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Home My WebLink AboutAB-3838L LI W < Q 0 0 U LLJ0 a- L a d J r) y m L1J J 0 Z Ld LLJ TRANSFORMER N.--\ ELECT CABINET S_ r#Q, r `NO PARYENG`'--i "STOP AHEAD' WIRES DOWN N.---, TRANSFORMER S. ELECT CABINET S. tip I SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDLE RIDGE WILLI M'S SUNNY SLOPES OL. 73, PG. 73 CON(- WALL IS .LIGE IS SHED EAVE IS ON � - F(7UND (TYTI) 0.2'S. CIF I SHED F . VE IS FENCE 1S- 0.2'E. x 0.3'N. nF SEP .F CORNETS IS \ 3'WI. C* 1,o, {�F lt' 1.3' OF k , -HED CORNER.. IS 0.1'N, OF \ PROP CORNER FENCE CORNER IS •.r --FENCE IS 11.1'14 x 0.5'W1. FOUND 1 1,)'2" POPT EAVE _ t?;9'S_ []Ft ,r. r OF PR OP CC�ii1I ri t'^ r, r�'C 5 CLF 5'*f#+t]F X = CL. ` N6877'43 "W 3.58.866 NEI+ 30' 2"CONC S-398.01 SHED 2"CONC N=397,42 FENCE Gs3RNEIZ IS FENCE CORNER IS- 0. 5- 1-1 ON 0.2'S. OF J3HOU Ir I &L HOU N89:31'46"W 55©' h ; �c f _' ',�� 01 ' 4"PVC - - Ir -01R O.1'W OF STAND PIPE FOUND (TYP) �12E, OF © \, X —x 7c- a IND%4 7 ;� y#F -4, �. M —(FENCE IS 7 z 1-0 I" FOUND (TYIP) •y - - _ _ - _ ` /// ,` �� ,, ` Al PROP CC?RNE'R OXW, W, OF T \ „� ♦ 1, \ L ♦ - t.� -AT `1ALSbti 410- t � jp WUF IEN1?' PARCEL A _ )j '. - 4038 - - - PARCEL B CITY OF RENTON 40'• -406 LOT LINE ADJUSTMENT LUA14-000250 y� - RECORDED UNDER RECORDING NUMBER 20140606900004 �aT RECORDS OF KING COUNTY, WA w 12"PVC S=382.98 "NO PARk i i 'r• � `:fit � _ -- 12"PVC N=382.74 , PARCEL B rENCE co 1 X1.2' W. OF 'FL `J1 RlZON CAI( LOT B E KING COUNTY " TESTAMENTARY DIVISION �% , "25 MPH" NO, 1_08M0034. LP X 1 1 + - DF h ,t REC. NO. 20080812900004 , f - ! III + .' • f-- wooCEI3RIS 12"CONC S=379. 4-- SIa1 D+ ; 6CPP SSE=378.67 - i ' FENCE IS 6" CPP _ , L _ � r• . . � _ _ _ � U.1 G OF k RIM=37$.6 WOOD - 18"CMP N=375. l II `. ~-� t l` V8RIS _ - 818""CMP SE=375.. II I ', r 332 3 IIF °I€��,_ _. _ z _ •, b �, FENCE IS MC IMPRE HOMESITES DEER ?t- USE �t I \ ° 0-1,W, r ' VOL. 58, PG. 82, CB T-1 `,'4 REC. NO. 4807436 RIM=37 .49 GA13AtC.E - �. g' IOOD 12"CONC N=3 3.44 s, DEBRIS a 18"CMP NW= 73.14 , 380' a 3>6 18"CMP S=373.14 _ - - - - - - - - - 4 r HORSE 7 � - �A+IaTEIT13AILER STtfi LI1�14Tr '� ^" '�I 374, _ � ' ' + I a C MAF?( I WELL 11'1�1dIP 1SHED FOUND CONCRETE {ENT - o OTH PUNCHED 3/8" Bit L PLUG, ' � ', II � w ,� � '• � � +' DOWN 1.2' IN ") ENT CASE/ FCxIN{aTom) f}.3'P1, x (J.1'E. ( , r�`. 0.00 F 142 �R z 11181IJE7 N. N887742'W 624.12' 1 -LEC c G mp Is12'CONC N=371.67 - F LNCE 1`) 0.51 q uF t1' r C1P rl CB T-1 " RIM=372.91 \ t3F, i '_ r• Ir 12"CONC E=370.21 is 18"CMP N=370.01 ' �L •aTOF'o li 18 CM[' 5=370.01 a ,r TELE. COMM o it C:AMNEN T z °' - ORES DOWN E. (+ a _ TRANSF0PMFR W f! SEI UMPEN G9§0G r rti Call 2 Working Days More You big 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 Cr Y COMMENTS 11.13.14 D.R. STRONG 2 - CITY COMMENTS CONSUL TING ENGINEERS 3 Cmr COMMENTS 4 MIYLARS ENGINEERS PLANNERS SURVEYORS 629 7TH AVENUE, KIRKLAND, WA 98033 I'll 0. REVISION 0425827.3063 F425,9272423 4NCE tS FL NUE t`, — 0.3'19. OF � t:}, 3'PJ t7F F � 4 — 11�I I1dl.? {Irl r rs f •(7I,f, r�r'�p1.1Cs� AS II3U ILT M &I 02.13.15 MAJ "Y": wS Merl 05.19.15 kW D€ CNED; YLP MAd 07.13.15 M AJ MIAd 07.23.15 M AJ DRAwNYLP STREET LIGHT CONTROL BOX x FIRE HYDRANT CHECKED; Mow �} BY DATE DATE - APPRD APPROVED: M+lAll SC�L� �J�✓/�S� gxlwi' I'6IkI JJ it 11 it H 10 SDCB SDCB RIM=371.38 RIM=370.44 18"CMP E,S=367,30 rl 18"CMP N=367.71 18'CMP E=367.68 = 18"CMP W=367.64 it II II SE 743RD ST II II II II SDCB RIM=373.56 II L 18"CMP N=366,37 II 18"CMP S=366.35 '7 I 7 j 71 � SDCB RIM=3 RIM=369.51 W,/ 24" CMP STAND PIPE POMP 12"RCP E=N,/A VAM1.i1 � '``� ' �. 18"CMP SE=364.11 = - 18 CMP W=364.07 SE 744TH ST - 8"N,NW- 355.139 12"(:TR CHANNEL -355.29 [`--rouND 4"r4" CONCPETE MONUMENT 12`E (IN) WITH PUNCHED 2" BRASS DISK 12"S (OUT) STAMPED 'LS 36892" DOWN 0.7' IN MONUMENT CASE SURVEYOR'S NOTES LEGEND: 0-1 SECTION CORNER AS NOTED K QUARTER SECTION CORNER AS NOTED FOUND MONUMENT AS NOTED FOUND 1/2- REBAR WITH RED PLASTIC CAP STAMPED "CNW 40016" (TYP) EXCEPT AS NOTED OTHERWISE NAVD 88 PER CITY OF RENTON VER77CAL CONTROL HORIZON TA DA TUM: NAD 1983191 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N8$;37'40"W ALONG THE SOUTH LINE OF 7HE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN PTLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NO. 4220-2173612 DATED OCTOBER 3O, 2013 IN PREPARING THIS MAIP, D.R. STRONG CONSUL77NG ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT RTLE SEARCH NOR IS D.R. STRONG CONSUL77NG ENGINEERS INC. AWARE OF ANY T77LE ISSUES AFFEC77NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT D.R. STRONG CONSUL77NG ENGINEERS INC. HAS RELIED W 40LLY ON FIRST AMERICAN 777LE COMPANY REPRESENTATIONS OF THE 777LE'S COND177ON TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL 77NG ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT 2. THIS SURLY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT COND177ONS EXISTING ON JANUARY 31, 2014. ALL SURVEY CONTROL INDICA7ED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2074. J. PROPERTY AREA = 383126± SQUARE FEET (8, 79541 ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA77ON AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS 6. U77LI77ES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE ONLY THOSE U77LI77ES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCA T70NS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNEC77ONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE U77LITY LOCA77ONS BUT MAY CONTAIN BENDS OR CURVES NOT SHO WN. SOME UNDERGROUND L OCA 77ONS SHOWN HEREON MA Y HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL77NG ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS, NORTH GRAPHIC SCALE 0 25 50 100 I�III 1 INCH= 50 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY:.. Date: SCALE: VERiIIAL: AD 1, 3/1 � b T Y Q F THE ENCLAVE A T BRIDLE RIDGE 1 a.03.14 AS NOTED HORI2DNTAL: NAD 1983/1941 a� f FIELOBCIOK: =� E T NPAGE: EXISTING TOPOGRAPHY D••RAWING NO' ONE INCH I At FULL SCALE Planning/Building/Public Works Dept. C2 kF NOT ONE INCH f '140 /� SCALE ACCORDINGLY U 5368 U VV tJ SiiFr`. is 2 OF: 29 C f Z- -2 $ QRS PROJECT N O. 13117 1AHNINININIAV C') PROPERTY LINE SOIL TEST PIT o_n ROAD SIGNAGE ® POWER METER -� POWER POLE C GUY ANCHOR I�--g STREET LIGHT STREET LIGHT CONTROL BOX x FIRE HYDRANT D4 WATER VALVE Y CATCH BASIN ;n STORM DRAIN MANHOLE SANITARY SEWER MANHOLE ELECTRIC METER \ DECIDUOUS TREE (0) ' EVERGREEN TREE (F) CFS CHAINLINK FENCE WDF WOOD FENCE yy€ WIRE FENCE - - - SANITARY SEWER LINE STORM LINE - OF OVERHEAD POWER TELECOMMUNICATIONS a GAS PAINT w - WATER PAINT �- ��• EDGE OF PAVEMENT LEGAL DESCRIPTION: PARCEL A: PARCEL 8 CITY OF RENTON LOT LINE ADJUSTMENT LUA14-000250, RECORDED UNDER RECORDING NUMBER 20140606900004, RECORDS OF KING COUNTY, WA. PARCEL B.- .LOT LOTB OF ICING COUNTY TESTAMENTARY DIVISION NO.: L08M0034, RECORDED AUGUST 12, 2008 UNDER RECORDING NO. 20080812900004, KING COUNTY, WASHINGTON. BEING NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., KING COUNTY WASHINGTON: LESS NORTH 100 FEET OF THE WEST 440 FEET ITER 77 CAL DA TUM: NAVD 88 PER CITY OF RENTON VER77CAL CONTROL HORIZON TA DA TUM: NAD 1983191 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N8$;37'40"W ALONG THE SOUTH LINE OF 7HE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN PTLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE ORDER NO. 4220-2173612 DATED OCTOBER 3O, 2013 IN PREPARING THIS MAIP, D.R. STRONG CONSUL77NG ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT RTLE SEARCH NOR IS D.R. STRONG CONSUL77NG ENGINEERS INC. AWARE OF ANY T77LE ISSUES AFFEC77NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT D.R. STRONG CONSUL77NG ENGINEERS INC. HAS RELIED W 40LLY ON FIRST AMERICAN 777LE COMPANY REPRESENTATIONS OF THE 777LE'S COND177ON TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL 77NG ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT 2. THIS SURLY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT COND177ONS EXISTING ON JANUARY 31, 2014. ALL SURVEY CONTROL INDICA7ED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2074. J. PROPERTY AREA = 383126± SQUARE FEET (8, 79541 ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA77ON AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS 6. U77LI77ES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE ONLY THOSE U77LI77ES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCA T70NS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNEC77ONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE U77LITY LOCA77ONS BUT MAY CONTAIN BENDS OR CURVES NOT SHO WN. SOME UNDERGROUND L OCA 77ONS SHOWN HEREON MA Y HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL77NG ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS, NORTH GRAPHIC SCALE 0 25 50 100 I�III 1 INCH= 50 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY:.. Date: SCALE: VERiIIAL: AD 1, 3/1 � b T Y Q F THE ENCLAVE A T BRIDLE RIDGE 1 a.03.14 AS NOTED HORI2DNTAL: NAD 1983/1941 a� f FIELOBCIOK: =� E T NPAGE: EXISTING TOPOGRAPHY D••RAWING NO' ONE INCH I At FULL SCALE Planning/Building/Public Works Dept. C2 kF NOT ONE INCH f '140 /� SCALE ACCORDINGLY U 5368 U VV tJ SiiFr`. is 2 OF: 29 C f Z- -2 $ QRS PROJECT N O. 13117 1AHNINININIAV C') 2 Z 0 C m m C o_n 100m CD m 2 Z 0 C m m i o_n CD ro � Dz x ,7 Y ;n i r CLU L z Z Cc C a 0 DO LU cc = 0- a¢ w o� �z = z¢g a 15 . a m W �¢ U C . O a C LL rrm a 0 LL � 1 1 a t. r< 0 w SNI u� wm a- Q w m _2 wzz m a o ED U W o 0 O 0 d CE 2 1 a F- < 0 LU m >L U N w L.L 0 25' REAR YARD � a¢y om J TYPICAL BSBL o° ccEE - THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVAT70N = 547.94 FEET. MAJ J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG MYLARS AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE, ELEVATION = 372.34 FEET. oI BASIS OF BEARINGS.• DRAWN YLP N8837'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER 0 LiJ UNPLATTED LL N can I I CLU L z Z Cc C a 0 DO LU cc = 0- a¢ w o� �z = z¢g a 15 . a m W �¢ U C . O a C LL rrm a 0 LL � 1 1 a t. r< 0 w SNI u� wm a- Q w m _2 wzz m a o ED U W o 0 O 0 d CE 2 1 N O 0 I Q 30' FRONT YARD SETBACK (TYP.) i- - - - � r - - - - - 20' SIDE YARD I STREET SETBACK (TYP.) 1 I I (Ndd_2217"W C.O.R.) N88'22'10"W CALC. 10 11 `v (2623.87' REF. 3) 15 1 (2623.86' C.O.R.) CITY OF RENTON CONTROL MONUMENT NO. 1852, MONUMENT NOT SEARCHED FOR, HELD POSI T70N PER CITY OF REN TON/REF. 3 CITY OF RENTON CONTROL MONUMENT NO. 1851, MONUMENT NOT SEARCHED FOR, HELD POSITION PER CITY OF REN TON/REF. 3 w LLJ a F- < 0 LU m >L U N w L.L O 25' REAR YARD � a¢y om J TYPICAL BSBL 0 1 L=81.40' - THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVAT70N = 547.94 FEET. MAJ J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG N O 0 I Q 30' FRONT YARD SETBACK (TYP.) i- - - - � r - - - - - 20' SIDE YARD I STREET SETBACK (TYP.) 1 I I (Ndd_2217"W C.O.R.) N88'22'10"W CALC. 10 11 `v (2623.87' REF. 3) 15 1 (2623.86' C.O.R.) CITY OF RENTON CONTROL MONUMENT NO. 1852, MONUMENT NOT SEARCHED FOR, HELD POSI T70N PER CITY OF REN TON/REF. 3 CITY OF RENTON CONTROL MONUMENT NO. 1851, MONUMENT NOT SEARCHED FOR, HELD POSITION PER CITY OF REN TON/REF. 3 w LLJ I �.I 5' SIDE YARD < I- I I SETBACK (TYP.) C) - - - - - U N w L.L 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" O 25' REAR YARD LJJ I SETBACK (TYP.) J TYPICAL BSBL 0 1 L=81.40' - THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVAT70N = 547.94 FEET. MAJ J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG MYLARS AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE, ELEVATION = 372.34 FEET. oI BASIS OF BEARINGS.• DRAWN YLP N8837'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER W LiJ UNPLATTED > N Q o 2 J REVISION U 13 Z I Lj 10 0 0 + 23 0 10 (N88'21'19"W REF. 3) N88'21'12"W CALC. 2622.48' REF. 3 HELD 91'09'30"-____1 PER REF. 3 11 _� FOUND PUNCHED BRASS PLUG SET IN CONCRETE 2640.37' '18"E FLUSH WITH ROAD SURFACE 2640.3 0 ;30.01 0 + CR 1 � 0-'00 a CR - W 00 rn i oL6 2 LO 0 uj � l W Q) O I -60' - TOW SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDLE RIDGE N88'17' 43"W I 264.96' N88'17'43"'W 358.86' 95.66' ---- -- rn _ _ _ _ _ _ / ADA COMPLIANT SIDEWALK TIEDOWN RAMP; SEE DETAIL, SHEET C9 LJ I I I FOUND (TYP) 0.2 6 ,/ 'E' 1-16 UNIT (TYPE 3) N 8,190 S. I I 8, 98 F. S. F. l l 12, 5 6 F. S. OF N. D. C. B. U. MAILBOX 8,190 S. F F I / N89 31 '46 "W 5.50' N. D. C. B. V. L OCA TION Z I I 1 SEE DETAIL SHEET C10 I I I I 1 - - - 47' c- R=6220.555300' - - - - - --� i- - - - - - 4= '" < / / L=21.97' N68'1 8,10 W 246 10 / -1 -2 - _� CoQ 66' = s• 4,°c / �:,.:. 1 �cq 8,346 S.F. 0 11+00 --. _ 12+00 -�- 26. 5' ._. _ _ .:.. _ 13+00 I ' _ '- I -F 458, �6 - I 14+00 - .... � �\ � � - - - - -1 OT , - J CR- S88'17 43 E -� - + - - 3 _.. 26 5' 2 SE 6TH ST Nx t L=85.19' .1'�`` 1 `\ t' �� 8,050 S. F. R=55.00' �� )r ` ? -----� r----- �. 1 ;� Imo, I I ------ T------ r------ 88'44'39" i } I I I I I -, ,---Ir I3 I 1 1 1 1 1 1 l I 1 L - --J 9,539 1S.F. 1 8,050 � S.F. I B, o 09 S. F ► 28 I 27 26- v� I8, 050 S. F I I^ I I I I 8, 683 S. F. I 9,168 S. F.to I I I W I I -- - - - -I I- JI L_---- I I------ I I I I I� o 81052 S. F. I 10' PRI VATS----- I r------- SD EASEMENT 0 50' -- 7 0 -- 700 - - - - 7 ---- - - - - - - - J 2 I I 7. 8.42' J - i- - - - I I I ----- ------ �I -� 1 r - - - - - I I I 8 E0 1 8,052 S. F. Ld I 9220E �I 21 I 22 I 23 _ 8, 050 S.F. I 8, 050 S.F. I �� 25 � I I 5.5' DEDICATION I I 1 I 8, 050 S.F. I 8, 683 S. F. I 9, 533 S. F. I i - - - J I 1 1 I ----- c------� I------� I----- I 1 _ I CR -9, 1 I to - 1-16 UNIT (TYPE �3 I ri I N.D. Com. MAI - - - - - J , i 11,E .'UNPLATTED EX. DRI VEWA Y TO BE f N.D.C. B. V. L OCA Tl D co ABANDONED AND REMOVED; ' SEE DETAIL SHEET 10 "�o 60�6.'� 7 N I 52 REPLACE WITH ONTAGE - i0.� 75.50' L� ; 1 o I IMPROVEMENTS (INCLUDING .... _ p r\ I CURB, PLANTER, AND 4 -_ _ .�.. - _ :..26.5_ ....__ - _- .:.._- .-....._ f _ :. „=- :W } _ �n SIDEWALK) MA TCHING 31+00 - - -- - -- ADJACENT LOCATION -�-- - 32+00 - - �_ .. - _- _ - _ .. CR -8 + S88�'143 E -+ - - 3--� 00 - 33+00 _ _ Q - -�. i _8 35+ UNPLATTED J �yf ;,. - _ _ 7TH PL cR-10 -----� _ 70.00 75.00 1 �1...`3 o �Q 60.45' o 039-9g' 8, 052 S. F. �� > I'Il0 0 38.73' F_ 15' PUBLIC SDI I- �r - 19 1 I 18 I I I I' EASEMENT I I T75._U2'- - 9,251 S. F. I B.OSO S. F. I8.0501 7 I 16 11" 11 15 I I S. F. 8, 625 S. F. 0 1 14 g - - - - - - 1I I I I I I I 8,398 S. F. I 9, 266 S. F. i 2 I'S �" 5[>( I I I I - J I I I 1 I I I o I 8,051 S. F. -----------�---- I I L - - - - - J I----- J f I I HAMMERHEAD TURNAROUND; °7 70 I I + L J PER DETAIL, SHEET C11 VERTICAL DATUM: 7 00 73. 3 4' NAVD 88 PER CITY OF RENTON VERTICAL CONTROL TT5:U1'- - BENCHMARK: SCALE AS NOTED 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" 2 BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND MAJ 148TH PLACE SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) FOUND /� 0.1'S. x O.O'E. 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE AKA OF PROP CORNER 1 L=81.40' - THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVAT70N = 547.94 FEET. MAJ J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG MYLARS AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE, ELEVATION = 372.34 FEET. R=150.00' BASIS OF BEARINGS.• DRAWN YLP N8837'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER 6 KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. UNPLATTED 31 '05'29 „ II .'UNPLATTED EX. DRI VEWA Y TO BE f N.D.C. B. V. L OCA Tl D co ABANDONED AND REMOVED; ' SEE DETAIL SHEET 10 "�o 60�6.'� 7 N I 52 REPLACE WITH ONTAGE - i0.� 75.50' L� ; 1 o I IMPROVEMENTS (INCLUDING .... _ p r\ I CURB, PLANTER, AND 4 -_ _ .�.. - _ :..26.5_ ....__ - _- .:.._- .-....._ f _ :. „=- :W } _ �n SIDEWALK) MA TCHING 31+00 - - -- - -- ADJACENT LOCATION -�-- - 32+00 - - �_ .. - _- _ - _ .. CR -8 + S88�'143 E -+ - - 3--� 00 - 33+00 _ _ Q - -�. i _8 35+ UNPLATTED J �yf ;,. - _ _ 7TH PL cR-10 -----� _ 70.00 75.00 1 �1...`3 o �Q 60.45' o 039-9g' 8, 052 S. F. �� > I'Il0 0 38.73' F_ 15' PUBLIC SDI I- �r - 19 1 I 18 I I I I' EASEMENT I I T75._U2'- - 9,251 S. F. I B.OSO S. F. I8.0501 7 I 16 11" 11 15 I I S. F. 8, 625 S. F. 0 1 14 g - - - - - - 1I I I I I I I 8,398 S. F. I 9, 266 S. F. i 2 I'S �" 5[>( I I I I - J I I I 1 I I I o I 8,051 S. F. -----------�---- I I L - - - - - J I----- J f I I HAMMERHEAD TURNAROUND; °7 70 I I + L J PER DETAIL, SHEET C11 FOUND CONCRETE MONUMENT WITH TACK & LEAD IN 2" IRON PIPE, DOWN 1.5, IN MONUMENT CASE _ N8877'40" N88,7'40"W SE 144TH STREET 130910 - 478.54' I � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) i D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLA ND, WA 98033 O 425.827.3063 F 425.827.2423 FOUND CONCRETE MONUMENT WITH 3/8" BRASS PLUG DOWN 1.0' IN MONUMENT CASE _ _ n N88 37'40 U 830.08' FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK STAMPED: T23N 3 14 I 13 - 23 / 24 LJ �4 R5E 1438 DOWN 1. 1, IN MONUMENT CASE. 1 340.57' 7 00 73. 3 4' o TT5:U1'- - SURVEYED: SJS SCALE AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1 ATILIM 2 CITY COMMENTS MAJ 05.19.15 MAJ DESIGNED: YLP 3 1 L=81.40' MAJ 07.13.15 MAJ 4 MYLARS MAJ R=150.00' MAJ DRAWN YLP ONEINCH 6 LOT 10 DRIVEWAY AS-BUILTS MAJ 31 '05'29 „ II ; : ly - I TRF,CT C REVISION 'A�� 13 APPR \ ', 12 10 MAINTENANCE ONLY TRACT `� I 11,170 S.F. �r 1 `, 1�� I -P ' ,., 10,479 S. F. I L = 9.18' ACCESS STORM DRAINAGE 32,174 S.F. I 15' PUBLIC 1 _ l 'r I KING COUNTY SHORT R = 25.00' CR- 10 EASEMENT 1 12+45.54 L = 10.07' 'LIC ISS PLAT NO. 475J42, FOUND TYP 0.3'N. x 0.1F d = 2J'04'26 _SD _ _ - - _ `,� , ��S2;N REC. NO 7508250475 OFPROP CORNER"'�=T-I 338 5 ' --� $ N -ADA COMPLIANT SIDEWALK TIEDOWN N882742"W 624.12' - ..... - RAMP; SEE DETAIL, SHEET C9 TEMPORARY HAMMERHEAD TURNAROUND1V - STA. 46+53.04 EASEMENT, SEE TEMPORARY HAMMERHEAD 2 FOUND ( T rP) 0.1 'W. x 0.0 N FOUND CONCRETE MONUMENT TURNAROUND EASEMENT NOTE SHEET C11 15.80' WITH PUNCHED 3/8" BRASS PLUG, S3038'33"E OF PROP CORNER DOWN 1.2' IN MONUMENT CASE ` FOUND CONCRETE MONUMENT WITH TACK & LEAD IN 2" IRON PIPE, DOWN 1.5, IN MONUMENT CASE _ N8877'40" N88,7'40"W SE 144TH STREET 130910 - 478.54' I � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) i D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLA ND, WA 98033 O 425.827.3063 F 425.827.2423 FOUND CONCRETE MONUMENT WITH 3/8" BRASS PLUG DOWN 1.0' IN MONUMENT CASE _ _ n N88 37'40 U 830.08' FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK STAMPED: T23N 3 14 I 13 - 23 / 24 LJ �4 R5E 1438 DOWN 1. 1, IN MONUMENT CASE. 1 CITY COMMENTS 11.13.14 MAJ 02.13.15 MAJ SURVEYED: SJS SCALE AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1 ATILIM 2 CITY COMMENTS MAJ 05.19.15 MAJ DESIGNED: YLP 3 CITY COMMENTS MAJ 07.13.15 MAJ 4 MYLARS MAJ 07.23.15 MAJ DRAWN YLP ONEINCH 6 LOT 10 DRIVEWAY AS-BUILTS MAJ 12.15.17 MAJ CHECKED, AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED MAJ ADA R = 35.00' CR- 1 d = 884624 " 1 L = 54.23' 52+32.76, R = 35.00' (,'%�-2 4 = 112'15'58" 10+47.99, L = 68.58' 3 R = 35.00' CR -3 d = 88'46 24" 4 L = 54.23' 30+47.99, R = 35.00' CR -4 4 = 112'15'58" 30+47.99, L = 68.58" 6 R = 25.00' CR -5 d = 114'19'47" 7 L = 49.89' 46+60.34, R = 25.00' CR- 6 d = 134 53'31 " 34+85.67, L = 58.86' 9 R = 25.00' CR- 7 d = 21 02'22„ 10 L = 9.18' 18+08.07, R = 25.00' CR -8 d = 210222" 18+08.07, L = 9.18' 33+84.98 R = 25.00' (;R- 9 I d = 23'04 26 " 14+22.04 L = 10.07' 13+91.04 R = 25.00' CR- 10 d = 23'04 26 " 12+45.54 L = 10.07' I R = 25.00' (;R- 11 d = 2J'04'26 46+81.35 L = 10.07' ADA RAMP TABLE RAMP NO. RAMP q STA. 1 2 52+32.76, 22.00' R 2 4-5 10+47.99, 13.93' L 3 7 10+4799, 10.45' R 4 9 30+47.99, 13.93' L 5 11 30+47.99, 10.45' R 6 13 47+21.86, 22.00' R 7 15 46+60.34, 22.00' R 8 17 34+85.67, 14.31' L 9 19 34+85.67, 9.84' R 10 21 18+08.07, 9.06' R 11 23 18+08.07, 13.00' L DRIVEWAY TABLE LOT NO. DRIVEWAY STA, 1 1J+46.40 2 13+ 77.40 3 14+46.48 4-5 15+01.15 6 15+44.01 7 15+75.01 8 16+84.01 9 17+15.01 11 18+55.01 12 19+26.56 13 19+28.49 14 34+21.54 15 33+90.54 16 32+74.04 17 32+43.04 18 31+7,3.04 19 31+03.04 20 J0+99.48 21 31+69.48 22 32+39.48 23 32+70.48 24 33+84.98 25 34+15.98 26 14+22.04 27 13+91.04 28 12+76.54 29 12+45.54 30 11+36.54 31 11+04.54 RACT "'A" (MAINTANENCE) 46+81.35 TA0 /N lS A 0 F *LOT 10 REVISED DRIVEWAY PER STD. PLAN 104.3• SEE SHEET C10 FOR DETAILS. O RAMP NO. STATIONING IS ALONG FLOWLINE OF CURB ADA RAMPS PER WSDOT STD. PLAN F-40.15-02 & F-45.10-01 SEE DETAIL, SHEET C10 MONUMENT STA TIONING SCHEDULE El 51+83.47 (156TH AVENUE SE) = 10+00.00 (SE 6TH STREET) 2❑ 14+58.56 (SE 6TH STREET) 30 15+43.75 (WAPATO PLACE SE) ® 17+73.01 (WAPATO PLACE SE) = 35+12.51 (SE 7TH PLACE) 5❑ 19+17.99 (WAPATO PLACE SE) © 19+99.39 (WAPATO PLACE SE) ❑7 49+00.40 (156TH AVENUE SE) = 30+00.00 (SE 7TH PLACE) NO TES Ol STREET SIGN PER CITY OF RENTON STD. PLAN G013 SEE SHEET C10 FOR DETAIL SEE SHEET C27 FOR LOCATION 02 TYPE 4 END OF ROADWAY OBJECT MARKER AND 'FUTURE ROAD EXTENSION" SIGN MOUNTED ON SINGLE POST. SEE SHEET C10 FOR DETAILS. C TY OF RENTON Planning/Building/Public Works Dept. N O FST H GRAPHIC SCALE 0 25 50 100 1 INCH = 50 FT. AS -BUILT 18+23.74 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date- CITY ate: THE ENCLAVE AT BRIDLE RIDGE HORIZONTAL AND VERTICAL CONTROL PLAN C3 U14005368 SHEET 3 DF 29 DRS PROJECT NO. 131171AHNINININ A1� 10.03.14 FIELD800K: PAGE: w Z CJ W O rCiCy- Ch N 0 d 0 LIJ r ff -7 Cell 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,NEI,0R WA) 142N0 PL A. Ll '(f Ll �i s auDR9_j D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.627.2423 SE 1/4 SECTION 14) FHE ENCLA TOWNSHIP 23 N, RANGE 5 E, 'EA T BRIDL E RIL e4x 1 _ CITY COMMENTS 111.13.14 MAJ 2 CITY COMMENTS MAJ 3 CITY COMMENTS MAJ 4 WYLARS MAJ N0. REVISION BY 2E2 2.13.15 MhJ SURVEYED`: 'c 5.14.15 MAIJ DESIGNED - YLP 7.13.15 " I 7.23.15 MAA DRAWN: YLP NET TREES: 200 CHECKED; MAJ MAJ DATE APPR APPR—O SCALE AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCOROINGLY VERTICAL: NAVA 1998 HORIZONTAL' NAD 19631991 I DA 7W +5225 6225 6228 6234 5415 14 TREE RETEN77ON CALCULA 77ONS TOTAL TREES ON SITE: 3073 DEAD, DISEASED OR DANGEROUS TREES 57 TREES IN RIGHT-OF-WAY 46 TREES IN PRIVATE ACCESS EASEMENTSITRACTS• 0 TREES IN CRI T7CAL AREAS AND BUFFERS. 0 NET TREES: 200 TREES TO BE RETAINED, REQUIRED: (200 X O.3) = 60 TREES TO BE RETAINED, PROPOSED: 35 REQUIRED REPLACEMENT INCHES. 300 REPLACEMENT TREES WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE PLANS. LEGEND x77?EES TO BE REMOVED 9 TREES TO BE SAVED DEAD, DISEASED OR DANGEROUS TREES (PER ARBORIST REPORT) TO BE REMOVED -rR,. r. IT'ra-ES x-1'1 fc O1•I}-� (v l �� to l Q i7� A�'� (677 4 0 A4 W l) \-,M o f C�4t�s.P R SNc. -S P" JDSV4 6 R,iL4[�+E9 TIMiE -r EMJ +� � � Gi �► eTS of �jjt>1 �'t p L L'O O Qxnff X*d- tar per-,�rovclf fir -1 - g � 71, //5 CITY OF RENTON Planning%Building f Public Warks Dept. 0 1-,), yz--; � y rA D l� C m T1 0 0 rn \S -BU LT Yrn c n � m IV(Z)FZTH GRAPHIC SCALE `2.0 40 80 MEW 1 INCH = 40 FT. THE ENCLAVE AT BRIDLE RIDGE 10.03.14 TREE RETENTION FLAN : C4 014005368 4 OF: 29 URS PROJECT NO. 13117 IAHNINFINkN A14 m rn m rA D l� C m T1 0 0 rn \S -BU LT Yrn c n � m IV(Z)FZTH GRAPHIC SCALE `2.0 40 80 MEW 1 INCH = 40 FT. THE ENCLAVE AT BRIDLE RIDGE 10.03.14 TREE RETENTION FLAN : C4 014005368 4 OF: 29 URS PROJECT NO. 13117 IAHNINFINkN A14 m w Z C) w 0 f m z C) 2 m 11 0 LyJ � A CD Cr � crI Cn .3 7 70 o � Q � r) �I�I �c cnm m D. W i Z W J 4 4 77 D. W i Z W J 4 w Z C.7 LLJ D O a 0- N h LL'EC'C; B1NT ,S 0 Q 0 INSTALL 6?YPAS§ LINE I < r J -NO PARKING"- Ill!■ LJJ J "STOP AHEAD'_ SURVEYED! sis 5.19.15 m DES+GNEU: YLP m MAJ 7.23.15 MAJ DRAWN: YLP SE 144TH ST WIRES DOWN N.-. bi TRANSFORMER S. APPROVED: MAJ ELECT CABINET S. INTERCEPTOR SWALE MTH ROCK CHECK DAM ... EVERY 50' m 0 CD -000--0- TREE PROTECTION FENCE W mow' .n OW. Jr "NO PARKING (SEE WA TER PLANS) REMOVED CB I PIM=376., , I8"CIUP N=.37.5 "DEER A-iN6' _. 1 11 MARI,. j M01- 1EI` T � f✓rr'.. �S PLUG, i NT CASE PL (�� / f1 " 1 r d,' a 1r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) F -t- r r A. WA O� 14NAL DER D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425, 827.3063 E 425- 827.2423 SE 7/4 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M. FHE ENCLA VE A T BRIDLE RIDGE 1 CITY COMMENTS 11.13.14 MAd 2 CITY COMMENTS MAJ 3 CITY COMMENTS MAJ 4 MYLARS MAJ N0. REVISION ,r 3I 2.13.15 MAJ SURVEYED! sis 5.19.15 MAJ DES+GNEU: YLP 7.13.15 MAJ 7.23.15 MAJ DRAWN: YLP SE 144TH ST CHECKED � DATE A P PP APPROVED: MAJ IEETS C8 AND AND DETAILS s`. AI t- AS NOTED ONE INCH AT FULL SCJkLE IF NOT 6NE INCM SCALE ACCORDINGLY ,lip STOP TELE, COMM. CABINEIST WIRES DC.1` .iN E. t TRANSFORMER W. SDC'.= RIM=371-38 ;:MP E,S= 367,30 SDCB RIM=373,56 BMP N=366.37 -MP S=366.35 SS( RIM =370, POWER VAULT SSMI RIM=369 Y 8**N,NW=355 8" 'R C'HAt,INEL=3'5-5.2`: 12"E (IN ) 12"S (CUT) Ek.ICn� N. fl Taal. R 70747A1 rl'. 19p . • y'9 i DATUM I up - 12"CONC N=371.67 CB T-1 RIM=372,91 12"CONC E=370.21 18"CMP N=370.01 1 "CMP S=3170.01 RIM=370.44 18"CIMP N=367.71 16„CMI' E=367.68 18"C,MP W=367.64. SE 143RD ST ......v�I�.�LI REINFORCED SILT FENCE RIM=.36Irt.51 W,rf 24" CMP ':STAND PIPE 12"RCF' t ---N/A 16"CMP SE= 364,11 . 1 8 CMP W=364.0'117 SE 144TH ST CONSTRUCTION SEQUENCE. 1. PRE -CONSTRUCTION MEETING: 2. POST SIGN KITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED N077CE OF CONSTRUCTION SIGN). J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMUL TANEOUSL Y W7 TH CLEARING AND GRADING FOR PROJECT DEVELOPMENT 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDA 77ONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND177ONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE KITH 7HE CITYS EROSION AND SEDIMENT CONTROL STANDARDS 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON KITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SCID ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DA YS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE NO TES: 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY COR INSPECTOR. 2. ALL ONSITE EXIS77NG IMPROVEMENTS TO BE REMOVED. THIS INCLUDES ALL ONSITE FENCES. SEDIMENT TRAP SLING SUMMARY: THE TRAP WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL WHICH REQUIRES 2,080 S.F. OF SURFACE AREA PER CFS OF INFLOW,- DEVELOPED 2 -YEAR STORM, 15 -MIN. TIME STEPS. CATCHMENT AREA. 2.63 AC. 2 -YEAR PEAK FLOW RATE .................. 0.676 CFS REQUIRED SURFACE AREA ..................... 1,406 S.F. PROVIDED SURFACE AREA ..................... 1,600 S.F. TESC LEGEND CONSTRUCTION LIMITS POND FENCE IS REQUIRED DURING CONSTRUCTION. SEE SHEET C19 FOR DETAILS. -Not-pp- FnUND 4"Y4" CONC,REFE MsUNU1v M C) F-:;ZT H WI I H PUNCHED 2" BRASS DISK, STAMPED IS 38892" GRAPHIC SCALE DOWN 0.7' IN MONUMENT CASE OL 20 40 80 CITY OF 1 INCH= 40 FT AS- BU ILT ECOMMENDED FOR APPOVAL BY ` Date: 717-4f _ BY: Date: BY: Date: BY: ' - Date: -7 THE ENCLAVE AT BRIDLE FRIDGE 10.03.14 I N T U NPAGE: -- CLEARING AND TESL PLAN DRAWING NO: Planning/Building/Public Warks Dept. C U 1400536 8 �"��`: 6 �` zs " ` '► ' ,, QRS PROJECT NO. 13117 IAHNNNINIAII4 REINFORCED SILT FENCE M w ao � o n Q .p STABILIZED CONSTRUCTION ENTRANCE DG DUST CONTROL J411 MULCHING, MATTING, & COMPOST BLANKETS 0 INLET PROTECT70N PS PERMANENT SEEDING AND PLANTING '.� STREET SWEEPING & VACUUMING . INTERCEPTOR SWALE MTH ROCK CHECK DAM ... EVERY 50' m 12" TEMPORARY CULVERT CD -000--0- TREE PROTECTION FENCE REMOVE EXIS77NG STRUCTURE L REMOVE EXISTING U77LITY ELEMENT x TREE TO BE REMOVED FENCE NO TE: POND FENCE IS REQUIRED DURING CONSTRUCTION. SEE SHEET C19 FOR DETAILS. -Not-pp- FnUND 4"Y4" CONC,REFE MsUNU1v M C) F-:;ZT H WI I H PUNCHED 2" BRASS DISK, STAMPED IS 38892" GRAPHIC SCALE DOWN 0.7' IN MONUMENT CASE OL 20 40 80 CITY OF 1 INCH= 40 FT AS- BU ILT ECOMMENDED FOR APPOVAL BY ` Date: 717-4f _ BY: Date: BY: Date: BY: ' - Date: -7 THE ENCLAVE AT BRIDLE FRIDGE 10.03.14 I N T U NPAGE: -- CLEARING AND TESL PLAN DRAWING NO: Planning/Building/Public Warks Dept. C U 1400536 8 �"��`: 6 �` zs " ` '► ' ,, QRS PROJECT NO. 13117 IAHNNNINIAII4 I i m M w ao � z C .p Z m I i m M w ao � .p Z > C F rb r ' z 8 C m CD m i m I i 0 n w ao � X) i Ery > C F rb r ' P C:) CD a cry [T! I i C X) i T1_ 0 C 0 r LLI Q j LLU `7 0 LY LU J ry m Ld J 0 z Li L d 1 JOINTS IN FILTER FABRIC SHALL BE SPLIOED AT POSTS -USE STAPLES. WIRE RINGS, OR EQUIVALENT TO ATTAC" FABRIC TO POSTS.. L U), 9e0SIEVE SIZE (MW O15MM) FOR SILT FILM POST SPACING MAY M INCREASED Se100 ME51ZE 0-36 OXWAA FOR OTHER FABRICS TO IT IF WIRE BACKING 15 USED Ek n2 SEL. 1 ME NIMIMA 2'.2' BY 14 GE. WIRE OR EQUIVALENT. IF STANOARD STRENOTH FABRIC USED FII,.I ER FA MINEALIM A`t4TRENCH BACKFILL TRENCH NAT! r NATIVE SOIL 2'.4' WOOD POSTS, STEEL FENCE POSTS, REHAR. OR EQUIVALENT NOTES L CONDITION OF USE 1 1, SLT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2,1. THE GEOIEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 2.2. STANDARD STRENGTH rABTIC REQUIRES WIRE BACKING TO INCREASE TI IE STRENGTH OF THE FEhICE, WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE StIALL NOT BE STEEPER THAN 2H:iV 2.A,IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE: REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED MID SECURE IN A TRENCH TI IAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL 01) THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. 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 THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH, 3.5, IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED, STD. PLAN - 214.00 PUBLIC WORKS SILT PENCE DEPARTMENT 1vIARCIi 2608 ROCK MUST COMPLETELY COVER TI IE BO IT CIM) AND SID ES OF THE. 01 TOP Is, MRN. pD l� 24` MEJ. L 2:1 SLOPES 74" ROCK I.. THF DISTANCE S T E SU THAT POINTS S ANC SUCH A AMC B ARE OF EQUAL ELEVATION SEI I; II! II-SII-�1�,;,lllli I I I III I i -i I -- 1_1 I LE)III ¢=- I NOTES 1, CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS - 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT, 2. MAINTENANCE STANDARDS 2,1, ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL RE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET, G '- STA, PIAN - 217.40 *� + PUBLIC WORKS CHECK DAMS SPACING AND DEPARTMENT CROSS SECTIONS • � >UInRCII zaaa Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,N'D,OR,WA) A. SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDLE RIDGE gy 9 m QFtRlEWAYS SHALL BE PAVED TO THE FDO€ OF R -O -W PRIOR TO INSTA,ILATION OF THE DAMAGING ORUCTION A4t]tt7 RE ROAD'NAY IT IS RECOMMENDED THAT THE R = 2S' MIN, T ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF TI$ PAD INSTALL DRTVEWJ IS A ROADSIDE DI PER OfY ROAD S 33,E 12 - MRI. THICKNESS T PROVI0EFLAL'NIbTH17F NOTES. INGRES&EGRESS AREA 1. CONDITION CIF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRA.BTENSILE STREBNGIH ASTM D4;S1j U), 9e0SIEVE SIZE (MW O15MM) FOR SILT FILM AOS iASFM 13475 A} Se100 ME51ZE 0-36 OXWAA FOR OTHER FABRICS WATER PEAMir fVITY ASTM M1 Ek n2 SEL. 1 ME NIMIMA GRAD 1 ENSILE S I RENCH I IAS I M 003ZI 1609 RS, MIN, I V RA $T RFIrGfi F ARRC MAJ ;00 LES. MIN. FOR STANDARD STRENGHT FA ERIC OR GRAB FENS) LF ELONGA ROW ASIM 04632)30% MAX . ULTRAVI OtA TE RE515 TANCE ASTIV D4355) "441 N. 2.2. STANDARD STRENGTH rABTIC REQUIRES WIRE BACKING TO INCREASE TI IE STRENGTH OF THE FEhICE, WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE StIALL NOT BE STEEPER THAN 2H:iV 2.A,IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE: REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED MID SECURE IN A TRENCH TI IAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL 01) THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. 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 THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH, 3.5, IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED, STD. PLAN - 214.00 PUBLIC WORKS SILT PENCE DEPARTMENT 1vIARCIi 2608 ROCK MUST COMPLETELY COVER TI IE BO IT CIM) AND SID ES OF THE. 01 TOP Is, MRN. pD l� 24` MEJ. L 2:1 SLOPES 74" ROCK I.. THF DISTANCE S T E SU THAT POINTS S ANC SUCH A AMC B ARE OF EQUAL ELEVATION SEI I; II! II-SII-�1�,;,lllli I I I III I i -i I -- 1_1 I LE)III ¢=- I NOTES 1, CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS - 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT, 2. MAINTENANCE STANDARDS 2,1, ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL RE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET, G '- STA, PIAN - 217.40 *� + PUBLIC WORKS CHECK DAMS SPACING AND DEPARTMENT CROSS SECTIONS • � >UInRCII zaaa Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,N'D,OR,WA) A. SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDLE RIDGE gy 9 m QFtRlEWAYS SHALL BE PAVED TO THE FDO€ OF R -O -W PRIOR TO INSTA,ILATION OF THE DAMAGING ORUCTION A4t]tt7 RE ROAD'NAY IT IS RECOMMENDED THAT THE R = 2S' MIN, T ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF TI$ PAD INSTALL DRTVEWJ IS A ROADSIDE DI PER OfY ROAD S 33,E 12 - MRI. THICKNESS T PROVI0EFLAL'NIbTH17F NOTES. INGRES&EGRESS AREA 1. CONDITION CIF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRA.BTENSILE STREBNGIH ASTM D4;S1j 2W PSI MIN, GRAB TENSILE ELONGATION ASTM D4632) 30% MAX. 'MULLEN"ST STRENGTH ASTMD378GBDA 400 PSI MI N. AGS(AS IMU4751) 20-45 JU.S. STAN DARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WI TH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENLANG SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2,3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 11. QUARRY SPALLS $HALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2- IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS .MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3.3, ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING, THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABI, IZE❑ ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT' NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED- THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. .��. PUBLIC WORKS STABILIZED STA. PLAN - 215.10 2 tv't, DEPARTMENT CONSTRUCTION ENTRANCE MARCIT 2008 EROSION CONTROL NOTES & SPECIFI CA TIONS S" MLAIC DRAINAGE GRATE TRIM GRATE FRAME s ` q a p SEDIMENT AND DEBRIS OVERFLOW BYPASS r r � BELOW INLET GRATE DEVICE FILTERED WATER p 6 SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATE SHCA N RETRIEVAL SYSTEM ITYP.) t BELOW INLET GRATE DEICE OVERrLOW BYPASS (IYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the Sturm wales T,tFUC91IFe II will sonAm. 2. The BIGD shall have a bull/-ri htgh-flow relief Bysiem (overflow bypass) - 3. The relrlaval system must allow removal of the BIGD without spilling the rolleded material. A. Perform maintenancm In accordance with Slandard SpecifWallon B-01.3(15). STD. PLAN - 219.30 PUBLIC WORKS CATCH BASIN FILTER �r DEPARTMENT NT MA[dC:Ii 2(II)8 T. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS; SURFACE WATER UTILITY, WASTEWATER UTILITY WATER UTILITY AND TRANSPOR'TATTON PLANS: 2. BEFORE ANY CONSTRUC77ON OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONS TRUC77ON MEETING MUST BE HELD WITH THE CITY OF RENT©N, PUBLIC WORKS DESIGN ENGINEER. THE PLANS SHALL BE CLEARLY FLAGGED BY AN A F TA TI N PRES RVA l7 N AS PRESCRIBED ON L Q 3 THE BOUNDARIES OF THE CLEARING LIMITS D REAS O VEGE O E O O() SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUC77ON IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING 7HE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/tSC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH ASCONS7RUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT 5 ALL REQUIREDUIRED SEDIMENTATION ROSION CONTROL FACILITIES MUST BE CONS TR LIED AND IN OPERA TION PRI OR TO LAND CLEARING AND OR CONSTRUC77ON TO R I NT F CI LI PREVENT TRANSPORTATION' OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPER T7£S ALL EROSION AND SED ME AC LlTIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH 77ME THAT CLEARING ANDfOR CONSTRUCTION IS COMPLETE AND POTEN77AL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMI TEE. RE 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS EMENTS TO MEET ANTICIPATED SITE CONDITIONS. A CONS7RUC77ON PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE THE PERY17EE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTA 1ON CONTROL FACI IITES LL BE NECESSARY TO ENSURE COMPLETE SIL TAT70N CONTROL 0NTHE PROPOSED SITEDURING THE COURSE OF CONS TRUC TION, I T SHALL BE THE OBLIGA TION AND RESPONSIBILI TY OF THE PERMI TEE TO ADDRESS ANY NEW CONDI TIONS THA T MA Y BE CREA TED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPER77ES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7 APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCA77ON OF PIPES RESTTeICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER IST TROUGH MARCH 3OTH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL Isr TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WTH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER I AND MARCH 30 INCLUSIVE UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10, COVER MEASURES WILL BE APPLIED IN CONFORMANCE WrTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12, THE ESC FACILITIES ON INAC77VE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT, 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CA TCN BASIN. ALL CA TCN BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER INT THROUGH MARCH 3OTN; ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETEN770N/DETENI70N 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 SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WFT SEASON (OCT. 1)', ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW, 1 OILY /l lCOMMEWS 111.13.14 2 S.r1 COMMENTS Y+.1.7 D. R. STRONG CONSUL TING ENGINEERS 3 CITY CC)#LIIMEf�PS4 WYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 (_ REVI S 10IJ 0425.8273063 F4258272423 MAJ 02.13.15 MAJ SURVEYED: sis MAJ J 05.19.15 AAAI OESIGNEDz YIP MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ rI fNAWN: YLP m [C T11IV CHECKED: MAJ r�`r DATE APPR APPROVED NW TREE PROTECTION MEASURE'S 2:1 MAX. SLOPE 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 2D FEETOF VERTICAL RELIEF, 1,1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGESLOPE SLOPEPERCENT FLOWPA714LEINGTH 20H:IV 3-5% 300 FEET 10 TO 20)H:IV 5-10% 200 FE ET 4 TO IO H:1V 10-2S% 100FE£T P TO 4 H:1V 25 -WA 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2,1. FOR SLOPES STEEPER THAN 214;1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF. BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPT OR SWALES MAY BE USED, THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TG A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY, 3.2, IF THE FACILITY 00 NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED - STD. >t S'I`D, PLAN - 217.10 *��ra��'� PUBLIC WORKS INTERCEPTOR SWALE '�* DEPARTMENT MARCH 2008 a. CONSTRUC77ON STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECT70N AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS. "IVO TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED, INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES, C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE, THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. N R e. RESTRICTIONS ON GRADING WITHIN 714E DRIP LINES OF RETAINED TREES: RETAINED 714E GRADE LEVEL AROUND ANY TREE TO BE MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE OR (R) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2) 1N DIAMETER FOR EACH ONE INCH OF TREE CALIPER THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER COND177ONS. ARK M H PRIOR TO ?�` WITH MINIMUM F THR INH 3 OF B ULC f. MULCH LAYER REQUIRED: ALL AREAS WT THIN THE REQUIRED FENCING SHALL BE COVERED COMPILE TEL Y AND EVENL AO EE CES { ) INS TALLA77ON OF ME PRO TEC 77 VE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. g. MONITORING REQUIRED DURING CONSTRUC77ON: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. NO TES: 1. 6 -FT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2, FOR ROOTS OVER I -1N DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND SHALL BE COVERED WT TH SOIL AS SOON AS POSSIBLE. 3. WORK WI THIN PRO TFC 77ON FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WT THIN THE LIMIT OF THE FENCING. TREE PROTECTION DETAIL VERTICAL: NAVD 1980 S NOTED HORIZONTAL: HAD 1983/1999 ONE INCH DAWM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRIPLINE AS - BU I�7_ 1 RFECOMMENDED FOR APPOVAL BYE Date:7f�1� BY: Date: BY: Date: BY: Date: NTS DATE CITY Ti= THE ENCLAVE AT BRIDLE RIDGE 10.03.14 FIELLBOOH:: R E N TT PAGE: TESC NOTES AND DETAILS DRAWING NO-. Planning/Building/Public: Works Dept- C7 U14005368 SIIEET 7 DF: 29 DRS PROJECT NO. 13117 IAHNINININIAV C C � DI' ai a y. -, I„ rC' m C � DI' a y. -, rC' [C T11IV r� Cf1 rrl � DI' z SE 114 SECTION 14, TOWNSHIP 2J N, RANGE 5 E, W.M. ENCLA TBRIDLERIDGE 0 0 ,LECT CABINET S. m_� 4'N. O h' _ I - FOUND 1 � => • �I � OF PROP Fr '"CONIC N=397.42 ��!-lF C> FENCE CORNER ISA FENCE :,ORNI:,R I5 - I. f ' { 1 +L_ I it I • {' 3 � J ," 4 I FG 40.5.0 I I FG 409.0 1 1 FG 413.0 FG 418.0 o 1 „ P VC I ! I STAND Pik k.:. FENCE COR. 0.1'W, OF R •NC FOUND (TYP) q,2`E. Qr LLJ I ! x WL3F - _ - -a I- - - _I L _-_ Pr 1 ' ' • � ._ x'? / FG 415.0 r .... ........ . _ .�_ 4 1 ...... T "S�t�1� lVHLA73" .... ...............�'............. ..........,.. ..---.-. _ �-------� - ! .. --- ----- a . a.; .......` ...... ..... a� FG 413.0 I r - - - - - r I FG 395.5 7 � - - WIRES DOWN u'� 1 FG 395.6 FG 397.2- � - - � - --- - -- _-- - START KEYSTONE WALL I I I 1 1 ~ FG 400.4 FG 404.7 f W?i�f �f ' fEdC A E TOP ' TRANSFORMER S. 3��.1 I ! 1 1 I 1 I I -1 1Tw 4b < ELECT CABINET I f I t I d Bw � 423 1 ____I I' �,% I I I f j I FG 408.5 OP � 404 402 400 398 �..'... I FG .385.5 d 1 I 396 1 '% ,*�,�-`-'F,",� I FG 385.6 d I FG 387 2 1 I 1 ! f .'-- __ - - - -I --- �ti- -J L------- FG .390.4 I FG 394.7 1 FG 409.0 r`t_�' .I -J L__._-__ - L - - z - - - - -I ! FG 398.5 d 4 ! tTAIR T-KEYS-T&I E . WALL ' r"kgs I TW -0-0 0. � 406. cc A I' BW ► 404.5 L L - J i - - --r - } 398 ---- BWe- I i !•-• I. -1 r ,--- �_------� r -- - - ----- _ _ I C11406.0 J. I 8 - H - FG 405.0 7 ew �et� �4.f. I I 4 1 I I 21 ° NO PAdkINC-F384,0 1 1 II FG 384.D .. F 384. 0 FG 389.0 FG 393.0 1 FG 397£LIII -- - - - - -- dI! F_ A END KEYS TONE watt • �. L - -- ---1 L, -_-: I I 1 I I ! I 1 TW 600, 30�.� J 40� - - - - -r - - - - - - - - - - - I B •39�4� i 384 ' END KE ONE WALLI 1 • TW' �-e ew ► yc. ... kik..... FG 401.0 �,aha I VERIZ'UN CABIN[ � .. ��++- .'...:.. 7 - -. - - �._ ' ..a....... . 38 ...... - , '.'.'... �.• �... ........ 398 . W.....'.'.'.'.' ...'.'... r -- - - - - [. I14 CL r� A96 I FG 39 7. 0 1 RIM=378.^ 18"CMP N= 375 k ;.. ' I 1. r I 8 1 I 11 18 CMP SE= 375. 4 �1 i FG 382.0 p 1 FG 383.0 11 FG � 85. o 1 1 16 1 1 15 I I14 ,. C11 -------��.``. TO 1 Fig - I I I I 1 I I FG 387.0 1 1 FG 391.0 1 j FG 395.0 `I- 1� I NOT iN sT Pry' I I "DIEER �c--IPI� ! 1 I I 1 I ! ! 1 1 1 30 „7E MY ,1-I1,. -_--- d ---m _ I I , _ _ 1 1 --_--_ CB �i START ROCKERY - TW -e- -'-- ----� ` t RIM= .49 �... w 34 /'B WW-a�9- Bw -g$$.J 12"CONC N=3;3,44 * vo. BIN 3 • .390 18"CMP N W= 7.3.14 i � . 380 38s 39 3 0 u39 18" MIS SI -37-3.1 `', 378 r - - - - - -_ r -TEMPORARY- L' ' S6flP1" I _ ! I WATER R W OFF - 376 7EMPORAR �f j , .' • ! X74 T w HAMMERH D I TURNAROUND 372 6w 1$`d7TURNAROU D ....�..a� � EASEMENT ;.1, t`•=<"f r'� l-1 GH T` 3T0 I EASEMENT 3 .. 6' WIDE BERM 368 TW 3.9 } {" MARk` l AT EL. 378.(70 ! z ��. 8 i j :: 4 ` 1 _ CESS,... R,�CT FG 38 .0 15' 111a A C FG 388.0 ! , .!. i* } l•. ,TEN 7 ROAD AT 158' MAX. I $�� '� ENO ROCKERY JJ1 Ott!• ,°L �' fl S PLUG,�. .'.' '.'� .., . I �� J BW,.�.�8�.? THE VE A lT CASI 1 _.v - - MIN. FINISHED GRADE 372.00 ABOVE TOP OF FOOle TING 384 386 [0 i 1 >� - pL wlll_ .� 4 r START CIP WALL c `f r� ..... EI_Et I TW e B TW 7'9.�?o G rw �, • ' ' ' BW-3r�6$y.%. t ifs ��. G G G� r� BW 371. o� ,�. START KEYSTORfE 1 END I�£YSTONE Wd+>rL END CIP WA L 4y WALL TW M 0, 4 [� TW 3 � 374• l •a +� \� 7 ' - o- 385. ��., BW 4". 4 c Call 2 Working Days Before You Uig 811 r` Utili#ie8 Underground Location Center (ID,MT,ND,OR,WA) NOTE": BASE OF WALL MUST BW ��8�' �T � NOT BE PLACED ON FILL; F0077NG SHOULD EXTEND TO NA 77VE BEARING SOIL. 1 D.R. STRONG � CONSUL TING ENGINEERS � 4 ENGINEERS PLANNERS sURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0, 0 425.827, 3063 F425.8272423 Crl'Y Commit NT 1.13.14 CITY COMMENTS CITY COMMENTS MYL.ARS REVISION T L ,r >& 3*4.1 MAJ 02.13.1 MAJ 05.19.1 MAJ 07.13.1 MAJ 07.23.1 'r I DATF IIP P R I APPROVED: 1 SALE: AS NOTED ONE INCH AT FVI_L SCALE IF NOT ONE INCH SCALE ACCORDINGLY SITE VOLUME CAL CULA TIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YDS.) 5, 331 30,752 25,421 FILL (INCL UDES POND) ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCA VA 77ON FOR RESIDENCE AS PROPOSED. THE VOLUMES 00 NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RES TRIC7T ONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCA VA TION FOR BUILDINGS. VER TICAL DA TUM: NAW 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCOPWSB) VERTICAL CONTROL. SOIL NO TES: 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATE, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE -HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BET KEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS: CUR® RETURN NOTE: SEE SHEET C9 FOR CURB RETURN AND ADA RAMP GRADING VERTICAL: NAVD 1988 HORIZONTAL; NUJ 1983/1991 CATM WALL NO TES: 1. KEYSTONE WALL DESIGN BY OTHERS 2. CIP WALL DESIGN BY OTHERS 3. ROCKERY DESIGN BY OTHERS 4. SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WITH BUILDING PERMIT GEO TECH RECOMMENDA TIONS: STRUCTURAL FILL SOILS PLACED THROUGHOUT FOUNDATION, SLAB, AND PAVEMENT AREAS SHOULD BE PLACED OVER A FIRM BASE. LOOSE OR OTHERWISE UNSUI TABLE AREAS OF NA 77 VE SOILS EXPOSED AT SUBGRADE ELEVA77ONS SHOULD BE COMPACTED TO STRUCTURAL FILL REQUIREMENTS OR OVZREXCAVA TED AND REPLACED WITH A SUITABLE STRUCTURAL FILL MATERIAL. WHERE STRUCTURAL FILL SOILS ARE USED TO CONSTRUCT FOUNDATION SUBGRADE AREAS, THE SOIL SHOULD BE COMPACTED TO THE REQUIREMENTS OF STRUCTURAL FILL DESCRIBED IN THE FOLLOWING SECTTON. FOUNOAT70N SUBGRADE AREAS SHOULD BE PROTECTED FROM DISTURBANCE, C ON STRUC77ON TRAFFIC, AND EXCESSIVE MOISTURE. WHERE INSTABILITY DEVELOPS BELOW STRUCTURAL FILL AREAS, USE OF A WOVEN GEOTEX77LE BELOW THE STRUCTURAL FILL AREAS MAY BE REQUIRED. A REPRESEN TA 77 VE OF ESN SHOULD OBSERVE STRUCTURAL FILL PAVEMENT IN FOUNOA770N, SLAB AND PAVEMENT AREAS. WET SEASON GRADING PERCHED GROUND WA TER WAS PRESEN T A T A NUMBER OF THE IFS T PI IS NEAR THE CONTACT BETWEEN THE WEATHERED SOIL AND UNDERLYING UNWEATHERED GLACIAL 77LL SOIL. THIS CONDITION COUPLED WITH THE MODERATE- TO HIGH MOISTURE SENSITIVITY OF THE SOIL WILL MAKE GRADING DURING PERIODS OF RAIN MODERA TEL Y OIFFICUL T MASS GRADING SHOULD TAKE PLACE DURING THE LATE SUMMER MONTHS WHEN CONDITIONS ARE MORE FAVORABLE IF GRADING TAKES PLACE DURING THE WETTER WINTER OR SPRING MONTHS, A CONTINGENCY IN THE PROJECT BUDGET SHOULD BE INCLUDED TO ALLOW FOR EXPORT OF NATIVE SOIL AND IMPORT OF STRUCTURAL FILL AS DESCRIBED BELOW IMPORTED SOILS IMPORTED SOIL IN7ENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR NEAR THE OP77MUM LEVEL. DURING WET WEATHER CONDITIONS, IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A FINES CONTENT OF 5 PERCENT OR LESS DEFINED AS THE PERCENT PASSING THE #200 SIEVE, BASED ON THE MINUS THREE-QUARTER INCH FRACTION. STRUCTURAL FILL STRUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, SLAB -ON -GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINED WALL AND UTILITY TRENCH BACKFILL AREAS ARE ALSO CONSIDERED STRUCTURAL FILL. SOILS PLACE IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELA 77VE COMPAC77ON OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). SOIL PLACED IN UTILITY TRENCHES, PAVEMENT AREAS AND IN THE UPPER 12 INCHES OF SLAB -ON -GRADE AREAS SHOULD BE COMPACTED TO A RELA 771E COMPACTION OF AT LEAST 95 PERCENT. ADDITIONALLY, MORE STRINGENT COMPACTION SPECIFICATIONS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBILITY U77LITY DISTRICT OR JURISDICTION. PA VEMEN T RES TORR TION NO TES WI THIN Cl TY LIMI IS, PA VEMEN T RES TORA 77ON SHALL BE PER C. 0. R. S TREE T RES TORA77ON AND STREET OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY INSPECTOR. PAVEMENT RESTORATION FOR SEWER INSTALLA77ON WITHIN KING COUNTY LIMITS SHALL BE PER APPROVED KING COUNTY RIGHT OF 'WAY PERMIT. AS -BUILT NIA ; NOT � AT 'nM GF-cAj(k�� I C TY OF IN RENTON Planning/Building/Public Works Dept. C �), r2-3 OY j > IC NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: MALI SURVEIED' us MAJ OESIGNM YLP LW I�Vr/ DRAWN: CHECKED: kw IIP P R I APPROVED: 1 SALE: AS NOTED ONE INCH AT FVI_L SCALE IF NOT ONE INCH SCALE ACCORDINGLY SITE VOLUME CAL CULA TIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YDS.) 5, 331 30,752 25,421 FILL (INCL UDES POND) ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCA VA 77ON FOR RESIDENCE AS PROPOSED. THE VOLUMES 00 NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RES TRIC7T ONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCA VA TION FOR BUILDINGS. VER TICAL DA TUM: NAW 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCOPWSB) VERTICAL CONTROL. SOIL NO TES: 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATE, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE -HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BET KEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS: CUR® RETURN NOTE: SEE SHEET C9 FOR CURB RETURN AND ADA RAMP GRADING VERTICAL: NAVD 1988 HORIZONTAL; NUJ 1983/1991 CATM WALL NO TES: 1. KEYSTONE WALL DESIGN BY OTHERS 2. CIP WALL DESIGN BY OTHERS 3. ROCKERY DESIGN BY OTHERS 4. SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WITH BUILDING PERMIT GEO TECH RECOMMENDA TIONS: STRUCTURAL FILL SOILS PLACED THROUGHOUT FOUNDATION, SLAB, AND PAVEMENT AREAS SHOULD BE PLACED OVER A FIRM BASE. LOOSE OR OTHERWISE UNSUI TABLE AREAS OF NA 77 VE SOILS EXPOSED AT SUBGRADE ELEVA77ONS SHOULD BE COMPACTED TO STRUCTURAL FILL REQUIREMENTS OR OVZREXCAVA TED AND REPLACED WITH A SUITABLE STRUCTURAL FILL MATERIAL. WHERE STRUCTURAL FILL SOILS ARE USED TO CONSTRUCT FOUNDATION SUBGRADE AREAS, THE SOIL SHOULD BE COMPACTED TO THE REQUIREMENTS OF STRUCTURAL FILL DESCRIBED IN THE FOLLOWING SECTTON. FOUNOAT70N SUBGRADE AREAS SHOULD BE PROTECTED FROM DISTURBANCE, C ON STRUC77ON TRAFFIC, AND EXCESSIVE MOISTURE. WHERE INSTABILITY DEVELOPS BELOW STRUCTURAL FILL AREAS, USE OF A WOVEN GEOTEX77LE BELOW THE STRUCTURAL FILL AREAS MAY BE REQUIRED. A REPRESEN TA 77 VE OF ESN SHOULD OBSERVE STRUCTURAL FILL PAVEMENT IN FOUNOA770N, SLAB AND PAVEMENT AREAS. WET SEASON GRADING PERCHED GROUND WA TER WAS PRESEN T A T A NUMBER OF THE IFS T PI IS NEAR THE CONTACT BETWEEN THE WEATHERED SOIL AND UNDERLYING UNWEATHERED GLACIAL 77LL SOIL. THIS CONDITION COUPLED WITH THE MODERATE- TO HIGH MOISTURE SENSITIVITY OF THE SOIL WILL MAKE GRADING DURING PERIODS OF RAIN MODERA TEL Y OIFFICUL T MASS GRADING SHOULD TAKE PLACE DURING THE LATE SUMMER MONTHS WHEN CONDITIONS ARE MORE FAVORABLE IF GRADING TAKES PLACE DURING THE WETTER WINTER OR SPRING MONTHS, A CONTINGENCY IN THE PROJECT BUDGET SHOULD BE INCLUDED TO ALLOW FOR EXPORT OF NATIVE SOIL AND IMPORT OF STRUCTURAL FILL AS DESCRIBED BELOW IMPORTED SOILS IMPORTED SOIL IN7ENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR NEAR THE OP77MUM LEVEL. DURING WET WEATHER CONDITIONS, IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED GRANULAR SOIL WITH A FINES CONTENT OF 5 PERCENT OR LESS DEFINED AS THE PERCENT PASSING THE #200 SIEVE, BASED ON THE MINUS THREE-QUARTER INCH FRACTION. STRUCTURAL FILL STRUCTURAL FILL IS DEFINED AS COMPACTED SOIL PLACED IN FOUNDATION, SLAB -ON -GRADE, AND ROADWAY AREAS. FILLS PLACED TO CONSTRUCT PERMANENT SLOPES AND THROUGHOUT RETAINED WALL AND UTILITY TRENCH BACKFILL AREAS ARE ALSO CONSIDERED STRUCTURAL FILL. SOILS PLACE IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELA 77VE COMPAC77ON OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). SOIL PLACED IN UTILITY TRENCHES, PAVEMENT AREAS AND IN THE UPPER 12 INCHES OF SLAB -ON -GRADE AREAS SHOULD BE COMPACTED TO A RELA 771E COMPACTION OF AT LEAST 95 PERCENT. ADDITIONALLY, MORE STRINGENT COMPACTION SPECIFICATIONS MAY BE REQUIRED FOR UTILITY TRENCH BACKFILL ZONES, DEPENDING ON THE RESPONSIBILITY U77LITY DISTRICT OR JURISDICTION. PA VEMEN T RES TORR TION NO TES WI THIN Cl TY LIMI IS, PA VEMEN T RES TORA 77ON SHALL BE PER C. 0. R. S TREE T RES TORA77ON AND STREET OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY INSPECTOR. PAVEMENT RESTORATION FOR SEWER INSTALLA77ON WITHIN KING COUNTY LIMITS SHALL BE PER APPROVED KING COUNTY RIGHT OF 'WAY PERMIT. AS -BUILT NIA ; NOT � AT 'nM GF-cAj(k�� I C TY OF IN RENTON Planning/Building/Public Works Dept. C �), r2-3 OY j > IC NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY:- Date: THE ENCLAVE AT BRIDLE RIDGE 11 +0.03.114 GRADING PLAN DRAW C8 014005368 SHEET 8 "'-:29 URS PROJECT NO. 13117 1AHNININNIA x L z c m TA z M C m n s r ice] n a Q 7 rD mrD Cn m n s n 7 LL_I U wry 0 Of a_ I_L_I C) cifm I- Li Z Li q N a ti TIEDOWN RAMP EL. 398.82 EL. 398.92 EL. '398.16 EL. 398.72 2 OX EL. 39797 8.5 .5.6' STA. 52+36,26 EL. 39'7,99 CR®1 Et. 398.65 3gT p 1 04r .. 51 A' 52 rn � tax c ra EL. 395.81 EL. 395.75 - \ t EL, 395.5 -- "s o LAO _(EL. 393,16 TA. 51 +38.24 ADA RAMP DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET CIO EL. 387 43 EL. 38753 EL. 385.99 TEMPORARY HAMMERHEAD TURNAROUND s EA SEMEN T I 1 SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W. M. THE ENCLA VE A T BRIDLE RIDGE L. 384.48 'TA. 49+47.1'9 GR- �83•S 33 g7 �0 �px rn EL. 383.31 w� ,r -E_ L. 383.25 f: CR- 5 EL, 99, 94 ,I STA EL. 397.99 �r EL. 3994 1. % EL, . f,�7 ............. STA, 17 14.66 , EL. 400j+ 0 j 919.66 ' 5 TA. y[7 EL 383.15 EL. J97,84 Uj EL. 383.21 -x EL. 397 89NV rn fit, V� 4y + �j 8' { EL. 382.55 - EL. 382.49. ll EL. 397.23 r �� EL.' 397.18 Lo (� _ - - - _ SE 7TH PL fl � � � h of r �� • , - HIGH POINT SE 7TH PL EL. 382.58 EL. 382. 61. �, .� '�, �. + v rn HIGH POINT d azo c+a EL. 397.27 --- EL. 397.32 . . . • -s EL. 383.22 - EL. 397.93 L.' 383.27 �j 4(TYP.) L� o, EL. 397.98 EL. 383.37 1- EL. 383:322,T 398.03 \ L. 396.51 . / �, �. y} EL. 395.85 ^7 EL. 39E O e- EL. 396.61 OX • � _ • � 0,$'� . a` �` � k � CR -6 � Y2=) - EL. 395.42 L5� EL, 39 32 S EL. 3412.03 r ?,� .STA. 48461'17 ................................:. '`rs o� 2. OX T,q T I SO FL.' Jq . , EL. 394.60 . ............ E-: sra.. �8+25.87. EL. 385.80 EL. 385.90 EL. 384.45 EL. 384.47 TEMPORARY HAMMERHEAD TURNAROUND EA SEMEN T 6.44 396.54 398.36 ?6 1 AIS-i3WLT TEMPORARY HAMMERHEAD TURN AROUND SIDEWALK TRANSITION 'fit. A. �+ O e� wAshj 2 Call 2 Working Days Before You Dig 811 - 5232 Utilities Underground Location Center Cs� •� (ID,MT,ND,OR,WA) f ONAL D, R, STRONG 3 CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. O 425.827.3063 F 425.827.2423 CITY COMMENTS 11.13.14 CITY COMMENTS CITY COMMENTS MYLARS REVISkON MAJ A J� EL. 395.71 4 - A��ih) URWYEsis N. /02.1 n3.15 05.15.15 ■ MAJ DESIGNED: YLP MAJ 07.13.15 EL. 395.0.6 - . EL. 394.99 . . , . . . yn SE6'THST SII€E7: CF: 9 CHECKED.L .�+ IAt1'RI DAT E AP P R APPROYEDO m a NIGH PT. EL- 395.06 EL. 395.11 r ....o. �ir4 Lo ILI "s o LAO _(EL. 393,16 TA. 51 +38.24 ADA RAMP DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET CIO EL. 387 43 EL. 38753 EL. 385.99 TEMPORARY HAMMERHEAD TURNAROUND s EA SEMEN T I 1 SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W. M. THE ENCLA VE A T BRIDLE RIDGE L. 384.48 'TA. 49+47.1'9 GR- �83•S 33 g7 �0 �px rn EL. 383.31 w� ,r -E_ L. 383.25 f: CR- 5 EL, 99, 94 ,I STA EL. 397.99 �r EL. 3994 1. % EL, . f,�7 ............. STA, 17 14.66 , EL. 400j+ 0 j 919.66 ' 5 TA. y[7 EL 383.15 EL. J97,84 Uj EL. 383.21 -x EL. 397 89NV rn fit, V� 4y + �j 8' { EL. 382.55 - EL. 382.49. ll EL. 397.23 r �� EL.' 397.18 Lo (� _ - - - _ SE 7TH PL fl � � � h of r �� • , - HIGH POINT SE 7TH PL EL. 382.58 EL. 382. 61. �, .� '�, �. + v rn HIGH POINT d azo c+a EL. 397.27 --- EL. 397.32 . . . • -s EL. 383.22 - EL. 397.93 L.' 383.27 �j 4(TYP.) L� o, EL. 397.98 EL. 383.37 1- EL. 383:322,T 398.03 \ L. 396.51 . / �, �. y} EL. 395.85 ^7 EL. 39E O e- EL. 396.61 OX • � _ • � 0,$'� . a` �` � k � CR -6 � Y2=) - EL. 395.42 L5� EL, 39 32 S EL. 3412.03 r ?,� .STA. 48461'17 ................................:. '`rs o� 2. OX T,q T I SO FL.' Jq . , EL. 394.60 . ............ E-: sra.. �8+25.87. EL. 385.80 EL. 385.90 EL. 384.45 EL. 384.47 TEMPORARY HAMMERHEAD TURNAROUND EA SEMEN T 6.44 396.54 398.36 ?6 1 AIS-i3WLT TEMPORARY HAMMERHEAD TURN AROUND SIDEWALK TRANSITION 'fit. A. �+ O e� wAshj 2 Call 2 Working Days Before You Dig 811 - 5232 Utilities Underground Location Center Cs� •� (ID,MT,ND,OR,WA) f ONAL D, R, STRONG 3 CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. O 425.827.3063 F 425.827.2423 CITY COMMENTS 11.13.14 CITY COMMENTS CITY COMMENTS MYLARS REVISkON MAJ A J� CD A��ih) URWYEsis MAJ /02.1 n3.15 05.15.15 ■ MAJ DESIGNED: YLP MAJ 07.13.15 MAJ MAJ 07,23.15 kW DRAWN: Yip m SII€E7: CF: 9 CHECKED.L .�+ IAt1'RI DAT E AP P R APPROYEDO AS NOTED ONE INCA Al FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: MAVD 1988 HOPIZONTAL: NAD 1983/1991 EL. 375.79 T� ip EXISTING CROSSWALk EL, 375.51. EL, 373.60 EL. -373.46 EL. 37,.. , IBJ CD FRT H GRAPHIC SCALE 0 5 10 20 �>r 1 INCH = 10 FT. 6.45 376.55 376.27 `7 CD G 10.03.14 c m N �n �r C co Z m Lz c m 6.45 376.55 376.27 `7 RAMP 26 (74.36 174.22 RECOMMENDED FOR APPOVAt_ BY: Date: BY: Date: BY: Date: BY: - Y: Date: �13_. :4 0 TY OF THE ENCLAVE AT BRIDLE RIDGE ML REN TC N ADA RAMP DETAILS Planning/Building/Public Works Dept. U14005368 DRS PROJECT NO. 13117 IAHNN N CD 10.03.14 1 m N �n �r C > Z qQ c-� Lz c SII€E7: CF: 9 29 C3 m RAMP 26 (74.36 174.22 RECOMMENDED FOR APPOVAt_ BY: Date: BY: Date: BY: Date: BY: - Y: Date: �13_. :4 0 TY OF THE ENCLAVE AT BRIDLE RIDGE ML REN TC N ADA RAMP DETAILS Planning/Building/Public Works Dept. U14005368 DRS PROJECT NO. 13117 IAHNN N DAZE CD 10.03.14 1 FIELDBG�OI(: N �n �r PAGE: > 1 qQ c-� C9 SII€E7: CF: 9 29 NAIA a cn DAZE 10.03.14 1 FIELDBG�OI(: '•� PAGE: DRAWING NO: - C9 SII€E7: CF: 9 29 NAIA O 33 a LLJ Z LLLry V LL LL LL Lei ry m <I �J Z Ld d J L� j MOTES �'A� ' aLRa RAw wpTH .', r MRJ LWIRId TO IrAmar A ft Cups RAW NeDrn - SEE cofv ACT F1dN5 Clea r+AALP nsrom r.m• seM 1, PN -W* a Salable CUT Ramp for tach mark0^J or yr�mrkmd crosS a,. IlrltlRro ro ANm, CUm RAM' Curb R -P kxXWlt rhe@ be Placed within rhe whit ( She asaaciafed /' , PgTR _SEE {YARTIFA7T PLANA __N w as shows In Mm Corarmet Plena. IAFaMn ! q ,- GRAM BREAK uMD11a gAOE BREAK -. IF! ,ri C� " gmrnE aR[zMi 2. VOW.. 'GRADE BREAK' ,6 mRed ..L the entiu Rngth o! She grade t ! �' s r WN. CENEMT EOI.CRETE NKNNMX- 1 break belthe two adla an! F rf- prance shat be Flrrrt. UNS JEE COFRRACI P - ! -Q' IIF1 �, i• I PRovmE LA+W FN eu IFUTi P 3. Du hot Place CAM INS , llfb It BO%d, Acc.,hr da t . NS. or b R po r TRNlaliroFL T➢ .,ansa n Rare p11M Cb Rrnp of on ens pert o} the Cub Ralq en SEC OOWr»ACs iONmACT PlAK6- E 'e r'.rra 11 ow • OrW. 4. See the Contract Plena kN the WT deign WeeslRed. Sam Standard Pas, rtARE [rrA., Y ) star Ir7fPANpOM MFFER Wi]m-NATPr ro F-10,92 * curb, CWb and GvNer. Depressed Cur ,rd Gunl and ,OBIT (M,p -SEE 4 cma FAAP OEPm (rYP.! Pmd.W n Cub deMiN. x[MwAk1r>ial �1 - c1Ple RAw � arAMlAlm PUK P-x.n i' I srAaO b.FtAIEFa1L k .DABS �`1 m' f1 5. See Standard Plan F-39.10 rw Cement Contras Siiewak details. - l `R monun TO SIPE1'MtK Rln"i�l.a' .8l m, CoT" Pry id Width and Plac PI or RRlewiat IKk10i a1NAK PRFymN1, oA r0 SACIt OF tura (1,P I Ste , r'Inla ,� 6. The 84 If Ce em C.-eie Cur Ramp Typm - do- doer not .nelPse the arjaLerm Clot. CtKt1 and G45EaF. DepnlaNl Curb amGUKr, CURS. OR Goa _ i _yam - Pltde.n Cur_ or S k -.k AND OVTT6L- - �_~ CAvO oil. CLIENt PSEE NOW: 40 axle . 7. Thr curb DAmp nto wade ?m�nnIN " a lJsall Prat f tly 0•e co q ObN S1E RTl1E 4 I tlaTPCTAOLE TAI,Mrart 9ARPAL'P _ SEE ATE 4 D 1 b exeded is TWt I.P awld chalhig ihm xlDpe rndm:Mirely efiurt ornnatbAg iff STAKpAAD PLAN Rp.H / tlati YWltmHA WWALE - to wasp S'aa"I s. V%I an a4PMn8 Rn 1&foat m®rkmm length. the running 'SCE Or CURS L- FACE OF cum. J! -T I STMLNIn RAM ll slope 01 the Curt Ri Chea af. flat as feastle �o CLAS ATA] 1MITTDI - {---- CIEP Elam cull AW w"Ba a. Cur Ramp. Lmrdlrlg, and Fla.. efiaA ral bmcan Areah Sem srE,nA CRO$,yAm4x GEE NprkA Unocal Standard Stmvitcal'um a-14. L LL LEGEND ;� �__.� sLCPf NErTNER DKTECI,D1r PIAN VIEW PLAN VWW TYPE PERPEN04CULAR A TYPE PERPENDICULAR B pETEOrwu4€ WARM.} SU Act: - lV t1MAJ 14 H PLO16 1,5 CErSI r r CONCRER DETECTAIUE IlMll SUAFACE - SEE SU,00,,"Pu'N +a.M PEDESTfaW Ctlla+ m srA tlo PLAN F�I. f -r I1NL 1S @'LASK SEE rI1TEAA. L aLao-E rnEwTlElrr - lSQ OOIITaACi P1AW SF. 1117 COWTEF, SLone- cFFSTAMPWtl PUNF-xn ,r dRADf eNEYA AtN -. 9^ R M •• 4• DEPRESSED CtATa AND ourrE4 - 2.ey NAA%. a TOP ➢F RONYr Y € rqT€ i LArataly cWre RANe� ` ^ � � AwD slinEa� LTi ra�A •}�r oq vv'r�®�, ��ir� a■PAwaEr CUR. NKF 41177 - � !EE fTANDAAD PLAN Ill CLIPS. PAD" DETAIL i 1 CEME-T CnrY,RE-rE Goa wW'rYPE R fFs .Fa l as 3 PK%IUR r PAY LAR - SEE NONE A .t� JAOfiAL E• 1 q �l�lt _ PERPENDICULAR CURB RAMP STANDARD PLAN P-40.15-02 ;I �aTT�tNWET M>FRD.rED roa PLaMLrennoH IPsasl r latko eh JS dA?QTTJ' isomETRIC VIEW'so VIEW �A tYPE PERPENDICIIL AK A PAY LIMIT TYPE PERPENDICULAR. a PAY tIMIT �••�• r.N l�w+•e..w.R.aiair+� NOTES 0 ¢ ii 1 P. b .' clan VYn of 1a.ner� (MW I rat eKle1d tl» SUP adds of Ma oETECrAFLE YaI1eN1❑ crKre RAraP, rAMDn4O,tUT. + - 2.. The Delectable INmmlrg Sdrlace"be Placed at tate Deck of Cub. and r. ,® t+rArl�Jd,l OR wLNVmlr -� m Mora 1 need 0M b4o. the sdko �.._ r /-`\ - Ura ■A4. '\. S The rmws u, frUne✓Med dPrrree rX+a'1 be afgnad to be PerPen6cutar ICI TIP I A I.Sr 2Mr Y grads Ortel, all Ow back of Cuff 8 stam OF Close I S:E .0192IEf�Ik•i61FE ,Elgi TTF a ACI 4. Thai rang. of lrurcalse3 dame. el•aI I. signed to be parallel b the t- TRUKCAWOODIM C uAa' saC F r..it"-•:11..1 Fal IIDNm dirw,twn of Tavel, 5- If mmt and gOW"not Clement, such al a E`amed-Lim Dat: 00Tx_:k!n SECTION 0 ! nx nx k - _ . the Cabal V4arpklg S4abae shall be plowd N the ga.ernent edge s AEE 91 Arw4n 4PECawA1KAq FOR 6 See Standard POM for IRlawek and wT LaIFc dNah `. [[N:DR 7A SURFACE _ILALGM iQ wom rM O . RA.NI 7. R a Nrb ramp le ragwrad. ITB It c lin Of are Da♦ sotalai VAarmr�g &FIFACT TRUWAATM ■O�MAO■M CIRLSAIO " IAAK%Ni4. GIIT.mwfK10N Va RNM1 be at the bMlarrtr W the •caro and Nessler 0w rqu+ad dletlnoa k+xn. aQ man I TRUNCATED DOME DETAILS wu.newr Sam raft DEWIE WARNING SURFACE DETAIL F. MYMR Ss OraiDe break befrreen 1M barb ramp a1P] XM aM9N,g M lama !ban CURL LA1ERMtI +- NOTE i Or O*W to 5 It hon the Dack of cur r all poirly- Place aro Deft labla 1Aatl SWh" W 1h►rlpfga of the Cub •amp wkKwer - T w �` lfaaelW { % ]MY, • aMLRIMY Irprlr of CUT-DFIOVCN ITyP1 - symN OF GAT-lemo qH SURFACE W tS]APMVI tFYlj rol+S] [` cume RAr all of wa } r / SlMaLE F7111EST1ON CURS RAMI Ft ARF liJ I 69 IREAK Of ft" IN CUBO LANG W m. E FT, FROM 11ACR kw C "SC -�-- - om wm h i OETEOTAaLE'wR 91EFE1.'tA ,F TYARJNEy 1.srloiwo OF C1JRa " FACE Mat aAgi \\ M \ OP CIpS - �{ CONCIFDN Or ail Mme 1 SEE (NOTES ) •.. eM iLofre ! I Ix MOTE 2 taiAYEI _ WDTH OF LV17 RAMP - INRN RAMP - t t al OF ck - y ;: � "DUR■� K4 MOTES wL10WY +y '('•' ..�w�mKe'IAA�iY MP am NOW OF IMAW CUT TIIROEISN ' E' r� r DR wLRryCU"ix ortEC� nova Mw "='. QATN, if 4, ' SMuRWF+CA'AmLE 41 9' a rNprE 9 SEE IIOII s .,. 4q l'k LlMA,4 a .. r- M■dIANCVT•TFIRCAIdN &C yp ` •-� ~' I ACK a GAS - \ fEE MOT{ J un,Ay ' I M NOTE! i { i $*XM D■F■CTM CUM RUMP o rIAl1LE tAF1a11aNa��r\`r IaRADF somwafroko etmAM S WZE iDn4a) _ 1 1 !!!/// I ` yM1iHUK P~FD� '�A �Y .}.IPJ tN y I 6 ft LVADM>9� BACK OF CIJIIM SEE WTEO4II ` Fj ^t / `Yeu.RvwT lttPl rI C'I SS It 0\' I y CUKLwIW cumwA/ • e ii `rmAakA4 E / r YAHKyMY I LA1a1Sq i taaLa'aIr 1 1 vaoiH OF CUT.TNAO1Rm1 �'e- I i f --[rTr'1 Mem OR w VO4im aaY DETECTABLE WARNING ROIMNDA■❑U7 SPLRTER SURFACE 1; r ■. �- R;uND •A t:Te �rE❑ADEP STANDARD PLAN F�9.70.D9 L'Tiilil ? RAIL SHEE 1 L)F 1 SH€fT _ J t �TECTAaLF gMRIArip P feiPCTAaIF,rAARNMO C,- .vEC POR PLN1.14AilON Mat a DEIea - , f ` S.Fvl (CF vS) • EEE •xt T+ # ... .1 �� PATH OR 9uRFACE {OYYSy _ .. 1H P10TF # IaNTN a J=MLRNRT FEE MOris a! X^ilroaMDaCII iEPi LidYif/ti PAIIALUIL CURSRAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHAREDAJ" PATH. CONNECT10M � P� +"�`^•"`"�"'�' rad: MOTE a) WON POST= 21t4`UNI ■IPFIW■E -. 911,1111,.2 -Qi rE .•-. aiEEi TUSEIN - 1: ZO SI■. ►liN ■al N 1 OR RNiT --T SrT)N.nm -rPhi 00 ice- ., r]R C❑RNaER ' J } 2 aA, I'll* Saual l� -,- � 11 { ... *4 POST y¢� aOLr'MTH fA1T � R :] GAOE 5TEet TINE dV IQ€ STEN 4M1laa ■`• rNO REUVRED � gggl '$ Oft pop t iT to r TOP OF tr1NER y 6�'� 'y�j�3I i£lk TUN -\ I r. makwo not FaRV1ED 4 `j r1105H� aaxTou m 6Row0 , , LINE LAE >a 1 T:ra:a lE❑ Alli c 3 PR b{ 6 110LISTOP em -out BAR t„ Y N h an - PDR 910. PQ9T £.TR'4 }NEEP "OOR I 00maNIoPa lex I* Farts used to assawrbs, the Dau crm- _ raAaM are xAmteerra, rot shown. Baas oanrveCJenm arm pabrftd, p10du' s I l am M CP'Tplmn➢a wilh NCHRP 3.°A Graaf, Imm1 DTAar,a The bale mm,0on data h Are shown On 1'. plan DMy to Nuabale no. Ifs pall. are 7 Fw -W1 . relr le ml Sign SmAco m Sheet w the Contract. 3. A 2" fill pDR9 +NCI+ a 2 v4' tKrj P9ST ar,:Aa1i a a 2 114' (w) posit Wdh a 2 UT (in) Il anrmu may ba. ujb nbj`d Sea Conbael Wan A. P'n" 'A.d apuarEp14e.1mml ppsl shad mMl the IrltKrcmeny r• Standard S111catlon 11-06 S Ute -F, Dana correnbon nanulso-r e,VOW hard..,. II aur .,'.milt, Ina raOtAeFMnti w S1rM.nf apmcl!4 auonm ■aa e-xl !•3a LOVMR 6M'N PAST LEI AAPJLF 1 OW -ORT -1 1sT IAN1� - 1 I1VLOt1 nvalm" - I / SQUARE. 121004E IT E.Et iUl4 r," Fl. M VIP. (A •,_ Op,ai'AC FE➢ALA II4F 9["E?evu E COIJINUC MAt EAtAk --- - I' ._ COlPACTIMNATN[ ELEVATION ? y a I O&CKFTI-L"11FRIAr. ler F'IWI WILL STEM r! TYPES 1 3 SIGN SUPPORT ■l STOP FIAI WA".A y,. IDR Slit. R75T L'A ELEVATION ELEVATION LdNER 110N1PQ9i 71r1a 11RI LOr4r3 O E -.� supp"1T , r (alt, NEIL AD SOLE :3 TYPE STA SIGN SUPPORT TYPE ST -2 SIGN SUPPORT LT. IWAINYY 14140r,uw ,OR � abN PANEL _ ❑F IIPISIli4 J � `�- aN11Re■r a ,_ Ir 'I - cEM+e"aAl cnNrxETE I' pj _ }OP Ol a1a11 t Ta s rm 6, i'r'e arTAL `.✓ vQar abs a ELEVATION _ _ 1 a a F.a - I TYPE STS SIGH SUPPORT 0 l 9qH nOSt -- ► e - ETON RAI1Kl wn'AV PLiSr F C m ,(, 1 IV w4w1 .A 14 ? J P a_ SUNPOSr a o WFINIe a b ri -� p n o e 5 ErNd4 I a a _ am Y r m a O iNamlteRl FA m e m _ e ` ' ler .-t". $TEFL SlQN SUt•'Pf]IRT r m TYPES ST -1 • ST -4 ■Pam Pollu rGyTsur[Rr N S1) iNSTALLATRON DETAILS -.� _ Hot■cm tNTp1 NUT _ ■UT'An Tal .� . a o L STANDARD PLAN ' 13.76,58-03 A m e MAIHFaHER ITVP.i ON AMD wAD�Rs m e ,. CLEAN Ow k 3RE4NN01T'R'P t 9rtF.'T S [e 1.T+tEEi 4 T LOWEAMM ArCIgR _ yuR ia ROSr "-"Tk ISG ANOI-E MPIIIDVEL FOR FU■LR:LIION . J •..�.. a(MT STOP / } ,J �. RneiMNin.au Type ST -1 TMFSST.2 TYK ST -3 TrPE 11'•a �wrFlrr.. r.. awaiFw.era wair.e r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (iD,MT ND,0R,WA) AL SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLAVE A TBRIDLERIDGE J "x FULL DEPTH EXPANSION JOIN T ANCHOR BOLT PATTERN PER N. D. C. B. U. PEDESTAL TEMPLA TE Q ❑ ❑ ❑ x v ❑ 0 J/r DiAMSW AR (_4 0 0 tsm fm. isAm F-31 0 ❑ CaJG/T TAM - li' ISn tau 0001! CT) SOIeALK r O O Q 4 O b DR""�' YLP "-0` /[lFtl` AkY.4 FINr819 .fix m CHECKED; - '1 REVISION E?` DATE APPR MAlJ APPRGVED'r:`' MAJ CEMENT CONCRETE 811DEWALK F'�tRtl ` - sUiFEA sarF SFE 'in T' -- 2" a" 1' a• CLE/OIE'a GIBS ♦ OUITs1I em 6 y &Q a;N fS•l Mol[ 31 tMhmamy SNasIILF SDE SLOPE (I"F•) Nor 10`. CEIA-al_GHr .5C`L`Lt uANrr rvPF DMYEIRAT r' -or e' -r xPREmp (ST Deem I,C a (m) L. am k 411179(1 .. `2a" .. 1^ b lea NOTE 11' Tia' l�ANlSrdl .PMI tF-3) Cm M. sa. R.w F-� :tater f € I YAliS •• rArRlS VAR[3 oF 1•' :, ole of ENT+ArKyE t9LI CorktRAGTI WE SIC"€ (TrP.j -YA4E5 - r le Q BVI F[R STP" i frw) b I eECraal I r } f CEEtENT CONCRETE DRIVEWAY ENTRANCE 'TYPES 1, 2, 3, & 4 Sheet 5 OF B ADOPTED ��E CITY DI LIRIIrom •` 1 N■� STANDARD PLANS _ LRT OATR! 04/04 OAT R -SIGN pR DWG. NAME:' F004-4 SP PAGE: F004.4 J "x FULL DEPTH EXPANSION JOIN T ANCHOR BOLT PATTERN PER N. D. C. B. U. PEDESTAL TEMPLA TE Q ❑ ❑ ❑ ❑ ❑ 0 a 0 0 0 0 ❑ 0 O O Q 4 O b m R • rr FRONT VIEW WD TH 0' TO VARIABLE d... A 4 -4. v w d CLEAR IAD TH MOUNT ON PEDESTAL PROVIDED WITH N. D, C B. U. UNI T `x FULL DEPTH EXPANSION JOINT WALK • a A 1, NOTES. 1 1. INSTALLATION OF N.D. C. B. U. (INCLUDING CONS7RUC77ON OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE NEIGHBORHOOD DELI VER Y & COLLECT70N BOX UNI T (Nm Dm C. B. U•) TYPE 1 MAILBOX INS TALLA TION (16 BOX UNIT) CITY OF RENTON STANDARD DETAIL H026 NTS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425- 627.3063 F 425 8272423 GUTTER LINE 4' 4 d 4' -.4PLANTER STRiP FACE OF SIDEWALK 4. a G 15 MAILBOX CONCRETE PAD DETAIL STA. 13+28.70 ROAD A SCALE: 1 =5 STA. 33+13.80 ROAD B c = E ? ELI" �11'r 2 R. r It ! °L+p OP i• T-2' R 110AP. AA. 1 r� 4. F CFmENT CONCRETE TRAFFIC CURB AND GUTTER CAC; Gut ADJACENT Cu RIL FLWH-Wm GUI -MA PAY At SWEMAffi)L RrL/AP FNTRAN•-2r i0p oll t•# -R. ROOOWAY DEPRESSED CURB SECTION A I mr,I-n-,I N RA00% e CFANV1 I:OF COMIC 1.70 I� ,-n iQLy1ADC Rll vomit 1 _ gRtAAIbIFIIC "m4.. E w sort Td3' IF rLL .11E is ,tOPTT 1.LCP CEmENr CONCRETE PEOESTRIAN CURB AT SWTWAUt RNNPS ANO LA.'4'JVY-aS P AL.Y Im AnACENT CLI" ■IA' SEL ^r (`FIE SSED CJRB mTAK T- ■m s-rcr .14 ,IN R(JADYkItI 2• t , _ _,fin 1 1 b DEPRESSED CURB SECTION At 1LE P5+C•EiNT4U. �'EINAV S GxAr. f 11FA ^:t *A1ACRY" [a'ENk;'FArS SFE SFT1 PLAM +d4 } FACE OF CUM FACE OF A4tAACE1,11 CURS d'Jr'[R SJRFAIi R • r,= 1' I 1 x0r Gt � mI F ROAD.'.ai CENIEi.1T CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RI SIDE AI'ML P,AJ €ClA,MtE4C1AL 04I.1,4AY$. AEA'/ALU IS CF4FRAL NFTI!rS Seai 11an4ard Pry I OF acrd E 0, F Im arsi .4)wmw and-4,440ew jriR seal # # Not Used I t,7 Dea•rame Edo-eaft% L' InVe" CAT i Quer ■laothp me Standwo Ph" film 2 PUBLIC WORKS ENT' DF.F'A!£TAiE1T CEMENT CONCREs CURBS NO TES' 1. DIAMOND-SHAPED SIGN WITH NINE RED RE7ROREFLEC77VE DEVICES, EACH WITH A MINIMUM DIAMETER OF 3 INCHES, MOUNTED SYMMETRICALLY ON THE SIGN. 2. THE MINIMUM MOUNTING HEIGHT, MEASURED (VERTICALLY FROM THE BOTTOM OF A TYPE 4 OBJECT MARKER TO THE ELEVA 77ON OF THE NEAR EDGE OF THE TRAVELED WAY, SHALL BE 4 FEET. TYPE 4 END OF ROAD WA Y OBJECT MARKER (MU TCD OM4-1) FUTURE ROAD EXTENSION FUTURE ROAD EXTENSION SIGN wK+ j1 7r r Lu'+l1 rdSP Nr4:t+s0 VPp�'ce Y P A NyaeO ra'rP, rpsammp f� F Yn S ri iK.E ' a L ie17C !. mt • , lar w-rrr:V:ea.N ara+rM . o► Pal IN s s l IN -4 I rso •: 1 ; Iwsfa l aFte + �d, f6L7M AM ll rQ P E:r ulE le 9yea;E .0 p[1FW;L N"�fT CrIJD.S r� WN iIf<.: �.Ml:'r4;.ro ,:! ds R +.'r.4R ND'r•K14afR A aA1TPF - `IR'A �+ nr .5.� IRPMoita�l'. _ ' .,kl's-- ) mss ca arw•Fa•: � ApFfr.RtkR A_ I a44YIR . IRI rYAt. ra.'.`Pk Sr Y, tw•m1A<T RASA I>at Carr>W�•.: 1 N411r W aA^R/!FR •n, I I P; Fm a gnre I 1 F, .CCila1A CURL YJ`M0.'JC[TRM tiF;.,CAL-I- M11 t/N IRFMIYAEO '�� g ' k e � �7=1 9r� Y•Al .Own RTFII.. • , A1,110C.041 PO -NLgo AND RAa.:rNi OR wall ,F'A'R FaiAA 2 aFAFrae1N suttee. FJFF crnlwlcr. i a +^4- .7'# R. S[1£'FALR. ALJALEIIRT-CJ'WALL 7E"IAIL 1 S\ CUM w*" FL'r:uP a. -lav fj I t. aPlr T' !x m& - wti,x'AL I -Yew; R 0 �y➢aw!R#ArfUN 4X L"J44MTE , S,,.P. a t syr .,AMI AIr - • L+�r l AAdI± E s J AJJAr,E^IT 10 ftaAER STRp - r•aiN ♦ . '�A+y L ,r' 1 411pL Sl la r J _ �',;s reeyr sr+•k."we^w RAISED 6OC.F IF FAR 9g V ^ "w ' LITgD#!i•14A TRIS+eNM 1( -V +� A'JTI+S Cf. airL,AeI w 7.:• C'�i? �" - r .... Ara EaTTERr[a1ai. CRY C�OtAytIMEN7S Ir1AaJ W °0 m FW NOfFS INJR STI; PLAN 1,1.d.2 : s"� EDSis Al i F1L111..13.14 CI1 1 COMMENTS (02..13,1 "'•1 9• 1 �klj1A�E�� "� �� DESIGNS D: 3 CRY COMMMEM J 07.13.15 MAID YtP # ir MYLARS W 07.,23.15 I�IKI DR""�' YLP "-0` /[lFtl` AkY.4 FINr819 .fix m CHECKED; - '1 REVISION E?` DATE APPR MAlJ APPRGVED'r:`' MAJ wK+ j1 7r r Lu'+l1 rdSP Nr4:t+s0 VPp�'ce Y P A NyaeO ra'rP, rpsammp f� F Yn S ri iK.E ' a L ie17C !. mt • , lar w-rrr:V:ea.N ara+rM . o► Pal IN s s l IN -4 I rso •: 1 ; Iwsfa l aFte + �d, f6L7M AM ll rQ P E:r ulE le 9yea;E .0 p[1FW;L N"�fT CrIJD.S r� WN iIf<.: �.Ml:'r4;.ro ,:! ds R +.'r.4R ND'r•K14afR A aA1TPF - `IR'A �+ nr .5.� IRPMoita�l'. _ ' .,kl's-- ) mss ca arw•Fa•: � ApFfr.RtkR A_ I a44YIR . IRI rYAt. ra.'.`Pk Sr Y, tw•m1A<T RASA I>at Carr>W�•.: 1 N411r W aA^R/!FR •n, I I P; Fm a gnre I 1 F, .CCila1A CURL YJ`M0.'JC[TRM tiF;.,CAL-I- M11 t/N IRFMIYAEO '�� g ' k e � �7=1 9r� Y•Al .Own RTFII.. • , A1,110C.041 PO -NLgo AND RAa.:rNi OR wall ,F'A'R FaiAA 2 aFAFrae1N suttee. FJFF crnlwlcr. i a +^4- .7'# R. S[1£'FALR. ALJALEIIRT-CJ'WALL 7E"IAIL 1 S\ CUM w*" FL'r:uP a. -lav fj I t. aPlr T' !x m& - wti,x'AL I -Yew; R 0 �y➢aw!R#ArfUN 4X L"J44MTE , S,,.P. a t syr .,AMI AIr - • L+�r l AAdI± E s J AJJAr,E^IT 10 ftaAER STRp - r•aiN ♦ . '�A+y L ,r' 1 411pL Sl la r J _ �',;s reeyr sr+•k."we^w RAISED 6OC.F IF FAR 9g V ^ "w ' LITgD#!i•14A TRIS+eNM 1( -V +� A'JTI+S Cf. airL,AeI w 7.:• C'�i? �" - r .... Ara EaTTERr[a1ai. W °0 m FW NOfFS INJR STI; PLAN 1,1.d.2 i A pared fv1'a4E9 IrsJS: uwolp WIT, � � STD PLAY sJ2. s as eLx1lCabEe �� fiyKIARC.ewI A.Nf tA9Cf Ha iaSY T` - .. '� � •.-_� " EMI^.n}CIaM aQHr J. eerw • .. ' •' � 21:A �, l .i�y • r y✓ Cyd. a.p S�ebrA... Nt 5ra rrAn Nr l I .l �. 'Al = I3 CSL "-0` /[lFtl` AkY.4 FINr819 .fix m e [aPA•IFIrYa A-IRNr C- CQNITRAC1dD■dgRiT ST1l PLA11_ - LOR PUBLICg4RKS • DEPAIRTYENT CEMENT CONCRETE 811DEWALK F'�tRtl v[ �m 0 ) w m a� 0 III o.1Z v am0 Aim rnzo to G _h - OEM A" AE WE SM DAD. 0 -34.50°73 FOR POST NS TALyAOdY LEIALS 1 a TYPICAL INSTALLATION AS -BUNT OF H_ -1 � a i NOTES' 1. SIGNS SWILL BE WHITE LETTERING ON GREEN 13ACKGROUND WITH A OX BORDER, DOUBLE SIDED. 2, SIGN BLADE SHALL BE 0" EXTRUDED ALUMINUM, TREATED, 0.080 GAUGE. 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL. 4. LETTERING SHALL BE CUR FROM 3M ELECTROCUT (EC) FILM SERIES 1170 OR APPROVED EQUAL 5.. FONT SHALL BE FHWA C2000EX UPPER AND LOWER CASE PER SECTION 2D.43 OF THE M.U.T.C.D. S. POST SHALL BE MINIMUM OF 2'X2 SQUARE TUBE. SEE STANDARD DETAIL 13008.3 FOR INSTALLATION DETAILS. RECOMMENDED FOR APPOVAL BY: Date: - BY: Date:- BY: ate:_BY: Date:- BY: ( Date: __ AS NOTED HORIZONTAL NAD 1983/1991 CITY OF THE ENCLAVE AT BRIDLE RIDGE 1 Q.D3.14 FIELDBOOK: 'u R E N TCS N ROAD AND STREET SIGN DETAILS PACE: DRAWING NO: ONE INCH DATM AT FULL SCALE Planning/Building/Public Works Dept. C14 Ir NOT ORS INCH SALE ACCGRDINCLYOF: 014005368710F�A 4.7 47 C ca m m 4 W °0 m m _ A - m cn `z cue s rz m .l �. 'Al = I3 CSL Colll m 4 W °0 m p - m cn n cue z m .l �. 'Al = CSL Colll p - m n 3 e z L!J w LLI 0 Z 0 cJ rY w 0 d LTJ 0 ry m Ld J U z LlJ LlJ C3 N 0 8' PLANTER 6" MIN. TYP. 55' R.0.W 26' PAVEMENT WIDTH 7- .07 FTFr FT. .02 � .02 F7 4" CEMENT CONCRETE, 8 " WA r 4" HMA 6" CRUSHED ROCK BASE OR /_.SS 4.5" ASPHALT TREATED BASE COMPACTED SUBBASE SE 6T7q STREET (STA. 10+45.80 TO STA. 12+91.90) RESIDENTIAL STREET 3' 3 W 5' SIDEWALK 8' PLANTER 4 " CEMEN T -1 CONCRETE CATCH BASIN & STORM SEWERS (TYP.) 53' R. 0. W. 26' PAVEMENT WIDTH 31� a 1 Z �-6" MIN. TYP. 6 6" MIN. TYP. �-- .02 FTVFT. .02 F7 FT r 8 " WA 4" HMA 8 SS 6" CRUSHED ROCK BASE OR 4.5" ASPHALT TREATED BASE COMPACTED SUBBASE SE 6TH STREET (STA. 12+91.90 TO STA. 15+01.15 SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VEA T BRIDLE RIDGE 3' S �.1 5' SIDEWALK 8' PLANTER 6" MIN. TYP. .02 4 " CEMEN T CONCRETE CA TCH BASIN & STORM r SEWERS (TYP.) WAPA TO PLACE SE (STA. 15+01.15 TO STA. 20+15.19) RESIDENTIAL STREET J' 53' R. 0, W 3 2£' PAVEMENT WIDTH ca - "� 13' LANE 13' LANE 5' SIDEWALK 8' PLANTER rl� z .7 M,Q�6" MIN. TYP. L 6" MIN. TYP. 7 sz a2 FT. T. 02 FT./Fr .02 F7./ 4" CEMENT --� CONCRETE ;v /i % . ; •� , �l 8" WA } J 4" HMA 5" CRUSHED ROCK BASE OR 8 " SS 4.5" ASPHALT TREATED BASE SE 7TH PLACE (RESIDENTIAL STREET)COMPACTED SUBBASE I Cell 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,0l9,WA) SIDE 02 NTS '-42' 30' R.O. W. HALF WIDTH 22' F - - 3 L2 k 4LQ Z i IQ 4' MIN. MDE �� 10, 83' 4 ` O SHOULDER a (ACTUAL WIDTH , 5 -j02 7 SI VARIES FROM 4'-8) ' io" WIrv- FXTRijnFn C'IIRR PFR kYSDC]T ` n 5.5' ROW 8' PLANTER 1 5' SIDEWALK 6" MIN. TYP. 3' 4:1 4 " CEMENT 0 TC 39717 BC 385.67 a w 13 TC 386.51 LK +� µA BIC 386.03 ppE TC 386,49 4' t MAX TC 38638 BC 3,3 99� BC 385.88 rC 386.57 4 " CEMENT BC 386.07 CONCRETE TEMPORARY HAMMER"HE- - TURNAROUND EASEMENT pOX_ SEE NOTE, THIS SHEETA c� C) 8' PLANTER 5' SIDEWALK 02 NTS 3' 4 " CEMENT CONCRETE CATCH BASIN & STORM SEWERS (TYP.) NTS �I 1 12 TC 385.57 I9C 385.0+7 TC 384.97 '� ►� BC 384.47 f 4 TC 384.99 001 4_1 BC 384.49 -- �- - TEMPORARY HAIIIA1'ERf rAD TURNAROUND EASEMENT 385.23 384.39 �k SEE NOTE, THIS SHEET TC 384.59 BC 384.09 _ �i 2 00111k,'1 TC 386.17 BC 385.67TC 384. �2 TC 364.44"-'X , BC 383.68 BC 383 78 (LOW PT.) ' (Low PT) TC 384.4 .3 BC 383.93 NOTE. PAVEMENT CROSS-SEC77ON WITHIN TEMPORARY HAMMERHEAD TURNAROUND SHALL BE 4" HMA OVER 6" CRUSHED ROCK (RESIDENTIAL STREET ROAD CROSS-SEC770N) TEMPORARY HAMMERHEAD TURNAROUND DETAIL - SCALE: 1"--20 TEMPORARY HAMMERHEAD TURNAROUND EASEMENT NOTE THOSE PORTIONS OF THE TEMPORARY HAMMERHEAD TURNAROUND ENCROACHING ONTO PRIVATE LOTS SHALL BE PLACED IN AN EASEMENT ON THE FINAL PLAT. THESE EASEMENTS WILL BE TERMINATED UPON THE EXTENSIONS OF THE RESP£CTTVE RIGHTS OF WAY, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER EXTENDING SAID RICHT OF WAY TO REMOVE THE IMPROVEMENTS ASSOCIATED WITH THE TEMPORARY TURN AROUND AND RECONSTRUCT THE STANDARD ROADWAY CROSS SECTION THROUGH THESE AREAS. + p A Jam+ STRONG D.R. J TR O V G CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033SCALE O 425.827.3063 F 425.827.2423 1 CRY COMMENTS 11.13.14 kW 102.13.15 kW SURVEYED: WS GALE: AS NOTED VERTICAL: NAVO 1988 HORIZONTAL= NAD 1983/1991 DATUM 2 CfTY COMMENTS MAJ 105.1 9.15 MAJ GESIGNf YLP 3 CRY COMMENTS _ MAJ 07.13.15 MAJ 4 MYIJIRS MAJ 07'.23.15 MAJ DRAWN: YLP � ONE INCH I a m CHECK€D.:�r 1 1�11'1Y AT FULL SCALE IF NOT ONE INCH ACCORDINGLY NO. REVISION �3`r` [SATE APPR APP--') MAJ AS -BUILT CITY OF tR RENTON Planning/Building/Public Works Dept. C'D' rz_ l RECOMMENDED FOR APP©VAL BY: Dae: ' CD 0 Uj Z p w ov � m I � �n � n C m D z 0 C m BY: Date. p BY: Date: j C3 BY: .: Date: D THE ENCLAVE AT BRIDLE RIDGE ROAD SECTIONS AND GRADING DETAILS U14005368 DRS PROJECT N0. 13117 IAI-INININ DATE: 10.43.14 FIELDBOOK; PAGE: DRAWING Np: C11 SHOE OF: 11 29 CD 0 p w ov � �n lt:� C m fro rn rn Q � s >m a m BY: Date. p BY: Date: j C3 BY: .: Date: D THE ENCLAVE AT BRIDLE RIDGE ROAD SECTIONS AND GRADING DETAILS U14005368 DRS PROJECT N0. 13117 IAI-INININ DATE: 10.43.14 FIELDBOOK; PAGE: DRAWING Np: C11 SHOE OF: 11 29 LLJ w -- U r LU y 0 rIl a_ CL J m Q LLJ U W bi STA. 53+47.26 11.22' R SEE TAPER CAL CULA 77ON THIS SHEET -i4 LF 12' LCPE (P21) - CB 20, TYPE 1 I/ STA. 52+73.61, RIM -40045- 4DO.-ID 12' IE J�'5; t (ES) IN, r 31?• OM 345,1z(5) END FULL MOTH OVERLAY BEGIN HALF S r O LAY STA. 51489-29 -41- LF 12' LCPE (P7) • RIM -999�90.� q 17 12" IE } 1 Y� n CB 19, TYPE 1 RIM -37x94 '3 ?.G16 $ .16b' 12' 1E d�F#:!M (N, S) IN, T '��V CB 5 TYPE 1 STA. 49+47,19,1.17" R } --RIM- r384o+1-'��• M • 12IE (N, SE) IN, D T o I / EX. 12"'CONC N=397.42 M I suRvZrEQ SII M&I 05.19.15 MAJ DESIGNED_ YL.P IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE 1 1 CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON �- THE APPROVED CONSTRUC77ON DRAWINGS ,¢'XXX ON FILE WITH CITY OF STA. 52+73.61, 1710' R 6AAJ RIM=369.51 1 RIM 3M O& 3401.`7'; �� N� EX. 12' IE (N) IN A7. CHECKED; 28 meq. 53 4t7D:7' 49 :� 12' IE 4". 46- (W) OUr � • �W� APPROVED! fw1�J 18"CMP SE= 364.11 I START UPSTREAM BYPASS EX. CB I I CO 108 TYPE 1 I 18 "CMP S=366.35 11 I I li ILII II` II I BI-DIREC77ON�AL VANED J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. GRA 7E M 7H 4. PER SEC 77ON 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY ! THROUGH CURB INLET TRENCHING IS KITHIN THREE FEET (3) OF ANY ADJACENT" LANE LINE y g1 STA. 11+20.00 12.54' L - __ _ +°t PRI VA TF TYPE 1 CB OR PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF C� y 2' IE - �• =y 2�LF 12' APPROVED EQUAL TYP. LCPE (P108) SEE PRIVATE CB SCHEDULE I FINAL L OCA T70NS TO BE SHO MV ON FINAL PLAT. _ TABLE THIS SHEET LANDSCAPING NOTE '10' - A. CLEAR11 - ± :Fou -ISE 6TH - - #-- - J 13 Y 1z a� -LF 12" LCPE P9 ca 19 CB 7 TYPE 1 f 8 TYPE 1 STA. 10+41.50, -Il 7'-D1REC77ONAL VANE TYPE 1 RIM 1#04F394GRATE WITH 12' IE alb 6Sw) THROUGH CURB INLET STA. 13+03.77, 12.1 IN, OUT °}V. STA. 11+20.00, 12.54' RIM �' 3C1 1.71 392 }� RIM 39•i#q �l.:: 12 " 1E• N w I T 1 12' 1E ,�'&�•00 (NE) I 3a 5•Ss� N 12' IE ( oxu 390 w 50u Lop - © aftle O s 016 h29 G SE 1/4 SECTION 74, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA l/EATBRIDLERIDGE (0 WEN 9 IFFF y_ N) 3 4 N) . " STORM STUB TYP. OR DETAILS 6 °' fag TYPE 1 STA. IJ- 77, 12.17' L ,RIM -,39�:�g�j• IES (S OUT y_L - - I - - - 6' s+1r7 Pvc -- t�7-24 `� 12' LCPE (Prv) 27 404 402- 400- 3,98- 396 02 400 398 -- 396 �.5 ** LF 12" LCPE (P17, ,i'6, ! "3iLF a -may $ IVa 10' PRIVATE STA. ` w7 06 1- - T jj0%0- - 71 EASEMEN dyd7 7v '401 y a 12" IE � (E) OUTAF 3� 1 LF 12' LCPE (P5) -49I 27 LF 18' tCPE (P#) go I CB 103 TYPE 1 STA. 48+51.17 21.1 'R p RIM-3m.-ff j sl" I 12'" IE &L NE) T CONNECT TO EXISIr-1 1rt$TA. 47+98.90, 15.44' L I 17 • RIM 1378.6# 1$�6_IVEw 12' IE 47*.4 4 (E) IN l 1ri•�1 1� IE J,16.44 (SE) OUT ! I ��E N1G CB MAY BE SUB.ECT, TO I I REPLACEMENT SED ON FIELD"lee CONDI77ON � (CONT AcToR To POTH6 � GAS LINE EAST OF CB PRIOR TO CONSTRUCT70N1) 1 CTIIINECT TO EXISTING B T-1 v I STA. 47+30.14, 21.74' R 1 3%.47. RIM .4F-(ADJUSr RIM) 3?�j.')%Ew 12' 1E 373:#373:#(E) IN 1/ 78 17 -IBEX. 18' CMP IE :14• (NW) IN ` I 37;.17" EX. 18' CMP 1E�1# (S) OUIf' V EXISTING CB MAY BE SUBXcr TO REPLACEMENT BASED ON F7EJLD CONDI77ON j - I 6 SEE C 9 FOR DETAI QB 24 TYPE R �A. 46+64.57, 0,12' R IM 373.E 7b NEW 15' IE � ". �7 �NE) IN _ '� • 1 EX. 18 I -,zw .a'$ (N) IN ��' r .50EX. 18'4t 47"P (s) OUT ! 1 BEGIN SAIWUT ' STA. 46+62.84, 20.00 R EX. CB f' O RIM=372. 91 f 12 "CONC E= 370.21 18 "CMP N= 370.01 1, 18"CMP S=370.01 1 ■UFFENNEW Illimg A. �. py Wk r Call 2 Working bays Before You big 811; Utilities Underground Location Center 0D,MT,ND,0R,WAi I ONAi sr / IMPS 76 I, 6� tL� lox -w E� 3�b .a RIM &M 3$6 •°►� RIM5a 31¢ •5? YD 6 3d1�:'�"► �► IE �- IE aft it RIM d9B•99 %S5 Il �) 160,E 3 $y• -+'6iN'1 �+ 3 $ ,v?Civ) •� °2.?�I[�1� IE N& S.Gz 4 p O v , b6 v4+}91°� (4w) JS?.1dZ �Vi &' 3AZ JDZ �,. I I RIM .1 a+•1GiNy V"b 91 W .77 IE 378 73 3i°{.0 -LF 12' LCPE (P115) gra.a 1 22 a + ,Nq 1 1 24 ! CB 4, 23 TYPE 1L p I STA. 30+41,50 5.2 L BI-- EC 77 AL VANED CB 115 TYPE 1 RIM 31!2 96 Z j •7' GRA TE M ni STA. 17+1466, 66 1 .17' ! r2' IE W) 1N 7$• THROUGH C B INLET Ce 101 TYP RIM 4t t: I € 8 �-1 .-T 1 STA. 31+23 9 12.54' L RIM A.. 3 12.17' L 12 -IE" ". (E) OUT 18" IE 5 OUT 12' IE (S) 0U 12' IEFj.13 4 PVC v 5 r1O' R --- 3,34: 7 cxEAR Imo+ I � P3 4 I 1 p� LF L 210 LF 18' HDPE P2� - .... n _ - CD - - - - }- GO TYPE IL 1CB Z TYPE 1 f 1 - - - STA. 30+41.BI-DIRECTIONAL -3fl RIM W 1 2 1 LCPE (P1O1) •�''i12' IE 37P-99 (Sw) IN THROUGH CURB ! T DROP CATCH BAS1N STA. 33+33.53 11.39 R f� -iia* IE :N`f +413 (NE, 1N.OUT STA. 31+23 49, 54 R A I I 4 LF 12' LCPE 103) RIM Mt. -3P 3$ j • 15' PUBLIC SD 2 IE � (N) IN ----I- 1 TYPE ►% 12' IE 3 (N} IN 377J1 3r?rs. r'1 1S,' IE 53 {w) 1N EASEMENT ,� TA. 47+98. .'� 0' R 18' 1E x68` (W, } IN,OUT I. 24 LF 12 LCPE (P113J IM.a�s 47+98.9a .120' 376.63 �4 I� 3a�.as (S) OUT I I , 1 1 ' IE 376:x► (N, W) IN, OUT y` 1 CS 11.3 TYPE 1 {� HT1.9A �) 17 + STA, 19+10,.39, f2.17' R 171-91, RIM 38, 6 COM IN TEN 77ON ' ! 2' 1E MTh 04•VE OUT AND WETPOND INTERCEPTOR TRENCH LF 12' LCPE (P18) ERGS OVERFLOW BIRDCAGE 6' UV" STORAGE � I (INTERCEPTOR POINT) t 12' IE -3314. (W) OUT 7,� I 36' STEEL CASING 47 LF 12 LCPE (P17} 4 DEIb AGE I RIRAP TYP} A 1 SEE DETAIL SHEET CIS INTERCEPTOR TRE 382 - i8.390 -1(85 (85 LF); SEE DET IL. C19 394 -a--a18 LCPE - L .. �.. - 39. a0 374 372 370 368 STORM DRAINAGE ' a 2010 STEEL CA51NG SWNGING SR zo Ls CHAINLINK FENCE PE WSOOT . PLAN L-20.10-01 TYPE 3 1 CD. R. STRONG 2 3 CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 620' 7TH AVENUE, KIRKLAND, WA 98033 0425.8273063 F425.827.2423 5 + 1-DIREC77ONAL VANED i A TE W17H THROUGH CURB INLET 1 8� STA. 20+02-42,-12.34' R RIM d3 T r .q% �. 12' IE 37b- 6 (E, W) IN, OUT 0 1 -IKEEYSTONE WALL DRAIN 13 CON+NECTR N-POINT,1 .- 1.76. Z ro�j � 15' PUBLIC SD 5 EASEMENT J ---- 1�" LCPE ' PVC WAL CITY COMMENTS 11.13.14 CRY COMMENTS CRY COMMENTS WYLARS REVISION 7ETAIL, SHEET C19 31 LF 12' LCPE (P12) I I I II _ I it CB 16 TYPE 1/ STA. 16+21.79, 1,2.17' L RIM 0 -to 6.'7 V 12" 1E W s IN Our 49l .�� E SHEET C13 FOR CROSSING INFORMATION eI r_? 93 LF 12' LCPE (P16) 9 CB 15 TYPE 1 STA. 17+14.66, 12.17'L 1'2" IE X99` rO (Ni )W IVY 56 .1-S (04IS) 12�" E --- -() OUT 30%7.3 10 r; -- , I LF 12" LCPE (P15) :t'1S 13 TYPE 1 STA. 19+10.39, 2.17 L RIM 9. $tat S� 12' IE 385:-95 (N, W) IN 12' IE �► (SE) OUT 00 LF 12' LCPE (P13) W� , 11 1 CB 12. TYPE 2-4,6* IBI-DIRECT70NAL VANED GRATE WTH THROUGH CURB INLET STA. 20+18.78, 13.66' L RIM 343.7 4 }�T�(NW, W) IN (IN EX. 32 LF 18' CMP AIAJ02.13.15 M I suRvZrEQ RIM= 371.38 M&I 05.19.15 MAJ DESIGNED_ YL.P IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE AII�J 07.13.15 CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON DRAWNYLP THE APPROVED CONSTRUC77ON DRAWINGS ,¢'XXX ON FILE WITH CITY OF wLll.l 07.23.15 6AAJ RIM=369.51 ANY BUILDING PERMIT. ALL CONNECT70NS OF THE DRAINS MUST BE I{� I CHECKED; 28 meq. 53 4t7D:7' "1 I `� I ''ITE-� APPROVED! fw1�J CB 12. TYPE 2-4,6* IBI-DIRECT70NAL VANED GRATE WTH THROUGH CURB INLET STA. 20+18.78, 13.66' L RIM 343.7 4 }�T�(NW, W) IN (IN EX. 32 LF 18' CMP I EX. CB z RIM= 371.38 C K 18'*CMP E, S= 367.30 a m IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE - II l I I I I CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON I I !! I! Ii THE APPROVED CONSTRUC77ON DRAWINGS ,¢'XXX ON FILE WITH CITY OF EX. CB PENTON. THIS PLAN SHALL BE SUBMITTED KITH THE APPLICA 77ON OF RIM=369.51 ANY BUILDING PERMIT. ALL CONNECT70NS OF THE DRAINS MUST BE I{� I CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING 28 meq. 53 4t7D:7' IIS 31 39 9S 368" !I� lit 18"CMP SE= 364.11 - 0=w I I EX. CB I 1 11 _ . 18'"CMP N=366.37 I 18 "CMP S=366.35 11 I I li ILII II` II I BEGIN FU WD TH OVERLAY STA. 39+87.23 T 377►.►[' j 377 16 (Nv►v) I o I !! + 'f I �f y fl I JI R. !! t� w ;0 ! t A I,I N� elf 4 +� !1 it Ir !! !f I! EX. CB !! RIM=370.44 f! 18"CMP N=367.71 i 18 "CMP E=35 7.68 18"CMP W--367.64 � � I a I l +_ z NO TES: C K 1. ALL BUILDING DOWNSPOUTS, F0077NG DRAINS, AND DRAINS FROM ALL a m IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CROSSING INFORMA 77ON CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON SHEET C1,3 (TYP.) THE APPROVED CONSTRUC77ON DRAWINGS ,¢'XXX ON FILE WITH CITY OF EX. CB PENTON. THIS PLAN SHALL BE SUBMITTED KITH THE APPLICA 77ON OF RIM=369.51 ANY BUILDING PERMIT. ALL CONNECT70NS OF THE DRAINS MUST BE W/ 24" CMP STAND PIPE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING 28 meq. 53 4t7D:7' 12"RCP E=NIA 31 39 9S 368" 2, CONNEC77ON TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL 8E VIA 18"CMP SE= 364.11 - 0=w - 18"CMP W=364.07 KILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REWEW WEN APPLICA77ON IS MADE FOR A SINGLE FAMILY RESIDEN 77AL BUILDING PERMIT FOR EACH 1. TRACT "A" KILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT A" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWATER FACILITIES IN THE TRACT KILL BE RECORDED. 2 THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAIN TAINED STORM ELEYEN TS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. VER TI CAL DA TUM: NAVD 88 PER KING COUNTY DEPAR7MENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL - FL O W CONTROL DMP NOTES: 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMOOA TE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER LOT 1400 S.F. OF ROOF AREA ON EACH LO_; WILL BE ROUTED TO SPLASH BLOCKS, THUS U77LIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 509 THUS INCREASING THE ACTUAL ALLOWABLE BUILD -OUT IMPERVIOUS AREA BY 700 S.F. (50% OF 1400 S.F.). SPLASH BLOCKS REQUIRE A MINIMUM VEGETATED FLOWPATH OF AT LEAST 50 FEET, IF A 50 -FOOT FLOWPATH IS NOT AVAILABLE ON A GIVEN LOT, THEN A 20 --FOOT GRAVEL FILLED TRENCH SHALL BE UTILIZED FOR BASIC DISPERSION WITH A MINIMUM 25 -FOOT VEGETATED FLOKPATH. 2. BASIC DISPERSION, AND PERFORATED PIPE CONIVEC77ON BMP HAS BEEN U 77LIZED FOR THIS PLAT. 3. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT 0WNER- ROAD TAPER CAL CULA 770N = L W = W1DTH = 10.78 FEET S = SPEED (MPH) = 25 MPH L = TAPER LENGTH = 112 LF PRI VA TE CB SCHEDULE LOT,# RIM IE z NO TES: C K 1. ALL BUILDING DOWNSPOUTS, F0077NG DRAINS, AND DRAINS FROM ALL a m IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE -' CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON .•D THE APPROVED CONSTRUC77ON DRAWINGS ,¢'XXX ON FILE WITH CITY OF 18 3 off PENTON. THIS PLAN SHALL BE SUBMITTED KITH THE APPLICA 77ON OF a ANY BUILDING PERMIT. ALL CONNECT70NS OF THE DRAINS MUST BE I, CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING 28 meq. 53 4t7D:7' INSPEC77ON APPROVAL. 31 39 9S 368" 2, CONNEC77ON TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL 8E VIA m PERFORATED PIPE CONNECTION, COMPLIANCE MTN THIS REQUIREMENT KILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REWEW WEN APPLICA77ON IS MADE FOR A SINGLE FAMILY RESIDEN 77AL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 4. PER SEC 77ON 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY MOTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS KITHIN THREE FEET (3) OF ANY ADJACENT" LANE LINE y THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. PRI VA TE DRA INA GE EA SEMEN T NO TE.' PRIVATE DRAINAGE EASEMENTS TO BE GRANTED IN FRONT 10 -FEET OF LOTS ON WHICH STORM STUBS RENEF177NG AN ADJACENT LOT CROSS. FINAL L OCA T70NS TO BE SHO MV ON FINAL PLAT. LANDSCAPING NOTE 1. TRACT "A" KILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT A" ALLOWING THE CITY ACCESS TO INSPECT AND MAINTAIN THE POND AND ALL STORMWATER FACILITIES IN THE TRACT KILL BE RECORDED. 2 THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS. PRI VA TEL Y MAIN TAINED STORM ELEYEN TS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS. VER TI CAL DA TUM: NAVD 88 PER KING COUNTY DEPAR7MENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL - FL O W CONTROL DMP NOTES: 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMOOA TE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER LOT 1400 S.F. OF ROOF AREA ON EACH LO_; WILL BE ROUTED TO SPLASH BLOCKS, THUS U77LIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 509 THUS INCREASING THE ACTUAL ALLOWABLE BUILD -OUT IMPERVIOUS AREA BY 700 S.F. (50% OF 1400 S.F.). SPLASH BLOCKS REQUIRE A MINIMUM VEGETATED FLOWPATH OF AT LEAST 50 FEET, IF A 50 -FOOT FLOWPATH IS NOT AVAILABLE ON A GIVEN LOT, THEN A 20 --FOOT GRAVEL FILLED TRENCH SHALL BE UTILIZED FOR BASIC DISPERSION WITH A MINIMUM 25 -FOOT VEGETATED FLOKPATH. 2. BASIC DISPERSION, AND PERFORATED PIPE CONIVEC77ON BMP HAS BEEN U 77LIZED FOR THIS PLAT. 3. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT 0WNER- ROAD TAPER CAL CULA 770N = L W = W1DTH = 10.78 FEET S = SPEED (MPH) = 25 MPH L = TAPER LENGTH = 112 LF PRI VA TE CB SCHEDULE LOT,# RIM IE I 7 4 b f 0. 11 �. - 3;4- 3EI9�' y � 15 391.26 1 18 3 off ,1v" 21 C1b -M t 24 � �y�l 28 meq. 53 4t7D:7' r{�" 31 39 9S 368" LOT RUNOFF NOTE.• I I 0 2 z C s m �i+o�i.5"4i>+� `�• �1��4�. 6111 cry LF z111100, yl(61,;$d.3� Cy1 r n 37"':�9+GEi,3?�1.5`IU�►1,7►�1.bA.4�1' > > � 387.-Lfi(t 6 911j%7:z!LS), 071'.i1LS'1 ' 34b.c�3Ls).3°1�•a3 LE), JR7. AI P CD > m RUNOFF BETWEEN ADJACENT LOTS TO BE HANDLED DURING INDIWDUAL rCu BUILDING PERMI TS. m AS -BUILT i RECOMMENDED FOR APPOVAL CONNEC71a►r PaWT BY: Date: L� N(RTH -- BY: Date: mo ',SEE DETAIL, SHEET C19 GRAPHIC SCALE 0 20 40 80 BY: Date: BY: --- - Date: �. I I 1 INCH = 40 FT. �r:ALF 'JONTAL;: NAVD 83/1 THE ENCLAVE AT BRIDLE RIDGE AS NOTED HORIZONTAL; NAD t983/199r CITY O F RCN TON ROAD AND STORM DRAINAGE PLAN ONE INCH II DA7M AT FULL SCALE 1 Planning/Building/Public Warks Dept. IF NOT QNE 14JCH SCALE ACCORDINGLY U14005368 GATE: 10.03.14 a' FIELOGOM PACE: DRAWING NO: +C12 S>•9EET:12 Df"; 29 C � j� -> a s o i z DRS PROJECT N0. 13117 IAI-ININININ 0 w 00 � Y C �m 1 v� m� 0 w 00 � Y �m 1 v� m� �o 1 8d m m D. W 4 Z W J 4 °d m �n m � v� m� 1 8d m Am c� m D. W 4 Z W J 4 W LLJ �I Ly W 0 C Ld J Q OC m LLj V Ld N n w z J L, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,©R,WA) 380 f aC1 __- _ ISI j IF 370 18" IE 373.44 (Ef IN EX. 18" 1E 37144 �NSEX 18" rE 3". ce 2, T1PE = 373 d� SADDLE CAT - B 7 RIM 37 3 3 3 3.171 18" IE 376 69• (NE) IN37a �11(�E) �fif!' 18 E 18" IEJN 5,� OUT ��# C i `37+v•6 �► �t Za 5 I. RIM 3.7]2.91 EX. 12" IE 370.21 (E) IN EX. -48" -IE 370. Of -(W) W EX. 18" IE 370.01 (S) OUT NEW 18"1E 570•13(m) IN SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDLE RIDGE 12" IE 6ft M (N, SE) IN, OGT C8 103 TYPE 1 r 4 & LF 12' LG 'E 'jam 5 RIM 36fAW Z . �• 7 / + Sioii b 12" 1E- (NE) OUT �Q RIM 4& 3 1 LF 12" LC -PE 8" IE }3� 1-g NW) IN 378.13 8" IE 378:23• ((NE IN 37$•71 vie (P103) r8" IE 37e (S OUT377.73 73'/0 27 LF IV LCPE O� P4 3a 1g„ 0.7n'/6 f EX. C6, TYPE 1 C8_3, TYTIEE IL _ BYPASS LINE RIM Oft. 4& RIM S X7$.74 12" 1E 4?A90 (SW) IN 377.84 12" 1E_ :5}IN375.61(NE) 18' E 477,4& NE) IN,OUT 377. 94 CK F.) EX. 18" IES (SE) OUT 375.61 a- LF 12" L CPE 0 '*4,P.1: (P 18)_ i 156 TH A VE SE D.R. STRUNG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, INA 98033 0 425.827.3063 F 425-8272423 1 2 3 4 DESIGNED: YLP ; MAJ MAJ 07.23.15 MAJ DRAWN: YL.P 46+40 47+20 48+00 48+80 49+60 50+40 APPROVFpMAJ: GRAPHIC SCALE m 0 20 40 80 C) fG 1 INCH = 40 FT. I CIS Cr1 HORIZONTAL 0 2.5 5 Emmod 10 1 INCH = 5 FT. VERTICAL D.R. STRUNG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, INA 98033 0 425.827.3063 F 425-8272423 1 2 3 4 DESIGNED: YLP ; CITY COMMENTS 11.13.14 CITY COMMENTS CtTY 'COMMENTS MYLARS REVISION MAJ (072.1 410 suRVEYEp�� A3.15 MAJ 05.19.15 `MAJ MAJ DESIGNED: YLP MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ DRAWN: YL.P CHECKED,; F" DATE APPR APPROVFpMAJ: 'IN _0_ P.884 E,SW) IN, OUT Q 2. -"AF P7 . j, 12" IE a &90(NE.S) IN, OUT #68. 3"x$.77 (0 51+20 52+00 VER T1 CAL OA TUM: ce zu, 1 rrL 2_ 4d 390 BYPASS LINE RIMS �dD,ZD j' C 12" IEIN, OUT 3 %1,��,� 7•�Z�S� 44. L F 12 " L CPE 0 2. 00%- P21 1� C8 21, TYPE1 BYPASS LINE RIM $01q.17 EX. 12" IE 39' (N) IN 3q7. �?3�%1 12 " IE (W) OU T 3°17. I IS 1 380 t LO D tl 52+80 N O NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: 1, CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-112" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = 363.697 FEET (PUBLISHED ELEVA776N = 110.8.55 METERS) 2. CITY OF RENTON CONTROL POINT NO, 2103,• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE IN7ERSEC77ON OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT M TH TACK IN LEAD PLUG AT THE INTERSECTION OF SE 139TH ST. AND 155TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZONTAL DA TUM: NAD 1983191 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N8837'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. UTILITY CROSSING, SEE SHEET C29 FOR DETAILS g,CA L E: VERTICAL: NAVA 1980 C T Y O F AS NOTED HORIZONTAL NAD 198$f83/1 1996 RENTON I ONE INCH DATUM IAT o LONE SEN Plonning/Building/PuUlic Works Dept. SCALE ACCORDINGLY AS -6UILi RECOMMENDED- FOR APPOVAL BY Date:_ BY: Date: BY: Date: BY: Date: 7I�IS` DATE: THE ENCLAVE AT BRIDLE RIDGE 10.03.14 FIELD804x: ROAD AND STORM DRAINAGE PROFILE DRA DPAWING NO: C14 U14005368 SHEFT 14 6F: 29 DRS PROJECT NO. 13117IAI-ININININIA14 410 I � Q w ec � z C r> r �d ai m ce zu, 1 rrL 2_ 4d 390 BYPASS LINE RIMS �dD,ZD j' C 12" IEIN, OUT 3 %1,��,� 7•�Z�S� 44. L F 12 " L CPE 0 2. 00%- P21 1� C8 21, TYPE1 BYPASS LINE RIM $01q.17 EX. 12" IE 39' (N) IN 3q7. �?3�%1 12 " IE (W) OU T 3°17. I IS 1 380 t LO D tl 52+80 N O NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: 1, CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-112" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = 363.697 FEET (PUBLISHED ELEVA776N = 110.8.55 METERS) 2. CITY OF RENTON CONTROL POINT NO, 2103,• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE IN7ERSEC77ON OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT M TH TACK IN LEAD PLUG AT THE INTERSECTION OF SE 139TH ST. AND 155TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZONTAL DA TUM: NAD 1983191 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N8837'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. UTILITY CROSSING, SEE SHEET C29 FOR DETAILS g,CA L E: VERTICAL: NAVA 1980 C T Y O F AS NOTED HORIZONTAL NAD 198$f83/1 1996 RENTON I ONE INCH DATUM IAT o LONE SEN Plonning/Building/PuUlic Works Dept. SCALE ACCORDINGLY AS -6UILi RECOMMENDED- FOR APPOVAL BY Date:_ BY: Date: BY: Date: BY: Date: 7I�IS` DATE: THE ENCLAVE AT BRIDLE RIDGE 10.03.14 FIELD804x: ROAD AND STORM DRAINAGE PROFILE DRA DPAWING NO: C14 U14005368 SHEFT 14 6F: 29 DRS PROJECT NO. 13117IAI-ININININIA14 U1 I � Q w ec � z C r> r R n~ ai m m C) fG I � Q w ec � > > > r> r R n~ �r C) fG I CIS Cr1 I � Q T1- -Rd - 0 0 0 I r w w Q CD z 0 � w 0 (Ir - CL Ld m w J U Z L1J LTJ ti N 420 L.P. ELEV = 394.48 L.P. STA 11+f9.89 -_ -_ PW STA 11+82,39 — PW ELEV - 392.61 A.D. = 8: 00 K - 31,25 250.00' VC 410 �I .379 fi 78 LF 12" LCPE -- C?•1y �1� RIM 394,$* 12" IE -39&43 ()I E, Wj IN, IN, DUT W AA LA 44, LF 12" LCPE rl -rWX (P108) RIM 394:1# 12' IE 391.14 (S) OUT CB 7, TYPE 11 RIM -,394.+9# -.515,016 12" IE -3ft. 8+ (E.SW, Li LF 12" LOPE 0-2�79a X 6 TYPE 1 �•� RIM -tW.90 93,1] 12" IE 31880°9G' (IV,t~S) IN, OUT , t -Acwk) AS. -77 Li) SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE n ca - - - - 12" IE 497.74 (IV,W) IN 3�7.i (1 •- 390 - - 4 LF 12" LOPE 0-&6M (P10) �TM -24 LF 12" LCPE 44.-014X (P115) 12" IE X397, 70 (S) OUT 3q�,3'� SN ,.. ' 6X1517NG GRADE A T RIA- -"9.6& 3`11,7Z 12" IE-64M.55:.(S) OUT v, -CB 115, TWE r RIM .404.1# InIng- 75W CE►�ITERUNE - " IE 39&lt (E) OUT cnICA 9 i 400 " do — —-k-- -- -,� �i L CB 13 TYPE1 _ RIM 389.44` .:. 0 2.5 5 10 4] 12" IE M!8 (N W) IN Rn5 6b` P -i 16,g IN C6 �I .379 fi 78 LF 12" LCPE -- C?•1y �1� RIM 394,$* 12" IE -39&43 ()I E, Wj IN, IN, DUT W AA LA 44, LF 12" LCPE rl -rWX (P108) RIM 394:1# 12' IE 391.14 (S) OUT CB 7, TYPE 11 RIM -,394.+9# -.515,016 12" IE -3ft. 8+ (E.SW, Li LF 12" LOPE 0-2�79a X 6 TYPE 1 �•� RIM -tW.90 93,1] 12" IE 31880°9G' (IV,t~S) IN, OUT , t -Acwk) AS. -77 Li) SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE H. P. ELEV - 409.29 H. P. STA = 15+22.86 PW STA = 15+22.86 PW ELEV - 413.04 A.D. _ -12.00 K = 20.83 250.00' VD 410 - ----- ------------ C1 ,�<- -` — _ ...—.—. _ •.,.._ . _ , _ _ FINISHED GRADE AT - ROW CENTERLINE - - - -� 7? n++qi w -- 460 08_1 6L TYPE 1 - ... RIM so&" 40b.*71` �} .. 12IE 49Y.50 (W, S) IN, OUT Ir i -04-LF 12" LOPE 0--4;172 (P17) c it CB 17 TYPE 1 - RIM RIM 466 6t1 — --- --- 12" IE --`468- {E} OUT '�• .� CB 15 TYPE 1 RIM 39y::�%.7 n ca - - - - 12" IE 497.74 (IV,W) IN 3�7.i (1 •- 390 - H. P. ELEV - 409.29 H. P. STA = 15+22.86 PW STA = 15+22.86 PW ELEV - 413.04 A.D. _ -12.00 K = 20.83 250.00' VD 410 - ----- ------------ C1 ,�<- -` — _ ...—.—. _ •.,.._ . _ , _ _ FINISHED GRADE AT - ROW CENTERLINE - - - -� 7? n++qi w -- 460 08_1 6L TYPE 1 - ... RIM so&" 40b.*71` �} .. 12IE 49Y.50 (W, S) IN, OUT Ir i -04-LF 12" LOPE 0--4;172 (P17) c it CB 17 TYPE 1 - RIM RIM 466 6t1 — --- --- 12" IE --`468- {E} OUT '�• .� CB 15 TYPE 1 RIM 39y::�%.7 n - - - - - - - 12" IE 497.74 (IV,W) IN 3�7.i (1 •- 390 - - 4 LF 12" LOPE 0-&6M (P10) �TM -24 LF 12" LCPE 44.-014X (P115) 12" IE X397, 70 (S) OUT 3q�,3'� CB 10, TYPE J 07r ,.. ' 6X1517NG GRADE A T RIA- -"9.6& 3`11,7Z 12" IE-64M.55:.(S) OUT v, -CB 115, TWE r RIM .404.1# W 75W CE►�ITERUNE - " IE 39&lt (E) OUT cnICA 9 i -- ----- do — —-k-- -- -,� �i L CB 13 TYPE1 _ RIM 389.44` .:. 0 2.5 5 10 COUNTY SURVEY CONTROL POINTS 3763 AND 3764. 12" IE M!8 (N W) IN Rn5 6b` P -i 16,g IN C6 - jr fir. U' H. P. ELEV - 409.29 H. P. STA = 15+22.86 PW STA = 15+22.86 PW ELEV - 413.04 A.D. _ -12.00 K = 20.83 250.00' VD 410 - ----- ------------ C1 ,�<- -` — _ ...—.—. _ •.,.._ . _ , _ _ FINISHED GRADE AT - ROW CENTERLINE - - - -� 7? n++qi w -- 460 08_1 6L TYPE 1 - ... RIM so&" 40b.*71` �} .. 12IE 49Y.50 (W, S) IN, OUT Ir i -04-LF 12" LOPE 0--4;172 (P17) c it CB 17 TYPE 1 - RIM RIM 466 6t1 — --- --- 12" IE --`468- {E} OUT '�• .� CB 15 TYPE 1 RIM 39y::�%.7 n - - - - - - - 12" IE 497.74 (IV,W) IN 3�7.i (1 •- 390 - - 4 LF 12" LOPE 0-&6M (P10) -24 LF 12" LCPE 44.-014X (P115) 12" IE X397, 70 (S) OUT 3q�,3'� CB 10, TYPE J 07r � m m.� ' RIA- -"9.6& 3`11,7Z 12" IE-64M.55:.(S) OUT v, -CB 115, TWE r RIM .404.1# N �* oo w " IE 39&lt (E) OUT cnICA 9 i -- ----- do — —-k-- -- -,� �i L CB 13 TYPE1 _ RIM 389.44` .:. 0 2.5 5 10 COUNTY SURVEY CONTROL POINTS 3763 AND 3764. 12" IE M!8 (N W) IN Rn5 6b` P -i 12" 1E 39&-0& (SE) OUT 65C� ju 0zy 24 LF 12" LCPE 044119 P 0) ._ . -380... ' I CB 11 TYPE 1 j 11a1I1f 389.44 �✓ is 12" IEM&(E) OUT x 3 / I >+ SE 6TH ST WA PA TO PL SE CS 12 TYPE 2-48" � �� RIA! 383.50.33 .-7 y 12' IE 377.27 (NW,W) IN,OUT 377.\5 (W� - it LF 12" LOPE 0 4,,QGX (P12) C8 11 TYPE 2-48" i'3 RIM 3ft ?1 -353.4111 12' IE , P&90 (& W) IN, OUT 3If�T1 �� 3'76.67 (w) I 10+00 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 1y+20 1U+UU VER Tl CAL DA TUM: I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. u WAS& ON L r �. 1 D.R. STRONG 2 CONSUL TING ,ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N © . O 425.827.3063 F425.8272423 CITY COMMENTS 11.13.14 CITY COMMENTS CITY COMMENTS MYLARS - REVISION NA VO 88 PER Cl TY OF REN TON VER TICAL CON TROL BENCHMARK: n N;t CIO!, DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE �n SE. ELEVATION = 363.697 FEET (PUBLISHED ELEVA77ON = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103,• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WI TH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE AKA THE NORTH � m m.� ' � v, w � N �* oo w o +n C4 do w •t �i L N86'37'40' "W ALONG THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SEC77ON 14-23-5 PER KING 0 2.5 5 10 COUNTY SURVEY CONTROL POINTS 3763 AND 3764. 0 U77LITY CROSSING, SEE SHEET C29 FOR DETAILS P -i 16,g IN C6 10+00 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 1y+20 1U+UU VER Tl CAL DA TUM: I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. u WAS& ON L r �. 1 D.R. STRONG 2 CONSUL TING ,ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N © . O 425.827.3063 F425.8272423 CITY COMMENTS 11.13.14 CITY COMMENTS CITY COMMENTS MYLARS - REVISION NA VO 88 PER Cl TY OF REN TON VER TICAL CON TROL BENCHMARK: n 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WTH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE �n SE. ELEVATION = 363.697 FEET (PUBLISHED ELEVA77ON = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103,• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WI TH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE AKA THE NORTH � m m.� QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 54794 FEET 3. Cl TY OF REN TON CON TROL POW T NO. 1909: CONCRETE MONUMEN T KI TH TACK IN LEAD PLUG A T THE INTERSECRON OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVA77ON = 372.,34 FEET. HORIZON TA DA TUM: GRAPHIC SCALE 0 20 40 80 NAD 1983/91 PER CITY OF RENTON MONUMENTS. 1 , BA51S OF BEARINGS : 1HOR ZONT L N86'37'40' "W ALONG THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SEC77ON 14-23-5 PER KING 0 2.5 5 10 COUNTY SURVEY CONTROL POINTS 3763 AND 3764. 0 U77LITY CROSSING, SEE SHEET C29 FOR DETAILS 1 INCH = 5 FT. VERTICAL cU+UU S-BW�T RECOMMENDED FOR APPOVAL BY Date:7 BY: Date: BY: Date: ), BY: = Date: tfl3 MAJ 02.13.15 MAJ SURVErED: SCAL.Et Sis (ZONAL; Q 1 1988THE ENCLAVE AT BRIDLE RIDGE MArI (T,g,1 g,15 AS NOTED HORIZONTAL; NQ i 983/+99 i 40,116 a� DESi E»ti� � 6 �J MAJ 07.13.1'5 MAJ i LP � RENTON - DRAWN MATJ 07..23.15 MAJ np ROAD AND STORM DRAINAGE PROFILE 4 ONE INCHDATMMM CHECKED! I ATFULL SCALE PiC]f1f1ing/BuIlding/P ublic Works Dept. BY DATE APPR M►ti If NET ONE INCH U140053+68 APPRp1+FD: SCALE 4CC4R61NGLY C L : 0-- $' DRS PROJECT NO. 13117 1AHNININ DAT E; 10.03.14 FIELDBOOK; PACE: DRAWING NE: C15 SHEET: 1 5 OF: 29 n w t 'a �n z D � m m.� 1 7 s r m - M r w t �n D � m m.� 1 7 - Q M rn D LIJ W < (D z r) cI w 0 {L W ry a . � L.IJ J LiJ N h z J U. 410 w� C L (3 f� b. L.P. ELEV = 381.91 L.P. STA - 31+23.49 PW STA - 31+85.99 PW ELEV - 380.04 A.D. - 8.00 I K - 31.25 250.00' VC I i 7 GRADE AT EXISTING GRADE AT -- -- - IOW CENTERLINE .s F r. - r+�► CB 3 TYPE x. d RIM 384:40 3 12' IE 1"ve- (sw) IN 3-77. `i 18" 1E 3".40 (N.E) KOUT 377.54 CN► 0 3717. _ - 7!2- HDPE O � 50.1 09 RLTYPE 1L RIM -dW.57 J 12' IE 477.1& {N) IN 377.13 CN) 18' IE -376.60 (WE) IN, OUT 7 3 e - -Rs LF 12' LCPE O -5. (P102) I C8 102 TYPE 1 r RIM -Wt. 576 P, �.:. 6.15% 12' IE ,87&37 (S) OUT _LCPE O "7X (83Z SE 7/4 SECTION 7 4, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VL A T BRIDLE RIDGE PVI STA = 34+72.51 tp 24 LF 12' LCPE O *9r&L (P101i PW ELEV = 397.23 N 390 " A. D. _ - 4.00 117 ERJ'CALAD 18�e �=0R120NT;iL: NAL+ ,9@31'7991 r+••v DATUM K = 5.00 410 390 - _.20.00' VC 9$ I�IIW OLSIGNED: �' 3 CITY COMMENTS MAJ 07.13.15 MAA 4 � II 07.23.15 w� C L (3 f� b. L.P. ELEV = 381.91 L.P. STA - 31+23.49 PW STA - 31+85.99 PW ELEV - 380.04 A.D. - 8.00 I K - 31.25 250.00' VC I i 7 GRADE AT EXISTING GRADE AT -- -- - IOW CENTERLINE .s F r. - r+�► CB 3 TYPE x. d RIM 384:40 3 12' IE 1"ve- (sw) IN 3-77. `i 18" 1E 3".40 (N.E) KOUT 377.54 CN► 0 3717. _ - 7!2- HDPE O � 50.1 09 RLTYPE 1L RIM -dW.57 J 12' IE 477.1& {N) IN 377.13 CN) 18' IE -376.60 (WE) IN, OUT 7 3 e - -Rs LF 12' LCPE O -5. (P102) I C8 102 TYPE 1 r RIM -Wt. 576 P, �.:. 6.15% 12' IE ,87&37 (S) OUT _LCPE O "7X (83Z SE 7/4 SECTION 7 4, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VL A T BRIDLE RIDGE PVI STA = 34+72.51 tp 24 LF 12' LCPE O *9r&L (P101i PW ELEV = 397.23 N '� �.1,7% A. D. _ - 4.00 117 ERJ'CALAD 18�e �=0R120NT;iL: NAL+ ,9@31'7991 r+••v DATUM K = 5.00 410 390 - _.20.00' VC DID I�IIW OLSIGNED: �' 3 CITY COMMENTS MAJ 07.13.15 MAA 4 � II 07.23.15 DRAWN� tn tn kn � K a c CHECKED: �I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 11,10. REVISION BY DATE jl APPRCJvf t� " to a 0 CB 101 TYPE 1 REM-:3ea�3� 4 - _ r 12" IE x7" (S) OUT 2 400 - 380 INLET 1 DROP CATCH BA51N RIM -*W.60 -; + • 4- 12* IE -585.0& (N) IN 3$�►.1L� 1) 18" IE -375.65 (W) IN 375.56 CO) 24" IE 375.08 (S) OUT 374.(6b� • - 14 LFF 12' LCPE O 2 -WO (P101) C8 10 r TYPE 1 RIM 3388.55 � ;.79 12" 1E -385.55 (S) OUT 30+00 30+40 .31+20 32+00 32+80 33+60 34+40 35+20 ICER TICAL DA TUM. NA VD 88 PER CITY OF RENTON VER 77CAL CONTROL BENCH'M'ARK.- 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-112" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE A T THE INTERSEC77ON OF SE. 128TH STREET AND 156TH AVENUE SE. AICA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET J. CITY OF RENTON CONTROL POINT NO. 1909. CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE WTERSEC77ON OF SE 139TH ST AND 156TH AVENUE SE, ELEVATION = 372.34 FEET HORIZON TA DA TUM. NAD 1983191 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS• N8837'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SEC77ON 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. U77LITY CROSSING, SEE SHEET C29 FOR DETAILS 1'' Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A- sr,,,4,L'r 1 ® 4 12 ' WALL NOTES. - SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WTH BUILDING PEROI T. LOT 15/16 TRACT A' EA7S7ING GRADE WALL DRAIN rs� CS 1, TYPE 2 -48 - DROP -48 DROP MANN RIM -W-66 ',8S.66 1b [M) 370 12" IE 30aiM (N) IN -s • 18" IE 476:66 (W) IN 3� ,56(0) 24" IE 375.11& (5) OUT7y.�(�(,S� 24" IE'3� (N) IN 07 WITH CASING SPACERS AND END SEALS PER DETAIL, SHEET C19 POND INLET � cz tp O 1 v N u7 117 117 ERJ'CALAD 18�e �=0R120NT;iL: NAL+ ,9@31'7991 r+••v DATUM �► {�, 1►�i y�. CITY O =u E T� Planning/Building/Public Works Dept. THE ENCLAVE AT BRIDLE RlL10E ROAD AND STORM DRAINAGE PROFILE U1 40 5368 R CITY COMMENTS R DID I�IIW OLSIGNED: �' 3 CITY COMMENTS MAJ 07.13.15 MAA 4 � �r 07.23.15 DRAWN� r rr ! 0#80 1+60 FINISHED GRADE LOT 13 TRACT 'A" EXISTING GRADE WALL DRAIN 4 4A_r .� �0 f'e 370 I' 12" IE 376.96 (E, W) IN, OUT P 7' LSA ` .i1 LF 12' LCPE 04. -Off P12 3.76. V 6W) 5 od/r, C8 12 TYPE 2-48" RIM 303�� I 167>. 74 12" 1E -JFXJ;t NW, W) IN, OUT 377.16 COW) 37 7.15 (W) POND INLET 2 12' IE -370.00- (E) IN 15 LF 20'0 STEEL +' CASING WITH CASING SPACERS AND END SEALS PER DETAIL, SHEET C19 10 N as ' 7 �V rn Q7 srnu AS NOTED ERJ'CALAD 18�e �=0R120NT;iL: NAL+ ,9@31'7991 r+••v DATUM �► {�, 1►�i y�. CITY O =u E T� Planning/Building/Public Works Dept. THE ENCLAVE AT BRIDLE RlL10E ROAD AND STORM DRAINAGE PROFILE U1 40 5368 2 CITY COMMENTS MAJ 055.19.15 I�IIW OLSIGNED: �' 3 CITY COMMENTS MAJ 07.13.15 MAA 4 � M&I 07.23.15 DRAWN� CNE INCH I r ►e O+w U I LT T+60 GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL RECOMMENDFD FOR APPOVAL BY Dater BY: Date: BY: Date: BY:Dater D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6,20 7TH AVENUE, KIRKLAND. WA 98033 (7425.827.3063 F425.827.2423 1 CITY COMMENTS 11.13.1+4 MA,I 02,13.15 Ir1AJ SURVEYED: �� srnu AS NOTED ERJ'CALAD 18�e �=0R120NT;iL: NAL+ ,9@31'7991 r+••v DATUM �► {�, 1►�i y�. CITY O =u E T� Planning/Building/Public Works Dept. THE ENCLAVE AT BRIDLE RlL10E ROAD AND STORM DRAINAGE PROFILE U1 40 5368 2 CITY COMMENTS MAJ 055.19.15 I�IIW OLSIGNED: �' 3 CITY COMMENTS MAJ 07.13.15 MAA 4 � M&I 07.23.15 DRAWN� CNE INCH I CHECKED: �I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 11,10. REVISION BY DATE APPR APPRCJvf t� DA 1 E: 14.03.14 FIELOBOQK: PAGE: DRAWING NO; C16 SIaE=T 16 �F 29 Q�.j2 �8'� � � � DRS PROJECT N0. 13117 SAI-ININININ Z 1 C m m m Z z C W m m G W oc T 'o• n sy CD M I M_ • 7rt �° CLF moo f m W LW wry 0 Lij _a Fy M, W I 0 Z LsJ 1. . . i1� kW L�) 10 f +b MIN (REUW-61HMOCKOUT) (N} !N �wr an.�rr STA. 46+84.57 x''0. 1.2' R RIM 373.59X7 ii- NEW 18' IE 0 (NE) W EX. 18' IE 370.7t (N) IN EX. 18' IE 970.61 (S) OU7 390 360 370 l�J SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SHE ENCLA VE A T BRIDL E RIDGE PER WSDOT STD. PLAN L-20.10-02 TYPE 3 P/L TOP OF 6' WIDE BERM EL. 378.00 DESIGN W S. ELEVA 77ON ;377 ------------------------------------------------------------------------------------- --------- ----- - 6.0' LIVE ST RAGE_. ---------- -s ------------------ - - - ---------------- ----------------- w --------- --- Q- WATER QUALITY W.S. ELEVATION 4,71.00 24" INLET IE- "-H&A-C,�-T � 4.0' DEAD STORAGE I' SEDIMENT STORAGE -- TOP OF SEDIMENT STORAGE EL. 36700 POND BOTTOM ELEVA77ON 366.00 ---,,I-FOOT DEEP 4"-8" RIP -RAP BOTTOM 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 SECTION A -A Call 2 Working Days Before You Dig 811 Utilities Underground Location Center GD,MT,ND,©R,WA) aA. ,:asyj+ajj a 01DRS1 R a 2�D NA r1. [PI J-/,-- i 1 CITY COMMENTS 11.13.14 D.R. STRONG 2 CITY COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 4 Mruas ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, VVA 98033 N 0. R EV I S C O N 0 425,827.3063 F 426-827-2423 Ir m 02.13.15 kW L�) 10 � 05.1 9' 15 05.19-15 +b DESIGNED L N CO N N rn T\ '� "'� 1z n V - "i "i "i I") `% tl K) r 7 ni ^1 tt R ci 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 SECTION A -A Call 2 Working Days Before You Dig 811 Utilities Underground Location Center GD,MT,ND,©R,WA) aA. ,:asyj+ajj a 01DRS1 R a 2�D NA r1. [PI J-/,-- i 1 CITY COMMENTS 11.13.14 D.R. STRONG 2 CITY COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 4 Mruas ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, VVA 98033 N 0. R EV I S C O N 0 425,827.3063 F 426-827-2423 Ir m 02.13.15 kW suRVErEo: SJ5 .,� 1 MAJ � 05.1 9' 15 05.19-15 MN DESIGNED L MAJ 07.13,15 MAJ MAJ 07,23.15 M&I 4 RAWN n C1iECNEpttP M'j - DATE A P P R APPROVED: MAJ _..._..._ H O FRT` H �~ GRAPHIC SCALE 0 10 20 40 mommi1 INCH 20 FT. Y MAXIMUM 6" PVC WALL DRAIN 390 .3817 ` 6" PVC WALL DRAIN' GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 IINCH =5FT VERTICAL P/L ACCESS ROAD CROSS SECTION 4ADF DETENTION SUMMARY SHEET *RIP RAP PAD SPECIFICA_77ONS RIPRAP SHALL BE REASONABLY WELL GRADED M 7 GRADATION AS FOLLOWS.- MAXIMUM OLLOWS: MAXIMUM STONE SIZE., 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE: 16 INCHES MINIMUM STONE SIZE: 4 INCHES RIPRAP SIZING GOVERNED BY SIDE SLOPES ON OUTLET CHANNEL IS ASSUMED TO BE APPROXIMA TEL Y 3: 1 FOO TING NO TE RETAINING WALL WILL SUPPORT A PORTION OF THE POND EXCA VA 77ON AND LIVE STORAGE, PER THE GEOTECH, SOIL COND177ONS THROUGHOUT THE POND EXCA VA 77ON ARE EXPECTED TO CONSIST OF COMPETENT GLACIAL 77LL DEPOSITS. GIVEN THE RELA TI VEL Y MODERATE 3H: IV SLOPE LA YHACK FOR THE POND EXCA VA TION, A STANDARD FOOTING EMBEDMENT SUFFICIENT TO ACHIEVE FIVE -FEET TO "DAYLIGHT" IS ACCEPTABLE. DAYLIGHT" IS DEFINED AS THE HORIZONTAL DISTANCE BETWEEN THE BOTTOM EDGE OF F0077NG AND THE FACE OF THE 3H: I V SLOPE. A TWO TO THREE FOOT EMBEDMENT OF THE F0077NG WILL LIKELY ACHIEVE THIS CRITERIA, A GEOTECHNICAL ENGINEER SHOULD BE ONSITE TO OBSERVE THE F0077NG EXCA VA TION AND EMBEDMENT DEPTH TO CONFIRM CONDITIONS. mnnrmvm HEIGHT 6 -FEET (UNDER SEPARATE PERMIT) DESIGN W. ELEVA T7ON 4,17.,GO Pfd GRADE FROM PROPERTY TO WALL A T 2% MIN. fi -LIVE --------- a t --------- SEE F007ING NO WATER QUALITY W.S. ELEVATION 471,00 ---- THIS SHEET 370 1&� 07 24" INLET IE d89 Dt7 TOP OF SEDIMENT STORAGE EL. 367.00 4.0' DEAD STORAGE 3&�AlD L1 ' SEDIMENT STORAGE 1—FOOT DEEP 4"-8" RIP—RAP BOTTOM �e s sEcnoN e -e AS-QUIET 0+80 RECOMMENDED FOR APPOVAL BY: � Date: 7IS- BY: Date: BY: Date: BY: Date:. SCAI-E: VERTICAL: NAVA 1988 THE ENCLAVE A T BRIDLE RIDGE i 98 AS NOTED HORIZONTAL: NAD ,3,,99, D I Y RENT/�".�J F 1 a.v�. 1 FIELID DETENTION POND DETAILS RAGE DRAWING NO- ONE INCH m If AT T O SCALE lMF1fY�!! Planning/Building/'Public Works Dept. C17 IF NOT ONE INCH 3 �ry _ SCALE ACCORDINGLY � L1V 11 4005V 68 SHEET: CF: z 0 z c 3 > z 0 z c m w n >> m N � 1 n h r� �e s sEcnoN e -e AS-QUIET 0+80 RECOMMENDED FOR APPOVAL BY: � Date: 7IS- BY: Date: BY: Date: BY: Date:. SCAI-E: VERTICAL: NAVA 1988 THE ENCLAVE A T BRIDLE RIDGE i 98 AS NOTED HORIZONTAL: NAD ,3,,99, D I Y RENT/�".�J F 1 a.v�. 1 FIELID DETENTION POND DETAILS RAGE DRAWING NO- ONE INCH m If AT T O SCALE lMF1fY�!! Planning/Building/'Public Works Dept. C17 IF NOT ONE INCH 3 �ry _ SCALE ACCORDINGLY � L1V 11 4005V 68 SHEET: CF: z 0 z c 3 > z 0 z c m w n >> m Cn cn c rr � 1 r� m 'Allp �d- 0 0 CIS I �1 J L� rf3 BAR EACH CORNEr I3 BAR EACII SIDE 03 BAR EACI ..., PRECAST BASE SECTION FRAME AND VANED GRATE 6' OR 12' ONE #3 BAR I IGOP FOR 8- HEIGHT IWO M3 BAR ITOOPS FOR 171 MIGHT RECTANGULAR ADJUSTMENT SECTION' 113 BAR EACH CORNEr 18' MIN 113 BAR HOOP PIPE ALLOWANCES PIPE MAXIMUM Piet€ MATlRIAt. INSIDE MAXIMUM WALL BASE THICKNESS THICKNESS KNOCKOUT SIZE DIAMETER REINFORCED OR 12"� PLAIN CONCRETE MORTAR (TYP.) ALL METAL PIPE 15" CPSSP* 12 (STD. SPEC. 9-05.20) 0.19 0.19 SOLID WALL PWC 15' {STD. SPEC. 9-05.12(1)} r PROFILE WALL PVC IF(STD. SPEC- 9-05.12(2)1 8' TIO` w CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable atlefnatives to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the Standard Speclflcalions), or wire mesh having a minimum area of 0.12 square Inches per foot shall be used with the minimum required rebar Shawn in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shalt not be placed In the knockouts. 2- The knockout diameter shall not he greater than 20". Knockouts shall have a wail thickness of 2" minimum to 2.5" InaxlrTTum. Provide a 1.5' minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, All the gap with joint mortar In accordance with Standard Speciflcaflon 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed wllh the flange down. 5- The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or sleeper. 6- The opening shalt be measured at the lop of the precast base section. 7. AN pickup holes shall be grouted full after the basin has been placed. e. All grade rings and castings shall be set In mortar Irl accordance with Standard Specification 9-44.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION U~Y k�4 PUBLIC WORKS CATCH BASIN TYPE 7 SPI). PLAN - 200,00 DEPARTMENT MARCH 2008 SMOOTH VER 77CAL BA HOOK CLAML ANCHORED TO C. B. RISE DETAIL HOOK CLAMP SE 1 f 4 SECTION 14, TOWNSHIP IP 23 N. RANGE 5 E, W. M'. THE. FNCL A 11F A T BRIDLE RIDGE CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.100) m' HANnHOLD n - RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR AOJUSTMENT SECTION is GROUT, TYPICAL (SEE NOTE 5) FRAME AND VANED GRATE FLAT SLAB TOP NO'T`ES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be Installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thlrkness of 2" minimum to 2.5" maximum. Provide a 1.5' minimum gap between the knockout wall and [lie outside of Ifie pipe. After the pipe is installed, CII the gap with joint mortar in accordance with Standard Specification 9-04.3. s. All grade rin s risers and castin s shall be set In mortar in accordance with 15' (TYP) SEE NOTE 1 DIAMETER SMOOTH 4 HOOK CLAMPS EVENLY BARS EOUALL Y SPACED -� PLACED SEE DETAIL BELOW (4- O.C. MAX) PROVIDE MAINTENANCE ACCESS BY YIELDING 4 CROSSBARS TO 4 VER TICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOL TS AND PRO ODE LOCKING MECHANISM (PADLOCK) ON LOWER END. PLAIN WEW LOCATE STEPS DIRECTLY BELOW. J" DIA. SMOOTH ROUND BARS LOWER STEEL BAND" X 4" WIDE WELDED EQUALLY SPACED, FORMED TO FIT IN GROVE BARS SHALL BE WELDED TO OF C B. RISER24 " SEE UPPER & LOWER BANDS NOTE 1 (24 BANDS EVENLY SPACED SEE NOTE 1) UPPER STEELJ-1 BAND J" X 4- K10E ° NOTES: SEC77ON A -A WS. ELEV =fir i.5&^ TOP OF EMERGENC v OVERFLOW �2� _ STANDARD GALVANIZED STEPS OR LADDER 1, DIMENSIONS ARE FOR ILLUS7RA77ON ON 54" DIAMETER CO. FOR DIFFERENT DIAMETER CR'S ADJUST TO MAINTAIN 45' ANGLE ON "VERTICAL" BARS AND 7" O.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2.METAL PARTS MUST BE CORROSION RESISTANT, • STEEL BARS MUST BE GALVANIZED. 3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) 4, THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY FOR DEBRIS CAGES WITHIN ROAD RIGHT-OF-WAY, SEE DRAWNG 2-0.28 KCRS. BIRDCAGE EMERGENCY OVERFLOW Call 2 Working Days Before You. Dig 811 Utilities Underground Location ICen,er 0D,N4T,N0,0R,WA) VAS'h`! 4 32,�q '� 1 , W ONAL. PIPE 4e`, W. ee', rr. WOR ie' DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE THICKNESS THICKNESS KNOCKOUT SIZE MINIMUM BASE REINFORCING STEEL DISTANCE 10 in. Ott EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRALBASE. 48' 4- r 36" MORTAR (TYP.) 0.23 9.15 54- StABOES . r 42" 81 0.19 0.19 LADDER 5' 8' 48" r 0.25 0.25 72' 6' 8' TIO` it 0.35 0.24 04' i i4' 72' 12' 0.39 0.29 $ FILLET 31' z 12- r3ElIlFoacwlasreELrrrr.l 8M 54' 38' 46- 90. 60' 7r eACKFPLL FOR F'x'E 7[xIE eeoanls SEPARATE SASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER O RING Lz- --L ..-ILL FOR JLr rPE 7otiE eEOOIFK: Z SEPARATE BASE r. PRECAST NO'T`ES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be Installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thlrkness of 2" minimum to 2.5" maximum. Provide a 1.5' minimum gap between the knockout wall and [lie outside of Ifie pipe. After the pipe is installed, CII the gap with joint mortar in accordance with Standard Specification 9-04.3. s. All grade rin s risers and castin s shall be set In mortar in accordance with 15' (TYP) SEE NOTE 1 DIAMETER SMOOTH 4 HOOK CLAMPS EVENLY BARS EOUALL Y SPACED -� PLACED SEE DETAIL BELOW (4- O.C. MAX) PROVIDE MAINTENANCE ACCESS BY YIELDING 4 CROSSBARS TO 4 VER TICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOL TS AND PRO ODE LOCKING MECHANISM (PADLOCK) ON LOWER END. PLAIN WEW LOCATE STEPS DIRECTLY BELOW. J" DIA. SMOOTH ROUND BARS LOWER STEEL BAND" X 4" WIDE WELDED EQUALLY SPACED, FORMED TO FIT IN GROVE BARS SHALL BE WELDED TO OF C B. RISER24 " SEE UPPER & LOWER BANDS NOTE 1 (24 BANDS EVENLY SPACED SEE NOTE 1) UPPER STEELJ-1 BAND J" X 4- K10E ° NOTES: SEC77ON A -A WS. ELEV =fir i.5&^ TOP OF EMERGENC v OVERFLOW �2� _ STANDARD GALVANIZED STEPS OR LADDER 1, DIMENSIONS ARE FOR ILLUS7RA77ON ON 54" DIAMETER CO. FOR DIFFERENT DIAMETER CR'S ADJUST TO MAINTAIN 45' ANGLE ON "VERTICAL" BARS AND 7" O.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2.METAL PARTS MUST BE CORROSION RESISTANT, • STEEL BARS MUST BE GALVANIZED. 3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) 4, THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY FOR DEBRIS CAGES WITHIN ROAD RIGHT-OF-WAY, SEE DRAWNG 2-0.28 KCRS. BIRDCAGE EMERGENCY OVERFLOW Call 2 Working Days Before You. Dig 811 Utilities Underground Location ICen,er 0D,N4T,N0,0R,WA) VAS'h`! 4 32,�q '� 1 , W ONAL. PIPE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE THICKNESS THICKNESS KNOCKOUT SIZE MINIMUM BASE REINFORCING STEEL DISTANCE 10 in. Ott EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRALBASE. 48' 4- r 36" 6. 0.23 9.15 54- 4.5" r 42" 81 0.19 0.19 BD- 5' 8' 48" r 0.25 0.25 72' 6' 8' TIO` it 0.35 0.24 04' 8' i4' 72' 12' 0.39 0.29 42" 31' 17' 1 84' 12- 0.39 0.29 NO'T`ES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be Installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thlrkness of 2" minimum to 2.5" maximum. Provide a 1.5' minimum gap between the knockout wall and [lie outside of Ifie pipe. After the pipe is installed, CII the gap with joint mortar in accordance with Standard Specification 9-04.3. s. All grade rin s risers and castin s shall be set In mortar in accordance with 15' (TYP) SEE NOTE 1 DIAMETER SMOOTH 4 HOOK CLAMPS EVENLY BARS EOUALL Y SPACED -� PLACED SEE DETAIL BELOW (4- O.C. MAX) PROVIDE MAINTENANCE ACCESS BY YIELDING 4 CROSSBARS TO 4 VER TICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOL TS AND PRO ODE LOCKING MECHANISM (PADLOCK) ON LOWER END. PLAIN WEW LOCATE STEPS DIRECTLY BELOW. J" DIA. SMOOTH ROUND BARS LOWER STEEL BAND" X 4" WIDE WELDED EQUALLY SPACED, FORMED TO FIT IN GROVE BARS SHALL BE WELDED TO OF C B. RISER24 " SEE UPPER & LOWER BANDS NOTE 1 (24 BANDS EVENLY SPACED SEE NOTE 1) UPPER STEELJ-1 BAND J" X 4- K10E ° NOTES: SEC77ON A -A WS. ELEV =fir i.5&^ TOP OF EMERGENC v OVERFLOW �2� _ STANDARD GALVANIZED STEPS OR LADDER 1, DIMENSIONS ARE FOR ILLUS7RA77ON ON 54" DIAMETER CO. FOR DIFFERENT DIAMETER CR'S ADJUST TO MAINTAIN 45' ANGLE ON "VERTICAL" BARS AND 7" O.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND. 2.METAL PARTS MUST BE CORROSION RESISTANT, • STEEL BARS MUST BE GALVANIZED. 3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) 4, THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY FOR DEBRIS CAGES WITHIN ROAD RIGHT-OF-WAY, SEE DRAWNG 2-0.28 KCRS. BIRDCAGE EMERGENCY OVERFLOW Call 2 Working Days Before You. Dig 811 Utilities Underground Location ICen,er 0D,N4T,N0,0R,WA) VAS'h`! 4 32,�q '� 1 , W ONAL. Standard Specification 9-©4.3. g (D Camigaled P°lyelhylena Storm Sewer Pipe (Sid. Spec 9115.20) Q;Sid, spec- 9-05.12(1)) s ;std. Spec. 9-05.12(21) PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT j NTS FRAME & ROUND SOLIDCOVER MARKED GRAIN" W,/ LOCKING BOLTS 377.75 JAILHOUSE W9NDOW, SEE DETAIL, THIS SHEET HANDHOLDS, _ STEPS OR LADDER MATCH 2008 RIM .f379.7S-, 16" MAX. 0 2' MIN CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. 1 I IF ;URFACE AREA OF i I IE aASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHIG T H IT ISOBE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 1j MOND. SEE NOTE 4 STD. PLAN - 202,00 4 fs, � PUBLIC WORKS CATCH BASIN INSTALLATION DEPAR'T'MENT j - " - I` MARC.Il 200E DESIGN W S. _X77 (3CT ;'+ ., , µ 18'0 RISER PIPE SUPPORTS SEE NOTE 6 6" ELBOW 18"0 OUTLET PIPE 1E = g74 ---04t4 IES ORIFICE o=t.-_W *2.375 6" ELBOW IT = -37W 80 P 4.7 9 ORIFICE 0-2.26-2-31-25 1.5 x DIA. MIN. ELAN WEW SCALE I' = 2'-0" HC NOTE.' ALL THROUGH CURB INLETS MUST HAVE 6I-DIRECT70NTAL GRA TES SEE NOTI i TOP L1Ew FRAME DETAIL CURB OR CURS AND GUTTER MATCH TOP OF HOCM TO TOP OF CURB (TYP. HOOD ISOMETRIC VIEW �1 1* PUBLIC WORKS 1"' J DEPARTMENT 09 NOT INSTALL SAFETY BARI DEBRIS GUARD 20' • 24' WANED GRATE r FRAME DETAIL SECTION f A 1 CATCH BASIN' J = 7" 4- ('AIDE SIDE) ;H BASIN TYPE f (WIDE $IDE) BASIN TYPE 1L FRAME SEE NOTE 1 SECTION (A } NOTES 1. The asymmetry of the Combination Intel shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary si'Ightfy among dif- ferent manufacturers. The Frame may have Cast features Intended to support a grate guard. I food units shall mount outside of the Frame. The methods for fasleriing the Safety Bar I' Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. 3. Attach the Hood to the frame with two 314" x 2" hex head bolts, nuts, and oversize washers. The washers shall' have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the Contract, provide two holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 518" x - t 1 NC x 2" allen head cap screw, Location of boll -down hates varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile Iron Vaned Grates shall be used. 6- This pt an is Intended to show the installation details of a manufac- tured product. It Is not the Intent of this plan to show the specific detalls necessary to fabricate the castings shown on this drawing. OPEN CURB FACE STD, PLAN - 203.00 FRAME AND GRATE INSTALLATION DETAIL MARCH 2008 18"o INLET PIPE FROM POND IE= Zt 00, 18" INLET PIPE PIPE ALLOWANCES ' SJS MAJ CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ALL CONCRETE METAL CPSSP 0 SOLID WALL PVC PROFILE WALL PVC@ 48' 24' 30' 24' 27- 30" 54' 30" 3e' 30' 2r 36" 60' 38" 1 LOT 38" 36' 42" 77' 42' 1 54' 42" 31' 48' 84' S4' 8M 54' 38' 46- 90. 60' 7r sr 3' 48" Standard Specification 9-©4.3. g (D Camigaled P°lyelhylena Storm Sewer Pipe (Sid. Spec 9115.20) Q;Sid, spec- 9-05.12(1)) s ;std. Spec. 9-05.12(21) PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT j NTS FRAME & ROUND SOLIDCOVER MARKED GRAIN" W,/ LOCKING BOLTS 377.75 JAILHOUSE W9NDOW, SEE DETAIL, THIS SHEET HANDHOLDS, _ STEPS OR LADDER MATCH 2008 RIM .f379.7S-, 16" MAX. 0 2' MIN CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. 1 I IF ;URFACE AREA OF i I IE aASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHIG T H IT ISOBE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 1j MOND. SEE NOTE 4 STD. PLAN - 202,00 4 fs, � PUBLIC WORKS CATCH BASIN INSTALLATION DEPAR'T'MENT j - " - I` MARC.Il 200E DESIGN W S. _X77 (3CT ;'+ ., , µ 18'0 RISER PIPE SUPPORTS SEE NOTE 6 6" ELBOW 18"0 OUTLET PIPE 1E = g74 ---04t4 IES ORIFICE o=t.-_W *2.375 6" ELBOW IT = -37W 80 P 4.7 9 ORIFICE 0-2.26-2-31-25 1.5 x DIA. MIN. ELAN WEW SCALE I' = 2'-0" HC NOTE.' ALL THROUGH CURB INLETS MUST HAVE 6I-DIRECT70NTAL GRA TES SEE NOTI i TOP L1Ew FRAME DETAIL CURB OR CURS AND GUTTER MATCH TOP OF HOCM TO TOP OF CURB (TYP. HOOD ISOMETRIC VIEW �1 1* PUBLIC WORKS 1"' J DEPARTMENT 09 NOT INSTALL SAFETY BARI DEBRIS GUARD 20' • 24' WANED GRATE r FRAME DETAIL SECTION f A 1 CATCH BASIN' J = 7" 4- ('AIDE SIDE) ;H BASIN TYPE f (WIDE $IDE) BASIN TYPE 1L FRAME SEE NOTE 1 SECTION (A } NOTES 1. The asymmetry of the Combination Intel shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary si'Ightfy among dif- ferent manufacturers. The Frame may have Cast features Intended to support a grate guard. I food units shall mount outside of the Frame. The methods for fasleriing the Safety Bar I' Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. 3. Attach the Hood to the frame with two 314" x 2" hex head bolts, nuts, and oversize washers. The washers shall' have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the Contract, provide two holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 518" x - t 1 NC x 2" allen head cap screw, Location of boll -down hates varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile Iron Vaned Grates shall be used. 6- This pt an is Intended to show the installation details of a manufac- tured product. It Is not the Intent of this plan to show the specific detalls necessary to fabricate the castings shown on this drawing. OPEN CURB FACE STD, PLAN - 203.00 FRAME AND GRATE INSTALLATION DETAIL MARCH 2008 18"o INLET PIPE FROM POND IE= Zt 00, 18" INLET PIPE 002.13.15 ' SJS MAJ 18" OUTLET PIPE 05.19.15 IN VER T = 374 ' 7 4' 00 -MA ,* ' DESK;NED: AS` MAJ 07.13.15 #+MAI IN VER T = p*.-oo 37 DA 8 PER PLANS � DRAWN: YIP L 0 rrI PER PLANS CHECKED: E3"( DATE APPR APPRovED: MAJ 4 N O TES. l 8 1. USE A MINIMUM OF A 54" DIAMETER TYPE TWO CATCH BASIN. Y L ro 2' MIN 18'0 CMP RISER 2. OUTLET CAPACITY: 100- YR DEVELOPED PEAK FLOW C/J 3. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT 7REA TMEN T Z r. SHEAR GATE W/ CONTROL ROD . FRAME AND LADDER OR STEPS OFFSET SO: FOR CLEANOUT BRAIN (ROD A. CLEANOUT GATE IS VISIBLE FROM TOP. BENT AS REO'D FOR VER77CAL 2' MIN PLATE W1 5 B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT CA TE ALIGNMENT W/COVER) 1, -0 SM 1.52"t� ORIFICE SMOOTH EDGE 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: 36700 OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRE7E PIPE I.D. LESS 1/4" 6. PROVIDE AT LEAST ONE 3"X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 60"0 7 LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOW. 60 "0 CONTROL STRUCTURE 1 2 D.R. STRONG CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 62177TH AVENUE, KIRKLAND, INA 98033 04258273063 F425,827.2423 CITY COlriMEl+IT'S 11.13.14 CITY COMMENTS CTTX COMMENTS I.7 REVISION M&J 002.13.15 ' SJS MAJ Do m 05.19.15 CMN MAJ DESK;NED: AS` MAJ 07.13.15 #+MAI MAJ 07.23.15 MAJ DRAWN: YIP L 0 rrI CHECKED: E3"( DATE APPR APPRovED: MAJ N TS CIRCUMFERENCE LENGTH OF OPENING SIZED FOR TOO YR FLOW = 5.72' 0 VEBFLON v WS 1§77 -C65 - FRAME ATE X65-FRAME/GRATE FOR SECONDARY INLET. PROVIDE VERTICAL BARS IN FRAME 0 4 O.C. (OTHER FLOW SYSTEMS ACCEPTABLE IF APPROVED BY DDES) SEE ALSO THE SEPARATE OVERFLOW STRUCTURE SHOWN IN FIGURE 5. J. 1. C JAILHOUSE WNDO'W DETAIL REMOVABLE WATER77GHT COUPLING OR FLANGE NTS 6" MAX PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW RES TRIC TOR DETAIL SCALE: VERTICAL: 14AVD 1988 \ Ate+ ��IIry HORIZONTAL: NAD 1981/1991( ��lJ IOJL R E 1 T �i I ONE INCH i �� At FULL SCALE - Plan Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY A:-BUILT D NT RECOMMENDEQ FOR APPOVAL BY ERtDate: BY: Date: BY: Date: BY: N64Date: DATE: THE ENCLAVE AT BRIDLE RIDGE10.03.14 FIELDOMII,: PAGE STORM DRAINAGE DETAILS DRAWING NO: [^�� R C 1 B U 1 1 4005368 SHEET. 18 OF: F9 DRSPRQJECTNDr13117 A-�� M >y Z Z M MT M I� Do m n _ > 17, A L 0 rrI 't7 00 4 l 8 -t7 Y L ro C/J t11 I ' I < 1 D I— r) U U-1 (D QLQ J 0 fy M LTJ Q J Z W Lj IL IL rV 4 N h �T X N n TOP r 1117—`�\`—�,`�-t•`� CLW SLOT - SEE DETAIL AND NOTE t SECTION 1 Z0'N\'m\S"' NOTES Provide two slots in the grate that are vertically aligned 1, with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard SpecIflcallon 9-05,15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. A. Unless otherwise specified, vaned grates shall be used with standard frame Inthe travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use varied grates along rolled curbs. PUBLIC WORKS RECTANGULAR B1 -DIRECTIONAL STD. pLAN ��4 30 + +► + D,EPARTMEN'T VANED 'GRATE — - - MARCH 2008 PLACE END SPACER MAXIMUM OF ONE (1 ) FOOT FROM END OF CASING (TYP.) 1406' VAX. MAXIMUM DISTANCE STEEL PIPE CASING BETWEEN SPACERS (MILL PiPE) OR SHALL BE SIX DUCTILE IRON (6) FEET O.C. LN 79SAND LSEAL FILLED /ONE BRACE TENSION KNUCKLED SELVAM f` POST WIRE(TYP,) CASING END OF CASING NTH MAUNFACTURED RUBBER SPACER SHALL BE PLACED ON THE SPIGOT END SEAL DEVICE ENI] OF EACH SEGMENT AT THE LINE MARKING + THE LiMIT OF INSERTION INTO THE BELL- WHEN —CARRIER PIPE (PVC, SDR 35) THE JOINT IS COMPLETE. THE SPACER MALL BE A IN CONTACT WITH TIfE BELL OF THE JOINT SO L Y) v THAT THE SPACER PUSHES THE JOINT AND RE— TIEWIRE LIEVES COMPRESSION WITHIN THE JOINT. NOTES: 1. CASiNC SPACERS SHALL BE "CENTER POSITIONING" TYPE. 2. MINIMUM RUNNER Wl'DTH SHALL BE 2 INCHES. 3. RUNNER HEIGHT SHALL BE SIZED TO PROADE: A. MINIMUM(( 0..75" BETWEEN CARRIER PIPE BELL AND CASING PiPE WALL AT ALL TiMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION - CASING DETAIL 1, Call 2 Working Days Before You Dig 811 UtifitieB Underground Location Center 0D,MAT,ND,0R,WA) A. AL END OR CORNIER (BRACE) POST TENSION WIRE �, PULL POST i - TENSION VARE r� 7 r-' FABRIC Sa11e {TYP.) -- STRETCHER BAR (TIP., -; TENSION WIRE r '� NIDE RINGS MA ,.. SPACED 'C ,'NyAx END OR CORNER (BRACE) POST TF.NSIONWIRE� PULL POST TENSION WIRE ,, SrRErCHER _ 61R (tYF.l FABRIC BANG ITYP, •= CONCRETE POST BASE rrYP.) SE 1/4 SECTION 14, W.M. � TOWNSHIP 23 N. RANGE 5 E, � � C THE ENCLA VE A T BRIDL E RIDGE # � m 1 NOTES HOG RINGS (TYP.) 1. All concrete I abases shall N 10" SPACED 62r UM Post minimum diameter. BRACE T•osr 2. Aking The top And bottom, uskg H Rwgis, fallen the Chem Link Fence Fabric to the Tension wire within the Iknils of the A(st full Tetwir, weave. 3. Detalls are MUStRItHe and shell not E 101il hardware design or post selec- liol'1 of any palliculal Fence type. ,_ TIE WIRES ITYP.)- - SPACED® 14- MAX. SrRETCIiER KNUCKLED SELVAGE CWHN LIFBr r.. TEIrBrDH WIRE r (TYP.) FENCE FABRIC POS r - FABRIC CONCRETE POST FABRIC', - BAfIb SPACED 119 JV- al TYPE 3 TENSION WINE UNE POST - SPACED_ 1406' VAX. i PULL Post _ SPACED LN%. TENSION YARE 1Q AN%{1 Y1'} 1' IWd Beige background, teal Jeffers. LB+E POST -SPACED 01PFMX. BRACE TENSION KNUCKLED SELVAM f` POST WIRE(TYP,) [ [5 j TEF151o*1'MRE SECTION TrE WIRE Pressure treated, beveled tops, inch higher than sign f + TIE WEE '(TYP.) treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch TENS*" WIRE A ;- TEF L Y) v b z TIEWIRE FABRIC LOOP SIDES T DETAIL C b (TYP) r DNS. IS - AT FULL 9GALE IF NOT ONE INCH SCALE ACCORDINGLY N 0, FABRIC BAND (TYP.) BY C DAT E pjL` .� KNUCKLED SELVAGE STRETCHER BAR {TYP., i if_ c (TYP.) NOTES HOG RINGS (TYP.) 1. All concrete I abases shall N 10" SPACED 62r UM Post minimum diameter. BRACE T•osr 2. Aking The top And bottom, uskg H Rwgis, fallen the Chem Link Fence Fabric to the Tension wire within the Iknils of the A(st full Tetwir, weave. 3. Detalls are MUStRItHe and shell not E 101il hardware design or post selec- liol'1 of any palliculal Fence type. ,_ TIE WIRES ITYP.)- - SPACED® 14- MAX. SrRETCIiER KNUCKLED SELVAGE CWHN LIFBr r.. TEIrBrDH WIRE r (TYP.) FENCE FABRIC POS r - FABRIC CONCRETE POST FABRIC', - BAfIb SPACED 119 JV- al TYPE 3 TENSION WINE UNE POST - SPACED_ I 10• MAX (TYP., 'BRACE KNOCKLU TENSION WRt€ Material: a le' LN%. P05T ` SELVAGE I ��LE HOAR SIZE Beige background, teal Jeffers. TENSION WIRE ITYP) 6 SECTION TrE WIRE Pressure treated, beveled tops, inch higher than sign Installation: + 0�.13.1� treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch _.. FENCE LINE _ A 2 Ur DNI. L Y) v p.10 FABRIC BAND (TYP-, FABRIC LOOP SIDES T DETAIL C QQ {'31S3S2'a'Y2'X..',tSY.i£2 r DNS. IS - AT FULL 9GALE IF NOT ONE INCH SCALE ACCORDINGLY N 0, WAII W=1% BY C DAT E pjL` .� KNUCKLED SELVAGE X11 i if_ I (TYP.) TYPE 4 POST AND RAIL. SPECIFICATIONS 3 Ur 71 48 inches by 24 inches Material: 0.125 -gauge aluminum PORT PIPE ROLL FORMED ��LE HOAR SIZE Beige background, teal Jeffers. Type face: Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text: 1 inch; Outer border, {so -L 461 SECTION WEIf311T Pressure treated, beveled tops, inch higher than sign Installation: B.D.) 0�.13.1� treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch _.. FENCE LINE _ END. CCRNER, OR MULL POST 2 Ur DNI. L Y) v p.10 - - - — FABRIC LOOP SIDES T DETAIL LINE OR BRACE PORT r DNS. CHECKED - AT FULL 9GALE IF NOT ONE INCH SCALE ACCORDINGLY N 0, S 9 7 TENSION WIRE MOO RING e� rASRK;$AN, f EYE BOLT ^ TENSM WIRE �- STRETCHER MAR END OR CORNER (BRACE) POST DETAIL Aa TENSION WIRE -- BRACE POST DETAIL (D 1 Eti E NV T TENSION W7 FABRIC BAND ITYP-) LULL MST - SPACED HOG RIWr S 1 TVP ) I SaQ' MAX_ SPACED Q 24' ANX. .�`.�. TENSION WIRE- BRACE POST METHOD OF FASTENING STRETCHER BAR TO POST �•._ r TENSION WIRE STRETCHER MR (1'YP.) CHAFF urar VEarr a FABRIC !EYE BOLT j TURNSUCKLE _j "^ STRETCHER OAR trvn.) PULL POST (AT END OR CORNER) DETAIL r EYE BOLT EYE WT j TURNBVf,KLE TENSION YMiE3 _ - TENSIONWIRES FABRIC BAND (TYP.) lf- STRETCHER MR(TYP) PULL POST (mr,HHIIN^�RUNI DETA$ (D 1 ATLA d{fr;f �a4�cis�eF6'ti°°p� rroAL B�!1 1sr�i} CHAiN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-24.141-02 SHEET I OF 2 SHEETS APPROVED FOR PUELICATTON Pasco Eakorich fit +06/21/12 x- ww.�.ww.Sar o..�+.•..e d r..".r..F.Aw. TENSION WIRE ATR1 B 4 61 B.1.G41, Q A6 , bi 16 41 .'� $i C. �afiSIaTBF \' 1! I�I $S/0NAI. 1,� E CHAiN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 $"fE12OF2 SHEETS f APPROVED FDR PI16iFCA11011 Pasco asketich 111 0&71/12 AOL �}�. w^'rM`p^n saa u.,P^"'r.ni el rrerruwh.�lan This pond is in our care. Stv rmwate r Runoff is held here after storms. It is released slowly or stored untll' the next stornn when it is Pond replaced by incoming flows. This helps prevent downstream flooding and erosion and helps clean the water, For more information or to report littering, vandalism or other problems, call City of Renton at (425) 430.7440. A� Pond Name and Number SPECIFICATIONS: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non -reffective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Calors: Beige background, teal Jeffers. Type face: Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text: 1 inch; Outer border, 05.19.15 g inch border distance from edge: - inch; ail text 1 inch from border. Posts: Pressure treated, beveled tops, inch higher than sign Installation: Secure to chain link fence if available. Otherwrise install two 4"x4" posts, pressure 0�.13.1� treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch 4 minimum diameter), with the top sign no higher than 42 inches from ground surface, Placement: Face sign in direction of primary visual or physical access. Do not block any access road. MIIAAI Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). POND SIGN DETAIL 0 24" 0 3' - 6" (h►p) NTS IN TERCEP TOR TRENCH CROSS SECTION N TS AS-QU��T 1 CIT' COMMENTS 11.13.14 M1UAJ 02.13.15 MAN,J SURVEYED1988 �+:F �p D. R" STRONG CONSULTINGENGINEERS ENGINEERS PLANNERS SURVEYORS 820 7TH AVENUE KIRKLAND, WA 98033 0 42;5,827.3083 F 425.877.2423 sis SCALE . AS NOTE NAVA 63/1 HORIZONTVERTICAAL: HORIZONTAL: NAD 19s3/1991 '� T Y O F CITY I T /� \VI i\.J7 \VI I� �I\ � 1 ! 512( Planning/Building/Public Works [dept. 2 CiTY COMMENTS Mlllhl 05.19.15 MIAAI IL•r DRAWN- p� a � crnr COMMENTS MIfIIJ 0�.13.1� M�r�AI 4 MYlJiRS MIihJ (17.23.13 MIIAAI DRAWN Yl.P I ONE INCH I CHECKED - AT FULL 9GALE IF NOT ONE INCH SCALE ACCORDINGLY N 0, FR EV I S I O N BY C DAT E f l F7 P F; APPROVED: MIAJ RECOMMENDED FOR APPOVAL BY. Date:� BY: Date: BY: Date: BY:Date: THE ENCLAVE AT BRIDLE RIDGE STORM DRAINAGE DETAILS C19 U14005368 SHEET: 19 OF �9 QRS PR�DJECT N 0. 13117 � — '� 10.03.14 FIELDSOOK, PACE: M Z 0' C > M H �} tem R°Gd E 171 v1 y I ,Y all m > CD 16.3 z J L. SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 �� f �, � _ ► � I THEENCLAVEATBRIDLE R SEWER MANI !OLE RIM STA. 12+18.1 4.33 R Lij w TELE RISER " !E IN 4M,74 (f) RIM 395 �r� : s 7E-09 ($13i�5.1ot 8' IE IN JW, carr. (,E) 3b?, 72CQ LJ SIGN OUT (W) 347 (w) ■ IN WATER METER , s U _ + 410' CLEA 010-1 1 WATER VALVE � + E� _ , WATER BLOW OFFlip+ ..... 8 ....... JJ: 13 FIRE HYDRANT 1 _ DECIDOUS TREE1g. , ... �..'. r •� [Y] CONIFEROUS TREE l - - - _ •;".' . T f • y St ---PROPOSED STORM DRAINAGE PROPOSED SANI TAR Y SEWER STA. 15+50:.81 4.54'L FG 395,5 FG 395.6 ' FG 397.2 RIM 4v�'.'� � .' FG 400.4 FG 404.7 6' IE IN 4OVf& (E)4cvj$ PROPOSED WATER I ' 8' IE OUT -40f.61} (S) 30 29' ..31 I . FG 40A5, 7 �I :. I . FG 385.5 FG 385.6 FG 387.2 FG 390.4 FG 394.7 W I:: Fc 398.5 W z ot I. ------------------------- .. I. FG 384. Q F L QG L FG 384.0 FG 389. Q L: 23 24 FG 393.0 FG 397 D ' 6' SEWER TUB T-rP. 5SMH 3 STA. 48+96.#2, 5e 0C1 RIM 38`3. f7 .'. 4, , 3 8" IE IN 3'f-tff {NE) NF1 ;' S 10' CL R 8IE OUT ,4;;'3.5T (S) V. SS WH 11 I STA. 32+44.19, 438 R ... RIM -4.16 3 8' IE IN 99 (0375- I .. 8" IE OUT-3F7[l.16 (W) 19 18 _ .. FG 382.0 FG .383.0 17 7" 15 '14 FG 385.0 FG 367.0 FG 391.0 FG 395.0 a +;... A.M..' ®. 4 FG 418.0 17 E, W. M. IDGE STA. 14+77.,ia ' R RIM 77 LA, 6' IE IN 4&1v;-&N4�{1V 8' !E OUT 0.-(Wl FG 415.0 5 6 FG 413.0 ! ,f r� FG 409.0 i r 4 �• t y = II 8 FG 405.0 STA. 17+77.19, 4 ' RIM 35►788 � ` ' 1E IN --W�6P {N) 39b -97(M AFELOMENIEFr SSMH 2 t , STA. 45+95.51,,5.00' L +RIM 372! 62 4bo. M.1. fo) f 8' IE IN M4.72 (N) 400. S3 [ 0 8- IE OUT 3h94.62- (S) 40o. mwl • i �.1�) 3aiso tS) (21 4j 8' IE IN -380. 51 (E SEWER STUBS , 'J LOT *STATION IE AT MAIN LENGTH END IE SLOPE (%) -- ! -''� '. 1+29 LEGEND 42.8 397.19 li.9b 6.12 2 1+74 396.60 42.8 10 I' MAILBOX 3 1 2+36 399.65 42.8 . 11.33 UTILITY POLE" I'1' 401.04 I 3 ! --4ti6. �{ +1 STREET LIGHTF 5 � B FG 405.0 FG 409.0 FG 413.0 60.5 LIGHT POLE o 6 0+00 401.18 CATCH BASIN I • • SSMH 4 1+91 399.22 34.2 .. STA. 51+79.24, 5.00 L SSMH 5 SEWER MANI !OLE RIM STA. 12+18.1 4.33 R Lij w TELE RISER " !E IN 4M,74 (f) RIM 395 �r� : s 7E-09 ($13i�5.1ot 8' IE IN JW, carr. (,E) 3b?, 72CQ LJ SIGN OUT (W) 347 (w) ■ IN WATER METER , s U _ + 410' CLEA 010-1 1 WATER VALVE � + E� _ , WATER BLOW OFFlip+ ..... 8 ....... JJ: 13 FIRE HYDRANT 1 _ DECIDOUS TREE1g. , ... �..'. r •� [Y] CONIFEROUS TREE l - - - _ •;".' . T f • y St ---PROPOSED STORM DRAINAGE PROPOSED SANI TAR Y SEWER STA. 15+50:.81 4.54'L FG 395,5 FG 395.6 ' FG 397.2 RIM 4v�'.'� � .' FG 400.4 FG 404.7 6' IE IN 4OVf& (E)4cvj$ PROPOSED WATER I ' 8' IE OUT -40f.61} (S) 30 29' ..31 I . FG 40A5, 7 �I :. I . FG 385.5 FG 385.6 FG 387.2 FG 390.4 FG 394.7 W I:: Fc 398.5 W z ot I. ------------------------- .. I. FG 384. Q F L QG L FG 384.0 FG 389. Q L: 23 24 FG 393.0 FG 397 D ' 6' SEWER TUB T-rP. 5SMH 3 STA. 48+96.#2, 5e 0C1 RIM 38`3. f7 .'. 4, , 3 8" IE IN 3'f-tff {NE) NF1 ;' S 10' CL R 8IE OUT ,4;;'3.5T (S) V. SS WH 11 I STA. 32+44.19, 438 R ... RIM -4.16 3 8' IE IN 99 (0375- I .. 8" IE OUT-3F7[l.16 (W) 19 18 _ .. FG 382.0 FG .383.0 17 7" 15 '14 FG 385.0 FG 367.0 FG 391.0 FG 395.0 a +;... A.M..' ®. 4 FG 418.0 17 E, W. M. IDGE STA. 14+77.,ia ' R RIM 77 LA, 6' IE IN 4&1v;-&N4�{1V 8' !E OUT 0.-(Wl FG 415.0 5 6 FG 413.0 ! ,f r� FG 409.0 i r 4 �• t y = II 8 FG 405.0 STA. 17+77.19, 4 ' RIM 35►788 � ` ' 1E IN --W�6P {N) 39b -97(M AFELOMENIEFr SSMH 2 t , STA. 45+95.51,,5.00' L +RIM 372! 62 4bo. M.1. fo) f 8' IE IN M4.72 (N) 400. S3 [ 0 8- IE OUT 3h94.62- (S) 40o. mwl • i �.1�) 3aiso tS) (21 4j ....... .,,. NO Tf,,5. I 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE ' 2. END IE IS AT STUB END -- - - - 3 CONTRACTOR TO VERIFY ELEVATION OF EXISTING HOME'S SEWER PRIOR TO 70 FG 397.0 r. �. CONNECTION. ScW PO Nfn Al F-4 N Atk Irl FT NtX T16 MSE � � PrS-6 �I uzc SE 143RD S T .42 - sin 49196.42- SmL RIM-,t721M 3716. 4 j �y 8' IE IN wiot (N) 36 �.P�'1' 8" IE OUT .941:52 (S) � . URLITY CONFLICT N07F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY7NG THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VER17CA1 LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLING U77LITY LOCA IF AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS .. +±.. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WT,+ETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTIL177ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO TES.• 1. ALL TRENCH RESTORATION MTHIN THE CITY OF REN TON R.O.W. SHALL BE PER THE CURRENT CITY OF REN TON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE a.' TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT ty TPA VELED LANE AFFECTED WILL BE REPA VED. (SEE PERMI T NOTE BELOW FOR WORK WI THIN KING 'd COUNTY R. 0. W!) 2. REFER TO C13 FOR UTILITY CROSSINGS 3. MINIMUM SIDE SEWER SLOPE IS 2,00% 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVA77ON " LSA MGH T BA SEMEN T L O TS NO T• LOTS 26-31 TO UTILIZE PRIVATE EJECTION PUMP FOR LOWER FLOOR _i FERMI T NO TE:. KING COUNTY R. 0. W PERMIT IS NEEDED FOR WORK MTHIN KING COUNTY R.0. W. CITY OF RENTON WILL OBTAIN THE KING COUNTY R.O. W APPLICATION DOCUMENTS AND FEES FROM THE DEVELOPER. THE CITY WILL THEN APPLY FOR THE KING COUNTY R.0. W PERMIT FOR THE SEWER EXTENSION IN KING jr 7 COUNTY R. 0. W KING COUNTY R. 0. W RESTORATION WILL BE APPLICABLE FOR KING COUNTY R. 0. W. ~-T'EG III ,SEWER FEE NOTE: S�TA. 19+39.45, 2. L CENTRAL PLATEAU INTERCEPTOR SPECIAL ASSESSMENT DISTRICT SEWER FEE WILL BE APPLICABLE AT RIM 38.7-.99_�g ', THE TIME OF ISSUANCE OF THE UTILITY CONSTRUCTION PERMIT. 8' IE IN-3�8✓D-{SE) 56m%" ,JfE .EWE I�T - 8' IE OUT N) . . :...�...�...`...�...�... -- _ " 3, S SHALL BE INSTALLED A MINIMUM OF 8 FEET `7 .� .. � }TA t.}t34'�,,b � �r L � ' '� SIDE SEWER LINE � •... I * ?., . .�_ 3 � .�, �+�N) .'.°.. INTO EACH LOT: F�, CROSSING INFORMA TION , E CA1C 3 j�,• SHEET C13 TYP. CON / I t� . , I _ 1 `��;_ 4- STA 39+94.99, '3.86 L ' ` "-, / . Y a.... �' - r,.r ' ' 4 FG 388.0 38 L F I RIM 369.39 j O GRAPHIC p SCALE 80 r' Cal 2 Working [Jays Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) J 1 CfTY COMMENTS 11.13.14 o. R. STRONG 2 CrTY CflAIpM�MS � C�,, C�,�,� „�,� CONSUL TING ENGINEERS 4 wf OMM LARS ENGINEERS PLANNERS SURVEYORS - 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425.827.3063 F 425.827 2423 COR STD. PLAN 400.2 STA. 20+04.64 5.35' L RIM 384.fl2` ' '• 8' IE IN -380. 51 (E SEWER STUBS , 'J LOT *STATION IE AT MAIN LENGTH END IE SLOPE (%) 1 1+29 394.38 42.8 397.19 li.9b 6.12 2 1+74 396.60 42.8 40•f.5a 7Z 11.45 3 1 2+36 399.65 42.8 11.33 4 0+00 401.04 40.7 --4ti6. �{ +1 12.19 5 0+00 401.04 60.5 466.•89Y&xtOS 8.20 6 0+00 401.18 34.2 12.63 7 1+91 399.22 34.2 -40J40401, 50 12.51 8 1+08 395.07 34.2 a7 14.42 9 0+18 390.57 34.2 -39606A4,01 15.88 10 0+24 379.30 34.2 56 37.13 11 0+92 379.64 34.2 -.4;9 S 21.52 12 0+17 380.18 32.57` 4.28 13 1+51 379.94 42.6 7.18 14 1+92 378.25 34.4 -391G.�003 C k 34.16 15 1+32 377.63 34.4 -666,00384,11 24.33 16 1 0+44 376.72 34.4 `180.813%'t, % 4.86 17 2+34 376.01 34.4 379 6,- -n 37 3.69 16 1+38 375.05 34.4 afl.41537736 2.03 19 0+93 374.60 34.4 3°377 7 4.07 20 0+90 374.57 42.6 t7 3.36 21 1+61 375.27 42.6 378.-170 ,� 6.41 22 2+30 375.97 42.6 3i'9`'Bt7380 a5 711 23 0+41 376.68 42.6 17.18 24 1+26 37757 42.61 q 22.14 25 1+86 378.19 42.6 -490,'00 ;K 27.72 26 2+18 398.80 34.2 463: 50t L, 13.74 27 1+58 395.84 34.2 399-r�9 11.29 28 0+73 391.63 34.2 �{(� 11.02 29 0+13 388.68 34.2 492.20 W,13 10.29 30 1+56 387.27 34.2 590.-66liz, 9.74 31 0+96 386,67 34.2 0.50 11.20 EX, HOUSE I+31 387,02 42.8 482.68 4Z_ 13.22 ....... .,,. NO Tf,,5. I 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE ' 2. END IE IS AT STUB END -- - - - 3 CONTRACTOR TO VERIFY ELEVATION OF EXISTING HOME'S SEWER PRIOR TO 70 FG 397.0 r. �. CONNECTION. ScW PO Nfn Al F-4 N Atk Irl FT NtX T16 MSE � � PrS-6 �I uzc SE 143RD S T .42 - sin 49196.42- SmL RIM-,t721M 3716. 4 j �y 8' IE IN wiot (N) 36 �.P�'1' 8" IE OUT .941:52 (S) � . URLITY CONFLICT N07F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY7NG THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VER17CA1 LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLING U77LITY LOCA IF AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS .. +±.. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WT,+ETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTIL177ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO TES.• 1. ALL TRENCH RESTORATION MTHIN THE CITY OF REN TON R.O.W. SHALL BE PER THE CURRENT CITY OF REN TON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE a.' TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT ty TPA VELED LANE AFFECTED WILL BE REPA VED. (SEE PERMI T NOTE BELOW FOR WORK WI THIN KING 'd COUNTY R. 0. W!) 2. REFER TO C13 FOR UTILITY CROSSINGS 3. MINIMUM SIDE SEWER SLOPE IS 2,00% 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVA77ON " LSA MGH T BA SEMEN T L O TS NO T• LOTS 26-31 TO UTILIZE PRIVATE EJECTION PUMP FOR LOWER FLOOR _i FERMI T NO TE:. KING COUNTY R. 0. W PERMIT IS NEEDED FOR WORK MTHIN KING COUNTY R.0. W. CITY OF RENTON WILL OBTAIN THE KING COUNTY R.O. W APPLICATION DOCUMENTS AND FEES FROM THE DEVELOPER. THE CITY WILL THEN APPLY FOR THE KING COUNTY R.0. W PERMIT FOR THE SEWER EXTENSION IN KING jr 7 COUNTY R. 0. W KING COUNTY R. 0. W RESTORATION WILL BE APPLICABLE FOR KING COUNTY R. 0. W. ~-T'EG III ,SEWER FEE NOTE: S�TA. 19+39.45, 2. L CENTRAL PLATEAU INTERCEPTOR SPECIAL ASSESSMENT DISTRICT SEWER FEE WILL BE APPLICABLE AT RIM 38.7-.99_�g ', THE TIME OF ISSUANCE OF THE UTILITY CONSTRUCTION PERMIT. 8' IE IN-3�8✓D-{SE) 56m%" ,JfE .EWE I�T - 8' IE OUT N) . . :...�...�...`...�...�... -- _ " 3, S SHALL BE INSTALLED A MINIMUM OF 8 FEET `7 .� .. � }TA t.}t34'�,,b � �r L � ' '� SIDE SEWER LINE � •... I * ?., . .�_ 3 � .�, �+�N) .'.°.. INTO EACH LOT: F�, CROSSING INFORMA TION , E CA1C 3 j�,• SHEET C13 TYP. CON / I t� . , I _ 1 `��;_ 4- STA 39+94.99, '3.86 L ' ` "-, / . Y a.... �' - r,.r ' ' 4 FG 388.0 38 L F I RIM 369.39 j O GRAPHIC p SCALE 80 r' Cal 2 Working [Jays Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) J 1 CfTY COMMENTS 11.13.14 o. R. STRONG 2 CrTY CflAIpM�MS � C�,, C�,�,� „�,� CONSUL TING ENGINEERS 4 wf OMM LARS ENGINEERS PLANNERS SURVEYORS - 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425.827.3063 F 425.827 2423 COR STD. PLAN 400.2 STA. 20+04.64 5.35' L RIM 384.fl2` ' '• 8' IE IN -380. 51 (E 6' 1E OUT ;3813.4# (NW) ar,-'• C6ANty 014 r(_n rm Iat , 'J MAJ 02,1.3.15 MAJ SURVEYED: Sis tz MAJ 05.19.15 MAJ DESIGNED: YLP MAJ 07.13,15 MAJ MAJ 07.23.15 4�r/ DRAWN DViECxED-��P dfl�J m Ry DATE PR APMm ' 8' IE IN 355.89 (NNW) 12' 1E IN 355.34 (E) INCH= 4{I FT. 12' 1E OUT 355:24 (S) SS CLEANOUT :I SE 744TH ST 8'STA. 20+63.J9 V62 L - 15' PUBZ7 _Ss RIM 388.OB EASEMEN 6' IE OUT 3M. (W) - , � c w _r.�... AS NOTED 'JERTIM: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM 'J �r < C r CH re M I4 ni 411 L 5 n._c 1 tz RF -COMMENDED FOR APPOVA16_ BY: Date: 1;4; i BY: Date: BY: Date: BY: Date: C TY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14 SEWER EXTENSION PLAN DRAWING NO: Planning/Building/Public Works Dept. SS1 u 1 �aO�3ss SVIEEi Df ZD 29 DRS PROJECT NO. 13117--4 C G'7 33 1 � c w 00 'J �r < C lot re M tz 7 n'. v M Cn 4�r/ Cr'] 1 � w 0 'J �n >r y< Y m n 'J 33 TI W OO m 7;7. n � A m � C D ' co m m m 3 w z L.L. 7 ry 1 4- W OO m 7;7. n � A m CD D q 4 m Yrn ,; m 0 Q � A m Y D q 4 r'�o � dG rn ,; Y m M M Q m f D LLI z U Lai 3 0 Of I 4 f 00 m w CD 4+1 t CI3 z C7 f w CD 4+1 f w w z c� w 7) 0 Qx a_ LTJ 0 L1J I F m Ld J z L L.J VER TI CAL QA TUM. NA VD 88 PER CITY OF RENTON VER 77CAL CONTROL BENCHMARK - SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDLE RIDGE 0 sin 45+60 46+40 47+20 48+00 48+80 49+60 50+40 51+20 52+UU a`trsu 1. CITY OF RENTON CONTROL POINT NO, 2127, CONCRETE MONUMENT WITH PUNCHED 1-112" BRASS DISK, DOWN a7" IN MONUMENT CASE AT THE INTERSEC77ON OF SE 142ND STREET AND 148TH PLACE SE. ELEVA77ON = 363.697 FEET. (PUBLISHED ELEVA77ON = 110.8.55 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103.• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE WTERSEC77ON OF SE. 128TH STREET AND 156TH AVENUE SE. AKA 7HE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WTH TACK IN LEAD PLUG AT THE WTER.5ECT70N OF SE 139TH ST. AND 156TH AVENUE SE., ELEVA77ON = 372.34 FEET. HORIZON TA OA TUM: NAD 1983191 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS.• N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. U77LITY CROSSING, SEE SHEET C29 FOR DETAILS Cal 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) g A. J F WA14A, a�f 45232 DER S' �DU GRAPHIC SCALE 0 2 1 0 40 80 � 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 1 INCH 7 5 FT VERTICAL D. R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827'.2423 1 CITY COMMENTS 11.13.14 - MAJ 102.13.15 MAJ SURVEYED 2 CITY COMMENTS MAJ 05.19.15 MAJ DESIGNEd: YAP 3 CITY COMMENTS MAJ 07.13.15 M&J °R°"" YLP 4WYLARS M A) 07.23.15 MAJ f� T > rr CHECKED: kw NO. REVISION BY DATE APPR APPROVED: MAJ /11 _- -BUILT RECOMMENDED FOR APPOVAL BY: Date; BY: Date: BY: Date: BY: Date: .GHEE. VERTICAL TAL: NAVA CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14 14$ NOTED HORIZONTAL: NAD l998 }1991 ;� FIELDBOdK: R '� N T J N SEWER EXTENTON PROFILE PAGE: DRAWING N6: ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works dept. SS4 IF NOT ONE INCH SCALE ACCORDINGLY ';HEFT: 68 2 GL� 29 ' -- DRS PROJECT NO. 13117 — N N' NAA I T w A 2 C C o � a) m Z, a va wo m � a I T w A 2 C a; n � 1 Y a va wo � a m 1 f� T > rr m I T w °° IT, A 2 C sn � 1 a va wo S r> t m T t C7 A 2 C _ -.- LIJ Li CD 16+00 I00� GRAPHIC SCALE Z 0 20 40 80 w 1 INCH = 40 FT. on � -Kt 2.5 5 2_ LIJ- 1 INCH = 5 IST. -- ,J VERTICAL Cn II f MikJ 02.13.15 Is I AJ 05.19.15 M A J m MA) 07.13.15 MAJ 400 _a La . 14 0 -� Z LJJ 390 13 - - SSMH 4 RIM 395.96 D 8" 1E IN (E) 3 39fJ R" IF []UTA 60 10+00 10+40 r � Cal 2 Working Days Before You Dig 811 UtiNties Underground Location Center (ID,MT,ND,OR,WA) ELEV - 394.48 STA 11+19.89 STA 11+82.39 -- r ELEV - 392.61 A.D. - 8.00 K - 11.2,5 250.00' VC i. ------------------ SE 1/4 SECTION 74, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VEA TBRIDLERIDGE /-\S- BU I LT I — f . ' � af� Fes• p 8" IE IN (E) -3 ST I i L16 8` 1E OUT dSZ" (W) 11+20 12+00 12+80 VER 77 CAL DA TUM: A. ', AS f� I ay 5232 jONA� 13+60 NA VD 88 PER Cl TY OF REN TON VERTICAL CON TROL HORIZONTAL DA TUM: 14+40 H. P. ELEV = 4+79.29 H. P. STA = 15+22.86 PVI STA = 15+22.66 PO ELEV = 413.04 - - -- - . A.D.. . - r�-f00 K 2 @ — 0.8 T 250.00' VC 1 I FINISHED GRADE AT ' ROW CENTERLINE T I SSMH 6['' Tom'•` .' - jfI _ RIM -468: n' rs v 8 A 416- IE -40 8" IE+&W!19 77 (W) SSMH 7 4�mS3L� 4ao.33 C�'� NAD I983f91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINC'S- N8837'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. UTILITY CROSSING, SEE SHEET C29 FOR DETAILS 1 CITY COMMENTS 11.13.14 2 CITY COMMENTS a. R. STRONG 3 CITY COMMENTS CONSULTING ENGINEERS 4 MYLARS ENGINEERS PLANNERS SURVEYORS 62017TH AVENUE, KIRKLAND, WA 98033 l..J R E V I S I O N 0 425.82T 3063 F 425.827 2423 RYAN -Off.-Of 401-48 8 6` 1E 4M-Tr(E) s` IE 40f.or (S) 40.-M 15+20 16+00 I00� GRAPHIC SCALE + 0 20 40 80 ! 1 INCH = 40 FT. on HORIZONTAL 0 2.5 5 10 1 INCH = 5 IST. 1 a ' VERTICAL Cn II f MikJ 02.13.15 M AJ SURVEYED; .7 is AJ 05.19.15 M A J DESIGNED: MA) 07.13.15 MAJ MUIJ 07.23.151 MUJ DRAWN: YLP CHECKED; I BY DATE AP P R APPR-11: kw .�� ---------- 80 -----8" PVC C90Q O $sex SSMH $ 60" INSIDE DROP MANHOLE SSMH 10 SHALLOM RIM d�7.8R_' . t 54 FLAT TDP 8" IE IN 309 69 (N "' * . =i7�N) RIM M4-02� rd 8` IE IN 48 (S 8" IE 1N . aam (E 8" IE OUT -379.08 (W) 8" IE OUT 38a4L R br, QtANN 8..1 16+80 17+60 18+40 19+20 20+00 20+80 BENCHMARK.' 1. CITY OF REN TON CONTROL POINT NO. 2127, CONCRETE M'ONUM'ENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SE. ELEVATION = .363.697 FEET (PUBLISHED ELEVA 77ON = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103.• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE AKA THE NORTH QUARTER CORNER OF SEC77ON 14-23-5, ELEVATION = 54794 FEET. 3. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. RECOMMENDED FOR APPOVAL BY: Date: £' BY: Date: — z c co Imm BY: Date: BY: Date: _. mb r:ntE VERTICAL: NAV° 1988 THE ENCLAVE A T BRIDLE RIDGE A5 M07Ea HORIZONTAL! NAD 1883/1 3% 1991 0 T Y I ,,rr--�� } RENTON SEWER EXTENSION PROFILE I ONE INCH DMAT rj AT FULL SCALE v'iw Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY U14005368 I00� r7 + A a ! > rrr on 7 FIELDHDDK: PAGE: 1 a ' DRAWING NO: Cn II f �Q BY: Date: BY: Date: _. mb r:ntE VERTICAL: NAV° 1988 THE ENCLAVE A T BRIDLE RIDGE A5 M07Ea HORIZONTAL! NAD 1883/1 3% 1991 0 T Y I ,,rr--�� } RENTON SEWER EXTENSION PROFILE I ONE INCH DMAT rj AT FULL SCALE v'iw Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY U14005368 00 + A ! a{ m rn 10.03.14 7 FIELDHDDK: PAGE: DRAWING NO: �Q SHEET: OF: rp BY: Date: BY: Date: _. mb r:ntE VERTICAL: NAV° 1988 THE ENCLAVE A T BRIDLE RIDGE A5 M07Ea HORIZONTAL! NAD 1883/1 3% 1991 0 T Y I ,,rr--�� } RENTON SEWER EXTENSION PROFILE I ONE INCH DMAT rj AT FULL SCALE v'iw Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY U14005368 L � T r'Z • 3rW'14-y DRS PROJECT N0. 13117 Al-ININININ. Com' 5-5-eS�f-jS DALE_ + ! ri 10.03.14 7 FIELDHDDK: PAGE: DRAWING NO: SS5 SHEET: OF: 24 29 L � T r'Z • 3rW'14-y DRS PROJECT N0. 13117 Al-ININININ. Com' 5-5-eS�f-jS 'L LA 7 a Cr n I � z �n �r �n Y m � 3a CD 1 � � I$ z 00z �n m CD !1 v V 1 rn I$ z C' °1-1 `- -- 3. &--� �r U Rib, �4 A LeJ W < 0 Z F- CLJ ry w I ry t1 a_ Tt s LL m I- W I 0 Z LLQ N h x CJ SANI TAR Y SEWER NOTES AND SPECIFICA77ONS: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE W9TH THE STANDARDS AND SPECIFICA 77ONS OF THE CITY OF RENTON PLANNINGfBUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST ED177ON OF THE WSDOTfAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS do SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONS7RUC77ON. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICA 77ONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRI77NG BY THE PLANNINGfBUILDING/PUBLIC WORKS DEPARTMENT, AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLICRIGHT OF WAY J. ALL L DCA 77ONS OF EXISTING U77LITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE DR 4. A PRE- CONS TRUC 77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPEC77ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCT70N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONST RUC 77ON. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE J06 SITE WHENEVER CONSTRUC77ON 1S II PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TG 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETE ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. It OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, ANE FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICANDATUM 1983f1991 METERS UNLESS OTHERMS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVA77ONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA77SFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPE-CIFICAT70NS OF THE CITY OF RENTON PLANNINGfBU1LDING11PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTfAPWA N SPECIFICATIONS, RENTON TH STANDARDSA D S ECICATIONS 1 , AS APPROVED AND MODIFIED BY THE CITY OF RE O E RENTON STANDARD PLANS do SPECIFICA 77ONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETSD ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE, IN PAVED AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART DN 23 1/16' (596nre) DIA B.C. (SEE DETAIL) RENTON SEWER xnx nI use COVER & FRAME PLAN VIEW 25' DIA. C635nn] 1' 3/4' 25nn1 C19nra] T? I 8 3/4' L 2 112' f [222nn] [64nn] TYP COVER SECTION VIEW COVER BOTTOM VIEW BLT S13C. CALLEN HEAD) 5/9'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 112' DTA C673nrs] 25 1/4' DIA f 1641rI 1 1/16" 1/4" - 1 1./16' C27rIroI [6nn1 � C27nn] Ifo" (6ron) VIA" I NEOPRENE GASKET T i 6. Sf8' J1 f 1152nn] t3nnT CR3nn] 5/61, 23 3/8' DIA CL OPEN [16nn1�I I 1594mml GASKET GROOVE DETAIL 27 DIA C694644mre] 34 1/8' DIA 1967nn1 NOTES: FRAME SECTION VIEW 1- ALL COVERS SHALL, BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 371701 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER").. PUBLIC WORKS MANHOLE FRAME AND COVER STD. PLAN - 401 +1 �`I► � DEPARTMENT DECEMBER 2008 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (lD,MT,ND,OR,WA) A. IOU Pc1 wAsy fNc�fj� D, D 32ti � • t ► 0RS 7' SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE MANHOLE FRAME AND COVER SEE STD. PLAN 401 AOJIJSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - °E' CONCRETE SHELF nu PRECAST BASE SECTION OR CAST IN SHELF. B f NOT TO SCALE A, B, .C, ,D, E, 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21 I.D. 54" MH 54" 8" MIN. 5.5" MIN. 1 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 1 6" MIN, 42" MIN, 1 30" I.Q. NOTES:. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5, ALL JOINTS BETWEEN THE CONE, RISER RINGS BRICKS AND CASTING SHALL BE GROUT - ED 6- ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETS© JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE - 10. CONNECTIONS TO MANHOLE SHALL BE MADE 'USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S'I'D. PLAN � 400.1 t ti PUBLIC WORKS DEPARTMENT STANDARD SANITARY MANHOLE q SEPTEMBER 2011 1/2 PLUG AS DAM TEE OF APPROPRIATE SIZE - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 9O' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES: I -INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3- MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE. 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5. YATHN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12"- INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN- 2 EACH AT CONNECTION POINTS. PUBLIC WORKS INSIDE DROP CONNECTION STD. PLAN - 402.2 DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 1 CRY COMMEM8 11.13.14 2 CRY COMMENTS D.R. STRONG 3 CRY Commmm CONSUL TING ENGINEERS 4 S ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 fJ 0. REVISION O 42x5.827- 3063 F 425.827-7423 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX IXy GSE G CONCRE BLOCK! 2% MIN SLOPE _ HORIZONTAL 6"° SIDE OUTLET TEE SEWER 6° MIN. MAIN SEWER MAIM CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF IEE AT MAIN OVER 25 ELEYATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD, PLAN - 448.1 f PUBLIC WORKS DEPARTMENT INSTALLATION T° (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE -O„ D. OF PISTE BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 95% MAX, DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS, 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF -NE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2--09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING ' =tv DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 f1,iAJ PROPERTr LINE IF 2 Sulretlfto. 5JS .�I � ' wY"� FUTURE 6" BUILDING SEWER PIPE � BUILDING SEWER kW 07.13.15 MAJ N -1-2"x �6"XV TEE WITH 8'° SIDE CUTLET 4" STUD MARKING POST PAINTED X6" WYE WHITE WITH THE WORD "SEWER" STENCILED DRAWN � SURFACE CLEANOUT WITH CAST IRON RING & COVER N 3°' HIGH BLACK LETTERS AND j6 WIRE x7 =n (EAST JORDAN ]RCN WORKSWRAPPED AROUND THE STUD AND TO THE TOP' THE CHECKED; MAJ 2975 OR APPROVED EQUAL, EXTENDED OF STUD. a SPECIFY "SEWER" ON LID. APPROVED (IIkA.I SEE STD, PLAN 403.1 FOR 6" SIDE SEWER ANQ QUILUIN SEMR INSTALLATION) ACCEPTABLE PROCEDURES FDR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS; A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), 9. CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (ORI APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED XNOCK--OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX IXy GSE G CONCRE BLOCK! 2% MIN SLOPE _ HORIZONTAL 6"° SIDE OUTLET TEE SEWER 6° MIN. MAIN SEWER MAIM CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF IEE AT MAIN OVER 25 ELEYATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD, PLAN - 448.1 f PUBLIC WORKS DEPARTMENT INSTALLATION T° (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE -O„ D. OF PISTE BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 95% MAX, DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS, 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF -NE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2--09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING ' =tv DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 f1,iAJ A SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING V -D, PLAID NTS OUTS _E OA. A 02.13-151 kW Sulretlfto. 5JS .�I � ' wY"� ryc 0'5.1 �' 15 ,.. 1 %114 DESICNE ' FLP kW 07.13.15 MAJ MAJ 07.23.15 1 DRAWN � 1 x7 =n CHECKED; MAJ BY DATE AP P R APPROVED (IIkA.I A SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING V -D, PLAID NTS OUTS _E OA. A MORTAR JOINT(S) (3/8" MIN.) SEE ADJUSTMENT RING (I" MIN.) DR NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4. 7-05.3(1). SECTION A -A NOTES 7. REMOVE PAVEMENT AND EASE MATERIALS FOR A DISTANCE 3 ALL JOIN fS BETWEEN THE CONE ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET, ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1- ACCOMPLI%IED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2- REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' OF STAGGERED TO CREATE A RUNNING BOND OR 112 BOND THE CLASS'S' ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE 0FISHIMS f8 _PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS - GREATER OR AS APPROVED BY THE ENGINEER. STD. PLAN - 400.4 r PUBLIC WORKS TYPICAL UTILITY COVER PaaD --- - * DEPAI2 ♦HENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DATE RECOMMENDED FOR APPOVAL BY: DEPTH OF CLASS "B" ASPHALT TO BE 2°BELOW BY: BOTTOM OF THE UPPER BY: ADJUSTMENT RING' OR A �BY: MINIMUM OF a" WHICHEVER r rn a IS GREATER. MORTAR JOINT(S) (3/8" MIN.) SEE ADJUSTMENT RING (I" MIN.) DR NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4. 7-05.3(1). SECTION A -A NOTES 7. REMOVE PAVEMENT AND EASE MATERIALS FOR A DISTANCE 3 ALL JOIN fS BETWEEN THE CONE ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET, ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1- ACCOMPLI%IED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2- REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' OF STAGGERED TO CREATE A RUNNING BOND OR 112 BOND THE CLASS'S' ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE 0FISHIMS f8 _PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS - GREATER OR AS APPROVED BY THE ENGINEER. STD. PLAN - 400.4 r PUBLIC WORKS TYPICAL UTILITY COVER PaaD --- - * DEPAI2 ♦HENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DATE RECOMMENDED FOR APPOVAL BY: Dater BY: Date: BY: Date: �BY: - Date: SCALE: AS NOTED HORMZONTrAALL NNAVO AD 190 /1991 THE ENCLAVE A T BRIDLE RIDGE CITY OF ,FIEUDBOOK: � ONE INCH = SEWER NOTES AND DETAILS RENTON DRAPAGWING PIfl � I AT FULL SCALE Plan ning/Building/PLIIDIIc Works Dept. 557 IF NOT ONE INCH �ry SCALE ACC©RDINGL', U 1 /! 005 + 6 [ T �J V SHEET: Cr: a C3 li z w C CA a r rn a w co CC c m a C3 li I w Q CA a r rn a 1 co CC c r 1 x7 =n >'n (n _ -r, a I 00 Q a Y 'o > _ cr, z I �m E Cr1 rn Q 33 0 0 0 1 w Li � rh Li U 0 a- LI`J J Fy m LiJ Ld LTJ 6; 6; EXTRUDED CURB NOTE: LOCATION OF EXTRUDED CURB GAPS FOR EXISTING DRIVEWAYS AND MAILBOXES TO BE FINALIZED PRIOR TO CONSTRUCTION. 1 FOOT WIDE DRAINAGE GAPS IN EXTRUDED CURB AT MINIMUM 20 -FOOT SPACING. (SLOTTED CURB MAY BE USED) PROVIDE 45' SLOPED CURB EDGES AT CURB ENDS AND CURB GAP ENDS. Call 2 Working D®ye Before You Dig 811 Utilities Underground Location Center UD,MT,ND,QR,WA) d � TIE INTO EX. CENTERLINE EX. FOG-,, LINE 77E EXTRUDED CURB INTO, EX. FOG LINE STA. 52+35.26, 11.25' L 11. 40.00' STREET SIGN PER CITY OF RENTON STD. PLAN GOI3 LEFT TURN LANE PER- V STANDARD PLAN 1? it + r 1 TWO-WAY LEFT TURN LANE PER STANDARD PLAN HOO1 45.00' f 10..00, BEGIN EX TRUDED CURB STA. 49+29.66, 11.25' L STREET SIGN PER CITY OF r RENTON SIT?. PLAN GOI3 END EXTRUDED CUR -. STA. 49+05.66, 11.06' L 1.00' BEGIN EXTRUDED CUR STA. 48+44.59, 9.88' L ,END EXTRUDED CUR STA. 48+16.59, 9.88' L _ BEGIN EXTRUDED CUR I' STA. 47+96.59; 9.88' L END DED CUR STA. 47+86.59, 1L BEGIN EXTRUDED CUR , STA. 47+76.59, 9.88' L END EXTRUDED CUR I STA. 47+52.59, 9.88' L / 77E EXTRUDED CURB IN EX. FDG LINE STA. 47+44.16, 9.88' L EX. FOG LINE TIE INTO EX CENTERLINE CL SE 1.14 SECTION 14, TOWNSHIP 2.3 N, RANGE 5 E, VW' I. ENCE IS ` 0.3`w. OF rt THE EN A TBRIDLERIDGE _ ! —CARPORT EAVE 5 CLF— ►• r �'WDF CsLb SHED —B FENCE CORNER III FENC CC�f�NER IS �'' 0.2'S. rlF= Ft ! {m'�r;- ` 7 ON TAPER PER GI TY OF RENTON CL VE A AND MUTCD STANDARDS I I ! 1 3 t? FENCE CCR. 0. i'Iv r'I STOP SIGN PER MU TCD RI -1 I NPAT (UNDER STOP SIGN) I I I f — — — — — — — — — — — 17.00' R=,35. 00' 0 5 16" NIDE STOP BAR ! PER STANDARD NPA TI H008 NPAT NPA T NPAT I f f 74 - -- - __.... _ Il SE S T — �-• �? TH R=3500' 11.00' I ' I !STREET SIGN PER CITY OF .1 1 5 I I I RENTON STD. PLAN G013 .r 11. DO' I1 ! ! I 30 1 29 I 28 I 27 ! { > I I I 26 I I I I 1 ! I I I 1 ! f 1.00 TWO-WAY LEFT TURN LANE] 0.5 ARROW PLACEMENT PER J 1.00' — STANDARD PLAN H006 I --1— ---- I—� I ' I TWO-WAY LEFT TURN LANE I + ! A I { PER STANDARD PLAN H001 I I ! I I + I ! 1 I ! I I I I I I I I I I 20 I 21 I 22 23 1 I 1 1 24 1 25 I STOP SIGN I PER MU TCD RI -1 I "NO PARKING AT ANY I 1 I I INPAr (UNDER STOP SIGN)TIME" SIGN (NPAT) ! ! ' 11.0(]• R=35.00' Il6" NIDE STOP BAR J SEE DETAIL THIS SHEET 1 ! ! a IPER STANDARD :--40.54 PLAN HOO8 NPA T 11.00:' i I NPA T 1 ' NPAT INPA T R=25.00, 9 v �SE 7TH PL 9,46' T__ _,r �. EFT TURN LANE PER -- STANDARD PLAN ! 11.00' R=35.00' ! , I I I R=25. 00' - I I ! I I I ! i BLAND wr 1 9 ©s3 1 18` I 17 I it 6 I 15 I 14 HATCHING PER STANDARD I # I I I PLAN H008, MODIFIED. I I I f USE YELLOW RAISED ! ! PAVEMENT MARKINGS PER # ! I STANDARD PLAN H007.3 I ! ! ! RESTRIPE EXISTING ! ! I I ! CROSSWALK PER CITY I I OF RENTON STD. PLAN 127 1 I ! 1 I ��— L, -- 1-----.._..J�-- l— ,�--1—`-------- I MAINTENANCE ONLY I �I �I DRIVEWAY (GATED) ! I TRACT 'A" I 73 I� STORM DRAINAGE ! TYPE 4 END OF ROAD WAY i OBJECT MARKER PER MUTCD OM4 1 AND FUTURE ROAD I EXTENSION" SIGN MOUNTED ON I 1 SINGLE POST 1 CfTY COMMENTS 11.13.14 D.R. STRONG 2 CfTY COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 4 M'Y1.ARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425.,827 3663 F 425. 827 2423 MAJ 02-13-151 BEGIN EXTRUDED CUR suRvxr�o: sis MAJ 05.19.151 STA. 51+11.00, 11.25' L 7ESICNED. YLP MAJ 07.13.15 END EXTRUDED CUR MAJ 07,23.15 STA. 50+61.00, 11.25' L t DRAWN: YLP MINIMUM 4' WIDE SHOULDER, EXTRUDED CURB PER WSDOT STANDARD PLAN F-10.42-00 D.,r (TYPE 6) TO BE INSTALLED APPR — -PMAJ Wl TH GAPS FOR EXISTING I i � DRIVEWAYS, MAILBOXES, AND DRAINAGE (SEE EXTRUDED I m CURES NOTE� THIS SHEET) BEGIN EXTRUDED CUR STA. 50+37.00, 11.25' L ENO EXTRUDED CUR�� , STA. 50+08.00, 11.25' L 45.00' f 10..00, BEGIN EX TRUDED CURB STA. 49+29.66, 11.25' L STREET SIGN PER CITY OF r RENTON SIT?. PLAN GOI3 END EXTRUDED CUR -. STA. 49+05.66, 11.06' L 1.00' BEGIN EXTRUDED CUR STA. 48+44.59, 9.88' L ,END EXTRUDED CUR STA. 48+16.59, 9.88' L _ BEGIN EXTRUDED CUR I' STA. 47+96.59; 9.88' L END DED CUR STA. 47+86.59, 1L BEGIN EXTRUDED CUR , STA. 47+76.59, 9.88' L END EXTRUDED CUR I STA. 47+52.59, 9.88' L / 77E EXTRUDED CURB IN EX. FDG LINE STA. 47+44.16, 9.88' L EX. FOG LINE TIE INTO EX CENTERLINE CL SE 1.14 SECTION 14, TOWNSHIP 2.3 N, RANGE 5 E, VW' I. ENCE IS ` 0.3`w. OF rt THE EN A TBRIDLERIDGE _ ! —CARPORT EAVE 5 CLF— ►• r �'WDF CsLb SHED —B FENCE CORNER III FENC CC�f�NER IS �'' 0.2'S. rlF= Ft ! {m'�r;- ` 7 ON TAPER PER GI TY OF RENTON CL VE A AND MUTCD STANDARDS I I ! 1 3 t? FENCE CCR. 0. i'Iv r'I STOP SIGN PER MU TCD RI -1 I NPAT (UNDER STOP SIGN) I I I f — — — — — — — — — — — 17.00' R=,35. 00' 0 5 16" NIDE STOP BAR ! PER STANDARD NPA TI H008 NPAT NPA T NPAT I f f 74 - -- - __.... _ Il SE S T — �-• �? TH R=3500' 11.00' I ' I !STREET SIGN PER CITY OF .1 1 5 I I I RENTON STD. PLAN G013 .r 11. DO' I1 ! ! I 30 1 29 I 28 I 27 ! { > I I I 26 I I I I 1 ! I I I 1 ! f 1.00 TWO-WAY LEFT TURN LANE] 0.5 ARROW PLACEMENT PER J 1.00' — STANDARD PLAN H006 I --1— ---- I—� I ' I TWO-WAY LEFT TURN LANE I + ! A I { PER STANDARD PLAN H001 I I ! I I + I ! 1 I ! I I I I I I I I I I 20 I 21 I 22 23 1 I 1 1 24 1 25 I STOP SIGN I PER MU TCD RI -1 I "NO PARKING AT ANY I 1 I I INPAr (UNDER STOP SIGN)TIME" SIGN (NPAT) ! ! ' 11.0(]• R=35.00' Il6" NIDE STOP BAR J SEE DETAIL THIS SHEET 1 ! ! a IPER STANDARD :--40.54 PLAN HOO8 NPA T 11.00:' i I NPA T 1 ' NPAT INPA T R=25.00, 9 v �SE 7TH PL 9,46' T__ _,r �. EFT TURN LANE PER -- STANDARD PLAN ! 11.00' R=35.00' ! , I I I R=25. 00' - I I ! I I I ! i BLAND wr 1 9 ©s3 1 18` I 17 I it 6 I 15 I 14 HATCHING PER STANDARD I # I I I PLAN H008, MODIFIED. I I I f USE YELLOW RAISED ! ! PAVEMENT MARKINGS PER # ! I STANDARD PLAN H007.3 I ! ! ! RESTRIPE EXISTING ! ! I I ! CROSSWALK PER CITY I I OF RENTON STD. PLAN 127 1 I ! 1 I ��— L, -- 1-----.._..J�-- l— ,�--1—`-------- I MAINTENANCE ONLY I �I �I DRIVEWAY (GATED) ! I TRACT 'A" I 73 I� STORM DRAINAGE ! TYPE 4 END OF ROAD WAY i OBJECT MARKER PER MUTCD OM4 1 AND FUTURE ROAD I EXTENSION" SIGN MOUNTED ON I 1 SINGLE POST 1 CfTY COMMENTS 11.13.14 D.R. STRONG 2 CfTY COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 4 M'Y1.ARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION 0 425.,827 3663 F 425. 827 2423 MAJ 02-13-151 MAJ suRvxr�o: sis MAJ 05.19.151 MAJ 7ESICNED. YLP MAJ 07.13.15 MAJ MAJ 07,23.15 mm DRAWN: YLP Q CI'IECKED: MAJ D.,r D,A%TE APPR — -PMAJ SCALE: AS NOTED ONE I�ZCH AT FULL SCALE If NOT ONE INC;+ SCALE ACCORDINGLY ff ------------- NPA T -------------- NPAT 1 s� I NPAT T - NPA T 9 STREET SIGN PER CITY OF RENTON STD. PLAN GOI3 t 00 I i VERTICAL; NAVD 1988 HORIZONTAL: NAD 1987/1991 DAMM NPAT 10 NPA T I I 0 — — — — — — — — — — —�.�. NPA T 12 I MUTCD SIGN R7 -2A (MODIFIED) NPAT = NO PARKING ANYTIME *ORIENT NO PARKING SIGN A T 45 DEGREES FROM STREET NOTE. NO PARKING SIGN' TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE), 80' SEPARA77ON BETWEEN SIGNS NQ TES: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. J. NO PARKING IS TO BE PERMITTED WITHIN THE TEMPORARY CUL-DE-SAC. TEMPORARY NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER. N(Z)FZTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: ..- / • ..-Date: 7, BY: _ Date: BY: Date: BY: Date: Ak CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14 FIELDBOOK: WL REN TCS N CHANNELIZATION AND SIGNAGE PLAN DRAW. DRAWING ND' Planning/Building/Public Warks Dept. C27 U14005368 S�,EET OF 27 29 `t>; - ED -7 DORS PROJECT NO. 13117—IVIiA a � 141 00 i7 C m I m a � 141 00 i7 w oc � - > -a {4�k E3 rni Q cra Crl N � i7 w oc � C] > Q 4�1- I i � I m I i7 C] w Ld < � ^ Z n LLJ 7) 0 EY L1.J J ry M W J 0 71 Ld Ld CENTER LINES ! ® ! • • • • a • • • ® • • • a • a • &—L4- • • ! • ! ! • ! • • ! • r • ! ! 30' 4" YELLOW TYPE T LINE MARKERS DOUOLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) ' 4" YELLOW TYPE I' LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) TWO ---WAY LEFT TURN LANE r • IM r • • r • • • r • • a ! • • • ! 4. �• • � r � f'- • • /• � � 5' 3' J 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) .2' 1 4" YELLOW TYPE 'I' LINE MARKERS r • • r • • • • • • • • • • r e • • r NUMBER OF 2—WAY LEFT TURN ARROWS Can 2 Working Days Before You pig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SPEED LIMIT 25 MPII-------- 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. In A. Al, CHANNELIZATION MARKERS DETAIL ADOPTED 9TANDARO PIANS LST DATF,- 04/04 DWG. NAME: 11001 SP PAGE. 14001 I � Ay II SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE APPROACH LINE 3'1 L" WHITE E TYP 'I' 24 4 LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS APPROACH ,LINE LENGTH ARRQW LOCATIONS Ir©R 20'"50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'--125' 2 ARROWS(20- BACK & END OF APPROACH LINE) 125'-300' 3 ARROWS(20' BACK. MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE IVI I I R,* 15' - 3' 4" WHITE TYPE LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) LANE LINE ¢— - -•9'•-- — 15' —� 13'1— % 4" WHITE TYPE I* LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) Two-way Left Turn - Arrows ADOPTED O� CITY OF RENTON STANDARD PLANS LST DATE.2.Oct•87 DWG NAME: HR -10 SP PAGE: H006 CHANNELIZATION MAKERS DETAIL ADOPTED CITY Or RENTON STANDARD FIANs LST DAT,! 04/04 DWG. NAME: H002 SP PAGE: 11002 CURB LANE LANE LANE CURB LANE CENTER CENTER s��vE,�JS IN IN F022.13.15 05.19.15 LANE LANE �JESI�NEC. YIP MAJ 07.13.15 MAJ 10' � I AIArI Z4" $"(TVP.)–STRIPE LCMIN.(TYP.) - �"(TYP.)nOPEN s P LANE LANE $'(TYP.)–STRIPE CHECKED: MAJ CONCRETE LINE LINE I' GUTTER APPRovEC: MAJ TIRE TIRE TIRE TIRE TRACKS TRACKS TRACKSJ TRACKS M * TYPICAL 4—LANE ROADWAY CONFIGURATION + NOTE: FOR ROADWAYS WITH MORE OR LESS ERNES, THE SAME CONFIGURATION APPLIES. 4 KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE 'LANE TO MINIMIZE THE WEAR ON Cn Cil THE THERMOPLASTIC/PAINT. - 4.^PIAN127 PUBLIC WORKS THERMCIPLASTIC/PAINTED DEPARTMENT CROSSWALK ,art' f4� ( fjJ717 � rTE �.. e THERMOPLAS 17C 4'– 2" I 3"–C1" I i-•–�I WHITE 12" TO 24" a R 3'-3" 1 STOP LINE WHITE N1111TE EDGE OF ROAD UNE TURN MARKINGS 10'---0" USE RAISED PAVEMENT MARKERS INSTEAD OF PAINT AND THERMOPLASTIC I -46" TO s" TRAFFIC FLOW WHITE OR YELLOW 6" TO 8" <�/ISLAND W/CROSSHATCHING_ RAISED PAVEMENT MARKER LANE LINES 9'-D" 15'-0" 9`-0" PER STANDARD PLAN H002 3: 5 RATIO WHITE LANE LINES 44" 50' VAR., I5' 5' Pavement Marking Details 1. ADOPTED RAILROAD CROSSING MARKING tiAY 'tCITY OF RENTON w _ • STANDAP0 PLANS " N LST DATE: 1 -Aug -90 DWG NAME- HR -03 SP PAGE. H008 1 CITY COA11Mi7M 11.13.14 D.R. STRONG 2 CITY COM EKII'S CONSUL TING ENGINEERS 3 CITY COT ENM 4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLANO, WA 98033 N U. REVISION O 425.827.3063 F 425.8272423 I.�.AJ MAJ s��vE,�JS MAJ F022.13.15 05.19.15 MAJ �JESI�NEC. YIP MAJ 07.13.15 MAJ KAJ 07.23.15 AIArI DRAWN: nP s P CHECKED: MAJ BY [SATE APPR APPRovEC: MAJ e>SLF: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 IDATUM r r r s- - rrre r Parr on AwftAun 1DTTE a PMTr in[AM%IALTI r r r r b TrPI4 r ' t r 7� Trrs 9 PNMT 00"Opum wr r IW Taos 1a�Ire11IrolIIIIIIIIIIIII L 4' M. WA (rrF RPACMd OF ANCHOR MM IrOFI TYr+w L S Are NOW JDW'M WAY M FO %KO 001114 WaTTA/1ATIOw UIM9 A IbW DF#WEk OR OWCVr ■FrM COkXVWTE Ck.WMW TO WN00j" W1Ftfd10Tw. ®iTRUplL11. 11 10 •TANDAAA PLM F-10.440 *MT r Or InEFT oonm® R-0 FlramroM Ken L &xMM RECOMMENDED FOR APPOVAL BY: vX� 41.E Date: 7� BY: Date: BY: Date: BY: Date: CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14 nELDOOOK: REN TCS N CHANNELIZATION AND SIGNAGE DETAIL SHEET pRAtEYING NO Planning/Building,/Public Works Dept. C28 U14005368 SH€El OF 28 29 DRS PROJECT NO. 13117 Aj—jNjNjNjNj��I4 C7 I � W W 00 � I S C/7 � - >, M 4 a m C s P am CD cm rn G+ M I 4 (DCSI CD I Cn Cil C7 I � W W 00 � I S C/7 1 q >, M 4 a m LA s P am CD cm rn G+ �+A� I 4 (DCSI CD 1 Cn Cil C7 I � W all r I C/7 1 q M m�rb LA s P am CD cm rn i I�C,1 I 1 q M Z - TRANSFORMER N. MA J i_LECT CABINET S. 05.19.15 MA J MAJ t MAJ AMAJ 07.23.15 r P 385.13 ONE INCH CHECKED" Al FULL SCALE 1 hllA�l � r kw w Ld tL w 0 a_ a_W '-f J ry m LsJ J U Z LTJ L.IJ F "NO PARKING" 'CONC S=398.01 SHED 5'N 7I 1 "CONC N=397.4: _ FENCE. CORNER ISA EENCF CORNER 15 I 0.21S. OF It ON SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE F�LiV J�.r 41.roe .� `. 2 3 `��' FG 405.0 FG 413.0 - FG 418.0 0 �FELE. COMM.FG 409.0 „ I r 4' PVC CABINENT 1=ENCE. COR. 0.1'W, OF STAI�IE' PIPE WIRES GOWN E. f 1. I FOUND (TYP) C1.2'E. OF TRANSFORMER W. 4, WUF55 -- 1 ------------------ -------------- _---------- ---------- __- ---� �' FG 415.0 r �I +T10' CLEARS "STOP ` D A How m I I I NOIRES DOWN N. - I FG 3972 FG 400.4 A TRANSFORMER S. 392 r FG 404.7 I I Ep�FC:T CABINET 30T S. � 9 29 243 27 I 404 4012 400 3,9 CJ 3 396396 FG 385.5 FG 385.6 tk I FG 387.2 FG 390.4 FG 394.7 10' PRIVATE SD T -_.� {, T EASEMENT T 20 21 22 23 � f I f f 24 "M0 PARKINGFG 384.0 "- FG 384.0 FG 384.0 FG 389.0 FG 393.0 I I f 384 I J _ WA E R ASE T (TYP.) 4--- ------------ 11111 --- a EAR -1 M VERIZON CABINET r DP's 1 +I I i � � 1 Cb 1 rdm=378.1 18"CMF' N=375 1 I I I 18"CMP SE=375.' I ! ` .., "To 169 r "DEER X-ING' 1^ 1 "21 RIM=.37 .49 1.2"CON( 1;3-73.44 -3781 18"CMP NW= 73.14 18 -CMP a 373.14 -� -_II` 1 .'STOP" 1 WATERTW W OFF - - 1 r. 3 �' ST LIGi-1T' I R MAWF I/ _IMENT PLUG11 �,�! I t• I T CASE 09 N 0 it ELECT CABINET N. G D MONT` SETS E Cal 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) A. f, Wq I I 26 I i FG 408.5 s I I - I I I I I I FG 398.5 i I T ' i P I I I I I I I 25 I I FG 397.0 �I I mii - -- - �� - -�+ �•' f" • �� CC i�lif r II �� • . 1 I' !I II I r 1 14 r{I a! EFG 395. 0 I II -; it I {I . �. 394 392 i - i i YF Il i • • • i � � - - - - :• �� I� �� - �; LAW I 523 r 44� :D) R0 Al, �I� 1 2 D.R. STRONG 3 CONSULTING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, .WA 98033 NO. CrrY COMMENTS 11.13.14 CMTY MENTS CrrY COMMaMEM+[rs IN 11.ARS REVISION I I I I H M AJ 02.13.15 MA J 11MAr1 05.19.15 MA J MAJ 07.13.15 MAJ AMAJ 07.23.15 MrIAJ 6 FG 413.0 "t FG 409.0 - + 3 FG 405.0 9 FG 401.0 10 FG 39 7. 0 FG 388.0 L15' PUBLIC SS EASEMENT SURVEYED: SCALE; ::;�:r CROSSING TABLE AS NOTED DESIGNED! r�ry ---------------- 392,0 DRAWN: F.G. s- SD 385.13 ONE INCH CHECKED" Al FULL SCALE 1 hllA�l IF NOT ONE INCH SCALE ACCORDINGLY 12 kw FG 388.0 L15' PUBLIC SS EASEMENT SURVEYED: SCALE; SJs CROSSING TABLE AS NOTED DESIGNED! r�ry BOTTOM OF PIPE TOP OF PIPE DRAWN: F.G. �p 1L SD 385.13 ONE INCH CHECKED" Al FULL SCALE 1 hllA�l IF NOT ONE INCH SCALE ACCORDINGLY - APPROVED' kw 7.18 SDCB RIM=371.38 'CMP 'E,S=357.30 �P fL ll' . i {I SDCH RIM= 37 3.56. 'CMF1 N=366.37 'CMP S=366-35 f{{ `-- 12"CONC N=371.67 CB T-1 { RIM=372.91 12"CONC E=370-21 18"CMP N=370.01 18"C;MP S=370 01 I r I II I I. { I Al r1 _ DCB i RIM=370.44 f f 18"CMP N=367.71 18"CMP E=367.68 18"CMP W--367.64 r SE 143RD ST NOTE - 1. 8" WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. 2. CROSSINGS 10, 11 AND 12 ARE NO LONGER PROPOSED. 3. WATER TO HAVE 16" STEEL CASING AT ALL STORM AND WATER CROSSINGS I ' 1 ' NI II , �I 1 � s1�CB RIMv1=37 r 'RIM=369.51 Wf 24" GMF STAND PIPE VAU I OW1 12 -RCP E=N/A 18" j7MP S =36 -i' SSr f SE 1'44 TH ST RIM=��9. I - RECOMMENDED FOR APPOVAL 8"N,NW=355.89 - BY: Deter JR CHAN :L 355 29' �-- � F�JiJIJC7 4"r.4" CC�NCR�F:T�; M()NU� � �T H 12-E (IN) II WITH PUNCHED 2" BRASS [TISK. BY. Date. 12"'S (OUT) STAMPED IS 38892" GF�P,PH40 SCALE D 20 40 80 BY. Date: DOWN 0.7' IN MONUMENT CAsL BY: Date: 1 INCH = 40 FT. OATE- VERTICAL: NAVD 1488 THE ENCLAVE AT BRIDLE RIDGE 10.03-14 HORIZONTAL: NAD 1983/1991 - Cr Y ML R E N T `w 1 NPACE: COMPOSITE UTILITY PLAN DRAWING NO: DATM Planning/Building/Public Works Dept. C29 U14005368 SHEET ryryn DF: L.7 29 c Y2- - `� LRS PROJECT NO. 13117 NNNIA4 C D, V - 3 �t-3 -- '� C a) }' m I A o UTILITY CROSSING TABLE C1 UT BOTTOM OF PIPE TOP OF PIPE CLEARANCE FT F.G. 1 SD 385.13 u 388.81 SS 37795 7.18 2 50 385.34 7 C 388.76 WA am co 384.34 1.00 3 SD 378.12 �3�81. WA 37762 0.50 4 SD 37750 381, 83 SS 375.72 1.78 5 SQ 379.17 382.83 IMA 379.67 0.50 6 SD 377.44 382 82 SS 374.90 2.54 7 SD 378.05 383.38 SS 374.52 3.53 8 SD 376.40 379.44 SS 371.47_ 4.93 9 WA 378.34 383.40 SS 374.62 3.72 13 WA 391.77 395.77 SS 386.64 5.13 14 SO 390.94 395.98 SS 386.56 4.38 15 SD 395.21 399.97 WA394.21 1.00 16 SD 390.86 394.36 WA 389.86 1.00 17 SD 390.54 394.40 SS 387.72 2.82 18 SD 396.1 r 399.77 WA 395.1 r 1.00 19 SD 395.50 399.81 SS 393.02 2.48 20 SS 380.54 363-81 SD 379.00 1.54 21 SO 386.22 389.66 WA 365.22 1.00 22 SD 386.0.1 389.70 SS 380.62 5.39 23 SS 379, 74 397.66 WA 392.70 12.96 24 SD 39797 401.41 WA 396.97 1.00 25 SD 39776 401.44 SS 393.59 4.17 26 SD 40J.26 406.81 WA 402.26 1.00 27 SD 402.82 406.85 SS 398.23 4.59 26 SD 374.84 378.34 SS 370.91 3.93 29 SD 367.39 371.44 SS 363.53 3816 30 SD 364.16 370.21 SS 1 3722 6.94 NOTE - 1. 8" WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. 2. CROSSINGS 10, 11 AND 12 ARE NO LONGER PROPOSED. 3. WATER TO HAVE 16" STEEL CASING AT ALL STORM AND WATER CROSSINGS I ' 1 ' NI II , �I 1 � s1�CB RIMv1=37 r 'RIM=369.51 Wf 24" GMF STAND PIPE VAU I OW1 12 -RCP E=N/A 18" j7MP S =36 -i' SSr f SE 1'44 TH ST RIM=��9. I - RECOMMENDED FOR APPOVAL 8"N,NW=355.89 - BY: Deter JR CHAN :L 355 29' �-- � F�JiJIJC7 4"r.4" CC�NCR�F:T�; M()NU� � �T H 12-E (IN) II WITH PUNCHED 2" BRASS [TISK. BY. Date. 12"'S (OUT) STAMPED IS 38892" GF�P,PH40 SCALE D 20 40 80 BY. Date: DOWN 0.7' IN MONUMENT CAsL BY: Date: 1 INCH = 40 FT. OATE- VERTICAL: NAVD 1488 THE ENCLAVE AT BRIDLE RIDGE 10.03-14 HORIZONTAL: NAD 1983/1991 - Cr Y ML R E N T `w 1 NPACE: COMPOSITE UTILITY PLAN DRAWING NO: DATM Planning/Building/Public Works Dept. C29 U14005368 SHEET ryryn DF: L.7 29 c Y2- - `� LRS PROJECT NO. 13117 NNNIA4 C D, V - 3 �t-3 -- '� C a) }' m I A o - 00 z °C m >" Fl r <rn a< < �i m > u U 7 C � am co 9 I I m o °C m Fl r a< m U 7 ± CN >m rn V� F MAMW SIGN, P�516N TO PE t9MrlMINrP MONUMENT 516N pr51GN - i i op �¢` f lil�"1 I T'KT> PLAN 5ck1 1'1-'0, ID" 516Nf-0[35CU1 PjNG V15LA, LAN[25CAM PAMU APOLN12 rON12 i 4- l im 1,F 2" MAX SPECIFIED TREE STAKES} INSTALL "TREE BOOT" OR- "ARBORGARD" IN LAWN AREAS. w PLANT TREE 1"-2" HIGHER— THAN IGHER— THAN 1N NURSERY WATERING BASIN `Y� y1SPECIFIE, PLANTING r r e � u2 u2 ww k— UNDISTURBED GROUND u i ni t6 FOR WOOD Q STAKES & 18" FOR REBAR � —PRUNE DISEASED AND BROKEN BRANCHES —CHAIN LOK TIES —REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. _2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) 5" 4F DPAVEA I� C NE CTOR FOR SRL E5 PLANTED IIN SCARIFY PLANTING PIT SIDES AND BOTTOM &" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH F IN HEAVY SOILS, AUGER 8•'x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE PPMM OF PMINW a , TYPIC& FINISH PRUNE DISEASED AND BROKEN BRANCHES CHAIN L?K TIES SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE PLANT 1" HIG IN NURSERY FINISH GRADE NO 51PF�T fM5 ply TCS LJT1MY CONFLICT RUNE DISEASED AND ROKEN BRANCHES EMOVE TOP 1/3 OF BURLAP 1. SETTLED DEPTH OF PECIFIED MULCH ERTILIZER TABLETS/SPECS PECIFIED AMENDED BACKFILL OMPACT AND WATER THOROUGHLY IRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE 7131/ r F� I V 0 40 80 j ill. III -- ,40I -o' I 1 _ 1 160 5HFFT 51Z� 2204 M � 7� 7) -�p 11 -:) L--1 5HF�f � Of 1 z C m m m 2 0 z C co m m �t '�: � u2 u2 ww k— u i ni t6 'i Q cv � � z Q 41 M S P- �a CD c� rp C7 r cV 2 LLLLJJ u7 z z z z CL p �1 r C) � � � � JOB NUMBER: DRAWING � � � J JMV DRAFTING BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON C}` Ln uj I,- V) ww � LLJz LLJ L--1 5HF�f � Of 1 z C m m m 2 0 z C co m m �t '�: � u2 u2 ww k— u i ni t6 'i Q cv C4 Q 41 1 S P- �a CD C)CDtao rp C7 r cV r7 pct u7 z L--1 5HF�f � Of 1 z C m m m 2 0 z C co m m 00 m =rr �q A c v� Q 41 1 S �a rp m �1 r JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON L--1 5HF�f � Of 1 z C m m m 2 0 z C co m m 00 m =rr �q A c v� Q 41 1 S �a rp m m A �. z I Q' W PTH LAN05CAP� ffff fO 13� IN5fAL [? Af SMF OF MATCHHN� - 5F� 5HFFT HOM1 CON5TRl.1CTION 7111�' CA 20 6 4, F 21 _q, 13-8 22 1 1 17 c, I Liv 3 + I 1 I I ,I�� I 1 C 4 S),F. r I --- I I 1 i �� ,. 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I� I j '. - = �� I'f 1 c� � f I � I I I DRAWING NAME: 11 1. _ I , I i DESIGNER: JMV a IN5M LSC AT TIME alp HOW I -'--1- -! " I I 4\4f ' � �1� d 1 =Jay.) S. r� I 1 �,� !- � - t — — — — — _ _ _ > > 1 — — DATEDRA: 02 BY: 02-24 J 1�4 7 /J CaNSTPLICTION d I p _ y i p >\ I { 4 4 1 1+ d f4 I aG I SCALE: AS SHOWN I ' — — — — — --- — — — — — — ---- — — c_ I IIr I f I + \ I f , f JURISDICTION: RENTON + _ a sk, 3 kvn �.:� MATCH�N� 5�� 5HF�f �-2 '� n1 nt @d 'J1' i IV0P\.fH 0 20 40 80 5CA,� 1 - 20'-0'' ��f 51Z� 220 5HF Ff of - 8"' , II "L F ANT 5CH PU�� 130fANICAL NAME COMMON NAME f'.�MAP\KS `7 TF5 1,MP5CAFF Nits -- 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO 'PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. S08GRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2' DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2' FINE FIR BARK OR SIMILAR APPROVED MULCH_ 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL. ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRI7EN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER,. 12. WHERE CONFLICTS BETWEEN STREET LIGHTS AND STREET TREES OCCUR, LANDSCAPE CONTRACTOR SHALL RELOCATE STREET TREES. LT Recommended ft_ -t VPINCA ti Lam` • NOP,V e[� 0!!%� O �I 20 40 5CAL� 1 II -- 201 -011 80 5H�1 T 51Z� 22x 4 m� M M M M � i ii Acer plat, x trun, 'Norwegian 5un5et' * Ped Maple 11 211 cal Full and Matchinq > Cerc id iphglum japonicum-* �A%ra 14 2" cal Full and Matching U Pgrus callerL{ana 'Chanticleer'* Flowering dear 29 2" ca I Full and Matckinq CLi P5eudo6uga menzie50- Poucila5 Fir u] 211 caliper full and Matching – 1--- ' T�uja pl icata* Western I,'ed Cedar 6 211cal iper Full and Matchinq 1 0 replacement -trees provided x 2" cal / tree - �00 teal inches provided Cn 5HFW5 ark 6roump COUPE Lil C Ln Fuonymus 5p, 'Mold Spot' �uonL crus 9 Arlin 2� 11 ht Full and Matching Carex te5tacea* Orange Sedge 60 I gal Full and Matching l.� renni5etum al op 1 L ittle C unci� 1 swarf Ft Grass 14 1 qal Full and Matchinq -- Vaccinium ovatum evergreen Huckleberrq �Co 2 qal Full and Matchinq JURISDICTION: Lavandula 5p,* Lavender 48 2 gal Full and {Matching n �uorgmu5 fortunes Tmera d n 6o d' * Fuongrnu5 44 2 gal Full and Matchinq dv Viburnum davidii* Pavid Viburnum 74 2 qal Full and Matching p; C i5tu5 h4)r1du5* Fockrose �8 2 gal Full and Matching (� Mahonia aquifolium* Oregon Grape 20 2 gal Full and Matching Mgrica cal ifornica* Pacific- 'Wax Myrtle 22 2 gal Full and Matching — Azalea 5p, 'Hiro Crimson'* Evergreen Azalea 27 2 gal Full and Matching Hel ictotrichon 5emperviren5* Flue (fat 6ra55 50 2 qal Full and Matching Mi5canthu5 51nen515* Maiden Gra55 14-5 � gal full and Matching ] T1uja occidentalis ' 5margd' * Emerald Green Arborvitae �O 61-71 ht Full and Matchinq 1111!1I'le fr,%� erica 5p. 'Mediterranean White' Heather gal Full / Compact plant 24 on center Erica 5p. 'Mediterranean Fink' Heather l qal Full / Compact / Plant 24" on center Arcta5tapkgIlo5 uva-ursi* Kinnikinnik 4" pot Ful / Compact / Plant 24' 11 on center Flant in grouping5 of 19 or more , ..... " .. LAWN * Con5id erect drought tolerant in Pacific Northwest once e5tabl i5hed 1,MP5CAFF Nits -- 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO 'PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. S08GRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2' DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2' FINE FIR BARK OR SIMILAR APPROVED MULCH_ 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL. ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRI7EN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER,. 12. WHERE CONFLICTS BETWEEN STREET LIGHTS AND STREET TREES OCCUR, LANDSCAPE CONTRACTOR SHALL RELOCATE STREET TREES. LT Recommended ft_ -t VPINCA ti Lam` • NOP,V e[� 0!!%� O �I 20 40 5CAL� 1 II -- 201 -011 80 5H�1 T 51Z� 22x 4 m� M M M M � i ii ECT � �1 D >> T dr C > J kW-- V) Z LO N CO U w CV 0 z CLi t' cV u] Z �I)QC)CD 175 LLJ 1--- Q >= r LLJ Lr,) 11 Cn Lil C Ln w j ��Ln V) OC or Q o JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 02--24-14 SCALE: AS SHOWN JURISDICTION: ECT � �1 D >> T dr C > kW-- d LO N CO P} j CV CV r CLi t' cV u] f_1 �I)QC)CD �C114 r1) -4- Lr,) 11 ECT L--4 sHrr r a of 5 �rn D >> Z dr C > z M c M j I�� n 1 JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 02--24-14 SCALE: AS SHOWN JURISDICTION: RENTON L--4 sHrr r a of 5 A Z 0 C co M �rn D >> Z dr C > z M c M j I�� n A Z 0 C co M i r.. �rn D >> M dr D > c Cn rri i r.. D M D L.r t 7, II I I I ` /\'' rnpicai. nor 5T0F,,MWATU\, FOMP 5CH�MATIC 5�CTIOH HOP-,1rn NOT fo 5ckF �M,6p, N Tl �. 51t LANr25CAF� 5�f vocc�Y, 5�1� CIVIL V TT�CA, LOT 5T0F\,MWAl'ff\, FONP 5GHWATIC 5FCTIOM ,A5T F�NC�, 5ff CIVIL 5rr 5f0 M ATr' PONCE 5�1 CIVIL 5ET FMINING WALL, 5�� CIVIL 5I f 5TOFNWAtr ?ONG 5CHWAVC 5�CTION 50UTH r;cr TO xPi e for Approval r RaMfy LINA �VfkGrl�fN Tr\ f, 5f LANC25CAPf 5V �VfFcArf�N 5NIIT. 51 LANn5CAFPIM M FIH15H CWAPVAPt5 5�� CIVIL 5�T FWICAUN m�, 5�� LMP5CAr 5�f FOCK FY, 5�� CIVIL 5�f O 20 40 80 5H1� f 51ZF 2204 b L2 w Y N N r Q iL3f- N �t7 f` O d CD © CJ C3 � N r'7 r Lri Z w i r LAW l _Ey fT'T 4. C n � � r i > t� m mi m m m i T C Ij S tTJ m m JOB NUMBER: H DRAWING NAME: O DESIGNER: k JMV DRAFTING BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: Z LiJ� � Z O Z CL 2 F_ Iy A LJ J ``' W = I L I U) ~ J L Lit L'iZ L LJ W �- d LJ [! 7 Lil B L/) X cn w x Ln N F— �j ry f. - b L2 w Y N N r Q iL3f- N �t7 f` O d CD © CJ C3 � N r'7 r Lri Z w i r LAW l _Ey L-5 of m z 0 Z C C fT'T 4. C n � � Cn i t� s y es i T L-5 of m z 0 Z C C _a IJ >> C n � � Cn T Ij S JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 02-24-14 SCALE: AS SHOWN JURISDICTION: RENTON L-5 of m z 0 Z C C _a IJ >> C n � � Cn T z 0 �n 0 z 5'CLF �5'vVD r.� I 12'CONC N=397.42 3' E� 4 _-_ ---------------------------- ------------- -- - t - Te I 11 p l 1! C p N -- i1 L - ------- - 29 1 1 281 _ _ 3 1 1 I I I I ! j 7' I6 1 I I r I I I 1 C I C I I l I 7 p �� I _ - - � i ! I I I _ -_ L- ----I I--=----- -sl �L p T II ; I-- ---- -s -.-- T --- - -v I I I--:--� --_--- I " I ' ; I 20 1 1 i I 1 1 I I 1 J p I� I I 22 3 I 25 1 I I C p l I p ' I �- I I I -- ---- - I - ! p -34 OP LLJJ I - 10 f. - T I I I - p 19 jI I j 1 1 1 1 1%!p p i 11 1 1 p I ' i _ ' pp I � I I I II 11 �� p� �� I ; I I 1p �-.-------- _. ---- L L-- i ' 1 II L I � 12 TRACT �� ' ! 13 STORM DRAINAGE lJ I EX. C8 RIM=3, .91 I "CONIC E=3 .21 18'C1NP N=3 .01 - EIP 1&••C'MP S=37 .01 , ra- -- - -- - - - - - - - - - - - - - 40 0 40 80 scale feet UNDERC3RJUND UTILITY NrL7TE: YOU MUST CALL 1-$00-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAYBE LOCATED. FAILURE TO DO S© COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CA LfTI0N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION, CONSTRUCTION NOTES INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 1161, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 117,2, CONCRETE F❑UNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL. ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURES AND POLE PER STANDARD PLAN 117,1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ❑N SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE 0 INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ❑N SE 6TH ST AT APPROXIMATE STATION 10+66, 17 5' LT, COORDINATE WITH C,❑,R, ERIC CUTSHALL, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLL❑WING CDR STD, PLN 122,1 INSTALL TYPE 1 JUNCTI❑N BOX WITH CONCRETE PAD FOLLOWING C❑R STD, PLN, 120, LUMINAIRE SCHEDULE LUM. NO. 0_ u� CIRCUIT NO. Y GPS * C©ORD. OFFSET (FEET) E- Cn MOUNTING HGT. (FT.) STANDARD PLAN # 1S`" m W 156TH AVE SE 52+21 2 d z 0 �n 0 z 5'CLF �5'vVD r.� I 12'CONC N=397.42 3' E� 4 _-_ ---------------------------- ------------- -- - t - Te I 11 p l 1! C p N -- i1 L - ------- - 29 1 1 281 _ _ 3 1 1 I I I I ! j 7' I6 1 I I r I I I 1 C I C I I l I 7 p �� I _ - - � i ! I I I _ -_ L- ----I I--=----- -sl �L p T II ; I-- ---- -s -.-- T --- - -v I I I--:--� --_--- I " I ' ; I 20 1 1 i I 1 1 I I 1 J p I� I I 22 3 I 25 1 I I C p l I p ' I �- I I I -- ---- - I - ! p -34 OP LLJJ I - 10 f. - T I I I - p 19 jI I j 1 1 1 1 1%!p p i 11 1 1 p I ' i _ ' pp I � I I I II 11 �� p� �� I ; I I 1p �-.-------- _. ---- L L-- i ' 1 II L I � 12 TRACT �� ' ! 13 STORM DRAINAGE lJ I EX. C8 RIM=3, .91 I "CONIC E=3 .21 18'C1NP N=3 .01 - EIP 1&••C'MP S=37 .01 , ra- -- - -- - - - - - - - - - - - - - 40 0 40 80 scale feet UNDERC3RJUND UTILITY NrL7TE: YOU MUST CALL 1-$00-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAYBE LOCATED. FAILURE TO DO S© COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CA LfTI0N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION, CONSTRUCTION NOTES INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 1161, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 117,2, CONCRETE F❑UNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL. ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURES AND POLE PER STANDARD PLAN 117,1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ❑N SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE 0 INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ❑N SE 6TH ST AT APPROXIMATE STATION 10+66, 17 5' LT, COORDINATE WITH C,❑,R, ERIC CUTSHALL, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLL❑WING CDR STD, PLN 122,1 INSTALL TYPE 1 JUNCTI❑N BOX WITH CONCRETE PAD FOLLOWING C❑R STD, PLN, 120, LUMINAIRE SCHEDULE LUM. NO. 21 CIRCUIT NO. LOCATION GPS * C©ORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 1S`" 4491t`4C1`�` A 156TH AVE SE 52+21 2 26.0' RT 135/60 6'/4' 35'/14' 117.1 2,, 4141105, A 156TH AVE SE 5D+90 1.94 � I� 25-.5' RT 135/60 6p/47 35'/14 j 117.1 3 'A4 C, A 156TH AVE SE 50+15 M.1i 13 z 25.5' RT 60 4 18' 117.2 w (SCHEDULE A 156TH AVE SE 49+47 ";' °z ' 26.5 RT 135/60 61/4) 35' ZI4' 117.1 5,.- a s 156TH AVE SE 47+90 �.�' z ,; ��a 25.5' RT 135Z60 6'/4' 35' 14' 117.1 f+ 1� if7 M '10016.5' RT 67 LED NA 14' 116.1 7 Li4OMA44 B SE 6TH ST 12+08 N:,r'6 a ck L`."'4f' 16.5' RT 44 LED z 0 �n 0 z 5'CLF �5'vVD r.� I 12'CONC N=397.42 3' E� 4 _-_ ---------------------------- ------------- -- - t - Te I 11 p l 1! C p N -- i1 L - ------- - 29 1 1 281 _ _ 3 1 1 I I I I ! j 7' I6 1 I I r I I I 1 C I C I I l I 7 p �� I _ - - � i ! I I I _ -_ L- ----I I--=----- -sl �L p T II ; I-- ---- -s -.-- T --- - -v I I I--:--� --_--- I " I ' ; I 20 1 1 i I 1 1 I I 1 J p I� I I 22 3 I 25 1 I I C p l I p ' I �- I I I -- ---- - I - ! p -34 OP LLJJ I - 10 f. - T I I I - p 19 jI I j 1 1 1 1 1%!p p i 11 1 1 p I ' i _ ' pp I � I I I II 11 �� p� �� I ; I I 1p �-.-------- _. ---- L L-- i ' 1 II L I � 12 TRACT �� ' ! 13 STORM DRAINAGE lJ I EX. C8 RIM=3, .91 I "CONIC E=3 .21 18'C1NP N=3 .01 - EIP 1&••C'MP S=37 .01 , ra- -- - -- - - - - - - - - - - - - - 40 0 40 80 scale feet UNDERC3RJUND UTILITY NrL7TE: YOU MUST CALL 1-$00-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAYBE LOCATED. FAILURE TO DO S© COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CA LfTI0N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION, CONSTRUCTION NOTES INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 1161, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 117,2, CONCRETE F❑UNDATI❑N, AND ASSOCIATED JUNCTI❑N BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, INSTALL. ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE FIXTURES AND POLE PER STANDARD PLAN 117,1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ❑N SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE 0 INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ❑N SE 6TH ST AT APPROXIMATE STATION 10+66, 17 5' LT, COORDINATE WITH C,❑,R, ERIC CUTSHALL, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLL❑WING CDR STD, PLN 122,1 INSTALL TYPE 1 JUNCTI❑N BOX WITH CONCRETE PAD FOLLOWING C❑R STD, PLN, 120, LUMINAIRE SCHEDULE LUM. NO. POLE * ID. NO. CIRCUIT NO. LOCATION GPS * C©ORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # 1S`" 4491t`4C1`�` A 156TH AVE SE 52+21 2 26.0' RT 135/60 6'/4' 35'/14' 117.1 2,, 4141105, A 156TH AVE SE 5D+90 1.94 � I� 25-.5' RT 135/60 6p/47 35'/14 j 117.1 3 'A4 C, A 156TH AVE SE 50+15 M.1i 13 z 25.5' RT 60 4 18' 117.2 PVC (SCHEDULE A 156TH AVE SE 49+47 ";' °z ' 26.5 RT 135/60 61/4) 35' ZI4' 117.1 5,.- 4' 6C A 156TH AVE SE 47+90 �.�' z ,; ��a 25.5' RT 135Z60 6'/4' 35' 14' 117.1 4y B SE 6TH ST 1(+68 '10016.5' RT 67 LED NA 14' 116.1 7 Li4OMA44 B SE 6TH ST 12+08 N:,r'6 a ck L`."'4f' 16.5' RT 44 LED NA 14' 116.1 8 4500A`14 B SE 5TH ST 13+50 ":'v''', 16.5' RT 44 LED NA 14' 116.1 9 B WAPATO PL SE 15+19', 16.5' RT 44 LED NA 14' 116.1 10 '450'AA4-i B WAPATO PL SE 16+60 4'""32- , 7k 16.5' RT 44 LED NA 14' 116,1 11 1003ALA4 B WAPATO PL SE 18+26 "'62 s 3 16.5' RT 44 LED NA 14 116.1 12 4504 44 B WAPATO PL SE 19+55 '.' ' " � 16.5' RT 44 LED NA 14 116.1 13 45o5AL4LA B SE 7TH, PL 34+37 Vuxg 16.5' LT 44 LED NA 14' 116.1 14 Lj504A44 B SE 7TH PL 33+63 ";� , °6 g 15.5 RT 44 LE NA 14' 116.1 15 'j5o7A 4 B SE 7TH PL 32+90 TM';,�, ` •" 16.5 LT 44 LED NA 14 116.1 1 -ASc$A44 B SE 7TH PL 32+17� 14 15.5' RT 44 LED NA 14 116.1 1 '{ (A A4A B SE 7TH PL 31+45 ;` ,•, 0 15.5' LT 44 LED NA 14 116.1 17- 4s10 y'4 B SE 7TH PL 30+71 16.5' RT 67 LED NA 14'115.1 19 y5 11 Ayy C 5E 6TH 5T 11+3844 ? �,. 16.5' LT 44 LED NA 14 11 fi.1 20 46��,A4LA C SE 5TH ST 12+70 ;� �° - 16.5' LT 44 LED NA 14' 116.1 1 w4 C SE 6TH ST 14+22 T 7z 16.5' LT 44 LED NA 14 115.1 22 4 j4 44 C 15 WAPATO PL SE +98 . 16.5 LT 44 LED NA 14 116.1 23 'A;1 yy C WAPATO PL SE 17+40 ;� • � 15., LT 44 LE NA 14 116.1 24 4-16 A44 C WAPATO PL SE 18+83 16.5 LT 44 LED NA 14 116.1 1 PET LI60 Prs 41AC1116 bo- 5 AEQ NU I L: HULL IU NUt), AHL IU ISL HKUVIULLJ by I HL UI 1 Y Al IIMt Ur UUN) I KUiU I IUN. GPS COORDINATES SHALL BE PROVIDED IN THE AS -BUILT PLANS. WIRING SCHEDULE CONDUIT RUN CONDUIT SIZE ►n z co AND DECORATIVE POLE CONDUCTORS NOTES 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 1 2 2.0 PVC SCHEDULE 80 2-#8, 1-#8 GREEN CONSTRUCTION NOTE 3 2.0' PVC (SCHEDULE 40) 2-#8, 3-#14 1-#8 GREEN PHOTOCELL 4 2.0 1.PVC SCHEDULE 80 4-#8, 1-#8 GREEN 5 2.0" PVC (SCHEDULE 40) 6-#8, 3--#14 1-#8 GREEN PHOTOCELL 6 2.0" PVC (SCHEDULE 40) PSE POWER 7 20" PVC (SCHEDULE 40) FULL. STRING LEGEND RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NoR TH WEE- T TPA F -F -lo ExpER TS 11419 NE 124th St., #599, Kirkland, INA 98934 Phone. 425.522.4118 Fax. 425.522.4311 -D cn 30251 GISTS G �r ,7 to 3.4/ 1I ' -. '" _,'U- 1 x II LED PEDESTRIAN LUMINAIRE ►n z co AND DECORATIVE POLE �n LED ROADWAY LUMINAIRE n AND DECORATIVE POLE - - - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH 0 1 o CONCRETE PAD ERE] SERVICE CABINET LWIRE NOTE 0 CONSTRUCTION NOTE RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NoR TH WEE- T TPA F -F -lo ExpER TS 11419 NE 124th St., #599, Kirkland, INA 98934 Phone. 425.522.4118 Fax. 425.522.4311 -D cn 30251 GISTS G �r ,7 to 3.4/ 1I ' -. '" _,'U- 1 x II *j0 ►n z co V �n m n �I � I .: *j0 a �n - �> �I rn> r 1 o M m mt rrn .: *j0 a� CD 4i1 �I rn> r 1 o M m �I �I *` 0 CN J N r- a m Lj 0 I) N� L2 !••I-•4 IT 73 m JLC UJ1 C A I Ci 7) m LO M a < m m N �:: � n LJ w z z •- 00 a z z p Z < Q U) Lo N> LA r• z z 1 r W W :2 7 0 0 Q Ca C.A C] L LI LLJ I1 Ta_ LEI LTJ <Ln >a a- Lu w Iz Ir "'f"TTI0. PANT ATI LIRE AND POLE RELATED PARTS SHALL LE FACTORY PRWED AND PShIF£R COLIED, FINISH COLOR- RAL 9005TX ',ET BLACK' PRESTIGE SERVE'S MYI714) LED P057- TCP LUMO-AIRE (WATTAGE PER PLANS, 0DW CCT. 120-277V UNIVERSAL DRNIER. WITH V53AR 2" CONDUIT UNLESS RIBBED ACRYLIC LENS) BY CYCLOLS STATED OTHERWISE ON (OR APPROVED EQUAL) DRIVER PLANS SHALL BE IN7ECRAL TO THE FIXTURE. FOR STREET LIGHT STANDARD DECAL NUMBERRNIJ DE IAL, REFER TD CITY OF RENTOR 576 PLAN 121 14'-0' FLUTED SHAPE. 5' DI.A►EIER, STRAIGHT ALL1LkWm POLE {PDMS-1i-R04fi-RAI4DOSTX-1443) BY CYCIOO IE (OR APPROVED EQUAL) INSTALL GROUT PRONDE 1/2' DIA DRAIN TUBE THROUGH GROUT 2'6' HANDHOLE DECCRAHIE ALUMINUM CLAMSh— RAY COVER BD46 BY CYCLONE (IDR APMOVED EQUAL) SEE POLE BASE DETAIL, TINS SHEET ANCHOR BOLT (4) OVAL SLOTS B ACCEPTING 1'06':4' B � - ANEkt4;R ON IS ACCEPTING 1'+40-s4' - REAINU POLE CAP - ALLMIAuM SRWOuD (Bl C+r GALVANIZED STEEL EQUAL) DRIVER SHALL BE 11 LIM4NAAE ARTA V RITEC RAL TO THE FIXTURE LITH ( ANCHOR BOLT: d - DOLE 51T1E LED LDIMNAINE EIAg PLATE DETAIL • HATNLRP0LE5 ERE MOUNTED AT 1.80' Pi ANT SLAPCRT BRACKETS ARE MOUNTED AT D' (UNA.f55 24' 8 15 BARS. � SPACED ARE MOUNTED AT15D HAHOHOLES CLNIER CUNDLA1 C(NTC 'T A FOUNDATION Q BOLL CIRCLE (DIA PER aA' P AILDLTAL It • BANNER 5UP'PORT BRACKf i5 ARE THIS SIEFT) LLJ 14 LLOOP5 0 12- R ATF, MILK WITH CLAN -SHELL AAM a a ORIENTATION L.UCAT�`T CONPECTIOH FON 1AWNRHG ARM 34 Ch WITH COVIR Ai DETAILS SEE STD PLAN 1173 Q EWFNLV SF:. ` I 29` _; ID' BASE OIAIAETER, CENTER CONDl1:T , PRJYIDE 1/2" DLT DRAW R Eft C-4 IN FOUNDATION 7) m LO M a < m m N �:: � n LJ w z z •- 00 a z z p Z < Q U) Lo N> LA r• z z 1 r W W :2 7 0 0 Q Ca C.A C] L LI LLJ I1 Ta_ LEI LTJ <Ln >a a- Lu w Iz Ir "'f"TTI0. PANT ATI LIRE AND POLE RELATED PARTS SHALL LE FACTORY PRWED AND PShIF£R COLIED, FINISH COLOR- RAL 9005TX ',ET BLACK' PRESTIGE SERVE'S MYI714) LED P057- TCP LUMO-AIRE (WATTAGE PER PLANS, 0DW CCT. 120-277V UNIVERSAL DRNIER. WITH V53AR 2" CONDUIT UNLESS RIBBED ACRYLIC LENS) BY CYCLOLS STATED OTHERWISE ON (OR APPROVED EQUAL) DRIVER PLANS SHALL BE IN7ECRAL TO THE FIXTURE. FOR STREET LIGHT STANDARD DECAL NUMBERRNIJ DE IAL, REFER TD CITY OF RENTOR 576 PLAN 121 14'-0' FLUTED SHAPE. 5' DI.A►EIER, STRAIGHT ALL1LkWm POLE {PDMS-1i-R04fi-RAI4DOSTX-1443) BY CYCIOO IE (OR APPROVED EQUAL) INSTALL GROUT PRONDE 1/2' DIA DRAIN TUBE THROUGH GROUT 2'6' HANDHOLE DECCRAHIE ALUMINUM CLAMSh— RAY COVER BD46 BY CYCLONE (IDR APMOVED EQUAL) SEE POLE BASE DETAIL, TINS SHEET ANCHOR BOLT (4) OVAL SLOTS - OPTIONAL ACCEPTING 1'06':4' (4) OVAL SLOTS GAi VA UD STEEL - ANEkt4;R ON IS ACCEPTING 1'+40-s4' - REAINU POLE CAP - ALLMIAuM SRWOuD (Bl BY CYCLONE (OR APPROVED i_ O GALVANIZED STEEL EQUAL) DRIVER SHALL BE 11 LIM4NAAE ARTA V RITEC RAL TO THE FIXTURE LITH ( ANCHOR BOLT: LLuN4IRE ARM - DOLE 51T1E LED LDIMNAINE EIAg PLATE DETAIL • HATNLRP0LE5 ERE MOUNTED AT 1.80' Pi ANT SLAPCRT BRACKETS ARE MOUNTED AT D' (UNA.f55 24' 8 15 BARS. � SPACED ARE MOUNTED AT15D HAHOHOLES CLNIER CUNDLA1 C(NTC 'T A FOUNDATION 1'-6' MFF BELOW -� BOLL CIRCLE (DIA PER aA' P AILDLTAL BASE PLATE DETAIL, • BANNER 5UP'PORT BRACKf i5 ARE THIS SIEFT) TAPERED (014','FT), 0188' WALL 14 LLOOP5 0 12- R ATF, MILK WITH CLAN -SHELL AAM 2' CONDUIT UNLESS GROUND POLE i4 SIATED OTHERWISE ON FOUNDAI+ON PLANS n 3/4' CHAMFER (TYP) V-6` MIN REL" LRCAR4D, 2'-D' MIN UNDER PAVEMENT EXTEND THE CONDIAT 6" LIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACXF4.L 14 HOOPS. 0 12' ----� 0 - 15 BARS. -- FVFNLr SPACED 2 I/2' CIR - d NDECTYiP4 '1 �^- FOR FOU wpm Onus, SEE THIS SHEET POLE ELEVATION +� * PUBLIC WORDS DEPARTMENT a T - I F YlLTIIH QUAIL 7111' DIA HOLE (TVP] rte. 1/4' SPEP[ PLATE BOLT CIRCLE (DIA. PER BAY PLATE ICTAL, IMS SHEET) POLE BASE DETAIL ANCHOR T CLI TEMPLATE DETAIL TOE of rMIQUO ANCHOR 801, 4 TOTAL. 314' DIA (IVP) 3/4" HEX NUIS, Stltl (6 REO"0 PER ANCHOR 801), FLAT WASHERS 0 REQ`D PER ANCHOR BOL T) AANNCF)OR BOLT A M9LY_2LTAti. FOUNDATION DETAILS STD. PLAN - 1161 NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE PROVED FIXTURE AND POLE DETAILS oA E /77 PW E 4' 0. r,7�1,FL1411111. AN I 4f Om HOLE I TETE *I�i r� (UWINA:IE ARM LENGTH) 3U R 30' 4' OD HLXE I (LLNWAIE ARM LENGTH] - i r_#5' L _— I. ODI OLE LUMINAIRE ARM DETAILS MIN. 01 1/2" WIREWAY } ROUND CAP ALLAAINLIA SFRUUD - (BY MANUfACMER) NANUt ACTLMER — SHAI I AFI D SFIR17OD All r4 *At AROUND LYIMNN/AR! ARI— L MIAW/NI#, CONDUCTORS ON TO I UwuWW 2. OLCORA 111A_ 109NA9 LUMINAIRE ARM MOUNTING BRACKET DETAILS STD. PLAN - 117.3 PUBLIC WORKS LUMiNAIRIE ARM AND MOUNTING [)FPAR'rMENT BRACKET DETAILS I A /. PAINT SPFCIF�ATL'NS. - __._.. ALL ALIAMJM LUIWINAA4E AND POLE RELATED PARIS SHALL BE FACTORY PRII£D AND POYAER COATETI. EU1 J 4&W_ RAL 9OD5TX "#I UAE'.K' -jLffiE LIIYMIAIIE POLE LADIES POUND Tumor SECTION' (NO TAPER) ,. ROIINO TAPERED PLTLE SECTION (014' 1F I) - ROWNAL LOMAK HEIGHT i LRAAINAUTE HEIGHT f SHROUD) I SECURE FOP 8ANNER BRACKET NIH — - I THROUGH BOLTS AND SHIAN TO LEVEL PER MAHLIFACIURER'S I15TRUC1ICN5 SECURE BOTIOwtABI BANNE SS STET iWl'H ALU:USTABLE STAILESS STEEL BANDS AND SRW 10 LEAL PER MANUFACTURER'S INSTRUCTIONS �. 4' DOTE STYLE IED LUMFIMRE - 4 - OPTIONAL �I L , 25' (4) OVAL SLOTS CRIOLMD POLE - f ACCEPTING 1'+40-s4' - REAINU POLE CAP - ALLMIAuM SRWOuD (Bl BY CYCLONE (OR APPROVED i_ O GALVANIZED STEEL EQUAL) DRIVER SHALL BE 11 LIM4NAAE ARTA MAtAFArF RLR) RITEC RAL TO THE FIXTURE LITH ( ANCHOR BOLT: LLuN4IRE ARM - DOLE 51T1E LED LDIMNAINE .0 • • HATNLRP0LE5 ERE MOUNTED AT 1.80' Pi ANT SLAPCRT BRACKETS ARE MOUNTED AT D' (UNA.f55 LEII:;fH PER PLANS _ WATIAGIE PER PLAN54.0" CCT. 12Fi-P77V LgIh1€RSAL GRt WikiV +'�,, 3/4' CFUWF£R (TTP) ARE MOUNTED AT15D HAHOHOLES CLASS BY CYCLONE 'T i 22 2'5'� 1'-6' MFF BELOW -� (aeFLA6T APPROVEORE]I AL).DRIVER aA' P AILDLTAL I • BANNER 5UP'PORT BRACKf i5 ARE } 94ALI OF INT€61RAI 10 THE TAPERED (014','FT), 0188' WALL 1 j 4AIDERING DETAIL. MILK WITH CLAN -SHELL AAM BOLT CIRCLE (DIA REFER TO CITY OF ORIENTATION L.UCAT�`T CONPECTIOH FON 1AWNRHG ARM 34 5 - 07 BARS. WITH COVIR Ai DETAILS SEE STD PLAN 1173 u EWFNLV SF:. ` I 29` _; ID' BASE OIAIAETER, CENTER CONDl1:T , PRJYIDE 1/2" DLT DRAW 2' COMIDIAf UNLESS i4P f01lNDAll9q ( IN FOUNDATION a ' STATEO OTHERYpSE ON u j (014`1Tl) ALL41" (2) BANNER BRAONETS WTH PLANS _ / i R£IF'0RCE0 HAWDHOIE PRESSLAE RELEASE SPNIIG-S 1+' 1+i -li' DA BfAi IWOT PkcTFCTLvE RIABBIR ANCHOR 01711 _ URCLE CLIATAIG LFVEIBACKFILL BOLT COVERS EaE►Lr SPACED (PROVIDED BT POLL -- 04 HOOPS 0 12- E - 01 O' LEVEL cAlm suwj DOTE STYLE IED LUMFIMRE - 4 - OPTIONAL �I L , 25' (WATTAGE PER PLAroS, 4,OOOK CRIOLMD POLE - CCT. 120-277V UNWI SAL I ACCEPTING 1':36'.4 DRIVER. LAiN FLAT GLASS LENS) { FOLMRDAIION BY CYCLONE (OR APPROVED i_ O PR0Vk5E0 A AND EQUAL) DRIVER SHALL BE 11 LIM4NAAE ARTA y RITEC RAL TO THE FIXTURE LITH ( AT {IRLESS OTHER�MSE NOTED ON PLANS) CLAM SHELL ARM COGNECTMOH j, ---� FOR MOL14TING ARBA DET1A4' EE • HATNLRP0LE5 ERE MOUNTED AT 1.80' Pi ANT SLAPCRT BRACKETS ARE MOUNTED AT D' (UNA.f55 SrD PLAN 117.3' i OTHERS (Typ) 3/4' CFUWF£R (TTP) ARE MOUNTED AT15D HAHOHOLES PLANS] 'T i 22 2'5'� 1'-6' MFF BELOW -� ^'2. FOR STREET LIGHT I • BANNER 5UP'PORT BRACKf i5 ARE STANDARD DECAL TAPERED (014','FT), 0188' WALL 1 j 4AIDERING DETAIL. 2 -0" VIN L!fw BOLT CIRCLE (DIA REFER TO CITY OF ORIENTATION L.UCAT�`T OF RENTiON STO PLAN WITH COVIR 121. u 6 - 05 BARS. li f ID' BASE OIAIAETER, 40'-0, LONG , PRJYIDE 1/2" DLT DRAW (L'EMNIINUOus), 0.25' i4P f01lNDAll9q - WALL THIONESS SWOOTH a ' ROUND TAPERED u (014`1Tl) ALL41" 15 Pp� R£IF'0RCE0 HAWDHOIE 1s MIN CUVER CONTROLLED DENSITY0' 0 - IiS BARS. - INSIALL ANCHCRt - LFVEIBACKFILL BOLT COVERS EaE►Lr SPACED (PROVIDED BT POLL MANUFACTURER) E - FOR FOUNDATION DETAAS, SEE THIS SHEET I ANEHOR BOLT. 4 TOTAL. 1-1/4 1 DIA (TYP) kLIAMY INSTALL OQUE I' LEX NUTS, SIE (6 IWO)D PROVIDE 1/2' MALA PER A KNOR BOLI). DPW TUBE THROUGH FLAT WASHERS (6 REO'D PER GROUT ANCHOR BOLT) - I ANCHOR BOLT ASSEMKY DETAIL POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET STD. PLAN - 117.) $� PUBLIC WO RKS DEPARTMENTDECORATIVE ROADWAY LUMINAIRE POLIS DETAILS MOUNTING HEIGHT 15 FEET INSTALL. DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. NUMBERING EXAMPLES PLAN VI IN LED TYPE WATTAGE i -3/,s" TO 2" 2" TO 2 7/8" 2 1/2" DECAL REFLECTORRZED GOTHIC GOLD OR MITE LEGEND ON BLACK BACKGROUND li PUBLIC WORKS STREET LiGHT STANDARD STDPLAN 121 DEPARTMENT DECAL NUMBERING SYSTEM APPUM o} : FAINT ZEIfK!R2n--- —� ALL ALRIWILIM LUWI4AIRf AND POLE RELATED PARTS SHAH BE FACTORY PRWIED AND POWDER COATED. I TUSH CQ.OR. RAL. 99D51X 'JET BLACK" I DECW44ryEJ,L111MIAR# POLE NOTES ROUND TUBULAR SECTKIN (LA0 TAPER) ROUND TAPERED POLE SECTION (DA4'/FR) RCOND POLE CAP - OPTIONAL �I L , 25' 2" CONDUIT tKESS CRIOLMD POLE - BANNER 10 ACCEPTING 1':36'.4 STATED OTI*MSE ON FOLMRDAIION FOl1NOATI0L4 ET�AIL1�'1-AIL PR0Vk5E0 A AND *DECORATIVE RLOADWAY LUMINAIRES PLANS T80' j AT {IRLESS OTHER�MSE NOTED ON PLANS) INSTALLED BY ---� I 1/4' 0A HOLE • HATNLRP0LE5 ERE MOUNTED AT 1.80' Pi ANT SLAPCRT BRACKETS ARE MOUNTED AT D' (UNA.f55 a%CORAIIW PEDESTRIAN tUWHANRES OTHERS (Typ) 3/4' CFUWF£R (TTP) ARE MOUNTED AT15D HAHOHOLES PLANS] 'T I 1'-6' MFF BELOW -� ^'2. 310" SIFEL PLAa IIo' • BANNER 5UP'PORT BRACKf i5 ARE GR1AuNO,T TAPERED (014','FT), 0188' WALL 1 j IWE,HRTf4 Al D' 2 -0" VIN L!fw BOLT CIRCLE (DIA 2'-0' MIN UNDER ORIENTATION L.UCAT�`T OF SITE 10 LUINABIL WITH COVIR PAVEMENT 6 - 05 BARS. �A 6 . ' LF Q@JN TA -LI . . f 131LEN40N) ANCHOR EXTENT THE COM4DLA16' PRJYIDE 1/2" DLT DRAW i4P f01lNDAll9q - a MIN BETONID SIDEWALK OR SEE THIS SFRET BACKALL FOIRIDAIIr,N OR THE _- 1s 64 HOOPS 4 12- CONTROLLED DENSITY0' 0 - IiS BARS. - LFVEIBACKFILL EaE►Lr SPACED 2 1/2` CLR -SI I4 H"5 0 12 FCriJ��ATI�I� TA uE� . + ' B - I7 BARS, EANL'I SPACED 2 1/2' CLR - .1. r BS 6 I ANEHOR BOLT. 4 TOTAL. 1-1/4 1 DIA (TYP) kLIAMY INSTALL OQUE I' LEX NUTS, SIE (6 IWO)D PROVIDE 1/2' MALA PER A KNOR BOLI). DPW TUBE THROUGH FLAT WASHERS (6 REO'D PER GROUT ANCHOR BOLT) - I ANCHOR BOLT ASSEMKY DETAIL POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET STD. PLAN - 117.) $� PUBLIC WO RKS DEPARTMENTDECORATIVE ROADWAY LUMINAIRE POLIS DETAILS MOUNTING HEIGHT 15 FEET INSTALL. DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. NUMBERING EXAMPLES PLAN VI IN LED TYPE WATTAGE i -3/,s" TO 2" 2" TO 2 7/8" 2 1/2" DECAL REFLECTORRZED GOTHIC GOLD OR MITE LEGEND ON BLACK BACKGROUND li PUBLIC WORKS STREET LiGHT STANDARD STDPLAN 121 DEPARTMENT DECAL NUMBERING SYSTEM APPUM o} : FAINT ZEIfK!R2n--- —� ALL ALRIWILIM LUWI4AIRf AND POLE RELATED PARTS SHAH BE FACTORY PRWIED AND POWDER COATED. I TUSH CQ.OR. RAL. 99D51X 'JET BLACK" I DECW44ryEJ,L111MIAR# POLE NOTES ROUND TUBULAR SECTKIN (LA0 TAPER) ROUND TAPERED POLE SECTION (DA4'/FR) RCOND POLE CAP I -I/8' ORA HOLE �I L , 25' (4) OVAL SLOTS j 270' 6 v - (WATTAGE PER PLANS, 4.000K ACCEPTING 1':36'.4 CCT, 120- 277V LINs4£RSAL MOYER- g FOl1NOATI0L4 ET�AIL1�'1-AIL ✓ ' *DECORATIVE RLOADWAY LUMINAIRES DIYFNSCIFI) T80' j AT {IRLESS OTHER�MSE NOTED ON PLANS) ARE MOFNTED AT 0' ---� I 1/4' 0A HOLE • HATNLRP0LE5 ERE MOUNTED AT 1.80' Pi ANT SLAPCRT BRACKETS ARE MOUNTED AT D' (UNA.f55 a%CORAIIW PEDESTRIAN tUWHANRES 2' CO u.T UNLFSS (Typ) STATED OTH WM% ON ARE MOUNTED AT15D HAHOHOLES PLANS] ,C,4'� N • ARE MOLINTED Al LAID ^'2. 310" SIFEL PLAa OTHERWISE NDTEO ON • BANNER 5UP'PORT BRACKf i5 ARE ILII TAPERED (014','FT), 0188' WALL - IWE,HRTf4 Al D' 2 -0" VIN L!fw BOLT CIRCLE (DIA ORIENTATION L.UCAT�`T OF SITE 10 LUINABIL WITH COVIR BASE PLATE 6 - 05 BARS. �A 6 . ' LF Q@JN TA -LI . . f 131LEN40N) ANCHOR BULT TEMPLATE DETAIL PRJYIDE 1/2" DLT DRAW i4P f01lNDAll9q - a FOR FOUNDATION DETAILS, SIDEWALK OR SEE THIS SFRET BACKALL PLANTER STRIP _- 1s I ANEHOR BOLT. 4 TOTAL. 1-1/4 1 DIA (TYP) kLIAMY INSTALL OQUE I' LEX NUTS, SIE (6 IWO)D PROVIDE 1/2' MALA PER A KNOR BOLI). DPW TUBE THROUGH FLAT WASHERS (6 REO'D PER GROUT ANCHOR BOLT) - I ANCHOR BOLT ASSEMKY DETAIL POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET STD. PLAN - 117.) $� PUBLIC WO RKS DEPARTMENTDECORATIVE ROADWAY LUMINAIRE POLIS DETAILS MOUNTING HEIGHT 15 FEET INSTALL. DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. NUMBERING EXAMPLES PLAN VI IN LED TYPE WATTAGE i -3/,s" TO 2" 2" TO 2 7/8" 2 1/2" DECAL REFLECTORRZED GOTHIC GOLD OR MITE LEGEND ON BLACK BACKGROUND li PUBLIC WORKS STREET LiGHT STANDARD STDPLAN 121 DEPARTMENT DECAL NUMBERING SYSTEM APPUM o} : FAINT ZEIfK!R2n--- —� ALL ALRIWILIM LUWI4AIRf AND POLE RELATED PARTS SHAH BE FACTORY PRWIED AND POWDER COATED. I TUSH CQ.OR. RAL. 99D51X 'JET BLACK" I DECW44ryEJ,L111MIAR# POLE NOTES ROUND TUBULAR SECTKIN (LA0 TAPER) ROUND TAPERED POLE SECTION (DA4'/FR) RCOND POLE CAP LULZNNRF ARM V I -I/8' ORA HOLE �I L , 25' (4) OVAL SLOTS LrDUl STnE LEU LUNIARIE- - (WATTAGE PER PLANS, 4.000K ACCEPTING 1':36'.4 CCT, 120- 277V LINs4£RSAL MOYER- g • DECORATIVE PEiESTRIAN LLAINNAIRES ARE MOMIED ✓ ' ANCHGR2fD STEM'. DIYFNSCIFI) T80' j AT {IRLESS OTHER�MSE NOTED ON PLANS) THE FIYRIRE WAIN CLAM SHELL 1 18O'-0} • HATNLRP0LE5 ERE MOUNTED AT 1.80' Pi ANT SLAPCRT BRACKETS ARE MOUNTED AT D' (UNA.f55 ARM DETAILS SEE SID PLAN, 117.3 2' CO u.T UNLFSS FOR SFREET LICAIT STANDARD STATED OTH WM% ON DECAL NLNWRING DETAIL, REFER PLANS] ,C,4'� N 121 3/4- CHAMFER (EYP) 270" OTHERWISE NDTEO ON o ILII TAPERED (014','FT), 0188' WALL - i THICKNESS ALLUNUM POLE 2 -0" VIN L!fw PLATE DETAI b OF REINFORCED HAIHIOOLE WITH COVIR 3a•— - 6 - 05 BARS. �A 6 . ' LF Q@JN TA -LI . . f E'dNLI SPACED LULZNNRF ARM V I -I/8' ORA HOLE �I L , 25' [ENTER CONDUIT LrDUl STnE LEU LUNIARIE- - (WATTAGE PER PLANS, 4.000K BOLT CIRCLE (DLA CCT, 120- 277V LINs4£RSAL MOYER- SN2E TO LUTAAVAMRE SIZE NTH FLAT GLASS LENS) BY BASE PLATE CYCLONE (OR APPROWfD EOUAL) DIYFNSCIFI) DRIVER SHALL BE INTEGRAL 10 AHCHr1R BOLT - _ THE FIYRIRE WAIN CLAM SHELL 1 ARM CCRNJECTIQN. FOR MOUNTING FQQbD�TI��ECTION ARM DETAILS SEE SID PLAN, 117.3 2' CO u.T UNLFSS FOR SFREET LICAIT STANDARD STATED OTH WM% ON DECAL NLNWRING DETAIL, REFER PLANS TO CITY OF RENION STD PIAN N 121 3/4- CHAMFER (EYP) 7" BASE DIAMETER I6 -O' LONG 1'-6' MIN BELOW - - - (COTI flaMUDUS) SMWsH ROUND GROUND, + TAPERED (014','FT), 0188' WALL - i THICKNESS ALLUNUM POLE 2 -0" VIN L!fw ANCI_JOR BOT ASSEMBLY DIJA b REINFORCED HAIHIOOLE WITH COVIR INSTALL OKI" BOLT C01IERS -. EXTEND 14 CONDUIT (PROVIDED BY POLE MANUFAf,19,kERj INSTALL GROUT PRJYIDE 1/2" DLT DRAW TUBE THROUGH GROUT - a FOR FOUNDATION DETAILS, SEE THIS SFRET SlfiEy/ALr� p, AF PER STR;P L POLE ELEVATION STATED OTHEANSE ON I -I/8' ORA HOLE PL AM15 _. [ENTER CONDUIT - NI FLXARTAiION BOLT CIRCLE (DLA f SN2E TO LUTAAVAMRE SIZE BASE PLATE 10 11' DIA BLIT DIYFNSCIFI) CIRCLE AHCHr1R BOLT - _ cn > - I'4 HOOPS 0 12' FQQbD�TI��ECTION (TTP) 2' CO u.T UNLFSS GROUND POLE TO STATED OTH WM% ON FOUNDATION PLANS I' REX NUTS, 51EEL ((k REO -O - W N �d 3/4- CHAMFER (EYP) n Y, 1'-6' MIN BELOW - - - I GROUND, + - 2 -0" VIN L!fw ANCI_JOR BOT ASSEMBLY DIJA FOUNDATION DETAILS PAVEMENT I EXTEND 14 CONDUIT 67 MIN BEYOAD KIL M7ADON OR THE - a CONIROUED DENSITY BACKALL d 1s 64 HOOPS 4 12- 0 - IiS BARS. - EaE►Lr SPACED 2 1/2` CLR FCriJ��ATI�I� TA uE� - I -I/8' ORA HOLE � (TVP) 1/4 STEEL PLATE r BOLT CIRCLE (DLA f SN2E TO LUTAAVAMRE SIZE BASE PLATE DIYFNSCIFI) ANCHOR AL [L+� ATE DETAIL cn > ANCHOR BOLT. 4 TOTAL,. I' DIA—•. Lai � is3 (TTP) � 1 I' REX NUTS, 51EEL ((k REO -O - W �d PER ANCHOR KILT). a tr FLAT WASFNRS (6 REO'D PERI ANCHOR BOLT) _ .} ANCI_JOR BOT ASSEMBLY DIJA FOUNDATION DETAILS ARTERIAL STREET STD PLAN - i 17 4 Pl)BL1C WORKS DECORATIVE PEDESTRIAN LUMINAIRE POLE A DEPARTMENT DETAILS r1 A l L-eALJ 1'©1Y . LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGRQUND UTILITY NOTE. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DD S© COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE )r rNf I l THWEST TPA FFIC ExPEp Ts 11410 NE 124th St.1 #590, Kirkland, WA 98034 Phone:425.522.4118 Fax: 425.522.4311 l � � m r cr,r) f r cn > Lai � is3 � 1 �d a tr a i Q m f � L I) Z i2l w w LLJ (A (rA W W 31 LIJ W z z a z 0 Q cn cn L0 LL1 z z LLJ LLJ m ME 0 u CJ LLJ LLJ 11 a - w w [/1 (l) Ld LLJ tD 1 LUMINAIRE WARES WILL BE A CONTlNUDUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GRDUND ROD FUSE KITS QUICK OISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE SLITS LUMINAIRE NARES PALL BE Al2 S.E.C. OR EQUAL AWG IN A JACKETED CABLE• REFER TO WSDOT LOCKING LID STANDARD DUTY JUHC79C'fN BOX TYPES A AI 2 /6 GREEN INSULATED YAR€ STANDARD PLAN J-10.50-03 TO FIXTURE GROUND LUG GROUND LUG 514" MINIMUM DRAW HOLE - SPLICE KITS CLEAR EPDXY S? ICE KITS ON ALL THRU WWFE RUNS 4' CONCRETE PAp ~ & 2' MIN' 08 BARE COPPER — 3 GROUND WIRE "ICLO � ¢ 4,� 4 z e a m m 3 r>CID� �Y 4uiIn �,ti .: >e. I O V z C � 3 —`� UO 'g'EYjRES Wtj xqqy�ggwpppQ USW > > WIRING SCHEMATIC d r 0 M II TYPE III SERVICE 12©%240 a 4 -- IP7 r{'I aw F— B A N =r 0 0 tD 104 A MAIN BREAKER {MW-} I < I11 2 POLE 240 VOLT 10 � w LLJ (A (rA W W 31 LIJ W z z a z 0 Q cn cn L0 LL1 z z LLJ LLJ m ME 0 u CJ LLJ LLJ 11 a - w w [/1 (l) Ld LLJ tD 1 LUMINAIRE WARES WILL BE A CONTlNUDUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GRDUND ROD FUSE KITS QUICK OISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE SLITS LUMINAIRE NARES PALL BE Al2 S.E.C. OR EQUAL AWG IN A JACKETED CABLE• REFER TO WSDOT LOCKING LID STANDARD DUTY JUHC79C'fN BOX TYPES A AI 2 /6 GREEN INSULATED YAR€ STANDARD PLAN J-10.50-03 TO FIXTURE GROUND LUG GROUND LUG 514" MINIMUM DRAW HOLE - SPLICE KITS CLEAR EPDXY S? ICE KITS ON ALL THRU WWFE RUNS 4' CONCRETE PAp ~ & 2' MIN' 08 BARE COPPER — 3 GROUND WIRE VARE W/GREEN'. INSULATION FROM SERVICE CABINET 111 2 - LIGHTING SYSTEM WIRES TO CDNTACTOR (SIZED AS REO'D.) 516'.6' COPPER CLAD GROUND ROD 2' MIN. GROUT UNDER POLE BASE II II GROUND CLAMP 2" PVC CONDUIT II II SYSTEM k_ CONCRETE FOUNDATION 3' SO- OR DIA - TLS:_ 1. EQUIPMENT GROUND WIRE do BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. All BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE, 2. IF THE. FIXIURE MANUFACTURER HAS MADE PROVISION FOR THE A I TACHMEN T OF A GROUND WIRE A GREEN INSULA IED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE, IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED VIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POt.E GROUND LUG. TOP OF CONCRETE FOUNDATION TO BE LEVEL VMTH TOP OF SIDEWALK OR CURB. j SM. PLAN _ 119 e PUBLIC WORKS TYPICAL LIGHTING RI'PROVI?I}: — ,t DEPARTMENT UNDERGROUND SYSTEM 04 r- � STREET LIGHT POLE —� PLAN VIEW 3' BOX SIDE VIEW LIGHTING STANDARD & JUNCTION BOX CLASS `B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP FLAN VFW 1' INDIVIDUAL JUNCTION BOX PLAN — 120 PUBLIC WORKS CONCRETE PAD DETAILS c�vED: DEPARTMENT (7 TE • rrnrnv\✓ rII SPLICE KIT %��■■■ Iwo WYE SPLICE ■ r • fes/■l IN Ilam! �� 4 • r FUSE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON Akm� + + Standard plans rt LST DATE: 11/5/96 REVISION BY APPR DWG. NAME: JR -12 SP PAGE: JO13 x 1 fca� WPM e I ~ & z Q4h 3 LJ "ICLO � ¢ 4,� 4 z e a m m 3 r>CID� �Y 4uiIn �,ti .: >e. I , # z C � 3 —`� UO 'g'EYjRES Wtj xqqy�ggwpppQ USW > > WIRING SCHEMATIC r 0 M II Q I i w si � m Q rn h G=, M Y S1°t). PLLN 122.1 PUBLIC WORKS SERVICE CABINET 1t DEPARTMENT WITHOUT BBs CONDUIT ENTR. AREA a'o PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET - Croda Level 4« FRONT VIEW SIDE VIEW 51BEET LIGHT CONTACTOR FOUNDATION, Shim to p9wmo CIO, plume See NoW 3 J4 haap.s}cn near MMI 1' to 2 'MINf la 2 `-3/6- Rfarnnler Washc drain 7/e' d:ameler pla.Ilc drop SIDE VIEW I'-&" Caalnes A Ah fi 2 = k $DDE VIEW 1 -d- Canirvat depth I'-&- # f4 bar each E #4Gar eachCO"" � ` Cara�4f f14 hoop. L� P, AN yIEW PLAN VIEW PAD MOUNT PAD MOUNT CONTROLLER CABINLI FAUN ATTON BATTERY BACKUESSYSIEM (BBS) FOUNDATtlDN For NOTES see Std. Plan 126.2 STDPUBLIC WORKS CABINET FOUNDATION DETAILS ' PLAN — 12g'1 R04'E 4, �f DEPARTMENT r vlr Traff NORTHWEST X TRA FF -/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 D� LD ©F Wr 003 zLn 30251 / ++'' f /ONAL RECOMMENDED FOR APPROVAL By BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE z C > rn z Q m m r>CID� Q rn h G=, M Y S1°t). PLLN 122.1 PUBLIC WORKS SERVICE CABINET 1t DEPARTMENT WITHOUT BBs CONDUIT ENTR. AREA a'o PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET - Croda Level 4« FRONT VIEW SIDE VIEW 51BEET LIGHT CONTACTOR FOUNDATION, Shim to p9wmo CIO, plume See NoW 3 J4 haap.s}cn near MMI 1' to 2 'MINf la 2 `-3/6- Rfarnnler Washc drain 7/e' d:ameler pla.Ilc drop SIDE VIEW I'-&" Caalnes A Ah fi 2 = k $DDE VIEW 1 -d- Canirvat depth I'-&- # f4 bar each E #4Gar eachCO"" � ` Cara�4f f14 hoop. L� P, AN yIEW PLAN VIEW PAD MOUNT PAD MOUNT CONTROLLER CABINLI FAUN ATTON BATTERY BACKUESSYSIEM (BBS) FOUNDATtlDN For NOTES see Std. Plan 126.2 STDPUBLIC WORKS CABINET FOUNDATION DETAILS ' PLAN — 12g'1 R04'E 4, �f DEPARTMENT r vlr Traff NORTHWEST X TRA FF -/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 D� LD ©F Wr 003 zLn 30251 / ++'' f /ONAL RECOMMENDED FOR APPROVAL By BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE A z C 3' rn CLI CT'1 m A 1 C 3' CLI CT'1 m r>CID� >C) [li m CABINET UTILITY PLUG (CFI) STREET LIGHTING CONTACTORS CIRCUIT WIRES TO LIGHTING RUNS 1 PHOTO—CELL TO GROUND MOUNTED ON ROD NEAREST LUMINAIRE WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D- RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS STREET LIGHTING CONTACTOR PLAN — 125 DEPARTMENT CABINET SCHEMATIC 0 a J A u', 1 STREET LIGHTING CONTACTOR CABINET > > WIRING SCHEMATIC r 0 M II TYPE III SERVICE 12©%240 VOLT - -- > k B A =r 104 A MAIN BREAKER {MW-} I < I11 2 POLE 240 VOLT 10 � I con m BRANCH BREAKERS E 120/240 VOLT TEST SWITCH 16 POLE I A B B TERMINAL BLOCK UTILITY PLUG (CFI) STREET LIGHTING CONTACTORS CIRCUIT WIRES TO LIGHTING RUNS 1 PHOTO—CELL TO GROUND MOUNTED ON ROD NEAREST LUMINAIRE WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D- RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS STREET LIGHTING CONTACTOR PLAN — 125 DEPARTMENT CABINET SCHEMATIC 0 a J A u', DESIGN CRITERIA FOUNDATION DESIGN: FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES DERIVED FROM THE GEOTECHNICAL REPORT BY EARTH SOLUTIONS NW DATED 02-05-14 ALLOWABLE BEARING PRESSURE: 21500 PSF LATERAL EARTH PRESSURES - DRAINED LEVEL BACKFILL ACTIVE CONDITION: 35 'PCF EFW PASSIVE SOIL RESISTANCE: 300 PCF EFW (F.S. = 1,51 COEFFICIENT OF BASE FRICTION: 0.40 F.S. = 1.51 GENERAL CONSTRUCTION NOTES CODE. RETAINING WALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2012 IBC AS ADOPTED BY THE CITY OF RENTON, WASHINGTON. DISCREPANCIES: THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS. SHORING & EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES. BACKFILL SOIL: WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING SOIL, SEE GEOTECHNICAL REPORT FOR BACKFILL REQUIREMENTS CONCRETE CONCRETE REQUIREMENTS: LOCATION STRENGTH MAX W/C RATIO WALLS & FOOTINGS 4000PSI @ 28 DAYS 4.50 AIR CONTENT: CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 57. +/-17- ENTRAINED /-1/ENTRAINED AIR, MIX DESIGN; SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS. MATERIAL REQUIREMENTS: CEMENT; ASTM 0150, ADMIXTURES: ACI 301. AGGREGATES: ASTM C33. WATER: ASTM C94. PLACING REQUIREMENTS: CONSOLIDATION: CONSOLIDATE CONCRETE BY SUITABLE MEANS, THOROUGHLY WORK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. CURING REQUIREMENTS: CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD OF TIME AFTER PLACEMENT. WEATHER CONDITIONS: ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE WITH ACI 305. REINFORCING BAR MATERIAL REQUIREMENT: REINFORCING BARS: USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT AS NOTED ON THE DRAWINGS. FABRICATION AND PLACING REQUIREMENTS: BENDING:. BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER. PLACING: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE. CONCRETE COVER: MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS,. UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH 31' CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 2" WET SETTINGS: REINFORCEMENT, OR ANY EMBEDDED ITEM WITHIN THE CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE FORMS. POND SITE PLAN SCALE 1/16" = 1'-0" ANODES AND LENGTHS ANGLES AND LENGTHS SHOWN ON THIS PLAN HAVE BEEN ROUNDED OFF TO A WHOLE NUMBER AND ARE INTENDED FOR GENERAL INFORMATION AND REINFORCING DETAILING ONLY. SEE CIVIL DRAWINGS FOR EXACT ANGLES & LENGTHS SPECIAL INSPECTION PLAN GENERAL: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2012 IBC, QUALIFICATION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL. REQUIRED VERIFICATION & INSPECTION: THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS NOTED IN THE SCHEDULE BELOW INSPECTION & TESTING SCHEDULE TYPES OF WORKFREQ. 2012 IBC SECTION CAST IN 'PLACE CONC Luz REINFORCING STEEL, PLACEMENT. P 1910.04 PLACEMENT OF CONCRETE C 1910.6 VERIFYING USE OF REQUIRED DESIGN MIX p 1904.2 TESTING OF THE CONCRETE FOR SPECIFIED STRENGTH, AIR CONTENT AND SLUMP C 1910.10 I t I j � POND SITE PLAN SCALE 1/16" = 1'-0" ANODES AND LENGTHS ANGLES AND LENGTHS SHOWN ON THIS PLAN HAVE BEEN ROUNDED OFF TO A WHOLE NUMBER AND ARE INTENDED FOR GENERAL INFORMATION AND REINFORCING DETAILING ONLY. SEE CIVIL DRAWINGS FOR EXACT ANGLES & LENGTHS SPECIAL INSPECTION PLAN GENERAL: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2012 IBC, QUALIFICATION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL. REQUIRED VERIFICATION & INSPECTION: THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS NOTED IN THE SCHEDULE BELOW INSPECTION & TESTING SCHEDULE TYPES OF WORKFREQ. 2012 IBC SECTION CAST IN 'PLACE CONC Luz REINFORCING STEEL, PLACEMENT. P 1910.04 PLACEMENT OF CONCRETE C 1910.6 VERIFYING USE OF REQUIRED DESIGN MIX p 1904.2 TESTING OF THE CONCRETE FOR SPECIFIED STRENGTH, AIR CONTENT AND SLUMP C 1910.10 SOILS VERIFICATION OF SOIL -BEARING CAPACITY; INSTALLATION OF DRAINAGE SYSTEM; C 1705.5 PLACEMENT & COMPACTION OF WALL BACKFILL; FREQUENCY LEGEND C = CONTINUOUS P = PERIODIC SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION & INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS. SUBMITTAL OF REPORTS: ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER, SITE STRUCTURES AND THE BUILDING OFFICIAL BY THE AGENCY PERFORMING THE INSPECTION OR TESTING. PLAN KEYNOTES TRACT 'A" 1. C.I.P CONCRETE POND WALL. SEE 1/51 FOR DIMENSIONS & REINFORCING, CAST WALL IN A SINGLE POUR WHERE POSSIBLE. CONSTRUCTION JOINTS IF REQUIRED SHALL BE PROVIDED AS SHOWN IN 2/51. VERIFY ALL ELEVATIONS w/ THE CIVIL DWGS AND SITE CONDITIONS #4@12"o/c d q FIN GRADE @ INSIDE OF POND 0 v N 11'" CLR 2,_211 5`011 LEGEND CIP CONCRETE WALL. CONCRETE SPREAD FOOTING TOW TOP OF WALL TQF TOP OF FOOTING 8" THICK CONCRETE WALL. REINF w/ #5@12"o/c H. & V. PLACE VERT REINF @ THE CENTER OF THE WALL. LAP HORZ REINF 24" MIN @ ALL SPLICE LOCATIONS. PROVIDE �Z-#5 CONT HORZ @ TOP OF WALL. FINISHED GRADE, ELEVATION VARIES. SEE CIVIL DWGS FOR FINAL ELEVATIONS. PROVIDE 11-01" MIN COVER OVER THE TOP OF THE FOOTING. #5@16" a/c TRANSVERSE T & B POND WALL SECTION SCALE 1/2"=V-0" #4LONG T&B AS SHOWN 2' Q' '4 15' BREAK EVERY HORZ FORMED KEY 1-1/211 DEEP x BAR @ JOINT. TYP 3" WIDE MAX. I VOLCLAY RX -102 WATERSTOP TO �— EXTEND OVER THE FULL HEIGHT (2145 VERT AS OF THE WALL PLACED AT THE SHOWN EA CENTER OF THE KEY. INSTALL SIDE OF JOINT IN ACCORDANCE WITH ALL OF THE MFGR'S REQUIREMENTS WALL CONST JOINT. SCALE 1-1/2"=11-0" •,,, d 'S-61 C W O m m y CL 4 4 H cc LU 0- Lu - Wcdo v� s 9 p ct► 0 ]C 6- 0 0 CD Z 0� � r Y x (go ui � L N Z rD rn Lf)*+ LL CD 0 Q 1 0 �Cfl Cp P Q > m °4 �ox- '�•� �r�►�►4 L E�Q� G�Z` s'OHAL E� I I 2' Q' '4 15' BREAK EVERY HORZ FORMED KEY 1-1/211 DEEP x BAR @ JOINT. TYP 3" WIDE MAX. I VOLCLAY RX -102 WATERSTOP TO �— EXTEND OVER THE FULL HEIGHT (2145 VERT AS OF THE WALL PLACED AT THE SHOWN EA CENTER OF THE KEY. INSTALL SIDE OF JOINT IN ACCORDANCE WITH ALL OF THE MFGR'S REQUIREMENTS WALL CONST JOINT. SCALE 1-1/2"=11-0" •,,, d 'S-61 C W O m m y CL 4 4 H cc LU 0- Lu - Wcdo v� s 9 p ct► 0 ]C 6- 0 0 CD Z 0� � r Y x (go ui � L N Z rD rn Lf)*+ LL CD 0 Q 1 0 �Cfl Cp P Q > m °4 �ox- '�•� �r�►�►4 L E�Q� G�Z` s'OHAL E� co n H i mi Luz cli a go yll LLI00 U) � c � z > Ca rn m W m� qq uj � �0 J rT LLj LU Q m U. u U.L co n H i mi SHEET: Si OF 1 S-14-055 22x34 cli go yll SHEET: Si OF 1 S-14-055 22x34 I� n"p 1 1 .0%.1 % MAJ z Uj ��t , _ 1/4 j :10PE z� 100 75; Lo LID LA. UL DRAWN: YLP 0 cc l 4 T.a ' = CEM, Q ZLU$ I� rr a Iz -e n ;v: ms;..'s :TI .')L t, -. 6 SE,,*', r O AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY i' p -<ER -.L N TES> U DATE APPR R Q LCnL I a Q, vJ N O O N O� 3 v W _4 0 4 i N Q z Lt.J J 4SECTION TOWNSHIP23 N, RANGE 5 E, W.M.SE 1/ 14., THE NCLA VE A T BRIDL E RIDGE c� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 I aTY COMMENTS N0. I REVISION EWA Y TO BE VED AND REMOVED; W1 TH FROM TA GE WEN IS (INCLUDING R STD. PLAN 101, AND SIDEWALK PER SNS 102 AND F007) G ADJACENT L OCA TION; AIL, THIS SHEET ?EVISED DRIVEWAY PER 1N F004.4; AIL, THIS SHEET n"p 1 1 .0%.1 % MAJ z Uj ��t , _ 1/4 j :10PE z� 100 75; Lo LID LA. CD DRAWN: YLP Q ma _� l 4 T.a ' = CEM, Q ZLU$ I� rr a Iz -e Q, vJ N O O N O� 3 v W _4 0 4 i N Q z Lt.J J 4SECTION TOWNSHIP23 N, RANGE 5 E, W.M.SE 1/ 14., THE NCLA VE A T BRIDL E RIDGE c� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 I aTY COMMENTS N0. I REVISION EWA Y TO BE VED AND REMOVED; W1 TH FROM TA GE WEN IS (INCLUDING R STD. PLAN 101, AND SIDEWALK PER SNS 102 AND F007) G ADJACENT L OCA TION; AIL, THIS SHEET ?EVISED DRIVEWAY PER 1N F004.4; AIL, THIS SHEET N O O O T U T N O O O EXzANSICI J MATER AL € 4"& AT jt*ANTu 1;''�:":�c #'" �t€ A!TEfI•'wJ_CEM; is 13C; CUP AST Z3l3TTE<} 1T J5INTS - • �'� ^�`��''. S. �. ,``fit `x: i� ►E U 3E`k T�< . E RADIAL A x. . 1,.'2:`:x4„ EXPANSI`�'N NATER64L 1 4". RN' AT -.4-ANTS Sk'_ kE LINE'S ,.:h.._ MOTH OF SIDEWALK �N�- n"p 1 1 .0%.1 % MAJ SURVEYED: wC SCALE: SCALE ��t , _ 1/4 j :10PE `, DESIGNED: YLP DRAWN: YLP ONE INCH l 4 T.a ' = CEM, €�I1 . Rat, s<. R. >.. `TTE°. ;UTTER ;v: ms;..'s :TI .')L t, -. 6 SE,,*', r CHECKED: :��♦ � AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY i' p -<ER -.L N TES> BY DATE APPR R APPROVED: MAJ N O O O T U T N O O O EXzANSICI J MATER AL € 4"& AT jt*ANTu 1;''�:":�c #'" �t€ A!TEfI•'wJ_CEM; is 13C; CUP AST Z3l3TTE<} 1T J5INTS - • �'� ^�`��''. S. �. ,``fit `x: i� ►E U 3E`k T�< . E RADIAL A x. . 1,.'2:`:x4„ EXPANSI`�'N NATER64L 1 4". RN' AT -.4-ANTS Sk'_ kE LINE'S ,.:h.._ MOTH OF SIDEWALK �N�- � �0.4TER,,AL CuRS RET i?I• , i aVFT SL. E —z ;LY 1 j12' ��t , _ 1/4 j :10PE `, ►=r,VE►,4EtoT �.w rER PLANS 4'. rix:%XIME€«T A.i PEA, PLANS l 4 T.a ' = CEM, €�I1 . Rat, s<. R. >.. `TTE°. ;UTTER ;v: ms;..'s :TI .')L t, -. 6 SE,,*', r iEE K HEE? 2,.5.4 F ?� C�OAC A1.3 T E' EL :€ MENT STANt�A:< OLI i' p -<ER -.L N TES> .:t1�`eT, ; tltNNT :R I'YiT" ":,HALL RE i. -- Aft) N;4 7<> P:c:Wa t ra'E. WA LV6 111,04 tFi� THEY :. AU ` ME C+ 04L'C. Z" %'ELCW THE u TTvi LINE v n" to BE LEST THAS _?: IN THI ISM _040 144ALL TNR.; J:aR:Tw iHAU 3E I?'LAMC' Al ALL rX.Lb AAHr. ,Ag> PPE'TEt (SY E'=xU.aHEER ANC-, :*ALL fA?Ekb ;• aa_nk r_:.C:vatitIE "HEaE THE �I-nr*A j( i{' TEJ A[ PLA E A, AwST THE F xErsR AN.T,QiT1E'8, THE , *; `T :Hill RE A. O? -9 j(jNr. ':} ° " E1Er!l !i�J 1►1 i1h1E1t;Al A.L 9E rLi' ::E3" FftQUI T.;- .AT N.LL t~.:ts :tEfi3�lczi. t j1 :� F °Ai'iSI�4 V,&1E^t :AL .34ALL pE ("''-M AT El&'E_ FY-Ot I! zl;1E'#ELY=PANEL 'yNTN THE % +p-<HETE W X f: k' `iI1EA AL .w °aHAl1 , i piF s'A T: T1 -E kS Tt 6tEkE'+T� OF aLA_`v is t j !«� 40 EN11, AIswE`tr THE C ETE :H?ll HA;•rE d. L�`iz:. d f131taH 'MTN ALL E�irX5 HAAS -4A 1 :r L j T►:�vLF:1 FI>tiI H. MALL M 509 11 rR.+FlEY h3dLk�TrNit 11, [� (illy -aN RKNION {l t} i.si G,Arr -4,f«4 IF 6 7 ' I~ s: E F G 7 r,,4T E E � I_: ION VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 t0DAM x 3/8" EXP4t1504 JOINT (T' -)P.) \ (SCC STD. rLAIA r-3) CEMENT VARIES 14' MIN, (SEE CONTRACT) CONCRETE --- A_ SIDEWALK \ � a -CF I o, st L/I y 1 SEE ROTE 2 g° 6" \\ \\� CEMENT CONCRETEBUFFEP. STRIP �� { E j CUPS & GUTTER (TYP.) \ BIC ITEM `\ (SE. NOTE 3) Y DRIVEWAY ENTRANCE SIDE SLOPE (TY:).) �\ PLAN !nE'A CEMENT "UIVCRETE DRI 1E'"'FY EI'dTRANCE T'rFE NOT TO SCALE DRIVEWAY _ 5'-0" 6 -0+ I DEFRESSED (Ei" OTHERS) �� 1/2" R (TTP.) � � al � CURB & GUTTER (SE_ NOTE 3) 3!8" EXPANSION JOINT (T'rP.) (SEE STD. PLAN F-3) /� SECTION ; ` ! VARIES - VARIES VARIES 14' 1AN. -. DRI'v'EWAY EtdTRANCE 2'6" to 0 2'6" to 0 (SEE CONTRACT) ` SIDE SLOPE (Tr'P.) VARIFS 6" to 0 BUFFEP, STRIP (TY P.) J. io .� I • � S_CTION CF I CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Shee L 5 OF B ADOPTED CITY OF RENTON +1 STANDARD P[SNS jt'=. .� O ' LST DATE: v4;`v4 �P7\rlclrrtl R1' ;PWD] DING. HA\iIE: FO04-4 SP PAGE: F004.= r• -v \_� IN COMPLIANCE WITH C:1 I v ur KtN I viv a 1 r+1N4ur,rcu0 0 NORTH °C 1 m GRAPHIC SCALE �. 0 20 40 80 Q 1 INCH = 40 FT. w DRS PROJECT N0. 131171 1 a J CITY OF THE ENCLAVE AT BRIDLE RIDGE ��'Fio.2a.i7 z RENTON LOT 11 DRIVEWAY AND LUMINAIRE #24 REVISIONS "`PAG��°°" w w Pionnin9!eu;id;,,9ir�ubrc works Dept. 726 WAPATO PLACE SE �Cl � RENTON, WASHINGTON 98059 SHEET: 1 °' � • CL Cn cc cr U H F -I ccl 0 LL Cr Cr CL 0 U H I >- w Cc U5 CC cc Cf) LLJ LU LU Q 0 C3 n 0 u LL zC� • CL Cn cc cr U H F -I ccl 0 LL Cr Cr CL 0 U H I CC cc Cf) LLJ LU LU z z LO LO CD CL Ot 37 zC� uj 2, z u