New York State Route 332

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1 89.15' S 89 13'03" ROJT DATA SAL: "=30'-0" 3 Noik N 00 4'5" 10.00' S 42 42'54" 129.' 3.20' N59 5'1" 4.11' S42 42'4" 45.80' 42.0' N83 54'20" N 83 54'20" 59.22' S59 5'30"W S 89 13'03" 3.08' 28.10' N4 31'41" 9.43' N49 18'29" 2.9' S49 18'29"W 8 8 W 25' R.O.W. p Otio oty Fil Mp No ' wt li smt to Tow of i Lib ' S89 15'31" Mobil Ro 25' wi (ivt) 9.82' S19 0'25" 1.8' S39 04'03" 9.53' S53 41'02"W ' N01 01'21" ' S4 11'19"W S 43 44'3" 313.3' xist. v ki A 2.9' S00 33'0"W 13 Nw Yok Stt Rot 332 Stll Si 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY S 38 32'21" ' 133.1' S80 02'18"W Lot 1 A =.83 Acs ASS AND DRAINAG ASMNT TO TOWN OF ANANDAIGUA 5.3' N51 10'44"W 30.0' S43 44'21" 3.14' S4 15'39"W SIT LAN DM 50.00' N 10 14'18" W Gvl A S 9 45'42" W S 0 35'12" 91.3' S 9 45'42" W 340.8' A = 0.51 Acs Lot 2 4 N 10 14'18" W 138.5' ' N4 20'24" 91.3' S00 35'12"W 1" = 30' 88.99' N38 29'39"W S 53 58'28" W 88.80' S53 58'28"W 14.5' ' N 40'00" ASS AND DRAINAG ASMNT TO TOWN OF ANANDAIGUA 4.50' N12 20'00"W Dois 398 SIT LAN WATR ASMNT TO ANANDAIGUA- FARMINGTON SWR & WATR DISTRIT 4.50' S12 20'00" y Ro (R.O.W. 49.5' wi ) L L 80 S-1

2 ONSTRUTION SQUN NOTS ROSION ONTROL NOTS GNRAL NOTS 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY NOTS AND LGND DM AS SHOWN ADDITIONAL ONSTRUTION SQUN NOTS 80 N-1

3 91.3' S 0 35'12" 89.15' S 89 13'03" SAL: "=30'-0" LGND N 00 4'5" 10.00' " Wt Li S 42 42'54" 129.' ' N 83 54'20" 93.3' 8" DI Wt Li 24.9 Fc s. to NYSG Lib Nw Yok Stt Rot 332 S 43 44'3" 313.3' s. to RG& Lib S 89 13'03" 3.08' 25' R.O.W. p Otio oty Fil Mp No Mobil Ro 25' wi (ivt) 24" Hp ' Woo ol 20' wt li smt to Tow of i Lib ' 10.0' Ovh b Stop 4.5' Dck 22.5' xist. v ki A 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY 138.' Appox Loctio Sptic Systm 12.2' Stll Si S 38 32'21" ' DMOLITION LAN Lot 1 A =.83 Acs 1.5' 119.0' Gvl A 19.8' 35.3' 19.' 8.1' 1 Stoy Bili 20.0' 22.9' 25.5' DM 1"=30' 50.00' N 10 14'18" W S 9 45'42" W 21.1' S 9 45'42" W 340.8' A = 0.51 Acs Lot 2 N 10 14'18" W 138.5' S 53 58'28" W 14.5' 21.8 DMOLITION LAN y Ro (R.O.W. 49.5' wi ) " Hp 24.9 L L 18" Hp Di Sfly. Nw Yok DIAL 811 www. isflywyok.o 20.9 ll Bfo Yo Di Wit Th Rqi Tim ofim Utility Rspos Rspct th Mks Di With 80 M-1

4 y li " Wt Li SAL: "=30'-0" 8" DI Wt Li 23.1 s. to NYSG Lib Fc 21.8 Woo ol W s. to RG& Lib ' R.O.W. p Otio oty Fil Mp No Mobil Ro 25' wi (ivt) 24" Hp 20' wt li smt to Tow of i Lib Ovh b Stop Appox Loctio Sptic Systm Dck xist. v ki A Nw Yok Stt Rot 332 Stll Si Di Sfly. Nw Yok DIAL 811 www. isflywyok.o ll Bfo Yo Di Wit Th Rqi Tim ofim Utility Rspos Rspct th Mks Di With 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY GRADING AND ROSION ONTROL LAN Lot 1 A =.83 Acs 1 Stoy Bili DM Gvl A 1"=30' GNRAL AND GRADING NOTS A = 0.51 Acs Lot " Hp GRADING AND ROSION ONTROLLAN y Ro (R.O.W. 49.5' wi ) " Hp 24.9 L L G-1

5 " Wt Li NOT: 8" DI Wt Li LANT LIST s. to NYSG Lib ' R.O.W. p Otio oty Fil Mp No Mobil Ro 25' wi (ivt) Nw Yok Stt Rot ' wt li smt to Tow of i Lib SAL: "=30'-0" b Stop xist. v ki A Stll Si 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY Lot 1 A =.83 Acs LANDSA & LIGHTING LAN DM Gvl A 1"=30' A = 0.51 Acs Lot 2 LANDSA LAN y Ro (R.O.W. 49.5' wi ) L L Di Sfly. Nw Yok DIAL 811 www. isflywyok.o ll Bfo Yo Di Wit Th Rqi Tim ofim Utility Rspos Rspct th Mks Di With 80 L-1

6 s. to NYSG Lib LANT LIST Nw Yok Stt Rot 332 Mobil Ro 25' wi (ivt) i b Stop xist. v ki A 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY Stll Si LANDSA NLARGMNT LAN DM 1"=20' Gvl A LANDSA NLARGMNT LAN A = 0.51 Acs 80 L-2

7 ONRT AD TIMBR GUIDRAIL ONRT SIDWALK SIDWALK RAM 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY DTTABL WARNING SYSTM DTAILS ASHALT AMNT TY A (HAY DUTY) ONRT URB DM AS SHOWN ASHALT AMNT TY 'B' ARKING INTGRAL ONRT URB & SIDWALK TRASH NLOSUR 80 D-1

8 LAN WASHOUT SIGN TYIAL STION NOTS: 3 FILTR FABRI INLT ROTTION 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY 4 ONRT WASHOUT ARA DTAILS 1 TMORARY ONSTRUTION ASS ROSS STION OF HK DAM ROSION ONTROL FN DTAIL DM YARD DRAIN AS SHOWN ROSS STION OF SWAL ROSS STION STORM INLT SDIMNT TRA NOTS: 2 STABILIZD ONSTRUTION NTRAN 5 STORM INLT SDIMNT TRA RUSHD STON HK DAM 8 ND STION RI RA DTAIL 80

9 MAINTNAN & ROTTION OF TRAFFI SIGN OST SL 4.11' S42 42'4" 3.20' N59 5'1" 42.0' N83 54'20" 59.22' S59 5'30"W Fc OMMRIAL ASHALT DRIWAY 28.10' N4 31'41" 9.43' N49 18'29" 2.9' S49 18'29"W Ro ivt) 9.82' S19 0'25" 1.8' S39 04'03" 9.53' S53 41'02"W Woo ol Ovh RIGHT-OF-WAY MARKR 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY DTAILS Nw Yok Stt Rot ' S4 11'19"W Dck xist. v ki A 2.9' S00 33'0"W Appox Loctio Sptic Systm Stll Si DM 30.0' S43 44'21" AS SHOWN 5.3' N51 10'44"W 3.14' S4 15'39"W 1 Stoy Bili Gvl A ' N4 20'24" 91.3' S00 35'12"W MINOR OMMRIAL DRIWAY 88.99' N38 29'39"W A = 0.51 Acs Lot ' S53 58'28"W 20.00' N 40'00" ASS AND DRAINAG ASMNT TO TOWN OF ANANDAIGUA WATR ASMNT TO ANANDAIGUA- FARMINGTON SWR & WATR DISTRIT MRGNY HIL TURNING MOMNTS LAN 4.50' N12 20'00"W 4.50' S12 20'00" y Ro i ) L L STO AND HANDIA ARKING SIGNS 80 D-3

10 TR ROTTION NOTS LANDSA NOTS 1 D-4 TR LANTING DTAIL 4 D-4 TR ROTTION DTAIL 2 D-4 SHRUB LANTING DTAIL 1880 ROHSTR ROAD, TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY DTAILS DM AS SHOWN STO BAR 3 D-4 ISLAND LANTING DTAIL ON ARROW MARKINGS AMNT MARKINGS 5 D-4 ARKING SA MARKING DTAIL D-4 ASSIBILITY SYMBOL DTAIL 80 D-4

11 S 42 42'54" 129.' N 83 54'20" 45.80' S 43 44'3" 313.3' S 38 32'21" ' N 10 14'18" W 50.00' S 9 45'42" W S 89 13'03" 3.08' N 00 4'5" 10.00' S 9 45'42" W 340.8' S 0 35'12" 91.3' S 53 58'28" W 14.5' N 10 14'18" W 138.5' xist. v ki A Gvl A Nw Yok Stt Rot 332 N/F Thoms J. Wbst, S. N/F Rbi Wlto y Ro (R.O.W. 49.5' wi ) L L Stll Si R=10' R=5.0' XIST DG OF A'T R=15' R=5' R=15.0' R=100.0' R=85.0' R=5.0' R=15' R=15.0' R=24' R=32.0' AD SHOULDR AD SHOULDR XIST. O N. NYSDOT ROW MO NUM NT R=15.0' R=30.0' R=5' R=10.0' R=3' R=8' R=25' R=3' R=8' R=0' R=' R=30' R=5' R=5' L-3 80 DM 1"=30' LIGHTING & HOTOMTRIS LAN TOWN OF ANANDAIGUA, OUNTY OF ONTARIO, NY LIGHT OL FOUNDATION DTAIL 1 L-3 Lmii Schl Symbol Qty Lbl Amt Totl Lmp Lms LLF Dsciptio 15 A SINGL N.A F-4-10LA-481A-NW 12 B SINGL N.A F-3-10LA-481A-NW-IS 8 WA SINGL N.A LW32- LIGHT OL FOUNDATION DTAIL 2 L-3 LIGHT OL FOUNDATION DTAIL 3 L-3

13 ii i i ii i i i i i i i i i i ii i i i i i i ii i i i i ii 84" LAR INSID HIGHT " BADGR FIR SRI ASSMBLY MTR 12" MIN HUBBLL OWR SYSTMS HOT BOX MODL NO. HB10 (OR AROD QUAL) ANGUARD ii 241 stlb Ro, Rochst Nw Yok pho fcsimil 2'-" " WATTS SRIS LF95RDA RDUD RSSUR DTTOR ASSMBLY RISING STM GAT AL(TY) DRAIN ORT (TWO AH ND) 12" LONG ONRT SLASH ARON AT DRAIN ORT (TWO AH ND) FINISHD GRAD (TY.) ROID " OF LARAN BTWN TH TO OF SLAB AND FINISHD GRAD 12" LONG ONRT SLASH ARON AT DRAIN ORT (TWO AH ND) 3'-4" " " 10" " BADGR FIR SRI ASSMBLY MTR "-NO. 1 AND NO. 2 RUSHD STON (NYSDOT STION 03-02) ASS DOOR 154" (ON. AD) 142" (INSID DIMNSION) RISING STM GAT AL(TY) ASS DOOR I SUORT NOTS: 1. ALL BAKFLOW RNTION DIS SHALL HA AN 18" MINIMUM LARAN BTWN TH BOTTOM OF TH RLIF AL AND TH FLOOR TO RNT SUBMRSION AND ROID ASS FOR SRIING TH RLIF AL " MINIMUM LARAN SHALL B MAINTAIND ABO TH ASSMBLY TO ALLOW SRIING HK ALS AND FOR ORATION OF SHUT-OFF ALS 3. 30" MINIMUM LARAN SHALL B MAINTAIND BTWN TH FRONT SID OF TH DI AND TH NARST WALL OR OBSTRUTION. 4. AT LAST 8 INHS LARAN SHOULD B MAINTAIND FROM TH BAK SID OF TH DI TO TH NARST WALL OR OBSTRUTION. 5. ONTRATOR SHALL RIFY ALL DIMNSIONS RIOR TO INSTALLING TH ASSMBLY.. ALL LUMBING BFOR MTRS AND BAKFLOW RSSUR DIS SHALL B DUTIL IRON I, OR OR BRASS.. AIR GA FITTINGS AR NOT ALLOWD. 8. ONTRATOR TO URHAS 4" DOMSTI WATR MTR FROM ANANDAIGUA-FARMINGTON WATR DARTMNT 9. ONTRATOR TO URHAS " BADGR FIR SRI ASSMBLY MTR FROM BLAIR SULY. No. RISIONS Dt lit Scl Dt Job No. Dsi by Dw by hck by TH FOLLOWING IS AN XRT FROM TH NW YORK DUATION LAW, ARTIL 145, STION 209, AND ALIS TO THIS DRAWING: IT IS A IOLATION OF LAW FOR ANY RSON, UNLSS THY AR ATING UNDR TH DIRTION OF A LINSD ROFSSIONAL NGINR, ARHITT, LANDSA ARHITT, OR LAND SURYOR, TO ALTR AN ITM IN ANY WAY. IF AN ITM BARING TH STAM OF A LINSD ROFSSIONAL IS ALTRD, TH ALTRING NGINR, ARHITT, LANDSA ARHITT, OR LAND SURYOR SHALL STAM TH DOUMNT AND INLUD TH NOTATION "ALTRD BY" FOLLOWD BY THIR SIGNATUR, TH DAT OF SUH ALTRATION, AND A SIFI DSRITION OF TH ALTRATION. Appov by ojct RTAIL DLOMNT Dwi BAKFLOW RNTION DTAILS NON 01/15/ JMK JMK JA JA 5'-0" MIN. OR 42" (INSID DIMNSION) HUBBLL OWR SYSTMS HOT BOX MODL NO. HA (OR AROD QUAL) DRAIN ORT (TWO AH ND) 54" (ON. AD) Sht No. Dwi No. B-1 THIS LAN HAS NOT RID FINAL AROAL OF ALL RIWING AGNIS. IT IS SUBJT TO RISIONS AND SHOULD NOT B USD FOR ONSTRUTION UROSS. NOT FOR ONSTRUTION

241 stlb Ro, Rochst Nw Yok 1410 585.42.0320 pho fcsimil www.

ATING UNDR TH DIRTION OF A LINSD ROFSSIONAL NGINR, ARHITT, LANDSA ARHITT, OR LAND SURYOR, TO ALTR AN ITM IN ANY WAY.

14 241 stlb Ro, Rochst Nw Yok pho fcsimil i i ANGUARD A GRAL TRNH BIORTNTION ARA AMNT TH FOLLOWING IS AN XRT FROM TH NW YORK DUATION LAW, ARTIL 145, STION 209, AND ALIS TO THIS DRAWING: IT IS A IOLATION OF LAW FOR ANY RSON, UNLSS THY AR ATING UNDR TH DIRTION OF A LINSD ROFSSIONAL NGINR, ARHITT, LANDSA ARHITT, OR LAND SURYOR, TO ALTR AN ITM IN ANY WAY. IF AN ITM BARING TH STAM OF A LINSD ROFSSIONAL IS ALTRD, TH ALTRING NGINR, ARHITT, LANDSA ARHITT, OR LAND SURYOR SHALL STAM TH DOUMNT AND INLUD TH NOTATION "ALTRD BY" FOLLOWD BY THIR SIGNATUR, TH DAT OF SUH ALTRATION, AND A SIFI DSRITION OF TH ALTRATION. A GRAL MTING NYSDOT STION 23 AND SIZ DSIGNATION 1 FROM TABL ' DTH 1.5' WIDTH Dt RISIONS B' NYLOLAST DRAIN BASIN WITH STANDARD GRAT (1, 2) INTGRATD DUTIL IRON FRAM & GRAT TO MATH BASIN O.D. LAN IW ULRT FLOW ARIS DRAWN BY DAT B MATRIAL RISD BY B ROJT NO./NAM TITL DAT DWG SIZ A SAL 1:40 SHT 1 OF 1 DWG NO RONA A BUFORD, GA HN (0) FAX (0) R SILLWAY 2' " 1.5' ARIS ARIS 1.5' ROSS STION A-A' DRAIN BASIN WITH STANDARD GRAT QUIK S INSTALLATION DTAIL " 1.5' NYSDOT SIZ 4 STON OR LARGR THIS RINT DISLOSS SUBJT MATTR IN WHIH NYLOLAST HAS RORITARY RIGHTS. TH RIT OR OSSSSION OF THIS RINT DOS NOT ONFR, TRANSFR, OR LINS TH US OF TH DSIGN OR THNIAL INFORMATION SHOWN HRIN RRODUTION OF THIS RINT OR ANY INFORMATION ONTAIND HRIN, OR MANUFATUR OF ANY ARTIL HRFROM, FOR TH DISLOSUR TO OTHRS IS FORBIDDN, XT BY SIFI WRITTN RMISSION FROM NYLOLAST. STRAM WIDTH AT BANKFUL ROSS STION B-B' F LUNG OOL TYIAL ROSS-STION LOOKING DOWNSTRAM i i i i i i Sht No. i i i i i i i i i i JA i Appov by i JA hck by JMK ojct 8" - 30" TH BAKFILL MATRIAL SHALL B RUSHD STON OR OTHR GRANULAR MATRIAL MTING TH RQUIRMNTS OF LASS II MATRIAL AS DFIND IN ASTM D2321. BDDING & BAKFILL FOR SURFA DRAINAG INLTS SHALL B LAD & OMATD UNIFORMLY IN AORDAN WITH ASTM D2321. UTILITY DTAILS B ARIS WATRTIGHT JOINT (ORRUGATD HD SHOWN) Dw by JA i Dsi by i Dwi 4" MIN ON 8" - 24" " MIN ON 30" RTAIL DLOMNT (3) ARIABL SUM DTH AORDING TO LANS (" MIN. ON 8" - 24", 10" MIN. ON 30" BASD ON MANUFATURING RQ.) Job No. (, ) ONRT SLAB DIMNSIONS AR FOR GUIDLIN UROSS ONLY. ATUAL ONRT SLAB MUST B DSIGND TAKING INTO ONSIDRATION LOAL SOIL ONDITIONS, TRAFFI LOADING, & OTHR ALIABL DSIGN FATORS. S DRAWING NO FOR NON TRAFFI INSTALLATION. (5) ADATR ANGLS ARIABL 0-30 AORDING TO LANS (4) ARIOUS TYS OF INLT & OUTLT ADATRS AAILABL: 4" - 30" FOR ORRUGATD HD (ADS N-12/HANOR DUAL WALL, ADS/HANOR SINGL WALL), N-12 H, SWR (X: SDR 35), DW (X: SH 40), 900/905, ORRUGATD & RIBBD 1-8" - 30" STANDARD GRATS SHALL B DUTIL IRON R ASTM A53 GRAD " - 30" FRAMS SHALL B DUTIL IRON R ASTM A53 GRAD " & 10" STANDARD GRATS FIT DIRTLY ONTO DRAIN BASINS WITH TH US OF A BODY TO. S DRAWING NO DRAIN BASIN TO B USTOM MANUFATURD AORDING TO LAN DTAILS. RISRS AR NDD FOR BASINS OR 84" DU TO SHIING RSTRITIONS. S DRAWING NO DRAINAG ONNTION STUB JOINT TIGHTNSS SHALL ONFORM TO ASTM D3212 FOR ORRUGATD HD (ADS N-12/HANOR DUAL WALL), N-12 H, & SWR (4" - 24"). 5 - ADATRS AN B MOUNTD ON ANY ANGL 0 TO 30. TO DTRMIN MINIMUM ANGL BTWN ADATRS S DRAWING NO " - 30" STANDARD GRATS SHALL MT H-20 LOAD RATING. - 8" & 10" STANDARD GRATS AR RATD FOR LIGHT DUTY ALIATIONS ONLY; NO ONRT OLLAR NDD FOR LIGHT DUTY RATING SILLWAY lit (3) ARIABL INRT HIGHTS AAILABL (AORDING TO LANS/TAK OFF) 01/15/201 8" MIN THIKNSS GUIDLIN MINIMUM I BURIAL DTH R I MANUFATURR ROMMNDATION (MIN. MANUFATURING RQ. SAM AS MIN. SUM) Dt No. A' NON A FLOW ULRT Scl 18" MIN WIDTH GUIDLIN i i i i i i Dwi No. U-2 THIS LAN HAS NOT RID FINAL AROAL OF ALL RIWING AGNIS. IT IS SUBJT TO RISIONS AND SHOULD NOT B USD FOR ONSTRUTION UROSS. NOT FOR ONSTRUTION i

15 NOT FOR ONSTRUTION THIS LAN HAS NOT RID FINAL AROAL OF ALL RIWING AGNIS. IT IS SUBJT TO RISIONS AND SHOULD NOT B USD FOR ONSTRUTION UROSS. lit ojct Dwi Scl Dt Job No. Dsi by Dw by hck by Appov by No. RISIONS Dt TH FOLLOWING IS AN XRT FROM TH NW YORK DUATION LAW, ARTIL 145, STION 209, AND ALIS TO THIS DRAWING: IT IS A IOLATION OF LAW FOR ANY RSON, UNLSS THY AR ATING UNDR TH DIRTION OF A LINSD ROFSSIONAL NGINR, ARHITT, LANDSA ARHITT, OR LAND SURYOR, TO ALTR AN ITM IN ANY WAY. IF AN ITM BARING TH STAM OF A LINSD ROFSSIONAL IS ALTRD, TH ALTRING NGINR, ARHITT, LANDSA ARHITT, OR LAND SURYOR SHALL STAM TH DOUMNT AND INLUD TH NOTATION "ALTRD BY" FOLLOWD BY THIR SIGNATUR, TH DAT OF SUH ALTRATION, AND A SIFI DSRITION OF TH ALTRATION. ANGUARD ii 241 stlb Ro, Rochst Nw Yok pho fcsimil Sht No. ii i i ii i i i i i i i i i i ii i i i i i i ii i i i i ii RTAIL DLOMNT NON 01/15/ JA JMK JA JA D+" MIN. AH SID 12" MIN. " MIN. D NTR LIN OF SWR & MANHOL R=A/2 R=A/2 MIN. I DIA. 12" 15" 18" 24" 30" 3" A B 4'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" '-0" '-0" S FOR INRT SLOS '-0" DIMNSION UTILITY DTAILS STS (TY.) 4'-0" 5'-0" '-0" NTR LIN OF SWR & MANHOL R=B/2 R=B/2 R=B/2 R=B/2 1. DIMNSIONS A & B AR GORND BY OUTLT DIAMTR. 2. INRT SLOS: A.) STRAIGHT THROUGH I-SLOS SHALL B A MINIMUM 0.1' DRO AROSS MANHOL. ONRT BNHWALLS (TY.) B ROWN OF I NTR OF ONING B.) 90 BNDS - ROID MINIMUM 0.2' DRO AROSS MANHOL..) WHR TWO OR MOR IS NTR A MANHOL TH STR OF SLOS ABO WILL DTRMIN TH OUTLT LATION. D.) WHR IS AR OF DIFFRNT SIZ, SLO SHALL B AS DTRMIND BY ONTRAT LANS..) RQUIRS SIAL MANHOLS AND DTAILS. SLO ½"/FT. (TY.) SRINGLIN Dwi No. U-2

BLDG-2 STE- STE- STE- A3-1.0 PFLUGERVILLE RETAIL CENTER. Tchen Architects 1300 WEST PFLUGERVILLE PARKWAY BUILDING-3 SHELL FLOOR PLAN

BLDG-2 STE- STE- STE- A3-1.0 PFLUGERVILLE RETAIL CENTER. Tchen Architects 1300 WEST PFLUGERVILLE PARKWAY BUILDING-3 SHELL FLOOR PLAN ST- 150 ST- 160 < 43'-9", 60% OF 72'-11" ST- < 48'-9", 60% OF FACAD LNGTH 81'-3" BLDG-2 < 27'-2", 60% OF FACAD LNGTH 45'-2" 140 ST- ST- 130 120 < 60'-3", 60% OF FACAD LNGTH 100'-6" HORIZONTAL ARTICULATION