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HomeMy WebLinkAboutSWP2702850.2N 0- Ln 0 a Go 04 N I cV o_ En 2 w a z Ld DIVERSIONV o-- O ol�� �I, PROJECT SIGN PER CITY DETAIL LO "Q1" CALL BEFORE YOU DIG 00 - EX.CB RIM=200.0G NE 6"CC IE=198.54 yV\� �i r� \ --_ 6"CC IE=198.64 E 12 W 12"CC IE=196.74 REMOVE, REPLACE CURB AND GUTTER`. AS NEE[ �f)WR �;�-- o --- EST 6 FT EACH LOCATION a� J I � i a- _2-407 Fril ILL Jj Garden CT N - I / x a a i' CONC. PAD W 8 IE-165 77 - „ EX.CB RIM=182.16 I LIMITS (MAX) EX.CB RIM=176.35 - 40 EX CB RIM 183 E 6" ADS IE=179.14 PVC IE-171.73 E 12"CMP IE=179.48 S 4" TE- ---- --- - W 4" ADS IE=179.7 1 I N 12" CMP IE=171.65 N 12"CMP IE=172.25 i 8„ &G{�5 W 8"CMP IE=179.0 I 177 �B - W IE=175.8 LUGGED o W A T ` 1M= w _ E 6" PVC IE=172.20 _ " to �� \ L \ oao oa o --- ---- - SX.CB MP =171 _ _ _ _ ----------- _ o � PW 12 C IE=171 23 z iv _ - - �p------------ W -- / �- z \R L L� -b Q CMP ,�" a _ --- _� IE N ' _ --_ 12 �w �" - - _ _ w I Q w � 0 L B� _ --____ w o ----- -� ' �gLLI �TINIq A ----� > o^i I� I z - O . 1 l W)(8 i \Ch - �. w o � cn _ - - -cam Q - - - -- rD m SSMH N) --- - - -- _ _ - w w 0 cn ,- � a - g I Une PLANTED SLOPE \ _ I P _ - > -------- - _ RIM=197.38 �� ,�/? --------o+�<-- - - - ; I - _ - --' i� N „---- CB__ 12" _ ` , 'ProPe�Y E IE=188.54 rr- �\ ` ® <w I- cn w / ,------ B -- ---------' __-- - - - ------ i W IE=188.10 0 <� r --� '� - - / / o P L / - \-- TE ---- Rockery _ - - _ - --- - 1 '- 4 \� ` s s i ir i r,ri' r Cep C �--- -► L / a 13W 4, 0/ �� DI b 8 SS - -� m (4\4 WM? 4 4 / o 4, w al J� - I' CONC DRIVL �' 41 / -_ - - -^" v\ ` ^' i t,J cn 5 IL 0 z _ �wR� - - - Lam---- - SMH -' IILm / ' _ r _ - - I �� x -^� RIM=176.02 `� Q Q U J l i - -- - TEL w - I PW ? � \ - /I Of Ld /00 O v� = I �� TOP OF -co I ' _p I R -� \\ //� 5 / / N 8 I - 42 ^__ U O �_ I w - -- �' ' 13 01 �^ w 3 I PROTECT Ll' -- _ , �, . �� �\ IE=17o.32 0 v rl � 1 a 0 a- ASPHALT BERM I L ����T� a N 26th St I �� I �� �� W 1 1 =Z Qa� - _ .CB RIM=177.32 r i / T �� SHRUBS PROTECT I IA`E 12 CM1�4L.--7<71.07 ��FLOOR DRAIN (10"X10"�J / / � I I z Q O r i / 251 5 =r EX.CB RIM=182.09 TREE i W�12 CNAr IE=1i71�.07 ��RIM=171.63 _ J/ a F" o - -- i FILLED W/ DEBRIS FLOOR AIN (10"X10" ark PL N E 8"CMP IE=1 77.8 - EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. i NW 12"CMP IE=177.44 I Icn is `� RIM= 1.59 I I o - - FLOWLINE - •� �N C� 2415 '� ) 1 x �T� �T,-�� c� `� IF- 1.04 3"A N m x CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. STRIP DRAIN ` ' - zl - �` (0.2'WX1 .3'DEEP) ► L ,F I Q x 2 ---- CALL 48 HOURS BEFORE YOU 14 ' PARK PL N ;r�,_� - 1 � __ - _ -- D DIG EX.CB 179.22 y T r\ j c 1 /�. ;� I 1 +do � U ► N TRENCH�.)RAIN IE-177.9j `�_ 1 °� - I ttiJ 1-800-424-5555 - �� J �. WORK AREA _ _ _ o I ► E 12"CMP �4F---174.82 w 12'cMP �I- 1 74.62 `� I ��® - LIMITS (MAX) - �I Y x °' ► ;. 2507 y------- Q a I 1_- - zaw Park PL N �' , ' F I --- -- STATIONING DATA - i �. l I I' :�-\\ I Q 1 0 x ' I ' - - - A -LINE i �� �i ^ '1 i v �- - t �� w w - - _ Q z STATION (FT) NORTHING (m) EASTING (m) �► �', .. I �, I I a N v 0+00 57989.08 396942.02 EX CB, CENTER OF GRATE 0+11.11 57992.37 396941.43 JUNCTION LINE B I i / ABANDON CB 1 0 1 w i I 1 +96.44 58048.03 396931.52 EX CB, CENTER OF GRATE ; x' I REMOVE TOP, PLUG PIPE Ld 4+99.70 58136.89 396956.97 WV, CENTER Q1 - --- -� r z I ~ , , Q a w /� Yx� o- % EX.,--E I�IM EL=158.9 � � Z / i Q UNABL- TO OPEN GRATE 1 �/ Z d l� B-LINE U'11 R M SSM�159.27 I ' S 12" IIE-150.6 EST ©�=153.6 EST I - CH DETENTION TANK I z O 01 N Q o ► 42 LF 48 CMP IE 151.0 EST I z U - 0+00 57992.42 396886.63 START B-LINE 1 -- 1--� - __ ry ^�w I - I - 1 +79.78 57992.42 396941.43 JUNCTION LINE A N , _- 1 i 6 P / x> w 1 c i REF PT 57995.78 396885.55 TEMP STAKE-3'EAST OF CURB �����--- ------ --- i i G1`_' �2 j� Q Q IL REF PT 58001.31 396876.04 EX CB NW OF 0+00, CENTER GRATE -- -------------ram -- - - ---------------•- .....---------..........------..................-----------------. ....__....-----.......................... __...-- ........-- ---. ------------------- .....--------------- - REF PT : 57984.09: 396885.45 WV SW :OF 0+00, CENTER : : : CAL - _ _ - : - SCALE PROFILE ALONG NEW STORM LINE DRAWING NOTES: CB-7 : = CB-6 n - SOME HORIZONTAL DISTANCES AND STATIONING MAY BE DISTORTED 1 REMOVE :EX SD AS NEEDED. PLUG: OPEN ENDS- OF PIPE. 6 LF 12"Sfl 0 0.11 HORIZ: 1 - 20 O 7: LF 12"CPEP: ®0.033 : :12 LF 8"DI 0.042 REMOVE 8°'SD CONNECT EX 8'SD 1 �� 1 O� GENERAL NOTES: : : - 2 PLUG = IN EX- SD CB .. ---- ----- ------- ---- __.... - -- - - : CB-7B TYPE 1 CB-7A TYPE 1 Ex CB RIM EL=182.09 �- :EX CB RIM EL=182.16.... - - _...... -- - : A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. STA. 3+15.7, :18.0'L : STA. 3+9.5, 3.7'R Ex E 8"CMP IE=177.8 REMOVE 6"ADs IE=179.14 30 CORE DRILL CB FOR NEW SD PIPE. RIM EL=184.0: RIM EL=184.0 = EX NW 12"CMP IE=177.44 PLUG :W 4"ADS IE=179.7 = B. NEW TYPE II CATCH -BASINS SHALL HAVE ROUND LOCKING E: 12" IE=180:00 - - W 12" EE=181.50 NEW E 12' IE=177.8 :w 8"cMP IE=179.0 D-285002 ® POTHOLES LOCATION. LIDS UNLESS NOTED :OTHERWISE. : : : : 5 INSTALL FILTER FABRIC ...................... ...................... - F FENCE AT EDGE OF CLEARED AREA pp �... :... = = - - C. NEW TYPE I CATCHBASINS SHALL HAVE LOCKING FRAME T80 : 18O ° __ :.... :.... : -- - - AND GRATE PER DETAIL BR-18 UNLESS NOTED OTHERWISE.: o PWR 8'yy D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN THE LOC uNi< roc APPx _ PWR 0 _ 8,w �_OC UNK : LOC APPX WORK AREA LIMITS. : _ _ = : 48„ - _...: - : - - : - .....................................................••---.......----.... ...............-- - ......... ........................----------------------.EX--CB---5 TYPE--2 - E. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING: :... E..zz.... : E 2,..48 : EX CB : - FILTER FABRIC PROTECTION FOR CATCHBASINS,: FILTER FABRIC CB-7 TYPE 2, 48" CB-6 TYPE 2, 48" : - 07 RIM EL-�76 35'R STA. 0+31.6, 1.4'L _ R M EL=18 40 RIM EL 1:77 32 � I FENCE DOWNHILL OF: CLEARED AREA, AND STRAW MULCH. = STA. 3+13.3, 9.9'L STA. 2+55.4, 3.6'L EX E 12"_ IE-171. _ . RIM EL=178.5 E 12"CMP 1179.48 : RIM EL=184.3 RIM EL=182.2 EX W 12'' IE 171.07 PLUG : N 12" IE=170.25 S 12" IE=174.00 = N 12"CMP EE-172.25 PLUG S 12" lt=179.50 N 12" IE=177.10 O---•NEW N 12" IE=172.00 : S 12" IE=170.15 : N 12" IE=169.00 = = W IE=1 75.8= PLUGGED CHECK, PLUG IF NEEDED E 12" IL- = = 12" IE = = E 6"IE=1 - 12" IE - 12 IE= - = 181 00 S-176.90 �-NEWS 12" IE 171 00: EX - 72 20 3 W 168.50 CORE DRILL 3 - NEW N 178 4 - - :.-----...-- 190- - W 1.2-, IE-T79.'80------------- -- ---W- 1.2" 1E=177:25----------------------*............ . ........--- .-----.................... ----...---.....----------....... --- ......-- ...... ............... SEE -DETAfL... . ._...... ....... ...... :------------------- ---- ------ _ REMOVE : EX CB EX 8"E -1 E 178.3 SS EL UNK PWR; TEL : n - °- ------------------------------- ­---------------- --------------------------------- ------- - -------- ............�. : . .... 0.................. I. WS � I v T -- --- 2520 ► 2417 2411 / I Park PL N I Garden CT N Garde CT N SSMH i 1 RIM=178.36 J E 8" =1 65.94 IE-165.87 WORK AREA - - 180 GRL'-='URFACE X - ° -- - - - ------ - : : LOC wS / ARP I-OC TEL? PWR? -- - 12 S APPX : LOC LOC P 0------- -- -------=E- EX-12_'SD F-------= } -- -EEX ----- -- WR'� o _ LOC SS ---- - _ ........ APPX APPX . aPPX........... : :...... :....... - ........... .... - - - 8„ CONC 7 � .. 12"CPE � -- - - - � - -� .................: - o - 170 : 58 LF P @ 0.043 58 LF 12 CPEP © 0.086 _ - - - - : - 8'-CONC Ss I _ 30 LF 12 CPEP 12 DI TEL/CTV/PWR I - � 2"CPE .............................................................................................................. -_.... _ - _ . - - ................ :... 1.�Z..EF.............. Lac..AP.PX.. I----........:.. . 62.. �F..... --P I 0.147 8"SS @ 0 0074 : 8"SS ® 0 0185 SSMH AAPPX IE 164.0 RELOCATE -IE 168.7: S 8" IE 170.32 ` = = PRIVATE UTILTIES = = N 8" IE 170.42 = AS NEEDED ............:_ °----------- .... ....1...►.....---_-:.----_-CRO�NCJ'SU......----= 0 ° ° RFgCE : 0 ®:POTHOLE ws . EX UTILITIES,- ...................: :SEWER MAIN - .......... -............... ...------...... ------------- . ....... ----- ------------------- - ............. ...... .. _....... - ..... ..:.............._...: 3+00 2+00 1 +00 0+00 SURVEYED: SCALE DATE: 7 ROTH HILL ENGRS VERTICAL, AD 119W N 26TH ST / PARK PL N STORM SYSTEM PROJECT / / As Noted HORIZONTAL NAD 1983/1991 ,� _ 6 15 07 DESIGNED: _L •- �� CITY OF FlELDBOOK: DWc DRAWN: F ENTON PAGE. DWC ONE INCH DATL PARK PLACE SEGMENT DRAWING NO: CHECKED: AT AT FULL SCALE Planning/Building/Public Works Dept. 2 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: I JS SSE ACCORDINGLY SHEET_ OF: