Loading...
HomeMy WebLinkAboutD-288427h F W W Z 1A W W N O N r H 1A W J Z V F SW CORNER OF NE 7TH ST & DAYTON AVE NE POINT OFFSET ELEV. DESCRIPTION (FOC) to < 0 BEGIN 49.55' RT 278.71 R= 25.00 PC 13 +05.44 16.00' RT 278.90 A = 81' 42'17" 1/2 A 13 +21.79 22.09' RT 279.00 L= 35.65 PT 13 +30.18 37.39' RT 278.95 CENTER: END 13 +31.62 47.29' RT 278.83 13 +05.44, 41.00' RT w () 1 ) 1 �) F- J w Q c J r- wuo I cv U-) cr +i `r rn �. I o + cn x I Q w I W 00 Z U Sco I IU 00 w coloo- io%Z�o SE CORNER OF NE 7TH ST & DAYTON AVE NE POINT OFFSET ELEV. DESCRIPTION (FOC) to < 0 BEGIN 13 +57.42 49.55' RT 278.71 R= 25.00 PC 13 +56.70 44.60' RT 278.78 0= 98' 1701" 1/2 A 13 +62.53 24.65' RT 279.62 L= 42.88 PT 13 +81.44 16.00' RT 280.46 CENTER: END cr 13 +81.44, 41.00' RT l� W a W W a t m F IW Z NJ t V F- 26 LF - 2" DI: 54: LF - 12" � C EP z :STORM PIPE: S= O.aE46 STORM PIPE S= 33 LF - 12" CPEP 0.002 a STORM PIPE -- 290 � : � - S =0.062 CB -84 CB -83 6" WATER _ zo CB 80 : CB--81 2 ....................... ... ...... .. .............. ..:..... ............. ............ �D .. 80 ,. ,�, ..................:............ ....:.. :......... :................ ....... . .............................. ................... ................... .................. .................... :............... . 6 :GAS : EXISTING: GROUND ............ ELEVATION 12." STORM 0 285 CHANGE ► . . .............................. \ \1��� � CB -83, TYPE 2, 48 DIA: F� 6 GAS: I w L8 W / \ \ /�\ / /��j� f' STA. 13+18,: 37'LT WA TF R : ~ I TOP EL 277.6 r S r BOT EL 276.6 FRAME AND GRATE � � Q ,. RIM EL = 79. 279.09. 012" � � 12 SEW / � \, /� . . 280 : 12" S LIE= 2 .0 272.92 SS I : : : \�\\ " \ \ , . =0.02 56 :..12.. E LIE =. 6. 27 ;:09 I \ �'� \�,,�\ \.�,�...�. .��. ` .........................:...................:.................. ............................. Ss ... ...... ........�............... ............... \.��\ 223 LF 24w CPEP \ \/ SEWER 27S : _ E X 2'� N : : 275 C SA 1TA _--- `� -.. --r _ :............ ..... :............:................ :...................:...... ............................... - .:.... ...........:............... . .............................. .. .......... ... ..... ........... ..... �.� .0309 . ' - -- _ - _ . E S =0 _- - M - PIP _ _._._._ _ SS LOWERED OR "CPEP- - -STOR _ -- - _ _ - - -- - _ _ _. BELOW M LF _ - 18 - 270 f _ - -`� - ST DEFLECTED Z70 ................. _ ,..� ..... ............... :...... ............................................................... ............................... . �ADOVE �$� CB 80 ST DEFLECTED CHANGE N IE S CB 82 ABOVE SS S - 'SS LOWERED CHANGE N IE SS TOP EL 213.82 : 6" PVC 26S EL LINK. 266 : BELOW.. STORM. :... (SS meaaiure at .........:..... .......................... ...:. ........ ............................................ .: ...... ......... . SS LOWERED Tee EL 273. ............................ BELOW STORM �- EXISTING ("ROUND 4 59 LF - 24" CP OF 7TH STRFF T N E STORM PIPE S =Da 1 0.023 FOW&M GRAM FLmm muff Z60 � � Z60 ....� - � U-) r a1 it. v 00. 00 aJ: ed j lV �:lr/ ' t: v v. N r4. r i•=•. 12+W 13+0 a 4 L7 RAJ j Y kL) r u) �P r- I N 1 J IV ► LA I X cr .aJ W W CB -82 TYPE 2, 48 "DIA ROUND, SOLID LID, LOCKING STA. 13 +27, 15' RT RIM EL = .31 279.M 24" E IE 272. 272.14 24" W IE 2 00 .90 272.74 12" N IE = 6. k 2. 27L79 14+00 C8 -80 TYPE 2, 48 "DIA STA. 13 +86, 15' RT RIM EL 21k. 25 2M.M 24" E LIE = 274. 274.2 24" W IE = 2'M25 .25 274.M 12" N IE 05. ft 4. 274.74 ROLL 1 9� 7 l s+oo FR 282 20' 10' 0 20' 40' CONTRACTOR SHALL REMOVE AND WASTENAUL CAMIS IN WIS INLET. CATCH BASK OR DRAIN 0 CONTRACTOR SHALL. CMNNECT EXOSINNG oRAINAOE PIPE 710 NEW STORM DRAIN PIPE WITH FERIM 0 CONTRACTOR SHALL CUT AND CONNECT EMST11NG STORM DRAIN PIPE TO NEW CATCH DASMN. O4 CONTRACTOR SCULL INSTALL PEIIMAIN&w"T OONCREIE PLUG IN UPSIREAM Ella OF STORM DRAIN PIPE. O POTENTIAL. U111.I7Y 7+01 USE IETHAFOAMO PAD AS SEPARATION © CONTRACTOR SHALL REMOVE AND WAS7EHAUL E)OSTING STORM DRAIN PIPE. 0 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. ® CONTRACTOR SHALL POTHOLE 70 11ERFY DEPTH AND LOCATION OF DOSTING WAIER LINE F THE WATER LIM CONFLICTS WITH THE INSTALLATION OF TIC CATCH BASK THE WATER LIK SHALL BE REL.00:AIED PER THE CITY SPECI IC.AIIOINSr O CONTRACTOR SHALL REMOVE. PROTECT, AND RELOCATE E uom HE W 14 WALL, AND/OR ROCKERY. COOMINAX S7H PROPOtTy OWNERS. 10 SHALL NEAT LIB SAwCUT EISTING SIDEWALK AND CURB. AND REMOVE AND 70 CEMENT ROLLED CLM AND REPLACE IN KIND. 11 CONTRACTOR SHALL ADAW 07Y-004M MANHOLL CATCH BASIN, VALVE 8001. CASE FRAM 70 GRADE. UTILITY COMP- ANY 70 ADJUST GAS VALVES AND/OR MM440HE MA04CLES. CONTRACTOR 710 COORDINATE. 1© CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONMTE APPROACH. SEE DETAL SHEETS 24 & 27. 1© SAWCUT EKOSTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN THE FIELD BY THE ENG11NEER. WASTEHAU1L EMING PAVEMENT AND REPLACE DRIVEWAY IN KID. 14 CONTRACTOR SHALL NEAT LINE SAVICUT DOSTING MEWALK AND CURS. AND REMOVE AND w CON TO IINS� CEMENT VERIWAL. CURB AND REPLACE SIDIEWALK MI KID. Ig CONTRACTOR SHALL PROTECT EXISTING HYDRANT. SIGN. WALL. FENCE. AID /OR LANDSCAPING DURING,: CONSTRUC7101N. 1d VACANT. 1© CONTRACTOR SHALL REMOVE. PROTECT. AID REINSTALL FENCE. 1 a CONTRACTOR SHALL REMOVE AID w SfoEw" PAVEMENT. AND/OR CURB. 19 CONTRACTOR SHALL FUR7MSH AND INSTALL CEMENT CONCRETE 7RANSI7ICN SECTION STFI CEMENT CONCRISE CURB END SECTIONS. SEE DETAL SET 27. ® CONTRACTOR SHALL REMOVE. PROTECT. AND RELOCATE EXISTING SKIN. 0 CONTRACTOR SHALL AND INSTALL PLAS71C STOP BAR AID /OR ® CONTRACTOR SHALL AND INSTALL CURB RAMP 'ALIERINAV PER CfTY OF 0104 ON STANDARD PLAN NO. 00&1 ® CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH BARK MULCH. 14 CONTRACTOR SHALL AID INSTALL ASPHALT CLwa WE IE 7RANSI7ION SECTION S7H CEMDlT CON1011 CURB END SECIIONS. ® CONNWVZ OR SHALL COIIMIECT SANITARY SIDE SE118R TO EIOSINNG MM PER GTY WIFTEOFIrAIMM ® REMIMOW SANITARY WE AMR ® A j)cAT10M OF 0101ING DRAIN AFFFRIOMMAIE CON7RAC7Q1R SMALL P07HOLE 70 VVIFY LOCATION. AS -BUILT As -�w�T SOW" STAMM MY DENNI� J. PIERCE, PLON! 33147 ON 3m4m NOTE• PINK "m Ismosimid For Owky by Cky. sm callow. Phm for OrI4wIRSI DS•Mp ORIONIIAL SH MATUIM ON DES10M PLPM �o�■�w■� row �v� IOWAN !�w NNE op son 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCOROAY N 1 (n W w z �v a• z� w � { Z aC O V s� O N 0000 a. a to < 0 O o }. C4 N M m 3 2 = e z 0 D m .CD0 S 0 N <0 0: 5 in WV cr W .. O U V Y 0 0 Z Q W a 4c CL 0 V 0 U 33 3 O a 0000 a. a 00 'a O N T-00 < 0 O o }. Z cn 0 N m0F= U L) U) o �_ 0: 0 OJT z 0 D m .CD0 S 0 N <0 0: 5 in WV cr cr.q0 � r ~ �i-z O U V NW 0 Z owme•-v MR Z; If f' : �� • >,repv j O a oc" �4047 W � F i � W _� t to 3t ON O ou Y Z SHEET: s OF: 32 ,ioe NO.: 00716 owc: aLANa • A O w N J 0 ;c 0 fn ' 0 ;Kv N k�J c7 rri 4�6 ^J '� J 4