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REVISIONS DATE I BY l'—s' I� 23'-9" 2X4 WALL W/ @ 16' OC & 1/27 STUDS OSB SHEATING STONE VENEER 25'-OP 001 25'-U' PRE-FIN MTL PNLS PART OF METAL BUILDING 200'-C n5 25'-O�' 25'-0!' X 25'-O�' 25'-OP 23'-9" V� l'—s' z PRE-FIN MTL PNLS PART OF METAL 'BUILDING 2X4 WALL W/ STUDS @ 16" OC & 1 12" OSB SHEATING STONE VENEER v-07 i N a� 7'-3' 6' -7" 16'-1" 16'-1" 16'-1" 16'-1" 16' -1" 16'-1" 6' -7 4P-5 4 . 1/2" 4'-5 1/27 4'-5 1 /Z 4'-5 11/27 3'-7,1/2!' 3'-7 1/27 4'-5 1/2" 4'-5.1/27 4p-5',11/27 1/27 4'-5 1/2" .1 /27 4P-5 1/27 4 -5 1/27 4 -A N 73260 0 . EXPIRATION DATE 2/28/06 o - I I - t) !r 7 0 04 "t 00 r 0 Lo Ln Li ui - - - - - - - - - - - - - - _ i —E I - r- C) r- 04 0") 2'-;7 8' -1 " 8 Z3 @ 2X12 BM Z3 @ 2X12 BM ry 2'--l" 2'-7" 2'--7" W1 1/2' PLWD SPACERS W/ 11Z' PLWD SPACERS f I I LLJ -2-2X12 BM BELOW TOP PLTS BELOW TOP PLTS 2-2X12 BM— 2 BELOW TOP PLTS BELOW TOP PLTS _ 12 5 11Z' 201'-1" 5 1 /2" 202'-C FLOOR PLAN BLDG O CL 0 < ry M F- (_y LJ F__ ry 0 m 0 Al 1 1n F_ < N 0. n.Lfff 2FRONT ELEVAMN 8_LDG PPA 3 SIDE ELEVATION BLDG 9D �p tilt �, LoT BLDG yp r p A vo,\ c; mo 7 0 cn ch- III L-Li CD 0 LLJ u V ) f c ) Llj V) C/') ry m ry 0 m L-Li 00 Lli D 0 n cf) 0 I BLDG yp r p A vo,\ c; mo CARWASH PORTION LOT 4 '19'I° OCO � i I i , ; °J 12' — 200'—OP BLDG E BLDG D I ® PROPOSED SF Nt a. 15,625 SF VACANT SUPER CGM MESQUITE VACANT COUNTY D SUPPERS BUILDERS FLOORS OFFICES 1524 SF 1625 SF 940 SF 2340 SF I O n. D �® I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 SP 9' H I H 11 SP 9' 12 SP 9' 12 SP ® 9' LOT 5 LOT 6 1 11 SP) 5SPI @9' u zo 5SP ®9' i 0 �Eb I 1 SP09' 0 5 S 09' VEC I N ITY MAP I 1H 1H 0 O NTS LEGAL DESCRIPTION 2.427 ACRE TRACT - ZONED Cl 0 a te o, r LOT 4,5,6,7 AND DATE PORTION OF LOT 4, BLOCK 2 BLDG D EDELWEISS BUSSINESS CENTER 11/11/05 O TANNING SALON COLLEGE STATION, BRAZOS COUNTY, 11,332 SF OWNER QED A�' SOUTHWOOD WEST GROUP 1,324 SF PO BOX 10220, COLLEGE STATION, TX 77842 (979) 693 -1617 O PROJECT ANALYSIS ra2so.••• TE 0� TOTAL LAND AREA (5.451 AC) 237,480 SF BUILDING A 16,800 SF 8 SP BUILDING B 15,625 SF /06 BUILDING C 2,400 SF O BUILDING D 11,332 SF DOLLAR GEN I sA i O TOTAL BUILDING AREA Lo I RETAIL AREA 'n TOTAL PKG REQUIRED INSURANCE 4 SF : 250 9,100 SF 5 L, =, -I`Z A 15 OFFICE HANDICAP 10 SP O 808 SF 1 TOTAL PARKING 278 SP z z z LOT 4,5,6,7 AND DATE PORTION OF LOT 4, BLOCK 2 8/27/05 EDELWEISS BUSSINESS CENTER 11/11/05 CRAWFORD BURNETT LEAGUE, A -7 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER QED A�' SOUTHWOOD WEST GROUP PO BOX 10220, COLLEGE STATION, TX 77842 (979) 693 -1617 �l,9 • PROJECT ANALYSIS ra2so.••• TE 0� TOTAL LAND AREA (5.451 AC) 237,480 SF BUILDING A 16,800 SF BUILDING B 15,625 SF /06 BUILDING C 2,400 SF BUILDING D 11,332 SF I sA i - -- TOTAL BUILDING AREA Lo I W o 'n TOTAL PKG REQUIRED 4 SF : 250 - SP 5 L, =, -I`Z A 15 PARKING PROVIDED HANDICAP 10 SP CUSTOMERS / EMPLOYEE 268 SP 1 TOTAL PARKING 278 SP THIS PROPERTY DOES NOT LIE IN 100 YEAR FLOOD PLAIN FEMA -48041 CO 182 C EFFECTIVE JULY 1992 REVISIONS DATE BY 8/27/05 CB 11/11/05 CB QED A�' • CS C i �G n �l,9 • ra2so.••• TE 0� ��� 0 EXPIRATION DATE�(,28 /06 z L0 _U Lo I W o 'n rill 0 W z 0 z z z � o —.F - x x m � ry Q m n ,- U Q � -y- � W = Z U m Iy U < ° x w I— z O Q E— W � J J O LLJ U L.LJ DO m U d (0) O Ld C) ry x C) m J W BLDG 99 E 99 S r-,% ulwlos - P216 REVISIONS DATE I BY 1' -3" I� 23'-9" 2X4 WALL W/ STUDS @ 167 OC & 1/27 OSB SHEATING STONE VENEER 25'-Y' 25'-U' PRE-FIN MTL PNLS PART OF METAL BUILDING 1I 99711me ral 25'-(Y' 25'-Y' I Lei 25'-OP Fa 25'-U' 23'-Y' V� l'-s' z PRE-FIN MTL PNLS PART OF METAL BUILDING 2X4 WALL W/ STUDS @ 16!' OC & 1/2 OSB SHEATING STONE VENEER 1' -0" 0 C14 E 1 :4 -6'.3' 6 7'-3' 6'-7' 16' -1 16'- 1 16'-l" 16'-l" 16'-l" L 0) 31-7 1/27 4'-5 1/27 4'-5.1/2!' 4'-5 11/27 4'-5,1/2!' 4'-5 1/2!' 4' -5 1 /2" 4'-5 1/2" 4'-5.1/2' 4'-5 1/27 4'-5 1/27 4'-5 1/27 4'-5 1/27 3'-7 0) 5 c 8 ;v 00 10 1 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2' 8 , -1 lp 8 , -J fy z 2'--7 2'- 2' 1" 3 @ 2XII 2 3 @ 2X12 BM BM 2' . 2'-7" 2$--7'p I . I W/ 1 12' PLWD SPACERS W1 11Z' PLWD SPACERS I 2' 1 _2-2X12 BM BELOW TOP PLTS BELOW TOP PLTS 2-2X12 BM— >, 1 " BELOW TOP PLTS BELOW TOP PLTS '' 12' Y' 1 12-Y 5 1 /27 FLOOR PLAN BLDG pp E! 9 201'-l" 202'-C�' 5 1 A ...... 6 IN OF EXPIRATION DATE 2/28/06 x LLJ 1.4109 .2FRONT ELEVAMN BLDG Op E� SIDE ELEVATION BLDG 4 C 6 ,T 5 , 0 0 , I- Lo 0 L0 Li U) f- ry 0) 0 0 W u u Ld cn U cf) ry =D m ry 0 m 3: LLJ cf) n x Ld F 86 0 m IL m F_ ry 0 C) m n- < 0 (N x LLJ 1.4109 .2FRONT ELEVAMN BLDG Op E� SIDE ELEVATION BLDG 4 C 6 ,T 5 , BLDG 29 rp 7 0 cn Lij 0 W u u cn U cf) ry =D m ry 0 m 3: LLJ 00 86 W 0 ry IL BLDG 29 rp L_ 2 0' DRAINAGE & UTILITY EASEMENT --- __j SOLID SOD SOLID SOD LIVE OAK 302'85' - S42'S5'36"E 1 Be 1 IVE LLK—e@ 3 DUMPSTERS 0 m H I SOLID SOD 1IBC SOLID SOD a 6 SHRUBS ® 10 SHRUBS ® GROUND COVER BLDG B GRO UN D OVER ® 0' 1 B O 3 ® c 8 SHRUBS zo N N I V 'z ui GR UND OVER 1 LIVE OAK ; RB ND VER 10 SHRUB ( ®®® SOLID SOD 12 SHRUBS 8 SHRUBS i 14 MTES: n e _ .A E E EDELWEISS ESTATES, PHASE 7 —B LOT 11, BLOCK 22 VOL 3805, PG 48 ZONED — R1 _ 106' -3" OFFER L: L HIGH CMU BLOCK WALL 25' LM13SCAPE B 12 - SP2 EXIST 6' TO 8' HIGH CMU BLOCK FENCE _ g54'2333 "E 142.41, 1 B0-\ N SOLID SOD 25 LANDSCAPE BUFFER + - S5423' 1 Be '� p 91.19• 60.5 1 LIVE OAK i 6C 2 LIVE OAK ` SOLID SOD 1 Be S 1 B ' SOLID SOD ®®® ®� 1 BC b 1 Be Be 1 000 0000 0000 ®® ®0®®®®®®®®®® 0000® N i3 ®�� ® ® ® ® ® ®.� ®� CREPE MYRTL — 1 Be 0 0000 0 0 000 0® 0 GROUND CO ® f 37 SHRUBS � Afto ®® ®0 ® 00 ® ® - -®� ® `� 100 SHRUBS 1 Be `,.,,� A +J 0 1 CREPE mm ® ® 29 SHRUBS 10 SHRUBS ® 15 SHRUBS ®® 0 34 SHRUBS 1 uVE OAK 00 0 0 ( ® GROUND COVER BLDG E GROUND COVER ® Q , FM 2154 ( WELLBORN ROAD ) SITE PLAN — LANDSCAPI 1" 0 30' -0" IRRIGATION PLANS MUST BE APROVED BY CITY OF COLLEGE STATION PRIOR THE CERTIFICATE OF OCCUPANCY IS ISSUED REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE SHALL BE INSTALL AND TESTED AT EACH IRRIGATION SYSTEM AS PER CITY ORDINANCE 2394 ALL UNPAVED GROUND AREAS SHALL BE COVERED WITH SOLID SOD - ST. AUGUSTINE OR WITH GROUND COVER ALL SHRUBS SHALL BE ENCLOSED IN 30" WIDE MULCH AREA WITH METAL EDGING EXCEPT WHEN PLANTED AGAINST BUILDINGS IN WHICH MULCH AREA SHALL BE 3' -O" WIDE WITH METAL EDGING. ALL DISTURBED EARTH BE COVERED WITH SOLID SOD, GROUND COVER OR SEEDED GRASS PRIOR OBTAINING THE CERTIFICATE OF OCCUPANCY LANDSCAPING SYMBOLS Fl �l .® •~ Oft'd mm" i ^t lanni kq ile 1 CREPE a COVER 4COVE— '1 2 B G O 1 BC l 9 SHR UBS GROUND COVER a PROJECT ANALYSIS TOTAL LAND AREA 237,480 SF TOTAL LAND DEVELOPED AREA 189,984 SF FRONTAGE LF (600 FRONTAGE LF - 70' DRIVEWAYS) 530 LF STREETSCAPE REQUIREMENTS 2 1/27 CALIPER LIVE OAK NO OF TREES 530 LF : 25 QUERCUS VIRGINIANA 530 LF : 50 X 300 3,180 PTS BC 2 1/2" BALD CYPRESS- CANOPY TREE NO OF TREES 591.25 LF : 25 TAXODIUM DISTICHUM NO OF SHRUBS 591.25 LF : 3 1 1/4" CREPE MYRTLE -- NON CANOPY TREE LANDSCAPING REQUIREMENTS LAGERSTROEMIA INDICA ® 5 GALON SHRUBS 5,700 -3,300 (22 X150 STEETSCAPE TREES PROVIDED) BURFORD HOLLY -- ILEX CORNUTA BURFORDY SHRUBS 330 X 10 PTS INDIAN HAWTHORN - RHAPHIOLEPIS INDICA TOTAL WAXLEAF LIGUSTRUM - LIGUSTRUM JAPONICUM Fl �l .® •~ Oft'd mm" i ^t lanni kq ile 1 CREPE a COVER 4COVE— '1 2 B G O 1 BC l 9 SHR UBS GROUND COVER a PROJECT ANALYSIS TOTAL LAND AREA 237,480 SF TOTAL LAND DEVELOPED AREA 189,984 SF FRONTAGE LF (600 FRONTAGE LF - 70' DRIVEWAYS) 530 LF STREETSCAPE REQUIREMENTS DATE NO OF TREES 530 LF : 25 22 TREES - CANOPY 530 LF : 50 X 300 3,180 PTS BUFFER REQUIREMENTS —REAR NO OF TREES 591.25 LF : 25 24 TREES - CANOPY NO OF SHRUBS 591.25 LF : 3 198 SHRUBS LANDSCAPING REQUIREMENTS 189,984 SF : 1000 X 30 = 5,700 PTS 7,050 PTS 5,700 -3,300 (22 X150 STEETSCAPE TREES PROVIDED) 2,400 PTS LOCK 2 r, PG 268 C1 STREETSCAPE PROVIDED DATE CANOPY TREES 22 TREES SHRUBS 303 SHRUBS BUFFER PROVIDED —REAR CANOPY TREES 25 TREES SHRUBS 201 SHRUBS LANDSCAPING PROVIDED CANOPY TREES 47 X 150 PTS 7,050 PTS NON - CANOPY TREES 6 X 40 PTS 240 PTS SHRUBS 330 X 10 PTS 3,300 PTS TOTAL 10.590 PI'S ;ROUND COVER D•UMPSTER 1 Be GROUND COVER 8 SHRUBS r CO MPLIA NCE COLLEGE STAT REVISIONS DATE BY 8/27/05 CB l 'c Q4'�GJC� OF �4 EXPIRATION DATE 2 /28/06 Z O It L0 Li m O 0) Li I— Z Z_ Z w O Z Li m � � a m F_ W I_ lE o M Z U m (3 Q N V) Q X LIJ F_ 2F 0 V) W 0 w —' Z W J U ' ^ V I 00 N Q V) U7 m V) F_ 0 W ° Z n E— Ld O m 0 0 W BLDG SP-3 oa-Zoi 11(!4 X05 yz. L 5 1 F N c14 iV a v I 0 190 189'—l" mw; 2X6 WALL W/ STUDS 0 1 6" OC & 1/27 OSB SHEATING PREFIN MTL SIDING 2X6 WALL W/ STUDS 0 16 OC & 1 /f OSB SHEATING STONE VENEER W/ HARDI BD 3'-711 1 as-1" ZX,6 WALL W/ STUDS @ 1 6!' OC & 1/27 OSB SHEATING STONE VENEER W/ HARDI BD 1 ezo-11 Ir'l—in I r-s—l" 6'-7' , 7'-3' 3'-5'3'—T J 2 2 7 ------------ - 1 2 -7" 1 " 3 0 2X12 BM 2 1 --7" 2 27' 'I's 2'--l" 2' ... 1 -- 1 W/ 1/f PLWD SPACERS I 1 2-2X12 BM BELOW .TOP PLTS 2 -2X12 B 12'-,9 M— BELOW TOP PLTS TYPICAL BELOW TOP PLTS --------- FLOOR PLAN BLDG 12'—Cr TYP HP SIDING STONE zb� 7- �:Q 1 /� 2� END ELEVATION (NORTH) BLDG 2FRONT ELEVATION BLDG 11 r , 1151=11-Y MATCH EXISTIN FINISHES WITH BLDG )) B LOT 5 & 6 CL BLDG 6'-0' 6'-0 12'-0r p I - 1 X8 HP TRIM 58'-0" L 36'-6' 5 1 If 0 IF 2X13 WALL W/ STUDS 0 lEr OC & 1/2 OSB SHEATING PR FIN MTL SIDING 2X6 WALL W/ STUDS @ 16" OC & 1/ OSB SHEATING STONE VENEER W/ HARDI BD 80 n 1 STONE i L2 - 1n 3 END ELEVATION (SOUTH) BLDG 11 �p - 1/8 " = 1' -0" I 2' V11, T-11" r NI ao C V �> REVISIONS DATE BY 4/11/08 C B 4/29/08 C B A RC 13260 ���P EXPIRATION DATE 7/31/08 0 0 14 Lr) L0 LLJ ry 0 ry Lli 0 cn n x Lti Lli m Of :i M n bi 0 m :: F :z C-) m ry < — 0 04 0 ry Lli LLJ ( D LLJ 0 LLJ C) Cn LLJ M ry o ) Li 00 LLJ D 0 O:f C) V) 0 -i BLDG rp A- 1 20' UTILITY AND DRAINAGE ESMT EDELWEISS ESTATES, PHASE 7 -B ______- LOT 11, BLOCK 22 20' UTILITY AND DRAINAGE ESMT VOL 3805, PG 48 EXIST ZONED - R1 670 8' HIGH CMU BLOCK FENCE -- ---- -_ ._ 25' LANDSCAPE BUFFER _ S54'2 i 142.41 T --- 25' LANDSCAPE BUFFER g0.57' - S5 S42 55'36 "E - cli U j w 200' -0" J PROPOSED BLDG E I 0 0 0 CL PROPOSED 25 WIDE _. -PRIVATE ACCESS,___ EASEMENT O 00 W N co 3 :: 0 a` _ U O m rn 1 uj =1-Jz 0000 F&MELM n 1 0 EXIST I c o A c rely. cc La�tdl�o off+ I I I' EXIST 5SP©►9' 8,126 SF ° RE HANDICAP D R MP I I EXIST F CONC WALK I I I c0 CONC CURB RE:4 &5 -SP2 I I zo I co 6 " I AV" N I �r , w 108' U E IST 9' 36' 0 ' E IST 9' r 1 H 1 H I I EXIST 4 SP ® 9' 1 SP XiST ` X / IRE EXIST 2 SP p 9' LANE w DUMPSTER 9' 7' 9' - f- EXIST UTIL ESMT vi d. w EXIST 34' -d" w 1 X / N 6 CONC PVMT TYP NEW N w I ' eo 11 .00' N47�03'5E?lw I 11 I I I ------ - - - - -- N PHASE 2 I 1, V Ai � � FH a z N W 0 EXIST 15 SP ®9' EXIST DUMPSTER F] I 1 I I I EXIST i 1 BLDG C I ° - I I— —� 2,400 SF ( 2 N ui _ I RESTAURANT I L� I — I i r .l — I 1 H 2 SP � FIRE LANE -TYP 00 I Q I I N NN I I I W I I�(n O - - - - - -J EXIST I o f ; _� Q mr I BLDG D M o�W 11,332 SF I I { ( r i �° t— J z I I �o> i I I I I ® I I i 8 I I X W� I OFFICE/ DOLLAR GEN I I I RETAIL RETAIL I I w I I I I I zl <- J L— I i N of I w El L - - -- -- - - - - -J I I I EXIST I I I EXIST EXIST I I -- I 1 F--- EXIST EXIST 6" CONC PVMT TYP PHASE 1 I I 1 2 SP ® 9' 1 0 25'1 BLDG LINE zo L- LOT 6 I ' _ I i - I I EXIST 0 OSP ®9' 25_BLDJI LINE /EXIST ,35'x85' LOT 1 —p" LOT 8 ACCESS P '� EASEMENT EXIST UTIL ESMT 11$.00' — N47'03'S8 'W 147.00' — N4T03'58 'W 298.03' - N47'03'58 'W FM 2154 ( WELLBORN ROAD) SITE PLAN �d 100' R.O.W. ( ASPHALT PVMT) SCALE: 1" = 20' -0" , annin EXIST CONC APRON EXIST 35'x85' ACCESS EASEMENT fi 1, 0 EXIST C APRON EXIST 85' PRIVATE ACCESS ESMT & PRIVATE DRAINAGE ESMT EXIST CITY OF BRYAN 20' ELECT ESMT EXIST CITY OF CS 20' UTILITY ESMT 4- REVISIONS DATE BY 8/27/05 CB F,�• r ,C� EXPIRATION DATE 2/28/06 z 0 O LZ uj w LL' r O Ld N Z • z Z F- O • - _z _ U W � m � � z W Q I_ F_ o m = z U m U Q N X W 0 Q W 0 w i Z W U V) W m N 0 m O � t/1 � W o ry z F 6 ~ Li o M 0 W BLDG S 44 -201 L Ic1�05 2:?.p END 'PROPOSED la CA BEVEL END OF PIP V PIP CONTROL PLATES 0 EN[ r IN DETAIL OF OUT Col GRIND WELD 09 GALVANIZED PAINT: PROPOSED 17' 4" x 13'-4"' x 4" CONCRETE APRON FL 18" o C.M.P.-.0 END- TO .HAVE 6' URB AROUND PERIMETER WITH .8-2", OPENINGS . ACED 2 O.C. IN DOWNSTREAM CURBING ONLY FL AP -325.00 END PROPOSED 18"0 C.M.P. DO NOT PROP. 1 6' =4" x 12' x 4" CONCRETE APRON BEVEL END OF PIPE - WELD OUTLET -R*kePO 4 IC TO HAVE 6" CURB AROUND PERIMETER WITH CONTROL PLATES ON END OF PIPE: AS I P 2. WIDE X 4* THICK R EINFORCED CoNCRM R 4,11 .UHANNEL - LIAIL OF OUTLET CONTROL STRUCTURE EXIS CMLI BLOCK WALL - DESIGN CHA CHICK TO 8-2" OPENINGS SPACED 0 2'"2" O.C. IN RIND WELD SMOOTH AND PANT WITH BY OTHERS � (DO ' N OT DISTURB) EXISTING LET EL TO BE 6 - DEE P--OW NATURAL DOWNSTREAM CURBING ONLY 2 70 GA. N 29.b0 PC�jfjy LINE is S.W". 10:1 S A-1 aNr T6- DR 00.) L 18" 0 P. 0 END-328,00 EXISTI G REIN FL325.89 FL APRON-327.25 ITH rJNFORi EXISTING W ♦ M 3! PROPOSED 2' WIDE RE INFORCED' CONCRETE P i /7 - L FL APRON�327.qt ---- AND-HEADWALL_T0 BE OVED 11 42" - :1; rv, FL PILOT CHANNEL=327 36 PILDT "S".0 �0.54* G RAD .302-8 1°6332.5 1°6332.5 5' PROP. 6 THICK REINFORCED T PILD'r CHANNEL of, WE " ET 53) X26.16 .16 TC331 CONCRETE WINGWALL C3, 3 PROPOSED 2' WIDE STRIP 4 �6 RIVER ROCK FL , 32643. FL APRO 'Ho HAND PLACED AS SHOWN y S j 'PROP. 18 LF. 18" 0. C.M.P. ISTIN 8' 10 P.V. T 2.8 MIN rED .50 --A 1 .1 4.1 EXISTING CMU BLOCK P -2.OSX GRADE ROPOSED JUNCTION BOX 70331.90 v (00 ,NOT DISTURB TOP328 FL -32"7 "7 M EL is ire TC331.59 TOP330.96 .P330 TC331.59 FL APRON=327.1:5 2 00 PROPS Ty u FL CHANNEL-327.50 ON PON* FL Towl.68 DETENTION 1t P A APRON= 32 -----.P #2 /-FL 330. 6 28.9r. TC331.59 TOP330.96 I PROP. V L.F. is 0 C.M.P. PROPOSED ON BOX FL328.96 IF ® -3.56% GRADE - 331.86 TOP330.96 F L3 6 � L I a • F. '. ,331.50 v 0 C-M.P� v T0330.31 4 A W ''H SLOTTED DRAIN TP,329.81 > P ROP. 35.45 L.F. I Ot A TOP330.9 TP331.*86 F1,328.16' V AS - 375 IUCTURE AINT WITH CED. CONCRETE- IN OW NIETE Box APRON AROUND M (DO NOT DISTURB) T63 3.12 T0332.18 TC 33.,tS TIC 320 TP331.86 TP33 .86 m331.86 ROPOSED JUNCTION 80 FUTURE BUJILDING c a I P330.96 FL328.96 Z TC332.36 332.36 TC331.35 w UARE FOOTAGE TO BE DETERMINED) T0331.77 T0332. 8 To 32. T0332.13 / T ROP. 116.07 a to TC3 .50 .. " 0 of V A _END 18" 0 C.M.P. PROVIDE CON M.P. W171-1 SLOTTED 10 TC334, TC332.24 PLUG IN END TOP330.96 FLZ2 BUILDING B, TIN 331.9 (15 76 332. 26 ,625 SQUARE FEET) TC33 6 PROVIDE 2' WIDE CURB 2.31 E-OU AS SHOWN TC32 7.3 F. 331 .98 TP32 23 TC32 TC329.42 .32 > TC332.49 TP32 TC334.65 T0329.37 TP328.87 TC331.93 END 18 ".0 C.M.P. PROVIDE CONCRETE TP328.87 �' ., TC332.54 TP328 P LUG IN END TOP325.37 FL326.37 ♦ TC329.37 TC329,37 TP.331.36 TW331.98 TW331.98 > DETENTION POND, #2 TP328.87 TP,328.87 • �PROFI. 145,4;8 LF. 18" 0 PROP. J TC329.48 BOX TC329. hop. NCMTIO TP318.98 TC33236 TTED DRAIN A Tc TW331.98 TW331. 8 RP . 19 PROF`;. JUNCTION TOP328.31 FL326.37 A TF328 - 7 C-M•P. WITH SLOTTED DRAIN TOP328i37 FL3 6 37 ------- I P� . .1 TW331 TW3311.98 P Vj,T, 133�I L I O L.F. ia ; TC 7 A A DETENTION POND #2Tc,329.82 .40 TP329.32 TP .90 TC:334.� 32.3� PF O.P. (NO S 4 7.52 t.F 0 D . 1 N) 0 31.96--/ T 332.3i i 76331.59 C.M 76332.75 T *.P TP328.87 0 32 TC329.37- v IV 8.6 TP3 .87 PROF. 76. 2 L.F Is' TC330.51 . 6 To 2 TC333.00 TC3��8'; 7 L0 332 TP330.01 - 76332.01 A C' 1ff m I H S-OTTEQ DRAT 1 4 TC329.52 • TP331.46 T6331.96 TC TP,3701.02 (.0. A D # TP330.1 9 TOP330.46 TOP330.96 FL37 TC330 3 mo 0!1 T 331:$1. DETENTI POND TC331,�96 DETENTION PON A -8.96 TF N \_END 18" 0 C�M.P. ROVIDE. CONCRETE PROP. 256.41 L.F. 15" 0 C.M.P. WITH SLOTTED DRAIN PROPOS JUNCTION BOX T0329.76 Tw� TC3 .57 ai PLUG IN END 330.96 FL . 328.96 END -18" 0 C.M.P. PROP. CONC, TOP330. 6 FL328.06 - TP3 9.07 76331.96 TC33 .96 PLUG IN END TOP328:37 FL32;f7 U) PRO SED JUNCTION BOX To 37 -FL325.37 .4, 6 \-TC329.76 TP3 :87 2 a TP329_ TP329.26 T6329.42 p A A A 76332.2. u) TP328.92 TW330-59 �2 TP328.87 TW330.69 TIC329.12 C4 TC3.32.'08 TP328.62 TC: 37 TW330.69 z w 0 TC332.06 07 9. =9.37 329,34 TC329 88 TC329.37 FG330.49--\� - TP329. 8 TC332 TP: .87 0.59 w T0332.57 Td332, . §7 T� 28.87 TP328.87 \-TC33 co T0332.06 TP33OD9 a In T0329 37- TIC329-54 T0330;02./, . w V TW332.63 TW332.63 TW332.6 TP328:87 T.P329.04 TP329.52 ci z \- TP328,87 T/ 04 W330.87 0 T0330.72 PRO SE 'BUILDING A %a TP330i22 B z DG. "B" I. D 'to v 0 z L z TC329.56 I >0 0 A -.,, X -1 F.F. 330.82 li TC332.34 (1'6x SQUARE FEET)' A TP329106 0 10 t o x IL 0 n TF`328..67� t C4 70330.59 A -TC32 2 33 0:-q I . TP330.09 F. A . = - 2w, --.69 3,32.63 Z W 0 < TW33O Ri /- 7P328.87 F0330.49-\ 329.72 Q TF`328.8�'-N a. d T0329.54 TC v, T0329.56 TP329.04 333.28 A TP329:06 Li T0330.59 _1 1/2" DROP F.F. TO TP,329.91 RAMP (i 2 TW33 .63 TC330 . .7 2 w 0 TP330.09 TOP WALK CTYPICAL) TW332. TW3 2.60 3C.87 TP330.22 330.37 330.74 329.87 76330-' 330.24 TP332.063 A TW332.63 TP 32.03 TP 3C. TW330.69 TP330. TW332.63 Tw332.53 TW332.53 3259 11 TC%,30.72 TW330.87 TC TW332.53 32.53 63 A 332. A TC3 330.69 ❑ 13 El 0 13 E3 13 11 13 13 13 13 11 13 TP332:09 330.22 TC329: 7 7032 .89 332.67 76332.59 A 76329.37 s T 30:5 TC 42. 3 TV 3,32.5 1 1 W332,53 330;66 TO 30.7,' TP328. 7 TP TP32 .19 PROPERTY LINE IS HIGH POINT - WATER IN TC33 .59 . 332.6 1 330.14 TP316.87 TP328.87 To . 330.35 TP32 .44 TC 30.4c CAR WASH PARKING LOT DOES NOT.ENTER v v TIC330.72 SUBJECT PROPERTY TP330.22 TP; 99.91: A T 5.300.85 � • TP3 6.35 TP332.19�\ UVI ] TP329.85 TC330. ♦ TC332.42 1 332.42 TC332.42 TC 2.42 TP3 TP329.65 TP329.S5 V TP329.85 TP,329.85. TP329. 2 29.85 T0330.35 TC330,35 70340. 1 -4 331.92 TP331.92 TC330I54 TP329.85 TP.�29.85 TP329.64 TP330.04. TC330.61 TP329. TP327.40 1 57 TP32 .18 TC327.90 TP3130.11 TP-530.0 N v v < T0331.9 %ft. TP331.4 TP331-24 TC330.04 CONSTRUCTION EXIT TC331_55 TP329.54 < 76332.10 (SEE DETAIL THIS SHEET) TO 32 INSTALL SILT FENCE AND HAY .1 35 P SALES THIS. AREA AS SHOWN T0332.10 TP331.8t, TP3 . 31.05 as T032 .80 A 35 TP 1.34 .30 TP332.2_1� TC 3 11,33 -TC 1 329 TC330.36 _34 TP329 v P D . AfID WIDE CURB LEAVE OUT E - - 5 WIDE CU RB LEAVE -OUT R E 5 WIDE CUR LEA -O EEXIS�MNG TC330 332.49 �mq. 35 T 44 to To 1 .37 7331.99 ;2 , 70229.90 1-98- A > T.C331.37 29.40 > .0 1 TP� 31.9 TC3. -TC332.49 J TOP331.92 . 9 76331:99 > P4 P331.92 12.49 , TP331.99 .9 I 332 W w w TC332.75 v G339_4 F0330.24. FG330.04 FW DETENTION POND #1 w _w 7 1.330.33. FL330.17 FL329.92 F/6 29.75- ep PROPOSED CMU BLOCK N_ FG32 SL E=9.8 - - 54- --FG329 PROVIDE 5 WIDE X 4" THICK REINFORCED CONCRETE RIP -RAP AS SHOWN w w 8 FL3942 FL329.6 I . _ FG329., FG328.94 a7 - LEAVE PR PRIDE 4' LEAVE -OUT WIDE CURB LEAVE TOP WALL-330.35 F0328.84, w W_ 32 8 75 FL328;64 F0328.69 DE D FL319 FG328.30 ND # FL328A 0 W FI ml-rr- FL328'04 _w� 3211.110 FL328.25 > (SEE DETAIL THIS SHEET) T.P329.50 TCOR. '328 vv W_ 3 FL=329.85 IV OUTLET CONTROL STRUCTURE FL-329.17 4d W 328 DITCH TO EXISTING 27" 0 R.C.P. 350 - ED AUSTIN STONE (SEE DE!AIL THIS SSHEET) ------ . III - DRAIN 32.-19 TC33Z69 PROVIDE S' WIDE.X 4" THICK REINFORCE EN TP332. 329 .33o 328 11-12 1, - 327 332 TO P331.92 331- P.� 4 W ;33 .92 F1.329.17 302.0.6' C3.32..6 "FALL-320.85 . PROPOSED. I f -329 195 TOP RX A ITIM PROPOSED CMU BLOCK 7 FL EXISTING DITCH VIDE 2' PROPOSED 2' WIDE CONCRETE PIL _Z (SEE DETAIL THIS SHEET) Tco 330.00 TP6 :329.50 3 FL=329.85 30 3, - ��c NORETE PILOT CHANNEL 0-0.509 GRADE OUTLET CONTROL STRUCTURE FL-329.17 4d DITCH TO DRAIN CHANNEL W (SEE. DErAJL THIS SHEETN 328 DITCH TO EXISTING 27" 0 R.C.P. 350 - ED AUSTIN STONE (SEE DE!AIL THIS SSHEET) ------ . - DRAIN 331 �uqrw f'JF-TAII T IS SHE97- PROVIDE S' WIDE.X 4" THICK REINFORCE EN TP332. 329 .33o 328 11-12 1, 327 SHg TP331.27 //x FL325.95 gkC�AVEMENT 9, TP 332.27 332-23 TP TP 332.1 Q TP WnNG N RETE DRIVEWAY-/ T 331.82 33 TP 331.16 EXISTING REINFORCED CONCRETE SLOPED HEADWALL 7L-321L56 PROPOSED REINFORCED CONCRETE SLOPED MATCH EXISTING TP-329.00 .16 ATCH EXISTING TP 0 HEADWALL (SEE DETAIL SHEET C3) CVERIF*r) PROPOSED REINFORCED CONCRETE CONSTRUCT 4" THICK E TING 2-BBL 24*0 R. C.P. REINFORCED CONCRETE P R.P. 331.00 FL 2-BBL 24" 0 R.C.P.-325.93 SLOPED HEADWALL (SEE DETAIL SHEET ca) F*M 21 - (WELLBORN ROAD) SLOPED HEADWALL AS SHOWN U.S.. FL - 3279707 MATCH EXISTING TP 0 PROVIDE & INSTALL 151.41 L.F. 2-BBL 24" 0 C-76 R;C:P. 0 �0;60% GRADE CONSTRUCT 4", THICK REINFORCED CONCRETE SLOPED HEADWALL As SHOWN D.S. FL = 328.58 MATCH EXISTING TP 0 FL 2 -BBL 24" 0 R.C.P.-325.47 MATCH EXISTING TP 0 R.P. 331.56 (SEE PROFILE DETAIL THIS SHEET) R.P.-329.00 (VERIFY) R.P.=329.00 (VERIFY) (100' RIGHT-OF-WAY) FISM. 2154 (WELLBORN ROAD) PROPOSED 91 L.F. 2-BBL 24"0 R.C.P.0 -050% GRADE! (SEE PROFILE (100' RIGHT-OF-WAY), THIS SHEi6 NOTE: CONTOURS ARE TAKEN FROM TOPOGRAPHIC SURVEY OF EDELWEISS * BUSINESS CENTER, LOTS 1-6, BLOCK TWO, 2.532 ACRE TRACT, CRAWFORD BURNETT LEAGUE - ABSTRACT NO. 7. COLLEGE STATION. BRAZOS COUNTY, TEXAS PREPARED BY MCCLURE ENGINEERING, INC. DATED DECEMBER 10. 2002. BENCH MARK: SQUARE CHISELED IN THE EAST CORNER OF THE ELECTRICAL TRANSFORMER PAD LOCATED BEHIND TIGERLAND EXXON AT THE CORNER OF THE INTERSECTION OF F.M. 2154 (WELLBORN ROAD) AND ROCK PRAIRIE, ROAD. ELEVATION = 335.20 (NGVD) TRAFFIC. CONTROL NOTE: TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED BY SEPARATE CONTRACTOR, ie, ONLINE, INC.., ACCORDANCE WITH TXDOT STANDARD DETAILS AND SPECIFICATIONS. SCALE: 1 30' 80. (SCALE IN FEET) PREPARED FOR: SOUTHWOOD WEST GROUP 160 P.O. BOX 140220 COLLEGE STATION, TEXAS 77842 TELEPHONE: (979) 693-1617 PROFESSIONAL SERVICES PROVIDED BY: L.A. BERRY, P.E. BERRY ENGINEERING COMPANY 1811. ROSE STREET BRYAN, TEXAS 77802 TELEPHONE: (210) 884-0065 AGENT TO OWNER, KEN "EARL" HAVEL 11379 POST OAK LANE BRYAN, TEXAS. 77807 TELEPHONE- (979) 280-5581 E-MAIL- earl havel0ea rthlink.net W Z 0 LL 0 O Q W c m u 0. z A0 F- < It If c1j te) O w .:� � 1 1 r L q u wt-o 0 (L () E r N :E I- LO W < Fx w vi Ld wwcn 0 3: - W F_ Z w I- D w z w Z 0 2: z z M IL 0 It Ix W W _j W w ::) 0 Z V) m IL l O rLnil c�D FLFLr I (ZED pj_Lq V) 04 < x Ld 0 �. ,.� 0 W m z w z 0 < 00 0 V) Lij. Z 0 V) N 0 F < j ry M od V) z V) 0 V) LLI Q :tv Ld LL w w 0 W 0 J J 0 0 SHEET NO. O. LO 0 Zi LLJ V? 151 -rte PROPOSED 25'x152.5' — PRIVATE ACCESS EASEMENT JAM15ON CARV4A5H LOT 4, BLOCK 2 VOL 42q?, PO 268 ZONED - C 85' PRIVATE AGGESS ESMT 4 PRIVATE DRAINAGE EW NTS m - s i <�� � - , - � -•) - . �, fir. • ` - - - RE I 9P in R 4- P 2 I ?- H I GONG CURB cr I fS I RAMP 1 :12 4 I U ' = % Q PIRE I ANE- TYP _ GONG WALK BL D6 D 1 1 A - 5IDEWALK r ��� �i 3 RE O 11346 ��'F' TI Ij - � i I ;E - �,la� m RETAIL AREA i I I BLDG+ Sp G =. s 2 ,246 SF aj0o SP 5LD6 A I I I RESTAURAN o _ $ O RETAIL AREA - 3 I 1 Ii (� �_ 11 2,400 SF _ m r n — ;, N 56' -O I6 00 SF 4' -6" I I 1 5' O" `i) 0 '4 BTU ESMT - 1 n 411 t - I 22' O" I' -O" � (6' " L 25 O" I n i on 2 ,t/�1 - 0 11 I r I 5 - 1 1 . 0 11 41' -10" 26' -O" 90' -O" I 1 - 1 V I I I RAMP Nc WAL - alt I CUR 1112 51DEWALK I 1 L b GO RE:5 -5P2 RE 545-W2 I ! - _ I I o = 1r12 -a- -a, -o- f7 - n _n- _a_ n o. -n- -n- .n. -n- - n. .n. ( I '- " _! �� 1 / II uw7'G11 = 4 0 1- 0 11 qo oil 26 -01' Do - I ONt� WATT 516 ' 6' 1 '-0" Io . • �+ �► to sP • a ( I H _� 9 5P • 9' " 14 ♦ I M cow, Fvmr RE 4- RB TYP N' ~��`� FIRE LANE �� I I I RwENc,scup rn- (iE 6-5P2 M� i' -611 0 06 - 011 q l08 -o° 21 I i�' -o' �p 1 1 1z • 12 • �`�30' -6 dJ IO' 11 I2' 90' " I ( PROPOSED I I I Z _ J L _ LIN 12 • 4 114 10' 0 3P • al' _ _ ACCESS 25' BL�16 LIN - _ 25 BLD6 LI 25' BL DG E 25' BLDG LIN EASEMENT LOT 5 LOT 6 ) 11 _ I I to -o LOT -t LOTS N UTIL E5MT N I 151.05' - N49 °05'561N 151.03'- N4 °03 ✓B "W 1 6.00' - N47*05'58 "Y{ IBOA3' - N49 - 302.Ob' - N41 °05'58 "W Q Za8.03' - N41 °05'SB'W _ . _ I yl 6■ L� 1�/ 5 5111 55i�11 Lr=OAL DE50RIPTION 6.056 ACRE TRACT - ZONED 01 FM 2154 ( WELLBORN ROAD ) 100' R.O.W. ( ASPHALT PVMT ) 51TE PLAN- DIMEN510145 SCALE: I" = 50'-0° LOT 5,6,'1,5 4 PORTION OF LOT 4, BLOCK 2 SOURB GONG N EDELWE 155 5U551 NE55 CENTER � CRAWFORD BURNETT LEAGUE, A -7 PO BOX 10220, COLLEGE STATION, TX 'I-l842 COLLEGE STATION, BRAZOS COUNTY, TEXAS - RE I 9P in R 4- P 2 I ?- H I GONG CURB cr I fS I RAMP 1 :12 4 I U ' = % Q PIRE I ANE- TYP _ GONG WALK BL D6 D 1 1 A - 5IDEWALK r ��� �i 3 RE O 11346 ��'F' TI Ij - � i I ;E - �,la� m RETAIL AREA i I I BLDG+ Sp G =. s 2 ,246 SF aj0o SP 5LD6 A I I I RESTAURAN o _ $ O RETAIL AREA - 3 I 1 Ii (� �_ 11 2,400 SF _ m r n — ;, N 56' -O I6 00 SF 4' -6" I I 1 5' O" `i) 0 '4 BTU ESMT - 1 n 411 t - I 22' O" I' -O" � (6' " L 25 O" I n i on 2 ,t/�1 - 0 11 I r I 5 - 1 1 . 0 11 41' -10" 26' -O" 90' -O" I 1 - 1 V I I I RAMP Nc WAL - alt I CUR 1112 51DEWALK I 1 L b GO RE:5 -5P2 RE 545-W2 I ! - _ I I o = 1r12 -a- -a, -o- f7 - n _n- _a_ n o. -n- -n- .n. -n- - n. .n. ( I '- " _! �� 1 / II uw7'G11 = 4 0 1- 0 11 qo oil 26 -01' Do - I ONt� WATT 516 ' 6' 1 '-0" Io . • �+ �► to sP • a ( I H _� 9 5P • 9' " 14 ♦ I M cow, Fvmr RE 4- RB TYP N' ~��`� FIRE LANE �� I I I RwENc,scup rn- (iE 6-5P2 M� i' -611 0 06 - 011 q l08 -o° 21 I i�' -o' �p 1 1 1z • 12 • �`�30' -6 dJ IO' 11 I2' 90' " I ( PROPOSED I I I Z _ J L _ LIN 12 • 4 114 10' 0 3P • al' _ _ ACCESS 25' BL�16 LIN - _ 25 BLD6 LI 25' BL DG E 25' BLDG LIN EASEMENT LOT 5 LOT 6 ) 11 _ I I to -o LOT -t LOTS N UTIL E5MT N I 151.05' - N49 °05'561N 151.03'- N4 °03 ✓B "W 1 6.00' - N47*05'58 "Y{ IBOA3' - N49 - 302.Ob' - N41 °05'58 "W Q Za8.03' - N41 °05'SB'W _ . _ I yl 6■ L� 1�/ 5 5111 55i�11 Lr=OAL DE50RIPTION 6.056 ACRE TRACT - ZONED 01 FM 2154 ( WELLBORN ROAD ) 100' R.O.W. ( ASPHALT PVMT ) 51TE PLAN- DIMEN510145 SCALE: I" = 50'-0° T{2 LOT 5,6,'1,5 4 PORTION OF LOT 4, BLOCK 2 AIW PRESBYTERIAN CHURCH EDELWE 155 5U551 NE55 CENTER SOUTHWOOD WEST CROUP CRAWFORD BURNETT LEAGUE, A -7 PO BOX 10220, COLLEGE STATION, TX 'I-l842 COLLEGE STATION, BRAZOS COUNTY, TEXAS - (1 615 -161 VOL 555Q, F0 45 PRO.I7 ANAL1 ---__ NOTE ZONED - AP $ R J ZONED RI 20' urI LITY AND DRAINAGE E5 - z TOTAL LAND AREA 0 EXISTING 0RO55 PARKIN Mu BLOCK PELAGE x '' "'"--- �_ __ _ RE: 12-SF2 201,525 SF , _ CURB TYP RE 4:NP2 ----- AND ACCESS AGREEMENT — 5 02.85' - 54� °55 36" - - --- BUILDING "A" AREA 16,500 5F FOR LOTS #5,#6,#t#5 AND PORTION OF W BUILDING "B" AREA 15,625 SF 26 LOTS #4 AND #q _ _. BUILDING 11611 AREA 2,400 SF 4 sP a _ ' _ BUILDING "D" AREA 11,546 5F DUh1P5TER5 - '_- 15 3 • -._ .._. ! 1 _ 1 '._..:'_"'. -- ---,_ .,..--- -'-'.' o I THIS PROPERTY DOES NOT LIE RE 9-51`12 TOTAL BUILDING AREA 46,111 5r- _ IN 100 YEAR FLOOD PLAIN 5 ' - 6 ° I PAVEMENT AREA 121,025 SF ►.- ...--- 1 FEMA - 48041 CO 182 C � V EFFECTIVE JULY 1992 W TOTAL DEVELOPED AREA ( 50 % 110,124 SF PARKI NO REOUI RED �— = 0 m RETAIL AREA I5P /250 5F (46,171 5F : 250) 155 GARS -� w PARK I NC PROVIDED HANDICAP 8 GARS -� 1 CUSTOMERS / EMPLOYEE 214 GARS - TOTAL : PARK I NC PR : 252 GARS T{2 ,e i@.�a I ��` GoNC PVMT TYP F _ 00 Typ (-' -` ` -- 611 24 I I I I N all /t/�1 100' -O" 125' -O" ( e I ` � ► in 10 10' if 225' -O " ( ( 0 I I RENaG -sFCURB TYP i cp LOT 4m PVMT;YP 5 G 1�1i I • 5'-6 I n �LDV w O 4 = 3 O' I 1! ill 1_ 11 I I I I j j Is F• PORTION 17' -6" I"rl_bll EXIST GONG APRON FEODOR4 LOT cf, B LOCK 2 \/OL 42q ?, PC 268 ZONED - 01 85' PRIVATE ACCESS ESMT 8 PRIVATE DRAINAGE ESMT EXIST CITY OF BRYAN 20' ELECT E5MT EXIST CITY OF as 20' UTILITY ESMT E VIEW ED FOR COMPLIANCE FEB 1 1 2005 COLLEGE STATION DEA LOPME NT SEWICES ut 1 _ REVISIONS DATE AIW PRESBYTERIAN CHURCH EDELWE155 E5TATE5, PHA5E ? -5 CB LOT 11, BLOCK 22 LOT II, BLOCK 22 VOL 555Q, F0 45 YOL 3805, PC ---__ ZONED - AP $ R J ZONED RI 20' urI LITY AND DRAINAGE E5 - z ---- 0 151.42' -, 5 42°55'S -E Mu BLOCK PELAGE x '' "'"--- �_ __ _ RE: 12-SF2 _,,. .,,... --- _ - -- CURB TYP RE 4:NP2 ----- 51 " 5 - r l _,f 11 " -- T — 5 02.85' - 54� °55 36" - - --- 20' UTILITY AND DRAINAGE ESMT -GMU BLOCK PELAGE - REI 12 5F2 Z W w 26 a D .a " 54Z 55'36' Z5 �NDSGAi =E BUS ---- I 4 sP a _ ' _ _ DUh1P5TER5 - '_- 15 3 • -._ .._. ! 1 _ 1 '._..:'_"'. -- ---,_ .,..--- -'-'.' o I RE 9-51`12 ,,._ _ LINE _ 6" GONG PV W TYF RE 6 5 ' - 6 ° I ' -- --- --- - _ -- ►.- ...--- 1 ,e i@.�a I ��` GoNC PVMT TYP F _ 00 Typ (-' -` ` -- 611 24 I I I I N all /t/�1 100' -O" 125' -O" ( e I ` � ► in 10 10' if 225' -O " ( ( 0 I I RENaG -sFCURB TYP i cp LOT 4m PVMT;YP 5 G 1�1i I • 5'-6 I n �LDV w O 4 = 3 O' I 1! ill 1_ 11 I I I I j j Is F• PORTION 17' -6" I"rl_bll EXIST GONG APRON FEODOR4 LOT cf, B LOCK 2 \/OL 42q ?, PC 268 ZONED - 01 85' PRIVATE ACCESS ESMT 8 PRIVATE DRAINAGE ESMT EXIST CITY OF BRYAN 20' ELECT E5MT EXIST CITY OF as 20' UTILITY ESMT E VIEW ED FOR COMPLIANCE FEB 1 1 2005 COLLEGE STATION DEA LOPME NT SEWICES ut 1 _ REVISIONS DATE BY 1/25/05 CB U) Q X w z 0 Q (n W Z W w o � V V oO N V) m O � V W �— = 0 m U-1 o a -� w p -� 1 I-- ' opv ) lor VEGINITY MAP 1 15' TOOLED JOINT #3 CONT. BAR 3,000 PSI CONCRETE W/ #3 BARS @ 16" OCEW d- N PREPARED SUBGRADE — 6" I- SIDEWALK_ Q GRADE SI DEWA GMU BLOCK WALL COULD BE 5U55TITUTED WITH HARDIPLANK 51DING ( MATCH BUILDING SIDIN 1 n' —Q" c I c c 25 �8 24' -0 8" 4' -0" 3' -6" 3' -6" 2' 3' -6" 3' -6" 4' -0" 8" 001 DIA BOLARDS FILLED Wf-- ,ONGRETE @ 48" HIGH 4DUST ENAMEL PAINT GMU WALL @ 8' -O" HIGH GY MTL DUMPSTE ,ONO PAD 6" THICK 5,000 PSI J/ 04 BARS @ 12" OCEW 'HIGH CHAIN LINK FENCE 8» ,ND GATE W/ VERTICAL 5LOT5 - ROVIDE GATE ANCHOR IN GONG 3,000 PSI CONCRETE W/ #3 BARS @ #3 - 24" LC #3 BAR CONT 1x4 FJ RDWD RE: DET 5 -SF PLASTIC SLEE PREPARED SUBGRADE SEALANT . #3 BAR FONT 3,000 PSI CONCRETE W/ #3 BARS @ 16" OCEW PLASTIC SLEEVES d- ,I #3 DOWELS @ 24" OC 24" LONG "L" SHAPE PREPARED :SUBGRADE #4 BAR CONTINUOUS 6 „ N — (0 LK EXPANSION JOINT SIDEWALK C BLDGo -o!) GONG SI L W/ 6" GUF PAINTED O O O O O 6" DIA BOLARDS FILLED P CONCRETE a 45" HIGH IN ENAMEL PAINT 24' -D -_ NTS 8" LINTEL BLOCK W/ 2 - #4 BARS GONTIN PRIME @ PAINT ALL GMU COLOR BY OWNER/ARCHITECT .Ni r o #4 BARS VERT REINF N 60 ® 48" OC -SOLID CELL o 8" GMU WALL W/ HORIZ REINF a 24" OG 8 " 3,000 P51 GONG PAD W/ - #4 BARS 12" OGEW N e . . -: 12" 2 #6 BARS GONT #3 L SHAPE 6" X 12" DOWELS @ 36" O.C. ;P2 > GONG PAD 6" THICK 5,000 P5 I I W/ #4 BARS @ 12 OCEW u 11 6" DIA BOLARDS FILLED VV CONCRETE ® 45 HIGH g" INDUST ENAMEL PAINT 8" CONCRETE ® 48" HIGH INDUST ENAMEL PAINT 8" GMU WALL @ 5' -0" HIGH 5 CY MTL DUMP5TE 3" R 3,000 PSI CONCRETE W/ N @ 18" OCEW #4 BARS CONTINUOUS 3,000 PSI CONCRETE WALK W/ #4 BARS 0 1 N GONG PAD 6" THICK 5,000 P5 I I W/ #4 BARS @ 12 OCEW u 11 6" DIA BOLARDS FILLED VV CONCRETE ® 45 HIGH g" INDUST ENAMEL PAINT 8" CONCRETE ® 48" HIGH INDUST ENAMEL PAINT 8" GMU WALL @ 5' -0" HIGH 5 CY MTL DUMP5TE 3" R 3,000 PSI CONCRETE W/ #4 BARS @ 18" OCEW #4 BARS CONTINUOUS 3,000 PSI CONCRETE WALK W/ #4 BARS @ 18" OCEW o __- -1 'll 3 „ R z Y � R PREPARED SUBGRADE #3 -6" X 12" L SHAPE DOWEL @ '24" OC TYPICAL ALL PARKING AREAS SIDEWALK @ PAVEM ENT o0 6" DIA BOLARDS FILLED O O O O O O O —9— LINTEL BLOCK W/ 2 - #4 BARS GONTIN PRIME @ PAINT ALL GMU COLOR BY OWNER /ARCHITECT �J NTS TYPICAL ALL PARKING AREAS CURB DETAIL 8" GONG FLUME RE: CIVIL Dir #4 BARS VERT REINF ® 45" OC - SOLID CELL 8" GMU WALL W/ HORIZ REINF @ 24" OC #5 STIRRUPS ® 24 OC 4 0 #6 BARS GONT 12" 1 BUFFER FEN DETAIL d ft z_ c Q -- 0 i— NTS 24 " - #5 BAR DOWELS @ 24" OG #5 BAR CONTINUOUS EXP JOINT RE: 5 -5P2 PLASTIC SLEEVES 5,000 PSI GONG W/ #4 5AR5 @ IS" OCEW / PREPARED 5U50RAVE TYPICAL ALL DRIVEWAY AREAS PROVIDE EXPANSION JOINTS 0 20' -5" OG EA WAY 12 PAVING EXPAN JOINT i REVISIONS DATE BY 1/25/05 CB cf) Q x w z 0 I- Q I-- (n w CD � J J O W W z 00 V Lq e a r Q z C-) o m � ® w CL V) SP-2 1 0 �ll LOT 4 HIGH CMU BLOCK FENCE IST 6AS LINE 6 AE _ PT L 11 BLOCK �E?S�Tg��TES, PHASE 9-B 7°J VOL ELECT LRJD6RNO 4 _ WNS i b' H16H Gt 1J BJ OCAC FENCa: -.►�" ; :25155 na...!� - 8 142.41` .554 ... avow woo EX02 6 91.19' -542 ` - erwo �� �_� �_ ! EXIST 6" 55 STUB OUT ow- a-m Vow I I + I exlsr �cr urceRre� .._EXIST 6" 55 STUB MIN SLOPE /g PER UN FOOT --- 25' LANCSGAPE �� -- r+ I EXIST FP PRIVATE Ir SS PROVIDE CO PPER CITY SPECS �� --►- �- NEW PRIVATE 5' SS 4 SS TYP 4" SS TYP MIN SLOPE 1 /9' PER LIN FOOT PROVIDE CO PER CITY SPI CS NEW PRIVATE f SS MIN SLOPE 1/8" PER UN OT { M FIRE I-- PROVIDE CO PER CITY SPEC ( L OT 41 SPRINKLER �IrWL Q w ELECT SERVICE 10 2' TEL & 10 T TV { AE 208/3PH/1200 A&iiSTEM _ CONDUIT STUB OUT { IT VERT SEPARATION TEL / CABLE I I �_ 'FROM ELECT { PEDESTAL Q L E VERIZON TEL CO BLDG 1 0 0 TEL COND I 1,62'? SF 1 0 CABLE TV — 1 a vNi W IL { 2 ®4" ELECT CONDUIT t T TEL & 10 2" TV / a N { I W/ PULL STRING BACK FLOW PREVENTER DEVICE CONDUIT STUB OUT . TO EXIST POLE INSTALLED & TESTED - CITY ORDINANCE 2394 �� VERT SEPARATION PEDESTAL ® NEW VERIZON TEL CO 2 0 4 ELECT ..� PRIMARY �,O — TRANSFORMER P CITY OF CS j 6c==L. ofk I 4 ". SS { 10'X10' CONC PAD BY GC T "El o m o 0 0 /, T ONDUIT ELE WIRE 1 TE CON PER CITY SPECS Q a n 4 SS { 1 7' TV COND 7 N O & N 3PH/ 00 AMP E EC 3 ®4 ELECT- PRIMARY 1 0 2" TEL CON /CABLE { 2" WL 1 0 T CABLE Ll NEW PRIVATE 6 SS 2 0 4 ELECT - MIN PR SLOPE 1 /E' PER UN FOOT PROVIDE WIRE • " PROVIDE CO P ER CITY SPECS TRANSFORMER CONC PAD BY GC I 4 SS I PER CITY SP CS I { 5' WL RE -CIVIL I 1 0 4 ELECT O I CONDUIT 4'� SS P SECONDARY n 4" SS P � � --2 ®4" ELECT Lu REW FH CONDUIT -4 WIRE TEL / CABLE fr WL Q w I GI2 TRAP BLocw $ ELECT SERVICE s FIRE SYSTEM �_ P CT 208/3PH/ AMP ELE SERVICE- TEL / CABLE I ( 208/3PH/600 AMP OPPIGE DOLLAR CEN e w TEL / CABLE 2 0 1" WL 2,246 5F I RETAIL AREA FECOORA `I LOT "I,.5LOOK 2 RE:C L /� Qa00 ` J VOL 4299, P6 268 >13LOO ! { zoNEC - GI REDUCED PRESSURE PRINCIPLE 5LDC7 A I I RE REDUCED PRESSURE PRINCIPLE ST � INSTALLED &TESTED BACK FLOW DEVICE I6,$OD SF n BACK FLOW EVEN DEVICE I CITY ORDINANCE 2394 INSTALLED & TESTED — CITY ORDINANCE 2394 INSTALLED & rESTEI1 F � CITY ORDINANCE 2394 BACK FLOW PREVENTER DEVICE X REDUCE RESS RE PRINCIPLE CITY ORD�NAN C 2394 TEI TED BACK FLOW PREVENTER DEVICE ` I I' CITY OR INANCE 2394 ( I { INSTALLED & TESTED - CITY ORDINANCE 2394 ❑ ❑ a a a a a a o a a a o a a 0 a a ❑ ❑ c� 4 1E 1" WL IRRIG - li RE:CIVI 3 L ES{ EXIST CITY of BRYAN 20' EL.EGT ESMT EXIST aV PRIVATE ACCESS ESIAT 4 PRIVATE DRAINAGE ESMT EXIST CITY of GS 20' UTILITr ESMT LO 8 r 51 TE PLAN — UTILITY LOT LOT 4 6 iI UT I L I T I E5 DEMAND - 5LDO "A ll NATER 70 O PER MIN S W R 70 OAL PER MIN ELF-OTR I CAL 208, 3 PH, 800 AMP - 4 K Rf= 3 EXIST GIN OF BRYAN =N `� 20' ELECT ESMT AE AE AE AE AE AE EXIST I n W IRR G ( ( �PRI� _ VATE DRAINAGE E SMT I UTILITIES DEMAND - BLDC IIBII NATER 60 OAL FER MIN S W fiz 60 5AL PER MIN ELEOTRI OAL 208, 5 PH, 800 AMP - 4 . K RE ALL UNDERGROUND CONDUITS TO BE INSTALLED BY GC PER.*. CITY SPECS PROVIDE PULL STRINGS 10 FIXT UNITS PER TOILET X 2 = 20 FIXT UNITS 2 FIXT UNITS PER LAVATORY X 2 = 12 FIXT UNITS 10 FIXT UNITS PER DISHWASHER X I = 10 FIXT UNITS 6 FIXT UNITS PER TRIPLE SINK X I = 6 FIXT UNITS 2 FIXT UNITS PER MOP SINK X 1 = 2 FIXT UNITS 2 FIXT UNITS PER HAND SINK X 1 = 2 FIXT UNITS TOTAL = 52 FIXT UNITS WATER 5UPLY = 40 CAL / MIN RE ® �f� C OMPLANCE FEB 1 1 2005 3 COLLEGE STATION DE 1-O BIT SERVICES UTILITIES DEMAND - $LD6 "All T ME WATER 40 GAL PER MIN I" SEWER 40 6AL PER MI ELECTRICAL 208, 3 PH, 600 AMP - 4 WIRE EXIST EXIST -- GIN OF G5 16" WL 20' UTILITY ESW UTILITIES DEMAND - BLDG "ice" HATER WATER 50 CAL PER MIN I" VOL 6EN SEWER VOL 6EN 50 6AL PER MIN NA17ER OFFICE 50 CAL PER MIN I" SEWER OFFICE 50 6AL PER MIN ELECTRICAL 2081, 5 PH, 600 AMP - 4 WIRE DhL 6EN - 10 FIXT UNITS PER TOILET X 2 = 20 FIXT UNITS IDOL 6EN - 2 FIXT UNITS PER LAVATORY X 2 = 4 FIXT UNITS VOL 6EN - 2 FIXT UNITS PER SINK X I = 2 FIXT UNITS VOL 6EN - 2 FIXT UNITS PER MOP SINK X I = 2 FIXT UNITS TOTAL = 26 FIXT UNITS WATER 5UPLY = 50 6AL / MIN DOL 6EN - 10 FIXT UNITS PER TOILET X 2 = 26 FIXT UNITS VOL 6EN - 2 FIXT UNITS PER LAVATORY X 2 = 4 FIXT UNITS VOL 6EN - 2 FIXT UNITS PER SINK X i = 2 FIXT UNITS TOTAL = 24 FIXT UNITS WATER 5UPLY = 50 6AL / MIN r " REVISIONS DATE BY 1/25/05 CB Q x W z O V) w O w I O � U W V V) 86 z co V) Lf; m O � V LLJ � t— O w M M. W 0 ® -' p ^ CL V o SP -3 in i i i i EDELWE E5TATE5, FHA5F- 7 -B LOT 11, BLOCK 22 VOL 5805; 1'5 48 ' ZONED - RI ---- -_ ____ --- 20' DRAH a UTILITY E ASEIIEN T 16 > Dal H CM U BLOCK WALL 1 A � -e — __-__12 - 5P2 50D b' TO fl' H16H CM BLOCK .FENCE -- -- _ RE. 12-5P2 4 °25'' I HG ---- �_ SOLID 50D I LIVE OAK `? 85' . c � 2 ° SSBb"E 14241' " f75 IJ �y 1 I IVE SOLID 50D 1 BG SOLID 50 2 LIVE O 25' LANp� 54 S5'4'.�o *E VC b LIVE OAK gt.lq' - ° 605T I �y IBC SOLID I BG 1 BG __ ----� ` 010 3 DUMP5TER5 I BG I I BG ® 0 - 9%0Q ® ® ® SOLID .`` � SOLID 50D ® 6ROUriD BG n - 3h SHRUBS Rote -1 CREPE MYRTLE 1 1 VE O 100 5HR!!B5' d' 10 SHRUBS I SOLID 500 Ib SHRUBS ® ®® ® ®. -10 SHRUBS ® 12 SHRUBS ---• i VE O ® 10 SHRUBS I LIVE OAK �® ( ® GROUND COVER IS ® ._- 1 I 64RlOUND GO ® I CREPE MYR e ® ' I�1 CREPE MYRTLE I BC 6R SOLID SW SLi�6 S ® GOER LOT 4 1y ® 1 2130— 'LS 113L __. ® 2 SHRUBS ® ®® ® ® ®® ( DUI 1 8 SHRUBS O ®® 8 V+;?J ' COVER L IVE CAK BG 30 ® iy ® o o 0 0 0 o o 0 0 0 o .o COVER o 0 s 9 SHRUBS 14 SHRUBS ®® 1 L VE O 1 LIVE AK ®® I ® ® OVEF 2 �` �®( �y ® ZS CO I BG ,� ® q SHRUBS 10 SHRUBS. ( ®� SOLID SOD GROUND GO ®® 12 SHRUBS SHRUBS�� 3 T ® 14 SHRUBS OLIMPSTER ❑ SOLID SOD ® O 0 I LI 0)% 1 LIVE O ® ®®®®®® w I I LIVE OAK a ® ®® I ° c O v ® ® I ® co _ ® ®� 2 CREPE MYRTLE Z GROUND COVER ® CREPE GO :;t N y � ® ® GROUND GROUND ri o ® 'SOLID SOD O I ®® — - -.... COVER ® 25 SHRUB& MOO $ O I SLD6 BLDG ,41 ) O _ O 6ROU61D GovER GROUND CO , -b SHRUBS ® I GROUND CO I COVER a a a a a a a a a a a a O a a a ❑ ❑ ® ® ® MYRTLE ® 13 ® ®. e i 1.1%4e C AK I LIVE ® 2 1 r, ® €3 LI O I LIVE AK CO I ®® ®® ® ®® 20 5 ®�® 17 SHRUBS ®® 10 SHRUBS '� 10 SHRUBS I 6ROUND COVER 142 SHRUBS Of OU NO GO 81 I I 80 VE O` I 1 t IBC GROUND ® I BG ® 0 .SOLID 50D SOLID ® SOLID SOLID SO SOLID '£3 ®�. T f3 I LIVE OAK I LIVE OA i LIVE OA I BG —' TI LIVE OAK 1 LIVE OAK I LIVE OAK ® I BG 2 W 2 BG 2 BG 2 HG 2 Br,, ® . 502.08' - fw *OC3WIIA4 2gb03' - N41*O3'S01q 2 w. 2 BG: LOT 5 LOT 6 LOT 7 LOT 6 26 ?' -I i ?' -6" I ?'-6" 265' -01/2" FAA 2154 ( WELLBORN ROAD ) SITE PLAN - LAHOWA4PI Nv FIROJWT ANALYSIS TOTAL LAND DEVELOPED AREA 1901424 5F FRONTAGE LF - (WO FRONTAGE LF -10' DRIVEWAYS) 550 LF LANMOAFING 5YMWLS IRRIGATION PLANS MUST BE APROVED BY CITY OF COLLEGE STATION PRIOR THE CERTIFICATE OF OCCUPANCY 15 ISSUED 2 1/2" CALIPER LIVE OAK REDUCED PRE55URE PRINCIPLE BACK FLOW DEVICE SHALL BE INSTALL AND TE5 D OUERCUS VIROINIANA AT EACH IRRIGATION SYSTEM AS PER CITY ORDINANCE 25 BG 2 1/2" BALD CYPRESS- CANOPY TREE TAXODIUM DISTICHUM ALL UNPAVED GROUND AREAS SHALL BE COVERED HITH 50LID 50D - ST. AUGU5TINE OR HITH GROUND COYER 1 1/4" CREPE. MYRTLE = NON CANOPY TREE LA0ER5TROEMIA INDICA ALL SHRUB5 SHALL BE ENCLOSED IN 50 WIDE MULCH AREA HITH STREE9'SiPAPE: REMIREMENTS DATE ND OF TREES 530 LF , 25 22 TREES - CANOPY 530 LF : 50 X 300 5,180 PTS BUFMR PROVIDED -REAR BUFFI =R. REMI NO OF TREES 581.25 LP: 25 24 TREES - CANOPY NO OF SHRUBS 58125 LF : 5 Iq& SHRUBS LANDSCAPING RE MIREMENTS 1901424 SF : 1000 X 30 = 5?2& FTS T 050 PTS 5,728-3,300 (22 ASS ST'EETSGAPE TREES PROVIDED) 2,42$ PTS METAL EDGING EXCEPT WHEN PLANTED AGAINST BUILDINGS IN HHICH ® 5 SALON SHRUBS' MULCH AREA SHALL BE V -O" HIDE WITH METAL W&NO. BURFORD HOLLY, ILEX.GORNUTA BURFORDY INDIAN HAWTHORN RHAPHIOLEP15 INDICA ALL DISTURBED EARTH BE CO\/ERED NITH SOLID SOD, OROUND CO /ER OR HAXLEAF LIGUSTRUM - LIOUSTRUM JAPONICUM 5EEDED 6RA55 PRIOR OBTAINING THE CERTIFICATE OF OCCUPANCY FEODORA LOT a, 5L.00K 2 VOL 4211, F6 26a ZONED - 01 P1REETSGAPE PROVIDED DATE CANOPY TREES 22 TREES SHRUBS 305 SHRUBS BUFMR PROVIDED -REAR CANOPY TREES 25 TREES SHRUft 201 SHRUBS LANDSCAPING PROVIDED CANOPY TREES 4"7 X 150 PTS T 050 PTS NON- CANOPY TREES 6 'X 40 PTS 240 PTS SHRUBS 550 X 10 PTS 5000 PT' TMAL 10940 PT'S 1 PROTECTIVE SLEEVE ANCHOR WIRE WITH WARNING RIBBONS WATER BASIN TOP OF ROOT BALL LEVEL WITH GROUND PROVIDE MULCH COVER ANCHOR STAKE 3 MIN PER TREE PREPARED BEDDING O • •.� pIVTIN b ;�;!� ' �� c 4A � OF If P 2 -��-�" REVISIONS DATE BY 1/25/05 CB Q x U-1 z O cn LLJ (D W J J O � U' 00 ^� V / V) V) M ¢ 0 B,.a_8 rr, z '— Y m O 0 LiJ SP-4 -26 . x PROPOSED 17' 4 4" x IV-4 x 4" CONCRETE APRON TO.HAVE 6' URB AROUND PERIMETER WITH .8-2" OPENINGS ACED ED 2 . -2 . O.C. IN DOWNSTREAM CURBING ONLY END PROPOSED 1870 C.M.P. DO NOT -PROVIDE 2 - PROP. 1 6' -4" x 12' x 4" CONCRETE APRON BEVEL END OF PIP E WE OUTLET METER CONTROL PLATES ON END,OF PIPE AS T CHANIW'Dt X THICK REINFORCED CONCRETE 8r OPENINGS SPACED - -0 2' ko 4EL t. TO HAVE 6° CURB AROUND PERI FL C HANNEL WITH ErAlL 'OF OUTLET CONTROL STRUCTURE EXISTING. CM!U BLOCK WALL - DESIGN \ r;�L PILOT CHANNEL=325,80 Nil 10 FO %jw - 321 ' 140T DISTURB) I "o.&L 1.70 - L'C CHAN 6- DEEP " NATURAL DOWNSTREAM CUR ONL #2 GRIND WELD SMOOTH AND PAINT WITH BY OTHERS (00 29.50 WITH 10.1 S GALVANrZf-D. PAINT. .5.00 FL APRON- 327.2b FL 18" 0 ".P. 0 END-328.00 -ur-ftmTy Lj - - I 1 � FL325.89 EXISTING r 0 F.V.C. STORM 0 -ow 1) 7LES L FL APRON"- I's PROPOSED NNE 2' WIDE REINFORCED G CONCRETE ............... S 42 s FL PILOT CHAN� V FILOT -�O.54!t RAD ----- T BE OVER E 302 85' PROP - IEL=327 36 PILOT CHA A RE DEWL w1b r, FL326.16 - 6* THICK REINFORCED Tca CO NCRETE WINGWALL FL326.43 PROPOSED 2' WIDE STRIP 4 RIVER ROOK HAND PLACED AS SHOWN (4 S.Y.) PROP. IB LF, 18" 0 C.M.P. )D -2.061 GRADE M SE HAN TO BE MI ED E PROPERTY PROPOSED JUNCTION BOX EXISTING CMU BLOCK L TC332.8 70331.90 4.1 DO NOT DISTURB) TOP328 F1 7 ( I EL is TC331.59 TC331.59 FL CHANNEL-327.50 A PI APRON=32�.I.5 2.6 1-1 rY LI TOP330.96 50 A > TC331.68 fL328.96 'DETENTION P 70:130. 2 2EI-96 1! TC331.59 T00330.9r. PR OP. 27 L.F. 1,8" 0 C.M.P. PROPOSED i ON BOX v FL328.96 0 -3.56% GRADE .331.86 Top330.9e FL3 6 P ROP, 284 .39 LF. Is- 0 C 330.31 4 > A A M-P- W I T H SLOTTED DRAIN TOPS30.9s TP.329.81 PROP. 35.45. 0 TP331.86 FL328.96 > C.KP., WITH. SLOTTED RAIN T0332.1 8 A A A A OPPOSED JUNCTION BOX. TC3 3.12- TP331.86 OP330.96 ' FL328.96 RE BUIiLDIN �-o TC 33. Z jr* : (SQUARE v -4 tc332.36 332.36 TC.331.35 W_ ETERMINED) to 70332 . 48 TC331.77 TC 32.1 TC312.1' ROP. 116.07 og TC3 .50 WITH SLOTTED A ",-END IS" 0 C.M. PROVIDE to TW33 oop O TC334. : TC132.24 PLUG IN END TOP330.b C s BUILDING B. 69 0' IS PROVIDE 2 CU RB TC332.2$ (15,625 SQUARE FEET) TC332.36 LEAVE-OUT AS SHOWN'I • TC32 o7 F. 331.98 TG328 TP32 .2 TC32 42 TP325.9 V TP32 > yy TC332.4ev TC329.37 TP,328.87 A 70334.65 TC331.93 END RDVIDE CONCRETE 1P328.B7 TOP398 N E 37 F 3 PLUG IN - L316.7 :Z9.37 T 28 7. .. . I TC329.37 TC3 T0332.54 DETENTION POND #2 v TP328,87. TP328.87. TP331.36 TW331.98 TW331.98 0 T0329.3 PROP: 145.48.LF 18" 0 PROP. JUNCTION BOX PROP. JUNCTION .BOX TP328.8 c.m.p. WITH SOWE6 DRAIN TOP328;37 FL3216 TC332.36 all, o A A TW331.98 TW331 8 P TW331 WITH I L.F. LOTTED N A A -DETENTION POND #2TC,329. 2 1 2 0 32.36 0 Sw u 0 332. 8 P I J�JOP ToialreSo TC334.21 3.26-/ TC333.00 110332i6 L/ .3 TC331.59 .52 F. I 70332. 75 T 31.96 v v v TP328.87 Y PROF. F * 76. 2 L TC330.51 TP330.01 110 TC332.01 A - CMP. WITHS DRAI TP331.46 Tb331.96 TC330.69_�- TP330.1 9 END PROPOSED ls� C: .P. 00 N OT PIP - ELD 0 BEVEL END OF ' CONTROL PLATES 0 ' EN OF PI AS IN DETAIL OF OUTL CO OL RUCTURE #2 LVANI - GRIND PAINT. c*l WELD MOWH AN PAINT WITH GAZED n FL 18* 0 C.M.P 326.0 FL AFRO -325.00 _"'5po 4 4 - 1 R NFORC 0, CONCRETE- APRO DIRE FROM E EXI STING IN LET EMX I G REINF RCED METE-INCE7 BOX FJNFOKQ D-COMIRETE APRO14 AROUND NL&�I§OX (DO NOT DISTURB) FL APRON 0-- v DETENTION POND 4 700330.06 700330.96 t4D TC330 51 FL328.96 FL328.96 TP328.90 TP33,0.01 A T 331.51 o DETENTI POND PROPOS JUNCTION BOX TR326.87 __:�29.76 T63 .57 END 1 0' C.M.P. ROAM CONCRETE PRO 258.41 258.41 L.F. 19" 4o c.m.p. WITH SLOTTED DRAIN TOP330 6 FL328.06 pr.,3 329.26 Twameg TP3 9.07 PLUG IN END 330.96 FL328.96 END 18" 0 C.M.P. PROP. CONC. TC331.96 PLUG IN END TOP328;37 FL326i 0) TC331.96 TC329.37 UNCTION BOX .43 %I *1 r: 70328.87 TOP-;,12a.37- lq� .329 76 70332.2 -t . 29.42 TP3z9 26 70329.26 JA Lo :32 2 TW330,59 PRO SED J IQ TC A 7 3 2 A A A A � 2 �A\ 2:::7 TO; I TW.330.69 C, TC332.*0 07 TP326.07- TC 29,37 TW330.69 TC329 - 8 W TC332.06 t8:87 ',%C3,2, 329.34 TP 2 9.37 TC329.37 TC3,3OZ9 FG330.49 - 8 0 -8.87 T0332.57 TC332.57 T TC33 TP328.87 TP330.09 32kS 29.37 \-TC329.,54 T0330;02. V TW332.63 TW332.6 3: _;28.87 TP329.04 70329.52 30 TW332.63 04 70328.87 ry A� .87.- og N > z U < 0 TC330. 72 cl - I 0 z I " " w B DG. "B" 2 0 TP33Oi22 0 PRO SED:,'13UILDING A .0 z L z T6329 56 5;0- F.F. 330.82 1 80 U) A TP329ZS O . 176332.34 0 SQUARE Qi OL x M . . TC330.59 A C TP:�28.67�/ .9 w TC3 2 33 TP330.09 A z TW330.69 F. 332.63 < u) 0 0i -Tj*328.87 F0330.49 29.72 TP328.87- a.0 c 6 T0329.54 Two) Z LL TC329.56 Lij TP329.04 TC330.41 TC TP�320.06 DROP F.F. TO TP.329.91 LL Z8 1- TC330.59 333.28 RAMP (12*1) w 70 330.09 TOP WALK (TYPICAL) T rW33 .63 T6 ui iN,3.32.60 "\ . I U 1 330.72 _'Z . TCMO- 330.74 L TW3 260 A TC 3C.87 TP330.22 529 330. 330.24 'TW332.63 TP3� 2 3 TP 32.03 TP 31 0.69 'TW332.,63 'TW332.53. A TW332.53 32.53 332.63 17�3'2-59 T(5200.72 TW3,30.870--" 330.6 IW33 Tc 13 0 0 13 13 0 13 332.09 30.22 532.67 ❑ ❑ ❑ ❑ E3 0 ❑ .59 11329.37 A TC 30;66 N 330.85 307' TP328.87 TP 04 TC,33 332.6 312. 3--/ 330.1:6 TP 30:24' TP328:87 A8.87 TP- 30. TIM \-TP,32 .44 i 32,531 TC TP32 .19 .59 To PR OPERTY LINE Is HIGH POINT - Wx TC330.72 TC 30.4C �3 TP CAR WASH PARKING LOT DOES NOT .ENTER I V 3 .8 3 TER IN v TP 29.9( __ A TP3 0.35 SUBJECT PROPERTY o__ TP3;Z9.85. TP329. TC330. 2 70332.1 T��42 TC 2.42 TP3130.95 TP329. TP,329 TP329.SS IV TP320.85 TC330 35 TP329. 2 TC332.42 TC332.42 TP331.92 1.6; . TC330.35 TP329:85 T0330.14 TC330i 4 TP329.85 TP329.64 TP331.92 TP330.04. TC330.61 T0327,90 < TP32957 TP32 .18 70327.40 TC333 TP330.1 I . TP 11 TP330.0 3 14 ♦ TP331.24 3t TC330.04 CONSTRUCTION EXIT I I NSTALL SILT FENCE AND HAY T0311-55 70329.54 TC332,10 (SEE DETAIL THIS SHEET) 32.1 BALES THIS AREA AS SHOWN T0332.16 TP331.8je TP331.05 TC3 211t TC330 36 TP3 2 .30 TP33=2�, 2935 .1 - _ TP329.96 T0331;34 TC33 . 5 VE OU; TC3 31.34 PR DE DE CURBILEA > PRO IDE S' WIDE CURE LEA -O EXISTING 3 3 �_ : 49 1 ge, > PROVIDE WIDE CURBILEAVE-OUT TC. FG328.44 A 3 3 . 4 2 I 9Z TC33 .99 TIC331.37 TC 1.37 8 1.99 P331.92 TC3,32.49 TP331.99 TC331.49 TOP33 .9Z FG FG32S.*S9 FG'329:32 i. F6329.27 -328.30 29-.25 FG DETEN" ON ND #1 .1 FL328.10 TP32 .0 PROM 5' WIDE X 4* THICK REINFORCED TOP WALL-33035 F0328.84 . DETENTION POND #1 CONCRETE 'RI -R AP AS SHOWN SF FL328.04 TCOR., 328 40 F0.3�50.29 F0330-0 _P95\_nDE 4 1 1 CURB our TC332.15 FQ130.1 FG FGZ29-54- 7 7 w W_ I P _w %A/ El OUT-32A-nn 9.5 p _w_ W_ W_ w w W w w _w 29.75- A FL3 0 32875 1 FL328-64 FL310.33 30417 FL329.wz _\ _� �* ITP332.49 TC332;69 I I - I __ v A- ful-aal.boz- I-L lyto. I T03 ��_TOP WALL-320.E15 TOP .PROPOSED WAI 1 -326 1§5 FL EXISTING DITCH 332 TOP331.92 D331 302.06'. TC,332.69 32,0,3 RXIMM R 0 W 4- PROPOSED CMU BLOCK WALL 331 TP332.03 PROPOSED 2' WIDE CONCRETE PILOT (SEE DETAIL THIS SHEET) TCOR.P.330.00 330 02 a -7 �47 W� - 1:1 ... 401MMEt ,, - DITCH TO DRAIN CHANNEL - A - (SEE.. DETAIL THIS SHEET) TPOR;P.329.50 3 I I ADE ' ..... ..... r_ M_�24v.l f _L W 1 328 DITCH TO FL=329.85 1-1-51 CONCRETE PILOT CHANNEL 0-0.50X GRADE X" 2 (SEE DETAIL THIS SHEET) 7= 7 DRAIN EXISTING 27" 0 R.C.P. 330 PRO M AUSTIN STONEWALL 9 327 -331 330 ETAIL...THIS E* SHrET) PROVIDE 5' WIDE X 4" THICK REINFORCED 328 RI -------- v I- - gi AWN TP331.27 3 32 STING--PAVEMENr 1117,711 77/-/-/7/77/51/Z TP TP TP T Tp EXISTING R�NFORC 'CONCRETE FL325.95 glGC_EXI MATCH EXISTING TP-329.00 71-117,-,'111 332.27 .3AmrING N REIE ORrVLVAYJ 3.1 3.31.16 SLOPED HEADWALL FL-326.56 PROPOSED REINFORCED CONCRETE SLOPED 33Z.23 332.1 O� 331.82 MATCH EXISTING I TP. a HEADWALL (SEE DETAIL SHEET C3) (VERIFY) PROPOSED REINFORCED CONCRETE CONSTRUCT 4" THICK REINFORCED CONCRETE E TING 2-BBL 24"0 R.C.P. . FL 2"BBL 24" 0 R.C.P.=325.93 SLOPED HEADWALL (ZEE DETAIL SHEET c3) -SLOPED HEADWALL AS SHOWN U.S.. - 329.07 PROVIDE & INSTALL 8I.41 L.F. R. P. - 331.00 FL 2 -BBL 24 0 R.C.P.-325.47 -76 R;C;P. CONSTRUCT 4 THICK REINFORCED CONCRETE F. M. 2154 2 -BBL 24" 0 C - (WELLBORN ROAD) MATCH EXISTING TP 0 0 . -0:60% GRADE , SLOPED HEADWALL AS: SHOWN 134. FL = 328.58 MATCH EXISTING TP 0 MATCH EXISTING TP 0 R.P. - 331.56 (SEE PROFILE DETAIL THIS SHEET) R.P.- (VERIFY) R.P.=320.00 (VERIFY) (100' MGHT-OF-WAY) F. M. 2154.(WELLBORN ROAD) PROPOSED 91 L.F. 2 -BBL 24"0 R.C.P.0 -0.50X GRADEi(SEE PROFILE (100' RIGHT-OF-WAY) THIS SHEET) BENCH MARK: SQUARE CHISELED IN THE EAST CORNER OF THE ELECTRICAL TRANSFORMER PAD LOCATED BEHIND TIGERLAND EXXO AT THE CORNER OF THE INTERSECTION OF F.M. 2154 (WELLBORN ROAD) AND ROCK PRAIRIE ROAD. ELEVATION = 335.20'(.NGVD) - TRAFFIC CONTROL NOTE: TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED BY SEPARATE CONTRACTOR, le. ONLINE, INC. IN ACCORDANCE WITH TXDOT STANDARD DETAILS AND SPECIFICATIONS. 0 10 4 5 • SCALE: 1 30' 80 (SCALE IN FEET) FEB 1 1 2005q� COLLEGE STATION ENGINEERING PREPARED FOR: SOUTHWOOD WEST GROUP 160 P.O. BOX 10220 COLLEGE STATION, TEXAS 77842 TELEPHONE: (979) 693-1617 PROFESSIONAL SERVICES PROVIDED BY: L.A. BERRY, P.E. BERRY ENGINEERING COMPANY 1811 ROSE STREET BRYAN, TEXAS 77802 TELEPHONE (210) 884-0065 AGENT TO OWNER: KEN "EARL:' HAVEL 11379 POST OAK LANE ' BRYAN, TEXAS. 77807 TELEPHON (979) 280-5581 E-MAIL: earlhavel0earthlin k. net O V) 0 O Z 0 �w LL in o n 0 W ti I u 0. z < L0 It If 04 tn 00 b'j 10, "i III Lo 0 r if) F_ 0 W 0 z V) < 0 111 MIX 0 w wwowt z .., it Qa - 2F _jz W Ul ;L* Z O 0 jr 3: Z m a. z X LLJ w w 0 F- ni � a n � ra flj wu U= rA rm9 VI (Z � x Lli ry 0 Lij v I.- .rJ m z z Lli 0 . (.) < 00 0 0: V) V) W. W. Z N 0 < M O 0 .00 Ld to L0 Lij LL W 0, W - f ry 0 -D 0 o I SHEET NO 0. 0 ` � r t zz Z ui 0 Lo ._s 20' UTILITY AND DRAINAGE ESMT EDELWEISS ESTATES, PHASE 7 -B Q LOT 11, BLOCK 22 ` __ ----- � i 20' UTILIT( AND DRAINAGE ESMT VOL 3805, PG 48 EXIST - R1 670 8' HIGH CMU BLOCK FENCE - ---_ —.. -------- ---- � 25 , tA NpSCAPE B UFFER L S5 4' 23 ' 3:f . �• 1 I 25' LANDSCAPE BUFFER (� r `• N (� • �l { 4 23 3 r•••• y,,,� I 91. ' 60.5 _ S5 � _� S o -- ----' EXIST N EXIST ' . DUMPSTER I r 0 CV � w I� �U) ® 0 w i- �- 00 I cn to I N w I� 15' -0" I 1 10' 0" EXIST UTIL ESMT 0 0 0 w _ 118.00' N4 W N / PROPOSED 25' WIDE PRIVATE ACCESS EASEMENT 0 m W N co 3:U U 0 m C4 W I— J Z 0000 LOT 6 W 108' 0" E IST 9' J 1, 2SP ®9' 1 1 1 EXI' �. w EXIST N 6 CONC PVMT TYP w EXIST 15 SP ®9' I' EXIST � � I � PHASE 2 I ------- - - - - -- I. • �i EXIST BLDG C (i 2 SF REST EXIST 35'x8: ACCES EASEM I I IT I � I I � H 2 S \ FIRE LANE -TYP�� a I � EXIST 6" CONC PVMT TYP i I 2SP 0 9' 10' I 25'I BLDG LINE I EXIST UTIL ESMT ID I LOT 7 118.00' - N47'03'58" W ► W=. l��t• �i i� ULM .. ( IRE LANE EXIST DUMPSTER E' 9' 190' -0" < I 1 I EXIST I -I- I PROPOSED BLDG E 1 0 5 SP @ 9' o wl x � � 7,368 SF I N w I HANDICAP RAMP I RE:6 -SP2 - _ EXIST CONC WALK { CONC CURB / &5 - SP 2 I — I _ I 1 10' 0" EXIST UTIL ESMT 0 0 0 w _ 118.00' N4 W N / PROPOSED 25' WIDE PRIVATE ACCESS EASEMENT 0 m W N co 3:U U 0 m C4 W I— J Z 0000 LOT 6 W 108' 0" E IST 9' J 1, 2SP ®9' 1 1 1 EXI' �. w EXIST N 6 CONC PVMT TYP w EXIST 15 SP ®9' I' EXIST � � I � PHASE 2 I ------- - - - - -- I. • �i EXIST BLDG C (i 2 SF REST EXIST 35'x8: ACCES EASEM I I IT I � I I � H 2 S \ FIRE LANE -TYP�� a I � EXIST 6" CONC PVMT TYP i I 2SP 0 9' 10' I 25'I BLDG LINE I EXIST UTIL ESMT ID I LOT 7 118.00' - N47'03'58" W ► W=. l��t• �i i� ULM .. ( IRE LANE EXIST DUMPSTER FHAS E 1 298.03' - N4703'58 "W FM 2154 ( WELLBORN ROAD ) 100' R.O.W. ( ASPHALT PVMT ) EXIST CONC APRON EXIST 35'x LOT 8 ACCESS S EASEMEN 147.00' - N4703'58" W SITE PLAN SCALE: 1" = 20' -0" 00 co N N U a O U m a w w000 LL- J >N fi 1, EXIST CONC APRON EXIST 85' PRIVATE ACCESS ESMT & PRIVATE DRAINAGE ESMT EXIST CITY OF BRYAN 20' ELECT ESMT EXIST CITY OF CS 20' UTILITY ESMT REVISIONS E' 9' — — -I- I - CB 34 , _0r, o wl x � NEW N w I F, Q ;:�• � A RC ' TE OF I 1\ EXPIRATION DATE 7/31/08 ------ - - - - -- Z W uj Q h h w 0 v w Z Z Z w O • }� U w m � z I U a I I 11 3 U m U Q I I I o w F- O J EXIST I 1 w i 0 l I C) BLDG D i i i i ui V) 11,332 SF I { I I 1 I EXIST I I 8 SP I I L J E � F- �— O m o O J w d V BLDG " r' OFFICE/ DOLLAR GEN I RETAIL RETAIL I w I I I I I I I � J I F I I I I 1 ZI 1 m I ❑ L - -- _ r - -- � ___ - -_ -- �_ -- I - I 1 w � ul. ( I I I 1 EXIST EXIST H i EXIST ( H I I I I _ EXIST � I I I PHASE 1 1 1 I _ EXIST OSP ®9' O I 25_BL.DG LINE J FHAS E 1 298.03' - N4703'58 "W FM 2154 ( WELLBORN ROAD ) 100' R.O.W. ( ASPHALT PVMT ) EXIST CONC APRON EXIST 35'x LOT 8 ACCESS S EASEMEN 147.00' - N4703'58" W SITE PLAN SCALE: 1" = 20' -0" 00 co N N U a O U m a w w000 LL- J >N fi 1, EXIST CONC APRON EXIST 85' PRIVATE ACCESS ESMT & PRIVATE DRAINAGE ESMT EXIST CITY OF BRYAN 20' ELECT ESMT EXIST CITY OF CS 20' UTILITY ESMT REVISIONS DATE BY 8/27/05 CB 4/11/05 CB F, Q ;:�• � A RC ' TE OF EXPIRATION DATE 7/31/08 Z W uj Q h h w 0 v w Z Z Z w O • }� U w m � z m H U a o M = Z U m U Q N X w F- O Q W C) w E J 0 U V) L.1J E 00 V E m t� L J E � F- �— O m o O J w d V BLDG " r' SP 1 T B K FM 2154 ( WELLBORN ROAD ) KEY - SITE PLAN 1/32" =1' —U' E 2 B BLDG " B B" - - KEY P PLAN BLDG HAS F FIRE P PROTECTION 1 1 18"=l' -Y' 2 0 4" ELECT CONDUIT -4 WIRE Fo LOT 7 T • SW BUSINESS CENTER WELBORN ROAD, COLLEGE STATION, TEXAS DRAWING DRAWING TITLE SP1 SITE AND BUILDING KEY PLAN A -1 FLOORPLAN /REFLECTED CEILING PLAN A -2 ELECTRICAL /MECHANICAL MP -1 MECHANICAL / PLUMBING E -1 ELECTRICAL LEGAL DESCRIPTION 2.532 ACRE TRACT — ZONED Cl LOT 5 & LOT 6, BLOCK 2 EDELWEISS BUSSINESS CENTER CRAWFORD BURNETT LEAGUE, A -7 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER SOUTHWOOD WEST GROUP PO BOX 10220, COLLEGE STATION, TX 77842 (979) 693 -1617 'rvn ml nn rk 1 lr+l rrcl LOCH ION MAP Nis 5'X5' CONIC LANDING REVISIONS DATE BY 1/22/08 CB 2/1/08 CB 4/11/08 CB i i 2BQ,P� E of EXPIRATION DATE 7/31/08 i i z o 0 Lo �n 1 L1J o 0 °' cr- 0 w z z z z Q 0- W O U CK Lli m fy Z � � a M �- w Q � o M = z U m U Q N (n X W H Z O T F ry Lli W cD Lli T J z0 J W r O U :D I— G V) Lli Lli zU O Lli m V) V) V) ; 0 L_ LLJ V) N U T LL- r cLOX o_ V) LLJ N BLDG "1�' sp 1 e" LEGAL DESCRIPTION 2.532 ACRE TRACT — ZONED Cl LOT 5 & LOT 6, BLOCK 2 EDELWEISS BUSSINESS CENTER CRAWFORD BURNETT LEAGUE, A -7 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER SOUTHWOOD WEST GROUP PO BOX 10220, COLLEGE STATION, TX 77842 (979) 693 -1617 'rvn ml nn rk 1 lr+l rrcl LOCH ION MAP Nis 5'X5' CONIC LANDING REVISIONS DATE BY 1/22/08 CB 2/1/08 CB 4/11/08 CB i i 2BQ,P� E of EXPIRATION DATE 7/31/08 i i z o 0 Lo �n 1 L1J o 0 °' cr- 0 w z z z z Q 0- W O U CK Lli m fy Z � � a M �- w Q � o M = z U m U Q N (n X W H Z O T F ry Lli W cD Lli T J z0 J W r O U :D I— G V) Lli Lli zU O Lli m V) V) V) ; 0 L_ LLJ V) N U T LL- r cLOX o_ V) LLJ N BLDG "1�' sp 1 e" REVISIONS W/ 5/8" SHTRK ON EA SIDE FLOOR PLAN 1/4 " =1' -0" - xi -e" a I r 12"X12" VIEW PNL W/ WIRE GLASS EXIT SECURITY BAR 2"X8"- 14 GA HOLLOW MTL FRAME ALUM THRESHOLD HANDIC ACCESIBLE O 18 GA INSUL MTL DR 1 1/2 PAIR HINGES W/ NON - REMOVABLE PINS WEATHERSTRIPPING DOOR CLOSURE DOOR BOTTOM SEAL a" _n" © PREHUNG DOOR UPPER W/ GLASS 5 " JAMB -FJ COLONIAL TRIM - FJ TOP & BOT MORTISE PIN FO R ALL INTERIOR DOORS PROVIDE 2 X — FRAME AROUND OPENING ix it .;, —n " © PREHUNG DOOR FULL GLASS 5" JAMB - FJ COLONIAL TRIM - FJ Ix -DOOR SCHEDULE i 3/9' = 1' -6' L� a t i s i cV 2" i 9' -8" 3' -O" 3' -(" 3' -0" P O �o 1 � Fj O O a a I o c� 0 ENTRANCE DOOR NOTES CLEAR ANODIZED ALUM - NARROW STILE 1 1/2 PAIR HINGES DEAD LOCK - KEY OUTSIDE, LATCH .INSIDE PUSH & PULL HANDLES HANDIC TRESHOLD DOOR CLOSURE as—;r 2" a� 1 bZO I s I cV 2" IN 6' -6" LL 0MEW a� 1 NOTES FRAMES - 2" X 4 1 I CLEAR ANOD ALUM GLAZING - 1" INSULATED GLASS ( 11 LOW "E" GL ON OUTSIDE 1/4r GL ON INSIDE ) O 1" INSULATED PLATE GLASS O 1" INSULATED TEMPERED GLASS PROVIDE CONTINUOUS SILL FLASHING PROVIDE END CAPS AT WALL ABUTTMENT 4 WINDOW SCHEDULE 1/4" = 1' -C' C CONC G v _ e 1/4' X 24" X 36" MIRROR W/ CHROME EDGE TYP 1 1 It SS GRAB BARS s� M O H M ,a 12" 42" TYP 1 1/2" SS GRAB BARS TOILET. —� M PAPER O z M 0) 36" MAX 2 HANDICAP DETAILS NTS 2" K : Tl' z 0, �r - N s0) S C�IAXlFJ1R N KNEE 6" g' CI: A MICE 17" MIN I M a 00 I io A" 1/4" TEMP GLASS SHEETROCK RETURN 1/2' ALUM STOPS DATE BY 1/22/08 CB 2/1/08 CB 4/11/08 CB rE of EXPIRATION DATE 7/31/0 4- /I--e' W BLDG " r' Ale. O PREHUNG DOOR 6 PANEL 5" JAMB - FJ COLONIAL TRIM - FJ z QD o Lo X w (n I LLI ui Q t— � °' r Ly O rn w r C) Q O U � LI I— V) Z WW zU O �Q C.7 Lu Z_ Z Z o N a c x w N V U W m O CL Q M 04 ry W Q I- 0 m = z U m • U ry Q .- 0 BLDG " r' Ale. O PREHUNG DOOR 6 PANEL 5" JAMB - FJ COLONIAL TRIM - FJ Q X w Z O Q t— Ly w W w W C) Q O U � V) V) V) WW zU O �Q ° Lu Z o L_ c N V U — I..L_ p Q.. O CL 04 BLDG " r' Ale. O PREHUNG DOOR 6 PANEL 5" JAMB - FJ COLONIAL TRIM - FJ i REFLECTED CEILING PLAN 1/4" =1' -0" ROOM FINISHES SCHEDULE I�YHy�D7 0 a e 0 i� MA 5/8" GYP BD CEILING 2' X 2' ACOUSTICAL LAY -IN CEILING TILE & GRID R -30 BATT INSUL 2'x4' LAY -IN FLUOR FIXTURE SURF MNT WRAP AROUND FLUOR FIXTURE RECESSED INCAND FIXT EXHAUST FAN RETURN AIR GRILLE SUPPLY AIR GRILLE SUPPLY AIR GRILLE SHTRK CEILING EMERGENCY EXIT LIGHT BATERY PACK EMERGENCY LIGHT CEILING FAN REVISIONS DATE BY 1/22/08 CB 4/11/08 CB RC y .... N : 3N Al •' GI OF EXPIRATION DATE 7/31/08 4 Z U Lo W p � 0 01 �' If W z • C� Z Z X a X n w ~ Q • z U W ct m ry :D z a M ry C) <C I- M = 0 z U 0 ° • U <t r N U) Q X W Z 0 a n ry w W 0 Li ZD W p o C) U ::D V) V) V) W W zz o o LLJ z 0 V) L0 LiJ N V U ry O p- o a-0x N Cn W BLDG " r' Ate. • , - • • I0000�����0���00� REVISIONS DATE BY 1/22/08 CB 4/11/08 CB RC y .... N Al •' GI OF EXPIRATION DATE 7/31/08 4 Z U Lo W p � 0 01 �' If W z • C� Z Z X a X n w ~ Q • z U W ct m ry :D z a M ry C) <C I- M = 0 z U 0 ° • U <t r N U) Q X W Z 0 a ry w W 0 Li ZD W p o C) U ::D V) V) V) W W zz o o LLJ z 0 V) L0 LiJ N V U ry O p- o a-0x N Cn W BLDG " r' Ate. ICl ►Tl&irf kl VALVE PLUMBING FIXTURE SCHEDULE PLAN GENERAL PROTOTYPE RCUGH-I$ PROTOTYPE CON N. DESCRIPTION WASTE VENT C.W. H.W. MARK DESCRIPTION FIXTURE FURNISH COMPLETE W/ FLOOR MT TYPE #110 -3 FLUSH VALVE AND OLSONITE 60,000 BTU Lil THERMOSTAT, TIME GUARD (2) 5 TON MAX FUSE 60 ELONGATED BOWL, #96 OPEN FRONT WHITE SEAT. 4" 2" 314" • P-1 SIPHON JET FURNISH SETTING WAX AND ALL AHU Z HDW., STD. COMPRESSOR m 18" HANDICAP NECESSARY CLOSET BOLTS & BOLT CAPS. WARRANTY, FREON, AND cn a 208/230V 3 PHASE N X w MODEL #2000.100 SINGLE LEVER FAUCET • } U w P - 2 DROP IN LAVATORY P - TRAP, (2) SERVICE PIPES W/ STOPS 1 1/4" 1 1/4" 1/ 2" 1/2" 20 KW HEAT STRIP VITREOUS CHINA AND ALL NECESSARY MOUNTING HARDWARE U -2 CONDENSOR COOLING: 208/3/60 FURNISH COMPLETE W/ MODEL #2000.100 SINGLE LEVER FAUCET 208/230V 3 PHASE 48,000 BTU U THERMOSTAT, TIME GUARD P -3 DROP IN LAVATORY P -TRAP, (2) SERVICE PIPES W/ STOPS 1 1/4" 1 1/4" 1/2' 1/2" VITREOUS CHINA AND ALL NECESSARY MOUNTING HARDWARE AHU HDW., STD. COMPRESSOR WHITE VITREOUS CHINA. COMPLETE WARRANTY, FREON, AND P - 4 VITREOUS CHINA URINAL W/ FLUSH VALVE - SLOAN ROYAL 186 -1 2' 1 1/2' 3/4" FOR A COMPLETE AND AND ALL NECESSARY HARDWARE 5 1.2 MCA, 48 MOCP FUNCTIONING INSTALLATION P-5 ELECT WATER FOUNTAIN 1 1/4" 1 1/4r 112" — DUAL BROAN L700L IN LINE EXHAUST FAN GRAINGER #4TR61 HANDICAP 120VAC,2.9 AMPS P-6 40 GALLON TANK 40 WATER HTR PROVIDE ALL PIPING, FITTINGS &PLATFORM. 3/4" 3/4" ADVANCE MODEL #9 -OP -28 P-7 JANITOR FLOOR SERVICE 22" x 2e, 12" HIGH W/ 6" DROP,P -TRAP 3" SINK AND T &S #8- 674RGH SERVICE FAUCET ZURN MODEL #ZN -415, FURNISHED W/ P -8 FLOOR DRAIN TRAP PRIMER (ZURN #Z- 1022), AND TRAP PRIMER CONNECTOR (ZURN #Z- 1023), W/ 2' 1 1/4" 1/2" NICKEL BRONZE FINISH 5" TYPE "B" STRAINER, DEEP SEAL P -TRAP P-9 15" SS BAR SINK SINGLE LEVER FAUCET 27 1 1/4 1/27 — LtGEND ro 0-1 a 0 ll )�? . MECHANICAL P LAN MECHANICAL SUBCONTRACTOR TO TO SIZE ALL DUCTS AND BALANCE THE AIR CONDENCING UNITS ON THE ROOF 5/8" GYP BD CEILING 2' X 2' ACOUSTICAL LAY -IN CEILING TILE & GRID R -30 BATT INSUL 2'x4' LAY -IN FLUOR FIXTURE RECESSED INCAND FIXT WALL .MT INCANDESCENT EXHAUST FAN RETURN AIR GRILLE SUPPLY AIR GRILLE SUPPLY AIR GRILLE SHTRK CEILING EMERGENCY EXIT LIGHT BATERY PACK EMERGENCY LIGHT CEILING FAN MECHANICAL EQUIPMENT SCHEDULE PLAN GENERAL MINIMUM ELECT PROTOTYPE MARK DESCRIPTION CAPACITIES V /PH /Hz EQUIPMENT U -1,U -3 CONDENSOR COOLING: 208/3/60 FURNISH COMPLETE W/ z0 W p 208/230V 3 PHASE 60,000 BTU Lil THERMOSTAT, TIME GUARD (2) 5 TON MAX FUSE 60 V) DELAYED STARTING RELAY. UNITS • 0 ALL NECESSARY MOUNT. C� AHU Z HDW., STD. COMPRESSOR m SPLIT SYST V) WARRANTY, FREON, AND cn a 208/230V 3 PHASE N X w OTHER REQUIRED ACCESORIES • } U w FOR A COMPLETE AND : 57.6 MCA, 60 MOCP Q M FUNCTIONING INSTALLATION 20 KW HEAT STRIP w F_ U -2 CONDENSOR COOLING: 208/3/60 FURNISH COMPLETE W/ 208/230V 3 PHASE 48,000 BTU U THERMOSTAT, TIME GUARD (1) 4 TON MAX FUSE 60 DELAYED STARTING RELAY. UNIT ALL NECESSARY MOUNT. AHU HDW., STD. COMPRESSOR SPLIT SYST WARRANTY, FREON, AND 208/230V 3 PHASE OTHER REQUIRED ACCESORIES FOR A COMPLETE AND 5 1.2 MCA, 48 MOCP FUNCTIONING INSTALLATION 15 KW HEAT STRIP EF -1 300 CFM BROAN L700L IN LINE EXHAUST FAN GRAINGER #4TR61 120VAC,2.9 AMPS DATE BY 1/22/08 CB 1/22/08 CS 4/11/08 CB '� t1Tl(N ' 7 � • ' tiY �,4T£ OF EXPIRATION DATE 7/31/08 4_ //_q BLDG It �' Z 0 't tr) L F_ LI D 'n � a r r O L,J w z0 W p 0 c) U � Lil V) V) V) z W Lij • 0 C� Z m Z V) Z cn a W V N X w Q • } U w m : ry Q M ry w F_ 0 M = z U m U ry Q ° BLDG It �' V) X L F_ 0 a (n w L,J w z0 W p 0 c) U � V) V) V) W Lij ZU 0 m V) Z V) U Lo W V N U noe o' O x �- Cy) N V) LLI BLDG It �' CfVIGRVLJVIV 1 L1 11 J u111 — • . — QUANT = 4 (FOUR) AT FRONT OF BUILDING ON MASTER METER REVISIONS LEGEND 0 1 i 11 Lit ZAA 5/8" GYP BD CEILING DATE BY 1/22/08 CB 2/1/08 CB 4/11/08 1 CB 2' X 2' ACOUSTICAL LAY -IN .�H RC,�, CEILING TILE & GRID X15: 5�t� �'•.��` R -30 BATT INSUL �..••cp� 2'x4' LAY -IN FLUOR FIXTURE ��'•''• �32sa,.••'�.Q� q r£ of RECESSED INCAND FIXT WALL MT INCANDESCENT EXPIRATION DATE 7/31/08 4 Q EXHAUST FAN 0- x W RETURN AIR GRILLE z O U w SUPPLY AIR GRILLE 2X4 LAY —IN FLOURESCENT ry a z EA CONTROL SEPARATELY SUPPLY AIR GRILLE 0 u SHTRK CEILING V I 0 w `n z GENERAL U EMERGENCY EXIT LIGHT • U of Q BATERY PACK ry r- F_ O °' EMERGENCY LIGHT W (AMP C 6" RECESSED INCAND FIXT 1 — PAR H U D z 1 CEILING FAN W WALL MNT 1 • C� z z SYMBOLS LEGEND SWITCH ab SWITCH CONTROLING 2 FLUOR TUBES - SAME FIXTURE t 3 THREE -WAY SWITCH (TO A FIXTURE SWITCHED FROM TWO LOCATIONS) I' FOUR -WAY SWITCH (ONE OF THREE SWITCHES TO A FIXTURE) LIGHT DIMMER SWITCH TIMER SWITCH V TELEPHONE DUPLEX RECEPTACLE �az DUPLEX RECEPTACLE MOUNTED AT 4T ABOVE FIN. FLR. WEATHER PROOF DUPLEX RECEPTACLE 220 OUTLET -v PUSH - BUTTON CONTROL ELECTRIC PANEL RECESSED LIGHT FIXTURE DC DATA CABLE O THERMOSTAT F v - T - Ll VENT & LIGHT WALL MT FIXTURE CEILING MOUNTED FIXTURE ELECTRICAL PLAN 1/4' =1' -0" MARK GENERAL DESCRIPTION Q LAMPS 0- x W O z O U w m m 2X4 LAY —IN FLOURESCENT ry a M EA CONTROL SEPARATELY GENERAL CE w � Q I— 0 M = z GENERAL U m • U of Q r N SYMBOLS LEGEND SWITCH ab SWITCH CONTROLING 2 FLUOR TUBES - SAME FIXTURE t 3 THREE -WAY SWITCH (TO A FIXTURE SWITCHED FROM TWO LOCATIONS) I' FOUR -WAY SWITCH (ONE OF THREE SWITCHES TO A FIXTURE) LIGHT DIMMER SWITCH TIMER SWITCH V TELEPHONE DUPLEX RECEPTACLE �az DUPLEX RECEPTACLE MOUNTED AT 4T ABOVE FIN. FLR. WEATHER PROOF DUPLEX RECEPTACLE 220 OUTLET -v PUSH - BUTTON CONTROL ELECTRIC PANEL RECESSED LIGHT FIXTURE DC DATA CABLE O THERMOSTAT F v - T - Ll VENT & LIGHT WALL MT FIXTURE CEILING MOUNTED FIXTURE ELECTRICAL PLAN 1/4' =1' -0" MARK GENERAL DESCRIPTION MAIN LAMPS REMARKS SURFACE ❑ PROTOTYPE z O 208 V 3 PH, 4 W 2�_ DOUBLE BALAST A ab 2X4 LAY —IN FLOURESCENT 4 — F40 T12 CW EA CONTROL SEPARATELY GENERAL FIXTURE, PRISMATIC LENSE a � J w D a 0 06 GENERAL DOUBLE BALAST °b WRAP AROUND SURF MNT 4 — F40 T12 CW EA CONTROL SEPARATELY F_ FLUORESCENT FIXT O J DESCRIPTION OF LOAD (AMP C 6" RECESSED INCAND FIXT 1 — PAR 38 U D WALL MNT FIXTURE 1 — 100 W WALL MNT 1 INCANDESCENT 2 2 60 35 A/C UNIT 1 - 5 TON DANCE 1 LIGHTS PANELBOARD Q MAIN BRKR. ❑ SURFACE ❑ PROTOTYPE z O 208 V 3 PH, 4 W 2�_ MAIN LUGS O FLUSH ❑ EQUIPMENT � J z GENERAL z oo a � J w D a 0 06 GENERAL DESCRIPTION 0 m Q o 0 dam' 0 F_ m Q O J DESCRIPTION OF LOAD (AMP 0 0 � a a U v o AMP OF LOAD DANCE 1 LIGHTS 8 20 1 1 2 2 60 35 A/C UNIT 1 - 5 TON DANCE 1 LIGHTS 8 201 3 3 1 4 " 60 35 " DANCE 1 LIGHTS 6 20 5 5 1 6 " 60 35 " DANCE 2 LIGHTS 6 20 7 7 8 4 80 60 HEAT UNIT #1 DANCE 2 LIGHTS 6 20 9 9 10 " 80 60 " DANCE #2 AND HALL #2 LIGHTS 8 20 11 11 12 " 80 60 " WOMEN RESTROOM LIGHTS AND EXH FANS 8 20 13 13 14 6 30122 WATER HTR MEN RESTROOM LIGHTS AND EXH FAN 6 1 20 15 15 16 " 30122 " DANCE #3 LIGHTS 8120 17 17 18 8 40 30 A/c UNIT 2 - 4 TON MUSIC #14213 AND HALL #1 LIGHTS 8 20 19 19 20 " 40 30 " MUSIC 4, OFFICE AND RECEPTION LIGHTS 8 20 21 21 22 " 40 30 " WAITING RM LIGHTS 4 20 23 23 24 10 60 35 1 HEAT UNIT #2 DANCE #1 PLUGS 4 20125125 26 " 60 35 " DANCE #2 PLUGS 4 20127127 28 " 60 35 " DANCE #3 PLUGS 4 29 30 12 60 35 A/C UNIT 3 - 5 TON MUSIC #1,#2.#3 PLUGS 6 31 32 " 60 35 " MUSIC 4 OFFICE AND RECEPTION PLUGS 6 33 34 " 60135 " SIGN 15 t201 35 36 1480 60 HEAT UNIT EXIT NIGHT LIGHT AND EMERGENCY LIGHTS 11 37 38 " 80 60 " EXIT NIGHT LIGHT AND EMERGENCY LIGHTS 11 39 40 " 80 60 " COKE MACHINE PLUG 15 41 42 16 201 15 GFI ELECTRIC WATER FOUNTAIN A - 328 TOTAL B - 326 WIRE CONDUIT 3» CONNECTED LOAD C - 330 SIZE: 250 MCM SIZE: IERAL NOTES TO ELECTRICAL PLANS kLL ELECTRICAL WORK TO LOCAL, STATE, & NATIONAL CODES WHICH TAKE PECEDENCE OVER THESE DRAWINGS. 2. SUPPLY POWER TO ALL EQUIPTMENT AND APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 3. ALL WALL MOUNTED FIXTURES TO BE LOCATED AT 80" A.F.F., U.N.O. 4. ALL BATHROOM VENTS TO BE CONTROLLED BY SEPARATE SWITCH. 5. OUTLETS ® KITCHEN & RESTROOM COUNTERS TO BE G.F.I. 6. ALL BUILDING LIGHTS ON TIMER. 7. ALL ELECTRICAL OUTLETS SHALL BE MOUNTED AT 16" A.F.F. TO CENTERLINE OF OUTLET UNLESS NOTED OTHERWISE. 2 1 12" COND W/ 4 -4/0 THHN 1 - #6 THHN 250 A METER 120/208V 3 PHASE MAIN —0 DISCONECT TO LEASE SPACE ELECT PANEL EXIST GUTTER ELECT SERVICE BLDG of �f E1 Q X w F- z O Q F- W ry Lid F— Q � J z O Ld Q U V) V) LLI W zz o V) Q dam' F_ m () m z V) O L0 W V N LL F- �— � o �n o x N (n LLI T_ BLDG of �f E1 2 0 I zo r CO i N M 00 t M 11 22' -9" •1 r.9. 24' —(' 24' -0" 3 24'—(f 0 24' -d" C:1 24' —C' 7 24' -0" I (E _ 5 v � CD - - - - - D 61 7 6 � X36,,, ♦ 6'' � s � ?,, � TA ��6k �a3 a 21 -9" 11 r I M N 0 A" � z ll�- - r A 7 c9'- \ J• 7 �'' TA S TA si 1 CONC PIER PLAN - BLDG is �f 1/8 " -1 -0" 190' -0" 2 3 4 5 6 7 8 9 g" 22' -9" 24' -0" 24' -0" 24' —O" 24' —C' 24' -0" 24' -0" 21' -9" 9" � 6" a - - --, ,- - -- -- --- - - - -- ,-- - - - --I I I I II II II II I ---- - - - - -- — r --------- - - - - -- r---------- - - - - -i i ----- - - - - -- - I I s I I I I 5 1/2" I 1 II II II II s2 II II II I II &D II II �' II II e I 1 i I II \,S�2 II II II 1 I z ao II II II II II II II I I S2 II II II jj jj II II M I � _ I I I I - - - --� ----------- - - - --j L-- - - - - -- -- - - - --� �- - -- ° - - - - - -- -------- - - - - -- - -- - - - - - -- —� --I r -- ---- - - - - -- — —� --- - - - - -- -------------------------- - - - - -- --------- - - - --� r -- - - - - -- -- - - - -- 1 - - -- —�, --- - - - -- r --- - - - - -- , r - --i r I I S I I I I I I I II II II II II II II II Ii II II II II it I II II II z� II II I � I II II II II I II II I s la., s2 II II II I I I I I I I I I I I I to 0o I - II II II II II II II I 1 1 I II I� II Ii II II II I � I (( --- -i- - -- ----- - - - --i L---------- - - - - -J �- - -- -- --- - - - --� �- - -- — — - - --� �- - -- --- - - - - -� ---- - - - - -- ---------- - - - - -- —� -- - - -- -- r b M #4 DOWELS- 4'LONG ® 24" OC #4 DOWELS- 4'LONG Cam? 24" OC S'2 . 1 3' cr 7s- 8 m 3' O" 3' p" 7' -8" 3' Cr 174' —Er 192' -0" FOUNDATION PLAN - BLDG "B" b 1 am � 1 z ll�- - r A 7 c9'- \ J• 7 �'' TA S TA si 1 CONC PIER PLAN - BLDG is �f 1/8 " -1 -0" 190' -0" 2 3 4 5 6 7 8 9 g" 22' -9" 24' -0" 24' -0" 24' —O" 24' —C' 24' -0" 24' -0" 21' -9" 9" � 6" a - - --, ,- - -- -- --- - - - -- ,-- - - - --I I I I II II II II I ---- - - - - -- — r --------- - - - - -- r---------- - - - - -i i ----- - - - - -- - I I s I I I I 5 1/2" I 1 II II II II s2 II II II I II &D II II �' II II e I 1 i I II \,S�2 II II II 1 I z ao II II II II II II II I I S2 II II II jj jj II II M I � _ I I I I - - - --� ----------- - - - --j L-- - - - - -- -- - - - --� �- - -- ° - - - - - -- -------- - - - - -- - -- - - - - - -- —� --I r -- ---- - - - - -- — —� --- - - - - -- -------------------------- - - - - -- --------- - - - --� r -- - - - - -- -- - - - -- 1 - - -- —�, --- - - - -- r --- - - - - -- , r - --i r I I S I I I I I I I II II II II II II II II Ii II II II II it I II II II z� II II I � I II II II II I II II I s la., s2 II II II I I I I I I I I I I I I to 0o I - II II II II II II II I 1 1 I II I� II Ii II II II I � I (( --- -i- - -- ----- - - - --i L---------- - - - - -J �- - -- -- --- - - - --� �- - -- — — - - --� �- - -- --- - - - - -� ---- - - - - -- ---------- - - - - -- —� -- - - -- -- r b M #4 DOWELS- 4'LONG ® 24" OC #4 DOWELS- 4'LONG Cam? 24" OC S'2 . 1 3' cr 7s- 8 m 3' O" 3' p" 7' -8" 3' Cr 174' —Er 192' -0" FOUNDATION PLAN - BLDG "B" L- $o 1 N T EXTERIOR CONC BEAM DETAIL 3/4!'= l'-Y' 3,000 PSI CONC (5 SACK) W/ #3 BARS @ 12" OCEW COMPACTED SELECT FILL #3 DOWELS @ 12" O.C. 6 MIL POLY. #3 STIRRUPS @ 24" O.C. 6 @ #6 BARS (3TOP & 3 BOT) 30 LB FELT ON TOP OF PIER CONC PIER ix I c r+ —n" �C I c 2 EXTERIOR CONC BEAM DETAIL 3/4 " =1' -0" 5 INTERIOR CONC BEAM DETAIL 3/4 =1-0" 3,000 PSI CONC (5 SACK) W/ #3 BARS @ 12" OCEW 24!'-#5 DOWELS @ 16" OC COMPACTED SELECT FILL #3 DOWELS @ 12" O.C. 6 MIL POLY. #3 STIRRUPS @ 24" O.C. 6 @ #6 BARS (3TOP & 3 BOT) 30 LB FELT ON TOP OF PIER CONC PIER 3,000 PSI CONC (5 SACK) W/ #3 BARS @ 12" OCEW COMPACTED SELECT FILL #3 STIRRUPS @ 24" O.C. 6 MIL POLY. 6 @ #6 BARS (3TOP & 3 BOT) 30 LB FELT ON TOP OF CAP CONC PIER r,, —n" �Z I 3 EXTERIOR CONC BEAM DETAIL 3/4" = l'-O" � el IAN •' • = 3,000 PSI CONC (5 SACK) W/ #3 BARS @ 12" OCEW 24" - #5 DOWELS @ 16" OC COMPACTED SELECT FILL #3 DOWELS @ 12" O.C. 6 MIL POLY. #3 STIRRUPS @ 24" O.C. 6 @ #6 BARS (3TOP & 3 BOT) 30 LB FELT ON TOP OF PIER CONC PIER FUTURE 3,000 PSI CONC (5 SACK) W/ #3 BARS @ 12" OCEW 24" X24" L - #5 DOWELS @ 16" OC COMPACTED SELECT FILL 6 MIL POLY. #3 STIRRUPS @ 24" O.C. 6 @ #6 BARS (3TOP & 3 BOT) �o) I N to O 0 I 0 an" 1. SLAB TO BE POURED ON WELL COMPACTED SELECT FILL - 95% PROCTOR, PI 16 MAX - 5 MIN 2. AS MOISTURE PROTECTION USE 6 MIL. POLY. 3. REINFORCING STEEL SHALL BE ASTM A -615, GRADE 40 4. SPLICE REINFORCING BARS @ 18 BAR DIMETERS MINIMUM 5. PROVIDE 24" X 24" L SHAPE #5 BARS AT ALL EXTERIOR BEAM CORNERS - TOP & BOTTOM 6. CONCRETE TO BE 3,000 PSI @ 28 DAYS (5 SACK) 7. POUR CONCRETE WITH A MAX 6" SLUMP. 8. VIBRATE ALL BEAMS AT TIME OF CONCRETE POUR 9. PROVIDE TERMITE TREATMENT. r� I 7 CONCRETE PIER DETAIL NOT TO SCALE FIN FL 4 - #5 DOWELS - 60" LONG 3,000 PSI ( 5 SACK ) W/ 6 - #6 BARS #3 CIRCULAR TIES @ 12" OC VERTICAL REVISIONS DATE BY 4 -11 -08 CB �D ARc 1328!0•.•• �P TF OF EXPIRATION DATE 7/31/08 4 z ° d ul N 0 W z 0 � U U) z x W m z ry z Z <C m M I . U W W cn z a H U M z W ~ F- z 0 0 ° Q N Q W t- z O Q 1— tn W 0 W J ry J W z W U V) (n W z V) U) ZD m V W ¢ o _ ~ z W 0 m 0 C : ) w BLDG " E!' S-2 36" DIAM 5 1 �1 1 d- N i &D M x N I 1 iV o0 s ll i N 190' -0" 189' -1" 94' -8" 58' -0" d- 36' -5" 2X6 WALL W/ STUDS ' ® 16" OC & 1 12" OSB SHEATING PREFIN MTL SIDING 2X6 WALL W/ STUDS ' 0 16" OC & 1/2" OSB SHEATING PREFIN MTL SIDING 2X6 WALL W/ STUDS ® 16" OC & 1 /2" OSB SHEATING STONE VENEER W/ HARDI BD 6' -7" I T-171 1 no-1" 1Gp_1" 2X6 WALL W/ STUDS 0 16" OC & 1 /2" OSB SHEATING STONE VENEER W/ HARDI BD i Rp -1" 2X6 WALL W/ STUDS ® 16" OC & 1 /9' OSB SHEATING STONE VENEER W/ HARDI BD 1 5 1 2V I M z I a i Rs -1" 1 Cl -1 6' - 7' -.' 3' -5" ® l 8' -11" 16' -5" 16' -5" 8' -11" 8' -1" 2' 7" W/ 1 /2" P WD SPACERS Z 3 0 2X12 BM 2' 1" 2'- 2' 7' 2' 1" 2 -2X12 BM BELOW TOP PLTS 2 -2X12 B 2' 1" 12' -9" BELOW TOP PLTS TYPICAL BELOW TOP PLTS 191' -1" 1 FLOOR PLAN - BLDG 2 FRONT ELEVATION - BLDG " C' 118"=l'-Y' 12' -0" MATCH EXISTIN FINISHES WITH BLDG " B" LOT 5 & 6 3 END ELEVATION (NORTH) - BLDG i2 3 END ELEVATION (SOUTH) - BLDG "C 1/8 " =1' -0" N � �rn I 1 i cV REVISIONS DATE .- ;- i I M M 1 no-1" 1Gp_1" 2X6 WALL W/ STUDS 0 16" OC & 1 /2" OSB SHEATING STONE VENEER W/ HARDI BD i Rp -1" 2X6 WALL W/ STUDS ® 16" OC & 1 /9' OSB SHEATING STONE VENEER W/ HARDI BD 1 5 1 2V I M z I a i Rs -1" 1 Cl -1 6' - 7' -.' 3' -5" ® l 8' -11" 16' -5" 16' -5" 8' -11" 8' -1" 2' 7" W/ 1 /2" P WD SPACERS Z 3 0 2X12 BM 2' 1" 2'- 2' 7' 2' 1" 2 -2X12 BM BELOW TOP PLTS 2 -2X12 B 2' 1" 12' -9" BELOW TOP PLTS TYPICAL BELOW TOP PLTS 191' -1" 1 FLOOR PLAN - BLDG 2 FRONT ELEVATION - BLDG " C' 118"=l'-Y' 12' -0" MATCH EXISTIN FINISHES WITH BLDG " B" LOT 5 & 6 3 END ELEVATION (NORTH) - BLDG i2 3 END ELEVATION (SOUTH) - BLDG "C 1/8 " =1' -0" N � �rn I 1 i cV REVISIONS DATE BY 4/11/08 CB AC ARC C am. ::�ptifltV - . �. ,4 ••.,132sQ. -� Q� T£ OF EXPIRATION DATE 7/31/08 4 - Z 0 0 U (n I W 'n 0 of Ld Z C� Z z Z a g x w 0 U W m :D Q M �- w Q I- M = 0. z U m � � U Q T N V Q x W Z O Q U) ��// ry ui W W J w ° U V) Cn W () ° w Cn z m 0 O m _I V) w W � 00 w 0 0 O 0 BLDG " r' A-1 REVISI DATE 8/27/05 4/11/08 2 1 /4" GALVALUM STND SEAM ROOF '8 OSB DECK 0 30 LB FELT 1 X8 FASCIA 2X6 BAND- 1 X2 TRIM 3/8 AC PLWD SOFFIT — 2 ® 2X6 ROUGH CEDAR 4X4 ROUGH CEDAR 1 X6 HARDYPLANK TRIM 26 GA "R" PNL GALVALUM ROOF PNLS ON 5/8" OSB DECK AND 30 LB FELT 1X6 HARDYPLANK SIDING 2' -6 3/4" 2' -4 1/2 12 4 / , T 1 X6 HP TRIM co 1 M x 1 N ��,� • ., TF OF EXPIRATION DA1 i • 0 26 GA C ON 5/8 1 X2 SPAi 1X4 HB 1 X6 HB 1 X2 TRIM 3/8 AC 1 26 GA G. ON 5/8 2X4 MIL ENTRANCI INSUL GL 12 �2 24 GA PREFIN GUTTER ROOF TRUSS ® 24" OC x III .. PREFIN MTL SIDING 26 GA PREFIN DOWNSPOUT 2X6 - #2YP ® 16" OC - W/ 1/2 OSB SHEATING 24 GA GALVALUM FLASHING 1X4 HARDYPLANK TRIM CAP ROCK WALL 2X6 -TD WD IN MASTIC 2X4 - #2YP ® 24" OC x 1 N 2X6 - #2YP ® 16" OC R -13 BAIT INSUL `b i 1/2" PLWD OR OSB co cV 2X4 OR 2X6 TD WD PLATE IN MASTIC U z z z n O• ry U w m ry Q I U U Q F- 0 w 3 0 w d 1 -- 3/4' =1' -0" DETAIL OF ak.P l a A (-1 �.��� �� ��� ����.;�.�,� �.;� 004L�. _-� SECTION DETAIL r — L