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Plans (47) 1 11 It Ni, IIPP1411 ao M \ I I ", j ", ..............„,..„, k- o, 41Li � � $ Rives -711::::::::::- I ': ----,......„..,,, TNN 299 ....--"-' * 'I 1 . \ ��, Pill I� 298 - O I -. �D-�\ `\ \ \ �`� \�___ N \ \''' INSTALL �, -_ ��. \ AREA DRAIN POLYGON NW COMPANY I --- - \ RIM=303.32 \ \ IE OUT=301.00 \___ \ 307 '�:� I \ \ Community N \ \ _ _ - - - Design N J 296 65 _._ - -297 - -----_ \\ \ I / \\ 805.... 3 ------ GEODESIGINC '^ �� \ REVISIONS N \ / 1 DATE DESCRIPTION S ; -_---.-- 2% - \ ,`® \ 195 ( '' �it' / F � _. '11 �\:� �\ 303 :.. ...... 87 LF OF 6"(PVC) g 195._ - - - - INSTALL _-_ \@ 5-0.0200,LIN. AREA DRAIN ' 294 t RIM-295.73 , I _... R - I .._. �� IE OUT-293.74 1 22 LF OF 6'(PVC) @ 5=0.0200 MIN. - 1 -.. _... - _ •\. - 302 @ S-0.1000 3 Lf OF 6'(PVC) I I I \ N __ - 294 - // -� E 45'BEND ,•, t' �, -- _ �/y .\ �. 9 LF OF 6"(PVC) IE=291.50 �/ / �\\ l ' 45°BEND ---lDt \ @ 5=0.0200 MIN. 6"WYE- /` j _ IE=295.66 pryyf, 5 I ( IE=288.69 0 - --__ 6.WYE / 92 LF OF 6'(PVC) _ - _ ,.kb.... _ 0' i IN! INSTALL IE=294.52 5 LF OF 6•(PVC) @ 5=0.0200 MIN. -. \ \, !!���1>G 1 NFF�U/j. I 1- I AREA DRAIN 297A_P 41* AL_ @5-0.0200 MIN. - 'yJ 832 •., 1 RIM=291.72 -./ 45`BEND 50-,-"`-'10 SO " so _- ` 50 w z99 c f " �I IE OUT=290.14 1B LF OF 6"(PVC) _ .. - , •0 s if� v 292 _-. @ 5=0.1721 IE-293.68 -__ Ds, �� c�aREGON \(,`, \ \. -- �73r� 12 1E OF 6"(PVC) _ 1 _ -• l =v - -- ----- • 2• M1 29 _� @ 5=(1.0200 MIN. -.- 1'� a "' b \ 1 6" 29 1E=BEND =2 5. __ _ _____ 45°BEND _ CLEANOUT - ' IE 9 62'1fg. RIM 298.00 EXPIRES: 06-30-19 - __ - IE=293.80 IE=293.90 - __-_. -._.._ IE=296.00 a 791 f \ -.-......_ _ m I - Polygon at INSTALLINSTALL o 17- \\�\ IE=284 79 ° CONNECT TO EX AREA DRAIN AREA DRAIN \ \ `g d\ ,. M7 S r, ?3 / _ - STORM LATERAL RIM=290.91 RIM=300.53 -.. v ROShak Ridge _, IE-288.47 IE OUT=288.91 IE OUT=295.50 \ Roshak // e - -J CONSTRUCTION ----w ----w -<< w --w- w'�'' w w w w wy' w w w w j� w w �w --- -- w w w DOCUMENTS m 79)N / /i '3p OS as 6S OS as 0S - OS OS OS OS OS OS OS OS OS OS IOS 05 OSit - I ; fiP L"' SW 168TH AVENUE I - - - I ~e t- - e PARK - - - - - - 11 11 I - - L /4 4 UTILITY o O ROSHAK PARK UTILITY PLAN r JIL PLAN pat.dciittonal bids, Sewer cigar,04.4.5 slv)/1 be lnsiaikd IL at {v.'�eCITY OF TIGARD NOTES: +cueas ho't Ao exceed 100{'x. 'OA Siretsl�t vias X] f 1 -lig $ Approved [ I. ALL PRIVATE STORM LINE TO BE P/C SCHEDULE 80 3 0 d -'O Y Co�ClVt ekt. hot i2 ah=tat Lko1=�d-t I J UNLESS OTHERWISE NOTED. b Conditionally Approved [ ] 2. SEE CML DRAWINGS FOR ROADWAY,PUBLIC SIDEWALK �`O, © l..!_' AND CURB ELEVATIONS. i 'y _.�i6 a . -,• CITY SUBMITTAL 3/29/2018 ° 1h c1,t reC.'li Ldh es Get�tN 13S (lei petS See Letter to: Follow [ ] WACO SG SUBMITTAL 1/11/2018 ‘208. C� � / � 3. INSTALL PRIVATE DRAINAGE SYSTEM 18"BELOW .,� o We• «i-c.• Inv 0 p.5` Attached [ ] FINISHED GRADE. e t -} WACO FP SUBMITTAL 3/22/2018 - Permit Number: PLM aoi8-005 �p - i Address: 1436t S.Li F.:U4XT►ramBlvd. i ^ By. l V i ROY ROGERS RD KEY MAP E OFFICE COPYCl 1 l 3 10 SC0 5 10 • ■ 3MIR ME i 1 INCH=10 FEE Z ELEVATION DATUM: NGVD 29 \ \ \ \, - \ .m..........'.....'"---. 1 1111111111111MtAir , n I ,� 1 , '5,,, 111111/111111111111 - -- \ 321------- 31 I; n,- �- - R:..ven.„1-eA.A.c.tze`\ Ilr� .:....,,.....,,...:......,,,,‘:Nil..... ___,,,,__<--_,_.-:_i ____-----DITHU:ARE-O-1:D.-RA-IN'---- Pill ____--------_____/.0 _ -_-I _ 2/74.:---...:::7 ist.... At_ - --- 311///� _ ______� ._..__._ - moi_�� \\ "3j�- - � -� \`� :-------'I'-----II'I--,l POLYGON NW COMPANY 3�� 316 -- __-__-�-._` -,-� - _ _ I -- _- -- --.�_`--_' -..___ ABOVE WALL TRENCN DRAIN ._._._375 _. __. 1 _ . 7\A --�_ -X313_\ __.. �� �_--.- - - --��� I}} 111 / �s 314 _-. �_� �'I _ - _ _ _��� 713- -_ I F ,,. ' - _ - __�_ Paci is 313 I I - -_ ;�!/ / _ --f.-1- -I__ ~� Community \ _ no--- -- Design" CONNECT WALL y1A -- --�.._ DRAIN TO 307--__-_--_- \- ____- __ ""....--.._. GEODESINC PLAYGROUND _-306 ~'- -----.` \ � I _) ________ RE \ VISIONS / - RNSTALL 1�3� J--------- '- AAEAORAIN I i DATE DESCRIPTION 'W.4&NN ' \ It�� ._%�� RIM=301.48 - _- - 1_ :'�.;�/ / _.„,„ \" m__- \ V� '�� _ - __ -�Yfc' e \ ` „ .:r- RIM .87 -- _ \ - -- - EOUi=299.40 \______ i�� - _ -- \\ BOUT=299.80 �y 12 LFOF6(PVC) �� _ - - / A j' @ 5=0.0200 MIN. \\� _-------- ..-�/i' - 1 , ` \ i -R--. -� '*41 1 1 n IWGI �I � ���..III II 5=0.0200 MIN. ,---- -.� .�� -4 -x- F I � -:-_ CONNECT TO WALL DRAIN ..-_ I1 . `>> _.. II .,. INSTALL @S 00200PVC1 ��as ,V 20 LF OF 6"(PVC) 1_� AREA DRAM' 4 ffr 4)` II _ MIN. p5 as \ @ S=0.0200 MIN __ RIM=272164.40 99.86 CONNECT- , IE OUT=297.40 � �, - O WALL DRAIN � T l CO S=0.0200 MIN. \\\ ,"- �L. i IE OUT=300.70 �,�pryer r RIMEA29985 F 24 LF OF 6i[iq --.///f• • \-,. 4NIi��(PVC) _ @ 5=0 0200 MING) ��'-G II F�Y1/ :� IE-298.38 IE OUT-297.86 ---- - @ 5 .0200 ®5=0.0200 MIN.L - ✓� 6'WYE i,� PLAYGROUND DRAIN _ -! __,.y �� IE 299 48 "� CONNECT TO 45"BEND b. ' 83238' 13 III _ �1- \ ..-�� 4 E • .W IE=297.12 :: EW297.20 __ �- `__ u ,- 5O E=299.40 .,OREGON 6"WYE of- _ )_ 11.25'BEND __ _ • 7, I Q _ IIIso IE-297.64 , 6LF OF 6"(PVC) II'�'I IE 98.20 • III 5 @ 5=0.0200 iii -• , 4, A I!I @ S.0.0200 MIN. 32 LF 01141•�C) - so j............. ��' III • ATOKA , as �I ° @s=0.0200 MIN. EXPIRES: 06-30-19 ol) ' --7-------1 - . f 1 it ra ---64 LF OF 6" PVC ./MB WIb"WYE 6"WYE Polygon at _.. .34.-- IE=297.12 29 LF OF 6'(PVC) @5=D.D200 I >; �� IE=298.80 - Roshak Ridge __ � --- @ 5-0.0200 MIN. 46`BEND -I-t----- 6"WYE --' CONNECT TO �'! -__ --- - - I - 6 LF OF 6'(PVC) _----_�_ U @ 5=0.0200 MIN. IE=297.02 INSTALL �I1. ® 6'WYE AREA DRAIN 5-0.0200 MRN. IE=298.60 PLAYGROUND CONSTRUCTION RIM=300.44 DRAIN N o 6"WYE F •b,- IEOUT=297.30 E-298.66 DOCUMENTS p v o IE=297.74 CONNECT • TO EX 3 v v a STORM LATERAL _ ° v IE=290.71 - - _ N PARK F w --- w ' w w w w w � w w w w w w ^w w w w w w w w - w --- w w w UTILITY le PLAN - � - a5 a5 as 'a5 - � - 6: - °5 � a5 - a5 - � - as as as p5 a5 a5 a� - U F �- SW 168TH AVENUE o i 55 55 55 N SS 55 SS SS SS 5 I SN SS 9S A 55 55 55 55 SS 55 55 55 SS aSS 33 t \ 5 Q �`� CITY SUBMITTAL 3/29/2018 1.::;) - „ qqII _ _ '^ _ r - - IR -� WACO SG SUBMITTAL 1/11/2018 O II '� 'I ' i "� I I I ( m' I ' G G I I I I WACO FP SUBMITTAL 3/22/2018 s O ROSHAK PARK UTILITY PLAN NOTES: 0 1. ALL PRIVATE STORM LINE TO BE PVC SCHEDULE 80 o O UNLESS OTHERWISE NOTED. 2. SEE CIVIL DRAWINGS FOR ROADWAY,PUBLIC SIDEWALK O SCALE i AND CURB ELEVATIONS. 31. 0 5 10C • 2 i 3. INSTALL PRIVATE DRAINAGE SYSTEM 16"BELOW 1 INCH=10 FEET Z ELEVATION DATUM: NGVD 29 FINISHED GRADE. mi me no • LEGEND UNE TABLE LINE TABLE CURVE TABLE UNE BEARING LENGTH LINE BEARING LENGTH CURVE LENGTH RADIUS DELTA CHORD BEARING ----PROPOSED RIGHT-OF-WAY 15 5001/61101V 846.00 L20 589`5450-E 105.11' C4 61.26' 39.80 90'00017 55.15' 545'06130111 EXISTING RIGHT-OF-WAY L6 689`54'00W 136.02' 121 505`4458W 248.66' C5 48.96 300.00 9'2105' 48.91' 585'25281V PROPOSED CURB AND GUTTER a...5- L7 N89.5400W 608.21' 122 689'5400W 325.40 CR 48.96 300.00 9.2105' 48.91' 585.2528.4 --- -- -EXISTING CURB AND GUTTER LA 14600600E 1038.65' L23 989'54017W 275.17 C7 61.26' 39.00 900000 55.15 N44'5-800W - - -PROPOSED CENTERLINE L9 509'54000 930.12' CB 24.50 300.00 4'40'46' 24.49 #87'45378. - EXISTING CENTERLINE RI:ve4,Tertitace110 S89'54008. 340.66' C9 24.50 302.00 4.4046' 24.49 687'45'378. - -PROPOSED PUBLIC UTILITY EASEMENT L11 60006008. 652.97 CI3 61.26' 39.00 90'0000' 55.15' S44°5400 E - - - -PROPOSED BUILDING SETBACK L13 500'0600W 187.56' C14 61.26' 39.00 90'0000 55.15' 1445'06017E PROPOSED PROPERTY UNE 114 N89.54'00W 230.00 C16 65.11' 39.00 95'3878- 57.81' S42'04 31"E EXISTING PROPERTY LINE 115 N0006008. 639.97 Cu7 130.22' 1125.00 6.3756- 130.15 502'3650W EXISTING BOUNDARY LINE L17 509.54008. 156.37 C18 61.93' 39.00 90'5850 55.67 544'36'31W © PROPOSED HANDICAP RAMP 118 989'5400'3 154.00 ( I PROPOSED A.C.PAVING 'Pill EXISTING A.C.PAVING 1'-S.-` .; I PROPOSED SIDEWALK 8.//l/l////////A PROPOSED SIDEWALK BY OTHERS POLYGON NW COMPANY I. .', 1 EXISTING SIDEWALK O SEE EET5F RSDETAILS G ,....., Pacific Community SCALE Design 50 0 25 50 nom =wow. me m =moo 1 INCH=50 FEET GEODESIGN,INC 1 I ` iMMPI- .11111111111111111111111111111111rii. \ DATE RE DESCRIPTION I I mill ,._ i I \, -..... .._..�..i' 3'SOFT PATH ' . �._..._..._..._..._..._...� /' \ ,. / SEE LANDSCAPE PLANS • _ \, TRACT Q •\ ,/ TRACT R FOR DETAILS 1 - -• I I. • I II 1 I • 128 133 134 135 136 I 6.w 137 138 139 140 141 142 143 144 145 ��(p - 6.00' 129 130 131 132 1 - 1 PUE,TYP. '-3s4..0. 1 NE e4:4:-'4 TRACT S PUE,NP. / `j STREET SIDE STREET SIDE 133236y I _ .J/ u u j _ 146 'II I///I' ,Di.6'1MRiB8 p �lm%//II/4////I/n/////,I ✓ ,Du/u4/u,' .q/n4/44///14 111111//////r I//////////L, ,I44u4444////////////////////////////////////// \ uu,;r um uu AmmiLrnuLluullfimm7uuLau OREGON.AO ALL 81 �8���-- $` OBat��BBIN,l mem ,8RiY,E_�8_-818s�e_ B_ 44j \ SB..B_,5-111�....Is1.-'-- - - 13+00 .- _...14+00 ,., 15.00 - 16+00._ 17+00 --_-18+00 -__ 19.00 ,4j�\ '''‘s}','� 2 \ 8 -r d•F" 11.00 _.. 12+00 --4----C6- I -1 1- �-I- I - I - I L7 - __4_._ - .__i_ - I-©- -I I- 1_ \\ ° I/,/ /E J. $�' -�- N - �- L6-© +-05 _ _ __ S SUNSHINES ET _ --- -__ _ EXPIRES: 06-30-19 y r ' (, r® .'Y ,4 v v ,y W XV COAST SI V v -V NI V d-:- V VTRACT P < � Iuauuiuuununninuonnuniunauinwonm/o0/////Uauo�lo _-- s``\ - r.•• j: -�-- 45 `1B i _ � ` zr,1 çr -- Roshak Rid e I PUE,TYP. PUE,TYP. - - g cu I I STREET SIDE STREET SIDE E 1 °' I_- PUE�NP. 48 46 I it)I I i 155 154 153 152 151 150 149 147 a- 44 I1 _ I 14a •- It- P. 165 Construction Documents " / ST SIDE/ _ 170 --- ---/ I 43 I is/ I �� I TRACT HI �. 11 TRACT 1/ -� TRACT L14 -IT_- -n I W I ., -r r - i / I /I 52 / 3.00 I Fe I 157 .,I ✓ I 126 , / / y.T w I 3.W 1 w r-PUE,TYP. 42 1 ' 1 SITE F # I 53 / �" +i PUE,NP. ALLEY SIDE F1 I $i 166 w �/ / < I I I I 156 158 159 160 161 162 163 164 51- 125 / / / = 35 ALLEY SIDE 38 4a I I 1 6.00' PLAN "' /1 54 / a I 1 I PUE,TYP. o 124 / 4I 55 1- 1, 37 I I 41 I ��;I ,1 STREET SIDE . $ t23 [ EHPUETYP .3a1 1L - 7 I ��Vlmuiauuuuiuuniaauunuiiuiiunum 'm/ �.�- ® �" -. _ ---- -- ,� E "i______-' ��,#\ TRACT J 1 2+00 3+00 1+00 5 6+00 7+00 L9 8+00 9.00 10+00 167 - A. L10 - C9 CB _ 121 I 1 +- -I-O- + I- 1 O-r- I -- - t- -I t WNSV LE STOP - - I - I - I c3 .. . .•._ /�-������� 4...�, - %i,.. SW mrr/ n rmn9nnuuun,nin////////////////nununiirniiiainuainwuevuuin6 iniriuoiuni' ,mi 11 n unci I " t20 ¢msB�el/BieLS®wsm8�®Nn sBli `. c a= 119 i� / TRACT I 1 • v _ �"' a3. 1 Ew �,, 1 Bye! ,F> 1 \,.F- // CITY SUBMITTAL 3/29/2018 'L" u / 6.00 34 1 _/ 6.00 98 8 0 'A' 6.00' i,,,,_ �ry / WACO SG SUBMITTAL 1/11/2018 �? 118 i Qq 57 j PUE 7YP. COD I i' PUE,TYP, I , j PUE,TYP. / WACO FP SUBMITTAL 3/22/2018 o PUE�TYP TYP.-'1 I ( IT 15TREET SIDE I / © STREET SIDE II I STREET SIDE B / 168 220 219 218 217 216 215 214 / 3 ' � 116 1- 'r 59 i � I 33 n � 2 I � ' I i I1 • 1 2134 I / / / I I / �_ 6.DP 1 :''; \-\\ 1 - / / / I J < I-- PUE,TYP. 1 I / [-1 N115 1/ / / n / 1 3.00' I STREETSIDE -- i0 1 61 / I 32 L.-PUE,TYP. 3 1 - 1 F 1 , 8 /h 114 10I 0 / I I 1 ALLEY SIDE1 i 11I T N / 169 M I2 �� I i 1� 1 J 212 a _..mil.._',. ••• . ■ _ _•• iii I_ .■ '' • ._.f_.f_.f_.t_.!_.f_..��it.t .._.■ 4 . 1 MATCHLINE Z ELEVATION DATUM: NGVD 29 SITE PLAN SHEET 4.2 OWN'LINE TABLE LINE TABLE CURVE TABLE UNE BEARING LENGTH UNE BEARING LENGTH CURVE LENGTH RADIUS DELTA CHORD BEARING GENERAL NOTES 15 50011600W 846.00 L20 589'54211TE 305.13' C4 61.26' 39.00 90'0000' 55.10 545`06130'W 7 1. REFER TO SHEET 4.1 FOR LEGEND Li- L6 1819•5400111 136.07 121 S05'4458'W 248.66' C5 48.96 300.00 9'2195' 48.91' S85`252814 L7 ARV 3400W 608.21' 122 189.5400W 325.47 CA 48.96' 300.00 9'2195' 48.91' 585'2528111 1.8 N000600E 1038.65 123 N89•54071V 275.17 C7 61.26' 39.W 90'0000 55.10 1144'5407W L9 50754001 530.17 CB 24.50 300.0 4`4046' 24.40 N87-4E3TE L10 509"54001E 340.66' C9 24.50 300.0 4'4046' 24.49 tar 453TE' �88 L11 N000690E 652.97 C13 61.26' 39.W 90` 00 55.15 544"5400E I .0e)t, e . -'. 0'0 L13 SO600W 187.56' C14 61.26' 39.W ` 00900000 55.10 1145'0607E 114 N89'54'00W 230.00 C16 65.11 39.00 95.3850 57.81' S470471"E 115 N01706900 639.97 C17 130.27 1125.00' 6`37%• 130.10 502`2600"W rigi 117 589'54001 156.37 C18 61.97 39.W 90'5858' 55.67 544'3637W L18 589'54008 154.00 POLYGON NW COMPANY MATCHLINE SITE PLAN SHEET 4.1 L•rr�•••••*•••�•F ■r•� • '1 r••�1•■ •:••r•�•1111.1•)15•••••••• •• •1•• •� • r .. 1�■■ 2•�•••EM•• •••�•• •••�•••-••I ■• r••••�112 2 63 i 1 TRACT006 207 208 209 210 211 PUE 00 I 1.• Pacific I 64 �- PUE,TYP. I I I STREET 51 �' � 1Community 111 I��- / 65 / �QQ I t STREET SIDE 5 g I • I ( 1 � 2' Design 110 66 X 30 / E I � ' .•L maw ////I/ vaa iiui ////////////////////////////////////////////////s m 4° �. 170 / u/ / '� / I - �1 --.. SW GOLD COAST LANE _ 109 / cq_�./� / / 1 1 �+`��! ��� I -1 + I ©-+- P / �1,�� / / 29 I 6 I 1 • 1 1 �/ (.'�/' 3.00 L23 3 1+04 GEODESIGN,INC 108 7� 67 / / I= I 1, _ 221 i. A, ,. 11��®�es�IIIIMM 8888 I / I - I I r / vuiwuivimmnirnia7iimnimamiamnunuavnunuirmamiar® / / i/ ' I 107 / 68 I / ` I I I �� -- ---- -- `� REVISIONS 3% 69 I / 28 7 I 1r��7%\.� }� / 171 DATE DESCRIPTION 106 _IIPUE, / 70� ,N ,,, / + H I I _I v 222 1 f ;./ r. 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SW BOTANY BAY LANE _-- / `' � / / / 1 I I r I ,..-r_.7.......................;-,. p I / I 11 1 - wuua7nnoioiniumoiinimnomvmm�mminrnauinmm�ns■ 174 ° 7. 1 //� /G I 1 / - / u % / % 78 22 13 / ����•� 7 • 6'^"7 '`�I I 0 L- EXPIRES: 06-30-19 95 r �- / I / I 1 I r :✓+' PUE.TY0. / r- 79 / I I I / . / I I �!,' I I / / / I 227 I 1+$! I STREET SIDE 194 193 192 191 ' ,f ^ } I MO80 / I 21 14 0 I / 1 1 1 nl I `1 n�/t Polygon at v / / 1 I I / '3 I i95 3.ar I/ e, 1 1 , l_;= 1 a i 175 Roshak Ridge �° _ 92 PUE,TYP. / / 20 I 15 / j 1 1 228 I /I'H ,i � I 82 } 1 ! 1 I - i 37 / /' / I I _ I I �Ii' I I 1u / Construction Documents Li N 90 I/ �I 84 // / 19 16 ',,. IAr�, I _,• 89 I/ J I / 3.00' I // ',,, I I I 229 • i I 6.�. 187 188 589 190 •I ii 176 ill i \ / / g5 / I T PUE,TYP. / I PUE,TYP. 111 / 88 I/ I /I _- I ALLEY SIDE / TRACT U I : I I / �. STREET SIDE y.• I % / m IAl I ,B r 17 L t /I1 �� I ( >. ] L.®C SITE L.LiF. al LB3 N I86 , I� I I 230 I X":, r,, /./ :� :.:�" I 4 PLAN \ .i, 3i0L�� i _ .. 9 ^p I �, C- /'::9.00 10.00 L2U 11.00 t e ' \ �''��, �' -1- - -�- - I -I-©- -I +. // 177 .W 8 I a.QM- - ,4..L_,. , I - f - K - +© - 1 TRACT V -I IIS / TRACT W - L77 G4 \SW ROCKHAMPTON LANE - L18 ` .� G 5- \ 11 a SW ADELAIDE LANE 6.00' 1 -._ __. r n/I�uG7/I -� 231 �i eed � 88881��"�ere888881eee81 . \ �f If PUE,7YP. sir; ,,8888' C88888�81.81"�eei88N81��.8�88�%80.rA pi47n��7nn7Vui7niG7niOninriimmimmorMIIIIMMA, ,,MMIIniIMIANVO/urn.wdd o \ uar r/ •rr.aiunnmmunnunnrlAIMrmarnunoumnnmmmrnn vnnm' nnm IMI., MS61FruiiWingi/�� - -`. , STREET SIDE D �WM1 sr Iilaz i . I "�//J U 233 232 / gQ r 184 183 182 181 180 179 I L^ 242 241 240 239 238 237 236 235 234 / • 11/4411112 TRACTT I / 178L / .,\ I ® CITY SUBMITTAL 3/29/2018 Z�L / Ai' /- 4 WACO SG SUBMITTAL 1/11/2018 .. A �����! � 1= '' bi l'�t+ A- WACO FP SUBMITTAL 3/22/2018 CC ______e•�_-.-- 01 \� \�e4aatr .: .,_.. - moi -2f�` �� q '-'t• --- - - -- --- - _ 9.00 10.00 11.00 12.00 +A • 5 1 \ 2.00 3.00 4.00 5.00 6'� 8��� 1 I I O I 1 I I 13I 1 � o - SW BULL MOUNTAIN ROAD IC.R.N0.2621 _ _______ _. - - - - - - -. 4 _ _ _ _ _ nrk. 4 0 2 �tf • _ .._ �� SCALE ! 50 0 25 50 Z ELEVATION I�A1'''�: NGVD 29 1 INCH=50 FEET