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CROSS/N6. rE0 -- tcC�ss�. \� I r c h a r I n t e r c h 'a nag eIff r 1� j0 1�5 a ❑ 1 I Y� i`si O{ /eo 2 a_�.. - :a ic] �S 23 LQ 23 36. — - — 2S 38 \ ,-, a j' Q �� 16 ,�, jl 13 - _ I25 r c,,vL a1 0 • S,? 4.'�' 3 F�. _�o / 13 p "34 • n, I 111 /� 1+ j 33 - ' it _ 31 ��' - : _ - j f N �- _ A(N_:_ D 31 et I --------------- ------------- 111_S. N/. --- — -- --_ — _ 16 TH _ \ Ik�t ";,1 GRAPHIC SCALE 100 200 400 ( IN FEET ) I inch = 200 ft. - Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 (206) 365-9510 FAX (206) 365-0225 REVISION BY I APPR. I DATE PC-4 V�1', 10 1996 CITY op Q_ �`�NNINC, SHEET N0. CITY OF REN TON DEPARTMENT OF PUBLIC WORKS NEIGHBORHOOD MAP DESIGNED: DMS DATE: 4/16/96 FILE NAME: DRAWN: DJC CHECKED: DJT SCALE: j"=- 2� �Ew eoac: PAGE: APPROVED: SHEET: OF: Doweram Cr PUBLIC Wo"s FLINT SCHEDULE I I_ Ia I I o� � II %-II -II II II n rc-I �- U. F ` ' DEMOLISH EXIST. r — A T(BY OTHERS) WAL M R I I CURB &GUTTER i- - - (PERMIT #• C-960022) L_ I I i ----WOO zi mom - _ - O ADJU T EX. RIM CL PROPOSEDCn z 1 , ,. ��.4w x +_. woo w + -7 61 A.: 36 // if'.+ \ It� � � _.REPLACE EX. RAMP W/ STAIRS 11 I y RAMP -r CURB TO MATCH TOP OF EX. WALL- �AOtAo ON CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. LEGEND EXISTING PROPOSED CB CONTOUR SS SSMH SD PIPE CURB CURB & GUTTER PROPOSED BY OTHERS (PART OF WAL-MART) O RENTON HONDA IL VON VA 0 -, 41 rel BOTANICAL/COMMON NAME FRAXINUS PENNSYLVANICA 'URBANITE'/ 'URBANITE' ASH LIQUIDAMBAR STYRACIFLUA/ SWEETGUM CERCIDIPHYLLUM JAPONICUM/ KATSURA PINUS NIGRA/ AUSTRIAN PINE PSEUDOTSUGA MENZIESII/ DOUGLAS FIR RHUS GLABRA/ SMOOTH SUMAC PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL ARBUTUS UNEDO/ STRAWBERRY TREE CISTUS HYBRIDUS/ WHITE ROCKROSE EUONYMUS ALATA 'COMPACTA'/ COMPACT WINGED EUONYMUS VIBURNUM PLICATUM/ TOMENTOSUM/DOUBLEFILE VIBURNUM VIBURNUM TINUS 'SPRING BOUQUET'/ LAURSTINUS COTONEASTER LACTEUS/ PARNEY COTONEASTER COTONEASTER DAMMERI/ RFA.RRFRRY COTONEASTER HYPERICUM CALYCINUM/ ST. JOHNSWORT ROUGH GRASS/ EROSION CONTROL SEEDING SIZE/CONDITION 2-1/2" CAL., 12'-14' HT., B&B WELL -BRANCHED AND MATCHED SPECIMENS, BRANCHED BETWEEN 54 2-1/2" CAL., 12'-14' HT., B&B, WELL -BRANCHED AND MATCHED SPECIMENS, BRANCHED BETWEEN 5-6'. 2' CAL., MIN. 10' HT., B&B, SELECT FOR COLUMNAR GROWTH HABIT, UPWARD ARCHING BRANCHING. 10' HT., B&B, SYMMETRICAL WELL -BRANCHED BASE. 7'-8' HT., B&B, FULL & WELL -BRANCHED TO BASE, NOT SHEARED. 8'-10' HT. MIN., B&B, MULTI -STEM WITH (3) 1" CAL. STEMS. 15"-18" HT. & SPR., 36" O.C. TRIANGULAR SPACING, B&B OR CONT. 24"-30" HT. & SPR., 5 GAL. CONT. 1 GAL. CONT. COMPACT, FULL ® 30" O.C. TRIANGULAR SPACING. 30"-36" HT. & SPR., B&B OR CONT. 30"-36" HT., SPR. B&B. 24"-30" HT. AND SPR., B&B, FULL AND DENSE TO BASE 04'-0" O.0 SPACING. 36" HT. AND SPR., B&B. FULL AND DENSE TO BASE @4'-0" O.C. SPACING. 4" CONT. ® 30" O.C. TRIANGULAR SPACING 4" CONT. ® 30" O.C. TRIANGULAR SPACING. PREVIOUSLY LANDSCAPED UNDER SEPARATE PERMIT Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 (206) 365-9510 FAX. (206) 365-0225 STORAGE PARKING NO. _REVISION BY I APPR. I DATE GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 it. Q 1996 DEVELOr,,\ j\ r CITY PLANNING SHEET N0. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LANDSCAPE PLAN 120 DESIGNED: DMS DATE: 4/16/96 FILE NAME: DRAWN: DJC CHECKED: DJT SCALE: 1"=30' FIELD BOOK: PAGE: APPROVED: SHEET: OF: DS116CTOt OF rU71.IC WORKS -06 o qK* 0601 S A 4) ,-- . EROSION CONTROL NOTES r"S WAL.—MART (Uf OTHERS) R IT #: C-9600 �CN C-L c' 7c A mac' mac, ---Wool i.- wl . 42•_ .� .N4a ,�� 41 K2] Oman 01 � 43..Cl) ... 11 Y loom* --.. !• \' - ...-" CATCH BASIN INLET 1 f• �---- PROTECTION (IP.) C-4!;, ­ — t — ; 11 - As FT FE-1 SILT FENCE 2 �-� •i� 4' ( ) C 4 CONSTRUCTION BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' x 50' OF A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF 4-6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE CHEMICALS OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE FIELD AND OBSERVED DURING CONSTRUCTION. TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. j� ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING THIS SHEET SHOWS SCHEMATIC LOCATION OF SILT FENCING. CONTRACTOF AND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN SHALL PROVIDE SILT FENCING AS DIRECTED BY THE OWNER'S REPRESENTATIVE OF WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL AS REQUIRED BY CONSTRUCTION SEQUENCING. EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A Q ACING. SATISFACTORY CONDITION UNTIL SUCH 11ME THAT CLEARING LOCATIONS OF CHECK DAMS AND STRAW BALE BARRIERS SHALL BE AS DIRECIFC - AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON- BY OWNER'S REPRESENTATIVE AND AS REQUIRED BY CONSTRUC-flO� cn SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, SEQUENCING o z REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION r .� CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY SUITABLE AND z � THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED TIMELY APPLICATION OF EROSION CONTROL MEASURES. o ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS x TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION L-Li PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE, DURING - - - M T�'---.- -- THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO - PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT `" r .:_::= �``'°�PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE V � \ ENTRANCE C-4 t.­ j � _ _ _ A SYSTEM. ' CI 0o000000 00000 0 0 0 _-4 o 0 0 0 0 o 0 I I o o 0 0 0 -O O o 0 0 0 0 0 =r �- ' 0 0 0 0 0 0' 0 0 0 0 o 0 0 0 0 0 O O O-o 0 0 0 0 0 0 - .. O O O O O O O .o O O O 0 o \4 1 O O O O O O O O O O O O a Il O G O O O O ��.��jj�O O O O O00111 \ O O O 0 O O O`ZO .0 O O O O r 1 OOOGO00000000000�•0O O O Ioo O O C' 10•�4 ,.,, cam •xLU €m:r' a: INt CONSTRUCTION SEOUENCE 1. INSTALL PERIMETER EROSION CONTROL MEASURES, SUCH AS SILT FENCE, AND CONSTRUCTION ENTRANCE. 2. RELOCATE OR OTHERWISE PROVIDE UTILITY SERVICES, INCLUDING DRAINAGE TO REMAIN IN OPERATION. DEMOLITION NOTES �1 REMOVE EXISTING CATCH BASINS & PLUG PIPES AFTER PROPOSED STORM DRAINAGE HAS BEEN INSTALLED AND IS OPERATIONAL. CONNECT PERIPHERAL SOURCES OF STORM DRAINAGE TO PROPOSED SYSTEM BEFORE DEMOLISHING EXISTING. GENERAL NOTES A. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS WITHIN THE LIMITS SHOWN, UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. EXISTING SUBSURFACE IMPROVEMENTS ARE TO BE REMOVED TO A DEPTH OF 3 FEET, UNLESS OTHERWISE INDICATT:D IN THE CONTRACT DOCUMENTS. ALL ABANDONED SIDE SEWERS SHALL BE CAPPED AT PROPERTY LINES. B. EXISTING WELLS TO BE ABANDONED IN ACCORDANCE WITH W.A.C. 173-- 160, AND LOCAL REQUIREMENTS. C. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. D. REFER TO SURVEY (SHEET CS-1) FOR PROPERTY LINE INFORMATION, BASIS OF BEARING, BENCHMARK AND DATUM INFORMATION. E. REFER TO GRADING & DRAINAGE PLAN (SHEET C-2) FOR PROPOSED ELEVATIONS. F. REFER TO UTILITY PLAN (SHEET C-2) FOR UTILITY CONNECTION/RELOCATION INFORMATION. A0140 X I-, 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. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. IN AN AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, CRA``;'; PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, AHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. ALL EROSION/SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH MOVING ACTIVITY. CATCH BASINS SHALL BE PROVIDED WITH INLET PROTECTION UPON INSTALLATION UNTIL FINAL PAVING. SEE SPECIFICATION SECTION 02270 FOR ADDITIONAL REQUIREMENTS AND NARRATIVE. ALL WORK WITHIN R.O.W. WILL REQUIRE CITY OF RENTON PERMIT. EROSION CONTROL LEGEND SILT FENCE GRAPHIC SCALE 30 0 15 w so 120 CATCH BASIN INLET PROTECTION ( IN FEET ) 1 inch = 30 ft. **CAU110N** NOTICE TO CONTRACTOR **CAUTION** THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONT ACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HRS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 1-800-553-4344 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. RENTON HONDA %0=:)-TORAGE PARKING NO. Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 (206) 365-9510 FAX: (206) 365-0225 REVISION BY I APPR. I DATE S�IST oxnL �Nol�w�4 EXPIRES 5/13/0t-1 SHEETNO. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS EROSION/SEDIMENTATION CONTROL PLAN DESIGNED: DMS DATE: 5/3/96 FILE NA1JE: DRAWN: DJC SCALE: 1-30, FlELD BOOK: PAGE: CHECKED: DJT APPROVED: SHEET: OF: DIRECTOR Or Plf•lIC VORKS ,j A --'� %, e)%U V �.. JUN - 3 1996 BUILDING DIVISION FLOW CONTROL_ STRUCTURE C-5 o � a DEMOLISH EXIST. �.� CURB & GUTTER 21- `I I 1 _ N 1 c' L F7) (P BM IT `-ca mac' ._ 4 ff 01" H ERS) ,o { C-9600 Co r- . N N rc' i 42 .. / 42 �43 1- - 63 r N STORM WATER DRAINAGE NOTES 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET �. BELOW PAVEMENT LEVEL. 1c' I 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY f OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD 13.OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY PLAN REVIEW PROJECT MANAGER. APPROVED BY CITY OF RENTON. FLOW CONTROL 9 STRUCTURE-5 \";� Lot 2• ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, LATEST EDITION OF THE SPECIFICATIONS FOR WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK a `L ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED PLACED TO FOLLOWING A DEPTH OF 1 FOOT AND MUST MEET THE BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ROCK/30%-40% SPECIFICATIONS: 4" 8"/40% 70% PASSING; 2"-4" ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON. PASSING; AND -2" ROCK/10%-20% PASSING. G L7 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED 15. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY 7)h. A ADJUST EX. RIM CB "E" TO BE TO PROPOSED REPLACED WITH GRADE ` TYPE II MH �. +�' \ Ll / .; CO II � �i y'•i i1! wl 0000 0006000000000010,0 0", NOTES: 1. BENCHMARK DESCRIPTION SHOWN ON SHEET CS-1 2. REFER TO THE FOLLOWING SCHEDULE FOR DETAILS. -- TYPE II CATCH BASIN DETAIL 5 C-4 -- TRENCH BACKFILL 6 C-5 3. ALL UNSURFACED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED, UNLESS OTHERWISE SPECIFIED ON LANDSCAPE PLANS. 4. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 5. CATCH BASIN INLET PROTECTION TO BE USED FOR ALL NEW INLETS. SEE EROSION/SEDIMENT 1 CONTROL PLAN AND C-4 7- - w Cq 8 CONCRETE CURB (TYP) Cb CIO Lr =� �X RAMP `} M; CURB TO MATCH �� TOP OF EX. WALL I N� OVA NO 0 : �, , I r .if •1 LEGEND EXISTING PROPOSED PROPOSED BY OTHERS (PART OF WAL-MART) CB ■ 13 --__� CONTOUR- ;:� SS SSMH SD PIPE CURB - -- - -- - CURB & GUTTER - "- CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION Orr' UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. STANDARD (75PAVEMENT (TYP) C PIPE SCHEDULE PIPE DIAMETER(IN) LENGTH (FT.) SLOPE (FT./FT.) 0 24 25 .0360 © (X) 24 26 .0038 © (X) 24 172 (X) .0029 DO (X) 24 65 .0032 01 30 1 50 1 .005 (X) = EXISTING 0 F ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE -------- - --- WITH THE CITY OF RENTON. ANY DEVIATION FROM THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM CONNECTED WITH STORM SURFACE WATER DISPOSITION. 1 THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY cn n OBLIGATION FOR THE PROPER FUNCTIONING AND o z 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE MAINTENANCE OF THE SYSTEM PROVIDED DURING I C/-) WHENEVER CONSTRUCTION IS IN PROGRESS. CONSTRUCTION. 1�I ij CD W jj c�j z r L , DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 05. ~ CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATION ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE w I ARE NOTED ON THE PLANS. EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO / PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND j 6• ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE � OPERATION PRIOR TO CLEARING AND BUILDING OF WORK COVERED BY THE CONTRACT. ANY CONSTRUCTION, AND THEY MUST BE SATISFACTORILY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN POTENTIAL FOR ON -SITE EROSION HAS PASSED. APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION � � DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD 0 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. � AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY 17. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE REPLACE EX. THE DEVELOPMENT SERVICES DIVISION. PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION RAMP W/ STAIRS AREA. 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 DEVELOPMENT SERVICES DIVISION. 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 A MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. STRUCTURE SCHEDULE CB# TYPE RIM IE (OUT) H 25.1 20.3 O(X) H 25.2 19.4 O(X) H 25.2 19.5 DO H 24.8 19.8 0 (X) H 22.08 20.0 (:D m ** H 24.6 20.9 ** H 24.6 21.3 ** II 27.2 1 19.2 * = TO BE DEMOLISHED AND REPLACED W/ TYPE II MH = ADJUST RIM * = FLOW CONTROL STRUCTURE (X) = EXISTING j RENTON HONDA STORAGE PARKING 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM GRAPHIC SCALE THE TOP OF ANY CHANNEL BANK. 30 0 15 30 60 2 US Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 (206) 365-9510 FAX: (206) 365-0225 REVISION BY I APPR. I DATE ( IN FEET ) 1 inch = 30 fE C-2 Nzi n� EXPIRES 5/13 SHEET NO. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 120 GRADING AND DRAINAGE PLAN DESIGNED: DMS DATE: 5/3/96 FILE NAME: DRAM: DJC SCALE: 1"=30' FlEU BOOK: PAGE: CHECKED: DJT APPROVED: DIRECTOR OF PUBLIC WORKS SHEET: OF: #3 BAR EA.CORI #3 BAI EA.SIDI #3 A. rrh I C._ 3' MAX. STAKES CATCH B FI LTER F, MIRAFI 1( OR EQUA 2"x2" WOOD STAKES FILTER FABRIC STAPLED TO STAKES @ 6" O.C. WITH 1 /2" MIN. LENGTH STAPLES GRAVEL BACKFILL FOR DRAINS BURIED FILTER FABRIC MLET PROTECTION DETAIL NTS iia�OD D o z 00 CATCH BASIN FRAME AND GRATE - 5 (INSTALL W/ FLANGE C-3 DOWN OR CASTINTO RISER) PRECAST BASE SECTION NT AT THE BASE) 1-#3 BA....._ _. 'PICAL KNOCKOUT V MIN WALL THICKNE 2-#3 BA PROVIDE 18" MINIMUM DEPTH COMPACTED GRAVEL BACKFILL FOR PILE BEDDING BELOW LATCH BASINS TYPE I CATCH BASIN DETAIL FILTER FABRIC MATERIAL, MIRAFI 10OX OR EQUAL 2"x2"x14 GA. WELDED WIRE FABRIC OR EQUAL USE STAPLES OR WIRE RINGS ,TO ATTACH FABRIC TO WRE � CD i u �_ STEEL. FENCE y �J OSTSP @ 4'O.C.(TYP.) NOTE: UPON COMPLETION OF THE PROJECT OR WHEN DIRECTED BY THE O'NNER, THE FILTER FABRIC FENCE SHALL BE REMOVED IN ITS ENTIRETY AND DISPOSED OF BY THE CONTRACTOR. 6" RISER SECTION 12." RISER SECTION SILT FENCE DETAIL NTS A r- T N /4" FRAME 2 1/2- 3 /-4 N 1/8 " /8" 7/8„ 1 5 /8" SECTION A -A * 1 5 /8" (+ 0", -1 /16") (DISTURBED OUND IRY FILTER FABRIC IN TRENCH FILLED WITH GRAVEL BACK - FILL FOR DRAINS ALTERNATE B (SEE NOTE 4) B GRATE CONS ALTERNATE A (SEE NOTE 4) TION ENTRANCE DETAIL 1" MIN 1 3/4" MAX TOLERANCE= +0",-1/16" 1/8"R. OR 1/8" CHMFR (TYP) z 3/4" TOLERANCE= +0",-1 /16" NORM. TO BAR T � LJ 1 (TYP) _ 1 /2Ln " NORM. TO BAR SECTION B-B NTS SECTION C-C CATCH BASIN FRAME & GRATE DETAIL NTS NO. DIMENSIONS t R d 1 3/4" 26" 1 5/8" 1 1 /2" 21 " 2 3/4" APPROXIMATE WEIGHTS FRAME 170 LBS. GRATE 128 LBS. TOTAL 298 LBS. NOTES: 1. MATERIAL SHALL BE DUCTILE IRON OR CAST STEEL. 2. WELDING NOT PERMITTED. 3. DIMENSIONS SHALL HAVE f 1 /16" TOLERANCE EXCEPT AS NOTED. Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 (206) 365-9510 FAX (206) 365-0225 REVISION BY I APPR. I DATE J. W =D 100' MIN. EXCEPT :DUCED TO 50' MIN. WITH LESS THAN ONE XPOSED SOIL. J. 1E FULL WIDTH OF S / EGRESS AREA C--3 .0 28648 � �oF ��C 1 STERN ��44 �SS�ONAI. E�Gl Zs-4G UPIRES 5/13/ SHEET NO. CI TY OF REN TON DEPARTMENT OF PUBLIC WORKS DETAILS DESIGNED: DMS DATE: 4/16/96 FILE NAME: DRAWN: DJC CHECKED: DJT SCALE: 1" = 30' FIELD BOOK: APPROVED: SHEET: DIRECTOR ❑F PUBLIC VDRKT PAGE: OF: SLOPE TRENCH SIDES PER OSHA REQUIREMENTS INITIAL BACKFILL COMMONJD FILL >D�.',l i o * V-0" MIN. COVER U FOR REINFORCED CONCRETE STORM DRAINAGE PIPE OR c APPROVED EQUAL " I (SEE PROJECT SPEC'S.) O - STORM DRAIN PIPE HAUNCHING o (SEE PROJECT SPEC'S.) BEDDING --I - REPLACE UNSUITABLE NATIVE -- MATERIAL NTH COMPACTED STRUCTURAL FILL, 12" MAX. D + 4' MAX UNLESS OTHERWISE SPECIFIED ( ) BY ONSITE GEOTECHNICAL ENGINEER. COMMON FILL: MATERIAL SHALL BE FREE OF LARGE ROCKS (3"+) AND SHALL BE PLACED IN 8" MAX LOOSE LIFTS AND COMPACTED TO 92% OF MAX. DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557) PIPE BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS SHALL BE PER WSDOT STANDARD 9-03.16 AND SHALL BE SHAPED TO THE BOTTOM OF PIPE. ON -SITE STORM DRAINAGE PIPE TRENCH AND BEDDING DETAIL NTS CLASS 'B' ASPHALT CONCRETE WEARING COURSE (WSDOT STD SPEC 5-04.2) CLASS 'B' ASPHALT CONCRETE LEVELING COURSE(WSDOT STD SPEC 5-04.2) CRUSHED SURFACING BASE COURSE(WSDOT STD SPEC 9-03.9(3) SUITABLE NATIVE MATERIAL FILL; TOP 10" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED STANDARD DUTY PAVEMENT NTS PAVEMENT FINISH GRADE 7 3/4" CONCRETE CURB SECTION Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 1206) 365-9510 FAX: (206) 365-0225 NTS WA. 0 28648 h�CI STER�� �SSIONA L EXPIRES 5/13/4w-q SHEET NO. CITY OF REN TON DEPARTMENT OF PUBLIC" WORKS DETAILS N0. REVISION BY I APPR. DESIGNED: LMS D?TE: 4/16/96 FILE NAME: DRAWN: DJC CHECKED: DJT SCALE: 1 " - 30' FlELD BOOK: PncE: DATE APPROVED: SHEET: OF: DIRECTOROF PUBLIC WORKS _ 1 j 1WAL-MART (BY OTHERS) r p rrj I ' C a a PERMIT #: C-960022) a — -- — — — — — -- ct:) Id /�L I L L I L L I �IIIIIIIIIIIII L I L E_; 0000 REPLACE EX. - RAMP W/ STAIRS J r' - 1 RAMP 019 oNo RENTON HONDA STORAGE PARKING Plant Schedule Symbol Botanical/Common Name Size/Condition Trees, shrubs & groundcovers to be installed per Wal-mart construction/ Permit # C-960022 Fraxinus pennsylvanica 'Urbanite'/ 2-1/2" cal., 12'-14' ht., B&B, 0 `Urbanite' ash well -branched and matched specimens, branched between 5'-6'. • Liquidambar styraciflua/ 2-1/2" cal., 12'-14' ht., B&B, sweetgum well -branched and matched specimens, branched between 5'-6'. Pseudotsuga menziesii/ 7-8, ht.,- B&B, full & well -branched douglas fir to base, not sheared. ORhus glabra/ 5'-6' ht. min., B&B, multi -stem with smooth sumac (3) 3/4" cal. stems. OArbutus unedo/ 24"-30" ht. & spr., 5 gal cont. strawberry tree ° o Euonymus alata 'Compacta'/ compact winged euonymus QViburnum plicatum tomentosum/ doublefile viburnum •O Viburnum tinus 'spring bouquet'/ laurustinus Cotoneaster dammeri/ bearberry cotoneaster Hypericum calycinum/ St. Johnswort Prunus laurocerasus Zabeliana'/ 4 Zabel laurel 30 30"-36" ht. & spr., B&B or cont. 30"-36" ht., spr. B&B. 24"-30" ht. and spr., B&B, full and dense to base Q 4'-0" o.c. spacing. 4" cont. 0 30" o.c. triangular spacing. 4" cont. Q 30" o.c. triangular spacing. 15"-18" ht. and spr., B&B, full and dense to base Q 4'-0" o.c. triang. spacing. GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 S Q �Atelier pa STATE OF _ WASHINGTON ISTERED 217 Pine Suds 720 Seattle WA 98101 E ITV Tale: (206)625-0163 Fax (206)625-0238 A?� 4 arty , .324 SHEET NO. Washington Land Design CITY OF R E N TO N Planning & Engineering DEPARTMENT OF PUBLIC WORKS 10700 Meridian Avenue N., Suite 503 LANDSCAPING PLAN Seattle, WA 98133 (206) 365-9510 FAX (206) 365-0225 DESIGNED: LLS DATE: 15/2,2.,/10 FILE NAME: DRAWN: L,Gj . CHECKED: A.9 SCALE: ) a=30' FIELD BOOK: PAGE NO. REVISION BY APPR. DATE APPROVED: SHEET: OF: DIRECTOR OF PUBLIC WORKS 1 (L'i cl I ' I WAL—MART (BY OTHERS) r o _. ...i �— — (PERMIT#: C-960022) "Y I LJ -- — -- LI11 I11111111111111111111111 1111I111111111111111111111I1111111111I11111111111111111IWIIIIIII IIIII I G 3�4 3i 1" r� / � P L �, r 1111�1111 Y I/q won ,►1111111 111111111111111111 1111111 , ,, z y.JL,i It �✓� I M, 3 /.¢ 3/4 4 i �� I I I I I ►►►�►►►►�►Ill�►► ���111111►� � I I - - CL O z - - '— 601 J, z LLi Li O x ' 4 t %" Sleeve i Sle'Pwe 1v zi4� ►�� 111►11111111��``"- `—REPLACE EX. _ RAMP W/ STAIRS � 111111111111111111111111 3• � . _ . f / i... VA L V �S R _ t� IDS G Rat /Wv�A-. ( C / Sleeve N I � 1111111111111►►1►►►It► - �7 4ry LOCATE I tom( P LA t4 T/ M61 fYR EAS' 'f z11 1 � i 11111t1t1 ="��, k Sleeve N1►W►►1 ter, 1u _.... CLi1r a a �11111111t111 /a'' 1t►11111111111� RAMP 11111111111111111 - '� - — ,1111111t11111 / G •O 3/4 AlAINLI/NS _1-T 'DIAGRA/niYlATlG .`/ QG� 1-OCAT E IN P T /N� A EA57 f� LAN � 110 n V) < (,n _) �, =NTON HONDA STORAGE PARKING IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL NUMBER REMARKS RainBird 1812-8 Series 12" plastic pop-up; 8' radius at 30 p.s.i.; Install as per Detail. a RainBird 1812 -10 Series 12" plastic pop-up; 10' radius at 30 p.s.i.; Install as per Detail. 1 RainBird 1812-15 Series 12" plastic pop-up; 15' radius at 30 p.s.i.; Install as per Detail. RainBird 1812-15EST Series 12" plastic pop-up; 4 x 15 pattern at 30 p.s.i.; Install as per Detail. Rainbird 100 PEB-PRS Series Electric Remote Control Valves. Install per Detail. BACKFLOW PREVENTER ASSEMBLY Connection: Equipment required at Point of RainBird DC-QT-100 1" double check valve backflow preventer. Install per Detail. Manual Gate Valve See Specifications. Install per Detail. Manual Drain Valve See Specifications. Install per Detail. AL RainBird 33RC 3/4" quick coupling valve; see specifications for other equipment required. Install per Detail. See plan for additional locations. _—_RainBird RCM-B 8 Station Controller. Pedestal mount in location shown. Laterals PVC Class 200, size as indicated on Drawings. Minimum size 3/4". Minimum cover as specified. llllllilllllllllllll Main Line PVC Schedule 40, size as indicated on Drawings. Minimum cover as specified. _ _ _ _ = Sleeves See specifications, not all sleeves may be shown. A Valve GPM - Areas developed by others PRIOR TO START OF CONSTRUCTION VERIFY 70 GPM AT 60 PSI AT POINT OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. NOTES 1. Sleeving is required for ALL Irrigation Lines and Control Valve Wires under ALL pavements, walls, rockeries, etc. Contractor is responsible for verification of size of all sleeving required for complete installation of work. 2. Mainline and latera shown running parallel to pavement shall be installed in adjacent planting areas and not under t aver IT a Q STATE OF WASHINGTON STERED D ARCHITECT P17 Piro Sulte 720 Seattle WA 98101 Tole: (200625-0163 Fax (206)6254238 arry towt o.324 I Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 W _ '20F,F 3b,5-9510 FAX: (206) 365-0225 No. RFVI SI ON BY I APPR. I DATE GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 fL L-2 SHEET NO. CITY OF R EN TON DEPARTMENT OF PUBLIC WORKS IRRIGATION PLAN p DESIGNED: -Y.1%/ C,-A . __ DATE: S�� /�]� FILE NAME: DRAWN: 1'1LG SCALE: j II=30r FIELD ELD BOOK: PAG CHECKED: L. e. APPROVED: SHEET: OF: DIRECTOR Or PUBLIC WORKS SI `k ^ 060 �2�BVC LODGEPOLE STAKES BHIGGINS CORP. - 206.868.8817) SECURE TREE TRUNK TO STAKES WITH CHAINLOCK #2 BY LISTER OPEN BURLAP AT TRUNK FOLD BACK AND UNDER PLANT AT SAME LEVEL AS GROWN WITH ROOTBALL CROWN LEVEL WITH FIN. GRADE. CREATE WATER BASIN AROUND TRUNK 2" THICK MULCH FINISH GRADE BREAK AND SCARIFY SIDES AND BOTTOM OF PIT PLANTING PIT BACKFILL THOROUGHLY WATER SETTLE (Vz SPECIFIED TOPSOIL, Yz NATIVE SOIL) - - - COMPACTED SOIL MOUND TO SUPPORT TREE CONIFEROUS TREE PLANTING DETAIL NO SCALE -- - -------- VALVE BOX, TYP. ---- FINISH GRADE L3 TYP. NIPPLE - - -- - - _ 'r, + _ UNION ' L MANUAL---- z GATE QUICK -- VALVE - - - N COUPLER c.r�-� �" MINUS GRAVEL---- e. rr BACKFLOW 1►, � � SUMP. 12" MIN. PREVENTER DEPTH, TYP. TYP. 90° ELL - ---- ---� � j • '-----TYP. NIPPLE '----TYP. NIPPLE PVC NIPPLE-----------` ' �I NOTE' NOTE: MFM1II4L GF a.. MANUAL DRAIN ---- ----- -- _ - p5vC DRAIN PROVIDE AND INSTALL 2" PVC DRAIN GALV. PVC SLOPE, 1C G4nIGN1. A'� E�'Gi LINE. SLOPE TO DAYLIGHT. NO ENDS _ ��p� TO TO LPL,. ESTABLISH GYnG: ni ALLOWED. ESTABLISH GRADE AT �.IEIEF METER MAINLINE �rYL4xE0. 'v n�GAA\i TOP OF GRAVEL -..._... ' - ---- ---- ---- -- ---- `" BACKFLOW PREVENTER ASSEMBLY NO SCALE ---- - - - - - FINISH GRADE r - - QUICK COUPLER VALVE �r WITH LOCKING LID I G.I.P. RISER / NIPPLE 900 G.I.P. ELL % G.I.P. NIPPLE _ - 90' G,I,P, ELL G.I.P. RISER (45' MAX. ANGLE FROM HORIZONTAL) - - 90' G.I.P. ELL G.I.P. NIPPLE == PVC SUPPLY LINE - PVC TEE OR ELL QUICK COUPLER ASSEMBLY NO SCALE BVC LODGEPOLF 'STAKES�2) BY HIGGINS CORP. - 206.868.881-; SECURE TREE TRUNK TO STAKES WITH CHAINLOCK #2 BY LISTER - OPEN BURLAP AT TRUNK FOLD BACK AND UNDER PLANT AT SAME LEVEL AS GROWN WITH ROOTBALL. CROWN LEVEL WITH FIN. GRADE. CREATE WATER BASIN AROUND TRUNK 2" THICK MULCH FINISH GRADE BREAK AND SCARIFY SIDES AND BOTTOM OF PIT PLANTING PIT BACKFILL THOROUGHLY WATER SETTLE (�/2 SPECIFIED TOPSOIL, 1/2 NATIVE SOIL) COMPACTED SOIL MOUND TO SUPPORT TREE DECIDUOUS TREE PLANTING DETAIL NO SCALE VALVE BOX 49 I I E= a r<3,1�, ;- 1�1�11, PVC NIPPLE -- - 90'PVC ---- ELL PVC NIPPLE - — PVC TEE OR ELL -- FLUSH GRADE I - -- -- PVC LATERAL LINE " • z VALVE I `V _2 1- ---- PVC BUSHING ? - --- --- - PVC MALE ADAPTER AS REQ D.------------------------- -- PVC NIPPLE •--- ---- PVC MAINLINE ----- -- -- -- ----- 2 C.F. Y4" MINUS - ------ CONTROL WIRE GRAVEL SUMP AUTOMATIC VALVE ASSEMBLY NO SCALE n IRRIGATION DEDUCT METER 1 IF REQ'D. BY LOCAL AUTHORITY. COORDINATE INSTALLATION AND y PAYMENT WITH LOCAL AUTHORITY SHUT OFF VALVE -' DOUBLE CHECK VALVE - 1'' - - - -- QUICK COUPLER - - -- - MANUAL DRAIN - - MASTER CONTROL VALVE - MAINLINE = 7 " POINT OF CONNECTION SCHEMATIC NO SCALE PLANT AT SAME LEVEL AS GROWN IN NURSERY OR SLIGHTLY HIGHER TOP OF ROOTBALL AT `_j TRUNK - LEVEL WITH ga o�--- HOLD MULCH BACK FROM SURROUNDING SOIL -- FOLIAGE - 2" MUFINISH GRADE LCT' --------� � \ ;., OPEN BURLAP AROUND -r��" `�-; :r" - PLANTING PIT BACKFILL TRUNK - FOLD BACK (Y2 SPECIFIED TOPSOIL, AND UNDER t ��' V2 NATIVE SOIL) FIRM SOIL AND WATER - SETTLE LEAVE NO AIR POCKETS r; .-r - COMPACT SOIL UNDER PLANT PLANTING HOLE TO BE 12" TO AVOID SETTLING LARGER THAN 0 OF ROOTBALL SHRUB PLANTING DETAIL NO SCALE LOCKING LID PVC NIPPLE (2 110 ) -- - - - - PVC TEE (2"0) PVC LATERAL OR PVC TEEMAINLINE = :LF OR ELL PVC NIPPLE - --' =� _ - PVC BUSHING (6" LONG X 2" o) — AS REQ'D. PVC NIPPLE --- --- (2"0) __ 90° G.I.P. ELL .1�r. MANUAL DRAIN ----- - VALVE G.I.P. NIPPLE PVC STREET ELL 4 C.F. -W MINUS GRAVEL SUMP MIRAFI HON WRAP/COVER.--- OVER STREET ELL OPENING MANUAL DRAIN VALVE ASSEMBLY NO SCALE RENTON HONDA STORAGE PARKING SPECIFIED �Pa�INr, .,;.� ,,.. ., is .. :: '•. // Vim. V2 SPECIFIED ' SPACING PLAN - - EDGE OF PLANTING AREA NOTE: PLACE 2" COMPACTED DEPTH MULCH, TYP. AT ALL PLANTING AREAS �dn �no s Q Atelier ps STATE OF WLAN A�HINGTON 4i) PIM ilrf• 720 iWttf� WA Vl1C1 GISTERED T°Va: (206)625-0163 Fa (ZOOb2'."ICI SCGF FkT;CT lorry . �I� /No. 324 Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 (206) 365-9510 FAX (206) 365-0225 NO. I REVISION I BY I APPR. - - - - FINISH GRADE r- J, SPRAY HEAD - -- 90° ELL -BARBED FITTING - SIZE TO MATCH SPRAY HEAD INLET, TYP. - SING PIPE OR FUNNY PIPE 18 MAX. LENGTH PVC LATERAL LINE- - - PVC TEE OR ELL -- 900 ELL -BARBED FITTING SPRAY HEAD RISER ASSEMBLY NO SCALE L-3 SHEET NO, CITY OF REN TON DEPARTMENT OF PUBLIC WORKS LANDSCAPE AND IRRIGATION DETAILS DESIGNED: AV DATE: FILE NAME: DRAWN: G• d. CHECKED: l-F , SCALE' 1'f-30' RELD BOOK; PAGE: DATE APPROVED: DIRECTOR or PUBLIC WORK: SHEET: OF: