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REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY sHIET OF: PLAN AND PROFILE : L4 N APPROVED SHT OF_ z zT : �Aj-�N�NJNJNJA : SSIDNAI. It /-,I - - - -- -- ..,----- -------- ---- -- - -- _ -- - -- - - ---- -_ . ... - - - -- _-,.,,,. - - - - - - - _,_-. .... _ _ - -- - - - -- - - -- _. - ------ - .._,.,,,_„ ..... - -- ...,,,_. EXPiIiES 10/09/08 seat: project no: drawn by: issue date: 1” = 20' Scale: A_ � A SANITARY SEWER RELOCATION PLAN AND PROFILE 0 drawing title: ® 2006 CRAWFORD ARCHITECTS, LLC - - : 2/12/2007 3:31:47 PM user: BAIR pcf: MKA -CIVIL pltcfg: OCE [CIVIL] FS WTS MONO.PLT file: J:\SEAHAWKSIPFCIV \SITE- IMPROVEMENTS\C261.DGN model: PLOT SHEET version: V8 I C261” - sheet no.: -.,, AINSTALL NEW 12" SS PIPE D,t)UST SSMH RIM LOWER _ FILL, EXIST SSMH .,. , _ >_ R .2,4 ' .- '• i "•.. •`.«._;' _. ...,..., ,zw -•-r,. - h ;Y"....,,..Lt.,.�. � ..,....._,,.,- •�` /. Vii! w ..,_ .w.. ... , . , , . /^ ,J , RIM EL- N TED CHIMNEY AND 12 SS PI _W TH -- _ ,. . 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OVEREXCAVATE SOFT LOOSE ORGANIC, AND UNSUITABLE MATERIAL A MINIMUM OF RT ELEVATION AND INSTAL TENSAR BX1200 GEOGRID FJ "!Guy 11 AND GEOTEXTILE FABRIC AT BOTTOM OF TRENCH WITH 12' OF QUARRY SPALLS OVER _ :r scale 1 = 20 feet GEOGRID AND PIPE BEDDING MATERIAL OVER QUARRY SPALLS.'' °pi t��9y �� a _ key plan - SURVEYED: SCALE: DATE: C M SCALE HORIZONRAAN D 1983/11991 vi y_ SURVEYED CI-� ®F SEAHAWKS HEADQUARTERS 2/2/07 G r, DESIGNED: ESIGNED AND TRAINING FACILITY PAM' :BOOK kw DRAWN: RENTON PAGE PAGE oF'" I FLP U _ - DRAWN ONE IHG1i DATUM DRAWING N0: Q %� c°u CHECKED AT Fu� Plannin Buildin Public Works Dept. 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SEE SHEET 0101 FOR UTILITY NOTES. kansas city, mo 64108 20 0 ""'."20 \ 40 tel: 816.421.2640 s 3. PLACE INDICATOR FABRIC ON TOP OF SUBGRADE AND BELOW BEDDING tax: 816.421.2650 scale 1'Y 20' feefi.. MATERIAL OF ALL UTILITY TRES — �s \; �- I 1� t to H r, ' ^ter _ < i !w. 3; t+ t� r C N ,798,333.60`k ; 8PRIVt TE ! W/ HTB SANITASEE« a S� ,y ;s PUMP. STATION 1 ` -bra? C C N ::GYPSY fCREECCs �,�.:: N 191 ,416.83 CROSSING ' ,'K. C251 ` N 1.98338.07 E 1,303,086:48,, `t. t IE 6" 17:50 (N) ` °�, � u v45 > r E 1,303,029.60 IE 4!!� "- SFM;: 23.43 (2) IE 4 22.70 (S) L - -TOP OF 60� SD 22.47 W UTILITY CROSSING/ - t N 198,606.95---" - k (J 198,614.80 41,98,616.56 ( E 1,303,198.28 �,'` i X�— _ \�EI`1,303207.65`'/,J .._1 : -' ..~ 1) ,, !Y k ,3-03,2.05 211_, r ,, D g.31 '�. 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V 14 go Ime I0 ;7 - - ­­ ­,28 �4 N 198,7 3 51 ICRAWFORD ARCHITECTS, ILL I1901 main street, suite 200 E 1,303,436.85 IIIkansas city, mo 64108 (j 300, �0'Y 45* BEND MJxFL W// HTB i tel: 816.421.2640 &O ----------- fax: 816.421.2650 W/ RESTRAINED JT--' -_LXMj W/ HTB (1) 11 1/40 BEND F 24- o 2 0 o n, IFH AS§E .725.39 -N-198 Z Z 2- IL E 1,30,491.67 3 3, U 2 UTILITY CROSSING 0 W 9 _-�X,1918 249 46 )U E S, M 0 29 IE 8" SD; =),21 !3 76 TOP 01- 0 �w E 1,303,482.4 9"C tJXFL'W/ N 198,711.11 12 MAGNUSSON HTB KLEMENCIC Z 10" GV MJxFL IL_X ATES 3 - - -------- M FF 0 6 F ASSOC[ "INDOOR PRACTICE FACILITY 2 IStructural + Civil Engineers 2 0 ILL_ L W UTIL OSSING 26_ 10i tN 198,217.84 -,:E�-4;303,2 0.5a 2 IE B"',SD 20.63---. 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GOR STD DWG B085, TY COR STD DWG B102-,JYP - — - — - — - — - — - — - — - — . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... — - — - — - ---------- f C> ---- — - ----- 0 D co co C> IF COL, ----- - L' F 6. P'24 ---- ------ E 1,3 467.36 LU 46 7 ICn CO_ 1.0!��w 'T — — — — — — — — — — — — — LU 3 O.A tIARK t I'OVO"484.29 BOAT— PARKING Q8,570,11 P N 19. I E 1,303,705.31 C) A C D Pjv,, W/ HTB (1) TEE 12"00" FLxFL_W./_flTB-.-----­—" E (2) 12" GV,MJxFL--" E 1 30148L5±j LU C) BE R�,,, JXFL M -F 0 M J x M J N--T6- -XIS _SS', E LLJ C) (1) 10"-GV ­`M, 217& T� A 6 -(2-) 1-2-l--GV-,-SLEF-VES.-----_____ ----',rj ­CONN-::T0ffJE_ Z: M -7 C> M ____---------COR-STD-DWG--B11 5-- AND------ L A TE )+ IIIr I I< Uj LU Uj Uj X I STI N E ----CONN­TO-EfXI-ST­1,2!!:: C-5 C5 Z3 (5 7 a- a- a- 0- ­121- --FL-XFL--W/-HTB---- TEE X10L 39 AC --- ------- D (1 FL 40 'SLEE-VLE-S'-'------�---.--�.�-.-) _UT SSING GV MJX 0 -T 96 IE 1.2..SD-2A I74 E TOP-OF *' 23.0 2 5 = I_F� 431 ------------- --------- ke) plan C ---------- L ......... . . ---------- -- --------- - .... ..... ................ . .. ........ . w CFO — — — — — — — — — — — — — — — - ------ ------ ---------- - ------ X, "Y�d 4C), 1< 50 9 ----- ---------------- - - — -------- - N A 4 B EXPIRES 10/09/08 LO .-I-CHE -ED---F NIC -__C ITY_ Cli Ok�.,:�,VMF L-I A STANDARb§"___ C proje t no: NOTES: 400" drav i by,. LU 1 SEE SHEET C1 01 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. 2. SEE SHEET C1 01 FOR UTILITY NOTES. 20' A- �-11116 20 0 20 40 __�L A WATER AND e) scale 1 20' f eet q Zo -7 SANITARY SEWEF PLAN 26 0 s2006—CRAWFORD ARCHITECTS, LLC 2:43:27 PM user: BWR pcf., MKA-ICIVIL Dit TFC): OCE [CIVIL C01031 FS WTS MONO.PLT flie: J:\SEAHAWKSIPFCIV\SITE-IMPROVEMENTS\C252.DGN model. PLOT SHEET e - S; 0,-,,: '4� Q 2 5 2 i F' t -- - /' NOTES: `:... 1. SEE SHEET Ct011 FOR GENEF & NOTES, LEGEND AND ABBREVIATIONS. ; CRAWFORD ARCHITECTS, LLC 1901 main street, sulte 200 2. SEE SHEET C101 FOR UT IL I T Y NOTES. kansas city, mo 64108 tel: 816,421.2640 \ 3. PLACE INDICATOR FABRIC TOP OF SUBGRADE AND BELOW BEADING fax: 816.421.2650 MATERIAL OF ALL UTILITY TENCHES. N i l; I,�,� _ -. N- S-BUILT SURVEY 0 �,� 37533 0` m L LAN9 L _ SURVEYORS NOTES 1. THIS ASBUILT SURVEY IS FOR THE STORM, WATER AND Fes' K 06 K �c SEWER ONLY NO OTHER SITE DATA WAS COLLECTED FOR n THIS SURVEY. j _ - tf °� J-I z 2. I THERE IS LINE CROSS OUT IN THE LABEL THEN IT G . _.. . -� `\ Fq IS PER PLAN cr w (9 J rfia -i'l SURVEY S ACCOMPLISHED BY FIELD DATA >? LL Q ' 3. THIS SURV �� � \�. `ol � O 3� , f= '- OBTAIN BY DAN PRICE LAND SURVEYING AND A POSTED SET OF PLANS KEPT BY NORTHWEST CONSTRUCTION. - ?` °� r) ' H O \ 0 � H _ ,d l m - i P( J V 4' p, 333.60 E S®33,3705 SANIT ` + 6 " xTr1' A7T.ION . y hg t, ` 1F N )93465 E 130084 2006 5 (N) G ' y NO IE � 1,9 N . {2) IE 2270 (S) - 2 I - - - - -- �-- '-`•\ y j ' . J b . M E 1,9.'P'.60 } M, '- 2343 / W UTILITY CRQS S(NG ' _. 1.. 98,61.4 } �( - -. 6 � N 198615.54 C _TOP N 198,60.9 22.47 N 198,622.64 10 llp 1, CU2. _ \ tzl F-1= �t;,,. �=' / H B T E -, '�� J.E i�' �D T 31 \ (1} TEE 10' x6' MJxFL W/ HTB 4= F �. (1f 4° A, Lx (2} 10 10 N 198401 °09 TOP OF 10\ W� � 0 1 ` (1) 6" PIV FLxMJ \� _ ,. S� J� -i 7 j lj i2.q- _ �1f"6 V.FIMJ _ _. _ /7+ N 19$,388.02 17 LF {D( SD 18 `S ICK ... -�T_.. ,.; j 1w SlEEVE `�- � 5 f=- }383;94$95 E 1303049.56 - CENTERED CPO$ f� ! �� `_. -� x S _ -,1 _ �� . F E 1,303,040.18 10"X( FLxFL W/ HTB- - k!` / 2.3 2Q i n_ y (i) TEE - t_ ° Jx�AJ FDG (1) 45 BEND fyi = _ n O {2) 4 GV MJxFL FDC f ) °�-W r ..�` dZ V L y k - (1) 6 V FLAMJi UTILITY EASEMENT \ , , - _ - - ° - - -- - " k- r ` GREAS {NTEWCEPTOR 198 611.4;4 ...i e `.._ Y ` t ... _ i z.22 ` -- .. ._. EXTEND VENT ^ > -` �� '�.;� 17 22 _ `\ EN VENT E 1,303,208.3 r _... �'_., 1 j _. , �!� `...._ i191�;�r28i N 19862 . - _ -- i ;r_ LINE TQ FACE,... _ ._. Ai 1QQ 198504.14 „ ° JJ l; (198' . 1_. ,_ _ 7f7 SSMH S 1) 4 90 BE PD M E., E 13Q,'215;• '= _ .. ^._ ? 00 CONC THRUST BLOCK ; , c� 1. N i98 488 41 N 19 8.73 137 82,, _ ._..., \ v E 1 3 6 io'- t- E-3;3Q..... ^....;.,... ' �__. {1) TEE 1Q °'x6 F W/ H _ `~~ DWG B085 TY� f ._, c .__- -'''� Y ' 2> COR STD MJx`F7 ra I �l�)IV 1._ cr .' {1) 6" Gv FL>< \' �' r \._ _. ._s RIM = �78Cr 27.07` \ �. 1' \ / r. - '. X98 0 &3~ 5 -_ f fo5W 1�9 Ur: 11 _, j IE 6 = 20.00 13 tR IM IT (NG > R� �._ i- 2. �; L.� „ , 0:491(N) 19.77 E�30 2D9r8 "'�! 8 LF �, ~ �. �Ew s �` E / (E 6 ? 1 1 y _ N 198,66$. r ( t ( - 2� 20.20 (E) 19.87 j 4V MJxM,�' ® 1, r 5 25 r q, ? � 4 27.54 E'C3b3 42.55 - ..,� ,� ... n % 1 9 - „ 0 ~t to > . /',� IE S 7.-..� 96 (1) 22 1'12 BEND MJAFLW/ C�� ri 26 LF 3 i ,.C„ �. 0 � ci t „5 %1 -_ TOP OF 10 W 21.63 (1) 11 114 BEND FLxMJ W / -HT � ` i W/ RESTRAINED JT _ j,.�'y --- •--�:> ,,.,,,_, ,..� � ` _ •.... : } �. -,� '-, '• r�` x.5.20, SS FM 37.L �„ - �;' - - - - J a 6" SS 85 LE _: __.._.. ARE HYDRANT �;.7 F, t, / -� 44 4 LF / o " r N 198627:55. ` -., -` 5 r 6 S� 0 Lr ! a ".7` -=-- --°-. E 130322107 r�.2s � °o�om P I O � i F' t -- - /' NOTES: `:... 1. SEE SHEET Ct011 FOR GENEF & NOTES, LEGEND AND ABBREVIATIONS. ; CRAWFORD ARCHITECTS, LLC 1901 main street, sulte 200 2. SEE SHEET C101 FOR UT IL I T Y NOTES. kansas city, mo 64108 tel: 816,421.2640 \ 3. PLACE INDICATOR FABRIC TOP OF SUBGRADE AND BELOW BEADING fax: 816.421.2650 MATERIAL OF ALL UTILITY TENCHES. N i l; I,�,� _ -. N- S-BUILT SURVEY 0 �,� 37533 0` m L LAN9 L _ SURVEYORS NOTES 1. THIS ASBUILT SURVEY IS FOR THE STORM, WATER AND Fes' K 06 K �c SEWER ONLY NO OTHER SITE DATA WAS COLLECTED FOR n THIS SURVEY. j _ - tf °� J-I z 2. I THERE IS LINE CROSS OUT IN THE LABEL THEN IT G . _.. . -� `\ Fq IS PER PLAN cr w (9 J rfia -i'l SURVEY S ACCOMPLISHED BY FIELD DATA >? LL Q ' 3. THIS SURV �� � \�. `ol � O 3� , f= '- OBTAIN BY DAN PRICE LAND SURVEYING AND A POSTED SET OF PLANS KEPT BY NORTHWEST CONSTRUCTION. - ?` °� r) ' H O \ 0 � H _ ,d l m - i P( J V 4' p, 333.60 E S®33,3705 SANIT ` + 6 " xTr1' A7T.ION . y hg t, ` 1F N )93465 E 130084 2006 5 (N) G ' y NO IE � 1,9 N . {2) IE 2270 (S) - 2 I - - - - -- �-- '-`•\ y j ' . J b . M E 1,9.'P'.60 } M, '- 2343 / W UTILITY CRQS S(NG ' _. 1.. 98,61.4 } �( - -. 6 � N 198615.54 C _TOP N 198,60.9 22.47 N 198,622.64 10 llp 1, CU2. _ \ tzl F-1= �t;,,. �=' / H B T E -, '�� J.E i�' �D T 31 \ (1} TEE 10' x6' MJxFL W/ HTB 4= F �. (1f 4° A, Lx (2} 10 10 N 198401 °09 TOP OF 10\ W� � 0 1 ` (1) 6" PIV FLxMJ \� _ ,. S� J� -i 7 j lj i2.q- _ �1f"6 V.FIMJ _ _. _ /7+ N 19$,388.02 17 LF {D( SD 18 `S ICK ... -�T_.. ,.; j 1w SlEEVE `�- � 5 f=- }383;94$95 E 1303049.56 - CENTERED CPO$ f� ! �� `_. -� x S _ -,1 _ �� . F E 1,303,040.18 10"X( FLxFL W/ HTB- - k!` / 2.3 2Q i n_ y (i) TEE - t_ ° Jx�AJ FDG (1) 45 BEND fyi = _ n O {2) 4 GV MJxFL FDC f ) °�-W r ..�` dZ V L y k - (1) 6 V FLAMJi UTILITY EASEMENT \ , , - _ - - ° - - -- - " k- r ` GREAS {NTEWCEPTOR 198 611.4;4 ...i e `.._ Y ` t ... _ i z.22 ` -- .. ._. EXTEND VENT ^ > -` �� '�.;� 17 22 _ `\ EN VENT E 1,303,208.3 r _... �'_., 1 j _. , �!� `...._ i191�;�r28i N 19862 . - _ -- i ;r_ LINE TQ FACE,... _ ._. Ai 1QQ 198504.14 „ ° JJ l; (198' . 1_. ,_ _ 7f7 SSMH S 1) 4 90 BE PD M E., E 13Q,'215;• '= _ .. ^._ ? 00 CONC THRUST BLOCK ; , c� 1. N i98 488 41 N 19 8.73 137 82,, _ ._..., \ v E 1 3 6 io'- t- E-3;3Q..... ^....;.,... ' �__. {1) TEE 1Q °'x6 F W/ H _ `~~ DWG B085 TY� f ._, c .__- -'''� Y ' 2> COR STD MJx`F7 ra I �l�)IV 1._ cr .' {1) 6" Gv FL>< \' �' r \._ _. ._s RIM = �78Cr 27.07` \ �. 1' \ / r. - '. 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' ` `' - -. + cn 2p 1 •_r' TO tTG S` ?C, �,1�� E , -1 r �! a _ / \ s_ r OA�N; � UTILI Y VAULT , ) .._- E` Cii R C NT �C?.= „ x- ..�..... 1� i _ .� I r= � _.. �t C W UTILITY , t.�` GREASE INTERCEPTOR t.., 6l GOr CROSSING IE 6 ;'25 \� ! 584.47 S �, 7 (1�. .. 23.2 �; �-. N 19 ,Q97A4 N 198, 8„x6, j r-- 11' jO'r z N 198,359.1.6 < �� ✓ y,..._ ^ s? rtT^ E 1,3 3,154,68 E 1,303, 7,53 REDUCER S q ; l� 2s. C E 1,303,044,84 `Y`,,.0 CdNN TO BLDG SS 7•,. 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N 19 ,Q97A4 N 198, 8„x6, j r-- 11' jO'r z N 198,359.1.6 < �� ✓ y,..._ ^ s? rtT^ E 1,3 3,154,68 E 1,303, 7,53 REDUCER S q ; l� 2s. C E 1,303,044,84 `Y`,,.0 CdNN TO BLDG SS 7•,. II �� � -`• ° / „ �' RIM X25 IE 6 = 5,65 M 23.27 SEE ME H'FOij CS3Ni > CONN TO BLDG SS - _..�_i sf, IE 4 SS F IE 4' = 2500 (S} \ i,- - FIRE W 33 LF i 5 \t,. ) i TOP OF 10' Vd = 22.96 i - -r` ; f- _4.244:9 SEE MECH FOR CON N 198,603.6�TJ i -1 �C .�7 ) p, _ :�3 _�G' .;`�� :_ ` fE 8 = 24.17_. _ _._.. - FtRE.W._23 LF 11 19 ! 9 FH A>t _ f y'' X95.45 6" CO E _i,3_03,2J 65:.._ _..__ - =- yt' t NHlJ�i- ..5,_ r - _ ;824 °N 535.93_.__ '(1) 4 9d° BEND MJxMJ WATER MET : N�S �2:8b - - -• -- ___ _- - -- - ____ ...,._.. _ �--� - T15��1,.... -- COR STD DWG 8108 i cgs, ,,:�•_ ,` , i - N 198607.19/'` ��' -,. �\ 9 ``. E 03173.49 r �� t r' i> r`) /\ 1 18( __ 4 - - - - -- ° E 1 03,Q47,A7 { r , > ,.... > ! E 1,303,' \,. 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