The URL can be used to link to this page

Home My WebLink AboutD-28842D§k NE CORNER OF NE 7TH ST & KIRKLAND AVE NE POINT OFFSET ELEV. I DESCRIPTION I < 04 0 (FOC) C" C4 0 go 16.00' LT -A IL Rm 25-00 PC 38+27.24 41.65' LT 349.50 L1= 91 * 2845* 1/2A 38+34.22 23.55' LT 349.88 L= 39-92 PT '-3& 38+52.23 16.00' LT 350.59 CENTER: 23 � a C4 V) X 38+52-23 41.00 EX 12" CC STORM KEPT IN SERVICE �s % 4 rAET/ 121' c HE D w- N OR o, 1 2" 111 fps ELEV. DESCRIPTION < 04 0 9., C" C4 0 go 16.00' LT -A IL R= 700.00 + 13-60' LT >- LD A w 18* 58'17" 1/2 A 40+14.61 N W 00 L= 231-78 0 Z • -J w w (n + CENTER: 23 � a C4 V) 38+99.229 684.00' R� LT Ir iij U) N EX 12" CC STORM KEPT IN SERVICE �s % 4 rAET/ 121' c HE D w- N OR o, 1 2" 111 GAS SERV NE 7TH STREET LEFT POINT I OFFSET ELEV. DESCRIPTION < 04 0 -j C" C4 0 PC 38+99-25 16.00' LT 152A� R= 700.00 to 13-60' LT 347.33 A w 18* 58'17" 1/2 A 40+14.61 6.42, LT 40 L= 231-78 3/4A 40+71.30 5.480 RT 347.33 CENTER: PT 41+27.94 21.45' RT - 347-27 38+99.229 684.00' R� C N (X) t (yj f cp 00 t WJ 6 Ni LA + W (f) a I I w N N r .- / w cn cr I, I I. r W L.1 U) ('r c 0 _ Z QQ 9 O� J n9 GAS SERV NE 7TH STREET LEFT POINT I OFFSET ELEV. DESCRIPTION < 04 0 (FOC) C" C4 0 PC 38+99-25 16.00' LT 152A� R= 700.00 1/4 A 39+57.13 13-60' LT 347.33 A w 18* 58'17" 1/2 A 40+14.61 6.42, LT 347.39 L= 231-78 3/4A 40+71.30 5.480 RT 347.33 CENTER: PT 41+27.94 21.45' RT - 347-27 38+99.229 684.00' R� . , I - - 6 w- -Afi- k , �� 099 C! r77 (f) 4-�T IN SE E V, I -T T T Q) T I 1-z w 39+00 4 5 C.) 3 Ilk s �00 37+00 s 7. "-,NOTE 30 s 6" S'TIP G SS 36+ SS NOT FOUND CB NO. 37 ESTABLISH FROM ELEVATION POINTS STA. + LT GIVEN IN PROFILE #3110 9 Ln \N - - ---- - 6 vc 0 T- T- 20# 101 0 20* 40# 1 1 1 1 1 ROADWAY & STORM DRAINAGE NO <D C0147RACTM SUNLL REMOVE NO WMMVA& 00SWC KU. CATCH SAAK ca Sim DRAIN " Q2 CONTRACTW I El 15 1 t PIPE 70 NEW STORM DRAW PIPE " FEAN•• ADAPMt CONIRACTOlt SMALL CUT AND CONNECTCAMIS 11111 w1w STOW DRAW PIPE 70 NEW CATCH BASK CON7RACTOR SHALL INSTALL T PLUG IN UPSTREAM • No S END f E)IISIVIQ • PIPE CkFWt POIDMAL, UTIM CMFUCT. CONTRACTOR TO USE &ETHA�� PAD AS 311PARA71ON .77=714 U11J7EL /'SS 36+18 1 `_ O D 4-L <1 EXISINIMIG STORM CONIRACTW SHALL REMOVE AND WASTEHAIAL DRAIN POPE U-) 0 CONIRACTOR' SMALL S CATCH BASIN Oft IN PLACE 5 0 a C0147RACTM *1011 POIHOIX TO VER" DEPTH AND I.00ATION OF EXISINW1 NOTE: STATION LINE BEGINS DEVIATION 9 n WAIM LINE F THE VAIM LINE CONFUC73 VM 7HE INSIX.I.A71ION OF T � ff�l �co lu FROM RIGHT-OF-WAY CENTERLINE. IM CA" SOAK 71HE WA70 LINE SHOAL BE RELOCATED PER 7HE CITY' rA )10 co z w 1- 4 SPECIF cm 5 w Zj, I � () - u + #3033 i o Zo u w SE CORNER OF NE 7TH ST & KIRKLAND AVE NE _J- 00017RACT011t SHALL REhOWE. PROTECT. AM RELOCATE EXISI J Q J O L� r . / / A Qrw + "I I rw") YZ f r) '04 SAM WALL, ANDJOR 110UMtY. C DRIDINAX 117H SW %.pvn"cn OF If I n a CC lrxr%Lpm,4LJ AVE NE Lk) m r12 z rT1j POINT OFFSET ELEV. DESCRIPTION < 04 0 (FOC) C" C4 0 BEGIN C4 R= 11.50 PC 37+34.84 16.00' RT 347.33 A= 109* 47'06" 1/2 A 37+44.25 20.89' RT 347.39 L= 22.04 PT 37+45.66 31.39' RT 347.33 CENTER: END 37+42.30 - 40.75' RT - 347-27 - 37+34.84, 27.50' RT1 LA CN (N > K) 01 try + + (r) f 1 11 00 rt + 11 00 r�- U) U) < 00 Go r'l -j d z w z 41 / Ln z II <t m > m V) (-) W LLJ U) [Y (J) POINT OFFSET ELEV. DESCRIPTION < 04 0 (FOC) C" C4 0 BEGIN C4 R= 30.00 PC 37+85-65 33.90' RT 348-25 A = 61' 57'52* 1/2 A 37+96.68 22.28' RT 348.65 L= 32.44 PT 38+12.18 18.00' RT 349.18 CENTER: END 38+47.87 18.00' RT 350.18 38+12.13 48.00' R ly I ON T CONTRA /Olt CTOR SHALL NEAT LAW SAWCUT DOS SIDEWAIX AND cura AND REMOVE AND WAS7EHAUL Cal I CONTRACTOR TO INSULL CEMENT CON-1-1 ROL1.ED CUM AND REPLACE SIDE'WALK IN KW. CONTRACTOR SHALL ADAM EX11S7ING1 CITY - 004 MANHOLE. CATCH 111WIkSK VALVE SM T. MONUMBIT CASE FRAME 70 GRADE. UIKJTY COW- ANY 70 ADJUST GAS VALVES AND/Olt TELEPHONE MANHOLES. CONTRACTOR TO C-00111011AX 1 b CONTRACTOlt SHALL FUMISH AND INSTALL aMWIT 0 1 ICIMM APPROACH. SEE DETAIL. SHEE75 24 & 27. C13 NO. 40 CB-41 40 LF - 1 �"V CPEP CB-39 lt(3AS 00 1 SAWCUT EWTING DRIVEWAY FULL DEPTH AT LOCATION 70 BE MARKED IN STORM S=0*�k 0.0635 6 C" 0) C'4 L6 7HE FMD BY THE ENGINEER. WASTEHAtML CA gi *5 111mw PAVEMENT AM Lo L0 REPLACE DRIVEWAY IN KIND. 10" WAIrP 360 360 19 CONTRACTOR SHALL NEAT UK SAWCUT 007M SIDEN AND OR CURBS .............. .... ... ....... . ................ ........ ........ ..... .. .................. ...................... ........... . ....... ...... ........ ............. ... ........... ............. ....... .......... ................... ..... .. 345- 345.... . ..... \ . . ....... .................. ................... ................... .................... AND REMOVE AND WAS7EHAU1L %AxwLM7E. CON11RACT01t TO INS ALL U "s[ vvf P GRADE: WHM CONCRETE VERTICAL. CURB AM REPLACE um IN Kw. CEMEW T I L A �'X FUMINE LE" [J 57 CB-37: CMIRACTM SHALL 07ECT EMING HYDRANT* SM. WAUL, FENCE., GAS SERVICE 12sp 10" WA I [,-P s AND/Olt LANDSCAPING DURING CONSIRUCTION. 710R�f PE s (",Pro- GALV. 5tdN 355 355 24 STOW LCWNERED ........ . ...... ........... ......... .. ... ........ ............ .................... ................. .0.0.57.. ..3.40 ..... ... ............. ................ ... ... .. "4- : ................. ?t ................ ............. ................ ............................... --------- -- ....... ........... VACANT. :n n 1." CB-38 EXISTING STORM DRAIN SHOWN IN -L PROTECTS CONTRACTOR SHALL REMOVE. AND REINSTALL E)GSTING FENCE. PROFILE VIEW IN DESIGNATED AREAS EXIS SIDEWALK, ONLY TO ASSIST CONTRACTOR. ('o CONTRACTOR SHALL REMOVE AND WAS7EHAUL CB-39 ................... ............... 350 AM,*," CUM 350 PA%1b"T .. .......................... ... ........... ............ ...... ...... -tea..... ............... ...... ................... ........ ... .. ....... ......... .. .............,y__ . ... ................................... ... ... ------ r-;-f ..... 49 C0147RACTOR SHALL FURNISH AM INSTALL CEM 7RANS17M I WITH CEMElff CONCRETE CURB END SEcnoms. SEE DETAIL. SHEET CB-42 27. 8"W 0 M7ECT9 005 ING SM. CON7RACTOR SHALL REMM AND RELOCATE 345 345 I A P LOVVERED 0 ...... ... .... ... ....... .............. ...... ... ......... ... .......... ..... ... . .... .......... .. ... .... . .......... ............. ..... ...... ........... ....... ......... . .. ..... ............... .. ........ ........ CONTRACTOR SHALL FURNISH AND INSTALL PLAS11C STOP BM AW/M .......... SS TOP EL 350.75 CROSSWALK NOT ACTIVE "I"I AND INSTALL CUM RAMP *ALMtHA7r PER PLUGGED CON7RACTOR SHALL CITY OF REM" STANDARD PLAN N& 0051 148 LF: 24m CPEP STORM 62 LF 24" CPEP STORM 340 340 S=01.W 0.027 24" SD -0.2f S=O.b@ :0.042 ....... ... ....... ............... . . ........... ... ........................... .......... ... ... .... .......................................... ........ ............ ................... ............. ..... .............. ... ................... ................ 00141RACTOR SHALL AM INST1141 COMP`AC7ED DEPTH 1r4EV*VA BARK MULM L +J .240 CPEP STORM 118 62 LF. LF 24" CPEP STORM 0 0WR SMALL AD INSTALL, ASPHALT WIMPOM L 7RAN97M S=0-039 :0.078 SEC7M ANT C01 CURB EM SEC 11ON& :127 LF 24w CPEP ST"M: 335 S=0.102a 0.0157 335 EXSS MH CON7RACTOR SHALL Cal I M SANITARY SE11EX TO EINS TRUNK ........... ......... .... .... ......... . ...... ........ .... ... . ... .... ...... ...................... ..................... ........... I .... . ........ ...... ... ........ ............................... ............. m aw arzURCAUM ............... ....... .......... : CB-39, TYPE 2 (48w DIA.) DEEPO Ig 1111EMOVE SANITARY WE SEIIER STA. 38+ 38, 1& 16.2' RT 6wSS ASBLT EL = 359rU, M.12 6"SS ASBLTj L 6 SS ASBLT: STA.36+93 I* =A Of E)1IS1INQ DRAIN rwpPMMA7E CONTRACTOR SMALL POIME GRAM 24"E IE= 1 30.51 AT: STORM CL S-TA.36+01 �STA.36+18 FLONLINE OW TO VEpry umim 330 330 AT STORM CL AT STORM CL TOP EL=337-21: 24"W IE= 3 .5 ..:W.dn ..... I ..... : .......... .......... ............................... ..... ...... ..... ..... .................. .......................... ......... ..... ... ........... ................ ................... 12"N fff"3w .'6 . . . . . TOPLL'3.34-34 tOo'tL'=' 3*3'4''.'7''5* ...... 0 OD N1 M C14 CN 41n 325 36+00 37+00 fwvjo a va# a##* q CB-42, TYPE 2 (48w DIA.) EXIST. SSMH STA. 37+10, 1* 14.4' RT STA. 37+43, 3' RT RIM EL = .56 34" RIM EL 348.08 240E IE= 33L38 E IE 339.0 opx. 240W IE= 33LU W IE 339.0 opx. kT.fJ•T• ] �& A� 39+00 CO- 38, TYPE 2 (48 0 DI A.) eQ1-. STA. 38+91, T& 17' LT SOLID LID, MATCH SIDEWALK RIM EL = 2. * 3W93 24"E IE= 3 3 30-78 24wSW IE 4. J(43.)k 332.87 325 40+00 AS4MT SUPNff STAMPED BY ffWffh@&LS A �MW%Z PLC *%,GAT ON 2M4= w ww For Cloftly. by Cky. CB-37, TYPE 2 (480 DI A.) SN C011Mr. PIIIIiiiw STA. 39 +54, IC 120 LT %rn- - RIM EL = -350-.UL 38518 24wNE IE= 3nA 240SW IE= 30A A&br,. as a 'All A W-T - • 4.1 t 0 in 20 1 1 1 6iiiia IF TWO INCHES AT FULL SCALE. OF NOT, SCALE ACCOROMGLY 8 ui z 'j Z z P: !g _j obZ x 4c � o w It U 0 - r-- 0. N 0o CL < 04 0 0 C" C4 0 V) C4 N N Id m> Of LJ (f) >: M M 0 (n 5; 6 LAJ 0 0 > C W Z 6 Ni 0 J cy- w w 3: a. CL (A 0 04 V s ab �s� N%. vid w (a z Z ac if w z z 0 z iz- 8 C3L) 0 z SHEET: 12 OF: 32 JOB NO.: 00716 DWG: PLANIO 9 0 z X 0 QQ 0 0 cn ft cn �N 0 e, 12 CA 0 a_ 0o CL < 04 0 01 LA- 77p V) z 0 m> Of LJ (f) Z 0 M M 0 (n 5; Z LAJ 0 W 00 C0 Ir W Z 6 Ni Z 04 V s ab �s� N%. vid w (a z Z ac if w z z 0 z iz- 8 C3L) 0 z SHEET: 12 OF: 32 JOB NO.: 00716 DWG: PLANIO 9 0 z X 0 QQ 0 0 cn ft cn �N 0 e, 12 CA