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I ® I � I L Q 165 - ! 2 gyp, ' / • �3;: ca I I 1 •�' I I I .� I 1 ' O w o,1 VA � 44-t >O,e, +� AN % 2''L c SR, ew -93-0�1 525 Columbia St. N.W. Suite 201 Olym ia,Washington 98501 (206� 754-7766 SOUND Mazda - Suzuki Hyumda i Site Expansion SITE PLAN Revisions: ST.ATF ()r WASH1NGTGV Date: 1" iA1' 2% i99I Project Number: Sheet Number: 6A.)6cFe-1,14-0V LIGHT FIXTURE PANEL PG 3 4 WIRE 120/20&OLTS 200 AMPS MAIN LUGS ONLY SURFACE MOUNT 42 POLES TOP FE=ED 10000 AIC MIN LOAD CIRCUIT DIRECTORY CIR. NO. CIRC. BRKR. A B CIR-C. C BRKR. CIR. NO. CIRCUIT DIRECTORY LOAD 500 BUILDING SIGNS 1 1 P-20 1P-20A 2 LIGHTS - EXTERIOR 1040 500 BUILDING SIGNS 3 1 P-20 1 P-20A 4 LIGHTS - EXTERIOR 1300 500 BUILDING SIGNS 5 1 P-20 1 P-20 6 TIME CLOCK 100 500 BUILDING SIGNS 7 1 P-20 1P-20A 8 RECEPTS - EXTERIOR 360 500 BUILDING SIGNS 9 j1 P-20 1P-20A 10 RECEPTS - EXTERIOR 540 500 BUILDING SIGNS 11 1 P-20 1P-20A 12 POLE SIGN 1680 500 BUILDING SIGNS 13 1 P -20 1 P�--20A 1 P-20 14 POLE SIGN 1080 500 BUILDING SIGNS 15 1 P-20A 16 POLE SIGN 1080 500 BUILDING SIGNS 171 P-20 1 P-20A 18 SPARE 2140 PARKING LIGHTS 19 2P- 2P- 20 PARKING LIGHTS NEW 4280 2 V 2 0 A 30A 22 4280 PARKING LIGHTS 23 2P- 2P- 24 PARKING ►._IGHTS NEW 4280 25 30A 30A 26 2140 PARKING LIGHTS 27 2P- 2P- 28 PARKING LIGHTS NEW 2140 29 _ 20A 20A 30 4280 PARKING LIGHTS 31 2P- 2P- 32 PARKING LIGHTS NEW 2140 33 30A 20A 34 4280 PARKING LIGHTS 35 2P- 2P- 36 PARKING LIGHTS NEW 2325 37 30A 20A 38 4280 PARKING LIGHTS 39 2P- 2P- 40 PARKING LIGHTS NEW 1860 41 30A 20A 42 25900 TOTAL VA= 50105 CURRENT 139.2 AMPS DIVERSITY % DEMAND VA= 60296 DEMAND CURRENT 167.5 AMPS 24205 DEDUCTIONS FROM ORIGINAL CONTRACT 1. DELETE DISCONNECT PEDESTAL AT LOWER LOT. 2. DELETE TEMPORARY SERVICE TO POWER POLE. WORK TO BE INCLUDED IN PROPOSAL 1. PROVIDE NEW POLES, LIGHTS, AND CIRCUITING AS SHOWN ON THE DRAWING. 2. PROVIDE ONE (1) LIGHT POLE AT SE CORNER AND CIRCUITING AS SHOWN ON THE ORIGINAL DRAWINGS AS ALTERNATE BID. 3. PROVIDE PANEL PG AS SHOWN ON THE DRAWING. MOUNT ADJACENT TO PANEL PC ON SECOND FLOOR. 4. PROVIDE 3POLE - 200AMP CIRCUIT BREAKER IN EXISTING SPACE AT PANEL MDP. PROVIDE 200AMP FEEDER TO PANEL PG. 5. PROVIDE 12 POLE CONTACTOR FOR THE CONTROL OF LIGHT POLES SHOWN. 6. CONNECT CONTACTOR TO EXISTING EXTERIOR LIGHT CONTROL CIRCUIT. 7. PROVIDE AN ADDITIONAL CIRCUIT (PG - 16) TO EXISTING POLE SIGN AT NE CORNER OF PROPERTY. U. Fi%j UE uIlL ( i ) i i rE 'V i- i FIXTURE I U14 VYEJ I 1VALL OF EXiD T iivG FACiLii(. EXTEND EXISTING CONDUIT AND CIRCUITING (PG-2) TO FIXTURE. 9. CONNECT EXISTING LOWER PARKING LOT LIGHTS INTO NEW CIRCUITING. 10. RECIRCUIT EXISTING EXTERIOR LIGHTS TO NEW PANEL PG. INTENT IS TO ISOLATE ALL EXTERIOR LIGHTING ON ONE PANEL. 11. EXISTING POLE, LIGHTS AND MOUNTING TO MATCH THOSE PROVIDED iN EXISTING CONTRACT. MOUNTING BRACKET HANDHOLE WITH COVER 1"015' ANCHOR BOLTS WITH HOLDDOWN NUTS & LEVELING NUTS ON BASE PLATE AND GROUT. 24" DIA. CONCRETE _ BASE POURED IN PLACE. RACEWAY PER SITE PLAN 24" (4) #4 REBAR EQUALLY SPACED WITH 3" MINIMU COVER & #3 RING TIES Al 8" ON CENTER. 25' STRAIGHT STEEL POLE TO MATCH EXISTING. PAINT TO MATCH FIXTURE. GROUNDING LUG INSIDE POLE PROVIDE BOLT COVER 1" CHAMFER POLE MOUNTING DETAIL NOT TO SCALE _ _._-• ` � -"" - yr_ _ '�- --- - # 10- r PH-1 i Ilk ;i W j i 10AA I ' .4 MATCH' FIXTURE 1"AT °, I #10 LOWER; PARIKING 'k , t ` I W CONNECT TO ORIGINAL CONTACT CIRCUITING ELECTRICALLY �1_.j, ` /#8 ` 'ter--;�__ ,- ' tf_ - - — HELD CONTACTOR:_ . 4. C ( 30 AMP 12 POLE NEMA- 1 ENCLOSURE SEE WORK ITEM' 9 SPARE _- o-i I �-o SPARE I " I--o I x ' PA-20 SPARE I a —I i F"° I PARKING LOT I LIGHTING110 PARKING LOT PA-24 I LIGHTING PARKING LOT �.1. ' '- } - PA LIGHTING -'; t E EX TING TO BE REY�INEU =-�C �`; ! . '; �, ', DELETE WORK AT PEDESTAL PARKING LOT j ' 'I I i (TYPICAL OF 2)(SEE ` WORK 1 I; PA-32 �— LIGHTING E ITEM 9) PARKING LOT I PA-36 I ILIGHTING- I I I PARKING If;0T I PA-40-•---}--1 I LIGHTING CONTACTOR CIRCUITING DETAIL DIAGRAMMATIC (SEE WORK ITEMS 5&6) FINISHED GRADE 24 PH-1 #t _ _ a f ----------------- - - EXISTING EXTERIOR LIGHT CONDUIT -PULL NEW WIRE #8 FOR COMPRESSOR (CKT PD-8,10,12) PD-2,4,6 OA ' EXISTING CONDUIT PULL IN 3 #6 FOR NOTE: REMOVE EXISTING BREAKER COMPRESSOR. & INSERT (1) 3P-60A & (1) 3P-35A TO MATCH EXISTING. NEW SIGN PH-1 SCALE: 1 /8" = 1'-0" 6 PH-1 #8 _ _ p # W Sul 1 - _ TRAFFIC SIGNAL CONTROL BOX, EXISTINGI SIGN TO �1 � BE RETAINED AhR -T ADDITIONAL CIRCUIT'``,, SEE WORK -ITEM, .7 PROVIDE HANDHOLE , ON EXISTING 1 1 /4" - CONDUIT STUBOUT E t I , t PULL IN CONDUCTORS TO PG-20,24,26,10,12 :EXISTING TO BE i ! i IRETAINED { RYOLE PICAL OF 9 LIGHT E i ! tvj_ j: P 71 SIMILAR TO PH-1# 1i i 32j CEPT .4rWV )n f may" ,36- 111• - i .10 _ H PROVIDE _HANDHOLE " W 8'i. \\ IN -PLANTER -AREa 36' __ _ _ E' iE I _ _ -EXTEND--(2) 1"-_CONf3UIT -' ` STU _ P N 1 ; I I _ LA TER ` � r "I 0 - PULL CONDUCTORS TO r j,71jj _ r PG-8,32,36,40 " PG-14 LI _... -.. fl .�� N NEW SIG k- r i 60UND 1" iAZDA ► -- � � � 5ULDING I E r i +jl ? ;! Ilk SEE WORK ITEM 8 ELEC-TRICAL SITS �'� 0 525 Columbia St. N.W. Suite 201 Olym ia,Washington 98501 (206� 754-7766 SOUND Mazda -Suzuki H�unda i Additional Site SITE PLAN Revisions: Date: APR, 10, 1991 Project Number: 94032.00 Sheet Number: REGE SAY p 1997 )EVELOPMEN T PLANNING (;!TY OF RENTON SA) v 11 jw� PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTBALL DEPTH MULCH • WATERiNG BASIN BERM — FERTILIZER TABLETS, 2'-6" DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY V IF FIBERGLASS OR TREATED). QAt"WCII I Gnll MIX PLANTING HIT SHALL BE A MINIMUM OF TWICE THE ROOT - BALL DEPTH SNRUB PLANTING DETAIL (CONT., 8 do 8) LAWN AREA 6" EDGE SHRUB BED (TYPICAL) TRENCH (TYPICAL) d FiNISH GRADE---� d% �. • LAWN EDGE DETAIL 4- 'RED SUNSET' MAPLE SOD LAWN 2' O.G. ,,... 46- 'OTTO LUYKEN. ' LAUREL 4' 0. C_. I_ t t 1 1 '` t t 1 11 1 _ '5ZED'� 1 >BUN�ET' MA ,, '� � � 4;-�+B�Ri SPIREA O.GIT 11 1MoTH 611s ! L= A N I I A 1` fR(A L= IL I & T R TO PLAN Ap�OR SPACING FI INCLUDING BED ADJUSTMENT CON OUTER ROW PLANTS ACED 'X' ON CENTER AN MULCH) SET BACK ��' ) 3" REFER (� PLANN FOR SPECIFIC W FROM THE PLANTING BED EDGE 2/3 X � 2' O SHRUB -� L BERM Ac CROWN HTS. 2/3 "X" l� BEDS, FLUSH - - - - -- - - �� O LAWN AREA ---_ --- + EDGE OF PLANTING BED;I , !•�► .� SUB -BASE '�.- ' MATERIAL + + ASPHALT t + + + + PAVING 11 / NATIVE SOIL + \ — ; '-- TOPSOIL FILL - REFER TO +\ CONCRETE CURB OR SPECIFICATIONS FOR SOiL TYPE + ADJACENT PAVEMENT 2/3 "X' NOTE: GENERAL CONTRACTOR SHALL REMOVE TRIANGULAR SPACING WITHIN EXCESS ASPHALT PAVEMENT AND SUB- PLANTiNG f#D BASE MATERIAL DOWN TO NATIVE SOIL. SPECIFIED PLANT SPACNG= X' INDIVIDUAL PLANTS REPRESENTED AS: PLANT SPACING DETAIL -- NTS 711A\MA-+ P_r)1 QTY. BOTANICAL NAME GOMMON NAME-- SIZE 4 SPAC�NC3 3 TIGER PALMA*rum 'BLOODGOOD' 'BLOODGOOD' J. MAPLE 21%" GAL, B4B, 10-12' HT. 9 'RED 5JN5E7' 'RED SUNSET' RED 1"►,4PLE 21/2" CAL., 54B, 12-14' HT. 2 PYRUS CALLERYANA 'BRADFORD' 'BRADFORD' FLOWERING PEAR 11/2" CAL. B4B, 8-10' 14T. J 5-1 32 ERICA 'C.D. EASON' ILEX GRENATA 'ROTUNDA' G.D. EASON HEATHER DWARF= C" NE5E �4OLLY j 1 GAL.-CONT., IGONT., � 2i�2' O.G. 2 GAL. GONT., 6 31/2' O.C. 85 HEMEROCALL+5 'STELLA D'ORO' STELLA D'ORO' DAYLILY 1 GAL. CONT., 2' O.G. 25 PIERIS JAPONiGA I -ITN. FIRE' 'MOUNTAIN FIRE' PIERIS 5 GAL. CONT., 4' O.G. 46 PRUNU5 LAUROGERA605 'OTTO L'JYKEN' OTTO LU'1'KEN' LAUREL 12-15" I4T, M1N., 4' O.C. 104 5PRIRAEA JAPONICA '5kRO54NA' SN(BORI 5PIRE-4 12 GAL, CONT., g 3' O.C. 3 TWUJA OCCIDENTALL15 EMERALD GREEN EMERALD GREEN ARBORVITAE 3-4' NT, MdN e EC►F-iGAL`IONS 1, Chemically kill and remove from site of existing weeds and vegetation not shown to remain on plans. 2- Distribute imported sandy loom topsoil (approved by the Landscape Architect) in areas shown and at depths indicated for crowning and berming of landscape areas, and backfill of retaining walls (if required). Dotted lines indicate 1' contour intervals. Alt landscape beds and parking isionds shall receive topsoil, whether indicated on plans or not, so that finish grades of oil shrub beds shall be 2" below tops of adjacent curbs and pavement, and lawn areas shall be flush with tops of adjacent curbs and pavement. 3. Fine grade ail landscape beds prior to planting operations 4. No plant substitutions shall be permitted without prior opprovol of Landscape Architect/Owner. 5 All plant materials and plant locations Shelf be approved by the Landscape Architect prior to installation. All plants shall be thoroughly watered immediately after planting with Alaska Fish Fertilizer solution. 6. Soil amendment for soil preparation and planting bockfiil shall be a screened nitrofied wood residua compost equal to 'Nutro-Mulch" brand compost and as avoilable from Northwest Cascade, Puyallup, WA (208) 848-2371 7. Soil Preporotiion - (all landscape beds). Spread 9 c.y of specified soil amendment per 1000 s.f. (approx. 3" depth) of area. Spread 100 lbs./1000 s.f. of dolomite time (in lawns only), 150 lbs./1000 s.f of Agricultural Gypsum and 15 lbs./1000 s f. of 16-8-8 commercial fertilizer over soil amendment. Roto-tilt all of the above to a 6"-8" depth and grade smooth, compacting as required, and removing all rocks, clods and debris. 8. Lawn areas (seed or sod - refer to plans) shoft consist of the following turf types: 60% Turf -Type Perennial Rye Grass Varieties 20% Bluegrass 20% Hard Fescue Seed and sod shall be equal to that as grown by Country Green Turf Forms: Olympia, WA. Seed shall be applied of 7 Ibs./1000 s.f, and include 10 lbs./1000 s.f. of Nu -Life 15-5-10 fertilizer in lawn ofeas. 9. All trees in lawn areas shall be planted in a 3' diameter circle of bed mulch, 10 BackfN mix for oil plants shod{ be o blend of 1 /3 existing site sail, i /3 coorse sand and 1 /3 soil amendment specified in No. 6. Apply Osmocote 17-7-12, 12 month stow resecae fertilizer over the surface of all plant pits at the following rates: Trees Over 10' Height: 2 Cups Trees Under 10' Height. i Cup All Shrubs Except 1 Gallons: 1/2 Cup i Gallon Plants: 1/4 Cup Groundcovers: 1/4 Cup 11, Fertilizer tablets for all plants shall be Agriform (20-10-5) 21 gram or 10 gram tablets distributed as follows: Ail trees: 4-21 gram tablets, aN Shrubs (except'l gallons): 3-21 gram tablets, oil 1 gallons: 1-21 gram tablet, all 2 1/4" and 4" pot groundcovers: 1-10 gram tablet each. Set tablets directly next to root boll. 12. All shrub and groundcorer beds shall receive a 2' depth (6 c y, per 1000 e.f.) of "Nutro-Mulch" screened compost as a finish bed mulch. 13. Apply a granular pre --emergent herbicide to all shrub one groundcover beds after applying bed mulch. Do not use Cosoron or Norosoc Brands. 14. All work shall be performed to the satisfaction of the Landscape Architect/Owner 15. Ail plants shalt be guaranteed for one tuft year from date of project acceptance. Ail replaced plants shalt be re -guaranteed. All replacements shall be mode within 21 days of receiving written notice from i the Owner. Contractor shall not be responsible for plants dying due to Owner neglect or vandalism, after the maintenance period 16. Plant list quantities are shown for reference only. Contractor is responsible for verifying OR quantities in list with octuai plan call -outs, and installing plantings per the landscape pion. Groundcaver quantities shall be adjusted as required for rield conditions of the specified spacing, 17, Final inspection shall occur at the conclusion of a 60-day maintenance period. Maintenance period shalt commence upon completion of all landscape installation activities and shall include the foliowinq: A. Mow Lawns once per week. B. Remove all weeds over t' in height. C. Replace dead or unhealthy plants. 0 Insure proper function of -irrigation system. E. insure adequate moisture is delivered to all landscape beds, inch.ding non -irrigated areas. C Fertilize all towns at conclusion of maintenance period. 1 .! (2)- SVC WOOD TREE SAKES (MIN. 6' HT) CH,A NLOCK - TREE TiES 6 Y.1 AIN � 2" .MULCH IN BASIN 3"— �— 3' WATER RETENTION 43" I BASIN (IN SHRUB AND i GROUNDCOVER AREAS 3 'PLANTINGf ONLY) SHALL BE A ROOT- -- FERTILIZER TABLETS MINIMUM OF BALL OEPTf, ' @ACKFtLL SOLI MIX Tifi THE ROOT -BALL t2� DEPTH MIN REMOVE BURLAP FROM 12 TOP 2/3 OF ROOT BALL. MIN COMPACTED MOUND OF 8' RoplllAll 8 BACKFILL SOIL MIX yMOTN NOTE: REMOVE TREATED OR SYNTHETIC BURLAP LANTING PIT COMPLETELY, SHALL BE A MINI- MUM OF TWICE THE ROOTBALL MOTH. -REE PLANTiN6 AND STAKIW3 DETAIL NORTH 0 20' 40 60' SCALE: 1'=20'-O" STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHIf�CT PLpo NC cy'r_L'J'N1 ,le'hey B. Gtonder..tr aENTO Certificate No. 405 GA 6CF_17_0�/ C O V) C� C cv U LO 0 1 0 Y 3 m \ v rn Y 7) (D 27 •° U 1 I W [ ,:c g Olt 1 � V ■ i I i Coe r � U d >U 1�sheet d� of 2 F / 3 3 ► ! 3/� I l ALK OR CURB FINISH GRADE ��� 3 ► I �' j 3"ALA .o. w y RINKLEF BbDY I 1 ,4 0 SCH. 80 PVC 3 I; I+ I I 1-SCH. 40 & 2-MARLEX NIPPLE(USE SCH. ��� �STREET ELLS— 40 NIPPLES iF RAI- O--MAT 300 SERIES I . � I O POP -UPS ARE USE } I x I c i LATERAL LiNE FiTTI G R'4 i SPRIN#LR A55 ZCAJ � 'T5 I - NOTE; 3 f l SOI�N D L D f--1 ALL WIRES TO BE INSTALLED AS AL ----VALVE BOX COVER I CODES. NO "IN -LINE" ES ALLOWED. L D 1N �J TAPE AND BU ES EVERY 20 FEET. I FINISH GRADE AT LIP OF PRO A SION COILS AT EACH VALVE - 3 BOX IN TURF AND PAVED � � I APPING WIRE .AROUND 1/2" PIPE 15 TIMES, AREAS; 1" BELOW LIP fN ALL THREADED CONNECTIONS SHALL BE MADE ALL OTHER AREAS I WITH TEFLON TAPE. I 1" VALVE BOX; REFER TO IRRIGATION SHEET NOTES 1 �/4gill ! AND/OR SPECS ' ELECTRIC CONTROL VALVE � + I BRASS UNION / f 1 4 CHANGE PHASE CONTRCLLER �{ SCH. 80 PVC NIPPLE FR01`1 R1"1- TO Fc"1- i 1 ! U CLASS 200 PVC PIPE SCH. 40 PVC . & FITTING Cc TO SPRINKLERS 2 X 4 CEDAR BLOCK 0 o TAPE AND BUNDLE WIRES t LOW VOLTAGE WIRES 4 m J SCH. 80 PVC NIPPLE; i CU. FT, DRAIN GRAVEL I LENGTH AS REQUIRED BELOW VALVE I SCH, 40 PVC FITTING�- �" ! PRESSURE MAINLINE 4 SLEEVE 4" SLEE VE��� 00� t ��- _ -: L `CTR►. C CONTROL VALVE /TAfiiCPi2E55URE l T 12 1�/ If 1 /4----.— if ,► 11' {/ RiC�AT(ON �QU P1„1ENT Li&T PVC TEE --�� C S•, i�iBOL MF2 CATALOG NO. DESCRIPTION on crowing. 4. Contractor shall make field adjustments as needed to obtain full coverage. Landscape Architect reserves the right to make nozzle changes as needed at no additional cost. Adlust head positions and add or delete heads as needed depending on octucl field conditions. 5. All manual, gate and electrical valves and other underground equipment shill be housed in Nelson, Ametek or equal valve boxes. 6. No in -line wire splices allowed. Supply valve boxes at all electrical junctions. Tape and bundle wires every 25 lineor feet. 7. Contractor is responsible for complete system drainage. Install King Bros. 1/2" automatic drain valves at lateral line low point(s). Install manual drains at all mainline low points) and where indicated on plan. B. All threaded pipe connections snail be made using Teflon tape wrapped at least three times around pipe threads. All mainline threaded connections shall utilize pipe dope approved for the fitting type used. 9. All gate and electric valves shah be installed with brass unions on the downstream end of the valve (refer to details; PVC unions not acceptable). 10. Contractor shall provide owner with one set of as-buiit record drawings showing exact actual locations of all sprinkler equipment. Contractor sholl orient Owner with complete system and controller operations, and winterization procedures 11. Ail irrigation equipment installations, electrical and plumbing connections shall be mode in accordance with all state and local codes. 12. Contractor shall include in his bid one Fall winterization and one Spring octivotion of irrigation system. These activities shall be included as port of Owner orientation procedures. Any damage to the irrigation system or the'tandscope as a result of failure to comc:y with these requirements shall be the sole responsibility of the Contractor. 13, Contractor sholl guarantee in writing on his company letterhead all materoils and workmanship for a period of one full year following acceptance of system installation. 14. Bockflow preventor shall be inspected and tested by a certified backflow device inspector. Provide Owner with one copy of certificote. SHEET NOTES: 1, SEE PHASE ONE DRAWING SHEETS FOR ADDITION4L !NFORMATION, 2. 6" POP-UP SPRINKLERS ARE To BE LOCATED } IN SHRUB BEDS AND 4" POP-L.P &FR. ARE TC BE LOCATED IN LAWN BEDS. N�I Z Y RAINBIRD #63100� VALVE MARKERiNlSN vRAD� a F"—WILKINS2' PVC SLEEVE - #200-3/4" (OR EQ.) MAIN LINE REDUCING TEE- BRASS ANGLE VALVE WITH UNION. INSTALL AT ALL MAINLINE LOW POINTS TO FACILITATE COMPLETE MAINLINE DRAINAGE. CP o �o� a�o CP i � z 8a o a �r 0 o Q MIN. r"IAN'JAL DRAN VALV,.-. 456E1 ISL Tr NT5 v C) C 0 0 C rn tn 70 C7 p QJ � C:m x "I � rn Y 3 a, U+ n0 5�J I Z 0 l� Z 3/4" CLOSE NIPPLE- 3/4' X 3- PROTECTIVE PVC NIPPLE GRAVEL SUMP (2 CU. FT-) ♦ TORO 510Z - 6 P -12 - PC 6 " POP UP 5I4RUB SPR. W/ 180 °, g0' d ADJ. ARC SPRAYS _ d A, ® _ TORO 510Z-4f0-15-PC 4' i=OP i.11= LAiLN 5"R. W/ 18 ' a 90° SPRAYS E TORO 5 10Z-(oP-g-55T 6" POP UP 5^HRU5 SPR. LU/ SIDE STRIP SPRAYS In TOROT - 5i0Z-6P-4-55T 6" POP UP e+-IRUB a LAL1N SPR W/ S1DE STRIP SPRATS E TORO 5i0Z-6f='-4-E5T (o" POP UP 5H1FRUB d LAWN SPR W/ END STRIP SPRAYS p WILKINS t "200 3/4" ANGLE VALVE FOR MANUAL DRAIN 455EMPL"" W/KEY EX T EN510N 0 WEATi4ERMATIC 21024E-10 1" ELECTRIC REMOTE CONTROL VALVE W/FLOW CONTROL (j WEATIl4ERt A R"i-11 Ii- STATION ELECTRO-`1EGi-1 CONTROLLER -- — --- PRE55L:RE MAINLINE, SCH. 40 PVC FiPE, INSTALL m Z" DEPTH (244'UNDER PAVED AREAS; LATERZ4� L!NES, CLA55 200 PVC PIPE, INSTALL Q 12" DEPTH (24" UNDER PAVED AREAS) �— ----� CLA55 PVC PIPE SLEEVES, INSTALL 'W 24" DEPTH NOT SHOLLRN 014-AWG DIRECT BURIAL LOW VOLTAGE WIRE, REDeSIGNAL LL14TE=C011' 10N Y Cp A Pth� a; N 0R TH -� ,� I I 20' 40' 60' f l SCALE: 1'= 20'-0" RECFFIV�­[ c; tv �r I ►s', c HE d 1997 —�, i r'T. r v �\ STATE O WASHINGTO l'EVF L0PiVjENT pLAN iNG v17VSr R NTc�N �__ -` I o REGtSTE} EiJ �-"— I .er.� LANDSCAPE -ARCHITECT r ghee `� Jeffrey B. Glonder Cerr;rrcote No. 405 I 1 25. r 1;��a�P1 _ �---�- ==`=- �;ry 4.10T�.: ----CATCH CATCH BASIN 25.40 t4 .70Tf G RIM ELI `v=24,71 CON �- CRE (�i�_ GU T i tw R � IE 6 CONC SWELEV=21.9 � � AND CURB STEEL- SIDEWALK 1 � � r} RAILING' CAN RETAINING 'WALL ' AC ``� _ � r=� =`` "~_wnc �`�� 4,�J n n 4 24 40 24.30 13 0' .�� /� �� INSTALL CEMENT -� ���+ ._ 2 �$:. ', t 24 6 2 CONCRETE DRIVEWAY AG _ s �. :::': ; ..�,. 2r;' 1 ZL4 2 4 25.60 �� k• : r.:, .... t j .. ti 23.30 . 205 25.61 "_...� - :. :.:.:'4 , :" ::..:: :.. R2 �'. 23.9 26.0 , �, s� ..� :. ,�•:.,., ,� C' 7 kVIi-)E CONCRETr . ► � , _.. y=f; ..: � , �..'...... , ETAINING WALL_ ~ . , .:: , IDt<► ' k.�, 'fl ..::. �. , . '...�':: ,'.': ,. ::.. , , , . AS OF MAY 8, 199 • ? TA' :.. , f :�:,.., : .. ...,,.•.': ......:.....".'. 21,85 ,�,� r.. �? 0OT1'�' �', .�'.'..'. , , _. v -_ - _ .. 22.35 r: "" _... : " : ; �. ;. ; .... ; .... ...... , .... 2Z-20" ._ 1.85T ; C- 2g; :;�= .. ............ � , �� �� 6 .... , . . :.... :::.:. , " .: , .... t, 3 20,50 R A� 0 A/, ::.. :';2"11V{D� :RED' .......... �.";;: :LT°1w„ ... .. .. ....'�fl.Y .,•,,. �iW•' '.', '.•1'' ,:9^ LV.IJJ :.' RAdiT; ;STRIP - ...... : ;'!•: -.. {T f. ... .. ..... ......... . . , ............. . . ..,..... 2. ..4. " ::.�::... , 21. 20 FT WIDE TEMPORARY ........ : ..:...... �•-�• . Lna `:,2T CONSTRUCTION EASEMENT ; ,:23'... '`;° 1c:::: �.;: ! 22. c�, ., .`.. ' ......, �s h k�. hid�; :..: ::':: :: ;, . :...... ( .. � 1 i N G G : :.P 4.',I, ::A�, S :� :: �-:: ::�• : " : 2�,50::. i 6 4 6 r FIRE LANE MARK :•1.... :'� X , ,. ��; i-: -, �° 1 �1.SOTf'r:: �.. •TYP , WHITE PAINT a0 �y �: 1' ::Qk3MP;,F :� ,::.:.�•.,.: :,i0 : p': ....... SCALE: 1 = 20 0 12 HIGH LETTERS �..::. :>,�04 :�"" :'► :• '.1.::.. :::. �. 2 .9I ..... 1 ,�...': ,'. 7J� :. �9:g5..':::.'.': .�'•.'}:.. ........... ....., ..,.. 1.90T .1 3 :.:.' :..�:.:.....:..'.. ' .. ; , ; .... ,,;:. 1 : . 14IV, :... ;4;.. INSTALL CONC =�' •Q0 - :.. .......................... :. 4 f _ >, F GUTTER 2 4 I.80T, C T OA a eFi BASIN - F_ _ :.11,11.:. , . •.:.:.. , ,'. ' r ,•,'::. REMOVE ALL EX. 1 REES--1g77� �� %*�"""" 1 " ;"'- """" �" g `- REMOVE EX. TREES (n1 f AND EX. VEGETATION IE cOnc WEST - 1 7 �1­11�; ���� ' �"' , 20.25 TO PROPERTY LINES :::: ��.' r.... rt TYPE1 ° k::..,:. ch '� RIM=19.60 1 2 7 ,� �,.. 1e; 1 g , REMOVE EX. Co ..'..... ...'L :5 :, .� ' ti IE=17.40(8 DI S) 3 3 PLUB UNE _ �� ..... .:: •`';; � ..•.... ..:? ., . � ,.. ,. ���.__ L;:�1CH F�ASi'• y :'�:' a r 4 10.0' RIM ELEV=19-2r TO WES _ ,�, :. .. ,; .......: .'.::': 'E 5' HDP E ELEV=17. ALL CURB ELEVATIONS i:: ^� :4 . ,, ..',': , IE 1 '' METAL S ELFV � � , �� 8.0 :: ;..: ARE FLOW LINE P.. e •... *, ,:.; .,, .Y':::::: ::.:, ALL CURB DIMENSIONS L ISTING GARAGE, . ' :;i, BUILDING AND ARE TO FACE OF CURB .... PAVEMENT TO BEALLCUR_ -- " ......:�Y." ::: ► ::8b REMOVED ON -SITE 3 .......... 0' :i :...6;$ ($' :1M;�C� :," ;,: SITE ARE EXTRUDED _,- 5 FT WIDE TEMPORARY" .0 .:;::r: :. : :::... :: ::k:..: :: . 1. :•}.' ti....: �:': AND TO EDGE OF ASPHALT CURBS 2 4 ... ...... :: . EASE ENT :'' CONSTRUCTION �{ ::'1:. :: r' SW 12TH STREET 02 EXISTING GARAGE, :t:.. .: k:.... , BUILDING AN : �' . ,�. : I :� :. , . i �•,• • l. .•� r'r r rC ! ' PAVEMENT TO BE •.:{:..,.. .'. ... �' .,.. �.. `"�.'..... �..�:::• :�- ... ,. -� �,L. + .................... .. :I:..... �. -I ..... :�' .. r.. :.�'. k ... -SITE . �: , :a ... t:::': ' f sty`` REMOVED ON S:':..:1•: .....'�20.0 : t " :: AND TO EDGE OF ,':.::�'.... �' .', :...,a SW 12THJTREET. I ...,. 3 ... DIVERSION STRUCTURE z - : :X'..,.. �'. :..... v,�� :: " �, ....... :•a:' •:IZ45:0• .. .... RIM-18.10 •y, ,..... I. ..... .. ;ti_... , 1 2 : sa :: :... :t : et:t tisr�•�. :'S ::'::.:::::::::: } : �, :: 19.7 5 T - '-- �� _ €~P iE-16.15(8 DI E} �-.. :::::: � :• :.: •:::.... :C•:�� :. • : t; . , , . •.•:.•.•.•.: , :.: ,•:: .. '�; :.... .. , ::�• . �: ... .� . � -w � ..-•.. , 2 3 2 3 PAdIVT. 4: 24. r. .1 4 DI S .. W4, -1 5._- IE 6 IE=16.40(EI"DI SW) CB3 TYPEL WZSOLID LID i :rB :, ...... �: RIM=18.30 : t.,. 5..... ,, --` 2 3 2 3 IE=16.24 8"DI NW SW .: ,,;: ..:. y. 0 n i r� , , r r r� }s + ,�;'::.':.�JL q' r~� �►^✓ r .... arG 1�Tr4EL�G� �C CBJ2, T PC J�ZSOLID LI �- �•� > r-� RIM=18.35 ° �� ��� !�, 1__,6 3' / 3 DI NW) 0 18.95 :---'-t" <..7 IE=16.07(8 --•� �B 1 _ , 1 ` owo r w PLACE GRATE WITH SOLI ` GRATE ON SITE IE=16.07(12 MATCH E OF 3.Q , �•, _ MA EDGE REMOVE Ex. _-_ - r,;Y _- � �'" ..� �� �" :�'' `" .�---- M �• -- . � �17Y 0� RENTON BI�'V�H�V�C . 7��' _ V � EX. PAVEMENT 12" PIPE~�f Chiseled a pace of ret a4 � max, 7.5' _ walk n line with east face of •• �_�" ,`�? 12LF 4 0DI®0.40% Atomic Batteriesbuilding. SW 1� ti S '"�` Y-r- "�f COALESCING PLATE OILZWATER SEPARATOR��` '' BEARING MERIDIAN FROM 5LF-4 0D100.40% IE=16.09(4"DI S) C.,ATi� BASIN_ w _, �_�- ESM RECORD OF SURVEY 9409069003 - g - -- � e5� `''-�•jjt° 5LF-12 SDI®0.40% iE=16.10(4"DI N) N 01 15'05" E WEST LINE LOT 47 Rim E l . 17.96 ' CBJ1, TYPE1, Wf SOLID LID CAPACITY Y AT 0.33 GPM/SF=75 GPM • -. �B„ HOP �.7 " t- ~� CONNECT TO EX. STORM _ USE PIPE INC. MODEL 577-SA CONNECT TO W. CB RIM=18.40 3 2 OR APPROVED EQUAL IE= 15.7 (18 ADS E) ,;^ s--'�.-�- IE8"DI N - ( ) 2 13 1\2 3/ IE=16.05 (12"HDP E,W) _L� /// WARNER ENGINEERING 5122 Olympic Dr. NW Suite B204 Gig Harbor, WA 98335 Office (253) 858-8577 Fax (253) 858-8579 SIGNAL 21 �a EXPIRES 05124 No. LEGEND EXISTING PROPOSED UTILITY POLE --..de- POLE ANCHOR AND GUY STREET LAMP STANDARD -----� NATURAL GAS PER LOCATOR MARKS - - - UNDERGROUND TELEPHONE ASPHALT C 5 2 4 GATE VALVE N '__'RE HYDRAi"vT Y --+,- WATER LINE yy r} {A/ATER AgETcR BOY rr r u ry L r �r i fa REDUCER 10. POST INDICATOR VALVE 0 FDC fik CATCH BASIN ■ STORM DRAIN MANHOLE AREA DRAIN • CONCRETE GUTTER L -- . STORM LINE SD )r r_ LIPvE SS SEWER MANHOLE vLEANOI T co - FENCE POST • DECIDUOUS TREE DRIP RADIUS SPOT ELEVATION 20.00 - = CONTOUR ELEVATIONS ARE CITY OF RENTON DATUM FROM CITY BENCH MARK NO. 707, CHISELED SQUARE AT FACE OF CONCRETE WALK IN LINE WITH EAST FACE OF ATOMIC BATTERIES BUILDING, S4SW 12TH STREET. ELEVATION 21.60' •,`,!SFr; MAY 317 1997 U� CITy ^crVi"r OF R f -ro/V IG CITY OF RENTON DEPARTMENT OF PUBLIC WOM SOUND MAZDA-SUZUKI-HYUNDAI DISPLAY AREA SITE GRADING, PAVING AND STORM DRAINAGE PLAN DESIGNED:C.E.L. DATE: 02/20/97 Fur", E:SITEPLAN DRAWN: C . E. L . CHECKED: G.E.W. sue: l "= 20' - 0" Fl� Dom- PAGE: ��R. DATE APPROVED.SHEET: 9 OF- R I CITY OF RENTON STANDARD PLAN B020 STORM WATER DRAINAGE NOTES GATE TO BE LOCKED DOWN WITH (2) A A C 62 p C 1. PRE- OOS RUCTI N CONSTRUCTION RUTION OR DEVELOPMENT ACTIVITY OCCURS, A 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL 5/8" STAINLESS STEEL SOCKET t- N -� O -1 MEETINGJ MUSTBE HELD WITH THE CITY OF RENTON DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER o DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. INSIDE AND OUTSIDE. HEAD CAP SCREWS.CO PAD 1 -1 /2"x 3/4"x 1 /6" I I C � `° I � 20 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE THICK (8 REQUIRED) I I �O EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT, AND THE AMERICAN OF ANY CHANNEL BANK. \ B - 1 �'� i-- 1-1 /2" _ _ _ PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF A A C - C 1 " OPENING 1-3/4' r --1-3/4" RENTON. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW _1 t D p 2' 1-1 /4' - 1' 10-1 /2" 1-3/4" PAVEMENT LEVEL. o�: N I , 2'-0" 24" 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO 2' 1-1 /4 , I _; CO I 20" R=2'2' - 2 0-1 /4 THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC 2'-2" ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY 2' 5-1/4" _ GRATE (DUCTILE IRON) APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. CITY OF RENTON. NORMAL TO BAR 3/4" -I r- 1-3/4" 1 -3/4" - �- ----1-3/4" -- 1-5 8" FRAME 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE _J I / 1 /8' --� 1 -1 /2" WHENEVER CONSTRUCTION IS IN PROGRESS. REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 -- 1' 10-1/2" - B 1-3/4" �� NORMAL TO BAR 1/2"-- 1-3�4" FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8'140%-70% _--- 2'-0" - 24" PAD 1-1/2 x 3/4 x 1/8 --1-5/8' 5. DATUM SHALL BE USGS UNLESS OTHERWISE APPROVED BY CITY OF PASSING; 2"-4" ROCK/307'-40% PASSING; AND 0-2" ROCK/10% 20q' 2' 0-1/4" - THICK (8 REQUIRED) 1-3/4" RENTON. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PASSING. -- 2'-2" -1 GRATE (DUCTILE IRON) 2-1/2"-- -- C-C PLANS. 2' 5-1/4" - B-B 3/4"� _ 3/4" 1/8„y1_CL115/8" 15. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS �1IZZA 1-5/8 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON FRAME NORMAL TO BAR 3/4'; 4' 3-1/2 PRIOR TO CLEARING AND BUILDING CONSTRUCTION, 1 -3 AND THEY MUST BE COMPLETION. / I l� 4-1/2.,J i 1/8"--t#_ SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND 3/4' �/8" THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY 1/a"--I-- 1-1/2" �Ll-5/8" A -A OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL NORMAL TO BAR 1/2" 1�3, 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER I--1-5 8' 1 -3/4" NON -LOCKING (OLYMPIC FOUNDRY #SM60 OR EQUAL) OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE 3/4" 2-112" 1 _ C-C DIVISION. SYSTEM PROVIDED DURING CONSTRUCTION. -I 3/4" 1 /8„y 1 51 /4" �F 1-5/8 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE 3-1/2' MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND 1/8..y SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY 4-1/ rl�13/4" /8„ �� �� ��� DEVELOPMENT SERVICES DIVISION. OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE IL1 -5/8" PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN ALL TYPE II CATCH BASINS REGUIRE 9. ALL PIPE APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW A -A LOCKING TYPE FRAME & GRATE. FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE TRANSPORTATION DIVISION. ALL SECTIONS OF THE WSDOT STANDARD LOCKING (OLYMPIC FOUNDRY #60 D/T OR EQUAL) CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM 18. NOT USED ri-NwATCH BASIN FRAME AND GRATE GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON 2 3 N.T.S. A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE INSTALLED PER APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 957 FOR PAVEMENT AND STRUCTURAL FILL AND 907. OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER PVC PIPE. 0o WSDOT STANDARD PLAN B- 1 WSDOT STANDARD PLAN B-2 o� v FRAME AND GRATE (SEE RENTON STANDARD PLAN B020 1/4 1 8 W/LOCKING BOLTS PER KING COUNTY 8 PADS STANDARD PLANS 41 AND 42) B 1-1/8"x2"x1/8" THICK r- - 1-1/2" oy NOTES 1/8 S 3/4" HOL� 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH C 2 1 /2" A „ ASTM C478 (AASHTO M 1990) & ASTM C890 UNLESS OTHERWISE 1-#3 BAR HOOP SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE 20" DETAIL D 6" RISER SECTION FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES - PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY /\ 1 2" I IIA 1-1/2" 5' DIA. 3 ., TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE / 1 „ � ' N 2D PLACED IN THE 'KNOCKOUTS. C 3/4 0 NQL " 3-1/2 ' - „ l- I I R=2' 2-1/4 I 3/4 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. Q / Sh 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 12" KNOCKOUTS MAY BE ON ALL 4 SIDES, EITHER ROUND OR "D" SHAPE. opa 4• 2-#3 BAR HOOP y. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. + ' KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER 1 " �Z-11/ B 1/4" I 1- 1 2 -,� 3�" HOLE 12" RISER SECTION DIAMETER PLUS CATCH BASIN WALL THICKNESS, 20" MAX. 1 1/1 " �1 �718„ SEE DETAIL D 1/2"0 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT 1-7/8 I�=3' 3-1 8" �6 22y Is 5 -o . SECTION B-B DETAIL OF HANDLE RIVITED 24 6. THE TAPER ON SIDES OF THE PRECAST BASE SECTION AND RISER SECTION C-C SECTION SHALL NOT EXCEED 1 /2"/FT.bc 0� PLAN -I 7. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST NOTES #3 BAR EACH CORNER-- INTO RISER. 1. WHEN SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS THE 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH SOLID METAL COVER FOR CATCH BASIN SHALL BE FURNISHED IN PLACE STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED OF THE GRATE PROVIDED FOR ON WSDOT STANDARD PLAN B-2A. NO 44" TO ASSURE NON -ROCKING FIT. 3" ADDITIONAL COMPENSATION SHALL BE MADE FOR REPLACING THE GRATE WITH SOLID COVER. #3 BAR EACH SIDE 010 PRECAST BASE SECTION --I I--� -1/2" 2. RAISED DESIGNS OTHER THAN THE DIAMOND DESIGN SHOWN HEREON (MEASURMENT AT THE TOP ' MAY BE USED IF APPROVED BY THE ENGINEER. 4-314 r OF THE BASE) - SECTION A -A SOLID METAL_ #3 BAR EACH WAY 2 CATC H BASIN TYPE 1 3 COVER FOR CATCH BASIN AJA� 199 2 3 N.T.S. 2 3 N.T.S. `'FVIC40P ? CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WARNER ENGINEERING ��oF SOUND MAZDA-SUZUKI-HYUNDAI DISPLAY AREA z STORM DRAINAGE DETAILS AND NOTES 5122 Olympic Dr. NW Office (253) 858-8577 0 DESIGNM: C.E.L. DATE: 05/20/97 FlLE NAme STMDETI DRAWN: C. E. L. Suite B204 Fax (253) 858-8579 SrONAL �� CHECKED: G.E.W. scams N.T.S. RELD WOO, PAGE Gig Harbor, WA 98335 EXPIRES 05 24 PR / fo No. REMSION BY AP. DATE SHEET: 3 OF: 6 CITY OF RENTON STANDARD PLAN H032 14 � �" I SIDEWALK STANDARD V HI LE WHEEL PATH DRIVEWAY OR ALLEY CITY OF RENTON STANDARD PLAN F006 I � -� , '� ON JOINTS LANE MARKING MIN MIN <MIN 1 cRFsloE EXPANSION SEE NOTE 2 SCORE LINE o MMF if 10, /S 10 2" SAWCUT AND REMOVE / /EAL WITH//�� S• Ml �y/N N TO I 6 MIN - oQ OR GRIND, SAR4 OOW / / // /� / ACP CLASS - 3/8 EXPANSION To so 3 2 MqX m v 1' MIN. 1' MIN. E OR B JOINTS + tilgX q� 1 • M Q 2" CLASS "B" SEE N OTE 2 �� D ETAI L A 6" CRUSHED SURFACING TOP COURSE SEE NOTE 1 / �- SIDEWALK �I 6" RESIDENTIAL APPROACH WITH CRUSHED ROCK, FLOWABLE FILL 10 18' 10" COMMERCIAL OR MONOLITHIC CURB OR AS REQUIRED BY ENGINEER � I EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, / / INDUSTRIAL SEE NOTE 5 ' CURB AND GUTTER *MINIMUM ACP CLASS 'E' SHALL BE I-- MIN I OR CENTER OF LANE LINE A 4" SHOWN HOWEVER, SEE DETAIL "A" **PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS 2.S I OTHER CURBS MAY & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' OR 'B' ALTERNATE 1 10" BE USED SEE SECTION A -A RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' OR 'B' WHEN THERE IS A PLANTING STRIP EXPANSION JOINT STANDARD PLANS) **NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR NOTE: DETERMINING PAVEMENT THICKNESS. 3/8" EXPANSION 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS LANE WIDTH OVERLAY JOINTS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS SEE NOTE 2 DRIVEWAY OR ALLEY AND SHALL EXTEND 2-1/4" DEEP. (FOR FLEXIBLE PAVEMENT ONLY) 2. 1 /2 THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT 6 s' CZS/o (BEHIND CURB) OF APPROACH. 7> CITY OF RENTON STANDARD PLAN H032A INO�S R/gRCq<.lq �0' A 4. ALL3. ENT JOINTS SHALL SHALL BE CLASS BE CLEANED AND EDGODAIR ENTRAINED M/N /� %0 5. APPROACH SHALL NOT BE PO URED INTEGRAL WITH CURB AND BUTTER, 1' 1' 2.5' 1' 1' 1" M/N TO 50,3 ?C Mq� BUT MAY BE POURED INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"). MIN MIN MIN MIN MIN _ 6.5' MIN. - 3/8" EXPANSION MqX qk 6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. 1' 1' 2.5' 1' 1' JOINTS -- SEE NOTE 1 S,\ FACE OF CURB OR SEE NOTE 2 EDGE OF PAVEMENT (MIN MIN MIN MIN MIN �?� �- SIDEWALK — 2" CLASS "B" *ACP CLASS 'E' OR 'B' A ,,—CENTER LINE OR ALTERNATE 2 10" 2 s t 4' .. LANE LINE 2" CLASS 'B' - 6 CRUSHED SURFACING TOP COURSE WHEN SIDEWALK IS NEXT TO CURB *2 TO 6 CRUSHED ROCK, CLASS 'E' OR 'B' PLOWABLE FILL OR CEMENT CONCRETE EN REQUIRED BY 2 DRIVEWAY OR ALLEY APPROACH FACE OF CURB OR ENGINEER EDGE OF PAVEMENT 2 4 N.T.S. �- 6.5' MIN. �I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ('T'N ASPHALT PAVEMENT PATCHING CITY OF RENTON STANDARD PLAN F001 2 4 N.T.S. 6-1/ _1/_I 2" MIN. ASPHALT 1 "R CONC. CLASS B % COMMERCIAL WSDOT STANDARD PLAN F-213 CEMENT CONCRETE 5-1/2" 1/ 2n R III— (I II I ELF11 I f I: I I III 1/2"R ° 4: STOP OF CURB AT APPROACH I a 1 /2" -•- — 6" MIN. CRUSHED SURFACING a G a - �' o TOP COURSE 6' FILL TO TOP OF CURB AS NECESSARY TO PROVIDE SURFACE ° d * TOP OF CURB ® DRIVEWAYS RAINAGE NATIVE INORGANIC GRAVEL SOIL SUBGRADE Q a a PROOF ROLLED TO VERIFY 95% 1 " AMD5 COMPACTION � TO A MAX. X.DRYDEPTH DENSITY OF PER 10„ _I ����' � CONCRETE DRAINAGE STRUCTURE IN �' 10'-C" LONG SECTIONS BETWEEN JOINTS 6 INCHES. 5" ` \ FOR GRASSY OR PARKING AREA. NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED 6 MIN JOINT FILLER FULL THICKNESS NOTE. DEPTHS OF MATERIALS INDICATED HEREON ,, g" ARE COMPACTED MINIMUM. OF CONCRETE SPACING. 2, FORM AND SUBGRADE " " INSPECTION REQUIRED BEFORE I 6" MIN. � 24 TO 48 WIDE �I POURING CONCRETE. 4k ('3-" EXTRUDED ASPHALT CURB CONCRETE GUTTER 5 TYPICAL PAVEMENT SECTION 6 CEMENT CONCRETE CURB AND GUTTER ;�'`° 11997 2 4 2 4 2 4 �~`'��v N.T.S. N.T.S2 4 N.T.S. lvTo�"i CITY OF RENTON DEPARTbmw OF PUBLIC WO PM W A R N E R ENGINEERING SOUND MAZDA-SUZUKI-HYUNDAI DISPLAY AREA PAVING DETAILS 5122 Olympic Dr. NW Office (253) 858-8577 DESIGNED: C.E.L. DAm- 05/20/97 FILE ►MF- STMDET2 Suite B204 Fax (253) 858-8579 SIGN DRAWIt C.E.L. N.T.S. Gig Harbor, WA 98335 Z1 CHECKED: G . E. W . FIELD BOOK: PAGE: EXPIRES 05 24 NO. REVISION BY APPR. DATE APPROVED. SHEET: 4 OF: 6 �5 / ECF- g -7--o-r CITY OF RENTON STANDARD PLAN B069 EROSION CONTROL NOTES PROTECT INLETS DURING CONSTRUCTION. KEEP SEDIMENT OUT OF THE STORM DRAINAGE SYSTEM. USE HALF -CIRCLE BEHIND CURB INLETS DURING STREET CONSTRUC I ION. MUDIF Y f RO I LC I ION AS CONSTRUCTION PROGRESSES. CIRCULAR SHAPE IS NOT ESSENTIAL -VARY SHAPE TO FIT DRAINAGE AREA AND TERRAIN. OBSERVE TO CHECK TRAP EFFENCIENCY AND MODIFY AS NECESSARY TO INSURE SATISFACTORY TRAPPING OF SEDIMENT. CAN BE ADAPTED TO THRU-CURB INLET. FII TFR FABRIC FRAME & GRATF ,\ MAX. SLOPE 1 :1 10, MINIMUM -� DIMENSION _ F- MINIMUM DEPTH-1 MAXIIVIIIVI DEPTH-2' A/0<0/ CLEAN OUT WHEN SEDIMENT IS 6" nrl n1lrr11 /1n ATr DL L\Ur\HI L I I ► �` `- LEAVE OUT BLOCK TEMPORARILY. INSERT TILE Wi T H WIRE SCREEN AND GRAVEL FILTER. KEEP nnnl nr1AdArrnrrl rvvL UL1rr\1 U\LU. CATCH BASIN/INLET SEDIMENTATION TRAP -TYPE__ C N.T.S. 1= EXISTING GROUND l r _ n /1A1 \I 12" EXISTING GROUND \ I EXCEPT MAY BEOREDUCED TO 50' MIN. I _� \ FOR SITES WITH LESS THAN 1 ACRE nr rV"' 'I Or LArVJLU JVL. I 15' MIN. FXICTIN(_ nRIVFWAY RAMP OR SITE ACCESS ROAD R = 25' MIN •� rw r1v r,w r1 ri �1 rsl rr1 r.v r. r1 .^-ACING rl r1u.w1 I USE 4" T V O QUARRY 1 SPALLS -OR CRUSHED ROCK FOR JURFHI,IIVh AS JI"1VYrIV. MATERIAL WITH "FINES" IS NOT ACCEPTABLE. 2. THE 100' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAY. TFMPoRARY rnwN TRI_JCTIQN FNTRANrF N.T.S. t z -O" 2'- 6 FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE SIAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE F FABRIC OR EQUIV. f BURY BOTTOM OF FABRIC ..� MAILKIAL IN 8.. BY 11' _ IRENCH 6 MAX —I u FILItR rHt3Rll, MAIERIHL � b L By L BY 14 GA, 1NIKL FABRIC OF EQUIV. -� �I I 2' 0" PRnvInE 3/4" - 1.5 -- ---- WAM1 WASHED GRAVEL BACKFILL IN TRFN('H ANn nN RnTH SInFS OF FILTER FENCE FABRIC ON 8" MIN. THE SURFACE. it 2" BY 4' 'WOOD POST ALT: STEEL FENCE POSTS. BRUSH BARRIER PURPOSE TO RETAIN SEDIMENT FROM VERY SMALL DISTURBED A017-AC` nV r nAIC'T01 IrTInAI nr A Tr►AnnMAOV OAOolro r\1\L/"\J UI \..V IVJI I\V\..IIVI4 VI P1 ILIVII VI\/11\I MADE FROM RESIDUE MATERIALS AVAILABLE FROM ('I FARING AND GRURRIN(, THE SITF. CONDITIONS WHERE PRACTICE APPLIES 1 BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION, WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE FOR CONSTRUCTION OF SUCH A BARRIER. N r)TE nnEc 1\InT KEPI ACE THE NIEEr) 17"(1R A CEIIIAAENIT 0TRAP OR POND. ' 12" DESIGN CRITERIA/SPECIFICATIONS 0 SEE FIGURE 5.4.4G FOR DETAIL, 0 MINIMUM HEIGHT = 3 FEET, + MAXIMUM HEIGHT = 5 FEET, 0 MINIMUM WIDTH = 5 FEET AT ITS BASE, MAX!W IIAA winTt 1 - 1 5 FEET 0 A FILTER FENCE ANCHORED OVER THE BRUSH BERM MAY BE REQUIRED BY BALD TO ENHANCE THE FILTRATION ABILITY OF THE BARRIER. K'2_*�VILTER FABRIC FENCE �56 N.T.S. - - ------ ��� WARNER ENGINEERING jl,+ ra 5122 Olympic Dr. NW Suite B204 Gig Harbor, Vv�\ 98335 Office (253) 858-8577 Fax (253) 858-8579 vJIONAL X'' EXPIRES OS 24� No. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-('nSTPI1r TIn1\1 A/IEETIN(: Ah ]CT RF_ I-IEI n WITH TI-IF ('ITY nF REIVTnN DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. z AI I DE-nl IIOCn CCnIAMCNITATInN1 ICCOnCInAl r1nNITDn1 F-AI`11 1TICC AMI ICT ✓, /'1LL 1 \L\.fVll \LV JLVIIVILIV 1/'1I IVIV/ LI \IJ .JIVIV I, LJI V I I \VL I /'1l.I LI I IL.J Ivll/J 1 BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL (�I II H TIA, F- TWAT ('I FARIN(: ANnI np CnnISTRI I('TInN Ic� (1nAAPl ETEn ANIn POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, IVIAINI LIVAIVI,L, REPLACEIVIEIV 1 AIVU AUU IIUIVJ 1 U ERUSIOIV SLU11VLI\JIAA 1101V CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE, 4_ TH .F_ EROSION AND SFDIMFNTATION CONTROL SYSTEMS DFPICTFI7 ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET A1\I7I1-IOATE-n CITE- 1-nnlnlTlnnlC AC t-`nN1CTO1 I/-TInnI �Ont-0U_CCE-C ANIn /'11VIIL,11 /-%1LLJ -.)III-I.,VIVV111VIVJ. /"1-1 I_VIvJ11\V1.,11V1v 1 1\VVI\LJJLJ /-%IVV UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF (-nmCTRII(1T1r)N1IT SNdI 1 RE THE nRl1(ATInN dmn RF'CPnt\ISIRII ITY nf- THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED \, I I I! A — T 1 1 T l r !� A I A —A n 1 1 1—­ l 1 r' 1l A A r\ C3T ri1J Al, IlVII1tJ AIVU I U rMUV1Ut /-IUUII1U1VAL rMUILIl T, UVtM 1AINU 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 n1\11 v IT nnCC nln'`n T /NICTITI ITC ANIn Al 11"]On\/A1 nC CTnoAJ nnAIA1A1-C_ U1VLI. 11 L/LJL-.) IVlll UVIVJ111LJIL /11VL/ /-11 I I\VVY1L l/1 J1U1\Iv1 V1\1_111V%1VL DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PRn IE('T nICTIIRREn cnll ARL-gc r.REgTER TI aAN r; nnn cnl 1ARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, r� 1 1-1 r ,-. � 1 r � r- r1 , ,'1 1 � � r� 1-1 1• � ,-\ 1--1 r, 1 r T 1 � ��, r �. w � Jr7ALL Cat I.,UVtr<tU Er MULUr1, JUUUINU, UM r'LAJ i ll, UUVLM114U. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTIC'IPATFI) FOR A PFR101) OF .30 PAYS OR MORF, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH A.II Il nLJlnll' --)ACC nl AAITIAlt- no nTLJCO AOC7On\/E-n CCOn ClnNI /`/)A1Toni IV1L./L1i1111VV, VI\PISS I L..!'11V111VV VI\ 1J11IL1\ P1I I I\IJVLL/ LI\VJIVIV LL/11411\llL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS_ SLLUING ALUNL WILL &L ACULHIABLL ONLY DURING THE MUN/H_1) U1- APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE Al IGM,-_NITEn WITH AA1 11 ({-IIfV( nrETTlnir nR nTP,--P TR�7_dTAAE1\/T APP!?nl/En Rv THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. NOT USED 9 NnT USEn CONSTRUCTION SEQUENCE 1. CALL FOR PRE -CONSTRUCTION CONFERENCE MEETING 48 HOURS PRIOR Tn TLJE- CTAOT nC CITC IAinDV \_/ 1 1 IL J 1/11\ I VI .JI 1 L 2. FLAG ALL WORK LIMITS. 3. INSTALL TEMPORARY EROSION CONTROL MEASURES. 4. CLEAN AND STRIP SITE AS NOTED. 5. INSTALL UTILITIES IN DESIRED SEQUENCE AND PROVIDE CATCH BASIN SEDIMENT BARRIERS AS CATCH BASINS ARE INSTALLED. 6. MAKE STORM SYSTEM OPERATIONAL. 7. FILL IN SEDIMENT TRAP. 8. COMPLETE ALL CONCRETE WORK AND PAVING. Q 1 dC\IflCrdPF dl I REAAAINII\IG n1CTIIRRF-n ARFaC /'1 CLEAN I""' A • 1"1 FLUSH /"` 1 I A T /1 1 r1 A — 11 1"` A A 1 /` T /1 P"1 A l 11 A I d" iU. I,LtAN AND FLUSH AL ( A11,rl C7AJIIVJ AIVU JIUKM Ur(AINAUL rlrtJ AFTER THE SITE IS STABLE ENOUGH TO PREVENT EROSION. 1 1 _ RFMOVF Al - I_ REMAINING TEMPORARY EROSION CONTROL_ ITEMS AFTER�1���,� ALL DANGER OF EROSION AND SEDIMENTATION PASSES, AND APPROVAL B n 1 I I INIC'nE-nTn0 ;?, LI. I. 1114J/ LL,1V1\. oFVFCGc, f9a97 rlTl'OF1 'V/IVG REVISION B'f I APPR I DATE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SOUND MALUA-SUZUKi-H Y UNDAI nICDI AV ADFA L/ 11_J 1 L_/l 1 EROSION AND SEDIMENTATION CONTROL DETAILS AND NOTES DESIGNED: C.E.L. DATE: 05/20/97 FILE NAME: EROSDET DRAWN C.E.L. CHECKED: G.E.W. [SCALE N . T . S . FIELD BOOK: PAGE: APPROVED: SHEET: 6 OF: 6 a OWCTM OI PUBLIC pow S