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HomeMy WebLinkAboutS-21620AIN N N bo CITY MON. # 1837 INSTALL 60 LF OF 8" PVC SEWER 0 0.5X -� MON. IN CASE INSTALL SURFACE CLEANOUT TO EXISTING GRADE N 190487.8567 IE OF 8" LINE AT C.O. = 307.94 LiJ E 1306228.3676 iV z INTERSECTIONIOF EDMONDS AVE NE AND NE 25th ST. I F = 322.51 MON. IN CASE �d N 190155.0470 W RIM= 322.27 NOTE: zZ 8'CONC:(sE)= 321.11 E 1306225.3392 ( Q co I.E. 8 "CONC.(S±)= 320.37 SIDE SEWERS SHALL HAVE A MIN. a. W (� 5„ 001 SLOPE OF 2% FROM THE SEWER MAIN W GRASS RIM= 322.16 TO THE ADJACENT PROPERTY LINES. �j W W SIDE SEWER STUBS SHALL BE 6 FEET O I.E. 6 "GONG. N = 321.06 Q > �"` DEEP AT THE PROPERTY LINE IF POSSIBLE. Q I LE. 8 "CONC. S�= 319.36 g Z� r24"VAPLE' O LE. 12"CONC. E)= 319.26 Lu c. W W - p,..... _._.. o Q X LE. 12 "CONC. W) =319 16 z> NEW (TYPICAL SEWER U w w w 3 � Lv ciw 0x LAWN z? z> z> I mCC Lu o� 0° ,� z> 12 "SPRU E LAWN Oo 00 00 Q W T LAWN I v° 10" INE LAWN o o \ Q W _ 8,. W _ ° P.A. \ F-Q Q W I a - _ __ kz CEDAR s CA Q W \- - LAWN WN LAWN 8 "P NE CONC. WALK dn SSMH l'19 t-- -� r Z LAWN LAWN 0 Y N o b G 0 T ° 6 'N. E. 24TH ST. _ - o - - - - �- ASPHALT / W i Q 8'F RX ©� W - 4' WOODX� 2' pA ®G E _ 2 "STW __ - - - - FENCE ` / SSMH X21 ® TEST 5t RING o P I ASPHALT - - _ G LAWN <` LAWN � �L/ a P SCALE 1 "=20' CONC. P.A LAWN °. _ - 0 CO C. WALK - N - a O © Y`o E CITY BENCH MARK 11837 CB DRIVE N Z > fi "CEDAR LAWN 3z x z > ORNATE LAWN A. LAWN .� _x w -- - - i z E-4 a ELEVATION. 317.23 FEET RIM = 323.15 ° P.A. 0 0 E (3 w Y . LOCATION: Intersection of NE 25TH ST / on - b4NDSCAPING z > L U w � > WN -w _ LE 8 "CONC.(NE)= 320.45 ° P.A. 0 CL - / zz� Q P.A. - - (ACCESS I v° P.A. 0 /� 0 C_ 3= H d Edmonds Avs NE. DENIED) c�of I--I W as DESCRIPTION: 2-112' brass disc on I x CB �i rno conc. man. 0.4 feet In 3 E man. case. HDA BENCHMARK "BM -4" I ro I RIM= 322.18 E. �E FILED AN "X" IN TOP PLANTE� LE. 8 "CONC.�N3= 320.40 HDA BENCHMARK "BM -3" NE FOOTING BOLT, LUMINAIRE BOX SET RR SPIKE IN N. �' o AT SW CORNER INTERSECTION OF FACE POWER POLE, _ NE 24TH ST. & EDMONDS AVE. I ELEVATION = 324.11' CB S. SIDE N.E. 24TH ST. RIM= 322.75 OPPOSITE HOUSE #2613 s MON. IN CASE I.E. 8 "CONC. N)= 321.00 I ELEVATION = 325.56' 11. 190135. 1075 - I F_ 1306225. ""3 3 ¥ SSMH n19 SSMH 20 SSMH s'21 i z X8 5.5M NEW 48 SSMH WITH OUTSIDE DROP NEW 48 SSMH (n N 190149.7870 N 190132.6166 N 190123.4010 n <; E 1306160.9040 E 1_ 29.4663 E 1306533.5526 RIM = 323.89 RIM = 323.00 RIM = 323.97 IE 12" SE = 307.20 IE 12" E = 307.64 IE 12" E = 309.25 IE 12" W = 307.10 IE f2" NW = 307.54 IE 12" W = 309.15 v s (ES IE 8" W = 307.64 w TEST BORING s BH -6 Z o y T BORING 2 =_ o °.� BH-5 0 0 0 V 330 ................... `s `= ��w .................... V � ay aU V a - _ oN o 330 o�. s. 1N. .o Q.. °� °m . ff a a. _ - °< , EXISTING CENTERLINE =0 :...32Q :.......:......... m 310: rn 310 .................. .................................. ............................... ........a...................... .........:.. .......:.�..................... W302 LF OF 12" PVC SS ® 0.5% W 69 LF OF :12" a r W PVC SS 0 0.49% o F TEST E _ o co � ti APPROX. BORE OM W 300 x= ......................... �.. ....... ............................... . :9 c ° °c. ............ .- APPROX.- BOTTOM....... ............................... ................................... ..............................- ---. ..............................: GR4UNDWAL,R_ LEVEL..:..... ... ................... u� a s OF TEST BORE W O O :BELOW BOTTOM OF TEST BORE W :g� JAN. 15, 1.998 V) ?? O W GROUNDWATER LEVEL O Ln :...L J 0 .:.........:.....� .........:.........:.........: .........:.........:.........:. JAN. �5,0 998 OF TEST BORE Ui J O ................................................................... ............................... ................................. ............................... UGPWIMyFq ALL WORK ON THIS SHEET IS SCHEDULE "B' ......... ......... . (V OF AS& :... 280 .:.........:........ ..:.......:...:...........:..:. �QU'MA �_:? sqb2162 ................: PROFILE SCALE OA ...... ......... ......... . .:280 HORIZ. 1 "20' 27� VERT. 1 " =10' ........: EXPIRES..�..7) G1. ........ ............................... .......... ................................... ............................... ........ . 27G a z WWp s7 -2:62. S 1 61211101 c 4CANNFTI DEC 10 lggq 161