Loading...
HomeMy WebLinkAboutS-333707i 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. - '. 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 D 1 i u 1 *n 55 P » 92.21 O p !� 4 W 10 LF 2 � � � ��..._y pT 4 � z z:8 � i _ . -- s5 7C3 z %� _ FH ASSEMB r _ ,�} . w _ / i \ - % 22, � 1 % FH A53'EfaBt Y \ '�C) ✓23.s� o _ COR STD DWG r ' {� LF,_ 4 8132, TYP { 2000 LLON l :, 1 303 221.81 ; - /.S _ �, ! ' ` `' - -. + 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•,. 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,' \,. W 1 „ �t Y c ' �,ti : ... r' IE 6 21.90 _ x J W/ HTB 4' ATER 1ETER -- -- - _...n_ ._ ._ - - -- - E -F�:at 0VO+TB_ _. .._. ...__.. >.___ _._ _ _ ..- _ N 98,723,83ROS �1 o.l Q i (t) 45 BEND MJ M >, _.... _ s _ __.. CROSSING 5 .1/ C�` .. , _ _.. _._ 1U 1 ,611 9 / <' (Zi'. RT?Ef F�xMJ ' :.0 . `�� 2 �^ E �i3 t�, , �.� =� �3.g� e ®,: �% , , GV FL'x`MJ � � . � - • <4 �. -_.., _ � �.\�..'� II 1 d Z 2.51 S'C > 1 1 -.� it ` fE 18 E 1r d - "� J ` u ` „ %✓ ,�f j6 �-o. t) 6.2 O ° ( OFFICE BUILDING 15 B ?� 4, Ci. 1, WITH 4 DCVA IN BUILD�NG <_ ,3 -JS C' - _ _ TOP OF 1O W '�00 L / ?6 1 r 77:40 4 W 17 EF :.,) t.. 3. MECHANI CAL ROOM r 4 21 k �a �y /. 90 s3 \V O f i Q-) _.�� ,' /T'1 ii, `� \ r '•p 6,q N 1 ep fi.., -p„ draw. ev. - (((' ,g Ct�.l.. GOSVN TO BLDG DOM W >7 ,f,,r X3'.2? l� sr3 z W UTILITY`CBQ.SING i SE ECH FOR CONT S! . ; J 1 t C - -- - -- 9 <� r C0`f�N -��� B G FIR���?' a /` � 3U � �' '" �`� .- t`. • ��,v^ , 3o -so lr ~� � _ E 1,303,.097.09 �� - \ C ,) % SEE JCH` 4.-- ONT �<1 `S-2 C / (� (ic cl, - ° _ 1 1" 30 3(J i _ _ - SCH10: ° 8 SD =..19.98 ,7 9 4 , } _- _.�. _ /! \, ' \.: i j /' ` +� r Ji rt4' ( r� 1-3p. ipt + " TF OF 10 W 23.041 r _ ! ) „r t��Tr NE SEE s..r t± I r r t r r r r ...i r t \ .3.37 ,. C y r��' _ * _ -1 )� \ �. °s I 1 SANITARY SEWER r r r, sty a t t r r 1F " r „( -) �... / +a \J /y PLAN A 1 1 1`r 7 1,...,]. ?.( i� j4= 4J - i F b �" 1 1 =5, r��-AN '� 3 .j� _ I. C /`•l'' �� .i' ... J {'(J )` �' �_ i ,2R.2° a� as m ub t - - - -- �. w �- C251 I 0 2 D CRAWFORD ARCHITECTS, LLC - � °o�om I O � o � t- / H � m en w W y- ~ W ~ Q c W W W W W f- t9 491 4c -m aLY36Z36 o EJ'! 4 et ek etC D 1 i u 1 *n 55 P » 92.21 O p !� 4 W 10 LF 2 � � � ��..._y pT 4 � z z:8 � i _ . -- s5 7C3 z %� _ FH ASSEMB r _ ,�} . w _ / i \ - % 22, � 1 % FH A53'EfaBt Y \ '�C) ✓23.s� o _ COR STD DWG r ' {� LF,_ 4 8132, TYP { 2000 LLON l :, 1 303 221.81 ; - /.S _ �, ! ' ` `' - -. + 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•,. 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,' \,. W 1 „ �t Y c ' �,ti : ... r' IE 6 21.90 _ x J W/ HTB 4' ATER 1ETER -- -- - _...n_ ._ ._ - - -- - E -F�:at 0VO+TB_ _. .._. ...__.. >.___ _._ _ _ ..- _ N 98,723,83ROS �1 o.l Q i (t) 45 BEND MJ M >, _.... _ s _ __.. CROSSING 5 .1/ C�` .. , _ _.. _._ 1U 1 ,611 9 / <' (Zi'. RT?Ef F�xMJ ' :.0 . `�� 2 �^ E �i3 t�, , �.� =� �3.g� e ®,: �% , , GV FL'x`MJ � � . � - • <4 �. -_.., _ � �.\�..'� II 1 d Z 2.51 S'C > 1 1 -.� it ` fE 18 E 1r d - "� J ` u ` „ %✓ ,�f j6 �-o. t) 6.2 O ° ( OFFICE BUILDING 15 B ?� 4, Ci. 1, WITH 4 DCVA IN BUILD�NG <_ ,3 -JS C' - _ _ TOP OF 1O W '�00 L / ?6 1 r 77:40 4 W 17 EF :.,) t.. 3. MECHANI CAL ROOM r 4 21 k �a �y /. 90 s3 \V O f i Q-) _.�� ,' /T'1 ii, `� \ r '•p 6,q N 1 ep fi.., -p„ draw. ev. - (((' ,g Ct�.l.. GOSVN TO BLDG DOM W >7 ,f,,r X3'.2? l� sr3 z W UTILITY`CBQ.SING i SE ECH FOR CONT S! . ; J 1 t C - -- - -- 9 <� r C0`f�N -��� B G FIR���?' a /` � 3U � �' '" �`� .- t`. • ��,v^ , 3o -so lr ~� � _ E 1,303,.097.09 �� - \ C ,) % SEE JCH` 4.-- ONT �<1 `S-2 C / (� (ic cl, - ° _ 1 1" 30 3(J i _ _ - SCH10: ° 8 SD =..19.98 ,7 9 4 , } _- _.�. _ /! \, ' \.: i j /' ` +� r Ji rt4' ( r� 1-3p. ipt + " TF OF 10 W 23.041 r _ ! ) „r t��Tr NE SEE s..r t± I r r t r r r r ...i r t \ .3.37 ,. C y r��' _ * _ -1 )� \ �. °s I 1 SANITARY SEWER r r r, sty a t t r r 1F " r „( -) �... / +a \J /y PLAN A 1 1 1`r 7 1,...,]. ?.( i� j4= 4J - i F b �" 1 1 =5, r��-AN '� 3 .j� _ I. C /`•l'' �� .i' ... J {'(J )` �' �_ i ,2R.2° a� as m ub t - - - -- �. w �- C251 I 0 2 D CRAWFORD ARCHITECTS, LLC - � o I O � o � / H D 1 i u 1 *n 55 P » 92.21 O p !� 4 W 10 LF 2 � � � ��..._y pT 4 � z z:8 � i _ . -- s5 7C3 z %� _ FH ASSEMB r _ ,�} . w _ / i \ - % 22, � 1 % FH A53'EfaBt Y \ '�C) ✓23.s� o _ COR STD DWG r ' {� LF,_ 4 8132, TYP { 2000 LLON l :, 1 303 221.81 ; - /.S _ �, ! ' ` `' - -. + 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•,. 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,' \,. W 1 „ �t Y c ' �,ti : ... r' IE 6 21.90 _ x J W/ HTB 4' ATER 1ETER -- -- - _...n_ ._ ._ - - -- - E -F�:at 0VO+TB_ _. .._. ...__.. >.___ _._ _ _ ..- _ N 98,723,83ROS �1 o.l Q i (t) 45 BEND MJ M >, _.... _ s _ __.. CROSSING 5 .1/ C�` .. , _ _.. _._ 1U 1 ,611 9 / <' (Zi'. RT?Ef F�xMJ ' :.0 . `�� 2 �^ E �i3 t�, , �.� =� �3.g� e ®,: �% , , GV FL'x`MJ � � . � - • <4 �. -_.., _ � �.\�..'� II 1 d Z 2.51 S'C > 1 1 -.� it ` fE 18 E 1r d - "� J ` u ` „ %✓ ,�f j6 �-o. t) 6.2 O ° ( OFFICE BUILDING 15 B ?� 4, Ci. 1, WITH 4 DCVA IN BUILD�NG <_ ,3 -JS C' - _ _ TOP OF 1O W '�00 L / ?6 1 r 77:40 4 W 17 EF :.,) t.. 3. MECHANI CAL ROOM r 4 21 k �a �y /. 90 s3 \V O f i Q-) _.�� ,' /T'1 ii, `� \ r '•p 6,q N 1 ep fi.., -p„ draw. ev. - (((' ,g Ct�.l.. GOSVN TO BLDG DOM W >7 ,f,,r X3'.2? l� sr3 z W UTILITY`CBQ.SING i SE ECH FOR CONT S! . ; J 1 t C - -- - -- 9 <� r C0`f�N -��� B G FIR���?' a /` � 3U � �' '" �`� .- t`. • ��,v^ , 3o -so lr ~� � _ E 1,303,.097.09 �� - \ C ,) % SEE JCH` 4.-- ONT �<1 `S-2 C / (� (ic cl, - ° _ 1 1" 30 3(J i _ _ - SCH10: ° 8 SD =..19.98 ,7 9 4 , } _- _.�. _ /! \, ' \.: i j /' ` +� r Ji rt4' ( r� 1-3p. ipt + " TF OF 10 W 23.041 r _ ! ) „r t��Tr NE SEE s..r t± I r r t r r r r ...i r t \ .3.37 ,. C y r��' _ * _ -1 )� \ �. °s I 1 SANITARY SEWER r r r, sty a t t r r 1F " r „( -) �... / +a \J /y PLAN A 1 1 1`r 7 1,...,]. ?.( i� j4= 4J - i F b �" 1 1 =5, r��-AN '� 3 .j� _ I. C /`•l'' �� .i' ... J {'(J )` �' �_ i ,2R.2° a� as m ub t - - - -- �. w �- C251 I 0 2 D CRAWFORD ARCHITECTS, LLC -