Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Drawings
UN3J3l 34IS_.,; 3d V:. O D v r- V/N rn cr' CA NO 1MOS.30 IV533 - S3Imd3NoSI0 ANY 3O A131VIQ•3WWT a33NI9N n: AdIION IIVHS HQ1OYI1N0Q "Sa33NIJN'3 NOSMY :=3ddd Woad AUMS' r MY :a3NMo 18 aMIA09d NOL MMANI. WOHA 031VInDId3 :3a3M ; SSS 03SO4004 163 S1N303AoadWI,bNILS:I 3 1333 b$' 983 ; HOI11fA3:1,3 _ .d bXSa MVWHOM38 1333 'Sti`98r �NOIIVA'3'13 - :oZXSs ;�BVWHON38: -: A -14V Yt HJN334_ w moivY . } ... G Z 6 N3Hl SHOW ON 3ii ,o 3:3W IS: OW 3ON3833d10 1V011a3A NI a.9 033OX3 ION 11VHS W Sdu Sun m z r NOT1D3l tO t/s ANV NI' 3dOIS %Z 0330X3 10N IIVHS S30t/d5 9.NDIHVd:-319'ISS300a -..) aw m 9d0'iS: 'EdNIOfLLI�JNO"i �' Q �_... XF/W w c (INV 3d0►S SSOaa XtlW �Z .LtJ 39 1 31 a 3 Z � 0 S n0 �8ISS3aatJ oNt/ SA"11iM30I: `. < S P > c f :OL 031WIlS .1ciN G'1 AaW ifl8 3afl70N. HOIHM SQt1lfoNtliS Sal "oNb t/oV F3H1 13349 31IS- ,NO S3{MHS - -� 1V 1tM3 3HflSN3 Ol-A1.IIISISNO4§3H SHOJ.OVlH1N00 3Hi:SI II `-311Th 14 O 0 Z Z _ -€ �C swooi JN"IONOd 108N3 GWbVkVHo3AIlISOd NIV1NIVW 01 SiN3W3n0HdWI:03SOd0ad3Hl3t80 - ,Oi SI H010tIa1N00SNa3lltld t/ t/ 3J NI HO 3NI1SIX3 SiO3dd3 S8S 03SOd OHd 14 3H,1 =11 N6I10ntl1SNOa 01 HOIMd 833NION3 AdIlON 17VHS a01011fi1N0a 'AHdVUDOd01 30 asn 3Hl 1nOHlIM 031t/3a0 SVM N011tlan�JI3N00 Se$` 3H1 "£l ' •'1S3n03tf NOd ; 3lST IVAV 38 I'MS1410d itiNOIi cov '03a33N W. 03GIAOHd 38V S1NIOd IO,OINOD< IVNOISN3WI0:: -ZR. ' �JNIJi\f1S NOI10n1i.SN00 1�tt H03 .:3'iSISR10dS3a ' 38 "i'ItfHS 'HOiOtIa.LN00 3}1.9 ' L'L 3SN3dX3 Sa013VH N00 9141 1V Q3aIW3830 71W. HS. 401:WHINOa 3H1 A80abvW d rAIN HO SMdI`d 3H1 NO, NMOHS H3H13HM `SHIIIIIA ANV 'NO110nH1SNO301::aOIHd::s3iii-niff JNIlSIX3 d0 NOUVI VX3 3HI 1�;dI8 A TIbHS H010Va1N00 3FU "NOI10I0 IHnr: I S S. Hl NI NOI:LO0H1SN00 Ha'IIWIS: S �331V/ N3 80d 8NOI1b01dIa3dS 371aVaIZddV 'lit/ 01 WHOMOD 1�VHS sN0llb0idlJ3dS #103rOHd.:3H1 NI 03113n 1-1� I00 a dI03ciS lON 3tf3HM 10VHiNOO.A SZH_ N_O_ M a-3`dt�d 30 3d0083H.1 NIH:LIM S3Hf G30OHd NOZ10AI11SNM ONV S"ibIa3ldW '1"}11 ' '0310N 3SIMH3H10 SS3INn `HJIH: ,A AHV SSIM lltd "8 >i ' 3SN3dX3 S", 10IOVH N00 3H1 IV 03OVId3H 38. 'i�tMS; A3Hl. S33AOldW3 SIH ki0 H016V81N00 �`► �Z _ 3yl A8-O3AOVGH HO 031Oa1S30 3HV ANV Al SNUVWHONIS V :S1NIOd -1oalNoa saoa�sNld a 3NHoa A1a3doHd IItr 3Aa3s3ad mays aaistralNo0 'L s 1 i ' S N•� 3� . Yo f 0 s�1-1'dM30Is sAdM3AIaa N . '�. � saana 1 3W3ntrd l •133NS SIHl NO .Z S30N3d 3IlIn 4 310N7K83N39: =_ S Iln N 30N383338:0 . • J I1SIX3 1 N 1 8010V1! l" 0 . 3 00 3 VWt/ . Ntl 1N0.0 $g 0 0 A IlI N00 a _ �� NO 0 31138. ..:........................ ,, . t k10' lVNIJI80 Si.:'I' of 1011'It8 NtlHl\�N % 9NIa01S3ti t10d 3�9ISNOdS3H As IbVHS 3i01abaJ NoO ' 9 ...................../ Nr 'S'y♦Y "♦ N,:^ f; # ✓ .*�/ :.ice? € r+'" L � � l €:€ N"' ,,,.:'�, /' ♦� � ,,.. JY Z6'£8Z LZ•tr8Z 9S i BZx:. 16'i 9Zx 6fi'SBZ. L`b'SHZ L£ 982% £8'98Zx Z6Z8Zz now: :�wwr!" �A�fir. fir. ��/� �', r•� ::�/" . 4 f � � {'+ S U: ✓ V//` . Ciiti8Z. Q4'b8Z' Av • 6L"trBZ:: i �i$iti8 10'582: / W9 Z` OZ;98Z 80; L8Z GZ'£SZ? ;'. y:W927", SL.58Z_ a 69.98Z az Ls ti8z:- L£ £ 80 ti 3Z tr9 L8Z t£ £8Z SZ" ! _ ZZ S -69: bBZ _ . ,...:.....�.....� � :_.__ . _. 7r LS:SBZ- \. { , �«�,>_ 5 F 9tr.98Z ZLs8 t 9L 982 9 £B�x :� \ #, -a. 9Z Sg? .;�8� - -:: �'LSZ 86'987._::: ^. ,.... � tee;• #� / 8L:98Z O L. L8. "ti !, ix t 06'282;, ! >,. Qs'L9Z Z5'L9Z: ",S8'98Z`n 86;982 Sl'LBZ: X01-nz- �, 96'982!66"982: tr9 L8Z' t-L.98Z tr', 8 £'G8Z 921982 0 .S Z LL L8Z. Z. L8Z. j� S ZZ 182. { F � �s , �\......_....�..:...� .. os ssz ,-, � .:�.-�-} ...:�.... � ..,�-�-�----.�..�.e_ __�_....�., ..., _ , �..._._,�.� t Ls2 U S£:5 �Ef3GtL_g 95'S8Z 98 SS'SBZ 1 C98Z ,._�€` ( _ �0.:... �" SZ.'-L8Zr L6?L8Z' b£ G8Z z 4� L8Z 06.982.:, le, n. I�S€'.L8Z 9L Z % d� 88'£82 i - :. f' A .f. xl Lo vsz. �.� Q: � , •� ,,.ss-ssz 6Q.Ls2. #A :j - Ol 823 F 4 LY '' .L8Z _..,.:...�_._;, - 333 , - BZ:. , i ft{ sL r ,. 09 - LBZMt . - t i L8Z _ 9 L E i. € L5 SB . _ _ 06 S8Z. F .. _ L8 1- _ 6£ r 1 4L Q £SZ L":. . 9 218 O L8 r . o ss # 23 tr z str 9az . Lt 9Z ! r. 4 _ 3W %x L 3 3W s • W ,..... ,s _Lsz 95 L8Z31 :x99 9 � c r. ::. .vy LZ L8Z f .gg p p �p�rL& S 21 L8Z o � p 982'.. �.� t 9L _.�_...... > £ 982 98 � E: LSZ ti, cS_ eppp0 L8Z J iii Rtt- :.. • p p p 00' 9823 0 !• 3.8231 .,1,�. , ; ♦ ,: p „ � , > a.: � x -_- d ,� _ � �,�...,.....:�.-,r.: • :... o pp.pp �'t .� � F .. ...,. , ,. 6L 982. :. �--r-- �, , , _ �,,.: w'r: - �._.�_�, . �_ ...W. ..._.., _. - <_ bZ 982 99982: S .. Z 8 982. _ ry 9L 982:' : :. , ... i S::98Z; . , ., b �.. S 5- r--' � 62.982 . .. s..>M... ,., a g z L Fez _ . _...� _.. _ � , , . �:. � C . sz Ls ._ .. �. AZO. LS .. r 9 € 8-982.. L L .9SZ. 9 j i x L8Z... _ _ ., .. 9 982 } L8Z, # "x £L 5 r s j 1 / L r' £ 86" tr 98 f _ I z6S.98Z b8'98Zk r os z j _ ..,, \\ t OG:LSZ8.:9 ,• ..; �/ ; . € , F 3W Eo Lg. iy, tr5'9BZ (5;982 ?`,� 6£;88 . #� L8Z . 80 L8Z 6.'9 9Z 909 L8931 82 ' Lz'ssz s ssz E f � Ltr 98 + - 3W i I lt< 982 0�'98Z g >: , x £ 982_. , 08'£HZ.;SZ`b8Z 1�R LS;S8Z 6-:982 I oz 98Z� ,Z* 9SZ LS 982, , Lc, ��saz : '.-..--�,3WW 1 Z£; 982 Z98Z S.L. 982. _a.. tib 982. 6:982 _ £t ,982, 89:9 Z : L8.98Z. $L 982. 19.982 £ L_98Z 3W' 96 8Z Q , _ S9 982 8 b 982 -£ t 8Z AC99 Z 982 p •.,.•- ' L,>� 9BZ\.Z :, . ,.ZG 98, sz ssz _ 3W. : 3 i ' sz � OL •:3823- S£ £ ; 51'-b8Z .. t� i f Z . 86'98 r L8 £SZ Z £5 S8Z ��, �Z8 982. � 9'6;982 �, 6 9BZ � ,7 ., x `:, Z 982 ZS ssZ , zb 9$. " ,(� ss 9sz , �. OZ . L8Z31 V € r : �s 9z Ix _.,. F , J1 y L/ 1 U ao csz 9'98Z j tr8 £8Z x' fra 982: r,. 6C L8Z; 69.582 ( x8£ 982 3, 482 L6:58Z t 9 : , 60;98 rf £#r98Z. r. iH: , ;., ZL,LBZ' L:4:£8Z ♦ ;, : r ..: :< .., , ..:_.. ,.-`, --,-,:. ._....'�,�. ,�:.�._.. 982. 18.982 1.._..._,.._,.,....._5.9.::9..8 .._... w �, • s £gz, e:. sss ,,: _.._ .._... Ls :""99.9 L5Z .. €Q 982 . � ,�°. x, 8 k t,, %.. S1 98 82. 1£982 .. F zz L 98 '.r L ti .lZ.:tBZ•. 8Z 8.582 0. , . 7x.... ..._ £ £ .,..,� :�. '���.. .as' s._wrtt�:,'w w•�.�� �u :w•�� �: is •> :..,,__....;....:_�.�-...--..,... s.£sz 4 x s1 z . tr L 8 ---- •LQ L8Z' 01 tr8Z ZS 8Z r 69 £9Z �`^ , . , ' .: > :.. :,. , ..;..., .�.,..� SL:SBZ ; . r _, $L>S8Z .. . ,.91'992:: Sv'99Z e ;. wcgz 90,92Z _ S,L bBZ 8fr 9:b8Z _ .._._ .28.582._ ...-....,.._. .�_ . �..�. ._.:__.. �_. _ _:. •..:.. _ u _, _ __ ,.... _ _ �., 9BZ ,_. �._____�__.._..___.._._.._._.._».: .._�._ ,_.., ,... .,...:�. ._. 96 £9Z 09 £8Z 99`£8 '9 £8Z. _ - -, :� 09„ . _.... � £0'tr8Z' b9'tr8Z L£•S8Z' 19'882 1fi;S8Z _ � - L8.5BZ trO;98Z Str:98Z 911 L €8Z,. Z2,22Z Z°1 892 89.882 ZL'982 L1..98z: 06 SBZ;.141 ; 80992 Z6 9SZ is r rn' 5`1'N d!dW "N'(7i1yo a 0 c s O z ;0 D O m m m t,) _,... _. taN�n� 01H9�3'}3 O m :)D r to a. � 01 a31�nn: ... G z: > z _ 113nn3s AHeclNW. Z c z z z, Z° NOIldW)IOAI JNi WVJ UN3J3l 34IS_.,; 3d V:. O D v r- V/N rn cr' CA NO 1MOS.30 IV533 - S3Imd3NoSI0 ANY 3O A131VIQ•3WWT a33NI9N n: AdIION IIVHS HQ1OYI1N0Q "Sa33NIJN'3 NOSMY :=3ddd Woad AUMS' r MY :a3NMo 18 aMIA09d NOL MMANI. WOHA 031VInDId3 :3a3M ; SSS 03SO4004 163 S1N303AoadWI,bNILS:I 3 1333 b$' 983 ; HOI11fA3:1,3 _ .d bXSa MVWHOM38 1333 'Sti`98r �NOIIVA'3'13 - :oZXSs ;�BVWHON38: -: A -14V Yt HJN334_ w moivY . } ... G Z 6 N3Hl SHOW ON 3ii ,o 3:3W IS: OW 3ON3833d10 1V011a3A NI a.9 033OX3 ION 11VHS W Sdu Sun m z r NOT1D3l tO t/s ANV NI' 3dOIS %Z 0330X3 10N IIVHS S30t/d5 9.NDIHVd:-319'ISS300a -..) aw m 9d0'iS: 'EdNIOfLLI�JNO"i �' Q �_... XF/W w c (INV 3d0►S SSOaa XtlW �Z .LtJ 39 1 31 a 3 Z � 0 S n0 �8ISS3aatJ oNt/ SA"11iM30I: `. < S P > c f :OL 031WIlS .1ciN G'1 AaW ifl8 3afl70N. HOIHM SQt1lfoNtliS Sal "oNb t/oV F3H1 13349 31IS- ,NO S3{MHS - -� 1V 1tM3 3HflSN3 Ol-A1.IIISISNO4§3H SHOJ.OVlH1N00 3Hi:SI II `-311Th 14 O 0 Z Z _ -€ �C swooi JN"IONOd 108N3 GWbVkVHo3AIlISOd NIV1NIVW 01 SiN3W3n0HdWI:03SOd0ad3Hl3t80 - ,Oi SI H010tIa1N00SNa3lltld t/ t/ 3J NI HO 3NI1SIX3 SiO3dd3 S8S 03SOd OHd 14 3H,1 =11 N6I10ntl1SNOa 01 HOIMd 833NION3 AdIlON 17VHS a01011fi1N0a 'AHdVUDOd01 30 asn 3Hl 1nOHlIM 031t/3a0 SVM N011tlan�JI3N00 Se$` 3H1 "£l ' •'1S3n03tf NOd ; 3lST IVAV 38 I'MS1410d itiNOIi cov '03a33N W. 03GIAOHd 38V S1NIOd IO,OINOD< IVNOISN3WI0:: -ZR. ' �JNIJi\f1S NOI10n1i.SN00 1�tt H03 .:3'iSISR10dS3a ' 38 "i'ItfHS 'HOiOtIa.LN00 3}1.9 ' L'L 3SN3dX3 Sa013VH N00 9141 1V Q3aIW3830 71W. HS. 401:WHINOa 3H1 A80abvW d rAIN HO SMdI`d 3H1 NO, NMOHS H3H13HM `SHIIIIIA ANV 'NO110nH1SNO301::aOIHd::s3iii-niff JNIlSIX3 d0 NOUVI VX3 3HI 1�;dI8 A TIbHS H010Va1N00 3FU "NOI10I0 IHnr: I S S. Hl NI NOI:LO0H1SN00 Ha'IIWIS: S �331V/ N3 80d 8NOI1b01dIa3dS 371aVaIZddV 'lit/ 01 WHOMOD 1�VHS sN0llb0idlJ3dS #103rOHd.:3H1 NI 03113n 1-1� I00 a dI03ciS lON 3tf3HM 10VHiNOO.A SZH_ N_O_ M a-3`dt�d 30 3d0083H.1 NIH:LIM S3Hf G30OHd NOZ10AI11SNM ONV S"ibIa3ldW '1"}11 ' '0310N 3SIMH3H10 SS3INn `HJIH: ,A AHV SSIM lltd "8 >i ' 3SN3dX3 S", 10IOVH N00 3H1 IV 03OVId3H 38. 'i�tMS; A3Hl. S33AOldW3 SIH ki0 H016V81N00 �`► �Z _ 3yl A8-O3AOVGH HO 031Oa1S30 3HV ANV Al SNUVWHONIS V :S1NIOd -1oalNoa saoa�sNld a 3NHoa A1a3doHd IItr 3Aa3s3ad mays aaistralNo0 'L s 1 i ' S N•� 3� . Yo f 0 s�1-1'dM30Is sAdM3AIaa N . '�. � saana 1 3W3ntrd l •133NS SIHl NO .Z S30N3d 3IlIn 4 310N7K83N39: =_ S Iln N 30N383338:0 . • J I1SIX3 1 N 1 8010V1! l" 0 . 3 00 3 VWt/ . Ntl 1N0.0 $g 0 0 A IlI N00 a _ �� NO 0 31138. ..:........................ ,, . t k10' lVNIJI80 Si.:'I' of 1011'It8 NtlHl\�N % 9NIa01S3ti t10d 3�9ISNOdS3H As IbVHS 3i01abaJ NoO ' 9 ...................../ Nr 'S'y♦Y "♦ N,:^ f; # ✓ .*�/ :.ice? € r+'" L � � l €:€ N"' ,,,.:'�, /' ♦� � ,,.. JY Z6'£8Z LZ•tr8Z 9S i BZx:. 16'i 9Zx 6fi'SBZ. L`b'SHZ L£ 982% £8'98Zx Z6Z8Zz now: :�wwr!" �A�fir. fir. ��/� �', r•� ::�/" . 4 f � � {'+ S U: ✓ V//` . Ciiti8Z. Q4'b8Z' Av • 6L"trBZ:: i �i$iti8 10'582: / W9 Z` OZ;98Z 80; L8Z GZ'£SZ? ;'. y:W927", SL.58Z_ a 69.98Z az Ls ti8z:- L£ £ 80 ti 3Z tr9 L8Z t£ £8Z SZ" ! _ ZZ S -69: bBZ _ . ,...:.....�.....� � :_.__ . _. 7r LS:SBZ- \. { , �«�,>_ 5 F 9tr.98Z ZLs8 t 9L 982 9 £B�x :� \ #, -a. 9Z Sg? .;�8� - -:: �'LSZ 86'987._::: ^. ,.... � tee;• #� / 8L:98Z O L. L8. "ti !, ix t 06'282;, ! >,. Qs'L9Z Z5'L9Z: ",S8'98Z`n 86;982 Sl'LBZ: X01-nz- �, 96'982!66"982: tr9 L8Z' t-L.98Z tr', 8 £'G8Z 921982 0 .S Z LL L8Z. Z. L8Z. j� S ZZ 182. { F � �s , �\......_....�..:...� .. os ssz ,-, � .:�.-�-} ...:�.... � ..,�-�-�----.�..�.e_ __�_....�., ..., _ , �..._._,�.� t Ls2 U S£:5 �Ef3GtL_g 95'S8Z 98 SS'SBZ 1 C98Z ,._�€` ( _ �0.:... �" SZ.'-L8Zr L6?L8Z' b£ G8Z z 4� L8Z 06.982.:, le, n. I�S€'.L8Z 9L Z % d� 88'£82 i - :. f' A .f. xl Lo vsz. �.� Q: � , •� ,,.ss-ssz 6Q.Ls2. #A :j - Ol 823 F 4 LY '' .L8Z _..,.:...�_._;, - 333 , - BZ:. , i ft{ sL r ,. 09 - LBZMt . - t i L8Z _ 9 L E i. € L5 SB . _ _ 06 S8Z. F .. _ L8 1- _ 6£ r 1 4L Q £SZ L":. . 9 218 O L8 r . o ss # 23 tr z str 9az . Lt 9Z ! r. 4 _ 3W %x L 3 3W s • W ,..... ,s _Lsz 95 L8Z31 :x99 9 � c r. ::. .vy LZ L8Z f .gg p p �p�rL& S 21 L8Z o � p 982'.. �.� t 9L _.�_...... > £ 982 98 � E: LSZ ti, cS_ eppp0 L8Z J iii Rtt- :.. • p p p 00' 9823 0 !• 3.8231 .,1,�. , ; ♦ ,: p „ � , > a.: � x -_- d ,� _ � �,�...,.....:�.-,r.: • :... o pp.pp �'t .� � F .. ...,. , ,. 6L 982. :. �--r-- �, , , _ �,,.: w'r: - �._.�_�, . �_ ...W. ..._.., _. - <_ bZ 982 99982: S .. Z 8 982. _ ry 9L 982:' : :. , ... i S::98Z; . , ., b �.. S 5- r--' � 62.982 . .. s..>M... ,., a g z L Fez _ . _...� _.. _ � , , . �:. � C . sz Ls ._ .. �. AZO. LS .. r 9 € 8-982.. L L .9SZ. 9 j i x L8Z... _ _ ., .. 9 982 } L8Z, # "x £L 5 r s j 1 / L r' £ 86" tr 98 f _ I z6S.98Z b8'98Zk r os z j _ ..,, \\ t OG:LSZ8.:9 ,• ..; �/ ; . € , F 3W Eo Lg. iy, tr5'9BZ (5;982 ?`,� 6£;88 . #� L8Z . 80 L8Z 6.'9 9Z 909 L8931 82 ' Lz'ssz s ssz E f � Ltr 98 + - 3W i I lt< 982 0�'98Z g >: , x £ 982_. , 08'£HZ.;SZ`b8Z 1�R LS;S8Z 6-:982 I oz 98Z� ,Z* 9SZ LS 982, , Lc, ��saz : '.-..--�,3WW 1 Z£; 982 Z98Z S.L. 982. _a.. tib 982. 6:982 _ £t ,982, 89:9 Z : L8.98Z. $L 982. 19.982 £ L_98Z 3W' 96 8Z Q , _ S9 982 8 b 982 -£ t 8Z AC99 Z 982 p •.,.•- ' L,>� 9BZ\.Z :, . ,.ZG 98, sz ssz _ 3W. : 3 i ' sz � OL •:3823- S£ £ ; 51'-b8Z .. t� i f Z . 86'98 r L8 £SZ Z £5 S8Z ��, �Z8 982. � 9'6;982 �, 6 9BZ � ,7 ., x `:, Z 982 ZS ssZ , zb 9$. " ,(� ss 9sz , �. OZ . L8Z31 V € r : �s 9z Ix _.,. F , J1 y L/ 1 U ao csz 9'98Z j tr8 £8Z x' fra 982: r,. 6C L8Z; 69.582 ( x8£ 982 3, 482 L6:58Z t 9 : , 60;98 rf £#r98Z. r. iH: , ;., ZL,LBZ' L:4:£8Z ♦ ;, : r ..: :< .., , ..:_.. ,.-`, --,-,:. ._....'�,�. ,�:.�._.. 982. 18.982 1.._..._,.._,.,....._5.9.::9..8 .._... w �, • s £gz, e:. sss ,,: _.._ .._... Ls :""99.9 L5Z .. €Q 982 . � ,�°. x, 8 k t,, %.. S1 98 82. 1£982 .. F zz L 98 '.r L ti .lZ.:tBZ•. 8Z 8.582 0. , . 7x.... ..._ £ £ .,..,� :�. '���.. .as' s._wrtt�:,'w w•�.�� �u :w•�� �: is •> :..,,__....;....:_�.�-...--..,... s.£sz 4 x s1 z . tr L 8 ---- •LQ L8Z' 01 tr8Z ZS 8Z r 69 £9Z �`^ , . , ' .: > :.. :,. , ..;..., .�.,..� SL:SBZ ; . r _, $L>S8Z .. . ,.91'992:: Sv'99Z e ;. wcgz 90,92Z _ S,L bBZ 8fr 9:b8Z _ .._._ .28.582._ ...-....,.._. .�_ . �..�. ._.:__.. �_. _ _:. •..:.. _ u _, _ __ ,.... _ _ �., 9BZ ,_. �._____�__.._..___.._._.._._.._».: .._�._ ,_.., ,... .,...:�. ._. 96 £9Z 09 £8Z 99`£8 '9 £8Z. _ - -, :� 09„ . _.... � £0'tr8Z' b9'tr8Z L£•S8Z' 19'882 1fi;S8Z _ � - L8.5BZ trO;98Z Str:98Z 911 L €8Z,. Z2,22Z Z°1 892 89.882 ZL'982 L1..98z: 06 SBZ;.141 ; 80992 Z6 9SZ is r rn' 5`1'N d!dW "N'(7i1yo n _. taN�n� 01H9�3'}3 O to � a31�nn: ... G z: > z _ 113nn3s AHeclNW. Z c UN3J3l 34IS_.,; 3d V:. O D v r- V/N rn cr' CA NO 1MOS.30 IV533 - S3Imd3NoSI0 ANY 3O A131VIQ•3WWT a33NI9N n: AdIION IIVHS HQ1OYI1N0Q "Sa33NIJN'3 NOSMY :=3ddd Woad AUMS' r MY :a3NMo 18 aMIA09d NOL MMANI. WOHA 031VInDId3 :3a3M ; SSS 03SO4004 163 S1N303AoadWI,bNILS:I 3 1333 b$' 983 ; HOI11fA3:1,3 _ .d bXSa MVWHOM38 1333 'Sti`98r �NOIIVA'3'13 - :oZXSs ;�BVWHON38: -: A -14V Yt HJN334_ w moivY . } ... G Z 6 N3Hl SHOW ON 3ii ,o 3:3W IS: OW 3ON3833d10 1V011a3A NI a.9 033OX3 ION 11VHS W Sdu Sun m z r NOT1D3l tO t/s ANV NI' 3dOIS %Z 0330X3 10N IIVHS S30t/d5 9.NDIHVd:-319'ISS300a -..) aw m 9d0'iS: 'EdNIOfLLI�JNO"i �' Q �_... XF/W w c (INV 3d0►S SSOaa XtlW �Z .LtJ 39 1 31 a 3 Z � 0 S n0 �8ISS3aatJ oNt/ SA"11iM30I: `. < S P > c f :OL 031WIlS .1ciN G'1 AaW ifl8 3afl70N. HOIHM SQt1lfoNtliS Sal "oNb t/oV F3H1 13349 31IS- ,NO S3{MHS - -� 1V 1tM3 3HflSN3 Ol-A1.IIISISNO4§3H SHOJ.OVlH1N00 3Hi:SI II `-311Th 14 O 0 Z Z _ -€ �C swooi JN"IONOd 108N3 GWbVkVHo3AIlISOd NIV1NIVW 01 SiN3W3n0HdWI:03SOd0ad3Hl3t80 - ,Oi SI H010tIa1N00SNa3lltld t/ t/ 3J NI HO 3NI1SIX3 SiO3dd3 S8S 03SOd OHd 14 3H,1 =11 N6I10ntl1SNOa 01 HOIMd 833NION3 AdIlON 17VHS a01011fi1N0a 'AHdVUDOd01 30 asn 3Hl 1nOHlIM 031t/3a0 SVM N011tlan�JI3N00 Se$` 3H1 "£l ' •'1S3n03tf NOd ; 3lST IVAV 38 I'MS1410d itiNOIi cov '03a33N W. 03GIAOHd 38V S1NIOd IO,OINOD< IVNOISN3WI0:: -ZR. ' �JNIJi\f1S NOI10n1i.SN00 1�tt H03 .:3'iSISR10dS3a ' 38 "i'ItfHS 'HOiOtIa.LN00 3}1.9 ' L'L 3SN3dX3 Sa013VH N00 9141 1V Q3aIW3830 71W. HS. 401:WHINOa 3H1 A80abvW d rAIN HO SMdI`d 3H1 NO, NMOHS H3H13HM `SHIIIIIA ANV 'NO110nH1SNO301::aOIHd::s3iii-niff JNIlSIX3 d0 NOUVI VX3 3HI 1�;dI8 A TIbHS H010Va1N00 3FU "NOI10I0 IHnr: I S S. Hl NI NOI:LO0H1SN00 Ha'IIWIS: S �331V/ N3 80d 8NOI1b01dIa3dS 371aVaIZddV 'lit/ 01 WHOMOD 1�VHS sN0llb0idlJ3dS #103rOHd.:3H1 NI 03113n 1-1� I00 a dI03ciS lON 3tf3HM 10VHiNOO.A SZH_ N_O_ M a-3`dt�d 30 3d0083H.1 NIH:LIM S3Hf G30OHd NOZ10AI11SNM ONV S"ibIa3ldW '1"}11 ' '0310N 3SIMH3H10 SS3INn `HJIH: ,A AHV SSIM lltd "8 >i ' 3SN3dX3 S", 10IOVH N00 3H1 IV 03OVId3H 38. 'i�tMS; A3Hl. S33AOldW3 SIH ki0 H016V81N00 �`► �Z _ 3yl A8-O3AOVGH HO 031Oa1S30 3HV ANV Al SNUVWHONIS V :S1NIOd -1oalNoa saoa�sNld a 3NHoa A1a3doHd IItr 3Aa3s3ad mays aaistralNo0 'L s 1 i ' S N•� 3� . Yo f 0 s�1-1'dM30Is sAdM3AIaa N . '�. � saana 1 3W3ntrd l •133NS SIHl NO .Z S30N3d 3IlIn 4 310N7K83N39: =_ S Iln N 30N383338:0 . • J I1SIX3 1 N 1 8010V1! l" 0 . 3 00 3 VWt/ . Ntl 1N0.0 $g 0 0 A IlI N00 a _ �� NO 0 31138. ..:........................ ,, . t k10' lVNIJI80 Si.:'I' of 1011'It8 NtlHl\�N % 9NIa01S3ti t10d 3�9ISNOdS3H As IbVHS 3i01abaJ NoO ' 9 ...................../ Nr 'S'y♦Y "♦ N,:^ f; # ✓ .*�/ :.ice? € r+'" L � � l €:€ N"' ,,,.:'�, /' ♦� � ,,.. JY Z6'£8Z LZ•tr8Z 9S i BZx:. 16'i 9Zx 6fi'SBZ. L`b'SHZ L£ 982% £8'98Zx Z6Z8Zz now: :�wwr!" �A�fir. fir. ��/� �', r•� ::�/" . 4 f � � {'+ S U: ✓ V//` . Ciiti8Z. Q4'b8Z' Av • 6L"trBZ:: i �i$iti8 10'582: / W9 Z` OZ;98Z 80; L8Z GZ'£SZ? ;'. y:W927", SL.58Z_ a 69.98Z az Ls ti8z:- L£ £ 80 ti 3Z tr9 L8Z t£ £8Z SZ" ! _ ZZ S -69: bBZ _ . ,...:.....�.....� � :_.__ . _. 7r LS:SBZ- \. { , �«�,>_ 5 F 9tr.98Z ZLs8 t 9L 982 9 £B�x :� \ #, -a. 9Z Sg? .;�8� - -:: �'LSZ 86'987._::: ^. ,.... � tee;• #� / 8L:98Z O L. L8. "ti !, ix t 06'282;, ! >,. Qs'L9Z Z5'L9Z: ",S8'98Z`n 86;982 Sl'LBZ: X01-nz- �, 96'982!66"982: tr9 L8Z' t-L.98Z tr', 8 £'G8Z 921982 0 .S Z LL L8Z. Z. L8Z. j� S ZZ 182. { F � �s , �\......_....�..:...� .. os ssz ,-, � .:�.-�-} ...:�.... � ..,�-�-�----.�..�.e_ __�_....�., ..., _ , �..._._,�.� t Ls2 U S£:5 �Ef3GtL_g 95'S8Z 98 SS'SBZ 1 C98Z ,._�€` ( _ �0.:... �" SZ.'-L8Zr L6?L8Z' b£ G8Z z 4� L8Z 06.982.:, le, n. I�S€'.L8Z 9L Z % d� 88'£82 i - :. f' A .f. xl Lo vsz. �.� Q: � , •� ,,.ss-ssz 6Q.Ls2. #A :j - Ol 823 F 4 LY '' .L8Z _..,.:...�_._;, - 333 , - BZ:. , i ft{ sL r ,. 09 - LBZMt . - t i L8Z _ 9 L E i. € L5 SB . _ _ 06 S8Z. F .. _ L8 1- _ 6£ r 1 4L Q £SZ L":. . 9 218 O L8 r . o ss # 23 tr z str 9az . Lt 9Z ! r. 4 _ 3W %x L 3 3W s • W ,..... ,s _Lsz 95 L8Z31 :x99 9 � c r. ::. .vy LZ L8Z f .gg p p �p�rL& S 21 L8Z o � p 982'.. �.� t 9L _.�_...... > £ 982 98 � E: LSZ ti, cS_ eppp0 L8Z J iii Rtt- :.. • p p p 00' 9823 0 !• 3.8231 .,1,�. , ; ♦ ,: p „ � , > a.: � x -_- d ,� _ � �,�...,.....:�.-,r.: • :... o pp.pp �'t .� � F .. ...,. , ,. 6L 982. :. �--r-- �, , , _ �,,.: w'r: - �._.�_�, . �_ ...W. ..._.., _. - <_ bZ 982 99982: S .. Z 8 982. _ ry 9L 982:' : :. , ... i S::98Z; . , ., b �.. S 5- r--' � 62.982 . .. s..>M... ,., a g z L Fez _ . _...� _.. _ � , , . �:. � C . sz Ls ._ .. �. AZO. LS .. r 9 € 8-982.. L L .9SZ. 9 j i x L8Z... _ _ ., .. 9 982 } L8Z, # "x £L 5 r s j 1 / L r' £ 86" tr 98 f _ I z6S.98Z b8'98Zk r os z j _ ..,, \\ t OG:LSZ8.:9 ,• ..; �/ ; . € , F 3W Eo Lg. iy, tr5'9BZ (5;982 ?`,� 6£;88 . #� L8Z . 80 L8Z 6.'9 9Z 909 L8931 82 ' Lz'ssz s ssz E f � Ltr 98 + - 3W i I lt< 982 0�'98Z g >: , x £ 982_. , 08'£HZ.;SZ`b8Z 1�R LS;S8Z 6-:982 I oz 98Z� ,Z* 9SZ LS 982, , Lc, ��saz : '.-..--�,3WW 1 Z£; 982 Z98Z S.L. 982. _a.. tib 982. 6:982 _ £t ,982, 89:9 Z : L8.98Z. $L 982. 19.982 £ L_98Z 3W' 96 8Z Q , _ S9 982 8 b 982 -£ t 8Z AC99 Z 982 p •.,.•- ' L,>� 9BZ\.Z :, . ,.ZG 98, sz ssz _ 3W. : 3 i ' sz � OL •:3823- S£ £ ; 51'-b8Z .. t� i f Z . 86'98 r L8 £SZ Z £5 S8Z ��, �Z8 982. � 9'6;982 �, 6 9BZ � ,7 ., x `:, Z 982 ZS ssZ , zb 9$. " ,(� ss 9sz , �. OZ . L8Z31 V € r : �s 9z Ix _.,. F , J1 y L/ 1 U ao csz 9'98Z j tr8 £8Z x' fra 982: r,. 6C L8Z; 69.582 ( x8£ 982 3, 482 L6:58Z t 9 : , 60;98 rf £#r98Z. r. iH: , ;., ZL,LBZ' L:4:£8Z ♦ ;, : r ..: :< .., , ..:_.. ,.-`, --,-,:. ._....'�,�. ,�:.�._.. 982. 18.982 1.._..._,.._,.,....._5.9.::9..8 .._... w �, • s £gz, e:. sss ,,: _.._ .._... Ls :""99.9 L5Z .. €Q 982 . � ,�°. x, 8 k t,, %.. S1 98 82. 1£982 .. F zz L 98 '.r L ti .lZ.:tBZ•. 8Z 8.582 0. , . 7x.... ..._ £ £ .,..,� :�. '���.. .as' s._wrtt�:,'w w•�.�� �u :w•�� �: is •> :..,,__....;....:_�.�-...--..,... s.£sz 4 x s1 z . tr L 8 ---- •LQ L8Z' 01 tr8Z ZS 8Z r 69 £9Z �`^ , . , ' .: > :.. :,. , ..;..., .�.,..� SL:SBZ ; . r _, $L>S8Z .. . ,.91'992:: Sv'99Z e ;. wcgz 90,92Z _ S,L bBZ 8fr 9:b8Z _ .._._ .28.582._ ...-....,.._. .�_ . �..�. ._.:__.. �_. _ _:. •..:.. _ u _, _ __ ,.... _ _ �., 9BZ ,_. �._____�__.._..___.._._.._._.._».: .._�._ ,_.., ,... .,...:�. ._. 96 £9Z 09 £8Z 99`£8 '9 £8Z. _ - -, :� 09„ . _.... � £0'tr8Z' b9'tr8Z L£•S8Z' 19'882 1fi;S8Z _ � - L8.5BZ trO;98Z Str:98Z 911 L €8Z,. Z2,22Z Z°1 892 89.882 ZL'982 L1..98z: 06 SBZ;.141 ; 80992 Z6 9SZ is r rn' 5`1'N d!dW "N'(7i1yo APPLY STABLE, SLIP RESISTANT SURFACE AT RAMP. TOOLED GROOVES NOT ALLOWED NOTE: CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. # 4 AT 18" O.G. EACH WAY / 2w 12 VEHICULAR 1 SURFACE 4 4M e .A J d G d C ° WM CONRETE RAMP CURB RAMP SECTION 3/4" = 11-0" TRUNCATED DOME TEXTURE TO EXTEND FULL WIDTH AND DEPTH OF RAMP � 1 %I -- ADA COMPLIANT LEVEL LANDING; MAXIMUM 2% —� SLOPE IN EACH DIRECTION ADA COMPLIANT LEVEL LANDING; # 4 AT 18" O.G. MAXIMUM 2% SLOPE 12 EACH WAY 1 IN EACH DIRECTION .d e . Q 71, . d d o. od od ° o+ oro � • - . CONCRETE RAMP 1:20 1 1 OUR$ RAMP SECTION 3/4" = 1'-0" 111 6 PROVIDE LEVELED LANDING WITH 2% MAX SLOPE AT TOP OF RAMP. CLEAR LENGTH SHALL BE 56" MIN. CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP. 191-/ 1 1-4v11%61.1-1 &- Rnrir v1-; 1 iwllvrn 1 &-w ivr TEXTURE TO EXTEND FULL WIDTH AND DEPTH O RAMP, PER TAS' REQUIREMENTS (RE: Ib/AI.0) 11 NEW CONCRETE CURB b' -CP' b' • �r�ss�assIN RAMP, PER TAS' REQUIREMENTS (RE: I6/ALO) PROVIDE LEVELED LANDING WITH 2% MAX SLOPE AT TOP ' t,. y OF RAMP. CLEAR LENGTH SHALL BE 56" MIN. CLEAR a Jw� w RE: CIVIL WIDE A5 THE CURB RAMP. NEW PAVEMENT NEW CONCRETE •••••••••• •••••••••• JA I I/AI 0 '1 6 00000000000 O p000000000 b00000000000 0000000000 I oC1 RAMP UP oo �Ooc1:12 . 2% MAX � MAX D000 SLOPE i- O o U U v 0 0 0 0 0 4 NEW PAVEMENT--i'� _ b00000000000: 0000000000 y 100000000000: a Q `� 0 000 -00000 Co o b 00000`; .r r_.Mn/1 , AK/20A5 000 \000 ' 0000 A 0000 000 x OO `D0000 -0000 a p, OOOOC 'J000( D0000-100000 CURB RAMP DETAIL 1/4" = 1'-0" IN N• • • • • • • • • • • 1 .. .. ., CURB RAMS' DETAIL 1/4" = 1'-0" 11/2"DIA. 5TL. TUBE TOP 4 BOTTOM RAILS (TYP) (7) INTERMEDIATE RAILS - 1/2"DIA. 5TL. BARS ® MAX. 4" O.G. 11/2"DIA. STL.TUBE VERTICAL SUPPORTS MAX. SPACING 3'-4" O.G. - SEE SITE PLAN FOR LOCATION AND ACTUAL LENGTH OF 11/2" DIA. A53 GRADE B STEEL PIPE HANDRAIL PRIME 4 PAINT AS REOV. VERIFY COLOR W/ PROJECT MANAGER 51DEWALK AROUND VERTIGAL5 SET HANDRAIL5 INTO A CONC PIER 4 POUR SIGN PER CIN AND STATE CODES. 0 0 eBERVED RESERVED FOR FOR IDICAPPED HANDICAPPED 0 0 0 VAN PEDESTRIAN GUARD RAILS. Ak 60, ov'v�c ABOVE GRADE NOTE: : ••. o • 4. PREPARE t PAINT METAL 1/2" CIOMPRE551BLE RE: SITE PLAN $ FLOOt PLAN RAIL PER SPECIFICATIONS- `. JOINT FILLER FOR VAN ACCESSIOLE VERIFY COLOR WITH PARKING LOCATION McD'S PROD. MANAGER . ••.. • • 8" DIA. X 18" DEEP 11/2" DIAMETER 6ALV. STEEL PIPE SET IN 12" DIANIIE 1 GONG. PIER CONCRETE PIER 24" DEEP LINE OF BUILDING I GUAR17 RAIL DETAIL 1/2" = I'• -O" I �I CURB RAMP PETAL L 0 2P2,0 I 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL. 304, PG, 70, B. C. D. R. 0 11:2 OS rHANDICAP PARI�IN6 51GN 51TE EQUIPMENT SCHEDULE SITE KEYNOTES N.T.S. OLS Revisions ■ No,. Date Description® A 02/25/13 OYER L 51ON /20/13 CITY COMMeM /28/13 CITY COMMENTS ■ ( ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFlCALLY FOR THE-OLLOWING PROJECT: WDON ILD'S COLLEGE STA ION, TEXAS THEY ARE NOT SUITABLE FOR USE ON 0TH PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2013 CASTLES DESIGN GROUP, PC 10 a! 0 2 Z LA NEW DRIVE THRU CANOPY WITH BUILT-IN UI EXISTING CONCRETE PAVING TO BE POWER r 0 G.O.D. (NEW FOUNDA T ION REQUIRED) WASHED AND GLEANED. ASSESS AS H Q REQUIRED FOR AREAS OF REPAIR. _ L x a EXISTING DRIVE THRU CANOPY TO BE �- � fi RELOCATED. 1 EXISTING ASPHALT PAVING TO BE W v Ly RE -SEALED. ASSESS AS REQUIRED FOR co a a 000 EXISTING DRIVE THRU CANOPY WITH BUILT-IN AREAS OF REPAIR. W 000 © REQUIRED .j G.O.D. TO REMAIN. � J U2 RE -STRIPE AND BRAND LOT. 0 0 00 0 ,.21 � �B NEW MENU BOARD (VERIFY MODEL) V O 00 [ / 2�4 NEW ADA GRAPHICS AND STRIPING. /A w a w B2 EXISTING MENU BOARD TO BE RELOCATED. 2 NEW ADA PARKING SIGNS PER T.A.S.' " cc ® iVOT REQUIPED B5 EXISTING MENU BOARD TO REMAIN. O STANDARDS. .� . 0 W G NEW 'PRE -SELL' BOARD. 31 EXISTING LOT LIGHT POLES, BASES, AND U. Q N U HEADS TO BE PAINTED; MCDON,ALDS Q G2 EXISTING 'PRE -SELL' BOARD TO BE BROW Z Z RELOCATED. /2o/I3 3 EXISTING LOT LIGHT POLES TO BE PAINTED. 0 O10111019 , -�, �� D� NEW 'GATEWAY' S16N. EXI5TIN6 TRASH CORRAL TO BE PAINTED � 0) 5 Q i D2 EXISTIN6 'GATEWAY' 51GN TO BE TO MATCH BASE BUILDING COLOR. 0 THIS SITE DOES NOT LIE IN FEMA r w .� , A RELOCATED 0 V N REGULATED FLOODPLAIN. `Y ^ V -r h PROVIDE NEW GATES AT TRASH CORRAL W PER MCDONALD'5 STANDARD UJ ALL ROOF AND 6ROUNV-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR SPECIFICATIONS (PAINT). ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC R16HT-OF-WAY OR RESIDENTIAL DISTRICT r WITHIN 150'-0" OF THE SUBJECT LOT, MEASURED FROM A POINT 5'-0" ABOVE GRADE.5 EXISTING TRASH CORRAL GATES TO BE •0 PAINTED. 1/4" = 1'-0" (( i ■ f EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION -1.10 OF THE UNIFIED E EXISTING "DIRECTIONAL" SIGNS TO BE C FIXTURE SHALL DIRECTLY PROJECT 1 -164TH HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A I) REPLACED. O W`, -- DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPACIIJE HOUSING NO H 16H/ AY 6 (-MXAS AYE MANNER}CD v THAT THE PROJECTED GONE OF LIGHT DOES NOT GR055 ANY PROPERTY LINE. r NEW SIDEWALK WITH 5515 MAX RUNNING SLOPE AND 2% CR055 SLOPES. MAINTAIN 2% (100"R.O.A.) STATS _SLOPE IN EACH IDOORS, LANDINGS, AND AT CHANGES N DIRECTION SAVE & EXCEPT 1 036 ACRES AT 5, IE; TURNS AND CORNERS. �EXAS DEPARTMENT TO NEW PAVEMENT RANSPORTATION i, VERIFY EXISTING SIDEWALK HAS A 555 MAX ■ T C, F. NO, 0734671, B. C. O. P. R. R. P. RUNNING SLOPE AND 255 GR055 SLOPES. MAINTAIN 2% SLOPE IN EACH DIRECTION REVI'v AND AT CHANGES IN 00 EXISTING PUBLIC SIDEWALK � � - "�' � ALL DOORS, LANDINGS, `' - E DIRECTION AT ROUTES, IE; TURNS AND — — — - — — -- — OCORNERS. 0 x--10' PUBLIC ILITY JUI I r;' i EXISTING TRAN5FORMER y y 6.0. TO VERIFY LOCATION.NEN NEW G , 7YP. W NEW PAVEM'eNT a 1 RIS' b y � I A w 121-00 r b. --- NEW CONCRETE RAMP UP; '` 4, - ) TRUNCATED DOME TEXTURE TO— EXTEND FULL WIDTH AND DEPTH of�— zz RAMP, PER TAS' REQUIREMENTS (RE: I6/ALO) PROVIDE LEVELED LANDING WITH 2% MAX SLOPE AT TOP ' t,. y OF RAMP. CLEAR LENGTH SHALL BE 56" MIN. CLEAR a WIDTH SHALL BE AT LEAST AS RE: CIVIL WIDE A5 THE CURB RAMP. NEW PAVEMENT NEW CONCRETE JA I I/AI 0 '1 6 00000000000 O p000000000 b00000000000 0000000000 I oC1 RAMP UP oo �Ooc1:12 . 2% MAX � MAX D000 SLOPE i- O o U U v 0 0 0 0 0 4 NEW PAVEMENT--i'� _ b00000000000: 0000000000 y 100000000000: a Q `� 0 000 -00000 Co o b 00000`; .r r_.Mn/1 , AK/20A5 000 \000 ' 0000 A 0000 000 x OO `D0000 -0000 a p, OOOOC 'J000( D0000-100000 N• • • • • • • • • • • 1 .. .. ., CURB RAMS' DETAIL 1/4" = 1'-0" 11/2"DIA. 5TL. TUBE TOP 4 BOTTOM RAILS (TYP) (7) INTERMEDIATE RAILS - 1/2"DIA. 5TL. BARS ® MAX. 4" O.G. 11/2"DIA. STL.TUBE VERTICAL SUPPORTS MAX. SPACING 3'-4" O.G. - SEE SITE PLAN FOR LOCATION AND ACTUAL LENGTH OF 11/2" DIA. A53 GRADE B STEEL PIPE HANDRAIL PRIME 4 PAINT AS REOV. VERIFY COLOR W/ PROJECT MANAGER 51DEWALK AROUND VERTIGAL5 SET HANDRAIL5 INTO A CONC PIER 4 POUR SIGN PER CIN AND STATE CODES. 0 0 eBERVED RESERVED FOR FOR IDICAPPED HANDICAPPED 0 0 0 VAN PEDESTRIAN GUARD RAILS. Ak 60, ov'v�c ABOVE GRADE NOTE: : ••. o • 4. PREPARE t PAINT METAL 1/2" CIOMPRE551BLE RE: SITE PLAN $ FLOOt PLAN RAIL PER SPECIFICATIONS- `. JOINT FILLER FOR VAN ACCESSIOLE VERIFY COLOR WITH PARKING LOCATION McD'S PROD. MANAGER . ••.. • • 8" DIA. X 18" DEEP 11/2" DIAMETER 6ALV. STEEL PIPE SET IN 12" DIANIIE 1 GONG. PIER CONCRETE PIER 24" DEEP LINE OF BUILDING I GUAR17 RAIL DETAIL 1/2" = I'• -O" I �I CURB RAMP PETAL L 0 2P2,0 I 10' PUBLIC ESMT, TO THE CITY OF COLLEGE STATION VOL. 304, PG, 70, B. C. D. R. 0 11:2 OS rHANDICAP PARI�IN6 51GN 51TE EQUIPMENT SCHEDULE SITE KEYNOTES N.T.S. OLS Revisions ■ No,. Date Description® A 02/25/13 OYER L 51ON /20/13 CITY COMMeM /28/13 CITY COMMENTS ■ ( ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFlCALLY FOR THE-OLLOWING PROJECT: WDON ILD'S COLLEGE STA ION, TEXAS THEY ARE NOT SUITABLE FOR USE ON 0TH PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2013 CASTLES DESIGN GROUP, PC 10 a! 0 2 Z LA NEW DRIVE THRU CANOPY WITH BUILT-IN UI EXISTING CONCRETE PAVING TO BE POWER r 0 G.O.D. (NEW FOUNDA T ION REQUIRED) WASHED AND GLEANED. ASSESS AS H Q REQUIRED FOR AREAS OF REPAIR. _ L x a EXISTING DRIVE THRU CANOPY TO BE �- � fi RELOCATED. 1 EXISTING ASPHALT PAVING TO BE W v Ly RE -SEALED. ASSESS AS REQUIRED FOR co a a 000 EXISTING DRIVE THRU CANOPY WITH BUILT-IN AREAS OF REPAIR. W 000 © REQUIRED .j G.O.D. TO REMAIN. � J U2 RE -STRIPE AND BRAND LOT. 0 0 00 0 ,.21 � �B NEW MENU BOARD (VERIFY MODEL) V O 00 [ / 2�4 NEW ADA GRAPHICS AND STRIPING. /A w a w B2 EXISTING MENU BOARD TO BE RELOCATED. 2 NEW ADA PARKING SIGNS PER T.A.S.' " cc ® iVOT REQUIPED B5 EXISTING MENU BOARD TO REMAIN. O STANDARDS. .� . 0 W G NEW 'PRE -SELL' BOARD. 31 EXISTING LOT LIGHT POLES, BASES, AND U. Q N U HEADS TO BE PAINTED; MCDON,ALDS Q G2 EXISTING 'PRE -SELL' BOARD TO BE BROW Z Z RELOCATED. /2o/I3 3 EXISTING LOT LIGHT POLES TO BE PAINTED. 0 O10111019 , -�, �� D� NEW 'GATEWAY' S16N. EXI5TIN6 TRASH CORRAL TO BE PAINTED � 0) 5 Q i D2 EXISTIN6 'GATEWAY' 51GN TO BE TO MATCH BASE BUILDING COLOR. 0 THIS SITE DOES NOT LIE IN FEMA r w .� , A RELOCATED 0 V N REGULATED FLOODPLAIN. `Y ^ V -r h PROVIDE NEW GATES AT TRASH CORRAL W PER MCDONALD'5 STANDARD UJ ALL ROOF AND 6ROUNV-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR SPECIFICATIONS (PAINT). ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC R16HT-OF-WAY OR RESIDENTIAL DISTRICT r WITHIN 150'-0" OF THE SUBJECT LOT, MEASURED FROM A POINT 5'-0" ABOVE GRADE.5 EXISTING TRASH CORRAL GATES TO BE •0 PAINTED. 1/4" = 1'-0" (( i ■ f EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION -1.10 OF THE UNIFIED E EXISTING "DIRECTIONAL" SIGNS TO BE C FIXTURE SHALL DIRECTLY PROJECT 1 -164TH HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A I) REPLACED. O W`, -- DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPACIIJE HOUSING NO H 16H/ AY 6 (-MXAS AYE MANNER}CD v THAT THE PROJECTED GONE OF LIGHT DOES NOT GR055 ANY PROPERTY LINE. r NEW SIDEWALK WITH 5515 MAX RUNNING SLOPE AND 2% CR055 SLOPES. MAINTAIN 2% (100"R.O.A.) STATS _SLOPE IN EACH IDOORS, LANDINGS, AND AT CHANGES N DIRECTION SAVE & EXCEPT 1 036 ACRES AT 5, IE; TURNS AND CORNERS. �EXAS DEPARTMENT TO NEW PAVEMENT RANSPORTATION i, VERIFY EXISTING SIDEWALK HAS A 555 MAX ■ T C, F. NO, 0734671, B. C. O. P. R. R. P. RUNNING SLOPE AND 255 GR055 SLOPES. MAINTAIN 2% SLOPE IN EACH DIRECTION REVI'v AND AT CHANGES IN 00 EXISTING PUBLIC SIDEWALK � � - "�' � ALL DOORS, LANDINGS, `' - E DIRECTION AT ROUTES, IE; TURNS AND — — — - — — -- — OCORNERS. 0 x--10' PUBLIC ILITY JUI I r;' i EXISTING TRAN5FORMER y y 6.0. TO VERIFY LOCATION.NEN NEW G , 7YP. W NEW PAVEM'eNT a 1 RIS' b y � I A w 121-00 r b. --- NEW CONCRETE RAMP UP; '` 4, - ) TRUNCATED DOME TEXTURE TO— EXTEND FULL WIDTH AND DEPTH of�— zz RAMP, PER TAS' REQUIREMENTS (RE: I6/ALO) NEW SIDE- BY- SIDE t+ L..•.- DRIVE THRU (SBS)I.,r ' RI.S' ' t,. y a RE: CIVIL NEW PAVEMENT I I/AI 0 '1 6 D- i- Of NEW CONCRETE CURB NEW PAVEMENT--i'� _ I� 1 y -= `� O i O NIL kx% _ , - � Ips, +� • iMl► III ( �� �III■um�.� I -g 11 TRUNCATED E70ME TEXTURE To EXTEND FULL Y41PTH AND DEPTH OF C4 Q RAMP, PER 'TAS' - o REMENT5 (FM: I(51A1.0) PROVIDE LEVELED LANDING AITH 2% MAX SLOPE AT TOP OF RAMP. CLEAR LENGTH SHALL BE 56" MIN. CLEAR AIDTH SHALL BE AT LEAST AS AIDE t`6 THE CURB - %r I'7 SITE PLAN 421-0111 EATIN6 WINDOW TO WINDOW THRU ,AU �,t t 7.5' BUILDING LINE I E VOL. 480,V PG 266; B. C.MD, R� N46°04'25"W - 24'7.64'y— EXI5TIN6 GRE TRAP, G.G. TO VERIFY LOCATION. -•15' PRIVATE ACCESS ESMT, VOL. 480, PG. 266, B. C. D. R71\i' A 02 L=. in 0 PROVIDE NEW CONCRETE LANDING WITH MAXIMUM SLOPE IN EACH DIRECTION NOT TO C0LLk,- . i•, 110N EXCEED 255 NORTH Q PROVIDE NEW TRUNCATED DOME TACTILE WARNING AT LANDING APPROACH. PER 'ADA' casties STANDARDS. 10 REY40RK EXISTING PAVING ACROSS DRIVE AS REQUIRED IN ORDER TO PROVIDE Des oft ACCESSIBLE ROUTE TO PUBLIC WALK. INSURE RUNNING SLOPE NOT TO EXCEED 5% AND OR055 SLOPE NOT TO EXCEED 2%. FEATHER DOWN AT 5% MAXIMUM. --C2 ■ 06020_0000-0111 Y ■ IL REY40W EXISTING PARKING AS REQUI TO INSURE MAXIMUM SLOPE IN ALL A Professional Corporatio DIRECTIONS NOT TO EXCEED 2%. EXTEND 3801 Kirby Dr , Suite 600 10' MINIMUM BEHIND STALLS AND 51DE TO . Houston, Te as 77096 SIDE. FEATHER DOWN AT 5% MAXIMUM. tel: 713 664 7974 12 NEW ADA GURB RAMP WITH TRUNCATED C fax: 713 864 9758 TACTILE WARNING SURFACE. RUNNING SLOPE NOT TO EXCEED 8.3%, CoRO55 5L � ��E D ,� R 4 .: •c NOT TO EXCEED 2%. �_� .• �� ��ER M �, �5+,�if# , 21' IF LENGTH OF RAMP EXCEEDS 61,w� • �'�y� PROVIDE HANDRAILS AT EACH 51DE PER TAS' -+ REQUIREMENTS. • .1.506 5 �` ' CI NEW CONCRETE WALK. SLOPES ALONG ACZES51BLE ROUTES NOT TO EXCEED 555 ' ;fir► OF ` RUNNING SLOPE, 2% CRO55 SLOPE. t 14 NEW CONCRETE NI4EEL5TOP5. I . i 15 NEW GUARDRAIL (PAINT) k ^ tnm ■ I� EXISTING GUARDRAIL TO BE PAINTED. ■ .. I NEW PULL FORWARD SIGN. Qo2/2 m 5 f' JULTO 2013 LANDSCAPE UPGRADES iJLLICUt IAIION SHALL BE D E LOPMENT SE VICES � PERFORMED DIRECTLY BY OPERATOR. P FILED:.......... A%TE5 PATH OF 56" WIDE MINIMUM `.551BLE ROUTE. IN = 20'-0" Fol ■ Date: 0il 30-13 Project No: X1210-321 1 112,7 1 -.22.x. a NEW PAVEMENT I I/AI 0 D- i- Of `� F§ F ...:, .r r_.Mn/1 , AK/20A5 NORTH Q PROVIDE NEW TRUNCATED DOME TACTILE WARNING AT LANDING APPROACH. PER 'ADA' casties STANDARDS. 10 REY40RK EXISTING PAVING ACROSS DRIVE AS REQUIRED IN ORDER TO PROVIDE Des oft ACCESSIBLE ROUTE TO PUBLIC WALK. INSURE RUNNING SLOPE NOT TO EXCEED 5% AND OR055 SLOPE NOT TO EXCEED 2%. FEATHER DOWN AT 5% MAXIMUM. --C2 ■ 06020_0000-0111 Y ■ IL REY40W EXISTING PARKING AS REQUI TO INSURE MAXIMUM SLOPE IN ALL A Professional Corporatio DIRECTIONS NOT TO EXCEED 2%. EXTEND 3801 Kirby Dr , Suite 600 10' MINIMUM BEHIND STALLS AND 51DE TO . Houston, Te as 77096 SIDE. FEATHER DOWN AT 5% MAXIMUM. tel: 713 664 7974 12 NEW ADA GURB RAMP WITH TRUNCATED C fax: 713 864 9758 TACTILE WARNING SURFACE. RUNNING SLOPE NOT TO EXCEED 8.3%, CoRO55 5L � ��E D ,� R 4 .: •c NOT TO EXCEED 2%. �_� .• �� ��ER M �, �5+,�if# , 21' IF LENGTH OF RAMP EXCEEDS 61,w� • �'�y� PROVIDE HANDRAILS AT EACH 51DE PER TAS' -+ REQUIREMENTS. • .1.506 5 �` ' CI NEW CONCRETE WALK. SLOPES ALONG ACZES51BLE ROUTES NOT TO EXCEED 555 ' ;fir► OF ` RUNNING SLOPE, 2% CRO55 SLOPE. t 14 NEW CONCRETE NI4EEL5TOP5. I . i 15 NEW GUARDRAIL (PAINT) k ^ tnm ■ I� EXISTING GUARDRAIL TO BE PAINTED. ■ .. I NEW PULL FORWARD SIGN. Qo2/2 m 5 f' JULTO 2013 LANDSCAPE UPGRADES iJLLICUt IAIION SHALL BE D E LOPMENT SE VICES � PERFORMED DIRECTLY BY OPERATOR. P FILED:.......... A%TE5 PATH OF 56" WIDE MINIMUM `.551BLE ROUTE. IN = 20'-0" Fol ■ Date: 0il 30-13 Project No: X1210-321 1 112,7 1 -.22.x. 70 - A N U CONTRACTOR. TO, REFERENCE ARCHITECTURAL -.SITE. PLAN FOR ALL SIDEWALKS, RAMPS, DETAILS .AND BRANDING REQUIREMENTS. CONTRACTOR TO REFERENCE,. .LANDSCAPE PLAN FORIALL LANDSCAPING REQUIREMENTS LOCATION OF EXISTING 180 WATER y C t'� C"r T i 'LINE NOT FIELD VERIHED. APPROXIMATE LOCATION PROVIDED T ,BY THE OF COLLEGE STATION D A TF P�, 01 FOR REFERENCE ONLY. 5241S.F. 435 S.. F. tYY,,. ,._A - ti ",rr. 'No. . . ...... .... 4-- .. . ......... . AA?'ER ... . . . .......... -7- _71 Ve a in ftkle Overh no Lum . . ..... ... hIcIe_,QL4Uh M, _ -4 - : . , fl� � ��$` 77 5 J e- A,� 5301 S.F. k� . . . .......... i z� 77. it A t7r ...... xNj N\ .2 Y 21.10' & 00 13.70'71 AE, 12.00' 2�.00` 23.00 SX2 Ae W -177--i... NEI 'g. Z I w 194.S. N > V 6rb NI 23 q 9 211 S.F. 0' 21w,1 FSC PARKWAY L.L.-C- Tl� < 639". 1. 1 r, . .1 - PARKWAY PLAZAPH7, LOT 3 z4 82 Vehicle 0verh4hg Line a Z, # 37094 PROPERTY ID "45* ZONING: A G�: GENERAL� COMMERCIAL uj (A) if 200:QMCDONALD:'S-, C091209ATI6W PARKWAY PLAZA, PHASE 7', LOT 1 R i -w it =r GC G.ENERAL COMMERCIAL 246 S�.F:. SX4111 _24.11f 0 20" 4232 'S F:: (GROSSI .. . ........ .............. . . .. w m it VOL 4,179, PG DRVE . . . . .......... . .... .rte Lj 7ff] f . . ..... . . ...... . ... . . za� �_w�_ _ _ t ..... . ..... . ... Jf L w 7 ' P4RIVV0 Li 48 0; IP; G, 2-6 r, F-11 1), "R, RV�j�j P D'— _ic" S !rS1,,0T_ SEE SHEET -C—,2. 00 LOCATION OF EXISTINO:tff FOR DETAIL SANITARY, SEWER NOT: FIELD .......... .... VERIFIED. APPROXIMATE .LOCATION PROVIDED, BY THE CITY OF COLLEGE if 'STATION FORREFERENCEONLY.. N�l N FSC -PARKWAY L,.L.X.; PARKWAY PLAZA PH7., LOT,,a PROPERTY ID# 37094 ZONING:, GENERAL COMMERCIAL FLOOR STATEMENT: THIS TRACT IS IN FLOOD'UNSHADED ZONE .AE.AND' IS -NOT WITHIN. THE 100 -YEAR FLOOD PLAIN. ACCORDING. TO THE. FEMA MAPO: 46041CO310Ey DATED MAY 16, 2012.. .DRAINAGE NOTE: THE..PROROSED IMPROVEMENTS, D. TO ALTER. ARE NOT INTENDE EXISTING DRAINAGE PATTERNS. CONTRACTOR SHALL NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS IMPACT EXISTING, .DRAINAGE PATTERNS IMPERVIOUS AREA CALCULATIONS VALUE: UNI EXISTING IMPERVIOUS AREA 27,65'7.1 SF , PROPOSEDIMPERVIOUS AREA. 217,482. '71 S' f [CHANGE IN IMPERVIOUS AREA +384.17' 7 1 SF mm' nhi-t wirm'r i4A q Aran apnnt irm rPnu Al A mvm f� Tw Ar wAz . Q Ty"or'n A mn Inv TDA mcin "rn M -A PARKING SUMMARY . AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE, OF NOT SPECIFICALLY IN THE PROJECT I L L CONFORM TO ALL. APOLICMLE.SPECIFICATIONS FOR ION IN THIS JURISDICTION. R: SHALL VERIFY THE� EXACT 'LOCATION OF EXISTING ADAOTHER TOTAL EXISTING 21 37 39 REMOVED 0 6 PAVEMENT TO BE REMOVED REQUIRED* 2 41 43 PROVIDED 2 32 34 PARKING REQU.IREMENT--, THE. CITY,OF COLLEGE. STATIONS PARKING. REQUIREMENT FORA FAST, FOOD RESTAURANT iS 1.0 SPACE 'FOR EVERY 100 SQUARE FEET OF GFA. THE GFA, FOR THIS PROJECT IS 4243 SQUARE ..FEET.. THE'REQUIRED PARKING SPACES IS 43 SPACES (4243 SF/100 SF X 1 SPACE:). THE PROPOSED: AMOUNT OF PARKING SPACES 160. -SITE I S 34: SPACES. *A, R : EG IPROCAL PARKING . AGREEMENT BETWEEN THIS PROPERTY AND THE ADJACENT PROPERTIES PROVIDE FOR ADOITONAL REQUIRI�D PARKING SPACES... 'I J VM,"iIVML OR71VAIUMr AMU, ZXAL. .,LEGEND . AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE, OF NOT SPECIFICALLY IN THE PROJECT I L L CONFORM TO ALL. APOLICMLE.SPECIFICATIONS FOR ION IN THIS JURISDICTION. R: SHALL VERIFY THE� EXACT 'LOCATION OF EXISTING PAPE. rNE&RS EN&I I PROPERTY LINE PROPOSED PAVEMENT UTILITIES PRIOR 10 CONSTRUCTION, ANY UTILITIESi WHETHER. SHOWON THE .BY Z� PAVEMENT TO BE REMOVED L, EXISTING SIDEWALK PLANS b OR NOT, DAh PROPOSED SIDEWALK, 7,� EXISTING CURB TO REMAIN CONTRACTORS EXPEN EXISTING CURB TO, RE` REMOVED ;F PROPOSED CURB PARKING STRIP NG TOBE REMOVED )k SHALL BE Ri ESP6148tBtE; FOR ALL CONSTRUCTION STAKING: EXISTING CANOPY A146-IN_T fRCOM TO 13Eq REMOVED: PROPOSED LOOP: DETECTOR 6DNTROL POINTS.AR.E PROVIDED AS NEEDED. ADDITIONAL PARKING SPACE, COUNT 01 EXISTING, LIGHTSTAND D TO: REMAIN ILAB'LE UPON: REdUtST.; EXISTING. 'SIGNAGE TO REMAIN EXISTING AAS :METER CREATED W THOUT, THE USE OF TOPOGRAPHY. EXISTING* SANITARY SEWER, GREASE:: TRAP TO, REMAIN* E3 VEHICLE OVERHANG, LIME 81 EXISTING. ;WATER 'METER NOTIFY ENGINEER PRIOR TO CONSTRUCTION IF'THE EXISTING WATERVALVE DWI tli8TIN6 iAkIGATIOli VALVE aw Acbttk6 LE ROUTE GTS EXISTING.DRANAGE PATTERNS. CONTRAGTOR;IS,TO EXISTING LAN08bot SHRUBS To BE.'REMOVED Z� in GRADE TAE'PR0_POSED IMPROVEMENTS TO. MAINTAIN POSITIVE DRAINAGE, ANII, 0 4NPPRE, NO PONDI OCCUR&. 0 STATUS .PROPOSED.: DELIVERY RAMP .. EXISTING TREE TO REMAIN. z: Z 'PROPOSED ACCESSIBLE -PARKING E I NTRACT 0 . R S RE I SPON§fBILITY 0 ENSURE THAT ALL SYMBOL.. (SEE DETAIL SHEET) DRAWN 0 0 �; TRAFFIC DIRECTIONAL FLOW, ARROWS THE: ADA AND TAS STANDARDS� WHICH INCLUDE BUT MAY AND LETTERING .(SEE PETAILS.HMT) _. IDI Z) ... _ t .,. NOT * O.ELIMI ED TO � � Io* P.kofifty PICKUP STRIPING` 0 X: (SEE DETAIL:.. SHEET.) QC 6, SIDEWALKS AND A CESSIBLE' ROUTES TO BE AT 2%MAX CROSS SLOPE AND. 5%, - oe_ 0 m MAX 'LONGITUDINA, uj CARS118..5.!X1O! Box, L NOTE: EXTERIOR BUILDING, AND SITE LIGHTING. WILL. MEET THE ' STANDARDS OP SECT - ION' 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.Sllta,. . THE LIGHT ' UL NOT o PROJECT BELOW AN OPAQUE HOUSING: AND NO FIXTURE; SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY.. FIXTURES WILL L BE:MOUNTED IN SUCH A MANN'A j 0 TH, T THE: PROJECTED Ciik 00 LIGHT DOES: NOT CROSS' ANY PROPERTY NOTE - ALL ROOF AND OTE:ALLROOFAND GROUND -MOUNTED MECHANICAL EQUIPMENT SMALL BE PCO AEIR90 FROM VIEW ISOLATED So AS NOT TO BE VISIBLE. FROM ANY,_ PUBLIC. RM . frorw*A* 09RESIDENTIAL DISTRICT WITHIN 1.60' OF THE SUBJECT LOT, MEASURED. FROM A PO 11 INT *FIVE FEET: ABOVE GRADE. 60C . H 1, SCREENING SHALL 99 q6OiatNX1r,ED.*W*I.T'H' THE BUILDING ARCHITECTUREAND SCALE TO MAINTAIN A UNIFIED, APPEARANCE. .NOTE,: APPROVAL OF THE :SITE PLAN WILL EXPIRE ONE YEAR, AFTER 1405. PROVAL OF THESITE� PLAN BY THE'P&Z COMMISSION. UPON EXPIRATION :OF THAT TIME-, THE APPLICANT MUST RESUBMIT. A, wit PLAN, THAT AT CONFORMS TO CURRENT. ORDINANCES,. PROVIDEO,t HOWEVER,. THE :APPLICANT, MAY: REQUEST' AN IEX.T_Ektz'Ok', IN . 0111tj 1 kl. WHIP", MAY BE, GRANTED BY THE COMMISSIONi FOR A fERIODNOT T01 EXCEED A TOTAL OF SIX (6) MONTHS. .NOTE.* THE EXISTING SITE, GRADING AND DRAINAGE TO REMAIWAS Ski ON -CARROLL CONSULTANTS -DRAWING (SHEET C-2) DATED :54-20611. NOTE:, EXISTING WATER,, WASTEWATER, AND STORM. WATER FACILITIES TO. -REMA X"'.AS, OWN ON CARROLL CONSULTANT6 DRAWING :(SHET -ij DATED 54.20.0 NOTE. - REFERENCE. LANDSCAPING: PLAN FOR TREE INFORMATIOWAN6 REQUIREMENTS. NOTE; T H IS PROP ER I T Y IS I LO I CATEU IN 'THE COMMUNITY OVERLAY DISTRICT AND SHALL COMPLY WITH CITY ORDINACES. C HIE JUL I g 7013 — s---- -,-y n TION C 0 L L h - ENGINEERING .... . ....... Z, MITE: E a GENERAL NOTES I CONTRACTOR SHAL BERESPONSIBLE FOR ACQUIRING ALL NECESSARY F- N C-4 PERMITS BEFORE BEINNING NIN L 6 . :CONSTRUCTION. . V_ P_ALL. DXMENSIONSARE TO FACE OF. CURB TO CENTERL OF PAINT STRIPING, OR: P, ERPEND' I L, CULAA' T I HE PROPERTY L L I LINE, I L INE AL I L RADII ,ARE , L TO , BAG L K L 0 : F > CURA4 LLJ 3. ALL CURB Mbil ARE:3 I,,. UNLESS OTHERWISE NOTED. 4 COORDINATE CO. � TROL FOR. PARKING DRIVES, DRIVEWAYS., AND L ISLANDS 18 AS :SHOWN:. No OFFIETS FROM FACE OF CU146, OR BUILDINGS ARE GIVEN. A 5. CONTRACTOR SHL IMMEDIATELY NOTIFY THE, ENGINEER OF ANY' QUESTIONS THAT MAY ARISE CONCERNINGTHEINTENT PLACEMENT, OR LIMIT& OF DIMENSIONS. NECESSARY FOR CONSTRUCTION OFTHE 0R(Q ECT. ........... N 6,: CONTRACTOR SHALL BE, RESPONSIBLE L FOR RESTORING TO ITS ORIGINAL OR A BETTER. CONDITION ANY. DAMAGE DONE TO EXISTING UTILITIES FE ES, PAVEMENT, CURBS,, DRIVEWAYS, 'eSIDEWALKS,,L"OR SIGNS'. 7f. CONTRACTOR PRESERVE ALL PROPERTY CORNER PINS RODS CONTROL POINTS, 8 BENCHMARKS. :IF ANY ARE DESTROYED L OR REMOVED BY THE CONTRACTOR OR, j!I kii EMPLOYEES THEY SHALL BE REPLACED AT THE CONTRACTOR.`$ EXPENSE. THAN C. BILLIOT 96488 04 8,. ALL.CORPS AIR .0:- HIGH, UNLESS OTHERWISE NOTED, 4? 9�.� ALL. MATERIAL THIS CON AC I WHERE: SPECIFICATI�OTNRUSI SIMILAR: 6ON 01 10.. THE CONTRACT . AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE, OF NOT SPECIFICALLY IN THE PROJECT I L L CONFORM TO ALL. APOLICMLE.SPECIFICATIONS FOR ION IN THIS JURISDICTION. R: SHALL VERIFY THE� EXACT 'LOCATION OF EXISTING PAPE. rNE&RS EN&I I UTILITIES PRIOR 10 CONSTRUCTION, ANY UTILITIESi WHETHER. SHOWON THE .BY Z� Z Z. PLANS b OR NOT, DAh 446 THE CONTRACTOR SHALL. BE. REPAIRED AT THE, CONTRACTORS EXPEN 3E ;F 11, tHE CONTRACT )k SHALL BE Ri ESP6148tBtE; FOR ALL CONSTRUCTION STAKING: Z 1.2. DIMENSIONAL 6DNTROL POINTS.AR.E PROVIDED AS NEEDED. ADDITIONAL POINTS: MAY BE AV ILAB'LE UPON: REdUtST.; T1415.$08 CONFIGURATION:,WAS CREATED W THOUT, THE USE OF TOPOGRAPHY. E3 CONTRAGTOR:SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION IF'THE Cr W PROPOSED SBS EFF GTS EXISTING.DRANAGE PATTERNS. CONTRAGTOR;IS,TO Z� in GRADE TAE'PR0_POSED IMPROVEMENTS TO. MAINTAIN POSITIVE DRAINAGE, ANII, 0 4NPPRE, NO PONDI OCCUR&. 0 STATUS DATE .. z: Z 114. NOTE: IT. IS E I NTRACT 0 . R S RE I SPON§fBILITY 0 ENSURE THAT ALL DRAWN 0 0 �; GRADES ON SITE %MEET . - 1".. I - THE: ADA AND TAS STANDARDS� WHICH INCLUDE BUT MAY _. IDI Z) ... _ t .,. NOT * O.ELIMI ED TO � 0 X: QC 6, SIDEWALKS AND A CESSIBLE' ROUTES TO BE AT 2%MAX CROSS SLOPE AND. 5%, - oe_ 0 m MAX 'LONGITUDINA, uj M .. �..ACCEStIBLE.PAR ALL NOT EX -ED 29k. SLOPE ..I.N.ANY NG SPACES SH ZE 61AECTIO . N 0 U.1 CU"a. RAMPS SHALL NOT EXCF,E[)*'6" IN VERTICAL DIFFERENCE AND SLOPE SHALL BE NO MORE THEN 12.1 cll� ENGINEER, IMMEDIATELY OF ANY DISCREPANCIES I LEGAL DESCRIPTION,: NJA 0: ERALL SITE PLAN TYPE IZE LEGEND LOCATION :n Z SANITARY SEWER . j< WATER un cc 0�, ,GAS uj at (D Lu" . PARKING 1 NFOk.MAT.ION TOTAL Li SPACES, L L ,01 PAPE-DAwKSON 9NOINEERS 10330 RICHNOP AVE 101470N..TEXAS 7702 PHONE: 713.4248.2460 sultE 900 FAX: .79 TPAS,pilAp W PW4SSl Okil*M. Ffffii PWISTMIam Ai�470 PLAN SCALE; 1"= 5' 242.0 SR TEXAS A: JAL DRAWING NO. OB J. , NO. 40030 42-928:9 DRAWING TITLE'' Now (A uj Q u.j z V,): OEM IF-441111pp�4111 Z� Z Z. < ;F Z 0 E3 Cr W uj = Z� Z. S: 0 0 u 0 STATUS DATE BY PRELIMINARY DRAWN PLAN CHIH&ED'O OEM IF-441111pp�4111 I c DOUBLE GATEWAY REQUIRES DIRECTOR APPROVAL. 21.101. TPIc I)t)rljMFNT I4A-lZ:RFFAf PRoi)uCFD FROM MATERIAL THAT WAS STORED AND/OR' TRANSMITTED. ELECTRONICALLY AND MAY HAVE 'BEEWINADVERTENTLY'ALTERM RELY ONLY.ON FINAL: HARDCOPY -MATERIALS., BEARING' THE ORIGINAL SIGNATURE AND, . SEAL h . RE Tn ENSURE Q P N �q:OCCURS PENPHW,� -SX4,! ELEVATION.- 286.114fEET (NOT- 'SHOWN), NOTE :- iTI,: THt doNtAAct-oRs RESPONSIBILITY TO; ENS THAT A LL 00.014DINATtS m 0 GRADES -F MEET THE. ADA AND TAS STANDARDS WHICH INCLUDE � bUT- IAAY WERE ZAI,;QW91), FROM: INFORMATION, PROVIDED D NOT BE' ;LIMITED TQ, !J PAVEMENT, 0GINIEtAS. CONTRACTO L T � $RAL NO IFY c4j SCREPANC,- ENGINEER IMMEDIATELY OF ANY 01, :SIDEWALKS AN ACCESSIBLE, RPLITES. TO :BE AT: 296:: MAX'`CROSS. SLOPE AND 59s MAX L046 ITtJDTW A 0 < LEGALD ESC RIPTI ON :,ora XDESCRIPTION NIA 0. ul uj ACCESSIBLE PARKING [Tj 6.601 '01*. W. CRITICAL STARTING POINT AT BUILDING:CORNER A 0 LLI Z, F2 ui 0- X TO: BACKOF'CURB AT START OF RADIUS: CUA8; RAmPS,*8 M'LL NOT olh EXCEED �,IN, VEATICAL OIFFERENCE AND SLOPE: 1 SANITARY SEWER- < C) .SHALL, BE N:0.IM MORE THEN H . EN :1 , 2-1 WATER 6 at CTR IC(IJPNP) J. F3 v�O 7 0: -.5 -',9. .0 'TER, r RAD 'CEN 0 IUS PARK IN 6. 1 N. F� Q� R" M ON Z. 'o TOTAL. _ - SPACES -16.27' 11i,13.0 TO •CURB: AT END OF WM8 o b Z- z lu9i < Lu z —7r I 1.74' 82 To-.SAW,:Of CURB. AT START* OF RADIUS' STATUS DATE BY PAPE-DAwsom:PRELIMINARY 2.13` .. ' -541 TO CENTER.OF RADIUS 13.10'0, XN-DRAWN H T 'BACK OF CURB .AT END OF RADIUS' 16613 ftl# 1"Vffl, TEXAS 7,042, SUITE 900: PLAN,�CHECKED ZHEET 1 4M: !EWTMEW_ Fliw REd 770 # 470 9.:64' TO BACK OF CURB rm-ICA imWlr^lT.DINX rE PLAN :STREET ADDRESS ri 8A*f 4+ 28J, T -0 BACK OF. CURB; 2.41210 Sm, TEXAS AVENIE C VAR I a .CITY, S 8..13l' 54, 52':,TO: BACK OF CURB OftLEqE STATION K, AS co 11 8.�63! 54,52Z' TO CENTER OF:'STRIP-ING. CO UNTY DEVEL BRAZOS PLAT FL W-1 NG: J4, JOB NO. 30-4 5 REGIONAL- 0 0289, DRAWING 12 8 '2 CENTER 0 1 Us. TO p ,STRIPING AT START 'OF RA D I 13 '0-63`1 58:..73' TO CENTER OFRADIUS. ER 5:�O41- 6 TO CENT, ER 65: STRIPING AT END :Orf RADIUS� 15 4:,34 55112' TO CENTER OF STRIPING F16 27.26" 38-39 TO BACK, OF CURB AT START OF RADIUS TPIc I)t)rljMFNT I4A-lZ:RFFAf PRoi)uCFD FROM MATERIAL THAT WAS STORED AND/OR' TRANSMITTED. ELECTRONICALLY AND MAY HAVE 'BEEWINADVERTENTLY'ALTERM RELY ONLY.ON FINAL: HARDCOPY -MATERIALS., BEARING' THE ORIGINAL SIGNATURE AND, . SEAL h . RE Tn ENSURE Q P N �q:OCCURS PENPHW,� -SX4,! ELEVATION.- 286.114fEET (NOT- 'SHOWN), NOTE :- iTI,: THt doNtAAct-oRs RESPONSIBILITY TO; ENS THAT A LL m 0 GRADES -F MEET THE. ADA AND TAS STANDARDS WHICH INCLUDE � bUT- IAAY WERE ZAI,;QW91), FROM: INFORMATION, PROVIDED D NOT BE' ;LIMITED TQ, 0 0GINIEtAS. CONTRACTO L T � $RAL NO IFY c4j SCREPANC,- ENGINEER IMMEDIATELY OF ANY 01, :SIDEWALKS AN ACCESSIBLE, RPLITES. TO :BE AT: 296:: MAX'`CROSS. SLOPE AND 59s MAX L046 ITtJDTW L.SL SL'OPE'= 0 < LEGALD ESC RIPTI ON :,ora Lu NIA 0. ul uj ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2�. SLOPE IN ANY cc 4— t;ID RECTION 0 LLI Z, ui 0- X CUA8; RAmPS,*8 M'LL NOT olh EXCEED �,IN, VEATICAL OIFFERENCE AND SLOPE: 1 SANITARY SEWER- < C) .SHALL, BE N:0.IM MORE THEN H . EN :1 , 2-1 WATER 6 at CTR IC(IJPNP) J. GAS Lu ..... . . . . . . PARK IN 6. 1 N. F� Q� R" M ON Z. 'o TOTAL. _ - SPACES BENICHMA K _'ELEVATIOX.,,. 286.45 FEET MOT SHOWN.), PENPHW,� -SX4,! ELEVATION.- 286.114fEET (NOT- 'SHOWN), EXII'STIING IMPROVEMENTS FOR PROPOSED SBS WERE ZAI,;QW91), FROM: INFORMATION, PROVIDED BY OWIER AND A $90M :FROM, fAPE*PAWSQN 0GINIEtAS. CONTRACTO L T � $RAL NO IFY SCREPANC,- ENGINEER IMMEDIATELY OF ANY 01, 0 < LEGALD ESC RIPTI ON NIA 0. ul uj ',-"�-.COORDINATE cc 4— %10 T 1. H PLAN 0 LLI Z, 0- TYPE' SIZ9, -LdEND LOCATION X SANITARY SEWER- < z . Z WATER 6 at CTR IC(IJPNP) J. GAS Lu PARK IN 6. 1 N. F� Q� R" M ON Z. 'o TOTAL. _ - SPACES �' ¢ 0 < o b Z- z lu9i < Lu z —7r I 8 it w it E 0- cr; ol u STATUS DATE BY PAPE-DAwsom:PRELIMINARY ENGINEERS XN-DRAWN H 16613 ftl# 1"Vffl, TEXAS 7,042, SUITE 900: PLAN,�CHECKED ZHEET 1 4M: !EWTMEW_ Fliw REd 770 # 470 PLAN: SCALE: I"= 51! rm-ICA imWlr^lT.DINX rE PLAN :STREET ADDRESS ri V A0.11 A -A N 2.41210 Sm, TEXAS AVENIE C VAR I a .CITY, S OftLEqE STATION K, AS co kit�� m CO UNTY DEVEL BRAZOS PLAT FL W-1 NG: J4, JOB NO. 30-4 5 REGIONAL- 0 0289, DRAWING IO02.100. '2 #00 6., W, 17 'C Ni" A ..286.92 286:08 'Q:�� 285.90 2$6.41 2815.12 .285.18: 28 .283.82 `"285.76 284 03: 286.45 28�;94 �285.8T 285,64 28531 �2 2 a�116 283:6D 2��815t0; 281 284 -7-285 52- 8 84 15 285,.06 28164 28'68 8 �2-8* *0 85-7.6 83 v, o 1 ,28 .48 �286� 7-: 283 43 .92 84.21 =116-25 2 x, 286.34 'o - I .287- 7 86.45�, To 285 86.86- c 26 2� �;6 28-i 57 483 37 283.41 7 19 28 ?87.1 2865 1286.43 m 28, 286*38 j285.89 7,777 6. 51 485.791 283.84, 6 19- :286.8866 336, 3. 287;OE� 28568 486.93' 15 28 if .,�,286.691 28187 8 28 2 285.53 28414, 286-16 �286.82* 283,35' 8 286.25 ic 8678 6.46 l�,'286�7 iF. 286.65 f 86.2/ -2 , 0 '- I I I .. 11 7 1' 286286:'832..9 28 . - I -f 287.30.,ZOO. I b 286'9 4 17 86*1: :286.22�86.3 28 1, -Y 286,13, 74 28b 8.' 286 : 286-.43, 'ME 8. E 286.29� "285.8v-,\. A; 284 25283.38 28180 284.41' 284Ax- 1 4� Xm:�Ah V286.47 b8 286 51 287.08 X286.21 `s 61 286 54 86.39 286.5 sxi AM 5 287M 1 E, I TC287.60 2 u/r 287.7.0''28721 & - 9, Z 1 )11... �',,,k\286.65 2 .80 L��P �1 21 if -28 -q- i Z v -3 86�.8 284 Z7 8 V, 286iO6 �'�24 2 7 1 286;59* 283�60 2 1 1287. -287`00 1, 286 94: '1283.20 FE I 286.65 7 287 20 M '12. 1286A �7 �N 1� i i1287,29 - 5: �)28638 zut).8 . . t 186 tl�f 1 286 .7 Zop.z), 1. - --;JU, � 79 U 7 `z7 ;�__Vxz �2 7 '24 -7 8 7j- 30 -42 50 97. 2 6.1:0 N 00'7 n -9- Q -76. 2m E I4`7287.00 � ir��:- 1. v ---- G 65.66D, 287 1:92815 �ul A ME, 4 .6 s xv 286 06 I 287 21 287 39 g7 4 V B + 28p,�4 lME .56 M545 f 284:92 TC2872 1 i M M.0 ME E 285615� 0287. 06 287.21 285.90 285,51 87 �39 286 20 .381- �'7 2 k" �3 �287 E' 1'284 01 287-37 �1 T .287.6 E 287-4 8 �286MA 287..'0 'f 283,8E M7� '287-11 87.03% 2 85. 0 3 "287.25 5 -z' 28Z-1 286.74, . . I ; -, I I �� � i �783 82 28 285. - ------- 88 0 2M90 207:52 4 2§ 0 5, 5 1 5 285:0 \�zr .2 -2 W6�7i �2 1 7; 2 6 285,90• 287.17 285'.40Y f87.25� 07 284762 t83-3,9qj' M3.4714283 29 87. 28565-, 7-6411 287 . - , p -28T33 -- 287.41, 2817.22 286.74 286 75 :287.27 .286.99' 28665 50292:90. 28 6'85', 287�66 2 P, - -- '287 52 '287�A 0 tn6-78 g-'88 87.115w 286.46 28526 2 6 28& 6. ;M7 3 286,72 285.57. 844�69 6 86,5T, A 6:09.-- ----- 1283.31; 3"285:12 r 2 b� 283.27 7� 2 �2 J, R538 2 61 18 84 85, 286.69 286;20 285;29;' �284, 9: 7 28 JI \21 omm wmiw mm 4NMO, ommmmmww� WNW dwo ftAW MNffi1N0MWMWNM�� NOW '286.83 1� 83.'92 >1282.92 8. 3 28599. 285.41 284-.21 .9 NJ, it V, 1 -1- w^•r nmvc -DcrjvA1vAa1vr-K1rjv.1L� V ALMM;Ll. Kt:LT :UNLT, V1Y "MAL, HAMUGUI-T MAILMJAL d,J:AHING THE, :CONSULTANTS 'ORIGINAL SIGN,4,72/RE AND "SEAL LEGEND- PROPERTY LINE EXISTING I FOOT CONTOUR LINE EXISTING. PAVEMENT ELEVATION FROM PAPE'N'SURVEi EXISTINGHIGH SPOT LINE + TC7.8.7 i,50 'PROPOSED TOP OF .CURB :ELEVATION. -i G287 00 PROPOSED; GUTTER ELEVATION -}_ME MATCH EXISTING( ELEVATION 'EXISTING, FLOW ARROW. :PhDP!,08EDFLOW 7 ARROW. EXISTING CURB TOREMAIN PROPOSED ED CU RB, 0, EXISTING; SIDEWALK PROPOSED :SIDEWALK PROPOSED PAVEMENT KEYED NOTES COItTkAOT& REFERENCE''GENERAL. NOTE lk ON TkIS, 6NEtT. 3.1 I REIEWE.- F&%R "E , OUPL go tW. AAK, JUL 19 2013 SST, I ION COLLI ENGINEERI 42. 06-51, 0 )615.dwo 0, =1&111=) r -o Ari= re: triangular spacing detail SHRUB/ GROUNDGOVER PLANTING NOT TO SCALE SND BACKFILL TANCE OF RAGING PLANT MATERIAL PLANTING AREA RE: PLANTING PLAN L — SHRUB BED/ HEAD -IN PARKING NOT TO SCALE I= =I 1) Planting soil mixture shall be one of the following: Landscape Mix "Premium Bed Mix" by or "Ultra Soil" by Living The Ground Up. Contact Earth Technology Group. at 832-247-2574 Contact at 713-46666-7360 or 281-342-6113 2) Bidding contractors be advised that all new tree material is to be container -grown corresponding to stated root ball sizes as recognized by industry standards. This shall exclude all BSB, machine moved, or trans-;ulanted trees from the bidding process unless otherwise indicated on the plan. The installation contractor shall be prepared to provide photographs of intended plant material along with signed clarification that plant material meets these requirements and that no variations or substitutions have been made. 3) The Landscape Contractor doing the installation of this work shall submit to Kudela 8,� Weinheimer information regarding sourcing of plant material. All plant material must be container grown and approved at the source of growth by Kudela $ Weinheimer. Tree material meeting the specifications will be tagged with serialized locking tag at the nursery by Kudela 6,: Weinheimer. Plants arriving at the job site without these tags will be categorically rejected at contractor's expense. 4) If the planting plan does not agree with the plant list the quantities indicated graphically on the planting plan shall govern. 5) Contractor is responsible for the grading of parking lot islands and setbacks. Grade changes shall range from 8" to 15" above the curb depending on the size of the island. Select topsoil shall be used for these berms. See Parking Island Tree Detail. 60) All disturbed areas are to receive four inches of topsoil, mulch, sod or hydromulch (depending on the area), and watered until a healthy stand of grass is established. IIIA&101� TRENCH EXCAVATION NOT TO SCALE N.T.S. *MINIMUM DISTANCE FROM TREE TRUNK TO EDGE OF UTILITY TRENGH ' I e OPEN LI 1L11Y TRENCH ' WITHIN TREE PROTECTION ' ZONE t t I � I I TRENCH WIDTH = PIPE DIAMETER + W 07YP) ' I CONGRETE CURB rr .►. BOTANIGAL NAME/ COMMON NAME GA-• HEIGHT SPREAD MIN. ROOT QTY. POINT VALUE POINT REMARK5 > 20" TREES 3" - 31/2" ARBORIST 2400 NON-GANOPY TREES 40 T -1 1/4" 1 40 LO QUERCUS VIRGINIANA 3" - 31/2" 12'- 14: 0- 7 (55 GAL. 8 300 2400 MATCHED, WELL EXISTING TREES WITHIN PROTECTION AREA: LIVE OAK CANOPY TREES 500 8" AND UP 1 ROOTED GM LAGERSTROEMIA INDICA 1" -1 1/4' 6' _ g 3'_ 4: 30 GAL. 1 40 40 MATCHED, WELL GRAPE MYRTLE EA, CANE ROOTED, SHRUBS 3-4 CANES, Z ON O UNBRANCHED TO 24" DWM MYRIGA PUSILLA 24" 24" 5 GAL. 10 1 10 FULL, WELL DWARF WAX MYRTLE °� 9G�yGF ROOTED 30" O.G. WL LIGUSTRUM JAPONICUM 24" 22" 5 GAL. 69 10 6-90 FULL, WELL WAX LEAF LIGUSTRUM w0 G , - ; ROOTED 48" O.G. KO ROSA X'KNOCKOUT 14"-16" 1(6-18" 3 GAL. 7 1 7 FULL, WELL ROOTED KNOCKOUT ROSE w oc U 30" O.G. GRouNDGOVERS E BF DIETES VEGETA 16" 10" 1 GAL. FULL, WELL ROOTED a - BUTTERFLY IRIS 18 O.G. FF ASPARAGUS MEYERI m 12" 12" 1 GAL " FULL, WELL ROOTED FOXTAIL FERN E E- Q c1 N Ln O O 18" O.G. LI LIRIOPE MUSCARI 15 6" 4" POTS C1 ci L6 FULL, WELL LIRIOPE ROOTED, 12" O.G. NO LANTANA SP. 16" 8" 1 GAL. FULL, WELL ROOTED LU NEW GOLD LANTANA Q 18" O.G. AJ TRACHELOSPERMUM A5ATICUM 12" 12" 4" POTS FULL, WELL ROOTED ASIAN JASMINE 15" O.G. ����,p,NDSCgpF GRASS CYNODON SPECIES SOLID SOD BERMUDA GRASS FOF� 07/0///3 PARKING ISLAND TREE DETAIL SECTION \_,/ NOT TO SGAL.E TREE TRUNK * MINIMUM DIA (IN) DISTANCE < 6' 3 FEET > 6" DIA. < 20" 0.75 FEET PER DIA-INGH > 20" CONSULT 3" - 31/2" ARBORIST TREE STAKE m 22-O" TYP. 22-0" 44-7 SO TH TE AS AVENUE LO LANDSCAPE ANALYSIS FORM Commercial Development 1. TREE AND SHRUB PLANTING REQUIREMENTS A. STREETSGAPE REQUIREMENTS:12-7.63.9 (D) Length of property in lineal feet as measured along each street separately. Street Name Lineal Feet Tree Planting Equivalent Total Trees Requirement Credits Planted SOUTHWEST PARKWAY 80 /25 3 3 3 E O H A U 188/25 8 9 TOTAL STREET TREES 12 B. LANDSCAPING POINT CALCULATIONS/REQUIREMENTS: 12-7.x0 (G) Minumum Landscape Points required: Thirty (30) points per one thousand (1,000) square feet of site area: Three hundred (300) additional landscape points shall be required for every fiftt (50) linear feet of frontage on a right-of-way. Driveway opening, visibility triangle, and other traffic control areas may be subtracted form total. Calculation Points Calculation Points Required SITE AREA = 33433 SQ. FT. 33433/1000 33.43 X 30 1003 RIGHT-OF-WAY = 2608 LN. FT 2x"•8/50 5.305 X 300 16308 TOTAL POINTS P-EaUIP-EDI 2011 To receive landscape points for existing trees, all existing trees must be in good form and condition and reasonalbly free of damage by insects and/or disease. 'Includes both Southwest Parkway and S. Texas Ave. Plant Material Points Accrued (per plant) Installed Size Caliper (inches) Tree Quantity Points Accrued NEW PLANTINGS: 300 3" - 31/2" 8 2400 NON-GANOPY TREES 40 T -1 1/4" 1 40 10 MIN. 5 GAL x-09 ro90 SHRUBS (NON -SCREENING) 1 3 - 5 GAL 17 17 EXISTING TREES WITHIN PROTECTION AREA: CANOPY TREES 500 8" AND UP 1 500 400 4:'- 8" 4 1000 TOTAL POINTS AGGRUED 5247 G. SCREENING/SHRUBS:12-7.x0.9 (D) Screening is required along 100916 of the street frontage (Such as 'ten (10) shrubs for every thirty (30) linear feet of frontage). ( Shrubs ore required for new or the expanded portion of parking lots. ) Linear feet of Requirement Total Shrub frontage calculation I I Requirement 2638/30 1 9 X 10 j 90 22-0' 22-0" 20'-7" O O r �w��*+r•:*���w��.��.,_X11►��:�►��rf�:�l,��r��_�+r.�lr:+1���►��r�s:��r+���*�����r+r��.w:+s:� #OT BALL SET 2 FIN15H GRADE tll\!G SAUCER AROUND OF PIT - 4"HIGH F on Small Islands 15" on Large Islands mw �'T �„• • ® rte• • i •- �'�, _� ` • tom► �9`` �,�� /' X41„�� � i � f jar � �.'/�_�.h' ..•=”' 4 r � _ yR BLACK RUBBER TIE TREE GUY E STEEL TEE POST - (3) per tree TREE ROOT BALL SET 2" ABOVE FINISH GRADE WATERING SAUGER AROUND EDGE OF PIT - 4' HIGH FINISH GRADE 2" MULCH I I -- ri 4• DIAMETER PERFORATED t PVC SEWER PIPE - 2 per tree PLANTING MIXTURE 1:1 SLOPE FOR EDGE OF HOLE SET ROOT BALL ON I UNDISTURBED OR COMPAGTED COMPACTED OR t UNDISTURBED SOIL V J SOIL 12" TO BOTTOM 12" TO CENTER EDGE OF PIT OF STAKE n STANDARD TREE PLANTING DETAIL I I 20 \ it 11 KBE PKUI EGl IUN FEN E, RE:46,�5 .01 ?�� \ 40 " EX. 4" LIVE OAK rj THRU- I ,\ I I TREE PROTECTION 4NCE, - RE: 4�5 L/1.01 �—.._..... ......-_ ^—_-_.__—--LIJ— 4 TREE PROTECTION F NCE, GENERAL NOTES: 1. 100% coverage of groundcover, Decorative paving, decorative rock (not loose), or a perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, right -of way, and adjacent property disturbed during construction. 2. Existing irrigation backflow preventer to be utilized. Contractor to verify existing device meets current city codes, Including #2394. 3. Irrigation system must be protected by either a pressure vocum breaker, a reduced pressure principle back flow device, or a double-check back flow device, and installed as per city ordinance 2394. 4. Al backflow devices must be installed and tested upon Installation as per city ordinance 2394. NOT TO SCALE PLAN NOT TO SCALE Z� THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL. i PRIVATE DRIVE I N SCALE 1" = 20' - 0" 10 0 20 40 LOCATION Mnv (N.T.S.) w 411 Z ON O QQ' s SITE RFs Z N m H W °� 9G�yGF caCn e to w0 G w oc U w a - GENERAL NOTES m m m E E- Q c1 N Ln O O C1 ci L6 � O O O LU Q ����,p,NDSCgpF FOF� 07/0///3 LANDSCAPE ARCHITECTURE SITE PLANNING URBAN i-4 DESIGN OLD KATY ROAD SUIT SUIT 270 HOU�i TL jj�� 7134,pm987 T TON, TEXAS 77024 ,/_ 1"ELL 1 713-EBM908 WEINHEIMER wu FAX *KwTEXAs.corn 00 0 V) X W Z O z o 0 LU � o Z m OLLJ N N N p W 0 LL 0 M BENCHMARK BENCHMARK "SX2" = ELEVATION: 286.45 FEET BENCHMARK "SX4" = ELEVATION: 286.84 FEET EXISTING IMPROVEMENTS DELINEATED HEREON WERE CALCULATED FROM INFORMATION PROVIDED BY OWNE 1AND NOT DERIVED FROM AN ON THE GROUND SURVEY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES LIJ LL o 0 a LEGAL DESCRIPTION J p UJ N/A aLu LANDSCAPE z CL Q W = TYPE SIZE LEGEND LOCATION Z f2 z (DLn (� (/) O U SANITARY SEWER - WATER (: ELECTRIC (UGND) - GAS - w Q tcc� o w I w z PARKING INFORMATION W 0 TOTAL -- -- SPACES z z 0 P a ~ G Q z -- -- O O e i w H w LU 0 0 0 STATUS JKTE0441 BY PAPE-DAWSON PRELIMINARY rzi ENGINEERS PLAN DRAWN i 10333 RICHMOND AVE HOUSTON, TEXAS 77042 PHONE: 713.428.2400 - PLAN CHECKED () SUITE 900 I ( FAX: 713.428.2420 SHEEP IN ! EA I TEXAS BOARD OF PROFESSIONAL ENGINEERS, FIRM REGISTRATION # 470 PLAN SCALE: STREET ADDRESSI 2420 S. TEXAS AVENUE (� (" — CITY STATE i r COLLEGE STATION TEXA MELOPMENT COUNTY P UT OF FILED. BRAZOS REGIONAL DRAWING NO. JOB NO. I) 40030-65 I T m I 42 �0289 DRAWING TITLE LOCATION Mnv (N.T.S.) W v LEGEND, ,4": :PROPERTY LINE EXISTING 1 FOOT CONTOUR. LINE EXISTING PAVEM5NT:ELEVATION 2$s47 FROM PAPE=DAWSON SURVEY __.�.:�...,.;_..._- :EXISTING" 14I0l SPOT LINE 9- TC7$7.,5 PROPOSED TOP OF CURB ELEVATION. -i G287,00 PROPOSED GUTTER ELEVATION; +ME MATCH EXISTING ELEVATION `EXISTING FLOW ARROW .•► PROPOSED FLOW ARROW ~--- --~ p- ~- - ;E'XISTIN.G• CURB• TO: REMAIN .... :..:. :PROPO;SED CURB EXISTING. SIDEtNAL'K PROPOSED SIDEWALK PROPOSED PAVEMENT � I. QOS. ANE KEYED NOTES 286.92 286.08 =F` 285.90; 286:41 286,12 285.78 285.12- 283:82 283.76 286.45' 286.04 285;87' 285.94 285':64' 85.31 284:64: 83:66. 284:03:` 2 283.7 _. x 283:96 __-�____.Y._. �,._.. .. _.�.. �.,�.�.,_... .._._. CONTfiAC7QR TO. REFEREN E 6E . __. _ �,..__,__.�.._...._._ _.� __ _ .__ --- _ C NERAL NOTE 12 ON THIS SHEET. --- , . ,:.. - wM .. _ _ x _, 283:5:1- 2,813, - 285>52 6 {284:49 ` „_ - 28::284 3 2.84:48 284 15 . ..::285.06 � 283.64' . .. z 283'89.:,,.,>. 286.48.. 286.17. 285.78 - .... 285.18 284.40 2$_ . _ 284 67 284 52 t s.53 -. 283.45 w 2865114 - y;�.283.92: . '78'672 �;:•ct. �. �� Vie, . 283 88 286.25.. 285.8.6 284:21283.43 z8 _, 28757 d 286:86 ¢ 2$6.34 xr xL86aU 28� 3:40:{? 287.57x # �r $6'.31 » ' 86. Sx , ..,x. �A 286.03 syr. L c.2b- t Z8 :56 235 283 8 \ 2$3 3T ; 20.,,13:' 28 3 286.3 a5</r, _ . ; t 7.19.:.. _ _w_-._, u- _......_ 6 x.. _ .<. r. _ -x-- ... 2 %>:55 x285.40 x. r t -. , . - 286 14 : ._.: _ 287:55. T t 286;53 - 286 ' ;"�8.i;5 �t :? 286 xna :283:41 287.72 a ..:.r 286:09 ,. 1286:43 :i ;38" X5;62 x ~> 2$3.94; 1283.38. NI:;; 285..97 M :,.... • 285 .3. #i. 285.8979 _ .. 2,8391x GV. r t, ^: ..' rf'. ;,' #,.., s ` 285 /: - .x .."` .. .. ,�.� 287:36; 2ha86,..-. _,;..:. f,,.,.._. ; 286.881 28714 ij 285:86 •. # # 1 4 288:66 ` s w} > s 283.84. .1 .. e:r - �'+�' ' - r t j. -...,€ t 28`6,65 286.25'*283.36 ;7t 287.08 : r : €€ 285<68 283.87. :z # i t i 285.84 �J it, TG287.20 '1 286.42 285,82 286 2: 286.69. ? „ 3 l� x, l :' 283:87 286 9'.. 28682 28553 E 28 5 6286 70 -1: as 96 z66as 2 U 286,25 1 ?� - 86286:72 j' i.: ? 286.78 28415 3.3 287.30 " $7.20 .q ., 286.65 !# 286.18 9E.,,..--- 286.22 {{ 286:8?' 286.68: 28 .96 ME,' . 286.1S_ 286 71'{.286.74: 86:32, 286.94 286.$4 ` 286:43, 286.15.286;22 286.3 286.31 ME 286.87 286 42 ;2286.20 i{. 286.29` 283.80 t 28587 .,{.28425!# i' 1 284.411 283:38- =�, 284;902x' # � # € x286:39 l/'. x286.30 2.86.41x 41 1' j } „� _ '2286.4 ;ME SX /j. 286. 5. # f. s / 266. 286:94. 28.708 M6 54 i� t TC287.60 G^ 86.39 € # 286 5 xtx AN E 2870.3 ME a i= 6`.56,' 2 7.1 286.4 1 m." ?' , :' 2871,0?i 287:21 <t. Aly 4. ; 1i 286.65 1 28':80 tib, ' a.: ( 286.84 286:592 2 2i: # j \ 87:10 ; ... j 28 6 06 21284 2 x w 286:94„ '1 :98; �% #:> z86.91{ 5:73 Cx ✓ 283,60 ?. x !/ ! �:: ; h 1; 286.65: ,. X 283.20 ', € 287`;32 , 287:09 jl...:.. ff ME `' # ?: :28686 >. .\'>' , 28fi.$6..:.: .: i 286.1;7 _ X ,,, i 87.25 ✓ F., .:. 1 84:25.128, :12. 4? 286.8 287.29; 0 � 286:54 286 76 - 1 _ , 286:78- 286 49 2 x p 2g : t. z ��tiwv 5.24 <� ME ::. ', 579 2q .,, �.� ti .. TCz87.5o Well, Zs2 0°° o� �- - -'� x. it . :� \ w _s59 TG286 101: F; G287.00 i i.... _2s, 287.20:� l �5_• t n :J: -..:......,..._.._.._......._..,,......._;,..._..-.,.....,..,_.:..,.._:,....�..s�'gS�^v.. '".' ,.•.: -'�. .,";xa ::rxsasa.,�:r 7':06: 28 .42 + t r: i v .:t... �$6i76 286 13 ^ _ 287 12x-�. x287329 286:9]€ ° ° 286:67. -- !. SM 286 65. f, 286_ss7 oop° f ME 286.06 1 287:2} r 287.39 28fi.fi7Y ,_, 4287:20 ;_ + M i x 28x`:.4 , 28402 0287..:56 287. 6t # % 'i - . MC:28g:45 286:0 2814.7;1', 283.45 s f�.. E', ; {283.06. s : 285 90f •85.51?. G287.06 :2zsi a,,.z 6E9: E 287.21 j I - -- - - - _ '' 2 t 287;38 ;;286:87 287_11. #„ 1 286.88�,a x #i. TC287.60 E: i. 287.33] 287.6 /� 287 37 FFE 287'.43- 2$401 .` G287 10 287:09 j"€' 286.B5;x 287 6- i'_ ; 283.88: #{ 287660 '28715.:•28756:. #i' tv . 28T.C)9 2 1282 03` t. f f 283.2gg33 {( _-�. � r` t ��4 � �� .._ � t • ' ;' 02 i:O 11 i l 285.00 Y E 5; `'`' • 286:90 2,� 5220 287 35 { 1287:25 287 0" 287.05 L287 ., 1287 41,86.7.4 / .. # -.283.82 ii' . %-_i 3 4 7 285'.88 . 8 _67 '285, 283.76 t.. 287:24It s: 2 g `��,5.35285.0g 285.5 �l E 1 X86- i {:28726 ' 287:33 287.4:f, 286.74 28590t , i ,. 287:22 , # X28675: 287,27 287,25: T 287.1:7 2 5, 8 40 ;4 ✓'. 287 12x<:\ -< x28 76 X83 79 T 36�� 2g _ > 286•.74 , / i E 8764 .: 286.99{287 50. 286 55 ?•; \1 1 287 43 . �"�' .. ' 2$5:66 E 1_ 2283 47 128390 If 287:15; 286.98 z .; 286,85 .' 28752 287.66 �: €! y 287;9:0 286,78 8 '8 •i . ` 286.76 ? L86:96 . X287:3 286:72. 286.46 85;5 285,263G.; Ji: 283:16. _., {4:'+286,5?; x�.,;.� _ :."._ .. .:....:....;... _ _F: 285,57 ,`L 264:69 286.24x, 32285:72 28453. 283.76 \ f: E.284.08 . 283.37 }x#286 09' _ r ✓ 285:22 �283.3T #: M _ ., 287.64 X 286:69._ :i 286.53 2 5.78: 285;:36 :.. 28461 r. 283:27:# 287.08 286:20 g 285.04 84 $1 285.29; ! 284.79 284:40 28440 (: t r ? k \d �Y^ 5j t ;3 x rw rrr x285.49 284. x282:92286:83 285:99 2. . 3 1 ;,•<�~ - �� •''-�' i . � ` .s.a�',. '�: Yom' \ 1 THlS:DOCUMENT HAS•.f3FFAf PR!]nf1CFd'FRt}M'A.lA7F9lAf 774A'T WdS:CT(1RFn'aernYnR:.rRenlCaet7-rcn ci:r-rmnr,nneir.v:enrntirnvuA.c4arcAr-r.rnm,ciorci.i.nv :;ri-nrn r„-,...,.;.:...,.'. ,-..r.. ,,....,,;,;;,.,...;.•..;�:..,: „�..,_.:.: _.---..:_:,,._..�- -- , .�_. ...___.. ....._..- .... .. .....� ... ,..,........ ,. ....,.,_.....,,:.:, ...,:.:.,r..r.•., ...�-.yv,v.�vr..rnry-r. :�vrc�vrrvnr_ JiV1VHlVRC HIVU `:JtHL: W UL01 1'nu" llprmVYtmtn 15 run. rnurusl:u U15b WENS CALCULATED FROM INFORMATION PROVIDEQ BY OWNER- AND SURVEY FROM` PAPE DM& ENGI .A EERS._CONTRACTOR,SHALL NOTI"FY ENGINES MMEW-Tt Y OF ANY DISCREPANCIES o, _ u_ d LEGAL DESQUPTION' o W. OC NIA Lu 11 PAR TIAL GRADING PLAH �° Q a z TYPE SIZE, LEGEND LOCATION Z Z SANITARY SEWER! .. ul WATER -� o u ELECTRI[ {UGND) - GAS - W z . a .-V. "oC M W Q �n W a <: • u, PARKING ;INFORMATION TOTAL _ _ SPACES a a _ . - - ...:.::. z � z 0 : - Q E- ujz Z. W cc ccuji '' d Z ao STATUS DATE BY x PAP -DA WSt�N PRELIM 1NARYLLJ - < ENG/NLLRS z O PLAN DRAWN` 1. {0333 AZ6460 SMITE _ AW HOUSTON, TEXAS 77042 PHONE 713'.;428«,2400:' 960 PLAM CHECKED sHEEi I ` .. .. .. . •� FAX: 713.428.2420 L9 J MOM J90AW, OF. i7ROFES970NAL;fNSINE6ISJ FZfOf RE6ISTRA720N.B 470.. J PLAN SCALE: V' = S` y,4. STREET ADDRESS:' C 3.00 PARTIAL GRADING PLAN a I�ul 24;20 Sm TEXAS AVENUE N CITY STATE; _ ._ 0OLLE ; STATION TEXAS COUNTY al 00 N O BRAZS _ e o z W30-615 z p 0 o 400S063.dw9 31! I