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S-22020C
N V 25' 22" E 262.33' / WIDE DITCH (TYP.) 1 T E \ o SEN YE I I \ \ AREA TRACT, 53 51 i 50 RD. STA. 19 +53.22, 5' RT. _ -- RIM 335.56 INV 325.02 CTR. LYo v4� NS AVE. NE w 1651 S.S. -8 \ RD. ST 20 +61.69, 5' RT. RIM = 39.327.32 15' ^ 106 I INV CT.g. 4 I i fiI 1 _ _ S N ,' 25' 22° E 1261.12' - -- \ / / TRAcT i i i� SENSITIVE AREAS TRACT i -- 1 38 _ 39 - 52 � - -- -- - I o / \ YN. FIN. FLOOR MIN. FM. FLOOR / - 344.5 S.S. M.H B-1 / EL-344.0 .� -- - - - " -� -� 142 1 1/4- SCH 80 PVC � 'RD STA. 12 +05.42, 14.7 RT. / -- I _ j'.r 7 F CE MAIN RIM = 343.54 - INV = 335.93 CTR. - /, 37 - ,% k\ 110 LF 1 1/4° SCH 80 PVC, - i _ _ FORCE -MAIN / -- \ EL- 344.4 - -- _ _ -_- -- // - 11 - - --` FlN. -- W PVC 344.0 \ �°� .s4 _$3 EL- 5 X50 4O 7i° FORC IN z _ "K11N. FlN�FL 1 0d3� o 5, �G _ y RD STA. z 65.45, 0 RT. 14 tr \ / / / r - / /RIM = 355.64 / S.S. M.H. ] U+ _ 1 +,B / / / 45 / / v _ ar yx = 3a��crn. -RIM RD srA 0+60, s R 14V-3A 20 v / / - 0 �\ i i / 7.1 s -TR.- / �x \ 7-7 �N ` ---MIN. Fl EL-3611.0 / N. SEWER ! _ ��! - - �� R0. STA 3-25 o _ .H. A�5 \ / _ 23 RIM X339AO C I S. M.H. A=9 � / - - / / az LF // � j �f4 / I = 339,A0 CTR. � SS. MJi E-4 - STA. /21 +77.64, 3 RT S.S. / o+�- `C / _ \ RD STA 10+87.73, 5 LT- _ RIM 3 3.40 / / ESMT. �1NV=a3e.�z / - - - - _ ., i / / - - RBA = X55999 -- / INV - /327.80 CTR. / 25• / S / 22 _ o / / / - - / .5s0 /RD. M.H. A -10 / / / / 8 �' S.S. M.ki -�K-74 -'- -- 1 }t li --A T9'/ RD. STA. - +86.48, RT. 8 / - _ _ _ i _ i - - / _ __RU i ' RD. STA. 33 +61. / 71 / o '406 IF / RIM STA.56854 5"RTI� w i // / INV 3358.2>CTR.� - `inn 5.5. M. X3/6 RT./ i RIM = 5'12 _ 55 _ i / / i _RIMS 387 1 -INV- = 338.11 CTR- / 34 , wv ��s3s.12 crn � 6 ss � _ � / / - INV 37 ;�.8, MIN., 6° THICK ,' y � � COMMERCIAL S /•� u ro 11- D. ST 23 +35, RT. INV °_',.,. / s° _ , .77 35i i CQNC. 10' H WAY / Wv>h � RIM - �so.os/ EEA!�R '?} INVi 336.96 CTR. / FROM FIRE HTER�MAIN / / S.S. M.H. A- - / / ry 1 -i4" 90' BEND' MJx � RD STA.,25 +10, 5 , � J RT t' 2' FL/ X35653 'a - S.S MB-Y7E--€0 2 _ /. = 7.f TR_ t RD- -y - _ DR- A7 14 � � / - IN A Io EXIST 30 369 --- _ WEMEMT- - 13 S.S.-M.H. A 2-12 - ^R� � R / FLOW- S / N. FLOR- p0 REF. STA. 2 O 9 � RIM INV 0 _ ' 3 S.S. M.H. C , _ / i _ , �P / Seo / i i - - RD A. 13 +72. 5 LT / � I RD- Wk- 11 +30, 5 LT zD tP / / .�^/ / _ 79 _ /'RIM = 355:36 r�iv- s}e.oD INV 3Br %D / y % i �/� - __ X386.39 - J_ MIN.-FIN. 405.0FL00R / / J INV = 343.76 CTR. i'31- - / EL 405.0 fff / / / 1 D D. STA +7Z- 29 RI S.S. E 4 / - / / _ / ?o // i i i STA. 13 88.4, SST - 12 / / RIM 385.80/ ,Y i / / i 6 I, S.S. M.H C 2 - - - 15 - / / / / - m - Ajo 3 ��D / / �IN� 377,.85 C i / / INV _ 404.74 CTR.. f _ i / >oo /8 RD/STA. 12 31' LT: / 'INV = 37.0 - / / / si Lr i2`5 �° �' / INV = 0.78 CTW. / / / / �o yr - _ TRIM 1§.T6 aY / / , Nv�- 4oz , e H. - - - - / BiLF 44 u. 1/2' BEN M 0 _ :e 16 ,- /� / 26 �- i 10' WATER � / / kD i / \ i i i i i i / O EASEMENT NT i UMTUTY-EASEMENT i IN. 15' WIDE i i 1 i 4 BEND (MJ) �J /4 50/ 25 0 50 100 150 - - - G MIS 50' SCALE IN FEET / NDTEI BEARINGS AND DISTANCES SHOWN / _ 4 45' BEN6 MJ - + j / % \ - I / - _ cT= TZ I` 1 I ARE ON PLAT DATUM TO 14 SECONDS TO CLOCKWISE TO THE BEARINGS. I I I NAD 1983/91 DATUM ADD 14 SECONDS cos *�a, / /� 7!2 ass�crs16TEa� °.•JC °� A,L I. !0`v LAND 5 EXPIRES 9/25/`1.7 J - ZL o` 0 c A 11 E: AB- SEWER.DWG JOB NO. Horton Dennis & Associates, Inc. PLAT OF STONEGATE 952300 DESIGNED HRH CHAFFEY CORPORATION SCALE 9/ „/96 DRnwN ALJ Consulting Engineers, Planners, and Surveyors SCALE t° = sD• AS -BUILT SHEET NO. CHECKED PRC SYMBOL REV I S I ON BY APPROVED DATE KIRKLAND, WASHINGTON • 822 -2525 SANITARY SEWER PLAN 2 OF 2 APPROVED FB NO. L.L. g-2 0 /O 11 0 1�