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HomeMy WebLinkAbout03-00500167- 00076250 PROPE TY LINE: 35.06' - 5 4585'14" W PROP TY LINE: 11.44' - 5 44 °58'10" W� PROPERTY LINE: 59.0' - 5 44'58'10" W Q 1 1 1 0/ 1 20.0' BUILDING LINE ( 20.0' BUILDING LINE — ft — T — T— N. 1 in I -.1 J in I 1 in 0, I J J I �' c I Z o b.% 01 Z p c xi p r A 4 rn r g F rn z Ill - A O Z 0 70 M rn 11 ° I� I -1 ii) 1 z z Iz Ir ill 1 rn in f rn (A ED r it —I- - -- - - -J— c r 6 , 7 7.0' BUI D N G LINE o (1 in �-TF ° 1N Iz 1' N rr 8 N V° 1 u ,_ 59.0 ' BUILDING LINE J 0 I 0Mrn - ►A N \ v+ 1 0 N 6` S N N g rn 1 z ? I - 0 1 1 1 = I -1 1 1 I x J_ ` ^ 32.C' PUBLIC U LITY SEMENT o . '9 I 1 r 12.0' PUBLIC AC&ESS EASEMENT 1 8.0' WA ER LINE PROPERTY LINE: 46.50' - 5 44'5840" W PROPERTY LINE: 59.0' - 5 44'58'10" IN CONCRETE DRIVE P IO.= I MER .iMR POOMO N W T TITLE None MUM • t MN -03 -150 MA"' "�` 2 ■ 1, sa Ft SITE MARIOTT HOMES, INC. ....... 2 ,2438 5Q. 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N� 4 ∎ Sri m N. li",, n o kin * & Q, *.e • .4 ., 5%44 '-'10 ,/ 7., „.. goilh, itt .4:,) . . ,,, , ....ps /0„ , .# .„...,. -..,› 4tr #0.440t4t R. a ' 111-111F j ell' ' it ''. ' :;1, 4 CC 10 ch cc . ‘, ' 4A" /1011L -, . 71 ' 1 ,it .#' 0 ti. r- .eo T# -, #1 U c.C @ Q Il a * a Q ...t -,„. CA 4t s -, A.,74 #4. .?_ mr A qy p �7'6nt L ,, A j � t u, 1 a a \ " C g 1. 1 C* /fig tf) L ' 't . 41,,,,, IP rn , , 1 i 74#44 • % 540\ ,,‘ 1— c , E .cc .a. V i ,,k cl .< e lk ay .??- N " vv h ` Z. \ � p ` (= lr a b ``�i ZONED C -1 CONTRACTOR TO PROVIDE UNDERGROUND ELECTRICAL CONDUIT (1) 4" PVC PIPE - 36 DEFP) ELECTRIC 50' SERVICE 1 ENTRANCE WATER LINE ENTRANCE AC PAD P OPERTY L �: 150.55' - N 45 0 2, G W . np I _ I PROPOSED WATER METER W o oW W W7 W W E —E E- , SIZE NAI_1� QUANTITY POINT POINT LOT 8D (BUILDING) o e� N E AL R (Quercus umardii) OP (NEW oo 1.25" CALIPER TREE CREPE MYRTLE 3 tic AND LARGER (Logerstroemia indica) IK 40 1. G j (NON- CANOPY) (NEW) u 5 GAL SHRUB 1 10 O (Wax Leaf Ligustrum) (NEW) LOT 8E (PLAYGROUND) .o 0 G�• Oo oo� ; 1.5' TO 2" RED OAK TREE CALIPER (Quercus shumardii)_ 75i o •�, �, CANOPY (NEW) G e V s I i Lu 1.25" CALIPER TREE CREPE MYRTLE AND LARGER (Cage, stroemia indica) 40 (NON- CANOPY) (NEW) _1 W � _ cz E- Z ���� :? - - SHRUB_ _ -- — - - - p - < _- 0d co I W Z ?..,. 5 GAL - - - IO = _ - - _ W4 �z �- Q i O Q-- U u- < I R LOT 8D POINTS: O 8,883.7 SQUARE FEE OF SITE AREA z O Z 8, 883.7 / 1, 000 O 3 N 8.88 x 30 = 266.4 = 270 POI NTS < w �( CL X REQUIRED LOT 8E POINTS: W 7,024.ci SQUARE FEE OF SITE AREA Z�n� 3 7 x / 1,000 = 7. 7 LOT 8D TOTAL POINTS PROPOSED: .02 x 30 = 210.6 = X20 POINTS LOT 8E TOTAL POINTS PROPOSED: �_Vlo $ (,!5 TOTAL POINTS REQUIRED: 1000 GRAND TOTAL POINTS .PROPOSED: cv N PARKING REQUIREMENTS FCP, OFFICE BUILDING: (I SPACE / 250.0 S�FT.) x 2, Ig5.8 SQ.FT. = 8.78 SPACES TOTAL SPACES REQUIRED: TOTAL SPACE5 PROPOSED: 10 it I I CITE' OF COLLEGE= STATION REQUIREMENTS I T 5YM@O 1;!a ZIAC1� QUANTITY G 1 15.0' PLANT BUFFE GENERAL NOT 01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O. 02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2364. )3 BACK FLOW DEVICES MUST BE TESTED UPON INSTALLATION L p,Q'P AS PER CITY ORDINANCE 2384. EM D VI �5 4- 04 SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH FOR SCREENING 1 PURPOSES. CO , 95 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS NOV 2 4 2003 48041CO144 C t 45041CO182 C, EFFECTIVE JULY 2, IG92, THIS C ST A� Cc PROPERTY IS NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. COLLEGE STATION 46 U � ALL DISTURBED EARTH MUST BE 100% COVERED WITH n RT S �+ TOOL %e' RAID. ALONG ESTABLISHED GRASS OR GROUND COVER PRIOR TO C.O. E r'Y W ICED' JOINT SEALER Z TO { =� t AS SPEC'D P7 THE CONTRACTOR TO PERFORM A ONE TIME GLEAN REQUIRED i'10. OF CANOPY TREES: 3 �l i 0 51 TE f 4N REFERENCE: NONE CONCRE CURB AND GUTTER REFERENCE: 01 /SP -I.I SCALE: I " =1' -0" S 10530 TOTAL LINEAR FEET 2" MIN RED OAK TREE CALIPER (Quercus shumardii) 10WT / 25FT= 4.22 CANOPY (NEW) 4. CANOPY TREES REQUIRED !!O. OF SHRUBS: 5 GAS SHRUB (Wax Leaf Ligustrum) '1j6 105.10 TOTAL LINEAR FEET (NEW) 46 U � ALL DISTURBED EARTH MUST BE 100% COVERED WITH n RT S �+ TOOL %e' RAID. ALONG ESTABLISHED GRASS OR GROUND COVER PRIOR TO C.O. E r'Y W ICED' JOINT SEALER Z TO { =� t AS SPEC'D P7 THE CONTRACTOR TO PERFORM A ONE TIME GLEAN REQUIRED i'10. OF CANOPY TREES: 3 �l i 0 51 TE f 4N REFERENCE: NONE CONCRE CURB AND GUTTER REFERENCE: 01 /SP -I.I SCALE: I " =1' -0" S u TAP tEGEND REVIEWED FOR COMPLIANCE SCALE: I"=10'-0 NORTH ,$ (SIZE) AUG 2. 1 2003 tip; f SANITARY SEWER WATER /DOMESTIC r{ �` , . i COLLEGE ST N �- ENGINEERING - �_ AE WATERARRIGATION 3/4" EXPANSION JOINT DRAINAGE EASEMENT THROUGH LOT q (OFF SITE) TO ALLOW BARS @ 12" O.C.E.W. MATERIAL AS 'SPEC 2" C>L'C 1 t �� STORM WATER RUN -OFF. �� � •.,� ALL EDGES' ._, TO BE THA I. ,:, _ ,, ...,._,:,:.. ,.•.. .. ,, r 2" CLEAR WIDTH CAP DA .; TOOL % RAID. ALONG DIA, OF DOWEL EXTEND ' ALL EDGES ly DEEP SMOOTH BAR DOWEL % "xlW @ 112 LENGTH OF DOWEL COMP REINF. AS PER CONC. W/ O .C. STD. (D SAE A EGRAADE) LOT 8 D 8 OILED v PAVEMENT DETAILS _ --- - =�- -- - - -- -�- —�-- AUG 2 2 2003 _ BLOCK: D — — — — — COLLEGE STATION SUBDIVISION: DEVELOWT SENICES cez ASHFORD _ _ _ COLLEGE STATION TEXAS I I =1 11 =1 I I -1 I L-1 I ICI I I -1 11 =1 I I -1 I I`I I I -1 =1 I I -1 I I -1 I i -1 11=1 I I -1 11 � 1 1 — I i--1 11 =1 I i- i I 1 =1 11 =1 I I — I — I 11 =1 I I -1 I I —I =1 11 =1 11 =1 11 =1 11 =1 I I 8 A z o s Co u N T Y III — III —I i I —I I —I i I —I i I —I III— �_� �_� �_) (� —� �— III -1 11 -1 (I —� (1 =1 11 =1 I( =) I I - - -- 1 II IIIIfll1�1 1 SHEET M 6" COMPACTED SUBGRADE - " 6" LIME STABILIZED _ 111 - 11 I I �— SUBGRADE @ 7% COMPACTED SUBGRADE (EXTEND 1' BEYOND CURB) FRE INF. CONCRE CONTRA 1�'I ENT FAVEJOI REFERENCE: 01 /SP -I.I SCALE: PFFFI?FN/'F. CITY OF COLLEGE STATOR REQUIREMEENTS I — ���Iil,i COMPACTED SUBGRADE C T I ON EX PAN 61 ON JOINT SCALE: I " =1' -0" REFERENCE: 01 /SP -I.1 PAVEMENT DETAIL REINF. AS PER CONC SCALE: I"= I'-0" M -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 ;t 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. jF0 I(1 SHE ET 10530 TOTAL LINEAR FEET 10WT / 25FT= 4.22 4. CANOPY TREES REQUIRED !!O. OF SHRUBS: 105.10 TOTAL LINEAR FEET 1 / 105.IFT / 3FT = 35.17 I I i,l I 35.It 36 SHRU55 I EXISTING 1 FIRE HYDRANT FH I .�".` INFORMATION SY 5 LE GEND III \ \\ i OWNER/DEVELOPER: MARIOTT HOMES, INC. LARRY MARIOTT i w WATER LINE WATER METER ® B L BLOC D Z \' F _ 20 9 ROCK PRAIRIE R E COLLEGE _STATION , TEXAS 77845 6G6 ^ -- GAS LINE __ET ER - ` � ! (G7q) -1787 —s— SEWER LINE FH NOW OR FORMERLY EELECTRIC LINE r�li FIRE HYDRANT PARKWAY ENTERPRISES ;; CHAIN LINK FENCE LINE p ELECTRIC METER EXISTING PARKING ;� i 1 u TAP tEGEND REVIEWED FOR COMPLIANCE SCALE: I"=10'-0 NORTH ,$ (SIZE) AUG 2. 1 2003 tip; f SANITARY SEWER WATER /DOMESTIC r{ �` , . i COLLEGE ST N �- ENGINEERING - �_ AE WATERARRIGATION 3/4" EXPANSION JOINT DRAINAGE EASEMENT THROUGH LOT q (OFF SITE) TO ALLOW BARS @ 12" O.C.E.W. MATERIAL AS 'SPEC 2" C>L'C 1 t �� STORM WATER RUN -OFF. �� � •.,� ALL EDGES' ._, TO BE THA I. ,:, _ ,, ...,._,:,:.. ,.•.. .. ,, r 2" CLEAR WIDTH CAP DA .; TOOL % RAID. ALONG DIA, OF DOWEL EXTEND ' ALL EDGES ly DEEP SMOOTH BAR DOWEL % "xlW @ 112 LENGTH OF DOWEL COMP REINF. AS PER CONC. W/ O .C. STD. (D SAE A EGRAADE) LOT 8 D 8 OILED v PAVEMENT DETAILS _ --- - =�- -- - - -- -�- —�-- AUG 2 2 2003 _ BLOCK: D — — — — — COLLEGE STATION SUBDIVISION: DEVELOWT SENICES cez ASHFORD _ _ _ COLLEGE STATION TEXAS I I =1 11 =1 I I -1 I L-1 I ICI I I -1 11 =1 I I -1 I I`I I I -1 =1 I I -1 I I -1 I i -1 11=1 I I -1 11 � 1 1 — I i--1 11 =1 I i- i I 1 =1 11 =1 I I — I — I 11 =1 I I -1 I I —I =1 11 =1 11 =1 11 =1 11 =1 I I 8 A z o s Co u N T Y III — III —I i I —I I —I i I —I i I —I III— �_� �_� �_) (� —� �— III -1 11 -1 (I —� (1 =1 11 =1 I( =) I I - - -- 1 II IIIIfll1�1 1 SHEET M 6" COMPACTED SUBGRADE - " 6" LIME STABILIZED _ 111 - 11 I I �— SUBGRADE @ 7% COMPACTED SUBGRADE (EXTEND 1' BEYOND CURB) FRE INF. CONCRE CONTRA 1�'I ENT FAVEJOI REFERENCE: 01 /SP -I.I SCALE: PFFFI?FN/'F. CITY OF COLLEGE STATOR REQUIREMEENTS I — ���Iil,i COMPACTED SUBGRADE C T I ON EX PAN 61 ON JOINT SCALE: I " =1' -0" REFERENCE: 01 /SP -I.1 PAVEMENT DETAIL REINF. AS PER CONC SCALE: I"= I'-0" M -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 ;t 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. 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SWOBODA .� '. 4 WIll MANUFACTURED HOME -.+•' ' :�� {?+,+0.r t;aj ,34p,.s k� PARK p t rt' '•t Al a r Tom! PROPERTY LINE: - Lx= 11.44' 1 OPRTY L - INE�� . S 44' 58' 10 6.0' PRIVACY I.1 A I I -\ Atk —i w Q LL LL Q CONTRACTOR TO PROVIDE UNDERGROUND ELECTRICAL CONDUIT W 4o FK PIPE - us PEEP) ELECTRIC , :' PROPERTY 35 1 w a �' W L ►- LOT BE S 45'05' 14 w z n- o LL O 1 �,JI il" Y 1' ! rµ► �ti ' L31 L I N E r- n.;+"' 1: ...,- ..rv.a.° 1 'r• ,.ni ..w.. � �. �. ^ - - - ^ ^ - - : F �-� ---- -F F F F %A �•._ � ,� o o� PROPERTI °LINE: 151.26' S 45 "22 s REQUIREMENTS SYMBOL , ,� K ik �2 5 #4 B AR CONT. T, / 1 1 1 - 0 #3 - • < I GALLONS PER MINUTE n♦ ` ,, t♦ , l ih� . . I FHI. 1 � r [�l�llr t Z 4�r 'A. 1 W (NEW) 3< = 1[c11�11.= t�l SHRUB (Wax Laof Ligustrum) a1r -11. .Il. t:' r ,a - CONC CUR _ u AND GUTTER N REFE RENCE, I / luw c ATE 0 (V RE I NF. CONCRE PAVEMENT REFEREh-!.CE: 01 /5P —I.I SCALE: I' ■1' -0" ' 1 � r- I 1 � t 1 1 1 1---• r. ; • 6' COMPACTED 5U13GRADE 6" LIME STABILIZED 5UBGRADE 0 7% (EXTEND I' BEYOND CURB) 1 8L OCK D ZONED C- I NOW OR FORMERLY 226 S.W. PARKWAY ENTERPRISES EXISTING PARKING #3 BARS 0 12" O.C.E.W. 2" CLEAR WIDTH Z REQUIREMENTS SYMBOL , ,� K ik �2 5 i' 1. ) ( la LOT 8D (BUILDING) < I GALLONS PER MINUTE 2" M IN ` ,, t♦ , l ih� . f :,'I jiN ¢, t7,t� ! 3. +�"{i'.i"Vtt (Quercus''shumardil) AVERAGE= Z 4�r 'A. 1 W (NEW) 3< 5 GAL SHRUB (Wax Laof Ligustrum) ? " x w t:' r ,a - '�5 _ u z N (Quarcus shumardii) luw c 0 (V RE I NF. CONCRE PAVEMENT REFEREh-!.CE: 01 /5P —I.I SCALE: I' ■1' -0" ' 1 � r- I 1 � t 1 1 1 1---• r. ; • 6' COMPACTED 5U13GRADE 6" LIME STABILIZED 5UBGRADE 0 7% (EXTEND I' BEYOND CURB) 1 8L OCK D ZONED C- I NOW OR FORMERLY 226 S.W. PARKWAY ENTERPRISES EXISTING PARKING #3 BARS 0 12" O.C.E.W. 2" CLEAR WIDTH Z REQUIREMENTS SYMBOL , NAtl QUANTITY POINT POINT ' la LOT 8D (BUILDING) < I GALLONS PER MINUTE 2" M IN RED OAK TREE 105.50FT / 25FT- 4.22 ESTABLISHED GRA55 OR GROUND COVER PRIOR TO C.O. CALIPER (Quercus''shumardil) AVERAGE= Z CANOPY 3 (NEW) 3< 5 GAL SHRUB (Wax Laof Ligustrum) ? " x w 1;, �Q I O IL0 RED OAK TREE Z '�5 o z N (Quarcus shumardii) CERTIF ATE o p0ao CANOPY (NEW) I� SYMBOL Z 0 FREE QUI 1) I CL N ® WATER M ETER q o0 ' O n, w �..� CL TREE CREPE MYRTLE N3 --� COLLEGE STATION, TEXAS 77845 AND LARGER Q W w z ( 1 J 240 z N w .JJ w < � cY — FIRE HYDRANT U�II Q SHRUB (Wax (Wax Leaf Li4u5lrum) � 1- Q 3 LL1 w z Q �" ELECTRIC METER LOT 8E (PLAYGROUND) 3 0 Im _ O N � � doaa — RED OAK TREE 2 Z 150 3 CALIPER of � Lo 3 w � Z L N ^ L.C. UnUTY TAP LEGEND m WAIIIINAMuMC WATUAMWArON BAMTARYiEWEp ti��E� R' -a Ta rot �d.',�.; s; OF TOOL y RAD. ALONG ALL EDGES I�' DEEP REINF. AS PER CONC. PAVEMENT DETAIL �• E >• r 4W9 COMPACTED COMPACTED 5U5GRADE CONTRACTION JOINT REFERENCEi 01/5P-1.1 SCALE: 1 " ■1' -0' CITY OF COLLEGE STATION REQUIREMENTS SYMBOL , NAtl QUANTITY POINT POINT ' 105.50 TOTAL LINEAR FEET LOT 8D (BUILDING) < I GALLONS PER MINUTE 2" M IN RED OAK TREE 105.50FT / 25FT- 4.22 ESTABLISHED GRA55 OR GROUND COVER PRIOR TO C.O. CALIPER (Quercus''shumardil) AVERAGE= r ` I CANOPY 15 GALLONS PER MINUTE (NEW) 3< 5 GAL SHRUB (Wax Laof Ligustrum) ? " x w 1;, �Q 1.5' TO 2' CALIPER RED OAK TREE I '�5 75 QAvo N (Quarcus shumardii) CERTIF ATE o p0ao CANOPY (NEW) INFORMATION SYMBOL LEGEND 0 FREE QUI 1) OWNER/DEVELOPER: MARIOTT HOMES, INC. --++— WATER LINE ® WATER M ETER q o0 ' LARRY MARIOTT } �..� 1.25" CALIPER TREE CREPE MYRTLE t --� COLLEGE STATION, TEXAS 77845 AND LARGER (LcWrstroamlo Indlea) ® 240 —s— SEWER LINE (NON- CANOPY) 0 (NEW) --E— ELECTRIC LINE — FIRE HYDRANT U�II 5 GAL SHRUB (Wax (Wax Leaf Li4u5lrum) 20 10 200 (NEW) �" ELECTRIC METER LOT 8E (PLAYGROUND) t doaa 1.5' TO 2' RED OAK TREE 2 75 150 oD c ono ° t CALIPER (Quarcus shumardii) a ° ° CANOPY (NEW) ) 1.25" CALIPER TREE CREPE MYRTLE 5 40 200 AND LARGER (Larstroemia indica) ga (NON- CANOPY) (NEW) a " I 5 GAL SHRUB (Wax LeaF Ligustrum) 17 10 170 r .... (NEW) REQUIRED LOT 5D POINTS': 8,883.7 SQUARE FEET OF SITE AREA 8,883.7 / 1,000 ■ 8.88 8.88 x 30 ■ 266.4 - 270 POINTS REQUIRED LOT 8E POINTS: 7,024.9 SQUARE FE,_T OF 51TE AREA 7 / 1,000 • 7.02 LOT 8D TOTAL POINTS PR0PO5ED: 515 r 7.02 x 30 210.6 220 POINTS LOT 8E T PO PROPOSED: 520 TOTAL POINTS R WIRED+ 1 CRMD TOTAL POINT5 PROPO=o 1,035 PARKING REQUIREMENTS FOR OFFICE BUILDING: } (I SPACE / 250.0 59.FT.) x 2,195.8 5Q.FT. 8,78 SPACES TOTAL SPACES REOUIREDs 9 TOTAL 5PACE5 PROPCM=h 10 J CITY OF COLLEGE STATION REQUIREMENTS a s4 ; NAME QUANTITY 15.0' PLANT' BUFFER ! 105.50 TOTAL LINEAR FEET AVERAGE: < I GALLONS PER MINUTE 2" M IN RED OAK TREE 105.50FT / 25FT- 4.22 ESTABLISHED GRA55 OR GROUND COVER PRIOR TO C.O. CALIPER (Quercus''shumardil) AVERAGE= r ` I CANOPY 15 GALLONS PER MINUTE (NEW) 3< 5 GAL SHRUB (Wax Laof Ligustrum) ? " x w COUNTY 105.50 TOTAL LINEAR FEET (NEW) 591 ig!p x J r REVIEWED FOR COMPL1A AUG 2120 COLLEGE 57 N 'f ENG INEERING WATER 4 SEWER DEMANDS HATER DEMAND MINIMUM: O GALLONS PER MINUTE �u < I GALLONS PER MINUTE 0 32 GALLONS PER MINUTE V 105.50 TOTAL LINEAR FEET AVERAGE: REVIEWED FOR COMPL1A AUG 2120 COLLEGE 57 N 'f ENG INEERING WATER 4 SEWER DEMANDS HATER DEMAND MINIMUM: O GALLONS PER MINUTE REQUIRED NO. OF CANOPY TREES! < I GALLONS PER MINUTE MAXIMUM: 32 GALLONS PER MINUTE V 105.50 TOTAL LINEAR FEET AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15,360 GALLONS PER DAY 105.50FT / 25FT- 4.22 ESTABLISHED GRA55 OR GROUND COVER PRIOR TO C.O. IRRIGATION MINIMUM: 0 GALLONS PER MINUTE AVERAGE= 4M a 5 CANOPY TREES MAXIMUM, 15 GALLONS PER MINUTE Z 3< REQUIRED NO. OF 5HRUB5: N Z3 x w COUNTY 105.50 TOTAL LINEAR FEET ON 1055FT / 3FT ■ 35.17 35.117 3 a . 36 SWIRA) N ELEiI CERTIF ATE INFORMATION SYMBOL LEGEND 0 FREE QUI 1) OWNER/DEVELOPER: MARIOTT HOMES, INC. --++— WATER LINE ® WATER M ETER (_ ' LARRY MARIOTT } �..� 209' ROCK PRAIRIE -- _-- GA5 LINE t --� COLLEGE STATION, TEXAS 77845 Ir1 IRRIGATION METER ® (979) 696 -1787 —s— SEWER LINE I FW 0 ' --E— ELECTRIC LINE — FIRE HYDRANT U�II NOT UIAEQ •--F CHAIN LINK FENCE LINE Ili "Ing �" ELECTRIC METER REVIEWED FOR COMPL1A AUG 2120 COLLEGE 57 N 'f ENG INEERING WATER 4 SEWER DEMANDS HATER DEMAND MINIMUM: O 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 wZ ESTABLISHED GRA55 OR GROUND COVER PRIOR TO C.O. IRRIGATION MINIMUM: 0 GALLONS PER MINUTE AVERAGE= < 1 GALLONS PER MINUTE MAXIMUM, 15 GALLONS PER MINUTE TOOL �" RAD. ALONG 314" EXPANSION JOINT MATERIAL AS 5PEC'D. ALL EDGES SMOOTH BAR DOWEL "xl8' 18' D.C. (DOWEL TO BE OILED W/ STD. NO. 40 5AE GRADE) X aria 11� COMPACTED 5UBGRADE EXf=AN5ION JOINT REFERENCE: 01 /SP -1.1 PAVEMENT DETAIL REINF. AS PER GONC. SCALE: 1'-1'-0* JOINT SEALER AS 5PEC'D. EXPAN51ON CAP— IN51DE DIA. TO BE &. GREATER THAN DIA, OF DOWEL t EXTEND I/2 LENGTH OF DOWEL , I 77 .. GENERAL N w 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 2394. tY PURPOSES. _�W IL 48041COi44 C t 4804160182 C, EFFECTIVE JULY 2, 1992, THIS (o wZ ESTABLISHED GRA55 OR GROUND COVER PRIOR TO C.O. U w Q � Q CL O7 Z Z 3< BLOCK: D COLLEGE STATION N Z3 x w COUNTY BRAZOS N JOINT SEALER AS 5PEC'D. EXPAN51ON CAP— IN51DE DIA. TO BE &. GREATER THAN DIA, OF DOWEL t EXTEND I/2 LENGTH OF DOWEL , I 77 .. GENERAL N 01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O. lo 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 2394. 04 SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH FOR SCREENING PURPOSES. 05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS y COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS 48041COi44 C t 4804160182 C, EFFECTIVE JULY 2, 1992, THIS PROPERTY 15 NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. 06 ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRA55 OR GROUND COVER PRIOR TO C.O. :17 THE CONTRACTOR TO PERFORM A ONE TIME CLEAN UP OF THE DRAINAGE EASEMENT THROUGH LOT TW STORM WATER RUN -OFF, 4" LOT 8D 8 AUG 2 2 2003 S. -fo BLOCK: D COLLEGE STATION . SU BDIVISION : DEVELOPMENT SERVICES �k ASHFORD SOAURE COLLEGE STATION, TEXAS COUNTY BRAZOS M -M DE51GN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DE51GN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL E:'sIGINEER 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 DE51GN AND /OR ANY PROBLEMS THAT MAY ARI5E REGARDING THE DESIGN. DATE: 04/24/03 PROJECT: PIN -03 -150 DRAWN: CG5 CHECKED: 5R1" f HEA TED• 1 2 g5.81P ! SLAB: 2 255.81p REVISION: 07/31/03 08/20/03 SWEET NUMBER SHEET 01 OF 02