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07-101624 (2)11 VTJ J.. VJ V r D - Z �•? ) 0 I C - \\Lu I ( C w 11 1 lC t�-� — 4 D(" I ... I - ) ......_ \ C", (A \ Q0 —0,0-'Cn Owl - CO I . l \ > \ 1 41 "` J l - , gym}} z } m O K. {y! 0 l+�C� \� ' 5 j 123 \ \ I f -b m ,0 C . i• 11 . 1 mC � \. \ ' m m pcn� 1� \1 D W I� r m \ 1• Co_ \1 1 \ \1 > m W,/ �3 t`Oc� t� tt2 t � � t CD t 't m I- - 1 x ti 00 m \ tt �;u Cl? / ..... — — 1 rmr C4 ...€ At m / Ga C4 :�u 00 t / 1 f _r �C� d 1 ' C.)rya o a C� ^ .• v z Uri 71 Cu t ( \1 1\ � m \; w-C m r r, z x U) 21 t c� -{ ---o . m x cli (A CA o C o i D0� M — ! r 7 "" E _ o D CDY� I o F9 (n < L — I 0 cn w 0 IIV _ w 0 0 I RECEIVED MAR 2 9 2007 CITY OF FEDERAL, WAY BUILDING DEBT, SITE LIGHTING PLAN LANCE MUELLIR & ASSOCIATES A R C H I T r_ C T S A I A 130 LAKESIDE 3EATTLE, WA 98122 0 206 325 2553 RHAPSODY PARTNERS CEDAR PARK ATWEST CAMPUS 33455 6TH AVENUE SOUTH FEDERAL WAY, WASHINGTON !396 REGISTERED ARC ITECT LANCE M ELLER STATE OF WASHINGTON 06-176 job no. HC drawn _ checked USE PROCESS III 3 28 07 3/28/07 date I'10• revision date m x c./) z co z C7�MCC/) DD z o z m m-,�-4 o z �y�� (00 DZ�= n00 W m N , • NCO i o 00 01 CD v z W < m z 0 cn c� D m -�� . a c -0 CA 01 D r (n -i Z a G) Fri D :z O -P 7 uj G) m CD <� �r- rn r O� r O 70 O O � Z Or- zzcn Z _= r Or r- m m m m z m z o � Cn < C C rn D N � .rm m D r- W N N � CA (.n -p-CD 00 CD W �6 CEDAR PARK @ WEST CAMPUS 33455 6TH AVENUE SOUTH FEDERAL WAY, WASHINGTON + �� K f.49 07-03 job no. 7 RECORD DRAWINGS 3 21 08 6 DRIVEWAY REVISION 10 1 07 5 CONSTRUCTION SET 9 12 07 325 2553 SV d ra w n 4 PROCESS III RESUBMITTAL 7 30 07 3 PROCESS III RESUBMITTAL 6 5 07 BUILDING PERiv�l T APPLICATION SET 5 7 07 SK checked 2 ENGINEERING REVIEW RESUBMITTAL 4 30 07 1 USE PROCESS III REVISION 4 24 07 USE PROCESS III 3 28 07 4-25-07 date no. revision date 299Z SZ2 90Z ZZ L86 VM `3-liiV3S 3GIS3AV-1 02 L a}pp uoiSinaa •ou glop LO-SZ-� ecr ron �lr>L+u� �+ r7 :Q v ' "" PP 1 I s I 1 dvi nvo 8Z III SS300dd 3Sf1 p a a Li o �S bZ b NOISIA38 III SS3MJd 3Sf1 l 02-b wiiihenS321 M31A3c1 ONN33NION3 Z 0 L 5 13S NOIUVOI�ddd 11VM3d ONICITh8 u m oa p AS 0 9 9 wilmenS38 III SS30021d 02L Ivil enS38 III SS3MJd v Z l 6 13S NOIlonaSN00 9 • o u q o, �0-LO l 01 NOISIA18 ),VM3AN(I 9 LZ 2 SONIMVdQ ad00321 L J cn W U m W cn I-- W of Z O (If(n (n W QO� z W � za- Qm ¢ Cl- c)W� Cl- W m�\C Q m z 2 U _N oJ-i n O 0Z J 0 � Q,-, 0O J Cn r 0- LLJ Z W LL- 0Ll-C/) Q>� F-� Q' 0~0W QZOm WW Q QV-CI)C UOLLJD V)= i m I m0¢(n I CnUG�m _I C w Ld J O - = o Z Q-- Zf-'J Lim 0Q D0 CD D 0- LO Ld Z_ 0(n� W__I 2 o X W� OJOU �z �-J \Z E-� m Q zO ��Lij Ld � Lc) UI-W W (n W U) Qn OY >0Q mWQI-- LLJ Q� Ld m � �W (n �wC)W ¢QL_Ia_J-IN UQ I- O Li> g Q Q 0 0oc) O�- J- w�Q C)n QU Nacfl ro N Q�mm m1-Cr) lL J =�WCO (-DOcDo =�z0 C/) < W p O �_>ry LL- gzz0 ILin < R Y H C.� Z F- Z g CL w H NOlJNIHSbM `JIdM 1b83433 H1f10S 3f1N3NV HA SSA££ iS3M @ AdVd dVO30 • • . - .. 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FEDERAL WAY, KING COUNTY, WASHINGTON 9 X) A NITARY MANHOLE cw RIM1=31 6.99 :E. 298.94 Mir)-CHANNEA /-EX. FIRE HYDRANT CH BASIN TYPE I LE, 310,95 12" CMP S3W 18" I.E. 310,97 12" C NE A CATCH B,1A'__'51N 1F)/PE 1 ............ RiM=3" 5.56 " p " N E V 31'51"1 1 1, .1 e C' M,- 1A]"Cir BASIN F, A 1Z 1 71-5.863 18 w 1 15" CMP NE A ........... CMP S i. EII 74_5 12-. A PROPOSED JK X b, A % 4J* STORM DRAIN MANHOLE BUILDING 4_1101\ _'117,-0 RIM= 1A m FF BSMT=308.5 I. E. 3 13.4 C, 2" C SE 2 FF 1ST FLOOR 311� LE. 31 .76 8" NW N 5�- E (UNABLE TO GET) 14J1 LE. 18" C MANIHO)JE CEDAR PARK AT WEST CAMPUS WETLAND BUFFER AVG. PLAN ACCORDING TO MARCH 20, 2007 COMMENTS RECEIVED FROM THE CITY OF FEDERAL WAY PLANNING DIVISION, THE PROPOSED WETLAND BUFFER AVERAGING PLAN MUST MEET ALL OF THE CRITERIA DESCRIBED IN FWCC 22-1359(B)(1-4). THE PROPOSED SITE DEVELOPMENT IS SHOWN TO IMPACT 1,260 SQUARE FEET OF WETLAND BUFFER (SHEET 1 OF 1). THIS IMPACT EXTENDS APPROXIMATELY 25 FEET INTO A 100-FOOT WIDE BUFFER. THE PROPOSED PLAN IS TO PROVIDE 2,271 SQUARE FEET OF ADDITIONAL BUFFER AS COMPENSATION. NO ADDITIONAL PLANTING IS PROPOSED FOR THIS BUFFER. THE FOLLOWING BUFFER AVERAGING PLAN IS BASED, IN PART, ON INFORMATION OBTAINED FROM OTHER BARGHAUSEN STAFF THAT HAS BEEN ON -SITE AND ABLE M DESCRIBE THE EXISTING SITE CONDITIONS OF THE UNDISTURBED PORTION OF THE PROPERTY. THE IMPACTED BUFFER IS DOMINATED BY GRASSES AND SHRUB SPECIES. BUFFER AVERAGING CRITERIA (1) REDUCED BUFFERS WILL NOT AFFECT THE WATER QUAUTY ENTERING A WETLAND OR STREAM. COMMENT: A PORTION OF AN ASPHALT PARKING LOT WILL OCCUPY THE IMPACTED PORTION OF THE BUFFER. A CURB, 6-INCH HIGH, WILL PREVENT SURFACE RUNOFF FROM ENTERING THE WETLAND BUFFER. STORMWATER WILL BE DIRECTED INTO UNDERGROUND VAULTS THAT WILL RELEASE PEAK FLOWS INTO THE WETLAND VIA A 24-INCH CMP PIPE (SHEET 1 OF 1). INSTALLATION OF THE STORMWATER DETENTION OUTLET PIPE WILL INVOLVE A TEMPORARY BUFFER IMPACT, WHICH WILL BE REPLANTED WITH NATIVE VEGETATION. A SPECIFIC PLANTING PLAN FOR THIS AREA WILL BE SUBMITTED FOLLOWING APPROVAL OF THIS CONCEPT. THERE IS AN EXISTING STORMWATER DRAIN THAT EXTENDS FROM 6TH AVENUE SOUTH, ALONG THE NORTH PROPERTY UNE AND INTO THE WETLAND (SHEET 1 OF 1). (2) REDUCED BUFFERS WILL NOT ADVERSELY AFFECT THE EXISTING QUALITY OF WILDLIFE HABITAT WITHIN THE WETLAND FOR THE BUFFER. COMMENT, ONE TREE WILL BE REMOVED AS PART OF THE BUFFER IMPACTS. THE BUFFER AVERAGING PLAN PROVIDES ADDITIONAL AREA THAT INCLUDES 5 TREES AS WELL AS ADDITIONAL PROTECTION BETWEEN THE WESTERN PORTION OF THE PARKING AREA AND THE WETLAND (SHEET 1 OF1). THIS ADDITIONAL BUFFER WIDTH WILL HELP ENSURE WILDUFE HABITAT AND QUAUTY OF HABITAT IS MAINTAINED BETWEEN THE DEVELOPMENT AND WETLAND. (3) REDUCED BUFFERS WILL NOT RESULT IN UNSTABLE EARTH CONDITIONS NOT CREATE EROSION HAZARDS. COMMENT- THE BUFFER SLOPE WILL BE REGRADED, AS NECESSARY. THE PROPOSED SLOPE, BETWEEN THE PARKING LOT AND NATURAL BUFFER IS PROPOSED TO BE APPROXIMATELY 10 FEET WIDE WITH A SLOPE OF 4-1. THE SLOPE AREA OUTSIDE THE PARKING LOT IS PROPOSED TO BE PLANTED WITH LANDSCAPE PLANTINGS TO HELP RESTRICT EROSION AND PROVIDE ADDITIONAL PROTECTION BETWEEN THE PARKING LOT AND NATURAL BUFFER AREA. (4) REDUCED BUFFERS WILL NOT BE DETRIMENTAL TO ANY OTHER PUBUC OR PRIVATE PROPERTIES, INCLUDING THE LOSS OF OPEN SPACE. COMMENT. THE REDUCE BUFFER AREA IS ON -SITE AND BETWEEN 180 AND 280 FEET FROM OTHER PUBUC OR PRIVATE PROPERTIES. IN ADDITION, THERE IS NO APPARENT LOSS OF OPEN SPACE AS A RESULT OF THIS BUFFER AVERAGING. 14N CATCH BASINI TYPE. I .............. 3 G STORM CHRAIN MANHOLE R::M=,308.12 k/(*,11:,. Sl.::PA RA'IROR\ 01 E. 3 03 > 2 12 " C, MP S 703,87 12" CMP SW I.F. (J P N :E 30"15,8 7 LE303.92 1. 2" CMP NE A 35 WEST CAMPUS OFFICE PARK D;V;,S!C)N 1 .......... STORM D:D\AIN MANI-iOLIE- R: M 1 .60 I.E. 30760 12" CMP N LE. 3071.060 12 C% M P S tCATCH BASIN 'TYPE RIM=310.13 LE. "*50*1792 i/2" CMP N WEST CAMPUS OFRCE PARK DIVISION 1 'X -CATCH BASIN TYPE I RIM 3 " Sw 3,28 24 I.,... '51,08-48 18" <,'U V Ex. STRET ELIG 308�58 18" C NW --I BASIN TYPE I SAN! IARY MANi-10LE R�M= 6,78 L 30�'7 E� TO TOP WATER (UNABLE TO FIND PIPES s 299,86 k,11D-CHANNEL o WEST CAMPUS OFFICE PARK DIVISION 1 v 00 BUFFER IMPACT 00 AREA 1206.0 sf t io, ........ -0 No 10 00 oop CI. -I ;A 00 0000 A U. % i C ASP'HALT PARKING' \_ASPHAL [..'KJMS*T*E'R PAID EX. UNKNOWN VA 'J. EX. FIRE HYDRANT WEST CAMPUS OFICE N 1 ARK DIVISIO� .......... I R I 1 4 17. ' 7 "S A Ir 'TER 1,17 298 3N 5 AND SHED I. E. 2" 9 8. 55 E"W CATCH BA,'31N 'TyPr.. RIM=316�56 _007 1. E. 3121.9 1 12 " C E -s -A I.E. 312.8,6 12" 0 NW -Z- A C'k7CH BASIN TY P E 1 CAT LEE'. - 55.96 12" CMP NW 3 0 6. D 6 12" CMP SE V-V=311.54 rn I.E. 309>2'1 6 2" \CMP NE ,rn WEST CAMPUS OFFICE PARK DIMS ON I W Z 0. < 0. 0 Z w cr 0 L.L a � cr w a- L: CL CL LL U. D m w Iti 0 z 0 LL LTJ 0 cj) 0 Lo W N 04 W cm E 0 L0 Z D 0) W) < (J) < N a: w Lc') a 04 j . w cv) .J W W J 0co-.' m 0 < N %*mmoo _j V 0 0) c"n �Z 0) 'tiyoki U) Ld s" x Ld Lj N vi III 0 z m tV a 0 V) w 0 U f= > =3 0 Z M Z W V) V) x < < LL: 0 Z LJ Ld Nz K) N N "� m (5 0 0 N 00 m rx > N 0) r.0 00 z ww w < �S U-) In Z 5 Z L0 N Lo w �75 00C14 LLJZL0 cq N _j> Of m I ED'sa Ne MAR 2 9 007 0 CITY OF FEDERAL WAY BUILDING DEPT. z CALL BEFORE YOU DIG: 1-800 PERMIT NO. 00 CITY OF FEDERAL WA Y APPROVED BY: E 3 IS Z .0 c*j 0 9?M" D A TE: o" rt- C14 vi CL co N 00 C14 Q) x Of 0 z V) 00 C) Q 00 C14 E 00 E CL co C14 1-1 (D LZ N Z WE \ F % a 7 ' r / .v. } 't � ' C I- I 1 , .' ;'` C i 0 \s Z �: / p/ i_d C _ " \ �A I N n ,' � " ._ i t. I ,,, _`.�," °ice � � ( t,,i ,"�"• � .� ^.,"-" .� .�.'.: -� . � 0: \� \, � 1 e%' ' / t ` f� Y �.0 7,3 -' „,' \ . . 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STORM LINE EX. SEWER LINE EX. WATER LINE EX. FIRE HYDRANT EX. WATER METER EX. GATE VALVE EX. WATER VAULT PROPOSED SEWER LINE PROPOSED SEWER CLEANOUT PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED WATER METER PROPOSED GATE VALVE PROPOSED STORM LINE PROPOSED CONCRETE PROPOSED ASPHALT SILT FENCE SENSITIVE AREA PROTECTION FENCE CLEARING LIMITS DIRECTIONAL FLOW TEMP. INTERCEPTOR DITCH TEMP. CONTOUR TEMP. CONSTRUCTION ENTRANCE ROCK CHECK DAM TEMP. STORM LINE TEMP. CB xg rA" p A D ,, , � 0 Df !7,19PFA � It a A PORTION OF THE SW 1/4 OF SECTION 17 TOWNSHIP 21 N, RANGE 4 E, W.M. FEDERAL WAY, KING COUNTY, WASHINGTON EARTHWORK GIUANITIES: CUT = 800 CY FILL = 4,000 CY IMPERVIOUS LAND COVER TABLE: EXISTING IMPERVOIUS = 0.23 ac. PROPOSED NEW IMPERVIOUS = 1.60 ac. S� 0 S 335th ST SITE S 3361h ST rn m s S34th S338ths ST � VICINITY MAP INDEX OF SHEETS LZ ISBN! Ld cn � c�i3n1 � a z Z U U a 0- a a a W W W W W olnYlololola° v Lij w m m m m M N d� O to It M N r- C Z C1 of 6 COVER SHEET U Lo o C2 of 6 GRADING AND STORM DRAINAGE PLAN co N N C3 of 6 TEMPO ROSIO Q W r co RARY E N AND SEDIMENTATION 41 CONTROL PLAN zQ D o N co Q q C4 of 6 CONSTRUCTION NOTES AND DETAILS W �' N C5 of 6 CONSTRUCTION NOTES AND DETAILS J W J C6 of 6 CONSTRUCTION NOTES AND DETAILS �z O 04 1 of 1 WATER AND SANITARY SEWER PLAN U o co Z ;o Q J LEGAL DESCRIPTION 926500-0340-00 LOT 34 OF WEST CAMPUS OFFICE PARK DIVISION 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 97 OF PLATS, PAGES 55 THROUGH 58, INCLUSIVE, IN KING COUNTY WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 34 LYING SOUTHWESTERLY �O' Ll_ OF THE FOLLOWING DESCRIBED LINE COMMENCING AT THE SOUTHEAST CORNER OF LOT 34; THENCE SOUTH 76' 15' 05" WEST 498.54 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 27 11' 14" WEST 114.64 FEET TO THE TERMINUS OF SAID LINE.�N''�, (ALSO KNOWN AS LOT B OF LOT LINE ADJUSTMENT NO. 8802019, RECORDED MAY 9, q o) 1988 UNDER RECORDING NUMBER 8805090973.) _, �� Q o ��' o w CL 0 w BASIS OF BEARINGS' WEST CAMPUS OFFICE PARK DIVISION 1, VOLUME 97 OF PLATS, PAGES 55 THROUGH 58, RECORDS OF KING COUNTY BASIS OF COORDINATES: ESM CONTROL POINT #102, A BRASS DISC IN A MONUMENT CASE, LOCATED 20' NORTH cn _ ~ i '�� a z m 3 m o o o U*) OF THE INTERSECTION OF S. 335TH ST. AND 6TH AVE. S., 1-1 N 113,603.11, E 1,269,980.51 m m i tT 3 V ioCL m VERTICAL DATUM: 0 a U Q 0N CITY OF FEDERAL WAY (NGVD-29) _ w Z� 0 BENCHMARK: zw ESM CONTROL POINT #102, TOP OF BRASS DISC IN MONUMENT CASE, LOCATED 20' Ld X o NORTH OF THE INTERSECTION OF S. 335TH ST. AND 6TH AVE. S., ELEVATION 316.41. Z Ld L 2m uj Q N O 04 N 000 Z �� amcoo00 Lu z . r N �sLoLo I I wW 0 N 'n �� Z z: iz w — RESUBN41 N ° N ui Y �� U V) JUN 0 5 2007 f CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. UTILITY C ONFUCT NOTE: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES CAUTION: PUBLIC LAND SURVEY OFFICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 1111 WASHINGTON STREET S.E. OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE P.O. BOX 47060 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OLYMPIA, WASHINGTON 98504-7060 THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. PERMIT NO. 07-102038— 00—EN I '�8 0. co'` CITY OF FEDERAL WAY m d. APPROVED BY.• Z Orp r o C,44 DA TE: GRADING AND DRAINAGE PLAN OF rofnf PnT _Clf VA A PORTION OF THE SW 1/4 OF SECTION 17 TOWNSHIP 21 N, RANGE 4 E, W.M. FEDERAL WAY, KING COUNTY, WASHINGTON \ Y l i t �;, 17.94 �. •�� \317.97 y 4 317.16 :..:.,:.:.. 25' WIDEN STORM MIA*10: 16 LF 18 DIP R 0 0.3% CB#1 TYPE 2-60- INSTALL OVER IX. 24" CMP M I ` T :�#v3: RIM=311.Of .;I L rr 0a � E �> '� �` It P W 2" t 2', ;0 R I I�.I fC .... IE=304.15(24"E&W) `\ IE=304.65(18 S) ';;'> ; /2 ;;>L: IE=305.1.5(12"SE)STORM I. =i ? ;u ,q MA�Ni-iOlk-`,- Rim m 6.60 I.,..., ...08 _:tom '1 t) i'4" C S 37.34..M. ;^ .. 36.16 N' 3 \\ } ; mac. r NX 1 < s.a4 Q PROVIDE VERTICAL EXTRUDED 1 \ � 316*5 CURB AROUND THE PARKING \ LOT PERIMETER PER CITY STD. DETAIL 3-4 6.sa TNEW STREET LIGHT m ..... 6 8 d €.E, 3` `},08 1 �" �v E\f P �, '1 30 . 4. 15"OUT. ...... : 9 '. ram , � 37 x306.46 X309.33 ,bY'/E :"� �r'k=v € �.:_'L u _ \E`er X307 S7 f ) 311:2 ,r�'� - ::: _ z, ,, \ X302.29 Ri,g D:AE`"Pi^AiO - x3p8A.9LLi3 v (OILS' -306.38,1 I. 7"01`` `I :� cmI=` s .\7\.62J •�.. �oa:ea.......30.�%% L. 0 m `..`'S is ww�\ . I ,v, . • 1 �, I<E P s < .03 . .E, w,;v.J.;'3`.:.. 1 Z t,,Ef3P \#... INSTALL OVER IX. CMP TYPE CB# R1 TYPE 2-48" CB#9, RIM=311.0 RIM=MATCH IX. GRADE IE=308.33 a IE=303.70t(EX.12" N,S) IE=303.70(12SE) p � WIDE \,os, 25 DRIVEWAY tlY?i:I'S .IiiMl` US O3' 1o.ao 105 LF 12" CPEP 311.0 PARK III >C�I•< ® 0.46% .40 /f '' `4 ="l .6 0 s- y-- 1 311.14 p i t " I H "pp u? i.. AS i d ' I'� I M = `';10 1 REMOVE EXISTING CURBING AT NEW DRIVEWAY AND MATCH TO EXISTING ASPHALT C WEST CAMPUS OFFR' E' c 0 a CL Cw- w w w w w 25 25 x x 0 0 0 0 o a Y x U m U m U m U m 0° n n n n N O tp (00 Z NOTES: 1. CONTRACTOR SHALL PROVIDE A BERM FOR LANDSCAPING PURPOSES, 2' WIDE AT THE TOP AND 2:1 SIDE SLOPES, WITH THE TOP BEING 1 FOOT HIGHER THAN THE BACK OF WALK ALONG 6TH AVENUE SOUTH AND THE DRIVE AISLE AT THE SOUTH PROPERTY LINE. ALSO PROVIDE A BERM 1 FOOT HIGHER THAN THE TOP OF EXISTING CURB ALONG THE WESTERN PROPERTY LINE, EXCEPT WITHIN THE WETLAND BUFFER. 2. CONTRACTOR SHALL CONNECT ALL FOOTING DRAINS AND AREA DRAINS INTO THE TRENCH DRAIN AT THE VEHICLE ENTRANCE TO THE BASEMENT. Z Q J 0. � Ill 0. z U Lc� W 6 c 0 LL i i U O cl) 0 Q N N Z W ~ 04 co O �( c Q N cc W �` N J a W CIO W W J > >le O W :� U ® � Z r .Q J CT L O I C co • �' G/7 N � Q Z li Li O X W I 00 N N 41 C V v� N o II :- Z 00 N R N m m o - c o m x 14' EX. PAVING o _ 7 c c w h-- __ co CB #R2 TYPE 2-4B" U X313.88 _.•. _ , _ .5.5 L _ �} q 1, j... w TF; \ r \_ a I z p p Ci a 0 w i\ e�i..u.: ..j\:'•.$?-i4w ��"�� a�'R3,4.77 '�31458 11 \ �>I C'\j314.57 3s3-PARK .7 KRIM=311.Ot 314.37 Li -=34.07IE=304.19 '4314.63 3r 314.43 3 64 I 313.78 1 ..37 9.41 U X31 ' d/ _' J 1r�3 31 4-.�`.I"`Imr\I..� PAIL, �� , -Je=- - I O = U e.i II `,.}..}:.iq '13.5_L-X'S13.54 313.6616.a5 �. Z >Sp r C) U 314.Z1---)F314.20 - 316.03 I C) LLJ V) <E_ -- 2�� J U PARK I i .1 .rr ;i° p 14. r X314.70 311.7-& 314.17 C I Ld CF SI .' .t� ;� 1 1 - �314.9i --- VARIES In O X 0 Z X314.681 313.98- .�.�. _, VARIES . Ld N �- Q 314. X3'463 �315.16 4" THICK CONC. SIDEWALK NEW A.C. PAVING ---- Q CV CV EX. EXTRUDED CURB O CV 00 � N Z 00 - -''- 2" COMPACTED CSTC C] m co 00 0= Z r- 315.30 I Uuj X3,474 NEW TYPE A N I I W W o ;.k_. CURB AND GUTTER L _ -J ¢ 3: Lo €o C7 Z �- 1- U") u > ai SOUTH ACCESS ROAD CROSS SECTION A -A TYPICAL 0 SCALE: 1 "=4' G S a�� E �✓ GALL BEFORE YOU DIGS Z _ w N 1-800-424-5555 A�- 4# N�Jv PERMIT NO. 07--102038--00---EN c0 CITY OF FEDERAL WAY N APPROVED BY.' z N r c o �) N 0A TE: '_ C) LL TEMPORARAY EROSION AND SEDIMENTATION PLAN OF CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. CONTRACTOR SHALL NOTIFY CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT (253) 835-2700 TO SCHEDULE MEETING. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFF -SITE CATCH BASIN PROTECTION. 6. CONSTRUCT WETVAULT TO ACT AS SEDIMENT TRAP. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND WATER QUALITY FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 10. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, AND GUTTERS. DEw CURB 11. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 12. CLEAN STORM DRAINAGE OF ALL SEDIMENT AND DEBRIS. 13. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. I►Lei14 SENSITIVE AREA PROTECTION FENCING SHALL BE PLACED TO PROTECT ALL TREES TO BE SAVED AND BE LOCATED AT THE DRIP LINE OR FARTHER FROM THE TREE. REFER TO LANDSCAPE PLANS FOR TREES TO BE SAVED. CEDAR PARK AT WEST CAMPUS A PORTION OF THE SW 1/4 OF SECTION 17 TOWNSHIP 21 N, RANGE 4 E, W.M. FEDERAL WAY, KING COUNTY, WASHINGTON 1�=40' 0 20 40 80 Al i. \. r""\\ C`-` �: w "i SW 17. fo •.:',s k. NW �t��":q�" � ,dtw{y �µ' <t'�; t�,ii.,�'"i wss•:.,�'�� ,T3�v s, •^,,,• , .�i. //. y ..;. \ -..: : i..,.., ,#t\i• tc < '�� .. 3�`:--.� #'r l,`�� 0.1 T.. 6`O. .17:16 „- J.il\1; D'-'Y. 3` ;�ANI..�f„ STORM f:l�?'"y1n.t}... . , ..x.... v,,t� i (•,,; .�(Y I�� 'e�s':.'��, i 3�-� .... \ .Yr•\`..{I;si �s `.s,t..•":}w. ` ' \\ _ c: M ; g f.. I t :.STALL-10'.I BOCK I M CONSTRUCTION ENTRANCE - INSTALL SILT FENCE oN JA E ° :-.I,<•,€ 1 1 f0' 6.66 PER DETAIL SHEET N EALONG DOWN STREAM I. s..., •^31.?i.'.',,... #. .vs; ;, i ` O il` �£.. ... :/. ,9 16�.53' ' •�� < PERIMETER PER x315. o , . \ 1. E:. i , ; w? DETAIL SHEET TYP. j 0 - w \> \ NW �.. 307g��1 •00 16.35 \ a i \.< 4 „'' , ' CLEARING , LIMITS (TYP.) 39.7.� ;�;s I\• � � x x .1, .\ ..,,...v . \\ INSTALL: < `. �... ' £^'RM !v1ANI-t'i \ i SILT FENCE 'c's�• Y' \ gip. . . \. Pv} ; \' .3 ..j ; -: \\ `k ACROSS POND r< x3 9.< 09 `�' \;'' / i 67 /�,\ v 7 4: R1I•!f^- \ c \ . €:.: E. 3 _; ,` },-s yg i } 3,,/ 1 E�IRING ':, � 2..... \ A �. �. 1,�: ,. 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Z a o w U U /O < N N F Lo Z D N Q � Q W S' ' N J ® W co) _1 W W � �L O � Q � W W U � U) Z r Q J c a Ve.e d- t0 vy J O0 co O W N LK In 6 R w 00 N N O O 3 N II z _ d O N 0 V) v- 0 X 2 w 0 o rJ a o U) W V) LLJ C V Z = �€ O Qz V J ^Q) w O z X ¢ Zw Q m 0 Q O N ONO 0 o) CO 00 LLJ Z co NI I wW LIB Lo c9 Z o NM w N N �� a `R 00 %_ �e d. . V to Q) E GALL BEFORE YOU DIG: i 1_80� 7 : ..49 W PERA41 T NO. 07-1 Q20.38� UO-EN CD 0 3: 2 C'S Z � LL1 N CITY OF' FEDERAL WA Y APPROVED 6Y. DA TE. m E !� z N .-o DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41, 46, 47, OR 48, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF FEDERAL WAY." 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN FEDERAL WAY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4°-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51, 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY FEDERAL WAY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL., BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. STORM DRAINAGE OUTFALL RIP RAP SPECIFICATIONS * RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8 INCHES PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6 INCHES PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2 INCHES ** RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: MAXIMUM STONE SIZE 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE 16 INCHES MINIMUM STONE SIZE 4 INCHES q 11 1 11 6011 iiiiill STRUCTURE NOTES 1. "THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY OF FEDERAL WAY PRIOR TO CONSTRUCTION. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKUST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.). 4. BEFORE ANY CONSTRUCTION OF DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CITY CODE (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M. MONDAY THROUGH SATURDAY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR OF PUBLIC WORKS AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (B)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 -TRAFFIC CONTROL, SHALL APPLY. 15. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS UNIFO, DEAD RM TRAFFIC END, CONTROL LDEVICESEET (MUTCD). ETC.). PER LATEST EDITION OF "MANUAL ON 16. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 17. ALL FILLS REQUIRE DENSITY TEST AND SOIL REPORTS. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 19, 20, AND 21. ROCKERIES MAY NOT EXCEED (8) FEET IN HEIGHT FOR CUT SECTIONS OR FOUR (4) FEEL IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. EROSION/SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF -THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR: FOR THE DURATION OF CONSTRUCTION. 4, THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWCC. WET SEASON SPECIAL NOTES (OCTOBER 1 THROUGH APRIL 30) 1. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO DAYS RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR - = MORE THAN 12 HOURS. _ -- 3. COVER MATERIAL SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON THE SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON, OCTOBER 1 THROUGH APRIL 30. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON THE SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COURSE -GRAINED SOIL.. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. PHASING AND MORE CONSERVATIVE "BMP'S" MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 10. ANY WATER GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A WELL -VEGETATED, GENTLY SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATERING, IT MAY BE POSSIBLE TO PUMP THE SEDIMENT LADEN WATER WELL AWAY FROM THE SURFACE WATER SO THAT VEGETATION CAN MORE EFFECTIVELY BE UTILIZE FOR TREATMENT. A STRAW BALE FILTER SHALL BE PLACED AROUND THE DISCHARGE FROM THE DEWATERING PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHALL BE REQUIRED CONSISTENT WITH KCC 9.12. 11. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY. HYDRO SEED MIXTURE TABLE D.43 TEMPORARY EROSION CONTROL SEED MIX % BY WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE FESTUCA RUBRA 40 98 90 ANNUAL OR PERENNIAL RYE 40 98 90 RED TOP OR COLONIAL BENTGRASS 10 92 85 WHITE DUTCH CLOVER TRIFOLIUM REPENS 10 98 90 SEED MIX RECOMMENDED WHERE JUST A TEMPORARY VEGETATIVE COVER IS REQUIRED. u FILTER FABRIC MATERIAL 2" BY 2" BY 14 GA. WIRE i OR EQUIVALENT, IF STANDARD STRENGHT FABRIC USED. Z /FILTER FABRIC N BACKFILL TRENCH WITH "-,W, q�, c NA Tl VE SOIL OR 3/4 "-1.5=- -� L WASHED GRAVEL k, MINIMUM 4"x4" TRENC N 2" BY 4" WOOD POST STEEL FENCE POSTS REBAR FILTER FABRIC NOTES 1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS, 2. GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW. A COPY OF THE MANUFACTURES FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE 0.60-0.15 MM FOR SILT FILM 50-100 SIEVE SIZE 0.30-0.15 MM3 FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491 0.02 SEC MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 100 LBS. MIN. FOR EXTRA STRENGHT FABRIC LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAD TENSILE ELONGATIONS (ASTM D4632) 30% MAX. ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. OR EQUIVALENT. 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE TH STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGHT FABRIC IF FIELD JOINTS IN FILTER FABRIC SHALL BE PERFORMANCE WARRANTS A STRONGER FENCE. SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 4. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1V. 2" BY 2" BY 14 GA. WIRE MAINTENANCE STANDARDS FABRIC OR EQUAL. IF STANDARD- . -- STRENGHT FABRIC USED: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY Z ;k:h.z:;;•;a.. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND IfIIIIII ,.�' CONVEYED TO A SEDIMENT TRAP OR POND. N {•'�:ut'`?i.,' t:? 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING . AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO ;:{^; i::i. •4.::s; i • THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. Z 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. N 6' MAX. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, POST SPACING MAY IT SHALL BE REPLACED. INCREASED TO 8' IF WIRE BACKING IS USED. NOTE: FILTER FABRIC SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. ROCK MUST COMPLETELY COVER THE 0/1TTnAd AAXI Clr)= f)E' TLJC n1T11u FILTER FABRIC FENCE DETAIL NOT TO SCALE CONSTRUCTION ENTRANCE NOTES 1. IT SHALL BE THE CONTRACTORS RESPONSIBLITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE CITY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. QP�� c �6 o0 o �s cis 7p0 / O O O(�O 11 0 0 00 00�o 0 R= 25' MIN. O [� �12"MINIMUM THICKNESS Z5 4"-8" QUARRY SPALLS WOVEA GEOTEXTILE FABRIC MIRAFI 50OX OR EQUAL TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE I I 1' MIN OVERFLOW 3:1 3:1 1' MIN 3.5' - 5' FLAT BOTTOM 1' MIN 3/4"-1 1/2" WASHED GRAVEL NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL EXCAVATION CROSS SECTION NATIVE SOIL OR - COMPACTED BACKFILL TRIP RAP 2"-4" ROCK GEOTEXTILE 1' MIN DEPTH OVERFLOW SPILLWAY CROSS SECTION 2: 1 L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING DITCH HORIZONTAL SPACING AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H: 1 V OR LESS 3-59 300 feet (10 TO 20)H: 1 V 5-109 200 fee t (4 TO IC)H: IV 10-257.1 100 feet (2 TO 4)H. 1 V 25-50.`0 50 feet INTERCEPTOR SWALE DETAIL NOT TO SCALE GRATE S MAX TRW GEDR=U FRAME OvEmRowsypw SEDBAENT AND DE100 Fa'lEWATER w CROSS SECTION NOT TO SCALE 0 2 m 0- 0- CL Wu w E 25 2 Z U U a CL a a a ow S ow N V) m V) V) a w CY.'1 O Q O Q x w m m m m A to M N z 2"-4" NOTES t. PERFORM WNTENANCE IN ACCORp, , 1MTTf ST+RNDARD gPFgFlCATiOH B�Qf.3(151, 2 SQE THE BELOW {PRATE INLET DEVICE (B.QiT fTwLLsERVICE. F9R THE STORM VOTER STtlRE - $SlET-: & THE 8010 WALL HAVE A B_WLT IN NIGKtR,O.g'/ RELIEF SYSTEj! (Qfq{FIAAy@ypA�4 !. THE RErwEvu sYBTE1N Mu5rAt d.9W. REfdOYA{, OF 7HR SKID WTT1�IDiA'f sFLLi,ING..-ME . CGLLECTED E}AT _ PREFABRICATED BELOW GRATE INLET DEVICE DETAILS DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER GEOTEXTILE -J --MIN 1' DEPTH 2"-4" ROCK MIN 1' DEPTH 3/4"-1.5" WASHED GRAVEL TRAP OUTLET MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED SEDIMENT TRAP OUTLET DETAIL NOT TO SCALE TENSAR GS-1 SAFETY FENCE OR EQUAL BRIGHT ORANGE PLASTIC MESH i 10' MAX_ STEEL FENCE POST TYR ss ISOMETRIC VIEW NOT TO SCALE q " FlOATE N0. C0066, 911p`ZI,3 STORM DRMN STANDmw RLM 1.7 am wi O, i BHHT APPRC OR V18tIG,TiON NOTE: 1. WIRE 11E FENCE MATERIAL TO FENCE POSTS. 2. CLIP FENCE TO GALVANIZED WIRE ® 5' ON CENTER SPACING. SENSITIVE AREA PROTECTION FENCE (SAPF) NOT TO SCALE co 0 z Q co z U O O COco Qw� N N �-- 00 Lt) Q (Lo = Q N cc W Lo w 0 .. N J. co J r �. > >L O c cm w u V O Z - -y �� 04 � cV 1-1 �. to N J 4 /n LLJ dl 4R °- w .v C 0 0 m 0 0 cn m 0 IN Lo C C p m '10N 0 rn 0 3 v o 0 v '10- m a o .w z> O Z V) � J z Ld X Q Q FQ- z w 'IS N N Z CD w �rncNoo0O C:) ONO z- Qcz w N Q ZIs s u•) �� Lo C-D Z w - 0N0 W N N >� r- Y � u 0 VV) CALL BEFORE YOU DIG. '_ 1-800-424-SM L 1 PERMIT NO. _07-1 Q20,38-00-EN Cl TY OF FFDERAL WA Y 0 APPROVED BY. z3 O�0 m N DA Tr<: �I ALTERNATE PIPE LOCATION (FYI-) (SEE NOTE G) INLET PIPE (SEE NOTES 5*G) MIAMI SUMMITS' MITI` ft-ITA-ft BALLAST (SEE NOTE 8) COUPLING FYF) (BY CONTRACTOR) OUTLET PIPE (SEE NOTES 5*G) r 6'x12' STORM FILTER —PLAN VIEW___ 1 30"0 FRAME AND COVER (TYP) (SEE NOTE 4) GRADE RING (TYP) BAFFLE WALL mom) 4'-G" MIN /` / (SEE NOTE 7) ENERGY DISSIPATOP. 5TORMFILTER UNDERL�RAIN CARTRIDGE (Tr MANIFOLD (SEE NOTE 2) THE 5TORMWATER MANAGEMENT 6'x12' STORM FILTER —SECTION VIEW A SNT No.t5,3 U.S. PATENT No. 5,322,G29. - - No. 5,707,527, No. G,027,G39 1 No. G,G49,045,. AND FOREIGN No. 5,G24,57G, AND OTHER U.5 02006 CONTECH Stormwater Solutions PATENTS PENDING A�I��ITCAlJ° 6' x 12' PRECAST STORMFILTER DRAWING PLAN AND SECTION VIEWS 1 STORMWATER STANDARD DETAIL SOLUTIONS V2 contechstormwater.00m DATE:11114/05 1 SCALE: NONE I FILE NAME: SF612-PC-NIB-DTL DRAWN: MJW CHECKED: ARG 10" *TOP OF LIP AT DRIVEWAYS VARIES EXTRUDED ASPHALT OR CEMENT CONCRETE CURB 3 FOR USE IN PRIVATE PARKING AREAS ONIrY CURB AND GUTTER U Q PATCH — MIN. 3" CLASS B ACP (OR MATCH EXISITING). MIN. 2" CSTC EXISTING PVMT. CEMENT CONCRETE CURB & GUTTER REPLACEMENT NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE SECTION 3.3.3 FOR EXTRUDED CURB ANCHORAGE. 4. TO BE USED ONLY AS APPROVED BY PUBLIC WORKS DEP'T. 5. EXISITING CURB REPLACEMENT WILL REQUIRE REMOVAL OF ASPHALT A MINIMUM 12" FROM FACE OF GUTTER PUBLIC WORKS DEPARTMENT GENERAL NOTES 1) STORMFiLTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4GG7; 5CARBOROUGH, ME (877) 907-8G7G; UNTHICUM, MD (8GG) 740-33 18. 2) FILTER CARTRIDGE(S) TO BE SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL DRAWING 5HOW5 MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C(558. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4) STRUCTURE AND ACCESS COVERS TO MEET AA5HTO H-20 LOAD RATING. 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP IS AVAILABLE, CONTACT CONTECH 5TORMWATER SOLUTIONS. G) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST 5TORMFILTER VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT CONTECH 5TORMWATER SOLUTIONS FOR OTHER OPTIONS. 8) ANTI -FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE. 9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. BAFFLE WALL 10 30"0 FRAME AND COVER (TYP) (SEE NOTE 4) W ;FADER G' x 1 2' PRECAST STORMFILTER DATA STRUCTURE ID XXX WATER QUALITY FLOW RATE (cf5) 0.30 PEAK FLOW RATE (cf5) 1.32 cf5 RETURN PERIOD OF PEAK FLOW (r5) 100 # OF CARTRIDGES REQUIRED 9 CARTRIDGE FLOW RATE (1 5 OR 7.5 m) 15 MEDIA TYPE Z FG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE # I 30G.70 CPEP 18' INLET PIPE #2 xxx.xx xxx xX" OUTLET PIPE 304.70 DI 18" RI M 3 1 1 .0 FLOW 31 I. I ANTI -FLOTATION BALLAST WIDTH HEIGHT Xxn XX" NOTES/SPECIAL REQUIREMENTS: THE STORMWATER MANAGEMENT 6'X12' STORM FILTER —TOP VIEW 1 U.5. PATENT No. 5,322,G29, .Z No. 5,707,527, No. G,027,G39 No. G,G49,046, No. 5,G24,57G, AND OTHER U.S. AND FOREIGN ©2006 CONTECH Stormwater Solutions PATENTS PENDING AI��ITCALI° 6' x 12' PRECAST STORMFILTER DRAWING &""LW 1 ! TOP AND SECTION VIEWS, NOTES AND DATA 2 STORMWATER STANDARD D ETAI L SOLUTIONS. 2/2 contechstormwater.com DATE:11/14/05 SCALE: NONE IFILE NAME: SF612-PC-NIB-DTL DRAWN: MJW CHECKED: ARG * TO CONFORM TO CROWN SLOPE OR 0.02 FT./FT. MOUNTABLE CEMENT CONCRETE CURB4 6 EXPANSION JOINT 5" - * 0.02 FT./ FT. 0.05 Ff./Fr.2 ° CEMENT CONCRETE SIDEWALK * NOTE: TOP OF LIP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB & GUTTER 5 1 /2" /-- R = 1 /2" PAVEMENT TOP OF CURB AT APPROACH y 7 3/4" CEMENT CONCRETE BARRIER CURB CURB DETAILS DWG. 3-4 NO. -61 - RESIDENTIAL —� 10'-0" MIN. 20'-0" MAX. COMM./INDUSTR. 30' - 0" 2-LANE 40' - 0" 3-LANE EXPANSION JOINT Rinkff MATERIALS" Hydro Conduit Division STC 450i Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Cover and Grate Grade Adjusters To .° Suit Finished Grade } ° 24° Handle For 4"0 PVC Pipe Varies To Removable Min.15" High Match Grade a Dome & Tee p w/ 4" Ca Stormceptor0 Insert 12"0 (� 4"0 PVC Pipe Inlet I 0 Cleanout / Vent Pipe D00 d4� I I Outlet See Note 2 i 4"0 Outlet 11" 18" ,. Riser Pipe T Trash Guard w/Down Pipe ° 60" 12"0 I 12" 4"OInlet 4"0Outlet Min. Inlet I Outlet Down Pipe Riser Pipe ° (Removable) -_-_-- 48"0 5" Insert Dome & Tww Here (Tee Opening to Face Side Wall) Section Thru Chamber Section Thru Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Vent Pipe. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, #5498331, #5725760, #5753115, #5849181. 4. Contact a Hydro Conduit representative for further details not listed on this drawing. Rinker 033 RIGHT-OF-WAY LINE 6" VARIES 3' MIN VARIES 0.FT.02 FT./ \ //\// \ MATCH EXISTING \\\\\% DRIVEWAY GRADE 2" CSTC for RESIDENTIAL 4" CSTC for COMMERCIAL CEMENT CONCRETE DRIVEWAY 6" THICK SECTION A -A PUBLIC WORKS i; DEPARTMENT RIGHT-OF-WAY LINE NOTES: �r 0 06 FINISH GRADE 12" MIN. FREE ch N v) cc x DRAINING GRANULAR 25 z z z S� U EX. GROUND m m 8" CAP UNIT— 1'-0" a a 4 Q SOIL o SO CS, o 0 .... to to Cn N X RETAINED m m m m m a t BACKFILL Q o Q o 0 0 TENSAR DC1200 v t DRAINAGE COMPOSITE STANDARD KEYSTONE UNIT W 4" PERFORATED m m m m 8" MIN. SUBDRAIN (SEE DETAIL) %to d t) n► . Z 6" 12' COMPACTED WELL --DRAINING GRANULAR FILI, BASE OVER GEOTEXTILE FASRC ; 0 NOTE: ALL KEYSTONE GRAVITY WALLS OVER 4' IN HEIGHT REOUIRE CD O O DESIGN BY A GEOTECHNICAL AND/OR STRUCTURAL ENC�NEER. N KEYSTONE GRAVITY RETAINING WALL, W N N (H=4' MAX) Z 0 _. In NOT TO SCALE Q Q CV W W 04 P - --- SIDEWALK --- PLANTING STRIP, IF ANY. SEE CURB DETAIL DRAWING 3-4 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID —WIDTH. SEE KCRS SEC, 3.04. 2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4. 3. CONCRETE SHALL BE CEMENT CONC. CLASS 3000 WITH 4% TO 6% AIR ENTRAINMENT. 4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER. CURB & GUTTER SECTION DRIVEWAY DWG. 3-6 NO. J - W 0 W W AIL O J04 W `"' UO 0)Z r- Q J O LL N W cr> IllN14 J �C OT V�LLJ CO 0 w d 0 C V Q rn N °1 1 :E Z m a 3 m o M a o, o O W Z 0 V) z X Q CL ® ~ Z w LL1 g Q N O N 00&0 z Z Z7 N 0-)(0 ( 00 I R Z wW Z Is Ln N N00 W Y�� 0V) SdV _J J 2 C9 ' CALL BEFORE YOU DIG . :< Z LU 1-800-424-5555 A_ d'� Jv PERMIT NO, 07-- 9 02038-- 00--EN . GO�'� CITY OF FEDERAL WA Y L APPROVED BY. z � s o ' DA TE: 0 ♦e I U I C O -6 I 00 N N X co Li I — co w G' I I ai a V cn N N 00 0 0 N \ \ ai E 6 0 I 00 N i d- N 0 0 0 N i v- X U) W I- V) W OJ V V)