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Home My WebLink AboutR-376219w Q 03/28/14 Z U U Q w o J a d 10/14/14 STA.=11+09.78, 1/4 A w6 lu SHARED W JOINT UTILITY TRENCH m'_� 0.,0 509.72 oim �0 508.95 rr E-1 10' WATER EASEMENT m 10 SEE SHEET RD -03 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA FOR CONTINUATION 22' PUBLIC SHARED ACCESS EASEMENT 7SEE SHWS'H' EEP RD -04 03/28/14 ( ,; a0i, /n/14 ESM 8/18/14 0! 0 10/14/14 STA.=11+09.78, 1/4 A w6 507.92 SHARED 525 JOINT UTILITY TRENCH m'_� 0.,0 509.72 oim �0 508.95 A=270'53'43" R=45.00' -510-- 3/4 A co (NP') co STA.=9+79.42, PVI STA: :11+20.25 STA. 10+00.00; 31.50' LT. co I 520 -_- 54.38' LT. CENTER OF CUL-DE-SAC LP STA: :11+20.25 .---- TG=510.13 _- _............._ ELEV:- 509:68--_ .._. STA.=9+70.63, ._._._-. .. _.LP.._ELEV:__508,11_. ! � 12 IE=505.04, 8"0 12.49' RT. 6"0 S.D. ® 2.0% . - 0 M IE=506.44, 8"0 3 14 STA.=11+49.48, MIN. (NP) I� m 15 STA.=11+75.22, 2 0 '--- CB #19, TYPE 1 o 1 _ -" n W/ BI-DIRECTIONAL GRATE 515 STA 10+23.05, 69.24' LT N / a \ a 1-16 UNIT NEIGHBORHOOD I C'=510.58 IE 506.67, 6"0� Co /TG=510.56 , IE=507.13, 6"0 PROPOSED WATER f \. ' STA. 10+00.00, 31.50' LT.-�\ ._ CENTER OF CUL-DE-SAC 20' PUBLIC SHARED ACCESS EASEMENT I MAILBOX, SEE DETAIL SHEET DT -01 CB #15, TYPE 2-48"0 CB #14, TYPE 2-48"0 W/ BI-DIRECTIONAL GRATE STA 12+01.30, 10.22' LT CB #17, TYPE 2-48"0 STA 11+20.25, 10.22' LT \ STA 10+58.44, 17.85' IT ROTATE STRUCTURE 180' ROTATE STRUCTURE 180' co TG -50963 KEY MAP ' TG=50876 TG=508.69 TG=509.23 IE=505.63, 6 co Co"0 DRIVEWAY APPROACH TABLE \ IE=504.73, 6"0 IE=504.09, 6"0 IE=505.23, 6'0 2 LF, 12'0 SDIr \ N 5' SIDEWALK. IT1 Z • 62 LF, 12"0 Sp 79 IF, 18"0 SO r 27�LF 12"0 SD 3 W. �1 .- 11+00 20 LF, 12"0 SD , \ >� 2 + �� r O ,.,.: ------- --------------- ---- ... OO5' SIDEWALK ..... ----------- --------------- .� .. - - 1' MAX. FROM BACK Of co co `, SIDEWALK (TYP.) TG=509.26 TG=510.20 TG=509.39 OFFSET FOR CLARITY IE=504.86, 6"0 IE=506.03, 6"0 IE=504.65, 6"0 C TG=S 6 111=503.62, 6"0 DRIVEWAY APPROACH PER TG=510.34 10' PRIVATE JOINT CB #18, TYPE 1 DETAIL ON SHEET DT -07 IE=506.34, 6"0 STA 10+58 .44, 9.22' RT CB #16, TYPE 1 UTILITY ESMY. (TYP.) [ (TYP.) f W/ THRU CURB INLET 12 13 14 (Jl AND BI-DIRECTIONAL GRATE 15 STA 11+20.25. 9.54' RT 27 ROAD A 03/28/14 a0j m!T a0i, /n/14 ESM 8/18/14 0! 0 10/14/14 STA.=11+09.78, 1/4 A w6 507.92 SHARED 525 U'c! Uw m;00 NIo No m'_� 0.,0 509.72 oim �0 508.95 A=270'53'43" R=45.00' -510-- 3/4 A 7 STA.=9+79.42, PVI STA: :11+20.25 STA. 10+00.00; 31.50' LT. 8 520 -_- 54.38' LT. CENTER OF CUL-DE-SAC LP STA: :11+20.25 .---- _- ___..._.. - _- _............._ ELEV:- 509:68--_ .._. STA.=9+70.63, ._._._-. .. _.LP.._ELEV:__508,11_. K: 33.33 12 0 12.49' RT. 509.72 13 STA.=10+35.48, 0 M 508.84 14 STA.=11+49.48, C5 m 15 STA.=11+75.22, 10.00' RT. 0 + o o n 515 N a a I i 51.0 50 5 - _ ---' -- CB #19, TYPE 1 500 l W/ BI-DIRECTIONAL GRAT -- -- -7G-509.39 IE=504.43 2"0 IE=504.43 12"0 CB H2O SEE SHEET R 495 I i 9+60i 10+00 �1'I CONSULTING ENGINEE RS LLC 1� 33000BMAwnu Soulh Feae Way. WA 99om _ Cal 2 Worlwo Days Before You Dig www.esmcivii.com II �- 811 CMI E gTnoonn9 hblle Wo,ko I R.o S X' ........ u'p me„1 L�"aMemp"I2lrlleclu Ulities Underground Location Center ESM JOB #1670-003-013 'Ry�•h (D,MT,I•D,OB,WA) 27 ROAD A 03/28/14 ESM614 N:0 (LIMITED RESIDENTIAL ACCESS) /n/14 ESM 8/18/14 ESM 10/14/14 STA.=11+09.78, 1/4 A w6 507.92 SHARED I U'c! Uw m;00 NIo No m'_� 0.,0 509.72 oim �0 508.95 A=270'53'43" R=45.00' -510-- 3/4 A 7 STA.=9+79.42, PVI STA: :11+20.25 510.21 8 PVI ELEV: 507.73 54.38' LT. 509.89 LP STA: :11+20.25 19.35' LT, 510.00 10 STA.=9+70.63, _.LP.._ELEV:__508,11_. K: 33.33 GRADE ®, CE 1 1 20 LF, 112"0 ® S=0:50% 1� 15 6"0 TG=507.90 65 12"0 IE- =503.51 6"0' IE=503.01 12"0 10+80 0 FIRST SUBMITTAL 1 SECOND SUBMBTAL 2 THIRD SUBMITTAL 3 MYLAR SUBMITTAL 4 FIELD CHANGE #1 NO. REVISION f//EXISTING GRADE 1+20 RUCTURE 180': ' 12"0 12"0 6,,"0 18"0 ESM 03/28/14 ESM614 N:0 ESM /n/14 ESM 8/18/14 ESM 10/14/14 BY I DATE I APP N N m. ON N:0 2 STA.=11+35.78, LOT # STATION - OFFSET - ELEVATION 2 STA.=11+35.78, ---- 10.00' LT. 507.94 3 STA.=11+09.78, 1/4 A 10.00' LT. 507.92 SHARED STA.=10+23.46, ---- 69.90' LT. 509.72 DWY 508.95 A=270'53'43" R=45.00' -510-- 3/4 A 7 STA.=9+79.42, 71.52' LT. 510.21 8 STA.=9+61.25, 54.38' LT. 509.89 9 STA.=9+56.67, 19.35' LT, 510.00 10 STA.=9+70.63, 2.59' RT. 509.90 12 STA.=10+09.48, 12.49' RT. 509.72 13 STA.=10+35.48, 10.00' RT. 508.84 14 STA.=11+49.48, 10.00' RT. 508.03 15 STA.=11+75.22, 10.00' RT. 1 508.38 *SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 525 O �j O CURB F TABLE STATION OFFSET ELEV. 10+12.43 10 'N----- 509.19 ---- BCR 1 ---- -- 1/4 A 0 - -- 509.91 HP ---- 509.64 10+43.44 1/2FIZ- A 508.95 A=270'53'43" R=45.00' -510-- 3/4 A W_ ECR to STATION OFFSET ELEV. 10+12.43 11.75' RT. 509.19 ---- ---- 509.76 ---- -- 509.92 --- - -- 509.91 -- ---- 509.64 10+43.44 43.25' LT. 508.95 A=270'53'43" R=45.00' L=212.76' W 505 O CURB R TABLE BCR 1/2 A ECR 500 STATION OFFSET ELEV. 10+12.43 11.75' RT 509.19 ---_ --_ 50 .10 10+24.85 10.00' RT. 509.00 A=16'01'56" R=45.00' L=12.59' O CURB Fi TABLE ._�.r _ CB 14TYPE 2-48"0 ' 495 BCR '--------'-_-__--.-------- 1/4 A ROTATE STRUCTURE 180' 1/2 A ' TG=508.75 IE 502.01 18"0 3/4 A IE=502.01 18"0 ECR SCALE: 1"=20' HORI2. 1"=5' VERT. 20 10 0 20 40 12+00 12+40 amr•.vEu. seuc wawa: x�ro ,aex 1,.=20 a¢axW xw , ,�, F., CITY OF LGB .� RENTON owa�rL �R . Arl RII� I Planning/Building/Public Works Dept. R xm axe Ixex R �,@ rue ,cmlmxR.r OFFSET ELEV. 44 43.25' LT. 508.95 ;SLTA',l.LN 508.74 -- 508.51 508.29 .88 10.00' LT. 508.07 Q=74'51'50" R=45.00' L=58.80' 12+00 12+40 amr•.vEu. seuc wawa: x�ro ,aex 1,.=20 a¢axW xw , ,�, F., CITY OF LGB .� RENTON owa�rL �R . Arl RII� I Planning/Building/Public Works Dept. R xm axe Ixex R �,@ rue ,cmlmxR.r STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION O MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS ggga p CONSTRUCTED AS PART OF THIS SUBDIVISION. c C COMPLIANCE WITH THIS REQUIREMENT WILL BE G ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR g` z RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN B z APPLICATION IS MADE FOR A SINGLE FAMILY C RESIDENTIAL BUILDING PERMIT FOR EACH LOT. i 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS 9 SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD I z m REPAIR BY EACH LOT OWNER. z m 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING n INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATES 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, L J EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE + a CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ? COSTS INCURRED IN THE CCN INSPECTION I G ti O PERFORMED SOLELY FOR THE BENEFIT OF THE - DEVELOPER. c» n VIDEO TO BE PROVIDED TO CITY INSPECTOR. a n I . 8. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. a N ALLOWABLE PIPE MATERIALS N 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) (NOT FOR MAIN CONVEYANCE) R=376219 CHECKED FOR COMPLIANCE TO CITY STANDARDS m Z z � RYLEE'S PLACE ROAD AND STORM PLAN AND PROFILE 10/14/201 R� zanw w. RD -01 n STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION O MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS ggga p CONSTRUCTED AS PART OF THIS SUBDIVISION. c C COMPLIANCE WITH THIS REQUIREMENT WILL BE G ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR g` z RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN B z APPLICATION IS MADE FOR A SINGLE FAMILY C RESIDENTIAL BUILDING PERMIT FOR EACH LOT. i 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS 9 SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD I z m REPAIR BY EACH LOT OWNER. z m 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING n INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATES 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, L J EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE + a CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ? COSTS INCURRED IN THE CCN INSPECTION I G ti O PERFORMED SOLELY FOR THE BENEFIT OF THE - DEVELOPER. c» n VIDEO TO BE PROVIDED TO CITY INSPECTOR. a n I . 8. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. a N ALLOWABLE PIPE MATERIALS N 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) (NOT FOR MAIN CONVEYANCE) R=376219 CHECKED FOR COMPLIANCE TO CITY STANDARDS m Z z � RYLEE'S PLACE ROAD AND STORM PLAN AND PROFILE 10/14/201 R� zanw w. RD -01