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HomeMy WebLinkAboutWillamette St. East Diamond to East Sapphire St. Utility Improvementsm l Ld C- U) I Z O D) Elul r r D 3 m m U x z s z IL FE , w w z 3 z Li W J O cr O Q- O O -- O Q z z z o Q J 0 m LL- Q z 0 z z o O W _ z J cn c wz w Lij o cn W Q O o J LL- c J i Imi I I 199 Z g . 9 Z &0 Z 0 Z W W o 0 j O Q Q Ic J z (J, Q 0 o f- Q O o 0 ca cn lQl I vJ c J C z 0 cn Q z V z O C) w zL J l zcn W II.tt O cl- W OQ J I O GENERAL NOTES. zs `°; 1. 0.25' (3 ") CSTC FILL SLOPEui 2. 2.0' THICKENED ASPHALT CONCRETE EDGE I F W 3. 50' BOLLARD BARRIER WITH LOCKING CABLE (TYP.) N W 4. PEDESTRIAN TRAIL CATCH BASIN TYPE 1 1 CATCH BASIN TYPE 13 I t W a F. GE 78.77 IE 76.02 8 OUT W) GE 70.10 IE 67.85 (8" OUT w) I I C!) O WATER AND SEWER NOTES: W BLOCK 3 WILLAMETTE ST. 3 to 2 1. SANITARY SEWER SERVICE STUB 2. DOUBLE WATER SERVICE CONNECTION J. FIRE HYDRANT ASSEMBLY W l.l.l 1 LOTS 3, 4 2 LOTS 1, 2 Rs 1` 8 3 LOTS 14, 15 BLOCK 33 TREE LINE p a h', 1 P RAW I 5 4 ReW STORM DRAINAGE NOTES: o- o T T I P T I W W W W 1. STA. 13 +32 (8' LT). CATCH BASIN TYPE 1. CONNECTED TO NEW CATCH BASIN STA. 13 +32 (8' RT) WITH 16 W W W W LF OF 8 DIA. STORM DRAIN PIPE. 10 AC D 10 AC 14 W 1 c W y v rIW v `c W 2. STA. 13 +32 8 RT . CATCH BASIN TYPE CONNECTED O NE CATCH BASIN S 15 +45 (21 RT) WITHEW., 13 ±50 00 14 +50 15 +00 15 +50 i. 5!'586 16 +00WWW W W W W 16 +50 212 LF OF 8" DIA. STORM DRAIN PIPE B PVCS.. 8 PVC. S, W W WQ 4 " 5 (21 RT). (21 RT) WI3STA15+ CATCH BASIN TY E CO TO NEW A INP1. NNECTED CATCH B S STA. 15 +45 WITH 42 LF OF 8 DIA. STORM DRAIN PIPE r ^ Y b W W Y W W W W W Q 4. STA. 15 +45 (21 ' RT). CATCH BASIN TYPE 1. CONNECTED TO NEW CATCH BASIN LOCATED AT WEST END OF co FLOW DISPERSAL TRENCH WITH 30' OF 8" DIA. STORM DRAIN PIPE 5. FLOW DISPERSAL TRENCH z a 8D 6. FILTER STRIP LOTS 17, 18 LOTS 19, 20 Rte` i 10.0 LOTS 13, 142.0 TREE LINE R,y BLOCK 28 1 1 1 NOTE ELEVATIONS SHOWN IN THE PLAN AND PROFILE VIEWS ARE STAKED DESIGN ELEVATIONS BLOCK g G 9 CATCH BASIN TYPE 1 2 GE 78.77 Q IE 75.86 8" IN N) i E IE 75.86 8" IN E) CATCH BASIN TYPE 1 1 IE 75.76 8" OUT S) 4 GE 70.50 3 IE 67.43 (8" IN N) IE 67.43 (8- IN E) IE 67.33 (8 OUT S) I o 20 0 10 20 40 60.00 R%W HOR: 1 ° = 20' o 5 0 5 10 VERT. 1 " = 5' o Qvi °: . : : ; V. ..'.., aW....: F- N .. I0fn OLJ So 80Z a6, FINISHED CL' GRADE r : ,n. F-o k. . . . .. . , I.' PRE - EXISTING CL GRADE : Wes: d' . 2 ... ' : . , a. 0 Q c°o 1• . : .. a. Q ° N : ... I ..... d 75 r o ' a of ` 75 a .W .a W. a. W . 4i ?. W : w ci W . . Q! 3 ? W . W o W . . . . . . C SAN TARMS AC..... 1t'ATER FIED) i .. 3.529,'. , 4.00% . . 1.00% . 4,.p. 4.00% : : 7O C) E1VER 8 STO/R DRA/ N 1.00 %. 2. 00% GSTC 'FILL SLOPE 70 2.2g9 cST' FILL' SLOE... 70 O L 212, S,'' 3939',`.... 8„ sro DRAIN ARM L=42 S =1..00%. OOp9 8 STORM DRAIN... CS FILL SLOPE 65 z PVC, VC SANITARY, SEWER 65 8. Dl' WATER 65 izz N. N. qq o,,...... 2 8 DI WATER' DEPTH'NOT- VERIFIED 10 AC DEPTH WATER NOT VERIFIED z.... p.... J f 0 -PVC - SANITARY' SEWER . 8 •PVC SANITARY SEWER V 55 55 16 " ' PVC' SANITARY SEWER ELEVATIONS SHOWN ARE BASED ON THE CITY PORT TOWNSEND DATUM OF r7 M 50 50 WEDGE CURB FLOW LINE LEFT 77.9J . 75.72. 7.6 71.84 CROWN 78.10 75.89 73.86 2.01.,... : 7 70.66 . 45 WED CURBGEUB FLOW LINE RIGHT 77.93 . . . 75.72. 7 :69..: 7f.84 13 +00 13+50 14 +00 14 +50 15 +00 15 +50 16 +00 4 +00 4 +50 5 +00 5 +50 6 +00 Imi I I 199 Z g . 9 Z &0 Z 0 Z W W o 0 j O Q Q Ic J z (J, Q 0 o f- Q O o 0 ca cn lQl I vJ c J C z 0 cn Q z V z O C) w zL J l zcn W II.tt O cl- W OQ J