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IANDSCAPE NOTES: 1. ALL DISTURBED AREA TO BE SEEDED WITH BERMUDA GRASS EXCEPT WHERE BERMUDA GRASS SOD IS CALLED FOR ON THE PLANS. Ilk 2. 'CAL." INDICATES CALIPER AT 12" ABOVE THE GROUND. 3. ALL TREES SHALL BE PROVIDED BALLED AND BURLAPPED. 4. PLANTING PITS SHALL BE 2' LARGER IN DIAMETER THAN THE SIZE OF THE ROOT BALL BACKFILL SHALL CONSIST OF 3—PARTS SANDY LOAM ' TOPSOIL AND 1—PART PINE BARK MULCH. S 5. ALL LANDSCAPING PLANT MATERIAL SHALL BE GUARANTEED FOR A 4 20 10 0 20 PERIOD OF ONE YEAR FROM THE DATE OF INSTALLATION BY CONTRACTOR. AFTER ONE YEAR, THE OWNER WILL BE RESPONSIBLE SCALE IN FEET FOR MAINTENANCE OF ALL LANDSCAPING. WRAP TRUW OF TREE WITH STANDARD TREE wR4P M PAPER 6. CONTRACTOR IS TO SEED ALL DISTURBED AREAS LEFT UNPAVED AND (CRAPSFR0a1 80171061 + ' GUARANTEE COVERAGE OF VEGETATION UNTIL ESTABLISHMENT OF RUBBER HIM AT ODWACr POINTS 1TINDING UPWARDS SrW^: ARDS r r MIXTURE GRASS TYPE SHALL BE BERMUDA GRASS OR RYE/BERRAUDA f/4� UNTIE JeALLQtdG STRING FRQiA tzr�E ,,._, - _ __._ _,,�t _ __ ___ _ r vAJ _ _ ,._ _ . G.9A5 - (yAS _ _ _ �- � `�LGAS� F- f �r -- � E--- � c T— T ` -' T -- r aUI�cH ALLOW 7Hraa LAYER OF sOIL TO REPLACE 22 OF THE FA -s .7. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ME a'¢ •rte RAT>n� OF ROM BALL COVER BALL ---_....._.__ ,. - REQUIRED 51 SHRUBS ROCK (NOT LOOSE). OR A PERENNIAL GRASS IS REQUIRED IN w 4!t-=' Vt- iu THAT ARE EITHER �. PARKING LOT ISLANDS SWALES AND DRAINAGE AREAS THE PARKING %3 MINIMUM PINE S'iRAw — DEPRMOH FOR wATM ADMULAWN --S - -_.-- -5 - ^ -.-W- MISSING OR DEAD. LOT SETBACK, RIGHTS-OF-WAY. AND .ADJACENT PROPERTY DISTURBED � J M / �- -• ._, ____._•_.�. `--; J :.' � •-� �, ° - DURING CONSTRUCTIONimm , r S. t I i tt 1 t T [t' 11 F+ +i R GROUND TPtFAiED STA!(£S L -' .`.`I� a; .psi ' -� (3 SiAIff9 SPADED EAtII®ISTARTTj r � �- � i I --- 5 r .,..._ PEEP. "at BURLAP KIM 1 + 11 rti c ; BACK RLL i PARC tO69PO5r vlT'P9 t --'` * •. 1 5 PARTS ANG SOL �'i3t 'I y —, yt. ivnas }tailL It'.. r C.OIAPACr B= FILL IN BOTMM A ALLOW THIN LAVER OFSAIL OF HOLE T701 t•y - I TO COVER BALL�1' �s`(c�;jam I TWICE RADIUS ROOT BALL TO BE 1/3 - 1/2 f S OF BALL ABOVE EKTSTIriG GRADE BOM ON LDRAINAGE TREE PIASTI V ET gL2 NR1UiIMPORTED TOPSOIL PINE STRAW OR BARK rr� •-----•--°�N �cl ?!VI �?1Lr- ----^ ^ iR4; 32fLi--------�Ptz(I 3t�Ls4- -^---—31P3N1 38Lf _ _ w__-_ 9Kbi 3211 _ wV, RAPlLCPT N.T.S. . t, :;r.1 r��rrr:.. vr G y' r ..•. .. - t S 1- 1 � ' ��, � j `' ! 1 .T!^.;u;:i ::•r.. ,� S rr fr•y,I�I 1 I i , I \ 1 I t I PEEL BACK BURLAP ON r � � -c t' ti Bri<B SHRUB$ r l r' r� 1 •r.�, f ( 1 I�`�t POINTS PER PROJECT AREA: f, v„ ; ; 1 j 1 3 \'Al BACKFILL 9 PART COMPOSED BARK MrtrH 5 PARTS ; 98,838 SQUARE FEET AREA 47 ----..--. ^•--- •----,-------_ -.... L�..�1 a OS1 /� t a ` f� Ij v : 4 COMPACT BACKRUL IN 98,838 SF / 1,000 = 99,0 _.w�_ �:.__ ---� ° �' � - _ _ .- F, ," .. r. r}..::._s. _ .,. BOMM OF HOLE 99.0 x 30 = 2970 POINTS 1 -e �' _ � STREETSCAPE: _ _ __. __ .J , is - ' , t e •L �'"� SH 6 FRONTAGE ROAD SHRUB Pla '�G DETAIL (298.62'/ 50) x 300 POINTS = 1792 POINTS PROPOSED " (Dill�''~. (298.62' ! 25) = 12 TREES {CANOPY TREES TREE N.T.S. AND NON -CANOPY TREES) TOTAL POINTS REQUIRED: 4,762 POINTS °UkpSR t ` ' } (?', TOTAL POINTS PROPOSED: 5180 POINTS (3,000 POINTS PROPOSED bpi e, 'w (.' � 1- FROM CANOPY TREES = 58% ) TREE REMOVE , ?►'� Q EXISTING ,v(, SYMBOL SIZE NAME &TYRE EXISTING EXISTING GIUANTITY PROPOSED FINAL POINT VALUE TOTAL POINTS TREE rW r T j QUANTITY TO BE REMQMED QUANTITY QUANT13X REMOVE 6 EXISTING 1 i INDIAN HAWTHORNS ! r I RE LAW - TIRE LANE�'RE fAN----��RE _ _ — !� w 2.1 CAL LIVE OAK TREE , �l• r . t,r ' .1 •.. ;t t,, LO � n .. !yip.,.r�.�SI.1'P.i.;;j'2�tit{I-t � - `;;� tltj �ij�a''I��IY .t fl t'I"' (Quercus virgrniana} 1 1 150 150:•r`sylr: �,k.. , t.•E;: ;.;-.. ',.,= y �' I REMOVE 15 EXISTING CANOPY INDIAN HAWTHQRNS EXISTING ' AGGIELAND WO 2.1" CAL WATER OAK TREES REMOVE , (Quercus nigra} 6 6 150 900 h,'�:IE TNG FITNESS DOME t CANOPY 11,990 SF PROPOSEDFF=287.00 `---� :I GYMNASIUM CP 2.1" CAL CHINESE PISTACIO rJ 396 SF (Pistacia chinensis) 12 7 8 13 150 1950;1`REMOVE Lig, CANOPY I FF=287.00 :; EXISTING 8 % HEIGHT -29.00 YAUPQNs 100 d BC ° 2.1" CAL BALD CYPRESS 6 6 40 240 REMOVE 2 EXISTING i 6- (Taxodium distichum) INDIAN HAAWrHORNS I; ; IC 2.1" CAL ITALIAN CYPRESS�1 ' ISTING REMOVE 3 �ff�� 1 3 Cu ressus sem ervirens 7 4 3 40 120 PROPOSED YAUPOiSS (�%J NON -CANOPY g ADDITION REMOVE 30' BUFFER • `` 5,105 SF EXISTING REMOVE AREA TREE = ./ EXISTING FF=287.00 ._ TREES "'`"•-- -•""- SH6 WEST --FRONTAGE RD — VARIABLE WIDTH R.O.W. (34' WIDE ASPHALT PAVEMENT) ST ! rT — ST t.w + T T __ •r + T - j _ T _ _ , T ADD 7 SHRUBS _-. -. FOR SCREENING I T 4 PROPOSED x t . TREE u REMOVE. MD REPLACE ' EXISTING TREES / r 15 ;i n. 1, T* i i n� i i� 12 12 REMOVE AN[ EXISTING TRI REMOVE EXISTING TREE REPLACE :ES REMOVE AND REPLACE EXISTING TREE ARIL L rtaE rAr 11 3 GAL BOTTLE BRUSH BB 8 8 10 80 HEIGHT -15.00' ljo IH ® 3 GAL INDIAN HAWTHORN 10 137 23 114 1i . _~ - _ ._ . _. (Rhapiolepsis indica) 1140. SHRUB 140 SHRUBS REQUIRED° PROPOSED yi IN THIS AREA. REPLACE 4,1' J { = A CANOPY TREE. ° DEAD WAX MYRTLES AND Y `. ,� ADD NEW ONES TO MEET - 3 GA 25 17 t PROPOSED' L YAUPON 8 10 170 ti CANOPY TREE (Ilex vomrtona) / o tiC r, i;T;;:yt 7f En tr 7 c F' �l ` jry v ` ' " fes lLlJI THIS REQUIREMENT. til I t � � l F f ^ LO 5 GAL LORPETALUM 29 29 58 10 580 - _ ...,.._, ..•-.----'-.. '-!."` :...•. -,. v -,'-r - /G..�..rj.t^'r7/'._.rG�..:L_."' rJ +.�/ 1/ l / /J 1% J J J / %. ./ / /J ' J F / / . f%r /117771-7 - J f ff.. L7.717717 %i�!6f f�f•il.�L" f J ! %,t`� TOTAL. -� - , 5250 -71 rte- : � _ :f � i r .. r.. i t .• a i t i 1 r !'� .'— i i! 1 1 i ! -� r f I i / l I. �r EXISTING 3, CONCRETE BUFFER REQUIREMENTS WALL EXISTING PROPOSED SYMBOL SIZE NAME 8t TYPE BUFFER: REQUIRED PROVIDED QUANTITY UANTITY _ z t. m==om MINIMUM OF ONE 1.25 -INCH CALIPER (140) 5 GALLON WA). MYRTLES NON -CANOPY TREE PER 15 LINEAR FEET OR r} S + LO w 2.1 CAL LIVE OAK TREE ONE 5 GALLON SHRUB PER 3 LINEAR FEET • ` PN :t z>t�3 (Quercus virginiana) 10 2 (419.66715=28 NON -CANOPY) CANOPY OR (419.56'/3=140 SHRUBS) M1Ra��o (' WO £ 2.1" CAL WATER OAK TREE ( } `: ; ;,� , MINIMUM OF ONE 2.1 -INCH CALIPER CANOPY 12 2.1 LIVE OAK (Quercus nigra) 5 TREE PER 25 LINEAR FEET (41956/25=17) (5) 2.1" WATER OAK 4Rba��J x CANOPY 5 GAL WAX MYRTLES 97 43 _. TEXAS BOARD OF PROFESSIONAL, ENGINEERS FIRM REGISTRATION NO. 4536 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77645 979.693.7191 v ATI m 1011 L LICK CREEK SUBDIVISION - PHASE I LOT R COLLEGE. STATION., TEXAS '•:i5!.�el rah.Seg;..sF2:.J.j«:awz.:...Y'i1:.t:+::SF>4.:. !::.TR.. :..a tin._°' ... Yom... ,s, Fif'..Fv:,.'.J :. ..... .'d :., ., �: '.:... ... ... C-.:. ., ., �.•.� 1: .� -...:: !' SCALE LANDSCA F(��§jj�—"�1��' I' VERTICAL N/A HORIZONTAL 1 PLAN i PLOTTING SCALE: 1:20 FILE NAME: 09 -AFD -2 I f � mgm now_ - -- --- 30 15 0 30 SCALE IN FEEL d ------•-•-•-_-___ EXISTING"-.�,."__--.,�.__.,_,-.,__-------...._..._._.. _ '' �.' • _. __ -- -. ___..._.. __ __ .�_ _ EXISTING WATER MAIN POWER _ ..._ __ _ ._ �. _ _ ... _ EXISTING EXISTING POLE OVER -HEAD 10° GAS & PHONE _ w . 20° ELECTRICAL ___ _ _ :. _ _ �^ POWER ELECTRICAL EASEMENT _ - EASEMENT -" `" EXISTING _ `" - - - - - - POLE EXISTING VOLS. 666 & 670 , __.....- w VOL 627 T __ _-.. --.. TELEPHONE �- ' " - UNDERGROUI ---. �� PGS. 309 & 397 r --- PG. 723 25 FRONT ` EXISTING ELECTRICAL SETBACK NATURAL - E---- - - -3 _ E _:p GA.a . Y GAS -, jl_ •--�^'�` �_•• l -'. `e._^iNt )g q.�.Luw ,,, .'. ••--p,....-.( Y"4hr. GAS aaaa .� 1298 s- s 18.41' �- _ _�-N 55'02'16° E^ EXISTING TRANSFORMER EXISTING ! iu�?` •' _ ,-} i ---� ' �� "-- •sx •=.'t. ___ s _s... _ :,t34.. IRRIGATIOP i�, trf%f.,f/•I,, r/�trr�rf�'rt�rt'`lre!1rfl/i!'f�`'rf,rf'-:f,'',r`rI, � tfGi�r�Jo' 5`�PJ' '•�.}�y°��`-. ^V�Y'��O �,,'"° nO° ,��pf`o oldk�a* <ic. �` ���F c -ii' `f _,_tL {'( CCN -��� •• - •-�`• �� , 3.� �' � - ,,W�-A - TE-REXISTING EXISTING "_ LIFT STATION GRAVITY METER SEWER aeG11 5At OQ N o�c, IM r°°`p RESTRIPE EXISTING rg EXISTING PARKING TO PROVIDE 10. x 18j CONCRETE , EXISTING (ELIMINATE TE MOTORC-Y-C- L•_EDRIVEWAY ,m AEXISTING 6w INC PARKING STALLS) SEWERRE51PJPE EXISTING EXISTING ARKING TO PROVIDE P r .r F4 PROPOSED , SERVICE 1 I` SEWER 8 - gr x 18 L �qa , FORCE `� ,t•Ili! r.�' ; TYPICAL STALLS BIKE HACK � MAIN jr.jr(r'?pt�, l • g ' > r r LIMITS OF 11i l(Itjl I I + f { CONSTRUCTION j `"` i� 462 SF 3 DUMPSTER ENCLOSURE 1 12'x12` WITH 6' o INSTALL 150 SFAg f r '• .;� SCREENING WALL I v p ,: �3 -�, _ r EXISTING = 6 CONCRETE x • SIDEWALK . W CURB N RESTRIPE EXISTING _ , a e 41 REPLACE 185 SF / PARKING TO PROVIDE SIDEWALK W/ RAA /f / 'fr�/r<;r- �f�• , r•'rr t r+r--. r QyL� j L~� �»j, 3 I/9 xI is,PROPOSED a 2TYPICAL STALL S4 7.5, SIDE DRAINAGE 212 SF,R SETBACK FLUME iy EXISTING`�w *, INSTALL 28'. 2 PVC 6 CONCR r{Jt({ L L I =1, It1 �t + ; ' r EXISTING WATER SERVICE W/ CUR ! t ' 1�► ' / s s ADA ! ' FDC INSTALL 993 SF RAMP ' % 6" CONCRETEADA � Z PROPOSED fit '!r{�1pt PROPOSEB RAMP 217 PVC LANDSCAPE WATER SERVICE t ON BLOCK WALL , K r 12 PROPOSED `r / _ i ...:` ",..,�:,� s� mow\ �i •: 1 s. + . ' " '� � 4 ! + 6 PVC EXISTING ti : ti , �t :1 .f f I a „�. SEWER SERVICE i ; _ ' ` t, `. i j 1 AGGIELAND 0% SLOPE} FITNESSr1DOME, I j! 11,990 SF .;` I L° L 1 r PROPOSED j FF=287.00 41 �c,Q�a�•�o�,y�iyt,; .11;1 I + ! GYMNASIUM r 5,396 SF l §� =i FF=287.00 A. 3'14'�p t'r ?, + r ; ✓ ? , '- #EL 9.00' RESTRIPE EXI! ��� ° �� < !i1! : { w 1 PARKING To' PF °v ° �'`y%i1rI LIMITS OF 13 - 9' X '' CONSTRUCTION TYPICAL STA .. co / r a•, i 20,062 SF / 'i% �1 [ f 3 PROPOSED w PROPOSED CONCRETE ADDITION EXISTING DRIVEWAY SH6 WEST -FRONTAGE RD - VARIABLE 49TH R.O.W. (3C WIDE ASPHALT PAW) 3 Q`G't- f W/ CURB f LIMITS OF '� • � � j _____ COI ESTRUS ION L - x INSTALL 186 SF LIMITS OF 6" CONCRETE CONSTRUCTION W/ CURLS 734 SFrT ; f=; L- -7E f RESTRIPE EXISTING PARKING TO rV{. PROVIDE 24 rt' 9° x 20' • � �'W�� - ' EXISTING TYPICAL STALLS ' CONCRETE .' ~ ---I DRIVEWAY 12 12 0, H- 37� SF i! INSTALL 186 SF LIMITS OF 6' CONCRETE CONSTRUCTION W/ CURB 819 SF 13 �: r/ ,,r,,;r+'. ! a t••� __.,___ RETAINING WALL w/ �.rs.-.-.�•.�� �`,` 5,105 SF ' <r...- J BRICK VENEER OR FF=287.00 LANDSCAPE BLOCK WALL / s ` `r';�.1`'• r 3 i ; ' HEIGHT -15.00' SWALE 15' P.I.I.E. s' f _VOL. 4820, PG. 97 - G�• ovvgvo� �° pip w °� ?� �' OryQ�`,� `I ,�Qc �4' ,�`-�'1 4 @e Qq� b'10 4� qG . �� �O Q GSL- Qr , ;4 °v �q�• p p��GQg�' tA Q• gQ' p\° 4�y �bppQ" °% a°vim° Qc,�ry V;pQ Q °� Dc $. V G 41 �`�1 `�'�', [17TL Mr COPISMUCT,ON Nalm. r-, 1. THE EXACT LOCATION OF THE EXISTING UTILITIES SHOWN IS NOT 1. THE DEVELOPER OF THE PROPERTY IS STEPHEN E. LUMPEE. PA PROPOSED -� r 30' LANDSCAPE BUFFER LANDSCAPE KNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VOL 3'x'44, PG. 49 BLOCK WALL ...� 92' 15' REAR SETBACK _... rte; ri£R-fr rM1 -419.56'. - ____•-- rte.. N 34 5 EXISTING FACILITY: UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS- GENERAL COMMERCIAL. s° ® EACH END 711N c_ Qc,�ry V;pQ Q °� Dc $. V G 41 �`�1 `�'�', [17TL Mr COPISMUCT,ON Nalm. r-, EXISTING r EXISTING DRAINAGE DRAINAGE FLUME FLUME 4,12 �v 5��N cg�w tp @�� gyp`@;��' �P�`Z` Q�'ra \p�' @U,� \,��0� QGr� p�' Q'�`�l tn:�p p�GpQ� j� 04 ,. h1�0 0 p�J�?°-bA�a4pi 1. CONTRACT IS TO VE IFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE I ES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR - TO ANY 101 STRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL. 1 -8O0 -DI �,D TESS. 2. ALL RADII DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. I 3. ALL SITE NORK IS 11TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 STANDARD' SPECIFICAl I DNS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS' d DRAINAGE. 4. ALL UTIUT` LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEINER, ETC.) SHOWN ARE TAKEN FROM sr'�r BEST AVAiI. LE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTA9NED BY FROM i CITY & i EPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT -^ REPRES AS -BUILT CONDITIONS. sT _ 5. PAVI EPTHS:I ALL PROPOSED PAVEMENT IS 6" THICK REINFORCED CONCRETE. 6. LANDSCAPI IG AND I IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 7. THE BEAR14G SYSTEM S � OWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE PLAT -- --- RECORDED IN VOL. 1482C, PG. 97 AND AS MONUMENTED ON THE GROUND 8. BUILDING ETBACK� LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPM : NT ORDINANCE. 9. THE FLOC 1 ZONE SHQ , N HERON IS PER A FLOOD STUDY BY THE CITY OF COLLEGE STATION OF LICK,. CREEK. 1,11 PORTION Or THIS TRACT IS LIES WITHIN A DESIGNATED FLOOD HAZARD AREA ACCORDING TO THE FLOOD 0 RANCE T MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO201 D, EFFECTIVE DATE FEBRUARY 9 � 2000. 10. FLOODWAY SHOWN HI O WAS DETERMINED BASED ON THE DRAINAGE REPORT AS PREPARED BY ROBERTSONCONSULT! ENGINEERS, APRIL 2000. f 11. ALL ROOF AND GR I,UNp MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED -SO I AS NOT BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF THE I SUBJECT T. MEN UR FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE UILDING 'AR TTECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 12. PROPOS SIGNS BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. 13. EXTERIORBUILDING! AN SITE LIGHTING NG WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UDO. THE LIGHT SOL iCE SHIAl NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HOF ZONTAL (. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT I DOES NOT CROSS ANY ROPERTY LINE. 14. THE AGC �IE D FiTNlESS DOME HAS A PARKING EASEMENT AGREEMENT WITH CHRISTIAN BROTHERS AUTOMOTIVE ON THE i ENT ;LOT (LOT 2) WHICH ALLOWS USE OF 25 PARKING SPACES IN THE CHR8STm BROTHERS AUTOMO PARKING LOT AFTER 7PM ON WEEKNIGHTS AND ON SATURDAYS & SUNDAYS WHEN THE USAGE AND 40 DEMAND FOR THE AGGIELAND FITNESS DOME WILL BE AT ITS PEAK. 1. DEVELOPSINSTALLS C0 ®LILTS As PER CITY SPECS AND DESIGN. II f 2. DEVELOP, PROM 33' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALL s EMAINDE . 3. DEVELOPE POURS SFORMER PADS PER CITY SPECS AND DESIGN. 4. DEVELOPE : IN ST PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.} I 5. DEVELOPE PROVID7 DIICITAL AUTO CAD 2000 VERSION OF PLAT AND/OR SITE PLAN. 6. DEVELOPE: PROVIDES LOAD DATA FOR PROJECT. ,'I -- 7. ALL EASERENTS 0 ,STTE A,RE EXISTING. ELECTRIC FACILITIES WILL BE DESIGNED WITHIN EXISTING EASEMENTS. 8. DEVELOPER WILL 111TER EPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTE D AS REQUIRED. I 9. IF CONDU'r DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AIND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. STATE HIGHWAY ILIO. 6 PROJECT LOCATION LEGEND --- -.:, _.- s --- EXISTING CULVERT ; � -• � ...__.._ � t `�,,` "'•^�,._.__..._ !" f �-1 f ,.,.-••-' VICINITY / f � { EXISTING CONTOUR - MAJOR � � �.�; t --"^ V I C I f V E I-�1�j M A P - T - T--*- T - T-- EXISTING TELEPHONE UNE EXISTING SEWER UNE N .T. S ti, 1 ----E -- E EXISTING OVERHEAD ELECTRICAL UNE - �-- i � i � I � t _ A 1 ;+s - - --- EXISTING NATURAL GAS UNE ( �t'r EXISTING POWER POLE IFLA ND TSS ----'-- EXISTING WATER UNE r - uc- --- EXISTING UNDERGROUND ELECTRICAL CONDUti BUILDING SMACK UNE COLLEGE STA Tl 1AVT,, T ° A S PUBUC UTILITY EASEMENT UNE CIAB --- EXISTING NATURAL GAS UNE k Chi EXISTING WATER METER I q V Ll'"' Fli FIRE HYDRANT I M r HANDICAP ' RAMP i Ij �iR A t SE HANDICAP PARKING SIGN I �. 010 I I � LSC `� LST -1 RVOL. 926,,; P. 4, I� EXISTING ELECTRICAL TRANSFORMER COL;, a8 + ° 2 9 ACRES PROPOSED SIDEWALK- 4050 STATE HWY 6 SOUTH FLOW DIRECTION COLLEGE STATION, BRAZOS COUNTY, TEXAS �.. DECEMBER 2009 •,.,•. °v•' ••,�:�;� -:� �,`'•.EXISTING CONCRETE FLUME -- ---- PROPOSED FIRE CANE ®WN R/D VELOP E R a ENGINEER: • EDnsnNG FIRE LAIaE Step en E., Lumpee HaPae ELngineerlm;I 00° �^ 14.19 ; amers Ferry Road 3902 Texas Avenue Sodth I _ .. _ ..= . PROPOSED PAVEMENT ADDITION A _.I ction, T}f 77845 College Station, TX 7'7 4 -3663 (979) 693-w7191 r ` _ r r. TICAL SITE ���� ,•t `�� 09 40 [17TL Mr COPISMUCT,ON Nalm. SPECIFIC_ NOTES. 1. THE EXACT LOCATION OF THE EXISTING UTILITIES SHOWN IS NOT 1. THE DEVELOPER OF THE PROPERTY IS STEPHEN E. LUMPEE. KNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUBJECT PROPERTY IS LOT IR, BLOCK 1 OF THE LICK 92' PARKING ANALYSIS VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND CREEK SUBDIVISION PHASE 1. THE PROPERTY IS ZONED C-1, EXISTING FACILITY: UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS- GENERAL COMMERCIAL. s° ® EACH END 711N c_ 11,990 -SF EXISTING DOME IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 2. PROPOSED BUILDINGS ARE A 1 STORY, 29°-O" HIGH, 5,396 SF � FIRE ' PROPOSED FACILITY: PROP ATMOS ENERGY: (800) 545-6005 GYMNASIUM AND A 1 STORY, 15'-0" HIGH, 5,105 SF FITNESS 24°° i i al I ZL SF CLASSROOM & OFFICES (800) 344-8377 CENTER CLASSROOM, ALL WITH A FF=287.00. ? L= 5,396 SF GYMNASIUM SUDDEN LINK {979} 846-2229 ■ -+` I itil ; Iji LL.I; if?I" , L, I_� 22,491 SF TOTAL COMMUNICATIONS: 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE 6 ,. 15 , , ; , t�' , , _, DESIGNATED 915 TOTAL PARKING SPACES REQUIRED VERfZON: {800) 344-8377 DISCHARGED INTO THE GREENWAY AREA AND THEN INTO THE Iggr 5. ADA PARKING SPACES REQUIRED 100 -YEAR FLOODPLAIN AND THEN INTO THE NORTH FORK OF 72' i �iT�l�'_ I "= PROVIDED: 2. ALL PUBLIC INFRASTRUCTURE CONSTRUCTION SHALL. BE IN LICK CREEK. NO DETENTION IS PROPOSED FOR THIS TRACT. ■ 3 �¢ )r■ 5 " - �z. LIC I- jll j1 ' ,�'_i L11 _ lt� PARKING 94 STANDARD ON-SITE SPACES ACCORDANCE WITH THE 2009 CITY OF BRYAN/COLLEGE STATION 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE _ r - ? S; ADA ON-SITE SPACES STANDARD AND DETAILS FOR WATER AND SEWER,ARD GRADING AND DRAINAGE PLAN. `� ONLY 25 SPACES ON LOT 2 OIC LOLL NS AND THE CITY �DRAINAON �© 12" ■ q 31! ' `! t I. = t i i / ' l , :- ..., +[. TOTAL SPACES PROVIDED AND DETAILS FOR STREET'S ANDEGE ALL CONSTRUCTION 5. THE DEVELOPED AREA FOR THIS PROJECT IS 0.59 ACRES , 6 7 _ I+qtr I I k I IIS, .,.,. - SHALL BE COORDINATED WITH THE CITY ENGINEERS OFFICE. (25.781 SF). L2 ■ �� �„ » 3» ■ 2� -36°--{~-i5°�i - ° min. t5° -i~ -3r-4 2'3 3. THE CONSTRUGTION SHALL COMPLY WITH OSHA STANDARD 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED CFR PART 1926 SUBPART P FOR TRENCH SAFETY PRIOR TO C.O. " 1. THE SIGN •;SHALL BE .12 WIDE BY -HEIGHT - UTILITY DEMAND REQUIREMENTS.- 3 s° 1>T w INT' T AND BE MOUNTED IN THE LOCATION SHOWN. � (TOTAL WITH ADDITION) 4. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER UNE OS SIDEWALKS ON LOT 1R ARE PRIVATE. 7. ALL PROPOSED D _...� q," �.�.-. ° 35 =RDEMAND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING.. 8. THERE WILL BY AND EXTENSION AND ADDITION OF THE EXISTING t 2. SIGN SHALL. BE PAINTED ON WHITE MINIMUM O GPM CODE. FIRE SPRINKLER SYSTEM FOR THE NEW BUILDING. THE ® #4 BARS BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. AVERAGE 17 GPM 5. PRIVATE LINE SERVICE MATERIAL - PIPE TO BE ACCORDANCE: EXISTING FIRE SPRINKLER SYSTEM FDC IS ADEQUATE FOR THE 6;" X 18" SMOOTH 24° MAXIMUM (PEAK) 66 GPM WITH PLUMBING CODE. PROPOSED BUILDING ADDITION ALSO. EXPANSION DOWELS 3. SIGN SHALL. COMPLY WITH THE 1 1/2- DOMESTIC WATER METER 9. LICK CREEK SUBDIVISION PHASE 1 IS CONSIDERED A SINGLE CoCS EIRE SERVICE STANDARDS. 6. ALL BENDS SHALL BE RESTRAINED TO THE PIPE AND BLOCKED BUILDING PLOT. SANITARY SEWER DEMAND TO UNDISTURBED SOIL. (9 90% OF WATER DEMAND) 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. AVERAGE 15.3 GPM 7. WHERE UTILITY LINES ENTER THE BUILDING FOUNDATION, THE 7 ��.,�� CLANEURB �� �� DETAIL FIRE ���� DETAIL MAXIMUM (PEAK) 61.2 GPM TRENCH BACKFILL PROCEDURES SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT PREPARED BY GESSNER 11. A KNOX BOX WILL BE REQUIRED FOR THIS BUILDING. �1J 6" SANITARY SEWER LINE THE N."T.S N,'j` N°T.S ENGINEERING. 12. IN ACCORDANCE WITH TABLE 8105.1 & TABLE C105.1 OF THE S. CONDUITS FOR PRIMARY ELECTRICAL SERVICE SHALL BE FIRE CODE, THE PROPOSED STRUCTURE (22,491 SF TYPE 11-8 INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS, CONSTRUCTION), REQUIRES 1,750 GPM FROM 1 HYDRANT. SPECIFICATIONS, AND DRAWINGS PREPARED BY COLLEGE STATION UTILITIES Ir Ir A R L E of'A SEAL ING ON I E % GIELAND FIT1 1 1 �I �✓ t`� DOCUMENT WATHE S AUTHOR ZED BY ��gy�P `F'°° , TEXAS BOARD OF PROFESSIONAL. ENGINEERS FIRM REGISTRATION ;300 TEXAS AVENUE S®[TTI'I No. 4.53I� JOSEPH P. N0. 55869 SCHULTZ, ON MARCH P.E., LICENSE ��®,e .,°� 4, 2010. % Vie.... ................... ® JOSEPH P. SCHUL A D" I ) 171 10"N COLLEGE STATION,. TEAS `7754.5 RELEASED eaowooaaese.ea.aee es FOR CONSTRUCTION 6558 LICK CREEK SUBDIVISI®N -- F) 979.1395.71.91'°tient SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE > got � � 0 LOT IR, BLOCK I DATE KERR JPS -- JPS ®9 -AF® --2 DECEMBER 20®9 " LEFT M'# 4538G �O. COLLEGE STATION, TE A c MARK REVISION BY 1. CONTRACT IS TO VE IFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE I ES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR - TO ANY 101 STRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL. 1 -8O0 -DI �,D TESS. 2. ALL RADII DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. I 3. ALL SITE NORK IS 11TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 STANDARD' SPECIFICAl I DNS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS' d DRAINAGE. 4. ALL UTIUT` LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEINER, ETC.) SHOWN ARE TAKEN FROM sr'�r BEST AVAiI. LE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTA9NED BY FROM i CITY & i EPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT -^ REPRES AS -BUILT CONDITIONS. sT _ 5. PAVI EPTHS:I ALL PROPOSED PAVEMENT IS 6" THICK REINFORCED CONCRETE. 6. LANDSCAPI IG AND I IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 7. THE BEAR14G SYSTEM S � OWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE PLAT -- --- RECORDED IN VOL. 1482C, PG. 97 AND AS MONUMENTED ON THE GROUND 8. BUILDING ETBACK� LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPM : NT ORDINANCE. 9. THE FLOC 1 ZONE SHQ , N HERON IS PER A FLOOD STUDY BY THE CITY OF COLLEGE STATION OF LICK,. CREEK. 1,11 PORTION Or THIS TRACT IS LIES WITHIN A DESIGNATED FLOOD HAZARD AREA ACCORDING TO THE FLOOD 0 RANCE T MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO201 D, EFFECTIVE DATE FEBRUARY 9 � 2000. 10. FLOODWAY SHOWN HI O WAS DETERMINED BASED ON THE DRAINAGE REPORT AS PREPARED BY ROBERTSONCONSULT! ENGINEERS, APRIL 2000. f 11. ALL ROOF AND GR I,UNp MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED -SO I AS NOT BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF THE I SUBJECT T. MEN UR FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE UILDING 'AR TTECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 12. PROPOS SIGNS BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. 13. EXTERIORBUILDING! AN SITE LIGHTING NG WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UDO. THE LIGHT SOL iCE SHIAl NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HOF ZONTAL (. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT I DOES NOT CROSS ANY ROPERTY LINE. 14. THE AGC �IE D FiTNlESS DOME HAS A PARKING EASEMENT AGREEMENT WITH CHRISTIAN BROTHERS AUTOMOTIVE ON THE i ENT ;LOT (LOT 2) WHICH ALLOWS USE OF 25 PARKING SPACES IN THE CHR8STm BROTHERS AUTOMO PARKING LOT AFTER 7PM ON WEEKNIGHTS AND ON SATURDAYS & SUNDAYS WHEN THE USAGE AND 40 DEMAND FOR THE AGGIELAND FITNESS DOME WILL BE AT ITS PEAK. 1. DEVELOPSINSTALLS C0 ®LILTS As PER CITY SPECS AND DESIGN. II f 2. DEVELOP, PROM 33' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALL s EMAINDE . 3. DEVELOPE POURS SFORMER PADS PER CITY SPECS AND DESIGN. 4. DEVELOPE : IN ST PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.} I 5. DEVELOPE PROVID7 DIICITAL AUTO CAD 2000 VERSION OF PLAT AND/OR SITE PLAN. 6. DEVELOPE: PROVIDES LOAD DATA FOR PROJECT. ,'I -- 7. ALL EASERENTS 0 ,STTE A,RE EXISTING. ELECTRIC FACILITIES WILL BE DESIGNED WITHIN EXISTING EASEMENTS. 8. DEVELOPER WILL 111TER EPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTE D AS REQUIRED. I 9. IF CONDU'r DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AIND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. STATE HIGHWAY ILIO. 6 PROJECT LOCATION LEGEND --- -.:, _.- s --- EXISTING CULVERT ; � -• � ...__.._ � t `�,,` "'•^�,._.__..._ !" f �-1 f ,.,.-••-' VICINITY / f � { EXISTING CONTOUR - MAJOR � � �.�; t --"^ V I C I f V E I-�1�j M A P - T - T--*- T - T-- EXISTING TELEPHONE UNE EXISTING SEWER UNE N .T. S ti, 1 ----E -- E EXISTING OVERHEAD ELECTRICAL UNE - �-- i � i � I � t _ A 1 ;+s - - --- EXISTING NATURAL GAS UNE ( �t'r EXISTING POWER POLE IFLA ND TSS ----'-- EXISTING WATER UNE r - uc- --- EXISTING UNDERGROUND ELECTRICAL CONDUti BUILDING SMACK UNE COLLEGE STA Tl 1AVT,, T ° A S PUBUC UTILITY EASEMENT UNE CIAB --- EXISTING NATURAL GAS UNE k Chi EXISTING WATER METER I q V Ll'"' Fli FIRE HYDRANT I M r HANDICAP ' RAMP i Ij �iR A t SE HANDICAP PARKING SIGN I �. 010 I I � LSC `� LST -1 RVOL. 926,,; P. 4, I� EXISTING ELECTRICAL TRANSFORMER COL;, a8 + ° 2 9 ACRES PROPOSED SIDEWALK- 4050 STATE HWY 6 SOUTH FLOW DIRECTION COLLEGE STATION, BRAZOS COUNTY, TEXAS �.. DECEMBER 2009 •,.,•. °v•' ••,�:�;� -:� �,`'•.EXISTING CONCRETE FLUME -- ---- PROPOSED FIRE CANE ®WN R/D VELOP E R a ENGINEER: • EDnsnNG FIRE LAIaE Step en E., Lumpee HaPae ELngineerlm;I 00° �^ 14.19 ; amers Ferry Road 3902 Texas Avenue Sodth I _ .. _ ..= . PROPOSED PAVEMENT ADDITION A _.I ction, T}f 77845 College Station, TX 7'7 4 -3663 (979) 693-w7191 r ` _ r r. TICAL SITE ���� ,•t `�� 09 40 op EXISTING EXISTING `r - - - _ EXISTING WATER MAIN _ - ` - _ _ _ _ _ DRIVEWAY POWER EXISTING _ _ - - - - - ` --- - - - - - - -- - -' EXISTING POLE OVER -HEAD 10' GAS & PHONE - IC J POWER EASEMENT _ 20 ELECTRICAL___----------- _ .-., �_ POLE - ELECTRICAL - EASEMENTEXISTING ' - - - - - - - - EXISTING VOLS. 666 & 670 _ 7 PGS. 309 & 397 VOL. 627 _ --- - TELEPHONE 25' FRONT--- � UNDERGROUND / I ----- PG. 723 / ELECTRICAL SETBACK NATURAL r / 10' P.U.E E - GAS / VOL. 9050 E E E � E 1 _ ` x __ �'� _ _ PG. 253 w GAS -GAS GAS T =€ - -E T - T =-T = T T- 1 --------w w - cis s TGAS- - E- ' E T l T- T -- T- T 7 _S I _-- -- s �S E e 298.62' ��TE s s _ / 18.41' w w '_ _ _ -�.-= s s s s s I s S N 55'02'16" E w EXISTING �w _ w_ -�". w -' w` -1 W s s _ TRANSFORMER EXISTING I EXISTING ?` s'-- - -- _ s_s s �-- Es g5- LIFT STATION N GRAVITY r - - s SEWER (i�l / VC C i NVi 3a, 3W1 3aiS--- f M ' REST FFE EXISTING ; p� tM 3tlU- 3Ef /" PARKIN TO PROVIDE EXISTING �gN~� r 5 - 10' x 18"., G -, / ! / CONCRETE mC.3 A' /6, ! ! �� DRIVEWAY - EXISTING (ELIMINATE MOTORCYCLE EXISTING Q G� SEWER PARKING STALLS) ADA RAMP / Q EXISTING SERVICE I / �i�// / ! I! 1 r F� PROPOSED �y g Joy SEWER �((l / i a5 °„ FORCE BIKE RACK fI MAIN I / % ! / ' r m W 44 SF 12 8 PROPOSED a d / DRAINAGE 3 n EXISTING FLUME FLUME a a REPLACE 185 SF SIDEWALK ! /'Z / j' `l SIDEWALK W/ RAMP � 7.5 SIDE_ � I -5-- - /1� SETBACK INSTALL 287 SF // ((( ( o �, a EXISTING /� L 1 WATER SERVICE 6" CONCRETE z EXISTING W/ CURB FDC ° INSTALL 389 . SF ``_. X 6" CONCRETE - W W/ CURB I PROPOSED WATER SERVICE � Y J WE= a RADA AMP _o EXISTING rn PROPOSED AGGIELANDz SEWER SERVICE FITNESS DOME ,� 11,990 SF USED FF=287.00 Ix GYMNASIUM t - G } �Gv�o ��'� �,•,� 5,396 SF `-.� �P ` ZP Q� QG� I I �1 I/ l l r I �) FF=287.00 :,_y G�oG�GQ���0�1 �O , ! 11�1.� I / / % I ' HEIG 9.00' RESTRIPE EXISTING 4 I PARKING TO PROVIDE 13-9'x18'00 40, I LIMITS INS // I � �( \ CONSTRUCTION TYPICAL STALLS a 6' 17,710 SF PROPOSED PROPOSED 13 rte•; /�% / F / / ADDITION CONCRETE 5,105 SF RETAINING 2 rrirr ! I FF=287.00 j ,: WALL I a HEIGHT -15.00' 0 , 1 N 1 10 . r. r - j- -'` - - -„- _ = - -RESTS RESTS _ r J PROPD PARKIN, DRAINAGE a _ !� r 10 FLUME ` TYPI 15' P.U.E. - , _ - 30 LANDSCAPE BUFFER ` 15 REAR VOL. 4820, PG. 97 VOL. 3744, PG. 49 419.56' SETBACK N 34'57'< r r g 5 ��o �G2/'r �P�� I PI �I P``5 -GP3�,��Gt' i�! rrr �� O,rv��{ - F�'� - f--�����0 -r <�� F ��''?P��°, p�OPgF ��ka� �'ti �� ZPS ti e (Z F`� 60 Q d: a G �, o� O 0� �P • �a\ 0� \o P� �� 0 0�� �� p GG 12' L RM ffig min. 15"-�-36"--I 6" \ 1s" 35" #4 BARS L m -Y" X 18" SMOOTH ~24" EXPANSION DOWELS 6" CURB DETAIL N.T.S NOTES: 1. THE SIGN SHALL BE 12" WIDE BY 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION SHOWN. 2. SIGN SHALL BE PAINTED ON WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S N.T.S PARKING ANALYSIS EXISTING FACILITY: 11,990 SF EXISTING DOME PROPOSED FACILITY: 5,105 SF CLASSROOM & OFFICES 5,396 SF GYMNASIUM n Ano c T^1 A, 115 TOTAL PARKING SPACES REQUIRED 5 ADA PARKING SPACES REQUIRED PROVIDED: 94 STANDARD ON-SITE SPACES 5 ADA ON-SITE SPACES 25 SPACES ON LOT 2 124 TOTAL SPACES PROVIDED UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 32 GPM MAXIMUM (PEAK) 90 GPM 1 1/2" DOMESTIC WATER METER SANITARY SEWER DEMAND ((Q 90% OF WATER DEMAND) AVERAGE 28.8 GPM MAXIMUM (PEAK) 81.0 GPM 6" SANITARY SEWER LINE HA�RLE ENINEI��IIN®I��PANX TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SH6 WEST -FRONTAGE RD ti VARIABLE WITH R.O.W. (34' WIDE ASPHALT PAVEMENT) \ ,Gv 'f EXISTING J EXISTING DRAINAGE DRAINAGE FLUME FLUME UTILITY CONSTRUCTION NOTES: SITE SPECIFIC NOTES: APPROVED 1. THE EXACT LOCATION OF THE EXISTING UTILITIES SHOWN IS NOT 1. THE DEVELOPER OF THE PROPERTY IS STEPHEN E. LUMPEE. JPS KNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUBJECT PROPERTY IS LOT 1 R, BLOCK 1 OF THE LICK 09 -AFD -2 VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND CREEK SUBDIVISION PHASE 1. THE PROPERTY IS ZONED C-1, EXISTING POWER POLE UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS GENERAL COMMERCIAL. Colle IN ADVANCE OF CONSTRUCTION IS REQUIRED. EXISTING UNDERGROUND ELECTRICAL CONDUIT - - --DIG -TESS:-($00)--344X377- --STORY;- 29-0HI H - 5,396SF2._PROPOSED-BUILDINGS-ARE-A-1 PUBLIC UTILITY EASEMENT LINE ATMOS ENERGY: (800) 545-6005 GYMNASIUM AND A 1 STORY, 15'-0" HIGH, 5,105 SF FITNESS. ® (800) 344-8377 CENTER CLASSROOM, ALL WITH A FF=287.00. FIRE HYDRANT SUDDEN LINK (979) 846-2229 HANDICAP RAMP COMMUNICATIONS: 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE EXISTING ELECTRICAL TRANSFORMER VERIZON: (800) 344-8377 DISCHARGED INTO THE SH 6 RIGHT-OF-WAY AND THEN INTO FLOW DIRECTION THE 100 -YEAR FLOODPLAIN AND THEN INTO THE NORTH FORK 2. ALL PUBLIC INFRASTRUCTURE CONSTRUCTION SHALL BE IN OF LICK CREEK OR INTO THE GREENWAY AREA PRIOR TO ACCORDANCE WITH THE 2009 CITY OF BRYAN/COLLEGE STATION ENTERING THE NORTH FORK OF LICK CREEK. NO DETENTION IS nPE L STANDARD SPECIFICATIONS AND DETAILS FOR WATER AND SEWER, PROPOSED FOR THIS TRACT. AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE AND DETAILS FOR STREETS AND DRAINAGE. ALL CONSTRUCTION GRADING AND DRAINAGE DESIGN PLANS. SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. S EM'SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE PLAT 5. THE DEVELOPED AREA FOR THIS PROJECT IS 0.518 ACRES 3. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 (22,550 SF). CFR PART 1926 SUBPART P FOR TRENCH SAFETY s ,TS REQUIREMENTS. 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED 4. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE PRIOR TO C.O. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING 7• ALL PROPOSED SIDEWALKS ON LOT 1R ARE PRIVATE. CODE. SPRINKLER SYSTEM FOR THIS 5. PRIVATE LINE SERVICE MATERIAL - PIPE TO BE ACCORDANCE 8. HERE IS A ,FIRE -PROPOSED WITH PLUMBING CODE. BUILDING. 6. ALL BENDS SHALL BE RESTRAINED TO THE PIPE AND BLOCKED 9• LICK CREEK SUBDIVISION PHASE 1 IS CONSIDERED A SINGLE TO UNDISTURBED SOIL. BUILDING PLOT. 7. WHERE UTILITY LINES ENTER THE BUILDING FOUNDATION, THE 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED, TRENCH BACKFILL PROCEDURES SHALL BE IN ACCORDANCE WITH 11. A KNOX BOX WILL BE REQUIRED FOR THIS BUILDING. THE GEOTECHNICAL REPORT PREPARED BY GESSNER ENGINEERING. 12. IN ACCORDANCE WITH TABLE B105.1 & TABLE C105.1 OF THE 8. CONDUITS FOR PRIMARY ELECTRICAL SERVICE SHALL BE FIRE CODE, THE PROPOSED STRUCTURE (22,491 SF TYPE VB INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS, CONSTRUCTION), REQUIRES 1,750 GPM FROM 1 HYDRANT. SPECIFICATIONS, AND DRAWINGS PREPARED BY COLLEGE STATION SHOWN HER N WAS DETERMINED BASED ON THE DRAINAGE REPORT AS PREPARED BY ROBERTSON UTILITIES SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS -- JPS 09 -AFD -2 DECEMBER 2009 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON DECEMBER 22, 2009. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. IL `I, :el v. GENERAL 30 15 0 30 1. CONTRA OR ISO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SCALE IN FEET SERVICE INES WHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANS ONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800 G-TESS. _ 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 STANDARD SPECIFIC IONS F R W TER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS DRAIN GE. j I' P.U.E. IL. 4820 'G. 97 LEGEND -- ST - ST - ST - EXISTING CULVERT 4. ALL UTILITY BEST LINE (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM LABLEECOR INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM - T - T - T - T - T - EXISTING TELEPHONE LINE -s s _S_ EXISTING SEWER LINE AV EXISTING OVERHEAD ELECTRICAL LINE GAS EXISTING NATURAL GAS LINE 1419 EXISTING POWER POLE CITY & NDEPEN9 NT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT Colle UE UE EXISTING UNDERGROUND ELECTRICAL CONDUIT TX 77845 REPRE$E T AS -BUILT: PUBLIC UTILITY EASEMENT LINE - GAS ST - sr - sr - sr ® -� IONDITIONS. FIRE HYDRANT HANDICAP RAMP 5. PAVEMEN DEPTH A L PROPOSED PAVEMENT IS 6" THICK REINFORCED CONCRETE. EXISTING ELECTRICAL TRANSFORMER PROPOSED SIDEWALK FLOW DIRECTION EXISTING CONCRETE FLUME fi t `s1- PROPOSED CONCRETE FLUME - --- 6. LANDSCA ING AN IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION nPE L EXISTING FIRE LANE -_-- E --E PLANS. „ 7. THE BEARING S EM'SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE PLAT ---' RECORDED IN VO 48 0, PG. 97 AND AS MONUMENTED ON THE GROUND s ,TS s s- 8. BUILDING SETBACK LI ES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED _ I DEVELOP ENT OR IINAN E. / I 9. THE FL D ZONES SHOWN� HERON IS PER A FLOOD STUDY BY THE CITY OF COLLEGE STATION OF LICK \ a I CREEK. NO POR ON10F F THIS TRACT IS LIES WITHIN A DESIGNATED FLOOD HAZARD AREA ACCORDING TO THE FLOOD It I URANCE RAT MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO201 D, EFFECTIVE DATE FEBRUARY 9, r 2000. 10.FLOODWAI SHOWN HER N WAS DETERMINED BASED ON THE DRAINAGE REPORT AS PREPARED BY ROBERTSON CONSULIINIG ENGI DEER', APRIL 2000. 11 11. ALL RO01 AND G OUND-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE ISIBL;E FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE / I SUBJECT LOT, M SURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED / WITH Thi BUILDINiG ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. / 12. PROPOS SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. 13, EXTERIOF BUILDING AID SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UDO. THE LIGHT SO JRCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT !`� I LIGHT H I IZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES Nc r CROSS! ANY PROPERTY LINE. / j o \� .14. THE AG (ELAND FITNESS DOME HAS ,A rPARKING ` EASEMENT' AGREEMENT WITH ;CHRISTIAN BROTHERS AUTOMOTIVE r • I ON TH H CHRISTIAN BROTHERS W USE OF 25 PARKING SPACES IN THE C S 0 DJACENT LOT (LOT 2) WHICH ALLOWS U • � Z-�AUTOME W -- = E PAR IN G 'OT_- AFTER 7PM- ON WEEKNIGHTS AND -ON SATURDAYS-&- SUNDAYS- -WHEN --THE -USAGE - o � AND PAF <ING DEMAND ..FOR THE AGGIELAND FITNESS DOME WILL BE AT ITS PEAK. ELECTRICAL >a o 1. DEVELOP: R INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 3 2. DEVELOP R PROVIDES 0' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY v / INSTALL REMAINDER. J / 3. DEVELVP R POUR( TRANSFORMER PADS PER CITY SPECS AND DESIGN. m Ii 4. DEVELOP I R INSTAL LS ULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.) I f \ I 5. DEVELOP R PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. i 6. DEVELOP R PROVIIDES GOAD DATA FOR PROJECT. 3 7. ALL E� MENTS NSITE ARE EXISTING. ELECTRIC FACILITIES WILL BE DESIGNED WITHIN EXISTING EASEMENTS. 8. DEVELOP 1R WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND E 17ND AS IREQUIRED. 9 IF CO )IT N01� EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL ! FURNISH INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. AND O j I' P.U.E. IL. 4820 'G. 97 LEGEND -- ST - ST - ST - EXISTING CULVERT EXISTING CONTOUR - MAJOR - T - T - T - T - T - EXISTING TELEPHONE LINE -s s _S_ EXISTING SEWER LINE -E-E- EXISTING OVERHEAD ELECTRICAL LINE GAS EXISTING NATURAL GAS LINE 1419 EXISTING POWER POLE W W EXISTING WATER LINE Colle UE UE EXISTING UNDERGROUND ELECTRICAL CONDUIT TX 77845 BUILDING SETBACK UNE 690-3663 PUBLIC UTILITY EASEMENT LINE - GAS EXISTING NATURAL GAS LINE ® EXISTING WATER METER FH FIRE HYDRANT HANDICAP RAMP HANDICAP PARKING SIGN EXISTING ELECTRICAL TRANSFORMER PROPOSED SIDEWALK FLOW DIRECTION EXISTING CONCRETE FLUME fi t `s1- PROPOSED CONCRETE FLUME PROPOSED FIRE LANE w� nPE L EXISTING FIRE LANE PROPOSED PAVEMENT ADDITION „ LICK CREED SUBDIVISION. - PHASE i LOT IR, BLOCK i COLLEGE STATION., TEXAS STATE HIGHWAY N0, 6 PROJECT LOCATION VICINITY MA N.T.S 1®: "AGO I I A G GIELAND °I11TE► S DOME ADDITION COLLEGE STATION., TEXAS LICK CREEK SUBDIVISION PHASE 1 B OCK 1, LOT 1 R, VOL. 9268, PG. 48 2.269 ACRES 4050 STATE HWY 6 SOUTH COLLEGE STATION, BRAZOS COUNTY, TEXAS DECEMBER 2009 ENGINEER: Harle Engineering I o. 3002 Texas Avenue Sou th College Station, TX 778 5 (979) 693-7191 SCALE VERTICAL N/A HORIZONTAL 1$$=30P PLOTTING SCALE: 1:30 FILE NAME: 09 -AFD -2 OW ER/DE' ELOPER: Ster hen I umpee 1419 Harpe s Ferry Road Colle . e Station, TX 77845 (979 690-3663 ENGINEER: Harle Engineering I o. 3002 Texas Avenue Sou th College Station, TX 778 5 (979) 693-7191 SCALE VERTICAL N/A HORIZONTAL 1$$=30P PLOTTING SCALE: 1:30 FILE NAME: 09 -AFD -2 1061 L GRASS II GRADE DITCH" TO DRAIN Ti i0 IT 11 1 7L STEEL EDGE P.) GRASS /* 7. Y. y y .11 ROCK 2 RIP -RAP ff 0 C o .1 1,, r /, / 1 3 3.5' WIDE T (MAJOR ANTERIAL) STATE HIGHWAY NO. 6 TWO WAY TRAFFIC FRONTAGE ROAD AVERAGE 'NIDTH 30'1 L 2 12 34. .40 TP ... . .... .... sff N RY_ _ __ _ - _.. -- . ^-- - - __..._ - - ! /2135.20 TO E_ 3" DEPTH MULCF !84.70 TC 281110 A /Y.30 P c=CURB OPENINGS ".00 V J1 V/ 28 11 1. TP _-tP 7 ------ 28 40 TC 1KL FIRE LANE L 282.60 TC R FIRE + I I I I I I I ...I I I I I I 1 4 TP '281.50 TC VLH 202 LF,,to 284, ___TQ 75 TP _0;71 _j + 81. T -M -G Lc SC f _1H M f 282.00 17 400 4fl L ;Z1 _L7 ; CI T .55 To, V-1 3 IV -1 BIJ 284.30 TP W. • 1 3uti N -3NV' 38U Af yz IF 282.10 TP 21151 ;fC GRA -W 9 12: + k_- 2 TC .7 T' IlIit 1� - �.=N __.. -.-- 10 284.10 TV It] ie3.DO TP 285.70 0 2 2 10 TC 10 M ................ ........ "tr 282.70 TC 282.50 TP ;D V r 284. TP d (: 'r ' 1, �, j ! I z z GRASS / f 4 4 1 1 Z A 1 -1 GRASSLL_ A W 0 0a bzc)&OSED ANITE ACCENT. - > GREENWAYS WITH S EL E GE (TY15.)' U M DEDIQATION r < M AREA Q. AC /10 FM_G_1 Lh L.Li > 0 ..R �;D < 20' OFFSET f I I \�k -,,f y -' ,� `'�,w: ` :,r, , - ,` _ A L ""N r/ LANDSCAPE 0 -7; GR FFH-1 o -oz N \eZl r FTH-1 Al 29 1 PH zo -7 > z NING C. 1 r LIH I \n f 4H :P-11...." - , .,." 1 0. _j fie I ........ ............ z C_ %J M A PROPYS 11,990 S. F....., 21 _11 11 0 b, FMG IRE C R E E D. I V 1510 N 4-E STRUCTURE--* < DO L I C K, 11 'A-LIM M F z M, PHAE F 286 C)" \ v rd (yj 1 - - - ...... ...... ................ ...... L0.f I BLO.CK 1 4 02 A "RIES Mi 1 11 1 M _-, lzr. 6 ---•----•__ _11071 J ILOJ7 16 FtH GRASS z LIj rMG1 1 41/ 21141/ �2 284.60 TC J't' \ \'\ i - nuC3 _ < N SS GRASS i M -G-- I - 264.90 Yd 14021- DOMPSTE-R- 03 03 C14 00 -4 NV -I 38Ij 3NkJ 31,10 381 L /* J 7 0 . .......... 7_1 C,j 0 0 0 0 0 30' LAND BUFFER GRASS . ... ... 0.- + + .'A 4-J RESIDENTIAL A'.6� MASONRY WALL WILL BE PROVIDED C to ALONG REAR PROPERTY LINE. FW__0_1 LiL 0 cd ELI (WALL INFORMATION BY OTHERS) B&B OK IF PLANTED BEFORE APRIL 15TH OR AFTER OCTOBER 15TH. (1) i. - > LANDSCAPE/STREETSCAPE -REQUIREMENTS REQUIREMENTS: T - BE APPROVED PRIOR TO PURCHASE AND INSTALLATION. IREVISIONS: PIANT -SCHEDULE mus LANDSCAPE REQUIREMENTS 0000ON WAN. COMMON NAME BOTANICAL NAME SIZE REMARKS 03-18-03 AS PER CITY REVIEW 0 TOTAL SITE 4.02 AC.'* KEY PHASED SITE +/- 119354.4 S.F: 2.74 AC. AND COMMENTS. WO 10 WATER OAK Quercus nigra 2.11'"14" col. MEASURED 12' ABOVE FINISH GRADE co 0 41 r 12-14' ht.,6-8' spd.*.B&B OK. 11 co LANDSCAPE POINTS 30 PTS -/11000 S.F. REQUIRED LO 12 LIVE OAK Quercus virginlonanigra 2.1'1"-3.4" cal. MEASURED SITE LAND S CAPE -PI.4N 3580 MINIMUM POINTS REQUIRED.j! 12* ABOVE FINISH GRADE. a) 0 12-14' ht.,6-8' 30..B&B OK. SCALE: 1' 20'-O'' 4120 POINTS PROVIDED (37 TREES 0 2.1-3.4" CAL) W 3600 POINTS - 24 'CANOPY TREES PROVIDED BC 06 BALD CYPRESS MHORTANT .(24 TREES 0 2.1-3.4- CAL) Toxodium distichum 2.1"-3.4" cal PLANT WHERE INDICATED, 6-7' HT. 3' SPD. W ALL MUST BE UNIFORM HIT.. B&B OK. 520 POINTS 13 NON -CANOPY TREES PROVIDED 1. Rybo Lo idsc( pe rc ec re (RLA) assumes no responsibiti-.y For any B. (13 TREES 0 1.5-2 CAL) C excavation . P 14 CHINESE PISTACIO Pistocla chinensis 2.1'-3-4" cal. PLANT WHERE INDICATED r - grading sho-an on surveys or Civil Engineers pions. 0 I rJ 1790 POINTS REQUIRED FOR CANOPY TREES (5OX MIN.REQUIRED) 3600 POINTS PROVIDED FOR CANOPY TREES. 2. AUproposed and finished grades shown are approximate. Refer to Civil IC 11 ITALIAN CYPRESS Cupressus sompervirens 30 gal. 1.25" CAL MIN., PLANT, WHERE INDICATED Engine ring drawings For grGdIng information. Any discrepancies In 7AMEM I ctctual'Fletd measurements are to be reported to Landscape Architect STREETSCAPE REQUIREMENTS: ALL MAST BE UNIFORM HT.; B&B OK. Immediately. 297 L.F. STREET FRONTAGE PROPOSED LC 02 LEYLAND CYPRESS Cupressus ieylendi 30. gal. 1.25" CAL. PLANT WHERE INDICATED' Contractor shod be responsible For making himself FGmIllar with all 140 WAX MYRTLE Myrica ceriferai 5 gal. PLANT 36- D.C., WHERE INDICATED . ro 11*1 1 CANOPY TREE/25 L.F. OF FRONTAGE REQUIRED W/IN 50' OF PROPERTY LINE un er0 utilities, pipes, strictures and line runs. JOB I CANOPY TREE/25 L.F. OF FRONTAGE PROVIDED W/1N 56' OF PROPERTY LINE4. Prior t.1 commencement of hardscape construction, all piers, Footings, APICPAN021.103 Al L 75 LOROPETALUM Loropotalum chine.psis 5. gal. PLANT 36' O.C., WHERE INDICATED, ALL PLANES and walls are to be surveyed, told out, and staked In Fie.d for app -oval L 11.88 CANOPY TREES REQUIRED MUST BE 3' HT. AT TIME OF PLANTING. by Lan dscope Architect. Contractor shall assume responsibility for any 12 CANOPY TREES PROVIDED demoliton, adjustments or reconstruction resulting From unauthorized DWM 00 DWARF WAX MYRTLE Myrica PU31110 5 gal. i PLANT 36" O.C., WHERE'INDICATED, constr6ctloi activities. MUST BE 3' HT. Af TIME OF PLANTING , ALL PLANKS LANDSCAPE BUFFER (RESIDENTIAL ADjACFN(.%y1 Contra lw� i .or is responsible for all final quantities as per drawings and o +/-''415 L.F. RESIDENTIAL ADJACENCY 160 INDIAN HAWTHORN Rhaplolepsis indica 3 gal. PLANT 36" D.C. REM EQF0F1 specifications. Any q-4ontitles provided by RLA are provided as a I convenience),only and shatl not oe considered absolute. Landscape 50 BUFFER REQUIRED _t Archt6ct should be notified IF any discrepancies occur. CONTRACTORS ARE MG 2603 MONKEY GRASS Llrloo�) muscari 1 gal. PLANT 12* O.C. CO PLIAML, � should SHEET'NU THE -_R OWN VERIFIED QUANTITIES. TO BID 30' BUFFER PROVIDED IV 1-5 GAL SHRUB 0 36- OC, MIN 3- HT/3' OF LANDSCAPE BUFFER REQUIRED.SC 1800 SEASONAL COLOR (SEASONAL) 4" POTS PLANT 9" . D.C. MA . 2 7 2003 -5 GAL. SHRUB 0 36" OC, MIN 3- HT/3' OF LANDSCAPE BUFFER PROVIDED 1 T IE etctron1c cirawIng File Is released unDer the authority of Steven R. Ryba, registration 138 SHRUBS REQUIRED 0 3' HEIGHT MINIMUM COLLfAESTA110N H17 I on (da 4), who maintains the orlgica., File. - This etectronlc drawing File Play be useo I on (da 138 SHRUBS PROVIDED 0 3' HEIGHT AT TIME OF PLANTING a. I background d awing, Pursuant to Rule 3.103(f) of the Rules and Regulations of the ou.JOTES: Tex is Board bF architectural Examinlers; the user of the etctronic drawing Fite ogres to 1 - 2- CAL CANOPY TREE/25 L.F. OF LANDSCAPE BUFFER REWIRED 'ie at( re;pons13IIIty For any no:nFIcation to or use of this cliowing file that Is OP SHEETS sistent v Ith t quirements of the Rules and Regulations of the Texas Bocrd of SYSTEM WILL BE INSTALLED WITH FREEZ SENSOR AND RAIN GAGUE. any mo.�,Flcotlo to CAL. 1. AN AUTOMATIC, UNDERGROUND IRRIGATION7 terr.e No person may nake It. n this 'electronic 02-26-03 ng f the Landscape 4rchitact's express written permission. CANOPY TREE/25 L.F. OF LANDSCAPE BUFFER PROVIDED j - 2 anning. I Ci THIS SYSTEM WILL PROVIDE 10OX WATER COVERAGE TO ALL EXISTING AND PROPOSED LANDSCAPE AREAS. A i tecturat .. 16.6 TREES REQUIRED cl�� lie -tt ISSUING A CERTIFICATE OF OCCUPANCY (C.O.) ---- --- THIS IRRIGATION SYSTEM WILL BE APPROVED AND INSTALLED PRIOR TO DATE ISH ED "A 177) i LANDSCAPE NOTES: SYMBOL RISC• COMMON NAME BOTANICAL NAME 3Iz>LAE , 1. ALL DISTURBED AREA TO BE SEEDED WITH BERMUDA GRASS EXCEPT WHERE BERMUDA GRASS SOD IS CALLED FOR ON THE PLANS. 6 RELOCATED 2. "CAL." INDICATES CALIPER AT 12" ABOVE THE GROUND. OR CHINESE PISTACIA REPLACED PI3TACI0 CIiIIdEN3I3 >2''' 3. ALL TREES SHALL BE PROVIDED BALLED AND BURLAPPED. 1 20 10 0 20 4. PLANTING PITS SHALL BE 2' LARGER IN DIAMETER THAN THE SIZE OF NEW THE ROOT BALL BACKFILL SHALL CONSIST OF 3 -PARTS SANDY LOAM SCALE IN FEET TOPSOIL AND 1 -PART PINE BARK MULCH. 5. ALL LANDSCAPING PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF INSTALLATION BY i LIVE QUERCUS -- T — T -- GAs - _ GAS _____ T — — T — T — T — T — T CONTRACTOR. AFTER ONE YEAR, THE OWNER WILL BE RESPONSIBLE ° >2 CAL. �'� �--TE-----�'.-�--€-_ ��--- T_ -E T — T -,LT _ \ NEW OAK VIIiGINIANANIGRA _ GAS -____ GAS _ ---------�. X -0- R MAINTENANCE OF ALL LANDSCAPING. W-�------ W_ _ ____ "__ Wi ET T W GAS GAS = E S E RE E 22c OF THE . GAS E`;�- EANT MATERIAL SHOWN HERE IS REPRESENTED AT ITS MATURE SIZE. --�—'---W-----yy___�:`_ STI HAAT ARE EITHENG 51 NG 5 RANTS TO BE INSTALLED WILL BE SIGNIFICANTLY SMALLER THAN W----__�__�W_______`W OSE SHOWN AND SHOULD NOT BE EXPECTED TO REACH MATURITY —S --- 5 --- :�5 W MISSING OR DEAD. yWR SEVERAL YEARS DEPENDANT ON GROWING CONDITIONS. S ----�_ W 7. CONTRACTOR IS TO SEED ALL DISTURBED AREAS LEFT UNPAVED AND LOROPATALUM S—`-"-"S-----S -- GUARANTEE COVERAGE OF VEGETATION UNTIL ESTABLISHMENT OF 48 LOROPETALUM CHINENSLE fi GAL S g —„•�`S - S S GRASS. GRASS TYPE SHALL BE BERMUDA GRASS OR RYE/BERMUDA S""-' MIXTURE. S UE---- � ; 71 ;w 7. 5 C40 U G rr }�� . �:, 7 DRIP -3w M+-- --arm 3HU —---SNY1 aaW --- SW 3aW------3mn 38W ---sw aar� I LINE / BARRICADE \ FENCING TREE - (' `�-----3Mrt as - 3ata--3rrvi 3a�----•--3riY� 3a�------�ria� .3a -.�--- �. ., w . *-� _.,.- �;-- 12 .,� ,. - tt---�raYt 3a�•-------3rnn a ..._. / 8 d Q 'a tld d d4. � t, T BAR STAKES 3 d 48" BARRIER FENCING d B a ALLOW THIN LAYER OF SOIL / m d, v a d DN TO COYER BALL TWICE ROOT BALL TO BE -_t/3 - 1/2 FIRMLY DRIVEN METAL "T" BAR STAKES OF BALL RADIUS ABOVE EXISTING 1 J2" x 1 }2" x )6" X 1" OR EQUAL BASED ON SOIL DRAINAGE 2' MINIMUM �`+• -G IMPORTED TOP Sal PLACED 6' O.C. AT DRIP LINE OF TREE ° :m PINE STRAW �. OR BARK MULCH EXISTING GRADE r,, r�e•;krr�;f. .�%':'i'Z.srr-,'s�. fY,as- £ F -moi `s n K �t �, `' 3 rs'.? r. '.'%/�tr,'. h J .'� bra, '7 �y4`,,,t•,.`'•'Y-"=v -. PEEL BACK BURLAP ON RELOCATE EXISTING ° d 3 BNL SHRUBS r 31y i G s 2 ✓r i+ �J 4 f fs J BACKi II t 1 PAWcoMPoslm . 4x f £ f> �f '� 1 OR PROVIDE NEW 3, �t x 4 P- 'z:e m r?> > r CANOPY TREE BARK WITH 5 PARTS SOIL a,;L 1' � J-•� , r.. f.,.ry"e_,r 2?x }7 ;. d T BURIAL OF VERALL POSCOMPACT BACKFILL IN DUMPSTER �'' _ DN BOTTOM OF HOLE (3r MIN.) _413HE _RF JA d , 'd SHRUB PLANTING DETAIL TREE PROTECTION DETAIL / EXISTING o �m N.T.S. N.T.S. AGGIELAND d' 4 FITNESS DOME 11,990 SF °d PROPOSED FF=287.00 .' GYMNASIUM 5,396 SF / FF=287.00 / A HEIGHT -29.00' d• TREE PLANTING DETAIL N.T.S. � R R R R RRA �R R R R R R 101041 J PROPOSED / ADDITION �1G 5,105 SF cl / FF=287.00 WRAP TRUNK OF TREE WITH STANDARD TREE WRAPPING PAPER (CRAPE) STARLING FROM BOTTOM WINDING UPWARDS �• 1 !////////////////////////////////////////// - a .. � • ,� GROUND TREATED STAKES (3 STAKES SPACED EQUIDISTANT) PEEN. BACK BURLAP, BACK FILL 1 PART COMPOST WITH 5 PARIS EXISITNG SOIL COMPACT BACK FILL IN BUT= OF HOLE HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 09—AFD-2 DECEMBER 2009 A G Girpz,;LA ND FITNESS DOME ADDITION LICK CREEK SUBDIVISION -PHASE 1 LOT IR, BLOCK > COLLEGE STATION, TEXAS LANDSPA Iu _"-a i -il 0DIFIl"ATION uya I i SH6 WEST—FRONTAGE RD — VARIABLE WIDTH R.O.W. (34' WIDE ASPHALT PAVEMENT) ST -- ST •-•_....._ �T T T— T— 7 T— T— T— T— T— T-- T— T S S WPROVIDE 6 NESHRUBS W— ._.. SW_ -- W RELOCATE EXIST ING OR PROVIDE NEW CANOPY TRE UE U U ;; n U� � ? IIS Is r !� f h VIDE ONE NEW PROTECT ✓ CANOPY TREE IN EXISTING THIS AREA PRO TREES FW 11 IE 12 iRUBS m m• 12 7TREES PROTECT EXISTING m 6 -FTRE'QV ii RE IAN€ -----r�^Rc RELOCATE EXISTING OR PROVIDE NEW - CANOPY TREE FIRE LANE -rrRE LANE- -."IRE 10 `n=T�nH SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09—AFD-2 f , W'6 'ol u Y $.3