Loading...
HomeMy WebLinkAboutWWP2703371.2I- Ch C/) CL CL z_ n z Q W 30 PLO 10 00 h C ]A- / \ `- - �__^/ viH ST n5 +46.� RT - 8+00 5 0 '' 60+00� N , RE +Q� 95' A 2+I8;05 E I T >S -2 / - � � i RIM=�9� 2�88 I I I 5 ` E 6 �T SMH 10-3 - E ., ^�,,� R o i � r _ _ 55 Inl - -- oUT 2J.60 / � � �� -; �"_ =p+�,_ ������` SIRE wiz* ! bJ. % �'��, I � +O LEGEND: / r, , ��-�-*-- 29 09 r l / -T- �- �✓ 53 �- _� / /54r00 IE N(1, .09 55+00 I n 1 -� OO 30 05 t� /� ENO 1 I ; . I 1� JI r`� _ _ _ _ 9 LF_ _ - - - o TIC 29.67 TOP OF CURB (� o / O / f-- _ / �- 29.19 FINISH GRADE / ° (' l COW BY / LF 8< SS % �.�2%� \\ G�NtER 0� IiVTfR P1`OI R �o / ® ��� / @ - 1:40X L_f�j STA: 0+0 4 T RIDGE LINE h ` OTHERS � % 'SSMH #1 � SSMH #5 41 LF 8 ° ° � STA 0+00 SM 4A e STA 0+00 SS @ RIMS=27Wlti ; I�_ i ° JOINT UTILITY TRENCH i �� RIM=29� 29.58 STA: 0+00 . RIM=2&66- 28.70. 35% "' `�"' 1 IE IN Vie-21.04 38 LF / OFFS : 2.47 tld-iia;se 17.31 0 #3D 4 c JOINT UTILITY TRENCH / J IE OUT :ei.ee20.94 6 SS =�36- 15 1 FFE: 30.0 2 O O / 202 I �TA. 0+40.26 2 LF . SS `o & ® !1E IN 21.78 FFE: _ x n CO 3C F E�; 51.62 L ��, 48q O '� ! ~\ 4K1.30% / IE 21.66 SSMH # / , STA: 0+ 3 1 46 LF CO #3B i� FE. 2A.61 C- C #1 oU z41-•S 21. STA: 0+44.71 6 SS STA: 0+46 IE OUT 20.00 S A: 2+50. 26 ® SSMH 2 0 2 OFFSET. . b R �I s o0 / �, i r # ! # 2&44 RIM=28-.� RIM=29.02 c., OFFSET 51.91 L 311�48� �� / STA 1+38.01 0 17.76 IE IwF . -30. 0 IE 0 o RIM=�� 3 i #E IN 23.20 FFE: 3 o A 0� cnF 1.43% + OFFSET 63.17 L IE OUT 22.60 ( IE IN 21.93 / �4M38�-1-29.99\ 17.66 IE OUT �-9 8�_.� ` FFE' 291 =� NOTES: IE OUT 20.00 IE `0 . 0 83i CO #2 IE OUT 22.25 j \ 1 CO #3A 27 LF 2+00 ' 12 LF 6 SS < n ° STA: 0+02.19 ' " E 1 6 SS 142 LF 6 SS @ 1.33� � OFFSET 6.40 L Co #3 1. GREASE INTERCEPTORS AND GREASE TRAPS +47.04 38 L ®�,� / �" OFFSET 38.10 R / - -L� @ 1.50q �/ RIM=30.50 Mr r. 1.00x u i / ° RIM=28.15 -r-'�I �E OUT 21.60 n .� STA 2+71.41 -� < +� ~- �� _ - WILL BE INSTALLED BY EACH TENANT UNDER SSMH #3 \� h� L U - IE IN 19.35 75 t�IM--19 �� � r.-- .. _ IE our 19.25 SEPARATE PERMITS AT A LATER DATE. RIM 29.55 \ oo O / / J 1 _ ° IE IN - 22.30' % �x SSMH #4 �- l J FFE. 7 ° o 2. CONTRACTOR TO VERIFY 1 N VER T ELEVATIONS IE IN 22.20 / � � STA 0+00 � � .. � SSMH #6 J . o IE our22.06 RIM= 28?�> STA 1+24.58 + C-� OF EXISTING STUBS BEFORE CONSTRUCTION Co IE IN 2 .2 CO #2' 1 RIM--2&35 IE IN STA: � +3 76 18.70 FFE: 30.0 BEGINS. �� 21.00 � / - 21.1 e- 21.00 OFFS 0. 74 L � v IE IN (MA r�F � ' �-i%-9�- 20 RIAN IE OUT RI u (SEE NOTE 1) JTE 1 3. ALL ON SITE SEWER WILL BE PRIVATELY FFE: 30.0 OWNED AND MAINTAINED. SSMH #48 j . / STA 2+33.4� 2&97 RIM=2&88 SSMH #4C � \ \ 0 S-337107 22.381E IN ^\\ 22.18 IE OUT S'f� 2+91.�7 171M�9-;- 29.1 I SS 'V � � IE IV �3-46 23.34 @ 1.4790 � `�s `��1E 1 23.36 l� ' �y. IE UT .94 ;;A- 23 31 1 ' I CO #28 STA 3+11.04 G ' OFFSET. 12. 00 R l ° ��' ( 0 >0 I RIM=29.88- 29.9 IE IN 23.89 / 56LF 8" SS �J IE OUT 23.79 @ l MVM? OF (,EASE 1.29% + N °STA: 3+22.24 I RMIS=29 51fo.08 CO #2C i 4 ° 3MEAE (MATCH t STA: 3+66.31 1 OFFSET: 4.03 R � F1. 4 K1. 4 C #2C-1 RIM=39 35- 31.5 i S . 3+56.37 h 1 n IE OUT 26.61 ° i A ° RI =30.36 1 ` �- v - -1 ._I j SCALE I 2 `� I I 24.50 i< 0 25 50 100 I I I I 42 Lr 0.46X 8" SS 158LF 8" SS @ 16.69% /�j oppp uS�N N N o ' O O Q0 �N�WW 0 nI 0 N + I � W `v W _ � O ;�Ilzz X LLQ Lv z W (_f7) 0+00 0+50 1 +00 38LF 00 rn ri N LIi1 ail QSR 6: can 00 00 42 LF 8" SS 30 N G-INT Q) CONST. BY m OTHERS NNN 0 � ZE op C cn�WW �NN � C4N r+�� �L ' NN + t_ N Q7_oZ 3350 Monte Villa Parkway A Bothell, Washington 98021-8972 (425)951-4800 8 (425)951-4808 whpacific. com Planners • Engineers • Surveyors • Landscape Architects 0 20 65LF 8" SS ----------------------------------- ------------------------------------ I-- --- ----_ v�° SS F 0 NN 0.51 X 233 LF 8" SS @ o SS d N = o+ • tiNN ZGZZ c�r)c~�WwWI� 10 o �C _ 0) cn x � w W z�W�n 1 +50 2+00 -0+50 0+00 0+50 ADDED SURVEY DATA FOR RECORD DRAWING SET GRB 10 02 08 JMTE A BLDG# 400 RAIN LEADERS, CANOPY DRAINS & PIPE CROSSING ADDED SWS 02 12 08 JMTE 4 BLDG# 400 RAIN LEADERS ADDED PER CLIENT SWS 09 07 07 SRS A BLDG# 200 CO & RAIN LEADER ADDED SWS 09 07 07 SRS NEW RED ROBIN SITE PLAN -RAIN LEADER UPDATED I ABN 109/07/071 SRS I Al NO, 58L `O o O ^ N N 00 WNO �.Nr"i n pl N ZQ .N + X3t� ONE . ao �N Sb c~i� 3cz)00 ^o m� pp C�N� CNN~ a0 Z_ II ±UU QWW� Ln 00 1+00 1+50 2+00 RELOCATED STORM TO AVOID PSE VAULT INCREASED RAIN LEADER SIZES REVISED MANHOLE SIZES ADDED AND UPDATED RAIN LEADER INFORMATION REVISED STORM PER SITE PLAN CHANGE REVISION 0 d. 30 LE cD 8" 41 LF 8 Q SS SS @ 83LF g'� SS @ 1 20 @ I 1.37% 4, 64% N� 14 N Nam, Fes- c1 cy = C) O �- LU 10 �� co W QO ^� "'+ oSNN I _ �u �u to (1) Lu k- F= > O II z Lu >_cr�W() 2+50 3+00 3+50 ABN 06/18/07 SRS SURVEYED: ABN 06/15 07 SRS DESIGNED: GRB SWS 05 22 07 SRS ABN 05 08 07 SRS DRAWN: GRB ABN 04 26 07 SRS CHECKED: SRS BY DATE APPR APPROVED: SRS SCALE: 1 "=5 0+00 0+50 ®f SCALE VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NCH INGLY ONE INCH AT FULL IF NOT ONE 1 SCALE ACCORD 1 +00 @ 1.33% 135 LF 6" SS _ CR �o� a0 olj N^ cO <} cIto Np + �;::c N lu W � �WW p Qk�N � co U) a 0000 rn N of cp W II O IQ- p�� L �N� 1+50 2+00 191 C TY OF ML REf�-ON Planning/Building/Public Works Dept. 0 N Q 2+50 3+00 ( FEET 1 INCH = 50 FT PROFILE SCALE: HORIZ: 1 "= 50' VER T., 1 "= 5' o� 32464 ' �0�'�, I STEM/��'�' SIONAL PREPARERS CORD PACIFIC, WINGS008, BASED ON SURVEYED DATA AND CONTRACTOR RECORDS. Checked for Compliance to City Standards DATE: THE LANDING 03/12/07 FIELDBOOK: HARVEST PARTNERS PAGE: SANITARY SEWER PLAN DRAWING NO: LOT 4 SHEET: OF: C8.1