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HomeMy WebLinkAboutDrawings (2)GA.t.i.i.i. -rr � I �A.NOW-1I W-1%' � ►` � �G�►„` k _ �P I II � °�• J -o\o o N 1 W N f rN �- N z0 0 Z' W 1 C Q T LL Lu CC) V T II � °�• J -o\o o N c O r 8 LL ;o o c O r PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X= 10199085.26 Y= 3553649.78 Elev= 317.13 .=`:`•v F „2'.. �._.., .. �^•7.-`"'.�. ...��. . L. �::. � , � �®: ... . :> 't . C:1 '.... .... _ 1. O - " .,�.... �. t.nv, ,,.:G rs ry i 't. ,,,.>... ... ...�,W� k?? ,o ;... ..,w. , s..r . ;' _ ...::,.. ( 'i...,: , <,fi., 1 to \ kT. , .. .--.-+ \� V 1 t, � a�:> tf�s,.><. �a -: C7 .::,':: : a. .wit n`a. ,. sG' � I I V )°J..�,.t ..Ye7" ... 'w .... .. .............. .. R. L. � � � I � `IRON ?Nt d 8 WATERLINE B x � PVC (DR14 AWWA C-900 f, .SEE DETAIL SHEET FOR EMBEDMENT ae ..__ ._,•. -. r." ._. s. -.... >.._ .m "'��"'"""_. ... _ .. .,...::a•a:.•.`x::K+, •R •Cr w�•.,�. :'E..•§o., »ma :... <_a..c _. _ .,. .., � ! \ .. TYPICAL BUILDING Section A—A 0+50 GRADING PLAN -NOTES: 1. The contractors shall place all silt fence and other sedim it traping devices for the graded area and stockpile area prior to any land disturbing activities. 2. The contractor shall strip and stockpile the top 6" of soil" for the entire graded area. Minimal stockpile grecs are available on site. Stockpiles shall be placed in a manor which does not adversly affect drainage. 3. The contractor ray then proceed with grading operations. General cut / fill soil shall be segratated from the topsoil in the stockpile area. 4. The finish grade in all landscape areas shall include at least 6" of topsoil. 5. Any stockpiled -Material must be removed from the site prior to substainial completion. 6. All soil exposed by construction shall receive cellulose fibermulch seeding. 7. The contractor is repondsible for ADA complilance. ALL sidewalks and buildings on the project shall be accessable. GRADING PLAN' LEGEND Index Contour —Existing ------------------- Intermediate Contour — Existing - - - - - - - - - - - - -- - - - - - - Index Contour — Proposed Intermediate Contour — Existing Proposed Top of Curb Elevation XXX.X Proposed Top of Sidewalk Elevation — Proposed Flow Line ElevationL=XXX.XX Proposed Top of Grate Elevation lTG=xxXXX T.979.260.'6963 F.979.260.,3564 TX. FIRM # F"l 1443 3204 EARL RUDDER FWY. S ,OLLEGE STATION, '',',TX 7784° PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY « UTILITIES « STREETS SITE PLANS * SUBDIVISIONS i www.mitchellandm Irgan.com For Bidding Purpose= Only. These dccumen:s 16re no: intended for construction or permit purppses. Prepared." Veronica j.B. :':'b`rgon No. 77089',' r 1.08 PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X= 10199085.26 Y= 3553649.78 Elev= 317.13 e o ; a ®4b IL ® GRADING PLAN NOTES: 7.979.260.6963 ®�F.979.260.3564 ®�® p,, �® 1. All Elevations shown are Finished Surface. All adjustments for the thickness of ®FIRM . TX I F=1443 the foundation slag, pavement, sidewalk, etc, shall be made by the cont ctor. # gym® ®m i � 2. All drive lanes are ex pected to be 6 thick Concrete on 6 of I- me tabilized 3204 EARL RUDDER FWY. S, Subgrade. COLLEGE STATION, X 77845 ®� 3. All sidewalks are expected to be 4 thick concrete on 2 of placed Lime Stabilized Sub rade or 5" thick concrete on compacted sub rade. g I� g PLAN &DESIGN SPECIALISTS IN 4. It is not anticipated that a balanced site can be. achieved. Permanent Spoil CIVIL ENGINEERING * 4DRAULICS HYDROLOGY * UTILITIES* STREETS ® _ ] . --. r 0■�:' areas are not available on Site. SITE PLANS *SUBDIVISIONS 20 feet I SWPP PLAN NOTES: www.mitchellandmoc on.com SILT FENCE MI- ASSEMBLY I 1. All areas where existing vegetation and grass cover have been bared by i e construction shall be adequately block sodded or hydroulched and watered until For Cidding Purposes Only. . At These docner s e not growth is established. In developed areas where grass is present, block will be oatctiorint:a or permit purposes. required. Bared areas shall be seeded or sodded within 14 calendars days of last Prepared b,. _ . �` "' S. , . _ Veronic.o L6. ;organ, - -- 1 M_ -�; disturbance. No. ;7,65'9 2. ' y A proved Erosion control measures must be installed duringthe entire time earth :---�---,— - ..,:':: ,.,........0 .. ..... ,. ........, .......::., z...... ..... ....:.. �.. ..... . ,.... : ::.:f :::: Z /\� 1�-..,: Sa ss. o..s.:.. � . � � �"'I , ;C ARCHITECTURE DEMAREST. L.P. '� tf'J- " 2— Z1%PVC ' �' C> ti() ts� ALL RIGHTS RESERVED E C Vr r r l 'r r� "7 t 3 �qs 6 `\ Q (� Py � 308.34 : o_nor ��°`�0 ,, 309, •00 \3' 000s \ , 3 0 / o 1 EE .3 �t t rtr' r rr'` r E 6 *-3 2"X4" WIRE"MESH ... FASTENED TO T -POST to o C) SEDIMENT CONTROL FABRIC FASTENED SECURELY TO � T=POST & WIRE MESH METAL T -POST A$ 8" OF FILTER FABRIC TO EXTEND MAIONT�AIN TO INTO ATRENCHAND BEANCHORED L MAINTAIN WITH COMPACTED BACK FILL SP APART _ ALLOW 2.5' TO 5' ATTOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO . HAY BALES TO BE. ACCUMULATE: ALIGN FENCE USED IN AREAS OF r ALONG SLOPE CONTOURS.. DRAINAGE FLOW i � � OF FLOW NATURAL GROUND i f i DIRECTION ;.: �✓`r {rt FidAu: xr wrr t 4" O 4"X4".MIN. TRENCH 4" 20' Cf) > N SILT FENCE CE ASSEMBLY L_ U ci yMGOLLWE �re°no DATE 31CS UNIFIED DETAIL N0. CrrY of BRYAN AUG. 2012.4� ANDARD DETAIL: SWPP1-03' *-3 to o C) O � J LL LU _ o � x, o O Q Cf) > N L_ U Q .— IE Sle: �,� I inch ca20 feet v 'MATCH EXISTING GRADES COTTAGE SILT FENCE ASSEMBLY ii SWPP 1-03 ii I 1_I_ SII I 1� GAN T.979.260.6963 ii F.9791.260.3564 I, TX. FIRM # F ,,1443 l 3204 EARL RUDDER FWY. 5. COLLEGE STATION, TX 77845 PLAN :& DESIGN SPECIALISTS IN CIVIL. ENGINEERING + HYDRAULICS HYDROLOGY * U.TILITIESI1* STREETS SITE PLANS • SUBDIVISIONS www.mitch6ilandmo ,, an.com For Bidding Purposes Only. These do,'jume6ts are not intended for construction or permit purposes. Prepared bv;l Veronica J.B. M0-gon No. 77689 ''i ARCHITECTURE DEMAREST t, --ARCHITECTURE DEMAREST,L.P. ALL RIGHTS RESERVED O n —1 Lu0 o x �. d E v o L o 01 75 E Cn > > •- vo "' a O N 1' i i i� j �II d,. p JI ., o c o W D o` s m I Rrall", PLAN :& DESIGN SPECIALISTS IN CIVIL .ENGINEERING'* HYDRAULICS HYDROLOGY w UTILITIES i« STREETS SITE :PLANS ; SUBDIVISIONS T.979.260.6963 ( These dopurnents ore n A. F.979.260.564 intended for construction 81) TX. FIRM # F-11443 32" f 5204 EARL RUDDER FWY. S. Veronica J.B. Morgan 99 COLLEGE STATION, TX 77845 36" PLAN :& DESIGN SPECIALISTS IN CIVIL .ENGINEERING'* HYDRAULICS HYDROLOGY w UTILITIES i« STREETS SITE :PLANS ; SUBDIVISIONS Size For (Bidding Purposes Only. ( These dopurnents ore n A. € intended for construction 81) or permit purposes. 32" Prepgred by: 32,' Veronica J.B. Morgan 99 No. 7'689 36" 12" 48j" 15" 75" 39" 1571 6517-- 0"90" goof 42" 18" 721' 24 120 4822 24 96l,' ` :.:.. RCHITECTURE DEMARE: 54" ARCHITECTURE DEMAREST, L.P:. c' ALL RIGHTS RESERVED t ' _ � a 0 __j c) of LL. W 0 C 0 E O O � O C)- ~n n _.._. ;X20"JUNCTION R') Size L W C EI' 81) 401) 32" 811 32,' 1217 60" 36" 12" 48j" 15" 75" 39" 1571 6517-- 0"90" goof 42" 18" 721' 24 120 4822 24 96l,' 30'1 150" 54" 3.01) 120'1 Joint as Required SECTION MAP 12;7 NTS CAST IN PLACE SLOPED HEADWALL DETAILS CONC..RIPRAP SHALL BE INCLUDED IN BID PRICE FOR EACH .HEADWALL `I _ NTSI FY.. ,Y, ♦ , �'ZSg1 :< ,.r +k-. I:..:::. «: ...:" _ ..... :::4.. ......... ...... e... .,..,..... F ;... .. ..:..3 44xi :':. ,j * � w % ' F..,.1, ,,.. •. r s''_ , .,. y�> .... _,. .. .. .....,.. i.,....... .... ........... , t s t 4 � .. .. �S �. s'9 a• :a t 7 .. .b .a ', :4. .< :, r �'. r 1 .... ... ...4-.. r r..,., JULDNIG .. I- •F" ... .aH_, .z. .._ ...._. _.. _.:.. .. ., ...._.. .... 'v -t. ; a 'a b ,< .:. .,. ,'. : ., :a t 'a r e.- Y t . ... .. .. .. .!' - .. U ..„ a.. *L'L... € �.: x ._:::, .::::>. :..,,. '._ ,,f♦ ., ::: _.::: -:':i � aRS .. %_. S a :$' :: .: : .,: , t t Y �.e. .=• / 5h.5� .�'f : ......i::. ... .. _ ...... t. E 46 x t t p _` '4' xf t F 309.00 si'�' ,. F , .. .. R..... ki.... .. ..,.. :. .... ...,. a ........... 9 ♦ e '.. _. a r. } A 'Y �t C g N w � y THA .ALL 1 PRECAST EDW 5 .. is ry. :, "ii✓ � ... r. f 3� '�° �` / . w,. { .......... _ a t < .., .. .> _.. ... ,.y✓%S. d 3 n. -k 7. w si .v / E+. ., .. .... :.::.:. ..,. ♦ a 4 'S ID .. . 3 .... .._ �- .' S .»..... .:..rr_ .L rac'.,3 'i><sarr•`' �., - a� LY d�k.' a.a.�. !- <, sF , I ...... .::.. .. .f� ',d+ 4. �. : ':'� .:. ......... .. .......... .... w / . l .5 9: .. .4� 0. - i - 1.'4' ♦ �e ! .......,. .. ..... M.. ... _.... ��—� .i ! 4 N. _..._:.:: ... ...a- _..-::f r .: .f> .1 .: a ,t / . :7 � ..,� ,L , '...{"'; y,r,¢t.. ; 4.r ,r «s20"X20"_ 7 ID a _ ./ FL OUT 309.28 t < �v, �� < �20"X20"_STANDARD JUNCTION «..e,_.,. ,.a.,,........x...w�.._M.. , ___ . _ °� F , a D 2.4"X24'JUNCTION > , e��� .,.. , STANDARD . JUNCTION � � 4 1 _�_ _. - � r, � r MOB fi' � , : 1 z � I SCale. YY � aii, ,.. _ ,...... _......... :: _....:. +.. .a�.- .. S S .e 'e ....,:. a. � / , :.,.- ,,..... , P. ,_ .,. o - _ �t S '4 c ,. : .::' :r�::, :,. y ,. --:. UILDNIG , r _ BOX WITH EJIW V-5718 r,�n 20 rest a t t < t o e ! H IW V 5724 1 � � �.� �a .� _.:.�fi , � i a , EJ �.��� � ,..�� BOX WITH EJIW V .5718 ,��, �-Ny. �a.> ;.• ,_ ap� ,c� d F3 _t i 4 ,. l , ,. � r r I .sale: __ I -1•.� .. Y , �, �.._ .k4,,,--.. 4 .. a .{- •... 'ii`,....+�'. ud.>. .,✓ - �. ,..- .. 'i _ , . ', � <. ;':.. .rc - e9-.- 4 it a ' � .a �r a. ti.G+., .. .. f, s „fF. -n:. .:...... : . . .:. :. � - �-R a .. at a �, :: t•,' .�: .':. :.. :.. f t'.. ♦.x a a a. .' ( ,._ E UAL a :: - .. 5 . , , � INLET OR APPROVED , � y, t x a f . I �_ _ _ _ _ r . � t t ; , � Inch.. 20 .feet :E UAL N t, -Q � APPROVED.Q 4��><k ,� � ,LNLET OR APPROVED EQUAL � a � � —�..-- -�--,- -:,, .- � 1 > NINE - � _ s .. ;:, .,:.: ..: , a ,. � . }tttq ., .f �. t x- = 1« b \ Sett 5 M g , _ a TI 314.96 , ,� F p ,� <� - I � > _ � is ° =3 a,rt CONDUIT 13.28 ra � 5 TI -3.1.5.27. t ,� b x ,,7t, 1 4 P ,.. ,� . �_ ,- .. :. a ', .. ,p� � � �. �t. s. y. a �� . ... � �. '�.� € � -2 s .. I''.. 1 f r ...: :: _ .::: - x j .... b .11.51 ..�.., �.,a_�.�.�r.: ; i R F .29.9.50 � -:.: :: FL 12 N 3 ,< a ,, , t= L .- � ' , f : ,, TP 8 HDPE=312.:41 OUT 313.12 FL 12 IN -312.21 ,; � �-- 15 PRECAST 'HEADWALL ; , ; �� � � < , n _< » '# _ -,sat < :<".r-, ao.. t: • p.. a.. a 171 99 L.F. of 15. " <. _. a _ _ � , t s .; - - x .. » - .e•: a: '. .. , . i_i _: F 15 OUT 31 1.41 1= t - _ .' - F 12 OUT 312..1 . _ _ L FL OUT 300.08. _ 5: 7 t �_ _ ., . , f E � a> . e,. � ., , , w L < >. � , . ,� . is ,_: ,E _ r A ,. 5:3.80 L.F. P ASTM S2736 _ 1'g _ a I rc � _ CONDUIT 314♦50 ` . x. .:�.� _. .__ _,. .._ .__... : .. s' .., .... ✓ ....,.... � _ _.. . -- � � is , t 1.. _ _ ; _. .. " _ . _ � __ .� HDPE .ASTM- 52736 - RETAINING WALL _ _ \t _ i 1.00% SLOPE _ � ;� _ ..�.:_ TP 8 HDPE. .313 08 l ... _ _ Ma < 0� M 306.66 C�? 5. SLOPE n` SOTTO _ zt, I n : T - "• §—.9 _ �.�..._�.,�.«; .-,_ -_.,..._,_gid..___.."__ W _ 5 a -_ N:1 r € .. ♦ \ a .s .,.. :.. f....._ .. .. �..: .. .. .... ..... _. e. � - ,. ':Naar. sk P 301.64 _ I r L. a _ TP 12 HD E t _ _ a•, .... � > 44 40 L.F. of 18 ,. 59 97 L g F of 15 .a _ O .......... _._.__. .... .-..... 3. rtn f t �i4 , _. < : 1 14 , . t .R _. DU1T 3 0. r CON � � , . _ .. _ .:.. - r rra.. I _ . � ,5 � ♦ 40 L. of 15 _:_ __ _ 23. F _..., .. �... , � t__ _- .: [ HDPE ASTM S2736 I 75.29 L F. of 12 € I _ HDPE ASTM S2736 59.87 L.F.. of 12 ,/ � . > , �.. ,- �... , . �.rrrr.. t�■•...•.a-.� .a .< � ,; I -;n_ ._,__.____�., ., r r e € ( ) _ y -,,, � ) I I- ♦ », :. __� _ _ TA DARD 24 X24 .r. _ 1 HDPE: 3 1 I t��f- r.�:�•1, r-.r,-1�,.� 11 ..,-E _ II ..___ ,___.. _---_. _ `..._"i ,. ,�. _ n �K unor z�n a� _..._ _ .mil <I-II1P� (ACTAA C�7.�F,1 'Cad l ,fir'" a I � - _ _ _. � _ � nnor cl nb� n � nn� el nog I 0 SECTION 7 STORM DRAIN e ° D17-1 SECTION 8 STORMORAIN Ld G- iL S; BYJ LD d) '4� Q = C) <L I .0 O < CL > < P 4� (14 13 m0 ND - z U) i L < QL T 6 q0 4a 0 4.4 (Z 41 QL QL, x E z %z %S) (A ... . ....... . ......... ... . ........ L -7 4. U -i -j < V Z 13 x < 3 v d x L 13 p L - < 6 %3 x ci v < -0 c Q 0 x 0 TT N 2,, 6 x X (3 M z E 7 x -C (3 2 Q) F tf) 41 c 13 0 _K5 7133 Ci CHECICF-D .A.K. L M o- 2-18- J. 5 a- FN I, Mol 11 JOB NO -j —Ift -0 L 1 0 OF in In Ld G- ti S; BYJ '4� Q = C) <L I .0 < < 'A > < P 4� z 13 - m0 Ld G- -jN PER VA' A IMMEMMIMER om IN MORE ,� [.. ,.�.' V V44W �4! , i f:v I'd --ILL 6j >- CD LL < 4") Ul ul S; BYJ '4� Q = C) <L I .0 < < X > < 4� z 13 - m0 ND - z 0 i L < X 45 L x E z %z ... . ....... . ......... ... . ........ L -7 4. U -i -j < V Z 13 -V < 3 L 13 p L 6 %3 x ci -0 c Q 0 < 0 r 2,, 6 0 z 0 < ZI z E LU x -C (3 2 Q) F tf) 41 c 13 0 _K5 7133 CHECICF-D .A.K. L M o- 2-18- J. 5 a- FN I, Mol 11 JOB NO -j —Ift -0 L 1 0 OF in In N N N 0 lu K3 zl- L E .9 N m m m m m m 0 73 (3 4a 4a If) u� m m m u� m -vI v _ _ _ v) s 3: 7 E L L D - - -0 - 13 I E 7�5 L - L 0 L 0 Q avL 4- L D- -jN PER VA' A IMMEMMIMER om IN MORE ,� [.. ,.�.' V V44W �4! , i f:v I'd --ILL 6j >- CD LL < 4") Ul ul S; BYJ K) Q uj x Lu .0 < < X > < 4� z 13 - E < 's z 0 i L < X 45 L x E z %z ... . ....... . ......... ... . ........ L -7 4. U -i -j < 13 4.3 L < 3 L 13 p L 6 %3 x ci -0 c Q 0 < 0 r 2,, 6 0 z 0 < ZI z E 'F x -C (3 2 Q) F tf) 41 c 13 0 _K5 7133 CHECICF-D .A.K. L M o- 2-18- J. 5 a- FN I, Mol 11 JOB NO -j —Ift -0 L 1 0 -jN PER VA' A IMMEMMIMER om IN MORE ,� [.. ,.�.' V V44W �4! , i f:v I'd --ILL 6j >- CD LL < 4") Ul 0 . .......................... WM. ALAN KIN�O ........... �o .......... Xx Subn-u'tals BYJ IV) Lu .0 0 . .......................... WM. ALAN KIN�O ........... �o .......... Xx IV) Lu wa 's 45 ... . ....... . ......... ... . ........ 15 -7 U -i ...... . ..... ti ..4 r 2,, 6 Ii II DRAWN C14 CHECICF-D .A.K. DATE 2-18- J. 5 SCALE I, Mol 11 JOB NO LDG, 7,1.11 SHEET OF .UAAWA - - Submitals - ca. 7BY CHECI{ED A DATE I I SCALE 1 I �I a} 301-0111, OF JOB NO. II e ° LDC -T14, 071. I'' °°°°°°°°°°°°°°°°°e°e° j SHEET WM ALAN IN. � 1900°° AM -:I I it Z � o� o� z� W � 0 W $ 6 V c y. 0 o v v V I D F i f Q � � A K II � E 'Flo y; 50 CLQ 7 �.. ��n//�� I1 R _I—__ d C S i v t CLI i i K ❑ C L � d c w � — o w yr—+l � r , a g v u W a d h o ZIP - £.:ter ;�" t`. '�- i `-i.•, /�� fl � i z `� C�`'�„,,FSI .UAAWA - - - ca. CHECI{ED A DATE SCALE a} 301-0111, JOB NO. II LDC -T14, 071. I'' SHEET AM OF i) Submitals f 7BY 77-11 l �a i 4_15 SCALE ee`T� OF i JOB NO. I SHEET / °°OeWMe ALAN °KINGeOe°1900 i DRAWN 77-11 CT CHECIED DATE I 4_15 SCALE j JOB NO. I SHEET i 'C 3� OF ; i' I �— Submitals BY C� 0 N M 0 W c� W Z III' z N LL J e a o vaa WMovALAN KING z 1900esae Q Z O � n E— Q U LU 03 L g m� L U -LU (D u � m Wo C O � rrz¢ Q T o zip a O° - m �p t F >z _ c c gra 8 z° tx V .45 N d W zWa j Q Q wa 3z �U wO . � OQz id-+: -•a a z N 2 ' LU Lij QW g Q >W z O U fL c i' I Submitals BY 0 0 W c� W Z III' z ®eao'4®®t OF LL J e a o vaa WMovALAN KING z 1900esae Q O � n E— Q U LU 03 L g m� L U -LU (D tiN Wo C O � rrz¢ O o zip a O° - m �p t F >z _ c c gra 8 z° tx V .45 N d W zWa j Q Q wa 3z �U wO . � OQz id-+: -•a a z N 2 ' LU Lij QW g Q >W z O U fL c Q Ho di LLI Z O m CL F' O pC w U Z c,4 c) Z I d S i' I Submitals BY III' ®eao'4®®t OF d, e*o,voaoweo.........ee> e a o vaa WMovALAN KING 1900esae es e�� ry n E— L V) L G ? aa L L -LU (D Wo C O � J __jI �C y� o .0 C k a t 5 o c c � 8 ^� G V .45 d j 1 . � '.. ttl Esc'. M id-+: -•a a 2 ' - CG u R u uj c g u w F � Q 9 u u I � ' I d S _.L-- - 1 Pry v° , r —.7 t'v5204r4"r':.F xc Y�r DRAWN cl.r CHECXT—D DATE 2-_ =-1. SCALE VARIES JOB NO. } f ! 07- 11 SHEET. OF �I ��I WATE . OR M DRA IN . IN �� ARE . CUT O.N S T SQL _ 13 A RK, _ 17. HM 3 C v BEN. Ele PROJECT 49.78 - PR _ 5.36. ct all unlit _ 35 d utiUties,. E Contrcctor shall :conte �' 26 Y ti under noun _ . urthermore, the .. _ 9D85 : .of ALL exls n.9 _ 9 _ 1019 of .location ...1. X e Xa _ ...•Sror N+ f the __ I[•1'ION n - ct or to ve Y o nt ra :, th e C .. of .. Ion. lit _ . vot _ .. ibi ca s eX all be the-respon. Y In-advpnce of a,ny t shall rs -. 1. 1. of 48 hoU .. um re res entafive s a ;minim_ company 'rep _ - - - gg aoz� Tops ® 1 090 0 ct DI Te a.. Conte 9 ._. . in _ 95 2429 er Suddeniink ,5.. b: Contact Dan Augsburg -. _ : Verizon I. 21. 4752 ' Richard Wallace �+ Ve. 0. Contact R c _ 55 Con. tact Som Waldo ®;CSU (Flee#ncai) 764 62 . 764-3660 . Willist9� CSU W ater -Wastewater _... . e. Contact :Butch / 229 4627: isneros ®Atmos Cos (Gas)., . _ Lms C .. Contact _ .._ _:B,. f. Burkhalter r®BTU2 a4 2Bo2 Contact Greg BTU .' . . Ile eStat11 for led 7echnicai eclficabons i n BCS Unlf Ion. G.S. Standard. S Street Construct o /. t City of Co R the: Curren (. ) with 9 . m accordanceY cion, shall 'beDallas 2. All =constru tm . r ed . r f C.S. All hall be performed m h Cit En Inee o S ,ea+ficotions, Water .and Sewer and Generals,: 2012, and .BCS. Unified Design Details., All mspectwn s..... p !ly the..staff of t e y . g P City -of C.S. Gt Engineer. with the C construction. shall .be coordinated Y Y 9 . . r to - cin written a caval f mer for an substitution no ontractor shall ,obtain Eom the Cit En e m. flies'. loris the C PP Y P nstcuctron materials ,ndicgted _._. P..... , ._.. . . Y 9 3. . n lieu of using the. co. _ _ 9 • .. Tec ible for the I here a licable. h hall be finanaall res ons n an en meets .sea w antractor s product information a d P. Y .- P __ Id unclad'. r . 9 P _ _ _. ' Gonstructlon.. Requests for changes should P_ __ . _... � _..... .. q ..- _ r tors requests. �redesi nm based on cont ac erit reviewm chap es and q meets times 9 9 en 9 9 P 9 Band all. regulations. 1926 Sub art and local re O.S.H.A. Standard 29 CFR Part federal state once with O.S .A. P _-9 4. Tr rich Safety Requirements shall be .in accord.... .: : m T certified labotato, at here a cert_ r to the s ec ca _ btin she laboratory ifi tions set out a II be rovided b i shall confo m Y and �backfii m P A KFILLING: All trenchin p 9 5. TRENCHING AND ,B.C. 9. 9 .. Inde ail ens'. of th I areas s all inc II be a the ex tor. Structure h work she t 6 Contrac due to. substandard_ standards. An <retestin_ P verif these4 r s ex ens'. to Y 92 the Owne_. Y62 • � f Cil streets a e s i areas: curb Imes o ii and � parking be and the c Y P 9 i '.walks and shall extend 5 _. s d Y �. ..... : i n ower _, roes. -. rat Re ulatrons re ardor construct o 9ctivities near ever rzed overhead lines. om 1 with all State and Fede 9 . 9 9 P i of the contractor to .c.. ,. 9 it is the res onsibilt _ PY 6. _ .. .. Y sed work an d: rocedUres With the Cit o f. C:S. Electrics l Division. all ro o Y r shall coordinate_ P 1 the .contracto_. . Addifion. . ..P P : m. m which it a u, ment shall be both ed subsidia to the ite sed. Ai materials and _ m. shall be consider . ._ .. is u I .._ _ .. q P identified as a Se ardte. Bid Ite.. rY 7. All materials & ,labor not ... . P..r. f1.1.r.urnished a rid installed unless otherwise noted. o the inform anon roved'. :on these Ions: i n stakin from .P must roved e construct o R g, The Contractor _9 P _• _ : , . .din .. - ii lose fibermulch see ion shall receive ce u _ ... 9 . b .:construct _ . 9. All soil. exposed__ _Y .:.tenches ma _.. P P Y rricaded. rf ro erI ba overni ht _ be left o en � 10. T 9 . Y p - � ... .: _ I ate:.. a The Price of the r PpYate Uti it e a Items. her Publico __ .fe nob separate S stems and :on of _ .... Y Ives Manholes Icn afion Y .. .... P P Y 11.. � ,Adjustment nt of Water. Meters Va ... 9 Y . r Morn etc. he construction of Sewer Line Force. u sidle tot_--- shall be s b _ ad ustment, _ 1.. ry18 :. � location n Cassa . - . ad ust the o facilities rf e :and Verizon to 4f existin _ . .. 1 The contractor shall coordin4te with Suddenink Communications, CSU, BTU .a J _9. rY 2 _. _. . te: aitem. GD•. This is not a separate. rice with 1MUT _ R Y c rda P antral in ac o 13. The contractor is res onsibie for traffic c _ .. P if d on :site :b owner. a will. be. Ident ie it 14. Tem ora .soil. ore. s Y P rY P _ _ or residential sal v of wa not to be ublic n htIr. isolated so as i i I from. an from view or is b b e r Y mounted -mechanical a uI merit shall be. scree. y p 15. All of and round q P 9 r i architecture and scale to all be coo d :building .arch . h screening .shall nC1 ed with the b rade. Suc t feet above 9 ured. from a amt five 9 .. e lot meas 9 he sub ct district wit1.hin 150 oft P 1 - nrfred i au appearance. e. maintain n _. _. RP Unified Development Ordihanca, The i ht source shall not ro'ect below an opaque e Un 1 ds of Section 7.1.1 of the ... R ..... ...... g.. ...... P 16. Exterior Building and site. lighting will meet the standar _ .. .' � i e. not c ass ert I n a manner t projected cone o _ property hat the. f li ht does Y ares wdl �be. mounted. m such ._ _ _.. ..... _ PC 9 - Y pro act li ht horizontally.. :Ftxt ._ _._ _ ... J tura shall directs Y in and no fix 9 haus _ Y P ! � : 9 .. _ . these fans: n e with. the. la out show. ._ _ . lot stn m in accords c .. ..... Y .... P � or shall Provide Arkin g 17. Contract . _ P. P 9 P is ivote. ed with this site. Ian .. r . .. All storm sewer bein construct. P P 18. 9 s otherwise noted. r . aril'. s f cu b saretot he ba ck o_._- _� nsion .dime*�k ,s. Ail _ _T res b r:. sea f talo ratio n of u wi own'. Wires as shown. Ex en 9 Y .. Y dinate with '.BTU to. :adjust . u _ P Co erector hall coot_. _ _ 1 ,g,by' 20. n. eve o r o es b � � we BTU. x ens'. of all n i _ ales to be set.. E p.. Y � f -all new ower R P hao caardmatewith f3TU }aoatian a p p 21. Contraatar .s _ .. _ . : . _ :area. service a ' �: f tcical conduit. for CSU .. ,. ... �. le. for cost of all a ec.. _. ,. 22. Con. tractor is responsib . vel d electrical conduit for SII rima co d. 7 service territo BTU II provide ._ R n' tallation of .all sesonda _ eondwt in B. U _ .. _ry, p . 3. Contractor is res onsibie for cost .of ins .... - .... n 2 - . P ` res onsibie for installation.. and ,Contractor Is .. p .. . 9. 20 REAR !. _ of m .ninir ccrAnru� � a: .e rn�n i i XISTIN(;. 1 � SFWER LINE SITE PLAN NdTES act CRED art merit Comma nit me of Pro A ' 1. Na Y ! P _. 2. Le al Descri tion: Lot 1, Block. t, The Cottages of College Station Ph1 . g...... a Address of property, .2365 Market Street P. P. Y .. .1..1_1 Owner.. Crystal Real Estate Develo merit, !GLC 3. ry P _ _ . - ite rve o Rad Su A 151St Su. r o Y ... Addison, Texas 75001 972 s 34-2525 ( )_ r• Mitchell & -Mor on L.L:P: 4: En orae • 9 g Rudder S., 3204 Earf R der FWl . Calle a Station Texas 77845. g - 979 260 6963 ( ) 5. Ar'chdect: �Arch�tecture Demurest 2320 Voldmo St. 7 7 Texas 520 214) 748-t3855 6. Zonin . PDD . 9 Use. Vacant . 7. Existin U g _ _. . _ P ro cued Use. Mu16 Fami N I nOrdinances it of Cale a Static 8. Setbacks. Per C y g _ .. � acres 9 Site.Areo..32:488. ae s See table :on this sheet e ➢emands..S e 10. :Water _ 11..Demands: ;See table on this sheet :Sanitary 12. A TIA has::been re ared for th i9 este. P. P n h s sheet 13. water Mete r Sizes. see table o t i � R ONE 1A DESIGNATED FLO OD PLAIN A EA Z P TY OES CIE WITHN � A PORTIO NOF THIS PRO ER D „ „ THE F.LR•M. MAPS _ DETERMINED) ACCORDING TO E OD ELEVATIONS DETERM _ . NO BASE FLOOD - 4 48041 3 S:F DATED APRIL 02 201 . COMMON ftY PANEL N0. CO 0 . DENSt1Y OWt111NG UNtiS .432. DF2JS rry 432 32.49 ACRE � . U tis ACRE - 13 29 N ort woe .rrY>r .F --- - A1;E 3 819 SF DARE FOOT 88, GROSS SQr. _..U MUrn FAMILY 3'54730 SF CLUB HOU ING OFFlCE. 13,884 SF '. _. .SE/LFaS � PROPOSED PUBLIC EASEMENT UTILITY FOR PR_ � �. � � CT ** � LAN .S�"IEG t INFORMATION .SEE .PARTIAL SITE P INFORM. _ - ' _ PARKING CALCULATIONS - Parking _:. RaOo Pa [ki n � df Tats! 9 . .. _ bid .Name ,Bid d. a ui[ed T R g. g pe UndType .#ofUntts BdrmiUmt Bedrooms Require Q SQ. FT. HEIGHT a e 15 1D BU ILDING LEGEND _...._ _ .__. _I Al 12 1 12 82 12 2 24 1:25 1 Ai 12 1 12 5 0 .. �.. Al At BZ. : : __ _....._. .: ..._... , B2 1? 2 24 1:25 30 i 'I C BT 18: 1 12 .1.5 _ i i2 __ �i R E ':I _... .BUILDING TYPE 1 40 .1 BUILD 17 4 3 _ s � A, A+ ea B2 92 2 24 fr25 30 _ _ D , BT : _ 30 2 B1 12 '3 24 1:20 . 4. 1:25 30 B2 12 3 2 E 1 12 r.5 n e, m i AlA9 12 _ . 82 -12 2 24 1.25. i u ; F _ 2 1:. B 1S _ 3 ? 5 l A9 1 _,_ _ TYPE i l � 41 9 � _ . _ ILDING 2 50 BU 0 9 _ , _.. 3 0 e, si m 12 2 24 1:25 -62 -. 0 _.. 2 131 0 2 20 1:25 25 _ B1 ANSI:. 2 2 4 1.5 _ of o, _ _..,. _,.. B2 f2 2 24 4.25 H B 1?' 9.5:. iS1. , u' __ R1 12 1 - , III 1 5 Ci� 'TYPE _ 7 �40. 1 30. BUILDING 1 7 Q9 B2 12 2 24 1.25 8 24 1.25 . 30 I 2 �. o . � 61 12 __ o i e 2 12 2 .24 1.25 30 J 9 ' 12 1 12 1.5 1a T4 At _•... _ _ ...._ . m n _ . . a w 25 A, 2 2 0 1.25 AI i 10 B , s 915 TYPE IV 42 6.5 61 AN 2 ___ BUILDING 28 10.1 ��12 1:25 30 .+ A, 2 24 , B2 a a, o n ��� _. 8 4 48 1: K T 12 � ! 3 ;Dt _. 1 5 _ B 1 1? L i '12 J----.-1 11 TI R _,. :B2 12 2 24 1.25 30. 82 131 Bt. B2. �:__. 6 _I Ai 12 1 1? 15 18 B2 t2 2 24 1;25 30 HANDICAP HA a : N B 1 9 ? 15 1 A 1 12 APARTMENT _ _ _ .. ... DING N AME 3D BUILDING L 9:25 _�Ir ROOM B2 -12 2 >24 , TYPE a 1 5 1 BZ ei et 82 0 8 I Aif2 1 2 ____,...._.. � 1.25 30. I 2 24 �62 12 1 30 24 25 B 2 2rrr _ ._.. P T 2 Bi 1 B2 12 Z 24 25 1? 1.5 a 1 t2 9 ..__ QTI A � ,.. �- -:-. i 3p i a32 f2 2 24 1.25 - 4 S 4 900 48 10 R BT3 Di 12 4 48 1 �.C.LUBHOUSE � 4 48.1: 48 8: BT 3: D1 a2 ; _ 432 __. _ 792 ._. _.... . _ __ : rWn Re aired - _....:..........: Pa _ _ 992. _ 9 9_ _ _ _ ............. _.._ � _ ; . Parkin �:Provitled 1004 Ius22 FfC aces} 1026. _.._..._ .___ � � �� 9:.:... lP _ SP.:_.: :....... r oover 100 _ TotaIHCRe icederTable2'<SEctionAaZofTAS 20p IuS i focssch 10 , �N.....:..P ...:.... _..._ _ :. � _ - : Totet NCR d 21 _._..- a alta g -..._.. .,......_. .... _:............. _ _ id ._. _. Parking .Provided: 22 .. IHC 9... _.. _ ..__. � _ ' 1� a S - 1 11. zei$ . � ,,.11,° nkAs AOiQ m Af�C :I:D ^� -. .. Name :Bid .T a . .Umt T # of Total i. d l .. #ofUmts B im Umt Bedrooms. r :d ; . A BT Al 12 : 1 .. . __ B2 12 2c. _ ... _... _... _. , 12 24 ; B BTi Al 12 1 f2 B2 12 2 24 6T 1 Ai 12: 1 12 C__..:...:. .. : _ . _. __.. _ 82 12 2 24 _.: . . D ... __.. 8T 2 B1 12 2 24 : B2 12 2 2 d ' _. I _: 12 1 1 2 T� At E _ B I 82 12 - - ,.:.:._.,. : , _- .:. .... BTI Al 12 - ::: - 1 12 _ .. .. 2 2 24 ____ _.:_ _ B2 1 �:: ;: 2 24 G B1 12 _ _ _.. -.._._. . _ . , : 4 . =62 12 2 2 _ :.. -- BTI At 12 1 12 _. . 12 2 24 .. _ _ : =:�. -: : :.. .: .. - : - __..... __ , BT1 Bt 12 2 24 L,,;, ., _ . . 62 Al12 24 _ _ . , . BT 4 Al t2 1 12 B1 12 2 24 B2 12 2 24 :. _.rr , ; _.... ....... ...... 1 12: 4 _ B 3 D __... _ K_.._......... T. _....... . 48 Ai 12 1 12 62 _. 12 2 24 : :.:. : , M..:-: :::. BT i � Al 12 1 13, .. _:...... _ .._....._ , : _. . , 2 24 B2 12 N BTI A 1 12 t 12 62 12 2 24 __ _ ;... ::: ..: 1 ::: .: 1 12 1 A 0...... _. _. BT �: ...._ __....._: i i ����� ���� 62 12 2 . 12 _...... 24 81 12 2 14 P::,,. BT 2 _: . .: 24 __.._... _: 62-66 12. 2 _. _1 12 1 12 BT. i A ,0 .. _._.. _... ,,,, . _... _ , .. ,.._ B2 12 2 : 24 1 R BT 3 D3 12 4 48 -_.. 6...._, S .' BT 3 D1 66.6 6r 12 4 If3 ..._ ... . n fnn Ga: . �itt��i�:t:;t;..,;:''."."""""�� ,, .: �': . . . . . . . . , � � - , E , - l� - = .. t ­­­­­ "I". . , .1,11 .1 I I I I I I � . I Sewer gI'll1­1 FU Water FU Pk11 Water ;Service stet :; Pk Water Water: Demand Water : _ __. Wat@� Line Fire:Line Sewer Line rtiand Demand Fixture I Avg Demand Meter Size tin} "Size:tin) :Fixture Size:{in) ,m'*' m "' Units m" m Size pet MEP .i er:MEP :Units erMEP 1 25 .00 5.11 25 0 :' fO.O D l . __ _ ___ .. 3.75..:.' : ._:95,0 0 23 i 17:75 _ .._ .: 71 1.5 11 2.. ,4 ' .... _._...... ": OD 6 3 _. .__>_„_ 1 25 5,00 Ie'.. 2. .1I150' 10.00 �" 3.75'; 15,60_-",'.;23. .f775 71 15. „ 2 4 :•::30D. .: 6 1.25 5:00: 2.50 10,00 .1zz1 3.75 : .:95.00 . 231 97 5 71 , . , 1 5 ,I,, ,...: 2 ,= 4 ".. " 300 ., ". "f : 2.50... 1o:ao _ ____ _: _ . .. .. .. ..__ 1-i . . , ...... ._ 2 50 ::. . OD 3tl _. C . 5.00 .:, ",:20:00 1I 1I ...;231 '17;75 :' _.. 71 ;-_5:,'..": 1 .d.",`"11360_ : ': 6 0101,25 5. _.. 2.50 10. iia .......... _ :. _ 1I 3.75 .: . _.._ 15,0 0 _23 _ T 5 1 -7 - _. 7 1 1.5 .. _ : 2 4., " __._ _..,...... ..... 300 " _..." -_... 6 1 25 :: 5:PD __.. I. 250 ;i f0:Q0 375.: , . "150 :.,___ 0 23 I 17.75 ..,. 7 1 15 '"2 " 4 ..., 3011 6 2_50:.,-:...10,Q 0. _ 20:0 0 2 7 _.. 2 0 i00: 80 2 ',"':� 2 .: ". . 4 " _ _ _ '360, . • :.. s 125:: .:. 500 1 2.50.x; 00 10._ �� 3.75 _ .: < ' 0 95. 0 _. 3 1 17.75 _ 71_ 1.5 . 2_ d 3 0 ,.,. ,-' 0 "6 50 . 2 ._:. ......... 10- 0 -0 D. _ .. _. 2.50-. 10._ O 0 _ 5.00, . .:"",";96,00 27 2 0 8 0 : .. ,: 4.:. 2 2 : . ,.. " 6 .. ;3fi0 1.25 :: i 2 50 00; 10... _ _... 2.5 D 0.25 D. __.... 1 a.P_: ':"" 16,00 367 24.5 _ .: k98 ;, __. 2 25 4 _ _ _ _ ._ : PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X= 10199085.26 Y= 3553649.78 Elev= 317.13 NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. ---_-p OE +. _ . _.. ,( L --_moi. .. ._.... >...._ _.. €..___. :_.... ...I_...... ....._..... ._.._.:... _..e ... ...__ , ... ......_ _. ..._. ,.. .. ...... .. �": AR TU THREE RASE __. I B _ _..., r 3 t I. 1 _ _.. _ R M x I ( :. . `fR6KIC�f1Rt,A�R. F('1R � � r.._...-.-..�..�._. _ � < r f.__�... i ..... 1 :. r.....:.... i. �:.. f..._. ....., ..,€..,. ..I.... ........_ _. ,.1-. _...... t.. 1. t '. _....... .__ 3 ., _.._. _...._ �.,�..��,-f-,.f..,:,.� __.... .___.. 1=2" 0 COMMUNICATION PULL BOX CURB SIDEWALK FENCE: — s -wL— WATERLINE IINE s-K— WATER `SERVICE E — REMOTE 6as ;FDC WATER METER: RIGHT OF WAY 9 FIRE HYE�RANT --- 6 -SS :=- :SANITARY SEWER SERVICE LINE o SEWER GLEAN OUT _ STORM DRAIN ------------- PUBLIC UTILITY/ACCESS CURB INLET JUNCTION BOX/GRATE: .INLET Pvc ec-- UNDERGROUND ELECTRICAL T.97:9.260.6963 CONDUIT --W to- -- - EXISTING SEWER LINE 2- GAS SERVICE LINE F.979:2M31 564 y� BTU TRANFORME EXISTING WATERLINE D. CoCS TRANSFOR ER EXISTING :PUBLIC UTILITY O CoCS 3'XI. 5' PULL BOX -�C TELECOM— UNDERGROUND COMMUNICATION EASEMENT CONDUIT 0 COMMUNICATION PULL BOX CURB SIDEWALK FENCE: — FI—WE— FIRE LANE RIGHT OF WAY BUILDING MINIMUM SETBACK ------------- PUBLIC UTILITY/ACCESS EASEMENT T.97:9.260.6963 --W to- -- - EXISTING SEWER LINE F.979:2M31 564 EXISTING WATERLINE M FIRM #' F-1443 EXISTING :PUBLIC UTILITY 3204 EARL RUDDER FWY. S. EASEMENT COLLEGE STATION, TX 77845 EXISTING CURB: EXISTING SIDEWALK PLAN &: DESIGN SPECIALISTS N ®� d PAGE MATCH LINE CIVIL ENGINEERING * HYDRAULICS UTILITIES i STREETS HYsrELPLarvSU; PARKING COUNT sueDlvlsloNS www; mitchellartoiino Irgan:com 1i Firm F-1.443 PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET 3 7 3 X- 199085.26 Y- 3553649 78 Elev- 1 :1 ` - NOTES: 1: ALL CURB RADIISHALL BE 2' MEASURED TO BACK OF CURB LEGEND — 8-W— WATERLINE UNLESS SPECIFIED OTHERWISE: 2. SEE SHEET WL -1 :FOR TYPICAL ISLAND DETAIL.:„ 3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED — 2-wi.— WATER SERVICE REMOTE 6 FDC LINE CONTOURS AND 'FINISHED FLOOR ELEVATIONS REFER TO WATER METER > GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE: ---- s -ss =--= FIRE; HYDRANT SANITARY SEWER SERVICE LINE LOT 1. Q Q Z818' BLOCK 1 PLACE FLOOD ;�° �” ZONE' "AE" '-�----,.., , • ° I, stole: r 1 loch 20 feet` 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. Fi. SEE SHEET SP FOR ALL WATER METER SIZES. o -'- �a ,-_ — - - — SEWER CLEAN OUT STORM D RAIN CURB INLET JUNCTION BOX%GRATE _ INLET E STUB UP PROPOSED ELECTRICAL CONDUIT AT PROPOSED POWER POLE - mr — STUD UP PROPOSED M rn-rou"ni rnnlrn 117 AT �,' » ✓, , y _ . _.» ,:' , ,' . w . . ;.. • S r _, . ,y" ,�.�:' :. _ ^• TUB UP PROPOSED _ . : » , <A�'•, ' _ M Ec— D ^ UNDERGROUND ELECTRICAL' CONDUIT GAS SERVICE LINE BTU TRANFORMER C RAN FOR �IER � CST S All :curbs and curb ends designated .as ...... ........ 1 NOTES: firelanes :on plans shall be pointed red! 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB tt 4 with. (four inch) white lettering stating UNLESS SPECIFIED OTHERWISE. _ ,; FIRE LANE—NO PARKING—T_, O.W AWAY " 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. .ZONE Wording 3. ALL CONTOURS SHOWN ARE EXISTIN@-. FOR PROPOSED may not .be spaced for than: CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO, fifteen (15) feet apart: In addition to the ----_-- GRADING PLANS'. _ - 4. ALL PUBLIC UTILITY EASEMENTS (POE) ( ARE PROPOSED ------ =- -------------- ----- - -------------- --- -- ----- _-<=--__, and 18" in height as seen hereon shall be UNLESS SPECIFIED OTHERWISE. t inch120 feet 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATIONFIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. EXISTING PUBLIC UTILITY 8" (eight 'inch hi h red stri e and 4" ( 9 } 9 P EASEMENT (four inch): white lettering may be striped on the surface of the pavement EXISTING CURB behindarkfn p g stalls m .lieu of signage. EXISTING SIDEWALK " LOT 1. BLOCK 1 FLOO • � 2818 PLACE REMOVE 2-2" PVC ELECTRICAL „ ,� �, AE 1, C) 10' PUE_.: FYIS71NG . CONDUIT All :curbs and curb ends designated .as ...... ........ 1 .... .. _ .. ................... COMMUNICATION PULL BOX firelanes :on plans shall be pointed red! CURB tt 4 with. (four inch) white lettering stating SIDEWALK _ ,; FIRE LANE—NO PARKING—T_, O.W AWAY " FENCE .ZONE Wording FIRE LANE may not .be spaced for than: RIGHT OF WAY fifteen (15) feet apart: In addition to the ----_-- BUILDING MINIMUM SETBACK curbs bein' striped, a fire ;lane sign 12" .wide 9 P 9 PUBLIC UTILITY/ ACCESS and 18" in height as seen hereon shall be EASEMENT mounted. at.:each .entrance. * y�- .. EXISTING SEWER LINE - °- EXISTING WATERLINE EXISTING PUBLIC UTILITY 8" (eight 'inch hi h red stri e and 4" ( 9 } 9 P EASEMENT (four inch): white lettering may be striped on the surface of the pavement EXISTING CURB behindarkfn p g stalls m .lieu of signage. EXISTING SIDEWALK PAGE MATCH LINE All :curbs and curb ends designated .as firelanes :on plans shall be pointed red! H . C`: PARKING tt 4 with. (four inch) white lettering stating Note: _ ,; FIRE LANE—NO PARKING—T_, O.W AWAY " Signs made of 3%32" Aluminum . .ZONE Wording With Baked Enome Reflecti5e r may not .be spaced for than: - Finish and Screen -.Printed fifteen (15) feet apart: In addition to the Images.for Durability; : .Colors - Are Blue & White. Refer. to: curbs bein' striped, a fire ;lane sign 12" .wide 9 P 9 Texas Accessibility Standard's y T.979.260.6963 and 18" in height as seen hereon shall be Section 4.30 for Text Sizing. F:979:260:3564 mounted. at.:each .entrance. * M FIRM # F-1443 3204 EARL .RUDDER: FWY.:S. 8" (eight 'inch hi h red stri e and 4" ( 9 } 9 P CO.LLEG.E :STATION; TX 77845 (four inch): white lettering may be striped on the surface of the pavement 1 _ * Use for Van PLAN &: DESIGN SPECWDSTS IN Accessible Handicap ii behindarkfn p g stalls m .lieu of signage. VAN ACCESSIBLE Signs CIVIL ENGINEERING . HYDRAULICS HYDROLOGY' t UTILITIES « STREETS i SITE PLANS » SUBDIVISIONS FIRE LANE NO PARKING TOW AWAY ZONE - i C) PARKING COUNT*FIRE LN* STRIPING 3t, www:.mftchellandmorgan.com 18 x 12;, _ _ _ _ _ _ . 28, Galvanized _4 43 See Ordinance for Steel Sign Post Firm 2F6 115 additional Information E 2 Lbs. Per Ft. OF, o E Install 'Plumb A (E.. TFC ( ) A_ ,.. r L :ate + ... sr r .: TY ,:;..9. _,- 9 . '_ ;:. :::.INLET :.., ' _ .,,,... ,_ ♦ a :. t a r - ,. , .... ... e ♦ i /`' ♦ . e e •+.. • r.. .. -r ♦ . ® r r r > r. r . r r s a. .t - :Cil". o :_ � SII : I , I I I I L �P♦ - ,� / ,. I„ I SEWER SYSTEM ,, o ® , , LF OF 3-4" PVC: -. o '` . _ � , RUNNING: W L w / C FROM PLAT 1 .t.' { i89. , 4 1. .a ♦ , I. . - TELECOM CONDUIT + , X�4.1'/. ..REEK ;G FUTURE. D IVE. w _.. / Ro , , r e.:. .. ,:„.CENTE LINE _ 9 5 .FRONT r�-v. TYP R/ .... . _._ .. , v*' � EXTEN�aION _ ';;�. . .. - - ..� a _-a � +s,. ::.:.i�n ::.. xss � 1 ._..:: �}___� ,._:a �.. _.. :. r.. '. ._- a . .0 P�Z�k�. - __... .�//” _ �. n. _ � .. :. � __ f- i. r. !, -. � -� �.' .� ./'\ i II ICD r'' 0 C� ] R15' (Typ) 11�1171 77 OF 3-4" 77 �: PVC TELECOM; XTYP TT CONDUIT r .. . ...... . ..... l' r 17.31 LF OFI 1-2" PVC 106.61 1. ELECTRICAL CONDUIT =, OF 3-4" 1 minim 7116/--1443 / 11 5 15 . . . . . . . . . . . . . . . . . . . VERONICA:J.B. MORGAN 7769 �RCHI , TECTU" E* DEMAREST ARCHITECTUR IDEMAR , E - ST L.P. ALL RIGHT91RESEPVED HANDICAPPED PARKING 11 ///, / Al T 77 UUFIU[eLUkMirl. U uepin uum) .2" Type B HMAC . .... . Reinforced Match thickness, (Epoxy per TxDot 5016) 6" Base Concrete to existing concrete LSSB 8" LSSB ........... 4 —11 III—IThicConcrete " II—III III=111 — El I IEI I IEEE 9" CEMENT STABILIZED SAND Prepared Subgrode OR LIME STABILIZED SUBGRADE HC SYMBOL DETAI d LL NTS 8' MIN IIS v PER! PLA, N 4 0 Lo 8' MIN CD E CO FILENAME; HC�STRIPING.dwg n STRIPING G DETA LASPHALT .Cam CONNECTION STANDARD CONCRETE SIDEWALK DEVIL RACK DETAIL PLOTTED: So may 2008 9:36 omCONNECT NTS NTS FIL L E ' NAM L E:.connect—exist—Concrete.dwg PLOTTED: 07 Nov 2014 2:13L CONCRETE PA NTS NTS NTS D- Ln HANDICAPPED PARKING 11 ///, / Al T 77 UUFIU[eLUkMirl. U uepin uum) .2" Type B HMAC . .... . Reinforced Match thickness, (Epoxy per TxDot 5016) 6" Base Concrete to existing concrete LSSB 8" LSSB ........... 4 —11 III—IThicConcrete " II—III III=111 — El I IEI I IEEE 9" CEMENT STABILIZED SAND Prepared Subgrode OR LIME STABILIZED SUBGRADE A Earth 9" CEMENT STABILIZED SAND Prepared Subgrode OR LIME STABILIZED SUBGRADE HC SYMBOL DETAI d LL NTS 8' MIN ol PER! PLA, N 4 8' MIN Contraction Joints 0 5' o.c. FILENAME; HC�STRIPING.dwg n STRIPING G DETA LASPHALT TO EXISTING LCONCRETE DMILr CONNECTION STANDARD CONCRETE SIDEWALK DEVIL RACK DETAIL PLOTTED: So may 2008 9:36 omCONNECT NTS NTS FIL L E ' NAM L E:.connect—exist—Concrete.dwg PLOTTED: 07 Nov 2014 2:13L CONCRETE PA NTS NTS NTS M. PM FILENAME:connec"aspholt—conc.dwg PLOTTED: 07 Nov 2014 2:03 pm LEGEND QcW — a -W — WATERLINE =:2 WATER 'SERVICE LINE a- REMOTE 6" .FDCI , WATER METER ' FIRE HYDRANT ---- s -ss ---- :SANITARY SEWER' :SERVICE LINE v .'SEWER 'CLEAN OUT +s :� = STORM DRAIN II fl CD CURElf INLET JUNCTION BOX/GRATE INLET — PVC EC— UNDERGROUND ELECTRICAL CONDUIT 27"s GAS SERVICE LINE T° BTU TRANFORMER 0 cocS TRANSFORMER. CoCS TX5PULL BOX —PVC TELECOM— UNDERGROUND COMMUNICATION. CONDUIT ii QcW ol l II fl CD PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET ` j/1�` 10 X= 10199085.26 Y= 3553649.78 Elev= 317.13 /04 GENERAL CONSTRUCTION NOTES: SITE PLAN NOTES:g�- IParkin o Project: CRIED Apartment Community I g v the exact location of ALL existing 1. Name f , I be the responsibility of the Contractor to verify 1 It shat J P Y 9. All soil .ex osed b construction shall receive cell ose fibe mulch seedin P Y Y 9 ul r P Y 9 2. Legal Description: Lot 1 Block 1 The Cottages of College Station Ph1 :# of Total Rano Parking J 53p underground utilities. Furthermore, the Contractor shall contact all utility company representativ@s a : 10. -Trenches may be left open overnight if properly barricaded. g P • 9 g Bldg Name !Bldg T uoltr a #ofU Whits; BedroomsiRe wired Re wired w. Y P 9 P P Y Address of property: 2365 Market Street A, _ BTI_ I Al minimum of 48 hours in advance of an excavation. - 11 Adjustment of Water Meters Valves Manholes Irrigation Systems, and an other B2" z 1 12 1.5 1a a �� Y 1 9 Y. 1.25 18 _ 9 y 1�: 2 24 , 3: Owner. Crystal Real Estate Development, LLC B BT1 1 At_. Public or Private Utility, etc• are not separate pay items. The Price of the adjustment 15151 Surveyor Road, Suite A B2 Viz_ 1 1z " 1 1.5 a. Contact Di Tess @ 1-800-344-8377 2 24 1.25 30 9 shall be subsidiary to the construction of Sewer Line, Force Main, etc. Addison, Texas 75001 c BT1 Al 1Q Of ....e2 b. Contact Dan Augsburger @ Suddeniink 595-2429 12. The contractor shall coordinate with Suddenlink Communications, CSU, BTU and (972) 934-2525 D �a 2 24- 1.25 30 832 B1 ,4 2 24r 1.25 30 C. Contact Richard Wallace ®Verizon 821-4752 Verizon to adjust the location of existing facilities, if necessary. 4. Engineer: Mitchell &Morgan, L.L.P. B2 i 19 2: 24 1.25 30_.... E BTI Al 71< 1 12 1.5 18 d. Contact Sam Weido @ CSU (ELectricaQ 764-6255 13. The contractor is responsible for traffic control in accordance with TMUTCD. This is 3204 Earl Rudder FWY. S. - - { 82 1 2 24 1.25 30 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 not a separate .pay item. College Station, Texas 77845 F BTI Al 12 1 12 . i 1.5 18 f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 14. Temporary spoil areas will be identified on site .by owner. (979) 260-6963 B2 12 2 z4 - ; 1.251 30 G 13T _ I B1. 1U 2 20 . 1.25 25 g. Contact Greg Burkhalter @ BTU 204--2802 - 15. All rocf and ground -mounted mechanical equipment shall be screened from view 5. Architect: Architecture Demarest i B1 Ansi z` z 4 , 1.5 s 23320 Valdina St. 82 12 2... 24, 1.25 30 or isolated so as not to be visible from any public right-of-way or residential district Dallas, Texas 75207 H BTI I Al 1 1 12 1.5 1a 2. All construction shall be In accordance with the current City of College Station (C.S.) Standard within 150 of the subject lot, measured from a point five feet above grade. Such l 82 i 2_ 2d. 1.z5 30 . (214) 748-6655 I BTz I B1 12 2 24 i 1.25 30 Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and screening shall be coordinated with the building architecture and scale to maintain a 6: Zoning: PDD B2 12 2 24 1.25 30 Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the unified appearance. 7: Existing Use: Vacant i.._ BTa Al 12 1 1z 1.5 18 10 2.,., ?0, 1.25 25 ... Cit Engineer of C.S. All construction shall be coordinated with the Cit ,of C.S. Cit Engineer. 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Proposed Use: Multi -Family B1 ANSI 2 2 a , E 1.5 s" Y 9 Y Y, 9 9 9 9 P Y 3. in lieu of using the construction materials indicated in these plans, the Contractor shall obtain Unified Development Ordinance. The light source shall not project below an opaque 8. Setbacks: Per City of College Station Ordinances I< BT 3 82 it 2 2a- I 1.25 30 D1 12. 4 48 i 1 48 written approval from the Cit Engineer for an `substitution rior to Construction. Requests for changes housin and no fixture shall directly project light horizontally. Fixtures will be mounted 9.' Site Area: 32.488 acres L BTI I Al 12 1 12 1.5 18 { sz.. PP Y 9 Y P q9 Y P J 9 Y • 12 2 24 1.25 30 should include product information and an engineers seal where applicable. The contractor shall be in such a r;anner that the projected cone of light does not cross an property line. 10. Water Demands. See table on this sheet P 9 PP P 1 9 Y P P Y M...... BTL Al 12 1 12 , 1.5 18 11. Sanitary Demands: See table on this sheet - Bz 12 2... . .......24 1....1.25 30 _ financially responsible for the engineers time spent reviewing changes and redesigning based on 17. Contactor shall provide parking ,lot striping In accordance with the layout shown 12. A TIA has been prepared for this site. N BTI Al 1z 1 contractors requests. on this plans. _ P P i B2.. 1z 2 . -z4 - 1.25 _30 O BT 1 A1... 12 1 12 : 1.5 18 4. Trench Safety Requirements shall be in accordance with'O.S.H.A. Standard 29 CFR Part 1926 ' 18. All storm sewer being constructed with this site plan is private. A PORTION OF THIS PROPERTY DOES LIE WITHIN A DESIGNATED FLOOD PLAIN - --- - 1 -- 1 I B2 12 . 2 24 ' i 1.25 30 Subpart P and all federal, state and local regulations. 19. All diniensions are to the back of curb unless otherwise noted. AREA (ZONE "A" -NO BASE FLOOD ELEVATIONS DETERMINED) ACCORDING TO PBT?.. Bi_ 12 .. za 1.25 330 1i z 24. 1.2s5. TRENCHING AND BACKFILLING: All trenching and backfilling`shall conformto the specifications set THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041CO305 F DATED APRIL 02 o BTI 1 Al 0 ..... 12 1 12 ; 1.5 18 out herein.. Testing shall be provided by a certified laboratory,at the Owner's expense, to verify these 2014. i 82.. 12 2 _. 24 . ( 1.25 ........30.. standards. An retesting due to substandard work shall be at the expense of the. Contractor. R BT3 D1 1z a ae. i 1 a8 Y g P S BT 3 j D7 12 4 48 • 1 1 48 SITE DENSITY a3z �sz ssz Structural areas shall Include all sidewalks and shall extend 5 beyond the curb lines of all streets, �......_..:.................... �t ...j.................. . alleys and parking areas. DWELLING UNITS 432 329 4 ACRE 6 , 6. It Is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless DENSITY -432/ . I y5 =13.29 UNITS/ACRE � Parequired 992 g 1 „ . .. king R Parking Provided = 1001 1Plus 21 HC spaces) 1022 SQUARE FOOTAGE GROSS SQUARE FOOTAGE: 368,619 SF Total HC Required per Table 2 Section 4.1.2 of TAS - 20 plus 1 for each 100 over _ .. __. Total HC Required= 21 MUITI-FAMILY: 354,735 SF He Parking Provided - 21 _._ _ otherwise noted. - CLUB HOUSE/LEASING OFFICE: 13,884 SF 8. The Contractor must provide construction staking from the information provide on these plans. 20' REAR f ® BUILDING SETBACK 18" STORM EXISTING 12" SEWER LINE 2818 PLACE. LOT 8_;;n DRAIN (CONSTRUCTED W/ PLAT) SVP 2818 PLACE I.P. i'•. --'"� t? F , X ! 1 yy,. .:...- _.. ....,.. �. ...... ....._,. ....... . :.:... ...:. .... ........... .,:- :.. a ..... . S`S[ -:. .... .. ..: , ...._.... [[ <.. ZONING: P_DDFc t ,- • �- 2818 t PCE DRIVEWAY AY 20, REAR , VAR. WIpH,20 I SETBACK EXISTING 12 SEWER LINE • • ••�•••�• �•M •e••• 000004 1 EP U.E(CONSTRUCTED ! r 11391 129 �FlI-L.-..� , : .._.- , �:.::: ,:, <�. I �: , ., •� : eta. .. .:.:,,._ ,, : � ..:.:. s ,r,. s,- ,.-:_...._. .� , • _._ � ru �__.....,...__ ..(i .. ....., .- - ,' - r A - ��1► , . -" ,' r SIGN � BUILDING P SETBACKnS�PRnP tJ II �* a r>oaa�© s !WL-UAMMS ADORION ® "n E i HARVEY Mn-CHELL PW SOU n' 111r-1 /ITV Md 0 3 CURB NTS STANDARD PARKING BLOCK D -T441 N.T.S. BUILDING LEGEND SQ. FT. BUILDING TYPE I Bt � 82 WATER SERVICE LINE 17,413 AI AI Bz BUILDING TYPE it D3 FIRE HYDRANT 82 20,950 DI DI BUILDING TYPE III ,5 -RSP- Oi Dl + p p cj:� X'', 17,097 m D, BUILDING TYPE IV 92 B] At At AI Ai 0, at Bi B7 28,101 DI BI 2 BI 81 B2 BTU TRANFORMER APARTMENT BUILDING NAME HANDICAP CoCS TRANSFORMER TYPE ROOM CoCS 3'X5' PULL BOX 82 BI 81 B2 - UNDERGROUND COMMUNICATION # v LEGEND - 8 -WL - WATERLINE - 2-wL- WATER SERVICE LINE -s-PDc= REMOTE 6" FDC ® WATER METER mel FIRE HYDRANT - 6 -SS- SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT ,5 -RSP- STORM DRAIN + p p cj:� X'', CURB INLET 1 Cn _Q JUNCTION BOX/GRATE INLET - PVC EC - UNDERGROUND ELECTRICAL CONDUIT 2-rAs- GAS SERVICE LINE eT' BTU TRANFORMER TS CoCS TRANSFORMER Im CoCS 3'X5' PULL BOX -PVC TELECOM- UNDERGROUND COMMUNICATION CONDUIT o COMMUNICATION PULL BOX CURB SIDEWALK X FENCE - ni-E --LANE-- FIRE LANE ii RIGHT OF WAY .......................... BUILDING MINIMUM SETBACK PUBLIC UTILITY/ACCESS EASEMENT EXISTING SEWER LINE --- 8 -YL -- EXISTING WATERLINE EXISTING PUBLIC UTILITY EASEMENT .............. ._................_... _... . EXISTING CURB ...................................... EXISTING SIDEWALK mm PAGE MATCH LINE # v T.979.260.d963 F.979.260.3564 X =J T . FIRM # F 11443 3204 EARL RUDDER, FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES:* STREETS SITE PLANS * SUBDIVISIONS www.mitchellondmorl"gon.com I For Biddinq Purpose Only. These documents ale not intended for constriction or permit purposles. Prepared b Veronica i.;5. r:orcon No. 7:6.89 ARCHITECTURE DEMARES ;C ARCHITECTURE DEMAREST, L.P. ALL RIGHTS RESERVED Q Q) - C-) N O Ov _JC> LL w - o I- + p p cj:� X'', L U) � 1 Cn _Q n `n O cn N ry l I i f I i r ii `l 'coI " J ` II, y� W: a) \ O `i C , V I I i t I� AMR -A ' ` — 8—WL — WATERLINE cuxB PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET ' ' ' X= 10199085.26 Y= 3553649.78 Bov= 317,13 ' ' ' RIGHT OF WAY ' ' ` ' . /| "aMMEMo-WL EXISTING 15. PU[(Vol. ` PUBLIC UTILITY/ACCESS 11391 Pg. 129) STANDARD 5' CURB INLET 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. /-CURB INLET INLET PVC EC UNDERGROUND ELECTR CONDUIT ICAL J. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED EASEMENT ' ` EXISTING FENCE TO ' \TR E] CoCS TRANSFORMER CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO ' �REMAIN UNDERGROUND COMMUNICATION PARKING COUNT --- 1: ' - ' UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN ' ' °°=, �,un ' ' LOT ^� u-�� �� / , uvnuo4nrc ru«vu SCREENING DETALS) 2818 Opzm _ ' OSET TjlPROPOSED/ OUT CLEANMOM "`"'°^E" D FOR It, A^)PR , '' SAND/011 ' ` — 8—WL — WATERLINE cuxB |x�O/|1ES SIDEWALK ' ' FENCE WATER METER . 1. ALL CURB RADII SHALL BE % MEASURED TO BACK OF CURB QI-I FIRE HYDRANT RIGHT OF WAY ' LINE UNLESS 8PEC|RB} OTHERWISE. PUBLIC UTILITY/ACCESS 2-15-ra: STORM DRAIN EASEMENT CURB INLET 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. JUNCTION BOX/GRATE� INLET PVC EC UNDERGROUND ELECTR CONDUIT ICAL J. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED EASEMENT El BTU TRANFORMER EXISTING CURB E] CoCS TRANSFORMER CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO ' PAGE MATCH UNE UNDERGROUND COMMUNICATION PARKING COUNT GRADING PLANS. 1: ' 4, ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED ' UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN ' ' APPROVED COLLEGE STATION FIRE DEPARTMENT KN0X LOCK. ' ' LOT ^� u-�� �� / , � ���»�v��r� � BLOCK 2818 PLACE _ ' ' . PROPOSED FENCE \ - F 1-2" PV( ELECTRICAL rnmni ]IT LEGEND COMMUNICATION PULL BOX — 8—WL — WATERLINE cuxB ------' SIDEWALK ----------' FENCE WATER METER FIRE LANE QI-I FIRE HYDRANT RIGHT OF WAY — 6—SS — SANITARY SEWER SER�ICE LINE El SEWER CLEAN OUT PUBLIC UTILITY/ACCESS 2-15-ra: STORM DRAIN EASEMENT CURB INLET EXISTING SEWER LINE JUNCTION BOX/GRATE� INLET PVC EC UNDERGROUND ELECTR CONDUIT ICAL 2—GAS— GAS SERVICE LINE EASEMENT El BTU TRANFORMER EXISTING CURB E] CoCS TRANSFORMER EXISTING SIDEWALK CoCS 3'X5' PULL BOX PAGE MATCH UNE UNDERGROUND COMMUNICATION PARKING COUNT _pVc CONDUIT 1: Pvc 2- pvc; It EC PRO SED 4.9 92 LF OF ELE CTRICAL RI POSE B 1 - CONDUIT fffl, 101 '11, 1111 ui PRO POSED CLEAN OUT CAL MT ILY.7 TELECOM CONDUIT & 36.04 LF NDUIT ELECTRICAL CO 10 PROPPS BTU TRANSFORMER TELECOM CONDUIT ED ELECTRICAL CONDUIT ANL fi El 81 011 IN Pm Z. FR All cz COMMUNICATION PULL BOX cuxB ------' SIDEWALK ----------' FENCE FIRE LANE RIGHT OF WAY ------_-- BU|U}|Ng MINIMUM SETBACK ------------- PUBLIC UTILITY/ACCESS EASEMENT ---��-s ---' EXISTING SEWER LINE -'-�»-*�--� EXISTING WATERLINE _____________ EXISTING PUBLIC UTILITY EASEMENT ~�~�.......... =~�' EXISTING CURB .......................................................... EXISTING SIDEWALK mmmmmmmm PAGE MATCH UNE m I PARKING COUNT ���/ ��=°�� T.979.2150.62- 3204 EARL RUDDER I FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPEC[ LISTS IN CIVIL ENGINEERING * HYDRAULICS ,� STREETS HYDROLOGY * UTILITIES SITE PLANS * SUBDIVISIONS For Bidding Purposesli Only. These dOCUrner"tS 0" n 0_. intended for construct! or permit purpos s. repared by: No. 71-1659 [il PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X 199085.26 Y= 3553649.78 Elev= 317.13 ' NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. ' 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. 3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO w - GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED -_� UNLESS SPECIFIED OTHERWISE. {F FLOOD scale: 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN ZONE 1 inch = 20 feet APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. LOT 1. BLOCK 1 "AEr, Nlml 2818 PLACE ----------------- NEW FENCE l 1 , e LEGEND COMMUNICATION PULL BOX — S -WL— WATERLINE CURB — 2 -ML — WATER SERVICE LINE SIDEWALK —e -FDC— REMOTE 6" FDC FENCE ® WATER METER FIRE LANE grol FIRE HYDRANT RIGHT OF WAY - -� — 6 -SS SANITARY SEWER SERVICE LINE El SEWER CLEAN OUT PUBLIC UTILITY/ACCESS STORM DRAIN EASEMENT CURB INLET EXISTING SEWER LINE JUNCTION BOX/GRATE INLET — PVC EC — UNDERGROUND ELECTRICAL EXISTING PUBLIC UTILITY CONDUIT EASEMENT 2—GAS-- GAS SERVICE LINE EXISTING CURB er: El BTU TRANFORMER EXISTING SIDEWALK T CoCS TRANSFORMER PAGE MATCH LINE El CoCS 3'X5' PULL BOX PARKING COUNT —PVC TELECOM— UNDERGROUND COMMUNICATION CONDUIT o COMMUNICATION PULL BOX CURB Q SIDEWALK FENCE FIRE LANE RIGHT OF WAY Q) BUILDING MINIMUM SETBACK _____________ PUBLIC UTILITY/ACCESS EASEMENT -- «-�2-ss--- EXISTING SEWER LINE " s wL - - EXISTING WATERLINE ------------- EXISTING PUBLIC UTILITY o Ln EASEMENT - .. EXISTING CURB .. EXISTING SIDEWALK PAGE MATCH LINE WIDTH STORM PARKING COUNT 10' PUE—\ 12.04 LF OF 2-2 PVC ELECTRICAL v' - RCP STORM SEWER a :<a s 4A. .Nr '4 mai a$ WATE METER RAM [-, y m r ' , W n 't .r, /' / a N. ra 1rwe 0 .1i °a , r f . Iv' �"�v �l�'� � d ��� Tom. =4."• o4r'r`.. ': v: .0''.2•p r ro' o' r. •\ -5*, vg ,rii .., �, as WiU I� . , E X.'IrST I N GMEN, ME7, r.BrC.♦ T � r 4yF'g^.. 3-4" PVC (TY P) t -I `�` (TYP) '- SEWER. (TYP) E TELECOM CONDUIT f , m r rp r a pS1D1 d dQ Y,� a :r. � F . .♦ � ,5'° Y•� � F p� a b •`.. ._ A < a¢ C^: r � ° ,. � s'_ A,a 12" STORM - ' p CLEAT - - - DRAIN_ •q�'F.._ FsYr ©COET�� ooll BULDING .D Rj i35z it•# <� 4�i�k r • e'u" °� v / / ':''moi%=''} s'+''`r'x"'a»wr,.r'z ,� Fa,a^£"?,k .,+� -s ''7'•zp£ 'hs•i:.'C;. • 't;: _ r, ��` : h�7• y.� �a4 fist -=.s 42.71 LF OF 2-4r ;, ;�:/€'i ' PVC ELECTRIC- _ , ,. ,�: 4 rs / / 30.85 LF 0 �', t `��,> €fir,. ��r� r�3� �xa�-•°*z :�.°r�r .,a•�2��i r"t <a Roll / `fi•, t. „n,+. s;.:,. :_. .- i4,�d... x.,t.` >.:s, 8 -v- " x`..rsax 3y.. 3 CONDUIT & 45.79 J�W �� � / ai- ������ �� ,.�r� �� ��;�,(���� ��� 2 4 PVC rr KE d�`` �t€�. � i6 R' . �,7,lfiiE,.> "t�� a R ,:a.�.;*�a'•s / / x��.i fi LF OF 2-2 PVC ;'� ,.. '� Eh.' / , : ELECTRICAL MAIR T.979.260.6963 F.979.260.3564 TX. FIR M # F-1443 3204 EARL RUDDER FWY. S DOLLEGE STATION, TX 7784; PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES (1 STREETS SITE PLANS * SUBDIV,ISIONS www.mitchellandmoraan.com For Biddinq Purposes Only. These docurnerts orae r.ot intended for consirlc'ion or permit purposes. Prepared by:: Veronica J.E. ?>ioruor, No. 77 089 RCHITECTURE DE C- ARCHITECTURE DEMA ALL RIGHTS RESER F Q a� Q) d� � c 0U to O 0 CO J o Ln L I L,J _ o WIDTH STORM RANSFOiRMER x P.U.E. SEWER E _~ M•I1 . r• F - t. -y•• Vit.£. y, •:v.R .a _. v".P a Fs _ ..,_.. ... .. .. .. .. =r' oo O o . Z•�n !� Cf)> _ -0 UN Q n v7 F d� VAR. PVC / BTU WIDTH STORM RANSFOiRMER P.U.E. SEWER e�j•s �. c.; ,. m.a r -<...>H: ..} . #. p... M•I1 . r• F - t. -y•• Vit.£. y, •:v.R .a _. v".P a Fs _ ..,_.. ... .. .. .. .. =r' 1-2" PVC �P U) C- 0 0 ry , L.P. PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X= 10199085.26 Y= 3553649.78 Elev= 317.13 All curbs and curb ends designated as 7��.�.. I�IUItJ: firelanes on plans shall be painted red 1. ALL CURB RADII SHALL BE 2' MEASURffp TO BACK OF CURB H.C. PARKING UNLESS SPECIFIED OTHERWISE. with 4" (four inch) white lettering stating 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. Note: 3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO Signs made of 3/32" Aluminum Wording may not be spaced for than GRADING PLANS.. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED ---------011'---------------------------------------------------------------" ' vim, UNLESS SPECIFIED OTHERWISE. TITi , s�aie_ r't t 5. ALL VEHICULAR ACCESS GATES SHALL DE EQUIPPED WITH AN inch = 20 feet APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. & White. Refer to Texas Accessibility Standards and 18” in height (as seen hereon) shall be FIE Section 4.30 for Text Sizing. mounted at each entrance.* age * 8" (eight inch) high red stripe and 4" Mill (four inch) white lettering may be striped on the surface of the pavement * Use for Van Accessible Handicap behind parking stalls in lieu of signage. ' LOT 1. BLOCK 1 2-2" PVC ELECTRICAL ; r` I Q Q p' q 28 1 8 t– L AC E REMOVE 10' PUE EXISTING CONDUIT N \ 117r1r } All curbs and curb ends designated as 7��.�.. firelanes on plans shall be painted red H.C. PARKING with 4" (four inch) white lettering stating Note: "FIRE LANE–NO PARKING–TOW AWAY ZONE" Signs made of 3/32" Aluminum Wording may not be spaced for than With Baked Enamel Reflective Finish and Screen–Printed fifteen (15) feet apart. In addition to the Images for Durability, Colors Are Blue curbs being striped, a fire lane sign 12„ wide & White. Refer to Texas Accessibility Standards and 18” in height (as seen hereon) shall be Section 4.30 for Text Sizing. mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement * Use for Van Accessible Handicap behind parking stalls in lieu of signage. VAN ACCESSIBLE Signs FIRE LANE NO PARKING —TOW AWAY ZONE rn I \V rANNIvti WUNI *FIRE LN* STRIPING 18" x 12" 2$" Galvanized See Ordinance for Steel Sign Post additional Information �-2 Lbs. Per Ft. PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X= 10189085.26 Y= 3553549.78 Elev= 317.13 8 -WL WATERLINE 2 -ML WATER SERVICE LINE CURB C6NNECTEIJ PROPO�ED14t 11 6" WATERLINE! TO Ix EXISTING 8" WATERLINE FENCE XISTAG 8" /ICE LINE WATERLINE STORM DRAIN RIGHT OF WAY CURB INLET JUNCTION BOX/GRATEli INLET - . A CONDUIT 2-W -- GAS SERVICE LINE � ' ^ EXISTING SEWER LINE / a-%',% ~ ` ' Sc"cn NICATION ' EXISTING t01 MAI |- ) . EXISTING 13'PUE EASEMENT (Vol. �) , co Vi PAGE MATCH LINE PARKING COUNT / ! � ' �8 CONNECT '"Y'^~E"" WATERLINE TO EXISTING-\, /_________� CONDUI /' .' ' ' ` RANT � �vESSIGN r QT1 I UP PROPOSED\ \ ICAL AND | *| \ �� . , FRISTING POWER POLE \ \ \ \� . \ AV EATING'. AV ' > �^ E FIR` = , ' WI ,/ ' / o '~NE WATER'� '` -o^COF NOTES:�' . ^` \ /~ ~/ 1 ALL CURB RADII SHALL BE Z MEASURED TO BACK OF CURB ~' '^ ' UNLESS o n^unED OTHERWISE. ( ,/ / ap�u� -_ ���� -� ' ` \ //^ 2 SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. ~� \ /~ ' \ / ^ 3 ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED -' ^`^ /~ ~\ ' / /'' ' CONTOURS AND FINISHED � ���UNG' H0NS REFER TO �r ruou� ���v*n GRA0NC PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS 3PEC|HB} OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH A N / m" �"" �" APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. ` ,, ` ` ` LEGEND 8 -WL WATERLINE 2 -ML WATER SERVICE LINE CURB 6-FDc— REMOTE 6" FDC m WATER METER OPI FIRE HYDRANT FENCE 6 -ss --- SANITARY SEWER SER /ICE LINE SEWER CLEAN OUT STORM DRAIN RIGHT OF WAY CURB INLET JUNCTION BOX/GRATEli INLET PVC EC UNDERGROUND ELECT A CONDUIT 2-W -- GAS SERVICE LINE � u -ss EXISTING SEWER LINE El CoCS TRANSFORMER a-%',% El COCS 3'X5' PULL BO —PVC TELECOM— UNDERGROUND COMM NICATION CONDUIT COMMUNICATION PULL BOX CURB SIDEWALK FENCE FIRE U-j'4E— FIRE LANE RIGHT OF WAY BUILDING MINIMUM SETBACK �EASEMENT � u -ss EXISTING SEWER LINE a-%',% EXISTING WATERLINE EASEMENT CURB Im PAGE MATCH LINE PARKING COUNT COMMUNICATION PULL BOX IN U ( Lb: PHASE L CURB 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB SIDEWALK UNLESS SPECIFIED OTHERWISE. PLAT 1 7 2. SEE SHEET WL -1 FOR TYPICAL ISLAND DETAIL. L/-\ FENCE3. ALL CONTOURS SHOWN ARE EXISTING. FOR PROPOSED -- riRE---LANE--- FIRE LANE 401 CONTOURS AND FINISHED FLOOR ELEVATIONS REFER TO RIGHT OF WAY GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED BUILDING MINIMUM SETBACK UNLESS SPECIFIED OTHERWISE. _____________ PUBLIC UTILITY/ACCESS rE .i 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN - EASEMENT I 1 inch EASEMENT feet i APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. Z: EXISTING SEWER LINE EXISTING WATERLINE EXISTING PUBLIC UTILITY ------------- EASEMENT ........................................................ EXISTING CURB _ EXISTING SIDEWALK w m m m u I m l PAGE MATCH LINE i -LC 8R,4 PARKING COUNT \` lz HANDICAPPED PARKING C� - IDENTIFICATION LOGO TO BE PAINTED ON PAVING HANDICAP SIGN (WHITE LETTERS SYMBOLS - SEE DET. - STRIPES ON BRIGHT BLUE BACKGROUND) Limit of Pavement Concrete 4" WIDE DIAGONAL New Concrete Existing Concrete o for Asphalt Pavement STRIPING @ 24" - #3 Rebar ® 12 Centers o O.C. (WHITE) Edge of Existing Centered Within 4 SURFACE MOUNT Concrete j Pavement (3500 psi) BIKE RACK Proposed Reinforcement HANDICAP See Detail Drill & Epoxy Proposed I Backfill Backfill(„ FTt= t Wood Float Finish -III=111=14' Thlck Concrete X111=111=III-1I 11-III=111_111 - - W. 1I I-1 I I-1 I I I I 11=111=1I I I1=111=III III ill -III -III -I I \-2" CEMENT STABILIZED SAND \--Prepared Subgrade OR LIME STABILIZED SUBGRADE Contraction Joints ® 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL 11 21-cJ11 HC SYMBOL DETAIL NTS FILENAME: HC—STRIPING.dwg PLOTTED: 30 May 2008 — 9:36 am SYMBOL a PER PLAN 8' MIN `IP/NG DETAIL NTS 11 ■ Reinforcement into Existing 1 " Type D HMAC Concrete (Min. 9" Depth Drill) 2" Type B HMAC Reinforced Match thickness (Epoxy per TxDot 5016) 6" Base Concrete to existing concrete 8 " LSSB 6 LSSB \N IV Earth rth a. CONNECT TO EXISTING CONCRETE DETAIL ASPHALT CONNECTION To CONCRETE PAVEMENT NTS FILENAME: connect—exist—Concrete.dwg NTS PLOTTED: 07 Nov 2014 — 2:13 pm FILENAME: connec—asphalt—conc.dwg PLOTTED: 07 Nov 2014 — 2:03 pm Wood Float Finish -III=111=14' Thlck Concrete X111=111=III-1I 11-III=111_111 - - W. 1I I-1 I I-1 I I I I 11=111=1I I I1=111=III III ill -III -III -I I \-2" CEMENT STABILIZED SAND \--Prepared Subgrade OR LIME STABILIZED SUBGRADE Contraction Joints ® 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL 11 21-cJ11 HC SYMBOL DETAIL NTS FILENAME: HC—STRIPING.dwg PLOTTED: 30 May 2008 — 9:36 am SYMBOL a PER PLAN 8' MIN `IP/NG DETAIL NTS 11 ■ PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET %;txg. ( I - r i - — - — _. . • t , " i ' {`..' r ._ __ - �3R+sDF'gfF r+i$ _ .F f .�.,. - _ `u ON CUR WATERLIN CURB &: I .............................. { a : -%^ 'I r`r t. VARIABLE i. RAMPS WIDTH P.U.E. >� , , .y " . 7 _ ®.:..,; FIRELANE (VOL 11391 15 SIDE / SIGN #. ; I IL /PG129) / I m , .o f '�,y EXISTING 15'',PUE, PAS & STREET r: I 3 LANDSCAPE EASEMENT; (Vol. //SETBACK L-------- —--------� —.—_ . . _ ~` _ _ .11270 Pg. -216) _� f EXISTING R25' -' ` -''„' .CONNECT,PROPOSED 6” % RAMP m ... R19 �1SETBACkT WATERLINE,TO EXISTING �\ I 3 �.; . n 12 WA EfLINE IM=Zt` a i IM=ZI na iY • a. ,1 M� 1k' lM—Zt; lM-ZT IM-Zt I; lM t IM=Zt ` REMOVE.' EX. . EXISTING 12 I CONCRETE — — — — — W,'� T E:RLINE ''., ✓ f � EXISTING PAVEMENT ,. ,r .. ,g';: r c • - r f� ; ' Y e WATER VALVES : R:5«..,� ` •c ;` r. .t'-EXISTIW 6'*S! EWAL�t" EW -CURB s r ,. r REMOVE EXISTING PAVEMENT EI y.w _.._.. _ w - _. �_�--. _ _._._ _._.................... ......:........._ ..................... _ . FROM BACK OF CURB FOR PROPOSED MATCH EXISTING I I NEW CURB LINE AND POUR EXISTING CURB INLET , I I NEW SIDEWALK AND RAMP RAMP. SIDEWALK � ( I— — — — — — - — MIMI i COTTAGE LANE i f 60' ROW LEGEND COMMUNICATION PULL BOX — 8—WL — WATERLINE CURB -- z-w�— WATER SERVICE LINE SIDEWALK —e -FDO— REMOTE 6" FDC FENCE ® WATER METER FIRE LANE 01.1 FIRE HYDRANT RIGHT OF WAY -- 6 -SS -'--- SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT PUBLIC UTILITY/ACCESS =35-7c ,5 RSP _ STORM DRAIN EASEMENT CURB INLET EXISTING SEWER LINE p❑ JUNCTION BOX/GRATE It LET ------------- EXISTING PUBLIC UTILITY — PVC EC — UNDERGROUND ELECTRICI L CONDUIT EXISTING CURB 2-w-- GAS SERVICE LINE EXISTING SIDEWALK E3T BTU TRANFORMER PAGE MATCH LINE T CoCS TRANSFORMER PARKING COUNT G CoCS 3'X5' PULL BOX —PVC TELECOM— UNDERGROUND COMMUNI ATION CONDUIT o COMMUNICATION PULL BOX CURB SIDEWALK FENCE --lrE--traE— FIRE LANE RIGHT OF WAY BUILDING MINIMUM SETBACK --------- --- PUBLIC UTILITY/ACCESS EASEMENT EXISTING SEWER LINE EXISTING WATERLINE ------------- EXISTING PUBLIC UTILITY EASEMENT - ---- ---- EXISTING CURB EXISTING SIDEWALK PAGE MATCH LINE Q PARKING COUNT i PROJECT BENCHMARK: SQUARE CUT ON STORM DRAIN INLET X= 10199085.26 Y= 3553649.78 Elev= 317.13 WATER AND SEWER DEMANDS GENERAL CONSTRUCTIION NaTES_ A Vg 1. It shall be Ahe responsibility of the Contractor to verif the exact loca tion of ALL is stin A FU Water PU ::PVT p �xf q underground utilitil6s, Furthermore, the Contractor shall contact all utility y EA ater Company r !:Pk VVatet. Waiei� Demand, We epresentatives a minimum of 48 hours in advance of any excavation. PARKING CALCULATIONS of r: � ­::::� 68 SITE PLAIN NMM :Total ::.Deman emand, Deffl on xtus Avg I.. Name of Project: CRED Apartment Community g. Name: Bldg Type Unit Type 4.61' Units.�Bdzm/Unit :Bedrooms t� dli-�; �Agprnr* . . ....... . Units 11 Parking opin!!�:�;!�: 191 b Contact bi Tess 0 1-800�344-8377 .2. Legal Description: Lot 1, Block 1 The Cottanes ,f Calls a Station Phl A BTJ 125 �501`1 At 12 1 12 120 0 Cc ntact Dan Augsburger .0 Suddenlink 595-24.29 Address of property: 2365 Market Street 3. Owner Crystal Real Estate Development, LLC 0. Contact Richard Wallace 0 Venzon 821-4752 15151 -Surveyor Road, Suite A d. Contact Sam Weldo 0 CSU (ElLe.ctri.cal) 764-0255 Addison, Taxes 75001 is. Contact Butch. Allis 0 C9U (Wote�/Wostawoter) 764-316,60 (972) 934-2525 f. Contact Luis Cisneros 0 Atmos -Gas (G4s) 229-462.7 4. Engineer: Mitchell A Morgan, L.L.P. 3204 Earl Rudder FWY. S. Contact Greg Burkhalter 0 BTU 204�2,802 College Station, Texas 77845 10.00 (979) 260-6963 All construction s I hall be in accordance with the. current City a . f College Station, .(C.S.) S . tondard Specif . icat I ions for St I reet Construction, B/CS Unified Technical 5. Architect: Architecture Demorest 2320 Voldina St. Specifications, Water and Sewer and Generals. 2012, and BCS Unified Design Details. All inspection *shall be performed by the staff of the Ci ity Engineer of C.S. All Dallas, Texas 75207 construction shelf be coordinated :with the City of C.S. City Engineer.. (214) 748-6655 Z. In lieu of using th e constr uction materials indicated in these plans, the Contractor sha 11 ebtain :wri itten approval from the City Engineer for any.substitution prior to Zoning: POD 70 Existing Use: Vacant -Construe I tion. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the Proposed Us": Multi -Family engineers time spent reviewing changes and redesigning based on contractors requests. 8. Setbacks: Per City of College Station Ordinances ith O.S.HA :Stand rd 29 CFR Part. 4. Trench Safety Requirements, shall be in accordance wi 1926 Subport P and all federal. state and local regulations. , 9. Site Area: 32 88 ocres .4 10. Water Demands: See table on this sheet 5.1 TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein., Testing shall be provided by a certfied laboratory, at I 11. Sanitary Demands: See:table on this sheet the Owner's. expense, to verify these standards. Any retesting due to substandard w ork shall be :at the expense of the Contractor. Structural areas shall include all 12. A TIA has been prepared for this site. sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 13. water Meter Sizes: See table on this sheet 6. It is the responsibility of the contractor to. comply with all State and Federal Regulations regarding construction acti iti IV � les near energized overhead power lines. A PORTION OF THIS PROPERTY DOES LIE WITHIN A DESIGNATED FLOOD PLAIN , AREA (ZONE Additionally. the contractor shall coordinate all proposed work and procedures :with the City of CfS. Electrical Division, Af, -NO BASE FLOOD ELEVATIONS DETERMINED) ACCORDING TO THE F.I.R.M. MAPSj 7. All materials & labor :not Adentified as a Separate Bid 'Item shall be considered subsidiary to the item in which it is used. All materials and equi;)ment shall be both COMMUNITY PANEL NO.- 48041CO305 F, DATED APRIL .02, W4. furnished and iinstalled unless otherwise noted. 42'-6.5" 8., The .,Contractor must provide construction staking :from the information provide on these plans BI BI All soil exposed by construction, shall receive cellulose fibermulch seeding, SITE CIENSRY Trenches me be left open overnight if properly borri y icaded. DWELLING UN03-432 Adjustment of. Water Meters, , Valves. Manholes, Irrigation . Systems, and I any other Public or Private Utility. e tc.. ore riot separate pay items. The Price of the DENSr[Y-432/37.49 ACRE -1329 UNrrS/ACRE adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc., BT11. 12. The contractor shall coordinate with Suddenlink Gomm unicotion s, CSU, BTU and Verlizon t o. adjust the location of existing faciliftes,. if necessary. SQUARE R=AQF �.1 3. *The contractor is responsibi e for traffic control in accordance with TMUTCD. This Is not a sepa . r I ate pay item. GROSS SQUARE FOOTAGE 35&619 SF MUM -FAMILY.- 354.735 SIF 14. Temporary spoil areas will be identifi ied on site by owner., CLUB HOUSE/LEASING OFFICE 1304 SF 15. All roof and ground-mpunted mechanical equipment shall be screened from view or �isolated so as not to be visible from any public right-of-way or residential BT district within .150' of the subject lot, :measured, from a. point, five feet above grade. Such screening shall be coordinated :with the building architecture and scale to 12 .maintain a unified appearance E] BUILDING LEGEND SQ. FT. HEIGHT Water 1.5 Service B2 12 2 BUILDING TYPE 1 250 :�3.75 1060 15-00 231 10.00 17 413 401-111 ;]N 6T 1, Al A �Iy�.un T I ,`#6tUnits�Bdnn1UnIt BUILDING, TYPE 11 125 12 1.5 20,950 411-911 . . . . . .. . . . . . housing and no :fixture, shall directly project lig ht . horizontally- Fixtures will be, :mounted. in such a :manner that the projected cone of light does not cross any property lin 6. �BUI LDING TYPE 111 at' 17,097 40'- 11. 6 'T BUILDING E 1v :24 Al At T71F." f I,--? 28,101 42'-6.5" BI BI B2 . ... ... .. .. parking equ red �_992 APARTMENT BUILDING NAME HANDICAP TYPE BT11. ROOM 12 132 81 91 82 1.25 5_013 BT Al 82 12 CLUBHOUSE E] 4,900 48'-10" 16. Exterior Building end site lighting will meet the standards of Section 71.1 of the Unified Development Ordinance. The light source shall n at project below an opaque 131cid hame :Bld P6 #of lowl Ratto Parking U it�Ty 1.1pe BedrOMS Required,Rewired Water 1.5 Service B2 12 2 u TOTA L�, 250 :�3.75 1060 15-00 231 10.00 1 7� 75 :Der MEP ;]N 6T 1, Al A �Iy�.un T I ,`#6tUnits�Bdnn1UnIt 1200 125 12 1.5 18, . . . . . .. . . . . . housing and no :fixture, shall directly project lig ht . horizontally- Fixtures will be, :mounted. in such a :manner that the projected cone of light does not cross any property lin 6. 17. -Contractor sholl provide parkiing lot striping Jn accord once wit, h. the layout shown on these plans. . ..... . . ... .. TOTAL 12 5.00, :24 2400 10.0 0 82 12 . ... ... .. .. parking equ red �_992 .1.25. 39 BT11. A 12 _7 12 120 0 - J. 1.25 5_013 BT Al 82 12 1 2 1200 UT 1 Al 12 12 ........... erwi a nq, provided, 993 (plu s M IwIC spate s) 1017 19. A] I dimensions are to the.baek of curb unless oth :noted. 20. Contractor shall :coordinate with BTU to adjust guy wires as shown,. Expense of relocation of guy wires by owner "FOR PROPOSED PUBLIC UTILITY EASEMENT .. ............. .. . . ..... ....... ... . . . . . .. .... .. . . TotalHCRequireciperTable2 Section 4. 1. 2 of T.A S 20 plus for ew h 100 over 1000 112 2 2 go 2.50 llowaol :iaao 15.00 231 ;-i:;:l 7,75 BT 2 61 132 .12 24 24 Z50 30 21. Contractor shall :coordinate with BTU location of all new power poles to be s t. Expense of 611 new power po les by BTU. Total H,C Require 21 22. Contractor is responsible for cost & installation of all ele ctrical conduit for CSU service area. INFORMATION SEE PARTIAL SITE PLAN SHEET** .......... HC parking Provided 2 4 -TOTA I 3.75� 15 .12 231 24 2466 2.�O ]�� ! :�; J: ...... T I A 1 12 1 12 ....... 1.5 1B BT 1 At 12 7 12 1200::- 12 5�OOL EIT I Al 12 L) UT 2 B2 �12 2 :24 . . ...... . ........ . and contractor is. responsible -for installation. L L L 62 12 2 24 240 L 2 j4 20' REAR BUILDING SETBACK EXISTING 12" SEWER LINE q STORM B 1 12 2 ........ ­L'LL 24 1,25 30 Tot AL .00 15 231 1 T,4 T0 L ­ 1715 1 0 ::i7r 231 7 75 E --ffT L B2 12 2 . ............. 24 1 . ; 30 Dr: BT 2 B1 L .12 2 24 2400 2'5Q L L I A 1 B2 12 2 12 24 1;5 1.25 18 30 62 12 2 -24 2 50 1 00 L OT I Al 12 1 12 1.5 18 . ... .. TOTAL 5.00 "': :L 20 .0 �31 17.75 82 1;25 3or E B IL T Al 12 12 1200 1 26L:�� 5 00' DT2 F 2 2 1.25 25 B2 2 2 �4 J]i 10.00 B1 ANS 2 4 1;5 f) TOTALL 16.00 31 1 7J5 82 12 2 24 1.25 30 BT Al 12 1 12 120 0 BT I A 1 12 1 12 1.5 1 18 . .. ... . ..... . .... 82 12 :24 2 10.0 0 132 .12 r 2 :24 1�25 30 TOTALL.. 15.00 �231 17.751 L r B 1 12 2 24 1 25 30 G BT 2 BI 12 2 24r L 2400 2,50 1 0_0 0: BT 4 82 A 1 12 12 2 ....... . 1 .... 2 4 '1 .25 30 B2 12 2 24 24 00 2' 10 L B1 10 2 12 20 1 :5 1 ;25 18 25r To tA L r 5. OQ 20 do 274 L 20 . . . ...... ­ L L B 1 A NS 1 2 2 4 r 1'5 6 PT 1 1 1 L . Al . r I I r' I L L 12 ;­ I I . 1 12 12 0 0 .1 25L L" -r rr 00 132 12 2 24. 1� 25 .... .. ...... . 30 132 'L . . ..... L 12 2 OLL" 240 2 50, r IO.00L K . . . .. ...... n 1 . ... 12 . ... 4 ........ 48 L 1 48 46TA L 1 5 00 r 231 17.75 L UT I A 1 12 1 12 1.5 18 BT 2 :12 2 24 240 0 2 50 L 10 00 82 12 2 24 125: 30 . . ... . ...... E32 2 24 :2400 r L j:]4 2.50 BT I A 1 12 1.5 le TOTAL:r" '5. 00 20.00 '14 2 24 125 3or J BT 4 A 1 .12 1 12 r r 120 0 25 5 0 BT A I 12 1 12 1;5 18 12 2 1. 2400 2-50 1 O�O 0 .......... 6� 24 1,25 30 B2 2 00 2L50': 10 b 0 0 13T I A 1 12 . ...... . r B 2 12 -.2 :12 i 24 1 5 1 5 18 30� TOTA L x: 6.26r 25.00 67 r j. 24. 5 P BT 2 B1 12 2 24 .2 1.25 30 K ST 3 DI 12 4 0 r 48 0 5.00 20 ODL L 12 24 1-25, 30 370 TA L 5;00 20. 00 3. 17.5 BT 1 Al ... 12 . . . .... L 2 BT I At :12 1 12 r,, 120 1.25LL LL 'r 5 Oar 82 12 2 25. 3 0:. B2 ;12 2 L 24. 1 O'D 0 L R r OT 3. DI 12 . 4 ........ .. . 4B I 48 --7-712 TOTA L 3.7511 3 L' 1 7-75 L:L:: S BT 3 DI 12 All BT 1 :12 1200 26 ............ 5.00 11 L::L 16. Exterior Building end site lighting will meet the standards of Section 71.1 of the Unified Development Ordinance. The light source shall n at project below an opaque ........ ... ... . ... . ... . . ... . ... Water 1.5 Service 14 :Fire Line Sievver 24 u TOTA L�, 250 :�3.75 1060 15-00 231 S ize p r MEP 1 7� 75 :Der MEP ;]N 6T 1, Al 12 . .. . .. ..... J 0 d 12 1200 125 00 �,J6 2 . . . . . .. . . . . . housing and no :fixture, shall directly project lig ht . horizontally- Fixtures will be, :mounted. in such a :manner that the projected cone of light does not cross any property lin 6. 17. -Contractor sholl provide parkiing lot striping Jn accord once wit, h. the layout shown on these plans. . ..... . . ... .. B2 12 2 :24 2400 10.0 0 18. All storm sewer being Constructed with this site plan Is private. . ... ... .. .. parking equ red �_992 TOTA 3 75 15;00 31 BT Al 82 12 1 2 1200 .25, �::i 5-00 ........... erwi a nq, provided, 993 (plu s M IwIC spate s) 1017 19. A] I dimensions are to the.baek of curb unless oth :noted. 20. Contractor shall :coordinate with BTU to adjust guy wires as shown,. Expense of relocation of guy wires by owner "FOR PROPOSED PUBLIC UTILITY EASEMENT .. ............. .. . . ..... ....... ... . . . . . .. .... .. . . TotalHCRequireciperTable2 Section 4. 1. 2 of T.A S 20 plus for ew h 100 over 1000 :12 2 24 7 _OTA L� 2 :iaao 15.00 231 ;-i:;:l 7,75 BT 2 61 :12 2 24 2400 Z50 10.00 21. Contractor shall :coordinate with BTU location of all new power poles to be s t. Expense of 611 new power po les by BTU. Total H,C Require 21 22. Contractor is responsible for cost & installation of all ele ctrical conduit for CSU service area. INFORMATION SEE PARTIAL SITE PLAN SHEET** .......... HC parking Provided 2 4 B2 .12 2 24 2466 2.�O ]�� ! :�; J: ; mob .23. Contractor is responsible for cost installation of all secondary Conduit in BTU service 1erritory. BTU Will provide electrical conduit for all primary conduit TOTAL: 5.00 20.00 20 EIT I Al 12 1 12 125 6 00; and contractor is. responsible -for installation. B2 2 j4 20' REAR BUILDING SETBACK EXISTING 12" SEWER LINE q STORM 01111111,111 A CM Arw_ I fff Tot AL .00 15 231 1 BT 3 D1 .12 4 .48 : i I � . %;�j � 480 0 5 00 t_ od ......... TOTA 'Jn 00 3 ::i7r 1.5 Sawa r Water 1.5 Service Water Ll ne :Fire Line Sievver Line. 1%] eter Size (in) Size jin) IFIxture Size lin) S ize p r MEP :per MEP Units :Der MEP 1.5 4::;�i�:�;J�300 z:;: 1.5 (U; JOD 2 2, 6 0 . .. . .. ..... J 0 d T.979.260116963 F.979.260al.3564 J$ �! TX. FIRM r,. F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION,ii TX 7784-� PLAN DESIGN SPECIALISTS IN 11 CIVIL ENGINEERING mll I HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS WWW.Mttchellandm::Organ.com OF 6/11/15 ........... . ............................ .......... VERONICA JJ3. �ORGAN .......... ........ ....... 77689 le 0 G1 4 DRAIN (CONSTRUCTED W/ PLAT) BT.3 DI 12 48 001. ,20 00 � -,x E _480 0 :19,201.00 BW 2818 PLACE LP. 70T 20."00 x X 1� IF A L,'­:� 5.00 2 3 �:t. 70 ..4 360-"' T1 -19200.00 Clubhouse PROPOSED q ZONING: PW 1�25. 6: b ZU 1 1.5 4 300 -Al TOTAI 14400 Oo 20' REAR PROPOSED 281 8 PLACE DRIVEWAY ComIpactor #1 1 .25; 5 OWER POLE`­�t ...... ....... . J PROPOSED 15 �10 ;51 "2011 ... /-BUILDING :,SETBACK POWER POLE -.0, . .... Conilpact6ir 92 :2.5 _10 VAR., WID 111 3 F 1-25 5 3Y OTHERS) - , � �;��: " � , , � I I,. �, 1 �,: if', I t I ERS) POWER POLE 1 -26: J �771 Maintenance: Bldg. 1.5 U E. 51"IyXi6%, (by OTH X (11113 9 1 /,f 2 9 (BY OTHERS) J, 4 NRCHITECTUR JA!N E ARCHITECTURE DE 24 EXISTING 12" WER IMP SIG 20' REAR PROPOSED P V!, WATERLINE -51;- 7, Nt UCTED, W ALL RIGHTS RE ."s I UL<m - -TRASH 3-ON$TRJ BUILDING SETBACK 2" STORM ......... EC EXISTIN3 FENCE TO < �'DRAI N. I r7:,` DRAIN P -SS //e 2�"l P V C' E 20 REMAIN IN PLACE 7 3!7 !T7 ell L-0 <t 20 N 'MOOR Alm. V) :Jji �r. 2-^;F pVC W - 0 ZZ 2, PVC E, EL� COND-11 C) A QSE ENT' 23' t rkl, M, tj ............ 10 ZJ11DE tTkft CD ............ ....... 18 P\ .......... BUILDING` 511% 2 ..... I ................ A, Qk�' PRIVATE r- L � 11 1 le ... a.... 7,7F Ze Q) FA� E E N� 7N.", D �tTQ 4V Ica # IRAINAGE ]' ­�,�f ' 13- --EV - - - - - - tAZ:l t M t N I f UNAII40 41 (1-01 -1,9/25�) ft 46F -ELECTRI LI N t�f, ip EA$EM q F n C4 ORIVI e, t -7 f (5812/28 3) -�7 7,`�'--_ ��L l' _'TRAS )SEDr 0 QRAN 1 6N�­ N # NQ -S-TOR ------ IN 111 rILDING 'F 0 B el; w", -AbV ­­ Z �:.: : -, : - ­ Ir I Z "W �­ 18. D " ' r' :' " ' - " _1,., _ r ' ! :," � RAI N H it ALL I Y, a, I N ;v E X I S T1 N 6 AND PIP.E D &ENTI d . . .... A, WIN C) 7 . r I , I I -,. ` . M;JP_ % : . PbND 45' PUBLIC > UTILITY ti I Q)KM NL 24 -SD a t an - N,�f��jj �Z! ­ ; AREA A " J� EASEMENT -:W �!,41 Tub INUNDATED (9�04/1 6) A '100 12- 12 % q t 12-55 -YEAR f 4 THE 100 A PRIVATE % N E W% SURFACE ELDIATION \7 )RM 26' LJM/A -STORM E DRAIN OURING 20' 3NVI EXISI NG 0 U111117y, 40 _jN '1 3 A, 15 P U _:_� -- --------- OUTLE (BEST CEN EASEMENT A DRAINAGE )13lf253) r_ 1�8,n -, 18' ER (5419/11 1A, :(1C EASEMENT AVAILABLE IIN f SIrr 4" &ORM, A EE b e, R01 ELEC -ING "12" FOR j�WAT 4 15' 51 EXIST 0 77 UTILITY 0 X 41 � I -EhER' LINE' re WAf V CONDUIT EASEMENT I > WID;111 E ItTIN6 <--(ItQNSTR0CTkb P U E _'ICE ION POND 'I "S MV "I l ' , 1 0 �9/1 48 (11270/ S (684 ry ECi 1, 4B4� BUILDING UILDING D W/ 'PLAT ; f , , " \ , EXISTING 7302/220)' &J DUI 100 YEAk W T CHANNEL N �W 8" StDEWALK tb 'ET -7 :DURING 'CLOGGED' LINE BDILDING'�SETBAci<, 5' SID� STRE SURFACE ELEV/Allurj.,�,_ R 0 "Z­� T %8" STbRM t OUTLET CbNDI I 0,N,',) 71 J EET�S,P DRAIN -! - � � �' 0! tj SUILDING H J 4, Z t Alf t w6� EWED FOR UITI M, SEWER--�� Nb 14, IN JrI L��SERVICE APPINVA :;1201 4i' f r 10 lm�klt_ 1, PLIANCE 1'00,* YEAR' i __ECTRIqA B1 kETAININ�,, �R tj 'EVE L 9, % VATE T WALL, PRIVATE :)�ON,D 59,;_ 71 EAE om IN I DURING _Frt of 7VATION NAGE "i g EMEN;,O* S H A t �) I a. It .141", -11%v CONDITIO buTLETl BUILDING 4 4 Ilk g`l MR f IEN 14 EAA K I N NS g AINAGE, DRAIN HEA7WALL ILDING 'R EXISTING STORM I LDING, A V P ANLI w1wl­ ��,23 , , , ! EXIST �9 5`0 IN r I % ;Ze. '40 pV 7, �I� �1! C IIEC� NDLIl I ��577 77�aa!77 f'. 'FIRE EAN5 Alk I NE Lr9e. NJ*. LANE V! 381A'�3 V1 3aI_3­ JNVI t ,EXISTING, 101" INI� INV I W I- LINE C' t); 'R E < 00.77 1 - I r 1�1 ­ -i ''1 6 SE ER 'I , EL �CONDU SEMET, 2 IN E T E IF .. h ^q E L'. I r , \ ", L ­ , L, 1 11 , �� r NE FIRE LANE F LLA N 8 _ANE A: 1 Inch 60 W __7 �41 8 -WL is %�L­ U IT wL 12 qS _E Fill FVU E� j 4 __T 8' SIDEWALK ---- NEW NE��. OlIlO, Oliew - � LEGEND r 2 Nr:, '2b,, > WATERLINE lgr 4EC", _7_ NEW 8' �/W; PROPOSED. IDEWALK _,7 Z W 'UY WIRES WATER SERVICE LINE L L r I L PROPOS 2-M (BY OTHER E GUY WIRES THE E G -FDC REMOTE 6" FDC _7. SIDE -4:'IRE N1, 1ILDING ifs T LANE M 9 LDL M WATER METER BUI SETBACK ES L.P. ly EX. FIRE HYDRANT COUE(;E STA DESIGN F. H ZONING: PDD NCRETE 6 -SS SANITARY SEWER SERVICE LINE Nc Co SEWER CLEAN OUT al V A, cn 15' SIDE STORM DRAIN STREET Id. rq,, 7� rJ I L " - "'I I I I 1 8 - M CURB INLET SETBACK JUNCTION BOX/GRATE INLET __J No. 1-3 Nil PVC C E UNDERGROUND ELECTRICAL IrIL Wril 1PU= Ur, %AAWLL%P_ f7 AT CONDUIT _2 --GAS_ 4 1> 6 A > r GAS SERVICE LINE blAIRM FKWtM1Z LP* S)r KWM Mffa*XL - SWIM No. FHs (Lo t __t BTU TRANFORMER PW ca ion J ANSFORMER 26 CoCS 3'X5 PULL BOX NEW 8' SIDEWALKL 0 CoCS TR R BENCHMARK 7\ 0199085.26 _pVC TELECOM UNDERGROUND COMMUNICATION ire W 24" 8 N: 1 > (min EX. i'E-3553649.78 Drill and Epoxy # 4 Bars , , 0 ELEC _17 CONDUIT g. X 9" Lon Top of Bar MUSt CONCRETE _d_0 CiU T Z: 3 17.13 C3 3- 0 COMMUNICATION PULL BOX CURB SIDEWALK ........... '�'&Wo PSI:00n'o NEW 'B'* S I D EVALK x- FEN k 2011MM.Irw CE be flUsh :with top of block. #4 Bats 0 15" O.C.E.W. _7 -A rum, -Lmw- FIRE LANE X bgradle, RIGHT OF WAY GE I 12* SITE FT. Stabilized Su A\_1 ........ R DUCED) 0 15' FRONT BUILDING MINIMUM SETBACK R U1 ED EX. SIDEV-1 :,A 20-TIAG E. LAN[ PUBLIC UTILITY/ACCESS 1 5 O.0 EASEMENT I L 7#4 Bars :0 -STAAMRD CONCRETE PAW -A&W DETAIL 7 60' R.O.W.. I S.. L_ I L FOR I NTS STAND4RD N EXISTING SEWER LINE 7YPE 3 CURB IRMO At /� IAINI ........ . ......... EXISTING WATERLINE BLOCK DETAIL NTS 04;101110� (P1111V lull 1,11ril?; If N.T.S. EXISTING PUBLIC UTILITY 0+3 _J 015 EASEMENT 4 EXISTING CURB Cot, EX ISWNG 1S I D FWALK 111CIN17YAfAP ED Vl­� Dr PLAT FIL L.P. (U; 2 2, 6 T.979.260116963 F.979.260al.3564 J$ �! TX. FIRM r,. F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION,ii TX 7784-� PLAN DESIGN SPECIALISTS IN 11 CIVIL ENGINEERING mll I HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS WWW.Mttchellandm::Organ.com OF 6/11/15 ........... . ............................ .......... VERONICA JJ3. �ORGAN .......... ........ ....... 77689 le 0 G1 4 DRAIN (CONSTRUCTED W/ PLAT) BT.3 DI 12 48 001. ,20 00 � -,x E _480 0 :19,201.00 BW 2818 PLACE LP. 70T 20."00 x X 1� IF A L,'­:� 5.00 2 3 �:t. 70 ..4 360-"' T1 -19200.00 Clubhouse PROPOSED q ZONING: PW 1�25. 6: b ZU 1 1.5 4 300 -Al TOTAI 14400 Oo 20' REAR PROPOSED 281 8 PLACE DRIVEWAY ComIpactor #1 1 .25; 5 OWER POLE`­�t ...... ....... . J PROPOSED 15 �10 ;51 "2011 ... /-BUILDING :,SETBACK POWER POLE -.0, . .... Conilpact6ir 92 :2.5 _10 VAR., WID 111 3 F 1-25 5 3Y OTHERS) - , � �;��: " � , , � I I,. �, 1 �,: if', I t I ERS) POWER POLE 1 -26: J �771 Maintenance: Bldg. 1.5 U E. 51"IyXi6%, (by OTH X (11113 9 1 /,f 2 9 (BY OTHERS) J, 4 NRCHITECTUR JA!N E ARCHITECTURE DE 24 EXISTING 12" WER IMP SIG 20' REAR PROPOSED P V!, WATERLINE -51;- 7, Nt UCTED, W ALL RIGHTS RE ."s I UL<m - -TRASH 3-ON$TRJ BUILDING SETBACK 2" STORM ......... EC EXISTIN3 FENCE TO < �'DRAI N. I r7:,` DRAIN P -SS //e 2�"l P V C' E 20 REMAIN IN PLACE 7 3!7 !T7 ell L-0 <t 20 N 'MOOR Alm. V) :Jji �r. 2-^;F pVC W - 0 ZZ 2, PVC E, EL� COND-11 C) A QSE ENT' 23' t rkl, M, tj ............ 10 ZJ11DE tTkft CD ............ ....... 18 P\ .......... BUILDING` 511% 2 ..... I ................ A, Qk�' PRIVATE r- L � 11 1 le ... a.... 7,7F Ze Q) FA� E E N� 7N.", D �tTQ 4V Ica # IRAINAGE ]' ­�,�f ' 13- --EV - - - - - - tAZ:l t M t N I f UNAII40 41 (1-01 -1,9/25�) ft 46F -ELECTRI LI N t�f, ip EA$EM q F n C4 ORIVI e, t -7 f (5812/28 3) -�7 7,`�'--_ ��L l' _'TRAS )SEDr 0 QRAN 1 6N�­ N # NQ -S-TOR ------ IN 111 rILDING 'F 0 B el; w", -AbV ­­ Z �:.: : -, : - ­ Ir I Z "W �­ 18. D " ' r' :' " ' - " _1,., _ r ' ! :," � RAI N H it ALL I Y, a, I N ;v E X I S T1 N 6 AND PIP.E D &ENTI d . . .... A, WIN C) 7 . r I , I I -,. ` . M;JP_ % : . PbND 45' PUBLIC > UTILITY ti I Q)KM NL 24 -SD a t an - N,�f��jj �Z! ­ ; AREA A " J� EASEMENT -:W �!,41 Tub INUNDATED (9�04/1 6) A '100 12- 12 % q t 12-55 -YEAR f 4 THE 100 A PRIVATE % N E W% SURFACE ELDIATION \7 )RM 26' LJM/A -STORM E DRAIN OURING 20' 3NVI EXISI NG 0 U111117y, 40 _jN '1 3 A, 15 P U _:_� -- --------- OUTLE (BEST CEN EASEMENT A DRAINAGE )13lf253) r_ 1�8,n -, 18' ER (5419/11 1A, :(1C EASEMENT AVAILABLE IIN f SIrr 4" &ORM, A EE b e, R01 ELEC -ING "12" FOR j�WAT 4 15' 51 EXIST 0 77 UTILITY 0 X 41 � I -EhER' LINE' re WAf V CONDUIT EASEMENT I > WID;111 E ItTIN6 <--(ItQNSTR0CTkb P U E _'ICE ION POND 'I "S MV "I l ' , 1 0 �9/1 48 (11270/ S (684 ry ECi 1, 4B4� BUILDING UILDING D W/ 'PLAT ; f , , " \ , EXISTING 7302/220)' &J DUI 100 YEAk W T CHANNEL N �W 8" StDEWALK tb 'ET -7 :DURING 'CLOGGED' LINE BDILDING'�SETBAci<, 5' SID� STRE SURFACE ELEV/Allurj.,�,_ R 0 "Z­� T %8" STbRM t OUTLET CbNDI I 0,N,',) 71 J EET�S,P DRAIN -! - � � �' 0! tj SUILDING H J 4, Z t Alf t w6� EWED FOR UITI M, SEWER--�� Nb 14, IN JrI L��SERVICE APPINVA :;1201 4i' f r 10 lm�klt_ 1, PLIANCE 1'00,* YEAR' i __ECTRIqA B1 kETAININ�,, �R tj 'EVE L 9, % VATE T WALL, PRIVATE :)�ON,D 59,;_ 71 EAE om IN I DURING _Frt of 7VATION NAGE "i g EMEN;,O* S H A t �) I a. It .141", -11%v CONDITIO buTLETl BUILDING 4 4 Ilk g`l MR f IEN 14 EAA K I N NS g AINAGE, DRAIN HEA7WALL ILDING 'R EXISTING STORM I LDING, A V P ANLI w1wl­ ��,23 , , , ! EXIST �9 5`0 IN r I % ;Ze. '40 pV 7, �I� �1! C IIEC� NDLIl I ��577 77�aa!77 f'. 'FIRE EAN5 Alk I NE Lr9e. NJ*. LANE V! 381A'�3 V1 3aI_3­ JNVI t ,EXISTING, 101" INI� INV I W I- LINE C' t); 'R E < 00.77 1 - I r 1�1 ­ -i ''1 6 SE ER 'I , EL �CONDU SEMET, 2 IN E T E IF .. h ^q E L'. I r , \ ", L ­ , L, 1 11 , �� r NE FIRE LANE F LLA N 8 _ANE A: 1 Inch 60 W __7 �41 8 -WL is %�L­ U IT wL 12 qS _E Fill FVU E� j 4 __T 8' SIDEWALK ---- NEW NE��. OlIlO, Oliew - � LEGEND r 2 Nr:, '2b,, > WATERLINE lgr 4EC", _7_ NEW 8' �/W; PROPOSED. IDEWALK _,7 Z W 'UY WIRES WATER SERVICE LINE L L r I L PROPOS 2-M (BY OTHER E GUY WIRES THE E G -FDC REMOTE 6" FDC _7. SIDE -4:'IRE N1, 1ILDING ifs T LANE M 9 LDL M WATER METER BUI SETBACK ES L.P. ly EX. FIRE HYDRANT COUE(;E STA DESIGN F. H ZONING: PDD NCRETE 6 -SS SANITARY SEWER SERVICE LINE Nc Co SEWER CLEAN OUT al V A, cn 15' SIDE STORM DRAIN STREET Id. rq,, 7� rJ I L " - "'I I I I 1 8 - M CURB INLET SETBACK JUNCTION BOX/GRATE INLET __J No. 1-3 Nil PVC C E UNDERGROUND ELECTRICAL IrIL Wril 1PU= Ur, %AAWLL%P_ f7 AT CONDUIT _2 --GAS_ 4 1> 6 A > r GAS SERVICE LINE blAIRM FKWtM1Z LP* S)r KWM Mffa*XL - SWIM No. FHs (Lo t __t BTU TRANFORMER PW ca ion J ANSFORMER 26 CoCS 3'X5 PULL BOX NEW 8' SIDEWALKL 0 CoCS TR R BENCHMARK 7\ 0199085.26 _pVC TELECOM UNDERGROUND COMMUNICATION ire W 24" 8 N: 1 > (min EX. i'E-3553649.78 Drill and Epoxy # 4 Bars , , 0 ELEC _17 CONDUIT g. X 9" Lon Top of Bar MUSt CONCRETE _d_0 CiU T Z: 3 17.13 C3 3- 0 COMMUNICATION PULL BOX CURB SIDEWALK ........... '�'&Wo PSI:00n'o NEW 'B'* S I D EVALK x- FEN k 2011MM.Irw CE be flUsh :with top of block. #4 Bats 0 15" O.C.E.W. _7 -A rum, -Lmw- FIRE LANE X bgradle, RIGHT OF WAY GE I 12* SITE FT. Stabilized Su A\_1 ........ R DUCED) 0 15' FRONT BUILDING MINIMUM SETBACK R U1 ED EX. SIDEV-1 :,A 20-TIAG E. LAN[ PUBLIC UTILITY/ACCESS 1 5 O.0 EASEMENT I L 7#4 Bars :0 -STAAMRD CONCRETE PAW -A&W DETAIL 7 60' R.O.W.. I S.. L_ I L FOR I NTS STAND4RD N EXISTING SEWER LINE 7YPE 3 CURB IRMO At /� IAINI ........ . ......... EXISTING WATERLINE BLOCK DETAIL NTS 04;101110� (P1111V lull 1,11ril?; If N.T.S. EXISTING PUBLIC UTILITY 0+3 _J 015 EASEMENT 4 EXISTING CURB Cot, EX ISWNG 1S I D FWALK 111CIN17YAfAP ED Vl­� Dr PLAT FIL L.P. (U; 2, 6 . .. . .. ..... J 0 d 2 �,J6 2 6 T.979.260116963 F.979.260al.3564 J$ �! TX. FIRM r,. F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION,ii TX 7784-� PLAN DESIGN SPECIALISTS IN 11 CIVIL ENGINEERING mll I HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS WWW.Mttchellandm::Organ.com OF 6/11/15 ........... . ............................ .......... VERONICA JJ3. �ORGAN .......... ........ ....... 77689 le 0 G1 4 DRAIN (CONSTRUCTED W/ PLAT) BT.3 DI 12 48 001. ,20 00 � -,x E _480 0 :19,201.00 BW 2818 PLACE LP. 70T 20."00 x X 1� IF A L,'­:� 5.00 2 3 �:t. 70 ..4 360-"' T1 -19200.00 Clubhouse PROPOSED q ZONING: PW 1�25. 6: b ZU 1 1.5 4 300 -Al TOTAI 14400 Oo 20' REAR PROPOSED 281 8 PLACE DRIVEWAY ComIpactor #1 1 .25; 5 OWER POLE`­�t ...... ....... . J PROPOSED 15 �10 ;51 "2011 ... /-BUILDING :,SETBACK POWER POLE -.0, . .... Conilpact6ir 92 :2.5 _10 VAR., WID 111 3 F 1-25 5 3Y OTHERS) - , � �;��: " � , , � I I,. �, 1 �,: if', I t I ERS) POWER POLE 1 -26: J �771 Maintenance: Bldg. 1.5 U E. 51"IyXi6%, (by OTH X (11113 9 1 /,f 2 9 (BY OTHERS) J, 4 NRCHITECTUR JA!N E ARCHITECTURE DE 24 EXISTING 12" WER IMP SIG 20' REAR PROPOSED P V!, WATERLINE -51;- 7, Nt UCTED, W ALL RIGHTS RE ."s I UL<m - -TRASH 3-ON$TRJ BUILDING SETBACK 2" STORM ......... EC EXISTIN3 FENCE TO < �'DRAI N. I r7:,` DRAIN P -SS //e 2�"l P V C' E 20 REMAIN IN PLACE 7 3!7 !T7 ell L-0 <t 20 N 'MOOR Alm. V) :Jji �r. 2-^;F pVC W - 0 ZZ 2, PVC E, EL� COND-11 C) A QSE ENT' 23' t rkl, M, tj ............ 10 ZJ11DE tTkft CD ............ ....... 18 P\ .......... BUILDING` 511% 2 ..... I ................ A, Qk�' PRIVATE r- L � 11 1 le ... a.... 7,7F Ze Q) FA� E E N� 7N.", D �tTQ 4V Ica # IRAINAGE ]' ­�,�f ' 13- --EV - - - - - - tAZ:l t M t N I f UNAII40 41 (1-01 -1,9/25�) ft 46F -ELECTRI LI N t�f, ip EA$EM q F n C4 ORIVI e, t -7 f (5812/28 3) -�7 7,`�'--_ ��L l' _'TRAS )SEDr 0 QRAN 1 6N�­ N # NQ -S-TOR ------ IN 111 rILDING 'F 0 B el; w", -AbV ­­ Z �:.: : -, : - ­ Ir I Z "W �­ 18. D " ' r' :' " ' - " _1,., _ r ' ! :," � RAI N H it ALL I Y, a, I N ;v E X I S T1 N 6 AND PIP.E D &ENTI d . . .... A, WIN C) 7 . r I , I I -,. ` . M;JP_ % : . 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(TY P)'n >f N . . . . . . ... ... . 12 4M plot C3 COMMUNICATION PULL -BOX- CURB SIDEWALK FEN0 '11RE LANE HT2 10 WAY r INIMUM AC, ------------- PUBLIC UTILITY/ACCESS., EASEMENT EXjST,,IN_,GS:EWER: LINE E'ASTIN' RIL �3 'WATEF EXISTING PUBLIC UTILITY ,EASEMENT EXISTIN'a, -C,,U:RBi EXISTIRG, �SQEWALK 9 ZMN' PAQE MATCH LINE T. 979.2 60.6,96 3 F �,g 7 9 t,2 6 G. 3-5,64 'Tk FIRM -#� F-1443 3A4, , RL AU,bDIER FWY. 5 COLL,F,G� STATION, TX 7784E PIANA PESM "SPECLAMS IN CIVIL ENGINEERING ?� HYDRAULICS OYDR010=1 - UTILITIES 4!; STREETS opt puma - sooblvooma F E S-TO'F ,nmyi ROPOSED kGE CL. E4kM�ENT 61 1 'REVIEWE FOR 5� COMPLI C E AUG:� 5 20 C 0 L L E G;,- j -,JN N SM21-019-9c)OM 0S I , '. ��il Zr I 1�� N SM21-019-9c)OM 0S I , '. ��il Zr I 1�� PROJECT BENCHMARK:. SQUARE CUT ON. STORM DRAIN INLET X= -19,9085.26 Y= 355*3649�78 Elev- 317.1.3 NOTES. LEGEND WE R LfN E 1. ALL CURB RADII SHALL BE 2' TO BACK OF 'CURB UNLESS SPECIFIED OTHERWISE. 2 -ft WATER SER ICE LINE EET WL�t FOR TYPIQAL. ISLANQ�,QETAIL 2. -SEE SH RFMOT -3, ALL CONTOURS� SHOWN ARE EXISTING., FOR PROPOSED, 'WATER METER [QN CONTOURS.AND FINISHED FLOOR ELEV.T S REFER TO _A GRADING. PLANS.. 6 -ss �SANITARY $,EWER SERVI UNLESS SPECIFIED OTHERWISE. FIRE HY0 A�T 4. ALL, PUBLIC UTILITY EASEMENTS (PUE), ARE PROPOsm FLOOD, Scale: i;;H 5. ALLVEFAWLAR ACCESS: GATES SHALL .8L �*QUIPPLD WITH AN SEWER UEAN OU 1 inch 20 APP'ROVED:.CO.LLEGE STATION FIRE D'EPWRTIVItNT KNOX LOCK. �STORM DRAIN ZONE LOT 1 BLOCK 1 "AE" 6. SEE SHEET :SP FOR ALL WATER METERI:SIZES. CURB IN LET 2-818 PLACE JUNcTj1O 111. ATE, PVC EC U.NDFRG; UN5 EL ECTR' CONDUIT -GAS -SERVICE LINE STUB UP PROPOSED FORMER�: ELECTRICAL CONDUIT AT ED BTU TRAN ED COCS TRANSFORMER PROPOSEDPOWERIPOLE STUB UP PROPOSED STUB UPPROPOSED ..... ELECTRICAL. CONDUIT AT COCS 3'.0 PULL Box 'ELECTRICAL CONDUIT AT 4__ I -_ __.— CF QPOSEQ POW POWER POLE UNDERGROUND commu PR �p ER 02� _PVC TELECOM— 'PROPOSED CONDUIT X-�77, 2-J2 g_ PVC Et - 'L, U4, it, 7�. ........... R7 -------------- a, RAMP� ,8) c, �po 145.66 LF OF 1�-2", RIC, L 'PVC ELECT, CONDUIT g MRIM413 PVC ELECTRICAL] 210,11 CONDUIT WATER METER g �PVC ELECTRICAL. 0 N D U I T111 m `U I LD N G H, % E Of 7 gg ta C7. 0 qu FO Fo J 00 0— I'e .7 3 F 141rd I F01 0,, 0 FO Fo E "T I NG' loo F-01 R 0 Ni IN ggam'� -T t\::l T I n N, I T'/ RISEN FO 0 F01 11 FO V4011201-M&I Mosmallffiffill 77573 1 H.V(; TELECOM CONDUIT 3-4" PVC TELECOM CONDUIT I j AP B �U I LD,t_�N G E! z, �qi 0 FO S — —2 LINE I INLET IV2 PUE C3 COMMUNICATION PULL �BOXK �J ,CURB d, SIDEWALK- '�'Vz FENC E. -Fum—�We- 11RE LANE C �MOHT' dr:w,,Y, , '' I I A. -CONDUITT :50ILDIW1 MI'NfMUM SETBACK ------- :PU..'L.'C UTILFYACCE� COND ENSER EXI$TING SEWER:;L(NE XIST, NG AN, .,LIN TLR E z EXISTINQ ReUCI:UTILITY P. AbpE­ F-01 0 FO 61 FC 3 F01 rO FC 110 F0 EXI$,TING,SIDEWALK` 0- FQ 0 P E MAT AG 'LINE, D. �N __ I I g MRIM413 PVC ELECTRICAL] 210,11 CONDUIT WATER METER g �PVC ELECTRICAL. 0 N D U I T111 m `U I LD N G H, % E Of 7 gg ta C7. 0 qu FO Fo J 00 0— I'e .7 3 F 141rd I F01 0,, 0 FO Fo E "T I NG' loo F-01 R 0 Ni IN ggam'� -T t\::l T I n N, I T'/ RISEN FO 0 F01 11 FO V4011201-M&I Mosmallffiffill 77573 1 H.V(; TELECOM CONDUIT 3-4" PVC TELECOM CONDUIT I j AP B �U I LD,t_�N G E! z, �qi 0 FO S — —2 LINE I INLET IV2 PUE C3 COMMUNICATION PULL �BOXK ,CURB d, SIDEWALK- '�'Vz FENC E. -Fum—�We- 11RE LANE C �MOHT' dr:w,,Y, , '' I I A. -CONDUITT :50ILDIW1 MI'NfMUM SETBACK ------- :PU..'L.'C UTILFYACCE� :EASEMENT EXI$TING SEWER:;L(NE XIST, NG AN, .,LIN TLR E EXISTINQ ReUCI:UTILITY EASEMENT 61 'EXISTIW' CURB EXI$,TING,SIDEWALK` 0- FQ 0 P E MAT AG 'LINE, 00 PARKNGI:COONT F01 0 FLI F010 . . . . . . . . . . . ... rO FO 0101 A m I I I Iffle. I FDC "ULEAR- S*-, :X V, u Fol F0 F0 P0 00 , M 'i'll ,,ggg g rgumg RIO g% 0 ag MYSRI. N W2707_1;000 'T Mo �M` u I LD I N G 42.7! LF OF �!-4�,' 18,8, 0, :.67 LF OF PVC ELECTRIC: 1 pvc CONDUIT & 45-70, ELEGI RIO CONDUIT LF OF 2�2" PV BE TELECOM CONDUIT :BTU -1 -10", F0_ 100 FO 0 0 FO 10 0 RANSFORMER tT Z, 2�, Om' t d, '�'Vz 2 C E C -CONDUITT VAR w 61 2-4." PVC� Om' t ELECTRICAL 24, 1 -CONDUITT VAR w 61 P U.E_ V 0- FQ 0 FC1 0 00 Om' t 24, 1 _V� j, P 61 0- FQ 0 FC1 0 00 PROJECT BENCHMARK:, SQUARE CUT 04 STORM DRAIN INLET X:= 1:01;99.085i2'6 Y= 3553645. 78 Elev_� 317J3 ­ . I I I I , I � I I 11 , I I., -1 I'd 0 � I , * I I I I Fj I I 1. NOTES:. T. ALL CURB I RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. I 1 2. SEE I SHEET WL -1 FOR TYPICAL ISLAND DETAIL. I ALL CONTOURS :SHOWN ARE .EXISTING.. FOR PROPOSED: . I I CO I NTOURS AND FINISHED FLOOR ELEVATIONS REFER TO GRADING: PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUll) ARE PROPOSED , I UNLESS WISE. 5i; ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. SHEET WATER METER SIZES. LOT 1. BLOCK I 2818 PLACE I I LEGEND, I I , a-wL— I WATERLINE I I I -- z -a — I WATER SERVICE. LINE I I _84M— REMOTE 6" FDC I M WATER METER (Do FIRE HYDRANT I -­ 6 -ss ­ � . SANITARY SEWER SERVICE LINE IS SEWER CLEAN OUT I I - s-= I -,------ STORM DRAIN' I I 1 I C& CURB INLET 7 1 1 I : KJUNCTION BOX/GRATE INLET I — PVC EC — UNDERGROUND .ELECTRICAL , CONDUIT I I —1-m— GAS SERVICE LINE 11 I I . EEI BTU TRANFORMER I I 0CoCS ITRANSFORMER , I I O' CoCS 3'X5' PULL BOX I . -PVC TEI FCOM- I UNDERGROUND COMMUNICATION if-nKimi HT M COMMUNICATION PULLBOX I I I I � CURB V L. SIDEWALK - FENCE - noz, — u),,,,,i - FIRE LANE �- RIGHT OF WAY -11.1-11--l-- - - ­­- BUILDING MINIMUM I SETBACK ------------- PUBLIC UTILITY/ACCESS -0 EASEMENT --­i2.-ss-­­ EXISTING SEWER LINE _.1--- 6-4L --,---- EXISTING WATERLINE --- ------- EXISTING :PUBLIC UTILITY , EASEMENT ­ EXISTING CURB -..1.1_.-1-..._.._.-_- ................ .. EXISTING SIDEWALK IN IN 01 IN IN EN 001 I PAGE MATCH LINE 6 PARKING COUNT DESIGNATED] I ­ � All bi*rbp ':and curb ends designated as firelones an plans shall be pointed red 11 I I with 4" (four inch). white lettering stating :"FIRE LANE -NO PARKING -TOW AWAY ZONE" , ,Wording rindy not be spaced for than Wording ­ - . fifteen �(11 -5.). feet apart. In addition to the cisirb.0 biaing striped, a fire lane sign 12" wide and: 18." in height (0s seen e mounted at each entrance.* * 81 1# ('eight inch) high red stripe and 4" (.four inch} h). white lettering may be , striped on the surface, 'of the pavement behind parking stalls in lieu of signage. - m FIRE [ANE — NO -IJV;. PARKING AWAY ZON= 18" x 12" i � ,*FIRE LN* STRIPING : .� See, Ordinance for additional Information I I . I , \ � I , . , ­ , , % 11� , ­ ------ ­�.,., . ',,.,� N I, I" �__,�,�� .r lKh, LAIN h, MUIN — - I , 174A 1 A A I r OF 2-_')" PV � , � ", \ I 11 * U�se, -f,6 r. Yon qcessibfeHandicap VAN ACCESSIBLE Signs I I � j, I I I I ! j 11 � I � I I I I , 2I ­ 1. 31, Galvanized . : .. 8 I I : . : Steel .-Sign Post 1: ­ ' C. � 2 Lbs. Per Ft., C il � �: . I . � I i _ LA ­ :1 ,,---'(,! s�tqll. P. , .) � E � _ , t4iljhy � � . -1 � .. Bags of rry -2.;Ba I A,— . - ,„ � I 1, I � __ - ", __ , I - I - - - - , % 4 I I [ ELECTRICAL CONDUIT I , I_ I � � , I ,. .- __6*_-., I I I �, . � 1'� . , , , "I" i I : I Finish urd,d'd I I ,� - ,�, \ I ­ h 0 ; T - , \ ; -6 � I � I , I ­ I �, EXISTING, �,_ 1___� _Ikl�, llb__�__ I I , FENCE TO �. I I I � � �� 1_1,�, 10' PUE / ,.7 I y * 4 I , I j" I - -7 _ � - - � " , 1� I � _ ew __ ' -\ \ ,\ \ , �, "I', 4. 4 1 I � I , , _ : , I - ,.� 'I, z",': I � _�­:---- 77­!!�""""""­ — ' ,REMAIN I � 1, I - -, I " - I . �, 1, I � I I I - """""`�_ I _W_ � , 1, I , �� - _1 ­�11 . -, ,�_ I PVC , , --- - ___-7,�----­-­x- - I `1\ \1 �� 1.., 1k , ", : I �,. I IMI ___ '_ � �_, I "e" , ': , 11 ,e­_*�; A . : .\ de, , A 4 tip , ,_ , , ii, PV __----4- 2- 2'%. _PVi6� ' '>"­Z� ---- - ­�,o __ ��_�__;.� 1� I \ 4/ � � - I , � ", 4 ,. I . : ,t 11 .s, �2 1 , EC11 \ r' I , I ,� � I IE C _­"`— 2-'2 " PVC E C � ------!!__ _____ I"- �_�k I , I I I � I I I �, I ,-:"." , ". 1, ".., �. ". : � I _ , - �_�­ _!,� � , .� X--.—. - I-- � ft. � _ ' ., �� " "., ," I ,.. � ­ I , 1, 'r� _L- —, I"I , 2- 2" .-x_-__-._ , ,!. � . \,-" � . � " I Y ",�/­, �:�, 11 , � - "' I � �, � EX. UTILITY � ��_ . : , e�l �� �, PVC EC_--�2��2" ' � � , -.1 ........... 11 ., I . I -, .. � , A I ,", . , %, , ­-­�- , ­&,­ -­�__ __�_ __ , I PVC EC ­_ , 11 ­­­ ... �__ � . ...... I,'----\ 11�!,_ , . I.. I " I , It . .- 11N 1, I I 1',If . .. � .". 1,,I,Ill�,,�Ill ,� , I , -1 1. I 1. .1 � , � I it I I ,, 11 I . __ "— ­-_�_ , 1 2- 2'� PVC EC �N '%­­_:._____k�,, � , I � . . PEDESTAL. I , I .""'U"', 11 :; . , e 1.1, _. , ,_ . �. 1, .1 - 'r I . � "/ / _4 . -4 . I , , ,20' REAR. ­_�--2-,2" P �, '�_ - _� x I_ I - � � . , I � , , ,-- V C E C � -_ � . � � , I " , , — -k,.-,., _7�, _ %, �, � - , I /',�," 1, "I - . I.,..\ , , — -- — —_ I 1_17� ". , . i I � ,- I ;,_ �, i, 11 ", I . I I it " 1. \ 11 - - Z PVC Ej� - ,, �2 �� ,,, r 1. , I_ , I , I -� / �2, 1. : : , " _�.��: I ., I . � . 11 � 11N � I .io, �� ! , I " � I �.♦1�, , , . � ii 11% ' L\--\-- 7- C E C: � . I EXISTING ,,�, ,♦ 4 �: SETBACK I 1, , -", I I I I ­_ . `�� - ­ I 11-1 - I . I � 11�1'7, ­�-__ D;��W&TION. OF , , - . I 1. : e I I . \ 1 . , T f , 1. I. - 4 111. �'.'. � :0 I � - I � — I— — --- ` ,� I �._ '.. � ,. :, , I � I , " ., " "i,� t, � -Al 0 , I 1-1 ­— — _,AP_P F - 1 4 _�,� I . .. I ­ I VE :� "_� � " " ­.... I I I .1 , 11 ' ­=±= - IN , RHEQ S� �,;� : I ­' :. I 11 � 6-1.- ­_ � -.11�,r ..... N, _,� �. tnr . . I � , I . x" I I , , , 'a I ,. - ­­_ .... . 1, _& , WATER MAIN 'LINES z t � 11 , I i, 11.14 - , I 11.1. �" � , : ,'_-/�i-, .. P',;�,,.�,,, 11 1 I , , -::7 ,­,,\' �: ELECTRIC , - 1, I . I 11 T . 11.< � , I . - , , i: , "I , , I I , ` 'i �, , , I I I � � , �_, I I . t_�_�,_. � - ` 4" , - ( � % "I I , , .11", ...... ,�.�.. . - I I �. I.. , I I. � I I ­ . '�� - PfA . ,­�, �, � � -, � 11 . I � " - I ­..­__­'% I % (1,8 I., D, \ I �,�_ I O'� , .1 \,, 1. 0 ,,, , , " , AN, ,'� J-,, \ _\1. - 1 �, �. i, I � I � 1 . ....... ... ­_­ - -114t, , , .1 I A a 1� , I , ­­­ ... _ " , IN: : , �� - -11 � .___,_,___ I -1 I ..... ­­­­ I . , t � " ­ . - ­ ,_ \. I 0 P 4 g I � , � % ,11, � , * _ .- __ ... __ __-, , � �11 'I, , I /. \ /. - . - �' ';�, '�- : . , � � I , �. ", � I , -�, �� ..... I I 11 di 1: t � 1, � I � � I ". �� '11� I''� ,:7 - �/, , , a � A , �, \ \, , \ I -1 , � .: : I � 11 - � I �, 't . . ­ -/ I I I I I � � ,; , � / " . , I " . , , , X. -1- I I `,�. - - _: I ­­ , ,� � 0 1 , E I � � w " I i, - I � a , , \ \� � �. � � �, I _ 1� \'� I I ,�, I I '" " , I � � i � % % \ \ , , I . , I 0 , � i ." , _ "I \ \1 . '. . . "I "I - I - " 14,_ .1 .2.! � ii, " i I ��_ 1, \ \ \1 - , 11 41 A I :1 a : I � � .,- - I I.", \ \ I , _. ­_ 11�1 - "I, , ': - - � I a J2 I I . 1_� a 11 , - - - , " - � ., " % �,� . " 1.� I 1, I t� , �� I I ".�INSTALLATION . i I 0 ,i � : .�� I , 11 \, . , N � " I I �SIGN I _N�=i� ­ 1. � I __ 1�\ I- � �, " 1'5; -SIDE 'ste& on I 8-footr ­� , , � �,,�, , . - �, - - -, I . ,, � "', , 11 a I I I .1. ­ ,_ " . , 1. signs half �bd pb : -long 2-i3/W" outside � " I , �,,, \ \ , 1� All 811 ,� 0 1 1 I., - , 4: a : � I '� 11� _', I , 1,ti��, % . ­ - , , - \ \ I I ­'.: �_�,­� - ': x� -P � STREET ,,- I I - �. . I _ . :1 Signposts � 1, I. : 0 , , i � � � � 1� I I 11�� - i� \ 11 �_ , 11 STREET" L! "o, diameter GdIvani2ed 'Steel Pipe Sig p i "th-f '-' I I , , I , --\-1-,w4\, � - -1 � � ,/ .1 \, 1: I ,, SETBACK ,- , n I .. 11 . I.., I 1. I 1 _ .p � a #IqigK 'two I I o ­ � . 1. i 1 $ Ib , , , " �_ , , � �,. I %.." K / 06 linear foot. The signposts h 'll �e pto6d zo % � � , I I � 1, 1, _,, ., 11, i, I , \, �,� - - � " � ,'�,, ­;, 11 � I " \ , , , P '. q I e.r 11 r foot. These _ 010. _ places! _ I a �, I I 11 , I 1, - - 0� 1 1 \111, .1 �� ,'�, , � , I �, I el -I murr of; 2�5' to 3;0� feet "the ground; A hole at least I I , I -_ I � . `� , I . - e, I � mini, I . I 11 11 I I .. ..... :. I .I I . least I t , � �, 1. I , \1 I , minima:. -1 I 1 ­ I 11 ,ot into I �\ \ I ,�� I � . I � - � if , � , " � I I of - . - - - 11 , . I I �, " . I . I I 4C) , I \ \ .. , �� , I -,� �1, I I �, I \ �400l ,in diameter , hW] be dug :or dr fed a rn I - � , � , , ­ I �. I � o I - one . �s minim imum , �� � `1z I .. .n. . . 's i, � - � - _ W �_ - - - -,- $ t I I �� I � � , �, t�� V') , \ I " I I � I ` R ­ �, ­_� ,-0 - I � I , I - " I I I.." �4 _,1. 1, 11.�.. I I I �, 1 :. - signpost ,sh - 11 be placed I - , i -1 -\. , �: � � 1� , I three �3, feet in depth. Tha .a,'' I llI I 0 1". -1 - ­ a ,, - 'I" � I I I I i I , .1 � I 1. I . . . . � ': I �, , ,_,: I I . I , .11 \ , I ;i IV I . the: � , ­. ,, �_ , � � 16 �, , " erticalfy plumb in. , e,. center the hale and 'secured 1,000 ,"OT,., "� , P �, , I I , '�p � N � \. I ,1 I .� . I Ilof I I - ­_ � - , ?!'? 000000000000" &.i% I , - -\. . ,. .1 -�,�: - _ �­ I with � I � *,Vo --- ­___ - I -1-1 !! 0 6i,01 4�0 0 , A I \ , , xi� : , I ���':� J� � I .1'. I ­­­.., .. � I sa-ks; �of t -,a kdt'dtt, 11he tonctete, rriik'. , � , - - 14,ze, `� _- -.�r.�Y:�7,��_,��--,;- I , . � , , _,� - , ­ I I. , .� " I I . f two ,('2 G c ` - � X ­,el , -_ � -_ __ � 11 I I ------- ­ I ------------- � � � � - - �­ '1� ,\ " :, _1 . \1, minim, M 0 � 0 I ---------- --- ,. I I I , � I 0 1 I - , I I 11 �' I I , , � , I le I ,::1 , I 11 , ,�� �.; I I I I ,� - - - -, q - I.. . , , .1 . I I I - � 11 1. ., � � shall be han'd tamp - ­ � :�, I � � � 11 I " . � I., . , � 1�, -;. , I I �1, � 1� , ,� I � � , I . ,ed .ds necessary, - , I \� - Ki ,� , �_ , . . I ­ .1 ''I .1 . I ­ _-�:­__­-- , , I 0 1 . , I I I;., I ., � , __­ -a , __ , - EXISTING 40' POE .... I I I I �,�, ,� � . I ,1 , I I I I ", . I.. � j "' I ' 1� 11 .11,� . I - I i, . 88)� � 11 "� " . I ' ' shall be. :installed so that - 'th � 6ttahi .d each s - I ­ - �f.-' I � , - , gps � � ign - 4,;-r� 1 - � � , � ,2� The ,'; � , �­ 11 I 11. , \�, I "., I I , I" ­ .1 11-- - � ­­ .If, I.I.P. 1: I , I � : �', "� 0 Coo " . a I I �, �_ - , .. , I T_ �, '. I ., I �� ,,, ,.\ I I I I be at I m5t, ,four (4) feet ab.oi the, grou -_ I A_� : (Vol.� of. 5812 �Pq. � " , s' I � �0 - �" <-. , . _1.� " ,g88) , � ,t L b -,,, 1 _,?88) ' I , " , , - - 7 __1�1_ z �' : _- _- �­ - : _,,, il, 1, _ . �. I .., -, , . i _ ,_ - ,,, (A ,�R � �, I , - " R at ' RE 11 ' , , ___- - � � .T X & I ­­__ \, \ , _` , 1, I 1, , 1: .1 , shall. I - I I � , t, I I, 4 � �k,�. , ,C., i , , ll� I 1\ . � I .1 .e �, d, . `the. I i, . , I 10 I 11 I I "I \ ­ 1i 11 , " , 1\ . . _ , . � ' �, X� �l ' I I . `0d I ,� 0 " . _ � - �- - - - � ____ ,,,, 'S., \ , "I _ It � � � \ , ��"4, 4, 1 1 , ovelw.ay-. All ; �' .11 ,,, , ,�', 1, ,Lq� A , � . �, , . , � . base of; the: ;signpost or 'Obova an adjacent :tr , " , �, ,�, � - __ --------- �� - I --- ­_", , 'I 4 1 11 I I . .1 11 I .,R IN I . � I - �, -, N , of � � _,,­� � - , ., . _ 1 1, � , � " , �,� I , '' ., � � , � �', , , , t : � I �� � , I I , 1, I 1 440 � 0 - - 1. I I :­ ­ �, - " \ . , � � , , J � ­ I � I % _� " \ . I . � �_, � a : ::� . . . I , . , "I , , W. , , , " '. I I , signpos, � .shall be installed 24 inches .from the. travelw', y', _ ,:. .1 , .% " I �, ', J , I "'A"', �,, % -_ I , :6, � t - , I 11 .1 , I \,\ , t .. . - , I � t __� , I , , 1. I i I " ,. , - , � , I t, �4_ o �,_ I r, .� I ,,>�4,�,, %� ,� l \ " :, � the signs ; o ;signposts ;shall " I , li, I I � , " , ,Q�, t I � I � - � -, - - 'EX. WATER .e� . ,',� , I ,:1 "I , \ 3'. 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", * * N I'� I , � '- Ll �l "I I I ' E � ... '. r \ I , , ,�, #-* '' ,/ / ED, OTHERWIS& — 2-W� W 2RYI,C - UNIR, 1\ .11 1 �v 11 I < ./ � . ., ATER. $ � .F ,,, Z I -1 . \ I Ile, . � 12. SEE �SHEET WL":l FOR. TYPICAL. tSLANQ-DETAlL. 1\ ,'7 : 1. � - I '1�1 , , > � / � I I I G -w— REMOTE . I [ 11 1.111, ''I \ )� \ EXISTING, , � , ' . X, �x \1 / / / I I . 3. ALL CONTOURS ,SHOWN ARE* EXISTING,'. FOR PROPOSED. � 11-1- .- 5" FQC ,�- POWERIFOLE ,/ � �� % � WATER: METER , I I �� , � LO � . \ � , - \ 1p, " I \ I I 1�11 -1% � CONTOURS 'AND-* FINISHED, 'IF Cft ELEVATIONS REFER TO. M I - � \ I I Z, / \ \� I I . 1, , �� �.:-vl I \ - I - I . � 11-e \ '� / GRADING PLANS., i -, A � I I/ / � I 11 ll� � \ \ I I � � � / / I ''. 11, cw 11 I I I I ��e , : � . � ( ,��- N I � , , I/ N \ 1 4. ALL PUBLIC' UTILITY' EASEMENTS (PU ::A' I " k; <11 . \ : � ,- � 1, I I � .E) . ff, PROPOSED .. - \: I I I ��N I x I -,-- 6 -SS � �11 I �SANITARY SEWER". SERVI'M I I :\ , i,, � 11-1 I'll . I I \ > ,// .11 / iel-m�� - I i'l.�i.�lb,�,oT,��lk"""i.",4", , , � \ - . 1�/ ;1�1 UNLE!3S'SPEOI.'ll , I I "� , I ''. ,`� -,W_SE. I 11 .1 - I 1 � I - \ \ : � -� . 11 I I 1 vl?l "I . 5. ALL , § SHALL 8E: P -QUIPPED WITH AN ' , ,' A', \; �z , I _el, \ 1�1 �l YEHICULAR, ACCESS. GATE 11 . El SEWER ,CLEAN OUT I . - 1, � -I- / I I'll ... , I 1: i 11 /I ' - " btP 44' "ek"' - - LOCK. --- � -.��l N: \ I/ / 11 1 I inceft- APPROVEb� d.'dLLE�\�:"'�,,T�'�;�'fl''O"'N"' ittkif ART'ENT KNOX — - I I ll-� � � , ,. \ I \ I / \--ll , 11 � I 11 I I � I I I � I I I . . � , , " , " ' I I . � � �, . " , , , , �� " , , . I I — - 15�RCP- ;_; �STQRM DRAIN I I \ N ,�/ I x 6. SEE'.SHEET SP FOR ALL W6. ­TE - "t , , I I \ .11 \ .\ \ 1--� I,!, � 1-11 .1;11 11 I 1A.,,71i MET ER, SIZES. ; -, I I I/ I--,' -1#1`1 /I / 11 I I - I - . ,,,, - 1, 1 111. 11 ea CURB, INLET : % - \1 �� \ I le � er -1 1-1 I I 1. � .." I 1:�� ,JU,NCTi6N 1 80", '�� 11 11 IN , LE - 1. - �E , , , : : — PVC EC— bNO.ERGROUND E'ECTRI.CAL I , CONDUIT I . —2-w— GAS $LRMCE, .LINE, � i El BT(j T*R'ANFORM- , : I � - I I I � ,,, TRI : I I ED COCS TRAN85ORMER 1 a] :C-6CS 3'k5" PULL 'BOX � , , 1� A I 6 Gm , I - —PVC TELECOM. u. DEkOkouN C M � I--, Ift'' - 1. - I .,UNJCA- . CONDUll IF 'I - I PROJECT' BENCHMARK:. SQUARE CUT ONSTORM: DRAIN INLET X= 101.99085,26: Y= 3�553649.78 Elev= '317.13 4, m MW m m m 8" SLOPED 89.57 OF > HEADWALL TwUei PVC: TELECbM 8?STORM CONDUIT I �DRAIN .10! fi 5A K CONDENSERS ADDED 17&38� LF A OOF 1-2" PVC, ♦ 4, M TIFLECO* CONDUIT' EXE 5"T I N, Gis ED 0 u q, TENTION F� ' P`RQPOSED 1 DRAINAGE' EASEMENTti 3: a 119.30 OF PONR,�'. 18" L : ? 1* J�PVC T E ,,PROPOSED CON UIT SLOPED v. ELECOM HEADWA a. t pt, PEDESTAL�. ��� uj. M Z 110111 RU E 1. A 53.6 2 rn 18 ELEQTR L a ICA CONDO.I, RAIN a. 128.40 LF 1101 0171% I® 8", 10 /-STORM DRAIN sp 00011r,F. g, FO -1 0, M FO a FE) u F0 C1, PROPOSED ,GRATE IR INLET 6" SEWER PROP'08ED -Fr x CLEAN OUT-,--, -T1q:,FRVIrF I INIF \PROPOSED CLEAN OUTaaoo00 PROPOSED BIKE HACK 11 FO 0 a.❑ U I �� I �1 G P _ G as w m 2-4" PVC M CnTDIC R 15 103. LF ' .6 m OF 3-4*' IVC TELECOM CONDUIT 7', laf0 PU o- F0 o yy 19.611 OF 2�2" PVC '0 -,:TELECOM CONDUIT & 42 97 LF OF 2-14" -PV1 FECTRICAL 'Cyr C I I T t L. F. to Kf -M PR P 0- -- PIED 'T 77M7 1. R RNr. Typ) T 4 <r 5 �yyaa,,L DUTY I NZA a. TY G WON EI) F -1 F-1 FE -1) F-01 FO 0 F I" 61 i -211- PVC, ELECTRICAL E. .LEGEND 8-wL — WATERLINE —�— T -1 F REMOTE 6" FDC - -Pm e -"wz— WATER METER QA FIRE HYDRANT 6-S$ SANITARY SEWERSERVICE LINE Backfill V EC -TI �--35 Awz=- STORM. DRAIN I 1=111=I I N=l I I CURB INLET CONDUIT JUNCTION BOX/GRATE INLET .pvc E, UNDERGROUND ELECTRICAL ZZ./U LF VF 2- 4' CONDUIT GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS:.(PUE) ARE PROPOSED GAS SERVICE LINE ECMCALj m IN M, m1am III CoCS, TRANSFORMER Cl CONDUIT Oro 1. ES .LEGEND 8-wL — WATERLINE —�— WATER SERVICE LINE Centered Within 4" Concrete REMOTE 6" FDC - -Pm e -"wz— WATER METER QA FIRE HYDRANT 6-S$ SANITARY SEWERSERVICE LINE Backfill V SEWER CLEAN OUT �--35 Awz=- STORM. DRAIN I 1=111=I I N=l I I CURB INLET Q), JUNCTION BOX/GRATE INLET .pvc E, UNDERGROUND ELECTRICAL CONDUIT GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS:.(PUE) ARE PROPOSED GAS SERVICE LINE BTU TRANIFORMER m IN M, m1am III CoCS, TRANSFORMER Cl CoCS 3'X51' PULL BOX —M'TEIXC0M— UNDERGROUND COMMUNICATION 18, ALL VEHICULAR ACCESS GATES 'SHALL BE EQUIPPED WITH AN i -1 WWI CONDUIT 1. ES COMMUNICATION, PULL BOXP . W3 Rebar @ 12" Centers CURB SIDEWALK Centered Within 4" Concrete FENCE -Pm e -"wz— FIRE LANE C E P , ERIF ED OT 2. : S S� S , SEE SHEET WL -11 FOR: TYPICAL ISLANDETAIL. RIGHT OF WAY ... ............ BUILDING. MINIMUM: SETBACK Backfill V PUBLIC UTILITY/ACCESS: .3. ALL, CONTOURS SHOWN ARE EXISTING.,' FOR PROPOSED EASEMENT I 1=111=I I N=l I I EXISTING; SEWER, LINE Q), EXISTING WATERLINE CONTOURS AND FINISHED FLOOR ELEVATIONS: REFER, TO EXISTING PUBLIC 'UTILITY EASEMENT GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS:.(PUE) ARE PROPOSED EXISTING CURB EXISTING SIDEWALK m IN M, m1am III PAGE, MATCH ;LINE PARKING: 'COUNT 1. ES PHASE 1 W3 Rebar @ 12" Centers CURB , AIJII SHALL BE 1' MEASURED To BACK OF CURB 1. ALL,ANL Centered Within 4" Concrete LL U -i C E P , ERIF ED OT 2. : S S� S , SEE SHEET WL -11 FOR: TYPICAL ISLANDETAIL. PLAT 11391 /129 Backfill V Wood Float Finish -7\ .3. ALL, CONTOURS SHOWN ARE EXISTING.,' FOR PROPOSED Remforced. Concrete I 1=111=I I N=l I I Q), III III -T1=11 CONTOURS AND FINISHED FLOOR ELEVATIONS: REFER, TO k Caticrete, GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS:.(PUE) ARE PROPOSED N REVIEWD FOR E- UNLESS SPECIFIED OTHERWISE. fn -, < 18, ALL VEHICULAR ACCESS GATES 'SHALL BE EQUIPPED WITH AN i -1 WWI Su'bgrade C 01V1 P L I A N El imi�T :20 APPROVED COLLEGE. STATION FIRE DEPARTMENT �KNOX LOCK. Contraction Joints @ 5' o.c. STANDARD & SEE SHEET 'SP` FOR ALL WATER ME -TER SIZES. DETAIL AUG 2 5 2015 C0LL uG T E ��i A 0 N 'Limit of!Pavement: Concrete �for Asphalt Povement PLOTTEM. 07 Nov 2014 — 2:13 pm Asp -MILT. QQM=M T -O CONCR = I PAff" III-ENAME. connec—osphdlt-comdwg PLOTTED: 07 Nov 204. —,2.-'03 pm NTS SURFACEMOUNT BIKE RACK DETAIL NTS PER DEVIE-LOPf� PLAT FILED: Ml�v HANDICAP SIGN' , SEE DET, - REVIEWED FOR' COMPLIANCE AUG 2115 2015 COLLEGE STATION ENGINEERING T. 979.2.6D•6963 -5 F•,979-.,2603� 64 3 ,r -x,.. fjRM F 44 # ��1, FW rY. S 2 4 ARL RUDDER Y g STATION,, TX 7784E PLAN & DESIGN ECLA ISTS, IN CfVJL ENGINEERIN HYDRAULICS PS, HYDROLOGY TILIDES 4! STREETS SITE PLANS 4S('BDfVjSIONS VERONICA J..B. MORGAN .. . ....... W3 Rebar @ 12" Centers Centered Within 4" Concrete LL U -i (3500 psi) a , t -,- Backfill V Wood Float Finish -7\ Backfill' Remforced. Concrete I 1=111=I I N=l I I Q), III III -T1=11 k Caticrete, N > 0 = �V) fn -, < CEMENT STABILIZED SAND Prepared Su'bgrade OR LIME STABILIZED SUBGRADE Contraction Joints @ 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL NTS SURFACEMOUNT BIKE RACK DETAIL NTS PER DEVIE-LOPf� PLAT FILED: Ml�v HANDICAP SIGN' , SEE DET, - REVIEWED FOR' COMPLIANCE AUG 2115 2015 COLLEGE STATION ENGINEERING T. 979.2.6D•6963 -5 F•,979-.,2603� 64 3 ,r -x,.. fjRM F 44 # ��1, FW rY. S 2 4 ARL RUDDER Y g STATION,, TX 7784E PLAN & DESIGN ECLA ISTS, IN CfVJL ENGINEERIN HYDRAULICS PS, HYDROLOGY TILIDES 4! STREETS SITE PLANS 4S('BDfVjSIONS VERONICA J..B. MORGAN .. . ....... LL U -i a , t -,- O >< E Q), > 2-1 > 0 = �V) fn -, < PROJECT BENCHMARK-. SQUARE CUT ON STORM, DRAIN INLET X— 1.01990'85,26 Y= 3553,5+9j.8 Elev= 317.1.3 J EXISTING 8" WATERLINE—; I - - - - - - - - - - - - - - - ----- --- - - REMOVE EXISTING PAVEMENT :FROM: BACK Or CURB FOR NEW CURB LINE AND POUR' NEW SIDEWALK AND, RAMP COTTAGE LANE '60' ROW OWN - CONNECT PROPOSED SEWER SERVICE TO EXISTING MANHOLE REVIEWED FOR COMPLIANCE AUG 2 5 2015 COL.--- ,'30N DEVELOPI'villL ERVICES PLAT FILED: COOS —3.A5 PULL DVA —WC TELECOM— UNDERGROUND COMMUNICATjON CONDUIT IT CURB LEGEND SIDEWALK FENCE FIRE'LANE a-WIL WATERLINE: BUILDING MINIMUM s, BACK 2 -*L WATE)IR, SERVICE LINE EASEMENT 6—FDC REMOTE 6" FDC EXISTING WATERLINE: EXISTING PUBLIC UTILITY EASEMEASEMENTEXISTINGNG CURB WATER METER EXISTING SIDEWALK 19"911 EB 91 19AkIll 11 Q101 FIRE HYDRANT PARKING.COUNT 6 -ss SANITARY SEWER: SERVICE. LINE, J` SEWER CLFAN-OVI T z STORM, DRAIN CURB INLET Eo] JUNCTION INLET ELECTRICAL. , cTRick. PVC EC, CONDUIT GAS �SERVICE UNE BTU TRPfVFORMER El C.oC$ TRANSFORMER COOS —3.A5 PULL DVA —WC TELECOM— UNDERGROUND COMMUNICATjON CONDUIT IT T. 9 79.216"01".6,9Cl. z. F ..9 7 9 i,2 6 q.35 64 TTXFIR # F-1443 3204 EARL RUDDER FWY.. S. COLLEGE STATIONS TX: 77845 PLAN :8t Dtt�I[Qk SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY #,UTILITIES,4!, STREETS 8I7E PLANS: * SUBDIVISIONS' kWagwam" E O CL CURB SIDEWALK FENCE FIRE'LANE RIGHT QF'.WAY BUILDING MINIMUM s, BACK PUBLIC UTILITY/ACCESS EASEMENT EXISTING SEWER LINE EXISTING WATERLINE: EXISTING PUBLIC UTILITY EASEMEASEMENTEXISTINGNG CURB EXISTING SIDEWALK 19"911 EB 91 19AkIll 11 PACE MATCH., LINE PARKING.COUNT T. 9 79.216"01".6,9Cl. z. F ..9 7 9 i,2 6 q.35 64 TTXFIR # F-1443 3204 EARL RUDDER FWY.. S. COLLEGE STATIONS TX: 77845 PLAN :8t Dtt�I[Qk SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY #,UTILITIES,4!, STREETS 8I7E PLANS: * SUBDIVISIONS' kWagwam" E O CL N N AL U N -U 4i O ` N Q d — x x 4a Q — N p x N Q O N x N 0- O x N Q O O x o N Q x N \Z O O O cl O G x Q N m Q O � O N r N i✓ to „ N N N N 0 0 V 4 Q ° N 6 Z v x x ° o 0 ° 0 6 m s v > N u AL U N -U v O ` N Q d — x x 4a Q — N p x N Q O N x N 0- O x N Q O O x o N Q x It \Z O O O cl O G x N CUJ AL U N -U v O ` N lf'f tV W W .. 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F-- Z O pN0)O Qc CU Q�QO a O O M T Z O N O U) O 1 z p W II � O Q 0 W U W co > Submittals 2\ DiM"1:A 2 REVISION oa.».>..><.... s WM. ALAN I ........1900 a BY z� v .5 h v a G o v FwC O b9 � b j O u a 0 0 C T n. e � C v x H C G > H O G .O 'n v r •' n� -a s as a5 C cv w rWEI am o� v� ° am C C a vv C � v o s w ov �o G y - O y C O O i a 2 0 n o v o & •° .S q o� a .- C �O v C OO n O a � O G C O O 7 C � h x .�e h u H ° 00 G O o G 7 � c n. C O ° s g 10 DRAWN CUJ AL U CHECKED G >; v O ` N lf'f tV W W .. Op SCALE00'-0" LL LCL W J 1" JQ_t i nJU- LIJ LDG 14.071.11 W J o n SHEETL sv C Ij N i✓ ° N N N V 4 Q ° N 6 Z v ° > � 4 z o ° o 0 ° 0 6 m s v > w Z N L N 6 1� z O ° M. E t N m . m i � 4- N 4- N cel Q a O O M T Z O N O U) O 1 z p W II � O Q 0 W U W co > Submittals 2\ DiM"1:A 2 REVISION oa.».>..><.... s WM. ALAN I ........1900 a BY z� v .5 h v a G o v FwC O b9 � b j O u a 0 0 C T n. e � C v x H C G > H O G .O 'n v r •' n� -a s as a5 C cv w rWEI am o� v� ° am C C a vv C � v o s w ov �o G y - O y C O O i a 2 0 n o v o & •° .S q o� a .- C �O v C OO n O a � O G C O O 7 C � h x .�e h u H ° 00 G O o G 7 � c n. C O ° s g 10 DRAWN CUJ AL U CHECKED G >; LLMI O ` N lf'f tV W W .. Op SCALE00'-0" LL LCL W J 1" JQ_t i nJU- LIJ LDG 14.071.11 W J o n a O O M T Z O N O U) O 1 z p W II � O Q 0 W U W co > Submittals 2\ DiM"1:A 2 REVISION oa.».>..><.... s WM. ALAN I ........1900 a BY z� v .5 h v a G o v FwC O b9 � b j O u a 0 0 C T n. e � C v x H C G > H O G .O 'n v r •' n� -a s as a5 C cv w rWEI am o� v� ° am C C a vv C � v o s w ov �o G y - O y C O O i a 2 0 n o v o & •° .S q o� a .- C �O v C OO n O a � O G C O O 7 C � h x .�e h u H ° 00 G O o G 7 � c n. C O ° s g 10 DRAWN AL CHECKED AK DATE 08-07-15 SCALE00'-0" 1" JOB NO. LDG 14.071.11 SHEETL sv C Ij 0 a L�7-77 ,EV I-'EWrED FOR /COMPLIANCE AUG 2 5 2015 COLLEGE STATION DEVELOPMENT PV CE -p PLAT FILED:. - \j Submittals BY DELF.A. 2 REVISIONS 0 . 00 DRAWN —N AL CHECKED AK DATE 08-07-15 SCALE 30'-0' JOB NO. LDG 14.071.11 SHEET r ao as e.aaeeeaaeeae e< c zQC 0 . 00 DRAWN —N AL CHECKED AK DATE 08-07-15 SCALE 30'-0' JOB NO. LDG 14.071.11 SHEET r C) z c zQC F- F- LJJ V LL 0 LL L0 Lo C 0 (y) r-- j --L 0 . 00 DRAWN —N AL CHECKED AK DATE 08-07-15 SCALE 30'-0' JOB NO. LDG 14.071.11 SHEET r Submittals BY DELfA 22 REVIMNS CHECKED AK DATE ins, ®%%m Ir. of ore qI!#, WM. ALAN KING 1900 F - ®s z z 0 I C C LU e a � d o x v v t '-' C a9 L. V / ® n T O C C T (! E 2 v G � o. u d ,n y� C C ,d• w 'G � O O O C ❑O d U � ° d ,J x w G v � - o r � v '3 i ( C pp s O p OO O C � C O O Z Ow 2 ' ti v ae I., u. d. O I H � oor d C O � v C a 'a ill Gi ❑ r a w F ° II o 0 L-U�; e C t ® G ❑ v O O � O DRAWN AL CHECKED AK DATE 08-07-15 ;{ SCALE 1" = 30'-0" JOB NO, LDG 14.071.11 SHEETLS ' j 3 I i 'l i �i /fit REM= WWI D D 17 . ......... IF E 7D, qU -s LU Z 00 BY DELTA 2 REVISIONS It DATE V^^ 08-07-15 + VA' -m OF rev Z 1/161f = 11-011 JOB NO. % 0 SHEET M . WM ALAN KING ........................ 1900 9(5 Z uj C\l (o co + iff Q D D 17 . ......... IF E 7D, qU -s LU Z ol DRAWN 00 BY DELTA 2 REVISIONS It DATE V^^ 08-07-15 VA' -m OF rev Z 1/161f = 11-011 JOB NO. % 0 SHEET M . WM ALAN KING ........................ 1900 9(5 Z uj C\l (o co Q LLI U - R CD 0 w cn > co ol DRAWN Submittals BY DELTA 2 REVISIONS AK DATE 08-07-15 VA' -m OF rev 1/161f = 11-011 JOB NO. % LDG 14.071.11 SHEET M . WM ALAN KING ........................ 1900 ol DRAWN AL CHECKED AK DATE 08-07-15 SCALE 1/161f = 11-011 JOB NO. 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O2' C` O w z 0 m N a z 0 W it _j QJU i;- SCALE W U O Z W o= o a v SHEET F Y U u=i En U Lf) 0 U) W .N llj Lu 'y CUJ v)NU- 000 =n, - AN � J SOF QZZ WW N 0 0 �_ �_ Uj _j_jO p UjwWW Z RwM aQN (n OMX Z U_ 11.-1 AL JU Z� !1J a U_ 0 JU _j UjLU w2oLU SCALE F_ ,,v^^ V1 JOB NO. o= o a v SHEET W u=i En U z o ,zp0 w W 0 m� QzwZ W 00 l� (�a � Q (y) Z z m k WJ o. m mirZJ o: W cn Ma- C > < LLJ ~�W Z¢ 3U aLLj O = O O0 J< 00 NWN w0 3�F d LULL M W(L P W (a –(O O U U LLj wO�Li-O Wt Co W 0� 0 to N— ao dm -0 FrMwO LU o 0 L 00 I-`��00 11.-1 AL JU Z� !1J 111 U_ 0 JU z 7h �"--- SCALE F_ ,,v^^ V1 JOB NO. � t . v SHEET (j), _ Jti e t I 8 � a G 0 s 7— V_ l� (�a O (y) H r� G o " a 11.-1 AL W= Z� !1J 111 U_ 0 1.1 AL ® Z AK 0 O z 08-07-15 SCALE F_ ,,v^^ V1 JOB NO. � t . LLJC SHEET Af Jti e t I 8 � a G 0 s 7— V_ l� (�a O 1.1 —RE --",v- ' F S ME i Co Nli p .Y. � AUG 2 5 2015 COLD 6!: i H110'q DEVELOP fAEN ERV►.CES PLAT FILED: _ C� g ( 110 ( r - I i yr t —._. ? 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LDG 14.071.11 LLJC SHEET G Jti e t I 8 � a G a°o o o w 0 a v ti ❑ n .o O O 0 (�a O (y) w� a F r� G o " a o 00 _ os a m as v C O 0 TT vy DR -AWN AL CHECKED AK DATE 08-07-15 SCALE AS INDICATED JOB NO. LDG 14.071.11 SHEET I I !I 7� 7 i NOTE: 1. CONTAINER GROWN PLANTS ONLY. 2. REMOVE CONTAINERS FROM PLANTS BEFORE INSTALLING. 3. PLACE PLANTS IN PREPARED BED AS SHOWN. NOTE: EDGE SPACING FOR PLANTS VARIES WITH SPECIES AND LOCATION. CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATION IF NEEDED. - GROUNDCOVER PLANT MATERIAL, (TYP.) _ EVENLY DISTRIBUTE THE SPECIFIED QUANTITY OF PLANTS 0 o WITHIN EACH DESIGNATED AREA. MAINTAIN EDGE AND I! O SEPARATION SEPARATION DISTANCES BETWEEN PLANT TYPES. 3" MULCH LAYER NO GEOTEXTILE WEED BARRIER FABRIC IN PLANTING BEDS PREPARED BEDDING SOIL BACKFILL TYP. 1. FULLY REMOVE NATIVE SOIL TO THE SIZE OF 3• DEPTH CONTAINER. 3 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, _ ROCKS AND ANY OTHER MATERIAL GREATER THAN 2" IN } . 1 DIAMETER. 12• EPTrl 3. INSTALL PREMIXED SOIL CONTAINING 50% NATIVE SOIL, MUS AND 25%SAND. UPLANTING 45 DIG HOE WIDTH 1.5X LARGER THAN ROOTBALL ROOTBALL ON ALL SIDES. TO 5. SCARIFY ROOT BALL. REST ON 6. ROOT FLARE SHALL BE EXPOSED. NATIVE SOIL MAKE SURE THAT PLANT ROOT BALL IS FULLY PLANTED TO (DO NOT DEPTH OF CONTAINER IN PREPARED PLANTING MIX. OVER DIG) DO NOT PLANT GROUNDCOVER IN MULCH LAYER ONLY. NATIVE SOIL NATIVE SOIL 12• 5 GROUNDCOVER PLANTING DETAIL VERIFY ALL DIMENSIONS "TAKE TREE USING TREE STAKE ANCHOR SYSTEM (SEE ETAIL 8, THIS SHEET) TYPICAL MULTI—STEM TREE IN PLANTER BED AREA SEE LANDSCAPE PLANS FOR LOCATIONS AND TYPE TOP OF ROOT BALL FROM CONTAINER GROWN TREE 3" HIGHER THAN PREPARED PLANTER SOIL MIX TOP OF ROOT BALL TO BE EXPOSED 3" MULCH LAYER NO GEOTEXTILE WEED BARRIER FABRIC PLANTING BEDS PREPARED BEDDING SOIL BACKFILL TYP. 1. FULLY REMOVE NATIVE SOIL TO A 6" DEPTH. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 3. INSTALL PREMIXED SOIL CONTAINING 50% NATIVE SOIL, 25% HUMUS AND 25% SAND OR APPROVED EQUAL. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. 5. SCARIFY ROOT BALL. 6. ROOT FLARE SHALL BE EXPOSED. EXCAVATE SOIL AS NEEDED TO ACCOMODATE TREE ROOT BALL SIZE USE PREPARED PLANTER SOIL MIX AS BACKFILL ROOTBALL TO REST ON NATIVE SOIL ( DO NOT OVER DIG) NATIVE SOIL aS MULTI TRUNK PLANTING DETAIL CALE: N.T.S. ERIFY ALL DIMENSIONS EXISTING UNDISTU 3 TREE PLANT SCALE: N.T.S. VERIFY ALL DIMENSIONS SHRUB PLANT MATERIAL, (TYP.) =VENLY DISTRIBUTE THE SPECIFIED QUANTITY OF 'LANTS WITHIN EACH DESIGNATED AREA. AAINTAIN EDGE SEPARATION AND SEPARATION DISTANCES BETWEEN PLANT TYPES. 3" MULCH LAYER NO GEOTEXTILE WEED BARRIER FABRIC PLAN TING BEDS PREPARED SOIL BACKFILL TYP. 1. FULLY RE OVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND NY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 2. INSTALL PREMIXED SOIL CONTAINING 50% NATIVE SOIL, 25% HUMUS AND 25% SAND OR APPROVED EQUAL. 3. DIG PLANTING HOLE WIDTH 1.5X LARGER THAN ROOTBALL ON ALL SIDES. 4. SCARIFY ROOT BALL. 5. ROOT FLARE SHALL BE EXPOSED. MAKE SURE !THAT PLANT ROOT BALL IS FULLY PLANTED TO DEPTH OF CONTAINER IN PREPARED PLANTING MIX. t0"";HRUpL3' TIN61 DETAI SCALE: N.T.S. VERIFY ALL DIMENSIONS JCHOR RING (TREESTAKESOLUTIONS.COM) )"-36" NAIL STAKE ACCOMMODATE JOTBALL AND PENETRATE VDISTURBED GROUND ROOTBALL ANCHOR VERIFY ALL • Submittals l TYPICAL TREE IN SOD AREA a SEE LANDSCAPE PLANS FOR LOCATIONS 0 o STAKE TREEUSINGTREE STAKE ANCHOR SYSTEM (SEE I! O DETAIL 8, THIS SHEET) TOP OF ROOT BALL FROM CONTAINER GROWN TREE 3" HIGHER THAN FINAL GRADE DRIP IRRIGATION HOSE RING IRRIGATION SYSTEM BY, OTHERS INSTALL BELOW GRADE 4" HT MULCHRING TO BE REMOVED AFTER 18 MONTHS s — NO TURF HERE 3 PREPARED BEDDING SOIL BACKFILL TYP. >: 1. FULLY REMOVE NATIVE SOIL TO A 6" DEPTH. } . 1 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, s ROCKS ANDNY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 3. INSTALL PREMIXED SOIL CONTAINING 50% NATIVE ROOTBALL SOIL, 25% HUMUS AND 25% SAND OR APPROVED EQUAL. TO 4. DIG PLANKING HOLE WIDTH 12" LARGER THAN REST ON ROOTBALL ON ALL SIDES. NATIVE SOIL 5. SCARIFY FOOT BALL. (DO NOT 6. ROOT FLA E SHALL BE EXPOSED. OVER DIG) NATIVE SOIL 3 TREE PLANT SCALE: N.T.S. VERIFY ALL DIMENSIONS SHRUB PLANT MATERIAL, (TYP.) =VENLY DISTRIBUTE THE SPECIFIED QUANTITY OF 'LANTS WITHIN EACH DESIGNATED AREA. AAINTAIN EDGE SEPARATION AND SEPARATION DISTANCES BETWEEN PLANT TYPES. 3" MULCH LAYER NO GEOTEXTILE WEED BARRIER FABRIC PLAN TING BEDS PREPARED SOIL BACKFILL TYP. 1. FULLY RE OVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND NY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 2. INSTALL PREMIXED SOIL CONTAINING 50% NATIVE SOIL, 25% HUMUS AND 25% SAND OR APPROVED EQUAL. 3. DIG PLANTING HOLE WIDTH 1.5X LARGER THAN ROOTBALL ON ALL SIDES. 4. SCARIFY ROOT BALL. 5. ROOT FLARE SHALL BE EXPOSED. MAKE SURE !THAT PLANT ROOT BALL IS FULLY PLANTED TO DEPTH OF CONTAINER IN PREPARED PLANTING MIX. t0"";HRUpL3' TIN61 DETAI SCALE: N.T.S. VERIFY ALL DIMENSIONS JCHOR RING (TREESTAKESOLUTIONS.COM) )"-36" NAIL STAKE ACCOMMODATE JOTBALL AND PENETRATE VDISTURBED GROUND ROOTBALL ANCHOR VERIFY ALL • Submittals l BY DI1l:,"I' 2 If`A ISI.0NS 'I I! O i *a e ALAN KING <000e>oee r-ts 190Q • UKAWN ! AL CHECKED AK DATE 08-07-15 f SCALE j AS INDICATED JOB NO. LDG 14.071.11 SHEET f I �� G= Oo C V t6 > _� '� O Q) O O Q OE "D c O N C N U N} C O C (� C OU V U {: \ i*3 00 O- Q o `- Q 2 Q fu E -O U"o 2> vL- 'U U C U= U O C U .O ?� U "- ro N cn ° a o a c c E n a L a) > M- M- E_ c Y a) �- ° a) N •N o c� 0 E m° ° cc >ao r° c cLaoL o. O L- >°° LQ mQ� �v �.cu oc c. °° p °5 0m o ' Q N c U L Up (v N c c6 c m r m E a s "- (o ° a) c `'= c Q U •� (n y. Qrl_ �0� °0 E °���a) o m cocain > coo a)Q c°o� Qv, o Q —° c= a)(n �� (o _ O U C > ` a ° U > +� U (u O U O L E N Q > N U '� a) T 'S / U N 'L O N Q L C U) to_0 U C 2� O U U Q N (6 ° N L U (6 N U U u) U U N C U) N Co N 7 — .� O U) .0 (6 •J .�, C L a3 U) U X p •+_ .0 _0 C (n +-, (0 •+- I. ?� U M (u C O E > > U _c X C U O O u O U M C (6 to a N U C` C Q E (D U O a (u U U N +� O. + N a) Q L U) -a N -a (6 U Cn _1 U L U) c N (u U) ., N U) "C C U >, N (6 L O U) -p C U C ° E +. (6 .0 (6 O _ p Q -0 W >O cn -0 a) N U U (6 N (a (`6 E > c O U s> C> cu c) c C O �_ n U N N> OU ` N U° U U O N i U m cn ui .� o> ° 0 o > `� Q c>o — E _-0 ° Q_ m° o O .Y (n Q ° n Q coi p ° a) - a) a) - Q' N C (u (n >, (u C O N >, _ N .0 m— C Q -p C p _ 'C O Q Q +"'. C "a 'o 7 a- .r' a) "O C N Q O C L L L E C O aJ FU U N N (u (6 > (D L U >, ` } M (u C (u U (u N U (u O x � '6 N 'a (p — L L a) > L � `� C6 t}_ (u E '6 Q N C N C p U C yL. C (n U (u L >+ O p _Q Q) N 0 L O > N> N U N 0 O 0@ c (n O U 4- O c (n .c ++ a > L L O N \. > N � —° � 4- O ° U m (o > o = a) c6 Q c > Q _Q -c m o c N y, o c 4- c w E ° a) a) C N +-� ��Q �� o �cciLas —°sic a)c °ai �> c_0- 0�i� cap° °° 0�x no ca>o �� °� Eo ° C L C .Q (B m a) — X a) ° (n ) 4- a) _ (6 a_) L (n 4- 0 U) W O L U O C° C Cn ° U .Q 0> O (u U) N a) L E+ (u O O_ a) Q - L U _ o)YQ oL a Q (uca)(u = a�u) ca c�oQ Up `u,0 me �c_c (n (n E 0� �Q —_a Ec its t� c6 c�(u o(ua) to �ca)o-° >� a) oEmL Ecaa) �. a� (o/a/)o cL °)� caO c� 00 I }r .(•_I .(� Q C :l-+ ,� Q .� EO C _C j (� C U) U U) — 4--. N a) C> O0 L >� V E Q (u a) vJ �� Q •� L N% U O U) Q "f LO O O > c a) 0 L a v .� C o Q —_ 0 U X o o Q o 3 co = _ U m °� a° E > C U Y N (u � `' x a) O +- N ..0 O �+- U N ''-' .0 C 0- -C O E cD C (n U C LO is C a) U) 0- U� g 0 m p °� E �° v> m s M 0 o> ° c n� 0 w fII c a) _ E o f° °� °> ccu 3 oa)a aa)o — �L c�0� — >o ca 4o a)oa� ca)•- =� c -0o oN ocnc E �� ca0 m"(n o° ..;�,: •`., i ° {1 ; o 'C (0 C y-+ (6 (a to •G �7 `- N (0 V) L a) p > > > C O C U N — (6 N .E O N N +i' �`' U ui CD a -a a) -a +, 0) c a) a) c cv Q n c > ate) a) ° a) � _° a) a c ` c c c o Q ooc C°c c L° caac(o� =c mo m(ncc ��xc —�` Eo —gym rn� °�•� 3> U)° oo cu C) 0) c: `.,• r L (u Q _ (u — — U � V) �> Q...— ._ — U J U > = U O � U) W v= Q U �S `�' .� Q U) J °—`- (t3 d O E Cn U) C (L U U C N to s- J 4 O r N (h CO co .j .j UL LMLJ 0 0 Z C:) Z O W C:) 2 II J J Q W LL U W U) w o 1 0 0 N FA I Submittals (I BY DELTA 2 REVISIONS I. DG • O DRAWN All I CHECKED A.K DATE 08-07-15 SCALE] 1" 100'4` JOB NO. LDCi 14.071.11 2 ,I I II �i 'I O .U) U UX @ O (u cu U C ca O cu - C U)) >' L U) a) L E L O U M N U) N S U O tUn N O = p N 0 cm C cn O U Y Y OL fl (6 Q (u U Q O O U) (u Ma) O N " � Ln a m a) (n C a)03 0) 0 C A �� G= Oo C V t6 > _� '� O Q) O O Q OE "D c O N C N U N} C O C (� C OU V U {: \ i*3 00 O- Q o `- Q 2 Q fu E -O U"o 2> vL- 'U U C U= U O C U .O ?� U "- ro N cn ° a o a c c E n a L a) > M- M- E_ c Y a) �- ° a) N •N o c� 0 E m° ° cc >ao r° c cLaoL o. O L- >°° LQ mQ� �v �.cu oc c. °° p °5 0m o ' Q N c U L Up (v N c c6 c m r m E a s "- (o ° a) c `'= c Q U •� (n y. Qrl_ �0� °0 E °���a) o m cocain > coo a)Q c°o� Qv, o Q —° c= a)(n �� (o _ O U C > ` a ° U > +� U (u O U O L E N Q > N U '� a) T 'S / U N 'L O N Q L C U) to_0 U C 2� O U U Q N (6 ° N L U (6 N U U u) U U N C U) N Co N 7 — .� O U) .0 (6 •J .�, C L a3 U) U X p •+_ .0 _0 C (n +-, (0 •+- I. ?� U M (u C O E > > U _c X C U O O u O U M C (6 to a N U C` C Q E (D U O a (u U U N +� O. + N a) Q L U) -a N -a (6 U Cn _1 U L U) c N (u U) ., N U) "C C U >, N (6 L O U) -p C U C ° E +. (6 .0 (6 O _ p Q -0 W >O cn -0 a) N U U (6 N (a (`6 E > c O U s> C> cu c) c C O �_ n U N N> OU ` N U° U U O N i U m cn ui .� o> ° 0 o > `� Q c>o — E _-0 ° Q_ m° o O .Y (n Q ° n Q coi p ° a) - a) a) - Q' N C (u (n >, (u C O N >, _ N .0 m— C Q -p C p _ 'C O Q Q +"'. C "a 'o 7 a- .r' a) "O C N Q O C L L L E C O aJ FU U N N (u (6 > (D L U >, ` } M (u C (u U (u N U (u O x � '6 N 'a (p — L L a) > L � `� C6 t}_ (u E '6 Q N C N C p U C yL. C (n U (u L >+ O p _Q Q) N 0 L O > N> N U N 0 O 0@ c (n O U 4- O c (n .c ++ a > L L O N \. > N � —° � 4- O ° U m (o > o = a) c6 Q c > Q _Q -c m o c N y, o c 4- c w E ° a) a) C N +-� ��Q �� o �cciLas —°sic a)c °ai �> c_0- 0�i� cap° °° 0�x no ca>o �� °� Eo ° C L C .Q (B m a) — X a) ° (n ) 4- a) _ (6 a_) L (n 4- 0 U) W O L U O C° C Cn ° U .Q 0> O (u U) N a) L E+ (u O O_ a) Q - L U _ o)YQ oL a Q (uca)(u = a�u) ca c�oQ Up `u,0 me �c_c (n (n E 0� �Q —_a Ec its t� c6 c�(u o(ua) to �ca)o-° >� a) oEmL Ecaa) �. a� (o/a/)o cL °)� caO c� 00 I }r .(•_I .(� Q C :l-+ ,� Q .� EO C _C j (� C U) U U) — 4--. N a) C> O0 L >� V E Q (u a) vJ �� Q •� L N% U O U) Q "f LO O O > c a) 0 L a v .� C o Q —_ 0 U X o o Q o 3 co = _ U m °� a° E > C U Y N (u � `' x a) O +- N ..0 O �+- U N ''-' .0 C 0- -C O E cD C (n U C LO is C a) U) 0- U� g 0 m p °� E �° v> m s M 0 o> ° c n� 0 w fII c a) _ E o f° °� °> ccu 3 oa)a aa)o — �L c�0� — >o ca 4o a)oa� ca)•- =� c -0o oN ocnc E �� ca0 m"(n o° ..;�,: •`., i ° {1 ; o 'C (0 C y-+ (6 (a to •G �7 `- N (0 V) L a) p > > > C O C U N — (6 N .E O N N +i' �`' U ui CD a -a a) -a +, 0) c a) a) c cv Q n c > ate) a) ° a) � _° a) a c ` c c c o Q ooc C°c c L° caac(o� =c mo m(ncc ��xc —�` Eo —gym rn� °�•� 3> U)° oo cu C) 0) c: `.,• r L (u Q _ (u — — U � V) �> Q...— ._ — U J U > = U O � U) W v= Q U �S `�' .� Q U) J °—`- (t3 d O E Cn U) C (L U U C N to s- J 4 O r N (h CO co .j .j UL LMLJ 0 0 Z C:) Z O W C:) 2 II J J Q W LL U W U) w o 1 0 0 N FA I Submittals (I BY DELTA 2 REVISIONS I. DG • O DRAWN All I CHECKED A.K DATE 08-07-15 SCALE] 1" 100'4` JOB NO. LDCi 14.071.11 2 ,I I II �i 'I O c O (U (D c m a) vi � 0 _0 a) �� _0 c �- 0) a �O .� C +, U -Q ui O C O U m (n m a) - (u UJ Q O O M O O O O U+ p 7 O O) ° M L p N U :3 N N (6 U Q Q p U U c) O (amu > U (D a) U C� ..°- Nco t�6 3 a) �`- (u (u a) — E -o U a) p_ O a) O 'Q — C M 0 .—N '0 0 L a)— OU [C6 E a) `� C U L N O +� C U O +� c� Q C 0 m L U a) >+ U 0a� > m oQ a) V U c U c� m (u L ° N O U U) C co U) > p ca0 E o 4- C u) U) a) (u a)>c 1= O+ C O O U ;cc U �(nm , N U U UL L (Dm O a) a) a c c U O U (u 0- 0 0 s U c U N (u � C 0 0 ca > ° N c Q- ° �() O '`-' o aa) a) > a > o o — �,0 c a aa))• E-0 E c@) m-0 m � �.Q Q > O C U U U � cn N U M ° (u O C> (u U C° C (u U O N m U 0 (u c �°O/ �O t6 LL (n 0. cn� a) c U (u c U) '- Z y — (o U > ° c 0 > 0 ti a3 U 0_ 0) U) c N d `a O -a (a + — 4 c .0 C o_ -c o c (u L a) —> 0) N p) N C 0 a C (n Q C a (u o a) rU) s N O O o E 0 ui C 0 _ a) U)c (u t co E U c '> a) C U) — p �, �. N c -O O .0 C u) C O p U) (u O N L (u L O O U (u a� (o > U U fu = 2 U _Q m N "a c� (u (u (n : � U C 0 U 0 0 0 0 o� 0- c @'L .0 n p c 0 m U Q m'a o cca m m rn c c �C C m N U> C 4- > (u - O U (B U C (u C U Q v= cu a c N Q+ c N U C C p• U > 0 U fu (6 -C (6 L U U U) c Q) N c a) n> d 0 -a (a o- (U O U) — N -o - a c N m-0 E N o) �� p 4- ca CL U X O 0 M"a C OU U � '�_' °� C U •Q E a) U O C_ � O a) N Y >� (u (u � U 'O O U) W U� .V C O U Q m � O "6 O U) p 'o r c 'C O° .0 O O _0 — U (u _Q N > O (6 N a U (u �i a) to > 'm C U) C y N 0 D E U O E U .0 O U U)C (u p � a) p U 6 U (u N C N O (0 U OU (u Y m _ M O U) U L> C �� G= Oo C V t6 > _� '� O Q) O O Q OE "D c O N C N U N} C O C (� C OU V U {: \ i*3 00 O- Q o `- Q 2 Q fu E -O U"o 2> vL- 'U U C U= U O C U .O ?� U "- ro N cn ° a o a c c E n a L a) > M- M- E_ c Y a) �- ° a) N •N o c� 0 E m° ° cc >ao r° c cLaoL o. O L- >°° LQ mQ� �v �.cu oc c. °° p °5 0m o ' Q N c U L Up (v N c c6 c m r m E a s "- (o ° a) c `'= c Q U •� (n y. Qrl_ �0� °0 E °���a) o m cocain > coo a)Q c°o� Qv, o Q —° c= a)(n �� (o _ O U C > ` a ° U > +� U (u O U O L E N Q > N U '� a) T 'S / U N 'L O N Q L C U) to_0 U C 2� O U U Q N (6 ° N L U (6 N U U u) U U N C U) N Co N 7 — .� O U) .0 (6 •J .�, C L a3 U) U X p •+_ .0 _0 C (n +-, (0 •+- I. ?� U M (u C O E > > U _c X C U O O u O U M C (6 to a N U C` C Q E (D U O a (u U U N +� O. + N a) Q L U) -a N -a (6 U Cn _1 U L U) c N (u U) ., N U) "C C U >, N (6 L O U) -p C U C ° E +. (6 .0 (6 O _ p Q -0 W >O cn -0 a) N U U (6 N (a (`6 E > c O U s> C> cu c) c C O �_ n U N N> OU ` N U° U U O N i U m cn ui .� o> ° 0 o > `� Q c>o — E _-0 ° Q_ m° o O .Y (n Q ° n Q coi p ° a) - a) a) - Q' N C (u (n >, (u C O N >, _ N .0 m— C Q -p C p _ 'C O Q Q +"'. C "a 'o 7 a- .r' a) "O C N Q O C L L L E C O aJ FU U N N (u (6 > (D L U >, ` } M (u C (u U (u N U (u O x � '6 N 'a (p — L L a) > L � `� C6 t}_ (u E '6 Q N C N C p U C yL. C (n U (u L >+ O p _Q Q) N 0 L O > N> N U N 0 O 0@ c (n O U 4- O c (n .c ++ a > L L O N \. > N � —° � 4- O ° U m (o > o = a) c6 Q c > Q _Q -c m o c N y, o c 4- c w E ° a) a) C N +-� ��Q �� o �cciLas —°sic a)c °ai �> c_0- 0�i� cap° °° 0�x no ca>o �� °� Eo ° C L C .Q (B m a) — X a) ° (n ) 4- a) _ (6 a_) L (n 4- 0 U) W O L U O C° C Cn ° U .Q 0> O (u U) N a) L E+ (u O O_ a) Q - L U _ o)YQ oL a Q (uca)(u = a�u) ca c�oQ Up `u,0 me �c_c (n (n E 0� �Q —_a Ec its t� c6 c�(u o(ua) to �ca)o-° >� a) oEmL Ecaa) �. a� (o/a/)o cL °)� caO c� 00 I }r .(•_I .(� Q C :l-+ ,� Q .� EO C _C j (� C U) U U) — 4--. N a) C> O0 L >� V E Q (u a) vJ �� Q •� L N% U O U) Q "f LO O O > c a) 0 L a v .� C o Q —_ 0 U X o o Q o 3 co = _ U m °� a° E > C U Y N (u � `' x a) O +- N ..0 O �+- U N ''-' .0 C 0- -C O E cD C (n U C LO is C a) U) 0- U� g 0 m p °� E �° v> m s M 0 o> ° c n� 0 w fII c a) _ E o f° °� °> ccu 3 oa)a aa)o — �L c�0� — >o ca 4o a)oa� ca)•- =� c -0o oN ocnc E �� ca0 m"(n o° ..;�,: •`., i ° {1 ; o 'C (0 C y-+ (6 (a to •G �7 `- N (0 V) L a) p > > > C O C U N — (6 N .E O N N +i' �`' U ui CD a -a a) -a +, 0) c a) a) c cv Q n c > ate) a) ° a) � _° a) a c ` c c c o Q ooc C°c c L° caac(o� =c mo m(ncc ��xc —�` Eo —gym rn� °�•� 3> U)° oo cu C) 0) c: `.,• r L (u Q _ (u — — U � V) �> Q...— ._ — U J U > = U O � U) W v= Q U �S `�' .� Q U) J °—`- (t3 d O E Cn U) C (L U U C N to s- J 4 O r N (h CO co .j .j UL LMLJ 0 0 Z C:) Z O W C:) 2 II J J Q W LL U W U) w o 1 0 0 N FA I Submittals (I BY DELTA 2 REVISIONS I. DG • O DRAWN All I CHECKED A.K DATE 08-07-15 SCALE] 1" 100'4` JOB NO. LDCi 14.071.11 2 ,I I II �i 'I m N T 1, Submittals I BY DI:ILTA 2 REVISIONS e U) ® Z CHECILED j1 O Z U) 08-07-15 O Z 1 OM WC JOB NO. LDG 14.071.11 G C i I it I SII co II W ct � a G o � c o LU J c 9 a w C O 'v L/AeJ / L0 Q e T y O v eTi � Q d LIJ p H u - C 07 > 1, Submittals I BY DI:ILTA 2 REVISIONS e DRAWN ® z CHECILED j1 AK Z 08-07-15 SCALE j 5 JOB NO. LDG 14.071.11 ;i i I it I SII C W ct � a G o � c o LU J c 9 a w C O 'v L/AeJ / L0 ® e T y O v eTi Q d M p H • DRAWN AI.. CHECILED j1 AK DATE 08-07-15 SCALE j JOB NO. LDG 14.071.11 ;i i I it I SII ovooe>o..... 00 WM. ALAN KING i-soo»0000<oov000ao<ovooe� ��e. �soo ��• i n z ®_ H uj F w C C J W va V ° v ® � C C O v O W L/qq O y h Lo a ® vo J � a a (� r ' ^ 7 C p, O v I o [ c o i = h T O E o0 E t : V W t5 41 Uj i � v �v a � w ....................... w O u 0c i 1 5 s W 0 0 oo................._. v .. 7 v 0 i _ v FA i Submittals BY DELTA 2 REVISIONS CHECKED 11 DATE i OF SCALE J ovooe>o..... 00 WM. ALAN KING i-soo»0000<oov000ao<ovooe� ��e. �soo ��• i n z ®_ H uj F w C C J W va V ° v ® � C C O v O W L/qq O y h Lo a ® vo J � a a (� r ' ^ 7 C p, O v I o [ c o i = h T O E o0 E t : V W t5 41 Uj i � v �v a � w ....................... w O u 0c i 1 5 s W 0 0 oo................._. v .. 7 v 0 i _ v FA DRAWN All CHECKED 11 DATE 08-07-15 it SCALE J 1" = 3()'-()" JOB NO. 1:,IX r 14.071.11 Ll i 3�,r I i �i Z4� ly w M (A 0 m 0 j c\j IL O C 7J3S SN -0 .0 CL U1 -9 Q 0 0 _U (3 > > 0- O o 0 _0 > OL 13 z 43 13 C q E OL 0 U) Q E > c, 13 _c Cc D-1 0.- =) I 0 Q 0 > (3 LL LL4- 0 -Z (S) c(3 1 Q -13 ts) -Z 13 _c ks) ks) 0) 13:�j _c CA 0 — --, L 13 o > C 0 — 4- — \3 — U-0 \.) 4- Q) (Y Q) (3 (_ (3 0 0 Q) S 4- E 4-1 - o-° () () () �o 0 0 U)13 0-6 0> 4- 0 -0 QED V 0 — 9 z L ( 4- 4-1 c c z �_ K — 4_1 Q) 0 c \3 Q) 't (3 0-- _c rL > > 0 _c CL c z > 43 z jj) .1)to 0 4.3 _.L1 t- C _c -0 z L 43 — (3 (3 13 K N 4-3 to K OL . D (3 Q) Q 0 w f) OL OL 0 0 (3 0 UA fs) --o S 0) c C. " -: CA Q) - (3 o K Lt- OL c f- -0,13 1-0 co IL M 13 () Q) Q) < 0 > t- > 0 > 0 0 0 0 ly L_ 0 — -b () — K 4-1 P 0 Z > w (3 1 0- -ON (3 _c 0 (3 '3 is) Q) C CD OL 13 a a_ E 0 0 0 ii OL 0 J) ks) t 0 IL 4 0 0 43 V x 0 -0 6 is) > > 4.3 kf) �!_ 4-� 4.3 0 OL 13 - i T_ _j > 13 o) N N _0 Q 0- c: 4� _c 43 > > 't 21, C _0 cIY C OL L — 0- c _c o 0 G Q - OL 0 C 0 -j�3 lii N -0 a _0 v -0 _V 0- OL _c u OL C 0- 0- -L' (3 \1) _c _c Q 0 0 0 ks) K 0 (_ 0 13 13 1 D 6 S '30 ts) IS) K E 0 Q 09 041 0 -0 0 > 0 4-% > 0 Q 4-3 Q 4.3 4� OL 0 c 1 0 q) c Wo QL lu;z K 0 _c c til - K QLn OL QL (S) C in LU 0-(3 _c -LD 1H 4-3 04-1 QL 0 0 c 4-3 c 0 c > 0 c > Q) c D_ QL (j) kn 113 c 43 00x0 000 13 1 L - c Q) UIN Q) �j - > c C z 0 0 OHO (1) q) Q) () �j - ±� 4) 13 qS) N C — > c -13 E > < 0 D — 4-3 4.3 0 -T 13 ft- D_ cj 0 IS) 1 4.5 Q Q > -33 - > cl� Ci Q-56- Q -5 Q -0 t , (3 1 D 't E t- 41 4-1 01 Q 41 OL �j , \) ___1 -0 (-_ QL q > p 13 In 1 0 () 4� _j w 4-1 �) U_ 0 \!) - -4-3 E- is) s 0 S 13 Q (1) QL (3 ks) LU (Y 4-1 1U (3 0 lu ks) Li- K 0 -0 0 13 Q) 0 0 (3 (1) q Z > 4- 4-3 Q (3 > 4-1 OL co > 4- 4-3 OL 0) E 14- Q ks) N o a_ () = =) D_ -0 0) CD P P -0 a- 62 V it! q) o � -c \�� 0 6 > OL 2: v Q 0 0 < 0 6 �c 11) 0 0 rn 43 - 4�3 pig UL Q > 13 ly �1_ (L q . > 10 0� -0 V OL o > OL 43 C, 0 OL OL 0 0 V 0 c 0 0 0 OL OL a > > > OL QL OL — I �) 3: ED 14 - IX 0 \S) (3 0 clo 0 (3 0NNL v V G t- v > -0 LO OL 4.3 c) 0 Q v ts) LH CA o W --o 13 -6 13 -0 Q) (3 0 (3 _L0 my (_ (3 - V > -c M 4-1 — M LL] N - — L _j I - _' 0 Q 0 LU 11 :) -6 .- 6 -L (3 C .41 MN > 't LL IJ) 0 (__ > ks) 0) K 0) K N X kf) - -, c 0 II 4-3 (3 Q) X Q OL 0 \') fj (6 -1c): kj) 4.3 CA V t- g- Q) E - D 4-1 K J 00 0 (3 Q CA CD t- (o () L 0-,- " 0 -0 ") n 11 QL IS) > = 0 1 4-1 4.3 = - %J) .- o 0 ts) ks) o -2 w (1) 9- 11 0 c Q QL 0 0 c M0_0ci > --o 0 - () DL K () K o -q I 0 0 =3 Q .- q 0 # -13 -13 OL ILQ 3: (3 z -0 C1 zii < 10 0 Q -c E ci -c L 0 S; (�D o Q 0 4-3 Q q) () -0 ks) t- Q p 70 0 0 Q Q 0 0 -6 IL Qj- Q) _1 (f) I < L_ 0_ 0- 0 0 D 0 4- 0 x () (_ 0 13 OL 4.3 v T )� \') ks) :31 ks) :51 0) til :31 (1) ks) 0 CA -41 0 0 13 13 0 0 E \3 X 11- (') Q, M v -0 14 - IL o IL CD 0 LL OL Q) 0 13 Q) — kD \') Q > 4-1 kD q) Q� = (A V M 13 0 C) 0 0 0 0-0 13 al , V — (-q :i, 11 .2 .9 1) 0 OL 0 M Q 0 Q) �6 # 0 14- 13 -13 S) 0 0 S Z 4-3 M 0 4-3 0 -0 4S.- 04-5 0 4-1 .- * --- I -" 0 0 < 0 41 0- 0 4-3 0 C ( 4-1 c \1� 0 Q) 0 Q) 7(3 0 CE (3 136 0 _c q) ::) W \3 QL C -" - (_ QL QL _�) Q U__ 4-1 Z Z 0 41 0 > glo OL NON 0 U_ C -L (3 0 0 > C > T_ \3 > _c _c _c 0 U K OL DL 0) 0 - IS) LL K ks) IL _r is) IL T_ ks) U_ K > X D -n 0 x CA- 13 x c 0-13 vy< x _j 04-1 T_ < 0- LL V M C -L 0 U) Z 0 IS) 0 /1;ZN 11 11 PJ ws) T q 0 to IS), ks)] r\i Submittals BY DI 1.,'f -A 2 REVISIONS ....WM. ALAN KING .................... ra, 1900 :1- • Z 0 z -A < F_ In \S) U 2 LLJ V) 2 \D Q t r\ W ov L.0 Lo _j ® o� CD �c o (Y) . MA -J UA tu A 0 Lf) 11) �) 0 O O O O O O O O c(1 in 1A) OL M M M M <r d <r d d OL Z4� ly w M (A 0 m 0 j c\j IL O C 7J3S SN -0 .0 CL U1 -9 Q 0 0 _U (3 > > 0- O o 0 _0 > OL 13 z 43 13 C q E OL 0 U) Q E > c, 13 _c Cc D-1 0.- =) I 0 Q 0 > (3 LL LL4- 0 -Z (S) c(3 1 Q -13 ts) -Z 13 _c ks) ks) 0) 13:�j _c CA 0 — --, L 13 o > C 0 — 4- — \3 — U-0 \.) 4- Q) (Y Q) (3 (_ (3 0 0 Q) S 4- E 4-1 - o-° () () () �o 0 0 U)13 0-6 0> 4- 0 -0 QED V 0 — 9 z L ( 4- 4-1 c c z �_ K — 4_1 Q) 0 c \3 Q) 't (3 0-- _c rL > > 0 _c CL c z > 43 z jj) .1)to 0 4.3 _.L1 t- C _c -0 z L 43 — (3 (3 13 K N 4-3 to K OL . D (3 Q) Q 0 w f) OL OL 0 0 (3 0 UA fs) --o S 0) c C. " -: CA Q) - (3 o K Lt- OL c f- -0,13 1-0 co IL M 13 () Q) Q) < 0 > t- > 0 > 0 0 0 0 ly L_ 0 — -b () — K 4-1 P 0 Z > w (3 1 0- -ON (3 _c 0 (3 '3 is) Q) C CD OL 13 a a_ E 0 0 0 ii OL 0 J) ks) t 0 IL 4 0 0 43 V x 0 -0 6 is) > > 4.3 kf) �!_ 4-� 4.3 0 OL 13 - i T_ _j > 13 o) N N _0 Q 0- c: 4� _c 43 > > 't 21, C _0 cIY C OL L — 0- c _c o 0 G Q - OL 0 C 0 -j�3 lii N -0 a _0 v -0 _V 0- OL _c u OL C 0- 0- -L' (3 \1) _c _c Q 0 0 0 ks) K 0 (_ 0 13 13 1 D 6 S '30 ts) IS) K E 0 Q 09 041 0 -0 0 > 0 4-% > 0 Q 4-3 Q 4.3 4� OL 0 c 1 0 q) c Wo QL lu;z K 0 _c c til - K QLn OL QL (S) C in LU 0-(3 _c -LD 1H 4-3 04-1 QL 0 0 c 4-3 c 0 c > 0 c > Q) c D_ QL (j) kn 113 c 43 00x0 000 13 1 L - c Q) UIN Q) �j - > c C z 0 0 OHO (1) q) Q) () �j - ±� 4) 13 qS) N C — > c -13 E > < 0 D — 4-3 4.3 0 -T 13 ft- D_ cj 0 IS) 1 4.5 Q Q > -33 - > cl� Ci Q-56- Q -5 Q -0 t , (3 1 D 't E t- 41 4-1 01 Q 41 OL �j , \) ___1 -0 (-_ QL q > p 13 In 1 0 () 4� _j w 4-1 �) U_ 0 \!) - -4-3 E- is) s 0 S 13 Q (1) QL (3 ks) LU (Y 4-1 1U (3 0 lu ks) Li- K 0 -0 0 13 Q) 0 0 (3 (1) q Z > 4- 4-3 Q (3 > 4-1 OL co > 4- 4-3 OL 0) E 14- Q ks) N o a_ () = =) D_ -0 0) CD P P -0 a- 62 V it! q) o � -c \�� 0 6 > OL 2: v Q 0 0 < 0 6 �c 11) 0 0 rn 43 - 4�3 pig UL Q > 13 ly �1_ (L q . > 10 0� -0 V OL o > OL 43 C, 0 OL OL 0 0 V 0 c 0 0 0 OL OL a > > > OL QL OL — I �) 3: ED 14 - IX 0 \S) (3 0 clo 0 (3 0NNL v V G t- v > -0 LO OL 4.3 c) 0 Q v ts) LH CA o W --o 13 -6 13 -0 Q) (3 0 (3 _L0 my (_ (3 - V > -c M 4-1 — M LL] N - — L _j I - _' 0 Q 0 LU 11 :) -6 .- 6 -L (3 C .41 MN > 't LL IJ) 0 (__ > ks) 0) K 0) K N X kf) - -, c 0 II 4-3 (3 Q) X Q OL 0 \') fj (6 -1c): kj) 4.3 CA V t- g- Q) E - D 4-1 K J 00 0 (3 Q CA CD t- (o () L 0-,- " 0 -0 ") n 11 QL IS) > = 0 1 4-1 4.3 = - %J) .- o 0 ts) ks) o -2 w (1) 9- 11 0 c Q QL 0 0 c M0_0ci > --o 0 - () DL K () K o -q I 0 0 =3 Q .- q 0 # -13 -13 OL ILQ 3: (3 z -0 C1 zii < 10 0 Q -c E ci -c L 0 S; (�D o Q 0 4-3 Q q) () -0 ks) t- Q p 70 0 0 Q Q 0 0 -6 IL Qj- Q) _1 (f) I < L_ 0_ 0- 0 0 D 0 4- 0 x () (_ 0 13 OL 4.3 v T )� \') ks) :31 ks) :51 0) til :31 (1) ks) 0 CA -41 0 0 13 13 0 0 E \3 X 11- (') Q, M v -0 14 - IL o IL CD 0 LL OL Q) 0 13 Q) — kD \') Q > 4-1 kD q) Q� = (A V M 13 0 C) 0 0 0 0-0 13 al , V — (-q :i, 11 .2 .9 1) 0 OL 0 M Q 0 Q) �6 # 0 14- 13 -13 S) 0 0 S Z 4-3 M 0 4-3 0 -0 4S.- 04-5 0 4-1 .- * --- I -" 0 0 < 0 41 0- 0 4-3 0 C ( 4-1 c \1� 0 Q) 0 Q) 7(3 0 CE (3 136 0 _c q) ::) W \3 QL C -" - (_ QL QL _�) Q U__ 4-1 Z Z 0 41 0 > glo OL NON 0 U_ C -L (3 0 0 > C > T_ \3 > _c _c _c 0 U K OL DL 0) 0 - IS) LL K ks) IL _r is) IL T_ ks) U_ K > X D -n 0 x CA- 13 x c 0-13 vy< x _j 04-1 T_ < 0- LL V M C -L 0 U) Z 0 IS) 0 /1;ZN 11 11 PJ ws) T q 0 to IS), ks)] r\i Submittals BY DI 1.,'f -A 2 REVISIONS ....WM. ALAN KING .................... ra, 1900 :1- • Z 0 z -A < F_ U 2 LLJ V) 2 ......... . ...... . ..... L.LJ t r\ W ov L.0 Lo _j ® o� CD �c o (Y) . MA -J UA 0 Z4� ly w M (A 0 m 0 j c\j IL O C 7J3S SN -0 .0 CL U1 -9 Q 0 0 _U (3 > > 0- O o 0 _0 > OL 13 z 43 13 C q E OL 0 U) Q E > c, 13 _c Cc D-1 0.- =) I 0 Q 0 > (3 LL LL4- 0 -Z (S) c(3 1 Q -13 ts) -Z 13 _c ks) ks) 0) 13:�j _c CA 0 — --, L 13 o > C 0 — 4- — \3 — U-0 \.) 4- Q) (Y Q) (3 (_ (3 0 0 Q) S 4- E 4-1 - o-° () () () �o 0 0 U)13 0-6 0> 4- 0 -0 QED V 0 — 9 z L ( 4- 4-1 c c z �_ K — 4_1 Q) 0 c \3 Q) 't (3 0-- _c rL > > 0 _c CL c z > 43 z jj) .1)to 0 4.3 _.L1 t- C _c -0 z L 43 — (3 (3 13 K N 4-3 to K OL . D (3 Q) Q 0 w f) OL OL 0 0 (3 0 UA fs) --o S 0) c C. " -: CA Q) - (3 o K Lt- OL c f- -0,13 1-0 co IL M 13 () Q) Q) < 0 > t- > 0 > 0 0 0 0 ly L_ 0 — -b () — K 4-1 P 0 Z > w (3 1 0- -ON (3 _c 0 (3 '3 is) Q) C CD OL 13 a a_ E 0 0 0 ii OL 0 J) ks) t 0 IL 4 0 0 43 V x 0 -0 6 is) > > 4.3 kf) �!_ 4-� 4.3 0 OL 13 - i T_ _j > 13 o) N N _0 Q 0- c: 4� _c 43 > > 't 21, C _0 cIY C OL L — 0- c _c o 0 G Q - OL 0 C 0 -j�3 lii N -0 a _0 v -0 _V 0- OL _c u OL C 0- 0- -L' (3 \1) _c _c Q 0 0 0 ks) K 0 (_ 0 13 13 1 D 6 S '30 ts) IS) K E 0 Q 09 041 0 -0 0 > 0 4-% > 0 Q 4-3 Q 4.3 4� OL 0 c 1 0 q) c Wo QL lu;z K 0 _c c til - K QLn OL QL (S) C in LU 0-(3 _c -LD 1H 4-3 04-1 QL 0 0 c 4-3 c 0 c > 0 c > Q) c D_ QL (j) kn 113 c 43 00x0 000 13 1 L - c Q) UIN Q) �j - > c C z 0 0 OHO (1) q) Q) () �j - ±� 4) 13 qS) N C — > c -13 E > < 0 D — 4-3 4.3 0 -T 13 ft- D_ cj 0 IS) 1 4.5 Q Q > -33 - > cl� Ci Q-56- Q -5 Q -0 t , (3 1 D 't E t- 41 4-1 01 Q 41 OL �j , \) ___1 -0 (-_ QL q > p 13 In 1 0 () 4� _j w 4-1 �) U_ 0 \!) - -4-3 E- is) s 0 S 13 Q (1) QL (3 ks) LU (Y 4-1 1U (3 0 lu ks) Li- K 0 -0 0 13 Q) 0 0 (3 (1) q Z > 4- 4-3 Q (3 > 4-1 OL co > 4- 4-3 OL 0) E 14- Q ks) N o a_ () = =) D_ -0 0) CD P P -0 a- 62 V it! q) o � -c \�� 0 6 > OL 2: v Q 0 0 < 0 6 �c 11) 0 0 rn 43 - 4�3 pig UL Q > 13 ly �1_ (L q . > 10 0� -0 V OL o > OL 43 C, 0 OL OL 0 0 V 0 c 0 0 0 OL OL a > > > OL QL OL — I �) 3: ED 14 - IX 0 \S) (3 0 clo 0 (3 0NNL v V G t- v > -0 LO OL 4.3 c) 0 Q v ts) LH CA o W --o 13 -6 13 -0 Q) (3 0 (3 _L0 my (_ (3 - V > -c M 4-1 — M LL] N - — L _j I - _' 0 Q 0 LU 11 :) -6 .- 6 -L (3 C .41 MN > 't LL IJ) 0 (__ > ks) 0) K 0) K N X kf) - -, c 0 II 4-3 (3 Q) X Q OL 0 \') fj (6 -1c): kj) 4.3 CA V t- g- Q) E - D 4-1 K J 00 0 (3 Q CA CD t- (o () L 0-,- " 0 -0 ") n 11 QL IS) > = 0 1 4-1 4.3 = - %J) .- o 0 ts) ks) o -2 w (1) 9- 11 0 c Q QL 0 0 c M0_0ci > --o 0 - () DL K () K o -q I 0 0 =3 Q .- q 0 # -13 -13 OL ILQ 3: (3 z -0 C1 zii < 10 0 Q -c E ci -c L 0 S; (�D o Q 0 4-3 Q q) () -0 ks) t- Q p 70 0 0 Q Q 0 0 -6 IL Qj- Q) _1 (f) I < L_ 0_ 0- 0 0 D 0 4- 0 x () (_ 0 13 OL 4.3 v T )� \') ks) :31 ks) :51 0) til :31 (1) ks) 0 CA -41 0 0 13 13 0 0 E \3 X 11- (') Q, M v -0 14 - IL o IL CD 0 LL OL Q) 0 13 Q) — kD \') Q > 4-1 kD q) Q� = (A V M 13 0 C) 0 0 0 0-0 13 al , V — (-q :i, 11 .2 .9 1) 0 OL 0 M Q 0 Q) �6 # 0 14- 13 -13 S) 0 0 S Z 4-3 M 0 4-3 0 -0 4S.- 04-5 0 4-1 .- * --- I -" 0 0 < 0 41 0- 0 4-3 0 C ( 4-1 c \1� 0 Q) 0 Q) 7(3 0 CE (3 136 0 _c q) ::) W \3 QL C -" - (_ QL QL _�) Q U__ 4-1 Z Z 0 41 0 > glo OL NON 0 U_ C -L (3 0 0 > C > T_ \3 > _c _c _c 0 U K OL DL 0) 0 - IS) LL K ks) IL _r is) IL T_ ks) U_ K > X D -n 0 x CA- 13 x c 0-13 vy< x _j 04-1 T_ < 0- LL V M C -L 0 U) Z 0 IS) 0 /1;ZN 11 11 PJ ws) T q 0 to IS), ks)] r\i Submittals BY DI 1.,'f -A 2 REVISIONS ....WM. ALAN KING .................... ra, 1900 :1- • Z 0 z < F_ U 2 LLJ V) 2 ......... . ...... . ..... L.LJ t r\ W ov L.0 Lo _j ® o� CD �c o (Y) . ....... . . ... . .... 2U, CHECKED AK DATE 08-07-15 SCALE 1'30'-(.)" JOB NO. 14.071.1'1:'! o U 2 2 ......... . ...... . ..... �c o 2U, CHECKED AK DATE 08-07-15 SCALE 1'30'-(.)" JOB NO. 14.071.1'1:'! - - - - - - - - - - - W J IL 121dHO 335 ' fw?J31�d1 LU T?PNIS d0 H.L9N3'1 Ankiixb'W M Q Z N N �q O Na- o _ _ y nNN nv a _ N��N� aaaaa x Ul o W n OWN d-- ----- 0 r fid ---- Q a FLL Qco o W o N 3: _j O = aa�d�caa w pO ado a ILLo a M o Oh Nle 0)d' .} M N ao oc�c� =h no 0� d: M N LL W 2 W M M N a IL oo w �_ N M N d M N I,,,'����i - Z§v�iwoW zw Z Z Z Q O m W Q IL W O V J p ) qto� 9 U a taF-o ¢� Z ! _ .............. oiy >z tL ZW�¢�p�t��iW W �- o N n o� ._._ JJ C-) <: tV) Wfn mW < J Q C -)f Z 'Z LIF LU Z M J� Z N N i O Na- o _ _ y nNN nv a _ N��N� aaaaa LL' Ul W hON 1) c) W n OWN W O- 0 r fid N QD (04cVO4 a FLL Qco w v 3: _j M , = aa�d�caa w pO ado a ILLo a M o Oh Nle 0)d' .} M N ao oc�c� =h no 0� d: M N D z O L Ki N] t[) W M M N a IL oo w �_ N M N d M N VODgF o1Ladp�� >Q w'voo. o U a Q� up�idd� 4X ugduuQ �a0 xa MM z ca00 V Z M J� 1 IL Z i fL W o u f f Q O f- W Z 3 W O a U N< tn^ 9 a� W o j ��� F N Q O f- W Z 3 W O _ U N< tn^ 9 a� W o j ��� F N o0 t ►- )z44 0 � w -! o Z b` W FLL Qco ~ 0 C" IL }Q C5 Q S N W N ON o�®L�N< U> z O w I oo w -N �o o- I,,,'����i - Z§v�iwoW zw Z Z Z Q a d vQ Q IL W O J J 1 ) C9 c a W J ¢� Z ! _ .............. 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