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HomeMy WebLinkAboutDrawingsLANDSCAPE ANALYSIS Total site (developed) area: 286,596 + 29,240 + 15,343 _l 21 X242 -------------- 352,381 S.F. Points per project area required: (352,381 +1000 X 30 Pts.) x 2 (greater than 50,000 sq. ft. developed)- _ _ _ - _ 21,144Pts. Streetscape points required: South Dowling Road = 1366' I&GN Road = 526' 1892'/50X300Pts -___________________ 11,352 Pts. Total landscape points required:________________________________ 32,496 Pts. (Note: A minimum of 50% of the required points (16,248 Pts.) must be canopy trees). Required streetscape trees (CAN count toward points): (1892'-:32')------------------------------- - - - - -- 60 Trees IRRIGATION AND LANDSCAPE NOTES - 1 . OTES-1. Contractor is responsible for providing irrigation system to accommodate new building and to provide coverage to all areas of site disturbed by construction. 2. Provide a bubbler head for each canopy and non -canopy tree zoned separately from lawn and planting bed zones. 3. Provide solid sod at all areas disturbed by construction. 4. Protective tree barriers will be in place prior to the start of any construction and will not be removed until construction is complete. 5. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 6. Irrigation system must be protected by either a pressure vacuum breaker, a reduced pressure principle back flow device, or a double-check back flow device, and installed as per City Ordinance 2394. 7. All back flow devices must be installed and tested upon installation as per City Ordinance 2394. 8. Roll -off trash container will be stored in mechanical yard. A 9. Non canopy tree caliper size will be measured on a single cane, 12" above grade. ub 3yer pine bark mulch kfill mix: )% sandy loam topsoil i% peat moss ;%well rotted pine bark mulch sh grade FAI Varies _ 10 vp 4 PLANTING BED SECTION Refer to 1/1.2 Scale: 1/2"=1'-0" Tree L i O � Garden hose segments 3 -strand galvanized wire 2x2 x W -O" treated fine stakes (3 per tree) 3" to 4" high soil well 2" -layer pine bark 6" to 8" Finish grade Z[LL Planting mix: 50% sandy loam 25% peat moss Root ball install top 25% well -rotted pine bark mulch of root ball level with the finish grade Stake all trees Point 3 TREE PLANTING DETAIL Refer to: 1 /A1.1 Scale: 3/8"=1'-0" Di to I I post spacing 2 TREE PROTECTION FENCING Refer to:1 /A1.1 :onstruct fencing utside of dripline )rip line of tree metal "tee posts" construction eneing fabric inish grade Scale: 1/4"=1'-0" NEW -STREETSCAPE PROVIDED SYMBOL NAME SIZE QUAN. POINT POINTS VALUE Existing trees - - - - A Quercas shumardii 2.1"-3A" caliper at 12" above 24 150 3600 Shumard Red Oak soil; container grown 8' to 10' tall O Quercus virginiana 2.1"-3.4" caliper at 12" above 21 150 3150 Z Live Oak soil; container grown 8' to 10' tall Quercus macrocarpa 2.1"-3A" caliper at 12" above 16 150 2400 Bur Oak soil; container grown 8' _ to 10' tall Total number of Streetscape trees provided -------------------- 61 trees Total streetscap points provided- - - - - - - - - - - - - - - - - - - - - - - - - - - 9,150pts. NEW SITE LANDSCAPE PROVI ED SYMBOL NAME SIZEQUAN. POINT POINTS Q1 ALUE 2.1"-,3 "calf caliper above Quercas shumardii p 30 150 4500 Shumard Red Oak soil; c tainer grown'8' to 10' II Q Quercus virginiana 2.1"- " caliper at 12" above 29 150 4350 0 Live Oak soil; container grow 8' Ir h Z to 10' all Quercus macrocarpa2.1 4" caliper at 12" above 24 150 3600 Bur Oak soil; container grown 8' to 10' :all Total of new canopy tree points 12,4'50 pts. A Vitex Negundo 5 gallon cans;containe' 65 40 2600 Chaste Tree grown to 8' tall, 1.2" tali er min. zl) y Ilex decidua 5 galloncans�containe 77 40 3080 t / o Possumhaw Holly grown to 8 tall, V 1.2" caliber min. u O Rhus lanceolata 5 gallo cans;container 43 40 1720 Z Prairie Flameleaf Sumac grown to 8'tall,' 1.2" tali ber min. 5 allo cans;containe 88 40 3520 10 O Cercis Canadensis g Texas Red Bud grown to 81 tall, 1.2" tali er min. The Arkitek Studio, Inc. 308 N. Bryan !Ave. Bryan, TX 77803 P (979)821- 635 F (979)775-8224 www.arkitex,.com i Total of new non -canopy tree points 10,920 pts. i 20' / ♦ i P.U.E. Grand total of new site landscaping provided- ----------------- _ _ _ _ _ _ _ _ _ _ _ 23,370pts. / / Grand total of new streetscaping landscaping provided-------------------------- 9,150 pts. � . Wooded o/ Lot 1, Block 1 Grand total of all new landscaping provided_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 32,520 pts. area / ---• 51.994 Acres .+ + Scattered trees 20 / i . + ......: • P.U.E. / \ o M P • VIA DAVID GOLD ' I ♦ / r �� i - - - - . +++ / / F O AND TERESA GOLD , // / a • +',� _ - - , \ \ �.+ + + // 8/29/2011 10.0543 ACRE TRACT 3253/54 ' r /i + Tree prop6tiori +++ EXI TING WAREHOUSE / UNPLATFED !� i ++ fencing fj i ♦ \ / rac s) J i ,r Tree protection ++`\ \ y' / • ■ III ` - 1 I 1 // J r fencing � III City limit �' ,r line ;i1 0 s ` , \ \ • ., / / Developed area =. V11, EXISTIN• 4-J.� G 8 • Ig i pESENTION • '411 b 1 I► / ♦ t I 1 L POND • t� ) %� .,/ / 1 I ► 1 / c>3 r `Cr L ` s p /J/// 20'BTUELECTRICAL 1 I 1 // N < L r _ • a / / / EASEMENT, 9424/206 111 & 9424/274 / _ C O \ L • / / / / fLi fQi 0' treetsc e Ii • S S / / / A/ 1 1 1 / L a-+ \ t� L • ++ ° +i / 1 I 1 Q cn \ : Existing I 1� N/F L_ . (U \ \ \ \ L Developed area 20'P.U.E vegetation .U.E t I -� CHARLES MICHAEL FULFER 0O \ \ L AND WIFE, KAREN MARIE FULFER U � � � ; ° • 0 3 / / /++ I / / 1 I � t / /� "!�, _ - - I' _ _ - / / .• \ \ • A / / `s / / Developed area ► t _ - -� _ _ - - /- CALLED 5.00 ACRE TRACT 10087/194 U _ _ _ UNPLATTED y / P.U.E. \ ! - s . 20 \ ♦� a ra • ♦ • - • ++ 4 ++ / / / / // ♦ `" r P.U.E. / lO n / w _ •.. ^. / r — _ .. Oo \ r P osed fire , . .. . oma F ••? I I 0 O drant ♦ _ - - " - CITY OF COLLEGE STATION GPS 20' E. Overhead A MON #134 m � `J� \ \\ P.U.E. Developed area width electric � ��� - - D - - - ( BEARS: S 63°1-7'16" E 2220.16' oa \ ♦ € varies - edication I (yrp \ - 1.361 Acres — \ \ \� ♦ _ _ — — — — — —rg ♦Q ', — ' , LING ROAD _ — — Existing " ' DOW _ \ �p • . _ o - ' SOU pHpVMT R.O.W VARIES _ - - - water service tp 24 ASP" _ _ \ o� �� ♦ •• • ' a Revisions 4 Number Date 50 Streetscape line \ o , a =1,366' �- 1 Sept. 7, 2011 W 12" waterline - ' 32, of drive Y ®_ 1 � r f CuNed length of 1,398 - 2 Nov. 22, 2011 .r AP APNP 4 Dec. 16, 2011 q.Jan.19, 2012 A Note: FEB 0 6 2012 J ` TDI Brooks International Headquarters site is to be considered one \\ l building plot for the purpose of signage, Non -Residential Architectural CrULLr-kJit"�' ' `� -ES ®EVELOP.. \ ' Standards, and landscaping in accordance with ordinances regarding EN ! �'�' ��r �`-' PROPOSED 12" WATERLINE building plots over 50,000 square feet in area. PLAT Pit.E%�--� _ •-- -` "- I 0110, 50, A L-.111111111 � LAN SCAP PLAN z5' '° NORrH Refer t, _oE rvey I Scale:1 " = 80'-0" t 0905-B 29, 2011 3of13 123 1�- ��{�—J< PROPOSED LAB / 32 / BUILDING / FF=330.5 9,815 SF ••� 15 1S s� ry, 25' BLDG. HT. / DISTURBED W0 ..AREA LIMIT E_ MARKINGS ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETERING STATING "FIRE LANE. - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN ON SHEET C1. SUCH SIGNS SHALL BE TWELVE INCHES (12') -WIDE AND -EIGHTEEN -INCHES -HIGH, -WITH A -COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6") HIGH STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER" IN RED. IIS �N11111= 11=' IIIII=11111= 1�IIII -1111111111=IIIIII�III (I0 -=ON 1111 IIII „ i cra � 11 �5 IIIII II,�I r_IIIII��III L- IIII III = III= IIIII 1111=IIIII==]IIII= =1I �1�111�1� �Illlll�ll�l�la=�II1 2s--- - -__ M N 32 k . / /� / CONSTRUCTION NOTES: _ cn TREE TO BE REMOVED / / / \ ° 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCA11014 OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY X32 � � � \ <'� �° 1'=0" COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENER - / ---' / \ RESERVED " GY. (800) 545-6005 PARKING 12 x18 reflective finish me i _ 8377 !S 1S 1S — 1S ---Q 111 HD / / sign SUDDEN LINK COMMUNICATIONS: (9079) 846-2229 C2 328 n 1S 1S 1S — is—__Is PIPE �P ��� o . ° ---" rn �-- > ' /� F �\ I ( VERIZON: 800 344-8377 " 2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFT R I -- _ ° •� \ w --12x9 reflective finish met TREE TO BE \ F sign AREAS IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED Cn REMOVED / / ; CY)• ++ /.. 2x2 galvanized steel tube 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF PROPOSED °'. / �: \ F �- column BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. OFFICE BUILDING °' y ' \ ca set in concrete footing. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS OFFlC -� FF5Provide 9,5883 SF galvanized steel cap 30.75 33 ° t V� /� / \ welded AND WELLBORN SUD STAFF. / � •y ..' / ' / i� :, \ /— HT. \ \ I I of tube. Paint tube ands . 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 19261 - '' , . ++ 3 e `: /j o top DOMESTIC 3zs-- __ 25' BLDG. ,,.--EQUIPMENT WATERLINE / YARD EQUIPMENT / SUBPART P FOR TRENCH SAFETY REQUIREMENTS. s \ // 5, SEE SHEET C1 FOR PAVEMENT DETAILSYARD moc All characters must be w/ SCREEN FIRE 60' .minimum .above WALL / �J 6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLO w SCREEN SPRINKLER W -s \sem v A \ " rade or sidewalk. SUPPLY LINE -!a• s / / - �O FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS .� w° -s W� AOVER LA5N0,DS0C0APSINGUAR!NE FEET EOTRIN AREA. ITH ORDINANCES REGARDING BUILDING PL TS I ST— ST — S ST LIAJ ADA SIGN DETAIL S-6 g ST ST .-- ST / ST _0 / / � 7 THE FIRE SUPPRESSION LINE SHALL. HAVE A LOCKABLE LID ON THE ISOLATION S-6 — ---5— S-6 —S—g` S_6 5_6 S—B c� - �6 OR- S_ "° . — — — / s 6 '. s -s s- _ , ' N.T.S. OR - / VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP / / USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL E / SIDEWALK FINISH MATERIALS "' --�,—` / SEWER LINE > '' °•'' APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. / `"'-T9 $F: LICCORDANCE W/ I • TO OSSF / O / ARCHITECTURAL-DRAWIN 9 LANDSCAPE LEGENDLANDSCAPE & �-•- �` / �, :. ELECTRICAL 33 vV'i - - , .. ._-- - / �� / ELECTRICAL SLEEVES(4-4" PVC) ,• ---"�' \ .� �S SLEEVES 4" PVC) ____..._--a �s / OSSF e _ EXISTING CONTOUR 6 — 33 F,s� TANKS —284— , �r SIDEWALK 3T ST — S ° / 6' *'�, / \ k. 33�� / s BOUNDARY / SIDEWALK f �-- '� �`e 30 1j"IF 8" ADS ' _ a. 30— E�OR S \\ FIRE HYDRANT FDC FIRE °�y` 'PP LIN 3 flRDP05ED SPRINKLER GATE VALVES :°• ADA SIGNAGE LINE 9`e 32 LF OF 4" ADS FIREEXISTING WATER LINE W-8 PIPE SLEEVE FOR s LANE PROPOSED / s WATER LINE `s SIGACCESSIBLE ROUTE BI 9. 20 10 0 20 DITCH OR SWALE FLOWLINE E E E E E, E E E RACK E 332.m. - _—E / � EXISTI FIRE —,... _�. FIRE � � 32 � �y��\\ HYDRANT s� SCALE IN FEE LANE ' ° .� :DQ D 6 \ \ RUNOFF W DIRECTION EX TI -�_ -- -mac --D _� �-. �,. __ ..�...-� _- -� �- _� -. _._ ...._.. � ,n •.. M. ._-,- +:., .,,.-„...,.,.. _,. _ .....-._,._ .._ ->... - -�\ -- - - - --� � Ste/» i __ - _ _._ - s__ _• 12 _,Lv4TERL IrdE _ __ ------ - -- 11i-,- 6 PROPOSED :SIDEWALK 32 LF OF 8” ADS _ . / M • 4N \ � �.� ,p p > • �� PIPE SLEEVE FOR 2 s iic F-90 /. +++ WATER LINE / 2 e asHC (tYP•) �+ / EXISTING VALVES a SIDEWALK FINISH MATERIALS �• ++ \ �`2 /EXISTING 0 BE IN ACCORDANCE W/ 00 ++ "\.ti " 2 TE A ITECTURAL DRAWINGS / ++ 15 HDPE ` yyti , 6 FIRE 2" c SPRINKLER I \ f SERVICE LINE \ FIRE SLEEVES(2-4" PVC) -�. / C ++i / / ' 2" \ LANE FIRE + /� ��ti 1 IRRIGATION " EXISTING DOMESTIC - CII RG —33 -- LANE ;+ / b�� / METER 6 ISOLATION ( WATER FIRE LANE R�� , CURB ++ / 1 VALVE N SER ICE SIGN ++� LANE / # MARKING / + SIGN / / / (SEE NOTE 7) �'`�� , EXISTING ++ ti� / 2" W TER FIRE HYDRANT ++ / SEE INSET A EXISTING' ( 1 - I^ — _ _..-. INSET ._ . A / 6"X2" METER �. --""- z! M___-___-. � , • "" --- -.-.- ____ �"'``' • • -�--._ aa2— -3 LANDSC � / �,� � I TEE � 'P IVATE METIRRIGATION i 18 DF�tVAT® ' EC RICAL ti • * _ .. I PA�iIWQ / / ti 2" WATER METER EXISTING I �� - = __ ...� - �.- = - .. SLEEVES(4-4" 'vC) % " UBLIC --_ -__ z!- ' ! --_ - __ FlRE EXISTING ISOLATION VALVE 6 GATE / ONLY DISI1U -ED ;: z` M--- z! M---- / SIGN I I / / VALVE 12 WATERLINE (SEE NOTE .7) / AREA LIMIT -♦`/ — — 4' �-- / EXISTING THESHALL BE le n -M 23- BY 18" IN 12»X6» 1� HE GHTiGAND BE MOUNTED IN DTHE LOCATION TEE / SHOWN. /• — / \ 2. SIGN SHALL BE PAINTED ON WHITE siloBACKGROUND WITH SYMBOLS, LETTERS, AND g �• BORDER IN RED. oo ELEVAU"♦ t a�� : aG ;,, 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. NOTE: ALL CURBS 6' IN HEIGHT I N S ET A ©�� FIRE LANE SIGN DETAIL UNLESS NOTED OTHERWISE i'i < 1/4!'R 24" NTS CJ ri' N.T.S. STEEL REINFORCING BARS . _ -•-�_ -- __._...------..___._ _.__._.y____..r__-_---� CONCRETE PAVEMENT Ir .i 3., 12"T h �" _� �® �. per¢ IE A V - ":•t" 4r ^;' w.T t-l:.rit`• �4"-_7 3" 4" --- 11pgyy I " - , VV 2" 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 4 �' FEB Q 6 2612 ;� 1. 3" t•.;'r`"i ' � r' 1 1, ,• , � S 3 �+ I� * Xp 6" OR �7° AS SHOWN ON THE PLAN (SHEET C2) l•+�L� �� a� �� ' � * I I: rt>� • = 4 BARS 6 PAVEMENT - USE #3 REBAR 0 12 O.C.E,W. t # OR .USE #4 .REBAR .® 16" .O.C.E..W. : s' DEVELOPMENT SERVICES I = 3/4" X 18" SMOOTH . * 7" PAVEMENT - USE # LAT FILED: EXPANSION oowELs �i' REBAR ®16 O.C.EW. ( � � � _..�.•.,.•:....,_ TYPICAL CURB DETAIL TYPICAL CONCRETE PAVING SECTION N.T.S. N.T:S. SCHULTZ ENGINEERING LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TBPE NO. 12327 JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JANUARY 20, 2012. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED -DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-189 JANUARY 2012 .......:.:.........it. JOSEPH P. SCHULTZ vXt1q'i_%e j 2. # 12327 SCHULTZ ENGINEERING, LLC TDI --BROOKS INTERNATIONAL CORPORATE HEADQUARTERS OFFICE B UILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS SITE, PLAN SHEET z OP z SCALE VERTICAL n/a HORIZONTAL 1"=2U .PLOTTING. SCALE: 1:1 FILE NAME: 11-189 tJi1LtTY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 13 GPM MAXIMUM (PEAK) 52 GPM 2" DOMESTIC WATER METER *NOTE: 2" METER SIZE NEEDED FOR BOTH BUILDINGS SANITARY SEWER DEMAND ON-SITE SEWAGE FACILITY (OSSF) DESIGN PARAMETERS: A LAB FACILITY OF APPROXIMATELY 10,000 SF WITH 30 -EMPLOYEES -@ 12 GPD AND AN OFFICE FACILITY OF APPROXIMATELY 10,000 SF WITH 30 EMPLOYEES 0 5 GPD, WITH WATER SAVING FIXTURES, ON A 51.994 ACRE TRACT - Q=30 EMPLOYESS x 12_ . GPD .+. 30-. EMPLOYEES x 5 GPD = 360 + 150 = 510 GPD, Ra=0.045 NI D.k R.1CA1 CALLE6 24.19` ACME TI�CT \ \ 37 /7 UNP TTE Z NE A- \ I GENERAL NODS: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB 2' UNLESS OTHERWISE NOTED. .2. .PAVEMENT..DEPTHS; REFER TO -SHEET C2 .FOR .PAVEMENT -DEPTHS. I �� IIC�t l ` \ 1 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAI 50' I ' TOPOGRAPHY PREPARED IN 2005. 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL Bq l POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL l 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION .UTILITY .MAP DOCUMENTS < ,) / - I / / / OBTAINED BY"FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. A=Q/Ri=510 GPD/0A45=11,333 SF REQUIRED �\ /"- f / / / / / / / 7. ALL ROOF AND GROU1,ND-MOUNTED MECHANICAL EQUIPMENT SHALL SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROI A=4(31'x31'x3.14)=12,070 SF DESIGNED N/F �\ / V/ / / / / / / ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' 1 /�,_ .� / / 50' I THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE DAVID GOLD AND TERESA GOLD p ,( / SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING 10.0543 ACRE TRACT .` C / / / S A ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. CITY LIMIT 3253/54 - f EXISTING / j 1 /I J -8. .PROPOSED -SIGNS .SHALL..BE-PERMIT- ED SEPARATELY IN .A000RDANCI LINE UNPLATTED / WITH THE UDO. ZONED A--0 �-- /� ' / POND ti7_ /` ___- �..i _ �"_ •,,.__ \ I / f / � l � 1. / / � / \QAC -IE-- oo, to (vol. po I ' > // /�/ /\��,� / S ACK/ / 20' P:U.E. ,� R ���//j ��-----��\\ l _�� %B i t _\� ,, j/ l 1 J NSF \\�. �-`_IM / 9• __+� _._. L _ \` \ \ / % / h IRMA JOSEPHINE BENTON EXISTING '� --- �_ _. / � ��� % CALLED 15.41 ACRE TRACT \\ �-. f 12" WATERLINE _ J /. S,DE'` \ �-- \ �\ �\ / •--i I 362/473 Curve Table UNE TABLE LINE # LENGTH DIRECTION. L1 217.74' S68' 24' 47"W L2 206.97' S70' 01' 48"W L3 110.13' S71' 40' 52-W L4 108.61' S75' 43' 32-W L5 215,99' S82' 48' 15'W L6 98,89' S83' 56' 081W L7 159.46' S85' 44' 30"W L8 134,33' N87' 32' 32"W L9 149:16' N82' 15' 23"W Curve Table EXISTING CONTOUR CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRE ON C1 209.65' 2814.67' 00416'04" 104:87' 209.60' S2413'35E' FIRE HYDRANT STREETK UNPLATTED / \_j JEXISTING DETENTION / FRE �j / /// POND "'G" NI (� ROPOSEo. / NE (� AREA LIMILtNE A F14 T /- LO r / / / �e SIGN \ � BL I �• / / � --- % / ..LA./D,n,� \51.71 CR .h 8�. S �� ��k Q . e -s� #O N E D - f --� - rzo . P.U.E. EX TIN '` \ ` \` ���-''" ��ti 6//�Sy�G: / LANE t�\O '� / (Vol, } 12" R INE i\\\ ��-- <�\, )SIGN \ I ' p9• ) 0 FIR �� / ys S �, 19.. # I / \ - + / ❑ ZRIB '9 ANE � 7 - ..�, / aRFEXISTING / / ! DIS a gG FIYE / "� �' I P� DRIVEWAY �/ 4 5 n A� LI��i / / E0. 9, SIN \ J 7- 7 , \ ��' pRop 330.? tCc ti EXI TNG / f RRE" 25 6� � i" FIRE HYDRANT FIRE\ '� \ z�. ; o N 20' .P . /LANE l EXISTING ,,eeqq / SIG � P9 \ � R V�'WAY SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS GE03, INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF THE . TDI LBROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN. 2. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,583 SF AND FF=330.5'. 3. THE DISTURBED AREA FOR THIS PROJECT IS 7.773 ACRES (338,594 SF). THIS AREA MATCHES THE DIS i RBED AREA FOR THE LABORATORY BUILDING SITE PLAN. 4. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.' MAPS, COMMUNITY PANEL NO. 48041 CO200-C, EFFECTIVE JULY 2, 1992. 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 7. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDIING IS 9,583 SF E IIIB CONSTRUCTION AND ACCORDING TO IFC TABLE 8105.1 "MINIMUM REQUIRED FIRE�FLOW AND FLO DURST ON" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDING'S FIRE SPRINKLE SYSTEM ALLOWS FOR A'50% REDUCTION IN THAT 'REQUIREMENT (1;125 GALLONS 'PER -MINUTE). TH MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 GALLONS PER MINUTE. ACCO DIN( TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF FIRE HYDRANTS" A 1,500 GPM FIRE FLOW REQIRES ONLY ONE FIRE HYDRANT. 8: TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 9. ALL ;SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 ST DARI SPE IFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATION F0 STIR I & DRAINAGE. 10. EXT IRIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPMENT ORDI CE. 111,20 PARKING SPACES ARE PROVIDED FOR THIS SITE AS ALLOWED BY THE PARKING REDUCTION REQUEST •;FOR THIS .SITE. 12. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSFS) WHICH MUST COMPLY WITH COU � TY & STATE OSSF REGULATIONS.. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION T CON TRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COM DANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNT PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE j FACI I ES .DISPOSAL AREAS .SHALL .NOT ENCROACH THE 1.00 FOOT .OR THE 150 FOOT .SANITARY ZON .OF A P IVATE OR PUBLIC WELL, RESPECTIVELY. 13. ELEC� ICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. 14. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDI CES REGARDING BUILDING PLOT'S OVER 50,000 SQUARE FEET IN AREA. 15. THE �OLLOWING BLANKET EASEMENTS APPLY To THIS TRACT; -C OF BRYAN 144/108 WELLBORN WATER SUPPLY CORP. 303/288 -CITY OF BRYAN 548/539 AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS DO APPLY. THESE EASEMENTS ARE BLANKET IN NATURE AND HAVE . NO DEFINED DESCRIPTION. 16. NO HIIAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 17. A Kt�QX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF A KNOX SWR �N FOR GATED ENTRANCE, IF PROVIDED. 18. THE .�ZEQURED PARKING ISLAND SQUARE FOOTAGE IS .CALCULATED BY THE FORMULA; & .OF PARKING SPACES/15)*180. WITH 20 PARKING SPACES THIS SITE REQUIRES 240 SQUARE FEET OF PARKING ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT. 19. THE DRIVEWAY AT 1&GN WILL REQUIRE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRIDGE 20 DEENT. BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE VNIFIE DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSINO"ARD NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MA NER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE. M'�2 + \ /`` ...r c?. c'ti , Vw, Cq N JSP � N / M +� - . W D• V ' IES y� • ' _ -- a / RRIGATA f ' '9 / I �a / METER / �` . / . M Rg._) / _ / iZ` Fi / 2" /� ` a! Ica FIR �``� ,� / g32' --WATER LANE I IN \ METE' SIGN SKETCH OF �`'h ',� .� ti ,yry �"~ - <- -i/ IGH f ST. D RBD z -ray FIRE / VALVE \- `N.T.S. EA wry..."T T z� Mme-- - s LANE ISTING \ OSSFy `4f �� ` / FIRE SIGN FIRE HYD NT SPRAY DRIVEWAY TO BE REMOVED DRIEW G AYS �. NV � � / / FIELDS Z4 ( 15' P.U.E.�N / . " `"•. - \ NOTE: ALL CURBS W IN HEIGHT C M (Vol. EXIST -� / �� �-- \ / UNLESS NOTED OTHERWISE. 9��1'`' \V \\ \ ,y`' mpg, _-.1.2" WATERLINE \ �' 1/4"R --- 24" ipa• \/ ( gas FIR LANE SIG - \ " EXISTING \\ 5\ 50\ \ ® \ I 12" �Q 1" 1/4 R g" �a _ �' 6 WATERLINE \� \� FRONT\ �_`,.. �''- - - 3~ �ETBgay .\ ACK \ ` ` - 1 / `"" J' _____ �_ `''�`'- �� \ __I� �_4" s" F ...•.__�._.�...._ ��....,..�._.W. EXISTING q \ ` �' -� 'FIRE I C EXISTINGC1 _2" 3" 3" 3 • 2" 1 _.D FOR DRIVEWAY DISTURBED �` --I LANE / BUILDING S 2�P U E AREA LIMIT SIGN I \ \ ( �- ' 16,324 SF w ,\ N/F 4„ 3„ aonoc vol. / ✓ / ` EPTING, RICHARD GLENN JR ff�� 100 50 0 100 Pg' > 20 BTU ELECTRICAL LOT 11 9� \ \ \ EASEMENT 9424/206 EXIST] SCALE IN FEET & UILDIN / / �SHILOH ct (Rni\/ICiflni 9424/274 20'-P.U:E. /� C?O l // 20_ P.U.E. � �i v FIRE `�-_ 1 l _ voL` •..,. �' LANE •-•._.. �. I \ ` / > 9• `.�' "� � SIGN-_..•'`-.---_'~--��� � (/n g• , LEGEND I - - -284.-- EXISTING CONTOUR nj�F LOT BOUNDARY 9 FIRE HYDRANT 0 -GATE-VALVES W-8 EXISTING I TING WATER LINE 0 EXISTING TREE °� ®mumm® ® ®'®® ®" CITY LIMIT LINE WIFE, KAREN MARIE FULFER DISTURBED AREA LIMIT PROPOSED STORM SEWER PIPE DITCH FLOWLINE REVISION m � EXISTING / DETENTION FIRE \ POND SIGN ``\\\\ SDE _ \\\ SETBACK / ,/ , f " ;..� .: A � % 20' P.U.E. \ /�� ` EL 10 "DRIVEWAY TO BE \ FI (vol./C %% REMOVED \ LAN pq ) \\\ �.}� CL" :PCA l SIG 0 FEB U 6 X012 \..ivv ® _ • = # BARS 0 = 3/4 X 18" SMl v N EXP NSION DO LLC6r !AI i N TYPICAL CURB DETAI DEVI OPMENT SERVICES PLAT FILED: ��� N.T.S. -- -. - - - --- NOT TO SCALE UNE TDI -BROOKS STEEL RE114FORCING BARS * [INTERNATIONAL CENTER - CONCRETE PAVEMENT ° ° -• ^ • .. Y� 4.. 7,.:ma c-•;•:-:.�� := .:�,;.: _ ,: -� BLOCK 1, LOT 17 51.719 ACRES EXISTING �� J � r nj�F REQUIRED 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) SERVICE �� -� �` / CHARLES MICHAEL F U.LFER AND 0 �2, * X=6" OR 7" AS SHOWN ON THE PLAN (SHEET C2) --� WIFE, KAREN MARIE FULFER s PAVEMENT -'USE #3 �REBAR 0 12 O.C.E:W. j CALLED 5.00 ACRE TRACT 0 AL3 f OR USE #4 REBAR ®1s" O.C.E.W DRIVEWAY / ✓ 10057194 ❑ -;-4'* 7" PAVEMENT - USE " To BE � -�'` � UNPLATTED ^, � r TYPICAL CONCRETE PAVING SECTI OIC :REMOVED � ... �'� ZONEDA-0 A-0 ,tl:.���.n .�.. .... _........_..::x...� _ - NTS � V . SCHULTZ ENGINEERING LLC THE SEAL APPEARING ON THIS THE WAS AUTHORIZED BY TBPE NO. 1232'7 JOSEPH P. SCHULTZ, P.E., LICENSE 2'730 Longmire, Suite A NO. 65889 ON JANUARY 20, 2012. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 919.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS F RCP' JPS 11-189 JANUARY 2012 SIrpE. PIAN SHEET > OF 2 ANDREW M cMAHAN SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=100' DECEMBER 2011 OWNER: ENGINEER: GE03, Inc. SCHULTZ ENGINEERING, LLC. 14379 South Dowling Road TRPE Firm Reg. No. 12327 College Station, TX 17845 2730 Longmire Drive, Suite A (979)693-3446. College Station, Texas 77845 SURVEYOR: P. o• Box 11995 College Station, Texas 77842 Brad Kerr, R.P.L.S, No, 4502 979.764.3900 :Kerr Surveying, .LLC 505 Church Avenue ( SCALE VERTICAL IT/a HORIZONTAL 979) 690-7250 SHEET PLOTTING SCALE: j ;1 PILE NAME: 11-189 IM EXISTING POND W.S.- 322.35 ;"40 a�wNgx°n,n�„P..,°aPaon.. Ilk — — jtrr JW aj --- G PRO'(5O�E-B -OFFICE BUILDING FF=330.75 ------_ 9,583 SF — —A — V"ANR .R PRDPoSm <DRIDVRS --1 n DRIV RAN —�... NA. iLO E IGI PILE—. DFS6 sPoEI ODNORlE VA. `RIAARA -- SCHULTZ ENGINEERING LLC ENGINEERING TMAAWAM�'"" .A.A WCVMfM WAS .WNWMZED T➢M NO. I..2 .ZOOM P. SCNDLTZ. P.E.. 14NSE A NO. 6ARRO ON 3W VMY 20. 201 R. 2580 Longrni—. 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GRADING PLAN "°�1 /j --�~•°"NA. '"�° '(I(�J /dlI°. X OFFICE B UILDING ^ .L 12 P.A.. 1.1 VFS mu I Ia2i SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS DIE NAxF. n-1.9 �jl� ux lrz DxDwEERwc, ug � r C o6iwrax I I I �11 A j\ pnal SEE I 1 „aa4 ,.m ..m.VU . e..N/,re N, a ,,,, Y ule ®®E ..—..I _.•-%...,,\ HAY BALE CHECK DAMS I1j11/lll01 pji wxB ///ti,I�1 \ ,°BI®®I®® ��:\®® I-\ l 0 ® I/ 1\ nlrIrlr l MPgM SILT Lee II MAY SALE /% ` \ r r w b el >+7 r / BASK VT 1 A.RBSKArow4,EquNE I PW15ROMM AND fCft P'tlfdT' \ l�WI51RIM110NSAT�E — \ \ \ \ \ � EXISTING DETENTION POND LEGEND Al .T.. LINE ACCESSIBLE flW1E M1ONVNE -. BUNCEE fl➢W OIPECNON \ \ /� \ \ \ \ / / / �5F�SF� CONSiflUL110N EN ® \ f 1 \ / BO SCALE N FEET SU E°TIT BE R�OV£0 ATTER CPYs1RUcT. �y / e£ ME PRO.ECi SCHULT7 ENGINEERING LLC p�NMw�"AI=�'� TBPE Me. 123V Jo0. P. 6BIT P.E. OCtNSE z730 longmo-e• Suite n xV. 6566e ox YNUW! zV, zV1z. canegc SAIm., TY... 71040 RELEASED FOR CONSTRUCTIOa BY0.904 3900 6VRVEYFD OE4'ONEB pWµN pPpgOVEO .pBNO. 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