Loading...
HomeMy WebLinkAboutS-216217N rn N I � _e N I I . I I (IICONTRACTOR LOCATE N TANK FOR RECREATION O BUILDING AND ABANDON PUMPING OUT TANK :AND, " FILLING WITH SAND. SCALE " -20 ' CONTRACTOR SHALL HEN CONNECT :NEW SIDE o / / SEWER TO THE RECREATION ' NOTE. / , : , ,BUILDING. I� I H I ! I -�' EXISTING LANDSCAPED AREA,. a LlJ °�- I I a r, - R N . I.. PLAY AREA AND SAND BOX Z K, #266 h , <c .._ -.,. - 70 BE PROTECTED. / � BENCH MAR W CITY 247 87 FEET ELEVATION Z W LOCATION. Intersection of NE 28TH ST `.W , , �y `T `„ : �18" ,CHERRY TREE MAY'.,BE- r 45" 'BEND WITH jIW W & Jones Ave NE. T I Q F RE40YED IF NECESSARY / 0 .® r . INCIDENTAL TO SIDE' SEWER n Q Z DE dill PP Pin on 5" \ '•,' i ) FOR CONSTRUCTION , v o DESCRIPTION: 1/8 copper: mon. ?�+? -� y�- SIDE SEWER. SHALL HAVEI, A MINIMUM / `\ ry. m 'Z : 0.2',.feetndown in'. mon. case. 4 r :'f\, - I, ,i'.I� ` -- - - :_- __ - -- _ - ..,...� H Q. ° W I� ,W : ,,\� 1�1 SLOPE. OF 2�6. . 8 F .'- - - --- -< _ - --- --- -- _- ` : NOTE:` — f .,�' r / CONTRACTO�R_-SHALL RELOCATE 3 ) I _ FOR CC �^` 4 I � PAY- LIMITS 'FOR N : s -�,r,, a -. ..SOD RESTORATION r... W'� Z " �R',AND WATER TO a .; ACC, MODATE, NEW; MANHOLES c `Z W REMOVE EXISTING, CHAIN LINK FENCE +. i�hj, ,r - - - - - 'I. FABRIC FROM POSTS'' AND ROLL'' OUT V I' k - L Q QI OF WAY DURING CONSTRUCTION. ci'.. �i1, I. 4, IR .kX (J'hiR V9'� CONTRACTOR SHALL REATTACHED FENCE '+ " - +;. <�i ✓. 1f-'1. -� rir' ��.i, y ''� ��. ',� SSMH #10 - -- __ __. -... -. - :.AFTER. CONSTRUCTION. ,; .)�� >��-iti', rc �\ i=_, n'':i_I � H #11 r+ O _ ^�I< - _-�,rG -:r-- � FIU)����J �\ � #8 i 1� !SDM #9 ,.�5 H H Z y ' v / / , , - •" PAY LIMITS FOR SOD RESTORATION - - - ,. : �I I..F��' fig, R. NEW16 °'eVCSEWE r N N , I I I L I,u . 1 I I ,II ;,,I I . I I - ;I :1� I � I I '� � �.:.I I .I j:I ...,',., II . �.. . I I L �. , ' ✓,:I' . II ..i. .II,rI :.O. .. „ . ,r � I �I : . :st - • _ , �, . I I EXISTING _-X, - I S. TI I I: , .N°�I .A, I SI I I I HA LT ..-I I � P_A_ I R' KI� j N � I G �. ,...L„ : . . I 1 OT : . � :� .-.I I , .',:_ � r • . , .I.I . -_I .. .�t7;,<. ,, �: .II. L.I.,,., , ,; :�. _ . . _ . :. , � . . .I . . :_ N, OTE: I I , I . I L I L co �L : ,.i. _ � TO BEOUERLAYED: WITH .2 OF BASKETBALL COURT L EXISTING A, TE TO E I IBE: CLA55, 8 ASPHALT tI: PROTECTEOFROM'DAMAGE. ANY c P REMOVED, 'SA V A N RS DAMAGE TO THE COURT SHALL I n VC STORM REQUIRE THE ENT 24» IRE, `COURT TO ., BE: REPLACED :AT, THE .0 ONTR ACT ORS I I HDA ' I N� I HMAI RII '� � K SET IA „ IPK NAI -. � ,I . N �. .�� . EAST .. S_ T g !ED I r EXPENSE: rHE GRAVEL AREA NOR CENTERLINE GREE N P A iN T EC ASPHALT PARKING -LO I FOMA I Y BE USE1 R BASKETBALL COURT 1IN BY CONTRACTOR THE ' ,A CONSTRUCTION LIONS CLUB PARK I �RK CO• TRACTOR ELEVATION 284.98 ,STAGING A E A\ IF THE STAGES IN A R CONSTRU T S Ij E H I : xa I : I .TEST BGPR AE NE q TOII ABERDEEN TEMPORARY EN GE FENCE, 'THE ARA. THIS 'WORK SHALL BE :,:_'�ONSIDERED�lNCIDENANDI I ... . I. I ' , '. �•, ” Ij I I I ' I I I„ � �'� m!' E C��.Fil ,�, � I I i ; E � � "� �� I I -,,� I, I I ', I � '. I If - - - - - -I i i _ Ix I \I� TEST BORING rnN' , II :I IB_$ - 1¢'I - II..I I !:NOTE: .EXISTING ASP ,1 , . ji IIII HA ALT PARKING LOT 1 w :::� c, o, III. 1 'I' :.:” 1i li 5 40..,111,., 1 i IT OPEN TO PUBLIC '„ NOTE o'a+ 1 ':. I- , ,. _ I,II.. I,. IM ::..I TO REMAIN 0 G:'. „I. . +, PARKINGIEXCEPT IDURING'CONSTUCTON: " :I CONSTRUCTION THROUGH THE KENNYDA/E N I R� 1. ,_ LIONS.,.PARK AND ITS',PARKING ',.LOT SHALL TAKF. :. �E : I. r, � I ',: THROUGH THE PARK. :, 1. I , r > f" ' i C K ..:�. i II.... I':,.., 1 t 1 .PLACE IN'ITHE LAST:THREE''''3 ',WEEKSiGF �, � I I I I AUGUST. 1998 OR AS, APPROVED BY, THE , ENGINEER. If If Idi -__ - .- i `.L I I Z > 3 O w i a ?`' CERTIFICATION GK<D SSAI #10 I I I 11 I I I I: HEREBY CERTIFY THAT THE HORIZONTAL -AN „t, H R D VERTICAL NEW:,48 SSMH » q F. P W ._ . G� SSMH #I I SDMH 9 LOCATIONS O TFiE;TO TOPOGRAPHIC, FEATURES SHOWN HEREON N }99689398 &'r', „, C� 190680:08 I ,, .,.iNEW 48 SSMH. Ii ARE THE> T.OF, A _ I,, . RESUL SURVEY', MADE, BY ME OR .UNDER I I r I E 1 4393eSes� 1305035.28, I I I I I I 'I.. ,...I 1�.':. .I. SDMH, 81 ',1�:. ,I., 1 N t4B#�.5-6Bt�', I # _ 190482:6 N MYI DIRECTION. I :: I .. I _ 1 I T�.+r . -,-„- 19048,1.80 I 71, , 1 I 1 s5 ee 286. 8 I I 1 I ,. ', M: , �,.� >,.� tee,., I R _1 I z NEW 48, .SDMH E, 1305041: I.. I'. I I 1, I _: � ,,. �o,rc E ._._'. w _ I - -- �-.- n¢,1305036.50 I I 1 _I I 1 I _I zrsla IE,16 s �5� t5 256.11 . , I N: 4.9968E -t•95� 1.90676.. � 1 RIM. - - - ---- 83.88 _ ' I I ,I I 2 1 RIM 11 � I: ,- u I I L I „ I I I, X284.14 I I I �d II, I 1 I „i _ I I i E :,, �+. oar 1305031. W 256'.21 � 1 ,,, F.D. RINGEL LS:: 23613 ..DATE I r: L u d -I ' II I 1 I I 1 I I I I IE 16 SE rro-re 257.118: I I 24:' 5 I_ o ! aiL,I L, E E 6257.13 _ „' j �I. i.. 1.,.- :r. RIM., - z'',9fr8B-''':' I., I',,, : I'. - 286.13 Ie 257.08 I. i. N z58 i-G IE '24:, Ni �o-r,- 257.03 o ' ,. ., �'�I.,.�, �'. , ,.. !E'�: 24 5.1- ;z -ar-rs 255.86 '. I � ,. I I ,. I i' 11 �' „: 11 IE, 24. N 1 <_..' I., �',. ,I III, 2�0 , WI '2b5.96 q W 2 �'0 _ _ ........- _ TEST. BORING . . B -2 I TEST BOR NG I.. EXISTING 'GROUND : : E 1 � - . 0 I I, I I II 1 I I I 1 __ _ _II — -- - - - - -- - - - - -- - - - - -- - - - -- - - -- II jQ 1 I II - - - - - -, I I w Q I I II 1 I 1 III I �II'11 I I II I I I- 2 80 _ I 280 - o Ih 1 I I II I ItO r' Ili i m 1n I 1 1 H , I , , I 1 � J GROUNDWATE R L EVEL: 270 1996 APP BOTTOM MARCH 13 1J I I OF TEST: ,BORE IrJ I I 1 , ... ' . . ... ... .... ... . .,. . I ' 1 0.6%: 272 1944 1 W 260 24 C905 IPVC SD ®93� '8:� _ .z�r.SF.LF�OF 24 °,.C9Q5.P.V.0 SD .@ I I N Uj 289,87 LF OF 16” C905 PVC SS ®8-59 - 26'I-:66 LF OF 161' C905 PVC: SS ® 0.5Y:: I W Z _ - . W L 272.6 I I 0.6% BOTTOM I I APPROX. BOTTOM 197,5 . n. o OF TEST BORE n W . c . I I 1 I I „, I I I I I i '� I I ALL WORK. ON THIS SH - T ,!S SC L' u 11 : ; n 1 I EE HEDULE A I 1 SI I 401 'I I I I I 1 I I I I : I I � I I I I II I li ! i 11 ... I., :.�'� �� :1 �:',.� � I 'I ,�II I. i�.. �.� 1 ;. 1' ' �.'� I., I:. I I � I 11 I. � ' I. �, I :. :.: :. 1... � �I. I „ PROFILE : :.. I, 1 1 I I I SC,. LE I ' , 1 I I I c, _ i I +°t I 1 1 I I n I I II 11 1 I I >> I � 1 „ I HORIZ. ,11 -20, I I I I I 1 1 _I , 1 n: I I I I 11 ! L 1 1 I I 1 1 VIE T. 1; - 0 �, I I 1 I 1 I ->, '' 2 310 j I� _... .. 1 __,:..I.......::.... III ~��;�J w1 z sl62 w ? I I I I 7 z IL Sw s P I' I I I II if 1 I I. i , .. 1 I II I III11 , I I �I : /�r�., r 'I 71 S'e C v SGANN MAR I I I I Eo, 3.0 2000 `I �.„ y ,I..,. ,I',.. L, I II v 1 ',:, ' I If I I I I I I ,1, II 1.I � I I I II rp3,1 ,� I I I I l I1 11 ..I I I j i I _ 1 r e ' ,.