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Home My WebLink AboutDrawingsTEXAS HOTEL MANAGEMENT CORPORATION LOT 6 BLOCK 4 ZPNED A-P 115'-6 115 I PROPOSED ELEG SERVICE PRO I,ERTYLINEt 275,44' 3,5'02'5' 7 1 — -- — -- -------------- 7.5' BUILDING SETBACK LINE . ...... _01 0 a 7.5 BUILDING SETBACK LINE ----------------- --------------------- ---- ----------- ---------- PROPERTY LINE: 273�,55' N I 105 •< 23'-0" 04 I 1 I_ z 1 Uj wB T LLI T I Q o� L z LU LLI i z z a� SUZANNE'S GiCHCOL OP DANCE LOT 4, BLOCK 4 ZONED A-P L AN REFERENCE- NO NONE SCALE: 0=20'-0 NORTH LOT. 05 BLOCKtO4 SUB13IV15IONo EDELWEISS BUSINESS CENTER COLLEGE STATION, TEXAS BRAZ55 COUNTY #4 BAR CONT. TYP. o il e_ #3 BARS @, 5' O.C. 19 =1 I M I 1=1 I 1 = I I F=1 I I Ifs . . . . . . . ...... ..... w I L-1 U FR '41 ro D GUTT=m 0 REFERENCE: 01/5P-1.1 SCALE: I"=I'—O" i TYPICAL REINFORCING: #3 BARS @ 12" O.C.E.N, 2" CLEAR WIDTH REINFORCING @ FIRE LANE, I (o" COMPACTED SUBGRADE� 6" LIME STABILIZED SUBGRAIDE @ 79 (EXTEND I' BEYOND CURB) T CC.,NC. PAVEMENT REFERENCE: 01/SP-1.1 SCALE: I'=1'"0" N N SYM50L LS —w— ; WATER LINE 0 MANHOLE GAS LINE HATER METER LINE FIRE HYDRANT FN 6'-0" 1 FENCE Em ELECTRIC METER M 01, IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C,O, rs 02 IRRIGATION 5Y5TE1 MUST BE PROTECTED BY A PRESSURE � VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW ' DEVICE ve OF A. DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS m PER CITY ORDINAR()P 23q4. 03 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED n. LU IL UPON INSTALLATION As PER CITY ORDINANCE 2384. 04 5HRUB5 .ALONG FRONT OF LOT MUST BE 3 HIGH FOR SCREENING ry PURPOSES. 05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR ]BRAZOS *NUMBERS COUNTY TEXAS AND INCORPORATED AREA MAP PROPERTY FROM EXISTING 46041CO144 C * 48041 C, EFFECTIVE JULY 2, Iciq2, THIS MINIMUM: PROPERTY 15 NOT LOCATED .IN A 160-YEAR FLOOD HAZARD AREA. PROPOSED 0 HIGH' ALL ROOF AND GROUND-MOUNTED MECHANICAL EQUIPMENT SHALL WOOD FENCE RE SCREENED FROM VIEW OR 150LATED SO As NOT TO BE MAXIMUM: VISIBLE I FROI'l ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 160' OF THE SUBJECT L OT, MEASURED FROM PROPOSED ELEG SERVICE PRO I,ERTYLINEt 275,44' 3,5'02'5' 7 1 — -- — -- -------------- 7.5' BUILDING SETBACK LINE . ...... _01 0 a 7.5 BUILDING SETBACK LINE ----------------- --------------------- ---- ----------- ---------- PROPERTY LINE: 273�,55' N I 105 •< 23'-0" 04 I 1 I_ z 1 Uj wB T LLI T I Q o� L z LU LLI i z z a� SUZANNE'S GiCHCOL OP DANCE LOT 4, BLOCK 4 ZONED A-P L AN REFERENCE- NO NONE SCALE: 0=20'-0 NORTH LOT. 05 BLOCKtO4 SUB13IV15IONo EDELWEISS BUSINESS CENTER COLLEGE STATION, TEXAS BRAZ55 COUNTY #4 BAR CONT. TYP. o il e_ #3 BARS @, 5' O.C. 19 =1 I M I 1=1 I 1 = I I F=1 I I Ifs . . . . . . . ...... ..... w I L-1 U FR '41 ro D GUTT=m 0 REFERENCE: 01/5P-1.1 SCALE: I"=I'—O" i TYPICAL REINFORCING: #3 BARS @ 12" O.C.E.N, 2" CLEAR WIDTH REINFORCING @ FIRE LANE, I (o" COMPACTED SUBGRADE� 6" LIME STABILIZED SUBGRAIDE @ 79 (EXTEND I' BEYOND CURB) T CC.,NC. PAVEMENT REFERENCE: 01/SP-1.1 SCALE: I'=1'"0" N N SYM50L LS —w— ; WATER LINE 0 MANHOLE GAS LINE HATER METER LINE FIRE HYDRANT FN 6'-0" 1 FENCE Em ELECTRIC METER M 01, IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C,O, rs 02 IRRIGATION 5Y5TE1 MUST BE PROTECTED BY A PRESSURE � VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW ' DEVICE ve OF A. DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS [C3 R EQUIRED 13 +v PER CITY ORDINAR()P 23q4. 03 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED n. LU IL UPON INSTALLATION As PER CITY ORDINANCE 2384. 04 5HRUB5 .ALONG FRONT OF LOT MUST BE 3 HIGH FOR SCREENING ry PURPOSES. 05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR ]BRAZOS *NUMBERS COUNTY TEXAS AND INCORPORATED AREA MAP PROPERTY FROM EXISTING 46041CO144 C * 48041 C, EFFECTIVE JULY 2, Iciq2, THIS MINIMUM: PROPERTY 15 NOT LOCATED .IN A 160-YEAR FLOOD HAZARD AREA. 016 ALL ROOF AND GROUND-MOUNTED MECHANICAL EQUIPMENT SHALL < I GALLONS PER MINUTE RE SCREENED FROM VIEW OR 150LATED SO As NOT TO BE MAXIMUM: VISIBLE I FROI'l ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 160' OF THE SUBJECT L OT, MEASURED FROM A POINT Fiyr: FEET ABOVE GRADE. SUCH. SCREENING SHALL BE LIVE OAK TREIE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO ISO MAINTAIN A UNIFIED APPEARANCE. 07 1009 COVERAGE OF GROUNDCOVER I DECORATIVE PAVING, CALIPER DECORATIVE ROCK, OF A, PERENNIAL GRASS 15 REQUIRED IN PARKING LOT ISLANDS, SHALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-HAY, BUFFER R YARD LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT Lu PROPERTY DISTURBED DURING CONSTRUCTION, 05 WATER .AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BC5 UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS, 09 ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE SHALL BE HARKED WITH A CONTINUOUS 8" HIDE RE0 PAINTED STRIP, WITH 4" WHITE LETTERING STATING "FIRE LANE NO PARKING TON AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN 15' APART. 10 5TREET5CAPE PLANTINGS To BE SUFFICIENT To SCREEN PARKING AREAS PER UDO SPEC [FICATIONS. v X_ M_j f)ESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS, 'A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND ,FOUNDATION, i SHOULD A ENGINEER'S SEAL BE PRESENT ON THE DRAWING,. THEN THE ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPON5151LITY FOR THE STRUCTURAL DESIGN, M-M DE51GN WILL NOT BE ;HELP RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. 1-whgg'5 �wgffl m ts"' ;r6g zg rwz PARKING AREA TO SERVE AS STORM WATER DETENTION AREA (SEE GRADING PLAN) CONCRETE DRAINAGE FLUME (SEE GRADING PLAN,) le i- o il 0 0 1 U) Q ;N ml R,IEQUIRNT � LU i�I ve Im. W1 SMITARY SEWER [C3 R EQUIRED 13 +v -V-AN= it 0.I LU IL all PROPOSED ELECTRICAL SERVICE 0191py ry 010 Ul f 1. 15,360 GALLONS PER DAY 1 U) Q ;N ml R,IEQUIRNT � LU i�I ve Im. W1 SMITARY SEWER [C3 R EQUIRED 13 +v -V-AN= WATER/DOMESTIC 0.I LU IL all PROPOSED ELECTRICAL SERVICE 0191py ry 010 TO BE EXTENDED AGRO55 15,360 GALLONS PER DAY PROPERTY FROM EXISTING IRRIGATION: MINIMUM: 0 GALLONS PER MINUTE SERVICE SEWER MANHOLE EXISTING !- SEWER LINE EXISTING 0" WATER LINE 4 SEWER DEMANDS ml R,IEQUIRNT _ C CERTIFicATE ve Im. W1 SMITARY SEWER [C3 R EQUIRED 13 +v -V-AN= WATER/DOMESTIC 0.I MINIMUM; V1 WATERARRIGATION PROPOSED ELECTRICAL SERVICE AVERAGE; < I GALLONS PER MINUTE Fjj:QU, TO BE EXTENDED AGRO55 15,360 GALLONS PER DAY PROPERTY FROM EXISTING IRRIGATION: MINIMUM: 0 GALLONS PER MINUTE SERVICE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: > Qi LIVE OAK TREIE (o ISO 900 CALIPER FU Lu Lu i v X_ CREPE MYRTLE Indica) 10 40 400 cvl ° -� o L0 �I �) 5 GAL SHRUB Leaf Ligus.t.rum), > 10 420 mL EXISTING WATER BLOW OFF CALIPER PROPOSED IRRIGATION 5 tY METER rE z �) _ zI (BUFFER) W IC CALIPER (LcIgar-5troemia indica) ALL CALIPER MEASUREMENTS SHALL BE 12. ABOVE GRADE \ 0 U SANITARY SEWER MANHOLE EXISTING !- SEWER LINE EXISTING 0" WATER LINE REVIEWbU run [REVIE, EWEDf0K COMPLIAMUCArEm E C COMPLIANCE� OMPU N OV 1 200 NOV 18 2004 OV 1 7 2004 CITY 6F COLLEGE STATION 4 SEWER DEMANDS ELEV ATION R,IEQUIRNT UMM TAP LEGEND C CERTIFicATE ve Im. W1 SMITARY SEWER [C3 R EQUIRED 13 +v -V-AN= WATER/DOMESTIC 0 +2 MINIMUM; V1 WATERARRIGATION [3 +3 f N01 AVERAGE; < I GALLONS PER MINUTE Fjj:QU, REVIEWbU run [REVIE, EWEDf0K COMPLIAMUCArEm E C COMPLIANCE� OMPU N OV 1 200 NOV 18 2004 OV 1 7 2004 CITY 6F COLLEGE STATION 4 SEWER DEMANDS WATER DEMAND: R,IEQUIRNT 0 GALLONS PER MINUTE 5YMB ?, 51Z AMI -V-AN= POINT P!2IN MINIMUM; 0 GALLONS PER MINUTE AVERAGE; < I GALLONS PER MINUTE VALUE MAXIMUM: M: 15,360 GALLONS PER DAY IRRIGATION: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE 2. TO 3.4" LIVE OAK TREIE (o ISO 900 CALIPER (Quercus Arig)niana) CREPE MYRTLE Indica) 10 40 400 CALIPER 5 GAL SHRUB Leaf Ligus.t.rum), 42 42 10 420 mL ------ CALIPER LIVE OAK TREE (Quercus vinginiona) 5 (BUFFER) CREPE MYRTLE (BUFFER) CALIPER (LcIgar-5troemia indica) ALL CALIPER MEASUREMENTS SHALL BE 12. ABOVE GRADE 0 BUFFER (WITH (ol HIGH WOOD FENCE) (120.0' / 15) (6) 1.25" MIN, CALIPER NON-CANOPY TREES (120.0 / 25') (5) 2 MIN. CALIPER CANOPY TREES STREETSCAPE (120.0' / 50 x 500 PTS = 720 PT5 (120.0' / 2V) = 5 CANOPY TREES (OF 10 NON-CANOPY TREES) POINTS PER PROJECT AREA: 32,935 SQUARE FEET OF 51TE AREA 32, q36 / 1, 000 � 32-94 32,94 x 50 = 9b5.2 -_ 98cl POINTS TOTAL POINTS REQUIRZO, 1 TOTAL POINTS PROPOSED: Ii'm PARKING REQUIREMENTS FOR OFFICE BUILDING: (I SPACE / 250,0 50,17T.) x 2, 277.7 SQ,FT. = 9.1 SPACES TOTAL SPAGEa REQUIRED 10 TOTAL SPACES PROPOSED: 11 COLLEGE STATION co"m wAywm DMLOPWNT SERVICE Ei EE T INFORMATION DAVID FIRICE WOMSOUILDIERS OWICS (ORIGINAL SUBMITAL DATE: 8/12/04) OWNER /DEVELOPER: DAVID PRICE HOMEBUILDERS, INC, DAVID PRICE 422 TARROH COLLEGE STATION, TX 77840 (q7q) 776 -0007 ENGINEER: McCLURE It BROWNE !ENGINEERING MICHAEL, McCLURE 1005 WOODCREEK DR, SUITE 103 COLLEGE STATION, TX (q7q) APPLICANT, N—M DESIGN STEVE MUSSER 1517—A BROTHERS BLVD COLLEGE STATION, TX 77845 (97q) 694-7059 WATER 4 SEWER DEMANDS WATER DEMAND: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXI MUM: 32 GALLONS PER MINUTE SF DEMAND, MINIMUM; 0 GALLONS PER MINUTE AVERAGE; < I GALLONS PER MINUTE MAXIMUM: M: 15,360 GALLONS PER DAY IRRIGATION: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE U I Ni, " .f t 3Q Jue I ~ Lot 30, Block 12 Edelweiss Estates 1 1 ' Lot 6, Block 4 Edelwelss Business Center I S 3870259 E - ` 275.44 3334, e ®ee� ®ee�ee- eeeee�es�� a ®ee�e�ee�ee� e1026 - .07 x•1025 - - - - - - - - - - - - - - - - 334 334.75----- •v--- - - --�� 1027 333.1 334.16 - - - - - - Prop. Corner c i G g�au � �� r ��ft'i� �fi� �zt ��4 r*' �.�;y � r� '•� i 3� i:� t 8�1. . N= 40405.81 _ .,.a'`;''k r.. ..1: ,� , ;�`� .Y+ia.rr �,,� v, ^r ;.Q „ •,,. E- 15504.11 y 1 i ° i 5 } Pa m 1 ?' 3 " art i,•;r ` 1 - ;.', nt� '=,,. + 'I ��c�'; �,'•��'� y' / �5• 4 � 1 ' * �as� t m?'*= - �� 1003 " n su, M t 1 335. 8 \ "4 1429 , 0 I a � , (b W 1 3355 V., p w , Y� - 1038 z O r a C O t 5 L Block 4 �`' _� �a � i 1034 I � J I 7: 334.63 •- ^' 0. 562 Acres �� .� �" '� ' i � ,�3' ' N `'{.�v"� ?.r Ff . ti� t , ,�Y i'�� t }�-4 {'n•�,i�+Y.. �. � iA Lot 29, Block 12 I Edelweiss Business Center 1 : x;16,:: Ti?°c '� >.. .`>' t- j �* ys�, Edelweiss Estates I {,V Vol 4261, Pg. 180 1057 103 1001. 334.54 3 ! \ 334 80 334.86 - 334.75 1011 1 .� 334.42 \ w -4 I \ _ 334,81 0 7f?gL 81$ewrSlk r �' \ 1 335 00 1 1 334 74 �\ 334 4 t lb ti Q) 1062 \� % 1056 I 334.86 334.67 106 1 ` e v l : Prop. Corner c"1v 3 4 •� I N= 40330.37 > t� E- 15410.77 \ 1 \ 334 99 334.82 e 11 N 3870259 W - 273.55 s X X I x I I I N Prop. Comer X I N= 40188.91 i t E= 15673.87 1023 I 1013 0 333.12 332.. 1043 331 3 3' Sidewalk 0 331.3 T_ -1- T -'- 1000 40282.11 15522.05 334.80 Edge /Sidewalk 14 j 021 1 -1 -1- 1001 40278.92 15527.71 334.86 Edge /Sidewalk (See Detail) 1002 40300.67 '1555625 335.30 Edge /Sidewalk I I 1003 40305.76 15552.27 335.21 Edge /Sidewalk o t - j - + -) 1004 40293.17 15545.92 335.21 Edge /Sidewalk ees;l;.Easemen! I L a c, 1005 40295.89 15550.15 335.24 Edge /Sidewalk 1 I I ( W - I - \ \ 1006 40292.74 15552.61 335.30 Edge /Sidewalk 1007 40289.66 15548.67 335.30 Edge /Sidewalk I� 1008 40271.95 15526.86 334.81 Edge /Sidewalk U 1009 40270.21 15520.60 334.74 Edge /Sidewalk -I- X Prop. Corner � 1010 40234.19 15548.79 334.42 - Edge /Sidewalk 1 ° -" 1011 40233.17 15557.21 334.42 Edge /Sidewalk 1012 40214.40 15648.84 333.12 Top /Curb I 1 0 �I 1013 40223.95 15646.45 333.20 . Top /Curb I ml U 1014 40221.53 15564.17 335.00 Ground 1 1015 40179.38 15530.74 334.65 T /Curb 1016 40151.36 15551.71 334.15 T /Curb I 1017 40184.79 15597.21 ' 333.64 T /Curb 1018 40184.22 15601.35 333.52 T /Curb 1019 0 9 40172.40 1 5610.60 333.10 T /Curb = 1020 40206.30 15653.91 332.71 T /Curb 1021 40204.76 15651.94 332.71 T /Curb 1022 40218.51 15644.36 333.06 T /Curb 1023 40216.87 15651.99 333.12 T /Curb 1024 40242.46 15631.96 333.76 T /Curb 1025 40242.89 15628.45 333.72 T /Curb JOINT LAYOUT 1026 40255.09 15618.90 334.07 T /Curb 1027 40259.82 15615.20 334.16 Edge /Sidewalk Scale: 1 "= 40' 1028 40242.13 15592.59 334.65 Edge /Sidewalk 1029 40241,10 15601,02 334.64 T /Curb Expansion Joint 1030 40237.40 ` 15596.29 334.23 Gutter - - - - - - Contraction Joint - 1031 40233.96 15591.89 - 334.23 Gutter T 1032 40230.26 15587.17 334.67 T /Curb - 1033 40222.43 '15577.16 334.54 T /Curb SEAL W/ SONO SL -1 1034' 427.15 02 1035 15573.46 334.63 Edge /Sidewalk OR APPROVVED ED EQUAL 40238.68 1558$.20 334.65 Edge /Sidewalk - T 1/$' To LONGITUDINAL REINFORCEME DEPTH T/4 (SEE PAVEMENT TYPICAL SECTION) 1036 1037 40248.92 40252.36 15580,.18 . 1 5584.58 335.30 335.30 Edg e/ Sidewalk Edge /Sidewalk 3/18 1038 40244.98 15583.27 335.22 Edge /Sidewalk 1039 40248.43 15587.66. 335.22 Edge /Sidewalk T 1040 40213.72 15596,05 333.87 ADA Parking 1041 40223.58 15608.65 334.11 ADA Parking 1042 40205.77 15652442 332.21 Gutter 1043 40183.38 15669.94 331.35 Gutter A CTI O w l JOINT T P I CA 1 C 0 A TR /' 1 TYP I CAL V Imo V /''11_ 1044 40180.31 15672.34 331.33 Gutter X1++ y <J 1045 40175.16 15676.38 331.29 Gutter (Sealant not Required on Sidewalk Joints) 1047 40227.89 15584.95 334.14 ' Gutter (15 MAX. SPACING) 1048 40210:11 :15586.80 334.31 T /Curb 1049 40206.56 15586.31 334.25 ; T /Curb 3/4" DIA. SMOOTH 1051 40218.65 15602.35 333.99 Gutter DOWEL BAR x 18" MIN. SEAL W/ EXPANSION JOINT MATERIAL LENGTH 0 12" CENTERS 1055 40297.90 15542.22 335.12 Edge /Sidewalk (SONOBORN SL -1 OR APPROVED EQUAL) (FOR SIDEWALKS, PROVIDE 1/2" DIA. SMOOTH 1056 40211.69 15544.18 334.67 T /Ramp 0 1/2 SEALANT DEPTH DOWEL BAR x 18" MIN. LENGTH 3/4" 1057 40230.18 15567.80 - - -- 30 Radius ® 12' CENTERS) 1060 40217.48 15539.65 334.73 T /Curb BACKER ROD , 1061 40180.30 15501.45 - - -- 30' Radius 1062 40229.96 15529.88 334.86 T /Curb _ CENTER w sLAe 1.063' 40215.48 15511.37 334.99 T /Curb T -.--.- H 1064 40198.86 15524.38 334.82 T /Curb 1065 40224.56 15534.10 334.81 T /Curb CEREMAR FLEXIBLE FOAM -� 6 �- 3" LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1/16- GREATER THAN DIAMETER OF DOWEL BAR NOTE: CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. TYPICAL EXPANSION JOINT I ~ Lot 30, Block 12 Edelweiss Estates 1 1 ' Lot 6, Block 4 Edelwelss Business Center I S 3870259 E - ` 275.44 3334, e ®ee� ®ee�ee- eeeee�es�� a ®ee�e�ee�ee� e1026 - .07 x•1025 - - - - - - - - - - - - - - - - 334 334.75----- •v--- - - --�� 1027 333.1 334.16 - - - - - - Prop. Corner c i G g�au � �� r ��ft'i� �fi� �zt ��4 r*' �.�;y � r� '•� i 3� i:� t 8�1. . N= 40405.81 _ .,.a'`;''k r.. ..1: ,� , ;�`� .Y+ia.rr �,,� v, ^r ;.Q „ •,,. E- 15504.11 y 1 i ° i 5 } Pa m 1 ?' 3 " art i,•;r ` 1 - ;.', nt� '=,,. + 'I ��c�'; �,'•��'� y' / �5• 4 � 1 ' * �as� t m?'*= - �� 1003 " n su, M t 1 335. 8 \ "4 1429 , 0 I a � , (b W 1 3355 V., p w , Y� - 1038 z O r a C O t 5 L Block 4 �`' _� �a � i 1034 I � J I 7: 334.63 •- ^' 0. 562 Acres �� .� �" '� ' i � ,�3' ' N `'{.�v"� ?.r Ff . ti� t , ,�Y i'�� t }�-4 {'n•�,i�+Y.. �. � iA Lot 29, Block 12 I Edelweiss Business Center 1 : x;16,:: Ti?°c '� >.. .`>' t- j �* ys�, Edelweiss Estates I {,V Vol 4261, Pg. 180 1057 103 1001. 334.54 3 ! \ 334 80 334.86 - 334.75 1011 1 .� 334.42 \ w -4 I \ _ 334,81 0 7f?gL 81$ewrSlk r �' \ 1 335 00 1 1 334 74 �\ 334 4 t lb ti Q) 1062 \� % 1056 I 334.86 334.67 106 1 ` e v l : Prop. Corner c"1v 3 4 •� I N= 40330.37 > t� E- 15410.77 \ 1 \ 334 99 334.82 e 11 N 3870259 W - 273.55 s X X I x I I I N Prop. Comer X I N= 40188.91 i t E= 15673.87 1023 I 1013 0 333.12 332.. 1043 331 3 3' Sidewalk 0 331.3 1045 331.29 j 14 j 021 32.71 `333'IS6 i r Conc. Flum Trench Grate (See Detail) o t 'nvats ISminaq' 1< O ees;l;.Easemen! � c, 1 P.U.E. N 1 I I ( W 1: 1418 V, (� \ \ 1017 333.10) 333.64 I� 0 , �1 ^o U Ex. Waterli BI -off � Prop. Corner � N= 40114.95 E= 15579.37 016 '34.15 3 �I I ml U Scale: 1" = 20' I I I Ex. cony Pvrn't.✓ I A Lot 28, Block 12 I ` Ede lweiss Estates Lot 4, Block 4 Remove 35 LF of Ex. Cur I I Edelwelss Business Center (see section A -A) I I ( 1os1 I i I I t I ; 1 ----------- - - - --a t I 2 "X4" WIRE MESH o FASTENED TO T =POST a o� " a' (to be removed) SEDIMENT CONTROL FABRIC Q` Surface Finish Shall Comply with TAS " Requirements: FASTENED SECURELY TO Light broom finish with grooves (1/8 Deep, 1/4 to Neat saw at __, T -POST &WIRE MESH 3/4" Wide, spaced 3/4" to 2" apart.) Dark shading i I Expose t Clean Ex. Rebor Reinf. Conc. T -POST indicates limits of colored concrete. Provide Concrete Ex Concrete ! I (Tie Prop. Reinf. to Existing) {per City Specifications unless (OR 'STAKES) with integrally mixed color by Joncik Concrete Inc. Pavement ; I otherwise, noted on Site Plan) AS REQ D. TO MAINTAIN. 8" .OF FILTER FABRIC TO EXTEND Houston, Tx. or approved equal. Contrasting color of Var. Ht. Curb INTO A TRENCH AND BE ANCHORED ramps to be selected by owner. _ .�� '' , � , WITH COMPACTED BACKFILL 1 SILT FENCE AND /OR s� HAY BALES TO BE ALLOW 2.5' TO 5'. AT TOE OF S LOPE aQ1� 5`de 6" Stabilized Subgrade USED IN AREAS OF FOR SEDIMENT TO ACCUMULATE. DRAINAGE FLOW. ALIGN FENCE ALONG SLOPE CONTOURS. �6 Back of Curb N OF FL OW Face /Curb /�\� NATURAL GROUND ptREC i� /i� /�\`�' Curb Height Varies Compacted Fill 4 4 "X4" MIN. TRENCH 6 (Typ) (TYP ) Section A -A 4 (Connection to Ex. Concrete) 20" TYPICAL RAMP DETAILS Nominal An nular - a /1n nular 24" NEENAH R 4991 -HX or Approved SIDEWALK « 12 Space Equal bolted into Place w/Type X 6' REINFORCEMENT Permissible Construction Joint Note: End Frame d Li d Surface Grate I Frame and Type D PermaGrip ra Sa Li SILT FENCE ASSEMBLY Sections shall be NTS used at all Curb j • ' a 4 Y� f5 2' Conc. Flume { , openings. s ' 2" CLEAR COVER Neenah R4991 -HX Grate ia� j • e° No. 4 Bars tea. 9" y w \ L Go c Or Approved Equal Pea Gravel filled Geotextile STD. CURB E GUTTER P LAN VIEW E W Bags (or approved Equal) Min. 12" Height, Laid end to end. I -- -� 4 x 18" Bar 0 12" O.C. MIN.. Drill and Grout into ex. curb TRENCH G RATE DETAIL Cana. Flume �8" Min where applicable I ,`, � Legend - g' mom-- Proposed Silt Fence 28,9 Ex. Ground Contour (1' Interval) - ' - e s /i. - Existing Sewer Line w/ size - - 6 w /L- Existing Water Line w/ size Existing Gas Line - x x - Existing Wire Fence Proposed Finish Grade Major Contour - - -- 263.25 - - -- Proposed Finish Grade Minor Contour d0 Pea Gravel filled Geotextile Bags - Prop. Handicapped Parking Sign GENERAL CONSTRUCTION NOTES 1. It shall be the responsibility of the Contractor to verify the exact location of all existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. Contact Dig Tess 0 1 -800- 344 -8377 2. All construction shall be in accordance with the current City of College Station Standard Details, Specifications, and B /CS Design Guidelines for Water, Sewer, Drainage and Street Construction. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the owner for any substitution. 4. Trench Safety shall be conducted in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. 5. Existing contour elevations are based on on actual field survey of the project. 6.. It is the responsibility of the contractor to utilize whatever techniques that are necessary to prevent erosion from this construction. 7. All soil exposed by construction shall receive Cellulose Fiber Mulch Seeding within 14 days of final grading. D.KOINO & EBOAF10iffOWTBO' P 0.7562 Acres LOT 5, BL DC/� 4 EDEL WESS BUS /NESS CENTER COLLEGE STATION, BRAZOS COUNTY, TEXAS AUGUST, 2004 REVISED OCTOBER, 2004 SCALE- 1`_ 20' McClure & Browne Engineering /Surveying, Inc. 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 (979) 693 -3838 I= 10720002 -G J C I NT LAYOUT Scale: 1 "= 40' Expansion Joint - - - - - - Contraction Joint SEAL W/ SONOBORN SL -1 OR APPROVED EQUAL To LONGITUDINAL REINFORCEMENT DEPTH' = T/4 3/16^ (SEE PAVEMENT TYPICAL SECTION) 4 I� T TYPICAL CONTRACTION JOINT (Sealant not Required on Sidewalk Joints) (15' MAX. SPACING) 3/4" DIA. SMOOTH DOWEL BAR x 18" MIN, SEAL W/ EXPANSION JOINT MATERIAL LENGTH ® 12" CENTERS ( SONOBORN SL -1 OR APPROVED EQUAL) (FOR SIDEWALKS, PROVIDE 1/2" DIA. SMOOTH 0 1/2" SEALANT DEPTH DOWEL BAR x 18" MIN. LENGTH / 3/4" ® 12" CENTERS) BACKER ROD 1 1, 7 CENTER IN SLAB CEREMAR FL XIBLE FOAM 6" 3" LONG METAL OR PLASTIC EXPANSION M INT FILLER CAP WITH INSIDE [DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR NOTE: CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END. OF THE DOWEL BAR. TYP]_11 AL E�.PANS 1 QN J:C LNT Ex. 6" Curb (to be removed) Neat Saw Cut i I Expose E Clean Ex. Reber EX Concrete ! i (Tie Prop. Reinf. to Existing) Pavement r L - . •- .,a ,C:,..,. :.,t.�1::kitr_t ....,sti ail,. r.:4 �_5 Reinf. Conc. (per City Specifications unless otherwise noted on Site Plan) 6" Stabilized Subgrade ' Fill 5=tsan A -A (Connection to Ex. Concrete) 3/16" Nominal Annular 24" pp NEENAH R 4991 -HX or Ap space Equal bolted into Place w X Note End Frame 1 1/2" Frame and Type D PermaGrip Sections shall be Solid Lid S urface Grate used at all Curb openings. No. 4 Bars e,. o e 2' 1' #3@6" O.C.E.W. re��t��rk�iidi §1> -Lys,: �3 h.; #3 @18" O.C,E.W, I--3" Clear ui me tnan EXPANSION JOINTS ® 60' O.C. CONTRACTION JOINTS 0 20' O.C. 6' Aer6d dr v dr a- 1000 40282.11 1001 40278,92 1002 40300.67 1003 40305:76 1004 40293.17 1005 40295.89 1006 4.0292.74 1007 40289.66 1008 40271.95 1009 40270.21 1010 40234.19 1011 40233.17 1012 40214.40 1013 40223.95 1014 40221.53 1015 40179.38 1016 40151.36 1017 40184.79 1018 40184.22 1019 40172.40 1020 40206.30 1021 40204.76 1022 40218,51 1023 40216.87 1024 40242.46 1025 40242.89 1026 40255.09 1027 40259.82 1028 40242.13 1029 40241.10 1030 40237.40 1031 40233.96 1032 40230.26 1033 40222.43 1034 40227.15 1035 40238.68 1036 40248.92 1037 40252.36 1038 40244.98 1039 40248:43 1040 40213.72 1041 40223.58 1042 40205.77 1043 4018.3.38 1044 40180.31 1045 40175.16 1047 40227.89 1048 40210.11 1049 40206.56 1051 40218.65 1055 40297:90 1056 40211.69 1057 40230.18 1060 40217.48 1061 40180.30 1062 40229.96 1063 40215.48 10.64 40198:86 1065 40224.56 N eenah R49 or ♦♦ a c• Equal Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Top /Curb Top /Curb Ground T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb Edge /Sidewalk Edge /Sidewalk T /Curb Gutter Gutter T /Curb T /Curb Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge/Sidewalk Edge /Sidewalk Edge /Sidewalk ADA Parking ADA Parking Gutter Gutter Gutter Gutter Gutter T /Curb T /Curb Gutter Edge /Sidewalk T /Ramp 30' Radius T /Curb 30' Radius T /Curb T /Curb T /Curb T /Curb ' I I I / { I Lot 30, Block 12 1 Edelweiss Estates Il ( Lot 8, Block 4 { Edelweiss Business Center I ' 7 � � S 3 8 V259 G - / 275♦ 44 333 76 T® v s®®®® a��r��r��ra •��T��t•��T��a�� -w�1025 J ------ --------- -334.75- - - - - -- - - -- 1027 .334.07 333 72 ' 1`` ' 334.16 • „t�,'� t . s � e 1 l t 11c �l �i•1V`�ir, �'r rvri rgC �lY, it - - - - - Prop. Corner N= 40405.81 E- 15504.11 i Y , ` fi 45 t %4 2 , 4 11M g �r rt �} 1 1003 { , x 335. gA Lj t I � t Yt • t rc �� dti ',.i`r�nE, a U) I 1055 M W / 335.12 3 pr x 1038 , i A � Lot 5, block 4 \ i 3 1 r , I tsr . �•�r � , 5 ; T r C-4 J 0.7582 Acres \ i 7 t 5. .. j 334.63 Lot 29, Block 12 I i I Ede /weirs Business Center r �k f +� +n .t 1t I I Vol. 4281, Pg. 180 } ' . ' . / 1057 103 Edelweiss Estates 1000 .S'�f- +,, =••� 1001 �'�� -•- 334.54 � 3342 g ( I 334 86 534,75 1011 • 1 �, 4'.80 1 ti .� 334 33 1 14 0 I i N 101 )i i' \ l 5 1009 �. 334.74 334 4 /b0• sI sb s \ 1 �` !r O� r i ti j SOS S' °@ --►� �,'Yti v` 1062 \ ,` r?L / 1056 S+ r i ^ tyta�G i r_ 334 6 4 rfia 334.67 IM ' �a 03 7T'Ta7 tifIT ; z t2 FS �t ��S i t'',Ph t 1 Y ti� „�4 ? y � a jT5 Y :1"11 ,, 1 ��1 1y 1�1F F712 ry 1 ? i � Pp iYti..ti �'� a!' �rna�l {tifxl �`t 7 ? f 1 � •cyf }){�yral � , a )+,.4 4 _ \ �t � y er r �I�r'''u Mill ?i t �� °i , , �C��iii ; Pro Corner ;r: 1, {.: k::. 1 t 1� v., rZ 3• tr�yl.? i� �•tv �� 5�r urzuy� 4& 1 K wS f a \. N= 40330:37 r �7 "�V1i': 't;•, i•,`£r•r ,�i �i yy �i .. {, �,ir.+ 1 ='�7s�t�,tf��ir;'�r . }r�,,.�� \ �` .f F7'v •. �ir r�n. F'��:�� 4. Lr � "i� ar � n. r s t:.,, , 1_,vAr• ,1,..h,sfS ",ir r>.'.. 4,_ni! %¢'.`7G' ;... ht :.) i E= 15410.77 y j .. �� 1 „ ,1 a 1... �,. H,� a. r ' 4 •SC 4 r. •+, y dfz�'' l': 3t: 2- �',�+�- .�'b`'r "��1'ii�'d'u�� \ 3 Zf �- s<,��, '�F'l�. -•J.eSt�r.` i� r F• {y ? y, 3S a' ,?$3Z 4i.�r x1{4 Irit s i flz i� F'F �tt�a IZ k fii?y„"~' ,1•- - t . " 1063 e I v'34.99 334.82 a �4 gtr N N 38V259" W - 273.55' t X X 1 l X , X ,I , l Block 12 Conc. Pum't.✓ I o I A Lot 28, Edelweiss Estates ( ` Lot 4, Block 4 Remove 35 LF of Ex. Curb Edelweiss Business Center (See Section A -A) I I I 1061 • I I I 1 l � ----------- - - - --► �O 2 "X4" WIRE MESH Exp. it. I_ I SEDIMENT CONTROL FABRIC Surface Finish Shall Comply with TAS Requirements: i I Light broom finish with grooves (1/8" Deep, 1/4" to 54 T -POST & WIRE MESH T -POST (OR STAKES) 1 -I 4 AS REQ'D. TO MAINTAIN. E -� - -- I f Houston, Tx. or approved equal. Contrasting color of J C I NT LAYOUT Scale: 1 "= 40' Expansion Joint - - - - - - Contraction Joint SEAL W/ SONOBORN SL -1 OR APPROVED EQUAL To LONGITUDINAL REINFORCEMENT DEPTH' = T/4 3/16^ (SEE PAVEMENT TYPICAL SECTION) 4 I� T TYPICAL CONTRACTION JOINT (Sealant not Required on Sidewalk Joints) (15' MAX. SPACING) 3/4" DIA. SMOOTH DOWEL BAR x 18" MIN, SEAL W/ EXPANSION JOINT MATERIAL LENGTH ® 12" CENTERS ( SONOBORN SL -1 OR APPROVED EQUAL) (FOR SIDEWALKS, PROVIDE 1/2" DIA. SMOOTH 0 1/2" SEALANT DEPTH DOWEL BAR x 18" MIN. LENGTH / 3/4" ® 12" CENTERS) BACKER ROD 1 1, 7 CENTER IN SLAB CEREMAR FL XIBLE FOAM 6" 3" LONG METAL OR PLASTIC EXPANSION M INT FILLER CAP WITH INSIDE [DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR NOTE: CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END. OF THE DOWEL BAR. TYP]_11 AL E�.PANS 1 QN J:C LNT Ex. 6" Curb (to be removed) Neat Saw Cut i I Expose E Clean Ex. Reber EX Concrete ! i (Tie Prop. Reinf. to Existing) Pavement r L - . •- .,a ,C:,..,. :.,t.�1::kitr_t ....,sti ail,. r.:4 �_5 Reinf. Conc. (per City Specifications unless otherwise noted on Site Plan) 6" Stabilized Subgrade ' Fill 5=tsan A -A (Connection to Ex. Concrete) 3/16" Nominal Annular 24" pp NEENAH R 4991 -HX or Ap space Equal bolted into Place w X Note End Frame 1 1/2" Frame and Type D PermaGrip Sections shall be Solid Lid S urface Grate used at all Curb openings. No. 4 Bars e,. o e 2' 1' #3@6" O.C.E.W. re��t��rk�iidi §1> -Lys,: �3 h.; #3 @18" O.C,E.W, I--3" Clear ui me tnan EXPANSION JOINTS ® 60' O.C. CONTRACTION JOINTS 0 20' O.C. 6' Aer6d dr v dr a- 1000 40282.11 1001 40278,92 1002 40300.67 1003 40305:76 1004 40293.17 1005 40295.89 1006 4.0292.74 1007 40289.66 1008 40271.95 1009 40270.21 1010 40234.19 1011 40233.17 1012 40214.40 1013 40223.95 1014 40221.53 1015 40179.38 1016 40151.36 1017 40184.79 1018 40184.22 1019 40172.40 1020 40206.30 1021 40204.76 1022 40218,51 1023 40216.87 1024 40242.46 1025 40242.89 1026 40255.09 1027 40259.82 1028 40242.13 1029 40241.10 1030 40237.40 1031 40233.96 1032 40230.26 1033 40222.43 1034 40227.15 1035 40238.68 1036 40248.92 1037 40252.36 1038 40244.98 1039 40248:43 1040 40213.72 1041 40223.58 1042 40205.77 1043 4018.3.38 1044 40180.31 1045 40175.16 1047 40227.89 1048 40210.11 1049 40206.56 1051 40218.65 1055 40297:90 1056 40211.69 1057 40230.18 1060 40217.48 1061 40180.30 1062 40229.96 1063 40215.48 10.64 40198:86 1065 40224.56 N eenah R49 or ♦♦ a c• Equal Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Top /Curb Top /Curb Ground T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb T /Curb Edge /Sidewalk Edge /Sidewalk T /Curb Gutter Gutter T /Curb T /Curb Edge /Sidewalk Edge /Sidewalk Edge /Sidewalk Edge/Sidewalk Edge /Sidewalk Edge /Sidewalk ADA Parking ADA Parking Gutter Gutter Gutter Gutter Gutter T /Curb T /Curb Gutter Edge /Sidewalk T /Ramp 30' Radius T /Curb 30' Radius T /Curb T /Curb T /Curb T /Curb ' I I I / { I Lot 30, Block 12 1 Edelweiss Estates Il ( Lot 8, Block 4 { Edelweiss Business Center I ' 7 � � S 3 8 V259 G - / 275♦ 44 333 76 T® v s®®®® a��r��r��ra •��T��t•��T��a�� -w�1025 J ------ --------- -334.75- - - - - -- - - -- 1027 .334.07 333 72 ' 1`` ' 334.16 • „t�,'� t . s � e 1 l t 11c �l �i•1V`�ir, �'r rvri rgC �lY, it - - - - - Prop. Corner N= 40405.81 E- 15504.11 i Y , ` fi 45 t %4 2 , 4 11M g �r rt �} 1 1003 { , x 335. gA Lj t I � t Yt • t rc �� dti ',.i`r�nE, a U) I 1055 M W / 335.12 3 pr x 1038 , i A � Lot 5, block 4 \ i 3 1 r , I tsr . �•�r � , 5 ; T r C-4 J 0.7582 Acres \ i 7 t 5. .. j 334.63 Lot 29, Block 12 I i I Ede /weirs Business Center r �k f +� +n .t 1t I I Vol. 4281, Pg. 180 } ' . ' . / 1057 103 Edelweiss Estates 1000 .S'�f- +,, =••� 1001 �'�� -•- 334.54 � 3342 g ( I 334 86 534,75 1011 • 1 �, 4'.80 1 ti .� 334 33 1 14 0 I i N 101 )i i' \ l 5 1009 �. 334.74 334 4 /b0• sI sb s \ 1 �` !r O� r i ti j SOS S' °@ --►� �,'Yti v` 1062 \ ,` r?L / 1056 S+ r i ^ tyta�G i r_ 334 6 4 rfia 334.67 IM ' �a 03 7T'Ta7 tifIT ; z t2 FS �t ��S i t'',Ph t 1 Y ti� „�4 ? y � a jT5 Y :1"11 ,, 1 ��1 1y 1�1F F712 ry 1 ? i � Pp iYti..ti �'� a!' �rna�l {tifxl �`t 7 ? f 1 � •cyf }){�yral � , a )+,.4 4 _ \ �t � y er r �I�r'''u Mill ?i t �� °i , , �C��iii ; Pro Corner ;r: 1, {.: k::. 1 t 1� v., rZ 3• tr�yl.? i� �•tv �� 5�r urzuy� 4& 1 K wS f a \. N= 40330:37 r �7 "�V1i': 't;•, i•,`£r•r ,�i �i yy �i .. {, �,ir.+ 1 ='�7s�t�,tf��ir;'�r . }r�,,.�� \ �` .f F7'v •. �ir r�n. F'��:�� 4. Lr � "i� ar � n. r s t:.,, , 1_,vAr• ,1,..h,sfS ",ir r>.'.. 4,_ni! %¢'.`7G' ;... ht :.) i E= 15410.77 y j .. �� 1 „ ,1 a 1... �,. H,� a. r ' 4 •SC 4 r. •+, y dfz�'' l': 3t: 2- �',�+�- .�'b`'r "��1'ii�'d'u�� \ 3 Zf �- s<,��, '�F'l�. -•J.eSt�r.` i� r F• {y ? y, 3S a' ,?$3Z 4i.�r x1{4 Irit s i flz i� F'F �tt�a IZ k fii?y„"~' ,1•- - t . " 1063 e I v'34.99 334.82 a �4 gtr N N 38V259" W - 273.55' t X X 1 l X , X ,I , l Block 12 Conc. Pum't.✓ I o I A Lot 28, Edelweiss Estates ( ` Lot 4, Block 4 Remove 35 LF of Ex. Curb Edelweiss Business Center (See Section A -A) I I I 1061 • I I I 1 l � ----------- - - - --► ed Geotextile oved Equal) it, Laid end to end. ;. Flume �6 5� �O 2 "X4" WIRE MESH FASTENED TO T =POST SEDIMENT CONTROL FABRIC Surface Finish Shall Comply with TAS Requirements: FASTENED SECURELY TO Light broom finish with grooves (1/8" Deep, 1/4" to 54 T -POST & WIRE MESH T -POST (OR STAKES) 1 AS REQ'D. TO MAINTAIN. with integrally mixed color by Jancik Concrete Inc. r 8" OF FILTER FABRIC TO EXTEND Houston, Tx. or approved equal. Contrasting color of V. 1 t.. INTO A TRENCH AND BE ANCHORED M1 , WITH COMPACTED BACKFILL SILT FENCE AND /OR = F{ HAY BALES TO BE " ALLOW 2.5' TO 5' AT TOE OF SLOPE USED IN AREAS OF an FOR SEDIMENT TO ACCUMULATE. DRAINAGE FLOW. �' ALIGN FENCE ALONG SLOPE CONTOURS. NATURAL GROUND V pIRECTION OF FLOW 4" 4 0 X4" MIN. TRENCH r 4 " aj r: 20 H SILT FENCE ASSEMBLY NTS ed Geotextile oved Equal) it, Laid end to end. ;. Flume �6 5� Back of Curb N� \ I I R, Face /Cu Curb Height Varies 6' (Typ) (Typ•) TYPICAL RAMP DETAILS SIDEWALK REINFORCEMENT 1201 Permissible Construction Joint Var. Ht, Curb � 2" CLEAR COVER - tic t,, ';��y9a''�E a r ,r1� ��,tr�i'' Y,,t <u��S"e7�y`�trtS�•�,it lfi .a >f \1!�'y g S; d', % sue ic,'� a.u'l, rq. STD. CURB t GUTTER 4„ #4 x 18" Bar 0 12" O.C. 1-4 Mil. Drill and Grout into ex. curb �8" Min.) where applicable) SIDEWALK & CURB /CUTTER CONNECTION DETAIL ;4" HT BROOM FINISH See Plan Sheet for Width- THICK (MIN.) REINFORCED CONCRETE 1.5� % slope 2" SIDEWALK (CLASS "A" CONCRETE) i�' iu- / je t t •u t c ' `��za�`� t x: n �`? s '• ,r 't k �';, /�/ 2" SELECT SAND COMPACTED SUBGRADE CONCRETE SIDEWALK CROSS SECTION (See Plan for Sidewalk Locations) Expansion Joints ® 60' O.C., Contraction Joints 0 5' O.C. t I ` I I I N l Prop. Comer 1, N= 40188.91 E= 15673.87 1023 1020 I'. 3 333.12 332.71 1043 20 331 3 1044 1045 •' �'r� �ti,� ti; t 331.29 ,� 2 Cona, Flume Trench Grate (See Detail) �Oy P.U.E. N `r.. 1017 333.10 , r 333.64 O I f I e r" '-Ex, Woterii BI -off l Prop. Corner N= 40114.95 \ 1 E= 15579.37 016 47 N I ( it REVIEVVeD FOR COMPLIANCE NOV 1 8 2004 COLLEGE STATION ENGINEERING Li -�• AT fEliCf - -. - •- ._.._289---- -... - - - -6 w /L- G -x x- ® - - -- 283.25 - - -- Scale: 1" = 20' spend Proposed Silt Fence Ex. Ground Contour (1' Interval) Existing Sewer Line w/ size Existing Water LFne w/ size Existing Gas Line Existing Wire 'Fence' Proposed Finish Grade Major Contour Proposed Finish Grade Minor Contour Pea Gravel filled Geotextile Bags Prop. Handicapped Parking Sign 15522.05 334.80 15527.71 334 86 15556.25 335.30 15552.27 335.21 15545.92 335.21 15550.15 335.24 15552.61 335.30 15548:67 335.30 15526.86 334.81 15520.60 334.74 15548.79 334.42 15557.21 334.42 15648.84 333.12 15646.45 333.20 15564.17 335.00 15530.74 334.65 15551.71 334.15 15597.21 333.64 15601.35 333.52 15610.60 333.10 15653.91 332.71 15651.94 332.71 15644.36 333.06 15651.99 333.12 15631.96 333.76 15628.45 333.72 15618.90 334.07 15615.20 334.16 15592.59 334.65 15601.02 334.64 15596.29 334.23 15591.89 334.23 15587.17 334.67 15577.16 334.54 15573.46 334.63 15588.20 334.65 15580.18 335.30 1 5 584.58 335.30 1.5583.27 335.22 15587.66 335.22 15596.05 333.87 15608.65 334.11 15652.42 332.21 15669:94 331.35 1.5672.34 331.33 15676.38 331.29 15584.95 ' 334.14 15586.80 334.31 15586.31 334.25 15662.35 333.99 15542.22 335.12 15544.18 334.67 15567.80 - - -- 15539.65 334.73 15501.45 - - -- 15529.88 334:86 155 334.99 15524.38 334.82 15534.10 334.81 GENERAL CONSTRUCTION NOTES 1. It shall be the responsibility of the Contractor to verify the exact location of all existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. Contact Dig Tess ® 1- 800 -344 -8377 2. All construction shall be in accordance with the current City of College Station Standard Details, Specifications, and B /CS Design Guidelines for Water, Sewer, Drainage and Street Construction. 3. in lieu of using the construction materials indicated in these plans, the Contractor shall obtain written appr-.oval from the owner for any substitution. 4. Trench Safety shall be' conducted in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. 5. Existing contour elevations are based on an actual field survey of the project. 6. it is the responsibility of the contractor to utilize whatever techniques that are necessary to prevent erosion. from this construction. 7. All soil exposed by construction shall receive Cellulose Fiber Mulch Seeding within 14 _days of final grading. LOT 5 BL0 A%` 4 EQEL WEISS BUS /NESS VENTER COLLEGE STATION, SRAZOS COUNTY, TEXAS AUGUST, 2004 REVISED OCTOBER 2004 SCALE 1 = 20' McClure & Browne Engineering /Surveying, Inc. 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 (979) 693 -3838 10720002- GP.dWg �® r �O Surface Finish Shall Comply with TAS Requirements: Light broom finish with grooves (1/8" Deep, 1/4" to 54 3/4 Wide, spaced 3/4 to 2 apart.) Dark shading indicates limits of colored concrete. Provide Concrete with integrally mixed color by Jancik Concrete Inc. Houston, Tx. or approved equal. Contrasting color of V. 1 t.. romps to be selected by owner. Back of Curb N� \ I I R, Face /Cu Curb Height Varies 6' (Typ) (Typ•) TYPICAL RAMP DETAILS SIDEWALK REINFORCEMENT 1201 Permissible Construction Joint Var. Ht, Curb � 2" CLEAR COVER - tic t,, ';��y9a''�E a r ,r1� ��,tr�i'' Y,,t <u��S"e7�y`�trtS�•�,it lfi .a >f \1!�'y g S; d', % sue ic,'� a.u'l, rq. STD. CURB t GUTTER 4„ #4 x 18" Bar 0 12" O.C. 1-4 Mil. Drill and Grout into ex. curb �8" Min.) where applicable) SIDEWALK & CURB /CUTTER CONNECTION DETAIL ;4" HT BROOM FINISH See Plan Sheet for Width- THICK (MIN.) REINFORCED CONCRETE 1.5� % slope 2" SIDEWALK (CLASS "A" CONCRETE) i�' iu- / je t t •u t c ' `��za�`� t x: n �`? s '• ,r 't k �';, /�/ 2" SELECT SAND COMPACTED SUBGRADE CONCRETE SIDEWALK CROSS SECTION (See Plan for Sidewalk Locations) Expansion Joints ® 60' O.C., Contraction Joints 0 5' O.C. t I ` I I I N l Prop. Comer 1, N= 40188.91 E= 15673.87 1023 1020 I'. 3 333.12 332.71 1043 20 331 3 1044 1045 •' �'r� �ti,� ti; t 331.29 ,� 2 Cona, Flume Trench Grate (See Detail) �Oy P.U.E. N `r.. 1017 333.10 , r 333.64 O I f I e r" '-Ex, Woterii BI -off l Prop. Corner N= 40114.95 \ 1 E= 15579.37 016 47 N I ( it REVIEVVeD FOR COMPLIANCE NOV 1 8 2004 COLLEGE STATION ENGINEERING Li -�• AT fEliCf - -. - •- ._.._289---- -... - - - -6 w /L- G -x x- ® - - -- 283.25 - - -- Scale: 1" = 20' spend Proposed Silt Fence Ex. Ground Contour (1' Interval) Existing Sewer Line w/ size Existing Water LFne w/ size Existing Gas Line Existing Wire 'Fence' Proposed Finish Grade Major Contour Proposed Finish Grade Minor Contour Pea Gravel filled Geotextile Bags Prop. Handicapped Parking Sign 15522.05 334.80 15527.71 334 86 15556.25 335.30 15552.27 335.21 15545.92 335.21 15550.15 335.24 15552.61 335.30 15548:67 335.30 15526.86 334.81 15520.60 334.74 15548.79 334.42 15557.21 334.42 15648.84 333.12 15646.45 333.20 15564.17 335.00 15530.74 334.65 15551.71 334.15 15597.21 333.64 15601.35 333.52 15610.60 333.10 15653.91 332.71 15651.94 332.71 15644.36 333.06 15651.99 333.12 15631.96 333.76 15628.45 333.72 15618.90 334.07 15615.20 334.16 15592.59 334.65 15601.02 334.64 15596.29 334.23 15591.89 334.23 15587.17 334.67 15577.16 334.54 15573.46 334.63 15588.20 334.65 15580.18 335.30 1 5 584.58 335.30 1.5583.27 335.22 15587.66 335.22 15596.05 333.87 15608.65 334.11 15652.42 332.21 15669:94 331.35 1.5672.34 331.33 15676.38 331.29 15584.95 ' 334.14 15586.80 334.31 15586.31 334.25 15662.35 333.99 15542.22 335.12 15544.18 334.67 15567.80 - - -- 15539.65 334.73 15501.45 - - -- 15529.88 334:86 155 334.99 15524.38 334.82 15534.10 334.81 GENERAL CONSTRUCTION NOTES 1. It shall be the responsibility of the Contractor to verify the exact location of all existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. Contact Dig Tess ® 1- 800 -344 -8377 2. All construction shall be in accordance with the current City of College Station Standard Details, Specifications, and B /CS Design Guidelines for Water, Sewer, Drainage and Street Construction. 3. in lieu of using the construction materials indicated in these plans, the Contractor shall obtain written appr-.oval from the owner for any substitution. 4. Trench Safety shall be' conducted in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. 5. Existing contour elevations are based on an actual field survey of the project. 6. it is the responsibility of the contractor to utilize whatever techniques that are necessary to prevent erosion. from this construction. 7. All soil exposed by construction shall receive Cellulose Fiber Mulch Seeding within 14 _days of final grading. LOT 5 BL0 A%` 4 EQEL WEISS BUS /NESS VENTER COLLEGE STATION, SRAZOS COUNTY, TEXAS AUGUST, 2004 REVISED OCTOBER 2004 SCALE 1 = 20' McClure & Browne Engineering /Surveying, Inc. 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 (979) 693 -3838 10720002- GP.dWg �® r 3 HOTEL MANAGEMENT CORPORATION LOT 6 BLOCK 4 TEXAS, ZONED A -P 105 -a 115' -6" 115' -i" 5UZANN L OF DANCE ZONED A -P I tN 4 s� N N u.A Lu w PROPOSED 6' HIGH WOOD FENCE 0 i 1 Z w wl W u +n I J -Z I }_ D o Q w z� _j �t D J I o 0 PR OPE RT Y LINE 27 3 . 55' N 38 1 0 _� _ •• �� i i , , 113'-2" 1 T'E F L AN 5CALE:0 =20-0" NORTH REFERENCE: NONE SYM501— LEG 1 u Q I'`Oo __ I -6 +tA R.&P CONT. TYP. 3� e ll t' - _ 4t, rke>?1:; CID 5' O.C. r 1 - I I I -1 11--I i I --III i O 1% -I iII i I Iii I LEI I ! LQTa 05 BLOCK: 04 SUBDIVISION: EDELWEISS BUSINESS CENTER _ COLLEGE STATION, TEXAS BRAZOS COUNTY o 1 Lif 0 ORO 1II,�IIIII�II�II�1 �L, ��Illlilllllil ,lll =l11 ' AwOmft 00-'S oNc T �J J, ANC) UTTER -:E �„ SCALE: I" ' =1' -0" -:E ' =1' -0 REFERENCE: 01 /SP- I . I TYPICAL REINFORCING: #3 BARS @ 12 O.C.E.W. 2" CLEAR WIDTH REINFORCING @ FIRE LANE: #4 BARS @ 18" O.C.E.W. 2" CLEAR WIDTH �-- G" LIME STABILIZED G" COMPACTED SUBGRADE SUBGRADE @ 7% (EXTEND I' BEYOND CURB) RE 1NF 03 Nc. fm AV EME NT REFERENCE: 01/SP SCALE: I " =1' -0" } 104'- 11 " 04' -II" —w— WATER LINE 0 MANHOLE ® WATER METR —G — GAS LINE wM IuOII FIRE HYDRAIT —e— SEWER LINE FN a ----o- Gi_ou WOOD FENCE v ELECTRIC I cTER , a5NER A L 14OTF -5 01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANE'OF G.O. 02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PE55URE VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE OR A DOUBLE -CHECK BACK FLOW DEVICE AND IN5 AS PER CITY ORDINANCE 2384. 03 ALL BACK FLOW DEVICES MUST BE INSTALLED ANI TESTED UPON INSTALLATION AS PER CITY ORDINANCE 23gA 04 SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH F)R SCREENING PURPOSES 05 ACCORDING TO THE FLOOD INSURANCE RATE MAPSFOR BRAZOS COUNTY TEXAS AND INCORPORATED AREA MAP NUIBER5 4804160144 C $ 46041C0182 C, EFFECTIVE JULY 2, Iq2, TH15 PROPERTY IS NOT LOCATED IN A 100 -YEAR FLOODHAZARD AREA. 06 ALL ROOF AND GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOl TO BE VISIBLE FROM i ANY PUBLIC RIGHT -OF -WAY OR RESDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEA5)RED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENNG SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE xND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 07 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REDUIRED IN PARKING LOT ISLANDS, SHALES AND DRAINAGE AP.EAS, . THE PARKING LOT SETBACK, RIGHTS -OF -WAY, BUFFER YARD LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 05 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND SPECIFCATIONS. Oq ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE SHALL BE MARKED WITH A CONTINUOUS 8" WIDE FED PAINTED STRIP WITH 4" WHITE LETTERING STATING "FIRE LANE NO PARKING TOW AWAY ZONE ". WORDING MAY NOT BE SPACED .. MORE THAN 15' APART. M - DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM, WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR . FOUNDATIONS, A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL STRUCTUL DESIGN ANY PROBLEMS THA M AR15E THE DESIGN. AND /OR PARKING AREA TO WATER DETENTIONSERVE AS STORM AREA (SEE GRADING PLAN) CONCRETE DRAINAGE FLUME (SEE GRADING PLAN) 26 WI I U EXISTING SANITARY SEWER MANHOLE EXISTING G" SEWER LINE EXISTING 6" WATER LINE n_ CITY or- CO LLEGE 5�.�',A�'IC3N REQUIREMENTS NAME � 1 2,1" TO 3.4" I LIVE OAK TREE CALIPER (Quercus virginiana) 25 „ I CREPE MYRTLE CALIPER (Lagerstroemia Indica) 6 1 150 I w� 10 40_... 400 +r� I 5 GAL I SHRUB I 42 I 10 I 420 (Wax Leaf Ligustrum) 2 LIVE OAK TREE 5 (BUFFER) CALIPER (Quercus virginiana) C \' 1.25" CREPE MYRTLE 8 (BUFFER) CALIPER (Lagerstroemia indica) ALL CALIPER MEASUREMENTS SHALL BE 12" ABOVE GRADE BUFFER (WITH ( HIGH WOOD FENCE) ( 120.0 1 120.0' / 25) = 2 " MIN. CALIPERR NON-CANOPY STREETSCA =�E (120.0' / 50� x 300 PTS = 720 PTS (120, ' / 25) = 5 CANOPY TREES (OR 10 NON - CANOPY TREES) POINTS PER PROJECT AREA: 32,838 SQUARE FEET OF SITE AREA 32,838 / I,000 = 32.84 32.q�t x 30 = 888.2 = ci8q POINTS i TOTAL POINTS REQUIRED 1,709 TOTAL POINTS PROPO�SEO= 1,7!0 PARKING REQUIREMENTS FOR OFFICE BUILDING: (I $PACE / 250.0 SQ.FT.) x 2,277.7 SQ.FT, = Cij SPACES TOTAL 5PACE5 R QUIRED: 10 TOTAL SPACES PROPOSED: II INFORMATION DAVID PRIG HOMEIBuILDERS OFFICE (ORIGINAL SUBMITAL DATE: 8/12/04) OWNER /DEVELOPER: DAVID PRICE HOMEBUILDERS, INC. 422 TARROW COLLEGE STATION, TX 77840 (q7q) 77G -0007 ENGINEER: McCLURE t BROWNE ENGINEERING MICHAEL McCLURE 1008 WOODCREEK DR, SUITE 103 COLLEGE STATION, TX (q7q) Gq3 -3858 APPLICANT= M -M DESIGN STEVE MUSSER 1817 -A BROTHERS BLVD COLLEGE STATION, TX 77845 (q7q) 6 -705q UU, I R 4 SUER DEMANDS WATER DE MINIMUM: AVERAGE: 0 GALLONS PER MINUTE < I GALLONS PER MINUTE TJF MAXIMUM: 32 GALLONS PER MINUTE S E =MA MINIMUM: AVERAGE: 0 GALLONS PER MINUTE < I GALLONS PER MINUTE 2,277.70 MAXIMUM 15,360 GALLONS PER DAY RRI A MINIMUM: 0 GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINU 04-M 1 DATE: 05111104 PROJECT: DP -04 -185 DRAWN: TJF CHECKED: SRM HEATED: 2, 084.0 0 SLAB: 2,277.70 REVISION: 20CT04 7 S1 tit 1t�- A.4 I P m tu C � B ZONED A —P 'P. Amm "' CUR5 AV CONCRETE V coo) =29-ow AND GUTTER REFERENCE; 01/SP-I.l SCALE: 04-0` TEXAS HOTEL MANAGEMENT CORPORATION LOT 6, BLOCK 4 ZONED A-P I 51TE FLAN olellll� SCALE: 1"=20-0 NORTH IS 0�1 TY V11C L REINFORCING E FlNG Ita BA RS R (e _ 12 CLEAR WIDTH REINFORCING @ FIRE LANE: REFERENCE:NONE 0' COMPACTED 5UBGRADE G" LIME STABILIZED 5UBGRADE @ 7% (EXTEND I BEYOND CURB) Ago= TYF. RE INFORCED I If ff CONIS. PAVEMENT REFERENCE: 01/SP-1.1 SCALE: 0=0-0" TOOL % RAD. ALONG ---\ JOINT SEALER AS SPEC'D.--\ TOOL % RAD, ALONG ALL EDGES 1% DEEP REINF, AS PER CONC. PAVEMENT DETAIL 3/4" EXPANSION JOINT - ---\ MATERIAL AS 5PEC'D, ALL EDGES SMOOTH BAR DOWEL %2 @ IB" O.C. (DOWEL TO BE OILED H/ STD, No. 40 SAE GRADE) EXPANSION CAP-IN51DE- DIA. TO BE % GREATER THAN DIA. OF DOWEL $EXTEND - 1/2 LENGTH OF DOWEL REINF. AS PER GONG. COMPACTED SUBGRADE PAVEMENT DETAIL A- EXPAN610N V)t�m JOINT SCALE: 1"=0-0" REFERENCE: 01/SP-1.1 SCALE: 0 4-0" LOT: 05 BLOCK= 04 SUBDIV15I0Ns EDELWEISS BUSINESS CENTER COLLEGE STATION, TEXAS BRAZOS COUNTY SYM50L LEGEND SYMBOL SIZE NAME QUANTITY —V4— 8" WATER LINE SS MANHOLE to HEATED: ri GAS LINE HATER METER 0 GALLONS PER MINUTE wm 4" SEWER LINE FIRE HYDRANT • 2.0 TO 3.4" CALIPER FN _x— 11 WOOD FENCE Em ELECTRIC METER GENERAL NOTES oi IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.0, 02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 03 BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2384. 04 SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH FOR SCREENING PURPOSES. 05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS 48041CO144 C * 4804100I52 C, EFFECTIVE JULY 2, IcIq2, THIS PROPERTY 15 NOT LOCATED IN A 100-YEAR FLOOD HAZARD AREA,l M-M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. HE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATION, SHOULD A ENGINEER'S SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M-M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. I , g.g now XI a- IL I 4 D W QI NI X w a LL4 lu A < X OL 10 Cz > W_ o °OJJ dhh �, �I �1 z U_ L'IL WI L z Not for Construction CITY OF COLLEGE STATION REQUIREMENTS 4 SEWER DEMANDS SYMBOL SIZE NAME QUANTITY POINT POINT 5 SRI HEATED: VALUE WATER -DEMAND. MINIMUM; 0 GALLONS PER MINUTE NONE AVERAGE: < I GALLONS PER MINUTE • 2.0 TO 3.4" CALIPER LIVE OAK TREE (Quercu5 virginiana) 6 150 900 ��'�� MINIMUM: :ff R AVERAGE: A MAXIMUM: 15,360 GALLONS PER DAY 2.0 TO 3.4" CALIPER CREPE MYRTLE (Lager5troemla Indica) 10 40 400 AVERAGE: < I GALLONS PER MINUTE 5 GAL 2rJ SHRUB (Wax Leaf Ligustrum) 48 10 460 STREETSCAPE lao/ m (120.0' 50) x 500 PTS = 720 PTS Fi3b POINTS PER PROJECT AREA: 32, g38 SQUARE FEET OF SITE AREA 32, 938 / 1 = 32.q4 52,q4 x 50 = 988.2 = qbq POINTS TOTAL POINTS REQUIRED= 11,70 TOTAL POINTS PROP05ED: 1,780 PARKING REQUIREMENTS FOR OFFICE BUILDING: (I SPACE / 250.0 SO.FT.) X_2,277.7 SQ.FT. = cl.1 SPACES TOTAL SPACES REQUIRED: 10 w TOTAL SPACES PROPOSEDsll t. M=vpAQq7 mmmmr. INFORMATION OWNER/DEVELOPER: DAVID PRICE HOMEBUILDER5, INC. DAVID PRICE 422 TARROW COLLEGE STATION, TX 77840 (q7q) 776-0007 ENGINEER: McCLURE ENGINEERING MICHAEL McCLURIE 1008 WOODCREEK DR, SUITE 103 COLLEGE STATION, TX (q7q) 6q3 -5454 APPLICANT: M-M DESIGN STEVE MU55ER 1817-A BROTHERS BLVD COLLEGE STATION, TX 77545 (97q) 694-705q ME= WATER 4 SEWER DEMANDS DRAWN: TJF CHECKED: SRI HEATED: 2 WATER -DEMAND. MINIMUM; 0 GALLONS PER MINUTE NONE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 32 GALLONS PER MINUTE 5EWF,R DEMAND; MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15,360 GALLONS PER DAY IRRIGATION; MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE lo:yo Ss )1jak DATE: 0 I i/W PROJECT: DP-04-185 DRAWN: TJF CHECKED: SRI HEATED: 2 SLAB: 2 REVISION: NONE SHEET NUMBER SP - 1.1 SHEET 01 OF 07 �2 T9 � "� I T - -r 11 ll-/-Il P; N c� R, � 'P i. 0 Amma CONCRE CURS VJ A ND GLITTE AWOF2 REFERENCE: 01 /SP -1.1 SCALE: I "= I' -0" TEXAS HOTEL MANAGEMENT CORPORATION LOT b, BLOCK 4 24NEn A -P TYPICAL REINFORCING: #3 BARS @ 12" O.C.E.W. 2" CLEAR WIDTH REINFORCING @ FIRE LANE: LL A - A -- - -11 n - - 1.1 6" COMPACTED 5UBGRADE " LIME STABILIZED SUBGRADE @ 7% (EXTEND I! BEYOND CURB) 03 T" FRE CC)NC. PAVEMENT REFERENCE: 01 /SP -1.1 SCALE: 0=1'-O" TOOL %" RAD. ALONG ---� JOINT SEALER AS 5PEC'11. --\ TOOL %a' RAD. ALONG ALL EDGES IV' DEEP REINF, AS PER CONC. PAVEMENT DETAIL 3/4" EXPANSION JOINT ---- -\ MATERIAL AS SPEC'D. ALL EDGES SMOOTH BAR DOWEL Mxlg" @ 18" O.C. (DOWEL TO BE OILED W/ STD. NO. 40 SAE GRADE) EXPANSION CAP - INSIDE - DIA. TO BE 16' GREATER THAN DIA. OF DOWEL t EXTEND - 1/2 LENGTH OF DOWEL COMPACTED SUBGRADE ' 0 A.— 5 Xf=lAN5 f Old JOINT SCALE: I " =1' -0" REFERENCE: 01 /SP -1.1 5 1 T�.� FL AN 0 REFERENCE: NONE SCALE: I "= 20-0" NORTH REINF. AS PER CONC. PAVEMENT DETAIL SCALE: 04-0" LOT: 05 BLOCK: 04 SUBDIVISION: EDELWEISS BUSINESS CENTER" COLLEGE STATION, TEXAS BRAZOS COUNTY SYM15 LEGEND K —w--- 8" WATER LINE SS MANHOLE —G— GAS LINE ® WATER METER —s-- 4" SEWER LINE �'t1 FIRE HYDRANT i FH', —x-- V -0" WOOD FENCE p ELECTRIC METER GENERAL NOTES y 01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O. 02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE s VACUUM BREAKER OR REDUCED PRESSURE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2384. 03 BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 23g4. 04 5HRUB5 ALONG FRONT OF LOT MUST BE 3' HIGH FOR SCREENING ' PURPOSES. 05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS u' 48041CO144 C t 48041CO182 C, EFFECTIVE JULY 2, Igg2, THIS PROPERTY .IS NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA., M -M DE51GN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND /OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. m XI ( 0- a 1 wl w at �I w 3 �t w A w OI i �I N) Q' X' �I O �I �I �I �I �I �I z �1 �I �I wl �1 SM& wift Em m maml OLE m oftIm" r K It L - 111A, IM A K Y Not for C ons t ruc ti o n C ITY OF COLLEG STATION _. REQUIREMENTS m SYMB 51ZE NAME QUANTITY POINT POINT � VALU TJF CHECKED: SRM HEATED: 2 SLAB: 2 2.1" TO 3.4" LIVE OAK TREE 6 150 - CALIPER (Quercus virginiana) g00 i a 7 2.1" TO 3.4" CREPE MYRTLE 10 40 400 CALIPER (Lagerstroemia Indica) n 5 GAL SHRUB ? 48 10 (Wax Leaf Ligustrum) j 480 t;; 5TREET5CAPE (120.0' / 50) x 300 PTS = 720 PTS4 POINTS PER PROJECT AREA: 32, q38 SQUARE FEET OF SITE AREA ¢z 32,C138 / 1,000 = 32A4 32. cI4 x 30 = g88.2 = q8q POINTS TOTAL POINTS REQUIRED: 1,70 TOTAL POINTS PROP05ED: 1,780 PARKING REQUIREMENTS FOR OFFICE BUILDING: t (I SPACE / 250.0 SQ.FT.) x 2,277.7 SQ.FT. = q.l SPACES TOTAL SPACES REQUIRED: 10 TOTAL SPACES PROPOSED= II -; YF INFORMATION k OWNER/DEVELOPER: DAVID PRICE HOMEBUILDER5, INC. DAVID PRICE 422 TARROW COLLEGE STATION, TX 77840 (97q) 776 -0007 LL ENGINEER: McCLURE ENGINEERING a MICHAEL McCLURE 1008 WOODCREEK DR, SUITE 103 COLLEGE STATION, TX F (q7q) 6q3 -5454 APPLICANT: M -M DESIGN STEVE MU55ER 1817 -A 5ROTHER5 BLVD COLLEGE STATION, TX 77845 (q7q) 6q4 -705q WATER 4 SEwER DEMANDS WATER DEMAND: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 32 GALLONS PER MINUTE SEWER DEMAND: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15,360 GALLONS PER DAY IRRIGATION: MINIMUM: 0 GALLONS PER MINUTE AVERAGE! < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE � c j-j,w%p- 10'.405.5 us a �'$ O U L1- DATE: 06/11 104 PROJECT: DP -04 -185 DRAWN: TJF CHECKED: SRM HEATED: 2 SLAB: 2 REVISION: NONE SHEET NUMBER SP -1.1 SHEET 01 OF 07 ,... 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PURCHASER'S RIGHT 15 CONDITIONAL AND LIMITED TO A ONE-TINE USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED WITHOUT WRITTEN PERMISSION OF NM DESIGN IN COLLEGE 5TA, TX. N-N DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. HE ARE NOT QUALIFIED NOR ARE HE LICENSED TO DESIGN STRUCTURAL FRANINC, OR FOUNDATIONS, A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON TH DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. N-M DE51GN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. GROSS WALL SQ. FT.: 2,265.60 PERCENTAGE Or FENESTRATION FENESTRATION 50, FT.; 361.61ti TO HALL RATIO: XX.X% IN ACCORDANCE WITH CHAPTER 5 OF THE INTERNATIONAL ENERGY CONSERVATION CODE, AND BASED ON THE PRESCRIPTIVE BUILDING ENVELOPE REQUIREMENTS FOR THE BRYAN/COLLEGE STATION AREA, THE FOLLOWING SPECIFICATIONS WILL APPLY: TABLE 502.2.4(4), MAX 15% RATIO MAXIMUM SOLAR HEAT GAIN COEF: 0.40 MAXIMUM GLAZING UFACTOR: 0.65 MINIMUM EXTERIOR HALL R-VALUE: R-13 MINIMUM CEILING R-VALUE: R-30 MINIMUM HVAC SEEP, VALUE: 10 SEER e"rt LEGEND: 06111104 PROJECT DF-04-185 DUPLEX - OUTLET KEV HANGING LIGHT ` COUNTER TOP DUPLEX -<T WALL HUNG LIGHT r'F GROUND FAULT INTERRUPT NONE RECESSED LIGHT 1 0 'WATER PROOF DUPLEX FLOOD LIGHT CLG" CEILING DUPLEX VENT F' o FLOOR DUPLEX VENT WITH LIGHT 0 220 VOLT OUTLET @ SMOKE DETECTOR SWITCH t GAS OUTLET 3-HAY SWITCH 14B :f HOSE E31B STORAGE 3 0 6 0 5H 3 SH 16 X II -o CEILING: q'-O" V CL OFFICE Px V V 4:c -- - - -- - A Ln 10-5" X W-0 CEILING. q'-0` plv x I v 3ul� TR. 5 TR O (L EXIT c WALL M EXT OUNT FIRE (MIN. 2AI0Br_) — — — — — — — x (N N ACCOUNTING TEL I3 -4" X 10-4" CEILING; q' - 0 " , BOTTLED HATER (D ( N SERVICE BREAK ROOM m I 'o 16 X 13 7 / g , TE Fp TE 14 CEILING: q'-Q" v c; 7 a - — -- - - - - -- — p A pl. 1, 3::c fn PLAN ROOM < 2x5 16" O.C. #2 Y. P. co 4): N ° 3 z - 41-4 11 I V U- 1 011 < u REF L 1 01 L_ ._J Nt L0 (� I 0 0 M Lo - — — — — — — --- 7 — — — — — — — - --- -- _- - -__-_ TEL 0 OFFICE TEL IAFp -------------- CONFERENCE / 10-3` X 4-0 CEILING: q'-O IREGEPTIONI 4 0111111 O L 3 11 x 13 1 -0 11 Ic _ TRAY _ z OV 13'-4" X 16' 10" CEILING: TRAY CEIC w >� 14FP 2x5. @ 161 I O.C. U- 7 #2 Y.P Lo co x TEL (N Id co x — — — — — — — — — — -- — CEILING: 10-0"_ — CEILINGS 10'-0" CEILING: 10 CEILING, q'-0` 4 1 fffrlffl 3 TWIN SH "wp 1 016 RT ER I w P II 3 THIN SH 3 0 a 2 )_ 11 'SL J II I II II II II II Lo V-10 1/2" 1� 16 REFERENCE: NONE 71-511 SCALE: V=l'-O" 4-10" 7' -6 1/2 16 1 -7 11 ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF NM DESIGN. PURCHASER'S RIGHT 15 CONDITIONAL AND LIMITED TO A ONE-TINE USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED WITHOUT WRITTEN PERMISSION OF NM DESIGN IN COLLEGE 5TA, TX. N-N DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. HE ARE NOT QUALIFIED NOR ARE HE LICENSED TO DESIGN STRUCTURAL FRANINC, OR FOUNDATIONS, A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON TH DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. N-M DE51GN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. GROSS WALL SQ. FT.: 2,265.60 PERCENTAGE Or FENESTRATION FENESTRATION 50, FT.; 361.61ti TO HALL RATIO: XX.X% IN ACCORDANCE WITH CHAPTER 5 OF THE INTERNATIONAL ENERGY CONSERVATION CODE, AND BASED ON THE PRESCRIPTIVE BUILDING ENVELOPE REQUIREMENTS FOR THE BRYAN/COLLEGE STATION AREA, THE FOLLOWING SPECIFICATIONS WILL APPLY: TABLE 502.2.4(4), MAX 15% RATIO MAXIMUM SOLAR HEAT GAIN COEF: 0.40 MAXIMUM GLAZING UFACTOR: 0.65 MINIMUM EXTERIOR HALL R-VALUE: R-13 MINIMUM CEILING R-VALUE: R-30 MINIMUM HVAC SEEP, VALUE: 10 SEER e"rt LEGEND: 06111104 PROJECT DF-04-185 DUPLEX - OUTLET KEV HANGING LIGHT ` COUNTER TOP DUPLEX -<T WALL HUNG LIGHT r'F GROUND FAULT INTERRUPT NONE RECESSED LIGHT 1 0 'WATER PROOF DUPLEX FLOOD LIGHT CLG" CEILING DUPLEX VENT F' o FLOOR DUPLEX VENT WITH LIGHT 0 220 VOLT OUTLET @ SMOKE DETECTOR SWITCH t GAS OUTLET 3-HAY SWITCH 14B :f HOSE E31B C;ENEfRAL NOT E5: (UNLESS OTHERWISE NOTED 01 ALL WINDOWS WITHIN 2'-0" OF EXTERIOR DOOR SHALL BE MADE OF TEMPERED GLASS. 02 DOORS SHALL BE 0-8` IN HEIGHT, 03 HEADERS ON FIRST FLOOR SHALL BE 2x12's. 04 MECHANICAL OR NATURAL VENTILATION 15 REQUIRED AT ALL BATHROOMS AND UTILITY ROOMS. 05 WALLS AND CEILINGS SHALL BE GYPSUM BOARD. 66 CHIMNEY SHALL BE A MINIMUM OF 2'-0" ABOVE ANY ROOF LINE WITHIN A 10'-0" RADIUS. 07 WINDOWS SHALL BE ALUMINUM, SINGLE HUNG, WITH DIVIDED LIGHTS AND A 0-5" HEADER. 08 BEDROOM WINDOWS SHALL BE A MAXIMUM OF V-5" ABOVE FINISHED FLOOR, A MINIMUM OF 2'-0" HIGH x I'-W HIDE AND HAVE A 5.7 SQUARE FOOT NET CLEAR OPENING. Oq FRAMING MATERIAL SHALL BE #2 S,Y.P. (K.D.15). 10 STRUCTURAL BEAMS AND HEADERS SHALL BE #2 S.Y.P. (K.D. 15)., 11 PREFABRICATED FIREPLACES SHALL BE U.L. AND APPROVED AND A COPY OF THE MANUFACTURERS INSTALLATION MANUAL SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AS NEEDED FOR INSPECTION, 12 FIRST FLOOR CEILING JOISTS SHALL BE BASED ON 20 POUNDS PER SQUARE FOOT (P.S.F.) LIVE LOAD AND 10 POUNDS PER SQUARE FOOT (P.S.F,) DEAD LOAD UNLESS THEY SUPPORT A SECOND FLOOR PARTITION. IN SUCH A CASE FIRST FLOOR CEILING JOISTS SHALL BE BASED ON A 40 POUNDS PER SQUARE FOOT (P.S.F.) LIVE LOAD AND A 10 POUNDS PER SQUARE FOOT 0 (P.S.F.) DEAD LOAD IF THE SECOND FLOOR PARTITION 15 RUNNING PERPENDICULAR TO THE DIRECTION OF THEIR SPAN OR 60 POUNDS PER SQUARE FOOT (P.5.F,) AND 10 POUNDS PER SQUARE FOOT (P.S.F.) IF THE SECOND FLOOR PARTITION Is RUNNING PARALLEL TO THE DIRECTION OF THEIR SPAN. 13 SECOND FLOOR CEILING JOISTS SHALL BE BASED ON 30 POUNDS PER SQUARE FOOT (P.S.F.) LIVE LOAD AND 10 POUNDS PER SQUARE FOOT (P.S.F.) DEAD LOAD. 14 ALL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 56 KIPS PER SQUARE INCH (K.S.Q. 15 A MINIMUM OF (2) 2x4'5 SHALL BE PROVIDED FOR VERTICAL SUPPORT UNDER EACH END OF ALL STRUCTURAL BEAMS AND HEADERS LONGER THAN 5'-0 ". 16 IF GAS HOT WATER HEATER 15 TO BE USED AND 15 NOT IN ATTIC, THEN THE HOT WATER HEATER SHALL BE PLACED ON A PEDESTAL I'-(o' ABOVE FINISHED FLOOR. 17 IF GAS HOT WATER HEATER 15 LOCATED IN ATTIC THEN THE HOT WATER HEATER SHALL BE PLACED ABOVE A LOAD BEARING PARTITION HALL [IN . A PAN. INCLUDE RELIEF DRAIN LINE TO OUTSIDE OF HOUSE. 18 IIOV CONNECTIONS AND BATTERY BACKUP REQUIRED FOR SMOKE DETECTOR. Iq VENT ALL EXHAUST FANS TO THE OUTSIDE, 20 OUTLETS WITHIN A 6'-0" RADIUS OF A WATER SOURCE SHALL BE GROUND FAULT INTERRUPT (G.F.I.) 21 PROVIDE LIGHT FIXTURE AND SMOKE DETECTOR AT EACH HOT WATER HEATER AND AIR CONDITIONING UNIT LOCATION IN ATTIC. 22 PROVIDE ELECTRIC DISCONNECT FOR AIR CONDITIONING UNIT(S). 23 VERIFY LOCATION OF ANY FLOOR PLUG WITH OWNER. DATE: 06111104 PROJECT DF-04-185 DRAWN: KEV CHECKED. SRN HEATED: 2 SLAB: 2,277,714 REVISION: NONE SLOPE MAY VARY, REFER ELEVATIONS SLOPE MAY VARY. REFER ELEVATIONS SLOPE M AY VARY, REFER ELEVATIONS FOR ROOF SLOPE FOR ROOF SLOPE � � FOR ROOF SLOPE M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL m u FIRM, WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN 2x6 RAFTER @ 16" O.C. 2x6 RAFTER @ 16" O.G. 2x6 RAFTER @ 16 O,C. RUN RUN STRUCTURAL FRAMING OR FOUNDATIONS: A LICENSED PROFESSIONAL cup COMPOSITION SHINGLES RUN ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING �' COMPOSITION SHINGLES w ! COI (POSITION SHINGLES ui AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE m DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE a FELT UNDERLAYMENT FELT UNDERLAYMENT FELT UNDERLAYMENT RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL _ NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND /OR CLIPS SPACED EVENLY W CDX PLYWOOD WITH �� i „ MS TNA`1 MAY ARISE REGARDING THE DESIGN. ''2W" INSULATION /� CDX PLYWOOD WITH CDX PLYWOOD WITH ANY PROBLE LATI N MAY VARY H CLIPS SPACED EVENLY H CLIPS SPACED EVENLY BETWEEN RAFTERS INSULATION MAY VARY BETWEEN RAFTERS SLOPE MAY VARY. REFER ELEVATIONS 2x6 JOIST @ 16" O.C, / .- -., `� 2x6 JOIST @ 16" O.C. /'" "`' ••�, FOR ROOF SLOPE R SECOND FLOOR �� / : ::� / 8 -0 PLATE LINE / S -0 PLATE LINE / COMPOSITION SHINGLES 8'-0" PLATE L — ` — — (OR A S NOTE — ' (OR AS NOTED) ' (OR AS NOTED) — � — — _. �_ — — 5 �� I �� FELT UNDERLAYMENT m� � ) l GYPSUM BOARD, TAPED / GYPSUM BOARD, TAPED ' 2x6 JOIST @ 16 O,G. AND FLOATED. USE 5 / FIRE- AND FLOATED. U5E s ! g " FIRE- RUN CODE GYPSUM BOARD FOR FIRE CODE GYPSUM BOARD FOR FIRE y2' G YPSUM BOARD, TAPED SPACED EVENLY BETWEEN RAFTERS � " r PROTECTION ` 5 „ 2x6 RAFTER @ 16 O.C. REFER TO 0 A REFER TO 04/A -6.1 � � PROTECTION REFER TO 04 /A- 6,1 —� AND FLOATED. USE / FIRE - FOR CORNICE DETAIL — - FOR CORNICE DETAIL FOR SIMILAR CORNICE CODE GYPSUM BOARD FOR FIRE / (REFER TO SPAN TABLE) BAFFLES 5 BAFFLES DETAIL PROTECTION 2x4 NAILER 2x6 JOIST @ 16" O.G. VENT. THERE SHALL VENT. THERE SHALL 2x4 LOOKOUT / (REFER TO SPAN TABLE) BE A MINIMUM OF 1 INSULATION MAY VARY BE A MINIMUM OF INSULATION MAY VARY VENT. THERE SHALL INSULATION MAY VARY 12 SQUARE INCHES 12 SQUARE INCHES BE A MINIMUM OF OF VENT FOR EVERY a OF VENT FOR EVERY 12 SQUARE INCHES METAL DRIP EDGE LINIAR FOOT OF SOFFIT 2x4 STUDS @ 16 O,C. LINIAR FOOT OF SOFFIT S 2x4 STUDS ( #2 YELLOW PINE) @ 16 n O.C. OF VENT FOR EVERY 2x4 STUDS ( #2 YELLOW PINE) @ 16" O.C. INSULATION MAY VARY LINIAR FOOT OF SOFFIT 1x2 DRIP BOARD — %" GYPSUM BOARD TAPED %" SHEATHING K %" GYPSUM BOARD TAPED r -- /2 GYPSUM BAARD AND FLOATED. USE 5 ! g " FIRE- 2 AND FLOATED. USE 5 /" FIRE- k2' GYPSUM BOARD TAPED ' " a AND FLOATED. USE 5 / FIRE- / TAPED AND FLOATED CODE PROTECTION GYPS BOARD FOR FIRE Ix6 OR ix& FASCIA PROTECTION `' CODE GYPSUM BOARD FOR FIRE CODE GYPSUM BOARD FOR FIRE 3V NOMINAL BRICK PROTECTION / WOOD SIDING OR PROTECTION BAFFLES S " TEXTURED PLYWOOD r BRICK TIES @ 24" O.C. OR MA50NITE SIDING, 3 /" AC PLYWOOD BASE ALTERNATE 1 AIR SPACE HOLD GYPSUM BOARD %2" OFF i a HOLD GYPSUM BOARD I" OFF 2x4 OR 2x6 SUB - FASCIA ., / xq ANCHOR BOLT @ 2 15# FELT OVER 3 /q AG PLYWOOD s FINISHED FLOOR TO PREVENT 2j ,: FINISHED FLOOR TO PREVENT 4 -0 O.G. ,i i :: E " FUTURE WICKING ACTION TH FUTURE WICKING ACTION 3 / AG PLYWOOD SOFFIT ' WI J OR / PARTIGAL BOARD V'xq" ANCHOR BOLT @ S .f FINISHED DECK. FOR FIRE 4 1 _ 0 O.C. EFER TO FOUNDATION , PROTECTION USE 3 /4 FIRE- RETARDENT . BASE BOARD BASE BOARD TREATED PLYWOOD TYPE II PLAN FOR DETAILS. VENT. THERE SHALL BE 1 r SECOND FLOOR A MINIMUM OF 12 SQUARE FINISH FLOO LINE FINISH FLOO LINE FINISHE FLOOR LINE INCHES OF VENT FOR EVERY ,� r — — — — — — e — — — _ — — _ LINEAR FOOT OF SOFFIT r UJ FIRST FLOOR - REFER TO FOUNDATION i _ _ _ _ 1x4 BRICK POCKET 2x4 STUDS @ 16" O.C. " PLATE L INE PLAN FOR DETAILS. S! -O t. rf 1 li h /I K\ t (OR AS NOTED) — — — — I r �. N' ' T I • r )l NOMINAL BRICK 2x12 SOLID BRIGING OR 2x4 I I INSULATION MAY VARY GROSS BRIGING EVERY 8' -0" BETWEEN JOISTS � BRICK TIES @ 24" O.C.E.W. ♦ %2' GYPSUM BAORD — TAPED AND FLOATED ...v.m I GYPSUM BOARD, TAPED '— — T % SHEATHING AND FLOATED. USE 5 / FIRE - CODE GYPSUM BOARD FOR FIRE /�°� t' PROTECTION TYPICAL T R' r.I' TYP E'n X T ER I OR INSULATION MAY VARY I C WA 5L L T j I 5 1 DING ! %2' SHEATHING f 2x4 STUDS ( #2 YELLOW PINE) @ 16" O.C. REFERENCE: NONE SCALE: %2' =1' -0 REFERENCE: NONE SCALE: r2' =1' -0" REFERENCE: 02,03 AND 05/A -6,1 SCALE: I " =I' -0" NOMINAL BRICK k2" GYPSUM BOARD, TAPED AND FLOATED. USE 5 / FIRE - CODE GYPSUM BOARD FOR FIRE SWEATHING BRICK TIES @ 24" O.C. PROTECTION r SHEATHING „ HOLD GYPSUM BOARD % " OFF FLASHING , -' \ INTERIOR WALL INTERIOR WALL II5 AIR SPACE '� FLASHING SHIM SPADE FINISHED :.FLOOR TO PREVENT FUTURE WICKING ACTION SHIM SPACE % ANCHOR BOLT @ SEALANT :' . SEALANT— s,!� DRIP CAP CASING SHIM SPADE 4 -0 O.C. r / DOOR BASE BOARD BRICK BRICK CASING HEADER 5AN6 THRESHOLD CASING TRIM FINISH FLOO LINE LINTEL CASING TRIM SHIM SPACE LUMBER SIZE SPAN REFER TO FOUNDATION ti =""'"" CASING SEALANT CASING DOOR '- " '- " PLAN FOR DETAILS, /'�3 �• ° f ry Y. T *:;. _ .,_. , ".`. •..< DOOR 2x4 0 0 TO 3 6 - • 2x6 3' -6" TO 6' -0" SHIM SPACE FLASHING FLASHING /!. I 2x8 V -0" TO 8' -0" I I F = SUBSIILL - _ 2x 10 V-0" TO 12'-0" • I - HEAD SILL JAMB HE�4C� SILL JAMB HEAD SILL JAMB 2x12 12' -0" TO 14 -0" 1TG._P" 2xI2 WITH TYPICAL I X I� T W TYPICAL INT PLY GLUED2'AND 14' -0" TO 16'_0" TYPICAL TWO &TORY DETAILS O TAIL TAIL HEADERS #2 Y.P. OR BETTER 3z NAILED. . ALL 5ECTI REFERENCE: NONE SCALE: I� " -I' -0" REFERENCE: NONE SCALE: I2 -1' -0" REFERENCE: NONE i d_ ,_ , � 5R IC< WALL 2 2 " SCALE: I/ -I 0 REFERENCE: NONE SCALE: l " =I' -0" ef TA L J015T RAFTERS ' // > SIZE SPACING FLASHING FLASHING— *20 PSF 30 PSF 40 PSF 60 PSF 20 PSF 40 P5F 'F / ( I i I fir, I 12 O.C 15' -6 il' -IO 10' -q SEALANT SEALANT -,/ FLASHING \ \\ SHEATHING FLASHING 2 x 6 :: : " , n , " SEALANT 77 16 O.C. -6 13 -q 10 -2 SEALANT CASING I CASING 2x8 12° O.C. 20' -I" 15' -7" 14' -2" FLASHING FLASHING ,� 16 O.C. 1T -5" 144" 12' -10" 11' -3" 17' -7" 13' -6" 2x10 BRICK SILL' SHEATHING / 16" .O.C. 20' -q" 1$' -0" 16' -1" 13' -7" 22' -5" 17' -2 SWIM SPACE y7 SHIM SPAC SHIM SPACE — - SHIM SPACE 7 � 1 1 2x12 12 O.C. 24' -2 "' 21' -q" IS' -5" ( 7 7 7 16" O.G. 21' -1" 18' -10" 15' -ii" 27' -4" 20' -0" % FIRE -CODE DECKING / ALL JOIST SPANS ARE BASED ON THE GIVEN LIVE LOAD A 10 POUND I I % ' ' ' / PER SQUARE FOOT (P.S.F.) DEAD LOAD AND 1%360 DEFLECTION, r / ALL RAFTER SPANS ARE BASED ON THE GIVEN LIVE LOAD AND A 15 RAFTER FIRE CLAY FLUE LINER POUND PER SQUARE FOOT .(P.S.F.) DEAD LOAD. SPANS ARE BASED ON THE USE OF #2 Y.P. OR BETTER HEAD SILL JAMB HEAD SILL JAMB NOMINAL I f * 20 PSF LIVE LOAD 15 BASED ON A 1/240 DEFLECTION. AIR SPACE INSULATION MAY VARY T'%rf= 5 VENEER TYPI WOOD FIRE CHAMBER LINE W MANTEL ' 'r GE N OT DEETA (I I IN /�' I '� I �'y r S' -0" PLATE (UNLESS OTHERWISE NOTED) �/ �•/ W / !°✓ SMOKE SHELF 01 ALL WINDOWS WITHIN 2' -0" OF EXTERIOR DOOR SHALL BE MADE (OR A S NOTED) k _ — REFERENCE: NONE SCALE:II' " =I' -0" REFERENCE: NONE SCALE: I% " =1' -0" WITH PARGING r OF TEMPERED GLASS. 02 HEARTH EXTENSIONS SHALL EXTEND AT LEAST 16" IN FRONT OF HIGH FORMED ' " 2x6 JOISTS @ 1 16 1, O.C. - DAMPER r DIAMETER OPENING. DLE WNERE THE BEY REPLACE OPEN O T S E 6 F SQ ARE FEET {REFER TO SPAN TABLE) HANDRAIL / / OR LARGER, THE HEARTH EXTENSION SHALE EXTEND AT LEAST STEEL ANGLE 20" IN FRONT OF AND AT LEAST 12" BEYOND EAC SIDE OF THE STRINGER FIRE BRICK FIREPLACE OPENING, 03 MECHANICAL OR NATURAL VENTILATION IS REQUIRED AT ALL FIRE -CODE GYPSUM BOARD _ r / -0R- DROP CEILING NOMINAL I" AIR BATHROOMS AND UTILITY ROOMS. FIRE BLOCKING _ / .; / i 04 CHIMNEY SHALL BE A MINIMUM OF 2' -0" ABOVE ANY ROOF LINE 1 COMBUSTIBLE TIBLE ON / WITHIN A 10' -0" RADIUS. 01 \\ WOOD FLOORING INSULATION 05 BEDROOM WINDOWS TO SHALL BE A MAXIMUM OF 3' -8" ABOVE FIRE -CODE 5 /8' FIRE -CODE FINISHED FLOOR, A MINIMUM OF 2' -0" HIGH x 1' -8'' WIDE AND GYPSUM BOARD GYPSUM BOARD METAL SOFFIT FIRE BOX HAVE A 5.7 SQUARE FOOT NET CLEAR OPENING, HANG�E {v' 06 FRAMING MATERIAL STRUCTURAL BEAMS AND HEADERS SHALL O ( PLYWOOD TREA 5 AIR INLET GRILLE r !i BE #2 SOLID YELLOW PINE (K.D, 15). DATE: 06111104 07 PREFABRICATED FIRE PLACES SHALL BE U,L. AND I.C.B4O. 110" SPACER , : �, APPROVED AND A COPY OF THE MANUFACTURES INSTALLATION PROJECT- DP -04 -185 MANUAL SHALL BE AVAILABLE AT THE CONSTRUCTION SITE } \ RUN 2 // r /' , /' 2x4 STUD ( #2 5YP) @ 16" O.C. AS NEEDED FOR INSPECTION DRAWN: APB 1 3 �,'� ;� ` AIR PASSAGE , ?.� 08 FIRST FLOOR CEILING JOISTS SHALL BE BASED ON 20 POUNDS CHECKED= SRI`1 HOLD GYPSUM BOARD % OFF \ .' %/ '� ! / / PER SQUARE FOOT (P.5.F.) LIVE LOAD AND 10 POUNDS PER ;� FINISHED FLOOR TO PREVENT F S HEARTH r� /..;;: SQUARE ,FOOT (P...) DEAD LOAD UNLESS THEY SUPPORT W � \ � cv / ..` , HEATED: 2, 084.0 FUTURE WICKING ACTION F /y ��. A SECOND FLOOR PARTITION, IN SUCH A CASE FIRST FLOOR CHAMFERED EDGES f ;� " CONCRETE rW CEILING JOISTS SHALL BE BASED ON A 40 POUNDS PER SQUARE SLAB: 2,277,70 BASE BOARD WHERE CARPET IS %� SLAB ; FOOT (P.S.F.) LIVE LOAD AND A 10 POUNDS PER SQUARE FOOT PRESENT /, (P.S.F,) DEAD LOAD IF THE SECOND FLOOR PARTITION 15 REVISION: NONE RUNNING PERPENDICULAR TO THE DIRECTION OF THEIR SPAN f9NIS FLOOR LINE POUN05 PER SQUARE FOOT (P.S.F. AND 10 POUNDS C —� '" • PER SQUARE FOOT (P.5.F.) IF THE SECOND FLOOR PARTITION — — � � \ (._,. — . "' •"` C' "`' I \� — z_ # - V .® IS RUNNING PARALLEL TO THE DIRECTION OF THEIR SPAN. ` z 09 SECOND: FLOOR CEILING JOISTS SHALL BE BASED ON 30 POUNDS PER SQUARE FOOT (P.S.F. ) LIVE LOAD AND 10 POUNDS PER SHEET NUMBER L6 SQUARE FOOT (P.S.F.) DEAD LOAD. v r••n rJ t : �� ' 10 ALL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 36 KIPS PER SQUARE INCH (K.S.I.), II A MINIMUM OF 2 -2x4'5 SHALL BE PROVIDED FOR VERTICAL t— — SUPPORT UNDER EACH END OF ALL STRUCTURAL BEAMS AND HEADERS LONGER THAN 5' -011. >!� TYPICAL INTERIOR T"�FIC � I 12 IF GAS HOT WATER HEATER IS NOT , N " AT TIC, THEN IT SHALL �1 I N 5 1 I F I I N L„ 5 I F I SHALL BE PLACED ON A PEDESTAL 16 ABOVE FINISHED FLOOR WALL �.. y ° I � 13 IF GAS HOT WATER HEATER I5 LOCATED IN ATTI THEN IT — ` I 6 AI � F L LAC 5ECTION SHALL BE PLACED ABOVE A LOAD BEARING PARTITION WALL :z REFERENCE: NONE SCALE: % " =1' -0" REFERENCE: NONE SCALE: I " =1' -0" �°° 3 _ 5 IN A PAN, INCLUDE RELIEF DRAIN LINE OF OUTSIDE OF HOUSE REFERENCE: NONE SCALE: 1 " -1 , - „ REFERENCE: NONE SCALE: -_ . ti �• s - • ,: SHEET 06 OF 06 01 I .R, REFERENCE: 01 /A-1.1 SCALE: I"= I'-0` (n I 0 J (N 0 HAND I CAF RJR, 2 REFERENCE: Ol/A-1.1 SCALE: I"=I'-0" z --- t %ol ELEVATION REFERENCE: 01 /A-1.1 SCALE: 03 N I , V4, REFERENCE: 01 /A-1.1 SCALE: I"=I'-O" Amm Aql-7% KING I G N V4 REFERENCE: 01 /A-1.1 SCALE: LEVER-OPERATED ACCESSIBLE DOOR HANDLE (PANIC HARIDNARE ON EXTERIOR IDOORS) a] T 7- co N LEVATION REFERENCE: OVA-1.1 SCALE: 04-0` 05 5fREAK I 1 < REFERENCE: 01 /A -I,I SCALE: 1"-1'-0" all OFFICE o AF f 11 5I VATION REFERENCE: 0I/A-I,I SCALE: 1"-l'-O" D E: DA TE: ■ 06/11/04 I F C JECTi DP -04 -185 p 04 _ 155 DRA DR AWN: NN: , HO BHO CHECKED. SRI - HEATED: 2 SLAB: 2 REVISION. M-M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. HE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE DRANING I THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN, M-M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. SHEET NUMBER SHEET 02 OF 06 5c� J N �J r 0 v �n 79 Q1 r/l t=�; till< `O L VAT REFERENCE: OVA -1.1 SCALE: %4 " =1' -0" ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF MM DESIGN. PURCHASER'S RIGHT 15 CONDITIONAL AND LIMITED TO A ONE —TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT STATED HEREIN, THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT WRITTEN PERM15SION OF MM DESIGN IN COLLEGE STA, TX, M —M DE51GN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE !° DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE 50LE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M —M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND /OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. DATE: 06111104 PROJECT: DP -04 -185 DRAWN: TJL CHECKED: SRN HEATED: w a SLAB: 2 REVISION: r cri " 5c� J N �J r 0 v �n 79 Q1 r/l t=�; till< `O L VAT REFERENCE: OVA -1.1 SCALE: %4 " =1' -0" ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF MM DESIGN. PURCHASER'S RIGHT 15 CONDITIONAL AND LIMITED TO A ONE —TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT STATED HEREIN, THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT WRITTEN PERM15SION OF MM DESIGN IN COLLEGE STA, TX, M —M DE51GN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE !° DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE 50LE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M —M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND /OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. DATE: 06111104 PROJECT: DP -04 -185 DRAWN: TJL CHECKED: SRN HEATED: 2,084,0* SLAB: 2 REVISION: NONE CONTINUOUS cgs mad a r' I M J lfl REFERENCE: NONE SCALE: %4 " = 1' -0" ALL DRAWINGS, PLANS, AND SPECIFICATIONS ARE PROPERTY OF MM DESIGN. PURCHASER'S RIGHT 15 CONDITIONAL AND LIMITED TO A ONE -TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION 15 STRICTLY PROHIBITED WITHOUT WRITTEN PERMISSION OF MM DESIGN iN COLLEGE STA, TX, M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATIONS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THl DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND /OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. GENERAL NOT : ( UNLESS OTHERWISE NOTED) 01 RAFTERS ARE 2x6's @ 16" O.G. 02 FRAMING MATERIAL SHALL BE #2 SOUTHERN YELLOW PINE (K.D. 15). 03 RAFTERS TO BE 16" O.C. BASED ON 20 POUNDS PER SQUARE FOOT (P.S.F.) LIVE LOAD AND 7 POUNDS PER SQUARE FOOT (P.S.F.) DEAD LOAD. MAXIMUM UNSUPPORTED RAFTER SPAN SHALL BE ]P -0 ". 04 BRACE LONGER SPANS WITH 2x4 STRUTS @ 48" O.C. WITH 2x6 PURLINS CONTINUOUS, MAXIMUM SPAN SHALL BE 6' -0 ". 05 RIDGES, HIPS AND VALLEYS TO BE ONE SIZE LARGER THAN CONNECTING RAFTER AND SHALL BE SIZED TO MATCH THE CUT END OF THE CONNECTING RAFTER, EXAMPLE: 2x6 RAFTER - 2x8 VALLEY. 06 RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOIST TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT PARALLEL, RAFTER TIES SHALL BE SPACED NOT MORE THAN 45" O.C. 07 2x6 COLLAR TIES AT 48" O.C. AT UPPER 1/3 OF ROOF. 05 ROOF DECKING TO BE %2 11 C.D.X. WITH PANEL SPAN RATING OF 24 -0. 09 CRICKETS SHALL BE APPLIED TO ROOF DECKING. 10 REFER TO ELEVATIONS ON SHEET A -3.1 FOR ROOF PITCHES, 11 DOUBLE FRAMING AROUND CHIMNEYS, DORMERS, SKYLIGHTS AND ANY MAJOR ROOF OPENINGS. 12 OUTLOOKERS TO BE 2x4 @ 16" O.C. 13 RAKES SHALL BE 8 11 . 14 FASCIAS AND RAKE BOARDS TO BE Ix6's 15 I' -6" EAVES EXCEPT FRONT DORMERS WHICH ARE 1' -0 ". DATE: 06111104 PROJECTi DP -04 -185 DRAWN: TJE CHECKED: SRN HEATED: 2, 054.0* SLAB: 2,277.714 REVISION: NONE