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Home My WebLink AboutD-216206a a a N 10 "P1 PLAY AREA AND SAND BOX � � RTS FOR SOD RESTORATION 1 j SAND 4/// !/ FROM DAMAGE. ANY < 'x THE COURT .SHALL .. = ENTIRE COURT TO N HDA E N D AT THE CONTRACTORS SETA CENTE LI BASKETBALL N COURT LIONS CL PARK NE ?4th �T SSMH 13 NEW 48" SSMH WITH OUTSIDE DROP 1 90135.08 I CL S 21! 3 o 6 W SSMH 012 NEW 16" PVC SEWER g z NEW LOCATION: Intersection of NE 25TH ST W C l E +deb+ 305115.80 J _ - y F 4C > IIW- SDMH IX I O NEW, 24' PVC STORM � o I SSMH /12 o z I -- `- 1 1 x I �\ Z - IAlaa _ -- -�� =.H 1- �i1 -I.di- -- -= �- - - - - -- - - - - - - - -- - - -n1. - - - - -- a ®= CC Lu cc 3 UJ _ 284,90 280.88, conc. mon. 0.4 feel in RIM - �8t99280.88 mona 0 feet IE case. 12" N =' 489278.74 1 \ m� a C az J N -- - -' _. ` 190432.18 E, t ae5 i ee. ee9P 1305121.1 B RIM - 69283.97 85 257. mon. t 2' S = 6 278.87 CB 2 " _ °z IE 12 E - 413272.72 < < I 59.42 S. ¢ IE LAWN SOD SHALL BE PER SECTION I I '\ 0 1 i / 8 -02.2 OF THE SPECIAL PROVISIONS ^/ -' \ / s� Z , „ •- I 1 I W 0 IL\ o = SDMH 1/,1 / 4-- IE 12" S = f'9B:•PS':279.95 IE 4 " ": E, _ 4a F 43280.81 z y AND REPLACE WITH NEW CHAIN LINK FENCE. / /,� NEW. - CHAIN' LINK FENCE SHALL BE PER g "MA.PLE I '.I \! , N Q KENNYDALE LIONS PARK SECTION 9 -16.1 OF THE SPECIAL PROVISIONS. ,�\ \ N _ I 190139.83 W r i l P.V'JO n`o ai o o.. E- 3a 2 . �w rn° c a J E -E c o� a� Re M NOTE: EXISTING LANDSCAPED AREA, 10 "P1 PLAY AREA AND SAND BOX TO BE PROTECTED. RTS FOR SOD RESTORATION 1 j SAND 4/// !/ N CT / // -w LL CONTRACT' , LL RELOCATE ''XR fP AND WAfEk a A ffMODATEW MA S. /ry -- _- �'PINE ^i - - - f / SSMH PAY LI I / 1/ 10" iNE / /q-,j / 1 rl / l \n1 / I I // // LAWN I I ' r� y c )MH.S9/ C / H - - 2- 1/2//W CHMARK "BM -9 Ld ILd NAIL IN EAST EDGE NE GREEN PAINTED kLL COURT 1N UB PARK J = 284.98' "....2.3-Q: ` RTS FOR SOD RESTORATION 1 COURT SHALL BE CB 26 FROM DAMAGE. ANY < 'x THE COURT .SHALL .. = ENTIRE COURT TO N HDA E N D AT THE CONTRACTORS SETA CENTE LI BASKETBALL BASK BI COURT LIONS CL Ld ILd NAIL IN EAST EDGE NE GREEN PAINTED kLL COURT 1N UB PARK J = 284.98' 4F U UW C]WQZMJ 2(n L�O�W g 6--PVC(SW)=275.91 162o6S. " Opp ty. "....2.3-Q: ` RTS FOR SOD RESTORATION 1 CB 26 I < 'x A �_4 ----- - - - - -- -- - - - - -- - - - - -- w� ��,.C.T� SCALE 1! " =20' I r, _. - �.k � .�----------------------- i- .n- zp- 2, -1,�� z oCT, PARK NE ?4th �T SSMH 13 NEW 48" SSMH WITH OUTSIDE DROP 1 90135.08 N 499+53i9B9 190154.1. E r39�se4;939� x304981.88 . RIM - 4b439284.39 IE 12" E = lf&0&279.99 S 21! 3 o 6 S EET SSMH 012 NEW 16" PVC SEWER E -�--�� 1 5117.40 +283.7 NEW LOCATION: Intersection of NE 25TH ST W C l E +deb+ 305115.80 J _ - y F I SDMH IX I O NEW, 24' PVC STORM � o I SSMH /12 ✓k Edmonds Are NE 19014 - " N. 9.38 on £ t3 14.23 DESCRIPTION. 2 1e. � 1. E. I -- `- 1 1 x I �\ I - IAlaa _ -- -�� =.H 1- �i1 -I.di- -- -= �- - - - - -- - - - - - - - -- - - -n1. - - - - -- 6 IE 24" NW _ 258.66 7:80 �� _ 284,90 280.88, conc. mon. 0.4 feel in RIM - �8t99280.88 mona 0 feet IE case. 12" N =' 489278.74 1 \ / �- I co I 11 - I^/ -, PAY LIMITS FOR SOD RESTORATION N -- - -' _. ` 190432.18 E, t ae5 i ee. ee9P 1305121.1 B RIM - 69283.97 85 257. mon. t 2' S = 6 278.87 CB 2 " _ °z IE 12 E - 413272.72 < < I 59.42 S. ¢ IE LAWN SOD SHALL BE PER SECTION I I '\ 0 1 i / 8 -02.2 OF THE SPECIAL PROVISIONS ^/ -' \ / 1 I 1 1 I , „ •- I 1 I / / REMOVE E I:�TING CHAIN LINK FENCE �.H IL\ o = SDMH 1/,1 / 4-- IE 12" S = f'9B:•PS':279.95 IE 4 " ": E, _ 4a F 43280.81 w2 AND REPLACE WITH NEW CHAIN LINK FENCE. / /,� NEW. - CHAIN' LINK FENCE SHALL BE PER g "MA.PLE I '.I \! , 6 -= I Ili ]Alba O I KENNYDALE LIONS PARK SECTION 9 -16.1 OF THE SPECIAL PROVISIONS. ,�\ \ N _ I 190139.83 r i l P.V'JO CL I ' � o ag I pxl o, / NOTE: u CONTRACTOR SHALL NOT DISTURB, n THE INFIELD PORTION OF THE U 1 `' �' I r I W l r I , J / -' BASEBALL FIELD., ro BASEBALL x.� j DIAMONDI IE . 12 ". W. 1- _4965 .............................:. - 278.90................. 9' 2 .... ......... ........... ......._......:.E.24tl.. =. 259.78 ................... :............ II 11' �f II 29 LF OF 12" CPE SD O 0.86X x I W I Z 1 1 111 i II 1 ' 1 1 ....:.. '�. EXISTING GROUND = 1E;14 N 46e- 4+258.78 IE' 18" f f@i P-t275.32` N = IE 12" giS -':6 - ------ II LAWN I CB -1 11 14 NOTE: \ RIM= 283.23 CONSTRUCTION THROUGH THE KENNYDALE I �� ` I:E. 4 "PVC(E %= 281.83 LIONS PARK AND ITS PARKING LOT SHALL TAKE \ IO 1. E. 4 °PVC(S)= 281.43 PL v 1 i PLACE IN THE LAST THREE (3) WEEKS OF \ w/ --- -- - - - -- - - ------- .`� ...: 280 AUGUST 1998 OR AS APPROVED BY.THE ENGINEER. k CS ,#36 z ce N2 .................................... 'SEE ISHE Q 12" CPEP SD O'J �215�Xi 1 Ik n< s a ?.7.4:........:. 4F U UW C]WQZMJ 2(n L�O�W g 6--PVC(SW)=275.91 162o6S. " Opp ty. "....2.3-Q: CB 26 SCALE 1! " =20' Gu TYPE- zp- 2, -1,�� SDMH 1} 10 NEW 48 SDMH N _' " 1 0429.27 NORTH THROUGH CITY BENCH MARK #1837 ELEVATION. 317.23 FEET CB 21 PARK NE ?4th �T SSMH 13 NEW 48" SSMH WITH OUTSIDE DROP 1 90135.08 N 499+53i9B9 190154.1. E r39�se4;939� x304981.88 . RIM - 4b439284.39 IE 12" E = lf&0&279.99 S 21! 3 o 6 2 6 E -�--�� 1 5117.40 +283.7 NEW LOCATION: Intersection of NE 25TH ST W C l E +deb+ 305115.80 IE 12" N = 4i�b99 279.87 _ - y F I I = - RIM -484 69 IE 24" S -, 258. 79 2 7.7 SSMH /12 ✓k Edmonds Are NE 19014 - " N. 9.38 on £ t3 14.23 DESCRIPTION. 2 1e. - f g,#9 2131.3Z RIM - IE 16 "- W - �9er3E259.22 rR REMOVE EXISTING' CB AND a - 6 IE 24" NW _ 258.66 7:80 NEW 48 S MH ' ^^ _ 284,90 280.88, conc. mon. 0.4 feel in RIM - �8t99280.88 mona 0 feet IE case. 12" N =' 489278.74 " _ IE 16 N P66!sE259.42 REPLACE WITH NEW CB TYPE -1 N -- - -' _. ` 190432.18 E, t ae5 i ee. ee9P 1305121.1 B RIM - 69283.97 85 257. mon. t 2' S = 6 278.87 CB 2 " _ °z IE 12 E - 413272.72 < < I 59.42 S. ¢ IE N +g9f9+96,190i54.19 E +3e496i X61304982.20 RIM = 493-43 282.08 w z z - IE 16" S = 258.77 IE 16" NW = 258. ¢7 257.55 TYPE -' N 1 WITH VANED GRATE N 190155.99 o = SDMH 1/,1 / 4-- IE 12" S = f'9B:•PS':279.95 IE 4 " ": E, _ 4a F 43280.81 \ _ o 11 7 1305 3. 2 E � +4 -5973. N _ I 190139.83 0 .. $ o � � o RIM = i+ee -5 280.58 IE 12" S P,7F.e5 278.77 E �5f4493�4 1305112.17 RIM = �eg 28T.28 2 9.4...... IE . 12 ". W. 1- _4965 .............................:. - 278.90................. 9' 2 .... ......... ........... ......._......:.E.24tl.. =. 259.78 ................... :............ W g .....2.9.4...... ........ , . - - ....:.. '�. EXISTING GROUND = 1E;14 N 46e- 4+258.78 IE' 18" f f@i P-t275.32` N = IE 12" giS -':6 - ------ '.... a----------------------------------- n.- -- --------------- ............................... -- ------------------- - - -- -- ------- - - - - -- - - - - -- - - -- - - - - -- -- - - -- .............. ............... --- -- - - - -- - - ------- .`� ...: 280 W .................................... 12" CPEP SD O'J �215�Xi ?.7.4:........:. LF OF 132 2. . max LF OF 12" CPEP, SO O i,B/r: :........ ii^ LF OF 12° CPEP SD d 2�1f ..,. I... 0.77 . ......... .k�,...:... 7 O:..... W r m � 98.5 � 289.7 0 8X 96 LF OF 24" C905 PVC SD O 6..777 LAJ C905 PVC SD O' 0.5X . 90,52• LF OF 24 C905 PYC SO O 9.5 ,. -27246 -- - 260: 260:W :. _ -T..� : -..-- s -._ _ -..- -. ,- ....:.- . °...... -... ..._. ... $} 6�9, LF' OF' 16 ^ 'C905 PVC SS' ip 0.5flf (yJ ...:.. ......:.... . ...... ........_. ..,_� �... .�� . �. . ... 97.13 OF 6" 905 PVC.S O 6.3%. 2 LF i C S 211.5 1:OX LLJ N 62.23 LF OF 16" 0.4% : (n : C905 PVC SS O e.5 Z W 94.3 0.4X ; 250 0 250. w..... . ...:... ....:............ ,.. It IS SCHEDULE a ALL WORK ON THIS L SHEET I CER11�ICATiON I AND VERTICAL r 1 HEREBY CERTIFY THAT THE HORIZONTAL LOCATIONS OF 'THE TOPOGRAPHIC FEATURES' SHOWN' HEREON 240: 24O _........_.... :.,. ...,...........:... ARE-THE RESULT•OF;A'- SURVEY: MADE- BY• ME OR- UNDER .......... ..... . ..................... .............._...... ........ ..I_.v....... PROFILE SCALE me DIRECTION. 1. 7 23513" HORIZ 1 VERT. 1 ' =,10' F.D. RING EL LS. 23813 DATE: 230: "....2.3-Q: °.�° .,00 ni zp- 2, -1,�� .... . I S 21! 6 2 6 I I I S R''. CANNED MA 3 0 2000 I I I fir+ • =ar rv25 ,4W `` �� :