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HomeMy WebLinkAboutSP202008-500210 St. Joesph, EDI Center 4421 S H 6 SOUTHCONCRETE. ELEV.=297.55. X=-581.51, Y=-2469.10 . ;. . HANDICAPPED PARKING /, IDENTIFICATION LOGO TO 6" 1 /2" . BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS " R=3" Drill and Epoxy # 4 Bars x 9" Long ' j� &STRIPES ON BRIGHT BLUE BACKGROUND) Top of Bar must be flush j�� with top of block. -7- -- - co • • • • \ ;��� •:/ 6 ft' _ I -- , 24" DI,4ME _J__ LNNNNNN , �, .- .,.,�. // . I II L.W. �I #4 Bars 0 18" O.C.J / �. C . PARKING I 3' 8" I . TYPE 3 CURB ..� , h-� , ,: " ' BLOCK `�-� =' DETAIL N.T.S. SIC SYMBOL DETAIL TE9 HANDICAP SIGN -SEE DET.- / /I 4" WIDE DIAGONAL // STRIPING ® 24" O.C. (WHITE) HANDICAP SYMBOL J Ick,o __ Q (TYP-) Ickol - LEGEND Property Boundary - Fi re La n e FIRE LANE - FIRE LANE Sanitary Sewer Line ss Waterline ' ' Contours 310 310 - Prop. PVC Conduits Ec EC NTS I _ 8' MIN I PER PLAN I 8' MIN FOR USE WITH CONCRETE PAVEMENT OR APRON �� ATE NOT A SEPARATE PAY ITEM FILENAME- 01 AugIPIN D7 1-�IC STRIPING DETAIL PLdT'1E�: Ot Au2007 - 3:lS4 pm ryp'' \ NTS . \ , C / �-- _ \ \ \\\,\ I , i . � % /' i' I \ , \ i 1 I ' \ \ _ \ I \ ( I 11 I \ \ I I -7 l -�-- �1 \, 1 ,1 rr. _.��"���_ , -" - - °3- ---- - , --- - ---- t' --- r 3�ki -T .`�\ ',, �> a ' - -- - I 1'� -�- - ; Lt J 1 1 � _ __ - - _- =- _ - T- --- 11 1 \ -- /,' " -_ - - __= �\ - -` -�---� I1-----�\�,\. I - I ------ -�_-- -"-- - I _�\ . , ! 7-7 __..., ,2_S$ ,�-ss- -- _ ' 8-SS- - T a 8=5S ' -- -- �- ~' : i \ \' ` - 6-55----_'Q r I I i $$ ll ry i / / - e L'a ke w` -- 1. -...- 77`-�--�-.---- �ow I ..1.1" . 1, 1 - - ---7- /. " I 1 //- - I - __ - %11 .. �. I I - - / " '. -.-- �71 ' / / ­J / - . ----- -:ii --- ONN. , � 1, 1. " , _ / I ' - - - ",, \ , / ", 7 1 1 �A___ y , 1. ,J / ; -_-- r` I ) •1 �- - -J --- , I ,___�__ I j., \4 7 `� I /1 I I / 1 I !._ s 1�i I % I ` \ li { `, (�1= 80 R.O.W. ;'__-?' I '' a RvdG t_. I I I _ i"_,_. ) i . . I /// I ... I\ J, . i . , "' . , , "",., 1. / .., ., .-- - , ", I _r _Lc. �5 1 - , , ,____ I I ; 1. � -----, " f I . ., I . I ,_� , '.1 .1", I I - ,�, '. I 11 . . ., _____ I [ \� �". I - �- +/ � I ( I 1 I . . ( ' 1.rJ Il - - -- -. .. -- - _C-' .. I..._ _ ' ? ---_._ 1 . _. .... - _ _ % n 1 I { _ . _ . _ - -_.I I i I I , ` -,-ZJ T. I _ . - -- 1 / I I 1 I �_ i St: Joseph 'Regional -- _ - - / ! 'I _ _ _ ' I Health Centel;,'-,, i ( . I i. � , - ` ,1. ,/. I? C -�' - i - ---.- iJ - -- - Zoning: C-1 w/ �( h \ I I J - r V pp I' -. _ t dot 12. I- - _ -- - --- _ I i 3 I_ _ -' --_ . -._ __'- "---- -' _ - Clot --- - I 1 1 C flock 1 , - � i ,_ -__r Block � V -_ -- . � C- - - 1- -\-. , 1. l I St.` Jo eph Regional ---- - - --- _ + _-. -' - -- ----- ` •J /ii { 1 I 1 ; _i �� I 1 Heal hi Center /' 1 I 1 -'- tZ.t ( I f �`� ' -. S� Zonl,Mg, C--1 w-Y ,.OV._ _ . I _ _ 11 I i I 1 I i I! I t 1 t,; I I I I Future u electrical conduit - l I I _. -' 6,- ell ' I Exist. 15' I sy P.U.E e . - - I 1 Drive to be / QO#� 1 I Constructed w/ / I I Lakeway Drive i _.1. I � ;� ,I � -C 2 I/ - o.0-yeas --- - - i' * � Floodplain Line - -- - -- -- _- _ I 11 11 I / i 1 /'I _ I I I :I f Prop. � 6" i i ' / -- . �� ste Locka • e Lid -See Helico ter I - '. 1 - -- - z'I i;� = Pad - _ Gear Z s --T �- 6" Gdlte Vd e w RCP I �i1 - z'_ I i / lii Genera�Notd 17 - I I __ one 41),'11/ - ,/ I + r f -- -- �- --_. c { ( Fu#ure 8" Waterline - I `, " I 1. - - - ._ i fi: `x I I R1e.5 \ - Helicop r I // I ' I ! I , I o �, ��T �.,�-�� ��� r 1 , _ '�..`- 'f r L- _�% eji 00 \' 1 Pad i I I ' , 1.1/l End of ,Pavement / /C I - a3-.2ib -.f''r 1., 3 . ,"�7 .. 1FfQ ,A .r� �� - -1�.. ' \ - �� �. - ' a -�/ / .t, - t. I -- r>'.r .fir �,._,' y�. _ s k i - I' J. iii� h t EF,. f, , G1 C, na€o r.:. >r - r. 1 k.. { c � I� i \ l 1 i I. t r� -G ,. 1 r. i 1 i I c. � .�• � �,> •a• 1 ,4 I 3� �:�� : i 1 s s.� 0`0 ear � ,:. ,, r,:.-. s I .;/ ti 1 0 j .rr '�� Y - r .L 1- �d •� I �•7 + I . ..F 1F � t I've s �'. t 7 / /. % 1 r :� t �;: _i` �f r /p/I F (ure Switch Ftoo lain Line' n .''• , I .- I \ /' /. r L! 1 i � /' / /" �:. I Box 1 \ r/' 1. M1+ JU ! J.+ �»r l ? 20 i I� E ,i. / �.. Gar / �e,• .1 �� I ,�'J Boxes T L, - C ,Z i 4 d I 1113 - ii� l /�Existin11 /� � i-� f pp ` :' i - _g--•-_ .s,. _ � ';.': 11 J .it � _� / I // / :\. l I ," y / , ! / C_Xi� tNSIC"t14 f4 " FDC K,r -fir - --t ,F- M1f: _ } 1,+ / / 1 / Junctj6n , / li" Parking/Lot i� ti ;;� -- - -� - J� / // Bo ,/, / / I / i I Lights' -TYP oaezticr. r ' \ \ (1 : N ; Pr`-?:; /' I. / ,, 1 / �' •'\ +. Ir / �y-�• 9' !,i-j j J�-.+,�i / i j / Y ? ,,r: ak4'�%?+ �L, , ":a•, ;.;�.,. nn 8_WL, }- R� r _ r I �r%.. f l- � /" .� G t vJ i-�/I V / :iF 1 � 1 M� IY 1[ y oNl ;rt -H1 822.w_-+.--- -1�-L. . -�,- 1, 6 r`I ' / � �_1 ° I n/ / / / r� 3 I ,I71 r s �, "" - � L- ---\ ------\ -1 - F,,`,7r %/ Ik /•+ 1--17 / r.' "t' Sj! f r'�1 iL / r fi .J,�.f.. _ l.if;/'. `-.r.i r..-..�.. ,t k• I E I o, a , , r L W �- r rb - 4r I 1 A / \ I J '-1 4 I'L 1 r� f- rti r : d '1 't N ( •h C \ I '� r . 3 r i ^7 ' �'� r / 1 , i .,l C X I ..(.w �f r I: c�.i -i` , r //�� t : ',�r I 1 11 '�` r r I �- p-s L. j` ! / , f- u; I\:. .:r4- .� p,..r. n z Y :r d. .?,: ,, ;A{ ,I ,7" - .L - J - - i,oc k 1 '� - - - - ,.., 1 - i 1. 1 illExistin �r 9 I i - z: Pr %- - ; 30 Stdrm rive Dreii�a - - -- - _ '^ -- \ .' i t Eas 'ment I `.Fro P 1 City of College ill ;' 1--= - ,`- ; j j 2 C oss 'alks & Dr!ive U /der i R1 _ I`` p' r� / �; -� yT; p'' _I,' / Bike Rack Dero \�c -1,00/ iJ ` 15 Station / I Can py I hall be tamps BR4H-139 riv. t / ` ����� RCP' � F� j `'/ I Col red Concrete Refer to ree I ^ i !t r ': r / ' I I A { , / f r / ' 1 I r Drai a I �l` FyY ^� Y:, / Zoning: C-1 & M-1 ! I Arc . PI ns s Stamped Colored Concrete Plaza Areg, w/ g ; `-� J / / �- / - I - _/ _ I �• _ the Following 3 Elements , I j i ;' Eas I I / a. - I ` j; I �� Exist. 13 j �- /% --r _T II -r- I �4.._ / I-Publid Art, 9i-\& Vegetation Shade I i `r i1 - �' -_ I _ 1 '' K I\1 " '. _ P.U.E / Seatin ' /II �```= i /1 /� '� ...._, 71 i - I. , I - Y / (� ` Fla pOla.S � f o ' I� !t L, s �� , • -I ---I I I jr ,TCL� i1 ` \ ` r +' y; I Q ,' % �� I G I, �.' l� x �/ Ref r to Arch. Plans "'\ h ; ! jj + U / f r J l n „ tl '1''.�,,,r?.fl 5 7i j,}•'( 7 xl (" .�^ 3, e I (b / Iunc i -$T� __ c / r n Prop. 15 R2o25 ''"i'r `^ p u}'S � ��Y$J irr-'4 -r y�V�rP�'! Pro 20Y PUE \sue'iJ.Z.I �t i `t ,� j/ , I I /�/ y�U CtIOn , ` �.L`--Propj-36 ' f -_ 1 _., + ..- \1, t`��' P _ i•.I I1/ /% -`\ F4jure \ r i N /, /'tox W/ L_,' �� R�'.P r ,: ;�` r �Ati \ I f344.50 \ \ %'/ ( �/ 9' =2> W I I /', 1! / Yard Inlet;/ Pro /36" R .P ��C" "' --.7 t : ; 41 }T.. ,,, '� __ -- - _�_- -_C ti• i// 5 ' o,' i Connect Prop. p _--� '- 1 ` J s'5,~ 1 i -- ._ / ,, �/ P.U.E /. n It Top - �, ` e + a ,�. i '; - �' 0 i 6 Sanitary 1 11 1 _ 1. - - - - '4.C, ;-.. _ i._ - __ / �'.,- Sewer Line t ./ �/` / { I-0 - `�- -� � _, , ' i . / �.H i� - - �\ % ,/ _�_ - r� ,� / J Exist. Manhol - T--1-- I x Y ;n -^-�-f ' , �1 '' 20' P.U.E _ _ / _ _ ��� _ f3;9 T'i' rigr. -E.Sr •,.F•r' i•'" - -/_ �.-....::✓ , / . ', 7 J ^ / / -- r, / -fir \ 1 �-"J'-s,`r.y flLl t P �, 1Y*L:rq j � - -- _ c rt� J - -- `� /Prop. Sanitary 0 �� IEf ` I ` �� J4�� k, � �.,.1 i�nr I��.prr� r�M ! fw�d�i�{''1 1S 4 � E- ��-- -_ _L----- ---J -_-- � i � +itii n � / - -�� /, �'' / SoweF Line I+I T I 5' S�d. I q 1 ro le,L+f1r.r,;rs,:,s - WL' a-WL 8_\� /� y+,, "' / oI "Ill '' l fr , t. l I E R Rec seed `; ,,� u % t - r_�_- ll\ \ . :c;1.; ., n } / Prop. PUE Inlet R 2so ,, '>i`:� Q /� ��- ` ,' - rop. 8 Waterline 1 0;' / I _ _I 'r ;�}a 1i : rTN `� it U __J C -.,.� ; \\� `- =- L V, I j. / P A I"? 1 I Iti! I . F: -,�sa ,l s r.r /` I _.._ �: _ ,. ,e , ( /New thdewal F �¢ k I � <1:. C,i� / /' /' / I� r Prop. 36' ' '�" =a�' ;;� �,� sj a=` _ I- I LOT 9 { I �fry I I 1 _ .. I ' RCP k § y PM , ,� 1r ,rt� I,Nv '/ B I�,\1 I / ` � J `, ! / I N I % i I ( A I j ,.- ... I__ t yr r ass! I .iY/1SJ,. l ��r, t J O i I �r�4K µ) -' / ' I / %�' eels r.'iyl'aa, "i{�`0<'' �_ y„ _y . .�'1 ' ( e� i r. i / " '.1(( -�-� frt L:;'s. � " I Pro 3 Pro 15 S rin Creek Holdin s LC `\�26 / / I \ i ,, " i`�....:'. �jW+t HC s all 'w=� : k' i , , ` 'y'"r - M1 k I p. 6 Private P 9 g r' }_ i I I t f / / . � .�...� t ,,, -,�,-, , rr4 ,1��.}J£ _ miT 'Y �ry I RCP I t n. � I; ' , ( P) ,, .a r, r a. ,,r, ; 1.ri_y ,, II Access & i Zonin C-1 w/ OV ,,� � JJ .,. 3d Drainage I f'1 � '_1 I ��;,, z / I \,\ ... -.,r' -- Prop. 0 PUE �," t.�r / / I ? �,. yp)1t, rJ 1 L I Easement (;"' ` / T - Vic. I-- - � _ ,�: I+• "�,' r ,' 3t� j I' 1 �- Future I ,r �� j 1 �1 L �~ \ -=- 1 �. ,.K I ; I ARKS ( I r r�,: .U.E. & koss m 0 �--__ / . I `tt' I � ..r •.y i4, tnjgl a I y ipl I J l 5 a: I.e %. / C I ' C - I -?"' .,; " - ,� .� ,f�;� f-SOk`-rrf11;1_11�rV, 1 s,;;",'_ _ I I All New Elec rical --�C P.U.E I ,.,�. - , Access Easer�tent FEa a Cross alk Stri m � �z � G, _ M ,, Y I I Conduits Pe Cit / �--- �' u 26 { �. - 9 n Ur q8 Y' 3 y i �dddJ Y 1 r 1 2 -. I, ' i with "cavemen °°'� . xfyY�S y e; {;r�'''' I Prop. 15' - `� Electrical PI n I _�y ' % J ; � -- - - - r In I Private I , 1 .. 1' _ I '•'►' / I0. I q, Pi II Access & 1 w I xsy -_ CI �' ! . I / E sting 26' PUE / 7 / % r Drainage / .. /�, . 1 t., I / I { / / X. -, , ■ \ New Sidew lk g ' Easeme t s+ "' I rking Lot X `." / „ I ising 7.5 PUE I � C- • , �' Li h S u'' / 1 I ® / I / , I /__. l I Lights -TYP " . / 1 Il I 1 I I FU U c i I I , 1 // / to 11 _ _ /'' i ' ,`�j, " , / / f U 1 'AT ' %� I I \�' I I i I ��I :,. I / J, XISTING I I ,� I 1• I I I .I I .I",; / / I J tw; I 40 FRONT SETBAC ''' `I" / E R/ m I I ,. ' URGEf�T EXIST NG A 11�111V / f� II I Pro 30' cr �/ == f / / i, PA'C`I`1� I I p oss ='s=;' ; " -- - / CARE ll / r I / / j i I 12" C�rb A cess Easemrit' -\ _'- �' /_ _g- '=- _ �. 21/ i' I - S . o e R'eg al / I Breaks I - -- ",`I I �c r-pill,�Ih - _ �Q� - __7_ / / 0E____M : r CENTER E ® H p th e j /I n J I I I 1 _ ! _ -7 i _ * / - - -�-- / y - /' ' / _ _ Z n n 1 / / 2 / ( - _ j� j -_ r-" " I :� i of / - �__ -erg- 0 g' �0�/ f r-rigation 11 I I g' 7- - - - / I /� I / R 6' _�- - - _ ..:a-.- . ~'`_ - _ R�2 _ - I - i . of / ' �_ i _ l l 1 I Meter -�- / l --�- T"� \ / i (� / �- - _ ,ate 4-WL>�- = �" .''.S +'- - / / / ..--� �-. �- �� - 1 �� OE % 25 _ a • r .I "t.Sl. C/ ��f{i'I. tQ'/�,.Y.n.�c F - .Yam..\ ' 77 / i' I / �' 1 '�' � �- _ 24-.WL ® --� r, �, . d r• - .y,,$1 �H > n 17577i, / r p- i i ,1. r , / 1 �;� j Remove &/ Reloc�Ee - o - C ,w� ° = of _ R30' r e `,wr, ` r� ` r � . r ! r ^>. ,.., x •, ...1. Right T / �, / /` C/� / _- F' Ydrant�� 4 wL - �.� I t a. - Existing 25' Utility Lane / i, �" " ` 0_ w of Easement (945 39 -�� E _�- _ - o .Gi- j // z OE -0�- 0 _ \ -� i' i- i .. .. _ .. _ / - /� C �I�-_--__\ - - - ' I °E -- -._--- - ---- ---- sting 20 Powerline ----- -- -- OE" OE OE }'OI .1r E - --- -----'-- - - - . _ _ Eas �-- - .. - - -- - --- - 3� try. "- � ement 75 - r__ _ _ - _�i -E i �'I -- - is mg 1 Wa er & ---- , - - - -_ _- - 'cr _ _ - _ - _ ``_ - E L Sewer Easement _ - _ - - ,- -------1-- _ '1 __'� _ - -----.�Drai '�1 _--- I ---- �� - = _--- = ~ _j ~`'� ;- - `,-,, rop. Headwall _ 590 27 --- - _ \ !_�;, �, -- -.--- - ��__-`_�--l-r� f' - J ( with Safety End Fight Turn Dece ei-ci on - - = (Prop. 18 RCP Storm' fir:} ---- _ Lone �) �'- / �i N Drain Extension __-� � /- _ ., _ _ FRONTAGE ROAD i I �' _ - 1 1 , �-. 1 ' 1 \. __ 1� __ \ %1 `',_` ' 11 - .--- _� �--------- / / m Lk, 1 , vJ4N C) (TYP) PA lwa It -1" SLOPE 2" MET 141C W,& SIGN -WHITE LETTERS, SYMBOLS 4 STRIPES ON BRIGHT BLUE BACKGROUND ADD'L SIGN • YAN SPACE ONLY R I -In" -TYP. 3e0 GALY. ST POST 64 GV STD ST PIPE -FILL W/ CONC. 112" EXP. JOINT WALK lilt II.I: .".-r.11 . . . .1 `4 iD" . . . O I , CONCRETE FOOTING - . 50'x Be STEEL BAR THRU POST If.-* INSTALL ONE SIGN PER LOCAL ORDINANCE 6 `UNAUTHORIZW VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTMGUHMG I6PLACARDS 1 -6 „ OR LICENCE PLATES ISSUED FOR PERSONS (DIA) I WITH DISA0ILITIES WILL BY FINED. l-IANDI CAP S/GN INSTALLATION DETAIL 14'-6" 6'-0" SPRUCE WOOD FENCE WITH 6" STEEL POST 8'•0" ON CENTER 6" x 4' TALL STEEL PIPE BOLLARD (TYP.) REFER TO 07/133,01 FOR SIMILAR CONDITION %- / / - - -- - ----- -- - - 1 1 inoh��. eo t..1 6' STANDARD STEEL PIPE BOLLARD (TYP.) RE: 07/G3.01 I / 11','<� // \ \ ��// / I'1 \_ / ".I - \� \ / � " �\ \� �� ,,c 'r. ��\ ;p ��. �\ SITE e \ `�' . ` � :\\ Q ;; =�, G�` , ',: ,\ , � \�\ O \P� \ �. \ \ \�� �\ \\ ' %, c ,."e,, n . t. s. ` �": \�, ,. 1 `"! \ - - -.. VP Q��y> ��G� •��, II \ \ `\ 2 x 4 TOPAND BOTTOM RAIL 4" STEEL POSTS 64" ON CENTER SPRUCE WOOD J SLATS VICINITY MAP N.T.S. GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 b. Contact Kimberly Winn ® ATMOS 774-2506 C. Contact Mike Lavender ® Suddenlink 846-2229 d. Contact Isabel Cantu ® BTU 821-5770 e. Contact Mitchell Gas ® 779-4460 f. Contact Union Pacific Resources ® 778-8525 g. Contact Richard Wallace ® Verizon 821-4752 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2008, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers r 1 seal where applicable. The contractor shall be financially responsible for the engineer s time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 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 otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction f o Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, and Veri on z to adjust the location of existing facilities. 13. The n r co t actor is responsible espons ble for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled and remain onsite if properly compacted in lifts and tested for density by geotech. These permanent fill areas will be identified onsite by owner. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not o be visible from any public right-of-way or residential district within 150' f o the sub's lo t, of measure from d o a point five fe et above rode. Such screening j P 9 9 shall be coordinated with the building architecture and scale to maintain a unified appearance. 16. All soil exposed by construction shall receive cellulose fibermulch seeding. 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at a minimum supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College Station Utilities Director or his/her designee. 18. "Ghosted" buildings and parking areas not being constructed with this site plan are for illustration purposes only and have not been reviewed for compliance with the UDO. SITE PLAN NOTES: 1. Name of Project: Spring Creek Commons 2, Legal Description: Lot 13, Block 1 Spring Creek Commons, 4411 SH6 South 3. Owner: St. Joseph Health System c/o David Hall 2801 Franciscan Drive Bryan, Texas 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 5. Zoning: C1-OV 6. Existing Use: Undeveloped -Vacant Proposed Use: Medical Facility 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 6.083 acres 9. Water Demands: Min.= 00 gpm, Avg.= 19 gpm, Peak= 77 gpm 10. Sanitary Demands: 13,680 GPD 11. Lots 6 & 9-12 has been determinded, as shown on the Preliminary Plat to be part of a building plot and as such will be required to meet the requirements for non-residentiol projects exceeding 150.000 square feet. Part of this site lies within the 100-year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041 CO201 D. (as fitted on 1994 CS topo map contours) Effective date: February 9, 2000. PARKING REQUIREMENTS Required Parking by the City of College Station: Building = 15,000 sq. ft. 1 space/ 200 sq. ft = 15,000/200 = 75 Parking Spaces Required Parking Provided = 82 Parking Spaces (8 Handicap Parking Spaces Included) ELEVATION a +r D 1W ❑ •1V ❑ +4' � NOT RF-'?�!+RED �..- : _ --_ - - - FIRE LANE DESIGNATED PARKING ONLY All curbs and curb ends designated as firelones on plans shall be painted red with *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. f,9 ® FIRE LANE = ME IN SW FIRE LANE IN M = FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz 1 CLC vi a QJ ccCn i A A +.I? T I j _ I 01/13/2009 o �::. . :` '': ..... VERONICA J.B. MORGAN .............................. •, �� 77689 O; :Qr �F;G/ STEM .. SSrONAL EaG The seal oppearinq on this document was �, authorized by Veronlco J.B. Morgan, P.E. 77689 on the date shown above. ". 3 K Fl" -0 V - (-"3 (n r-"-. `l-1.-4 -' Z 4 %, �' w 4- 0 y", w - o U . � , 1- , w 1 V W r (/) 06 J W U a0 �- w F-- = z U- -r ") LJJ 6 a. (1 . V 2 G1 Q � f'- 0 � 0 J -� I'_' (n _J -rX vlw 41F-M5 Revisions: VE CHANGES Drawn By: MDK, JUJ Checked By: VJBM Date: JANUARY, 2009 Project No: 2008-035 Sheet No: C01 SITE PLAN _ _. ... . 11 I 1. . -- I _ i � - .. � � . _ _ _ A ­ - 1-1 'Wil %21 J "ONTROL MONUMENT NO. 138, ALUMINUM DISK IN 'ONCRETE. ELEV.=297.55. X= -581.51, Y= -2469.10 SAFETY END TREATMENT TYPE "P" PIPE RUNNER (TYP.) F 31...! P1, 1� . ...... 0 P'. Ii u., Ii, Pipe I.D. SLOPE WEIGHT W L Wall A Item# 18" 6:1 2,985 Lba. 29 in 97.5 in 5 in 3.75 in 049041 24- 6:1 4,840 Lbs. 35 in 138 in 5 in 3 In 049071 30" 4:1 6:1 6,425 Lbs. 9,590 Lbe. 44 in 1 4.4 In 128 in 186 in 6 in 1 6 in 2 in 11.5 In 049091 1 049101 36" 6:1 12,485 Lbs. 50 in 228 In 1 6 in 12 in 1 049131 42" 6:1 1 1 1 049161 Based on Brooks Oldcastle Precast 2000 Catalog TYPE of P" SAFETY —END - TREATMENT NTS mi 13.72 LF. of 6" PVC 0 1.6X Slope 1 PVC 14.25 L.F. of 6V PVC 0 2.0% Slope 11.84 L.F. of 6" PVC (ASTM .0% SD30lope 34 SDR-26) 0 3 Prop. Cleanout C/O Top= 276.62---__,,_, Modified F-L=- 270.64 Junction Box If JB Top=276.70 FL ln=272.22 _FL ln=271.0 Prop 36" RCP —Zz if 59.95 L.F. of 6" PVC (ASTM D3034 SDR-26) 0 4.4% Slope 6 . . . . . . . . . . . . Prop. 6" — — — — — — — — — — Sanitary Sewer �_ep-. _-.� ;�;- - 6-ss 6-SS L- — — — — — — — — A ss— , Pf G—SS ;C-, — — — — — — — -- Prop. 6-SS 6-SS— — — — — — — 15" RCP r Prop. 36 -7- 5 5' Std. ku Recessed Inlet K,ram,m ka tj j, . . . . . . ..... ti K 91. L? . . . . . . . . . . . . . . . . . ae T., __J > ,� if Rr EXISTING ;- +I1 1►�! ll lJR ENT EXISTINu FARKINU, CARE �;i; i CENTER n --1_! .._i �� � iil'1�!I Moil 18 - VIL 02533212S= ZMERNPAM59M 18-WIL939l 011— OE 0 OE OE OE— - Z-- w.c, .13 Al 17) i if 2 0 �, ,r .mow I i.- - - - I - --i + { g F t 0 u F Prop 36„7 Headwall 'a Prop. 36" RCP Future 8" Waterline it I ? Future PVC it Electrical Conduits cri Future Switch Boxes & Junction Box 8" Waterline Future Pull Box tl Future PVC Electrical Conduits "--Future Pull Box Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226,1917 fax 817.226.1919 www.ascensiongroup.biz E cl) -C 5 4. 01/13/2009 OF ................... VERONICA J.B. MORGAN .................................. . 77689 SSrONAL The seal appearing on this document was authorized by Veronica J.8. Morgan, P.E. 77689 on the date shown above. Uj Z 0 U) Uj (D 0 Uj C/) U) 06 Jv, wOHF— W Z LL a�W Uj U) ,U� 0 < U) Q Lij Cn Revisions: L'a VE CHANGES Drawn By: MDK -Checked By: VJIBIVI Date: JANUARY, 2009 I Project No: 2008-035 1 r- 1 Up. 10 F%%,r- 11 lrl'�T!15 feet CO2 UTILITY PLAN rnw^��/ � ~~ STATION �PS ALUMINUM D�� |N � qONTROL -' ��`°'��'� - 1'51. Y= -24�8.1O C3 / ' | ~'- SWALET�� / | DRAIN �-'1.00�� MIN) ~� ^ / ! `` � | . � � "J YI�TING UROENT CAR ~'`'^-'` PARKING L~r / y / ~_ ~. GRADING PLAN o v SCALE �- 1 __ -��� Property Line ' ' ' ' ' ' ' ' ' ' ' ' ' ' High Point -------- vO0Cl(-:-------'Existing Grade Proposed Grade �Q.--OQL ------ pmmpowed Gno6m ----------g""----------- Gas Unwo ----------cLcc'--------_- E|m«tdco| Dnwm ------ -------Ss------ Sanitary Sewer Unao ------ -------wL------ Water Unww 000.00+ Proposed T/P Prmpumed T�� Elevation^~����^��~ E|wvotlon T/P = Top of Pavement T/tC = TOP of Curb STORM WATER POLLUTION PREVENTION PLAN GENERALNOTES AUDmME:* GENERAL PLOTTED:~=Sep "=' - `*' w" l A|| contractor vehicles, including ( ' vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project. 2. Contractors mhoU snouny that no dirt from the project accumulates in the existingotnyeto. If dirt or dm6Mo from the project site o��unu|ooun on adjacent atnsmto the contractor shall immediately clean those on000. ' 3. Contractor ohoU place erosion nonbn| protection at appropriate downstream locations to minimize silt and debris from ov leaving the e construction site and entering the dno|nogm system.- 4. If required on the plans, the contractor shall maintain o vehicle wash down area of sufficient size and in o location to facilitate cleaning his vehicles prior to leaving the work site. 5' Once vegetation is well established contractor is nmapmnnib|m for removing all temporary erosion control ,noawunao (i.e. o||t foncam, rock check dams, etc.) G. Structural controls ohnU be installed as soon after clearing as practical and maintained in good working order until the site is otwbU|aad' 7. Alternate structural controls may be utilized if approved by Engineer. 8. The contractor ohoU comply with the TCED STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. onLin Ci W. Do Curb With | ' Toe Down 2^ Min Toe Do wn NTS | w/S f - FILENAMeem-03-GRADINGnAN.dwg 24" Wide Solid Cover East Jordan Iron Works V-7GDB' or approved equal. --^ - 4^ " T 0.5% Slope MATCH EXISTING __J ` GRADES ~�. FR[C���hJT����[- C����F� LJ��� ONTAGE ������ � DVV | MATCH E: GRAC " ��%���������U���� �-�w�0��������U���� Groupu����K~^�^��xA�� 0 U �� Architects oo������� �~�~�- Arch|tec±re Planning Interior Design 12SOE.Copeland Rd. Su|teSOO Arlington, Texas 76011 tel 817.226.1917 fa(817.226.1919 wmow,ascensiongroup.biz | All 13 Ino Cn PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS CONTROL MONUMENT NO. 138. ALUMINUM DISK IN CONCRETE. ELEV.=297.55. X=—581.51, Y=—2469.1-0 l � REFER TO GENERATOR PAD DETAIL I FOR PAVEMENT REQUIREMENTS ,A t FUTURE HOSPITAL EXPANSION Lot 13 Block 1 TREE WELLS — (TYP) l j i- j i 4_ • f, CROSSWALK STRIPING — USE PAVEMENT MARKING PAINT 1 , -- �i!I� �I ±Iiiiill� �— HEAVY DUTY CONCRETE PAVEMENT— — NOTE: ALL PARKING AND DRIVE AISLE AREAS ARE CURBED. TEMPORARY CURBING CAN BE USED WHERE DRIVE AISLES ARE ANTICIPATED TO BE CONTINU8ED IN THE FUTURE. LEGEND ya�r�c EXPANSION JOINT STANDARD PAVEMENT (6- THICK) ' ;,.;q' SIDEWALK ;' (4- THICK) ----------- CONTRACTION JOINT HEAVY DUTY PAVEMENT (7- THICK) BID ALT #1 AREA (SEE DETAIL) 3 ' HELICOPTER PAD (REFER TO �� 3 I GEOTECH REPORT FOR t „ —DOE [—End of Pavement I I � II fill I ll �l l .I _ rc, r:l : Y=—2257.72 Cl­ .— nf%A @C ROAD TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS �R8 EXISTING G URB Saw cut to provide r . p G neat edge of existing curb. 1 , RED GSED PR Y J,. f Y / t l • J /� JZ) S f/ J.� 1 y Leave 15" of rebar of the removed curb and tie it to the rebar of the new curb. o CONNECT TO EXISTING CURB DETAIL NTS FILENAME: conect—curb.dwg PLOTTED: 07 Oct 2007 — 4:30 pm [ I a #4 Bars ® 15" O.C.E.W. 6"* 3500 PSI Concrete \\ \\ 8" Lime Stabilized 9 de NTS • BID ALT #1: Change 6" to 8.5" and install on area with cross —hatch: shared drive and emergency drive loop only #4 Bars ® 15" O.C.E.W. 3500 PSI Concrete e Lime Stabilized Subgrad�\/\\\/\\\/\\ HEAVY DUTY CONCRETE PAVEMENT DETAIL NTS New Concrete Proposed Reinforcement See Detail Existing Concrete Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) (Epoxy per TxDot 5016) a • nLENAME: connect—WW—Concrets.dwg PLOTTED: 14 Oct 2004 — 2:04 pm SEE CONCRETE PAVEMENT DETAIL FOR REINFORCEMENT SCHEDULE SEE CONCRETE PAVEMENT DETAIL FOR PAVEMENT THICKNESS STABILIZED SUBGRADE • ' WHERE APPLICABLE 6" Asphalt Pavement Section APRON CONC. - ASPHALT PVM0 UM TYPICAL DETAIL SHOWING CONNECTION OF APRON CONCRETE TO ASPHALT PAVEMENT X`-796.13 -aE—" Y=—2332.2 n �� of Elev= 296.39 3 II OE w — I --e� DE X=—817.44 � I X= —843—2315.62 Y=—2295.1 I 295.56 wo-.= cs„— ooj; a n . MATCH EXISTING GRADES ells.,_ I)oa rla col' OU FEP g )0g ` Qi,LL. .a0 --j iti,i"It;}N ENGINEERING Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz a O ® IC13 Cl) .- 01/13/2009 iry • • • � •'•fir :.............................:.* VERONICA J.B. MORGAN ....................................... a'•,A5 77689 O;'Q SS�aNAL ECG The seal appearing an this document was authorized by Veronica J.B. Morgan, P.E. 77689 on the date shown above. CD W O Q rF_ v, W 0 W J O � U W CD 0 _ W U) W w U 0�— Z U' Z: ") � WCi LLJ . V U / O — J 0� ~W • Tic r-%W -$IF-IA43- Revisions: VE CHANGES Drawn By: MDK, JUJ Checked By: VJBM Date: JANUARY, 2009 Project No: 2008-035 ISheet No: KIM PAVING PLAN IHKUJLU I ULNUHMAKK: U I Y OF CULLLGL S I A I IUN (;PS CONTROL MONUMENT NO. 138. ALUMINUM DISK IN CONCRETE. ELEV.=297.55. X=—581.51, Y=—2469.10 FUTURE MIOBtr1 '�LJ / 60,000 SF VVA TERL INE "®" 8 PVC (OR 14 - AWWA C-909)� SEE DETAIL SHEET FOR EMBEDMENT - I II I` n Sta.9+54.13 (Waterline B)= Sta.2+64.63 (Waterline C) FL=276.36 -- _ 8"x8" M.J. Tee- 7` 6+00 7+00 8+00 -- 9+00 9+. 6.42 r- —g—wL�-- e—WL-4-- e—wL--,`— —ft e-1001.---4— a—ft a—wL I e—WL ? - - - -. - .-- Prop. 8 Waterline a. +52.22, FL=276.25 1 ; 8" M.J. Gate Valve w Box t _ I _L . Q II Prop. 20' PUE ot �J E3'1 o c k 1 y ::.;�". T—RCP— —ir- — 36�RCP= I �' ,.~,•s~' I ®�t"'Q5 1r zr I r111- II i �I 1 I j 1 % i•TtdurA� . rY FUTURE M013#1 i;ri"r II I i PARKING f -S*z"'`� A I ►I I i zee 04 I E 2e2 2e0 27e — 276 / / 274 8" Gate Valve w/ Box 272 I i — i 270 ciJ:r'�rw r 2M I IIOD II a] O cc tO1o0° O go 2ee .. J I � 2 2e4 G Id tp ' .2 M N i If If II 262 ci; N 4+00 STRUCTURAL BACKFILL Grade i / Final // rGrade I N F/L=268.70 i -------- 8" WATERLINE I j 8'° PVC (DR 14 - AWWA C-909) I SEE DETAIL SHEET FOR EMBEDMENT m I I ' I IC14 in 0 N tp N N N ^ ^ n r N 11 N N N IN 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 STRUCTURAL BACKFILL 8+50 Deflect Water Line 40' VERTICAL CURVE =0.471X.G2=54 Rb =775.96 Rb Minimum=400 01 N n N Jl- 9+00 m 1t D FOR FEB 0 g 2009 COLLEGE 6 A`I'ION ENGINEERING I 8" Gate Valve. w/ 276 274 -- 272 270 Zee to N M 0 to N \ J J I Zee to � ; i N+0' I`f~ +j 2" d d x i co � co T!--�202 9+50 9+80 Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 te/ 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz FYI ''Gu►1� 1 01/13/2009 OF • TFf '.:............. ................:.$ VERONICA J.B. MORGAN .................................. o . 77689 0F•.G/$'TEFL: sS�ONAL ENG The seal appearing on this document was authorized by Varc Ica J•B. Morgan, P.E. 77889 on the date shown above. Revisions: VE CHANGES Drawn By: MDK Checked By: VJBM Date: JANUARY, 2009 Project No: 2008-035 Sheet No: C05 WATERLINE A & B PLAN & PROFILE PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS CONTROL MONUMENT NO. 138. ALUMINUM DISK IN CONCRETE. ELEV.=297.55. X=-581.51, Y=-2469.10 if 1b I ,t r II it ; � f 1. ',\ 'jI ,, � ' �• . �• � I jt Scale: 8 WA TERLINE C 1 Inch 30 het \ 8� PVC (DR 14 - AWWA C-909) �l SEE DETAIL SHEET FOR EMBEDMENT I Sta.0+04.65, FL-279.92 \ N, 8"x11.25• M.J. Bend t F C( 1 4 Sta. +03 - P A 0 .07 FL 279.92 J � c a J f i. { 8■ M.J. Gate Valve w/ Box� , ,'' - f. f 2. ' Yam. ]n ! > •: .: \ Sta.0+00, FL=279.92 24"x13" Tapping Sleeve & Valve IConnect to Exist. 24" DIP Waterline o \ m I I I I I , I , 35' PUE/Cros Access Easem nt Sta- .2+6 s 2.5-,3r, - FL= 276.39 8■ M.J.Gate Volvo w Bo- xt.:, $tIr a. +r+sN 4.s3 - (W aterline e; C;l— f'F y , i y J-{C Sta.9+54.13 (Waterline 8) FL=276.36 \\. ;73-�13 -—_— 8"x8" M.J. Tee - ® alum ® ■� 1 � L- It � ` r r Cl-RCP / .� e - _ t .ZDJ M C_ l o I a7 c ti"t` e .vaSr I O Q O •i j>ruf c f, I S. ' m N ■ 2-4 / ' -p E 0 L -p © a n c • L `r. \ J - L—� -- \ y— — — — — — — — — — — — --- F J HJ.,i)f !!,R 1, ., x �„ �• 04a.5+46.64, FL=272.50-- ;�<P Sta.4+82.31 Waterline C t •�>_J• ,C�,., - .J ,r�f' J, rtF Lc- t. Sta.5 19.44 (Wa terline line D �•.. yf x. •i-ce � 1r:ir"f�-1-S I a,) �- 4= L ..,r r !rr: � 8 M . mJ. Plug 73.38 4 Blowoff ValyeFL 2 �8 x8■ M.J.Tee / A G - v,�L C Sta.4+84.41, FL=273.35 ---- 3- 3- 8" M.J. Gate Valve w/ Box o �� 290 — -- ,fee � iW 286 284 --- 8" M.J. Gate Valve w/ Box 1 262 260 - 278 I -- -- -- - - -- - ----- - - ------ - - - -'- — ---- C r i 276 i - - -- - --- - - - - - - - - - --- --- - - ---- -- -- - --- -�-- - ------ - -- I - - Flow line & Location of Exist. 1 24" Waterline Assumed ! -Contractor Shall Field erify j Prior to Construction 274 (--- - — - - - -- - ----- — — -- -- -- --�--- 1 ( I z � 8 " WATERLINE T *** 8" PVC (DR14 - AWWA C-909) SEE DETAIL SHEET FOR EMBEDMENT I ! _ STRUCTURAL BACKFILL ---f—� 292 1 290 1 Fr-71 E:iml 1284 I 282 --I------ - I -- -T ---1 2W el-8" M.J. Existing Gate I I ! 1 f I I Valve w/ Grade I I 7 6 M.J. .Gate—--- -1- Zi8 f/ F/L=273.49alve w/ .Box J I I I 15" RCP Storm / \ Drain Pipe -� 12Pipe -� - ..----- -- ` ----- - -- . - ---- ! 270 I / Ci _- i -/ Separation ` " I f `J•> 1 4 I ----- 11 r Blowoff274 I 272 I N a� --------j-- ---- -- - - - - ----- - --- - -----I - - -- --- --I( --- - - ----r- - --- -- -- - -- --- ---- - - - --- - — - --- --- - — -- - 272 -- x i 43a M I O I II^ 00 II X 2%c O as 3---� --- -_ ------_..-- --- ----- ----- a] I m m i N N U tn m O i as ■ rn rn ! j I of u N N o N C - -- - --- --j ------ -- ._... - -^ - - _ _ ----- -- -- ----- -.._. -- N --� ---- -- JI - j-- - - - M _! MiN i -PF -F 270 II II 14 > N o m m z c 2 �V Eiegt. r. fA �; II II U c >° li a7 II o v 1? - I C C N Ft�.=5+1 20 N _ ri > 3 3 „ 3 3 0 /L=271.�63 p�hUiiE a! . o � °• °� o� = = M vl a°'i �` > 2- 4" Py� Elect v 268 2 CIto_ M ++ M7 M_ oo C C C C 2 c .. c to �j C9 d M m m M m i 7 t`? -co .o- P%L=271L49 9 268 + ■ �. �! to co N + + + + N of in o p� C pp X Co Ni NO+1,Nao �� �� �� ��' ettnN� 3 II II II II + + t� O (n040 N OD tn� O +O+ N+�+ ■ O C• C• I G C IJI � �m o�m - Of-- -. - _ . �V- - - - - - -- - -- -- -! r -- N I N Vf ti OD in Co to ed d II x 206 - - - --- - - t0 _ i n i t0 N N 12 nD j � Of N +C. ■ a ■ � d' N a0 rn � � to ++ +• ■ n ^ ^ - --- -- - - -- -- - - - - - - - -- 266 N N N IN N N N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Ascension Group Architects L L P Architecture Planning Interior Design 1250 E. Copeland e and Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226 .1919 www. ascensiongroup.hiz 01/13/2009 OF ..................................:.... VERONICA J,B. MORGAN ................0:.��. • 77689 • sslONAL SN6 The seal appearing on this document woe authorized by Veronica J.B. Morgan, P.E. 77689 on the date shown above. X W H Z O N H w 0 w J J O U � i CD J v� w = W O I— F— = Z LL a�Wo W C/) Q O r�n Q W§. J � w/ I -(x Ft/.M # F 1443 Revisions: Lj VE CHANGES Drawn By: MK Checked By: VJBM Date: JANUARY, 2009 I Project No: 2008-035 I Sheet No: C06 WATERLINE C & D PLAN & PROFILE PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS CONTROL MONUMENT NO. 138. ALUMINUM DISK IN CONCRETE. ELEV.=297.55. X=-581.51, Y=-2469.10 I i _1 V U O� {V• 1Y=, / TIEN-T \\ ^1ME, -r,%IA QD lb 1 � jrWJl /t STORM SEWER , !'f i L e36 " RCP (ASTM C76 CLASS 111 �J tl i SEE DETAIL. SHEET FOR EMBEDMENT ry ` 2+00 SD-1 STA: 1 +26.14 T T/INLET: 262.22 ' - ''i - J_- " S I; 0- PROPOSED YARD INLET* '' -- i FL(30"IN)=256.98 J jJ'� �s�� FL(36"IN)=256.98 j1 I ^ .6 � � w E FL(30 OUT)=256.88 % ><----- r r 6-SS r 0(0 *PROPOSE YARD INLET SHALV HAL OPENIN ON ALL �OUg�U I 0 o - _ SIDES. Y D INLET SHALL BE ON PR CAST "TYPE E ! , _CURB IN CITY OF HOUSON" 0 APPR)VED EQUAL. / „ F SD- / I u _ t: n46 I / T/Ifs A ,.. y ,• GYr .e!.qy STD: t ! Ali FL(1 �7 , I FL(.. 5 , rrn I r: j == Scale•- 1 loch a 30 f /7 I t 268 �- - --- --- -- -- - --- - -- - - I 286 - - --�- I 284 --- I 282 I I I 280 I --- ----- - - -- --- -- -- I ------ ---1-- 278 I - 276 --- ---- -- - -L- I � I 274--- ---- ---- -- - -- I 272 - -- - 270 STORM SEWER 1 36 " RCP (ASTV C76 CLASS ///) SEE DETAIL SHEET FOR EMBEDMENT I ! SD-1 STA: 1 +26.14 268 T/INLET: 262.22 r PROPOSED YARD INLET* FL(30"IN)=256.98 FL(36"IN)=256.98 266 FL(30"OUT)=256.88 -_ I 264 - _ JB1 I EXISTINGr 262 GRADES - - --- -- - - ,?. Al ,:I:Y cti' i,. . .� J 4 r �m�-, f yr'1• {I't # rt" a r f,}yc k , a{.}'s: r� t'� SaK'r1 r trri' 7y} a '4f �S%,'i'21^'! �f•'o•? 'f SI+" '}% i 260 ;`n>�1y,3s/WTpf.+I`( dx}Cf��}5rysjrsxdre46ay1 b%ayr r ,l�.x,�y r ',`• ' urr g�z rnaofs ,,t4 r� y_4 rsi Y '�t°r��jg• Z�y-q,�e�JY' r r 7'ta. ti '�,; ,t,�-trt �i'l i' t• 4 t r.'�e. YLi u R. 51, irr,t✓ Y rz 4i p. ,0,�t•,, f. r d H�i4aJ''&tJ'ir EXISTING�,,,�''�"y fn r t 30✓ RCPnsW✓�>'ar r?:J�GQ s`�4r�✓}i 258 t5i ?%T s',r; G,•j`.i-:'�s=!c �%7 �'c�t` x ::'l.:li•M•yl?ts'':'`TA.h;:•r!'in:^✓ Y�,4wtu .. IirS.: L:iUltry.' �� a t•`• -I- 256 6" PVC SS 254 I-- --- - - ---- - -- - ---- -- - Sta._ 1 +05.01 - ---- - --- - - - -----'----- - - - F L 254.07 Go i 252 (- -Ci --- - I ---w a -� --- �' ----- N N in N N N in N N I 0+00 0+50 1+00 1+50 2+00 C \1 �;_;::: A 0[�Dj IN .��,`Ugip. STA: 5+88.13 ATE: 274.82 _ 44" GRATE INLET - �5636) - --- - _ "OUT)=266.53--- --- -- - --- -'- - i \ Y SEWER 1 STM C76 CLASS HEFT FOR EMBEDMENTIF -;:� _ w.•.• . -'� t 8 41 f ,W,,, 14 'r x^� k M^F J�f• n w SEWER 1 SD-1 STA: 5+88.13 _. _ _ SD-1 STA: 6+53.80 T/GRATE: 274.82 �- ! STD. 44" GRATE INLET T/INLET: 276.21 STORM SEWER 2 268 STD. 5 RECESSED INL (EJI V5636) =266.63 6"FL 36"IN FL(3IN)( )=267.1615� RCP (ASTM C76 CLASS 1/l) 6,r T = - FL(36"OUT)=267.06 -- [-� 286 286 -- A 286 L(3 OU) 266.53 SEE DETAIL SHEET FOR EMBEDMENT SD-1 STA: 5+26.34 T/GRATE 274.15 IN3 IN5 ----- -_-- STD. 60 GRATE INLET -- -- -- 284 284 (EJI V5732) - ---- -I - -� 284 FL(36"IN)=266.12 SD-2 STA: 8+05.00 SD-2 STA: 8+9 .56 -- SD-1 STA: 4+52.12 --- FL(36 OUT)=266.02 --- --- ----------- - --- - , 282 282 =SD-1 STA: 4+52.12 - a -&rg, I 282 =SD-2 STA: 8+05.00 T/INLET: 274.88 STD 24" J/BOX T/INLET: 274.88 STD. 5' RECESSED INLET „ IN2 I - FL(6 IN)= 272.0 STD. 5' RECESSED INLET FL15"OUT280 280 =1FFL(15"IN)=26920 27:00FL(15IN)=269.20 -- I 280)=. FL(36»1N)=265.46 I I I FL(36"OUT)=265.36 FL(36"OUT)=265,35 RD1 I EXISTING �' GRADES � � I I I j 'II•• / / �- --- i ! 278 278 IN1 B --- 278 PROPOSE ! I STRUCTURAL BACKFILL � I I 93.56 STRUCTURAL BACKFlLL I - -- -------t -- ---� PROPOSED ---i- - --- --�= 276 276 I --- - - --- GRADES PRO�OSE6 276 I j / I GRADES i / 2-4" VC 1274 274 l RADESG 274 Electrical Conduit Sta.=5 66.21 I F L=2 0.65 272 272 -1r� � 272 y 1 2,r ttVt - ;� ,,. f -•]94r . ST h� (,d-,,•i'L `� J,.�, } %jyl Yr+��•_ 270 270 270 +3 w r c R ,J 2 Y •-^ r n /• 9 ii .J C I 1 J+�!7T•'>z"r,l6ii;s2•t:� P6'T , .P�r t. .x+ S Y %jt j l •t� a ri r S � r �' f '.t " e rr 7: ''`h3� tiiti•, r�t f �,�1 A� �`, :. � �.r�Yli .ras! °,* ": _{y� 1'fi�'y/15>. Rw• y1i .,t: 3•..'M',vF�"d L ry...4 YN'Sa[i' ,,;•a�yJ_ jtiA��'�/ �1, rr•S`krr is-l�ir. fri� 7?�t h1J'� '� !rvk rn H� {,.j � 1. .T e �.�/ TyJ Y' h4* y`c1 Yl,�.:d}j,�Y -u'r r55'J'+�.k5+u^.adt€-xarnd+�'.(:� .-.r',•.r"v4';'s3L"2, i.:tis{'%'i r�},,, rfa'11-4e'S 44;[�Ly`•n �. t se�..r/ v.,�. t LG ` 'r' I" �:rr' ,'d��":'rS�;'iw_n ..� .. .f`'.r?ai�ki 4%t't;. '�44;, f4�r•i �i,r4'!,�><.,".1 .{_. a 1�J m -;UN ,4 "r C: Yi:L �ti ��t �.1.5.i1t .f'' !c{ •1. � -S j�i,� ."'c'v:_ :l. , ',5"•'c, �hS1�,5�� C,rKf .7t,'�Y ? t�.J r".+�'{1.. L;1o:.krt."• hi. :ln. +� {,� ,2ra •'? C: ,frt. y'y, ..� l.�:r'" �,+ 5 f•. ;,:%5'9�r�.r. r ..;wv`-' .r::J.,}7�-��1 a.:;i-.• "•a;n`etl: tK .3 �� ' 41 47M'. , wic ` i)E'- - �' j' :,;UiS�. :: r + h. F .,%`•"::ih:;:,.i,, ":e1j::7`,. :.i °�'.y•T. _ A e' •,:i� =Y'� : t _ f. r Pik- ..�.. - :!:. ^:a. S. �!�,-.•- %c.. .1t,a„ ,n.: ,r. k _ ./ a, ?i' • �„ ir•u= :7Rr r'L•t-",�, - -'L�•'r- '..+1- ^.4i. F.. :ry . e'- !�"' •,r �: ;Frr-. - . r)y:�;;,y; '••r[,dt • 7y� of r ROT �ii . ',• 'iti..7c c?!:5:�_• T. ES' :S,ut' t. a- L J r... s.; {s 2- r d' •fr •?.4si .�• _ ".`:t.:� •ry . Gft. ,...-'1', i�'sf-l1C.vr.7 .} 1'i��Q �r+ � �-!� i - r. .,(r:.-i ':•.7- '�•.. . e t - it- .rA f�'%V! :r.; ;..aY .�' ' .Y... _K. _ .r .1 rr T Si', �=o. �r � �'L. -! , --,�' ..I. 7. ,� . �..7:• <.l� ,,t r,:t... a•". �J' i+. >; •:r.,. .,, ,. c�, y�;,r-•.� e�. r • .$ ra:r.. ,� 268 268 ,r _.`r,. J�Z .I ^xZ, .;3"_ �:?"'Ft=Y,�:.�•.-_tr, :,..tr ,• ••.T: "�.y:^�r a Pr .:ti.. . .<, •:�4,L. ��.!,aF';.:,, .�,r .. 268 .:,auf�+J: � _ r,y .;7._ �!N• ' <r•: �l, ,1ji,q 7,- : ri. _n.$!:'s•y.. // !,- ., t<...l:Q�1, ,�•,,tt•,r-. nor, Lr., _ r „k, y i o:5•yr.k , :7 . ✓:(a ..f.. 't;1' ..�'. 1... 4, ..^lr' :Y �.._ .=5 , :Ai ..A.. v � S.L:•^„-... .;4:q'tr,. Zi• EXISTING :: -• ., ,'ra�- :,:. _ ..,... _ •,:: � 5 �.�•.'.,, _.•sr.. , _ .,.,, � � �;'r .f.. ,:,.. �,.,.�,1� ` � �.� . a , rr:n . '� _ � �v , 'rYi - ...m� y�r ,'I.�/ :f c • '•'.� , d :i'�� : .,y . ,s1�R r y. .. ri, �;<. �=,t:•:rt, c,.r,.:�.�!-:•�... :.h.?.' :i' 7n t.r .A,':`:L* ?-..4 r bra.-+, .t �•u�f 4� ?'.a :'1. 1�J. �r �•r 9. y,+cr Y,l JC, Y� ,� '<�" -tsi♦ >_„ r �•J: l^" ��kr. - :t4 � r .,z:• ;ty , �.1 - ,Y , J' n r� '... .t; �`r1::i 2iy-,-�'� .rn, r"-7 _ .xNrsY.:✓+ - ,'t r"•'..O�ei_ ,fyy *.. ,fi a -,�f, .X�.N rrli� �•� y.,, iri"t}7r ,IriF"r.., `J. ,mV '� tY f-'riy'• .,5:;. .k, J5 ., .F'.� .b,. hia:n I','.r^ .'iv ,,::_. ,iJ.l�'-?-. _ a ,' - GRADES I aae : i ..t., - r' ,• 't "re p ,tr �:, v x. - t: r. a dry. = -� >, :;; . t., . '`k�:, >`,. .r. L�. - L .r t , r,v _.,,. - fl., r� _ J•- :�US,.:�,�;;et,���'� , i, .��: ;�r y4 _ c-�.., Sta. 8+41 .09 -:',''r � � i : •. �>�.r ';�:f?,'i:'2. a,+.iT !� • 3!� 7f_ry .� .. �!, i`a �1 .t, t� r�,. T,.s s^; ricer, r . � � ..•� ak:_.; ,;3 :r -:Y.i@ !�`_ a...:d; Gor $�.. -�i.:r *' hip �t a r7wr}` h r7.. _f i•G, oar o. %. '• .Na^ii.° yi,_ ,Laba:•s'a•, ��. ,�. •v .t.;._ty:•'r„1, r3-r ysd; -..i�S' 1.ruir ,•r a ;is r'r 5-, +tr-r�3'' •pl�arti s';,!••;,�3•,. _1`t.-,c:�.ao.�. �., rt•... :::t-•r .CJ;r�r.1•: .,r/ ..:..c.a$+x}�-.r_ _i' I ..riJl-` _ �, x . nz:, `(•� .t::: ���;'zrr.•'*`r a:4s5,. w.f.. :�rti� .r�= '� • :ems - ,,.:-'.Y._ '�-r•.q _ .r;� r. ..'-, arr. .,,_.,� It'4:s. -,W_ .s:1,.�r;..o. �'��s�.,-.,.,. utc�� t,.:l�; 1 st, .,G. >,�;;z�* ss�.r;`s�L.l,•J '.t-� FL-267.34 i ri�°' ' ;ia: blo: ,�i' J:i,�?'''`'} yvy r•.,1!'a, .. �.J'��- o� .rhv: �t-d•w.r��:.•:;��,-,!a '' �t,r.7' - .. ettp -''? ,.d,SNh.: �S .6s.�v .- c.r,f ": r'""yr'��u ..�''st,.:r T!.sa:::e.� •' �iti�at ,.,✓ x_ - C.r ri' ';ft qy ;?llo- { t �:s ri�.,,, r'.;. ,df:- :.:t }.••s .�v ,5�3•',. ;r�;, s., .,tS;;�.. �E. •r. r � I �1: X!.Y?T i;��a� ,�•f1 t�;. ?'v l•'•" ,vn! ?. �r� Q.�',� .v,Xi-5•. r-F,r!,C„i?- . riq� :�': •_ ifi:�/�?�-'�• . Jrzv`:J.Si :'';✓!ti`v%' z'c ,+�' 4. �'>. � xf:U:-., A.'.Jl.t�_,.<..s. _•.'A'��i��".- I �1- ,yt.:lyfl• _St'�rp,l.Y'>r. ,i�.;•;y cr„T$i ;.1`y�"� •Sr?:'x? 1mtC),�sC','. '<c_.. ,�,r1,rr�,.,1. .;J,r�.tnr%iro- ;rµ='..J -i,r, ... "rrixY -- - .., �55 N`.ryt•;lf'Vi:f. A!l,.tlf.rJ,.'Y-,.SIJrrP:'�.1_'�y�'„r, �:%rl r;t�• �{•:� t`lfli:?f-ry'-5- w,Z.i)r f`ll,fS.-Tc1'.:-d.';/l >�'i'h1'Y :q'17.�.. rL9mJ1� s'f. Ye,4y,:^✓_ .JJL.r 6" PVC SS ��5�.,Yp�''asflry.•.yz,.7dt?�.yr-!,� 4t(,i,Lsgip+ k�•4 it 7l�i t"'�lu;l,l:1'ylr. .4 _ r�.,r -� - F.k:.3 rA�..� fy EJL.)fr "-, is "S;Y r..J =d_:-. }„e,y oY. •S' -� , rC-7:t.'+Si`-Sw' i; 'if.• %-r}',u�.Y. I 266 266 266 -J�{ii ,.yatSs yi'Y', Yx't�/5 �lti4°ry fr 5;`� a.�d" \ti IVI . Al L �A. p2jrr"Y''`19�'r ,yQl,CUY� �arfi�rr•�j.''i,1�ki ,7v_� ,e�l �'y ��.v.rN, �r „� ft , ,,� P1Jti 5 a F' • �u"`+""'n rrz r,`r �,-_ n I N 6 ,✓'�' .r• � k�,•�,��4 p�. .r y,.. 07,.-•r 5� r �r�r x 10.y��}t :�J e j ��•+b• r ' J-4r r_S rrnrtY f"n'. 1 2 't J' .ry! 3T" ,•,r +, yYr`ts ! a f y" 7n' i r•1!" f t..� eJ/ f .!•$ -Y. t r .4.%{:r 4 r {sr��t f .•' 1* !�. �.,r{y T!wj+R ,2_� r'�`L -7� •i n + r}� r �Y ,.`^� IN4 ?- ,}y7+ F5`�✓'S ,rrt(,} r rl�` .si:� •tY ...°.c ,w} J� •v!l � t•„rr - r }Yst.e k} r .. S ' � �r.c 5 . I,`G'J`4 ✓ v �r 2' t�r`r4,i J Jt^ ,l :Yf l "• ?�.v` r r tir; .y ''�'`x dT• i✓ fi,^'r Y' • !rf'' { 1 ^� Xr'!!' ,,,444 �N � �i'IrZy� ZS. •}! - �1?G'� �,r"l�,�y��y r"�k�r3 r,,,,s�,Ti ��'•tS�'>� i'L rti ,.'�'+.r �.'4r �f��r.�„N¢yo _! �{;J+ - �e• , •' y a'+ ,y�" ii�a_}gy,ti n. .Ix{. r,•,t.. f�.'ir/,� '''�Ydr; roF.r„7q r,y.r r`�;c�=y �L �% Y.`• a •!.r ,r 264 264 �, it IptC i 45U•l' `C'l J7 -'rr rt, it- t�' j d 3'i I3 s7- tr' r� ��.t c-r+ ,J'�,r,^tgr 8 Water Line 264 I - r t i Y' .^' l t,,� L r� i r r ryk! fVi r 'r a,t .% .•,,,.t. 5-'I t') f,+ P.ui sr�'I- of Z^a�r Jt Fi ,>�'`k;' u}'L , w ,. fir, - r c r t 0 j� � � {� l..e,: �, x4 , , r. r , , Sta.=4+86.79 V.<, ' .r � SD-1 STA: 6+24.30 I ,V:, sF„� '!r , `� S� 3» ✓ .� Jr t:L , Lry r Kj<'-r'F L �F Rr'{�w ��� - �-RJ �5 i+� t tts+ ./ I-; .•t - •r Ja•` 3 rz -� .� r1 F L- r,�,`>a� / 263.77 T/INLET: 276.21 - - - - ---- - -- -- :'rrr5fr ,vf-, s!" r. iTy f } Y't c✓r,� 'K p�ni` STD. 5' RECESSED INLET 262 262 1 2 262 >,? � ty r^J f '3"•fir r-}ix � 5 c a .!..+ •:.->^�' r� titer f.rJ< 4 Tr tts �r rr: Y�,r �-Jt• .:s.:.. -'✓�r��i1n � Q, v4z r,•t,�.d• Rom" •... FL(36"IN)=266.92 I e -- r •<` ..,� -tom •`' I rr Sta.=3+41.79 i FL(36 OUT)=266.82 N CD to o I FL=260.74 - - - --1 260 260 -a; - 1260 6" PVC SS SD-1 STA: 6+91.13 N N N j T/INLET: 279.00 J J J ----- ' _ GRATE INLET(EJI V5660) 258 * IN4 and IN5 not o be constructed. FL(36"OUT)=267.33 8+00 8+50 9+00 Contractor to place 36" RCP from IN3 to IN6 at 0.70 % grade. 256 I I I --- --- ----! --- I � 254 i I I I i ! to N N I� M M ! N N t0 t0 M i r•- ------ a----- - ----- T�I -----------Lai-v--.-- - 252 UY Ui IA (D fC fG cG t0 t0 tC 1}� n -- W - - aD t0 tpl �D f0 t0 CD CD f0 f0 fD IN N N N t N N N N N N N N N N N N II II II II II II II tl 11 11 II II II II �I it II I 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 Scab. --- r 1 Inch 30 feet R€i W�F'tSFi CC)MPLIANG� FEB Do 2009 COLLEGE STATION ENGINEERING Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz rZ S 01/13/2009 ' .ttr ...:............................... . VERONICA J.B. MORGAN ................................ 77689 ss' 0 LNG The Beal appearing on this document was authorized by Veronica J.B. Morgan, P.E. 71689 an the date shown above. X W H Z O H H w w J O � i U } w =I w O wU I- F- = Z LL a�W o W � ,V� 100010110 Q O rn a J Revisio ns: VE CHANGES Drawn By: JUJ Checked By: VJBM Date: JANUARY, 2009 Project No: 2008-035 Sheet No: C07 STORM DRAIN SD-1 PLAN & PROFILE bLNUMMAKK: L;II'r Ur GULLEGE STATION GPS r rtOL MONUMENT NO. 138. ALUMINUM DISK IN .,jNCRETE. ELEV.=297.55. X=-581.51, Y=-2469.10 I I I t n, i � r• 1 / - -T r-- %u f, J t i y 1 1 + 5 11. STA: 0 2 T INL ET = 275.54 STD 24" GRATE INLET 9v - - (EJI V 5622 80 FL 15"OUT -272 46 .! Of- f --0.77 mi, moo _ - I SD-5 STA: 20+24.09 �, \ ` I ; �` STD 36" WINGED r,1'.i. }/ }�; � y1 Irxr O A \ • I I, [ \.- II � j (�3 y 4�1 .r•' HEADWALL ` ii I •..1r#, FL(36 OUT)=269.21 -- - - -- --, 9, :t �. SD-3 STA: 10+96.48 l! SD-4 STA: 17+09.77 T/INLET = 275.49 I STD 5' RECESSED INLET \ SD-3 STA: 12+31.70 ,t FL(15"IN)=272.22 ` _ '\ ; T/INLET 274.97 r r '.�..,L.'• 4-,i,:-':::./, - .LW . J:",'.:3( 'Ta y;. •t r<rJ ..�{,Z-,x}1a.:4'-f!r• t,rI(t.4Ytjy,nify`:r,,l1'i'r."'}h4...r:fi:lF+�: r...l,.x 1 'l'H.}1. ;,-7I,,i iir' .r. -r.,,i!K!`r,e':d•F-ti -Je.nr.Frh.L(,1. ,151•y.1,^.s'".•"I7� N.. r•).y. C=2..r'LLr7.. 2#-L.1+I _.ti-14.r2 .u:+ Y,•,R. }. r3! t4C:J:> r:\..:TrJ. :Yf�.,. � ..•(i-f,, STD 5REC ESSED INLET r I i J J •'r.Y ,t`:,•il' ` -'� FL 21 IN_271.053Y„OUT-272.12FL 21 r�c F I 24 0 T) 270.95 , -/ fr 4--- l• ».-trLt a i) ir.. . o:, ..J.rt,. . }• , y#.„$ $ :fr #l>5.. { ',i, \ •:i„ -, I t:.:.:.t„1 .JF,. 1. '"-'a' ..:'.Y6r+. �i•^- i4 ..,i .1'e. 'T-. ) ,.'r. ✓i4 ...Y,j`.: t'"i9? � i•. -. l:!N.A 1. N l' •( 4 1 .Jl'• Y 'J: r, -. \.. l y1 .t,. y ?' ,r 1 :J-, :u-: - •:e •- _•r< _r. t'r-: r -: - a .i: .r•- .3` .cr r, i G J , :I s / >r Y• -r r r I -,-..'t/, ,,�K:;r:�r�� �� �,r � , ,ram � , SD 3 STA: 14+05.99- , ,t - � t J �( Y.,,.�1+,+•P' 11? rr�_•}r.•;' .�JY1 rril� ri t . ,itir t %7„y ;•s,.ii " " : / • f'i; /: !{,.:;- ! t -r Y r J 5t.. - SD 5 STA: 18+31.33 n5`,:ii W.:ai: �,`,•.: `'r^ s� %rkir_ - <r�•'; e:•J.•..fi ' 'J1. .,4t , 'i •!• k�fip i',:. - , t j t f r r , •b . ,. r,: r •. ,+t l7fie'. :'.', C^i,•ry rrl- 4'. h r\. I Y. .'S; - J 277.82 - r3'..-_ .!. r - 1M1 w... ur.. 1Ytt•� i I � 1 r . 'fly -M.� I. � .. r.3 r. L ) - / t... ;I \ , J, -] yr .(, ! I ^ ? WL r ab r , t � r t 1 f tl / \ , f y r r 5�,'t} i [ c, i Pi 1 r. r' 4 d t l i S= •r a L' ra I � ,+1Y -� � �' �, ;r��':( � STD 42 J/BOX J e \ ti r r r: \\ /��, ,xyr,y,;13: I ^\ \ FL 15"IN=273.03 2' f, w73J-`,:;a r ��i ,.a ",''•`.^tr k-'.�`'` :`;'• \ ': FL 30"IN=272.95 `1 i / +i, i/ •Ji •f•, .•,. •:i,�,., a ;r i,.t' L, l:{n, •✓ -+, °t.• S: �-,�. I �' ,i, h J •,tl t-„s J4{'l - .v., ,, "i r,+r. {:,. .,\. k, I: . �i•, 1r+•• tl nl .•'r fJ \ J 11 - + =Y i S-WL--�- 8-WL FL 24 IN-269.89 k TML 1,? J FL 36 OUT=269.79 ^ ,�; ..Ire •';,; , , , hsm"" PVC - 6 TA: 1 + .5 i -• 1 _ •i JJ ROOF DRAI N .r .,_ ...5_... _..._ ..ate _ � T INLET 280.10 .. I' 5 RECESSED STD R INLET r n'I S t. l : r r ai S FL(15 OUT)-- 273.59 6 PVC 7\ _ Y FL=275.00 D-4 STA: 16+ •94 - 5 -r. T/BOX = 275.84 00 STD 24 J/BOX J. ~ FL(15" IN)=272.30 FL(6" IN)= 273.00 ;.. ; f� = ` SD-3 STA: 14+75.76 FL 15" OUT=272.20 Q I� / r T'`ti n\T/INLET = 280.10 STD 5' RECESSED INLET SD-4 STA: 16+25.65 T/BOX = 275.50 FL(15��IN)=273.45 �A J"€km r� , y; FL(15 OUT)=273.35 / STD 24" GRATE INLET o (� SD-5 STA: 18+14.60 } (EJI V-5712) mac' 1: i STD 30" WINGED FL(OUT)=272.38 HEADWALL -- i FL(IN)=273.00 f -T SD-3 STA: 14+75.76 SD-3 STA: 15+06.50 STA: 10+11.25 SD-3 TA: 10+96.48 SD-3 STA: 14+05.99= T/INLET = 280.10 T/INLET = 280.10 T/INLET = 275.54 SD-4 STA: 17+09.77 SD-5 STA: 18+31.33 284 STD 24" GRATE INLET -- T/INLET = 275.49 -'-- - SD-3 STA: 12+31.70 �T/BOX = 277.82 __ STD 5' RECESSED INLET ---STD 5' RECESSED INLET 284 i ! (EJI V-5622-80) STD 5' RECESSED INLET T INLET = 274.97 �� FL(15"IN)=273.45 FL(15"OUT =273.59 / STD 42 J/BOX )- " // FL(15 OUT)=272.46 FL(15 IN)=272.22 I STD 5 RECESSED INLET FL(15 OUT)=273.35 f FL(15"IN)=273.03 �� FL(151N)=272.12 " FL 30"IN)=272.95 IN15 i FL(21 IN)=271.05 ( 282 j--, ---_--- _--_-_---- FL 21"OUT=272.12 --- --I -_ _ - -- FL(24"OUT)=270.95 -- -- FL(24��IN)=269.89 IN1 -' 282 i I FL(36 OUT)=269.79 I STRU TURAL BACKFILL280 - -- - --- -- - -- - ---- - -- --- ONEI '--- ' 280 - -- I- _ ___ _ _ 278 r-- I- - ,-' ---, a- '- _ _ I 278 - ' IN19 I 28.24 LF of ' ,..,\ . 276 276 � � 15" RCP 0.500% u} "r 7'I;co15 ~ '.5 274 ..,_. -_ ,,..,,..,,.. ,.'. r _ ;� j��2 tY r 'i • L- iilbuuc xNO Y 5�r( L `t r� s - F r�,[pt,'•tl.it - r� 274 M e7(►, l 7 k,7, j.C. Q�!a � l�.yn •ti _- - ._ .._ _.._ _......... _ _._ IIr I y Y.7 `J f: t _ P. .t •n G„ l% -- ._I.:1 --,a+.te. . .. A`. .. •. .:,"-•ti.-'.., -r '.� ,• ,per tom. ,-'ti .0 .1 ✓ Cs k.•'fit:M1it •v,ac b. r _,,' •a;•nG irtt r •lo �n rJ.( F272 1 U. R., ih _t - Y! .. �!J f ., a-Tf-F=- r- 1 Pi P 272 _.L n .J i ll H pr a � R W I 1 „ �4 1. J, a1 a: C C r. 6. . ,r •,.,?fir' . - r S ta� 14+83.2 4 270 I i I 13.7If Pe I ' Separation tie 4. 1 . 2 E r t t l r y 1- ,SY 1 ,•j1 1 _ r • _n.r l ( hL - {, a . t •. =� - �"'N"'` FL - _ 271.64 1RF@� _ 270 268 Sta. 12+3.52 FL = 269.42 6" Waterline - 268 266 �- 266 264 I ;-, STORM DR41N 3 264 15; 21 " & 24" RCP (ASTM C76 CLASS ill) _ I_ 262 262 -r-- 1- SEE DETAIL SHEET FOR EMBEDMENT 260 260 !•T-- � 258 ;- -; �- ----;- - -- --------r-- - --� - - - �-- ---�- I --- -- -- ' 258 256 dam• IM N �M O to 'tto iN 256 i i N N N i N I N N- N--I N N i IJ I ! J J II IJ J J J I J J II U- Li LL- I"L U- U- L- U- I L11 1 10+00 10+50 11+00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 Scale: 1 inch = 30 feet SD-4 STA: 16+25.65 SD-3 STA: 10+96.48 ! I J ' T/BOX = 275.50 SD-4 STA: 17+09.77 STRUCTURAL BACKf-IILL If I I I T 4 GRATE INLET T INLET = 275.49 I - = STD 2 E L TA: 14+05.99- 284 ! / I ! SD 3 S------- - -- -- -- ----! ----- -------- -=-- -- -. 1.-'-- --- -------'--- ------ I --- � - (EJI V-5712) STD 5 RECESSED INLET i-- --� 284 ---------- - ---- ----- SD-5 STA: 18+31.33 i 284 �L(OUIT)=2 72.38 FL(15"IN)=272.22 T/BOX = 277.82 ! FL(15"IN)=272.12 STD 42" J/BOX r SD-4 STA: 16+66.94 I i 282 ;-` - T/BOX = 275.84 FL(21 "OUT)=272.12 282 SD-5 STA: 18+14.60 _- FL(15"IN)=273.03-_---------.--------- --- 282 0 STD 24" J/BOX l STD 30" WINGED FL(30"IN)=272.95 SD-5 STA: 20+24.09 1 RD2 IN1 HEADWALL FL(24"IN)=269.89 STD 36" WINGED j j FL(15" IN)=272.30 I HEADWALL i __ )= .-_-� I FL(IN)=273.00 tL(36"OUT)=269.79 .1-- � „ OUT)=269.21 280 ( ---- , 280 � - i------- FL(36 --- 280 FL6" IN27300 _ _FL 15'_ OUT=272.20 I i J83 ! ---- ----- IN26 278 RD3 278 - - - --- I -- ------ ------ ----- - 278 STRU TURAL BACKFILL 0UT1 276 276 <r - - ----- 276 6" Roof Dr in T-R39C-P 08 LF of 5#0274 0 -0.20 274 y,E�` - - 274 J 1 > L } -- Z 1 { L J J L 4 / �!' J Tf�Y.s'-r \- 1 ,`r'k r•%<-�� T a. � M i� : , i r 1;2�' r,!,J' ,$\',- \ t J' 1 a^. r 71• tt A4 dt HIYf u' u- rasr a Y f I J A 4 C r rfF F \ J k 57'"'•CL - � 7 iL f r , - rr F f - L 1 t i - - - (r aA '- d '7 h +V +l r i r ^. t 4 272 _:A. 1 I � � •: • l •/" 272 272 •.-.r � f ,, _ s 1. r , v I'f f�' I` - ' f 4 Jo. t 1 JS^ - 4 . ,,.t. t• - IF, 1•. ( 1,- 7 I / .t,:: 1, 'i • . 1 4 st U. ,fir✓ -r ,• tir t i I t 38.80 LF of 15/, -3$� •T H. J`r _ r •y, C r - •200Oj : 1 • r. f- Jt 9.. / 0. 00/ !,if f ' � 14 it • . •1 ]' o �%y 0 v r a s t I r ,r c Yu' t 1 r t 9 rS �r ', t , t F, '�h\ i' u n u � s t I i i t m .. LrJ: rr., i1,� l M'X 5}'r,�, J t;P L(�'\ i fJ l., 70-.. �sh t L ::_u'''i `S 1:1•r t,' W° t�i g J4 ��)fi;� M.1 ? v r t-1 i, 1 c r ' ;�i. 270 270 ,�, .. .. �( r 1 � , ,, L � � � ar•-y- z , 1 ' i L 270 13.3" Pie J�, 1._J>� >4 2 G' + P Sta. 16+82 44 _ ' ht"+,:iSC Separation 8.4 Pie,,„L,J.#>^i 6" Waterline I 268 268 � Separation - 268 Sta.= + 2 FL 8" Wat Hine266 I STORM DRAIN 4 266 STORM DRAIN 5R-M� �- ,. R 266 15'° RCP 30" & 36" RCP COMPLI10111 - 264 (ASTM C76 CLASS ill) 264 (ASTM C76 CLASS ill) FEB 0 9 2009 2� SEE DETAIL SHEET FOR EMBEDMENT SEE DETAIL SHEET FOR EMBEDMENT I COLLEGE 61Ari N 262 1262 262 260 I - 260 - 260 258 ! - ---------,- - ---- ! ---; 258 - ----- - - ------ I -- - ------ ----------------- --! a 258 00 ! M N I I O �n O) �� 1 to I N I i i i o rn n N I CV CV _ 1 N i 1 ?0 CV M I _ a) Ci _ 256 N I N N N i 256 N N N N N N 256 U- U- U- LJrr Ui U- Ui U- ILL- U 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 1 Arlington, Texas 76011 tel 817.226.191E fax 817.226.1919 r www.ascensiongroup.biz i O i s � fl ,r 1 01/13/2009 �P�� OF•••TF-f VERONICA J.B. MORGAN ....................................... 77689 A R' /STE •'\�' S G S / •' Eta ONAL The seal a e rl a n on this do � PP 9 cumarlt woa authorized bil Va J.B. Morgan, P,E. 77689 on the the he data shown abaw. W z U) LLJ I Uj o � = I U I fn f C�i J W w I-- U F-- s Z u- A w O• 'V U � O Q t 0 I J ' U)W I Revisions: VE CHANGES Drawn By: JUJ Checked By: VJBM Date: JANUARY, 2009 Project No: 2008-035 Sheet No: COS STORM DRAIN SD-3,4,5 PLAN & PROFILE PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS CONTROL MONUMENT NO. 138. ALUMINUM DISK IN CONCRETE. ELEV.=297.55. X=-581.51, Y=-2469.10 Connect Prop. 6" Sanito Sewer Service Line to E: MH , / I L / I / /( W � wP Prop. 6 Sanitary Sewer Line / a6,� 1 ® L? ,� � '�� jli i• RC`tea ----------__------ -----/'----------- --�^- 0+ 0' j 1+Ok"II j / !'2+00 I` B+SS—�= a—ss♦% -„-- ` e—ss—+-- Sta.=0+00 Exist. Drop MH / _ _ % / 4 7 FL In=257..93 N i 1 --� Ds♦��Z I - a y f FL In Dro=253.93 FL In=253.53 FL Out=253.43 / ( I' % II I /J BIc k' ! T Fl. _ - - Ft / F1 R jo--- , 1 I jl I I 1 n �CT a i r V ! ° `• it 'j -' _.._ _> I-._.._ 1 I.; Ij I � 1 I ! ( ` - . iIi . � • --- _ _ c -mil - - -----� -_ _- __';�� -=5 ......... jp i rj t.p „-i"v'_::.;1�,, r- Vie.^' ,i n.e•��, b 5�1 _ •2r II•-. — 511 __ I 1 Yid c/� / Sta. 5+41.92 --/� V �! I�'•� �!' � 115y_ ' `` /Construct Std. MH#3 `$vrr ofJ T/MH=277.03------------- -r 1,,4 %�'; ��, T k •-, �: I FL Out= 70 0 "'-"--�-..- B_w� ZEME, 1 1 t-RCP "T I ---_I IJI I „ I • I ' I , Ij! III I I Ili STRUCTURAL BACKFILL 264 STRUCTURAL BACKFILL o to.= 5+41.92 264 Construct Std. MH#3 T/MH= 277.03 d L Out= 70 0 262 _ -- - - - --- ---- 28z MH# I 3 2p - _ PROP. 6~ S4ffMY SEINER UNE Sta.= 3+44.35 ! 6- Pia+ (SDW6—AM D3034) Construct Drop MH#2 280 i SEE DETAIL SHEET FOR EMBEDMENT T/MH= 274.09 FL In=267.13 Existing Grad � I 27a - ----------r------ - ------ I - - - _ t---- -- -� - FL ln(Service)=266.00 -- FL In Drop=263.94 ---- ---------------- - --� ----- ----- 278 FL Out=263.84 T MH# 2 Final Gr3de 274 - —' ---- ------------ -- - - ----- / / ------ --- --- } 274 4r rr Sta.=3+60.75 FL=269.70 2-4" PVC Electrica 272 ! -- — - - - ---- I -� - --- -- 15" RCP Storm -r Drain Pipe -- Condi it -- - -- -- --- Sta.=4+86.74 -- — - - - 272 I FL=270.74 270----FL=26�4.43 Sta.- +76.98 12r' J� ti;- ------ i - ? Via:' 1270 I I 6" PVC Waterline xisting Drop MH i /MH= 261.67 ---- 1 ----- -'-- -- I ----------- - ------ --I- I `� I � c �M,� ;r•�;. 268 � i L In=257.03 � L In Drop=253.03 I 266 L In=253.53 L Out=253.43 --- — - — I - - --- --- �' ; — - - — 268 18,'00' I I I Sto.=2+40.06 USE 18 L.F. OF 6" 264 I- - FI=9Fi9.53 ASTM n9941- -� 264 36" RCP Storm _PVC " "''`'''� SDR 26 (160 PSI) Drain Pipe —10 55yyt{ xi5j+' 200 r�: a=.- r. 200 py+.s6 N N 2W Sta.=0+13.69 r> U. U.238 FL=256.86 30" RCP Storm.�- Drain Pipe ;�y5t^'- Obi. CIS 0) >c'tycuf QD t+ + v J�qq 4 x 2132 M M I ' I N N N tD 02W @- 20 M to In in to to Go in of in .- (D M O M (D ^ tD 10 m to O! C (D 1� N N N N N N N N N N N N N II II III II II II II II � II II II II II 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+45 Scale: Inch a 30 feet REVIEWED FOR ■ COMPLIANCE A FEB L 9 nq J COLLmit :> afti iUN Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226,1917 fax 817.226.1919 www.ascensiongroup.biz '9oZ 0 �}ar Co �3 f 01/13/2009 The Beal appearing on this document was authorized by Veronica J.B. Morgan. P.E. 77689 on the date shown above. X w z 0 Q w (7 w J J O U � i CD U) W z 06 ��W w O = U a�LL10 W U) O � Q Q J v�jVJw� Revisions: VE CHANGES Drawn By: MDK, JUJ Checked By: VJBM Date: JANUARY, 2009 Project No: 2008-035 Sheet No: v5ou)1 C09 SANITARY SEWER PLAN & PROFILE