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HomeMy WebLinkAboutR-385708Gj M z W J l.� PROPERTY LINE Q to 0?001 Ni PROPOSED GRADE O q im Z Z 4W 470 co ►� 0 r7 (0 , � H U W o�zN ODMcfl`� to i � 0 0 a KRISTARPERK FILTER SEE ON SHEET + LO to � CUA (010 m o a 10 LF, 12"0 5D O * S=0.50% m ICB P5, TYPE 2-�48"0 0 W/S ID LOCKING LID TG=4155.91 FM 460 465 IE=461.75 12'0 N IE=4$1.75 12"o N1N 06 0 0 Q O WALL DRAIN WITH SPLASH a: PAD TO BOTTOM EXTEND TO OF SLOPE SEE Z DETAIL ON SHEET DT -02 Fm0 Q 0 J M LL 4W Q W J Z 475 R W W a: 0 470 i 450 445 '00 - Cd 2 i 1 1 1 1 1 1 1 t I� Cd2 Wa1dp Dais MiorYou Db 811 aDArrD.atwN A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON 20 PROPOSED UTLITY EASEMENT wM --love. . -- ---__- -- ---- --r------ --------------- -- ------- ----------------- -ice- - ---------- _ �u f I 1 ! 1 r 1 1 ; CL INT'X STA. 1+40.00 I STA 3+47.41, PRIVATE ACCESS ESM T. END ROADWAY IMPROVEMENTS = STA. 23+22.85, ROAD A 1 ( 1 f 1 34 T 33 32 ' tSAWCUT LINE � , I TG=460. 17 1 1 1 S ' N ; ,f YARD DRAIN=456.70, 600 I `t TG=456.14t 6S.D.O 2.OX I �n .. f S IE=453.68, 6*0 MIN. (TYP.) 5' PROPOSED + t , ' N JOINT UTILITY 1 S �. UTILITY EASEMENT + I - - --- _. -- - = 1 , �- 1 I TRENCH (TYP.) SDCO�------------------------- 1 „ 14 LF9 12"0 SD 13 X / CB 0239 TYPE 1 _ 10 . STA 1+42.009 0.00' 20 ON r 2" HIGH x 1' WIDEI 10' Xoo. ASPHALT THICKENED 12 '� j..: Q EDGEmain If If L&I'llk r - - 0 t, » ` 10 LF, 12"0 SD...----"- ,,`�` 11 L_F,_ 12 4 SD �;, �_. STA. 2+50.00 O - 24 ACCESS/UTILITY EASEMENT BEGIN ROADWAY IMPROVEMENTS "'•1 CB #24, TYPE 2-4800 - a: STA 1+53.009 1.00' RT ., -- - CB #2S, TYPE 2 fi a f' -24 LF, 12"01 S W/SOLID LOCKING LID STA 1+68.77j, 19.32' RT w. KRISTAR PERK FILTER - SEE DETAIL ON SHEET 6"i CMP LEVEL SPREADER DT -01 SEE DETAIL ON SHEET DT -02 PRIVATE ACCESS EASEMENT ROAD B LOT LINE 1+00 STA: 2+$0.1 ELEV: 467.1 13EGIN ROADWAY IMPROVEMEN MATCH EXI8TII ss 10 v: 458.04 � TA 3+47.41. PRIVATE ACCESS ESM'T. EXISTING GRADE O = STA. 23+22.85, ROAD A ELEV: 472.79 / SEE POOFILE RIGHT I i t 14 LF, 1204 SD O S=1.009 4 TYPE 2-s-48200 TG=455.94 TG= 56.69 IE=4153.55 6"0 N IE=4452.69 12"0 W IE=4153.05 12"0 E IE 452.69 12"0 t 11 LF 12"� S IE=4453.55 12"0 SE © S=3.27% CONSULTimG ENGIIiiEERS LLC 1334M W ""AvenueI' s°"' Suft 2M Federal Way, WA 99003 �L UW ( SM -0113 www.00mcml.com T (4W)211117 -11111111M Civil Engbw moi" La" S NVWA iq Load Pk"i" Public Works I � I w Ard*bwh e ESM JOB #258-044-013 2+ qw...... 0 mm s y • i 1� ill L i 3 FOIA" X911 lip ••S •••• VICt NO. REVISION 3+00 BY I DATE I AP P R I APPROVED' 475 G �i 0 n SCALE: 1._ Z' 20 10 0 20 40 C4 to 0?001 Ni PROPOSED GRADE O q im EXISTING GRADE 4W 470 co ►� 0 r7 (0 , � rn©p oa,6 o�zN ODMcfl`� to i � r- I� N rn tl')� 00 O N N N N KRISTARPERK FILTER SEE ON SHEET Lois LO to � CUA (010 m IE=451 z�, 12"0 (OUT) 10 LF, 12"0 5D O * S=0.50% ICB P5, TYPE 2-�48"0 W/S ID LOCKING LID TG=4155.91 IE=01.75 12"0 SW 460 465 IE=461.75 12'0 N IE=4$1.75 12"o N1N CL INT'X LOT LINE 1+00 STA: 2+$0.1 ELEV: 467.1 13EGIN ROADWAY IMPROVEMEN MATCH EXI8TII ss 10 v: 458.04 � TA 3+47.41. PRIVATE ACCESS ESM'T. EXISTING GRADE O = STA. 23+22.85, ROAD A ELEV: 472.79 / SEE POOFILE RIGHT I i t 14 LF, 1204 SD O S=1.009 4 TYPE 2-s-48200 TG=455.94 TG= 56.69 IE=4153.55 6"0 N IE=4452.69 12"0 W IE=4153.05 12"0 E IE 452.69 12"0 t 11 LF 12"� S IE=4453.55 12"0 SE © S=3.27% CONSULTimG ENGIIiiEERS LLC 1334M W ""AvenueI' s°"' Suft 2M Federal Way, WA 99003 �L UW ( SM -0113 www.00mcml.com T (4W)211117 -11111111M Civil Engbw moi" La" S NVWA iq Load Pk"i" Public Works I � I w Ard*bwh e ESM JOB #258-044-013 2+ qw...... 0 mm s y • i 1� ill L i 3 FOIA" X911 lip ••S •••• VICt NO. REVISION 3+00 BY I DATE I AP P R I APPROVED' 475 G �i 0 n SCALE: 1._ Z' 20 10 0 20 40 C4 to 0?001 Ni PROPOSED GRADE O q im EXISTING GRADE 1� > 1oc z coo� 11-01 A 00a,o 00 KRISTARPERK FILTER SEE ON SHEET cdr DT -01 cz IE=452.55, 12"0 (IN) m IE=451 z�, 12"0 (OUT) 10 LF, 12"0 5D O * S=0.50% ICB P5, TYPE 2-�48"0 W/S ID LOCKING LID TG=4155.91 IE=01.75 12"0 SW IE=461.75 12'0 N IE=4$1.75 12"o N1N FIT To -71 470 455 450 445 �n 4+00 4+20 SCALE: sem,. VERTICAL- �� � �,, C1 TY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY KEY MAP ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) TORM NOT 1. ALL LOTS WILL HAVE A MAXIMUM IMPERVIOUS AREA OF 65%, A REDUCTION OF 10% FROM THE MAXIMUM ALLOWED ZONING OF 75% IN ORDER TO MEET THE LOT BMP REQUIREMETNS. 2. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOVANG INSTALLATION PER THE FOLLOWING PROCEDURE.- A) ROCEDURE:A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCN INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. GREENLEAF 3 LOT ADDITION a� ROAD AND STORM PLAN AND PROFILE`°°" PAGE: olrwlW NO: RD -01 UTILITY PERMIT #U-15001022 6` �D:3�57 . D 4m �z� .4, z � r 1� > 1oc z coo� `°' r C 00a,o 00 Nz cdr � cz m z m m O D �1 n .4, z � r 1� > 1oc P.-►moi � "Cw `°' r 0 00a,o 00 W cdr cz D n