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NOR 0 30 60 90 SCALE: 1"=30' 1 204 _LE PROPERTIES (LTI PARKWAY EAST CS, ID: 17444 ZONING: A -P LOT 4 1 CK B ASH 51 I= 0.7281,A611 JOLOMAX I 1 r PARKWAY( ID: 11441 ZONING.X 26 0' A• vet. 112. PG. 4 &/ I/ CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. #4 BAR, CONTINUOUS Qu— sn SEE GRADING PLAN FOR �a`iy w SLOPE �4, + .�. e 7 - INTEGRAL INTEGRAL SPILL CURB NTS PARKING TABULATION BUILDING DATA -SUMMARY NOTE: CONCRETE SHALL HAVE A PARKING REQUIREMENT: 0.33 SPACES/SEAT EMS NG USE: Church SITE PLAN NOTES: MINIMUM 28 -DAY COMPRESSIVE 707 SEATS- -� - --- 234:- _. - PROPOSED USE: Brazos Fellowship Addition = STRENGTH OF 4,000 psi NO. OF STORIES: 2 1) REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING w LOCATED ON SUBJECT SITE: 191 SPACES (184 STD, 7 ADA) t #4 BARS @ 18" OCE1N PROPOSED TOTAL SF HEIGHT (F7)1 TYPE DIMENSIONS. PARKING PROVIDED BY JOINT PARKING AGREEMENTSBUILDING: 29,569 371-6" 1116 2) REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE. BUILDING SPRINKLER YES 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOT 8D & 8E, BLOCK D, -- FIRM MAP NO: 48041CO144C CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND ASHFORD SQUARE 12 SPACES (11 STD., 1 ADA} (Not located in 100—year floodlain or floodway) SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE LOT 8C, BLOCK D. ASHFORD CONTRACTOR SHALL USE ALL MEANS NECESSARY TO ` AN" \"/. \,/.,\ /. \�/.�\/ 11 SPACES (10 STD., 1 ADA) - SQUARE STABILIZE SUBGRADE PER LOT 813, BLOCKD, ASHFORD 7 BRACES (6 STD., 1 ADA) GEOTECHNICAL ENGINEER'S SQUARE RECOMMENDATIONS LOT 3B, BLOCK A, ASHFORD SQUARE g SPACES (7 STD,, Z ADA) CONCRETE PAVEMENT LOT 4, BLOCK B, ASHFORD 24 SPACES NTS SQUARE � I 0 GPM l LLi Mt I 90 GPM (Peak Row =Avg. Daily Flow* 4) Cl) I~ 22.5 GPM Max -Sewer Load 86,400 GPD (Based on 16 hour day usage) C 1,875 GPM (Based on Fire Code Tables B105.1 & C105.1) co s W ILL W - Lo WZ BM %2 INCH IRON IRON ROD -��IX a���Nch ;al _ I a Vo�W ••Z 1 a co I cv 0 CONNECT TO EXISTING WATER SE VICE, AND 1 ¢ p u EXTEND STANDARD CITY OF COLLE E STATION - N l co44- WATER SERVICE, AS SHOWN. REIMOVE AND -SALVAGE EXISTINGWA ER METER. __. E-�� N�__: _. FIELD VERT LOCATION AND LEVATION. f I i ®-------- S S --1- SS SS SS SS :, 01 l QUARE r f CS, TX 77840 825.E PG. 543 `. \ ( AN UTILITY DEMANDS Minimum Water 0 GPM Maximum Water 90 GPM (Peak Row =Avg. Daily Flow* 4) Average Water 22.5 GPM Max -Sewer Load 86,400 GPD (Based on 16 hour day usage) Fire Flow Requirement 1,875 GPM (Based on Fire Code Tables B105.1 & C105.1) PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 4) SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION / CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND 1 OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 5) EXISTING WATER AND SEWER LINES SHOWN ARE BASED ON SURVEYED INFORMATION AND CITY OF COLLEGE STATION NUMBER OF PARKING UTILITY MAPS. CONTRACTOR TO FIELD VERIFY TIE-IN SPACES APPROVEDt 254 SPACES (242 STD., 12 ADA) LOCATIONS AND FLOWLINES OF EXISTING LINES. PROVIDED: 6) ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR l I Lu q 11K tiLU(;K U, ASHI-ORD SQUARE I I RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, 0.218 ACRES MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH I I I P RK MANCE MICHAEL & CAROLS I SCREENING SHALL BE COORDINATED WITH THE BUILDING l c ' 2545 kSHFORD WEST DRIVE CS, TX 77840 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED X Cl) co W it � � ID: 102326 APPEARANCE. Q ti I ZONING: R-2 O <n o _j W7) ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA rp W a Ix ri C-900 OR C-•909 STANDARDS. 0 a °� 0 o 8) ALL SANITARY SEWER LINES TO BE SDR -26 PVC. o vv ® vv p ad W 0 ad W 0 I - - I 9) SANITARY SEWER LINES SHALL BE CONSTRUCTED IN _ X W¢ � a I U. CO w V_ o 12 w r O o I - I ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION Q Q v i- o z l ¢ U U H o .O I d¢= 0 N C1 , AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009 d, - to _ ¢ - rn z as v to o z Q INTERNATIONAL PLUMBING CODE. ummul •-Z � -i ul O V N ui W a t3 c w o z , 10) METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS U ci N Y o U's w � - O L01 11R BLOCK D, ASHFORD SQUARE TO BE LOCATED WITHIN THE P v E Li t3 .. d Q 0 o ¢ p o Z 0.2232 ACRES 11) FIRE SUPPRESSION LINE VALVES SHALL HAVEA LOCKABLE O O ..i 4 _._ - -- _ p `R _ _ - MANCE MICHAEL _u., _._ _ __. � �,•, ____ __ . Im _ __ I .. ,__ _ &CAROLS I LID TO BE fiMP OF�USA LL562 LOCKING tID::ALTERNATE -W "- 2549 kSHFORD WEST DRIVE CS, TX 77840 LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION I E' Q ( H ¢ 4 } ID: 102653 I UTILITIES DIRECTOR. O °" `� l _J °- N l O Q �r I ZONING: R-2 12) ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. '' EX/ST/IVG -CM�n -� , 13). ALL SIGNAGE SHALL BE PERMITTED SEPARATELY. - ` N J S 452246" E 152.87' PLAT CALL 14) EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE 2 46 E 79 .1,6 P ALL SST � S� SS ss- SS . L SS S 4521'55" E 152.75' MEASVRED STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ?2 42 E .�7� 31 MEAS E 6" .5'AAMARY .E ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT EX.6 VA,& LIME$ �'->Q �� t � BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL _ - — W — W W — W W — t, —!`- ^ I DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE - t 1' /o ( 1 N I MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE I SF 186 l t } I OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. SPA =8 .1° i ❑ J' l t ( 15) FIRE LANE STRIPING AND SIGNAGE TO COMPLY WITH CITY OF • - \ ►'� COLLEGE STATION REQUIREMENTS. FIRE LANE SHALL BE ::•:; :>: •r:: r.: �y ` �` , . __ N PAINTED RED WITH 4" WHITE LETTERING STATING "FIRE LANE ry a� '�+ - NO PARKING -TOW AWAY ZONE" AND THE WORDING MAY INS TALL 2 -1 STANDARD WATER METER ��., .., 'l Cti ..._.-. .._- .. �_.:.: ....__.: _ .._..__._ _. +\_r:.- _.__. ASSEMBLIES FOR IRRIGATION SERVICE :.)}, ❑ ' 4 6 SPA=53.8' - '_._ _ c,� nt NOT BE SPACED MORE THAN 15 APART. AND DOMESTIC WATER SERVIGE, rr t , 20. 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V fJ : r.. r LOT 1 BLOCK B ASHFORD SQUARE .r4f:+.•::::}:�{. r ...r..�. "'. .::.: r�....�.: .•.f. . :....:... r :. r:::.. }... .:. . D.7327 ACRES � �..r:.:>:•>�»s,Y:�f:::..:,,,.�., r.'r: - \ } ,.:o-:•J.•Jr...>:.rL•J.ai•�;a:.n:,.,:d::..:>`. r MILLS FINANCIAL `� 1Q OSED ADDITIQ 202 SOUTHWEST PARKWAY EAST CS, TX 77840 ) 2,534-&F. Ij ID: 17438 FR. 284.051 ZONING: C-1 �� ,�� 28/ N SS S N SBM I LOTS 1 & 2 BLOCK A, ASHFORD S UARE p 1.5418 ACRES WELLS FARGO 220 SOUTHWEST PARKWAY EAST CS, TX 77840 a ID: 17435 ZONING: C-1 l i l r..i:. —i• a 4 Y . ...:.,..r . r• ..: r.. ,... �:.,r r:.� -, _ -_ ___ , s _, --_ ; _ - .,-- - - -- - �••�-- ra . - 90 PG. 69 ►\ �..�t� I --a> 'r •l•:••.•rr •G+?•:r•• +ir:Yi':..•},}. r,J, ..•r.�r: — _.� �-. 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' EXISTING UNDERGROUND ELECTRIC I 26.0' N O I Z40,5 U1111 -11W11:511 ARKWAY CS, TX 77840 ID 111120 LANE G �, EXISTING GAS LINE FIRE _ J ! 83 1 < 1 PA=i27. �, ZO ING: C-1 EXISTING UNDERGROUND C1 SF SF p [ AE AC L/!E I i '" �-r TELEPHONE �i _._._._.-.. • _ - __ EMAIL N %J_ -- -- - EXISTING SANITARY SEWER MANHOLE >/ SS ,,� SS3 ! SS SS 7— SS SS SS ' `"mss 4` EXISTING FIRE HYDRANT �i. mwr�` .. a.r .- .a...�e .r �� a.r r .� s-srlG_ ; _:_..�_..... i FH d'� +� `��6' LOT 8C BLOCK , ORD SQUARE -2> M 4522 46 W .9.16 _._..__....:._.. & PROPOSED HANDICAP PARKING .9 -- 0.1 8 ACRES , jW KA C LLC. ; I " 244 SOUTHWES1 PARKWAY CS, TX 77840 PROPOSED WATER VALVE _ 1 :111119 w N .0 z ( 11 I► l { ci CF PROPOSED WATER METER z z ' ZONING: C-1 O 4 CY .._ - Q co Ci - 02 W } I PROPOSED SS DOUBLE CLEANOUT d� — G7 UCS) df�) LL CL 6 < ! _ h o v7 0 �- O v, �- U • • LOT 8B BLOCK , ASHFORD SQUARE Foc EXISTING FIRE DEPT. CONNECTION -- - -- I =�' ar--0 _�� `�°o ( Qt<W-¢? -.._ _ 0.2 77ACRES - O O I (jilt � O i I t Q hw a. -- I STUCKEY JAM s T& PHYLLIS LYNN RETAINING WALL w Q, T. I N -� �0<. `, t Z i tY.s �`y, N 1 -242 SOUTHWES iPARKWAY CS, TX 77840 -y' ^ u� --M1 Q O j 0 ti;. y ID: LIMITS OF CONSTRUCTION -- N v ,cn ! N m _ ZONING C M OF .— ■ Z. ....... .... Engineering *� N o,, • <, ��� �w 2501 Ashford drive, Suite 102 _ T w 11 L-11 LULUE-11-1-L! 1 BF INA -- ; __f 1c; T �r DARTMOUTH r _.A j m L -EA I -N— a� '�+ - NO PARKING -TOW AWAY ZONE" AND THE WORDING MAY INS TALL 2 -1 STANDARD WATER METER ��., .., 'l Cti ..._.-. .._- .. �_.:.: ....__.: _ .._..__._ _. +\_r:.- _.__. ASSEMBLIES FOR IRRIGATION SERVICE :.)}, ❑ ' 4 6 SPA=53.8' - '_._ _ c,� nt NOT BE SPACED MORE THAN 15 APART. AND DOMESTIC WATER SERVIGE, rr t , 20. 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' EXISTING UNDERGROUND ELECTRIC I 26.0' N O I Z40,5 U1111 -11W11:511 ARKWAY CS, TX 77840 ID 111120 LANE G �, EXISTING GAS LINE FIRE _ J ! 83 1 < 1 PA=i27. �, ZO ING: C-1 EXISTING UNDERGROUND C1 SF SF p [ AE AC L/!E I i '" �-r TELEPHONE �i _._._._.-.. • _ - __ EMAIL N %J_ -- -- - EXISTING SANITARY SEWER MANHOLE >/ SS ,,� SS3 ! SS SS 7— SS SS SS ' `"mss 4` EXISTING FIRE HYDRANT �i. mwr�` .. a.r .- .a...�e .r �� a.r r .� s-srlG_ ; _:_..�_..... i FH d'� +� `��6' LOT 8C BLOCK , ORD SQUARE -2> M 4522 46 W .9.16 _._..__....:._.. & PROPOSED HANDICAP PARKING .9 -- 0.1 8 ACRES , jW KA C LLC. ; I " 244 SOUTHWES1 PARKWAY CS, TX 77840 PROPOSED WATER VALVE _ 1 :111119 w N .0 z ( 11 I► l { ci CF PROPOSED WATER METER z z ' ZONING: C-1 O 4 CY .._ - Q co Ci - 02 W } I PROPOSED SS DOUBLE CLEANOUT d� — G7 UCS) df�) LL CL 6 < ! _ h o v7 0 �- O v, �- U • • LOT 8B BLOCK , ASHFORD SQUARE Foc EXISTING FIRE DEPT. CONNECTION -- - -- I =�' ar--0 _�� `�°o ( Qt<W-¢? -.._ _ 0.2 77ACRES - O O I (jilt � O i I t Q hw a. -- I STUCKEY JAM s T& PHYLLIS LYNN RETAINING WALL w Q, T. I N -� �0<. `, t Z i tY.s �`y, N 1 -242 SOUTHWES iPARKWAY CS, TX 77840 -y' ^ u� --M1 Q O j 0 ti;. y ID: LIMITS OF CONSTRUCTION -- N v ,cn ! N m _ ZONING C M OF .— ■ Z. ....... .... Engineering *� N o,, • <, ��� �w 2501 Ashford drive, Suite 102 AL College Station, Texas 77840 P.O. BOX 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) ty 9,2012 www.gessnerengineering.com Firm Registration Number: F-7451 Vi m r- PROJECT DICZIM MARK: JANUAI MO co 0 BM %2 INCH IRON IRON ROD _ I a to u, 1 a co I cv - WITH CAP ELEV. 282.4 _! (� o J N l co44- _ m N I C AL College Station, Texas 77840 P.O. BOX 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) ty 9,2012 www.gessnerengineering.com Firm Registration Number: F-7451 Vi A 0141 -1 VIA IWO =804 " am r�w LE �54 tF R � � o'al Y• 9 .... ..... .... 674— So as N m: — ft 1&212T�*—" V11-11 16, -ft- vo K=801)(COMMON i 0401w ovAmue a —mome W. Spowmm1;k�w -=V . . ....... ... . ... S OWQX @ aw. uw- 7u, Affi§MSMOWE R1 =611ft, WTI Ld—i`E-'A- 83MACM Wit.9 r-OWWK .. ......................... S OWQX @ aw. uw- 7u, Affi§MSMOWE R1 =611ft, ................. ..... VA, W' 000 go &IMFRUMST m%=W t- W -v I Rrr o 04w- &IONINk 14AUILF. F.F.E. a 2811 PrI(POSIN)ADDITION 2JM&F. I F.F.E. m 2114 PROTECTION BARRIER am PLANTSCHEDULE lies its is6 1 . . ..........._...«........»« . ..... .. ....... ..... .... ................ . . I.. . .............. . GRAPHIC SCALE 30:: 0 15 30 60 Uff 1'MW=D,A6W-M8QUM IN FEET 34 11 NOTES: I inch 30 ft. amrft 1. PLACE TOPSOIL- USE EASILY CULTIVATED, FERTILE TOPSOIL THAT IS FREE FROM AsummwaffoRmet7" OBJECTIONABLE MMERIALAND IS ABLE 70 SUPPORT PLANT GROWTH. REMOVE EXISTING VEGETA71ONAND PLACE TOPSOIL TO TOP OF CURL TILL WITH 701344 OF EXISTING SOIL, EXEPIT WITHING DRIPLINE OF EXISTING TRIBES. CROWN SLIGHTLY IN CENTER IF NEEDED. NO MOR r GRADE CHANGE UNDER DRIPUNE OF ANY ewmwTREE. PERFORM DIFITWORK 4. BEFORE INSTALLATION OFNEW PLANTS. L ---------- 2. BLOCKSOD-PLAMSLOCKSOD (WMMON SEFIMUDA) IN AREASWHERE GRADE HAS BE R44 . ............ ..... .............. LEVELEDWITH TOPSOIL AND EXISTING BARE AREAL CUT SOD IN FLUSH WITH ENTING OF AM ANDIORTOP OF CURIL PLACE NEWSOD ONLYON BARE SOIL DO N0TPLACEON7OP OF EK07MVEGETAYM . .. ............................ r 1OPDRESS ALL NEW WITH VW DEPTH OF SHREDDED HARDWOOD MULCH 70 A R T W wL um mmmA -w (7- OF1'4rFROMTRUNKOFTREL REMOVE EXISTINOVEGErATION BEFORE MULCH IS PLACEI N-1 ut4. 10096 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE ROCK I ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAT GE AREA THE PARKING LOT SETBACK, RIGHT"F-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER,A S, OA ................ REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, ORA DOUBLE-CHECK BACK FLOW DEVICE, ............ (TIM AND INSTALLED AS PER CITY ORDINANCE 2394. L 6. ALL BACK FLOW DEVICES BE INSTALLED AND TESTED UPON INSTAUA71ON AS PER ITY CENTER INP�%�MY L WILL ORDINANCE 2394. CIINTERIN m w JAN 1120 am ---------- ............................ .......................... .................. ........................ .... . ....... . .. XOOTPRUNE TWIGGY GROWTH p • FROM COWER TRUNKS. DO NOT Ir PROTECTION ... . .......... PRUNE CROWN GROWTH FORSHAPE 04 10 . . . .......... PLACE TOPOOL-VAF40US .. .. ..... RAW WHEDI N sx SPOTS.MNOM ..... .......... .... 1 4 SOD(COMMON .. d§ .................. ........ k : I I DO NOT PLACE MULCH MEDIAN 1. MEDIAN 91301 SEENOTEB K ............ . AGAINST THE TRUNK 1 TOP OF ROOTBALL EVEN W TH FINISHED GRADE OF BED. ......................... E. a TTREEPLUMBIN IT AID FIRMLY PACK LOWER ......... . ...... . ..... .......... ............... W LF OROOTBALL 3'-4* SHREDDED HARDWOOD MULCH TOPDR988ING BACKFILL WITH THE SAME MATERIAL . .............«. ....... . . ........... ..... THAT WAS REMOVED FROM THE PIT BARRMSM PLANTOCNEDULE 71M Mffr#AMSETROOTBAU ON TREE P1011931 UNDISTURBED SOIL BARRIMSM I WHEN POSSIBLE ............. . DIG PLANT P . . ........... PLANTOCHEDULE r WIDTH OF ROOT SCARIFYAND LO( SEEN SOIL ON SIDES OF PIT A PLANTING DETAILf��l► NON -CANOPY/ ORNAMENTAL TREE NTS rrw'13....... ..... .. -ij it t i owmm IN mom PREPARED BARIM SEE .............. ..... NTREEWELL(mp� .....».«_........._ 0 ON DETAIL gxn�'z LOCATE 7W AS CI ON E= Ott A%V= $Wjw A TOCENTERCIFOLANDAS CHS ULE J NAME TYPE Poem" PLA w a 0 m _.... L" i M_« o :::;;;i i ii alilim SYMB am QW. POIWVALUE TOTAL POINTS .............. TRW pmidi0 BARREREi 2' LAYER SHREDDED HARDWOOD 22rCALIPEROR OAK MULCH TOPDRESSING 0 loo 1350 (45GALLONCONVAUNNERR) amaisAwhm TOP OF PLANTING MIX LOCATE rum 24BELOWTOPOF 4 CROWN V ABOVE MAXIMUM POSSIBLE RON TOP OF CONC. TERRACE) CONC.TERRACE SPACE. PLANTPITHOCLOSER CEN"ERINFIARKINGSAY THAN v CURDS law PREPARED PLANTING low o MIX SEE NOTE CONC. TERRACE 10CALIPERORGREATER 1ACEMWELM awm um I&IONEM au EXISTING SUBGRADE m(BYOTHER) 8 75 as (30 GALLON COWAN" Ubm wowAwFmftvAyCA1THIS DETAIL xww pwak ftfills mom ..... . . ..... H IcmMORGREATEF CON t - ----- Lj (Nmis GALLONCONTAHM 45 40 Iwo Ei tul . . ....... kin ................. NOTE: M 400 2" .. ... . ....... ................. ............ .......««...... ... . ....... . ... ................ 99 1 PLANTING MDC CU WITH BARRICADE I JI 50%TOPSOIL it 26% SAND .N, ON 80 OR GREATER EXISTING CowwwrYTREE No 3W N 4mW1w m. 25% COMPOSTIMULCH BLEND THOROUGHLY BEFORE PLACING WITH BARR1CADE TREE WELL Now- �'Tm ij NTS & �PLACEMWANDMIX Wr-4 txlsiN4G ITH BARRICADE VARIES ............................. ..............._............a............................. U ........................... wrm LvwxAm Bm 4"OROWATEREXISTING TREE ............................ . . ............................ ............................. .......................... PLAN VIEW is 40-140 EXISTING TREE Is 40 640 .......................... WATERSASIN i. VV GT4Ar ......................... ............................. TREE PIT SET PLUMB AND IN CENTER WITHOUT BARRICADE 10m OFPIT' SUPPORT POSTS, GREA7ERE)USTING NDN iREE 4 36 140 WITHOUTBARRICADE ES DOUBLE STRAND 12 GAUGE roR ........... .................. ............................. ...................... ............ ................ f GALV. WIRE WITH GARDEN HOSE BETWEEN TRUNKAND BLOCKSOD COMMON BERMUDA APPROX. WIRES, OR APPROVED EQUAL �CyWondac*n 1100SF .... . ........................ ............... 1318' METAL T POSTS STAKED BEYOND APPROX. PLACE TOPSOIL T' DPSOIL ii ROOT BALL 32 CY . ............................ ............................. DO NOT COVER TOP OF ROOTBAM WITH SOIL USE MULCH OR COMPOST ONLY MAINTAIN A MIN. W BARRICADES FOR IN IPBE., WTTH4r HIGH ORANGE CONSTRICTION ..................... 11 ....................... CLEARANCE OF MULCH it NET7INGANOSECURED LT-Poffm CADE TO BE PLACED ALONG BACK OF CURB AND it FROM TRUNK OF TREE it SET SHOULDER OF ROOT BALL APPROX. V OUTSIDE THE UNE TREE TO BE SARRICAOM UNLESS SHMM it DATE: it MAN. MUST PLACE PRI01FITOANY DEVRAMMIWAMMAS ............ ................ 1- (MIK)ABOVE FINISHED GRADE OFFERENTLYONPLAN, 37 OF PREPARED OR EXISTING SOIL 3'4" SHREDDED HARDWOOD WELL AS THWOMOGHOMUT CONSTRUCTION ROCESS. BARRIG01ESMAYSErAIPORARICY Si -"2 12" MULCH TOPDRESSING REMOVED IN ORDEMR70 WORK NE W1THINSOUHI)ARY0RRIGA7WSODD1N%UM� ............................. WORK OR AT THE END OF EACH DAY. BUT MUST BE REPLL�ACMED THE OF PLANTING BED MD( OR JOB NO: In lNATIVE SOIL POINTS MR PROJECT AREA: 3- 149,754 SF OF SITE AREA 149,750000 a 149.75 149.78X30x4493 POINTS DRAWNBY: MAT WATERING BASIN TOTAL POINTS REQUIRED: 4403 TOTAL POINTS PFK*KXW. 10X5 DIG PLANT' PIT 2)( 12! MIN. WIDTH WIDTH OF ROOTBALL ALL PLANTS TO BE CONTAINER GRO 94 IN NURSERY Ul 1,LESS STATED OTHERINISE. BEYOND EDGE OF SCARIFY AND LOOSEN ROOT BALL 10* in SOIL ON SIDES OF Pff MAX HEIGHT . ...... SHEIRT I DRIVE POST MIN. OFIrINTO SCHEDULE PF MATERIALS MID FINISHES UNDISTURBED SOIL SET ROOTBALL ON UNDISTURBED SOIL WHEN POSSIBLE. IF NEEDED, COMPACT SOIL MIX TO LEVEL TREE AND TO DESCRIPTION LION FlNTeH EXAMPLE OR 130JAL UWA01 ESTABLISH PROPER ROOT BALL ELEVATION TOPSOL SEENOTES AUAMERIGAN STOW ATURP CO11=STA7i %7XpM838*43 PLANTING DETAIL MiIACXHTOPDREeSING SHREDDEDCANOPY TREE NTS �wooD 01"VEVVEr WONEATURF ALIAMERICAN amBLINNINTOPSOL ALLAMERIMSTMATURI! PUWFINGMIX 424mmuUmPOST11MULCH MDC nc5 WTI 83MACM Wit.9 r-OWWK vo =14 W&Aal ................. ..... VA, W' 000 go &IMFRUMST m%=W t- W -v I Rrr o 04w- &IONINk 14AUILF. F.F.E. a 2811 PrI(POSIN)ADDITION 2JM&F. I F.F.E. m 2114 PROTECTION BARRIER am PLANTSCHEDULE lies its is6 1 . . ..........._...«........»« . ..... .. ....... ..... .... ................ . . I.. . .............. . GRAPHIC SCALE 30:: 0 15 30 60 Uff 1'MW=D,A6W-M8QUM IN FEET 34 11 NOTES: I inch 30 ft. amrft 1. PLACE TOPSOIL- USE EASILY CULTIVATED, FERTILE TOPSOIL THAT IS FREE FROM AsummwaffoRmet7" OBJECTIONABLE MMERIALAND IS ABLE 70 SUPPORT PLANT GROWTH. REMOVE EXISTING VEGETA71ONAND PLACE TOPSOIL TO TOP OF CURL TILL WITH 701344 OF EXISTING SOIL, EXEPIT WITHING DRIPLINE OF EXISTING TRIBES. CROWN SLIGHTLY IN CENTER IF NEEDED. NO MOR r GRADE CHANGE UNDER DRIPUNE OF ANY ewmwTREE. PERFORM DIFITWORK 4. BEFORE INSTALLATION OFNEW PLANTS. L ---------- 2. BLOCKSOD-PLAMSLOCKSOD (WMMON SEFIMUDA) IN AREASWHERE GRADE HAS BE R44 . ............ ..... .............. LEVELEDWITH TOPSOIL AND EXISTING BARE AREAL CUT SOD IN FLUSH WITH ENTING OF AM ANDIORTOP OF CURIL PLACE NEWSOD ONLYON BARE SOIL DO N0TPLACEON7OP OF EK07MVEGETAYM . .. ............................ r 1OPDRESS ALL NEW WITH VW DEPTH OF SHREDDED HARDWOOD MULCH 70 A R T W wL um mmmA -w (7- OF1'4rFROMTRUNKOFTREL REMOVE EXISTINOVEGErATION BEFORE MULCH IS PLACEI N-1 ut4. 10096 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE ROCK I ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAT GE AREA THE PARKING LOT SETBACK, RIGHT"F-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER,A S, OA ................ REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, ORA DOUBLE-CHECK BACK FLOW DEVICE, ............ (TIM AND INSTALLED AS PER CITY ORDINANCE 2394. L 6. ALL BACK FLOW DEVICES BE INSTALLED AND TESTED UPON INSTAUA71ON AS PER ITY CENTER INP�%�MY L WILL ORDINANCE 2394. CIINTERIN m w JAN 1120 am ---------- ............................ .......................... .................. ........................ .... . ....... . .. XOOTPRUNE TWIGGY GROWTH p • FROM COWER TRUNKS. DO NOT Ir PROTECTION ... . .......... PRUNE CROWN GROWTH FORSHAPE 04 10 . . . .......... PLACE TOPOOL-VAF40US .. .. ..... RAW WHEDI N sx SPOTS.MNOM ..... .......... .... 1 4 SOD(COMMON .. d§ .................. ........ k : I I DO NOT PLACE MULCH MEDIAN 1. MEDIAN 91301 SEENOTEB K ............ . AGAINST THE TRUNK 1 TOP OF ROOTBALL EVEN W TH FINISHED GRADE OF BED. ......................... E. a TTREEPLUMBIN IT AID FIRMLY PACK LOWER ......... . ...... . ..... .......... ............... W LF OROOTBALL 3'-4* SHREDDED HARDWOOD MULCH TOPDR988ING BACKFILL WITH THE SAME MATERIAL . .............«. ....... . . ........... ..... THAT WAS REMOVED FROM THE PIT BARRMSM PLANTOCNEDULE 71M Mffr#AMSETROOTBAU ON TREE P1011931 UNDISTURBED SOIL BARRIMSM I WHEN POSSIBLE ............. . DIG PLANT P . . ........... PLANTOCHEDULE r WIDTH OF ROOT SCARIFYAND LO( SEEN SOIL ON SIDES OF PIT A PLANTING DETAILf��l► NON -CANOPY/ ORNAMENTAL TREE NTS rrw'13....... ..... .. -ij it t i owmm IN mom PREPARED BARIM SEE .............. ..... NTREEWELL(mp� .....».«_........._ 0 ON DETAIL gxn�'z LOCATE 7W AS CI ON E= Ott A%V= $Wjw A TOCENTERCIFOLANDAS CHS ULE J NAME TYPE Poem" PLA w a 0 m _.... L" i M_« o :::;;;i i ii alilim SYMB am QW. POIWVALUE TOTAL POINTS .............. TRW pmidi0 BARREREi 2' LAYER SHREDDED HARDWOOD 22rCALIPEROR OAK MULCH TOPDRESSING 0 loo 1350 (45GALLONCONVAUNNERR) amaisAwhm TOP OF PLANTING MIX LOCATE rum 24BELOWTOPOF 4 CROWN V ABOVE MAXIMUM POSSIBLE RON TOP OF CONC. TERRACE) CONC.TERRACE SPACE. PLANTPITHOCLOSER CEN"ERINFIARKINGSAY THAN v CURDS law PREPARED PLANTING low o MIX SEE NOTE CONC. TERRACE 10CALIPERORGREATER 1ACEMWELM awm um I&IONEM au EXISTING SUBGRADE m(BYOTHER) 8 75 as (30 GALLON COWAN" Ubm wowAwFmftvAyCA1THIS DETAIL xww pwak ftfills mom ..... . . ..... H IcmMORGREATEF CON t - ----- Lj (Nmis GALLONCONTAHM 45 40 Iwo Ei tul . . ....... kin ................. NOTE: M 400 2" .. ... . ....... ................. ............ .......««...... ... . ....... . ... ................ 99 1 PLANTING MDC CU WITH BARRICADE I JI 50%TOPSOIL it 26% SAND .N, ON 80 OR GREATER EXISTING CowwwrYTREE No 3W N 4mW1w m. 25% COMPOSTIMULCH BLEND THOROUGHLY BEFORE PLACING WITH BARR1CADE TREE WELL Now- �'Tm ij NTS & �PLACEMWANDMIX Wr-4 txlsiN4G ITH BARRICADE VARIES ............................. ..............._............a............................. U ........................... wrm LvwxAm Bm 4"OROWATEREXISTING TREE ............................ . . ............................ ............................. .......................... PLAN VIEW is 40-140 EXISTING TREE Is 40 640 .......................... WATERSASIN i. VV GT4Ar ......................... ............................. TREE PIT SET PLUMB AND IN CENTER WITHOUT BARRICADE 10m OFPIT' SUPPORT POSTS, GREA7ERE)USTING NDN iREE 4 36 140 WITHOUTBARRICADE ES DOUBLE STRAND 12 GAUGE roR ........... .................. ............................. ...................... ............ ................ f GALV. WIRE WITH GARDEN HOSE BETWEEN TRUNKAND BLOCKSOD COMMON BERMUDA APPROX. WIRES, OR APPROVED EQUAL �CyWondac*n 1100SF .... . ........................ ............... 1318' METAL T POSTS STAKED BEYOND APPROX. PLACE TOPSOIL T' DPSOIL ii ROOT BALL 32 CY . ............................ ............................. DO NOT COVER TOP OF ROOTBAM WITH SOIL USE MULCH OR COMPOST ONLY MAINTAIN A MIN. W BARRICADES FOR IN IPBE., WTTH4r HIGH ORANGE CONSTRICTION ..................... 11 ....................... CLEARANCE OF MULCH it NET7INGANOSECURED LT-Poffm CADE TO BE PLACED ALONG BACK OF CURB AND it FROM TRUNK OF TREE it SET SHOULDER OF ROOT BALL APPROX. V OUTSIDE THE UNE TREE TO BE SARRICAOM UNLESS SHMM it DATE: it MAN. MUST PLACE PRI01FITOANY DEVRAMMIWAMMAS ............ ................ 1- (MIK)ABOVE FINISHED GRADE OFFERENTLYONPLAN, 37 OF PREPARED OR EXISTING SOIL 3'4" SHREDDED HARDWOOD WELL AS THWOMOGHOMUT CONSTRUCTION ROCESS. BARRIG01ESMAYSErAIPORARICY Si -"2 12" MULCH TOPDRESSING REMOVED IN ORDEMR70 WORK NE W1THINSOUHI)ARY0RRIGA7WSODD1N%UM� ............................. WORK OR AT THE END OF EACH DAY. BUT MUST BE REPLL�ACMED THE OF PLANTING BED MD( OR JOB NO: In lNATIVE SOIL POINTS MR PROJECT AREA: 3- 149,754 SF OF SITE AREA 149,750000 a 149.75 149.78X30x4493 POINTS DRAWNBY: MAT WATERING BASIN TOTAL POINTS REQUIRED: 4403 TOTAL POINTS PFK*KXW. 10X5 DIG PLANT' PIT 2)( 12! MIN. WIDTH WIDTH OF ROOTBALL ALL PLANTS TO BE CONTAINER GRO 94 IN NURSERY Ul 1,LESS STATED OTHERINISE. BEYOND EDGE OF SCARIFY AND LOOSEN ROOT BALL 10* in SOIL ON SIDES OF Pff MAX HEIGHT . ...... SHEIRT I DRIVE POST MIN. OFIrINTO SCHEDULE PF MATERIALS MID FINISHES UNDISTURBED SOIL SET ROOTBALL ON UNDISTURBED SOIL WHEN POSSIBLE. IF NEEDED, COMPACT SOIL MIX TO LEVEL TREE AND TO DESCRIPTION LION FlNTeH EXAMPLE OR 130JAL UWA01 ESTABLISH PROPER ROOT BALL ELEVATION TOPSOL SEENOTES AUAMERIGAN STOW ATURP CO11=STA7i %7XpM838*43 PLANTING DETAIL MiIACXHTOPDREeSING SHREDDEDCANOPY TREE NTS �wooD 01"VEVVEr WONEATURF ALIAMERICAN amBLINNINTOPSOL ALLAMERIMSTMATURI! PUWFINGMIX 424mmuUmPOST11MULCH MDC nc5 CIVIL ENGINEERING PLANS FOR BRAZOS FELLOWSHIP ADDITION 226 SOUTHWEST PARKWAY COLLEGE STATION, TEXAS OWNER: BRAZOS FELLOWSHIP CONTACT: SHAWN PARISH 226 SOUTHWEST PARKWAY EAST COLLEGE STATION, TX 77840 TELEPHONE:(970) 680-8898 EMAIL: SHAWN@BRAZOSFELLOWSHIP.COM LOCATION MAP N HTS [LLJJ, PREPARED BY: Lessner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) va w.gessnerengineadng.com ARCHITECT: BEN BOETTCHER ARCHITECTS, LP CONTACT: BEN BOETTCHER 1702 SOUTH MARKET STREET BRENHAM,TE%AS77833 TELEPHONE: (979) 836-0523 EMAib BEN@BBA-ARCHITECTS.COM INDEX OF DRAWINGS DRAWING NO. DESCRIPTION SP-01 SITE PLAN LANDSCAPE PLAN C-01 DEMOLITION PLAN C-02 DIMENSION CONTROL PLAN C-03 a,b PAVING AND JOINT PLAN C-04 GRADING PLAN C-05 a,b DRAINAGE AREA MAPS C-06 a,b UTILITY PLAN C-07 EROSION CONTROL PLAN C-08 CIVIL DETAILS BRYAN-COLLEGE STATION STANDARD DETAILS 1) PRIORTO CONSTRUCTION, THE CONTRACTOR MUST PROVIDE SUBM17ALS OF PROPOSED CONSTRUCTION MATERIALS FOR APPROVAL BY THE DESIGN ENGINEERA MINIMUM OF 14 DAYS PRIOR TO REQUIRED USE. 2) THE DESIGN ENGINEER SHALL BE CONTACTED SHOULD A PRECONSTRUOTION MEETING BE HELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WITH THE ATTENDANCE OF THE DEVELOPER, DESIGN ENGINEER, THE CONTRACTOR AND SUBCONTRACTORS, AGO ALL FRANCHISE UTILITY COMPANIES, 3) CUT SHEETS CERTIFIED BY A LICENSED SURVEYOR SHALL BE PROVIDED AS THEY BECOME AVAILABLE PRIOR TO CONSTRUCTON OF THE WORK COVERED BY THE CUT SHEETS. 4) THE CONTRACTOR SHA1L NOTIFY THE TEXAS EXCAVATION SAFETY SYSTEM. OTHERWISE KNOWN AS DIG THUS, AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION ACRVIIY AT (ON) 3446377 OR(600) DIGTESS. THE CONTRACTOR SHALL ALSO NOT %APPLICABLE UTILITY COMPANIES THAT HAVE UTILITY LINES ON OR I N THE GENERAL VICINITY OF THIS PROJECT SITE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 5) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE STANDARDS AND SPECIFICATIONS. WHERE CONSTRUCTION DOCUMENTS COMM CT WITH THOSE GUIDELINES, THE AFORE STRINGENT REQUIREMENTS SIWI GOVERN. CONSTRUCTION (0� p JAN UARY 9, 2012 ORM-I- IQ!W" C\ MOTE: CONLPETESHPIL N4VEA INIMUAIRB-0AY LO.IWPFSSMc CAUTION:CONFACTTHETEXASE%COULDN M 6iRENG1HOF4LMp�— SpFETTSYSTENHRSI TES$)AT t-00030d KR' MBMS®1CCCFW TO LOCATE EXISTING UTILITIES MOULD ENGINEERI NG IF CONFLICTS OCCUR. _ ad nwva '^ RR STEABILU.CALG $ ENGINEERS `1 RECOMMENDATIONS 0 30 rA 90 e`*' y T CONCRETE PAVEMENT SCALE: 1-39 y L NO T NIEGRALSPILLCURS I I `off r3f p o p� Smm�np) N -CtT1 L00KCAS FO OS U E F I 9 6A RE 1 (IUNNY}'SVI LE HOER IESiTO) I a¢BSi �w;a{m� I umlyW52d� )UTHWESI�PMNWY ST✓GT%>890 You90 �Qu�oi I �ti VO`3oi 10.17449 CONNOUTOEXISTING WATER SE VICE AND � ry O UMw 90 rFFFe rvw3oo ZONING:AP ENFENO STANDARD CIN OF LOLLS ESTATION y ry ,A'm£=—ry WATER SERVICE. ASSHOWN. R OVEANO Oeo $ALVAGEE%ISTING Wp Eft A1ETEfl. — FIELD VERI LOCATION D �EVNnaa F- m m (o}— SS — SS LL` IT14461fE 73)>943/ PMLTATS SS " �I- EX. Y/EW2js — QTN�a PARKINGREQUIREMENT: 1 4,338PACESJSGU _ TW BFALS 234 LQUATCHONSUSJECTSITE I He SPACES DIRSTO. iADA) PARKING PROVIDED BY JOINT PARMA AGREEMENTS LOTeO88E BLOCK O. 125PACES RI ST0 1 AGa ASHFORD SQUARE LOTBC, BLOC( Q ASHFORD _ 115PACES LEE. 1 AM) SQUARE LOTBO, BLOLKD.PSHFORO SQUARE 7SPACES IS Ore 1AM) LOT$8, BLOM A. BRETONS SQUARE gSPAGEBOST0..2 ABA) LOT 4. BLOCK 8. PSHFORO SQUANE 24 SPACES HUMBNT.TrONpXG SPAGESAPPROVE01 20q SPACES IM2 STO. 12 AM) PRONGED: J BUILDING MIA SUMMARY EN6nNG USE: Crywcry SITE WI E PINOIE$: Tf1-rT(�r� m-,r Jl T PROPOSEDUSE. Brzios FNk GAAWAH_ J� 1 PROPOSED TOTAL SF HEIGHiIFIj ttPE DIMENSIONS. MO� O. OF STORIES:2 1) REFER TO ARCHITECTURAL PLAN$ FOR COMPLETE BUILDING2) RERARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGEBUMING SPWNHIER 569 aid YES BM 3) THECONTMOTORSHPLLBERESPONSIBLEFORTHE.WAN IFIM_M_A_P_N__O: 4S11CO149C CONTAINIAENT AND PROPER DISPOSAL OF ALL LIQUID ANO -_ yI II)I�III�)II)�I)SOLID WASTE ASSOCIATED WILD THIS PROJECTTHE CONTRA( ORSHALLUSEALL EANS ECESSARYTO I 'M N PREVENT THE OCCURR[NCE OF WIND OLOWNIITTER FROM1I j� 1UNHttDEMANDS THE IS REQTSITE -/i':j�1rIIrt L`I�`�(1J1- Mnm um Watae OGPIA q) SITEISREQ DURING DEMOLICONTNNMENTFORWASLE r) S{ -. mum iYafa 9J GPM IPeak Flow-MV.OaI�Flow'< FULDRTOANDDURING DEMOLITICNICONSIAUCTION.SOLID ((I1�TIL[ `� �i I �OAATIIOUTHL). q1n tVald 225 GPA1 [ I INa WASTE ROLL OFF BONES AND/OR METALOUMPSTERSSHALL-� MazSovurluo0 WGPO BaeeJon leM1wrOayu,aaul BE SUPPLIED E O C/JLLEG STATION ORCITY r 1 ( P YTH OItt F E Fm Fbw IBaaetl on Fm Gtle Tetlo PEMIIITEDCONtflACTORIS)ONLY, RpuvuneM 1,BiSGPAI BfO516 C1L6 f) 5) ENISTINEDINF.RAND SEWER NANO NESSHOWN AREBASED ON SURVEYEDINFOONTRAC ORTOFYOF COLLEGTIE-IN ON UULRY MAPS. CRONGINTSOFEIELDVERIFYTIEIN I LLL ROOF AND GFLOWLINE$OFENIROD MECIMNES. SI SLHALLLBBE SCR ENED FROM VIM OR ISOLATED 50 AS NOT TO BE VISIBLE FROIA ANY PUBLIC RIGHT-0FWAY OR w\nK LUIa U,ASHFUO SOUPRE I RESIOENTUL PHRICTWITHIN IW'OFTHESUBJECTLOT, 0218ACRES MEASURED FROMAPOINT FIVE FEETAROVE GRACE SUCH I PFMANCEMICHAELb CAROLS SCREENING SHALL BE COORDINATEDWITHTHE BUILDING z515IgSHFORDWESTORIVECSTXP840 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED ID: 102326 APPEARANCE. 'MING. FES 7) ALL WATER LINES TO BE CL 235 OR 14 Eve, MEETING AMA C9000RG909STANOARDS. p� 1 6) ALL SANNMY SEWERLINES TO BE SDR-26 PVC. 9) SANRARYSEWERLINES SHALLOE CONSTRUCTED IN LLO$ ( ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009 t� INTERNATIONAL PLUMBING CODE. 10) METERS TO BE IN A VAULT AND TOUCHRFAD. ALL METERS LOl11R8LOCKD,ASHF0RO SQUARE G=2ACRES TO BE LOCATED WITHIN THE P.U.E. 11) FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE I P(.RKMPNCEMICHAEL&CAROLS I LID TO BEpMP OR USALL602 LOCKING LIO.ALTERNATE LOCATION MAP <� 2Sn, ryFORDWESTDRNECKTX77840 LOCKING LIDS SHALL BE APPROVED BYCOLLEGESTATION 10 102653 I UPLITIES DIRECTOR. NTS ZONING'R2 12) ALL UTILItt LINES ARE PRIVATE UNLESS NOTED OTHERWISE. REVIEWED FOR 19) ALLSIGNAGEBHALLBEPERMRTEDSEPARATEIX. COMPLIANCE O SI21'46'E 7526]'PUrcRa 14) EXTERIOR BUILDING AND SUE LIGHTING WILL MEETTNE N S i511'SS E /51 J5'MEAWRLD STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELMAR OPAQUE HOUSING ANDNO FIXTURESHAII Jpjj j72012 111 \Ha i DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE ES, a', N )- _-..1 \ SF , 5 0 SE INS 2 2)B I SF iB8 SP -B .1' \ I 43 O ❑ �t\ /b 5�Y`dtI �., �U INSTgI1215STANDARO WATER METER ye � ry QU / b � � j - j, \ 1 \ WN'3 ASSEMBLIES FORIRRIGATIONSERNCE OM.2 / / \ \ \FEE 201 L`„ya pND DOIAESIIC WATER SERVICE ,I 1 pV�y-. m < LOT4 LCCKB,ASNF1OR OV E a' F A ` ^ �.'=`J3-"2 y I,e„) GG fLR d -v ,OYsT; x A frLJ\I 1 2 0'P.A. JOLO1KOA1A RINNES \ Ir 200 N ^CP -G� i. k Y i (b�ql -ry I 0, PG. 204 SOUTH EST PAW�(V�AYCS C\T)(77094_ I xib SF N y $.. ID:14G4�41{`i�ROPOS ZONIN/ I- I 4 { 3#°d .F 149W 5F 1 I 1'=u-'R�„�}T YQG'PP6, 269 2 PG. j6/P 625 PG 54J 11 '"h Sys ��., � 7 S I AG� HOL. 59d, PC. 269 IDOL. _ vrr�yy 1 a I. 11'mM'_ ARZ;wNG PDC „�.�m ILTr3 �,6.8 BLOCKB antl LOT7BLOCK O.ASNFORU 6QUA�lE Cr .a`2 FI 3.93 ARE5 - - I - �A/ I III ESTPA FELOLDWSHIP ( zs sounrwEsrpgRKwgv EAsres, Txnsne ,\ / ID: 1799E = I ZONING: 01 1 B5 A- IS' V. 4 < 3I LOT BE at, 9 LOT BLOCK B,ASHFORD SQUARE ry@-0 f J b �k qa a // UA, O.T32TACRES �� 1 (,.. EAD PG a^q ( / IAILLSFINANCIAL pP9PO5EDA001_TON ry l 24S SOUnM SOCOULTRKESTPARKWATEASTOB,Tx77810 I > II 259a4'SF LL EI 15'A d d ID: IMES -j./ II FP z8d 05 J I 1 S -9 9' ZONING: Pi ..A a,�,s14.,. ,/r3 ___�- -.__-- tTY II(hl.. -._. q Ss — S3 = SS SSA SS — SS — SS T A522 J6' LOT IV .TZ9.16, > H ABM �� z Lp�y� a z44 S( d4 LOTS 82BLOCKA, ASHFORDS ARE 44 y IZOF p I QI UE{ - IRMAORES - ( - -- 3 0i, S' TOT _ qq WELLSFARGO V° I L a L% L °b 2KEHYLUMESTPARKWAYE4STCSTX77S40 Nb TI I Oyj�Q O(iLL(Z3d'y},�Z s� ZONING: C-1IN" I4L.1i I a•e.l�: f I SN ( S i 2d2Sf m si R Sao In m - r I ry II IAODNTED INSNCMAMANNERTHAT'INEPRPIECTEOCONE OFEI-AXE OES NOTCROSIGNGE COLLEG ENGINEERING _ li E. ( \ N r M IF TO COMPLYW 15J FIRE IANESTRIPINGPND SIGNAGE TOCOMPLT WITH CITY OF COLLEGESTATION REDO REMELTS. FIRE LANE SHALL BE PART ED RED WITH 4- WHITE LETTERING STATING 'FIRE NNE -NOPARKING-TOW AWAY ZONP.AND THE WORDING MAY NOT BESPACEOIAORETHAN I5'APART. SITE PLAN FOR: ' 1 ,) BRAZOS FELLOWSHIP ADDITION 226 SOUTHWEST PARKWAY COLLEGE STATION, TEXAS JAN 2012 zeA7ENT-{�j 7 1 uVV qq 3.43ACRES LOTS 2, 3, 5, & 6, BLOCK V AND ;y LOT 7, BLOCK V �II _ n ASHFORD SQUARE r iC;IHN ZONING: GENERAL COMMERCIAL (C-1) PROPERtt LINE - ADJACENT PROPERTY LINE — BUILDING SETBACK LINE --- EXISTING PAVEMENT EDGE — — — — FIRE LANE 341 PROPOSED CONTOURS —v EMSTINGWATERLINE — — PROPOSED WATERLINE —Is-11 EXISTING SANITARY SEWER — — — — PROPOSED SANITARYSEWER EXISTING UNDERGROUND ELECIIUC ENISBUGGASLINE EXISTING UNDERGROUND TELEPHONE OO EXISTING MNITARYSEWER LWJHOLE ♦� ExlsiwG FlRE HYDRANT A PROPOSED HANDICAP PARKING a PROPOSED WATER VALVE Y3 PROPOSED WATER LISTER PROPOSED SS DOUBLE CUOUNOUI' EXISTING FIRE OEPE CONNECTION ROMKING WALL -- - — -- LIMITSOFCONSTRUCTION PROJECT BENCHMARK: BM Ya INCH IRON IRON ROD WITH CAP ELEV. 3824' OWNER: BRAZOS FELLOWSHIP 226 SOUTHWEST PARKWAY EAST COLLEGE STATION, TEXAS 77840 (979) 680-8888 CONTACT: SHAWN PARISH EMAIL: SHAWN@BRAZOSFELLOWSHIP.COM PREPARED BY: ARCHITECTIAPPLICANT: BBAARCHITECTS, LP 1702 SOUTH MARKET STREET'. BRENHAM, TEXAS 77833 (979) 836-0523 CONTACT: BEN BOETTCHER MAIL: BEN@BBA-ARCHITECTS.COM FORCONSTRUCTION Gessner yT Engineering 2501 Ashford Drive, Suite 102 College Station, Texas 77840 P.O. Box 10763 77842-0763 979.680 8840 (Phone) 970.680.8841 (Fax) JANUARY9,2012 —'gessnerengineering.com Firm Registration Number: F 7451 C PPnTING DETAIL y. A 11 2012tl°Y' GRAPHIC SCALE (m Beer ) .yr�o�yy...mou..owoow� m�nww.. TWW- PLA�N�YTIHGnETAIL xy PIANTSCHEDULE .® xnma .ynyyn murm... ' w • .y uy way m.::+sw Yy¢�mxyep 4 IM X/T�( .y1V�.l�y.xpY �l P1NM ya�Y�¢ YA® V NmM �Uwm viaa n W SG�.yAly IgIYMm/Tw v y IM O mn Wtn ImAb e�mx�®m�s�mxYmswM4lANM�/[.o�xaom[y��on .ywwrm.y� m.yay�s •� vyrnoe..xm. iyyyrtmeAM yU.Yitla•Myl �uyxyunaan �1� SCHEDULE OF MATERIALS AND FINISHES .yxmx.. muw"'�"'yymnwaaw. m.mre.my�yxm.m...y� DATE D MAT SHEET I's-$ d1. MASTERVALVE BACKFLOW (DOUBLE CHECK VALVE) Y STRAINER BALL VALVE - PROP. 1" WATER METER O NRF SPRAY (MPIDOD. ROERLE NIM MPRCO) ® RU.1.1 SPRAY X>XAIF, 0=0UARIER) B COIIIROL VALVE DRIP WLVE (MEBIOM ROW Krt) L.I. OF GRIP 3.IS I., C. PVC NAIINNE PIPE .MR EM PVC UTFPL PIPE ® LANSCAPEEDIURETIC (IB' EMITTER SPACHN B 0.9 ON) STATIXINUNRER I-1 2 VALK SIZE � FlOW 111 6P.M. PpG PHI, OF EONIIECTOR RE HUR E.J. jUF STEVEN W. WNI_ EN ,' 16498w ¢- i FA,,�o �IRR�G vf�� x GRAPHIC SCALE (TO 1 I-K �LB U IRRIGATION NOTES I. IRRIGAPON CIXITEXB. SHALL ISET EXIS8R0 EIAPC PRESSURE M SI1E ,IT. TO WASUNDROXIC CONTRACTOR SSHALL CWTACOULD EMSCRID END LT ME IRRIGATOR OESIGIIER PRIOR USOURE BE T W 60 PSI, CONMESSEMEHT BE LIXISMUCTS' R. 'FOR TONS TOE P"o OE CGMAP.EiEO'CRUSADEL.'" WN1UM A0H"M Y. THE IRRIGATOR CORNACTOR SHALL HAKE MAIM ADNSTRD4M T)EHSURE PROPER COVERAGE AT HO AOOITOIIAL COST TO THE OPEN. S. ME IRRICATpI C SMMTN ALL SECURE ALL RESOURCE PERLITS AIID PAY ALL AILMWERAIIYES UNLESIREPAS TES RXISEI VOTED. ALL LOCAL COOLS SHALL A. LATERAL PIPE I MASERS PIPE SISO MISS MMALL BEST A111STALLEOT A UAT A MNIKHM�D PIT EBF 18 IIICHCS. 5 EI VMT VALVE CURE SHALL BE A MRIIAIUM M lA GAUGE, OL APPRON➢ FOR DIRECT BURIAL, ONCE COIOUCOR "RRICAODD %RE'. LORE UNCES EHALL BE EUCASCR III A WATEROF PRORIPE CORRECTOR US APPPOKA AND CHUM MN B VALVE BOMES SX iALLEO RUSH WIN GRACE, N1 OF C1EN! PE D eELOW ME VALVE, USE 10'TEND VALVE ES FOR EIECUT C VALVES ART WICK CWPUNC VALVES NICER NOTED oMEXmSE. o.C. A. SHALL DE BOXED ACCOBORIG TO LOCAL CODES I USE PK SMOG DORF ACSEMBLUES TO COUPLET ALL SPRAY HEADSEDUCT. 0. 'HALL BEPVV..ECHD.HE STAILER BY 40. B(CHEACTMfl 4ALL IDOESID BLTBACTER,SOCKEEMATERIAL D LOU FOOT BEYMO EOBECOF ALL PAYTHENT. 8. mOSCAPE CONTiACICR SXA, BE REWIRED TO SUPPLY ONIIN NIO IERE CORRACTOR MM ALL EWIPMEUT PEORTATRDS ADD MNIIIENANCE wmEUPES. 10 CUP UIIE SHALL BE PLACED A MIIIIMUM OF 3' UDDER MULCH. CALCULATMS ARE BASED CH e CRITTER TRACI. O. CAT, H. UCEH5E0 IRRIOATWI COURACTOR SHALL ADJUST SPRAY BIRDIES FOR -HEAD' WHRETACE MID AONSTED LED U EWM OVEREPRAY OI"O PA.KUEOTT, DO OVERPRAY IS PERMITTED wnO ID SIOECA I%S 12 TIN ALL CWIIPAGTAC MALL SUPPLY uR CMSTRUCT IMAUT TO SYSTEM L uAF LOUT Aim P111THRI UAR reM sFmn DFITER I. THE l ,IN CLAD IF IICATICOAT E.N.FROM CFUH,VCTOSH LL BE ILLICITBY1ME IRfil 0 PPlpt IO aa�3 V DA : JORNO: DM BY: SW W HECKxO: SHEET LI-01 DETAIL A N.T.S. PLASN, . BOX AIID u0 XN C.N,O10N5 - 1R IT AT xlcn PCulT O2 FSUM CRADE NOT:: I. IMMALL RVSH WAR PENIS AT PGI OPIP VALVE gPCUII yl OAP (RI. ROBIN) Q--,m OFl a 0ADAPT WIET AM. OUTFI (AS REWIRED) MCNESI AND LOMFST Pplli. 2 "MU OPIP HOSE AT 1.1 ART 1' YH. 10 .1111Fgll Q MODEL INETEOB SPRAY HE. J PVC UIIE PER SPEU{TCATIWS O � EASY FIT OWPRESS011 OJ LAIEA PL YES at ELL TO INITCATI SYSTEMS 9.11. (CWPPESSEN iF£) QINTAL PIPE 1 O CATE VALVE QS I/2 PM MCULT ELLS (3) © FEBCO MODEL ME OWRIE CHECN VALVE IIIE 9)E I-I/1' (PER LILT CODE) RVSM CAP M1M I'M 0Y 5 6 ©UCH 00 IIIPPI£ S Qj AMI RBCN (I/2' - 3/0' CIA.). (SOWN 01'A 4 DI Q]1011-PBTAB S,UAP. 4WIL Nsa .��� - OEPN PER Cltt P EWIPENTAT LLPH'. B /;1 O MY REQUIRE PATE 1. Ld A SPRAY HEAD ().BUD. HEAD AS USURPED IW%OS)TERE-La1C(I GAULE)MRESTAPLE 1IN E IRUNH OE EACH EPEE . S I �As REWIREDHINC ©5S A SwK S7 PYL TE 0LASTERAL NBC (CUSS 2M PVC) BUBBLER ASSEMBLY B Ni.S ICV GLOBE VALVE i rLcs OI STuIOMD VALVE Box OISOM DRAW O3 ISCUR E CONTROL IMME ICV ACCUSE, O WARAPRCM CONNECTORS (R) O$ NR-21' CWIEO vMC SCH TO iBE, NM UE O MATT UNE PIPE A, NINBGS O8 BAIM CONTRAS (1) OBI 3/9' MINUS HASHED LRAYEL No PVC SUP MOMS (D LA 91FD O M RENRBw G ME1 r FT CLMPRESSa1 RE RNLI BIRD MDCUEE O LAND5E11E DRIP LINE NRIIC MAN RD ANDECAPE DPIPUNE 1/2-NICH PCLYSTni.IE PIPE, RMI BIRD %B5 EASY R, BUCK STRIPE TIONB O RAIN MIN MWAMY Ol CWPNIC'. O5 EABY PT COLIPRESEW RUST CAP: PAIN BIPD MOCFCAP OR EASY NT PURPLE COMPRESSIM FLVM CAR RAM BIRO MDCFPLOP EASY FlT COMPRESSION FITTINGS D11. T.S DOUBLE CHECK ASSEMBLY BACKFLOW PREVENTER L x.vs. OI MODEL ICC-IM'D-M-PEO. Q ARMY CURTI SUP, TRIE DEPTH PER LOCAL CODE GAW RD %RE CaIWN, O AEIL IGUIOEUSESRWMO PFF MOD PREEABRICA,EESTAl NAME, CWCREIE ONR ICU MADE ©CWDUI, FM CDIITR0. WES e ICC-M-PED CONTROLLER LANDSCAPE DRIPLINE DETAIL GR.T.S. N BLUER., ME, 2 I A �I�III r'a: o O O MITI MIND DCITEE a! TEE: O TOP M MULCH OJ UNDCLAPE DPIPUNE TUIIIG: RAIN BIRD LANDSCAPE DPIPUNE LO-X1-M. © PE DONN STARE RMN BIRD LO STl OS NIISNCR GRADE O INTTNE S.M TRTRTMEN ARNmBlna O MAINLINE PIPE Q3 IANNA, PPE ® .11C IM CRAWIT © PC A ERNS I110P III ALL ,MINA AT MASSES M DI WOMEN OF RN OR GREATS. UNTE AFTER ALL RUNNEUMBIS HAM1£ MA OALL M.T .. PLAMP NPRIC TO BE YIPPED IN TREMCH AS SHONN, O 0E4pE RM'NEIUEIELATWE AIID MI AT 10-FOOT IN TMVMl 1. SIEEW BELOW ALL HAROSCAPE .EINS WIT SC NO. iD PVC IRWE TIE DIAMETER CE ME PIPE OR mM BUIIO£ .1. R. FM PIPE AND ARE BURIAL DEANS SEE SPEOFICAPa15 Fi" PIPE AND WIRE TRENCHING S. OAP TUBE f YAX -/ I' SM W IA ANIfdBJ / `PVC LATERAL TOND CURB TYPICAL J PIX TO xOSs CDMPRESER 1 ADAPTER " TYPICAL DRIP IRRIGATION INSTALLATION DETAIL BLs. OI EIIIIEHED GRADE O VO PER M ELL OJ PVC SCH SO NIPPLE (TOURIST AS REWIRED I C, G) URRe�ioliEM. TH M O5 TERINI CMINCIFUNI: SIR. -1 ( M R) © M RAG:MIN ENS. MD SEAIES puE... WN MARY: RAM BIND UNI OB PK PER RD NI ADAPTER (D LATERAL PVE i0 .1. (1 M q O3 INCH MINIMUM DEPIN OF ]/1 INCH WASNED MAL4 Q CONTORT. � 2ME M,,I NICL V MR-IPPP pl WEEP V-1W VALVE. W PRESSURE REWLATIIIC BL,EA) ILE (µ1,1. uRM... TlWER) SUN 40 Ell w PVC SM w ni_ M ALL I© PVC MNIIIINE 1. YD REPLACE INUME W FILTERS. USE REPLACEMENT FILTER RELIENTS RAI11 BIRD MLOEIS MY-IJGMA OP RIESBUMN. CONTROL ZONE KIT WITH PRESSURE REGULATING FILTER RAIN BIRD XCZ-100-PRF MOO.,_, ♦' uIN. CIEARAI¢E —PAWID V Drtcx r TEEVES PA PVL CM (TNICPL) q4- ISNEOMMITI PAN!!C1 MPVCxCAP (TWILAL) NOTES'. 1. ALLIRRICAIM 9EELE5 TO BE SCHEDULE W PVC, RU ALL WRITS 10 BE SOLVENT 11LMN ANT BATERn PIT. 3 WERE TRETE IS TO 24M-IINMES MINIYUMABOVE NON'ISNED GRAOE%E ALPE� WT TVE SMALLER SLEEH 1, MECTRABIR LL, iANP lT RO, 11.1M. K1LTB SLEEVE DETAIL 16498 i IDSPIPE CI IS EI FIELD SRN. IC FNTNM BELL MID CABINET NTTROSE SOMETED PIPE 2 Y D. 1 ]• IA 1/R 2' T. R 1' ELECTRICAL NIBIIIG ,D BE INSTALLM IN SEPARATE ] COIONIT L SLEEVE SCHEDULE u-- JOB O: DRAlIVINBY: BWw HBCKBB: SEEET LI-02 (MM T TIETEXAS E%CAVATIONOIG-TEBS)AT 4BC034<A3]]TING VLILITIEB PRIORTON. CONTACTGEGBNER IFCONftICi50CCUR. 1) AREAS BENEATH RE41OVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL OR WATER. THE AREA SHALL BE MANUALLY COMPACTED AND REPLACED WITH SIMII-AR MATERIALS PRIOR TO NEW CONCRETE PLACEMENT. Y) CONTRACTOR TO PROTECT ALL EXISTING TREES TO REMAIN DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. 3) CONTRACTOR TO PROTECT ALL E%. WATER METE RS F I RE HYDRANT$ UTILITY ETC. SEE CAN NOTE 4 4) IT WILL BE THE RESPONSIBILIN OF THE CONTRACTOR TO PROTECT ALL MANHOLES. CLEANOUTS, VALVE BO%ES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. THEY MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO Me AFTER TH E PLACING OF PAVING AND GRADING. .. ... LIMITS OF CONSTRUCTION G Gessner Engineering tE01 nsnmm oB.o. Sono 1Bs FOR CONSTRUCTION < In ` < v LL. 6L Q X O V/ _I LJJ O J �: F- L.L H W OOJ QY N O In N U Issue Date: 01/09112 Project Number: 11-D3H1 DDRAT By: UPC Checked By: MET RBVI,,bm DEMOLITION PLAN �13M C-01 yl i2e sOUNM1YESRP20MFM,OWssr Cs,T n090 aU21 yWII 20NING: G1 I� VII I� I I I i I �I _L BM SQUARE i i I 5452P'l6'E 319.16'PLA(CALL 3)9.JP MEASURED L i psi I I N I _ 8.4 pI e3' I I d PN / ❑ °w m.r k N I .Roo,—) ��,�1i �l l 9a1• � � tad -i i- s.r � l ems' hwEl4 Y PRO POSE. AOOIT ONi/ ❑ FEE, B9 05 3hg h 9Y 4 I ! III Q . ,9B.1 61.T140 AJN R II � ur 421' 3sY I mac— I p 1 I I I I OIMENBIONCCRTROLNOIE: 1) AaDIMEN910NBMETOMCKOFCURBUNLEBBNOTn OTHFAWIBE REFERTOpRCHITECNMIA LPN9 FOR OEfAl1EO BUILDING I I - I G Gessner Engineering 1501 AVMwtl OM., sulk 1o] co geslxtlm, Text 7M1.» NB P.O. Boxie]W, 1. 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LAPS ANDSPHCEBINREINFORCINGIURSSWV.L BEAMINIMUMOF30BAROIMIETERS, SECURE BPRS AT EVERY OTHERINTERBECTEN, 4) REFERENCE"B FOR PAVEMENTANDSEEWNHCONSTRUCVON DETAILS. 5) TMNSPOWATION ANDPA EMENTCFTHECONCRETESHALLBE INACCORDANCE WITHACI3u1. ATESTSETCONSISTINGOFB CYLINDERS SHALL BETAKEN EVERT TS CUBIC YARDS OF CONCRETE. PROJECT BENCHMARK: %INCH IRON IRON ROD BM WITH CAP ELEV.2B3.4• G Gessner Engineering FOR CONSTRUCTION Q Q Y a__ t1 F 0 w o J LL H W OO W J N O m N U lesue Dek:: OV09NP Project Number. 11-0381 Damm By. 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Box 10]63,]]642N83 aIDAM6041(1.) �B900.a091 (Fml) yesenMOgInO.Mg.[pn Ram Reps9aaan NumB.R R461 FOR CONSTRUCTION EARTHWORK ` 1) UNDERPROMSED STREETS AND STRUCTURES (INCLUDING 31-MAp(S)BAGKFILLSNALL Q Be FINELY DMDEDSOIL OR LIME TREATEDSOR AND SHALL BE COMPACTED IN LIFE NOT Q GREATER THAN V TO A DENSITY OFAT LEAI OF STANDARD MA)DMUM DRY DENSITY Q AS OETERMINED BY ASTM DON AT A MOISTURE CONTENT BETWEEN OPTIMUM MO +4% OF OPTIMUM MOISTURE COMEM. 211NMF NMUNDMSTRUONRESBACKFILLMAYBERNMYDMDEOLIMEMCEMENT STMILI.DE%CAVATEDM1KTERW.AS MMMFNOEDBYTHEGEOTECHENGINEER, s 9UBGMOE9HALLBETREATED WRH LIME MEETINGTHEREOUIREMENT90FTXOOTM3 STANDARD SPECIFICATIONS UREA M. 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UNLESSLOPENOGRFATERTHAN GREATERTHgN2M0MESSONGSPACENOTED. 5) NMOICAPACCESSIBLEPARKINOSPACESMOACCE93AI91E33HALL IWVEq MNOMUMOF O O 1,1 w OIRECOONS.POFCURB 2LL 8)ALLCPoTSAAETOP OF CURB ELEVATIONS UNLE9$OIHERWICE NOTED. SPOT ME ICI VJ Q /l//�1 � LL m N 0O Issue DOtex 01/09112 Pmj..[ Number. 11-0361 Dram ST. LHC Choded By: MPT RBY IBR: 0 I j � — CAUTION: C0.4TAGTTHETENAS EXCAVATION I SAFtTYOYSTEM(GIG-TESS)AT 1-0W1319-0SZ/ TO LOCATE FXI9TING UFILRIES PNIORTO PROJECT CONSTROCTION. CONTACTGE99NER Yi INCH IRON ENGINEERING IFCONFLICFS OCCUR. y/DH CA REVIEWED FOR � COMPLIANCE 0 aaN l COLLEGE S-fAT10N cILNINO ENGINEERING /� P� BENCHMARK: �BM r - O� IRON ROD \V• P ELEV. 282.4' BM I SQUARE I I I I L_ 57 E_'�Jl' L J O DO d I sy.a 108.1' DIMENSION COMROL NOTES 1) ALL DIMENSIONS ME TO RACK OF CURD UNLESS NOTED OTHERWISE. R) REFER TO MCHITECDJMPWIS FOR DETNLEDUMIMNO DIMENSIOR% cp Gessner Engineering ISOI ASMON Dnve. 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SECUREBARSATEVERT OTHERINTERSEC,CK 4) REFERENCECOBFORPAVEMEMANDSIOEWNX SmUCTION DErNL, . 5) TRANSPORTATWN MO PLACEMENT OF THE CONCRETE SHALL BE MACCORDANCE"BIBACINN. ATESTSEECONSISTINGOFS CYIINDERB SHALL BETAKEN EVERY 76 CUBIC YARDS OF CONCRETE, PROJECT BENCHMARK: PC WITHCNCHIAP N IRON ROD ELEV.182A' BM cp Gessner Engineering F-T451 FOR CONSTRUCTION Q Y a O � ~ J W J s H U- F¢ W O O W J N Q m N U Project Number. 11-0361 Drew" By: LAIC Ch.&ed By. MPT RBNsIen: A A A 0 PAVING PLA �O 5 122W" E 37EdP MEASMJBtD LEGEND: cp PROPOSEDBOILDING Gessner — — — PROPERTYLINE Engineering CONTIWMGNJOINT/SAWCOT 1 � 2501 ASM1Iwtl Dirve. Sidle 10: 1 — ALCONNOCTINLTT.AT ARCHIMCTIONJO`N CFOR REF. P.0.1 b10761p. Tow VW ALLCONNECTIONSTO .. ARCMITENPLINOWJCFON P.O.omo(,FTB120183 FXISTMG PAVEMFM OIMENSIDNALINFORMATION BTB6BD.BMD IF-) J EKPPNSICNJOIN 91'b DAMi (F ) .geaeneRrylnaeNpm FBm Rapbinbn Number. 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