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HomeMy WebLinkAboutWWP2703337.410 P N L - K 1 �C;� _ FA 14 CHECKED FOR COWLIANCE TO CITY STANDARDS SURVEYORS NOTES 1. THIS ASBUILT SURVEY IS FOR THE STORM, WATER AND SEWER ONLY NO OTHER SITE DATA WAS COLLECTED FOR THIS SURVEY. 2. IF THERE IS NO LINE CROSS OUT IN THE LABEL THEN IT IS PER PLAN 3. THIS SURVEY WAS ACCOMPLISHED BY FIELD DATA OBTAIN BY DAN PRICE LAND SURVEYING AND A POSTED 16 17 18 } 0 2006 CRAWFM ARCHITECTS. LLC NOTES: 1. SEE SHEET C101 FOR GENEIk NOTES, LEGEND AND ABBREVIATIONS. i CRAWFORD ARCHITECTS, LLC 2. SEE SHEET C1O1 FOR UT IL I Y NOTES. 1901 main street suite 200 kansas city, mo 64108 tel: 816.421.2640 3. PLACE I ND i CATOR FABRIC TOP OF SUBGRADE AND BELOW BEDDING tax: 816,421.2660 MATERIAL OF ALL UTILITY TENCHES. 1 N i \�S-BUILT SURVEY R$ r ti 1 37533 '\ Q1 ST Big \ �� 1, LpSD \ \\ L , ..ne°eenm , \\A J) C» (A/ ° \ cJ 4A J Z OO � �V w Z cu LL _ �z SET OF PLANS KEPT BY NORTHWEST CONSTRUCTION. 1 �a H • O H\ �1) 19 - --- X . - r�• - ` \� . ,1 8,333.60 _��� \k J k" ? '8PR1 - i , S'- J�`� ` i � L.L ( 2_6i 31 Cu ,3� td �_\ �� , IS-333705 ------t> -- o �.V b<T .__ '�� �•'� i�% - - 'BUMP. STATION: `J(_,j Tj` V J N J98Yt1�.55 , VF` C V) 7tV y\ G .O,�SStg6 `_ X . E 1303084.51�., �, glf�r�UC� J ;987 1E,3X06" ..�7.5 (N) N 1Fig . .. 2\ f� ----- -- -� \ lV 2 I i (2) IE 4 22.70 (S)- - .60 [ E �' MN 2 3.43 w\. � W UTILITY QSSING! ��0 1�,. \ ' i1SP OF"6(Y� 22.47 N 198,606.9 �' 198,614.8; "" N 198615.54yp E 1,303,1 8: \ YEfi'1�34 �' ` , TC),3 3205.67 64 27. l <<�t / FLW/ HT B -� x6,' x -W/ HTB E 1303209.60 (1 4' A Lx�` {2) 10 ' (1) TEE 10°x6' MJxFL W/ HTB \ ) _ / �}8}9 N 198401.09 , - TOP OF 10 W� 21� "�. ,`'...� \ N 198,388.02 7 LF - S �•_.. E 1303049.56 (Di SD 18 `51, K ��- / -=_ 4,-- 11)'Gs..CF xMJ `` (1) 6" PIV FLxMJ _:._ F E 1 303,d40.18 „ ; ; .- ,;. j0 ^:SLEEVE _ \\ ,T F CENTERED CROS)id1?� _ (1) 45° BEND (�dxA -�I) TEE 10 x6 FLxfL W/ HTB FOC z'a ''' �� ;` �`t _ (2) 1Q GV MJxFL `` ` �' = V FLxMJ ;EASEMENT1 ) - - - _ - k 1N UTILITY � t ` = GREAS 1NTE�RCEPTOR198,61 UI 1fd_ L1 7�t� Fli011 _ ` �� 198 6114'4' � Ii�1.7 LTfi. C z• J Y.',`., ,._•y -,, EXTEND VENT VENT «.,, '-- f t. LINE"TQ SUQFA E 198504.14 E 1,303,208.3d a r SSMH �� 1) 411 90° BE D M J '1.(,F ''NgB _ _ Tor'N 19862 22 _ - . - - - - 1 r �? CONC THRUST BLOCKS ) 41- N 19 8.73 E 33Q137.82 ,^ /' ( E 130215: E 1 3 6 CQR Sj,D DWG 8085, TYd % (1) TEE 10"x6 _r2 ,§s ) z .rJ E . 83 .>' 5 " ` !" J(12) 10" GV MJx�F Y�ry, 3. Y; i� 9 RIM = 279Cr 27.0 -- -. i �. SSW IE 6" = 20:00 1S)19,67 - j9`8 0�I0 ` �-,' .. ` 5(1)F6" GV FLx `�.\ "., > E E j _.n; �� [E 6 _ ?061 (N) 19.77 E �0 , :,� ^�` 10 W U�L[TY ING e,z Dfy�V J \ \ ;' t.r r 20.20E 19.87 ` � f< � --� .,. N 198,668: � 1, `� yg� = l) 1 4 PV MJxM 8 LF '� �W \� \\ / o r n. b / _ ,.. 3 7.54 E �, �3, 42,55 ` ` �_ 7 J ( 1' zs p 1? F'•;F)3 1 c'6L�F 3g..,1 96 ° 1u g/ r 22 OP O - (1) l/2 BEND MJxFLW/ HT�j +� �\; �'�' �-- _ TF 1 ' W = 21.63 {1) 11 1/4° BEND FLxMJ W/•�IT b (. -�j! W/ RESTRAINED JT -r - 74 -� \��� - c' SS FM 85 LF `� j - --- Z„ , r_ ,1, W 49 F �' - ( �-'sr-_4 _, ---- -=-- // �� 23. 1.3 __ _ " SS 50 LF _ j ice -..DC,._, f(RE HYDRANT Sys;- �'�: zo. p o 6 SS 10 LF----=----- -- -- - - - /.=. U N 198627.55 J F S2 < -,2f- • . o V l �j. ' - -... 1 E 1303221,07 303221. ; �- �'S?\ sr -- - � t'z 24 _ ' r 01 1 7 V` N m � m � N � LLJ in w W UJ W L.- E -2 a 2Y3 c c tYi anaaa a C a 1;9 a V • M" •- o c 2; FH ASSEMB ( ° ° / W 10 LF 236. ' 7? -�. I`ll 4T F, - COR STD DWG S1a LF, ` J`1 S. 1 -- -- • J C� %--' -��7�, \2.T87 - j i ! �- - FH ASSEMBLY - -- \ % \ ?5', 1 B102, TYP '` Y 2000ALLON �. r N js3�62Z46�- \ SL_ C �rF) : f�� T:_ / \�2; z -o 2? r� _s _ Ii o4t TO (TG;S5 UTILITY VAULT )" .t ( r',1" 1 303,221.81 ; ` S/ _ W UTILITY SEE" CN R C NT r 1 _.4 t.� GREA INTERCEPTOR j,1 ; ` 41 ��,. \ _ C �� J ( �1 z CROSSING 16 6' 2 ? 6'� C0; / t� _` 2p en N 198,359.16!� N 19 ,Q97.04 \ 1 t n._ %' N 198,584 47 8 x6n 1 I- r C C _ - i - " E 1 303 7.53 \ < l , . c) 22 E 1,303 044.84 y� < ) E 1,3 3,154.68 REDUCER �J \' IE 4" SS FM = 23.27 ^„�3 RIM = 25 CONN TO BLO�SS �.... IE 6° i Si _ 1 .3 \ 2J6` I �, s.7� SEE ME H'FOg�(Old`I` _ 65f, r (� TOP OF 10 W = 22.96 r (- ` �'4" = 2S.00 (�v) "�•._- _4' t �3 y` CONN TO BLDG SS - - -- i FIRE W 33 LF� -_ 3� t" - •, t.. �. s. r ! �� '`_-1 `- ` c / SEE MECH FOR CON 1 ,? < '9AMR \ /-- N 198,603.6�Ti IE 8" = 24.17_. _ - _... _.__.. _. - " FtRE �h+-23 I / � �395.45 6' CO - E _1,3 Q,2J 65- - - - - S _ _--Ji 2� N 536.93 (1) 4 90 gEND MJxMJ WATER MET f�R� L/ .... �� _� !- , COR STD /DWG B108 N 198,607,19 _ (� E 1 03,047.47 < , E 1363;T�3 4i E 03173.09 �, f- !! , ' I �'') �� / `} ` (W45° BEND MJxMJ W/ HTB -�\ fE 611 21.90 �_ 1 ,'�, 4 ATER METER E 1,303, 7 + - - , a ._ -___ _-- - W UTILITY CROSSING 7 C,J, �.. - - - - - - fERL?Wr�,.HTB - N _ - - - _ _ \ N 198 723.83 n i - } ,�1} 9 ..._ ....__. .._ 4> �Zl' EIT?E xMJ '; -'� 1q� ` - t _ _ i i n B - ? l 4 ? ti 25 E }'J3d i2 2.51 i C 1 GV Ft 1 __ a - 2 ; s+ z�.. ,1 C i. 1. OFFICE BUILDING - t C) r- I 9� o r \ i �� %. �,, 7= 77:40 WITH 4 //DCVA IN BUfLDjNG 3 Sn' __ __ 0 TOP OF 10" W '-2T:Q0 \`•. �.. 4� ,�. =B.I'- 1 3MECHANIrCAL ROOM 4" W 17 t , �<�\ 16 I 26 r p 23 ( \ \1 ~S' \ ? 4 2' 21(i <<T ' ` 4o y% ?6 era s ; \ „ ,1�. i a' 01.0d - g . _ C N TO BLDG DOM W ;? ---- ? \ ,';�,�sy aq s c Az 1 W UTILITY 0 I 198 307.d2 '� +;; 3 _ / s3 .5 z -� SE ECH FOR CONT -� 220 / eT „.° �E 1,303,097.09 �` : (7 I t t I ` ' 26• t y: IE 8' SD - 19.98 : `� <,) C�1�NQ 8. FIRE- 4-? r OF 10" W = 23 / I SEE MECH CONT 29 .QF,, ---+-- - %� �' - .�._� MAT •SEE C2S2 / fir) --- ,- ..... [ J ` \ < �J 10 F-✓S,j.� ; i \` ,,.� \ -,Q--r.�.-- _._1 r t 1,. = 30' 9a1.: � e e s t e eeeeee�ii e, �s e I i eee. e e ��s a (. e e 1 1 •ee� I e �� t �� t o e t �� e f ! } e, I ee�ee� r e t or e e ec5 e/\ a 3f1. a e. �� q ee a-e ee el��el 1 "eeIlIe�see �.3.3, _ �%�. %" * - R z r, _7. ' +� �/ SANITARY SEWER I _ • 3.��l) \ 2 ,Jf, -- Jl .J. 1(i ,4''5F-r� 4 , f ''%J,ico _ . _, i 4 J 7 r.� : 3 C� _ �� `),� J) `! 2? 2.5.0 PLAN 24 i 02008 CRAWFOfSO ARCHITECTS. LLC C251 o O 'o o c ' ti7