STD. PLAN - 220.00 A� PUBLIC WORKS PIPE COMPACTION p�R$ DEPARTMENT DESIGN AND BACKFILL �'NTO MARCH 2O08 5 TYPICAL TRENCH SECTION /6-N PIPE COMPACTION AND BACKFILL C13 NTS C13 NTS CONSTRUCTION PERMIT SUBMITTAL SURVEYED: SCALE. VERTDATE: a_ f HORIZONTAL NAD 1983/1991 q 3/29/ 17 DESIGNED: 7 SHARED DRIVEWAYS Me 3 29 17 PA MB _ 1 O •• CITY OF L I M E L I T E SHORT PLAT FlELDBOOK: 6 CITY COMMENTS MB 9 os 16 PA RENTON 16204 114TH AVE SE, RENTON, WA 98055 ML PAGE: 5 CITY COMMENTS MB 8 15 16 PA °�W"' Me DRAWING NO: 4 CITY COMMENTS MB 7 07 16 PA CHECKED: ONE INCH DATUM PA AT FULL SCALE Planning/Building/Public Works Dept. CML DETAILS C13 IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF: R-398013 E a LCJ N TO r` `o CT) N CI 0 E CE cy (n J 0 J U o_ U I q- In 0 N kD o cn N CD O i c 0 0 U N O o_ w C) 0 U 17 DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-C-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID EX1SA"AGPOPO / DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD moo. y2 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8- QUARRY SPALLS GEOTEXTILE sy 12' MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM D4751) 1200 PSI MIN. GRABTENSILEELONGATION(ASTM D4632) 30%MAX. MULLEN BURST STRENGTH (ASTM D3786-80A 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS 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 ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR 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 BE 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 EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. e PUBLIC WORKS STABILIZED STD• PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 STABILIZED CONSTRUCTION ENTRANCE 5' MAX. DRAINAGE GRATE GRATE FRAME 3 4 d � D SEDIMENT AND DEBRIS -� OVERFLOW BYPASS • b "„7;:'•` o P BELOW INLET GRATE DEVICE FILTERED WATER ° p d p p SECTION V IE W DRAINAGE GRATE - REC' ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built -In high -Flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). EM (TYP.) Y *� + PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 `8 DEPARTMENT �d'AiTO� MARCH 2O08 CATCH BASIN PROTECTION JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"I2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL 2"X4• WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE 30-100 SIEVE SIZE IDrAD.15MM) FOR SILT FILM ADS (ASTM D4]51) '0 RXIS1EVE SIZE 10.30O.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D4911 0.025EC^-1 MINIMUM GRAB TENSILE STRENCHT(ASTM D4632) 180 LBS. MIN. FOR EXTRA 5TRENGH FABRIC 300 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION(ASTM D4632)130%MAX. ULTRAVIOIATE RESISTANCE (ASTMD4355)170%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT 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 THEN CAUSING CHANNEL17ATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. Y pt� O n + + PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 DEPARTMENT �FN.fO� MARCH 2O08 FILTER FABRIC FENCE NTS C12 NTS C12 NTS -� FACE OF CURB 6" CEMENTCONCRETE 11T R. 1"R. - SIDEWALK RAMP 6t/2 VARIES _ I OR LANDING 51/2" 1" FROM T 6- TO D TOP OF i(' ° • n ° Fcl� ROADWAY - JOINT FILLER D 12' R. / JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB ° AT SIDEWALK RAMPS AND LANDINGS 1,-6" FACE OF ADJACENT CURB CEMENT CONCRETE 6112" -' TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET ' _r FACE OF ADJACENT CURB 1:24 TOP OF 6 112_ .' - FLUSH WITH GUTTER �- �1" 12"R. ROADWAY �- PAN AT SIDEWALK 2" RAMP ENTRANCE D 1:12 / - 1:24 ° TOP OF ° D 112• R./ ROADWAY DEPRESSED CURB SECTION • ° DP "I AT RESIDENTIAL DRIVEWAYS ONLY. ICI \\!l FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1042 DEPRESSED CURB SECTION FACE OF CURB AT SIDEWALK RAMPS 611T 5 112' L 1" 112"R. 1"R. FACE OF ADJACENT CURB T TOP OF o ROADWAY GUTTER SURFACE _L- • D B 114" I 1" R. D , CEMENT CONCRETE ° ' '• TRAFFIC CURB • D DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and Contraction joint spacing. 2. Not used. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 PUBLIC WORKS STD. PLAN 101 - DEPARTMENT CEMENT CONCRETE CURBS PR 'ED F1VT0 It ',A* CURB AND GUTTER DETAILS NTS coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com 7 n' AAINI .._... _..__ EXIS IING ASPHP PAVEMENT SAWCUT (SEE NOTE 2) R 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER, 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 * PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL y ATE CURB AND GUTTER DETAIL KITC 7 SHARED DRIVEWAYS 6 CITY COMMENTS 5 CITY COMMENTS 4 CITY COMMENTS NO. REVISION STREET/CONTROL L 30, IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING PROP. rstraka 06/20/2017 0 Brianne Bannwarth 06/22/2017 0 ROW 13' 8.5' 5' 3.5' STREET PLANTER SIDEWALK TOP OF CURB (PROFILE POINT) EXISTING GRADE (TYP) 2.0% 4 3 ASPHALT PATCH 5" PERVIOUS CONCRETE SIDEWALK C15 C15 4 CURB AND GUTTER PER 8" TOPSOIL, HYDROSEED OR SOD C 1 COR STDS BE 162ND ST TYPICAL ROADWAY SECTION J NTS STREET/CONTROL PROP. CL ROW 1 30' 1 13' 8.5' 5' 3.5' STREET PLANTER SIDEWALK TOP OF CURB (PROFILE POINT) EXISTING GRADE (TYP) 2 0% 111III111 lllii 4 ASPHALT PATCH 5" PERVIOUS CONCRETE SIDEWALK 3 C15 C15 4 CURB AND GUTTER PER 8" TOPSOIL, HYDROSEED OR SOD C 1 COR STDS 114TH AVE SE TYPICAL ROADWAY SECTION NTS BIDITEIA RAxUDESSIDEWADIRA! e wN -FRE.ISEE NOTE TI 6 I, MEN V CO DCTK`I` ff , SEE NOTE CENENTCONcgETE R1r.1P WIiN laity SLOPE (IYP.) B CUF GU F ISEE NOTE 11 YB' CONTRACTION 10w (M.) (SEE STD. PL ui uul PLAN VIEW VAME9 '-ISEE NO'F TDI el%MAX. SEENOTESIT , .I craw c• MN fi' M11N CENENi CONCRETE MESToP IIWI RYPI smEwaaK 6ECTION O ISEE Sio. vtAN t@i \ a.amP.l ' REPRESSED LURE d GUliER Id!l NDR ]I eoEWax mDw . DIFFERENCE IN SLOPE r.Nx - DNVEWAY WI rNE SLOPE (SLOPE SHOWN EXAOCFMTE01 1]% ',� - t ia, • DIIIVEV AY / Y Hw DRIVEWAY W. RELATIVE r ° sE ON O NE TNESLOPE fSL SHOWNEXIGG Met i - CEMENT CONCRETE CURS d GUTTER (SEE NOTE 3) rl CEMEM CONCi .1ae uc _ OMTN'C ETAa Si0 PLAN tw]I TYPE R1B -ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 a ` PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPP. \'FD: DEPARTMENT ENTRANCE -TYPE RIB �, m � Z NT A-; {SEE NOTE al ISEE NOTE e) ID U Of PAVED oalvswer gEouweo Ld'EXPANSIONIAMj!]'P4 cE (SEE SiD. PLAN 1@I COMCREIE snEwux iBEE NCtE s e m = Gregg Zimmerman, Public Works Administrator y..¢„�\ \ ~•�' \�`�� CEMENT CONCRETE `- CURB 8 GUTTER J / (SEE NOTE 3) CEMENT / % DEPRESSED MONOLITHIC CONCRETE -, SIDEWALK CURB AGUTTER (BEE DETAIL THIS SHEET) �` • w4%� TYPE C2B - ISOMETRIC VIEW (COMMERCAAt, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full dep'J) expansion Joint with 3/8' Joint filler along the driveway lane lines FACEGFICURB (see aid, plan 102). Construct expansion joints parallel with Lite �© a1¢ own DEPRESSEDHIS HCURB DETAIL centedlne as required at 15' maximum spacing when driveway COKTRACTtON JOINT STO PUN 102 widths exceed 30', a� r , b 1lrR TaPaF / ROADWAY 2. See std. plan 102 for sidewalk details, -� a jL 3. Curb and gutter shown, other curb designs may be specified. ,j� %" '• ' See std. plan 101 for curb details. 4. Not used. �- 1'-Ir 5. The engineer will design all driveways to Include elevations at all NOTE: DRIVEWAY LONcrruDINAL!!oANSION points marked with symbol "X". All elevations Bra at the back of JDINTB stvu BE FUC=RB H DEPRESSED MONOLITHIC CUI� &GUTTER DETAIL curb top on uphill side 6. Not used. 7. For Driveway Widths sea DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Isamelrlc view. 8. Slopes shall Comply with seCSlons R303.2.1 Or R303.2.2 Or - FACE OF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public Rights November 23, 2005 \ 1" -of -Way of (PROWAO). 9. Curb reWme for any Type C-MAX Driveway may be approved on a case -by -case basis. ', yo fit. R ACE 10. STREET STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 5 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STAN DARDS DEPRESSED CURB DETAIL AT RESIDENTIAL ORCOMhERCULL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations _ Driveway Example: TYPE C1B CHAPTER 4 R=Resldensd, C--Gomm cw CITY-WIDE PROPERTY DEVELOPMENT STANDARDS 1} Number of Laren, Section 4-4-080 PARKING, LOADING AND DRIVEWAY (MAx=4 Lane Commerrtaq REGULATIONS B-Bufter(Renting Strip), Blank-NoSuffw PUBLIC WORKS CEMENT CONCRETE DRIVEWAY D - 104az R 'V DEPARTMENT ENTRANCES - NOTES AND DETAILS Arr s DRIVEWAY DETAILS C12 NTS SURVEYED: SCALE: CONSTRUCTION PERMIT SUBMITTAL �� w� f HORIZONTAL-TICAINAD 1983/1991 4► 3/29/17 MB 3 29 17 PA DESIGNED: 10•� CITY OF L I M E L I T E SHORT PLAT FIELDBOOK: MB 9 09 16 PA MB RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: MB 8 15 16 PA DRAWN: MB DRAWING N0: MB 7 07 16 PA CHECKED: ONE INCH DATUM PA AT FULL SCALE Planning/Building/Public Works Dept. CML DETAILS C1 If NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OR R-398012 R-39801 1 CONTRACTOR SHALL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET N N N OVERLAY REQUIREMENTS. ROW LINE (TYP) - n W W W II_ FILL AREA GRADE ' O TO DRAIN CB 3 CB #2 1 FILL AREA GRADE TO DRAIN 12" SID — �•— — —�` 12" SD ' M /`1 - REMOVE EX 12" CULVERT SAWCUT LINE I 1550 — 25+00 RESTORE EX SURFACES (TYP) 25+50 1 — — 26+00 SS SS SS SS SS WI WI =1 � (A 1 W0 'W^^ d �CIS�Q�Z� S 1 U z � 1 cD Iw 0 1 N ��cnCD n W 7 Psi CB #1 REMOVE EX INLET RIM 472.59 -- IE 12" CPEP N 470.26 - IE 12" CPEP E 470.24 -i IE 12" CPEP W 469.84 I I I q I I _ I 26+50 26+56 I I 1 I I 1 I of Ic I Ni I - RESTORE PAVEMENT MARKINGS (TYP) I 1 I 1 � I 1 1 I 1 I I � 1 I 1 CONNECT TO EX CB I L !J 24+50 25+00 25+50 26+00 SE 164TH ST STORM PROFILE 26+50 Know what's below. Call before you dig. coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraeng i neeri ng.com 114TH AVE SE PROFILE SCALE: HORZ. 1 " = 10' VERT. 1 " = 5' SURVEYED: SCALE: 7 SHARED DRIVEWAYS MB 3 29 17 PA DESIGNED: MB 6 CITY COMMENTS MB 9 09 16 PA 5 CITY COMMENTS MB 8 15 16 PA DRAWN: MB 4 CIIY COMMENTS MB 7/07/16 PA CHECKED: PA I NO. REVISION BY DATE APPR APPROVED: U b U� _z 0 O J r___ � II W C;E ErV 470 475 470 LEGEND 1 CB TYPE-1 C14 CB TYPE-2 48" STORM DRAIN MAIN SANITARY SEWER MAIN SANITARY SERVICE LINE — WATER SERVICE LINE WATER/FIRE MAIN FIRE HYDRANT Q CONIC THRUST BLOCKING HORIZ WATER TEE Im WATER METER 1 SS3 NOTES 1. SEE SHEET C1, C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C13. 3. SEE SHEET C11 FOR ROADWAY SECTIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. 6. COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS IS MAINTAINED AS REQUIRED. 7. PROTECT UTILITIES TO REMAIN. 8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF RENTON STANDARDS. 9. THE DITCH AREA WILL BE RE -GRADED TO ALLOW THE CATCH BASINS TO COLLECT FROM FROM THE ROADWAY AND THE ADJACENT PRIVATE PROPERTY AND WILL BE PLANTED WITH GRASS. EDGE OF PAVEMENT TO THE EXISTING DITCH LINE SHALL BE AT A SLOPE OF 6:1. MAX. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY } DEVELOPMENT ENGINEERING 0,44 rstraka 06/20/2017 ir Brianne Bannwarth 06/22/2017 CONSTRUCTION PERMIT SUBMITTAL DATE: 1988 1 "_ 10, HOR ZONTAL: NAD D1983/1991 CITY OF L I M E L I T E SHORT PLAT 3/29/ 17 FIELDBOOK: RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: ONE INCH DATU M DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH FRONTAGE IMPROVEMENTS 114TH AVE SE C10 SCALE ACCORDINGLY SHEET: OF: R-39801 0 Hills] 475 swe W E.1 1 CONTRACTOR SHALL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET 1 OVERLAY REQUIREMENTS. 1 PROTECT EX WATER-- 1 REMOVE EX 12 CB4 CULVERT 1p'��.;:..�iai .��u��'°��.[..��:. 12" SD O RESTORE EX 1 SURFACES U �fRESTORE EX 1 FILL AND GRADE TO - M M SURFACES (TYP) -M - W 1 DRAIN 3 SAWCUT LINE Wi _ - 22+50 i 23+00 I FILL AND GRADE TO �- - 23+50 DRAIN 1 - W 24+00 iJ S W i SS SS SS —ISS � 3 1 3 Ln i— QSO � CIS (IS CIS QS QS 1 CIS — -u —u3 lip 1 1 =�(J� �Ln 3 i= (J� 1 B OO q 06 (J \ i II II 00 >< z N L N N ftt Q7= SS W ROW LINE (TYP) 1 i SS — 1 1 '-►F -- -- -- -- 1 1 -1 i PROTECT EX WATER 1 1 FILL AND GRADE TO m DRAIN - m REMOVE EX 12" CULVERT 2244��I _ U F- U OO w n- U N z cn W U n, n n n coterra ENGINEERING PLLC Know what's below. 321 3rd Ave South, Suite 307 Call before you dig. Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com 114TH AVE SE PROFILE SCALE: HORZ. 1 " = 10' VERT. 1 " = 5' 7 SHARED DRIVEWAYS 6 CITY COMMENTS 5 CITY COMMENTS 4 CITY COMMENTS NO. REVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY0=.BriannLeoBannwarth rstraka 06/20/2017 MENT ENGINEERING 06/22/2017 I I SURVEYED: MB 3 29 17 PA DESIGNED: MB MB 9 09 16 PA MB 8 15 16 PA DRAWN: MB MB 7/07/16 PA CHECKED: PA BY DATE APPR I APPROVED: I im - A 1-6 10 1 1 1 1 1 1 1 1 1 -i 1 1 NOTES 1. SEE SHEET C1, C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C13. 3. SEE SHEET C11 FOR ROADWAY SECTIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE TH APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. 6. COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS IS MAINTAINED AS REQUIRED. 7. PROTECT UTILITIES TO REMAIN. 8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF RENTON STANDARDS. 9. THE DITCH AREA WILL BE RE -GRADED TO ALLOW THE CATCH BASINS TO COLLECT FROM FROM THE ROADWAY AND THE ADJACENT PRIVATE PROPERTY AND WILL BE PLANTED WITH GRASS. EDGE OF PAVEMENT TO THI EXISTING DITCH LINE SHALL BE AT A SLOPE OF 6:1. MAX. U-1141 475 LEGEND 1 CB TYPE-1 C 14 CB TYPE-2 48" 2 STORM DRAIN MAIN SANITARY SEWER MAIN SANITARY SERVICE LINE — — WATER SERVICE LINE WATER/FIRE MAIN 470 )111111, FIRE HYDRANT a CONIC THRUST BLOCKING HORIZ 465 WATER TEE WATER METER 1 SS3 460 ASPHALT CONIC PAVEMENT CEM. CONC. PAVEMENT PERVIOUS 3 CONCRETE C 15 SIDEWALK CONSTRUCTION PERMIT SUBMITTAL SCALE: VERTICL: 1988 1 �_ 10, HOR ZONTAL: NAD NAVD1983/1991 CITY OF L I M E L I T E SHORT PLAT 3/29/ 17 FIELDBOOK: RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING NO: ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE IMPROVEMENTS 114TH AVE SE C9 IF NOT ONE INCH SCALE ACCORDINGLY SHEEP: OF: R-398009 Z N (0 T W co M - S1° 31 39.44„W!I 114TH AVE SE STA +00 = SE 162ND STA 10+00 CONIC MONUMENT W/ BRASS - N 170084.65 9 - E 1305087.02 ° a a a ° J Jj �r-9z�0) Cn Oj O ZNN �I� ° O o O =1 c�i�CDC-O �z00z ° Q ill Q STA 21 +51.68, 13.00' LT m L 16 IDE DRIVEWAY z0-) SEE SHEET C5 FOR O ( ONSITE UTILITY PLANS W O I� O U� N �0 1 LINE (TYP) J 1 RIQIECT EX UTILITY POLE � 4' WIDE ACP LANDING 1 SLOPE AT 2.0% MAX ACP RAMP, SLOPE AT 12• -T MAX, MATCH EX GRADE \ CB #5 1 3 1 „ D 0 00 E- Ir2�-e�m ! m _ !m j FILL AND GRADE TO DRAIN ! ELEC CABINET, ! I SEE LIGHTING PLANS 1 �2+00#6 i rn m STA 21 +79.12, 13.00' LT END CURB AND GUTTER AND PROJECT SIDEWALK STArr'k1f77.12. 42.24' LT 1 1 1 1 1 1 J m ' .......... _ N ...... Lin 1 . . . . . . . . . . CV cV W CV �_ 485 ..........,. .......... ; p w ....... c w ...... a' w w o . . . . . . ..EX CENTERLINE i �� L + p� o��___ _r + C68+ rnp a; 060-) r- �p rn cflr7 GRADE ! p. 00 00 � a EX GRADE AT ROADWAY N co s N ¢ Q � 4 � + w N � + m N c� � � CO� REMOVE EX 12"1 1 c~i� U iY !�' CENTERLINE PROPOSED TOP OF CURB ELEVATION cn m i� LEI 00 z E w � CULVERT Ln w 1. 480 ............ ............... 1 FILL AND GRADE - 1 - . -030% �� TO DRAIN 45 LF 12" DI SD 1.0% Q EX - - ........... - .... - �q� .: - - - - i m O ............................................................. 6"SS, FIELD VERIFY ELEVATION ......�. ..... ... ..... .. ........' rn ...... . ................. PRIOR TO CONSTRUCTION � .. �:..-.- ._ — 14 LF �, — ------ 1(A 475 ... .- • % L12 FIELD VERIFY ELEVATION OF EX 8" I .......... 1 ITI WATER MAIN PRIOR TO CONSTRUCTION I m TO ENSURE 6" CLEARANCE FROM 470 PROPOSED 12" SD, NOTIFY ENGINEER OF POTENTIAL CONFLICTS EX 6" SS, FIELD VERIFY ELEVATION ... .. 1 - o PRIOR TO CONSTRUCTION 0 - U o p W SAME STRUCTURE CB 6 1 cn z �-' SAME STRUCTURE CB #5 1 465 � �, p ,� O 475 1 �w a_ 1 g1 - +mo,� N C.� 1. 460 00 470 15 LF 12'' L" � � w SD 2.00% O i STA 21 +93.00, 17.5' LT 1 48" CB #6 TYPE 2 W/ SOLID LID ! 455 RIM 479.15 1 IE 473.73(N), 469.93(SE), 476.55(8" NE) 1 M0) C�o OOr?CR co 1`-�N!n C�o co CO Lnpr 00 LgpcV 00 m 00 m 00 m 00 m 06 O 00 ai 450 �� mF-m �� mom c)�� mom �� mom �� mom �� mom 20+00 20+50 21+00 21+50 22+00 Know what's below. Call before you dig. co.:,erra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com 114TH AVE SE PROFILE SCALE: HORZ. 1 " = 10' VERT. 1 " = 5' 7 SHARED DRIVEWAYS 6 CITY COMMENTS 5 CITY COMMENTS 4 CITY COMMENTS NO. REVISION SURVEYED: MB 3 29 17 PA DESIGNED: MB MB 9 09 16 PA MB 8 15 16 PA DRAWN: MB MB 7 07 16 PA CHECKED: PA BY I DATE I AP P R APPROVED: SCALE: 1 a_ 10, HORIZONTAL: N D 11983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Egm 2N 475 NOTES 1. SEE SHEET C1, C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C13. 3. SEE SHEET C11 FOR ROADWAY SECTIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. 6. COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS IS MAINTAINED AS REQUIRED. 7. PROTECT UTILITIES TO REMAIN. 8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF RENTON STANDARDS. 9. THE DITCH AREA WILL BE RE -GRADED TO ALLOW THE CATCH BASINS TO COLLECT FROM FROM THE ROADWAY AND THE ADJACENT PRIVATE PROPERTY AND WILL BE PLANTED WITH GRASS. EDGE OF PAVEMENT TO THE EXISTING DITCH LINE SHALL BE AT A SLOPE OF 6: 1. MAX. LEGEND -- 1 CB TYPE-1 C14 \� CB TYPE-2 48" C 14 - - - - - - - STORM DRAIN MAIN SANITARY SEWER MAIN SANITARY SERVICE LINE — WATER SERVICE LINE WATER/FIRE MAIN ASPHALT CONIC PAVEMENT 470 CEM. CONC. PAVEMENT 465 PERVIOUS 3 CONCRETE C 15 460 SIDEWALK 455 - - - - - - - - SAWCUT LINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERINGn,77 rstraka 06/20/2017 'rianne B Bannwarth 06/22/2017 CONSTRUCTION PERMIT SUBMITTAL DATE: n �% CITY OF L I M E L I T E SHORT PLAT FlELD3/29/17 IMU REN TON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: Planning/Building/Public Works Dept. DRAWING NO: FRONTAGE IMPROVEMENTS 114TH AVE SE R-398008 R-398007 CL Ln 0 L 0 N N 0 E 0 3 Z n d 0 z N (L (o U (L (n 0 z N C 0 c, N co Lj E o o 0 U .o a 0 N o 0 T o E o U / w w o- w O U ai i� CONTRACTOR SHALL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET P K NAIL OVERLAY REQUIREMENTS. O O SE 162ND ST STA 10+00 - W W—-- W i CONC MONUMENT W/ BRASS DISC A N 170084.65 � c" E 1305087.02 (C12 SE 162ND ST SEE SOOS CREEK SEWER MAIN _ _ - + o 8 _ _ » m PLANS FOR SANITARY SEWE,R4 ) c� S88° 29 38 90 E 10+50 � 11 +00 IMPROVEMENTS- (TO) w - 1 i i Cn r, cl, m 0 .i CT Cl) N O 480 S EIFA L LJ a c� 0 LJ z . . N O N \ O cN0 + 00 CD CD EX TOP OF CURB ELEVATION II Cfl a PROPOSED TOP OF CURB ELEVATION II + o I�ail O �00� Q -1��.� w U-1 vFrw F 1 1.46% SEE SHEET C8 FOR SD PROFILE 470 ED& 1.79% 174 LF 12" SD 1.5% EX GRADE AT ROADWAY CENTERLINE O CD Cp co r) r' cq 7: r-C-4 Ln N�0 LC) . Cy) �r` 00- O�- N njN njN 00 00 00 0000 Do 00 00 0000 00 00 00 U U3: U C U U U 3:: U C. U U U mF- m mF- m mF- m mF- m mF- m 10+50 CURB RETURN TABLE NO. A R STA PC LOCATION TOP OF CURB ELEVATION STA PT LOCATION PC 1 4 1 2 3 4 PT O 89°58'41.7" 25' 10+12.99, 37.99' RT 479.55 480.14 480.09 480.57 480.74 10+37.99, 13.00' RT Know what's below. Call before you dig. co. :)rra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com 11+00 11+50 SE 162ND ST PROFILE SCALE: HORZ. 1 " = 10' VERT. 1 " = 5' NOTES U X �- Lil (n ck� o Uj o �Q ow LEI-�^ U_ Z 0_ -J LLJ Uij �w Qw U U) Uj Z 1- of W of Q p U U IY ZIw-'�CD 00 o¢� CD N O a U � •� U N + Lil 2 �oo � U 10w 1-5 `n - a- 12+00 O O CD 00 I I cn ' 482.97 482.90f(E)� O m N 00 I I LLJ LLI Q . . . (D 0 LJ �L z Un L o r7. �. LLJ + + 0_ - .N c, N �. II . . N O .00 CD m .� F w. (n Uor_ W 483.43t(E) SS & SS t? ,I0' RT E/ C.AND GU7ER RA E 21 MAX — M X PITCH -GRADES I 1 74'X5'X12" THICK RIP RAP ACP P, SLOPE AT 12:1 MARL, M TCH EX GRADE 4' WIPE ACP LANDING LOPEI AT 2.0% MAX � S 1 +30.31, 24M RT H E R J E TE EWALVK� �I �I J &A!k-1 m HI:11 Ekk 470 . N N CY) — 00 Co . . 0o Ln I'(i 0p O CD r'i 00 r) � c00 00 0c) 00 00 00 00 d00 - � � dc- AA-X; mI- m mI- m mI- m 1. SEE SHEET C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C13. 3. SEE SHEET C7 FOR ROADWAY SECTIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. SURVEYED: 7 SHARED DRIVEWAYS MB 3 29 17 PA DESIGNED: MB 6 CITY COMMENTS MB 9 09 16 PA 5 CITY COMMENTS M13 8 15 16 PA DRAWN: MB 4 CITY COMMENTS MB 7 07 16 PA CHECKED: PA NO. REVISION BY I DATE APPR APPROVED: 12+00 12+50 .----- --- --- 1 CB TYPE-1 C14 ' 2 CB TYPE-2 48" C 14 - - - - - - - STORM DRAIN MAIN SANITARY SEWER MAIN SANITARY SERVICE LINE — — WATER SERVICE LINE WATER/FIRE MAIN CURB & GUTTER 4 C1 ASPHALT CONIC 2 PAVEMENT C 15 CEM. CONC. 6 PAVEMENT C1 PERVIOUS 3 CONCRETE C 15 SIDEWALK - - SAWCUT LINE 175 PROP. F.G. CONTOUR N WATER VALVE -cam PIPE OUTLET IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. SURFACE WATER UTILITY DEVELOPMENT ENGINEERING THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR rstraka 06/20/2017 CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO Brianne Bannwarth 06/22/2017 DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE CURRENT PLANNING ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. mdavis 06/20/2017 ' 6. COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS IS MAINTAINED AS REQUIRED. 7. PROTECT UTILITIES TO REMAIN. 8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF RENTON STANDARDS. CONSTRUCTION PERMIT SUBMITTAL SCALE: DATE: 1 >a_ 10, HORIZONTAL: N D 11983/1991 CITY OF L I M E L I T E SHORT PLAT 3/29/17 FlELDBOOK: RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: A ONE IN DATUM FRONTAGE IMPROVEMENTS DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C6 IF NOT ONE INCH SCALE ACCORDINGLY SE 162ND ST SHEET: OF: R-398006 REFER TO ► 1 1F4FA P FRONTAGE / DOMESTIC SERVICE CONNECTION PER SOOS CREEK STANDARD PLANS. CONFIRM METER AND SERVICE SIZING WITH PLUMBING DESIGNER (TYP) 001 I I --! CH IYPE 1 I -- T - - FUTURE I / 1 I RIM 480.45 0 ,� _IE 477.57 _ _ — — I C NECTION I 0T)1 I� 16 LF 8" SD \ \ cnl 1 1i I I l i7777 00 I i I� 16"DEC CB TYPE 1 FF 83.13 NI 5' / RIM 480.36 I ✓ M I a IE 477.25 I I 1 I I_n ,c 1 I / Q,� i SHARED UTILITYLf I I EASEMENT (TYP) FF= 483.07 I RIM 479.64 rLQ f P E 1 i �9/ IE 476.45 _ _ — ASIN TYPE 1 CD ��VN C P STUB FOR FUTURE -- - 7 476.757 =.47�7.3 5 BLDG -CONNECTION a. — — — 1 % _(L� IE 476.81 I� a — —•—--- ——•— --- --- -- - 51 LF 8" SD •--•-- _ N 106 1 I; — —� SD MANHOLE54"W/ Q--------------- ----- 479.64 I iLOV1i CONTROL STRUCTURE UNDVATE ERGROUND DETENTIO FACILI �I 1 PK NAIL / I 4 9. I SYS EM C6-6 -0 - IE 78" 469.32 (6" DEAD STORAGE _j — — 1 _._—•—"-SD _ JE_469�12"STD-- -- -- -- -- -- — REFER TO SOOS '- IE 469.81 (36" E, IN)� �� E �E 14914.6 7 CREEK SANITARY � 1 Z SEWER PLANS 1 I \ FOR SIDE SEWER AND SEWER 1 MAIN EXTENSION 1 Ln PLANS - N Z cn Lf N 1 c o - c - N 1 Ld VCD I 1 J. 'I c / E 1 U O � I PRO CT 1 c �" EX UT�TY J 1_ 9� CD —1 POLI R M ION 0. 10CN ~j 0 JE Know what's b@IOW. Cal before you dig. i.� Q0 I \ I SHARED UTILITY ! ) o I I EASEMENT (TYP) ♦ e k ,e -------------- L CB TYPE 1 RIM 479.25 IE 47ffT REBAR/CAP "15025" coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com DETENTION ACCESS i RISER (TYP) I I 20 LF 8" SD — — — — — — — — — — — — — — — — -- \� `1 ' 1� MAT SERVICE SWALE S88023 09"E 200.30' 35163 ,�,I STER�'� ZJSIONAL� 7 SHARED DRIVEWAYS 6 CITY COMMENTS 5 CITY COMMENTS 4 CITY COMMENTS NO. REVISION i' I� I� I I co cI 0011 L" .J II CATCH BASIN TYPE 1 RIM 480.80 —1 7 - IE 477.77 I< LOT 5 WATER SERVICE (TYP) STUB FOR FUTURE BLDG. CONNECTION IE 476.39 A_.—.—<_.—.—<_.—.—<_.—.—<_ —CATCH BASIN TYPE 1 _ — — �RIM 480.80------ \ IE 47. 7 \ LOT 5 WATER SERVICE (TYP) STUB FOR FUTURE BLDG. CONNECTION IE 476.39 A_.—.—<_.—.—<_.—.—<_.—.—<_ —CATCH BASIN TYPE 1 _ — — �RIM 480.80------ \ IE 47. 7 \ SURVEYED: MB 3 29 17 PA DESIGNED: MB MB 9 09 16 PA MB 8 15 16 PA DRAWN: MB MB 7/07/161 PA CHECKED: PA BY DATE I AP P R APPROVED: SCALE: 1 "=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FF= 481.55 PROPERTY LINE \ I Ln 7t L-L 1 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING rstraka 06/20/2017 ' Brianne Bannwarth 06/22/2017 CURRENT PLANNING mdavis 06/20/2017 NOTES 1. SEE SHEET C1 AND C2 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND GENERAL SANITARY SEWER NOTES. 2. ALL ROOF DOWNSPOUT CONNECTIONS TO THE FUTURE BUILDING STUB OUTS SHALL BE PERFORATED PIPE. MAINTAIN 5' MIN. SEPARATION FROM BUILDING. 3. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON AND SOOS CREEK SEWER AND WATER STANDARDS AND REQUIREMENTS. 4. SEE SOOS CREEK SEWER PLANS FOR SANITARY SEWER MAIN WORK AND SIDE SEWER STUBS WITHIN THE RIGHT-OF-WAY. 5. VERIFY SIZE OF NEW WATER METER AND SERVICES WITH PLUMBING DESIGNER AT TIME OF BUILDING PERMIT. 6. COORDINATE METER INSTALLATION WITH BUILDING PERMIT. PROVIDE 18" MIN. COVER OVER DOMESTIC WATER SERVICE. (DOMESTIC WATER SERVICES SHOWN FOR INFORMATION ONLY.) LEGEND 1 CB TYPE-1 C14 DETENTION TANK MAINTENANCE ACCESS 2 CB TYPE-2 48" C 14 STORM DRAIN MAIN STORM DRAIN SERVICE SANITARY SEWER MAIN SANITARY SERVICE LINE CLEANOUT WATER SERVICE LINE WATER/FIRE MAIN SWALE 1 WATER METER SS3 ASPHALT CONIC PAVEMENT 2 C15 TABLE OF DRAINAGE AREAS TOTAL LOT AREA MAX IMPERV BY ZONING REDUCED MAX IMPERV REDUCTION IN IMPERV LOT 1 5,039 3,779 2,728 1,052 LOT 2 5,032 3,774 2,724 1,050 LOT 3 5,940 4,455 3,215 1,240 LOT 4 8,834 6,625 4,782 1,843 LOT 5 5,065 3,799 2,742 1,057 (ALL AREAS IN SF) TOTAL FLOW CONTROL BMP IMPERVIOUS AREA CREDIT 1,052 1,050 785 0 1,057 3,943 SET REBAR/CAP "15025" F_ CONSTRUCTION PERMIT SUBMITTAL --] DATE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF L I M E L I T E SHORT PLAT 3/29/17 FlELDBOOK: RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DATUM DRAWING N0: Planning/Building/Public Works Dept. DRAINAGE AND UTILITY PLAN C5 SHEET: OF: R-398005 W co W Q d' f r 00 0 0-) 06 -79.64 'K NAIL rn N 0I 0 —w _ �w wow Q � 11 �A M■ m M■ 1 1___ I "-d Om I I 479.0E C 8 It ° 0 0 Know what's below. N Call before you dig. APPLICANT SHALL COMPLY WITH CITY OF ■ / RESTORATION 1 STREET OVERLAY REQUIREMENTS. WE 9 I Q =47 = — / 480.30 0 (8)6,� IC Q / / .80 J� =LOT FF— 481. 55 �e 479.25 Iz 47:\7 S88°23' 09"E 200. 30' ��----------�' coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com SURVEYED: I 7 SHARED DRIVEWAYS MB 3 29 17 PA DESIGNED: MB 6 CITY COMMENTS MB 9 09 16 PA 5 CITY COMMENTS MB 8 15 16 PA DRAWN: MB 4 CITY COMMENTS MB .7/07/161 PA CHECKED: PA NO. REVISION BY DATE APPR APPROVED: PROPERTY LINE 483.43t(E) 482.97 483.05t(E) I/ 482.90t(E) :� �l Ln LJ1 N 0 00 I I I I I I JI IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING :01 Brianne Bannwarth 06/22/2017 LEGEND 175 PROP. F.G. CONTOUR CURB & GUTTER 4 C1 6 CEM. CONC. PAVEMENT C 1 PERVIOUS CONCRETE SIDEWALK 3 C15 rw--] ASPHALT CONC PAVEMENT 2 C15 *--- xx.xx PROPOSED F.G. ELEVATION NOTES 1. PROPERTY AND AREA OF WORK ARE 29,912 SF. 2. FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS. 4. SEE SHEET C1 FOR GENERAL NOTES. 5. SEE OFF -SITE FRONTAGE IMPROVEMENT PLANS FOR STREET WORK IN RIGHT-OF-WAY. 6. FINAL SITE PAVING & GRADES TO BE PROVIDED WITH INDIVIDUAL BUILDING PERMIT DRAWINGS 1. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLLOWING PLACEMENT OF ALL SURFACING MATERIALS 3. GRADE ALL AREAS TO PROVIDE BASIC DRAINAGE AWAY FROM THE BUILDING. FINE GRADE AREAS TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES. 4. IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A WASHINGTON DEPARTMENT OF TRANSPORTATION APPROVED SOURCE. SUBMIT CERTIFICATE 14 DAYS PRIOR TO CONSTRUCTION. CONSTRUCTION PERMIT SUBMITTAL Ste; DATE: 1"=10, HOR ZONTIAAL: NAD 1983/11991 CITY OF L I M E L I T E SHORT PLAT 3/29/17 FIELDBOOK: 'RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: ONE INCH DATUM DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. PAVING AND GRADING C4 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: R-398004 a I I I I w < � I 3 I I I I I I I I - I I I 3 SE 162ND ST rI-I-I-I-I-I-I-I-I-I-II O i —W Know what's below. Cal before you dig. FL=OT=3 EMOVE EX TREE CATCH BASIN 2 PROTECTION C 1 (TYP) FILTER FABRIC FENCE �Cl - REMOVE EX TREE/SHRUB - STABILIZED CONSTRUCTION ENTRANCE coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com O I I, I I I I' I I I I I I I I � I I I I I I J FF= 483.13 480.14 = 483.07 O PRUNE TREES 4-10 L----------I-I I /.j _ O ........ . I I 10 11 IL II -I � / I I L =LOT --- ----;� �� v POOF EE=494.67 I -I =LOT I I I I I -I I I -I I II I I I I PROPERTY LINE I -I I �I I II -I � I I F -zt I' -I I I -I I I SURVEYED: SCALE: VERTICAL: NAD D983/1991 1988 7 SHARED DRIVEWAYS MB 3 29 17 PA 1 a_ —10f HORIZONTAL: DESIGNED: MB 6 CITY COMMENTS MB 9 09 16 PA 5 CITY COMMENTS MB 8 15 16 PA CHECK Me 4 CITY COMMENTS MB 7/07/16 PA CHECKED: ONE INCH DATUM PA AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING 07 rstraka 06/20/2017 Brianne Bannwarth 06/22/2017 REGIONAL FIRE AUTHORITY 06/27/2017 ^APPROVEDcthomas (a., .> LEGEND 20 0 20 SCALE: 1 = 20 SLOPE LINE SAND CONE O 2 CATCH BASIN PROTECTION C 1 xREMOVE TREE/STRUCTURE FILTER FABRIC FENCE 3 C1 - - - - - - - - TREE PROTECTION CURB DEMO LINE SAWCUT LINE CONSTRUCTION LIMIT ----�--�— INTERCEPTOR SWALE NOTES 1. SEE SHEET Cl AND C2 FOR NOTES. 2. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS. 3. COORDINATE REMOVAL OF ELECTRICAL AND FRANCHISE SERVICES WITH PURVEYOR. TREE CHART TREE # SPECIES (FEDERAL CODE) SIZE (IN) CURRENT HEALTH RATING DRIP LINE RADIUS (FT) NORTH SOUTH EAST WEST 1 AEHI 23.5 GOOD 17 20 20 18 2 AEHI 18.5 GOOD 16 13 15 18 3 PSME 26.5 GOOD 18 25 15 18 4 PSME 20 GOOD 18 18 15 15 5 PSME 22.8 GOOD 18 23 15 15 6 PSME 29 GOOD 18 24.6 15 15 7 PSME 24.5 GOOD 18 1 25 15 15 8 PSME 18 GOOD 18 15 15 15 9 PSME 21.8 GOOD 18 20 15 15 10 PSME 30.5 GOOD 18 25 15 15 11 PSME 24.9 GOOD 18 31 25 25 CONSTRUCTION PERMIT SUBMITTAL DATE: n CITY OF LIMELITE SHORT PLAT FlELD3/29/17 RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING NO: Planning/Building/Public Works Dept. TESC PLAN C3 R-398003 CITY OF RENTON PERVIOUS CONCRETE PAVEMENT SPECIFICATIONS (APWA GSP 5-06.SA) 5-06 PERVIOUS CONCRETE PAVEMENT E 00 n L a N a 0 E 0 w 0 U N U 0 cn -0 i C N 1-0 U; CD i z E 0 0 a CD N a 0 T C a E 0 U / w Li w Ld w 0 0 U 17 5-06.1 DESCRIPTION THIS WORK SHALL CONSIST OF CONSTRUCTING A PERVIOUS CEMENTITIOUS PAVEMENT COMPOSED OF PORTLAND CEMENT CONCRETE ON A PREPARED SUBGRADE OR SUBBASE IN ACCORDANCE WITH THESE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES GRADES, THICKNESSES, AND TYPICAL CROSS -SECTIONS SHOWN IN THE PLANS OR ESTABLISHED BY THE ENGINEER. 5-06.2 MATERIALS MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: PORTLAND CEMENT 9-01 AGGREGATES FOR PORTLAND CEMENT CONCRETE 9-03.1 PREMOLDED JOINT FILLER FOR EXPANSION JOINTS 9-04.1(2) CURING MATERIALS AND ADMIXTURES 9-23 WATER 9-25 HYDRATION STABILIZING ADMIXTURES SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-23.6(3) OR 9-23.6(5). SYNTHETIC FIBERS FOR CONCRETE WHEN SPECIFIED SYNTHETIC FIBERS TO BE INCLUDED IN THE MIX FOR PORTLAND CEMENT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D 7508/7508M. 5-06.3 CONSTRUCTION REQUIREMENTS 5-06.3(1) PERVIOUS CONCRETE PRECONSTRUCTION MEETING PRIOR TO THE START OF CONSTRUCTION OF THE PERVIOUS CONCRETE PAVEMENT SECTION, INCLUDING EXCAVATION OF THE PAVEMENT SECTION, THE CONTRACTOR SHALL COORDINATE, SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING FOR THE PERVIOUS CONCRETE PAVEMENT. THE FOLLOWING ARE REQUIRED TO ATTEND THE MEETING: 1. CONTRACTING AGENCY REPRESENTATIVE. 2. GENERAL CONTRACTOR'S REPRESENTATIVE(S). 3. ENGINEER OF RECORD FOR THE PERVIOUS CONCRETE PAVEMENT. 4. CONCRETE PLACEMENT LEAD PERSON(S). 5. ASSOCIATED SUBCONTRACTOR'S REPRESENTATIVE. 6. PERVIOUS CONCRETE SUPPLIER'S REPRESENTATIVE. 7. MATERIAL TESTING LABORATORY'S REPRESENTATIVE. THE MEETING SHALL COVER ALL ASPECTS OF THE WORK INCLUDING, BUT NOT LIMITED TO: 1. SUBMITTALS. 2. SHORT AND LONG TERM SCHEDULE. 3. INSPECTION OF THE WORK. 4. PROTECTION OF THE WORK. 5. PERVIOUS CONCRETE PLACEMENT. 6. CURING. 7. MATERIALS. 8. SPECIFICATIONS. 9. TESTING. 10. TEST PANEL AND JMF. 11. ACCEPTANCE CRITERIA. 5-06.3(2) PERVIOUS CONCRETE MIX DESIGN THE CONTRACTOR SHALL PROVIDE A MIX DESIGN FOR PERVIOUS CONCRETE AND SHALL SUBMIT THE MIX DESIGN TO THE ENGINEER IN WRITING. PERVIOUS CONCRETE SHALL NOT BE PLACED IN THE TEST PANELS WITHOUT A MIX DESIGN THAT HAS BEEN REVIEWED AND ACCEPTED BY THE ENGINEER. 5-06.3(2)A MIX DESIGN CRITERIA THE CONTRACTOR SHALL INCLUDE THE FOLLOWING ELEMENTS AND RESULTS OF THE DESCRIBED PROCEDURES IN THE PROPOSED MIX DESIGN: 1. A UNIQUE IDENTIFICATION NUMBER FOR THE MIX DESIGN THAT IS APPROVED FOR THE JOB MIX FORMULA (JMF). 2. PORTLAND CEMENT SHALL BE TYPE I, TYPE 11, TYPE 1-11 TYPE IP, OR TYPE IS. 3. THE CEMENTITIOUS CONTENT, INCLUDING POZZOLANS IF USED, SHALL BE A MINIMUM OF 480 POUNDS PER CUBIC YARD. 4. THE MIX SHALL INCORPORATE A HYDRATION STABILIZING ADMIXTURE. 5. SYNTHETIC MICROFIBERS MAY BE UTILIZED AT THE MANUFACTURER'S RECOMMENDED DOSAGE RATE. 6. THE WATER / CEMENT RATIO SHALL NOT EXCEED 0.35. 7. NO MORE THAN 25 PERCENT OF PORTLAND CEMENT IN THE MIX, BY WEIGHT, MAY BE REPLACED BY FLY ASH, GROUND GRANULATED BLAST FURNACE SLAG, OR A COMBINATION OF BOTH. 8. COARSE AGGREGATE SHALL CONFORM TO SECTION 9-03.1(4), AASHTO GRADING NO.8. 5-06.3(2)B JOB MIX FORMULA (JMF) THE APPROVED MIX DESIGN ESTABLISHED THROUGH THE APPROVED TEST PANEL BECOMES THE JMF. 5-06.3(3) SUBMITTALS IN ACCORDANCE TO SECTION 1-05.3, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING ITEMS TO THE ENGINEER FOR ACCEPTANCE PRIOR TO PLACING ANY PERVIOUS CONCRETE PAVEMENT: 5-06.3(4) EQUIPMENT EQUIPMENT NECESSARY FOR HANDLING MATERIALS, MIXING, DELIVERING, AND PERFORMING ALL PARTS OF THE WORK, SHALL BE IN GOOD REPAIR, DESIGNED FOR THE TASK, AND OPERATED BY TRAINED AND QUALIFIED PERSONNEL. 5-06.3(4)A BATCHING PLANT AND EQUIPMENT PERVIOUS CONCRETE SHALL BE CENTRALLY MIXED IN A PLANT WITH A CURRENT NRMCA CERTIFICATION. 5-06.3(4)B MIXER TRUCKS PERVIOUS CONCRETE SHALL BE TRANSPORTED TO THE LOCATION BY TRUCK MIXERS, NON -AGITATING TRUCKS SHALL NOT BE USED FOR THE TRANSPORT OF PERVIOUS CONCRETE. THE DRUMS ON MIXER TRUCKS USED TO TRANSPORT PERVIOUS CONCRETE SHALL HAVE FINS THAT ARE NOT EXCESSIVELY WORN, DAMAGED OR HAVE EXCESSIVE CONCRETE BUILDUP. MIXER TRUCKS SHALL HAVE A CURRENT NRMCA CERTIFICATION. 5-06.3(4)C SIDE FORMS PERVIOUS CONCRETE SHALL BE PLACED IN STATIONARY FORMS. IF PERVIOUS CONCRETE IS TO BE PLACED AGAINST A CURB, PREVIOUSLY PLACED CONCRETE, OR OTHER EXISTING STRUCTURE, THEY MAY BE USED AS A SIDE FORM FOR THE PERVIOUS CONCRETE PAVING. FORMS FOR PERVIOUS CONCRETE SHALL BE MADE OF STEEL OR WOOD AND SHALL BE IN GOOD CONDITION, AND SHALL BE CAPABLE OF BEING ANCHORED IN PLACE SO THAT THEY WILL BE TRUE TO GRADE, LINE AND SLOPE. FORMS SHALL BE SUFFICIENTLY RIGID TO MAINTAIN SPECIFIED TOLERANCES AND CAPABLE OF SUPPORTING CONCRETE AND MECHANICAL CONCRETE PLACING EQUIPMENT. FORMS SHALL BE IN GOOD CONDITION, STRAIGHT, CLEAN, FREE OF DEBRIS, NON -ADHERENT RUST AND HARDENED CONCRETE. SET, ALIGN, AND BRACE FORMS SO THAT THEY HARDENED PAVEMENT MEETS THE LINES, GRADES AND SLOPES AS SHOWN IN THE DRAWINGS. APPLY FORM -RELEASE AGENT TO THE FORM FACE, WHICH WILL BE IN CONTACT WITH CONCRETE, IMMEDIATELY BEFORE PLACING CONCRETE. FORM RELEASE AGENT SHALL NOT BE APPLIED TO PREVIOUSLY PLACED CONCRETE. PREVIOUSLY PLACED PAVEMENT SHALL BE PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL INSPECT ALL FORMS FOR LINE, GRADE AND SLOPE. NO PERVIOUS CONCRETE SHALL BE PLACED UNTIL THE FORMS HAVE BEEN INSPECTED BY THE ENGINEER. 5-06.3(4)D FINISHING EQUIPMENT FINISHING EQUIPMENT FOR PERVIOUS CONCRETE PAVING SHALL BE DESIGNED FOR THE INTENDED WORK, SHALL BE CLEAN AND IN GOOD OPERATING CONDITION. PERVIOUS CONCRETE THAT IS IMPROPERLY CURED OR IS ALLOWED TO FREEZE DURING THE INITIAL SEVEN (7) DAY CURING PERIOD WILL BE REJECTED. PERVIOUS CONCRETE PAVEMENT THAT DOES NOT MEET THE ACCEPTANCE CRITERIA PUT FORTH IN SECTION 5-06.3(6) WILL BE REJECTED BY THE ENGINEER ON A LOT BY LOT BASIS. DURING THE REMOVAL PROCESS OF THE REJECTED PAVEMENT, THE CONTRACTOR SHALL IMPLEMENT MEASURES TO PROTECT THE ADJACENT PERVIOUS CONCRETE PAVEMENT TO REMAIN. IF PERVIOUS CONCRETE PAVEMENT BECOMES DAMAGED BY THE CONTRACTOR DURING REMOVAL OF THE REJECTED PAVEMENT THEN ADDITIONAL PAVEMENT AREAS MAY BE REJECTED BY THE ENGINEER TO THE NEXT PLANNED JOINT. FRESH PERVIOUS CONCRETE THAT HAS BEEN REJECTED BY THE ENGINEER, OR THE CONTRACTOR, SHALL NOT BE PLACED, OR SHALL BE REMOVED AND REPLACED, AT NO ADDITIONAL COST. 5-06.3(8) MIXING PERVIOUS CONCRETE BATCH, MIX AND DELIVER PERVIOUS CONCRETE IN COMPLIANCE WITH ASTM C94/C94M EXCEPT THAT PERVIOUS CONCRETE SHALL NOT BE TRANSIT MIXED OR SHRINK MIXED. IF WATER IS ADDED TO THE MIX AFTER IT IS DELIVERED ON SITE, THE FRESH DENSITY FOR THE PERVIOUS CONCRETE SHALL MEET THE REQUIREMENTS OF THE APPROVED JMF REFERENCED IN THIS SECTION. 5-06.3(8)A LIMITATIONS OF MIXING PERVIOUS CONCRETE MIXING AND PLACING CONCRETE SHALL BE DISCONTINUED WHEN A DESCENDING AIR TEMPERATURE IN THE SHADE AWAY FROM ARTIFICIAL HEAT REACHES 40' F AND SHALL NOT BE RESUMED UNTIL AN ASCENDING AIR TEMPERATURE IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT REACHES 40° F. THE TEMPERATURE OF FRESH PERVIOUS CONCRETE SHALL NOT BE LESS THAN 55° F, NOR MORE THAN 90° F WHEN PLACED. PERVIOUS CONCRETE SHALL NOT BE MIXED WITH AGGREGATES AT LESS THAN 32° F. 5-06.3(9) SUBGRADE PREPARATION AND SUBBASE PREPARE AND PROTECT SUBGRADE IN ACCORDANCE WITH SECTION 2-06. EQUIPMENT USED FOR STRIKING OFF THE PERVIOUS CONCRETE SHALL LEAVE A SMOOTH SURFACE AT THE PLANNED PREPARE AND PROTECT SUBBASE IN ACCORDANCE WITH SECTION 4-04. GRADES AND SHALL NOT CAUSE EXCESS PASTE TO BE LEFT ON, OR DRAWN TO, THE SURFACE. IF ROLLERS OR SPINNING SCREEDS ARE USED TO COMPACT, THEY SHALL BE OF SUFFICIENT WEIGHT AND WIDTH TO COMPACT THE PERVIOUS CONCRETE UNIFORMLY THROUGH ITS DEPTH AND TO GRADE WITHOUT MARRING THE SURFACE. EQUIPMENT 5-06.3(10) PLACING, SPREADING, FINISHING, EDGING, TOLERANCES AND CURING USED FOR COMPACTING PERVIOUS CONCRETE SHALL NOT CAUSE THE SURFACE TO CLOSE OR OTHERWISE CLOG AND PERVIOUS CONCRETE SHALL NOT BE PLACED, COMPACTED OR FINISHED WHEN THE NATURAL LIGHT IS INADEQUATE, SHALL PRODUCE A SURFACE THAT IS FREE OF RIDGES OR OTHER IMPERFECTIONS. TOOLS USED FOR PRODUCING UNLESS AN ADEQUATE LIGHTING SYSTEM IS IN OPERATION. THE ADEQUACY OF LIGHT WILL BE DETERMINED BY THE JOINTS SHALL BE DESIGNED AND MANUFACTURED FOR THE PURPOSE AND SHALL NOT OTHERWISE DAMAGE OR MAR THE ENGINEER. SURFACE. WET THE SURFACE OF THE SUBBASE WITH WATER IMMEDIATELY BEFORE PLACING PERVIOUS CONCRETE. DEPOSIT VIBRATING EQUIPMENT SHALL NOT BE USED FOR PLACEMENT OR COMPACTION OF PERVIOUS CONCRETE. CONCRETE EITHER DIRECTLY FROM THE TRANSPORTING EQUIPMENT OR BY CONVEYOR ON THE SUBBASE, UNLESS OTHERWISE SPECIFIED. PERVIOUS CONCRETE SHALL NOT BE PLACED ON FROZEN SUBBASE. DEPOSIT CONCRETE 5-06.3(5) MEASURING AND BATCHING MATERIALS BETWEEN THE FORMS TO AN APPROXIMATELY UNIFORM HEIGHT. SPREAD THE CONCRETE USING MECHANIZED EQUIPMENT MEASURING AND BATCHING MATERIALS FOR PERVIOUS CONCRETE PAVEMENT SHALL CONFORM TO THE REQUIREMENTS OF OR HAND TOOLS. VIBRATING EQUIPMENT SHALL NOT BE USED FOR SPREADING PERVIOUS CONCRETE. SECTION 5-05.3(4). 5-06.3(6) ACCEPTANCE FOR ACCEPTANCE, PERVIOUS CONCRETE PAVEMENT WILL BE DIVIDED INTO LOTS AS FOLLOWS: A SINGLE LOT (LOT) IS REPRESENTED BY THE LESSER OF: ONE (1) DAY'S PRODUCTION OR 360 SQUARE YARDS OF PERVIOUS CONCRETE IN PLACE. WHERE THE CONTRACTOR HAS MORE THAN ONE CREW PLACING PERVIOUS CONCRETE, LOTS WILL BE ASSOCIATED WITH EACH CREW. REPRESENTATIVE LOT SIZE WILL BE DETERMINED TO THE NEAREST SQUARE YARD. IF NO SAMPLE IS TAKEN ON A DAY, THAT DAY'S QUANTITIES MAY BE INCLUDED IN THE NEXT OR PREVIOUS DAY'S LOT(S). THE ENGINEER MAY ISOLATE AN AREA OF PERVIOUS CONCRETE WITHIN A LOT THAT IS DEEMED TO BE DEFECTIVE IN ANY WAY AND SUCH AN AREA WILL BE CONSIDERED TO BE A NEW LOT FOR PURPOSES OF ACCEPTANCE. NEW LOTS DETERMINED IN THIS MANNER SHALL BE EXTENDED AS NECESSARY SUCH THAT THEY ARE BOUNDED BY PLANNED JOINTS. ACCEPTANCE OF A LOT OF PERVIOUS CONCRETE PAVEMENT WILL BE BASED ON THE FOLLOWING CRITERIA: STRIKE OFF CONCRETE BETWEEN FORMS USING A FORM -RIDING PAVING MACHINE, ROLLER SCREED, OR SPINNING SCREED. COMPACT CONCRETE TO A UNIFORMLY DENSE STRUCTURE WITHOUT CLOGGING THE SURFACE WITH PASTE. FINISH THE PERVIOUS CONCRETE TO A UNIFORM, OPEN -TEXTURED SURFACE TO MATCH THE APPEARANCE OF THE APPROVED JMF TEST PANEL. EDGES SHALL BE HAND TOOLED TO A RADIUS OF % INCH. CI IRIN(; kAATFRIAI C FnP PFR\/Inl IC r r1Nr RFTF CNAI I RF IN PI Ar F Mr) kAnRF THAN M KAINI ITFC r)F nlgr HAR(;F r)NTn THE SUBBASE. THE PAVEMENT SURFACE AND ALL EXPOSED EDGES SHALL BE COMPLETELY COVERED WITH SHEET FAILURE TO INSTALL ACCEPTABLE TEST PANEL(S) OF PERVIOUS CONCRETE WILL INDICATE AN UNAPPROVED TEST PANEL(S) AND REQUIRE NEW TEST PANEL(S) FOR REVIEW. THE COMPLETED AND APPROVED TEST PANEL(S) SHALL ESTABLISH THE JMF. THE APPROVED TEST PANEL SHALL MEET THE REQUIREMENTS OF SECTION 5-03.3(6). UPON SUCCESSFUL COMPLETION OF THE INFILTRATION TEST, UNLESS OTHERWISE DETERMINED BY THE ENGINEER, THREE (3), CORES WILL BE CUT IN ACCORDANCE WITH ASTM C42 AND WILL BE USED TO VALIDATE THE MIX DESIGN UNDER THE ACCEPTANCE CRITERIA OF SECTION 5-06.3(6). CORES SHALL BE TAKEN AT THE SAME LOCATION WHERE THE INFILTRATION TEST WAS CONDUCTED. THE AVERAGE HARDENED DENSITY OF THE CORES SHALL BE THE HARDENED DENSITY USED FOR THE JMF. THE HARDENED DENSITY OF EACH CORE USED FOR DETERMINING THE JMF SHALL BE WITHIN FIVE (5) PERCENT OF THE MEAN VALUE OF THE THREE CORES. CORE HOLES SHALL BE FILLED BY THE CONTRACTOR WITH PERVIOUS CONCRETE MEETING THE PROPOSED JMF AND SHALL MATCH ADJACENT PAVEMENT COLOR, TEXTURE AND GRADE. THE COMPLETED AND ACCEPTED TEST PANELS SHALL BE MAINTAINED AND PROTECTED THROUGHOUT THE DURATION OF THE WORK AND MAY NOT BE DEMOLISHED AND DISPOSED OF WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. IF THE TEST PANEL(S) IS INCORPORATED INTO THE WORK, IT SHALL REMAIN IN PLACE ACCEPTED AS A SINGLE LOT. 5-06.3(11) JOINTS CONSTRUCT JOINTS AT THE LOCATIONS, DEPTHS AND WITH HORIZONTAL DIMENSIONS INDICATED ON PLANS UNLESS NOTED OTHERWISE IN THIS SECTION. JOINTS SHALL BE OF THREE (3) TYPES: CONSTRUCTION, CONTRACTION, ISOLATION. CONSTRUCTION JOINTS SHALL BE FORMED AT THE END OF A DAY'S WORK OR WHEN NECESSARY TO STOP PRODUCTION FOR ANY REASON. CONTRACTION JOINTS SHALL BE USED TO CONTROL RANDOM CRACKING. ISOLATION JOINTS SHALL BE USED WHERE THE PERVIOUS CONCRETE ABUTS EXISTING FACILITIES OR WHERE SHOWN ON THE PLANS. 5-06.3(11)A CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL BE LOCATED AT THE LOCATION OF A PLANNED CONTRACTION OR ISOLATION JOINT. CONSTRUCTION JOINTS ARE TO BE FORMED BY PLACING A HEADER BETWEEN THE FORMS, AT RIGHT ANGLES, TO THE FULL DEPTH OF THE FINISHED PERVIOUS CONCRETE, AND SET TO THE HEIGHT OF THE FORMS. PERVIOUS CONCRETE SHALL BE PLACED AGAINST THE HEADER AND COMPACTED AND FINISHED AS NORMAL, INCLUDING EDGING. THE HEADER SHALL REMAIN IN PLACE UNTIL PAVING RESUMES. 5-06.3(11)B CONTRACTION JOINTS CONTRACTION JOINTS (TRANSVERSE AND LONGITUDINAL) SHALL BE CONSTRUCTED AT THE LOCATIONS AND INTERVALS SHOWN IN THE CONTRACT. CONTRACTION JOINTS SHALL BE A DEPTH OF 1/3 THE THICKNESS OF THE PERVIOUS CONCRETE PAVEMENT SECTION AND HAVE A WIDTH OF NO MORE THAN 1/4 INCH. CONTRACTION JOINTS SHALL NOT BE SAW CUT UNLESS SPECIFICALLY NOTED ON THE PLANS. SAW CUT JOINTS SHALL HAVE A MINIMUM WIDTH OF 1/8 INCH. PLASTIC FORMED CONTRACTION JOINTS SHALL BE TOOLED ON BOTH SIDES OF THE JOINT WITH A RADIUS OF INCH. TOOL JOINT TO THE DEPTH AND WIDTH IN FRESH CONCRETE IMMEDIATELY AFTER THE CONCRETE IS COMPACTED. 5-06.3(11)C ISOLATION JOINTS ISOLATION JOINTS SHALL BE PLACED WHERE THE PERVIOUS CONCRETE ABUTS EXISTING STRUCTURES OR WHERE SHOWN ON THE PLANS. ISOLATION JOINTS SHALL CONTINUE THROUGH THE DEPTH OF THE PERVIOUS CONCRETE USING A 3/8 INCH PREMOLDED JOINT FILLER MEETING THE REQUIREMENTS OF SECTION 9-04.1(2). ISOLATION JOINTS MAY BE FORMED BY FORMING A CONSTRUCTION JOINT AND AFFIXING THE PREMOLDED JOINT FILLER AGAINST ONE SIDE OF THE JOINT AND PLACING FRESH PERVIOUS CONCRETE AGAINST IT. ISOLATION JOINTS AND FILLER SHALL BE FLUSH WITH THE SURROUNDING PERVIOUS CONCRETE AND SHALL NOT DEVIATE FROM THE ACCEPTANCE CRITERIA FOR SMOOTHNESS AS SHOWN IN SECTION 5-06.3(6). THE EDGE OF THE PERVIOUS CONCRETE ADJACENT THE PREMOLDED JOINT FILLER SHALL BE HAND TOOLED WITH A i% INCH RADIUS. 5-06.3(12) COLD WEATHER WORK WHEN CONCRETE IS BEING PLACED AND THE AMBIENT AIR TEMPERATURE IS EXPECTED TO DROP BELOW 35° F DURING THE DAY OR NIGHT, THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM FREEZING. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A COLD WEATHER PLAN PRIOR TO PLACING CONCRETE WHEN AMBIENT AIR TEMPERATURE BELOW 35° F IS ANTICIPATED, OR WHEN REQUESTED BY THE ENGINEER. WHEN A COLD WEATHER PLAN IS REQUIRED, PERVIOUS CONCRETE SHALL NOT BE PLACED WITHOUT AN APPROVED COLD WEATHER PLAN. 1. GRADE: CONFORM TO THE DIMENSIONS, LINES, SLOPES AND GRADES SPECIFIED ON THE PLANS. PERVIOUS CURING MATERIALS CONFORMING TO SECTION 9-23.1. THE CURING MATERIAL SHALL SECURED AT ALL EXTERIOR EDGES UNDER THE COLD WEATHER PLAN, THE CONTRACTOR SHALL, PROVIDE A SUFFICIENT SUPPLY OF STRAW, HAY, BLANKETS, CONCRETE PAVEMENT SHALL BE TRUE TO PLANNED GRADES AND SHALL NOT DEVIATE FROM GRADE MORE THAN Y4 INCH AND INTERIOR LAPS WITHOUT DAMAGING THE PERVIOUS CONCRETE. THE METHOD OF SECURING THE CURING MATERIAL OR OTHER SUITABLE BLANKETING MATERIAL AND SPREAD IT OVER THE PAVEMENT TO A SUFFICIENT DEPTH TO PREVENT IN TEN (10) FEET. WHERE ABUTTING EXISTING FACILITIES SUCH AS SIDEWALKS, WALKWAYS, CURBS, DRIVEWAYS OR SHALL PREVENT WIND FROM REMOVING THE SHEET AND FROM BLOWING UNDER THE SHEET ACROSS THE SURFACE OF FREEZING OF THE CONCRETE. THE BLANKET MATERIAL SHALL BE PLACED ON TOP OF THE SHEET CURING MATERIALS OTHER PAVEMENTS, THE PERVIOUS CONCRETE SHALL BE FLUSH. THE CONCRETE. CURE THE PAVEMENT FOR A MINIMUM OF SEVEN (7) UNINTERRUPTED DAYS. AND COVERED WITH A LAYER OF BURLAP OR PLASTIC SHEETING, WEIGHTED OR ANCHORED TO PREVENT THE WIND 2. CONFORMANCE TO JMF: THE PERVIOUS CONCRETE PAVEMENT USED SHALL CONFORM TO THE MIX DESIGN FOR THE FROM DISPLACING THE INSULATION. AT NO TIME DURING THE CURING PERIOD SHALL THE TEMPERATURE OF THE JMF WITHIN THE LIMITS AS SET FORTH IN SECTION 6-02.3(5)C AND AS DETERMINED FROM THE ACCEPTED TEST PANEL. ALL TRAFFIC (FOOT AND VEHICULAR), STAGING, STOCKPILING OR OTHER WORK SHALL BE KEPT OFF OF THE PERVIOUS PERVIOUS CONCRETE BE ALLOWED TO DROP BELOW 55° F. THE ENGINEER MAY REQUIRE RECORDING THERMOMETERS 3. COMPACTED THICKNESS AND AVERAGE HARDENED DENSITY: AFTER A MINIMUM OF SEVEN (7) CALENDAR DAYS OF CONCRETE PAVEMENT DURING THE CURING PERIOD. ANY TESTING FOR ACCEPTANCE SHALL NOT OCCUR UNTIL THE END IF DAYTIME TEMPERATURE IS BELOW 50°. THE CURING PERIOD MAY BE EXTENDED BY THE ENGINEER IF THE PERVIOUS CURING, REMOVE AND MEASURE THREE (3) CORES FROM EACH LOT. REMOVE CORES IN ACCORDANCE WITH ASTM OF THE CURING PERIOD. CONCRETE TEMPERATURE HAS BEEN ALLOWED TO DROP BELOW 55° F. C42/C42M. MEASURE THE LENGTH OF EACH CORE IN ACCORDANCE WITH ASTM C1542/1542M. NO SINGLE CORE PROTECT CONCRETE FROM FREEZING AND COLD WEATHER IN ACCORDANCE WITH 5-06.3(12). THE COLD WEATHER PROTECTION SHALL BE MAINTAINED FOR SEVEN (7) DAYS. PERVIOUS CONCRETE THAT HAS FROZEN SHALL BE LESS THAN 3/4 INCH OF THE DESIGN DEPTH ON THE DRAWINGS. THE AVERAGE OF ALL CORES FROM A LOT DURING THIS PERIOD WILL BE REJECTED. SHALL BE WITHIN MINUS 3/8 INCH OF THE DESIGN DEPTH ON THE PLANS. AFTER LENGTH IS MEASURED, MEASURE HARDENED DENSITY OF EACH CORE IN THE LOT IN ACCORDANCE WITH ASTM C1754/C1754M. THE HARDENED DENSITY 5-06.3(10)A CONTRACTOR'S QUALIFICATIONS 5-06.3(13) PROTECTION OF PERVIOUS CONCRETE PAVEMENT FROM A LOT MUST BE WITHIN +/- 5 PERCENT OF THE AVERAGE HARDENED DENSITY OF THE JMF (APPROVED TEST THE CONTRACTOR SHALL EMPLOY NO LESS THAN ONE (1) NATIONAL READY MIXED CONCRETE ASSOCIATION (NRMCA) PANEL). CERTIFIED PERVIOUS CONCRETE CRAFTSMAN FOR EACH CREW, WHO MUST BE ON SITE, OVER -SEEING THE WORK AS PART OF THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP), RAIN RUNOFF, SURFACE WATER 4. INFILTRATION RATE: THE INFILTRATION RATE AT ANY SINGLE TEST POINT SHALL NOT BE LESS THAN 100 INCHES PER DURING ALL PERVIOUS CONCRETE PLACEMENT; OR EMPLOY NO LESS THAN THREE (3) NRMCA CERTIFIED PERVIOUS OF ANY KIND AND SEDIMENT SHALL BE PREVENTED FROM ENTERING THE AREA OF PERVIOUS CONCRETE CONSTRUCTION, HOUR. CONCRETE INSTALLERS PER CREW, WHO MUST BE ON SITE WORKING DURING EACH PERVIOUS CONCRETE PLACEMENT. INCLUDING EXCAVATION, UNTIL THE PERVIOUS CONCRETE APPLICATION HAS CURED, TESTING IS COMPLETED AND 5. FRESH DENSITY: THE FRESH DENSITY OF EACH LOT WILL BE MEASURED BY ASTM C1688 AT THE POINT OF THE MINIMUM NUMBER OF CERTIFIED INDIVIDUALS MUST BE PRESENT ON EACH CREW FOR EVERY PERVIOUS CONCRETE DETERMINED TO MEET SPECIFICATIONS AND THE ADJACENT AREAS THAT SHEET FLOW/DRAIN ONTO THE PERVIOUS PLACEMENT SHALL BE WITHIN +/- FIVE (5) POUNDS PER CUBIC FOOT OF THE FRESH DENSITY DETERMINED FROM PLACEMENT, INCLUDING THE TEST PANEL PLACEMENTS, AND A CERTIFIED INDIVIDUAL MUST BE IN CHARGE OF THE CONCRETE ARE PERMANENTLY STABILIZED FROM EROSION AND PLANTINGS ARE ESTABLISHED. ONCE PAVEMENT IS APPROVED TEST PANEL). PLACEMENT CREW AND PROCEDURES. PLACED, FLOW DIVERSION MEASURES AND PROTECTIVE COVERS SHALL CONTINUALLY BE MAINTAINED UNTIL ADJACENT THE JMF ( ) AREAS ARE PERMANENTLY STABILIZED AND CONCRETE HAS BEEN ACCEPTED. CONSTRUCTION VEHICULAR TRAFFIC SHALL 6. APPEARANCE: THE APPEARANCE OF EACH LOT SHALL BE CONSISTENT WITH THE JMF (APPROVED TEST PANEL). IF, IN THE OPINION OF THE ENGINEER, PERSONNEL USED FOR INSTALLING PERVIOUS CONCRETE ARE UNQUALIFIED, NOT BE ALLOWED ONTO THE PERVIOUS CONCRETE PAVEMENT. THE PERVIOUS CONCRETE PAVEMENT SHALL HAVE A CONSISTENT SURFACE TEXTURE, SHALL NOT BE RAVELED, SHALL INATTENTIVE TO QUALITY, OR UNSAFE, THEY SHALL BE REMOVED OR REASSIGNED FROM INSTALLATION OF PERVIOUS 1. THE SOURCE OF ALL MATERIALS PROPOSED FOR USE IN CONSTRUCTING PERVIOUS CONCRETE PAVEMENT. BE FREE OF RIDGES OR OTHER SURFACE IMPERFECTIONS, SHALL HAVE JOINTS THAT ARE IN THE SPECIFIED LOCATION CONCRETE AT THE WRITTEN REQUEST OF THE ENGINEER. DO NOT OPEN THE PAVEMENT TO VEHICULAR TRAFFIC UNTIL THE CONCRETE HAS CURED FOR AT LEAST SEVEN (7) 2. BATCH WEIGHTS FOR ALL CONSTITUENTS OF ONE (1) CUBIC YARD OF THE PROPOSED PERVIOUS CONCRETE MIX. AND ARE CONSTRUCTED PER SPECIFICATION, AND SHALL BE FREE OF CRACKS. UNINTERRUPTED DAYS, TESTING HAS BEEN COMPLETED, AND THE PAVEMENT HAS BEEN ACCEPTED BY THE ENGINEER. 3. THE SPECIFIC GRAVITY (SSD) OF ALL AGGREGATES TO BE USED IN THE PROPOSED PERVIOUS CONCRETE MIX. 4. THE PROPOSED GRADATION OF COARSE AGGREGATES USED IN PERVIOUS CONCRETE. TESTING FOR ACCEPTANCE WILL BE PERFORMED BY THE ENGINEER. 5. THE DESIGNED VOLUME IN CUBIC FEET OF ALL PROPOSED COMPONENTS FOR 1(ONE) CUBIC YARD OF THE PROPOSED PERVIOUS CONCRETE MIX. 6. THE DESIGN WATER / CEMENT RATIO OF THE PROPOSED MIX DESIGN. 7. THE FRESH DENSITY OF THE PROPOSED PERVIOUS CONCRETE MIXTURE AS DETERMINED BY ASTM C1688. 8. CATALOGUE CUTS AND CERTIFICATES OF COMPLIANCE FOR ALL PROPOSED ADMIXTURES. 9. MILL CERTIFICATION OF THE PORTLAND CEMENT AND POZZOLANS, IF USED, FOR THE CURRENT LOT TO BE USED IN THE PRODUCTION OF THE PROPOSED PERVIOUS CONCRETE MIX. THE CONTRACTOR SHALL MAINTAIN THIS SUBMITTAL THROUGHOUT THE DURATION OF THE PROJECT AS LOTS CHANGE 5-06.3(6)A INFILTRATION RATE OF THE PLACED PAVEMENT THE INFILTRATION RATE OF THE PERVIOUS CONCRETE SHALL BE DETERMINED AT FOUR (4) RANDOM LOCATIONS WITHIN EACH LOT. THE LOCATIONS FOR CONDUCTING INFILTRATION TESTS WILL BE DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE TESTING WITH THE ENGINEER A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE. THE INFILTRATION RATE ON THE FINISHED SURFACE WILL BE DETERMINED IN ACCORDANCE WITH ASTM C1701, EXCEPT THE INFILTRATION RING DIAMETER MAY BE 12-INCHES TO 24-INCHES IN DIAMETER. THE INFILTRATION TEST WILL BE CONDUCTED AFTER A MINIMUM OF SEVEN (7) CALENDAR DAYS OF CURING HAS OCCURRED. 10. CURRENT CERTIFICATION BY THE NATIONAL READY MIX CONCRETE ASSOCIATION (NRMCA) FOR THE BATCH PLANT(S) TO BE USED IN THE PRODUCTION OF PERVIOUS CONCRETE. IF THE MEASURED INFILTRATION RATE IS LESS THAN 100 INCHES/HOUR AT ANY TEST LOCATION, THE CONTRACTOR MAY 11. CURRENT CERTIFICATIONS BY THE NRMCA FOR THE TRUCKS TO BE USED IN TRANSPORTING PERVIOUS CONCRETE REQUEST IN WRITING THAT THE ENGINEER PERFORM ADDITIONAL INFILTRATION TESTS FOR THE PURPOSE OF ASSESSING FROM THE BATCH PLANT TO THE POINT OF PLACEMENT. OVERALL INFILTRATION PERFORMANCE AND/OR DETERMINING A DEFECTIVE LOT IN ACCORDANCE WITH SECTION 12. QUALIFICATION DOCUMENTATION FOR CURRENT CERTIFICATIONS BY THE NRMCA FOR THE CONTRACTOR'S PERSONNEL 5-06.3(6). THE DETERMINATION OF A DEFECTIVE LOT, OR LOTS, AND THE EXTENT(S), WILL BE BY THE ENGINEER. WHO WILL BE INSTALLING PERVIOUS CONCRETE. SEE SECTION 5-06.3(10)A. VALID ACCEPTABLE DOCUMENTATION IS THE THE COST OF ADDITIONAL TESTING SHALL BORNE BY THE CONTRACTOR AT A RATE OF ($$1$$) PER TEST. NRMCA ISSUED WALLET CARD OR CERTIFICATION CERTIFICATE. 13. AT THE TIME OF DELIVERY OF THE MATERIAL TO THE SITE, THE CONTRACTOR SHALL PROVIDE AN ORIGINAL 5-06.3(7) REJECTION CERTIFICATE OF COMPLIANCE FOR EACH TRUCKLOAD OF PERVIOUS CONCRETE. THE CERTIFICATE OF COMPLIANCE SHALL PERVIOUS CONCRETE MAY BE REJECTED BY THE CONTRACTOR FOR ANY REASON. INCLUDE INFORMATION NOTED IN SECTION 6-02.3(5)B. IF THE CERTIFICATE OF COMPLIANCE FROM THE CONCRETE Ppnni ICFR IC NnT PRr)\iinFn Tr) THE FNhINFFR I IPnN nFl I\/FRY THE TRI ICIII nAn CNAI I Nr)T RF PI ArI.Fn Know what's below. Call before you dig. COLerra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraeng i neeri ng.com A TRUCKLOAD OF PERVIOUS CONCRETE WILL BE REJECTED IF THE CERTIFICATE OF COMPLIANCE IS NOT PROVIDED AT THE TIME OF DELIVERY OF THE MATERIAL TO THE SITE. SEE SECTION 5-06.3(4)B. 5-06.3(10)B TEST PANEL PRODUCTION PLACEMENT OF PERVIOUS CONCRETE SHALL NOT OCCUR UNTIL THE CONTRACTOR HAS COMPLETED A TEST PANEL OF PERVIOUS CONCRETE PAVEMENT THAT MEETS ALL OF THE ACCEPTANCE CRITERIA DESCRIBED HEREIN AND IS ACCEPTED BY THE ENGINEER. THE CONTRACTOR SHALL CONSTRUCT A TEST PANEL UTILIZING A MINIMUM OF SEVEN (7) CUBIC YARDS OF PERVIOUS CONCRETE. IF MULTIPLE PAVEMENT SECTION DEPTHS ARE SHOWN ON THE PLANS, A TEST PANEL SHALL BE CONSTRUCTED FOR EACH PAVEMENT SECTION DEPTH/THICKNESS. THE WIDTH OF THE TEST PANEL SHALL HAVE A WIDTH NO SMALLER THAN THE GREATEST WIDTH TO BE USED DURING THE CONSTRUCTION AND INSTALLATION OF THE PERVIOUS CONCRETE ONSITE. THE TEST PANEL(S) SHALL INCLUDE AT LEAST ONE JOINT AND AT THE SPACING SPECIFIED ON THE PLANS AND SPECIFICATIONS. TEST PANELS MAY BE PLACED NON -CONTIGUOUSLY. THE TEST PANEL(S) SHALL BE EQUIVALENT AND REPRESENTATIVE OF THE PRODUCTION PERVIOUS CONCRETE PAVEMENT IN ALL ASPECTS INCLUDING SUBBASE, DEPTH, JOINTS, METHOD OF PLACEMENT, CURING, AND PREPARATION. CONSTRUCTION AND EVALUATION OF THE TEST PANEL SHALL OCCUR AS FOLLOWS: 1. NOTIFY THE ENGINEER AT LEAST TEN (10) WORKING DAYS BEFORE INSTALLING PERVIOUS CONCRETE TEST PANELS. 2. COORDINATE THE LOCATION OF THE TEST PANEL WITH THE ENGINEER. 3. INSTALL THE TEST PANEL IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS. 4. NOTIFY THE ENGINEER WHEN THE TEST PANEL IS READY FOR INSPECTION AND ACCEPTANCE TESTING. 5. ACCEPTANCE TESTING WILL BE CONDUCTED IN ACCORDANCE WITH SECTION 5-03.3(6). 6. REMOVE, REPLACE, AND DISPOSE OF ANY UNSATISFACTORY PORTIONS OF TEST PANELS AS DETERMINED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE CONTRACTING AGENCY. SURVEYED: SCALE: 1988 VERTICAa_ HOR ZONTAL: N D q VD 983/1991 7 SHARED DRIVEWAYS MB 3 29 17 PA DESIGNED: 1 -1Of 6 CITY COMMENTS MB 9 09 16 PA MB 5 CITY COMMENTS MB 8 15 16 PA °`�W" MB 4 CITY COMMENTS MB 7 07 16 PA CHECKED: ONE INCH DATUM PA AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT THE PERVIOUS CONCRETE PAVEMENT FROM DAMAGE, INCLUDING THE INTRODUCTION OF FOREIGN MATERIALS TO THE SURFACE, THROUGHOUT THE COURSE OF THE WORK. PERVIOUS CONCRETE PAVEMENT THAT IS DAMAGED OR HAS BEEN ADVERSELY IMPACTED BY THE INTRODUCTION OF FOREIGN MATERIALS SHALL BE REMEDIATED TO THE SATISFACTION OF THE ENGINEER OR REJECTED AND REPLACED TO THE NEAREST JOINT. APWA GSP 2-06.3(3) 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS (MARCH 9, 2016 APWA GSP) FB EVELOPMENT ENGINEERING rianne Bannwarth 06/22/2017 7 BEFORE PLACING PERMEABLE BALLAST FOR POROUS HMA/WMA, THE CONTRACTOR SHALL BRING THE SUBGRADE TO THE REQUIRED LINE, GRADE, AND CROSS-SECTION. THE CONTRACTOR SHALL COMPACT THE SUBGRADE TO A DEPTH OF 6 INCHES TO AT LEAST 90 PERCENT, BUT NOT MORE THAN 92 PERCENT, OF THE MAXIMUM DENSITY AS DETERMINED BY THE COMPACTION CONTROL TESTS DESCRIBED IN SECTION 2-03.3(14)D. TWO (2) DENSITY TESTS WILL BE CONDUCTED FOR EVERY 5,000 SQUARE FEET OF PREPARED SUBGRADE; OR FOUR (4) TESTS PER 200 LINEAL FEET OF ROADWAY OR SIDEWALK. ALL SUBGRADE SHALL BE FIRM AND UNYIELDING AS DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE PREPARED AND APPROVED SUBGRADE FROM TRAFFIC, WATER RUN-ON, STANDING WATER, OR OTHER DAMAGE. SUBGRADE THAT HAS BEEN OVER COMPACTED, SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT (8) INCHES AND RECOMPACTED. MATERIAL USED TO PROTECT THE SUBGRADE FROM TRAFFIC OR PROVIDE ACCESS TO ADJACENT FACILITIES SHALL BE REMOVED AND THE SUBGRADE COMPACTED PRIOR TO PLACING GEOTEXTILE, IF USED AND/OR PERMEABLE BALLAST. CONSTRUCTION PERMIT SUBMITTAL DATE: n CITY OF LIMELITE SHORT PLAT FIELDBOOK: 7 REN TON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING NO: Planning/Building/Public Works Dept. PERVIOUS CONCRETE SPECIFICATIONS C2 R-398002