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HomeMy WebLinkAboutLUA00-018 - Large Format, ·~ ' I- I- I- I- I u ~ c.n c.n C d I ;: ~ i STORMWA TEA DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELO PMENT AC TIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SER VIC ES DIVISION, PLAN REVIEW PROJECT MANAGER. _,_ 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TH E LATEST EDITION OF THE "STANDARD -------1----SPE e-rne-A-T-IONS POR ROAD;-BRIDGE-liND -MUN!CTPA C-CONSTROC H ON"-pREPARED BY-w:-s:-D:-o. T. 0.... 0.... 0.... u u 0 z ro ~~ ~ u u ., 0 " ~ z 5 0 '· 0 ,::: E-< >, z E-< ~ -u ~ ~j < ~ u cc n u ~ g "' .. -<' ~ ~~ c · s C ~a z ::, < C C. " " ¥ ;:..; 5 C. -[)._ ll) D V, "" ~ 0 ~ .s! ..[) :, o._ ' CJ) C 32 :, m ' en C ·c C 0 o._ I I I ~~ j e; ~1 ;; ~ 2' ::J ,-o ~ 0 _L : z 0 I- 0 z :E 00 <( ~ z ~ w a: w ';;: 0 z 0 (/) ~ Cl:'. 0 z AND THE AMER I CAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WH I CH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CON STRUCTION IS IN PROGRESS. 5. DATUM SHAL L BE U.S. G. S UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CL EARING AND BUILDING CONSTRUCT I ON, AND THEY MUST BE SATISFACTORILY MAI NTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE ERO SION HAS PASSED . 7. ALL RETENTION/DETENTION FACILITIES MUS T BE INSTALLED AND I N OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN C !TY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVISES DI VISION. 9. ALL PIPE AND APPURTENANCES SHA LL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7-02 . 3(1) OF THE CURRENT STATE OF WAS HING TON STANDARD SPECIFICA TION FOR ROAD AND BR I DGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR TH E TOP OF THE FOUNDATION ~ATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 10. 11 12. 13. 14. 15. 16. 17. 18. SD THAT THE EN TIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UN I FORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMU~ 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PI PE. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. STRUC TURES SHALL NO T BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PI PE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0. 10 FEET BELOW PAVEMENT LEVEL. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLI C RIGHT-OF-WAY WILL NO T BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. ROCK FOR EROSION PRO TECTION OF ROADSIDE DITCHES. WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT ANO MUST MEET THE FOLLOWING SPECIF I CATIONS: 4 INC HES TO 8 INCHE S/40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCH ES ROCK/3D PERCENT TO 40 PERCEN T PASSING; ANO -2 INCHES ROCK/10 PERCENT TO 20 PERCENT PAS SING . ALL BU I LDING DOWNSPOUTS AND FOOTING DRAINS SHA LL BE CONN EC TED TO THE STORM DRAINAGE SYSTEM UN LESS APPROVED BY THE DEVELOPMEN T SERVI CES DIVISION. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUIL T DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. ISSUANCE OF THE BUILDING OR CONST RUC T ION PERMIT BY THE CITY oc RENTON DOES NOT RELI EVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR L;ABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENT ON DOES NOT ACCEPT ANY OBLIGAHON FOR THE PROPER FUNCTIONING AND MAINT ENAIIC E OF THE SYSTEM PROVIDED DURING CONS TRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVID I NG ADEQUATE SAFEGUARD, SAF ET Y DEVICES, PROTECTIVE EQUIPMENT , FLAGGERS, AND ANY OTHER NEED ED ACTION S TO PROTECT THE LIFT , HfALTH, ANO SAFETY OF THE PUBLIC, ANO TO PROTECT PROP ERTY f N CONNECTION WI TH THE PERFORMANCE OF WORK COV ERED BY THE CONTRA CT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY I NTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPOR TATI ON DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-D7. 23 , TRAFFIC CONTRO L, SHALL APPLY. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCA T IO N I S WI THIN THE AQUIFER PROTECTION AREA . VERTICAL DATUM -BASIS OF ELEVATIONS CITY OF RENTON -BENCHMARK #2106 NAVO 1988 PROJECT BENCHMARK TOP MONUMENT IN CASE @ INTERSECTION SW GRADY WAY & OAKSDALE AVE. SW SITE BENCHMARK SURVEY CONTROL POINT #5 SET LARGE MAG. NAIL IN ASPHALT CITY UNIV. PARKING LOT ELEV. • 20.62 FEET (6.286 METERS) ELEV. • 20.19 FEET HORIZONTAL DATUM -BASIS OF BEARINGS CITY OF RENTON NAO 83/91 CONTROL MONUMENT # 1 881 & #1854 CONTRACTOR SHALL BE FULLY RESPONS IBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUM ENTATION THAT MAY BE AFFECTED BY CONSTR UCTION ACTIVITY, PURS UANT TO WAC 332-120. APPLICATIONS MUS T BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUM ENTS MAY BE OBTAINED FROM TH E WASHINGTON STAT E DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEP HONE AT (206) 902 -1190. WASHINGTON STATE DEPART MENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFF ICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASH INGTON 98504-7060 UPON COMPLETI ON OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST ANO AT THE DIRECT ION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1"=20' 0 10 20 40 SEE SHEET 3 FOR TYPICAL PAVEMENT SECTION ,}'"n '"). II " ,, " " " " " " " " ,, ' ,, " " " ., ,, " " " " ' Cummins -Nort hwes-t ,-1-n-c. SAWC UT, MATCH AND JOIN EXISTING PAVEMENT MATCH EX. 21.76 I ~i CONTRACTOR SHALL PROTECT EXISTING RETA INING WALL EXTRUDED CURB (TYP .) RENTON SITE VICINITY MAP w ~ 0 z ::J 0 rY STATE ROU TE 167 ~ NO SCALE 0 C ...; U) U) C(I.) ·-~ E.c Et :,o oz u ':' 1 <2,. f ;, . ..i --~"'1!"1' ' 7. EXISTING BUJLD ING -~, l,,\ r -~. CONTRACTOR SHALL HYDROSEED ALL UNPAVED AREAS " ., " " ,, ,, ' " " " ' '··.._,~ ,}'').-~-, ' " " " " " " m:: ,, ::'i1 ',>:: ,-; :1 '~:: (_)" :::1, P-::: ;::: i.u 1, ,, . " 0:: " ' r_/, ?tA:.::1·:; -_::n , J. \ DETENT ION POND :: \ (S EE SHT . 3 FOR DETAILS) " \ ,,,,-,~ I'. ,, ~ ,•+: ~,? It ,• .~----- " " A,-+.: .. ·,: 21.50 AGE~ BOTIOM DEAD STOR BOTIOM LI VE STORA GE- MAX. W.S UTILITY CONFLICT NOTE: CAUTION: THE CON TRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCAT ION, DIMENSION, AN D DEPTH OF AL L EXISTING UTILI TIES WHETHER SHOWN ON TH ESE PLANS OR NOT BY POTHO LI NG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHAL L INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILI TIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY '•·'ft ~ ,. POND VOLUME SUMMARY= ELEVATION 14.50 15.00 16.00 17.00 18.0D 19 .00 INCREMENTAL TOTAL AREA (SF) AREA (CF) AREA (CF) 28.47 a 0 63.07 22 .89 22.89 169.02 116.05 138.93 321.57 245.30 384.22 558.29 439.93 824.16 1155.57 856 .93 16B1 .09 POND VOLUME PR OVIDED = 824.16 CF POND VOLUME PROVIDED = 556 CF VER IFY WHETH ER OR NOT CONFLIC TS EX IST. LOCATIONS OF SAID UTILITIES NS SHOWN ON THESE CALL BEFORE YOU DIG PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SU BJECT TO VAR IATION . : IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAU SEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PR IOR TO PROCEEDING WITH 1-800-424-5555 CONSTRUCT ION. ;, . . ' ' . : ' '.J ' .... _ ~ • CONTROL STUCTURE CBf1, 1YPE 2-54" W/SOLID LOCKING LID RIM=19.00 IE=14.94 (12") (SEE DETAIL SHEET 3) ~, J'. ,I .i' r , ~·' z 0 00 z z <( <( _J ~ a.. z w w 0 b 0 I- <( 0 __J z z 0 <( :E z a: (f) -o <( ~ 3: a: 0 <( z z 0.... <( 0 ~o I-Zz z w (J) 0 a: 6 <( ~ a: ::."2: 0 => 0 w _J f- f- 1/1 .w :r: c,u I-"' > ::::, z"' 0 zW (f) :'5 (fl o_ -' w <( ::::, X o >- ii zZ z :'5 ~ w N ~ z LU~OO -dl8 C'"J N N -o 0 N co C) "' CD N ,.... z- 0 -> Ol '° (X) rY z z I I Ww N w ,.... <( ~ ~ z -3:: LC) LC) -(.'.) <.:) z L1l N N Z- ~ 1-~LOLO we:; N ZNN -' > -[>'. co w -st--st-> :::, ~ ~ ....__,,,......___,, u 1/1 s:.'.:J CITY O F...----R ENTON D EPARTMENT ~t:J BLIC WORKS DESIGNED CMT ______ _ ~--J-------------+--+---+------f-D_R_A-WN-~_'.'.'Q__M~ __ T'."" __ =:_=_=-jf-'D:C.A.:cTE=--=--=-=--=-=-=--=-=-=·~-+F-IL_E_NO_.~-~=-=-~-=-~·-=---=-~- CHECK ED _Q_h,l_:'i_ __ _ SCALE FIELD BOOK __ PA GE NO RE VIS ION BY APPR. DATE APPROVED 3 Fi l e P \SDSl<P RO,J\7 396 \E t~G I N EE RII\J G\7 39 6-GI DW C [:a t e /Ti m e: 01 /2 1 /?0 0 0 0912 S c al e: 1=2 0 c 111·is :<t e f s : Z 7 ,)-o;: _T 7 ·,3 oic-B ·1 I JV ,L I '-'-' ' SHEE T _____ J ___ OF b z m 0 J w u m , I- I- I- I- I (J1 (/) I Cl.. Cl.. Cl.. u " ,, 0 ., c, '' C u l L ~ C s C ' w ~ ' w ' 0 "' '.i· " ~z Oo >--E-< E-<z -i::z::l u~ I "' 0 .-•.. ~J >• r,;, " " g ~ e ~ 7 ~ ff. i •ii . ;,: < :i w -0.. " 0 UJ .'<' L 0 3 .s! ..0 ::, CL '-CJ> C " ::, m '-O> C C C 0 a: t ! ' I I 0 d ,. . z ~ w a: 8 i; " o= 0:: n. [L <( w ~ 0 >-m z 0 Cf) Ci 0:: EROSION CONTROL NOTES 1. BEFORE Al'{'( CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PRO JECT MANAGER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PR ESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. J. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILIT IES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LANO 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 COND ITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEM ENTATION, MAINTENANCE, REPLACEMEN T AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITIEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITIEE SHALL ANTICIPATE THAT MORE EROSION AND SED IMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSUR E COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCT ION, IT SHALL BE THE OBUGATION AND RESPONSIBILITY OF THE PERMITIEE TO ADDRESS ANY NEW COND ITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDIT IONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES ANO WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM . 5. APPROVAL OF TH IS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. -~~~- f~-=~=~ ==-::; . :=-i 1"=20' Cummins Northwest, Inc. ' " ., I: ,. !; ,, !I ':J ;: Lese ,, ,, ,. 50' TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL SH T. 3) ,. / f LUWN/)ii f.". W. ~.W.i FH<,f II ]!j_ ", CB F:IM.a,t:J 6 8 lf "f;'; C,.'i:--fi-=-i-Y-TEf TO BE PROTECTED THROUGHOUT CONSTRUCTION (SEE DETAIL SH T. J) 7. IN ANY AREA WHICH HAS BEEN STR IPPED 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, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN LIMITS OF CLIEARING (TYP.) ,, " ,, REMOVE EXIST ING FENCE TO BEGINNING OF RETAINING WALL QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROC EED, HOWEVER, WHENEVER IT IS IN THE INTER EST OF THE PERMITIEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PER IOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHER E THE DEAD STORAGE DEPTH EXCEEDS 5 INCHES, A FENCE, A MIN IMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCT ION ENTRANCE, 24' X 50' X 8" OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. CONSTRUCTION SEQUENCE= (1) PRE-CONSTRUCTION MEETING W/CITY OF RENTON. (2) FLAG OR FENCE CLEAR ING LIMITS. (J) INSTALL CATCH BASIN PROTECT ION. ( 4) GRADE AND INSTALL CONSTRUCTION ENTRANC E. (5) INSTALL PERIMETER PROTEC TION (SILT FENCE, BRUSH BARRIER, ETC .) (6) CONSTRUCT DETENTION POND (7) GRADE AND STABILIZE PARK ING AREA. (8) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR iWO DAYS (9) DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. (10) STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVE N DAYS. (11) SEED OR SOD Am AREAS TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS. UPON COMPLETION OF THE PROJECT, ALL DISTU RBED AREA S MU ST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. (;~ kif/;c:'!9 ./0 -., \ \ \ '\':, t,j' _.,_ F·'.G\--l/ ----· -····· -····· t ____ ....... ~ ... .-,,,. SILT FENCE (TYP .) •~ __ .1·L . _ _,__ - " " ,. ,. Ii ' ., /: ' ' ' " ([) I, ((!i X .:~): ";: ' ,. " " ' ·!, : :, ,. ; ' I ,, /o' ... ·· .. ···· .·•· JC~., 2:." ,:J<:=1~i .4 f.s __ ,' (E/PU SLD H ~E) / / ·· .. '•, . 0"'.-·· ., •' ,( .. f'.J .... EX. LUMINAIRE TO REMA IN IN ·ruT),IRE PAVEMENT . /· -···-"'°' :' ;{i:\ <:,../ \ ' ,. . . . F·O WE R ·.'.1-:cn , v ,,p TO 'REMAIN 1 ., ............................. ·········· ,. ····· . ....... .. ---------'·' 4 0.\.;,• -·· i -...... . ;n--t.«+< :-.::D J:::.~ .. ,, TO , R!CMAW -·······+'-· SILT FENCE (TYP.) LIMITS OF CLEARING (TYP .) EXlSTlNG ElFIL DI NG TO REMAIN . ,' \!I'' i TO REMAIN (j z z zo 0 I- -<( Cf) I-z z <( w a..~ >< -wO I-w 0 Cf) z _J 0 <( 0~ ...J CL Zz _J ~o 0 a: -a: <( Cl) I-0... 0 z 3:: a: 0 w z 0 Cl) >-a: z <( ~ a: ~ 0 :::> CL 0 ~ w I-w ...J I- I- :r: f-:::, 0 CJ) w :::, X i':. z WN ~n N N 0 N CO (lJ N r--0 z a, CD CO I I N <( --..... S: LD LD N N L[) .. ....--... .,,.-.... -f-LO LD NZNN CX) w w,:;f-..._i-,-~ '-----" '---" EXPI RES 6-30 -0 0 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS L.._'' r l () C .,.., f/) f/) C Q.> ·-3; E..c Et'. ::J 0 oz u z 8 0 z I Cf) <( ~ z 0 I-z w a: (/] • w 0U ~> z 0:: zW :':'i (/] n. __J <t 0 ,-z z :5 ~ z ·O c:, 0:: z--> 0:: z Ww w ~ 0-0z z-wi';:j ...J > -0:: ;:>: :::, u (/] ' ·"-ej z ] i;-~ .... ,_., m -'-' ,"I 0 DESIGNED C MT e--~....J-~~~~~~~~~~~~.J..-~-.J.~~.J..-~~~~-J--'~~~~-~-~-~·==-=-'--j DATE ...... ~ 1,. ........ "t..J FILE NO. --· _ .. ___ .. _ -:l DRAWN CM T CHECKED SCALE w SH EET .. J __ OF __ ~-. . 0 m c:i ,Z FIELD BOOK _____ PAGE NO REVI S ION BY A PPR DATE APPROVED ~~--------------------------------·-(, R[0[19 Cf" r LJ A !.I C \\O RI< S F il e· P·\SnSK PRCl ,J\T i 96\11 ··1 Cl l ~EERl l·H~\7 .396 -E I D WC Do te/Ti me: 02/03 /20 0 0 09:0 1 Sc ale,· 1=2 0 c hr·is Xr e fs · Z 7 .7i=i f,-T.Z 7 39R -8 1.Z 7 396 -S , l I f- t- f- t- I (/) (/) I CL CL CL 6 0 0 z ;i: 0-: ~ .:_; < ', "' ~ ~ ~ < 0 '" ' " u i./l ~ s ,', ,:...i " ~ ,. ~ ~ µ., 0 >,.. E-t -u ~,~ .... m o , ., ~ .. ·, i; ;J a ~ -Q_ QJ 0 z <fl .0£ 0 '-0 E-t :;: z -~ .0 ~ ::, Q_ ~ "' o> C -c, ·s m "' o> s 'JI C C 0 Q_ " 0 er: Q_ o._ <( z Q C/) c5 er: Lj " ~~ u 0 E i z I SO ME TR I C C = = C ,_ ~ I/ t', "' '= b <= NO T E: 2 , J l f1ic; rf Por-is b c t '"i ?r~ 1s for uc;p o u tc;iciP rnoc.J wo y s en p ip es 36' d1 u . ond ::irH.1..!l.i::'r ·. S12 t:> Fi b:)U ("i::' "1.3 .4H f ur debr-is knrTier s un pip es pr-o_iectin Q f r o r-, Jr i v e wo.y 0 1- 1~00.ci wu..y s iJes l opc s -6.1.l steel _ ports nust k:,e -;:io.lvo ni z e d onci ospfN t T: coote d cr r eatMont l or better) C.J--'l P-s r,r0ot h in te rior pipe requires bo l t s t o se c u ,·e cJ e b r-is bcr r 1e r t o fi i[,P ' I, -1 l-4 MAX "~,~ -,; '· DIA SIDE \/IE\ . ./ ~ ., S ,",iJ]TH BA R SPJT WELD CARS 10 AT LE AST 2 CORR.:::u 1; r IllN S rn-METt1L P I P~ OY F') BUI_ [ ! U lY[P S.MOD-H ]f\JT[~l l"lR PTP E . l:..t,Jll Vl E'~: I DAf E REV ISION 4 R 2 COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT " COMPACTED DEPTH CR USHED- OCK BASE CO URSE - .. --- c/-'P o uu C--' 0 c C,o -·D ~ L ')-----m:: D 0 ;jj'"'Oo ~, n () 00 -a P "' o 1...., -n 080 0 oi oo O 0 ,000000 0 (l (' ,_.,o n ": c, Or) . c:=_'.) = . = = . DEBRIS BARRIER ADOPTED CITY OF R2NTON Slondard pli;ms LST DATE; 12/15(01 DWG. NAl~E: BR1 0 SP PAGE: B04 7 ~= U.tJ6;;;,-)'- 06q. ,. 0 0 °10 u::i oo d.Joc =- C o = ;-_::,1 __ 6" DEAD STORAGE FRAME/GA TE FOR CONTROLLED POND OVERFLOW. PROVIDE VERTICAL BARS IN FRAME @ 4" 0,C (OTHER FLOW SYSTEMS ACCEPTABLE IF APPDVEO •--' = = 12" SU BG RADE COMPACTED TO 95% TYPICAL PAVING SECTION (ALTERNATIVE: J" ATS W/2" CLASS 'B' A.C, PAVEM ENT) 4' BOTTOM WIDTH TYPICAL BIOSWALE SECTION NOT TD SCALE BERM EMBANKMENT DEBRIS BARR IER SEE FIG. 4-3-4G EX IS TING GROUND 100 YEAR W .S. Ll 1 2 1--,---+-"KEY'' EXCAVATED INTO NAT11/E GROUND SECTION A-A NO SCALE _L CIRCUMFERENTIAL LENGTH OF OPENING SIZED FOR DESIGN FLOW @ 6" DEPTH 1 OVERFLOW W.S. y / C PONO DESIGN W.S . 7 / BY BALD )SEE AL SO SYSTEM SHOWN IN FIG. 4.4 .4 E __ / SECTION a-a NO SCALE ~ r (AS REO~(~R (_)EPTH) 6" MIN. l _,_ I _ \ -~ \,,.. _ 10 f.----'L ---\-\ -I \ 1.v' ~~-JTime-i;-~~;;;~~I ~1 'iii"'iF~+=rn\l..p~~~~\rf,@ffi~, ~,-Jy' 1 -::..::.11 1:-WE=::-11 l'1_cc,-.,rli=1IJ~Y 'Tj~fE~ --;_~TIT --ffi~ITk::~1;; · · · •1 1:_-:c r :, 1,,,-\ ~::..:11 1=1 ,:--,,,-~ 'i---\ 0 2" ASPHALT \-.:,_ (FOR SPILLWAY ON ACCESS RDS.) fii]~ . REVIS IO N NO T TO SC ALE l' 1.11N . FREEBOARD (SEE FIG. 4.4.4A) r EMERGENC Y OVERFLOW WAT ER SURFACE ---L--j==~,-~~~ ,t=---~ J O.., ~/C" .:,C ~OJ' j (· 'i:-''' _ _s_____E~£~~~~~-w.s. fl: TABLE,. 9" MIN. THIC KNESS ROCK 4.3.6A PRO lECT!ON PER TABLE 4.3 ,6A EMERGENCY OVERFLOW SPILLWAY PA RKING LOT NOT SCALE SECTION 8-8 NO SCALE ADOPTED POOD INLET PIPE 6" DEAD STORAGE CITY OF" RENTON Stondord plans LST DATE: U"l E I 5' LEVEL BERM , 11--- ·111=n1:::1 1::::1 DWG. NAME: DWG#BR1 2 SP PAGE: PAGE#BD39 File P:\SD Sl(PROJ\7396\EclGl ,~EERI NG\7396-DI DWG Dote/l ime: 02/03/2000 08 :30 Scale: 1 = l chr is Xr ei s · 2739 6--81, STAPLES OR WIRE RINGS (1YP) ~ FILTER FABRIC MATERIAL , \\ MIRAFI l 00 X OR EQUAL \ 2''x( DOUG. FIR OR EQUAL \ AT 4 O.C. \ 1 1 " " " " " I I " " '' " " " " " " " " " I 11 t I I 11 l I 11 11 11 IL 11 11 -1 Vi Ii I I I 1---1 I 1-,1 1 1_--w-· 1 1--11 lml I _-11 1--v 1r Ji,:,~~1~_1111Jm ~~ 1i11J111U1m0Um 111 rr1 ~ 1-·1 1 1°-1 1 1----·t I 1-'--1 1 1-1 1 1 ~; 11--1 o ;-111-1 1 --1 ELEVATION 2"x4" DOUG FIR OR EQUAL FILTER FABRIC MATER IAL 2"x2"x 14 GA. W.W.F . 3/4"-1 1/2" WASHED ROCK OR PEA GRAVEL. 6"x6" TRENCH ----- 2" EXCESS OVERLAP 2"x2"x14 GA. WELDED WIRE FABRIC OR EQUAL "° I N i>oo"'"'11 ~ u ~ 0 o c:" Uo I I ~ ----L ' : 1.111 :.........1 1 1-~I I ,,1 111 --1 11 : --1 1 1--1 11-' 1 '-i I II r:j 11 ==1 ! 1==1 'ij-111 == 11-, I !--V ~111--fT I _, il'-'ITI C' ,Tl/~~-·-1tRENC H NOTES: I. PLACE 1' OF 3/4"-1 1/2" WASHED ROCK OR PEA GRAVEL ON BO fH SIDES OF FENCE TO CREATE A BEVEL SHAPE, 2. FABRIC SHALL COVER BOITOM OF 6"x6" TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" MINIMUM AS SHOWN IN 1YPICAL CROSS-SECTION. FIL TEA FABRIC SILT FENCE DETAIL NOT TO SCALE PLAN VIEW CB#1, CONTROL STRUCTURE SCALE: 1 "=2' NOTES: 1. PIP E SIZES & SLOPES, SEE PLAN. 2. METAL PAR TS : A. CORROSION RESISTANT DR GAL - VANIZED OR ALUM INIZED 1YP E II, 8, IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATlaENT L 3 . FRAME & LADDER OR STEPS OFFSET SO: A, CLEANOUT GAT E IS VISIBLE FROM TOP . FRAME AND LADDER OR STEPS OFFSET (SEE PLAN VIEW) RIM=1 B.45 4" MIN. 8. CLIMBDOWN SPACE IS CLEAR OF RISER CLEANOUT GATE, OVERFLOW ELEV= 16.70 . .. C, FRAME IS CLEAR OF CURB. 6" 12" MIN RISER 6" MAX. REMOVABLE WAT ER -TI GHT COUPLING OF FLANGE PLATE WELDED TO ELBOW WITH OR IFICE AS SPEC IFIED 4 1/2" CLUR ---~~ IE=14.94 (12") ORIFICE #1. ELEV;l 2.94 DIAMETER= 1 7 /8" CB#1, TYPE 2-54" "' w (/) °' . N 6" MIN. ACCESS MANHOLE LADDER STEPS O· I ,; N ::, 0 . I ,; . :,; ~, ., -------- ROUND SOLID COVER MARKED "DRA IN" WITH LOCKING BOLTS. STANDA RD GALVANIZED LADDER OR STEPS SHEAR GATE 12" SD IE=14.94 (12") ORIFICE #2 ELEV=14.32 DIAMETER=1 15/16" CONTROL STRUCTURE (PER C .0.8. DETAIL 8028) MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON-WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAi. DEGREDATIDN AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): GRAB TENSILE STRENGTI-1: PUNCTURE STRENGTH: MULLEN BURST: TRAPEZIODAL TEAR: WATER FLOW RATE: PREMEABILITY: DIMENSIONS: SKIRT: SOCK FILTER/SEPARATOR: 80 US STANDARD SIEVE (0.180 MM) 200 LBS 130 LBS 400 PSI 85 LBS 110 GPM/FT2 0.38 CM/SECOND 24"x36" 10" D x 24" L DISPOSAL REQUIREMENTS: CONSULT FEDERAL, STATE. AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS INSERT SHALL BE DIRTRAP, ULTRA DRAINGAURD OR APPROVED EQUAL. SED IME NT COLLECTION EROSION CONTROL, CATCH BASIN INSERT NOT TO SCALE CONSTRUCTION ENTRANCE NOTES 1. IT SHALL BE TH E CONTRAC TORS RESPDNSIBL11Y FOR MAINTAINI NG & CLEAN ING THE APP RO ACH ON A REGULAR BA SIS. 2. IF DIRECTE BY THE COUN1Y ADDITIONAL QUIARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCAl ED AT THE PERMANE NT APPROACH LO CAT ION, / ./ ,//,' R= 25' MIN, 8" 4" -6" QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE / z 0 I- <( () 0 _J w _J I- I- CJ) _J ~ w 0 0 a: <( 0 z <( b) z 0 r z w a: LL 0 ~ 0 I I-:::, 0 U) w :::, X i'.;: z w N ~ n N N 0 N ro ro N r---0 en (D 00 z I I N r---<'.( ~ ~ :'= I.[) I.[) I.[) N N . ..--.. ..--.. ~ I-I.[) I.[) N ZNN 00 w "" "" ~ :Y'. .__, .__, 0 C ..., Cf) Cf) C (l) ·-3: E..c Et'. ::J 0 uz u z 0 d z I CJ) <( ;,; z f2 z w a: V) • w (.'.)U :z~ --z 0:: zW :5 V) 0... <i! D >-zZ 5~ z -0 (.'.) er: Z--> er: z ww w z --(.'.) '-"z z- w i::i ~~ > :::, UUJ CITY OF RENTON _, DEPARTMENT OF PUBLIC \tY.P RKS • L;~ • l======================e=========I J F R r--""' ,,_ "' "'-L.. -~ -..__., .. ..__J SC~.LE: 1 "=2' DESIGNED C MT ,----·- 1----1----------------f----+----+-------rD:.R::.:A:::W=.N=-_-'-C-"_M_"°T::_=_= _=-~'.::'.DA::_T::;E;_=====~--+f:_:l:::LE:.N::O:::·_~-=-=--==-=·=-=-=--c....l CHECKED Qt,1_S ___ _ SCALE RELD BOOK_~_ _ PAG'E. NO. REVISION BY APPR . DATE APPROVED SHEET 3 Of _{3 __ ·o z ((l 0 J w ~ m AS PHA LT LANDSCAP E TRANS ITION 41 _<:)11 EXTRUDED CUR6 TYPICAL ----f--./tl~- w D. < u "' 0 z ::i ,- 10 (I:) 01 -e-=--- ljl <l) =1 ...J q I- I I I I I I / I CONTROL S TRUCTURE ----~fcl-:/1-,:_ -::::::: RIF RAF L /NED SPILLWAY OvERFLOW SPILLWAY ----~~J .1ii., , T 'J'. s. w. GRADY ENT RY EXI T ~;~;~==""~,.~-:=::!~~·'==' ~=~I ~~)~ ,:AT:t I I I I I I I ~ I EQUIPMENT ST AGI NG I I I 9 I I I I I I I I I I I I I I I I I TRUCK PARKING 6 t I I I I I I I I I I I I I I I I I I I l I I 1' I I I I I I + ! I I I I I I I I I I I I // ,( / I I I / I / I / / / ;;!:' / / </.'t-/ / rt // I ~ / ,./ JP / / ~ / / / \to / 1" ,./ / / 1" / ,.,. ';( / I / / / / / / ,,." ;f ---------1 ,.1 I :EQUIPMENT ST Ac.INC.: TRUCK/RV PARKING S RVICE RTS . TRUCK PARK ING NEW ECTIVE f 60LLA OR LIGl-l LOADING E RAMF DOCK ENTRY ' 18 1 l · 4 I l I / DOWN 2'-S" I EXISTING ASPHA L: NEW ASPHALT NEW EMPLOYEE CA PARKING (4 1 STALLS> 6 6 ---•<l,\-I-H <l+--- X 01 ljl X 01 ljl 1 1 J __ ,_ I ~ ,,... g --·- I : I g; _J I "' z I "' ~ I x - <l) 0 ...J -------;'. -1---'-~ ~ w I ---(I)",·- 18'-0' ' -'-. r - ~ ~ I 241-0· -. . (:) F 1 RKI (:, S' UST M E • WAREHOUSE· • ' ' I ' I I ··~----~-• • • PLANTER LA NDSCAPING PARKING LOT EXF.ANSION SITE FL.AN SCALE, I' = 212l'-O' • • I EMPLOYEE CAR PARKING 16 4 -- 4 FIELD SERVICE PARKING 7 ,----------------1 I I I I EQUIPMENT STAGING I I I I L ________________ ~ I I I I I ' ( ( ~ 5 . . I 4 '-' F ELD SERV ICE PARKING • ...., I! ii 1: ii ii • Ii : SERVICE : : tL ffi r 'I! ii • 'i ii i ' i II 11 I! Ii ,1 i, ,, !; :; I; , SERVI E ~"!__.... A-------.FART • ENTR D G NER TOR I SHOP ,, I I 8 • 0 or11 ... 16 l2 ~ q fL ()!_ q l) w w >-0 ...J fL r: w ,:, E 1 1 GAT E b ------ 7 s • ~ .. ff !O ' -01 ,1 01 2 • (11 . (11 -E -!O • NOTES U SITE FLAN INFORMAT ION WAS PROVIDED BY CNA, ARCl-l l TECTSIENGINEERS, INC. DOCUMENT DATED S/S/88. FOR A MORE ACCURATE DESCRIP T ION OF SITE REFER TO LATEST CIVIL SURvEY 4 LEGAL DESCRIPTION. FACILITY SUMMARY SITE ACREAGE 13 UILDING 454 ACRESCIS1,162 S.F.> MAIN FLOOR OFFICES WAREl-lOUSE Sl-lOF AREA SERVICE AREA REST ROOMS MAIN FLOOR SUB-TOTAL 2,4SI SQ. FT. 13 ,803 SQ. FT. 8,01:l SQ. FT. 14,211 SQ. FT. ISi SQ. FT . <FOOTPRINT) 38,140 SQ. FT.<0.8S ACRES) % OF SITE COVERAGE IS.SS% 2ND FLOOR OFFICES 6,426 SQ. FT. REST ROOMS 661 SQ_ FT . 2ND FL OOR sue-TOTAL BU ILD ING TOTAL 1 ,081 SQ. FT_ 4S,821 SQ. FT. GROUNDS LANDSCAPE ACREAGE % OF S ITE COvERAGE WILDLIFE AREA % OF SITE COvERAGE EXIST ING ASFl-lAL T NEW ASFl-lAL T EQUIPMENT ST AGING % OF S ITE COVERAGE NEW PARKING AREA LANDSCAP ING % OF NEW PARKING AREA 0.SS ACRES (23,S~S S.F.J 12.13% 0.11 ACRES < 4 ,63S S.F.J 2.34% 2.10 ACRES (111,012 S.F.J 0.32 ACRES (13,SIS S.F .J 0.28 ACRES (12,240 S.F.J 0 .IS% 0.32 ACRES (13,SIS S.F .J 0.12 ACRES (S,232 S.F.! 21.00% FAlsK,ING REQU IREMENTS ' 1 .. -..r • CAR PARKING OFFICE WAREl-lOUSE Sl-lOF AREA SERVICE AREA UNCOvERED STORAGE ACTUAL 3S STALLS 43 STALLS 11 STALLS 31 STALLS 1 STALLS REQUIRED 21-40 ST ALLS S S T ALLS 8 STALLS 36 ST ALLS 0 STALLS .. , .. s. w. 12Tll ST ...... - F A lsKING AREAS ' ' ' EMPL OYEE CAR FA~G , EXISTING .,_, ./ REGULA~~ '-'~ NEW REGUL AR TOTAL F ;fr CUSTOMER CAR PARKING TRUCK PARKING 1 TRA ILER PARKING g BUS / RV PARKING ' TRUCK / RV PARKING FIELD SERVICE FA~ING 1-lANDICAF :! :i z ;;: 41 STAL L S 4 1 STALL S 82 STALLS 10 STALLS 13 S TALLS S STAL LS 1 STAL LS 16 STALLS S STALLS 4 STALLS ,.,,.:;,,·_.,:~:;;!fr WAY ·'o";,,ro,, LEGEND @) 4" DIA. DEC IDUOUS TREE TP © TELEFl-lONE FOL E Ci) 0 " DIA. DECIDUOUS T REE PP ® FOWER POLE (fl 12 " DIA. DECIDUOUS TREE LP ® L IGl-lT POLE ® 24" DIA. DECIDUOUS TREE rcr-~ ' WILDLIFE AREA 36 " D I A. DECIDUOUS TREE • SD STORM DRAIN 6" DIA. EVERGREEN TREE w . 13TH ST. ......... --····"' .. · s. GRAFl-llC SCALE 10' 0 10' 20' 312l ' 40' Si:?l' ~II I I I I' = 20'-0' "' • (.) C -+,I r.n r.n C Q) ·-~ E ..c: Et:: ::::, 0 oz •• NO, DATE ITEM 0 8/13/99 ISSUED 1 B/23/99 ISSUED 2 9/22/99 REVISION ~ __j 0... w t--o) ~ o) ~ 0... X w t-a __j ~ -~ <{ 0... •• 3 01/19/00 PARl(ING REVISION 4 01/26/00 PARKING REVISION 5 2/08/00 ISSUED DR ;\lf-TER : CDS . ,..._, CHEC ifl}J:>1.~.6,Uf , R 2,'tJ '£:c121v!::o DATE: 8/13/SS SHEET NO: COPYRIGHT 1998 PINNACLE CONSULTING GROUP , INC. 3816 12 ALL RIGH TS RESERVED . REPRODUCTION IN \\HOLE OR _. -i • IN PART IS STR IClLY PROHIBITED. · '---------"' ~.· .. • ::},ft. -OD -0 I <{. .. s. w. GRADY EXTRUDED CURB TYP ICAL -----?.J U LAWN-HYPROSEEP PERIMETER OF NEW PARKINC:i AREA ( I I I I EQUIPMENT ST Ae:.INC:i I I I i I [ ___________ _) • :'' ' I I I ? ! I i I I I I I ! I I I I I I I I I I I I i I f c-I I ~· I I § i I , L __________ j 9 r ---1.,~¢------£ ?; -' ti -r----- ASPHALT NEW PROTECT IVE BOLLARDS FOR LIC:iHT POL E---_ EXISTING ASPH ALT NEW ASPHA LT NDSCA PE 10 N EW EMPLOYEE CAR PARK INC:i I I ' ' I I (41 STALLS! 6 6 TRUCK PARKINC:i ,---------1 :EQU IPMENT STAC:ilN~ ! 1 \_ _________ _) 6 RAMP DOWN LOAD INC:i DOCK 1 1 ASPHA Ll . SCALE, I' = 21Zl '-1Zl' ENTRY EXIT ++ GATE EMPLOYEE CAR PARKINC:i TRUCK/RV PARKINC:i TRUCK FARKINC:i ,:m o r·····- • • • 7 1 ----------------, I I EQU IPMENT ST Ae:.INC:i I I I I I I I I 1L----------------~ F ---:::g::::'.! --T 0 i" b(I K : SERVICE : i = D 1 J • I SHOP ~TI.~-;~--~· '=L-,.1..J~-· _--~-· ,_.\a-#d> WAREHOUSE· \ \ .. • 0 • 1 6 4 4 F IELD SERVICE PARKINC:i I s 4 F ELP SERV ICE PARKINC:i w 3 .i,,.SERVI E '\ll"PART ; ENTR 0 C;, NE TOR 8 6 II' UJ I: 0 I') i-z <l) -a if .. <:[ UJ 1L Ul II' >---<:[ 0 l) _J IL I: UJ 16 GATE <O :::, Ill 7 ~ if <:[ 1L QI <:[ l) UJ UJ >---0 _J 1L I: UJ 1 1 [ ------" i ;::::; i --. i c:::.l ----~ NORTH E 5 -<O • Is: NOTES U 51TE PLAN INFORMATION WAS PROVIDED BY CNA, ARCHITECT5/ENGINEER5, INC. DOCUMENT PATED S/9/88. FOR A MORE ACCURATE DESCRIPTION OF SITE REFER TO LATEST CIVIL SURVEY 4 LEGAL DESCRIPTION. FACILITY SUMMARY S ITE ACREAGE BUILDING 4.B4 ACRE5(1S1,1b2 S.F.! MAIN FLOOR OFFICES WAREHOUSE SHOP AREA SERVICE AREA RE5T ROOMS MAIN FLOOR SUB-TOTAL (FOOTPRINT! % OF 51TE COVERAGE 2,451 SQ. FT. 13 ,81Zl3 SQ. FT. 8,01S SQ. FT. 14 ,211 SQ. FT. ISi SQ. FT. 38,140 SQ. FT.<0.8':l ACRES) IS.S':l% 2ND FLOOR OFFICE5 REST ROOMS b ,42 b 5Q. FT. bbl SQ. FT. 2ND FL OOR SUB-TOT AL !3UILP ING TOTAL 1,081 SQ. FT. 4B,821 SQ. FT . LANDSCAPE ACREAC:iE % OF SITE COVERAC:iE WILDLIFE AREA % OF 51TE COVERAGE EXISTINC:i ASPHALT NEW ASP+-IAL T EQUIPMENT STAC:i lNC:i % OF SITE COVERAGE NEW PARKINC:i AREA LANDSCAPING % OF NEW PARKIN(:; AREA 0.SS ACRES (23,':lS!':> S.F.J 12.13% 0.1 1 ACRES ( 4,03!':> S.F.! 2.34% 2.10 ACRES (111,012 S.F.! 0.32 ACRES (13,SIB S.F.! 0.28 ACRES (12,240 5F) 0.IS% rD .32 ACRE$ (13 ,':ll!':> S.F.) 0.12 ACRES /!':>,232 S.F .! 21.00% PARKINC:i REQUIREMENTS ,·,----.. , =;,cs ··-· J ' i CAR PARKINC:i OFFICE WAREHOUSE SHOP AREA 5ERVICE AREA UNCOVERED STORAC:iE ACTUAL 3S STALLS 43 STALL5 11 STALLS 31 STALL5 1 STALLS REQUIRED 21-40 ST ALLS 9 STALLS B STALLS 3b STALLS 0 STALLS s. w. 12'1'1:l S'1' ..... . PARKIN4 AREAS ;f EMPLOYEE CAR PA~NG EXISTINC:i .. , REC:iULAR~ NEW REC:iULAR TOTAL 1 ' ~~~6~M~:~~ FAf:ING TRAILER FARKINC:i fl • 13US / RV PARK INC:i TRUCK/ RV PARKINp, FIELD 5ERVICE PARKINC:i HANDICAP LEGEND (fl 4' DIA. DECIDUOUS TREE (fl b ' D I A. DECIDUOUS TREE (£) 12" D IA. DECIDUOUS TREE @ 24 " DIA. DECIDUOUS TREE 3b" DIA. DEC IPUOU5 TREE 0" D I A. EVERC:iREEN TREE s. w. 41 STALLS 4 1 STALLS 82 STALL5 10 STALLS 13 STALLS 9 STALLS 1 STALLS 10 STALL5 9 STALLS 4 STAL LS --~ TP ® TELEPHONE POLE PP @ FOWER POLE L P ® L IC:iHT POL E p~ WILDLIFE AREA EPd • SD STORM DRAIN GRAPHIC SCALE 112)' 212)' 312)' 412)' !,,IZ)' l~I I I 1· = 2<Z1 1 -!2>1 COPYRIGHT 1998 P INNACLE CONSULTING GROUP, INC. ALL RIGHTS RESERVED . REPRODUCTION IN WHOLE OR IN PART IS STRICTLY PROHIB ITED. ... • 0 C: ... +J en en C: Q) ..-~ E.c: Et: ::J 0 oz •• NO. DA TE ITEM O 8/13/99 ISSUED 1 8/2J/99 ISSUED 2 9/22/99 REVISIOtl _J <t ::::J I- Q_ ill 0 6 0 ' z <t _J Q_ \.'} z -Q_ <t 0 (f) z <t _J .. 3 01 /19/00 PARK ING REVISION 4 01/26 /00 PARKING REVISION 5 2/0B/00 ISSUED APPROVALS DRAFTER: CD5 CHECKED: 5WF DATE: 8/13/99 SHEET NO: :381~21 LAWN TO BE __ _,_-+; REMOVED -, -tt I I 4' GATE~ (!J: ~ :; PLANTER TO -~~i'2~-If BE REMOVED -__ .-·--s. w. ,. I 1 " \ i I I ' ' ! -- r---/ ----- ······"" .. EQU IPMENT ST AGING ' ' ' / ___________ _) ! ' TRUCK PARKING i ------___,, 9 .r----}, ,"; / / EXTENT OF WORK {/ 0 ~--~-.,\ "2lJ"•POPL<R ------<. 20~. "-~J \ '•,,.,,,.,,,.-'-/ .,_ a j"- LUMINAIRE W_ ENO FENCE ---__ f~ ' ---.. _ / 20"tPQP• AD ' = . ./\ ----·· i' ,_ , 1 ,:-'" / \ _) © ) 20"<POP!AA : ' ~-\ l.::._; I 2!J'•POPL<R ! ( ) 6 CB RIM.:20.68 IE 8 ~0.1. N""17 .1B SCALE, I' • 20'-0' -.... -__ .,. --...... .. ,. -- .,_,, .. ,. ' ENTRY EXIT ... ' , , . , GATE TRUCK PARKING TRUCK PARKING '"" ; ·-·-I "l'JI ~~~ • • • ~['[[\_' - WAREHOUSE· • • PLANTER LANDSCAPING , , , " ; EMPLOYEE CAR PARKING EMPLOYEE CAR PARK ING ~ I i 13 13 ,.__, EMPLOYEE CAR PARKING EMPLOYEE CAR PARKING ---7 r-------------------11 5 I I I I ~+,-~-!*--l>f--*---c)t-!- 1 EQUIPMENT STAGING I k' I I I I K I I I, __________________ ) v ' 4 ~I' PLOYEE CAR PARKING • • .1 ----r . • SERVICE • D I SHOP 8 • ," -.,,;,,;i.. ... I \ I -. ·"::..ct.~·-. -- $ ® ® ® INVENTORY) Fl AN ' 16 ' ~ ~ lt <{ Q_ O!. <{ -, I.) w w ),- 0 _J Q_ ___ ___,' r: w I: I: 1 1 ' GATE ( • ~ 7 • r.n - IE ii # f. ~ ). (l' '-, <I) :::, (Q 1 1 @ @ NORT'" • NOTES U SITE FLAN INFORMATION WAS PROVIDED BY CNA, ARC'"ITECTS/ENGINEERS, INC. DOCUMENT DATED S>/':l/88. FOR A MORE ACCURATE DESCRIPTION OF SITE REFER TO LATEST CIVIL SURVEY ~ LEGAL DESCRIPT ION. FACILITY SUMMARY SITE ACREAGE !3UILPING MAIN FLOOR OFFICES WARE'"OUSE S'"OP AREA SERVICE AREA RESTROOMS 454 ACRES 2,4S>I SQ. FT. 13,803 SQ_ FT_ 8,019 SQ, FT. 14,211 SQ. FT_ 1':ll SQ. FT_ MAIN FLOOR SUB-TOTAL 38,140 SQ. FTJ0.8':l ACRES) % OF SITE COVERAGE 1':l.S>':1% 2NP FLOOR OFFICES 6,426 SQ. FT_ RESTROOMS 661 SQ. FT. 2ND FLOOR SUB-TOT AL 1,081 SQ. FT. !3UILDING TOTAL 4S>,821 SQ_ FT_ ~:L---•""'t:11=<0 UNpS - ""'"",, ·,~~ f LOT lb _ ""'' ·ai::'cV1 '.1r:· r . ::, i, • <:I .. '"",:'-/ L(\ / I LANPSCAFE ACREAGE % OF S ITE COVERAGE WILDLIFE AREA '."o OF S ITE COVERAGE ASF'"ALT EQUIPMENT ST AGING % OF SITE COVERAGE 0-84 ACRES (36,42B S.F.! 18.42% 0.11 ACRES < 4,63B S_F.J 2.34% 2.10 ACRES (111,6 12 SF) S>':l.41% 0-28 ACF<ES (12,240 S.F) 6.19% PARl5ING AREAS _·,--" ,_, ...... . .......... LOT IS> __ ............ . EMPLOYEE CAR PARKING CUSTOMER CAR PARKING TRACTOR PARKING TRAILER PARKING BUS / RV PARKING 11 STALLS 8 STALLS 20 STALLS ':l ST ALLS 1 STALLS s. w . 12'1'Il ST. LOT 14 LE~END LOT 13 g ® 4 " D I A_ DECIDUOUS TREE (£) 6" DIA_ DECIDUOUS TREE (£) 12 ' DIA. DECIDUOUS TREE @ 24" DIA. DECIDUOUS TREE I 36" DIA. DEC IDUOUS TREE s. TP ® TELEPHONE POLE pp ® FOWER FOLE LP ® L IG'"T POLE D WILDLIFE AREA ·_.5 ,;..o· ST--- G.RAP'"IC ecALE l,Z,' 20' ::,,z,• 4,Z,' S,i:e!)' I I l~I I I' = 20'-0' COPYRIGHT 1998 PINNACLE CONSULTING GROUP, INC. ALL RIGHTS RESERVED . REPRODUCTION IN WHOLE OR IN PART IS STRICTLY PROHIB ITED. "' • 0 C: -+"' en en C: Q) ·-~ E.c Et:: :::, 0 oz REVISIONS NO. DATE 119,1 a B/13/99 ISStJED 1 B/23/99 ISSUED 2 01/26/00 ISSUED 3 2/0B/00 ISSUED APPROVALS DRAFTER: CDe CHECKED: 5li,f C. j , r , ,_ ' r·-.--.~-l: ~~ ' .. /--. ',J f- f- ::l 0 UJ ~ I- DATE: 8/131':l~ SHEET NO: 381~.23 s. w. ( ) GRADY ENTRY EXIT +* GATE I I I I I I I i i EQUIPMENT ST AG ING I I I i I I I I I I I I L I ---I ~-----~--...J 9 ~'L ____ _ ii 11. O!: w "' I I I I I I I r------------~J I I I I I I I I I I I I I I I I I I I 1' I I I ' I I t / TRUCK PARKING 6 I I I I I I I I I I I I // ;,( / I / I / / / / / I I ,<J:-/ / A.,. I I ;to' / / ~ I // / / / / / / / /y.. // / / / / / / // ;( / / / / / / / / // f ---------~ I j , ! // I :EQUIPMENT STAGINui TRUCK/RV PARKING TRUCK PARKING I 11,:m ~·-·· " --~---·1 - Ii ,. !! i i 1, \i i i EMPLOYEE CAR PARKING 7 ( ----------------! I I I I I I I EQU IPMENT STAGING I I I I I I L ________________ J ' ' ~ D ----~. ~1 f 1 SERVICE : •. bj'.J ]J!~1 .I I. 1 6 4 4 FIELD SERVICE PARKING 5 4 FELD SERVICE PARKING w 5 16 GATE 7 ~ ft ---LL s:[ o... ___ --1 -v (II_ s:[ l) ___ _J..,- w ~----1 0 0:-----1 r: w 1 1 S VICE . RTS • ..1-"'~;,-=~~~-=~/o-~~~""l ENTRY • 1 • SERVI E fl FART . ENTR ASPHALT LANDSCAPE TRANSITION 41 _-9 11 EXTRUDED CUR!3 TYPICAL CONTROL STRUCTURE--.-e,,.1 RIP RAP LINED SPILLWAY OVERFLOW SPILLWAY......__,, 10 cP (il \j) u : ,,,1--1---- d z 5CALE, I' • 20'-0" , !30LLAR OR LIGI-I LOADING NEW P ECTIVE f E RAMP DOCK I I I / DOWN 2'-5" I NEW EMPLOYEE CA PARKING (41 STALLS) 6 <O · (\)- X X cP cP "' <il \j)-<f.i _j _j _j _j I- \j) •. -'<!>· / . --_../ ,!) -Q ---' 1' • II 4 s · i 18 .1 i - q:UST <DMEIR P :J RKl ti!G ··:.:r ···t ···-J·······l ······· IJ () Dl-...,'r ' • TOQL~ ~:u:·~· ~ WAREHOUSE· " " LANDSCAPING ( •.e,• X ~'4'l ~ ... AIN D G NER TOR ' ~ ~ \ I SHOP ----1 ~ l '"' i 6 0 ,· ·:·:· .. ··.·· .. ·::~::::·~:-:~~:::::::=::::i_ ···@ ·······@@@ w + + • ~ - (J) ,f cJ'l F, :: ..• NOTES I) SITE PLAN INFORMATION WAS PROVIDED !3Y CNA. ARCI-IITECTS/ENGINEERS. INC. DOCUMENT DATED S/':l/88. FOR A MORE ACCURATE DESCRIPTION OF SITE REFER TO LATEST CIVIL SURVEY 4 LEGAL DESCRIPTION. FACILITY SUMMARY SITE ACREAGE !3U ILDING 4.S4 ACRES!l':ll,102 S.F.! MAIN FLOOR OFFICES WARE!-lOUSE SI-IOP AREA SERVICE AREA REST ROOMS MAIN FLOOR SU!3-TOTAL (FOOTPRINT) % OF SITE COVERAGE 2ND FLOOR OFFICES REST ROOMS 2ND FLOOR SU!3-TOTAL !3UILDING TOTAL 2.4SI SQ. FT. 13,803 SQ. FT. 8,01':l SQ. FT. 14.211 SQ. FT. ISi SQ. FT. 38,140 SQ. FTJ0.8':l ACRES) IS.S':l% 0.420 SQ. FT. 001 SQ. FT. 1,081 SQ. FT. 4S,821 SQ. FT. GROUNDS LANDSCAPE ACREAGE % OF SITE COVERAGE WILDLIFE AREA % OF SITE COVERAGE EXISTING ASPI-IAL T NEW ASP!-lAL T EQUIPMENT ST AGING % OF SITE COVERAGE NEW PARKING AREA LANDSCAPING % OF NEW PARKING AREA 0.SS ACRES !23,':l':lS S.F.! 12.13% 0.11 ACRES ( 4,03S S.F) 2.34% 2.10 ACRES !111.012 S.F.> 0.32 ACRES !13,':llS SF.! 0.28 ACRES (12,240 S.F) 0.l':l% 0.32 ACRES (13,SIS S.F.J 0.12 ACRES (5,232 S.FJ 21.00% FARKING REQUIREMENTS i ! I I l ! CAR PARKING OFFICE WAREI-IOUSE SI-IOF AREA SERVICE AREA UNCOVERED STORAGE ACTUAL 3S STALLS 43 STALLS 11 STALLS 31 STALLS 1 STALLS s. w. 12'Tll S'T. REQUIRED 21-40 STALLS ':l STALLS 8 STALLS 30 STALLS 0 STALLS E4RKING AREAS EMPLOYEE CAR PA~G EXISTING ,.• REGULARQ NEW "' REGULAR TOTAL IT CUSTOMER CAR PAFaK.ING TRUCK PARKING l TRA ILER PARKING j !3US / RV PARKING TRUCK / RV PARK!~ FIELD SERVICE PARKING I-IANDICAP ALLEY ""'":" LEGEND (£) 4" DIA. DECIDUOUS TREE @) 0 ' D IA. DECIDUOUS TREE ® 12" DIA. DECIDUOUS TREE ® 24' DIA. DECIDUOUS TREE 30" DIA. DECIDUOUS TREE 41 STALLS 4 1 STALLS 82 STALLS 10 STALLS 13 STALLS ':l STALLS 1 STALLS 10 STALLS ':l STALLS 4 STALLS TP ® TELEP!-lONE POLE PP ® FOWER POLE LP @ LIGI-IT POLE ~~ WILDLIFE AREA I STORM DRAIN • 0 C -+-' "' "' C (I) ·-~ E.c Et:: :::, 0 oz •• NO. DATE ITEM 0 B/1J/99 ISSUED 1 8/23/99 ISSUED 2 9/22/99 REVISION z -<t _J {L w t--Q) ~ Q) ~ {L X w t-o _J ~ z -~ -<t {L 3 01/i9/00 PARKING REVISION 4 01/25/00 PARKING REVISION 5 2/08/00 ISSUED cc,,,.,,.s,=·•••""I APPROVALS s. w. ~; i ' r . GRAP!-llC SCALE 1~· 2~' 30' 4~' I I I I I' = 20'-0' COPYRIGHT 1996 PINNACLE CONSUL TING GROUP, INC. ALL RIGHTS RESERVED. REPRODUCTION IN \\HOLE OR IN PART IS S1R ICTL Y PROHIBITED. ' J DRAFTER: CDS CHECKED: SlLF . . DATE: 8/13/':l':l SHEET NO: 381~.12 ' EXTRUDED CURB TYPICAL ------ LAU.N-1-lYDROSEED PERIMETER OF NEW PARKING AREA s. ,,,,.---------------, ' EQUIPMENT ST AGING I I I I I I I I I I I I i ___________ _J TRUCK PARKING I I L __________ j 9 rt-----J!P---- /1 r---"'""ft------ $ NEW PROTECTIVE BOLLARDS FOR LIG/-l T POLE----- EXISTING ASPHALT NEW ASPHALT 10 NEW EMPLOYEE CAR PARK ING (41 STALLS > 6 6 RAMP DOWN 1 1 -----~21 -------· .,. ·- w CL c- l) :;! Ul SE--- 0 (L ~ 1 f , / --~- ' I I I I I ---..., --- '· l I •• ASPH /\LT = 8 '·J,.ANDSCAPE \ ' I I ' I ! 8 ' pp -w. ( ) 6 LOADING DOCK T ++ GATE TRUCK/RV FARKINC:i TRUCK FARKINC:, • • • ~j!J ._._ __ __, -~ WAREHOUSE· • • LA NDSCAPING EMPLOYEE CAR FARKINC:i 7 r-----------------1 I I I I I I I EQU IPMENT STAGING I I I I I I I L ________________ ~ • • .r ---_ D f. SERVICE I L .·.b(J ]:m;:, I ,I <&"••' X • • I ! ~ I ' ~· X lt'·O') SHOP -= I • \ / 0 \ . 16 4 4 FIELD SERVICE PARKING 5 4 FELD SERVICE FARKINC:i D G NE TOR (i w 8 I: C) 13 I-z <l) - 6 8~ .. <[ w IL W{i }-<[ C) l) _J IL I: 6 w 16 GATE 7 ~ ~ ---j j, <[ IL {i ----1·-l<'. <[ ll ----4-;( w w >-----1 C) [---- I: w 1 1 ~ • ~ • r:r.i I "' K «) ' - (11 ;; (fl " ;;., (11 . =, U' ·' NOTE6 U S ITE FLAN INFORMAT ION WAS PROVIDED BY CNA, ARC/-ll TECTS/ENGINEERS, INC . DOCUMENT DATED B/S /88. FOR A MORE ACCURATE DESCRIPT ION OF S ITE REFER TO LATEST CIVIL SURVE Y 4 LEGAL DESCRIPTION. FACILITY SUMMARY SITE ACREAGE E3UILDING MAIN FLOOR OFF ICES WARE l-l OUSE Sl-lOP AREA SERVICE AREA REST ROOMS MAIN FLOOR SUB-TOTAL (FOOTPRINT> % OF S ITE COvERAC:iE 2ND FLOOR OFFICES REST ROOMS 2ND FLOOR SUB-TOTAL BUI L DING TOTA L 4.B4 ACRES(IS1 ,1b2 S.F) 2,4BI SQ. FT. 13,803 SQ. FT. 8,01S SQ. FT. 14,2 11 SQ. FT . IS i SQ. FT . 38,140 SQ. FTJCJ.8S ACRES > IS .!,,S% b ,42b SQ. FT. bbl SQ. FT. 1 ,081 SQ. FT. 4S,B21 SQ. FT. -GROUNDS Ill i ..... •. .,,, ' '""'°'*g·;·,:1:,-,-,;c,oc- •'rL)£L\iC;;.cO,'~\'.':f·"'W"''"" -··=s·,·······s··"" W i A' ;!j tr· ' • I LANDSCAPE ACREAGE % OF SITE COVERAC:iE WILDLIFE AREA % OF $!TE COVERAGE EX ISTING ASPl-lAL T NEW ASPl-aAL T EQUIPMENT ST AG ING % OF SITE COVERAGE NEW PARKING AREA LANDSCAPING % OF NEW PARKING AREA CJ,!,,!,, ACRES (23,':l':IB S.F.J 12 .1 3% 0.11 ACRES < 4,b3B S.F.J 2.34% 2.10 ACRES (111,bl2 SF.) CJ.32 ACRES !13,SIB SF) CJ2B ACRES (12,240 SF) b.lS% CJ.32 ACRES (13,SI!,, SF) CJ.12 ACRES !S,232 SF) 21.00% I'll £ I (11 . PARKING REQUIREMENTS (11 ; '.:! i CAR PARKING OFFICE WARE/-lOUSE S/-lOP AREA SERVICE AREA UNCOVERED STORAGE ACTUAL 3B STALLS 43 STALLS 11 STAL L& 31 STALLS 1 STALLS s. -w . 12'tll S'f. REQUIRED 21-40 STALLS ':I STALLS 8 STALLS 3b STALLS b STALLS P A RKING AREAS JJ • EMPLOYEE CAR PA~G EXIST ING 1 _, REGULA~8 NEW REGULAfic TOTAL ,f CUSTOMER CAR PAFj!<.ING TRUCK PARKING ; TRAILER PARKING i BUS / RV PARKING TRUCK / RV PARKlt-jG FIE L D SERVICE PAf!sK ING f-!A NDICAP , -;; iI c,c.o-··,·-· LEGEND (£) 4 " D IA. DEC IDUOUS TREE (i) b' DIA. DECIDUOUS TREE (£) 12" DIA. DEC IDUOUS TREE @ 24 ' DIA. DECIDUOUS TREE 3b " DIA. DECIDUOUS TREE b " DIA. EVERGREEN TREE s. -w. 41 STAL LS 41 STALLS B2 STA L LS 10 STALLS 13 STALLS ':I ST ALLS 1 STALLS lb STAL L S S STALLS 4 STALLS TP 8 TELEP/-lONE POLE PP ® POWER POLE LP ® L IG/-lT POLE ~.....m U::rrfdJ WILDLIFE AREA • SD STORM DRAIN S't. Lo,,,..,_., _,._ . "' • 0 C -+-' UJ UJ C Q) ·-~ E.c Et:: :::, 0 oz •• NO. DATE ITEM o 8/13/99 ISSUED 1 8/23/99 ISSUEO 2 9/22/99 REVISION _j <[ ::J t-o... w 0 ~ 0 ' z <[ _j {L ~ z -{L <[ 0 d) z <[ _j .. .3 01/19/00 PARKING REVISION 4 01/26/00 P"-RKING RE\IISION 5 2/0B/00 ISSUED DRAFTER: CDS CHECKED: 5UF GRAPl-alC SCALE ' . : -J I' = 20 '-0' COPYRIGHT 1996 PINNACLE CONSULTING GROUP, INC. ALL RIGHTS RESERVED. REPRODUCTION IN \\HOLE OR IN PART IS S1RIC1LY PROHIBITED. DATE: 8/13/SS SHEET NO: 381~.21 SA; -D O -(} I~