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Home My WebLink AboutR-403208(WI''�J V 0 rr W J J W v ) U S PIPE ALLONANCIES taA>ta� PIPE MATERIAL FRAME AND VANED GRATE � REINFORCERlr RAN CONCRETET E AIL k1ETALPPE 1r lr 1 t ' !_ I5Tn. sPPC.tW5.Yaj r L S• $OLiD 1'VAu PVC ' 1S' t$TU. sP EC. 9-05.Mt f7 PRCF ILE WALL PVC 1S e• OR IT 15TO SPEC 9d5142]) __ * CORRUGAT.F0 POLYETM'LB'(E •.� STORM%rPIPEED VF 1 PAR HOOP FOR FNEIO•rT 1AR HOOPS FOR IT HEIGHT RECTANGULAR ADJUSTMENT SECTION sv r�: 1. As accepts bla arcemallyes to trio radar shown ht ux PRECAST BASE mph SECTION, fibers (placed according ID ONe Sl and and Spm ihcalions), or wire mesh having a minimum area of 0 T2 square nxhes per foot shall be used with the mnanum squired mbar shown in the ALTERNATIVE PRECAST EASE SECTE)N Wirp mesh shall not N placed in the krwckaufs. 43 BAR EACHCORNM 2 Thu knockout diameliar shall not bo gFeater than27 Kno jWs shall have a wall Ihiuknesa of 2" minimum to 2 5' me rrnum Pmvida a 1 5' J minimum pap 60lw9on rho kri c!%O n Wr.19 and tIN3 OL4S Kdv Or Hm Pipe Aher the plpo IS InstAlod. fill trig pap with pint mor W in OCcordancg 43 AAA FAVW &OF! whh Standard SpacRcation 4-04.3 3 The maximum depth from the fin Ished grade to the lowest Owe Invert shah be 5' a] amp EACH WAY 4 The Imme and grate must he Installed with the flange down PRMAST MAU 11011;IGIN 5 The Precast Base Section may have a rounded 630F, and "walls ma'r be sloped at a rate of 1:2d or steeper 0 The opening shall he measured at the top of the precast ha so seK7ion 7. AN plc" holes shall W grautod toll after the basin haS be on plaoell- 6 AN grade nngs and Cast rigs shad be sel III mortar in aCOordarlCO with S4indord Spur f rwinn R,04.3. i yA EACH C ORER ,E'YN r3 EAR HOOP SF.E NOM I ALTERNATIVE PRECAST EASE 1IECTION Yu13LIC 1'I.ORY'.- CATCH BASIN TYPE 1 AM i DEPARTMENT Sn. PLAN - 200.00 MARC-I] '=s SURFACE WATER STANDARD PLAN NOTES r,AiGil SA&INFRME AM VANED GPIAFE (DETAIL RD440) NArNOHCLD RECTAI*WLAR AD"TMENT SECTION OR CIRCu.AR AEJLL5TlENT 5E0150N GRCLFT TYPICAL {Wt NOTE 5] FLAT SLAB TOP .r5. _ M. Y'. R.Tr.afGr9r g - MORTAR [TYP-I _ �Of✓rl � - J•fY I � +� � � ��I�laPrJlla nlaEl irlr, f .LE. SEPARATE SASE PITEGRI SASE CAST-lt-PL►CF PRFCRsr WITH RM6t v MwaL-• _ _. . ri: dPAlTi 31CgILL F9R -- - PnF 1raGc rGPdiHc ,Pf IRATE aASE 'RLCPSr CATCH ■ASIN DIYMYStOUS CATCH DIAMETER . .e• s1- WAN!` THICK"M �' 4-V RAM THICKWO MAXNU t SILM MIMDI NIMURIANE SASE RI 94FORCINO5TERL sET1NEEN '"' IH E0G1 aIRECr,Ory K NOCKOUT5 •SEPARATE eAM i UTECAAL aASE r 0.23 015 t ails 0-10 P aC r a 1110' V r ■r 6' o.27 0.25 �• Ir Ir er Tr oas os. µ• - s 14• TT f7 a-M C 4 6 -s T2 tN' lr 039 0.2D NOTES No sle ps are req uued wtlen neigh! Is 4' or less. 2 The Wtpm of the precast catch tNrs,n may be sloped to lanlasite Clean" l The 1 aongular frame and grate must be tnsWled with the Mange down. The frame may be call into the adTuslrwi section. + Xneckouts shall have a Wall thickness oil" minimum to 2.5' nvomun. Provide a T S' muam um gap between the knockout wall and the outside of Vie phpc Aber the Pipe is nnste Ilea, fill the gap With joint mortar in aCc"riCe with Sta naaro Spe,Acatndn U-G4.3, D All grade rlr as, risers, and Castings small be set m mortar In accoricanCE vAth Standard Specification 9-04.3. ♦T D PIPE ALLOWANill CATCH ; PIPE MATERIAL WTH MAXAMM IN-V E DIAMETER S.'s'm ALL 9OLi0 PROFILE - TAL air 36- ar �� WALL WALL PJC r PVC N• L F aa' ad' 2r 36' �• 71' il' j_ ar st ae' ea' ]t• Tr rr N' 31' 1{' II/• a{" eo• er• all• 1r w Dir .. 7F' rP as• Ha' Cuny10E i't6�10YY 3iorr1 Sa." RP1 ISU. 50d . &05L 01 •d sp.e.C4i17t1]} 1 Spat. wml2m STD, PLAN - 201.00 r -vPUBLIC WORK CATCH BASIN TYPE 2 D E F'AR'1•119L•'!Y'I' r •�y?�° CLEANOVt. fYP. Jix,A ' }} C4TC�BRSHM•ARE{ORAT'� +r •j l tic II''J1 eR PER" LINE ' L q' I % u. O 9'YIN Aon�.1r wu1 , roe i m nv r, 7MCTFON" MAO I PME Tam on PLACE A" CIPAN HOFER CLEA#HW Y4ITH PeROL&KPNT CAP MIN . AR" DRAIN '.0^ ---- vIRE, --� 4 a _F`_ . 7-.r 'I-.-- xEAHOVT AT 9W hWf. fin_ F _-. ,-•;-y. E:.- S SECTION &8 NOTE:. MIN. PIPE SIZE 8V PIPE MATE RIALS ALLOWED PVC, LI NED CP E. TRIPLE WALL POLYETHYLENE. DI (IF NEEDED Ft7R STRENGTH) CAP, AND 1xIEIM CLERHOUT law PAVOIN:NT, qWm MNO a COYEII PER IFCO IONY 04; ECIANALENT li Li5' $ENO �F'EIaAR/rE7iT CRP OR CONNECT PIP � a6' IIIYF TEE. CAM. ORIZ I .r . CLEAN OUT DETAIL N.T.S. TT`•' "�;AV1< 1W ON FHB OF ROOF ok" 5TutL hl,-• Ovrw5lA P1,13TJC WDRK TYPICAL PRIVATE RQOF DRAIN SAD• PLAN - 225.10 I' _ DEPARTMENT COLLECTION SYSTEM GROSS SECTION MARCH 2O08 w z J N�N w 0- 0 ti CL 0' MIN. TR B ACCESS ROAD N.T.S. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD STUB OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY TELEPHONE, TELEVISION). MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS APPLICANT. WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODQ UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", HOME OWNER. (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND WITH THE EXCEPTION OF PVC PIPE. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. OR BETTER INSIDE AND OUTSIDE. SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. SO SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE CONVEYANCE, GAS, ELECTRICAL. ETC. )THE SURFACE WATER DRAINAGE SYSTEM SHALL BE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY CONSTRUCTION PERMIT ISSUANCE. DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. LEVEL. 25. 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 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT IN PROGRESS. BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF DURING CONSTRUCTION. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY MONDAY THROUGH SATURDAY AND NO WORK ON SUNDRY IS ALLOWED, UNLESS OTHERWISE A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 4 - 8 INCH ROCK / 40 - 70% PASSING; THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT 7. IT SHALL BE THE APPLICANT'SJCONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION 2 - 4 INCH ROCK / 30 - 40% PASSLNQ; AND MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF AND APPROVAL PRIOR TO CONSTRUCTION. LESS THAN 2 INCH ROCK /10 - 20% PASSING. THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. S. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT REGULATIONS (RMC 4-3-050). CITY OF RENTON. DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, STRUCTURAL NOTES EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. SHALL CONFORM TO THE FOLLOWING: 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE THESE PLANS AREA PPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULT AND RETAINING WALLS REQUIRE A DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO EACH E NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. OUTLET ACHTER 95 PERCENT DENSITY, STANDARD PROCTOR. SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED SE. ROCKERIES ARE CONSIDERED TOBE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. CONVEYANCE SYSTEM OR TO AN APPROVED OUTFACE LOCATION. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE A S RETAINING WALLS. ALL ROCKERIES IN 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAH SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF B OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" THE INTERNATIONAL BUILDING CODE, RENTON TRENCH RESTORATION STANDARDS. STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. SPECIAL NOTES 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS CPIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN . COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE 1. A MINIMUM OF 6" INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE POROUS PAVEMENT SURFACE. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN DETECTION. 2. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING THE #200 CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE. WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 26' ACCESS AND UTILITY EASEMENT w z Q _JNJ of W Z U 0 0' MIN. 4" AC/ CLASS "B" SURFACING (MIN. SECT) CRUSHED SURFACING _2" TOP COURSE(5/8" MINUS) 4" CRUSHED SURFACING BASE COURSE(1-1/4" MINUS) GRAVEL BASE AS NECESSARY TO STABILIZE PAVEMENT J �S \ V x o 3O 30' Z SAW -CUT 5' CONC WALK 18'will5' 2" COMPACTED DEP7q CLASS "B" OVERLAY 2'f 5' PL 2.090 2.09' _ I 2.0% w z J z cw L w V) Q w COMPACTED DEPTH CLASS "B" ASPHALT - 2 LIFTS REQUIRED � NOTES: 8" SURFACING TOP COURSE OUTSIDE CITY OF RENTON LIMITS. 12" GRAVEL BASE AS NEEDED INFORMATIONAL ONLY: RIGHT OF WAY PERMIT APPROVAL TO BE OBTAINED FROM CITY OF NEWCASTLE. SE 95TH WAY NEIGHBORHOOD COLLECTOR STREET SECTION N.T.S. /_ STREET LIGHTS w w Z Q J W �1 z_ 10'UTL� �� 10'UTL AND CW ao w AND CW ESMT 21' R W 0 U 21' R W ESMT 5' 8.5' 1 13' 13' 8.5' ' 1.5% 6 5q 5' SIDEWALK-/ Ir 8' LANDSCAPE STRIP 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 0.5' VERT. CURB & "MIN. CRUSHED SURFAC GUTTER ING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS WHITMAN PLACE NE N.T.S. 3. PERMEABLE PAVEMENTS SHALL NOT BE PLACED ON SLOPES STEEPER THAN 5% FOR POROUS ASPHALTIC CONCRETE AND 10% FOR ALL OTHER TYPES. FOR PERMEABLE PAVEMENTS PLACED ON SLOPES STEEPER THAN 5%,IMPERMEABLE CHECK DAMS SHALL BE PLACED ON THE SUBGRADE AND BELOW THE PAVEMENT SURFACE PER SECTION C.2 OF THE RENTON SWDM. THIS WILL BE REVIEWED AT TIME OF SINGLE FAMILY PERMIT REVIEW. BMP CREDIT WILL NOT BE GIVEN IF THE REQUIREMENTS ARE NOT MET. R-408208 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILTS Pacifies ��-�1��11�- �E w Su NOTED RVEYED: SCALE, �" ""w'g� CHRISTELLE RIDGE �� HORIZONTAL NAD 1983/1991 CITY 0 F 3-22-2018 Z DESIGNED:J. HOPPER SOUND BLDG & DEVELOPMENT, LLC Fl°°B0°"' Des! Jfi1 r► rRENTON PAGE, i�� J� `� -0 02 REVISION AS PER CITY COMMENTS ON 09/05/18 PJP 9/17/18 JH °mow"' P. PATEL 21222 132 N D AVE SE DRAWING NO: ONE INCH DATUM Flo "I' 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 7/31 /18 JH CHECKED: Civil Enyineeting s•.= S J. HOPPER AT FULL SCALE Planning/Building/Public Works Dept. KENT, WA 98042 08 Planning ONE INCI Con untl un-1;E. E� APPROVED'SCALE IF TACCORDINGLY STORM DETAILS AND NOTES A L 0� t4YUt N0. REVISION BY DATE APPR J. HOPPER �"� 08 �24