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HomeMy WebLinkAboutD-216210CV `" m � n � rn .- ti^ P � N Q N M7 N a^ ��� N � \ \ � � � - T � SS � �� O p � + REGRADE SLOPE AND PLACE �, m� ®, }\ 1 iN \\ � - � -.�` - ' 2 -3 MAN ROCK AS DIRECTED 4j 4j� _ ' � � BY ENGINEER W O �� � � �'-° \ 1 ��\ \� \ _. `'`` NOTE: - /�� � -� � Z I- f- � � \ n.,;/ i� \ \ \ - �' � _ FILTER FABRIC FENCE SHALL + � � i - _ - - . Z a- \ �`;, '. � - -- �- -- \, � � BE CONSTRUCTED AND MAINTAINED _ ,, / W � i.�._ \ ' � 15' UTUJTY EASE � - W W U � ; � � -� - - - � - - - - - - ALONG DOWNHILL EDGE OF CONSTRUCTION - �/i "' j� - � - krt '7. k= � � \ ' � C T ( \ -_ - - _ - � EASEMENTS TO PROTECT WETLAND AND _ � / / IS(t,�S-Fj i � - - - Q j � \ .,. S }E SHEE�I. �T260��\ w \,\ - - - _. - _- _.. �,WQQDED AREAS.. � i� - - /, /� %_ - - _ .. -- � W � _Z \ � ... � � \ \ \ NEW 16° PVC SEWER -. - \ � \ I � i � � �- I - ! / � � �� % - -_ - 0� W \ � � -' - \ -------- - - - --� \ i � �� � 6;16 tvlAPl `; /�� m W � W \ \ \ .. � / � \ \ \ \ -1_ \_ . _. -...- - -... \ \ \ \ � "�. � CONSTORUCT ONNEASE4ENT� � I�� _. �� ���' _ �� c'� c ' ,. _ - Q� Q(n �v �� �� vv _ ��.' i - \♦ � � 1' oG`�1 � // �/ Wed W �z J � �- � ` - .A,.) J �� -_�l � \ \ ;�}. , /, „�.T -'P� -- _" �� - cis � � 15' UTWTY EASEMENT / I '� i ' S�`15' � / � �,� A Q Q _ ��- �v � � =1 [ I � � v I C%JW � � � � TEST B ®ING - � 5 -- -��- \�\; \ \ \�� _ A - _ \ \�,�k � -� �, � �I -�, � t�iv,l'I_[� -. ���/�1 �CTN� I �'� �L/?WI`i/ % � T �2 i%i � -AI(iW 24" PVC STORM � - \- - 7 - . _ � Z B -10 � ,� `' - -. t � i / / � -� � i � % 15' UTILITY I.J.I N � Z � - _ � '3`i'LS %-� \ .. �. � -� , � � ,� _ _ � � t ffNPORARY -- � / � /' / / EASEMENT � WI � � � \ \ \ �� \ , . -`. � - - -)". CONSTRUCAON'EASEYENT -- � / / /_ / � JI I % / �/ O Y \ 4 - �. i � � r r ._ � -- - / i S9MFil ��/ / POST N \. - '� --'�- � ��� �'--- - - - -^c MH -�- -- -- -�--�_ _ _� i /_, � / / � � "�i�. ti�ur`n. si,�rlcl�lor�a Z� � �IOh�.. �;,iuiii I v 4 \ � ���'�- tom.. "rs - - - - -- - - = -��i / / // (/") _���` -( � \� ,� - ` \ ,. - _ . J� � SDMH_ /�' 24 "C [RI'Y - � SDMH 3 I W - _. � - �.- \ � N � -.. TEST BURIN .0 � _- -- - . -_ -- - � - -.. - -� I ., mot' - .. v o R r " I �.. � 2D'- TEMPORARY_ / � � _ � .J I / �\ o: , K' - I N 190890.5555 � �COtl9RU6AION'ASEMENT -� � � - � I..� -W I' _ - '� / �' B � Z Y c , � 15' UTILITY EASEMENT -.' E 1304248.6409 � ._ - ( � # aL 4 "Iv1AP 115 - - - - - - - �� � � � o E NOTE: 8' PLUG (MJ) WITH ( � � �, CONTRACTOR TO REMOVE 3 ° » > ALL UNDEVELOPED AREAS WHICH aRE 2' TAP AND 2' TEMP. AND DISPOSE OF ALL H v Q SCALE I = 2 O DISTURBED SHALL BE HYDROSEEDED. BLOW -OFF ASSEMBLY I xEw 6' SIDE SEWER � � Z N 190888.3755 �; EXISTING 4" DIA. POSTS a W ALL DEVELOPED LAWNS SHALL BE PER DETAIL ON SHT 18 �N�) E 1304366.1668 � THIS WORK SHALL BE t"„� �W a CITY BENCH MARK /266 RESTORED WITH SOD. ! 8" WATER: 45' BEND (RJxRJ) I �. CONSIDERED INCIDENTAL V � o ELEVATION: 247.87 FEET r g 'v E LOCAT/0N: Inierasct /on o/ NE 28TH ST ff !!KITH CONCRETE BLOCKING �� TO Gi'HER WORK i - e a Jones Ave NE. � i �E� � PP P + E 1304436.2868 DESCRIPTION: 1 8' co er In on 5' SIDE�SEWERS SHALL HAVE A MIN. I HDA BENCHMARK °BM -17° 8" WATER: 45' BEND (RJxRJ) dla. round coot. moo. � SET RR SPIKE IN NORTH `�' 0.2 feet down !n moo. cave. SLOPE OF 2X FROM THE SEWER MAIN .-++y ']� � °' TO THE ADJACENT PROPERTY LINES. � -° w _ - _ - - - - - - - - - - - - - - - - - - - - - SIDE SEWER STUBS SHALL BE 6 FEET - � ROOT OF A 36" MAPLE i ��® °' � _ _ _ _ _ _ DEEP AT THE PROPERTY LINE IF POSSIBLE. - - - - - - � - ELEVATION 264.00 � �_ � ���� rn �y --- ---- -- LJ �_I..� i� SSMH 6 N 190890.5555 NEW 48' SSMH E 1304248.6409 SDMH /14 N 190888.3755 N i- 98954:6886 190954.55 TEMP. BLOW -OFF ASSEMBLY NEW 48 SDMH E 1304366.1668 E ;- 384433�.3B8B 1304431.97 RIM =46#89 264.79 z N ' ^ ^,- X009:' -463 1 0895.23 8' WATER: 45' BEND (RJxRJ) 1E 16" E = i5?:-86251.49 o � � 1CK D E • °,�6..T:6� 1 4367.1 WITH CONCRETE sLOCK � $ g CERTIFICATION �¢ s �1j� SSMH 5 RIM = �F =-�-�� 263. IE 16" SW = 2626 251.39 � �� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL !��//��(S NEW 48' SSMH IE 24" NE _ �� 50.8 a `y � LOCATIONS OF THE TOPOGRAPHIC FEATURES SHGWN HEREON � tsf SDMH 3 SSMH ,fF4 N ' ^ ^T= oo9�- ^r-.;• T 90 -24 IE 24" W = �5?�3 2 0.9 N 190945.9552 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER fx. C" NEW 48 SDMH NEW 48 SSMH £ a- 384363:3864 -13043 56 E 1304436.2868 MY DIRECTION. ♦, RIM - 363-3✓ 264 Ol ° o d F.D. RINGEL L.S. 23013 DATE: I ....� 7 � ....:.........:.........:....I I''GVw '= s]'- :ii6z' Z � S"rr� -a� -a/6: d N LaJ W 2 � '- - W W Ul s N �i90896.3^+r• 190 .19 N a- 9898-1 -1-AR0. ? 90900.73 I - 8 WATER: 45° BEND (RJxRJ) 23613 E i3B4�t46:868-7 13041 .03 E ' �",�49.: =r. 13047 49.82 IE 16' NE _ ^�f 250.92 SDMH y5 i� 9� RIM = 36�:68�264.82 RIM = 2686 4.73 IE 16' W = 2Th?,2� 261.02 NEW 48 SDMH IE 24' E = 351:- 16249.95 IE i6" E _ �': � 24g.$6 N ': « 190 0.79 Aso/+ + / IE 24' W = 45 -i:B8- 249.85 IE 16" NW = :- B�249.76 E i•3Bd#3�866 #13044 46 8' WATER MAIN FROM RIM = 464:99264.89 N 190899.4896 TON 190890.5555 IE 24" E = 353:Bfr251.49 E 1304306.7071 £ 1304248.6403 IE 24" SW = 154:15-251.39 ..................... ............................... ....�----�---��-�-- - -SHALL -BE- PUSH -DN- JOINT- PIKE-----.............. .-�---�--... .-----..... ................ r TEST BORING : _ : - � � - B" WAFER MAIN FROM � � � - ... � -10.. - � BORING. - - - ---------------- --....:.........:......... .. N:190944.7206 TO N 190899.4896 .-�- -:.........:� 7 �....:..... .........:. ........:.........:.........:.. � ....-----�-- ---��-�----------- --------- O -- 6 107 ..... EXIST /NG GROUND: � SHALL BE RESTRAINED _ _ _ - _ - TEST BORING JOINT PIPE AND FITTINGS ____� - -'- y �- _ 3` MIN. COVER TP -2 - ______ _ ------------- - - - - -- -- - _ _ ` - - � � � _ -` � _ � �--- NEW 8' DI WATER MAIN WITH POLYWRAP �" 196 - 87 0.6� � LJ #9&-73 LF OF 24 ". C905 PVC SD O 0.5X : 221 86:3 LF OF 24" C905 PVC SD O �51K _ - 4}3:32 LF OF 24" C905 PVC SD O O.SX N .....' 84 ........................ 0 89 :.........:..... i86�98 L1' OF 16'� C905 PVC' SS 'O' B.3X - 4i+.3�1-' LF OF 16 "- C905 PVC SS O -0.SX- - - - - - " APPDX. BOTTOM - � � O 96:i-.'F LF OF 16" C905 PVC SS O �59F �yJ APPDX. BOTTOM W 194 0.6% OF TEST BORE - :218 OF TEST BORE GROUNDWATER LEVEL Nov. 1B. is9s _ :.. - ... _ � 4 (1 ALL WORK ON THIS SHEET !S SCHEDULE "A" - - - - PROFILE SCALE HORIZ. 1 " =30' • - - 1- - _ ��E� ��� �� ���� S- 2 1 �0 2 0 3 e _<