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HomeMy WebLinkAboutDrawings (3)PAVEMENT LEGEND. - . • DUMPSTER PAD PAVEMENT - ' - - . . .i: ' PROPOSED 8" 4,000 PSI CONC. @ 28 DAY'S WITH . • #3 BARS @ 18 O.C.E.W..- - _ - - • HEAVY DUTY PAVEMENT (FIRE LANE) PROPOSED 8" 3,600 PSI CONC. @ 28 DAY'S WITH . . #3 BARS @ 18"- O.C.E.W. • LIGHT DUTY DUTY PAVEMENT(PARKING� - - ` PROPOSED 6" 3,600 PSI CONC. @ 28 DAYS WITH #3 BARS @ 18"- O.C.E.W. - . " . _ _ . . . ;_- SIDEWALK PAVEMENT ' . :'-� PROPOSED 4" 3,500 PSI CONC. @ 28 DAY'S WITH - #3 BARS @ 18" O.C.E.W. • ' . PAVEMENT NOTES:. 1, . - .: 1. ALL PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6" AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE.; - . 2.. THE CONTRACTOR SHALL DOWEL & EPDXY #4 X 24" SMOOTH BARS @ 24" CENTERS ALONG ALL PROPOSED TO EXISTING CONCRETE EDGES W/ 3/4" EXPANSION JOINT & SELF LEVELING JOINT SEALING COMPOUND. 3. THE CONTRACTOR SHALL PROVIDE A Y2" EXPANSION -JOINT W/ SELF LEVELING JOINT SEALING COMPOUND BETWEEN THE PROPOSED CONCRETE PAVEMENT AND THE PROPOSED BUILDING.- • . NOTES: 1. THE PROPOSED PROJECT SITE IS NOT WITHIN A 100 YEAR FLOODPLAIN OR FLOODWAY PER FEMA/FIRM MAP NUMBER 48041CO325E. 2. THE PROPOSED BUILDING WILL HAVE A FIRE SPRINKLER SYSTEM. 3. ALL SIGNS SHALL BE PERMITTED SEPARATELY. 4. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH CITY OF COLLEGE STATION DEVELOPMENT STANDARDS. 5. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. 6. , 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, RIGHTS -OF -WAYS AND ADJACENT PROPERTY DISTURBED DURING_. CONSTRUCTION. 7. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM - SUPPLY THE EQUIVALENT PROTECTION AS .THE • AMPRO USA, LL562 LOCKING LID. ALTERNATE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. - 8 THE OSSF MUST BE PERMITTED SEPARATELY ,\ . I 0� & /��� t�� _/ . . . . . . . i - . I � . -� � . • '.'O'. . , � . -_ . . . ­ . . �:', ... :t, . < . j� 9AA � - \ o ,p _ . \ TOO . 0 50 100' q� - A . . . - '�F + `v-\ 9. - EX. FH \ . \ :F� . �\ ��: ...- - - EX. 20' U.E. :.-::•:;o' . VOL. 7685, PG. 132 \ If,, ..... R;,: , (� V� \ ��� \ \� .��% \� ..__..'.%'-*_�.-:� `� �',� THROUGH THE BRAZOS COUNTY HEALTH \ + I � ­­­­ , . - I � . . . .. „"..;V. . . . '.-...:.•` : .. - :X� �j, DEPARTMENT .__ � . . . . . . . . 1, ... . 'Z \ '::::::..::...... . � -- - � � i i r� 11V P V IC.1V11-� 11 V 1V LEGEND - ' I.R-F • IRON ROD FOUND . LR.S. IRON ROD SET 'X.r CUT X IN CONCRETE Fcp FENCE CORNER POST ' . /�� . ASPHALT • • . ; Q TELEPHONE MANHOLE '_ -' 0 • POWER POLE . * . LIGHT POLE - . - . . DQ `WATER VALVE • SSMH SANITARY SEWER SE MANHOLE � FIRE HYDRANT .. WM ® WATER METER � -- - � � i i r� 11V P V IC.1V11-� 11 V 1V :::•.:.... --* .I....7. � ' 0 Vicinity Map • 17f=1000, • . - OVERALL LAND AREA = 11.562 AC (503,640 S.F.) - f' . '-:.x. ,'.-:;;;'; ;;:.... . t . . : A R P = '```}. . <- n_l_.. . .+ .. . °; . a u> PROPOSED BUILDING AREA = 13,277 S.F. \ " :l . :: l \ ._ ; - PROPOSED DECELERATION DEVELOPER I. 6 \ . PROPOSED, BUILDING HEIGHT = 26'-0" . PROP. � � :'' - i u LANE. SEE SHEET C2.2 \ FH \� RV Station gZ \ _ FOR PAVING AND GRADING r \ \ 0' ;. ':.:::::, ::::.-.• INFORMATION. 2815 N. Earl ..Rudderl' Freeway "', PARKING REQUIRED (MOTOR VEHICLE SALES/SERVICE): PROP. 912 LF 5' �g \ \� STRAND BARBED (JI +. Bryan, Texas 77803 �2� \ \ . 1 * SPACE PER 200 S.F. = 66 SPACES WIRE FENCE \� `'�, : ..... PROP. 18" RCP. SEE Contact: - Chris Falcone - \ \ \ _ r' , . ,,:. .-.-.-.'SHEET C2.2 FOR "�. :::'MORE INFORMATION Phone: 9%9--778 8000 . - . \ \ _ .. PARKING PROVIDED: 33 SPACES (DIRECTED BY OWNER) - 2\ x�+ %....'.l.._._...V... . EX. 20' U.E. = ;,,. � : . . F4 \ \ VC�L..7685, PG. 132 -i9' `1 x e, t ' {��lq5 \ \ HANDICAP PARKING REQUIRED: 2 SPACES •: t_ = =:P: V V \ • . . - t \ • .........._: .........-.. �'I \\ \ , " HANDICAP PARKING PROVIDED: 2 SPACES � _�' �-ENGINEER � _I..... . \ , 1,` --` Home y \ Inc. rt :., 'Engineering, t�?,,z," .. er 'En ineeri�n - _-' _ s �. _ \� w .:,a_ P.O. Box 294 L ,� PROP. GATE W _ .. Y .ie'Q � .f KNOX SWITCH �...- ;, `5;. - Lewisville, Texas 75029 \ , . " . r os ,,-•': 2 \ PROP 5 ^° :. - . ;,� Contact: Steve R. Home er PE \ _ .. �SYF37 fir;: .; f . - ...... � \ASF•:..\ \ SIDEWALK �: '.'" z ; 'a::. ; "'"' t'RC ? \� n y \ '� riyn:>�. :.: Phone: 972-906 l 9985 . \ \ PROPOSED 46' MUTUAL ' . e ri'.O, �i£".•''r- z_ ::PRO :z :F1':..: \ . . \ - \ ACCESS EASEMENT .: F?µl 2 =:SW3 - . :<. \ �: o =` RAMP'-` ?":: ` - • Y _ tir \ s` \• LG / PROPOSED 40' MUTUAL ;:,- °� `: :•:WARNJN `yam: =:`' \ CCESS EASEMENT STRIP".: .1i S1?t A 1� y�,7 iS . .'•S :it ` RO •; .� . r ter= '' ��:a• A :` <_ R{o 4tzv: v:.:. -.M1•. - f '*••'9•�"' i-:`' „`tet^:•= ''h ` p.:r.?: + 20 U.' ' 363SF \ E - 2t -- 6 a.�. - ' ' - VOL. P \e G. 4 _: \ • PRf3 4• ' rf < gra. ��,,,;. .� - 7 \ CHAIN LIN - ..��.. �'�::_.:'. - K FENCE _ - �. '-�':=::'�• rp - - \ .z- p,�lrl .T. •4:•"''•- "if •• :SS,�"< A•"•n •-Iii..:. i \ �' %tom _ n:.• , \ S 1 V' V :. . :i+, n yf , :i: �\ PROP_ - fir:'' �+: - •:.sr': • • \ / ,. \1. „�: a:�:• .,. �. _ SIDEWALK \ _.�, 'ate :.r� �.,ye•,-:i � - =:�:. Rel \ '`�,. s..._ ,, , _ PROP. 6' %r- ° �:::' __ P s / 0 GATE \ \ .. :5 :.: , -!' ' . �:: SIDEWALK \ /.' t: r L LG i . �. z:,. • PROP. •1• . :6 t:•;:�.:, . `►o. \ KNOX SWITCH - •t•- •_.. "i:z,'Y.. _ �,."�_' _ � wv,.'j.D ECOR Al1VE ETAL . 2iYL<�- }r 3 . r ROP. ADA �s M t$ i .z^ >./! q - _ • �32 - CiJ \``� s. ksac'• •, _ :ter : ;:::::• \ B "",,,. _ 6 s': .r' ,r - FENCE B 1 S GNS A. • -�. 2 E / P • N= \ C R P. ) S -„ . �, e R ' . ,. . F�:, ,.; , Wit.,... - :�' - - . FH F ?':. R.' �� \ T - - ter: \ .t. =s•v l S 2� \ %� t'- - _ 5', `� S L. -✓ � + �:�;: PROP. _ - T - to M / •-� r 55".: i(' S / '0 s " O '`las"-+ \ 5. s t• R - :. �` FDC `� �.. .l PROPOSED r \ �_ �. / :�_ R R �� z . •ra. •i - / E k. _ v• ' -�, 'r.' ' s. t ��'=:.,K-•. T :�. BUILDING A - \. x - \ rw.. IA :. _; w.. - / _ ;•Fl `i` (^ _ /<=` �'`Y 10 527 F - / ,. ;;; - :s „.. vl T 6 -•, Wiz::, . ;.�:'< - T'•r c�s,• S \ ati . _ .} \ ,� �. v - <: .•t> " {, RO[' S y �\ _t ''P. i - 3 e N� FC a'% W tti' • S 3 :05 . .:� 4' - i ' -�...a - `.� ,r ^..,yr \ G AMPS. _ _ \ F Z �o - S S �. +.r, FR•-< .. P. ROP \ - I �.a. Y ter:'- •-rs�. :�• -�- Y i"�- z - r'v` \ �a- a n... SD W L t • m:. - . '� :�. <, J:" .5> a•b RO DE i2 A: FO v / /' N Ti N' A E R' raw~ - y :z :y r c4 1 a� _ \ `. i.. c 1. i. 1: E 5 -ACR ACT 6 TR �. ,a-• 0 OSED -, :. 4,:; Ali•' ,f•x•- �•' LV _'ji V V 4 U "�: off:;;'• .5�;:;. :_:. :R C P z R S`" .i 9 ANO Y 1` v- crrh r. .:^:� A r: a • Fs. . �}� _ 0 �,•zc, 0 �.- _ 'h- c• ••l•..fef r :.:. S _ R -' s 0 e -" S� C 2 750 S.F •.�=� �� .�t�--:�: " \ �•. �.5 J ns :k .° y,.�e �;r,. T r'' <•• PRO OS. �:;'�-. _ ...... >. �. �: °�' �Y :, : - p CUR <•� i. c� END B •;�:>- :-. =' EX.Al • CONCRETE' F .Mi. - LU ,< E' BARB D � �` - . :.� � .,..� o E s fid. B �.. . O �. WIRE G a FENCE �' Dc n E _ V� °rD `M - + P: • c 2. :Y 3 N •\ n LL �•i f E E `' i? / F 9 s r s a - 1 �. / r. - I i \ VO . PG. '•q" . ROP' ..•,:'-:'::=:;:::: 'P OS d:4 E +w `' N .:1 D =_ 9 ,1- ac1 d� . a=. ( S n - G corvc E :FL f UME' - RTE' �r�':: „<: - - , :': :�• ,:•'. .9 .t :: >: .x �- - y 9 1 / ! ` Y' • L 5 X . r -'Y'. '::ice.: �• 1 3 Ro . fLE �. ri \ Z'i , 4 •,,�, 6 f >it: ':�f'•+ .._.� :'«'-...w;... . t� � -_.v'-:i�; �-•. :fir• \ �/ S \ 'r -• S 7 ::Y ' -STRUCTURE R CTUR t cc + . :r. 8 4' k; • „r. M X `h:, .' yy r4.. . ^. �� Y" .�?'j 5: ��f �f�5 t yi+. X t vYNl ! •'..1r i' i E. :, ,l .. 1 rs:': i r, - ?> �y �`. �'Y' r.. .• .�": VOL. P G. I X . . DESIGN ;.POINTS .- PT . . - i Sy 0,9 _" CREEK �h . G 11 <\\ - _ . . . . O- 6 . . _ . . .. -- P\S PROJECT ' LOCATION . - �. Or 0, ,11 - . . x -_ . - I_- . . Z . 0'' - , O . z - S . K 0 A I,I . . SOUTH • ' = • .O ' 10187938.32 -MIST L��_� - � \ - ILA :::•.:.... --* .I....7. � ' 0 Vicinity Map • 17f=1000, • . - OVERALL LAND AREA = 11.562 AC (503,640 S.F.) - f' . '-:.x. ,'.-:;;;'; ;;:.... . t . . : A R P = '```}. . <- n_l_.. . .+ .. . °; . a u> PROPOSED BUILDING AREA = 13,277 S.F. \ " :l . :: l \ ._ ; - PROPOSED DECELERATION DEVELOPER I. 6 \ . PROPOSED, BUILDING HEIGHT = 26'-0" . PROP. � � :'' - i u LANE. SEE SHEET C2.2 \ FH \� RV Station gZ \ _ FOR PAVING AND GRADING r \ \ 0' ;. ':.:::::, ::::.-.• INFORMATION. 2815 N. Earl ..Rudderl' Freeway "', PARKING REQUIRED (MOTOR VEHICLE SALES/SERVICE): PROP. 912 LF 5' �g \ \� STRAND BARBED (JI +. Bryan, Texas 77803 �2� \ \ . 1 * SPACE PER 200 S.F. = 66 SPACES WIRE FENCE \� `'�, : ..... PROP. 18" RCP. SEE Contact: - Chris Falcone - \ \ \ _ r' , . ,,:. .-.-.-.'SHEET C2.2 FOR "�. :::'MORE INFORMATION Phone: 9%9--778 8000 . - . \ \ _ .. PARKING PROVIDED: 33 SPACES (DIRECTED BY OWNER) - 2\ x�+ %....'.l.._._...V... . EX. 20' U.E. = ;,,. � : . . F4 \ \ VC�L..7685, PG. 132 -i9' `1 x e, t ' {��lq5 \ \ HANDICAP PARKING REQUIRED: 2 SPACES •: t_ = =:P: V V \ • . . - t \ • .........._: .........-.. �'I \\ \ , " HANDICAP PARKING PROVIDED: 2 SPACES � _�' �-ENGINEER � _I..... . \ , 1,` --` Home y \ Inc. rt :., 'Engineering, t�?,,z," .. er 'En ineeri�n - _-' _ s �. _ \� w .:,a_ P.O. Box 294 L ,� PROP. GATE W _ .. Y .ie'Q � .f KNOX SWITCH �...- ;, `5;. - Lewisville, Texas 75029 \ , . " . r os ,,-•': 2 \ PROP 5 ^° :. - . ;,� Contact: Steve R. Home er PE \ _ .. �SYF37 fir;: .; f . - ...... � \ASF•:..\ \ SIDEWALK �: '.'" z ; 'a::. ; "'"' t'RC ? \� n y \ '� riyn:>�. :.: Phone: 972-906 l 9985 . \ \ PROPOSED 46' MUTUAL ' . e ri'.O, �i£".•''r- z_ ::PRO :z :F1':..: \ . . \ - \ ACCESS EASEMENT .: F?µl 2 =:SW3 - . :<. \ �: o =` RAMP'-` ?":: ` - • Y _ tir \ s` \• LG / PROPOSED 40' MUTUAL ;:,- °� `: :•:WARNJN `yam: =:`' \ CCESS EASEMENT STRIP".: .1i S1?t A 1� y�,7 iS . .'•S :it ` RO •; .� . r ter= '' ��:a• A :` <_ R{o 4tzv: v:.:. -.M1•. - f '*••'9•�"' i-:`' „`tet^:•= ''h ` p.:r.?: + 20 U.' ' 363SF \ E - 2t -- 6 a.�. - ' ' - VOL. P \e G. 4 _: \ • PRf3 4• ' rf < gra. ��,,,;. .� - 7 \ CHAIN LIN - ..��.. �'�::_.:'. - K FENCE _ - �. '-�':=::'�• rp - - \ .z- p,�lrl .T. •4:•"''•- "if •• :SS,�"< A•"•n •-Iii..:. i \ �' %tom _ n:.• , \ S 1 V' V :. . :i+, n yf , :i: �\ PROP_ - fir:'' �+: - •:.sr': • • \ / ,. \1. „�: a:�:• .,. �. _ SIDEWALK \ _.�, 'ate :.r� �.,ye•,-:i � - =:�:. Rel \ '`�,. s..._ ,, , _ PROP. 6' %r- ° �:::' __ P s / 0 GATE \ \ .. :5 :.: , -!' ' . �:: SIDEWALK \ /.' t: r L LG i . �. z:,. • PROP. •1• . :6 t:•;:�.:, . `►o. \ KNOX SWITCH - •t•- •_.. "i:z,'Y.. _ �,."�_' _ � wv,.'j.D ECOR Al1VE ETAL . 2iYL<�- }r 3 . r ROP. ADA �s M t$ i .z^ >./! q - _ • �32 - CiJ \``� s. ksac'• •, _ :ter : ;:::::• \ B "",,,. _ 6 s': .r' ,r - FENCE B 1 S GNS A. • -�. 2 E / P • N= \ C R P. ) S -„ . �, e R ' . ,. . F�:, ,.; , Wit.,... - :�' - - . FH F ?':. R.' �� \ T - - ter: \ .t. =s•v l S 2� \ %� t'- - _ 5', `� S L. -✓ � + �:�;: PROP. _ - T - to M / •-� r 55".: i(' S / '0 s " O '`las"-+ \ 5. s t• R - :. �` FDC `� �.. .l PROPOSED r \ �_ �. / :�_ R R �� z . •ra. •i - / E k. _ v• ' -�, 'r.' ' s. t ��'=:.,K-•. T :�. BUILDING A - \. x - \ rw.. IA :. _; w.. - / _ ;•Fl `i` (^ _ /<=` �'`Y 10 527 F - / ,. ;;; - :s „.. vl T 6 -•, Wiz::, . ;.�:'< - T'•r c�s,• S \ ati . _ .} \ ,� �. v - <: .•t> " {, RO[' S y �\ _t ''P. i - 3 e N� FC a'% W tti' • S 3 :05 . .:� 4' - i ' -�...a - `.� ,r ^..,yr \ G AMPS. _ _ \ F Z �o - S S �. +.r, FR•-< .. P. ROP \ - I �.a. Y ter:'- •-rs�. :�• -�- Y i"�- z - r'v` \ �a- a n... SD W L t • m:. - . '� :�. <, J:" .5> a•b RO DE i2 A: FO v / /' N Ti N' A E R' raw~ - y :z :y r c4 1 a� _ \ `. i.. c 1. i. 1: E 5 -ACR ACT 6 TR �. ,a-• 0 OSED -, :. 4,:; Ali•' ,f•x•- �•' LV _'ji V V 4 U "�: off:;;'• .5�;:;. :_:. :R C P z R S`" .i 9 ANO Y 1` v- crrh r. .:^:� A r: a • Fs. . �}� _ 0 �,•zc, 0 �.- _ 'h- c• ••l•..fef r :.:. S _ R -' s 0 e -" S� C 2 750 S.F •.�=� �� .�t�--:�: " \ �•. �.5 J ns :k .° y,.�e �;r,. T r'' <•• PRO OS. �:;'�-. _ ...... >. �. �: °�' �Y :, : - p CUR <•� i. c� END B •;�:>- :-. =' EX.Al • CONCRETE' F .Mi. - LU ,< E' BARB D � �` - . :.� � .,..� o E s fid. B �.. . O �. WIRE G a FENCE �' Dc n E _ V� °rD `M - + P: • c 2. :Y 3 N •\ n LL �•i f E E `' i? / F 9 s r s a - 1 �. / r. - I i \ VO . PG. '•q" . ROP' ..•,:'-:'::=:;:::: 'P OS d:4 E +w `' N .:1 D =_ 9 ,1- ac1 d� . a=. ( S n - G corvc E :FL f UME' - RTE' �r�':: „<: - - , :': :�• ,:•'. .9 .t :: >: .x �- - y 9 1 / ! ` Y' • L 5 X . r -'Y'. '::ice.: �• 1 3 Ro . fLE �. ri \ Z'i , 4 •,,�, 6 f >it: ':�f'•+ .._.� :'«'-...w;... . t� � -_.v'-:i�; �-•. :fir• \ �/ S \ 'r -• S 7 ::Y ' -STRUCTURE R CTUR t cc + . :r. 8 4' k; • „r. M X `h:, .' yy r4.. . ^. �� Y" .�?'j 5: ��f �f�5 t yi+. X t vYNl ! •'..1r i' i E. :, ,l .. 1 rs:': i r, - ?> �y �`. �'Y' r.. .• .�": VOL. P G. I X . . DESIGN ;.POINTS .- PT - NORTHING " - EASTING" -•• , PT' :- NORTHING , EASTING O10188560.20 3581117.58 - --. O 10187935.07 3581080.36 O10187928.59 3581652.99. O2 ..10188141,72 • 3581329.58 OC 10187765.78 3581 6.28 15 O 1 : 10 88004.27 3581437.67 DO. 10187974.52 _. 3580398.78 11 .O ' 10187938.32 3581209.01 EX. BARBED ,�' �: :� ,y -I,<,..', :,7, ,;"..*.I- .- :_:,,:...-:. � - . --:-.. _'.. I . . . - - . . . ..:... � ­�". *_. _...1--E�,.- .- __.. :... I . - - ... , ­,­ 1. ,1 rp......,.< W{RE FENCE '� \` ` _ :� _. ':: _ =:.>. -.-�� : 84 X "Z: r..v ?C?E :. �i : �:� > :...: "W 30 �` 5' GROUTED r<:>s�:.•.'1. 78°2116 PROP. 728 LF 6' . - X ROCK RIP RAP CHAIN LINK FENCE - � - • • �.. END CURB S ' COVNJ� I . . C . . . . - .-► . . 191 LOT 23 LOT 24 j LOT 25 . Ez I _< . - m REVISED . • m SOUTH OAKS 9 VOL. 319, PG. 821 r*} � I .f . PLATTED MESH FENCE gR PZO I' (._ . I- LOT 26 • " ' • 9- 0 m C C, R . mI ' Im r*} z ..., J . . � ���t �`.�.1.1 . . . . . . :.. .• I� e,'' LOT27 , o ....:.....t.... e STEVEN R. . . • '0 .............. r,�yO f : 11,4 - m, . ®OX [j�,LL Z�®N m �� LL Q M .XM ..OWW 19 Z♦q%i >02 ZOJt�� Q1 to ® " to Q'��ZW. W -J= WW��� - Z(YNLn m� _ ,�I 't (D s L9CD t0 )< Zo-mty . LtJ�o� - a Tooss Z T_ U . O W 0 i -so X. C/) W � W _ Ci} Q i- 0 - WNW C� 0< 1j�O N F- N 00 V �,_j� V V- O SON ce I- � � 9 O - m JV DRAWN: SRH DATE: 09/12/12 HE #: 12-147 SHEET NO. : I C2 - 0412-0115 :I (0:30 PO PAVEMENT LEGEND. - . - DUMPSTER PAD PAVEMENT -- - • >" • PROPOSED 8" 4,000 PSI CONC: @ 28 DAYS WITH -. #3 BARS @ 18" O.C.E.W.. - - • • - HEAVY DUTY PAVEMENT (FIRE LANE) . . �' PROPOSED 8" 3,600 PSI CONC. @ 28 DAYS WITH ' #3 BARS @ 18"- O.C.E.W. • LIGHT DUTY PAVEMENT (PARKING) ' - • - ,- Y PROPOSED 6 3,600 PSI CONC. @ 28 DAYS WITH #3 BARS @ 18". O.C,E.W. . - . _ . . % SIDEWALK PAVEMENT ' .1.' PROPOSED 4" 3,500 PSI CON C.. @ 28 DAYS WITH - #3 BARS @ 18" O.C.E.W. • PAVEMENT NOTES: - - - - . ' ' . - i 1. _ ALL~PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6" AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE.; . 2. - THE CONTRACTOR SHALL DOWEL & EPDXY #4 X 24" SMOOTH BARS @ 24" CENTERS ALONG ALL PROPOSED TO EXISTING CONCRETE . EDGES W/ 3/4" EXPANSION JOINT & SELF LEVELING JOINT SEALING . COMPOUND.- .. , 1.3. THE CONTRACTOR SHALL PROVIDE A Y2" EXPANSION -JOINT W/ SELF LEVELING JOINT SEALING COMPOUND BETWEEN THE PROPOSED ' CONCRETE PAVEMENT AND THE PROPOSED BUILDING.' - . . NOTES: 1. THE PROPOSED PROJECT SITE IS NOT WITHIN A 100 YEAR FLOODPLAIN OR FLOODWAY PER FEMA/FIRM MAP NUMBER 48041CO325E. 2. THE PROPOSED BUILDING WILL HAVE A FIRE SPRINKLER SYSTEM. 3. ALL SIGNS SHALL BE PERMITTED SEPARATELY. 4_ • ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH CITY OF COLLEGE STATION DEVELOPMENT STANDARDS. 5. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. • 6. ; 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, RIGHTS -OF -WAYS AND ADJACENT PROPERTY DISTURBED DURING_ CONSTRUCTION. 7. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM SUPPLY THE EQUIVALENT PROTECTION AS .THE AMPRO USA, LL562 LOCKING LID. ALTERNATE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 8. THE OSSF MUST BE PERMITTED SEPARATELY THROUGH THE BRAZOS COUNTY HEALTH DEPARTMENT.. . . .. .. - -• • - - . . - . . - . -• -• . - .. .. .. , . - , ._ ..- .. - - . .. -- - -- -.. � �- I � , . . . . �. - .. I I ­. . ... .. . � �. . . '. I � I . • .. Sy0 - ..­ - I .1. 1\ : _,��_ . . . I . .. . q . . . - - . CREEK . . 1 . . i .-, . . . . :Q;_ :Q . =' . . i.. Q �- . �\ ,., - .. G�` . \ / 94 . . . \ �O O+� 0 50 100 ' Q' 6 . • O . - 9 _ . \-�- �'G F _ , . _ -- . �- . . P . 9 • _ \i _ _ . \� • . ' �` PROJECT A. • • • - . _ ��� ��. •, " LOCATION . \ .9 p - _ r- . EX. FH \ > - \ - . :,F ' • • - r- - -*. . . z • -,P': EX. 20' U.E.....1....7:;6... . . . C,7 I. . VOL. 7685, PG. 132 \ ' _ 9� :: O . \ z 0 AKS \�,•. \ .; .�:,� SOUTH = ' . - \ . _. , . . \ . �� \ C \� ..1:1 - Ne .- MIST , . _ ; �. - - - ,r -10 00 - . -SITE INFORMATION LEGEND - ' . . < - . /.RF. IRON ROD FOUND I.R.S. IRON ROD SET 'X" CUT X IN CONCRETE FC_P. FENCE CORNER POST d� ASPHALT ' OVERALL LAND AREA = 11.562 AC {503,640 S.F.) f ``Y :;:;.;: VicZnrty Map 1 - �- .... (D N Cyt Ln< m N LL z®N ,Nm �WQp► wQW6 Z®fig >= %Q JEN0 `�-(D , ®Q<E0W= ��3zW- WNLLI J° _� W W N Z[rNin m� Id'm �Na 0i� W 0 V X _ :1Zo-.N . WFam IL y..;; - io . . LAND AREA PHASE 1 = 5.216 AC (227,223 S.F.) -' =': - . • ' . \ _ - PROPOSED BUILDING AREA = 13,277 S.F. \ c . I . 7 PROPOSED DECELERATION DEVELOPERI' . PROP. - i:•' T- 6 \ PROPOSED, BUILDING HEIGHT = 26 -0 - �'. \ R•«;.,. LANE. SEE SHEET C2.2 . R V }S'ta tion 1, f - \ FH \� '.; FOR PAVING AND GRADING U O 9� \ \ s INFORMATION. 2815 N. Earl ..Rudder Freeway . r- _ _ /VQ�",, \ - PARKING REQUIRED (MOTOR VEHICLE SALES/SERVICE): PROP, 912 LF 5' 7 �-�,,,.; . - - -• , A.J \ - \ - - STRAND BARBED -' - - - Bryan, Texas 77803 . W (� \ -Q �' \ . WIRE FENCE \ �>. PROP. 18" RCP. SEE COntaCt: ChrIS Falcone I" � �" . \ 1 SPACE PER 200 S.F. = 66 SPACES . � � r .kir:. =' '••::•SHEET C2.2 FOR II _ ' �' ': _:;:: ;:::.MORE INFORMATION Phone: 9'79- 7'i8-8000 Q z �•-- CiT TELEPHONE MANHOLE �� \ \ - A � \ \ PARKING PROVIDED: 33 SPACES (DIRECTED BY OWNER) \ U E.-/ _ "> - • _ O POWER POLE ; �o \ \._�.. :::°::::`'___ W N W VOL..VdL. - 7685, PG. 132 • , <- ..: _ .,:. , :....:: • �� c� \ - \ HANDICAP PARKING REQUIRED: 2 SPACES ,�_ '' i'� �s.,- LIGHT POLE �PFF�' \ \ . t =-`c y`F' �- \ �_ • 3: EER +- \ IN .. ENG ....:...:.... �� \ HANDICAP PARKING PROVIDED: 2 -SPACES ,.fit; - \ - , a.: ti' _ H er E nee Inc Da ~WATER VALVE . \ <' Q?_ �y Q I� :.K 1. . �.. -. • ren P.O.B 7 94 e n i J 2 ^ Y Engineering, \ _ Y- :... PROP. GATE W .. _ _, /' :_,, s; 4 _ . - - _ ---.,. - . __ . U __ - _L.J_ _ SSMN _ - ..., - - _. ~ ?. .. -T �S Le'w�sv2lle ;Texas :..,75029 C\I .. 1:)-`'.�i:3{,'•: 2,51 \ .......... ... f � O O SANITARY SEWER MANHOLE -- - - \ KNOX SWITCH ... �-�,,,,, ;_,�,._; 63osF . . • • . - - \ - - ~ _:_ �'; .' y �A, Contact: Steven R. Home er, PE J - \ PROP. 5 ^ :.. -^ ,... _: R y Q L6 U W ,: r ,..:: . � FIRE HYDRANT \ - SIDEWALK /',= -�,. r' � ��: _ [- \ 3.., �- s;;� ` _'c \� Phone: 972 906 9985 \ PROPOSED 46' MUTUAL fti t ti.r ,:, . \ e. TN r_ .:::;:: ;;: O wM WATER METER . \ \� 2 ty ` :Pio % . ACCESS EASEMENT . \ ° ;:TX,x RAMP:: ".::::i: ,Ar' ,m , ; \ ��� i :�,_sy .. c ' DETE 1•t k1` i'.':.?.::;.;;_ 11, i �- . \ \ PROPOSED 40' MUTUAL .% `:, ;- ,::WARN)N , :4.;,:: _ \ O - m \ \ ACCESS EASEMENT �� �4: x1. ,;,{' c�c• ;i,, TR - J U . . / 3.. 9<:` ROP.'t -, • \ zy- .. s- ti. \ GJ :L' Az. \ w: _ W3�-O - P a�R_ f - \ is .K ••:....•��" .i ': t`Y-•+•' - ='. a z r : � 20 U.E. y .' � <x: _ .S- F - _ t> VOL. PG. -�, _ O - ,} <= } •.Y`ir�A J' "1h` . F'RC)� R r �. S \ PROP. 4 LF a 2 3 6' - :t;' 1, .:. «� �. `t ::. '`'. \Ir� \ CHAIN LINK FENC -11 .11 ,:: - ,/ E - : 7=. \y,y . � . . t Ex I . �f^ �g� ..- .. _,_ t -R+ r k^ x 9' •• it '. _ :�:^, ...,•- :;, PROP. 8 ; .� :F` - .. 1 ' }}�� / - \ '' •::L- _.>�:v;��,^ ;fes• L. / „- : t -. SIDEWALK -:%2A _ t �;iYt?''s;J :� . � . / . . A, -- .�•. .�, s s wa..:'._.;�`�`�.,;;. PROP. fi' `�/�'���:P. '=.DF1K- o x •;:. �J \ �<i s na Y.. J. . T PROP. AT W ''.c'. I^ / �-•' --:i...d,�`°• ,,�:. SIDEWALK - �L PROP. 415••LF 6' . 1 Y. 4 . \ KNOX SWITCH r.- =' , -USS :�:�: Y'r % ..•y 5 , ' DECORATIVE ETAL >r::• r e' t \ 2fr:r PROP. ADA ,M / s .-_ FENCE \ «z w�: w { i.: r ` r A _� SIGN 2 E � { .x S \ F \ fir'^ � �: > 9 - - S a-ai `" �/": •`ice•.. O x. t> •[ � <::Jt:. orf `:. .. - - f x ^y�.. p... r'1. y,,,we::ata...- _Q.,:�,,. ".off � S \. (.' . � FH m.�.. \_ _ c P P. 1 RO Y t I �: t} :s - S :+x,.:= P OPOSED •. PR s J. • 3 R :R:'=r. �y( 4 :1.: _;/ �F 4 : �/ I _ q =. UILDING u - a,�r r7 B j� ��: R T= - e _ / r'::- A F. ',. -.i' - ti` rf. g�� lll"""' }, - y :vri <v -a I _ r^ 1 :y- S •�t T �` - pq' a "di- - tl \ F i t • / � I �. r } vi Y tel/ �$rt- > :•�� ^�- V - -r �p: -RO _ _ :_• s_: 'di..:^' .tom / ���, t - \ c n S LF:2 Ns S OS' �?E s:.t•> < - 1Lx-yr \ z I >: . ���} ::UF- ,: \ �.. , �� ,„r _ l:Z �?Y7: T -� _ AN1f S__+ \ �. $ {;,. ;: - �.r , . G / S z P ;�. E PRO /`: S y :, S _ f%• _ .s 7 t% K�. .T: A � •�vi P• OSED DE LK ft~ . •: c,:. r� ROP. - ,.tri•=` � �:�-: P P. �• ,"�. -'f ] -r, .:'�`�,.�';::. tit:: n : ,! ;.- 3.� . \ -r -h - F -'i:� I •T R A: FOR' <:r•...,, ;-4•:;,;:' ;/:�==;:::.; '::::r; ��:.a�::�:�: �::;:�';s: DE NTINAE /: E 0 .F. > bt F H �. _.<:: . 1 T: 37 K� x. . ;t P : t�>: E ROPOSED <r. - � •'s= . �:-. r •,1;:.5;:•x:;=�::::;;::;: ���:::; t 1-1: -E ACT .�':::r=>:Y 5 ACR 6 .., •ter "Y 4 %,,* 4 .r \ / Y^ C P ,rr' �^-s�.� - �T ANO Y _ s 5 Y R•�' 4 �... N..,.. f,:-:. Z ju �_. S. F f_, 0 2 750 ::: `= „r' r..} . .. :5 z ,. O r1, : 2+ ,� r r� f M C 6. % 0 p91- t7•: eS• _ _�. _ O PRO 4S •4'' .�� �" T P E D r Y iy ~C�' is, x-. . O CURB �a.. =::: END 9 / sa •� . t x - •CONCRETE' FLU.M �`r�:;-'���:�� E' t ,. EX. O ARBED P y'� :" t. F R _ E z •.. .. �a` WIRE :;�,._• L FENCE :fir I G `L ` P: r =iris:rr < `.D ° M 2 '•J _ S >' G t1 E . ,_-- s_° 1- s N S 'R - 1 ^:.�-:- • ,:>r .mss U.Ei <''. =x. :. _� E T f ,. ,,' rL. �%'t Y!jai•;..:;;:r::'•:..,;tw•r•'�:�:. y_,•_,••�:•: :: ;;. •;;:�•"- ?:.:::: �, g. - OP' 4 F<' 'PR OS D• 1 I � �:w •• V L. PG. -f. -k:=- 0 a�1�0 .P� R.>' 2- �< .; ;!:• :z 2 [77______/�_;,� � 7 ,L - r �J� =:_ 3 9 :: :e.,, :� 9 F" \` ' t- R - 9 - •:,,� fit^ . X • ::4 .- :�:�:. _ 6 3 ='; l 4' C v -., a'' �'y _{'.! �/ C T id ..t S RUCTUR cµ Y. 't -- E OM1.,, ..fi. .�' -M• . - D �;I:: �\ `: �-, S<r'� • '•. T I - X 7 :y; �:.. , _. 1.. . �.-..- X� -9 - O CSI:: t. w Y r- P . y v �r, fir:' <'--fit`. % .,,..., ?� ..J. 7 x .x+ a i /\ n ) Tt >ir::.vFr - ``\ sT! ;,r> c VOL I _ :S. z.::.:..,: , - N.- t• „- :`;.• ,:r:.. ` - < • :•n�Vi' �.••<•,• CVs:. <.. .[ a4.; - I `� 'r �... L• . • H:'r• F v4 . �.�... ��•� •�q . . DESIGN :-POINTS .- PT - NORTHING ' - EASTING- -- • PT' :- NORTHING , EASTING OA 10188560.20 3581117.58 - -'_ O 1 10187935.07 3581080.36 OB 10187928.59 3581652.99 2O 10188141.72. 3581329.58 OC 10187765.78 3581156.28 '' O ' .• 10188004.27 . . ' 3581437.67 O10187974.52 3580398.78 O ' 10187938.32 3581209.01 i.k.[: 't'til'. , ' ,,r+t•••:, .-q - EX_ BARBED. � . �, . \ - ;4' iq :,4. '`::-•":,;•e WIRE FENCE -:. :'1;, .;: s:::�;:'-�•:.- 0%_ 4 j :.�;.-.:.,... ;0}E::::._. 304 a `` 5' GROUTED ::� :-.S,yr;;.. S .�$°21 1 PROP. 728 LF 6' . • . I . X ROCK RIP RAP CHAIN LINK FENCE • . . END CURB E . S CQUN�`i . . . - J . I ' ' . . . C N ? I . � . I � - � , I- - LOT 23 I , . LOT 24 • • , m I LOT 25 -, I I • m REVISED . I j SOUTH OAKS 9 I VOL. 319, PG. 821 . m • - � I PLATTED MESH ff_ GE BR AZO . i. l' -' . . i . LOT 26 P_ EJ rq l I N I m z I, -,��OF ,�i►, ...... •��:'! LOT27 . - . o. � :.......... f STEVEN R. II . . i�,��F� C#t4 DRAWN: SRH DATE: 09/12/12 HEY *: 1.2-147 SHEET i N®e C2 • S?7_brs-60oo.( �I?U(ls t0' 3G �� PAVEMENT LEGEND • DUMPSTER PAD PAVEMENT -- ' - � . 3; .PROPOSED 8 4,000 PSI CONC. @ 28 DAYS WITH #3 BARS @ 18" O.C.E.W..- ' - - - - HEAVY DUTY PAVEMENT (FIRE LANE) - ,r.�c3' = PROPOSED 8" 3,600 PSI CONC. @ 28 DAYS WITH . #3 BARS @ 18"- O.C.E.W. : . LIGHT DUTY PAVEMENT (PARKING) -- - - ' PROPOSED 6" 3,600 PSI CONC. @ 28 DAYS WITH • _#3 BARS @ 18". O.0-E.W. ���;.-{ SIDEWALK PAVEMENT ' _ .:•' %:1 PROPOSED 4" 3,500 PSI CONC. @ 28 DAY'S WITH - #3 BARS @ 18" O.C.E.W. ' PAVEMENT NOTES: -I I- . ; 1. ALL PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A MINIMUM _ DEPTH OF 6" AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE.: - . 2.. THE CONTRACTOR SHALL DOWEL &EPDXY #4 X 24" SMOOTH BARS - @ 24" CENTERS ALONG ALL PROPOSED TO EXISTING CONCRETE EDGES W/ 3/4" EXPANSION JOINT & SELF LEVELING JOINT SEALING . COMPOUND.- . 3. THE CONTRACTOR SHALL PROVIDE A Y2" EXPANSION ' JOINT W/ SELF LEVELING JOINT SEALING COMPOUND BETWEEN THE PROPOSED . CONCRETE PAVEMENT AND THE PROPOSED BUILDING.- - . . , NOTES: 1. THE PROPOSED PROJECT SITE IS NOT WITHIN A 100 YEAR FLOODPLAIN OR FLOODWAY PER FEMA/FIRM MAP NUMBER 48041CO325E. 2_ THE PROPOSED BUILDING WILL HAVE A FIRE SPRINKLER SYSTEM. 3. ALL SIGNS SHALL BE PERMITTED SEPARATELY. 4.' ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH CITY OF COLLEGE STATION DEVELOPMENT STANDARDS. 5. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. 6. ; 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, RIGHTS -OF -WAYS AND ADJACENT PROPERTY DISTURBED DURING_. CONSTRUCTION. 7. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM - SUPPLY THE EQUIVALENT PROTECTION AS .THE AMPRO USA, LL562 LOCKING LID. ALTERNATE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. - 8 THE OSSF MUST BE PERMITTED SEPARATELY _ 4 0�00�,6- - _ - F,� , THROUGH THE BRAZOS COUNTY HEALTH - DEPARTMENT. . • - ; - j . LEGEND ' ' - .II IRF IRON ROD FOUND - - . IRs IRON ROD SET . _ CREEK 'XIJ CUT X IN CONCRETE G FC_/? FENCE CORNER POST . 10187935.07 /// ASPHALT . .: • P\S` _ 3581652.99 . �6 \ • g2I \ \ , . ,i� \ . . \- (D , TELEPHONE MANHOLE ' " , . _ • . 5j . \\ : ' \ \ . POWER POLE \ \ -- \ - O �,`� LIGHT POLE ��• �F \ \ . . . ��� \ \ \ `WATER VALVE _ _ " _ \ ' \ \ . . . . :?: . •. " ��1 . • .- , .:e _ . -.. . . - . . ,�....! - - . .... . q Q ``\ �OIA0 ! ;P ' \ TOS <L� 0 . ' 50 100 - /G� F� . A • • . 0��� + . \ y . ' . . � - • EX. FH \ \ FQ` , J \ , EX. 20' U_E. :: It ­ .':'�' VOL. 7685, PG. 132 \ !y : _• . i; \ �� . \ �� . ' . \ �� . � �� \\� �:. �A ')ITE INFORMATION . T OVERALL LAND AREA = 11.562 AC (503,640 S.F.) - LAND AREA PHASE 1 = 5.216 AC (227,223 S.F.) PROPOSED BUILDING AREA = 13,277 S.F. PROPOSED, BUILDING HEIGHT = 26'-0" PARKING REQUIRED (MOTOR VEHICLE SALES/SERVICE): 1 SPACE PER 200 S.F. = 66 SPACES PARKING PROVIDED: 33 SPACES (DIRECTED BY OWNER) HANDICAP PARKING REQUIRED: 2 SPACES - HANDICAP PARKING PROVIDED: 2 SPACES . . . . __...... , . , I , . , . * . :* - , ­.. .11� �. I .. . . � :..-.. - - 1111P0 11� I \ .,�. "..., , ......,.:_.,.%__,-'1 . \ . \..:, ..., a'-.-.%a-.%%*..*j- • . _ 4.w- .-. �� Vicinity Map 1 `1000' + £Fr;: • - %'=: .'. 4 r . \ u:'':.:::.:..... . 1..>-:.........=:... f* >- . \ r�^�: PROP. �y �aY I .- PROPOSED DECELERATION DEVELOPER _ FH \ ' R11 �<:- ... : : ":. LANE. SEE SHEET C2.2 R V Station 'x ` . ' :. FOR PAVING AND GRADING \ s r: r.:: _' 2815 N.- -Earl ..Rudder Freeway . PROP. 912 LF 5' ; <3 _; •.': , INFORMATION. STRAND BARBED "-,=� ;�-'� Bryan, .: Texas '7 803 - WIRE FENCE \ /Z ��, ` - ° '' PROP. 18" RCP. SEE Contact: Chris Fa cone - /- A:_ .._` ::'_:::, SHEET c2.z FOR Phone: 9'79- 778 8000 \ ' ,q MORE INFORMATION EX. 20' U.E. . ,~ � . . . 3' VOL..OL7685, PG. 132 " 'L >'x.`n' = ' �y ,,q. - ENGINEER I r.Y;� s Homeyer 'Engineering, Inc. ,. =' °'`` \ .P.O. Box 294527 :-• :.. P O ::::_, SSMH PROP. GATE W �t.r..... ' .� _ :. ; ... . . SANITARY SEWER MANHOLE v:, -R. , , .:"..._._. - . . \ KNOX SWITC :....- \ y . \ . PROP. 5' ,:....,•<>r a�.: ;,''z:: Contact: Ste ---:,.. r, ` o E FIRE HYDRANT :-' ;<_ ,,.,- • \ ,:s�; Lewisville' wls v1. e , exas . \ Xr,,.. - n act• ven R Homeye P \ SIDEWALK /' H =::_'._..;' �k..,. z ���. \� Phone: 972-906-1:9985 �. $� . WM . . \ - PROPOSED 46' MUTUAL • /' , i11�3*�'.,rN r, ::1�RO u�:Ft�..•;..; , WATER METER \ _ , 21. ® ACCESS EASEMENT' 3= \ . \ :m �' `'- RV,os�x RAMP':::": ...1 S.•` . s r- - . tisk d 1• :. F Z Y \ .3t•:'� - \' ;:•_�' a Fay.,. 2• ::�,• .� _ � /PROPOSED 40' MUTUAL w.� ti .::. � _:„ .WARNJN " =�i: \ ACCES M z ,.K STRIP ° <\:::.: if5f'z'-'* ?::• . . / _ \S EASE ENT �� e ?. ., .,; « ,t .IV :�-:W3=-0 . .>(,//'� . i•� P }(�i'hin?' '•V11.' N,- `Z` z' •I Q =:i,: p3jyy . M;;= `R,�,.,-a6 _v:. �. f7AMP y: z:=:: /Z 1 \ ,'. t: y. : r '�.=--/`:'= 3635E _ _ \ 20 U.E.=-:,,. ;4'..i`r�'' _; 6 .�i .r -�' -• . ..,,,. r \ rrR- �S-••t<X'.�(S•.it'Lh::u ...,.4� ,:<v __ -•; r• VOL. PG. \ t`^ s .i: a .✓ d \ .4.'..: �'" O .� . / s. 7': S PRO � 7 y-.." _ ' S \ PROR. 243 LF 6' 3' :P,�_.::• :•: .::..Dc: \ ' `L: I `P mEw :r' -' \ CHAIN LIN F �\ -- �A K ENCE='r: - r: \ 1 r�\y r' Y� b }., /� 1 S / \ '--a.. <'4: _ Rte" 'Path. ,/,+: f5 /�� ����. - PROP. 8' a :cam '.1? : .�'' L-' nor. "L,.•r=~•T:•-„r,'r`..+. ,c. ,. ."- \ . \\a - R:i''` .1v 2s �s - :.sr!. r Y:t ..; e�.. ,ars..:: ':f:"*.='.;t .` �':::' _ . .... , . \\ i ii;..: : c`>> :;::;, PROP. 6' / 1?' ....... ;.{ .. _ - -- PROP. GATE W T ,.,< - �.. / / / - u'` \ / +ulr a 'fir .:`� :.,� � SIDEWALK K /� _ �....� '����:::;;;:;;::�:: PROP. -415 ••LF 6' . : /•' i . _ \ _ ! s ,:: ;'=`lam :; ' tr .• . "�.. \ KNOX SWITCH �! t -,,,: . .x .. °S - DE OR L / - �; C ATIVE ETA i / '= M z _.: ; r - PROP. ADA \ '� =., f ',.. _, / !^ 32 x _?;: - r FENCE J `. 1� ;; \ f r {, \ p `� R 0 O - ti : ��': SI N A. � R P. 'rr k".- - G S 2 E i x3!: -+ FH n' l . '1F", - - R - s� \ _ ._ ��� _ r^fes. $'<: R O T .S: "-: �� - 4 ' M / /- \ `ice ",., c+ -� �. >f3 J r - r \ >V,'� - _ o= �����:�. `�- FDC t: ZIT' \. `-� :'" x�' y{,� '•PR - s ':;�.;.; ,.,..,; � -� POS - � _ PRO ED P�:�#a}�;� �:"��=-:=�r'"'.'t=•::: "R` . Irl �•".... a:✓: W .>r Y'.F..i.a s' •'ems•. - :Y ':f 4 .•4 Y' ri - IDIE o-: _ s SI ­11, \A - ._r� _�,\x ; �>\ i-=--'-:"` tom. F.l.v0 527 �,t�'.'::::.: :=:s: '� ::::;;:::e::;z;::::;:::.::. ':;-:s \I :,_1 S.F.Cr> =. 'i- t•a - .:gam:.-_ 'd:><: - _ . / \ ,a' {, V 7 ..R . r''::�. `'`� \ h°•''. /- H / ,}«"'• �ROP�-- .� lie. `e '- == .t `•!t•� S \ 'r -r \ - 5+C ,^ Z3 �T H3 Aj W - S C :05 - / 1=`-'. iY' 'Y�-'''_�: _ ='4'' a .'fir! V/ -:4= w ><,?s'' .��u�`,_;`•h-:�:='=i='�'s:-"�.<���''�;::i�'�=:��=:rte''=::-:--:-• s - '�� :<; (} A v5 - =ir r` 2 �z �, \ �4' {. -. - cif+. �' Ati1P - < G FI��. S :: =' S P P RO X S /'::. T Q /. tip' ^%'-[:-.-.:::�''� `�`:::�: q :�: Y_ s-_- , T >a z , :s /• »z -:. :e 1+� PROPOSED: S DEWA \ R, "�r• } �f� '::,:�::,• �'z �. n a -: ;, ,., .:_ 5 P. '"� .,�. �, .,,.• - .::.: � �y";::` ; 'ri; i:;� �: �::::::::r:::' PRO :� .���- ,..._,.;-A- rte_ - -_ r T \ 'pE N• 1 Iv R A: FOR' "is;,�'" `.-• '�,..'-' =,�;-t T A E E O :}< ht� �: - r1:�-. moi. p 1 _ -Uri. •.:. FH rte:::=:: ,!� y� 1.1 3. 5 "ACRE ACT :•q. ,:f :.;, ROP �. .:�=... �,:, ' t s 4 s.t�. :r• r f i dl `Y 1 - P r-. A :_. P :T-, r' �. . :R CANO Y Y- _ 0 - �;�,. -�.;;c:*;;::Tit.-��i::,:•;•;:c�;r:.:;c:'a;:;a=�:i=-:r�:c=•:..: - R••' S Z _ . r.-• 0 \ �'' <:,:: .ti S : -' s. ti, :r: -.':'_ roc. , i �. -'.y \ 2 750 S.F =:<::=°-�s' C .s �. 0 :P h. kti :T . x :•S r9 %� PRO OS ,.. 4.X- - / D 4'' > O Y :r P E y� 4q.. r4 ., _ _ - .R y END CURB: in+ O Fd: +. l,..-.• B r - r' CONCRETE' FL .M r REED U E 9 5 \ - `a �. <• P :~ }O 4 F 1 E Fk-" :G - L ENCE �' r ` `= F w: t�- _ :,;:., -i. R • L' _ -�. A- Vii• 4 - E r N /y ::�. , s f U C i �t C N N �• 8 1. s h Y.+ / / i,ta`, ! :T .ROP" �::-:=--::,.:::.•;:::�": _� M I I VOL. PG. P OS D 4 jT{ ;1:' 'y w �'a A. 2 •.f , t :;., . , r.. CONC E :FL ME' x• - U RTE' +m _�.,• 's�:�s:�:-::a:;;asci��vc�:'- r �- f �.:____ � x t�_ 1 3 N 3 ¢ s- 9 J a \ % ,' �. ••.'llii!i• S' Y.'. X - .RO •�l'J.TLE ':'���� I 3 - ,•� I 4 TT,,,�3> �'Y: ° r S 1a :• ' 7 T::.:-.-.-. .:. . .. - , . . .- � . \ - S RUCTUR !• `� ' tea. -�. r' ..'£�' �-.'. �> 8 C'° ...w i .,� M s fi :z., 3' .. r s, VISM-A''ti-':':: • � - 'F3t, rte. _ - 3' �.. . , y vx -_.. > .._. °- Y ,.;, . • ,r. ,- t Y" 1 Y' 'f y"• '•ice'•:-. S..%" •-.-.M':��.:+ X ,. `\ n v. „, 20' U E. X ti:� ,_ !.'• %_•., . 4 :. , : OL. PG. ., ' - R `� _ , ice:° -r.. _ X- . DESIGN :.POINTS .- PT - - . sy . °q . ." _ - _ CREEK . • . ' • . S G 3581117.58 ' .-. (.\� 10187935.07 3581080.36 BO P\S` _ 3581652.99 . \/\, PROJECT ' LOCATION - CO O -- C7 � - . . > ' - 1110188004.27 z, <. . . ---I .*. ' . o OAKS .. . SOUTH :. ' . . • . ' 10187938.32 . - - . I MIST .111_,--�� A \ 11 • . _ 4.w- .-. �� Vicinity Map 1 `1000' + £Fr;: • - %'=: .'. 4 r . \ u:'':.:::.:..... . 1..>-:.........=:... f* >- . \ r�^�: PROP. �y �aY I .- PROPOSED DECELERATION DEVELOPER _ FH \ ' R11 �<:- ... : : ":. LANE. SEE SHEET C2.2 R V Station 'x ` . ' :. FOR PAVING AND GRADING \ s r: r.:: _' 2815 N.- -Earl ..Rudder Freeway . PROP. 912 LF 5' ; <3 _; •.': , INFORMATION. STRAND BARBED "-,=� ;�-'� Bryan, .: Texas '7 803 - WIRE FENCE \ /Z ��, ` - ° '' PROP. 18" RCP. SEE Contact: Chris Fa cone - /- A:_ .._` ::'_:::, SHEET c2.z FOR Phone: 9'79- 778 8000 \ ' ,q MORE INFORMATION EX. 20' U.E. . ,~ � . . . 3' VOL..OL7685, PG. 132 " 'L >'x.`n' = ' �y ,,q. - ENGINEER I r.Y;� s Homeyer 'Engineering, Inc. ,. =' °'`` \ .P.O. Box 294527 :-• :.. P O ::::_, SSMH PROP. GATE W �t.r..... ' .� _ :. ; ... . . SANITARY SEWER MANHOLE v:, -R. , , .:"..._._. - . . \ KNOX SWITC :....- \ y . \ . PROP. 5' ,:....,•<>r a�.: ;,''z:: Contact: Ste ---:,.. r, ` o E FIRE HYDRANT :-' ;<_ ,,.,- • \ ,:s�; Lewisville' wls v1. e , exas . \ Xr,,.. - n act• ven R Homeye P \ SIDEWALK /' H =::_'._..;' �k..,. z ���. \� Phone: 972-906-1:9985 �. $� . WM . . \ - PROPOSED 46' MUTUAL • /' , i11�3*�'.,rN r, ::1�RO u�:Ft�..•;..; , WATER METER \ _ , 21. ® ACCESS EASEMENT' 3= \ . \ :m �' `'- RV,os�x RAMP':::": ...1 S.•` . s r- - . tisk d 1• :. F Z Y \ .3t•:'� - \' ;:•_�' a Fay.,. 2• ::�,• .� _ � /PROPOSED 40' MUTUAL w.� ti .::. � _:„ .WARNJN " =�i: \ ACCES M z ,.K STRIP ° <\:::.: if5f'z'-'* ?::• . . / _ \S EASE ENT �� e ?. ., .,; « ,t .IV :�-:W3=-0 . .>(,//'� . i•� P }(�i'hin?' '•V11.' N,- `Z` z' •I Q =:i,: p3jyy . M;;= `R,�,.,-a6 _v:. �. f7AMP y: z:=:: /Z 1 \ ,'. t: y. : r '�.=--/`:'= 3635E _ _ \ 20 U.E.=-:,,. ;4'..i`r�'' _; 6 .�i .r -�' -• . ..,,,. r \ rrR- �S-••t<X'.�(S•.it'Lh::u ...,.4� ,:<v __ -•; r• VOL. PG. \ t`^ s .i: a .✓ d \ .4.'..: �'" O .� . / s. 7': S PRO � 7 y-.." _ ' S \ PROR. 243 LF 6' 3' :P,�_.::• :•: .::..Dc: \ ' `L: I `P mEw :r' -' \ CHAIN LIN F �\ -- �A K ENCE='r: - r: \ 1 r�\y r' Y� b }., /� 1 S / \ '--a.. <'4: _ Rte" 'Path. ,/,+: f5 /�� ����. - PROP. 8' a :cam '.1? : .�'' L-' nor. "L,.•r=~•T:•-„r,'r`..+. ,c. ,. ."- \ . \\a - R:i''` .1v 2s �s - :.sr!. r Y:t ..; e�.. ,ars..:: ':f:"*.='.;t .` �':::' _ . .... , . \\ i ii;..: : c`>> :;::;, PROP. 6' / 1?' ....... ;.{ .. _ - -- PROP. GATE W T ,.,< - �.. / / / - u'` \ / +ulr a 'fir .:`� :.,� � SIDEWALK K /� _ �....� '����:::;;;:;;::�:: PROP. -415 ••LF 6' . : /•' i . _ \ _ ! s ,:: ;'=`lam :; ' tr .• . "�.. \ KNOX SWITCH �! t -,,,: . .x .. °S - DE OR L / - �; C ATIVE ETA i / '= M z _.: ; r - PROP. ADA \ '� =., f ',.. _, / !^ 32 x _?;: - r FENCE J `. 1� ;; \ f r {, \ p `� R 0 O - ti : ��': SI N A. � R P. 'rr k".- - G S 2 E i x3!: -+ FH n' l . '1F", - - R - s� \ _ ._ ��� _ r^fes. $'<: R O T .S: "-: �� - 4 ' M / /- \ `ice ",., c+ -� �. >f3 J r - r \ >V,'� - _ o= �����:�. `�- FDC t: ZIT' \. `-� :'" x�' y{,� '•PR - s ':;�.;.; ,.,..,; � -� POS - � _ PRO ED P�:�#a}�;� �:"��=-:=�r'"'.'t=•::: "R` . Irl �•".... a:✓: W .>r Y'.F..i.a s' •'ems•. - :Y ':f 4 .•4 Y' ri - IDIE o-: _ s SI ­11, \A - ._r� _�,\x ; �>\ i-=--'-:"` tom. F.l.v0 527 �,t�'.'::::.: :=:s: '� ::::;;:::e::;z;::::;:::.::. ':;-:s \I :,_1 S.F.Cr> =. 'i- t•a - .:gam:.-_ 'd:><: - _ . / \ ,a' {, V 7 ..R . r''::�. `'`� \ h°•''. /- H / ,}«"'• �ROP�-- .� lie. `e '- == .t `•!t•� S \ 'r -r \ - 5+C ,^ Z3 �T H3 Aj W - S C :05 - / 1=`-'. iY' 'Y�-'''_�: _ ='4'' a .'fir! V/ -:4= w ><,?s'' .��u�`,_;`•h-:�:='=i='�'s:-"�.<���''�;::i�'�=:��=:rte''=::-:--:-• s - '�� :<; (} A v5 - =ir r` 2 �z �, \ �4' {. -. - cif+. �' Ati1P - < G FI��. S :: =' S P P RO X S /'::. T Q /. tip' ^%'-[:-.-.:::�''� `�`:::�: q :�: Y_ s-_- , T >a z , :s /• »z -:. :e 1+� PROPOSED: S DEWA \ R, "�r• } �f� '::,:�::,• �'z �. n a -: ;, ,., .:_ 5 P. '"� .,�. �, .,,.• - .::.: � �y";::` ; 'ri; i:;� �: �::::::::r:::' PRO :� .���- ,..._,.;-A- rte_ - -_ r T \ 'pE N• 1 Iv R A: FOR' "is;,�'" `.-• '�,..'-' =,�;-t T A E E O :}< ht� �: - r1:�-. moi. p 1 _ -Uri. •.:. FH rte:::=:: ,!� y� 1.1 3. 5 "ACRE ACT :•q. ,:f :.;, ROP �. .:�=... �,:, ' t s 4 s.t�. :r• r f i dl `Y 1 - P r-. A :_. P :T-, r' �. . :R CANO Y Y- _ 0 - �;�,. -�.;;c:*;;::Tit.-��i::,:•;•;:c�;r:.:;c:'a;:;a=�:i=-:r�:c=•:..: - R••' S Z _ . r.-• 0 \ �'' <:,:: .ti S : -' s. ti, :r: -.':'_ roc. , i �. -'.y \ 2 750 S.F =:<::=°-�s' C .s �. 0 :P h. kti :T . x :•S r9 %� PRO OS ,.. 4.X- - / D 4'' > O Y :r P E y� 4q.. r4 ., _ _ - .R y END CURB: in+ O Fd: +. l,..-.• B r - r' CONCRETE' FL .M r REED U E 9 5 \ - `a �. <• P :~ }O 4 F 1 E Fk-" :G - L ENCE �' r ` `= F w: t�- _ :,;:., -i. R • L' _ -�. A- Vii• 4 - E r N /y ::�. , s f U C i �t C N N �• 8 1. s h Y.+ / / i,ta`, ! :T .ROP" �::-:=--::,.:::.•;:::�": _� M I I VOL. PG. P OS D 4 jT{ ;1:' 'y w �'a A. 2 •.f , t :;., . , r.. CONC E :FL ME' x• - U RTE' +m _�.,• 's�:�s:�:-::a:;;asci��vc�:'- r �- f �.:____ � x t�_ 1 3 N 3 ¢ s- 9 J a \ % ,' �. ••.'llii!i• S' Y.'. X - .RO •�l'J.TLE ':'���� I 3 - ,•� I 4 TT,,,�3> �'Y: ° r S 1a :• ' 7 T::.:-.-.-. .:. . .. - , . . .- � . \ - S RUCTUR !• `� ' tea. -�. r' ..'£�' �-.'. �> 8 C'° ...w i .,� M s fi :z., 3' .. r s, VISM-A''ti-':':: • � - 'F3t, rte. _ - 3' �.. . , y vx -_.. > .._. °- Y ,.;, . • ,r. ,- t Y" 1 Y' 'f y"• '•ice'•:-. S..%" •-.-.M':��.:+ X ,. `\ n v. „, 20' U E. X ti:� ,_ !.'• %_•., . 4 :. , : OL. PG. ., ' - R `� _ , ice:° -r.. _ X- . DESIGN :.POINTS .- PT - NORTHING ' - EASTING" -�- . PT • :- NORTHING , EASTING O10188560.20 3581117.58 ' .-. O 10187935.07 3581080.36 BO 10187928.59 3581652.99 . O2 .10188141.72 - 3581329.58 CO 10187765.78 3581156.28 (D 1110188004.27 . 3581437.67 (D. . 10187974.52 _- 3580398.78 �4 ' 10187938.32 3581209.01 -". _ :, • "'r r -r •• ••' :aha-- ` \ EX. BARBED ,\' �+,` `: • :<:..,_t;>., ]� ' ' �:� : ;. =: :�,-: �' 304 8 4_: f W WIRE FENCE ., �` : - l 3; :-'::.;:,,,, �'i.... W,. 5' GROUTED e " '8'Z1 16 PROP. 728 LF 6' X ROCK RIP RAP �-- :.;:s:s ::-a�` S CHAIN LINK FENCE . END CURB I . CaONJ� . ... _ I ' ' . C , " . _Pt. ..�. of 1 LOT 23 LOT 24 1 LOT 25 E: . - m I I I REVISED m SOUTH OAKS . 9: VOL. 319, PG. 821 � I . , . ' - - PLATTED -00S ESH Faf 0-: BR PZOS ' . I - .I . � . � . � . . . � : . . , ''. - ** *. � . LOT 26 P_ , . . �►�01��� . 4/ J . • 104 �r '! 7c 1 ,�. �• i I''i LOT27 . �....r.................. ...� STEI/ENIR. HOrmil ................... . . -/�'� =, 8884 • �1 �'�' ����-;hNS. iii .. V - - (D 04tri< It LL ®LL<m M ®. ® LW kb r 0 * > 60 0mZw�2 ZJa.v ® ®Lr F- <U1WN O ��Zw- Ea L1 0 S 0®a3 . teNm� Zitto, ®m(Dpti L91D X Z®CV n- . WF®( , d .4t - Z co T_ O.0 W op � . U) W ;< W _ U) 0 (1) a- W N W ' U = W Z , DaVU _O -N -. g000- QI6-jUto W _ m LL O T_ON I 0-m J C) Z 0- W F_ CO DRAWN: SRH DATE: 09/12/12 HEI #: 12-147 SHEET NO.-, C2 . 6,e1z0IIS to •30 ISS 7�_ el J PAVEMENT LEGEND : DUMPSTER PAD PAVEMENT - •' . - PROPOSED 8" 4,000 PSI CONC. @ 28 DAY'S WITH • #3 BARS @ 18. O.C.E.W..- - : - ' HEAVY DUTY PAVEMENT (FIRE LANE) . . �13 PROPOSED 8" 3,600 PSI CONC. @ 28 DAY'S WITH -0 #3 BARS @ 18"- O.C.E.W.1. - . LIGHT DUTY PAVEMENT (PARKING) -- - - ._ PROPOSED 6 3,600 PSI CONC. @ 28 DAYS WITH #3 BARS @ 18"- O.C.E.W. - - - • . ; . . . . .. , SIDEWALK PAVEMENT ' • \'•\ PROPOSED 4" 3,500 PSI CONC. @ 28 DAY'S WITH - #3 BARS @ 18" O.C.E.W. • ' PAVEMENT NOTES: ' I, - . . 1. ALL PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A MINIMUM . DEPTH OF 6" AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE.- - . 2.. THE CONTRACTOR SHALL DOWEL & EPDXY #4 X 24" SMOOTH BARS @ 24" CENTERS ALONG ALL PROPOSED TO EXISTING CONCRETE EDGES W/ 3/4" EXPANSION JOINT & SELF LEVELING JOINT SEALING COMPOUND. • 3. THE CONTRACTOR SHALL PROVIDE A Y2' EXPANSION -JOINT W/ SELF LEVELING JOINT SEALING COMPOUND BETWEEN THE PROPOSED ' CONCRETE PAVEMENT AND THE PROPOSED BUILDING.- -. NOTES: 1. THE PROPOSED PROJECT SITE IS NOT WITHIN A 100 YEAR FLOODPLAIN OR FLOODWAY PER FEMA/FIRM MAP NUMBER 48041CO325E. 2. THE PROPOSED BUILDING WILL HAVE A FIRE SPRINKLER SYSTEM. 3. ALL SIGNS SHALL BE PERMITTED SEPARATELY. 4. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH CITY OF COLLEGE STATION DEVELOPMENT STANDARDS. 5. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. 6. , 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, RIGHTS -OF -WAYS AND ADJACENT PROPERTY DISTURBED DURING_. CONSTRUCTION. 7. ALL FIRE SUPPRESSION LINES SHALL HAVE A' LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM - SUPPLY THE EQUIVALENT PROTECTION AS .THE • AMPRO USA, LL562 LOCKING LID. ALTERNATE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. - 8. THE OSSF MUST BE PERMITTED SEPARATELY THROUGH THE BRAZOS COUNTY HEALTH DEPARTMENT.. . . . \. \- .+N - I II . . .I-. .,- I.".. , .. .. * * .....:-. ..,:. 8 �O.�RG�oo i�F� ...........,--. - . . .... i . .. . - �•. I • .. , .Q� . - .dam.:..... . . 90 . . . - �o, A,A - \ TO O+� . 0 50 100 ' y2 \ SAI �F ..... 9� _ t . .. . A •.. - . �, l . • - . �� ,e \ ( �5� + _ \ / 9 - EX. FH � ...... • ' . ..:. EX. 20' U_E. :.'.-::;o: ':•_. VOL. 7;685, PG. 132 \ !y.;.......l 9G :: = .:: , {Y \ \ :. ..... `� \� ���� \ \ �� . \ \�: -SITE INFORMATION '\ � ,*. 1,rry� - ,.*-:`.%,-...'.'--'. .- : . ypo �� LEGEND ' ' �. - \ ,�•,%1 _ . . OVERALL LAND AREA = 11.562 AC`(503 640 S.F.) - . . ` • .„ ry`.:�-. lr4'::'•' �:,•••. v Vicinity Map -1 =1000 • LR.F IRON ROD FOUND • /-RS. IRON ROD SET 'X" CUT X IN CONCRETE ; FCP FENCE CORNER POST d� ASPHALT . - - ' f--............. - LAND AREA PHASE 1 = 5.21fi AC (227,223 S.F.) t.., : PROPOSED BUILDING AREA = 13,277 S.F. \ \^, ..- .. �ti `::: PROPOSED DECELERATION DEVELOPER - �6 \ PROPOSED• BUILDING HEIGHT = 26'-0" PROP. �y .13�,:,"::`': = '{ \ FH \� R'a:-__;;.._.::.::::.:::. LANE. SEE SHEET C2.2 RV Statloll g`L \ � -:,::: ` :':. FOR PAVING AND GRADING \ . . . . \ S '-.-" ..- •.•:: ?;; ;'.:-• INFORMATION. 2815 N. Earl ..Rudder I'I Freeway s'� PARKING REQUIRED (MOTOR VEHICLE SALES/SERVICE): PiROP. 912 LF 5' Bryan,.: Texas '77803 'k \ _ \ _ - STRAND BARBED , - -• Y �1P \ ' . \ . 1 ' SPACE PER 200 S.F. = 66 SPACES WIRE FENCE \ `'> N' :`"" PROP. 18" RCP. SEE Contact: - Chris F 1cone Q TELEPHONE MANHOLE -. ' . 5 \\ - \_ - . a r:_ - :_.:..._SHEET C2.2 FOR 11 °�:: _'. MORE INFORMATION Phone: 9'79- 778 8000 ' • A ING PROV D 33 SPACES ECTED BY 0 ) - - ..' \ P RK IDE (DTR WNER y:%:, 0 - POWER POLE . \ \ .,, _ EX. 20' U.E. - „y :�Z - z:3• . o . . v 7685, PG. 132 �.,. - ,: '.=::.•:.-.. P�10) - \ \ - . HANDICAP PARKING REQUIRED: 2 SPACES - - - = C' 03 --_, .,- - . * - LIGHT POLE ' . - . ' \ `, < s; r< _ 'c . 3' . . . - . ' +����� \� - \ . t fit, Vit . - \ HANDICAP PARKING PROVIDED: 2 SPACES :„v ¢:.- r EI�TGINEER I - WATER VALVE `I' \} ' . . . \ \ ��r Homeyer 'Engineering, Inc. . _ _.� .a :: _ SSMH . _ - •\ .. } PR :.; J'ti ., _ .:. ..- \ P. 0. Box 2945 7 OP. GATE W/' t = `_ <� ' . ` SANITARY SEWER MANHOLE . . \ . - , 1 -- :•-:,' . . .,...7,. - , ... - - > r.,._ ,. G .F . , KNOX SWITC •-a:r:••y -, _ 11, ,Lewisville', -Texas 502°9 - . . . . . . _ H -= 2, os \ FIRE HYDRANT _ ' • \ eROP. 5' :�`' ': ':}'=� Contact: Steven R. Ho�rneyer, PE <_. \ : - „��) , \ SIDEWALKw . ,. : c» \� Phone: 972 906 9985 PROPOSED 46' MUTUAL b't''' =' ®WM WATER METER : \ \ /� rY)i.:'• iy ::P O "- ,_ \ - . \ \ ACCESS EASEMENT. "�,�� 2 ".r -:SW3- - \ O si' :Jaa::.. . .:�, .nr . k - . %.„;r- s RAMP:< ,1. s D 1 ETE ,off s�; �:�:::r:;;:;r,. / PROPOSED 40' MUTUAL I " '�L: _ \ . \ \ \ .s+ �-t WARN N ' i . ACCESS EASEMENT :} �� �<�'><STRIP't . = -DIS -.1"A '::. _ V =' = .ROP F. �•. =tet"' \ a= 5.,. r. < ' <-: �W3'=- \ 0 ;, I.. 'xs 1 Q -�f'-'�t�-4: '.,• ''i:'•, '' .^y�'�':'H.-_ ..r-�:.11_ .. :,tom, ':Fs -:-.A.".0,_ �. RAMP-. Gj: 20 U.E. .- P.:-_, ::r' ' _ k •:,< s 1 -4 :s 6 VOL PG. -- \ ? �' ::� xu '- :. �_..... 4 . !�.-x, - r.-.�r-='-, ,.cam a--, 7' � _ ':;:: �;::rri - / S \ \ t� ,- ��: :' \ -7 �' . PROP. 4 F Dc: 23L .> 7DEw r;: :`P . p C A N UNK FENCE a, - ` \ v ::; _ •� r:e. 1 - .,-t a -'e - ..'°{. 'til.^.'•• ws', '•SS^'" -:b'� .'A.1�:. i \ :f��` „.t �':.. .i 1 xxt_-. S / r "�, { := :- `f: 1 , x :R - •PROP. '>3 P �. ,. \ I a S DEWALK / / t� -r '-ir.'�ra•- . :F: ' V- ,wv..- ..Jr .. _ _ _ s a _„�':_ � _ PROP. 6' - ��.. �(::::' ...... -. Z -� ._. \ ���► _ t • •.r ,.x• � _ � ,fir,' - ...... . \ f^ s P. GA W �.;: !` \ / 0 TE r,, - -.� _ z SIDEWALK \ - \ �,y�s:; P 1' �,.�' ,,� ''•r1�.•.•1�=:,'_:=:;;::===� = : ROP. 41.5• •LF 6' �. \ KNOX SWITCH 4a ...:1 u:-. _ �. :- / \ .- ' , 1 s C. .9t- ;`.`.., yrs. C✓ :tit :� _ > �': z:- EC Al1VE ETAL - r, �s M '`►. ;= \ "z^- t. �, ROP. ADA - -32 R d �� "'�. _ '-6 .,': FENCE O / 1..,.� X a� SI B GNS 2 A. C / �� ( \ ROP ) t35'.•'9''".,�d S _ "� --'�+r /- FH R �' l S �. .t. � 2- \ � - 5' �� Y' \ l` _: t,_r_ P -✓ +_ ROP. r M% S` e M d< / \` \� s,' �' V3yr 1 s = r :.N: S y3. P." O : .. = \ �:�:> :, � �- FDC R ',.- �� ,l P 0 R ��.. PRO SED �! c . .<.. 3 /.' r s•, ... A `... '/ R l�" - 5 -,� Vii' Y W^ `,`' ,.=- BUILDING / x •�z� y _ �7 <v , �C F: �' �. 7 S / ���.•t��„ 10 52 _F vim. 4 - - �":w �..-�: Vii.: ••:::a�:.'::•;:::�'-:� �': <i�.•: •:::�„• r� - - r 1 : ,. t f' ^ 5 \ I,,,. - � ,N r ��•, v'. / �-• ,-.. ,s -..mac: ,,ai•_ v `� / ''' ROP' k �. w 4 1 J ati1i:'�•.: . t- s A t��• L-- t �.[ J f, S 3 0 - _ �t.M \_::; s: u> d .: ->,.-• . la7'•. Q r: �':s..w ':�' _ _ \ �: G ANAP r E S - ,`�,;.�.-�.. Ys.:.;'1.cc::.;::-":-:::,:�r::!rr:::::c;:c':c_::�ti:;::::��<= `a;:�r==;rs::�:�:r::_:='=•, z .Z.., , -, ­ S - {>.. S _ 1 PROP �.>`-:••'-': ` .. C: �f t•ry+ j Y� - - PR \� .-..:t-:.:.*.1'.%*.,. . ,OP. �/ SI W - DE A \ • RR :a -rte. . . 5:: ✓� (n _ �.ie.� i4 _ P". ;: ,•f DE 1 R A: FO v �:.r . /: NT A E R' ..r Kms: -1 - :r.= `` t: '_:..... 1 < \ a:�..�.F' }c CRE CT :>;,,2 .5 • A A .t. ' TR !r -, / 4 a-• R rx.. F n :-. r OPOSED t� - t � t 1 : s:.t i. "b k.:; 4 yy t �.. C i` Y 2 0,. y z ,-._,� IF 3 0__ :C>' V "nZ% 2 „� \ 750 S.F �•`�'� ;' C ' ' xr:: r..fs.� // :., - 0 K<•. A - 4 kt .St:'. U xX4- cza, N � ��: a ?"-. u�;. -�:.,. r _: v�: :� o .f�Yx� p _ Y PRO S• - E :<=' f t. i .. :;. t Y x� AA-- END CURB s•:� - i - �l X • CONCRETE' F - - a. E LU.M BA _ OI REED ��'"- . - B t ,. '0 ,. a WIRE :G - - FEN �'-' 4 CE F �. -may: :� r,j ::.�rr.�wvt :'L .',:K, ,y f.,.:. R . - - .:i; .:�.:e. V�` t/ °,D 'M r? , c -x P .,�:: . s. S,i' N LL �`'r M �• 20' U E ;•g• U 1 C 2 / F r.. ti•' �' - 8 _ N'. 9 C ' %L :.1r J x,n r`:, s S I o .-, a 1 a • >rs:� VOL. PG. �.�. _�, ROP' .�,::,,;:.;:��;?:`�::�=;,c.,. �J M E y, ;,a r KcA '_' ,2. . ,.. 1 'O , �{� - r r..: , - /� -'T,-S" ::yn .�..• 'jai' r �1. _ \' C / ��/ 2 . t . \ CON E :F -L ME' t! Y, _ RTE' �c'�'. t: � , rNr r!:fi r `4 :�- l . t f %'7 S: s i. :%.. ; , _ 3 Ss� . z. .:. 1 - tc.. - - ,•. ,s 't < r,v. I - . . I::____ ���-�zr• i,' _ X ' °o ter^ ':::`�:' •': { 3 ROP' U. E - 9 0 TL _. 6 /,� ., rt i +' -� n 7 -:L T: •S RUCTUR ��\ E Y. ' n :. �'� . 3« - .. . `� �. r - S �_ . X _ t a f. SP k. �•>: 3' . . L� . fir.. _q, y \ ' CF+: 'Xc m. �` Q'_ s: X s--Ln•..�,- d• `\ <•'~ 1 t :{1f:, ,..r•+- : _�. f'• 2 U. E. x ::r:=: =v= >, �. y' \ i 1 :S' •L;: •::i; :: ,a V OL. :r... �` P G. I - `� _A; z X . DESIGN :POINTS .- . I - NORTHING . , ,, oy " '' , -:: . .'\ ,\ - - . CREEK 'i PT' . . . � .. i - - .S EASTING . I .. • G z <C\,` . O . ..- . 3581080.36 \ 10187928.59 \P - \� . . \�PROJECT • O LO CATI 0 N :. . - 3581329.58 O- . . I- 0 • . . � . . , . , O - I- • z: . • . ' 3581437.67 . . 10187974.52 z . 0 AK 4O SOUTH 3581209.01.11 MIST 1_1� . �� . - �_- - ,1A \ \ I LEGEND ' ' �. - \ ,�•,%1 _ . . OVERALL LAND AREA = 11.562 AC`(503 640 S.F.) - . . ` • .„ ry`.:�-. lr4'::'•' �:,•••. v Vicinity Map -1 =1000 • LR.F IRON ROD FOUND • /-RS. IRON ROD SET 'X" CUT X IN CONCRETE ; FCP FENCE CORNER POST d� ASPHALT . - - ' f--............. - LAND AREA PHASE 1 = 5.21fi AC (227,223 S.F.) t.., : PROPOSED BUILDING AREA = 13,277 S.F. \ \^, ..- .. �ti `::: PROPOSED DECELERATION DEVELOPER - �6 \ PROPOSED• BUILDING HEIGHT = 26'-0" PROP. �y .13�,:,"::`': = '{ \ FH \� R'a:-__;;.._.::.::::.:::. LANE. SEE SHEET C2.2 RV Statloll g`L \ � -:,::: ` :':. FOR PAVING AND GRADING \ . . . . \ S '-.-" ..- •.•:: ?;; ;'.:-• INFORMATION. 2815 N. Earl ..Rudder I'I Freeway s'� PARKING REQUIRED (MOTOR VEHICLE SALES/SERVICE): PiROP. 912 LF 5' Bryan,.: Texas '77803 'k \ _ \ _ - STRAND BARBED , - -• Y �1P \ ' . \ . 1 ' SPACE PER 200 S.F. = 66 SPACES WIRE FENCE \ `'> N' :`"" PROP. 18" RCP. SEE Contact: - Chris F 1cone Q TELEPHONE MANHOLE -. ' . 5 \\ - \_ - . a r:_ - :_.:..._SHEET C2.2 FOR 11 °�:: _'. MORE INFORMATION Phone: 9'79- 778 8000 ' • A ING PROV D 33 SPACES ECTED BY 0 ) - - ..' \ P RK IDE (DTR WNER y:%:, 0 - POWER POLE . \ \ .,, _ EX. 20' U.E. - „y :�Z - z:3• . o . . v 7685, PG. 132 �.,. - ,: '.=::.•:.-.. P�10) - \ \ - . HANDICAP PARKING REQUIRED: 2 SPACES - - - = C' 03 --_, .,- - . * - LIGHT POLE ' . - . ' \ `, < s; r< _ 'c . 3' . . . - . ' +����� \� - \ . t fit, Vit . - \ HANDICAP PARKING PROVIDED: 2 SPACES :„v ¢:.- r EI�TGINEER I - WATER VALVE `I' \} ' . . . \ \ ��r Homeyer 'Engineering, Inc. . _ _.� .a :: _ SSMH . _ - •\ .. } PR :.; J'ti ., _ .:. ..- \ P. 0. Box 2945 7 OP. GATE W/' t = `_ <� ' . ` SANITARY SEWER MANHOLE . . \ . - , 1 -- :•-:,' . . .,...7,. - , ... - - > r.,._ ,. G .F . , KNOX SWITC •-a:r:••y -, _ 11, ,Lewisville', -Texas 502°9 - . . . . . . _ H -= 2, os \ FIRE HYDRANT _ ' • \ eROP. 5' :�`' ': ':}'=� Contact: Steven R. Ho�rneyer, PE <_. \ : - „��) , \ SIDEWALKw . ,. : c» \� Phone: 972 906 9985 PROPOSED 46' MUTUAL b't''' =' ®WM WATER METER : \ \ /� rY)i.:'• iy ::P O "- ,_ \ - . \ \ ACCESS EASEMENT. "�,�� 2 ".r -:SW3- - \ O si' :Jaa::.. . .:�, .nr . k - . %.„;r- s RAMP:< ,1. s D 1 ETE ,off s�; �:�:::r:;;:;r,. / PROPOSED 40' MUTUAL I " '�L: _ \ . \ \ \ .s+ �-t WARN N ' i . ACCESS EASEMENT :} �� �<�'><STRIP't . = -DIS -.1"A '::. _ V =' = .ROP F. �•. =tet"' \ a= 5.,. r. < ' <-: �W3'=- \ 0 ;, I.. 'xs 1 Q -�f'-'�t�-4: '.,• ''i:'•, '' .^y�'�':'H.-_ ..r-�:.11_ .. :,tom, ':Fs -:-.A.".0,_ �. RAMP-. Gj: 20 U.E. .- P.:-_, ::r' ' _ k •:,< s 1 -4 :s 6 VOL PG. -- \ ? �' ::� xu '- :. �_..... 4 . !�.-x, - r.-.�r-='-, ,.cam a--, 7' � _ ':;:: �;::rri - / S \ \ t� ,- ��: :' \ -7 �' . PROP. 4 F Dc: 23L .> 7DEw r;: :`P . p C A N UNK FENCE a, - ` \ v ::; _ •� r:e. 1 - .,-t a -'e - ..'°{. 'til.^.'•• ws', '•SS^'" -:b'� .'A.1�:. i \ :f��` „.t �':.. .i 1 xxt_-. S / r "�, { := :- `f: 1 , x :R - •PROP. '>3 P �. ,. \ I a S DEWALK / / t� -r '-ir.'�ra•- . :F: ' V- ,wv..- ..Jr .. _ _ _ s a _„�':_ � _ PROP. 6' - ��.. �(::::' ...... -. Z -� ._. \ ���► _ t • •.r ,.x• � _ � ,fir,' - ...... . \ f^ s P. GA W �.;: !` \ / 0 TE r,, - -.� _ z SIDEWALK \ - \ �,y�s:; P 1' �,.�' ,,� ''•r1�.•.•1�=:,'_:=:;;::===� = : ROP. 41.5• •LF 6' �. \ KNOX SWITCH 4a ...:1 u:-. _ �. :- / \ .- ' , 1 s C. .9t- ;`.`.., yrs. C✓ :tit :� _ > �': z:- EC Al1VE ETAL - r, �s M '`►. ;= \ "z^- t. �, ROP. ADA - -32 R d �� "'�. _ '-6 .,': FENCE O / 1..,.� X a� SI B GNS 2 A. C / �� ( \ ROP ) t35'.•'9''".,�d S _ "� --'�+r /- FH R �' l S �. .t. � 2- \ � - 5' �� Y' \ l` _: t,_r_ P -✓ +_ ROP. r M% S` e M d< / \` \� s,' �' V3yr 1 s = r :.N: S y3. P." O : .. = \ �:�:> :, � �- FDC R ',.- �� ,l P 0 R ��.. PRO SED �! c . .<.. 3 /.' r s•, ... A `... '/ R l�" - 5 -,� Vii' Y W^ `,`' ,.=- BUILDING / x •�z� y _ �7 <v , �C F: �' �. 7 S / ���.•t��„ 10 52 _F vim. 4 - - �":w �..-�: Vii.: ••:::a�:.'::•;:::�'-:� �': <i�.•: •:::�„• r� - - r 1 : ,. t f' ^ 5 \ I,,,. - � ,N r ��•, v'. / �-• ,-.. ,s -..mac: ,,ai•_ v `� / ''' ROP' k �. w 4 1 J ati1i:'�•.: . t- s A t��• L-- t �.[ J f, S 3 0 - _ �t.M \_::; s: u> d .: ->,.-• . la7'•. Q r: �':s..w ':�' _ _ \ �: G ANAP r E S - ,`�,;.�.-�.. Ys.:.;'1.cc::.;::-":-:::,:�r::!rr:::::c;:c':c_::�ti:;::::��<= `a;:�r==;rs::�:�:r::_:='=•, z .Z.., , -, ­ S - {>.. S _ 1 PROP �.>`-:••'-': ` .. C: �f t•ry+ j Y� - - PR \� .-..:t-:.:.*.1'.%*.,. . ,OP. �/ SI W - DE A \ • RR :a -rte. . . 5:: ✓� (n _ �.ie.� i4 _ P". ;: ,•f DE 1 R A: FO v �:.r . /: NT A E R' ..r Kms: -1 - :r.= `` t: '_:..... 1 < \ a:�..�.F' }c CRE CT :>;,,2 .5 • A A .t. ' TR !r -, / 4 a-• R rx.. F n :-. r OPOSED t� - t � t 1 : s:.t i. "b k.:; 4 yy t �.. C i` Y 2 0,. y z ,-._,� IF 3 0__ :C>' V "nZ% 2 „� \ 750 S.F �•`�'� ;' C ' ' xr:: r..fs.� // :., - 0 K<•. A - 4 kt .St:'. U xX4- cza, N � ��: a ?"-. u�;. -�:.,. r _: v�: :� o .f�Yx� p _ Y PRO S• - E :<=' f t. i .. :;. t Y x� AA-- END CURB s•:� - i - �l X • CONCRETE' F - - a. E LU.M BA _ OI REED ��'"- . - B t ,. '0 ,. a WIRE :G - - FEN �'-' 4 CE F �. -may: :� r,j ::.�rr.�wvt :'L .',:K, ,y f.,.:. R . - - .:i; .:�.:e. V�` t/ °,D 'M r? , c -x P .,�:: . s. S,i' N LL �`'r M �• 20' U E ;•g• U 1 C 2 / F r.. ti•' �' - 8 _ N'. 9 C ' %L :.1r J x,n r`:, s S I o .-, a 1 a • >rs:� VOL. PG. �.�. _�, ROP' .�,::,,;:.;:��;?:`�::�=;,c.,. �J M E y, ;,a r KcA '_' ,2. . ,.. 1 'O , �{� - r r..: , - /� -'T,-S" ::yn .�..• 'jai' r �1. _ \' C / ��/ 2 . t . \ CON E :F -L ME' t! Y, _ RTE' �c'�'. t: � , rNr r!:fi r `4 :�- l . t f %'7 S: s i. :%.. ; , _ 3 Ss� . z. .:. 1 - tc.. - - ,•. ,s 't < r,v. I - . . I::____ ���-�zr• i,' _ X ' °o ter^ ':::`�:' •': { 3 ROP' U. E - 9 0 TL _. 6 /,� ., rt i +' -� n 7 -:L T: •S RUCTUR ��\ E Y. ' n :. �'� . 3« - .. . `� �. r - S �_ . X _ t a f. SP k. �•>: 3' . . L� . fir.. _q, y \ ' CF+: 'Xc m. �` Q'_ s: X s--Ln•..�,- d• `\ <•'~ 1 t :{1f:, ,..r•+- : _�. f'• 2 U. E. x ::r:=: =v= >, �. y' \ i 1 :S' •L;: •::i; :: ,a V OL. :r... �` P G. I - `� _A; z X . DESIGN :POINTS .- PT - NORTHING - EASTING� -•' , PT' :- NORTHING . EASTING O10188560.20 z 3581117.58 • --- O 10187935.07 3581080.36 \ 10187928.59 3581652.99 . O - -10188141.72 • 3581329.58 O10187765.78 3581156.28 O , , 10188004.27 ' 3581437.67 OD . 10187974.52 ,- 3580398.78 4O ' 10187938.32 3581209.01.11 _. . . . . ••rte::, - ••- ":i': i �::t;;:::.1> #,W-11::,+-,,J,P., :}s!:.�>'.. _ •`.. - \` ••;L°oil •::: ` :'-!*. "•'y:.t a.:.. - _ I _ _ ARE ,�' `� : j !^ = _ E FENCE -,: ::, : �A''s=;'.> ,=' ; ,.�... `5 GROUTED K ''":... ?v Ps<•t+ 78.21'1 PROP. 728 LF 6 • _ ``�X ROCK RIP RAP S CHAIN LINK FENCE I . . • - ' . �' END CURB COO AI . : _ . I • •J _ E _ S x w ESN �ENc� BRAZ. ( '. ��� M ' , . . . . . = acE..... e ee. - , C. . 1. - . " . � . � . . I __ -.1 I .. - .. I - . - , t UI LOT 23 LOT 24 I LOT 25 x LOT . . I I . . . . � . . R I I I . . - > REVISED - • . • m SOUTH OAKS • . - ' I VOL. 319, PG. 821 • - . . - I . z I . , PLATTED . • . . �i � 5 in L I N m I z f LOT 27 1 ,. •................... .. STEVEN''R, HOM ...........!.,..,......� : dd`tcAikl ' Pr EIk (P EA� ,L m ® IL a ID ..❑W43 ZH 0 *mj o 0m Z ® Jit] 0 m -i_ rnr, ®Q�♦:] P�zw . to J0I \WI.,a3:- ��N�3 Ucem [9�_Xin o ZmmN . WF - a 4 Z 1 c/1 T_ V -O :/� W C)�"�' CO WW �W V r^ a- W N W U T- W Z OQ V J _ IN Jo N QoU^ F - YJ IM � 0 Cl)S. O ON F- . r 9 OUm J DRAWN: SRH DATE: 09/12/12 HEI *: 12-147 SHEET NO: - . C2 ' S?z015-0600'0 04!,z011s fib` 3n K PAVEMENT LEGEND. . - DUMPSTER PAD PAVEMENT ' x ; _ t: - PROPOSED 8" 4,000 PSI CONC: @ 28 DAYS WITH -. #3 - BARS @ 18" O.C.E.W..' - � ' HEAVY DUTY PAVEMENT (FIRE LANE) - " -' PROPOSED 8" 3,600 PSI CONC. @ 28 DAYS WITH #3 BARS @ 18"- O.C.E.W. '1. : ' . LIGHT DUTY DUTY PAVEMENT (PARKING)) . - •. rb_exy ' �> . _ PROPOSED 6 3,600 PSI CONC. @ 28 DAYS WITH #3 BARS @ 18". O.C.E.W. -. . . ; - . �-����� _ SIDEWALK PAVEMENT : L- :.:•' . i , PROPOSED 4" 3,500 PSI CONC. @ 28 DAYS WITH . #3 BARS @ 18" O.C.E.W. . . _ PAVEMENT NOTES: - , - - j . . - . 1.ALL PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A MINIMUM , . DEPTH OF 6" AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE.; - . 2.. THE CONTRACTOR SHALL DOWEL & EPDXY #4 X 24" SMOOTH BARS @ 24" CENTERS ALONG ALL PROPOSED TO EXISTING CONCRETE • EDGES W/ 3/4" EXPANSION JOINT & SELF LEVELING JOINT SEALING . COMPOUND.- . 3. THE CONTRACTOR SHALL PROVIDE A Y2" EXPANSION " JOINT W/ SELF LEVELING JOINT SEALING COMPOUND BETWEEN THE PROPOSED ' CONCRETE PAVEMENTAND THE PROPOSED BUILDING.- • . NOTES: 1. THE PROPOSED PROJECT SITE IS NOT WITHIN A 100 YEAR FLOODPLAIN OR FLOODWAY PER FEMA/FIRM MAP NUMBER 48041CO325E. 2. THE PROPOSED BUILDING WILL HAVE A FIRE SPRINKLER SYSTEM. 3. ALL SIGNS SHALL BE PERMITTED SEPARATELY. 4.' ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH CITY OF COLLEGE STATION DEVELOPMENT STANDARDS. 5. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. 6. ; 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, RIGHTS -OF -WAYS AND ADJACENT PROPERTY DISTURBED DURING_. CONSTRUCTION. . 7. * ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM SUPPLY THE EQUIVALENT PROTECTION AS .THE AMPRO USA, LL562 LOCKING LID. ALTERNATE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 8. THE OSSF MUST BE PERMITTED SEPARATELY . THROUGH THE BRAZOS COUNTY HEALTH DEPARTMENT.. ' 0.01 . . �F?. , .=�„ _ _ -_., Q� - ;. . .. ' .� ..N . . .:. - . . . . ._.:,..._ ---�, I . �:..... I \ TQ ok . 0 50 100 ' : '� �F - • Fly �- - . 9� .. . A • ' - • . EX. FH \ \ %'' _ J \ � :; EX. 20' U.E. :.. >o' VOL. 7685, PG. 132 \ 9�'-. : . - \ ,� \ \ . ' - ,�� � \ ,�I e. �� - \\� . `� . . .. ......... ::.-.,. ,P\ 4�k . . .,.. - - . - , 1,4�, -SITE INFORMATION \ .4 ,. V „ n LEGEND -.: >''::=:':= Vicznzty Map 1 =10 OVERALL LAND AREA = 11.562 AC (503,640 S.F.) f' w=== ' = ' :::: = �:� . LR_F. " IRON ROD FOUND . LRS. IRON ROD SET 'X" CUT X IN CONCRETE Fc,P FENCE CORNER POST . /�� ASPHALT . (T N 13 41�� m ®LL<M Qti W% W 43 Pr%Z�0. >0mZw�o -� N U �OJmU1 ME ®<a]®� �3zw- �a)W0= =?y ® 3. �[YNN3 m IItm a�N� 13 W 1JI X 0 zmmQ . L�. -0*( • . a - • OR ON LAND AREA PHASE 1 = 5.216 AC (227,223 S.F_) - Sy • " ' oy ' EASTING' -- , 1 -fit ;-`:--:=`_::::.. . . . CREEK EASTING . ", S 3581117.58 - --. -�i ... . .. . /.. 3581080.36 BO \� 3581652.99 . s \ � • . . . _ ..' 3581329.58 \P\� . • �PROJECT ' 3581156.28 O LOCATION " " . . 3581437.67 . \ O, - . 13,277 S.F. O ,;7 . . C . ; �l4 :�< ::::`::::: . z. . . 0, - - '. - .'. '. '. . _ O • zS I . K 0� . sezot 5 -vim" SOUTH : " • . ' PROPOSED• BUILDING HEIGHT = 26 -0 . MfST 1. PROP. FH \� =..y' . '.�.-. ,.:.., . . "gyp=:. ••;::::' "'• ^~ PROPOSED DECELERAl10N LANE. SEE SHEET C2.2 \ .4 ,. V „ n LEGEND -.: >''::=:':= Vicznzty Map 1 =10 OVERALL LAND AREA = 11.562 AC (503,640 S.F.) f' w=== ' = ' :::: = �:� . LR_F. " IRON ROD FOUND . LRS. IRON ROD SET 'X" CUT X IN CONCRETE Fc,P FENCE CORNER POST . /�� ASPHALT . (T N 13 41�� m ®LL<M Qti W% W 43 Pr%Z�0. >0mZw�o -� N U �OJmU1 ME ®<a]®� �3zw- �a)W0= =?y ® 3. �[YNN3 m IItm a�N� 13 W 1JI X 0 zmmQ . L�. -0*( • . a - • OR ON LAND AREA PHASE 1 = 5.216 AC (227,223 S.F_) • NORTHING ' EASTING' -- , 1 -fit ;-`:--:=`_::::.. . EASTING . 10188560.20 3581117.58 - --. -�i 10187935.07 3581080.36 BO 10187928.59 3581652.99 . s \ s :. f>;1 ::::-.: 3581329.58 i 3581156.28 O , 10188004.27 . 3581437.67 . \ - PROPOSED BUILDING AREA - 13,277 S.F. O \ ; �l4 :�< ::::`::::: DEVELOPER '. - sezot 5 -vim" ' \ PROPOSED• BUILDING HEIGHT = 26 -0 PROP. FH \� =..y' . '.�.-. ,.:.., . . "gyp=:. ••;::::' "'• ^~ PROPOSED DECELERAl10N LANE. SEE SHEET C2.2 RV Sta tlon V Z �6 `L�• \ \ ° \ \ - - - e< r S FOR PAVING NFORMATIONAND GRADING 2815 N. -Earl ..Rudder '77803 Freeway , r- 0'- 1- ", PARKING REQUIRED (MOTOR VEHICLE SALES/SERVICE): PROP, 912 LF 5' ;. ;.._ ; _.:: r Bryan, .; Texas W , . � �9 \ \ - \ \\ - \ 1 • SPACE PER 200 S.F. = - 66 SPACES STRAND BARBED '' WIRE FENCE /_ � -_ \ �> F`G:"- ;`.. �' ,- >;:- ::=:::SHEET = PROP. 18" RCP. SEE C2.2 FOR COntaCt: Chris Falcone Phone: 979--778-8000 I -e W Z Q I - • Q TELEPHONE MANHOLE • " ' - 5 \ . - ' �.>: < :._-.:.::MORE INF MATT = (D 0 � • ,.�• .. ,x k w . • \ PARKING PROVIDED: 33 SPACES (DIRECTED BY OWNER) 20 u.E. `�`� POWER POLE o \\ \ VdL..76s5, PG. 132 W N W ��,1� \ HANDICAP PARKING REQUIRED: 2 SPACES `-�' �P��� \ \ :;�.__ :y,- ENGINEER U W Z LIGHT POLE \ ✓... • + �, Y �� \ HANDICAP PARKING PROVIDED• 2 SPACES -' _! . . • - ' \ 4,_ Homeyer Engineering Inc. \ 2 7 'WATER VALVE `�' \ :.K _..fir - 0 J =s��-:':4: P.O. Box 9452 �..� V V • : - \ , \ ROP. GATE W ; .,, , y :. _-0,0,0 . P /' , 4 �. N \ 5029 \ KNOX SWITCH SSMH Y SEWER MANHOLE \ :..., -- .; 1,� _ - U SANITARY . \ T , �,.; I. ". :' \ _ Contact: Steven R. Homeyer, PE U) ,... - \ '. � PROP. 5' ." �,- ,� - �,r- �I- . 1. \ SIDEWALK //=='"`5;_�'�': Phone: 972-906'' 9985 �E FIRE HYDRANT \ .. M �.. , r ,_ .. t .. w_ / 5 ' 1 \� ......:...: .. , t� . _ :-•- . , i . . \ \ PROPOSED 46 MUTUAL �• _> r fi,:. :y PRO \ - . :; ?k 2 =SW3 - r \ ACCESS EASEMENT s�,>. .r. 3 �•:.`_::y = \ \ - - wM WATER METER. s-; :,.,:::9 =- = :._ \ \ :. psi x RAMP:::;•.;::;; ;:°•::=:; : =::: • - �-' v 2 ,. - c a - ' \ r LLI a �.. 7 £.: `WARN N \ J / \ PROPOSED 40' MUTUAL s7 U _' " . \ \ ACCESS EASEMENT �� �_•,•> •1 a`;', . V---i':�. f'+'- . ROP: ;:,::...::; ;rc is \ , .. ;g ' _ P �= tQ . _ }ham g R, ;. - `` ryr:- :. �. CAMP.. h:::; /y . \ Q Yf' v E 91 :(:' .mw` ..i+t`5-is V` -v" - _ - \ .. „. :?, y_,, ./'' 3635E \ 6 �. c ,,, s . 20 U.E.le s s' \ „„LL,. "ai Vi�ss'' '�/ ^S. .F •S,. Fes' r �Y :: VOL. r', PG.4r'> •/ 4 •7 3 43 L 6' T?t7 P= :� :P_ PROR 2 - •!��•`P�• `�:• S "tDEw a�. _ \ NC CHAIN "KIK FENCE '. �L \ _ ;4 \ "� ,.. h PROP. 8' :F` S :, �; ,•- .=;' y.,. :L: xsr "x r _ .A- '� \ C rr: A<• SIDEWALK Ell ' s Y :.� ,: _::, . _ PROP. 6 / :P :.-- \ \ ': s ts••_ :rte.::.,_.,, /-.Y:r�" - -rat .,r;••. �J�Ja :. f S \ \ P 415 LF �%-; ,(• ,�:.: - .r.:• :.,• LL ROP. \/ :� �•.,. ,r j:_ � SIDEWALK '•�;•:�:: �:;=:::::�;;: / i'� i \ PROP. GATE W �-: - ..,:.: :r�.,•t'``':: � '� �. / � ..fir.. - - 7 - r _'.; n ,.. DECORATIVE METAL i:r ,- ` _ KNOX S TCH �, /. Y =S 1 a,yL ADA ,:�v:,`' ,�• • PROP. , f �' - •.'.::=-r Y `� �" u:. _ c�.�:. s2 - FENCE i�,y ;� s': r . r '�.. _ _';_»y. k t.. 1 2 E J 1 ( } b''.: C / - 2 S '►•. =1 <_ S �G �, ,:« +,,, . Y:... wj�S ; Y s :/. �: FDC ��.`•• \ / r S I `PR •\ iir YC T ::car �` ',.. OPOSED e ..amu _ M _ssf°�',,f) P �_ y. `� / R st r3 w ..an • B �(/ i - /` s �.: - is - - Y%A +'i' \. �- y r�r yK. ��`; = t <ts.. v� _ iF%' F A �:: 527 S. . / �. J :.Rc'l- -g 2. - V /. r- .� I _ i _ s �. ::. ,.. 1 r z �.�. �•.!. nr? fi . `PROP-' ;:�::: ��n=�=�c-r>=��'��-��:�:''s'':: 4 . %� 1 s.. :�. `'� '�•. - - E.. - == �pq' S1N3.-05 - r b.3,s : S 5 S �fi-�"Z. ` «sZ./� q: . /,., $:r-4-�= S . t _ � L' r� . `� - A1vit a. -, s -a'-: I _ -" G S PRO 5' =� =- s = ` K_ � ..fin... '•�.::'., v is ; _. s : , e s = - PR P + 0 S Q .� a - '6f 9' ` R „£ :. I 2 �: A SDE LK - �:,�_ ;;.rte_,. . �:•' - T /� -SED • .:r.. ;��:-.:;,;��. ,�. / PROP "I . a� ..;:, is , ..s, - +i 3. I31 0 ARE A: FOR' - PROPOSED ,.,..ate f>:. ?:S 1. -r t: •' �. .a%'Etii - �:�' =-r.. est '-•;:'-�::-':::'': A RE ACT �' 1.1: AC TR -:.:;: / 5 6 - . \ at i` S >E . �, 4.- CANOPY s,y. / L,• . . - :R 1` / _ - V i . \ ':�. :: v x ,Y,:.. i _ r/1;-. 2 7 r:=.� O :y.: x T Z <_., >•t. 0 N O == :::t• '`�,�;, �? ra . '�l I::i-:+• - �'�4i=":•.iJ-::i .;....cam:::i:} 0 t` fir. tY S • 4'' O U PRO O D =:�° ,•.('--�. r? - P 9 s > T \ f: / % END cuRB t x.! / M - E' FLU E "`= ONCRET c 4 .: o` E R - R X. 4 v.*-' ARE �.. •u:l.:.,. •j _ c: - Ems• ,0, .o••-' MPS. •:x>Y:•• .< E T£ E F ' WIRE FENCE ::>: r, s ,2• ,., y_.:.z ; :.;::;:.-� ..:;;:._::•; :~: ;is:.i:: s , ::_ • ::.:::..:::.::.; _,.:. ; :• ::.c: -/ 91 .:�;. a -_ ' _ /:r.:� 'C r _ N :i` :tom S �' ::. 5 M . s -.r <'-.;= ;' 9 20' U E v ' f'w 1 w' f., :1" r.> ani d _ 2 4 �• 'P , VOL. E - - :Es • r a44: .5- 1 . 3 E :F•LU ME't. - �' CO RTE' -'� �.� r=� - �- �y� �_ 9 �..� �_ J •O,.uf � Y .. \' F` "x t 5 ' 1�' ,. r. 9 �� i.' /j \ r i/ .3T ^ - \_ J ar E c ?' _ _ 6 \. `. :.4i dart. _ P P' OIJTL ••T ayf' X RO i 6 3 Vic;,>�:°:_� --. 4 - •sem IA., -V, Y' a -r 5?' n .afi =^ i= '1 x ? f - - k'{r ..:5•w F TRUCTUR E •-�. � aft' r:=•� 1 -'a .. °q ;;� RFs'::. - :: G.. N-. . yam.•... _ S F' �•.'' i : C}1: _ s: ''* _ -e: - ».r. >..<• d:a .r 20' U E. f- L• 4 x \ , z"F �� u: •:: .,. . ^L• {r VOL `'::: >'i.: ' t . - ri•-'�-�,a�' rr•s X :S • T i i .: f :I':::.,�:. �4�:•Jti r:: a,f:: v:+,:..• �y ..:!`�i.••:,L.. �,.yy�hrTM i) i. I, k.I . DESIGN :_POINTS .- PT • NORTHING ' EASTING' -- , PT - NORTHING . EASTING O 10188560.20 3581117.58 - --. -�i 10187935.07 3581080.36 BO 10187928.59 3581652.99 . O 10188141.72. 3581329.58 10187765'0.78 3581156.28 O , 10188004.27 . 3581437.67 O10187974.52 ._ 3580398.78 O ' 10187938.32 3581209.01 EX. BARBED X �•►.� : _ .,. M1c rr.r„:.<�; 1;.;:.,, : ..*. - __ 1* - .,�-"! :�;x"�t-!-,I, *11 * . ..... I . .. I `r : 8 WIRE FENCE `` � ` ` ._ ' / .- '3;%-"'-,;*.` t<x : i :j -C' ; .•- 6'�W 30� . X 5' GROUTED "= ' S %S�2 PROP. 728 LF 6' ,s..: ROCK RIP RAP CHAIN LINK FENCE ` 0 - �� X Y `+ END CURB UN I . .. .. . . I � . - . I . .. . .� I . . \ . C N I . rn LOT 24 LOT 25 LOT 23 , r I I I . - m REVISED . - uDi I . . m VOL. 319, PG. 821 Z - PLATTED _ IEf1ENc� gR PZOS . CO OV -511- . . . I• . . . - .. . . I .� I LOT 26 .' , . 011 m C C , R m f En I -_ E . f . . s Ewoo OFT %t ' : v :A., :. ,.......�kys oo DRAWN: SRH . ,s * • *1 LOT 27 . . . .0•••••"'I"""•""'"•• ' e gTE1JEN z . °"�o R. HOM DATE: 09/12/12 ' lII� ,.18854 ' ®/ HE #: 12-147 I o� i . II) �`..l ---...t1..-- Sd _ SHEET NO. _ . -" . CG • sezot 5 -vim" �A 2V h5 v v T LANDSCAPE PLAN INFORMATION Site Area (Square Foot) 143,646 SF Highway 6 Right -of -Way Frontage 400 LF Landscape Points Required (@ 30 per 1,000 SFSite.Area) 4,309 (143,6465F'%1,000SF) REVIEW Landscape .Points Required (@ 300 per SY ROW Frontage) 2,400 (400 LF / 50 LF = 8; 8 x 300 points) Total Landscape Points Required 6,709 • •� ,; • Landscape Points Provided 7,350 PLYLON SIGN 30 •''`; `'' Landscape Point summary BE PROVIDED BY Plan Number Quantity Points (Each) Points (Total) Canopy Tree - Existing :1 2 40 '$0 Canopy Tree - Live Oak (Z'- 3" Caliper) pro 2 22 150 3,300 Canopy Tree -Live Oak (3"+ Caliper) 5r✓ti� 3 9 300 2,700 Shrub (Screening) - Red Tip Photinia (5 Gallon) 4 109 10 1,090 Shrub- Texas Sage (5 Gallon) 5 18 10 180 Total 7,350 Streetscape Point Calculation 00 Highway 6 Canopy Trees Required 16 (400 LF / 2S LF) Canopy Trees (New) Provided �L Canopy Trees (Existing) Provided 14 2 Shrub (Screening) Provided 60 Interior Access Drive Canopy Trees Required 14 (434 LF J32 LF), Canopy Trees Provided 14 Shrub (Screening) Provided 49 Notes: -Irrigation, as needed, will be installed by a licensed irrigator -Refer to the civil construction plans for more information LANDSCAPE PLAIN LEGEND Canopy Tree (The number adjacent to symbol denotes type/size/etc.) Shrub (Screening) (The number adjacent to symbol denotes type/size/etc.) ® Shrub (General) \,\ (The number adjacent to symbol denotes type/slze/etc.) a ♦ek;�,. •"• Grass Ground Cover (Zysia, Sodded) 2' High Pipe FeCtce / / Water Line (Size as Not j \ Fire Hydrant / RV STATION J�\� SUBDIVISION /` `' PHASE 2, FUTURE �..,� GPS (VACANT, 5.72 AC)�p,�H /,'' / ''�G,Z,Q\ems �: - '•20'' \� `�yR.•�. . I -IN twy V � 3tk CONCRETE . • P�` 111 '' � :�' :.�' .� 40 X> r / zo / / / / < , • RN H, �y�� / / Py SGP 0� • �. • \ CONCRETE Q . • - \� RV STATION �� • .. � ....':..• SALES/SERVICE`•' BUILDING 26 (SLAB AREA: 13,279 SF) P G !p ' b6 PG / / , 1J' VTP /�• RV STATION SUBDIVISION ti COMMON AREA t (DETENTION POND, 2.57 AC) DUMPSTER ENCLOSURE / ' , JAMES & LAURA FISCHER SOUTH OAKS, LOT 27 (SINGLE-FAMILY RESIDENCE) 4'$A, i D 34 ,CMD OMAR ALRIFFI ��--T- SOUTH OAKS, LOT 26 Wi t (SINGLE-FAMILY RESIDENCE) ' t t Ei JAMES & MARTHA SNODGRASS 171 D , SOUTH OAKS, LOT 25 (SINGLE-FAMILY RESIDENCE) z LANDSCAPE PLif"' DRAWN BY: TRAVIS MARTINEK REVIEWED BY: CHRIS FALCONE APPROVED BY: CHRIS FALCONE LANDSCAPE P DATE 3-26-15 SHEET �gZt't (S REVIEW .� DESIGN DOCUMENTS FOR ••\ • •� ,; • PYLON SIGN WILL PLYLON SIGN 30 •''`; `'' BE PROVIDED BY ' SEPARATE - SUBMITTAL ' t ` CONCRETE 00 DUMPSTER ENCLOSURE / ' , JAMES & LAURA FISCHER SOUTH OAKS, LOT 27 (SINGLE-FAMILY RESIDENCE) 4'$A, i D 34 ,CMD OMAR ALRIFFI ��--T- SOUTH OAKS, LOT 26 Wi t (SINGLE-FAMILY RESIDENCE) ' t t Ei JAMES & MARTHA SNODGRASS 171 D , SOUTH OAKS, LOT 25 (SINGLE-FAMILY RESIDENCE) z LANDSCAPE PLif"' DRAWN BY: TRAVIS MARTINEK REVIEWED BY: CHRIS FALCONE APPROVED BY: CHRIS FALCONE LANDSCAPE P DATE 3-26-15 SHEET �gZt't (S 214'-lY" .' 60 • • moi■ — �i.o .�.� � .o.® �® ��® s r • ®c��si.®rsrv.r E��■..®c-a�v�® �� ■ r ■� o �v©I�JF!'�a.G��lo �©�J��i�-a�ii:7L�J.c�o� �---- Son= 21�'� 1111111111�1111�11111111��.�1 ■ I "�""• � �®®v� �a � rev®® ��i.:�,.��..'�=---.�..-, :moi. .. ". � ���■ ® ear �� � �.©® �'��•���-...��1��--��.��■�e; '.mai -�.� rte■ .�� �����������.�i: ��. `� i�.� ��� ��i3L�3®®�®®mid®�L�®® ���������.������.�: �Illa�. ■��II -a ®�ai�I= MGM.--- r„�• �a ® Asa��►���.����� ■■.fir �.��®��� '..•®® �'®® '�®� �® ��■�■.���►��MF■���.�V�� =-�--= =-11S = —■_ =_ = E ggg�.,,,■� _.�.Ilia.�o©�J!'i7r�.�tttrZ7i�o■.�o.©�l�i v■ � ! .� .. � . � ��.■� .�... �..lS®® ��`�.. n'�®I�i��l�li.�® ■ gni-���.�I,��•����I all • • � 1 1 ELEVATION MATERIALS 01/08/201511 ' AREA PERCENTAGES: AREA PERCENTAGES: TOTAL AREA: 4455 SF 100% STONE: 2233 SF 501y. CAST STONE: 89 SF 2% STUCCO: 333 SF 77o ROOF: 488 SF 11% WINDOWS: 172 SF 4% DOORS: 1067 SF 247o CANOPIES/ 73 2% GUTTERS: DOORS: o cv (OPEN) (OPEN) ELEVATION SCALE: 1/9'=1'-O" 214'-14' 127-9" - 60% 26'-OY' - 12% 36-23/4" - 17% 11'-4!'- 5% 12'-%'- 6% PROFILE OF 1:12 SLOPED ROOF BEYOND. PRECAST STONE PARAPET. STUCCO. EXTENDED EAVE CANOPY. _ _ - _ _—. _ _ • ..... _ -_ _ _ FOR PROFILE, SEE 4/A3.0 _ _ EXTENDED EAVE CANOPY. FOR PROFILE, SEE 4/A3.0 METAL ROOF. METAL ROOF. 2j STUCCO.-- _ _- 00 60 O_- �O (OPEN) (OPEN) i Z STONE PILASTER. STONE. STONE. --*' TONE. STONE STONE PILASTER.(STONE 1) MEAL SUN u'odl pc4;'1G�' � ��' (STONE 1) (STONE 1) (STONE 2) C OLNUMN E ii) STOREFRONT WINDOW SYSTEM. 2_C NOPY. (> cSrc� ]7 45-0" 45'-0" 45-0" 1 45-0" 1. 34'-lY" �. INEM -_ _�_"�� __ E ,—�=�-=,,��Q=--�c+� — E���s■ ice. STONE• • • •(STONE STOREFRONTCOLUMN .• CANOPY. • STOREFRONT WINDOW (STONE 1) 3 ELEVATION SCALE: 1/8"=V-0" ELEVATION MATERIALS 01/08/201511 ' AREA PERCENTAGES: AREA PERCENTAGES: TOTAL AREA: 2414 SF 100% STONE: 996 SF 41% CAST; STONE: 68 SF 3% STUCCO: 674 SF 287o ROOF: 0 SF 0% WINDOWS: 539 SF 22% DOORS: 42 SF 2% CANOPIES/ 95 SF 4% GUTTERS: DOORS: METAL SUN 1 CANOPY. 2 ELEVATION SCALE: 1/8"=V-0" I, PRECAST STONE PARAPET. ROOF LINE AT FRONT OF BUILDING BEYOND. . SCALE: 1/8"=1'-0" ELEVATION MATERIALS 01/08/201511 ' AREA PERCENTAGES: AREA PERCENTAGES: TOTAL AREA: 2350 SF TOTAL AREA: 4455 SF 100% 34% STONE: 2246 SF 50% STUCCO: CAST STONE: 89 SF 2% 285 SF STUCCO: 335 SF 8% 0% ROOF: 488 SF 11% CANOPIES/ WINDOWS: 168 SF 4% DOORS: 1044 SF 237o 12% CANOPIES/ 85 SF 2% (INSIDE AND GUTTERS: BEYOND) ELEVATION MATERIALS 01/08/201511 ' AREA PERCENTAGES: TOTAL AREA: 2350 SF 100% STONE: 788 SF 34% CAST STONE: 36 SF 2% STUCCO: 137 SF 67o ROOF: 285 SF 127. WINDOWS: 0 SF 0% DOORS: 0 SF 0% CANOPIES/ 170 SF 7% GUTTERS: METAL SIDING: 274 SF 12% OPEN AREA: 660 SF 27go (INSIDE AND BEYOND) I REVISIONS I 1 ' DATE 01/08/201511 ' DRAWN RF CHECKED NW 3/26/2015 (y) 0 00 I� Q X w �Z a af m 0 , Lu CN �o' N Z o� Q F-- Q O N 2 LQ 000 `O 'Q ~ Z _ 0 w w F- w V) J J 00 JOB NO.: 1505 �I ' II NAME: EXTERIOR ELEVATI NS _ 11 SCALE: AS NOTED II SHEET II A3.0 60 I 4 I 3.0 { I 3' HT. WALL 24'-4" 20'-10�' — 214'-9%" _ 25'-8" 18'-11" 30'-0" 30'-0" 55'-9Y.. OF1 3:0 I -8%" ..3'-4.. 154'-4" W I -— - I S TAI R 212'-4" 12'-4' 12'-4 3'-8 3'-4" 4'-2" 320'-10" '-4" -0" II — �) ERVICE MGR IOFFICE MGR II I I 116] 1 15=1_ ( I II ly I s I i TEMP. WALL I I� WRNTY MGR 1 MAKE–READY AREA I I SERVICE AREA I I I — 122 II 121 II II OFFICE II I III I � II I 2 3 II03REAK ROOM 6 � --- -- — — --- --- I 120 7 — — — III I I I 1 9 -8" 20'-10" 7-3" 12'-4" 3' 8" 12'-4" I -8. 12'-4" 3' 8" 8 12'-4" 12'-4" 3' 8"IF 10'-10" 1-3-4- 5'-0" — 155'-1 OY�" REVISIONS 57'-2%"4 3 60 42'-9%" 3.-0, '', 11'-8" 3-0,. 34'-9" 4.0' 3.4.. i— 6,- , 4. q DATE 01/06/20 _ _ o DRAWN RF CHECKED N = 3--6"N CLOS FIRST FLOOR PLAN lk 1 SCALE: 1/8"=F-0" 2 SECOND FLOOR PLAN SCALE: 1/8"=F-0" CANOPY FIRST FLOOR )IMENSIONS. 17' -MY' J I I I M` �, G op SERVICE/MOP SINK. ! I o DUAL HEIGHT ADA DRINKING { ! Q FOUNTAIN WITH CANE TOUCH APRON. o ! �. I P — � 2 PSR fS-SI'lAY–ARE— - 4.0 I 4 101 I - 0 L C 19 00 I—� 3 SALEI REP 4 3.0 ACCESSBILE PORTION OF SERVICE COUNTER. ! I ( Lo ' ( _ Z _ GEN. MGR. II 102 E 4.0 (/) 107 { co ! I L1J I I n co co N F— — _ - �/ X I co W w SALES MGR. SAL REP 2 { Q rl -0-31 106 I >- o', i I „ _, ww M o N N co ! � U N ( Q � I FINC. MGR. SALJS REP 1 z 104 105 I Zo { O z { 4'-0" 6'-0" -6" 3'-4" -6" 3'-4" 4' -OI' 4'-0" Ln Q 42'-8" O N ® El ® - N 60'-5%" -a- — 2 4 3 Z 3.0 4.0 4.0 O V) W i V ~ C W O^ �J Z O 0 ° U H- ww <w C J J Z OQ ' o Q V) ry JOB NO.: 1505 NAME: FLOOR PLANS (1/8',) SCALE: SHEET 2.0