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HomeMy WebLinkAboutD-2884254 NE CORNER OF NE 7TH ST & ABERDEEN AVE NE POINT 1 1 ELEV. DESCRIPTION PROPERTY (FOC) Z ;r, N I 1 49.48' RT c� W (3 37.36' RT 3 A = 78' 09'38" 1/2 Q 4 +39.06 21.87' RT 214.90 L= 36.18 PT 4 +55.59 15.31' RT 216.67 CENTER: N v) 15.36' RT i 4 +56.55, 41.82' RT M 1 1 z Z Y -~ �1 (l► � �� (r � TO COORDINATE. UI ( -v In a Oo( 1 .00 N U-) (D 1 06 w u QL� -' w -j cp (,L) _ � -j W .J M (n I Q (n Q (n I Q x l F- x ► x ►- w1 (r) wlcn wlu-► I rte, Q w 00 (v IA O 40 NE CORNER OF NE 7TH ST & ABERDEEN AVE NE POINT OFFSET ELEV. DESCRIPTION PROPERTY (FOC) Z ;r, N I BEGIN 49.48' RT c� W (3 37.36' RT 3 A = 78' 09'38" 1/2 Q 4 +39.06 21.87' RT 214.90 L= 36.18 PT 4 +55.59 15.31' RT 216.67 CENTER: N v) 15.36' RT 217.08 4 +56.55, 41.82' RT M 1 1 z Z Y -~ m h� W N TO COORDINATE. J� O( In a Oo( 1 .00 N U-) (D 1 06 w u QL� -' w -j cp (,L) _ � -j W .J M O Z Z' M tp Z (J ? I l O m Z . ) `� (�) ui I 1 w N w ~i u ' N Z O cV M N �[ 1(,4 u� w (v I rte, Q w 00 (v IA O 40 r� Q Z + J �W N Q � I II v Iwcv � + Q + II O� 1� + Q� tD N +W OOQJ Vf co w r'') cD �+ ►_ cn O O O O O �_`rwN O Z Q O Z qt J W % Q (n ,Q II w w (� w ,� cn Q w II '�' m Q + Q N � m + + c~n cr (n v~i � _j N V~y d- VV) W U � W 1 W VA J N Q w ~ w w w V w z � Qi II II Q II 1 i� _� NE CORNER OF NE 7TH ST & ABERDEEN AVE NE POINT OFFSET ELEV. DESCRIPTION PROPERTY (FOC) Z ;r, N I BEGIN 49.48' RT c� R= 26.52 PC 4 +30.40 37.36' RT 214.49 A = 78' 09'38" 1/2 Q 4 +39.06 21.87' RT 214.90 L= 36.18 PT 4 +55.59 15.31' RT 216.67 CENTER: END 4 +71.34 15.36' RT 217.08 4 +56.55, 41.82' RT 3: 1 , E INYo Cgs V - prY N ` - STREET 5 NE 7TH V) O � � 1 M .- _j N W• �- N .6 . w p so _j z W U - (1, W w W _j i In W ua 00 (.0 �� _..J I Ql J r1N Z � I Z u') N I CO I W00NN� W mIN Q .N� < + II PD cD m of 000 II 0 Pr) V_ w N N M U a r- J N ►= V w to Q II II V ~ ~ II Q Z cn Q wccn �ww �H xi►a- x► w W LO r W W cn cc \ 1 �- W W' 4 e - V 20' 10' 0 20' 40' NEW 1� �• ♦i, IP ROADWAY & STORM DRAINAGE NO a a p�osolw om.'!'` 10, , ► �"� , . - �► 0�� / Q © CONTRACTOR CONNECT 1 DRAINAGE • • '� CONTRACTOR SMALL REMOVE AM WASTEHAM EdSlING INIXT, CAM La 11ASINS OR STM DRAIN MANHOLE • r �- ��� 6+00 7+00 DRAIN PlIPE 07H FERNCID ADAPTER. _ 01 1" 7401 CONTRACTOR SHALL CUT AND CONNECT _STlNG; STORM DRAIN PIPE TO NEW CATCH BASH. G►� • - • _ in AM • ; • • , ` w . O END OF • DRAIN _G STIP . - -- -� ................ C5) CAU71ON: POTENTIAL UTILITY CONFLICT. CONTRACTOR 70 USE *E7HAFOAM' NO AS SEPARATION tultl UTILITIM REMOVE AM WASMNAM EXSTM STORM DRAIN PIPE. . _- I � - , . =:. X11+ �I�Mr1� !!��I�I�I�IL�I���I�I�I�I�1�1 �I��i�C'iI�IMII�I ��������■ � ■��►.� NOI� �I�I�I��I�I �III�II�I�I�S! cr��„�i1 � I it Lo r CONTRACTOR Ln 0 CONTRACTOR SHALL ABANDON STM CATCH BASIN OR MANHOLE IN PLACE. 4 <j> CONTRACTOR SHAU POTHOLE TO VERIFY DEPTH AM MATIM OF EINSlING 4 p% "WTS 111117H THE INSIALLAT1001 OF tj, WA7ER I.M. F 7HE WATER UK CONF OP THE CATCH BASK THE WATER LINE SHALL BE RELOCATED PER THE CITY • '� ♦'•: '� 1 �' ' rte• - � ` LA P 7 10 m SE CORNER OF NE 7TH ST & ABERDEEN A SS CONTRACTOR SHML REMOVE, )TECT. AM RELOCATE DUSTING r aaaa OFFSET Au 1 � PROPERTY as Z ;r, N I c.., 49.48' RT c� R= 25.00 PC 4 +42.76 44.53' RT 213.86 u , 24.62' RT 215.27 U) PT 4 +67.51 16.00' RT 216.94 CENTER: END Q N N N N �'�, ` ►- ~, r 1 1 z CV N Z Y -~ m - a w 0 � TO COORDINATE. J� O( In a Oo( J� U-) (D 06 N tl) i I I I { Z p Ln I _ � I I r-- - 00 M I Z' .- I 00 + nj r�i 1 W Sh _ I N N O O to 1 d N O _ _ N�� C N rrl 00 In It Q0 I w � O N O ( -V � w r'') cD cn O O O O O o) 0 + 0000 Q + 1 + 00 m + + r- Nt N N N N d _j N d- J N CN U � J J N Q w ~ w w w V w z � Qi II II Q II 1 i� _� II 11 a POINT OFFSET ELEV. DESCRIPTION PROPERTY (FOC) Z ;r, N I BEGIN 4 +43.46 49.48' RT 213.84 R= 25.00 PC 4 +42.76 44.53' RT 213.86 0 = 98' 06'53" 1/2 A 4 +48.62 24.62' RT 215.27 L= 42.81 PT 4 +67.51 16.00' RT 216.94 CENTER: END Q cr 4 +67.51, 41.00' RT x I- 1 x ►- x ►- w ►- x m I- U V) w U, w w w w a, w I w to � W W Z to cr w w to oC W U 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAL STS 24 & 27. w = = 6" W APPX 5' = 13 SAWCUT EXISTM�G DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN Z "' :FROM CURB CB N0. 93 THE FIELD BY TAE ENGINEER. WASIEHAUL EXISTING PAVEMENT AM w °L :2' -10" TO TOP REPLACE DRIVEWAY IN KIND. : > I 6 .. W : Z EXISTING I S T I FJ G GROUND = t 4 CONTRACTOR SHALL- MEAT UK SAWCUT EXISTING SIDEWALK AND /OR CURB, 230 I 210 230 245 6 W 230 O w -� ANIO REM011E AHD wASTEHAUL CONTRACTOR TO INSTALL L,�.1:1.. + . ,. LLF vA �oN . -� ��fj'� /i CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. � z I EXISTING GROUND / � <*\ � ELEVATION m © Q :0 ��\ 15 CONTRACTOR SHALL PROTECT EXISTMG HYDRANT, SIGN, WALL, FENCE, Z ►- CB NO. 98 \ ��/ �''i.�� /� AND/OR LANDSCAPING DURING TION. "' / \ / /� 32 LF - 12" CPEP STORM: PIPE / \ \\�� 225 205 ^ / %� \,.� 225 240 s =o.o20 �\ \l /` / 18 VACANT. ..................... ...... . . .. ...-- ......... -- - .............. .... .............:.. .15.IF..- ..1:2. "..CPEP..STORM.. PIPE......:..... ............................... / \�,/�. _ ............. .................... f/,�./ ................... ............. .............. S =0.093 � �\ �� 1 CONTRACTOR SHALL REMOVE, PROTECT, AND RENdSTALL EXISTING FENCE. -�,y �I /� /� 5,a• /•. //\ P�pE. ,- 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, � M P`p � PAVEMENT AM Oft CURB. S� 0 Z20 235 235 -GAS .................................. . ............... ..........•. ..... ................... ..................• ............ ... : ................... ................ ................ ...... .............. ........................ ....... ........ .1........... % .. ................ ............... ... . ..... 19 CWTRACTOR SHALL FURNISH AM INSTALL CEMENT CONCRETE TRANSITION EXIST 1 ' WATER /� \. LF 2 ��� /� \ //` F SECTION 11TH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET STORM PIPE Cos 27. �.r S E DEFLECTE / / -� - = = // ' ABOVE SS CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE DUSTING SIGN. WATER �� _- = - �� � ,- 215 /` // ,'� : 215 23� 230 . /�\ / . • . .. .. ... - / �/� y P �R : 21 CONTRACTOR SHALL FURNISH AM INSTALL K AM STOP BAR AND/OR ............ � ................. �... .... �............................. .......... . ..... V�4.................... .......... R P : w PN�� P �` -�= O �P CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER �• GP Ogp Q : CITY OF RENT ON STANDARD PLAN N O. 006.1 � 210 ��` \\ �� - 2 s'o X 12 = 210 = - v��-R 225 CONTRACTOR SHAM FURNISH AM INSTALL 4-*X>n COMPACTED DEPTH �� \/ ........ ...; 4�. Q. ,:....... .................. ........................ ....... �... �(............................. ....:................... :................... :................. :............... ��� � � : `� N�� PR • �� BARK MULCH. SS *1 CON SHALL AMID INSTALL ASPHALT TRANSITION - : " 1 � SECTION VATH CEMENT CL�RB END SECTIONS. 40 LF 24 CPEP STORM PIPE 20S �- " s= 0.044 205 ZZQ : !� 220 19 CONTRACT SHALL CONNECT SANITARY WE SEAR TO 1RlNrK PER CITY SFIEtIFICATOM - *- ,• � � � � -� EXISTING GROUND @ � � 49 AEMOtiE SANITARY SSE SEAR MANHOLE OF JTH STREET N.E. : I OCAIM OF EX0S1N1Kr DRAM! ATE. CONTRACTOR SHALL POTHOLE FINISHED GRADE 200: 0 200 215 FL+OM�JNIE IbGMT 70 VOWY L�OCAMONI. ... ......................... .. .............................. ............................... 210 0'), '► C14 Ilou l�l N C4 04 C4 100: \ N `�°-' r N 103 210 ` '` '` '` 210 T SURVEY STAMPED BY N 4f00 s*00 - W af00 7♦00 f00 J. PIERCE, FILM 33147 s a ON 2M4W W Q 3 Q ORIONrA1 S�OMATt�m ON OESIOM �'um o 0 Z W o 3 H o Z W o W 3 Z CB -92A, TYPE 2 -48" S I, Z (� Z �, w - z z Vf 3 a a R a s (L 1 . a s . a. n. a FRAME AND GRATE E' P Il m 'OR Al�OIVA l n(S V V u a a °� a a a `'� °� a s a aW a STA. 7 +78, 15' RT For Cb ti by �• Sddn* Z LiJ t1 11 Li , %.0 V V V V V V V V V V V '.•'' V U V Ii ii s SN CrOfMti PI��s �� _ N J R R N v N = N R R RIM EL 42.3 242.67 ep `" �� �� ► d v d (-'d ' v v ►_� 1-14 ; v (,v '.w 0 J N N N N W _j + • W N N W N N N '- 'v 24 E= 2 237.43 � Dmip or � d ( 1,4 m ) . t -.1 w w w w (Y 24 IN = 236.36 �� J 1 1 1 1 r, -) I I I r., I I I ir(� K 1 1 1 1 O 1 1 1 1 1O Ih 1 1h I I I r I I OP In j �.4 I v f,4 r ., N► N Iri O N (14 (s) i N O fYl r II II . tf N (v it r u 1 u ! ^ ! h v O 2 IA w (to + ( l (�) l /1 + } . + + r r r + + N t + 1,4 1-4 V (J (v (v v (.v ,-J iv v r (v (v Cv v J (v (v (v (-v qe _I N N N ...J NN N J 640 ...1 N r 1 ry (v I,i t.I ► - t.� ► IIj Z = W Zr W Z W Z W (, ► Q II II II II (n < II II II (ri ,1 II II II n d II II II II t w N N N N N N N N 40 N N N N N (( II II TWO WCMES AT FULL SCALE. X o, z' X .- w I J w w w Uj (,f) t,1 Lil I.1 t, I (n LA ►,1 ►. -1 I.I (n �. LA I LAJ w I.I I , I [2' w w F NOT, SCALE A(�CCIROINGLY ~p 4PJ7 s w-wu APR ! t ,� r_ , n • � ,� c�� � � t 0 ROLL19;� FR 280 0 w I LIJ C4 W = -% LAJ Z a � Z p. W z o Z z p �0 J 'c 0 V)�3i z 3c 0 O n Q N O • I� w 00 cO r� PROPERTY N Z ;r, N I + 10 CONTRACTOR SHALL NEAT UK SAV=T EXISTING SIDEWALK AND OR CURB, T- V) W 0 s = 00 AND REMOVE AND WASTEHAUL CONTRACTOR TO ALL to w o `" C14 Q J V) CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. clq Q � II o a �N N � 11 CONTRACTOR SHALL ADJUST CITY- OVINED MANHOLE, CATCH BASIN, O Q cr •• W VALVE BOX, CLEANOUT, T CASE FRAME 70 GRADE. UMUTY CC�'- z x II Y ANY TO ADJUST GAS VALVES AND/OR M CONTRACTOR m ��- w( a w 0 V) TO COORDINATE. x I- 1 x ►- x ►- w ►- x m I- U V) w U, w w w w a, w I w to � W W Z to cr w w to oC W U 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAL STS 24 & 27. w = = 6" W APPX 5' = 13 SAWCUT EXISTM�G DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN Z "' :FROM CURB CB N0. 93 THE FIELD BY TAE ENGINEER. WASIEHAUL EXISTING PAVEMENT AM w °L :2' -10" TO TOP REPLACE DRIVEWAY IN KIND. : > I 6 .. W : Z EXISTING I S T I FJ G GROUND = t 4 CONTRACTOR SHALL- MEAT UK SAWCUT EXISTING SIDEWALK AND /OR CURB, 230 I 210 230 245 6 W 230 O w -� ANIO REM011E AHD wASTEHAUL CONTRACTOR TO INSTALL L,�.1:1.. + . ,. LLF vA �oN . -� ��fj'� /i CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. � z I EXISTING GROUND / � <*\ � ELEVATION m © Q :0 ��\ 15 CONTRACTOR SHALL PROTECT EXISTMG HYDRANT, SIGN, WALL, FENCE, Z ►- CB NO. 98 \ ��/ �''i.�� /� AND/OR LANDSCAPING DURING TION. "' / \ / /� 32 LF - 12" CPEP STORM: PIPE / \ \\�� 225 205 ^ / %� \,.� 225 240 s =o.o20 �\ \l /` / 18 VACANT. ..................... ...... . . .. ...-- ......... -- - .............. .... .............:.. .15.IF..- ..1:2. "..CPEP..STORM.. PIPE......:..... ............................... / \�,/�. _ ............. .................... f/,�./ ................... ............. .............. S =0.093 � �\ �� 1 CONTRACTOR SHALL REMOVE, PROTECT, AND RENdSTALL EXISTING FENCE. -�,y �I /� /� 5,a• /•. //\ P�pE. ,- 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, � M P`p � PAVEMENT AM Oft CURB. S� 0 Z20 235 235 -GAS .................................. . ............... ..........•. ..... ................... ..................• ............ ... : ................... ................ ................ ...... .............. ........................ ....... ........ .1........... % .. ................ ............... ... . ..... 19 CWTRACTOR SHALL FURNISH AM INSTALL CEMENT CONCRETE TRANSITION EXIST 1 ' WATER /� \. LF 2 ��� /� \ //` F SECTION 11TH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET STORM PIPE Cos 27. �.r S E DEFLECTE / / -� - = = // ' ABOVE SS CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE DUSTING SIGN. WATER �� _- = - �� � ,- 215 /` // ,'� : 215 23� 230 . /�\ / . • . .. .. ... - / �/� y P �R : 21 CONTRACTOR SHALL FURNISH AM INSTALL K AM STOP BAR AND/OR ............ � ................. �... .... �............................. .......... . ..... V�4.................... .......... R P : w PN�� P �` -�= O �P CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER �• GP Ogp Q : CITY OF RENT ON STANDARD PLAN N O. 006.1 � 210 ��` \\ �� - 2 s'o X 12 = 210 = - v��-R 225 CONTRACTOR SHAM FURNISH AM INSTALL 4-*X>n COMPACTED DEPTH �� \/ ........ ...; 4�. Q. ,:....... .................. ........................ ....... �... �(............................. ....:................... :................... :................. :............... ��� � � : `� N�� PR • �� BARK MULCH. SS *1 CON SHALL AMID INSTALL ASPHALT TRANSITION - : " 1 � SECTION VATH CEMENT CL�RB END SECTIONS. 40 LF 24 CPEP STORM PIPE 20S �- " s= 0.044 205 ZZQ : !� 220 19 CONTRACT SHALL CONNECT SANITARY WE SEAR TO 1RlNrK PER CITY SFIEtIFICATOM - *- ,• � � � � -� EXISTING GROUND @ � � 49 AEMOtiE SANITARY SSE SEAR MANHOLE OF JTH STREET N.E. : I OCAIM OF EX0S1N1Kr DRAM! ATE. CONTRACTOR SHALL POTHOLE FINISHED GRADE 200: 0 200 215 FL+OM�JNIE IbGMT 70 VOWY L�OCAMONI. ... ......................... .. .............................. ............................... 210 0'), '► C14 Ilou l�l N C4 04 C4 100: \ N `�°-' r N 103 210 ` '` '` '` 210 T SURVEY STAMPED BY N 4f00 s*00 - W af00 7♦00 f00 J. PIERCE, FILM 33147 s a ON 2M4W W Q 3 Q ORIONrA1 S�OMATt�m ON OESIOM �'um o 0 Z W o 3 H o Z W o W 3 Z CB -92A, TYPE 2 -48" S I, Z (� Z �, w - z z Vf 3 a a R a s (L 1 . a s . a. n. a FRAME AND GRATE E' P Il m 'OR Al�OIVA l n(S V V u a a °� a a a `'� °� a s a aW a STA. 7 +78, 15' RT For Cb ti by �• Sddn* Z LiJ t1 11 Li , %.0 V V V V V V V V V V V '.•'' V U V Ii ii s SN CrOfMti PI��s �� _ N J R R N v N = N R R RIM EL 42.3 242.67 ep `" �� �� ► d v d (-'d ' v v ►_� 1-14 ; v (,v '.w 0 J N N N N W _j + • W N N W N N N '- 'v 24 E= 2 237.43 � Dmip or � d ( 1,4 m ) . t -.1 w w w w (Y 24 IN = 236.36 �� J 1 1 1 1 r, -) I I I r., I I I ir(� K 1 1 1 1 O 1 1 1 1 1O Ih 1 1h I I I r I I OP In j �.4 I v f,4 r ., N► N Iri O N (14 (s) i N O fYl r II II . tf N (v it r u 1 u ! ^ ! h v O 2 IA w (to + ( l (�) l /1 + } . + + r r r + + N t + 1,4 1-4 V (J (v (v v (.v ,-J iv v r (v (v Cv v J (v (v (v (-v qe _I N N N ...J NN N J 640 ...1 N r 1 ry (v I,i t.I ► - t.� ► IIj Z = W Zr W Z W Z W (, ► Q II II II II (n < II II II (ri ,1 II II II n d II II II II t w N N N N N N N N 40 N N N N N (( II II TWO WCMES AT FULL SCALE. X o, z' X .- w I J w w w Uj (,f) t,1 Lil I.1 t, I (n LA ►,1 ►. -1 I.I (n �. LA I LAJ w I.I I , I [2' w w F NOT, SCALE A(�CCIROINGLY ~p 4PJ7 s w-wu APR ! t ,� r_ , n • � ,� c�� � � t 0 ROLL19;� FR 280 0 w I LIJ C4 W = -% LAJ Z a � Z p. W z o Z z p �0 J 'c 0 V)�3i z 3c 0 O n Q N O N in d. Y N N N m 3 T- V) W 0 s = >' M UV) j