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HomeMy WebLinkAboutR-3762215 CO TG=512.04 IE=508.54, 6"0� L Z U `\ Q - w J n o_ CO wTG=512.03 w IE=507.97. 6 MJ LL A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA 4 3 r STA. 30+00.00 l END OF SHARED DRIVEWAY 10' PRIVATE JOINT TG=512.05 UTIUTY ESM'T. (TYP.) IC IE=508.42, 6"0 8"0 S D. @ 1.0% MIN. CB #19, 1 (TYP.)SEE SHEET RD -01 _23 LF, 12"4 SD / ti 1 31+00 i CO TG -511.51 IE=507.20, 6"0 22' P CB #20, TYPE 1 W/ BI-DIRECTIONAL GRATE STA 31+40.00, 0.00' GD SHARED 1' MAX. FROM BACK OF SIDEWALK (TYP.) OFFSET FOR CLARITY 7 �. CENTER OF CUL-DE-SAC I EX. 10' ACCESS EASEMENT REC. NO. 8101160238 1 1 10' WATER EASEMENT 8 ACCESS EASEMENT (SHARED ACCESS EASEMENT) CB SEE SHEET RD -03 FOR CONTINUATION 117. 1 SHEET RD -01 / I w I CB #18, ._I SEE SHEET RD -01 PROPOSED °p'- 13 WATER ' 62 LF, 12"0 SO I PROPOSED--- SEWER 7 °O JOINT UTILITY TRENCH o I o � II (TYP.) 12 ) .................... 9 10 Ce12 Worinlg Mys Before You Do 811 Uhitiae lkKiwWo ndd Location Center (D,MIT,ND,ORWA) 2 1 THIRD SUBMITTAL 3 M11AR SUBMITTAL 4 FIELD CHANGE #' NO. REVISION 5' $' STA. 51-1-76.90, 16.00 RT. EL. 504.41' 75z RAMP#1 n © ® i i �o�oo ooh wQ + J o.s>< A=88'45'14" Q F R=35.00' m W , L=54.22' O N I w G D I N ¢ ®_ L-.° ® ROAD A RAMP #2 (LIMITED RESIDENTIAL ACCESS) STA. 14+27.40, 10.00 LT. RAMP #2 SPOT ELEVATION CHART IATIN GINEERS LLC ®e3.A000 SONb I®I®ill 504.07(@ FL) sem. 504.09(@ FL) FeOeral Wey, WA 9800.9 504.10 D 504.12 E 504.70 F 504.72 G504.77 www.esmcivil.comCivil H 504.79 SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE g m9 Public�WoM1erin9 I Pmjen M I^onl I I.vnl c°W°A ehli°oWI° ESM JOB #1670-003-013 2 1 THIRD SUBMITTAL 3 M11AR SUBMITTAL 4 FIELD CHANGE #' NO. REVISION 5' $' STA. 51-1-76.90, 16.00 RT. EL. 504.41' 75z RAMP#1 n © ® i i �o�oo ooh wQ + J o.s>< A=88'45'14" Q F R=35.00' m W , L=54.22' O N I w G D I N ¢ ®_ L-.° ® ROAD A RAMP #2 (LIMITED RESIDENTIAL ACCESS) STA. 14+27.40, 10.00 LT. RAMP #2 SPOT ELEVATION CHART POINT ELEVATION A 504.07(@ FL) B 504.09(@ FL) C 504.10 D 504.12 E 504.70 F 504.72 G504.77 REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN H 504.79 CURB RAMP DETAIL SCALE: 1"=10' CURB RAMPS TO BE WSDOT STD PLAN F-40.15-02 TYPE PERPENDICULAR B ESM STORM NOTES: ESM 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS 07/17/14 ESM CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST ESM 10/14/14 IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS E 505.03 PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS 505.05 G REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN H 505.12 SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE 520 OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH ----- LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE 515 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 PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE 510 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 505 PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND ............ DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCN 5500 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 CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO 495 VERIFY THE CORRECTION OF SAID DEFICIENCY. ------- C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ESM 03/28/14 ESM 06/05/14 ESM 07/17/14 ESM 08/18/14 ESM 10/14/14 BY I DATE I APPR RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 504.40(@ FL) B 504.42(@ FL) C 504.43 D 504.45 E 505.03 F 505.05 G 505.10 H 505.12 n SCALE: 1 -20' HORIz. 1"=5' VERT - 20 10 0 20 40 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 HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) (NOT FOR MAIN CONVEYANCE) ROAD A n .- STA. 14+27.47, 10.06 RT. (LIMBED RESIDENTIAL ACCESS) 4" .....EL.=504.11' f o . U) rn rn u W w� RAMP #3 Q < .............. .. D=91'14'46' z = w ... ... ................. ,... ... o _ R=35.00' i N O w \ L=55.74' i w N \ \ I T STA. 52+66.12, 16.00 RT. p 1 ,ysx. '>, EL.=505.01' lRAMP #4 RAMP #3 SPOT ELEVATION CHART POINT ELEVATION A 504.15(® FL) B 504.07(@ FL) C 504.18 D 504.16 E 504.78 F 504.76 G 504.85 H 504.83 CURB RAMP DETAIL SCALE: 1'=10* CURB RAMPS TO BE WSDOT STD PLAN F-40.15-02 TYPE PERPENDICULAR B RAMP #4 SPOT ELEVATION CHART POINT ELEVATION A 505.02(0 FL) B 504.98(® FL) C 505.05 D 505.01 E 505.65 F 505.61 G 505.72 H 505.68 71 CHECKED FOR COMPLIANCE TO CITY STANDARDS f� � ro•z/.z6 R=316221 vmlwu: euro ,cee CITY OF LGB t-IR REN TON Rw GJR °NEHO1 DATUM AT tvPlanning/Building/Public Works Dept. F Iq, OIE Ilal' 1 I➢PeVl�II SfNE/T a� RYLEE'S PLACE 10/14/201, ROAD AND STORM PLAN AND PROFILE P AND CURB RAMP DETAILS RD -04 9LL CF 12 22