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Home My WebLink AboutD-216213g '� a f N `" � � � �. � N N p �a ^��'� CV I � � ?' w O � z 1- � Z W U rz Iw- Z w � � ��_ W mW �ZW QQ Qcn w (� Q Q o �_ D � �� Z N <Y W w O Y Z� � 4 w c.°. o° w z y�� Q o� 3Q �, z � . �w r�-� W a a U� �� o� a �E a .� d E c W �� rn c oy a� B �� £� i � 3 � �� o � �� a N z w rc U N< i � � (J ��: 0 �. ,., wl r �., �� 'J�% owQZ�� PAY LIMITS FOR SOD RESTORATION �; `` I ! I I ��(- 2 rn � O .- w i � � �� -� i (, ' i r7' • �- I �,.ev'J � 1 (' I �� I / ; y � iFl� I ;?� � � iJ "(,;i lJ i. 11 / i J i 'i I �v (:l \(V�� ®i; of r I l� � �� )Y � SSMH 12 �' ' � 'I�� SMEET 8 f / i r NEW' 16" PVC SEWER �I �I'� i �, I i _ ' �, W I.,. I / 1 -I I � NOTE: ' �` / I :. i' '� SSMFIII �jCQ�� EXISTING LANDSCAPED AREA, 1 U "I'lIJ . / / SDMH I/I10 � �� ;r�(j�ll � � I NEW 24" PVC STORM I 1 I ,I I ��U I L. F - -�' i ,'�VJj `.�.�� 1 PLAY AREA AND SAND BOX � r 1 ! ��' �ti a1 v i , , T C,� -{ , ') TO BE PROTECTED. E � _ , i � / I Iii I I q 0 ' � I ' I � �:, �u �� 'i °I' � I Y I , � � laa`w / -- � � _ �� il_� ✓d`J i � - � � , , �� I �x; � 1 � _�. �' ii ^IIII I ' 'd�2" W �,�� -PAY LIMITS FOR SOD RESTORATION I r� I- i� �� SAND w � / I %,7,11 i �� } u ,, �, _ / � I;' CONTRACTOR SHALL RELOCATE _ /s� � / SOD SHALL BE PER SECTION �' �i � I I!, o _t�� ;?pW£R AND WATER TD /� : i�; � � / 8 -02.2 OF THE SPECIAL PROVISIONS i I � r s A�'COMODA b W MANHOLES �� I / I _- ��, I � , �� / �, /i �A �`r I J I � CH LACE KJ EN E£ SHALL BENPERENCE. L � I t 1 � 1f 1 � I � ) j SECTION 9 -16.1 OF THE SPECIAL PROVISIONS. �� MAf' II I � z �� i; � F I � - I / it I. i t I O __ - n I i, 1o'r ir�E , � / KENNYDA.LE LIONS PARK __ F - - - - � SSMH /11 /� /(� / Ir;- I�I /i �`./ ~ L I% II Ilk �i�l I�/�'7c+`� a,) S v / I H'� � � F , � NOTFr. �� ' � I' FYI � I I ` _ I / / J� u %" c _ - I CONTRACTOR SHALL NOT DISTURB i � _ \ I i I � _ SOM 9 / V f, W THE INf/ELD PORTION OF THE / � / I � i I � k3Jlil r i y,,, _- '2 °-VT' $ 'F'CTfJt -f� _ - - / _ BASEBALL FPELD t A� E � �� d- 1 ' I \I 2'L I COURT SHALL. BEuY �-- - - --�/ I '�L�, I J " I x , � \ ', T I�II_l,} � ; <_ - -- 4 FROM DAMAGE. THE COURT SHALL 29 LF OF 12 CPEP -� i W � \, I i J I ENTIRE COURT TO SD O 0.86X \ li z \ ', 1 �, � 1 D AT THE CONTRACTORS HDA BENCHMARK "BM -9" i_AVJId �' �� IT, SET AI PK NAIL IN EAST EDGE, � � I� ` _ � � ' ___ �� i f 13AL 1. 1 I CENT�BALL COURT IN CONSTRUCTION THROUGH THE KENNYDALE I 1 � \ RLINE GREEN PAINTED NorE: I� � , \ I � s SKi _� BASK � t 1 i � 781 ��3 �� i�i '.1 1 iv ;j LIONS PARK AND ITS PARKING LOT SHALL TAKE �- VIAL[ �r� � � �� ' � >1� �_�U� � LIONSI CLUB PARK i � � � 3zs1. -�.� �� I � � � � � ELEVATION = 284.98' PLACE IN 7HE LAST THREE (3) WEEKS OF , �jl�iy� i y � 1 �:F �,.� AUGUST 1998 OR AS APPROVED BY THE ENGINEER. �� , ,�; � i 1 ®'�, l �' �� i `� � Y .2.9.0. _ - -- EXISTING GROUND .. 8. 0 :.......:.........:.................:.........:........ ..........:...................: .....:... 2.7.Q:..... jyj W SCALE 1 " =2 SDMH }� f 0 CB 26 NEW 48 SDMH CITY BENCH MARK X1837 N 1- 9B.F39:8558- 1 0429.27 96.5 $s1.i3 LF OF 24" ; ELEVATION: 3'. 7.23 FEET E '3 ^ "-- T- T%i -%=? =- 1 05117.40 W W LOCATION: Intersection of NE ;H ST RIM = 38F.6B 283. 7 _ &Edmonds Ave IE 24' S = 258.792 7.70 SSMH /12 DESCRIPTION: 2 -1/2' brass on IE 24' NW = 258.66 7.60 N MH conc. mon. 0.� -at In 2 3 0 N i9B�33 =?3�T6 190432.16 mon. case. 2.5.x:... E fi3B51?3:8BB-2 1305121.16 RIM = ?84 -:86 280.88 RIM = Ye#.�69283.97 .....:.........:.........:..... IE 16" W = z6�3tr 259.22 lE t 6' S = 258.77 257.65 TE i2' N = zr'fr6B- 276.74 IE 16" NW = 258.67 257.55 .2.9.0. _ - -- EXISTING GROUND .. 8. 0 :.......:.........:.................:.........:........ ..........:...................: .....:... 2.7.Q:..... jyj W CB 26 NORTH THROUGH PARK NE 24th ST � 96.5 $s1.i3 LF OF 24" ; CB 21 260 W W c9os Pvc sD o o.sx NEW 48" SSMH WITH OUTSIDE DROP N' - 190135.08 _ �.. - N 833.3 LF OF 16' .,fr7� E X365 -1- 1.9:8965 -1 3051 1 5.80 IE 12" N = z''�e:BB <79.87 C905 PVC SS O �5X 2 3 0 W 94.3 0.4% 2.5.x:... � RIM = ?84 -:86 280.88 ...:.... .....:.........:.........:..... 240: 230: ww _� _ �i6z.. swy�a� ai6t - IE: 24 N = 3�ff3+k 258.7$ IE 18" E = iifri-# 275.32 .......................IE 12" N = 375-.-8- 274.80 - - - - -- - -- 2 8 0 }31- LF OF 12" CPEP :SD O 2�� 0.6�:� 132 � 5 LF OF 12` CPEP: SD O +BX; ..... ............................... - - �.. 270. - - - - " - zo.s% W -13- LF OF 12 °. CPEP SD O z.63f 0 77% W 289.7 0.69 i9Bz3$ LF OF 24" C905 PVC SD O �53C 297.13 LF OF 16 C305 PVC - SS O $.-5�. o.a� Atl WORK ON THIS SHEET_ IS SCHEDULE ",4" - - -- PROFILE SCALE HORIZ. 1 " =20' VERT. 1 " =10' ROLL 17 3 1 - = - =- 211.5 z'-1 -5:96 LF_ OF 24" C905 PVC SD O 93Af " _ - - - -- N 260 ... 3-1b�8 LF OF. 16` C905 PVC' SS O 8:5# 211.5 1:0� jyj W CB 26 NORTH THROUGH PARK NE 24th ST SSMH 13 N i9B9- 53^6889- 190154.19 E ;�� 1304981.68 RIM = ^ ^:-0+3& 284.39 CB 21 CERTIFICATION - 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL � LOCATIONS OF THE _TOPOGRAPHIC FEATURES SHOWN HEREON - - - - - - � - - - - -ARE -TFiE - RESULT. OF -A - SURVEY MADE BY. ME: OR- UNDER- ......... - MY DIRECTION. - � 41C� D�j� � � a � � 1:..... .... t" . . . . . . .......:.........: � q � - NEW 48" SSMH WITH OUTSIDE DROP N' - 190135.08 IE 12" E = i78:BB 279.99 NEW CB TYPE -1 - - .,fr7� E X365 -1- 1.9:8965 -1 3051 1 5.80 IE 12" N = z''�e:BB <79.87 N � 190149.38 E X5873 1 305 1 1 4.23 2 3 0 1 �j RIM = 3,Bi -B9 281.32 � RIM = ?84 -:86 280.88 �-�� /� ,�/6z �� ® /�'' �� Sc�cL�� Lin, ry o IE 16" W = z6�3tr 259.22 REidOVE EXISTING CB AN.D TE i2' N = zr'fr6B- 276.74 IE 16" N = i68 -26- 259.42 REPLACE WITH NEW CB TYPE -1 IE 12" S = 3�6 -.BB- 276.67 - IE 12" E - i�B�27272 N i9Bi84.96�9- 190154.19 IE E = 259.42 E " ^ " ^',- .,_.^x;;.:51304982.20 CB #'22 - RIM = _�^ 282.08 NEW CB TYPE -1 WITH VANED GRATE _ - SDMH ,�11 IE 12" S = iBB:zuJ 279.95 N fi9B455:965fi 190155.99 NEW 48 SDMH IE E 28- 13280.81 E - 13851- t4#58,31305113.72 N '__`,--- �-- --�' -T 190139.63 4" = E ;3BSi- 1#.x-34# 13051 12.17 IE 12' S - 276�Brr 276.77 ' RIM = 381:89- 281.28 � 0 0 EM12' -��3i6 :85276.90- --- ------�-�--I .:.. .... ......... ........... ................ IE. 24".. W.=. z" 69 :38-.259.78---�---��-----..... -- .l - IE: 24 N = 3�ff3+k 258.7$ IE 18" E = iifri-# 275.32 .......................IE 12" N = 375-.-8- 274.80 - - - - -- - -- 2 8 0 }31- LF OF 12" CPEP :SD O 2�� 0.6�:� 132 � 5 LF OF 12` CPEP: SD O +BX; ..... ............................... - - �.. 270. - - - - " - zo.s% W -13- LF OF 12 °. CPEP SD O z.63f 0 77% W 289.7 0.69 i9Bz3$ LF OF 24" C905 PVC SD O �53C 297.13 LF OF 16 C305 PVC - SS O $.-5�. o.a� Atl WORK ON THIS SHEET_ IS SCHEDULE ",4" - - -- PROFILE SCALE HORIZ. 1 " =20' VERT. 1 " =10' ROLL 17 3 1 - = - =- 211.5 z'-1 -5:96 LF_ OF 24" C905 PVC SD O 93Af " _ - - - -- N 260 ... 3-1b�8 LF OF. 16` C905 PVC' SS O 8:5# 211.5 1:0� jyj W N 250= CERTIFICATION - 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL � LOCATIONS OF THE _TOPOGRAPHIC FEATURES SHOWN HEREON - - - - - - � - - - - -ARE -TFiE - RESULT. OF -A - SURVEY MADE BY. ME: OR- UNDER- ......... - MY DIRECTION. - � 41C� D�j� � � a � � 1:..... .... t" . . . . . . .......:.........: � q � - � 4 0 ......... . - - F.D. RINGEL L.S. 23613 PATE: �cerset° � feWL >� - - E��S sr�� : sCFwnED JtJL 2 7 2601 S 2 3 0 1 �j � � C l� �-�� /� ,�/6z �� ® /�'' �� Sc�cL�� Lin, ry o