Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Drawings
PROJECT BENCHMARK• SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION SITE CALCULATIONS WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS Phase 1A 10 UNIT BUILDING: TOTAL TYPE 3 & 4 BEDROOMS= 702 BDRMS 2*4(BDR)+4*2(BDR)+4*1(BDR) REQUIRED PARKING= 702*(1.0)= 702 P.S. =20 BDR/BUILDING TOTAL TYPE 1&2 BEDROOMS= 75 BDRMS 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 48 p.s. 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 R. S. 1 - 6 units (4x4b + 2x3b) = 22 bedrooms Required Parking Phase 1A: 48 p.s. Parking Provided Phase 1A: 149 p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 48 p.s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149 p.s. 13 units / 48 bedrooms 11 *(7A UNIT BUILDING)= 286 BDRMS 0 bedrooms 6*(7C UNIT BUILDING)= 168 BDRMS Phase 1 B Density = 231 units on 16.40 acres 1 UNIT BUILDING)= 18 BDRMS 231 units / 16.40 acres = 14.09 D.U./Acre *(5A 1 (5B UNIT BUILDING)= 20 BDRMS Max Allowable Density = 20 Dwelling Units/Acre 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 52 p.s. 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 7C units (7x4) = .0 bedrooms required parking: 0 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1 B: 52 p.s. Parking Provided Phase 1B: 0 R.S. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking:01 0p.s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149 p.s. 14 units 52 bedrooms Phase 1 C 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm 1 - 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 44 p,s• 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 9 R. S. 0 - 6 units (4x46 + 2x36) = 0 bedrooms Required Parking Phase 1C: 53�s. Parking Provided Phase 1C: 55 pis. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 153 p.s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 204 p.s. 15 units / 50 bedrooms Phase 2A 1 - 9 units (5x4b + 2x2b + 2x1b) = 26 bedrooms Type 3 & 4 Bdrm: 92 bdrm 1 - 8 units (4x4b + 2x2b + 2x1b) = 22 bedrooms required parking: 92 p,s, 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 12 bdrm 0 - 7C units (7x4b) = 0 bedrooms required parking: 18 p.s• 2 - 7D units (7x4b) = 56 bedrooms Required Parking Phase 2A: 110 p.s. Parking Provided Phase 2A: 78 pis. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 263 p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Parking Provided: 282 p.s. 0 - 5B units (5x4b) = 0 bedrooms 31 units 104 bedrooms Phase 2B 1 12 units 2x4b + 5x2b + 5x16 = 23 bedrooms Type 3 & 4 Bdrm: 40 bdrm 1 - 10 units (2x4b + 4x2b + 4x1 b) = 20 bedrooms required parking: 40 p.s. 0 _ 9 units (5x46 + 2x26 + = 2x1 b) - 0 bedrooms Type 1 & YP 2 Bdrm: 45 bdrm 1 - 9B units (2x4b + 5x2b + 2x1b) = 20 bedrooms required parking: 68 p. s. 1 - 8 units (4x46 + 2x26 + 20 b) = 22 bedrooms Required Parking Phase 28: 108�s.Parking Provided Phase 213: 112 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 371 p.s. 0 - 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 394 p.s. 0 - 7D units (7x4b) = 0 bedrooms LEGEND FIRE DEPARTMENT CONNECTION WATER METER 4 WATER VALVE Om FIRE HYDRANT -t- SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN CURB INLET RAMP WITH ADA PAVERS J TRANSFORMER PAD EFI,3�- ELECTRICAL PULL BOX ELECTRICAL SWITCH GEAR U S1 TE CJ- ✓�4 , - .a,� T.979.260.6963 F.979.266.3564 TX. FIRM ll F-1443 TI 511 UNIVERSITY DRIVE EAST ` i L �l ��h� � ,\, SUITE 104 SOUTH COLLEGE ° COLLEGE STATION TX 77840 \ _ WWM 0 2 \.. HARVEY MITCHELL PW. \ PLAN & DESIGN S CIALISTS IN NEERING 3 • \ `� CIVIL ENGIHYDRAULICS FERSON AT THE ZONE, LP / T 2, BLOCK A HOLLEMAN / VILLAGE ADDITION ! 3613, PG. 285 D.R.B.C./ CURRENT ZONING: R-4 ,5 Exi�t� 18 Sanitary tst. 61 / I v , I 0 - 6 units36 + 2x 4x4b = 0 bedrooms ( ) 0 - 5A SITE CALCULATIONS (3x4b TOTAL BEDROOMS: 12 UNIT BUILDING: PARKING: PER UDO- MULTIFAMILY DWELLING: 2*4(BDR)+5*2(BDR)+5*1(BDR) 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS =23 BDR/BUILDING 2 & 1 BEDROOM UNITS= 1.5 SPACES/BDRMS 10 UNIT BUILDING: TOTAL TYPE 3 & 4 BEDROOMS= 702 BDRMS 2*4(BDR)+4*2(BDR)+4*1(BDR) REQUIRED PARKING= 702*(1.0)= 702 P.S. =20 BDR/BUILDING TOTAL TYPE 1&2 BEDROOMS= 75 BDRMS 39 REQUIRED PARKING= 75*(1.5)= 113 P.S. 9B UNIT BUILDING: REQUIRED PARKING SPACES: = 815815 P.S. 2*4(BDR)+5*2(BCR)+2*1(BDR) PROVIDED PARKING SPACES: = 885 P.S. =20 BDR/BUILDING (8.6 % OVERPARKED) 9 UNIT BUILDING: HANDICAP PARKING: 5*4(BDR)+2*2(BDR)+2*1(BDR) 2% OF TOTAL PARKING SPACES =26 BDR/BUILDING 885 TOTAL * 2% =17.7 =18 P.S. 18 H.C. SPACES REQUIRED 8 UNIT BUILDING: -INCLUDING 3 VAN ACCESIBLE (MIN.) 4*4(BDR)+2*2(BDR)+2*1(BDR) U =22 BDR/BUILDINC3, MPSTERs 7A UNIT BUILDING:' (PER UDO -MULTIFAMILY DEVELOPMENT: 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) 7C UNIT BUILDING: 1*12 UNITS BLDNG= 12 UNITS 7*4(BDR)=28 BDR BUILDING 1 *10 UNITS BLDNG= 10 UNITS parking: 52p.s. 1 *9B UNITS BLDNG= 9 UNITS 7D UNIT BUILDING: (BAY WINDOW) 3* 9 UNITS BLDNG= 27 UNITS 8 UNITS BLDNG= 24 UNITS 7*4 BDR -28 BDR /BUILDING ( )- * 11 7A UNITS BLDNG= 77 UNITS 2x3b) = 52 bedrooms 6*7C UNITS BLDNG= 42 UNITS 6 UNIT BUILDING: 2 7D UNITS BLDNG= 14 UNITS 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 1* 6 UNITS BLDNG= 6 UNITS (7x4b) 1 *5A UNITS BLDNG= 5 UNITS 5A UNIT BUILDING: 1 *5B UNITS BLDNG= 5 UNITS 3*4(BDR)+2*3(BDR)=18 BDR/BUILDING 0 - 6 TOTAL= 231 DWELLING UNITS 513 UNIT BUILDING: + 5*4(BDR)=20 BDR/BUILDING Parking Provided Phase 3:105 p•s. 0 231 D.U./16 (DUMPSTERS/D.U.) _ 1 *(12 UNIT BUILDING)= 23 BDRMS 14.43 DUMPSTERS 1*(10 UNIT BUILDING)= 20 BDRMS 2x3b) = 0 bedrooms 1 *(9B UNIT BUILDING)= 20 BDRMS 15 (8-YRD DUMPSTER) REQUIRED 3*( 9 UNIT BUILDING)= 78 BDRMS 15 DUMPSTERS PROVIDED 3*( 8 UNIT BUILDING)= 66 BDRMS (5x4b) 11 *(7A UNIT BUILDING)= 286 BDRMS 0 bedrooms 6*(7C UNIT BUILDING)= 168 BDRMS Density Legend 2* 7D UNIT BUILDING = 56 BDRMS ( )_ 1*( 6 UNIT BUILDING)= 22 BDRMS Density = 231 units on 16.40 acres 1 UNIT BUILDING)= 18 BDRMS 231 units / 16.40 acres = 14.09 D.U./Acre *(5A 1 (5B UNIT BUILDING)= 20 BDRMS Max Allowable Density = 20 Dwelling Units/Acre (R-4 Zoning) TOTAL BEDROOMS= 777 BDRMS LEGEND FIRE DEPARTMENT CONNECTION WATER METER 4 WATER VALVE Om FIRE HYDRANT -t- SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN CURB INLET RAMP WITH ADA PAVERS J TRANSFORMER PAD EFI,3�- ELECTRICAL PULL BOX ELECTRICAL SWITCH GEAR U S1 TE CJ- ✓�4 , - .a,� T.979.260.6963 F.979.266.3564 TX. FIRM ll F-1443 TI 511 UNIVERSITY DRIVE EAST ` i L �l ��h� � ,\, SUITE 104 SOUTH COLLEGE ° COLLEGE STATION TX 77840 \ _ WWM 0 2 \.. HARVEY MITCHELL PW. \ PLAN & DESIGN S CIALISTS IN NEERING 3 • \ `� CIVIL ENGIHYDRAULICS FERSON AT THE ZONE, LP / T 2, BLOCK A HOLLEMAN / VILLAGE ADDITION ! 3613, PG. 285 D.R.B.C./ CURRENT ZONING: R-4 ,5 Exi�t� 18 Sanitary tst. 61 / I v , I 0 - 6 units36 + 2x 4x4b = 0 bedrooms ( ) 0 - 5A units (3x4b + 2x3b) = 0 bedrooms 0 - 5B units (5x4b) = 0 bedrooms 39 units / 85 bedrooms Phase 3 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 52p.s. 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & required 2 Bdrm: 0 bdrm parking: 0 p.s. 0 - 7C units (7x4b) = 0 bedrooms Required Parking Phase 3: 52 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 3:105 p•s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking:24 3 p.s. 0 - 513 units (5x4b) = 0 bedrooms Cumulative Parking Provided:94 9 ps• 14 units / 52 bedrooms Phase 4 INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 90 P.S. INTERIOR PARKING SPACES: 795 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 795 P.S./15 P.S.=53.00 53*(180 SQFT)= 9,540 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9.540 SQ.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 19.529 SQ.FT. -H/ EM \ T.R. 319.57' Error in S assUM e Fe IN.1 37 \ assum ey( 0�=301.27 0 - 9 units (5x46 + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 48 p.s. BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) DOMESTIC WATER (PER UNIT) Type 1 & 2 Bdrm: 0 bdrm 0 - 7A units (5x46 + 2x36) = 0 bedrooms 5.65 GPM (PEAK) % ' required parking: 0 P.S. 12 UNIT BUILDING = 4548 * 3 13644 SQ.FT. \\ 1 - 7C units (7x46) = 28 bedrooms 1.53 GPM (AVE) Required Parking Phase 4: 48 p.s. 10 UNIT BUILDING = 3976 *;,3 = 11928 SQ.FT. X _ __ _ __ •_ _ .00 ..GPM .MIN 0 6 units _ 4x46_ + 2x36 _ 0 bedrooms 0 ( ) Parking Provided Phase 4. 0 D,•�,, 9 UNIT BUILDING - 4346 * 3 - 13038 SQ.FT.- 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 471 p.s. 9B UNIT BUILDING = 3770 * 3 11310 SQ.FT. ! 1 - 5B units (5x4b) = 20 bedrooms Cumulative Parking Provided: 499 p.s. 8 UNIT BUILDING = 3770 * 3 = 11310 SQ.FT. SEWERAGE FLOW 12 units / 48 bedrooms 7A UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1600 GPD MAX. Phase 5 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 7D UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 0 - 9 units 5x46 + 2x26 + 2x16 = 0 bedrooms T e 3 & 4 Bdrm: 54 bdrm / N`t �%` 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms yre required parking: 54 s. 6 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. Pro . ( ) q P g' —� 5A UNIT BUILDING = 3111 * 3 = 9333 SQ.FT. / � �r =` � � Fire 1 - 7A units 5x4b + 2x36 = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm * ix� / \ rap Hyd nt ( ) 5B UNIT BUILDING = 3111 3 = 9333 SQ.FT. h�i 1 - 7C units (7x4b) = 28 bedrooms required parking: 0 P. S. ater� Required Parking Phase 5: 54�s eter (lYP 0 - 6 units (4x4b + 2x3b) = 0 bedrooms ©c, Parking .Provided Phase 5: 88 p.s. 0 _ 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 525 p.s i I ----- - //� • r%`� ^°�� 0 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 587 ,mss. 14 units / 54 bedrooms o ,------ Phase 6 Exist. 15' P.U.E 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 28 bdrm R. wwMy (Plat) r.R. EWWMH ' 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 28 p.s. FL IN3230 .5 °99amed \ \ (Vol. 3613, PG m su_rve /'---z•-a••_�„, - =303.2 285 assumed FL OU _ / 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 1 I. ° )�2's3 required parking: 0 R.S./ 1 - 7C units (7x4b) = 28 bedrooms ---------------- -- ------------ / \/� \ \ \ /op. Required Parking Phase 6: 28 p.s. ~~�� i� 0 - 6 units 4x4b + 2x36 = 0 bedrooms ,s -ss ,s -ss \ 8 ( ) . Parking Provided Phase 6: 27 Ps. � _ �`"'-------._ 0 - 5A units 3x4b + 2x36 = 0 bedrooms ( ) Cumulative Required Parking: 553 p,�. D.�P \• � � /�\ � 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 614 p•s• 7 units / 28 bedrooms Phase 7 l \ 4� 1 - 9 units (5x46 + 2x2b + 2x1b) = 26 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 `- 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 48 P•s• i ; , ✓,yy \ \ _ Type 1 & 2 Bdrm: 6 bdrm .' 1 0 - 7A units (5x46 + 2x36) - 0 bedrooms TD / \ requiredparking: 9 .s. _CR FORD BURN SURVEY � 1 7C units (7x46) 28 bedrooms - Required Parking Phase 7: 57 p.s. REMAINDER OF 58.3 ACRES - 0 6 units (4x4b + 2x3b) ps• 0 bedrooms Parking Provided Phase 7: 52 VOL. 354/PG 416 DR C 1.216 Black Decorative - 0 - 5A units (3x46 + 2x36) - 0 bedroomsCumulative Required Parking: 610 R.s, ACRES Iron Fence 0 - 5B units (5x46) = 0 bedrooms(NOT Cumulative Parking Provided: 666 Ps• PLATT D) 16 units 54 bedrooms Phase 8 0 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm I ! \ 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 44 p.s. Q \ 1 - 7A units (5x46 + 2x36) Type 1 & 2 Bdrm: 0 bdrm 26 bedrooms parking: 0 - 7C units (7x46) = 0 bedrooms required P g' 0 P. W S. Required Parking Phase 8:44 p•s• 0 - 6 units (4x46 + 2x36) = 0 bedrooms" > �\ Parking Provided Phase 8: 116 12.s.i f' \ `\ 1 - 5A units (3x46 + 2x36) = 18 bedroomsCumulative Required Parking: 654 12.s.i 5 \, - 9 BL G 0 - 5B Units (5x4b) = 0 bedrooms Cumulative Parking Provided: 872p.s. /•6 \ \ 7C BLDGL([@ �\ 12 units 44 bedrooms Phase 9 </- • , ....,_... 1 - 9 units (5x4b + 2x2b + 2x1b) = 26 bedrooms Type 3 & 4 Bdrm: 46 bdrm 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 46 p.s. LL1 Y 1- 7A units (5x4b + 2x3b) = 26 bedrooms Type 1& 2 Bdrm: 6 bdrm f \\ I Prop. I I fi I I I I I 1 I I I I i I Prop 0 - 7C units 7x46 = 0 bedrooms required parking: 9 p.s. / - p1fe fpr Water ( ) 1-12'x12' `•2-12'x 2' io Fire a br Required Parking Phase 9: 55 P•s• O Hydrant N 0 - 6 units (4x46 + 2x36) 0 bedrooms Parking Provided Phase 9: 01 3 P•s• I Puodmpst12"11 aa pst r Hydra 0 - 5A units (3x46 + 2x36) = 0 bedrooms Cumulative Required Parking: 09 .s �__° ° ( �9lry I I - I 1- 7T i 0 - 5B units (5x46) = 0 bedrooms Cumulative Parking Provided: 885 p.s. \ ;� -�" I --�- — 16 units / 52 bedrooms .,..,<., ., .,..x. ..-.zysa.>.a:..«.,:. ..,.m ...,.,.,«mai .$4§S.�ura,.,;a-....:.x...roGs�"'.`.: `.r.`" "`r •„m,"� :._., � � ." .; w., �. - 14'r A` Phase 10 0 - 9 units (5x46 + 2x26 + 2x16) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm lack Decorative w / Iron Fence " 0 - 8 units (4x46 + 2x2b + 2x1b) = 0 bedrooms required parking: 52 p.s. ' 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 p.s. Required Parking Phase 10: 52 .ss_ / 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 10: 0 P.S. ! 0 - 5A units 3x4b + 2x36 = 0 bedrooms i ( ) Cumulative Required Parking: 761�s. 325 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 885 p.s. 14 units / 52 bedrooms --- 324 TI Phase 11 323 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 0 - 8 units (4x46 + 2x2b + 2x1 b) = 0 bedrooms required parking: 54 p.s. 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 0 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 11: 54 p.s. Parking Provided Phase 11: 0 p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required PArking: 815 p•s• 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 885 p.s. 14 units / 54 bedrooms /. M1 L STATE OF TEXAS 723 r�u�l I DA�Ii\e FGi �E—L— , � Ri< _ R.O.W. VARIE`. 0 18) Water o \/ � , �.\ j" j �;•' '`oopy� HYDROLOGY *UTILITIES STREETS / / \ lack Deco ativ\ ' Po SITE PLANS * SUBDIVISIONS Iron ce \ COLLEGE STATION A crrY uMrrs Z www.miicneiiananiorqan.com. Fi #F-1443 N.T.B. j i 07/25/13 Front Setback -32r v : ;21 V/C/NITYMAP..................................... VERONICA J.B ORGAN . ... ...... � �, � � � \ ,°'•, � 77689 � Q r• CI F C LLEGE S T N, �oNAL TRAGI , °=g ° VOL. 6 6 , UWti O.R.B. . C RRENT Z I G: R-1 \ ' \ yy'� JULY 20 3 Exist. 15';° P.U.E I \ Designed by: VJBM (9515/150)\ \ ' Drawn By: JUJ New ROW ' Checked By: VJBM \` Line 4' \ (r flects t'I ' gg Jdd�l5') z F i Exist. 18" w \ 4 of \ Waterline PALOMARES IL \ ` \ CONSTRUCTION, INC. W CRAWFORD BURNE17 -a TRACT 62, N \\ Exist. '� (NOT PLATTED) \ Fire CURRENT ZONING: R-1 Q i o Hydran \ (D � < (� 4 5 o DePo d n CA=26'01 '59 R= 1679.6 \ t\ °� f Q r L= 3.8 76'.63' <. •� St irs Retaining � \\ Wall Stairs \ >P r ! \ \ NAVAJO, L' } \ , \ \ \ \\ G AWFORD BU 2-1 'x12 ACT 6E o !. - l Dum stet (NOT PLAT;C O -p P ,`;, •,, \ CURRENT ZOI _. �9 O \ R-1 0 Prop. Fire \ �� \ \ \ ``,, f �\ \ i Hydrant; \ �`\ v' c Qi rr CL i'\ \• \ lack \ \ ry s\ i� Pro N Meter 5' 321 - 320 15' Front ` \` Setback r oo 1OR) m \\ Prop. Firer o z>...I r .. _---'Hydrant �I I/Se urit ,\ z� s \\� Erop. Wat�e�r EXISTING"" ON ENTF7A1lSEa 1 " ! 2 ` \ \T i9rant-- - I 2-12'x12' Dumpster Pad \\ tea. �i'i l�lil IJ I 1 5' Side Ex st. Guywire Bla k Decorative s°9 Q 1 ` Setback (To Be Remove) iro Fence m N 88' 18'02" 37.33' p� x nr t cm n4 t t r � , -_ - 3 �. - 7-- m by t1 La BOG 0 6 2 3 L F 34. 1� - 7:-R GINE 3 9 --� 'J \� PUA I C� I I PROJECT BENCHMARK: SQUARE CUT I .. V;�, - I N 11 I \ ,fi [1. U. L. I \ ill , L-A.. -J. . , I "i - x I I e I - �, I . I � I I - - - - , I I \ I , . I / I I I I I I t ;X\_ 1, 1, I "I . I 1, , , '1/ � \� & . , ) . , I I 1 ,4 . ,,, , '01- I \ I , \ \� ; �. ,,�,,.�,� , . "I'l,' I /' " - ' "' ' /.' ' \ "� -� ,�\ / " private ,,, , �, , �A " -1 / \\ � A � .,A I -1, , , �, , I 1 2 " //V", `\ " 11 SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION , / , I ,,, , "I , \��> � , " ,\� // , 4�// , i , \/,/ , '� , I 'r 1. V - � // 0� / Service 1-1 \\\ , '. ., , , X' �, I , �4 `-iii' � � "l11. I -, , ,� -_ '/ WITH FM 2818. X= 3553461.31, Y= 10199936.19, Eleil 322.23 1 Z __O�D P E \ 'll \ , 1.0100� , I , I \ ,�, I I �-�, -- " ill : / / I I I I �� > �p -e -In ' Zo ,\, / \ \� 1-� I I ,\ \ � \1 1, - ,\. I � _\."\ Z<�, ` \ , / \ "i - \ ,� I 11 � I "I - , \ �", '. I Z I � , ' I � �/ i, , 1, 11� � 0 ,�,� I / ) . . . . . ,. I I . � 0 Ex. I 18" Sanitary � <'),i,,,,_ 1k, ,g,p, N1, 6",'S S , �, I "l - I All �:, e;� ll�- " - ,�,' \ I I / Sanita "" EX. 15' '� � I �, 1�5,49( 1 1 ,q;,�, .- \� .11 . I 1-1 b1t, � I \1, � , . I ry S�wer (Public) " " P 1. , �N I \ "' , I ' P�ivate 1-1 : N,1121�1 % I , \ I I 1'� � '�� I � I . > 3" PVC - - - Iseril I I " " " I I 1. I , " VOL. 97I . �J) \> XA I 110 � 15' . ") f TE / ! "i - \ 1, "' , / , I �, /Z \ , VAI, Prop, l I , 11 out - I/ - -- " " C re'a'n I IFLUNUEM 'l �,," I . , \ V , , N 46 , P.U.L '�'It ,\/ I ) �� \ l 0- Pu 19 11 \ 1%� nitice �� : - , I \ 11�11 1\ , 1.), ,., -b \, I -0- I I I " I I IV (T -///P. U. E. , i Lin� - I ;,- F_ 7'. luillpi I . I Ill I , Var. Width F IF , . \ , A. - , - -F I , I ,<-)1_1 < 1;�,� I 1�;` I - - , 1, I/ J I , , , - 11 --- I Sbnitary P FLUQ3 [ Public Util - IN NI \ V -1, ,,�. I �� 1, ') \ N I,< Ill , I �,� , , Curb � I 'k'-- '\ , , , . 4F , / I ity 4f , / , ZP.U.E. \ \ � ) n \ I "I ^ \ � \A'_ 191. 11�1 \.' , . 04.1 1 % , I , \ I � �osement / C ./ I X ( J /1, 11\ . ,'.,�� 11 14\ /!/' C�_ i - , I \ . \ / �', \11 I , I I , I I I . 5ewer I I z�l 1. \;Q - . I ,,, 1��/, - I 1 -4'i - I . \,\ 1��_ ":i 0 , ,�;, ." \,&T 11 ./ I I \ 1 I �� _/ K , I \/,\\ " I ,,, 1 I � A I - � , I \ T-979.2601.6963 , ," __1 I elv%l, �` 3 , ��\ Ilk 24 � \ I I / / Cleanout , I , I , , 1)1( � " 6 \ - \'o , .�v ,,< . , . ". " , , l 1__ I - , 11 , l >_ " 7.51 Side l e I N , / I , , - \ I � N. , \ , . I � /�� 11, ,-Val\ I \ <` . , , - 1 115� IMPE ', , "� ", /1, 1, / I I �' , - , I I \ - \ , '/ i � I- , I I LV (J ) I , , \ h \ \ ',�_ - , k 11 " \� , ; .. I I , Setback " \ I \� , \ , . � I , " i�l l � I(l ,� . l I , !! I � I. ...... ,,\I - \ \ x , I. ?� \ il I \ , "-,, - \ i C_ I F.979.26 - 3564 � I C� l: 11��_ , I �:��!: � ,,",�,� : , , I / .... I �� \ ,, _11� i 11., " " % � , , I " � \ ulIi. \ 1 8" , I .1 - � \ , , , / * I : �_� � , Waterlin - � �:� � 1, � ,/ ,� \ - " - I" , "'a : �� � .... . , I 1, / , ie�ll..: � �:� �� � \\ - I � , , i I I , I I.. , ,,� -4 10, � / , I l . . ''" ,:Ie�ow �:J I ,�� , 1. 1111�1 N N. I - . . I __11 " I I I l � I , I I ,e /9 ... , 11 , �1 -1 - - I A;r l \ � / ,� i I ' , I \�\ TX. FIRM # F- 1 443 1 1 1 � I 1. I - I I PHASE Pw. soum , I .. I I 11 I I - I � d- , /\ . , , � Z: �'. 11 I I 1i I , \1 \ ��* I -\ " 'a""", - - CA - I 11 1� 1 I "I ,,�:. , - I - / , " , \ �, z/111", I -_ I - T \ \ -_ � I \ , 1 03 \ � / \ / ., . , , I I I - � I < \ iu, " 1�; I ''I I , / I'll \ I Ex. Fire , - __ i , I � ,� ,,, . MRVEY MITCHEU % I � I I � " , I I LINE : __� - % '. , _P C, -, �p I , , , , , I I l . I o", � :/ � __�. I > 1, , x. Fibe Hydrant 1*119, \ . , 1, I , , I . \ , 1 1 UNIVERSITY DRIVE EAST � I ' Prop. * , , , .,:::� ,�, : '�F6:; � �:: 1, I " . I 1-1 I/ " \ �, 1 ,-A * ��, I , \ �:� � , , .1 (PH 1 -C) 1, I l ii, .1 I Plug 4 : �: .Ijil I , _" - \,- : , :_ \ U V, 6" Sanita , 1 . 1� ,\ I I I n I ll,01 I \ I r"' 11 . I I I - . SUITE 4 l 1, U,\ \ V11 //1' I , I Y_ - f ,� i , k, ��, I I , , , V % U 11 ".. �l I I , I '/ '\/ 11� I � .*III E STATION N\ §�, , 11 � - I \_ " -,! "'n I %, - X , � / - OLLEG I TX 77840 1 Sewer �iZe 1__' Storm Drain " �� I :K � (Privat6' for 'Future _> \ . � 1. �i, .'. ��, � %, -ivacy EX. CLUB �. \ .I--, - . �� . I I / I , 1 I- . , IN - I , , I. ence , , / �/ I , I e, U; I ., 01, ��: I / I& r__)1L1_1,6,\,(,,J, ,� ... i \ " " 1�_ I , '5�, se 40 11 ;� - I I 0� � �1 / 11 �; N7 " , 6 . L I ,� . � X,p � ll � � :�, ::,_ I � "" -1:", � .111:1� HOUSE -�Ak )n , , I , I/ COLLEGE STATION I I - ILAN & DESIGN S CIALISTS IN � , I :1.01, ", �: - ` I l \ , � \- � , I . I - Ex 1\ , I I � I. � .,� I .. - , � ( ,�": , 1`11-1, , \ 1p_ I tyP) (FF=319.25) PHAS " I I I I _015 I I I I/ CITY LIMITS -,\ A < / � 1, 1, , -A- ll , 1 116 , - ,::�: 1. 0 14�' 1 1 ii \ l, 1�11 , :_: �::��!,:: e�, .I � � ,, " _1k 11 Nuulp": � i� I -III" i--,-�, 11 l I �, 11, / \ I I 1� :IVIL ENGINEERIN H'�DRAULICS � 1. , N,9.!"Ipl , - � I I . i , i \ / \ \ , , V I \ P 1, 11 , il� 11 1. (PH 1 -D) I IJS I I HYDROLOGY * UTILITIES STREETS I I 11 �lvVar: Widt ' ' ,. I I I I , . I 11 h 11 11"11 I I �', . I I N , I : , � � .1 ' � - . I \:, � , 1. . I \ � 1-1 ... , � ir , ,�� , 6 � .r- SITE PLANS *SUBDIVISIONS 1.1.11 , , I .1 C, , A, .,� I I 11 - I .1 IVR�l , � I � Public: utility ` . i , , 11 �y 11 I �\ 1 6" Sanitary I �-,I�,,� / ,::"� , \ % , " I ... I \ % % 'l . 7� .11. .'". \ , I .11 I'll..,., . ', I .. , I I ,,, I l, I I ....... . _, - in � ,,,, \\�11 Sewe. I I'll 1< _\ \� l ..... - " I / 1- i � -1 - ------- \1 1, , -12'x12 _� dsemL t-, �§, �,- 11 - lb I'll, - 2 � - 1- 7 E N1541% k , ), I- X. ,. 24' , 1-1 i . 1, ...... I �, l ,� L_/ , Z � , 'i, "". - I_ :,� .... I M - I - I . 1�, . I , I � I "I 1, Dumpster - I �� : ,; , ,vate) 1� I , i1a . Id _ %,� i \ , ilww.mitchellandIrgon.com I : /::J.�::::�: , � � ' i .. � �� I I - i � , 1 7 - I I il � I I I I . , : : I I � I 11 ��� � , , 1. i I I '' \ 11 Irr - I ��o , , Pad �Bo %/.; 1. �. �: , , t .... . I I I \ � � I I . I l 1.11'', ; :.-1 I , 11,� , / � 11 - HC �2 � \ �11. - 'k, , , , I % I , , , % .111.11 I ' 11.1 I I I t - � � I � , , ii i , . 07/25/13 I'll �:: �:�,: 11 1� 0 \ 'I, I : ' .1� : Rarnp;§ ;: - "I . , � " , I, l ,_ � J, � i , I ;i "', , -111 � �// : "', , ,"`�>`h � VICINITYMAP V , I I I -1 I \� ��N \ Z � I \� , � "I i \ 1, , * -1 , I - � 1�1 \ I . I �; ... � - .\ I., I'll I 1, - I I i . I \ 1611, , \ I , , : , : l/ , ': ',WT __ , 1� I 'r A\..-*- : . ,, , - N\% I , , I ,, ��� I . . � �� l JI it ,,,,, 9, \ _� " " ! , I *4 " , 1: , I , 1 -1 ,___� � I I r I \ I I � 1� � : " " : . 1, I �_3 1, , �� ,: .. Ex. 4 I'll ,�_-�,-/- , \ ( � , 1, tL � I , � \ l ,\ ) - ............ I � ............ � " I .11'. I 1.11 � �", "I'll, . . . . . . 11 I _ I I i I , " - `�` . � i - � I .: :,��..� e ry i Q_ te,: ,;�, \ i I 11 � � i " I �, -', VERONICA J.B. = I , ,� , .-:'� _> Plug Prop. I 11 .. .� "", "" - - ... . S.S. ( _,��., , '� - % ..� �� V$� .�_ ._� I 11� __5�g'&_ f. i . I \ _`11 , 1 inch 3 .1 I -1 -, , \ \ " " ' , , " Ipm,"i- - �c I 1, ' , _ ,�J , l : New �,gf , , � � - � - I ..... I I i;, � I , - \ � ; -, � I I (_4 11 . , I �::�: 2, S A I l I - - , A - � . ..: I I � U2_ I __� lv&.�, ,v4;, 1 _1 - , � i I I C> It% I I , & , I I I I A I - ,P 77689 i,c� ..,Z- , Storm Drain I �11 ,�,, �-_ Xs I.. \, , . - I \ I I R3' \ _ , 1) I I I � i I - 1-.�I'c I / * for Future I" . l y I �, "�� L668i r 50 � I. -P \ \1 I 1, . � 9 -11, 1� I I -_ I I \ , " I 11.1 "" .- � 1 5' P. U. E --- '� �,". STe�_ "' - , Use � I � �, . - '' "� ... . . ... .. .. , 0 "I 1�, �,;,, I , - - - -..,. � i .i i I I Transforft ..:-. `11Q,fZN1: '7,�� a "I , \ I �� "I I - - - 1 *6 "I .... � � �:: , :�_ 1 "I -,. (9515/150) 11 , 11 ; 11 , 11-11---,, . I r .\ , , ,��. 11��D_, I . (D 'v� I I - 'I', - - � i ::�_� , \e /`11;XS � , '�? - � . - � 0 , I r—I I Pad I <1' -- I N11, \ �,,�,, , � -�;, " � 1, , - &. I IL, , 6" 1 . I ��,N_IiiN_11_1'�n/�� 1, -, , ... �." I `� e I 1A 1-3 I I ;�- --? ! I I ", '1�1 l I - I I., __ - - - _- i ----------- I I � ,---/ a " 11 1\l , I � l I UyAjilIVIP'l .: � . N _ 11 '' I "" I I I � , , . lz,y'\_�, 11. . "" \ i,4�, , , . , - �73 % /7A - - IN .. .."I �� , V \ ,\\\, f- J] /, \ . \ % I � Al Soil Backfill I I / . /�N__11�,Nl I/ I'll . ... I I! '\ k .,,,--I "l - , A_ - - - , 1 17 5' Public ll?\ �"",�,*�,, 0� 1 , - . \ 1, I . , , 1\ ;,:, I - 'IV - _ , , ,4 � '.. , " -" " � IT "1'1111__,� -- � i I . � /, � ,". \ 'Il 1�.'� _� I - , . #3 Bar , I , 1%� I '1.1�11�1:"�Z>�,-� :,..- * , - X Ill.\, , X11V:; " NO 1-111,001 INS', 0 _,`�_ ., , \1 - I \ I \ " I 11"o, - 1�� i ----------------- - \-' 'NE V , � � ::i�� 'W��,P" ==M ,� I . � \ ; I I �P! , MR . 1_____11 6\1 I I I �. 1, i % - i � 11 �,- � �5 6 - : ", .�� --I r I 1, i I , I , 'N �� � @22 R 11 I [?) 1. ,� , - , 101., , , 11 � � \ % :1� � i I , >/ : � \ � � ll, \ \ ,%.,�.- . �� 14 , > � F U "-'� U F -p- i Y_ I i ��:_ / ,� , � I � 1- , " , ._� i - I.: - I", .1\1 I , I I \ , z, -M JULY 2013 A�A_X P i I "I." ___>_X ,� ,6, - 1, - S11, � ��, 1_�%�,? I M 25' ) - I _ , , , � , I , �:_ r 11 ,� ,.� ", ___ ' \ Designed by: !VJBM I I I 5' P6bJic 6" Sanitary � .1 WS=318.46 '. " i" a __.� I PROVIDE A "ALL WEATHER" �TEMPORARY NEW 2- 11 i - I : '"'I, Uti it I I I 11 I - I I ., .. �11 K 'i;l 1, " I I I -, SURFACE CONSISTING OF 41 INCHES OF % v\ ,I Drawn By: JUJ I I , I— . PIPE C \ I 11 4c- . 11 I � q: . I'll, � I'll � . , I I � � � , , , � . I � , - 6" � 11 (Private) ,,, -VALVE , \,� , - - . Checked By: VJBM - . . I I 1 1 , 1::,� I "> �, SFORMER ij.' -_ _;�, 1� � . � I 1. Easement', - , ,, . ., -�, " 1) - - 1�_�-' -PIALM LIMESTONE !I,SE WITH ONE INCH OF I . , 1, \v 1- ,F nlet 1, � 1, I I - I_ I . � :� ' ,;; 0 0 PAD �_N_ - /V' l � � ::�d ::�;,.: 1� -, � \� 1�11`1'_ "��_ � � -YPE " " O:--6 % : 1. 11 .1 - - N'./l. "��p , . � , �: �:_ ,, 'I', ** ,:�, , , �,N-� Y. I "�.�.,Grate'. .... , , , _,_� - I'll I Sewer Line .11" ISOLATION ` 1 \ 6-�- \ \ l V11 R \ , , \V�- � � ' < M \\ , , , , - X ,,� - \ 12" : _;, , ii� 0 r 6U`,� " A1 ","I � , ,,, �, __ 'L ': .S "I = \ V - 1 T�j OTO PROVIII E SECOND I 1-1.1 . I I "I''.. .. 1 v4l� If 1____1 I , N031 LOT 1, BLOCK 1- - - - - � �.." � � I'll 1, I 1 51IIi 14Z 1111ilei\ l : ) -- � - --- - -1 I :i ... ":_:: 1, ... 11 ' �� �� - - -� , -1 I - - - ACCESS J IES 1BUTLER ROAD , I 1 4 __ 11 . I .� "Ill - - - 11 I X_x - fV� , C - , � J _: ,... " , -1 _:� ,,, � ....... , 1, , - \,� i - ��n . ,� I I ;� I I , _ Sanita., I E',k .�� �!�ji,�,,�:�, __ 'Y py" I - I , 11 - I 1 . . _ I .::�e ... :� ,.� 5��;�,:�� ,,,,'I- , / " I , , , % I I LAKERIDGE SUBDIVISION --- � :" ,!'' , � , ,��z:!� 1. I 11 . :_�.:::.:,� 17- �� :�� 1A , I .1 � - - - I ---------- ', I Concrete ,� �:: �,::._ �:; � . I Sewe. . ;!�,�.; *�.:' ;: A ;,o - �, , .11 111.1-1. , , 16.52 ACRES " , .11 , 111.11 . � I � 't !, , \ I 11 J i\ .,� I 11 I I : I '\ - 11 . , ,��. I CURRENT ZONING: R I - ,\ A\\ I . , Pvmt � ".::1"f", , .; Cleanout, :�4 \ \\ � EX. STORM I 11 - i I .1 .� 0 �- : I , , , "' -4 i � �, - : -1 " ` - �1,5 ,�\ I " I .1 I I l \111111�1�� I ; - - Z � !���,�\ e�:\ '_� ���L, , ,. ` - DRAIN I , " " I 1, `,___ I 31,4 ��\\,,RAN - * , \ - , ��� , \,;�,� , -1 I 1; I , , I i j i O", PVC I 'Irl, l .1 _� i 0 :\�::� I X - 1, i �,:, * "I 11 , Ir R2 . , I ;�-,]:�� 1. I:— \1 .,�.,; I - � I I , I -_ .;t, i I TEMPORARY CURB DETAIL j! �:�� I 1A " I P - . , . , I., _'I�,:v � -,\-- ., I 1_!� _� I , , _,, I I I � !�z�, i ,� " � _\�Z 111:��,�� ,�': , I , �:, I 1 R411 1 1 I " l , � X � 7 S \,�' � RrIl \ L_ I'll I , \ �� , �, 01 I- IlA 0 9 t1A , : i - � (11 . , \1 I ." � I � , ., , . 1:1 \ , '\ . , t,% l , " - �', \ \ \ W .1 , NTS � , , \\ '' _ I r "14 I I ll - ,, V) , , � . '�K�,� � % % , I * ". ,-P4 . \ " Ex. 8" N\ �, \ I I I \, , - , EXIS � � �, 11 1. -_ ING % I I - 11 . " -,, ,, �: , , ,,% -, ii. . Waterlin I � . - � I i\ _0 6" . yati e N iq� \' __1 I '. X \ 0 . ,� I ,�J ,,, �� )" \ - )i ---,--.-- � I I - - - � - \11"', CONSTRUCTION % '� � . I , .� \ , ,��", : 1�, N,3 : -;6\,��f. I A., 11 I I I � , - - - - - I 1__� i \ . (D 1'1'�_\,� 1 N Aly- , � , I :.. _1?111 �N , 40i ENTRANCE "P k- � , ��:� N, anif, , - - - _', � , \ I- _ 3" V I � \ li, lil� T� I - % , " - / I , �_4 . Arm �, �,� , g-, , ", 11 - � � K g; �- \� , R� .. I \ � 0 0 6 , - ,� _ a, - __ � , , l , I I - - I \ I 0- I U �0 , .1 - 1__� _/ -/- - - I ;,-,�)a , �1_1 I '\� r- �� , i Sanit�., g y aw �P - -g I I , � , It � [� I I - ,�,� I � I � - % " (D I , : � Sewer Line -- I 11 � �v,! gi I ii ', , r , -\\\\\ E - I I - I I- . 111:1 Ii 3t !:�:��4:�: ,'�7� � , , "'I 111 III g I � 1� I I I I . ___ \ % I :. � :: I 0 1 ,,A, _ 1� / ____ n I _. WMIrMS �, 1, (Private) ,,5,10?1L77_Z'�\1i,;-JR, l-l\- �,,, , , N I I , , , " I � --------- \ " - I � .1 11 � , ,. � 0, ,: _::� ,�, I , . \,N �0 N�:�om,�3 ��!!:�\:�� \ I \ ',,,�� Lane X -- "-I , , , V`11',N --------------- I ; 1: - .:��: - I , , i �_;.� �:; �_K ,_ I " �:: , :V:, '1� � , " \ t & BASKE_ , ,.> V \ l �. : � _� :_ __ _ i I , I 1, � " � k " N, , � \,:�:: ::,\ W , �TBAL 1- 11 , I -------- % , 61, ", '5 -_ 11 1 0 , , I'', I �. , I �, \% � , I . __n�� I I - , ____ I I I, - . , M_ "", I I .�'. � I I / , , �_,"_ - , @ :: ,��, . ,% , I I" 17 1 _ , Dr T COURT, 11 11 - - -,-. - l l. . _l '_T� I 11 . gaimp- go" , .... ;� ,\� � . U ,, � I \ I " 1_:.::., z � . m \ I 3 6 EXISTING / 15' -1 :,; I 1,�� � ��, I I _ , " -0 11 _ (�� - r ,_, � . �, " __ � I �_l �, , % 111.1.11 .11, ,� . , , , ..::� , � - 1��* 4 � 1� A "IV, " , , I � , �. 'N' ,31,5 12" � ., �. ''. , �1. :�,,: :::: �, � . , , :, : ,� �.z: . 1\ �,1�,,�,R ', 0 \ \ , - - . - . '' , I ,: _ _ V t01 tnt " CONSTRUCTION :z_l ,. 11 ":, I RRR0 , M��-NSO I / Building I I il, _ I 11 11 � , , 11��__ � '' I - 11 , , V_ , \ ! \ � .11 . . . I : :�,� , I i --11-1: __ :],�, �� ; ]�:::::�, .. I - " 'M - 1. I . -1 .1 I -1 I - � is . IS - I .11 I IN " - .11 . . 1, -, ��',:, - "I---., I 11 , 01 M0, Ex. 6' �, I I � . -1 I . - " I - 11 I 1. ; I 1; .� I 1. I.." '' , , M .. I � � -_ ). 1 1 \ .11 'I'll - ___�__:�: ,: ,::::: ��"21111,1,1 I � '_ I S , , 0 I . " :�,� 1: , - _ , I ::,�;::� __ z� , '1� I .\' - '?" � " \: -i'v �-� \ Roffill , P. � "_11 - - - - I Setback . 11, � 11 , ,_ \\1 - L3 ii - � , , , N J� - � . � - , _ , �Flfwl'�S'111� Rm W� A __ "(FE=:��JB�6/9) "I., - - % - \ V I _,_�� 1�11N, 1. I I'll. . . I - *l 1. I F W I al / \ � I I .1 I 1-11-:_111 I 1 I I—— �— " ' '. , ." �__% . I � 11, :;z_ , , , 11: 11,111, iz _:�;:_:., , .. I b'" - , -11 , , '' �, N,,, � , - I ... :, , 1'' 1 � ,; z A 1, � , . Privacy , . I - . 0, �::A_-_ .... � ; "i V ; w I .- - I i I I 11.1 z: _. , __: z: , '' . - I I I .1 I I " : - . 7t , . . -, - h i I : i I i , . 0, ,", I - I 1�_, � - - , � . \ % , . i - �!:�:: :0 : I - � I Fence -- , . _1 11 � _/ - . I � I 1 I—- - I I I ... I-— -1 .1 , LOT 1, '. I I I I - - . i i : i':: � i: ��\ _ 4p, � �:��i � I �� : �::.: �: �:.: : ::: � �\kkl 0 N i 0 hi , I . J ,�: �:!:: : . � 1- - I I @1 7_-__ "', " I kpgz' I- ��_ %l - I . :111, ''..'', I I "p, e I I - : : , , , , :, ��� �: �, - -� �, :, � '' �, - % �,::: � :�:� :��, �': �f:,::�:, � V T,:, �, I . ..-11-11 I :: _-1 , I 11 , x. 4" S.S '- I 1 \ , " � �` 51f , ,X i _ �: ::�: y ..-I I _ ,. . . '' I . 1, , - - �, : , �:, , , '' -, 1.11 I 11 ,, . . , 11 , _ ! , , I., _: I I .. :":. , 1, . 111.1 \ I ,� I I .1 . I : 1- 11ii /I I � � . I servic _ � i ., " ,., I " , .., 6, " / T, . - � ! I 1, I . , �, t , I I "I I ,�� it , . ,,,, I � I . - - - - - - - - - - I , --- I ... - . V13 \ I -1 , . � - Bars @ 15" O.C. I � I I A, ,� Ily � I � -, ----i, . � \`X I, 't i -1 - �,� I ... _�,, 'i SUBDIVISION � n ��77F,-i�,.,. ,.,, , I I . _,_ . I �, ". . I I - - --- r , \ - I i / , T)S-7SA1DE\l '44' � " 11A �, '�, I l � .1 / - -FB�n- _.n .. 1 � I - , , TTansfdrmdr ` -*`:� % .5- � , '.1 11 .�l ,- , .1 '� i I - I I /? I ----------- � � _� - CP I I 1\ i I M., �' "r I � - � V ,W � � 'I- -"!R ,�, \L #4 � � - I LAKERIDGE I " � �t,g,g � , -INE I 11 / I _-) M \ I 2 ::: I 1. , , ,)r ,�;; � I , 1 '5,�, - service/ ) - __ � 111�� -, . I � �0::, _ r1A, - ,�� ', . - ` I 1. � I (typ) 4� - 81i / " , ., e -.",A - ,,,,, � � �_ _k T 1% , __, � � , . � ' - _A_ - - ' ��7 - \ I - \ - , �� �' , 1,uuu ID \ _.,*, il� �� I \ \ , ,�.' 11 . � _ 77-1 I , , , ",11, `t\ \ - _____�:� - : 16.52 ACRES - '. --..'i ,N, �� ___V_1� " , - % 15��__ __ __ - � \ -%_: : .� _ "I , � I Ex. 4" S.S. i - I CURRENT % ----- - , -0 , A I � , _� �� , \ Lx. lb" I tg�, / / i I I ---- \ - � 7YPE J CURB " , ,Jrj-,:�,�:���:::��, , _ ���a -,-, I � - �V� " , � - ' ZONING:R-4 - � 'I- � \ -� - I , \ 1, _�� HUHL I t __ l �, q.-�i I , \ I -------------- - I ��, , 1 6" Sanitary , " I - , ,�, , ___1 cleanout � , , , .� ,, \ Sewer Line -_ 1� �o � - - I ,W, " ii � . i : _. __ FOR USE WITH CONCRETE PAVEMENT OR APRON I ,, -1-11, �'. , , �_ - - / ,m\,."",V\X\\ ? \ i - I � \ Sit ... 11 (typ.) lk\"��\\V\ � - � � � �,� �� � _\ � 11 ,\, - 11 - - - --I'- I � I I— - I - '. I � - , . in ---.-- __ . I . - , , - - - - - , - /I , \ I -1 I i . \ __ - - - __ - - -- I -, NOT A SEPARATE PAY ITEM (Private) - �5� - -- - _ -11, - --- , I I I : � . -,-- ____ _�_____ ____ -1, -- - I -_ - - - I % 11 :�5 � -, I 1� -/- - . - " . �\X'16'\ I I � I NTS I " ��, I Line / l,,,_,�! ik � . \ U) I I � . 4" S.S. 111� \ 113 _�It_ T - , , plll � � I . E : I I ...... cleanout I , I �_`, _____ \ . ! , - i . I � - I I l \1 - --- i � \ , - 0 . I � � - 24" , Inlet Transforme 11 . , , I _T1 - - - I � Lf) - I I I a (typ.) Gra ,1 1\ I , I 1, / , - � _ - - , - I (min) 11 I . __ .. ,I )i V.,", I "'.1. Ex. 1 7 11, / " i - ' . � I I . "_ \ > .... ... ,� � : , :��:�, � �: 1 1, ". , 55 , _' i,,�', Water ine . I I I ,_', . - I PROVIDE A "ALL. WEATHER TEMPO JJ�R`Y ---- \ Q) I � � I...... 11 - 1, l, -, . I � I I ' SURFACE CONSISTING iOF 4 INCHE or --------------------------- I - r.y. � _Vt� . 1. 1, � , , ", _L ,, -I 'I i 8,,�L- 11 . LIMESTONE BASE W11H ONE INCH OF I � I I I - - , '' 1 �il�: E�-. '15i 1 __1 F �i ,-Z' , 11.1 �, _ , 1�_ - I 1101' - - . - - . I-— #4 Bars @ 15" O.C.E.W. , - - I I 1. . �. � pl�r a i- X I 8- V& " 11 \\\, �� TYPE "D" HMAC TO PROVIDE SECOND -_ . � -, I - 12 , �� I , I-_ i� � � I , - ,;:r� I ____ 1 11 ': , i I � 1:1 ,� " N �A\ 'i . __ 1 _-__151 1 �_ I - _ : I , . a� /1' 11 �� o RV �vl LER ROAD . . � � i'll N ' 11 I - - / 1-1- � �, �. '': 1, � I'll. 1. - -1 � )61 � I a . , I �% �\% , , _-, I - I -1 � : �, , _L d 4. 1� I bo : ,7:� 1, I ' - +1 RE LAW � li� FDC , I \� , , 13� I � �: - I � 1:�, � I.. -1- ..... - I - - - .1 � � I I'll ., 1: , _ - "I . ! I I I - , 11: 1 "\ �, i'. , -_ , , � .1 1. I 11 I , . I I I � I - , - -1- ", , , :, : .. L - -_ I --, _', � ': �, - - . 1. I I / 11 11 11 I . r.11 d - Building ' ' , ,. "' , I .. ". � 11 I .1 : , " 400Q PSI C � 11 .1. - . V!.��:!�� �_ V_� r _ - , 11 I FiR '_�_ -_ Nil I I I I I � 1: , 9 . ,. , '' � , , �, . . ...... I RE t NE ---------- Hydrant - - I -n- I . % 111:11,11. �. � 6": , . .. . 1. , 9000� :iliil : I �. I - I , I , . I � � H I ___-l i'l F 111A, - : I'll, I I - - I - — — , - , :_�� ----- , - 11 - - 11 , I : � : , , I.- , JrIiRF Lli � I., — , 'C' - I � I Setback -_ - ; � "I . 1. 1:1 . 1: 1 I . /, , .., �� :� : '__�,,..:: :_ , 1, , rulu I Waterline I - - �Fbd �: �: 1�,�. __1�� , , . , �� .� ___ . 1. I % - , . :, y, - i � �, ;40�� i;l�.l �, � Il __ 11 - - :, __ � ,: , _', �. , I I 11, I . : yl)17, � � , - _, -_ I I 11 11 .11 .1 . 1-1 I , .'' : _:,� �� :� z ili 1: I F -:f �1 , ., _90 " I - - I---- --- i 11 I - I � �::�_ (:.,[ I t , i - . I I - - - I � -:11: :: � : ::�� : , 1- " -, 11 �;� ,4': , I--- - I-— I I .1 1-11 I - I � I , , ;�� I ,Lt�±A "ANE I .1 � 11 I I I -::1. : I _ .. 1:4 , , 1. �, - 1:111, I �_.._ � � � :i_ '':,:___ � '1_ I 11 I 11 � - _U I_ I : , �. I I Ex. 1 8" 'N' ,,,� FIRE li I � I I . I i 11.111, I 11, 1. . � � I I .1.111 - . I'll, . I 11 11 _-, , , 1. t �E�. ... � , HDPE , �_ - � -_ - 11 � "I'll ..... �:� 11 , '' 11,� ,�lsl .1 1, ::i�:,: , ,% I LANI-,� F R I , � — — — — — , i I . i / , , / \� I ___- I .�: L'::: ��:::: �: � I:` "::":l:,2_� - An Ston - Drain _., a FIRE — __ — — — - , I -j ., �_._ - - / , 11�\ 1.11 � , -_ -_ ,� i I Builc ing . _. i _� � � — \ � ,\//1\\/X �\ I I _� 1 (Ph 1 �) E il,ANE I, ___T__ -1 �2 _—', ---- , . � - _,_ - \ - - - - . �./, , �/, , / , 1�\ __ ,z fi, IASE:�,�,� �.Fl LAN' I - I " J5- I - ��' - - fl77��_:�!,� � _-_:,_;__,_ _ ' .11 i S-- -i .11 t� � . _ __ FIR LANE 0ii I'll- Aba -1, I - _. � �, , - \///\\///,\\/ I .1 I 1. , I �i;,__:::::::,,,i��: ��,!, . ll- __ i OE— 0 . - - MIlllllllllI INE 11: ;i if OE i :.. , , I , 11 I /1\//"V/,,V/\V/,,V_ , _ , " .� 11 �. 11 , R3' I I OE — , Mill m��m---�—. i : ""'. , . - I - I OE — I"— �� � - - - � . ,-H r t I � - I I I - 0 —, , __ I gas - i ------- - 1 6" Line � \N� \\\�/ \\\ -1j, %10 E ... � - .� - : �:: �:, :: ,IRE L �:��:, 1�. �: � �;__ i: � y �: � I , At, .�,,l�FjRE L � — — �_ � i , - ... I , "', i i A I I _* , �// \ I , v,� / , /, , , P, L e',:. (L-- A - I a ` �1 . . : '' I 1 2 ...,ill , I ; Ill gas — �r%_j�._ A �7 , ,..�;,.Ex..::&:�Nb� i FIR ,2 .1 I I i - — I I- - - gas i � - - - ___�_ " C I i I - - I I i , , , "" � "', \ / \ l \ N -1 " "I � ___1 - - 1 xz, i Y�, __ 11 � 1, _,�_\ i i I / \ k , ", , I \_ "\ 'I, "'XI �,�,�; \\\ _Z_ , -- I ; 0, -- .� ,0 �1 , /�,� \A -- 11 - \\\, I wil I q1, 1, , ,,,��;, ,,�,,, 'w .�. , �,�,, , , \ _7n/ \ / I'll Jbit— — .. � . - I — 1-40 -�!� i _ - UT ------- ---------_ — i ''. , I I.. � 11 11 I I 11-1-11— i - 1kn I — ;!__ �_ "I , I 1. �,��:�io', _:,�,-.-: �-, __'�, I _ :�:��:" gas ___.. - gas i I .� '' ''111111-11 * - .1 !!!_!�� ., 11 IIIIIiii FIRI � L I �; �-7 -1,�.;,j I :�, I E I - - - i I i I I.: �', : .... tbrrri:�': D 1" �� / 4 , , .1 -,:"k5 _ -, 111-1- ..''.- . . . . � .� ,- gas -___�15�Public __ � I __ __1-11. - L__ �.. �_ ,.";7-"�,.�'"'.''.",.,.".I.t:�.�� - . I -"-- �., CONCRETE �, i� : I'- '' I "I 1. 1. I ' � � I ; - _ , , _ , , NIT'TN��,� I - — — � - 111111111 __ gas --� UT ------- � �, t , , '' � . 7 � , � , ,i,_ ::,' — , �'; -1: 2 2 11 1, 7;:�i,i,�!_i�:tlk i �,::: "''. ,, Il - :l, � ,-��;l , AMARD PA VEMENT D—M 1. .... 24 HDPE ; - ' 'J��, ,,,, - ec ,,ricq ,:, :,:, ,,: - - � ..: i 11 -_ do - :ST I k- 7�� 7r7� 777 ,� ,;��:11 t * I , ., WtIa. _tl�F,T-1�7, '' it _ � ... .... , . I- 1/1 .11 , __ _ ill , li _______11L...P - - . _t � I I ,.f � )� I __ i __ � �_ i - . .1. I I - , � . I �)�� .�, 10 1 ___7___� - -_ 11, . I x --7:1::.: . - t:, I __� - I I - _ , :,� - , , :;', - - - - _�-#:Wj`l 'It" UT --- . - - it .. �, 1 .� � _ ... � ir:� � 'I, 1, I -�:- - � ----- - — \ r_x. utility - - � ,! , . - ___� - —11 . . � , _�OF 'Icamomill "ill - - n-��- / - 0 . ; .. . .... R2 11.1 .... . A, ,.� I ,_ - - NTS . _. I./ """ /�: 1. : 1:i:,:.::::7. :: , �, .Isi ;_ � . �,��f I , � �': � _�� � gas gas - . r_ . - 7 i � 14--l-1.1''I'", . . , I—, , , - � _O���,Wiliw � ELEVATION - . I Plug _18, .. I 1:1: 1. .1. � . ,1:. �, � �X;,�.�_."K' ". ., I LA�m� , ''.��' ,: V_:_*�: I I , :_ , -, . Overhead Easement _- 11 , ,, :J., �: 1, _ ,. : , I - I I . . . . . . I �_ 1: �.1: � ::. _� / -1.1 , �:� ��i:��, I I -:._11 ��_ .., ���11 , . I _ I I—, �, .1 �� �, " � ,�� : E � 11" ,� I . " �, ; i 1) � I � .1.11 11 - � � �,� �: �, - I do "I gas �, Ex. Gas UT i I, , ,� �� ; - �, I.. I - I , - i � I � I I I _HDPE Storm �_ ,�O,:,:,�,,�,;,:_ �;IIl�:Flll I I z- i 11�,:::� i. "ILL, ::�;: ��� y �� I I - , -1 __ __� -1 � � 1, Line � Electrical CUFMIRCATE - _ . . � . - . . 70. 7�, ,z . � � � �: �� �::: LL____J_ I UT__-� i ----- _:� � � I ANE , � . :T: '': :: :� :z , 11 ,:.� � . I I- __ V� �.L.--�- 1, i ___ Fj�::�: - il�� __7::�:�� I I , 7 71��, 1, --- Drain Tor 1. " � "'' i F'' � !� !�: �, , � . I i -_ - _ � �. I:Je �, - , _ � � ii� - , UT I ; -_ � . : I ,V,X';� V , � I - � _ i -_ - , 1. - 1, 11�11 ''Ill, 1 �__ - - -i .- V , ''I 0001 ----- I gas 0 1 - i __ - : - /1, 7' Future Use - � I �. '': � L - 11 111 � , vt� � I ;�� - I Ex. Gas Me - .1 � --l-ma I er OT--,-�� - I I .1 I I I I . ,I I 1:", - �, . - � - - - � ___\ 17— __________-I I , . . , ''. - � ----- -- _%% I - - I I . - � ��_11111l!11111111111111111`-Wxl I - - - - - - - ill 1 X2 CEDAR NAILER I I I � � :: , 11 .1 , - .____ VA 0.0 , . , I (Ph -1d) - � UT - I I - - - - - - I C3 REOUIRED ,, 0 1 ?lF1 , l;,�� -, ., :_ ��_ - _________�� 1 Buildinn __ . - ON rMl .-)IUr- `414 I . . � / TREATED 2X4 TREATED ---/ . . I I , PLANKS . � I . I , / 10" L__J -.-..--.�----.-.-..---.--.---..--.-....---- ol — I 11 11 I by construction shall receive cellulose fibermulch seeding. � I L __ I ... I . L__1 ----...-.----.---------..--.-------.-......---.-.---.-....-..-,.-...:.�.-� I I I - .... . _1 I 4 - � --- 6 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at a minimum � Per UDO - Multifamily Dwelling: I i 3 & 4 Bedroom Units = 1.0 space/Bedroom L I 11 product information and an engineers seal where applicable. / I -4" / 11 / ___, 11 / 11 11 11 11 based on contractors requests. 11 11 - =___ Required Parking = 45 * (1.5) =68 (Jr) I I I . 4. � I 111_ . I I - , ,,, I .11 1. . I 11. � �, I �_: A" �. . ,�� 'j,l :(� . It �_)",.' ",-,ilj;!,l T . . I I [:� ;i1!1:l:l�! ;_;_ 1 ,.: �,iA,.,;11(;V1V"1`1F. ij I I I 11 ", � .i _ I ; - X ! ;;ie,;,:;r;!h aA, hl: j . ;,.. i : , ,, �, J '11_11 1 li;i. ... . - . ;% 1: f_ t_u I I I REQUIRED PARKING SPACES = 108 Spaces PAPV1Ml 4ZPAl OPM/Inpri PW_")P = 110 CZ . "I � :: . � 11 � j. A ��, , : , - - - — I UT � -_ -_ - � 0 +1' I 0 — — _ -1 11�jl . ��,�!: :;. I do!"ll ,.l ----------- Setback I 'I, I ---------------------- _ - N LJLJ __ �.i, I , I 'ill , UT---- I ------------------------- - - - - � ------------ -_ I — ... ".. I'll I . . � , "I'll, � . -------- — __ � :1:_ ,� go ---------- UT-----------, , , 1 1 ; I � __ .1 ... , � 11.1. . / . do . . I � ROW . I �, , , , � I ., I 1 I 0 4 # - 1- . do � � I ,T---- I � - �� I I . I I I I � I I � i I Q 1 N , , --- I ; : do . * gas - __ - - _Lin%___-- 1� I i 0 +V I I N I I ---------------- , I i - I,gq --------- --------------- I I U, --------- I , . 1. I I I 0 __ AQ ------------ 1 2-12 x12 UT --------------- I I OE—,—'d0ii—�-1, l 13 0 X L -1 I I -01 iiiiW:�--%"_-W_0-Wm-- Ulf - ----- D'u—mpster - ' , � . � dfl> _--.- .1; 1�j 1, - - " " - -Z � ___ , Dumpster- FQqce � I. ;�J I ---------- ER ----------- Pad --- __ - HARVEY MITCHELL ,PARKWAY ,PARTIAL S1 TE PLAN SITE PLAN NOTES: 1 0,C) I h -_A:�L_1UfRr__4_J I I ______�UT - - - - . - - -I- - * 1 (6' Wooden Encicl - - - - - - - - - - - - - __ _ � - 1. Name of Project: Lakeridge Townhomes' Phase 2B V-17.,--_-__-', T. .i ------ I - ..; ,-4,----I ! __UT 15 Public Underground - 1 . i 1 2. Address: 1198 Jones Butler Road, College Station, T : ------ i I --------- � - - ^ - Telephone IFM i Q, . utility ----------------------------- __ ( ---2,8-1-8) R.O.W. 'VAR]ES 1 3. Owner: Lakeridge Living L.P. i i I I = LJJ i _ � � : _ .Easem�ent - - .- , I,- , , I SCALE I " JO A Texas Limited Partnershipi ___________1 : : i -l �k_ . 1. a . I I I I I P.O. Box 10028 1 : e- � -) . I i REVEW"'[111-111r'.. igliz�l ii (ii : .0 � I I h- � : . i ' I = Lij I GENERAL CONSTRUCTION NOTES: I � College Station 77842 i ! _ � � (979) 739-9944 " ` ` �� ", �' `- t I i i: : C 010 f,in,? i,; _ ." A iTJ C " i ii : � 1 . It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground .7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in 4. Engineer: Mitchell & Morgan, L.L.P. I � I � : I . I i I � :Z ,� : I utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 51 1 University Drive East, Suite 204 1: AUG 0 6 2013 1 � ! I i advance of any excavation. � . 8. The Contractor must provide construction staking from the information provide on these plans. College Station, Texas 7784b !� ! Q) 1� � i ; : " I I I � 9. All soil exposed by construction shall receive cellulose fibermulch seeding. I k979) 260-6963 i i: I . Cli � Z . � . I ' ' ' � . - I a. Contact Dig Tess @ 1-800-344-8377 10. Trenches may be left open overnight if properly barricaded. 6. Existing Use: Undeveloped -Vacant i Proposed Use: Multifamily g 2 .. i . 7. Setbacks: Per City of College Station Ordinances : "N(-- � � I i ENGINE. R. � : : :�� I �E b. Contact Kimberly Winn 0 ATMOS 774-2506 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, I Cl_ ow ,-,,i : C. Contact Mike Lavender @ Suddenlink 846-2229 1 8. Overall Site Area: 16.40 acres Phase 2B Area: 1 96 Acres : etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of I i 9. Water Demands (Per Unit) : Min.= 0.00 gpm, Avg.= 1.53 gpm, Peak= 5.65 gpm i d. Contact Isabel Cantu @ BTU 821-5770 � � i I 1 (-'\ I Sewer Line, Force Main, etc. 10. Sanitary Demands: 1600 GPD M ., Mi 0 GPD, Avg. = 400 GPD (Per Unit) . i I : I I e. .Contact Mitchell Gas @ 779-4460 � 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust 11. Overall Height of Buildings: 40' to top idge � k - I IE 1 14' . I f. Contact Union Pacific Resources @ 778-8525 1 the location of existing facilities. 1 12. Because the dumpster screens are loclzd within utiity easements, the property owner will be responsible for the Z� , I I - - I � i Contact Richard Wallace 0 Verizon 821-4752 1 13. The contractor is responsible for traffic control. This is not a separate pay item. replacement of the screens if it becomes h them for utility construction I gnJ,Lgr maintenance. —_ I � * 13. Project Information: PH 2B - 39 UNITS —_ I DUMPSTER FENCE ELEVA TION Ih. Contact GlIbert Ramirez @ CSU (ELectrical) 764-6255 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled and remain onsite 14. Dumpster Requirements: Phase 1A, 1B. �C, 1D, 2A & 2B= 110 D.U./16(Dumpster/D.U.)= 7 DuFffrVi i LJJ t Pgu,Wd Li I. Contact Butch Willis 0 CSU (Water/Wastewater) 764-3660 1 i 8 Du ,dEm FIC i ( I if properly compacted in lifts and tested for density by geotech. These permanent fill areas will be identified AIl i I � onsite by owner. I i I I This site does not lies within the 100 -year floodplain bo.indary per FEMA's Flood Insuranc m rEAA 19 U. = ,.5 NTS � i e ate M.0000. I 1 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to Effective date: May 16, 2012. 1 1 . �..11, i C) � I for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2009, and BCS be visible from any public right-of�way or residential district within 150' of the subject lot, measured from a i -1 ____ . LEGEND Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction i AUG 0 6 2013 vjv�\ Q�,_ I ;__ FIRE DEPARTMENT CONNECTION I Density Legend I point five feet above grade. Such screening shall be coordinated with the building architecture and scale to i . - . shall be coordinated with the City of C.S. City Engineer. maintain a unified annearance i rit, i;� L, I 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written � 16. All soil exposed I by construction shall receive cellulose fibermulch seeding. � PARKING REQUIREMENTS � i LCUL-0 lti! URI SERVITES � : i �� � � approval from the City Engineer for any substitution prior to Construction. Requests for changes should include 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at a minimum � Per UDO - Multifamily Dwelling: I i 3 & 4 Bedroom Units = 1.0 space/Bedroom drooms = 49EVELOPMENT Total Type 3 & 4 Be " Required Parking = 40 * (1. ) =R RLED: I""' 1;:::� product information and an engineers seal where applicable. The contractor shall be financially responsible for supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College 2 & 1 Bedroom Units = 1.5 Space/Bedroom -AT Total Type 1 & 2 Bedroorl — — the engineer's time spent reviewing changes and redesigning based on contractors requests. � Station Utilities Director or his/her designee. ! - =___ Required Parking = 45 * (1.5) =68 (Jr) -1i . 1 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and 18. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development i PHASE 1A, 1B, 1C, 1D, 2A & Zb : REQUIRED PARKING SPACES = 108 Spaces PAPV1Ml 4ZPAl OPM/Inpri PW_")P = 110 CZ . I r_-".",�,"'J all federal, state and local regulations. Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project Handicap Parking per Table 2 Section 4.1.2 of TAS: F . � 1 151 - 200 Parking spaces ->6 Accesible !Spaces Required . N RAMP WITH ADA PAVERS BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross 200 - 300 Parking spaces ->7 Accesible !Spaces Requi ed PHASE 1A, 1B, 1C, 1D, 2A & 2B I herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. 301 - 400 Parking spaces ->8 Accesible 'Spaces Required I I . any property line. � � - 1 8 UNIT BUILDING (Bldg #19) = 3770 * 3 = 11310 SQ.FT. 401 - 500 Parking .spaces ->9 Accesible 'Spaces Required Total Type 3 & 4 Bedrooms = 276 LE TRANSFORMER PAD Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include 19. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. 501 -1000 Parking spaces ->2% of Total' Parking Spac( s Required Parking = 276* (1.0) = 276 6 [F�] ELECTRICAL PULL BOX 913 UNIT BUILDING (Bldg #20) = 3770 * 3 = 11310 Sl all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. �20. Contractor shall mount a placard with the word "FDC" on Freestanding FDC's stand (Per Fire Marshall). i Total Type 1&2 Bedrooms = 63 . � * ELECTRICAL SWITCH GEAR 10 UNIT BUILDING (Bldg #29) = 3770 * 3 = 11310 SQ.FT. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding 21. All storm sewer and sanitary sewer being constructed with this site plan is private. TOTAL PARKING SPACES: 394 parking space I s Required Parking = 63 * (1.5) =95 � 12 UNIT BUILDING (Bldg #18) = 4346 * 3 = 13038 SQ.FT. construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all 22. All Water Meters will be 1" unless otherwise noted. I TOTAL ACCESSIBLE SPACES REQUIRED: 8 H.C. spaces REQUIRED PARKING SPACES = 371 Spaces 12 H.C. SPACES PROVIDED (Includes 4 VaniAccessible) PARKING SPACES PROVIDED: : i : I I proposed work and procedures with the City of C.S. Electrical Division. 123. All dumpster enclosures shall be 12'xl2' interior clear space with no obstructions. � e I I � . 2A & 213)= 394 Spaces i I � ( I I i 24. All building types are type V-8 with a Triaximum fire flow required of 1500 gpm. � I I i . � ', . � i � i I . � � : � � � : I i . : ! . I I i i I � � i - . . i - � __ � _L I I � ... I _�_ ` � ,;. I I�, I � .,. SITE SITE PLAN NOTES:_. . 1. Name of Project: Lakeridge Townhomes LANDSCAPE REQUIREMENTS -PHASE 213: 2. Legal Description: 1198 Jones Butler Road, College Station; Tx PHASE 2B SITE AREA = 1.96 ACRES 3. Owner: - Lakeridge Living LP A Texas Limited Partnership I1.96 ACRES = 85,377.6 SQUARE FEET/1,000 = 85.4 x 30 = 2,562 POINTS PO Box .10028 f y\f ; ,f -,_: _ - College Station, Tx 77842 PHASE 26 R/GHT OF WAY = 253.74 LINEAR FEET (Harvey Mitchell Parkway) \� f /'\ `% 4. En meer: Mitchell & Morgan, 9 253.74 LINEAR FEET/50 = 5.075 x 300 = 1, 523 POINTS :~� (� f a _�. - �`� V 511 University Drive East, Suite 204 _0 - " ; -jam T _' College Station, Texas 77840 LANDSCAPE ARCHITECT PLAN PREPARATION Texas Registration 2673 9 ) //,` - ` W ` ' �,'%/Z�, 5. (979) 260=6963 Zoning: R-4 (Multifamily) 4,085 x 0.10 = 409 POINT CREDIT - \ti~ % , 4,:V ` \ ,f 6. Existing Use: Undeveloped -Vacant .- . ''' \ > Proposed Use:.Multifamily - PHASE 2B POINTS REQUIRED = 4,085 POINTS TOTAL Turt fi<°5 rr ,0f . - 7. Setbacks: Per City of College Station Ordinances 4,085 POINTS - 409 POINT CREDIT = 3,676 POINTS 4`1%. /'�'%' � ,, / ,f ' ''' ` 8. Overall Site Area: 16.40 acres - Phase 2B Area: 1.96 n r ` `\\ Acres PHASE 23 TOTAL POINTS REQUIRED = 3,676 POINTS ", 1 I ;1/ \' ��'°'" ;✓ �f r This site does not�lie•within the 100-year floodplain ��ti, �`;• ;,"tra I � \`�� � 'f'� ' � � � . � � � PHASE 2B EXPRESSWAY/FREEWAY LINEAR FOOTAGE = 253.74 LINEAR FEET VICINITY MAP - I �` �` %`i '' �\� "` SECTION TYP. TREE PLANTING boundary per. FEMAs Flood Insurance Rate Map panel - 4�11 ` `` , �zk i'/ \%; r 11 \;, \,� 2 sCALE: n� 48041 C0182.C. Effective date: July 2,,1992. 253.74 / 25 = 10.15 ,�1 ,, / ff f'%,\�' I \ : - PHASE 2B STREETSCAPE REQUIREMENT = 11 CANOPY OR 22 NON -CANOPY TREES _� ; f a fr 1`//% ` , r �` %%✓r r', .. _ 'Z' , � / ', y r '\ti`1.1 f POINTS PROVID D: „, / \% G r As�' `. \ty y% `fi"�% t. E 3,850 POINTS '' I > � � I / ,,/ � ur}s \ ' ," ',- STREETSCAPE TREES PROVIDED: 11 °, I f\ ti\ f% / \ , f 4 Steel Edpinp ;, "a r\ f a �� t A %f '` " v B ,r. �\ ��. ,/./ s, .r. .. ,� ,.....,.,... �c� r : Z , ,/' , A11 E K _.___ ,.�. r 7 .'. ^" �\ u "� ., n + ; eF`� ,, L DSCAPE SCHED LE PHASE 2B v, l. p g � AN U \ .%�d . o ; %/Alll_3 SECTION SHRUB PLANTING PIT CANOPY TREES QTY COMMON NAME /BOTANICAL NAME SIZE REMARKS `: POINTS EXTENDED , T01 + /q ,z \ r SCALE: nts11 �F1U✓ t \\glfi \ fj >, ,1., ,t> \ �`` ' .f „ ` + 1 Bald Cypress / Taxodium distichum Container 10'-12'-Ht Straight trunk 6'-8' Spread 300 300 ;i a F' 1`� �� ; r QYp 9 P f11 ram.; , ' , I \ Full Branching, 3.5" Min. Caliper @ 12", Specimen �� ' ' Burfo. oily, c?; i 11 '' ., // % I , ,\ \`� + NON -CANOPY TREES QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS" POINTS EXTENDED %r,:,fr;. ,: �� , .; : F, .. ~`�~ \\` ;e j :. 2 Watermelon Red Crepe Myrtle Container Container 8'-10' Ht, 6=8' Spread,Full Branching 40 80 <, "°a., �\\11-11 / ,, A'� La erstromia indica Watermelon Red 3 Even Canes, 1.25 Min. Cali er, Specimen f >` p 9 „ f / � / ,..:, , i II , // _. v r SHRUBS y . TY` Q COMMON NAME /BOTANICAL .NAME IZ o �, ,. S E REMAR ,POI E TE D , 3 » .. .. KS NTS X N ED W fir 1 l I ! %\- ti 40 Dwarf Burford Holl 5 al 30"-36" Ht ;18"-24" S rd. 10 400 \I "� ` - " �, Ilex cornuta Burfordii Nana Full, Well rooted '%/�,, ` \ ° 56 Sea Green Juniper er 5 al 30"-36" Ht 18"-24" S rd. 10 560 T „; p 9 p r � r i' f a f ''s ,,_, %\ 1, � ,Dwf. Bur, Holl \ + _. Juniperus chinensis 'Sea Green' Full, Well -rooted Y \ /`' ~\ I 81dg20`T?11 A. f \ 79 Snow White Indian Hawthorn 5 al 30"-36" Hf 18"-24" S rd. 10 790 �` 0 g /r, \ ,_ p ��p 4 \J .,.f° ' \ ., Indian H om \ \%\ \ �y Rhaphiolepis indica 'Snow White Full, Well -rooted �`� sr1� ..f \ Bellndas ream�Rose ;, ( 7 Belinda s Dream Rose 5 gal 30 -36 Ht, 18 -24 Sprd. 10 70 \\ fi � \:., ,,; Rosa x ' Belinda's Dream' Full, Well -rooted \� hG�\ W . w elon Red Crape e e Mufti -Trunk; Tuft, 'l 1 Indian Hawthorn a l; � � (1) ,,- STREET TREES QTY COMMON NAME /BOTANICAL NAME SIZE REMARKS , ti\\\�,` ° \ / (12) Bldg 29 Tofials 4°" � `` . , -, _ KS \� +� k� + _ -: r - ,: �\11 �' ,:� ,, , �':0 11 Drake Elm / Ulmus arvifolia Drake Container 8 -10 Ht Straight tit trunk 4 -5 Spread _150 1 650 H< \, �� _ p 9 P ,�\ e ,, h, �, _ Full Branching, 2.1" Min. Caliper @ 12", Specimen \ti .,,, � - � j I �I, i r 1.' \, A �, I," "- Groundcover , ' - o .' �14; _., ... , �'°' : Ay• GROUND COVERS QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS ,. � . a� {� •% {� rl 3 \ + ` " u I ray Ill '15, h \� 247 Lily Turf /Lino e muscan 4 Pot 18 oc Full, //-�� k tt '�, > ' - �, Y p @ u , Well -rooted, Balanced t, • ,.. ' , \ C l/ ,., ,, .. :. ... 1 , .t _.. _ i.. se. ._.. _.. _._ .. - :! s .e. y. :, r. >. :.... 1 _t „ „ 21 000 SF Bermuda Grass / C nodon dact ion Sod Full Even pieces ar 1\ Y Y s l er than 12 x12 Q Solid soil base with visible roots I. \ 1, ,y + ,, . ? i + „ QTY MATERIAL ', , - \, - `, �� > > , . SIZE REMARKS , '- ' . n ` / ? { , ,: h. =\%, 120 LF Green Steel Edging 10 Gauge a New Install strai ht and leve r %,.- 1 / r 1- i/ �N �,, ' 9 9 9 g I,S ery epta e, � P takes In ev ec cl r% �; all corners d'acetto.. edestrian areas to be filed down at �}' ` 45 degree giigte-No-e`xceptions11 X�,II,� t`\ - \. (� f. - k, \ + 30 YDS Pine Bark Mulch Grade A sh'eaded hardwood sterilized mulch free of weeds \\\, C r % ,,,, \ \, 1111, \ and debris installed to a depth of 4" in all beds. 3" depth on mulch rings ®� , �\ ' \\ around all new trees outside of bed areas 30" out from trunk. %% \ r1. Do not cover trunk. See detail. fi \ \, /. fr% 11 �} \ \ , + 72 YDS Planter Bed Soil Quality top soil to be used. Top soil sample to be inspected and accepted �.�= by landscape architect prior to delivery. Sample to the tested for f ;4i� \ \, \ soluble salts: less than 2dS/m %,11 A \,. %\ f » r. \ soil pH: between 5.5 and 7.5 /`.,. \t \ �= soil texture: less than 30% clay, less than 70% sand, less than 70% silt11-5 ,? \l 1; : Turt organic material greater than or equal to 2% 11 \ + \ \\I\ + \ 0 Phase 1 SAR: acceptable to 10 based on soil texture, greater than 10 unacceptabl ,, 1 \ 1 ,, �- . Indian Hawthorn Contractor to a for soil test riot to delivery. No exceptions. a % �•. Belindas Dream Rose F\ lndl H am 3 BldglBTotds (12) pay p ry P \ \ � = _, O Dwf Burford Hol11, \ " £` t &dig 1� Totcds( \ Iy � � % -- 1, I I �, � Watermelon Red Crape U�Ttle Multi-Trun Bldg 18-Totals (11) � 1 1 ' () / Be Ind Drea i_� as rn Rose __ N. \ s , , , „ a � Dwf. Burford Holl , . , „ . : , �, .. I �� 1, 11Gt0ul1CICOVer ;_,. 1 _ II >. � ._ + . , ., Tra .' \ �-,. Id Cypress + \\\\a,t '" /.."% 4. *J p�„sn..,i,a \ ...- 1 .µme.. i; • + `' ._ 11 \\\\ i PLANTING NOTES. „ �, i' + {�_ �� 10. PRE:EMERGENT HERBICIDE. APPLY GRANULAR CHIPCO RONSTAR =% �'�"""'' 7C \\\„ 1. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITY \✓ y' %a I + ter° �\ { � - I , TAKEOFF. d l m\\\\\�� OR APPROVED EQUAL AT LABEL RATE ..%�, T I r. t y-��:\ 11. PLANT MATERIALS ARE TO BE INSTALLED IN ACCORDANCE WITH ,l ro M;�.%l I ; _ 4°Sfeiil _ - ' 6 1 y,w 2. THE LANDSCAPE CONTRACTOR SHALL BE AWARE OF LOCATIONS OF °'1 \ \ \\ l = THE'LANDSCAPE PLAN AND SPECIFICATIONS. GOOD -., =_� 1 I r \\ 8) � = ALL EASEMENTS AND UTILITIES ABOVE AND BELOW GROUND AND .. f T � � , p -\��\ j HORTICULTURAL PRACTICES SHALL BE OBSERVED. `' BellndasD Rose a MR .. f COORDINATE PLANT LOCATIONS BEFORE DIGGING OPERATIONS 'A B 12. ALL PLANTING BEDS SHALL BE EXCAVATED TO A MINIMUM DEPTH 1.<2} ; i I; . \ i EGIN. `= - Dwf. Burto�tliHolly ,,.; i F „ OF 18 INCHES. ALL ROCK, INCLUDING LIMEROCK BASE MATERIAL, 1. I, - 1 ., �` :_ „r,.. „-'.: , I ,� 3. ALL TREES SHALL HAVE A MULCH RING EXTENDING AT LEAST 30 15 ., I �,., � . > ,. AND�DEBRIS SHALL_:BE-:REMOVED,_ PLANTING. BED SOIL TO BE_ II .I OUT FROM AROUND THE TRUNK OF THE TREE. PROVIDE BERM11 ._._1 I 11 TESTED AND ACCEPTED BY°LANDSCAPE ARCHITECT PRIOR TO NOTE: One hundred percent coverage of groundcover, decorative paving, decorative rock, or a perennial grass is required in parking lot islands, swales and drainage areas, and the parking lot setback unless otherwise landscaped or existing plants are preserved. Loose rock is not allowed. One hundred percent coverage of groundcover or perennial grass is also required in all unpaved portions of street or highway right-of-way or on adjacent property that has been disturbed during construction. _ ., 1, , t �! N1 j},illt, AROUND EDGE OF ROOTBALL TO FORM SHALLOW SAUCER TO <I , : it I& .,- COLLECT WATER. WATERING SAUCER, REGARDLESS OF PIT SIZE IS DELIVERY. TEST TO BE PAID FOR BY CONTRACTOR MATCHING �! .. 1 ; ,�� \- CRIl'ERIA IN LANDSCAPE SCHEDULE. r- 11, I r , t I u-- TO BE AT EDGE OF ROOTBALL. t _ "� 13. CONTRACTOR SHALL STAKE AND/OR PAINT PLANTING LOCATIONS � � .,,, _. ,, r sa� n=__ - 4. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS. ' _ w a I 4 �a. fl • �_ - ✓_- -_ IN THE FIELD. UPON APPROVAL BY THE OWNERS r�nt„A� - � 5. PLANT SELECTION SHALL COMPLY WITH SIZING AND GRADING I! I a ea � : REPRESENTATIVE THESE AREAS SHALL BE SPRAYED WITH AN ii ! i I - ,4, , ,>n STANDARDS OF THE LATEST EDITION OF THE AMERICAN STANDARD haf !' 3 "" -- - APPROVED HERBICIDE AND MAINTAINED WEED FREE FOR THE t ..! 1, 1 ,f,.,,,.«a..«sa _---- ---"`;--�� ,ta n., sun u k.=� m,�ab - , �. n ;u,� I. CK, ANSI Z60.1-2004. I , . a=e i I ! -�, -..._ x; ,.,� ��.. FOR NURSERY STO -- U x� „n � y; ; ,-= DURATION OF THE PROJECT �. 6. ! li Imm CONTRACTOR SHALL WARRANT ALL PLANT MATERIAL TO BE IN =- - - a n x , : 14. , .n $,� 'i i€: A PERIOD O TWELVE HEALTHY, VIGOROUS CONDITION FOR F (12) TW EXCAVATE PLANTING PITS WITH VERTICAL SIDES DO NOT 1 i..l - ,, • T g 1 . �; ' DISTURB SOIL AT BOTTOM OF PIT. MAKE EXCAVATIONS OR TILL _--i d \ �� n �' „ . � :, ; . MONTHS AFTER FINAL ACCEPTANCE. G Turt ."u &'nk° "I AND LOOSEN SOIL TO THE WIDTH REQUIRED IN PLANTING DETAILS \ 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING t ,"4,� abx , AND TO THE DEPTH OF THE ROOTBALL. l L I __I = SOIL WITH SOIL REACTION PH ADJUSTED TO 5.5-6.5 . SOIL WITH NO �_____ --- �Y ,e, •� � , ,= ( ) 15. SET PLANTS ON SUBSOIL, PLUMB, AND IN THE CENTER OF PITS I n ..,n, ,{ � I DEFINITIVE CHARACTERISTICS MAY REQUIRE SOME 1 ; ;I i WITH THE TOP OF ROOT MASS SLIGHTLY HIGHER THAN FINISHED „,,:. ,,., l,l ,; - AMMENDMENT. == ® LANDSCAPE GRADES. BACKFILL FIELD SOIL AROUND SIDES OF l�m 8. FERTILIZER SHALL BE COMPLETE SLOW -RELEASE WITH THE ^�^,.-.:: :_. u. nY G fir'.` vfi,.t y;.,,S :�.„N�,ra-,y ...f � eWay �- , fT.. ROOT MASS AND WORK EACH LAYER TO SETTLE AND ELIMINATE == I:- FOLLOWING ANALYSIS AND SOURCE COMPOUNDS. I r "' ?ice 10%NITROGEN DERIVED FROM AMMONIUM NITRATE VOIDS AND AIR POCKETS. MATERIAL MUST BE WATERED IN AS =�. l ?. o PLANTED. 1.=:. - ,.._ 2 /o PHOSPHOROUS DERIVED FROM SUPER PHOSPHATE :- =: r _. 0 16. CONTRACTOR SHALL BROADCAST WITHIN THE PLANTERS AT THE r' 10/o POTASSIUM DERIVED FROM POTASSIUM SULFATE -' t n o RECOMMENDED RATE A BROAD SPECTRUM PRE -EMERGENT a:_ :, _ r -_ Drake Elm �; 4 /o MAGNESIUM DERIVED FROM MAGNESIUM SULFATE \\ ^\ -.4 - 01)Expw RontageTotds i- THE FERTILIZER SHALL CONTAIN THE ESSENTIAL MICRO -NUTRIENTS HERBICIDE PRIOR TO MULCHING. -Indian Hawthorn ; ;; • 17. CONTRACTOR SHALL INCORPORATE A CONTROLLED RELEASE _ /-phasetfie r" f ;- (CHELATED Fe, Mn, Zn, Mo, Bo, Cu) AS SULFATES IN PARTS PER PARTIAL SITE PLAN PHASE 2B : .-., :rl FrontapeTotc _,- FERTILIZER AT THE PROPER RATE AND ANALYSIS PRIOR TO .� i:nm MILLION PPM . SLOW RELEASE FERTILIZER SHALL BE UNIFORMLY -;-_ , Seat nl er ; I .= ( ) MULCHING. 1 p 1 - 20 � - , ;; DISTRIBUTED FROM THE TRUNK TO THE DRIPLINE. SLOW RELEASE ;(5b) T ' ==:: 1 /I'- �4 Y � 19. ALL PLANT MATERIAL L Turt - L SHALL BE PRUNED/SHAPED AS PER ti �� FERTILIZER SHALL BE DISTRIBUTED OVER THE PLANTING PIT _ \ , r�� r LANDSCAPE ARCHITECT AFTER INSTALLATION TO REMOVE ANY _ I + , (`} UNDER AND PRIOR TO MULCH 0 20 40 60 feet = I- f ° + + a f4,, - BROKEN OR DAMAGED BRANCHES AND TO GIVE UNIFORMITY OF I /T Turt , + ° t __ 9. CONTRACTOR SHALL APPLY AMINIMI�M,OF A 4 tINGH LAYER OF . , DuMter�M I � 1� IINIIIuI"A'__',,SHAPE. - + "a{ tt 1 �{llllll SHREADED HARDWVOQD�M1JNU.H.. •.SHALL B.E_CLEAN AND FREE OF ` \ Turt ` \\� \� i I _ + ° ° + �R�1��t lilrt {,.,, 20. . -::: SEE SITE PLAN FOR FULL TOPOGRPAHIC INFORMATION, EXISTING 7LrLr����7` :-:{ �_ + I ��li��i4ii�i�ii«��,ii��i��� : II WEEDS AND DEBRIS. AND PROPOSED UTILITIES, EASEMENTS, ADJACENT LAND USES, SCALE: 1" = 20' = L: + , O 1 _ �- ` + , °,' °I' i���1111111�1't{�lll�:l�iill��� i�1�� i% \ l ,, �. EXISTING DEVELOPMENTS AN ROADWAYS. Turt - + + + +,{+ �' tl 1 11l `1 IF ' <<iilil� ,,liil,li W,'I��,� �.•,� ST D R �' -' 21. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE ,- -- NO J ° + { IY `�I�li� hi IIt1��'ti ,`t 1`I }' I j � , VACUUM BREAKER, AREDUCED PRESSURE PRINCIPLE BACK FLOW - - 0-- �+ + ° ° + + ,+ i 1" I 1 a{4j���4t1�,�, �ii� Decorallve Iron Fence I DOUBLE-CHECK BACK FLOW DEVICE, INSTALLED AS ._ ` iI + I A� DEVICE, OR A DOUBLE CHEC + + U 1 } Ilt:i��i�',1�t1l1��111�,� �t���tlt�Eit,t��, tt111l�41�ii, ' '�°` E AND TA PER CITY ORDINANCE 2394. ' 22. ALLr13ACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON + + + I It Rl��i�>>i�� r i��1�i�1�41 i��i5il�l�t������Ilitll`�,tli�l 2394 LANDSCAPE P LAN - i,liMl 11��i�ii�lW . it«�W', �` D �'� a �_ INSTALLATION AS PER CITY ORDINANCE �� ? : 6 _ ! .. _ ._. i� S .._ .. LANDSCAPES D G ARCHITECTURE ;1ADSC ODD \`1plio,7 � lz�l (,�5:�'_ c. Ir 4 a &� Q 1_ CID _,- I -1 a11;, ,�,,, f� �* I'll - F 10-24-11 PERMITTINGFOR Prepared by: Jeremy Greenhaw,RLA No. 2673 979-777-0065 jeremygreenhaw@gmail.com z 0 L U� y v o °` �Q , a V Q_ �� 8 11,09.16 INITIAL SUBMISSION 11.10.06 REVISION "1 11.10.24 REVISION 2 11 1� I , e , .' .D . 2011.009 I SHEET No. I PPWEC! BENCHMMK BOLLVtE C t tl1 TW CG 0.0 P 50 M E!M OG MMIEUA4 WBH 6 PPOK 3 a NOPM 0 INIEflSECIWN FiM M ° 1 I 1 199BJ6 p 1 I1 i �r J19..J • c Fi I STORM DRAIN w PROTECT09 SWPPI 7 v s G r n9 sr ' / smu nEB FF=3, `e, J 9E1 v vai Jle ee Ida, \ 34 A V sn SILT FENCE ASSEMBLY ITT Dl. SWPP1-03VA \ `\ 111T 6x j \ \TIS ]z PE, LOT 1, BLOCK 1 LAKERIDGE SUBDIVISION \ j t `BW 76,0.0 ACRESIT, CURRENT ZONING: R-4 FF=323.00�`, T- A STORM DRAIN INLET ' PROTECTION SWPP1-00 322.72 I � I-1•a4 Jx15i 7 .___ —__ ___ _ __ — N EX. CLUB HOUSE (Fr=319.25) IS�J} .n er.O Ivl x• Ell Ia • wrnr. me•noacc re•s •r rmn a<• tN STORM DRAIN INLET PROTECTION I-SwPat-o ITT ' r•v.s -'� EIIIII , u sE�iot I A `\ L EROSION CONTROL ALONG DITCH c_NSTRUCTION EXIT SILT_C0NTv (;_0,L — aEI aw,Fi i �rl i I ]1009p yl9,J _ � QiU p (� — — -- — — / Exs)MCPE >P 0 sJ trbiiaN �- xenc INLET � ROTECTION O JIB )e I Jz9sI ��_ STORM WAM POLLVNON PREVENRON P4 QmmL Nom N ewi nMn <ua wl q• Mw xn:':ivrc9lewnu Kv:rii uuTIE H,1.-1. umeu <n<wre me ane q Gf ^w ..mon eu u. e<m arEw wwrw o-uxEvoE oao°wu ..a J IAk ?e.eo PAN I St S� a, -•IN "0 orunicH i INLET \ (re7 �$ cP.wEs PROTECTION _ SWP — 99 W B9 W H,�y90.00 9B.W �t� ' y` �=u� �� ,950 BB SO GB °B BBB°BB50 8950< n1 _ —DES TYPICALGRADING AT Rj�TIIR PATIO EY MITCHELL PARKWAY cm T.979.260.6963 F.979.260.3564 U. FlRM R F-14. 911 ..EIry OR. C�Et EWE xBf dILEE iAIIEX )r1 ))EI 1 ..m y° o WroazP, zBl l en:.il.a°�y, veev ,2 a` p`oC 0 n m O_ I L6 ,Qt� CL, O j? (Q cO Q V g vFOJECI BFNCHMW : SCRAPE CUR ON MR OF CURB ON ROLM SIC, OE HOLLEIAW OPNE'DDR., 200' NOPPI OE IDDLDMCPON DRH FM 2010. %= 355]461]1. Y= f0199936.19, FD- 32223 - mac.. � � 1-PW � 36• R 30996 {i'- ,.- a }Y '...r I. 6' ._ 1 UU :% v.}. J \"�M \ 1 , ��{�/t� � �e YS y _ , �� '�'R \� N. 3D• GPAiE NIEL \ I i 1 SD A ' i SD A nA 23D305 �1 1 24 FL(IN)] J84 arSo" cBniE Ixtn 3D" a(aDi) 3 ] zs ;DAnA 041UW 1 ` so A nA Oin 9B _ 5 510 PEGE99E IN!£T �I( SD-C/•y �p 5 �.I i/INIEi 3,9W l _ •.. I' Y �' � i - i/II sr a(w)=3Iz oz u' /w so e sn e+2777 a" I'D. G. G. SD A 510. 46" IRRODON UMIB" EL=31].OB ��_= _ • SO-C nq BY11.W / /Q i/BDX 316.45 9iD R4" CRAZE INLR \ W a(IN) R1285 L/INLEL-]i G.B1 �y / 1e• OR) -Orazes 3G•_a(RB 11143 PLAN VIEW so A nA s 1s.0 h 9, .G. INLET I 50-GU,A SiA pi5612= SO-06400p ]e SO-8 56t27.]] PLUG 90-A nA 5316.41 I i/00=SBA 0-C nA 39465 5' SiO. PECESSEO INl£L 18" 0" R=JIJ.CO j IB" a(IN)-OWA5 np. Sp" GRAZE INIEi i/IXUEi=J2D.J1 24" PWO IR- it(IN)=112.65 SD -A OU, 2+0]85 i/INIfi-319.09 24" R(IH)=]tI.55 N" R=314.96 50-A Mi 0456.]]= SD -A nA J40J.OB= b4 36" R(IN)=]11.45 J6• R(pR)=JII JS ..._ / IS" R(IN)=]14.19 -.. ( ) 24" RIN aJIJ.84" N" a(Wi)-114.45 _.._.._. _... _ _ _ _ ___ _ -.... _.._.... ___ .._� - .- SIO.C]0 A 0394.05 IIILEi a14 _ SD A f JJ 96 JONR(IN)'RA312.]5LR JO• R OVi)m312 65 ( `A1•-R(OM^J1J.25 MD. MUCIION BOX i/00X-11 B.45 J/IXlff=110'&1 110, i/INLET®310.09 SD .D C A SiA OFIO.W 5 StO RECESSEp INLEt INJI R8S. (IN aJl2 95 J R(IN)mJ12.B5 1 50" a4Wi�1E110R ( ) 15• R (N) J11.49 24"_ R(X) J1J.04 PLVCIB" R( N)=]1202 - - --- --- - - R(RC 311.45 - � - 90-0 nA ]34.85 - ]B' FL=309.96 -.. -- - 10 R Wt)-313.25 - a'YJ Ry P.4'( - R(011f)m311.52 OL2g '. 0128A OR_ JG" R(DOr) ]II.JS TRY W¢ CR IX� ms - I -- X ^-•- 1 _ 310 �.-.--- ___--__L______ ------- �- - ( ,>,. XA 311 - �-f- _-_-_- - ----- ----- ezeT 1r a 24 IIDJE a D.wox - _ _ ---_ ____ -X _ __-_- _ _ _ _ _ _ _ ale b.3R+fi _-_ / 12008 LF M Be XOFE 0 u' BOJJ V el 16' NWE O -0500 -'-' m4 44.0 Lr a re• ____________ __ ssa2-Cv TSu FaP"E� - -. _ __---_. __. m4 I I, gppE'u e -___ M I9" B2A> LF a1S _ aF JB• 312 _ _ 14J] lF of 38" STORM DRAIN SD-C 31e rypPE O OSCOS -.. ---.- ------- - STORM DRAIN SD -A ._ _ _ _. ...___. _ -- - _ ____-- --_-- -- `- 1g 24"30' $ J6" MOPf --' 310 - _- 18'24"JO" $ J6" HOP€ (Ai1S2 M294 TPE S) SEE DlTNE SHEE/ FOR ENBEOMEN! (AAShffi M294 7YPf SJ STORM DRAIN SD-B L SEE DEDUL sNEEr -el 4$J -YO MN 94 PEHOSPE �N � ��f8� ac raa EIAeEOIAENr Sy`0 �„ i. _.e_ ._._.. J� •`,--�- a -- mr � ^ aly _ N ` a i n e I5 � W 5 HW OfW W50 IiIf50 P!W 50 2fJfW0 J!A 1fW 50 5lfitl 5f50 6f61]fCtl 50 )}$p BfW 810 91E0 •• X T.979.250.6963 F.979.260.3564 TX. FIRM M F-1443 511 ONMASVY pPXE VS SURE 04 011£GE nAIIOX, n ]]84 . t o61F9 Sa}g1612Ix • x. � ..E SEPIE48ER. 2011 D[s9n<a C, VID. C,- By JDJ ce«u.a eY: rJeu 0 o R K N J i �c� O O PROFILE V. 1 "= 3 • H.- 1 30• C4iI�� F j�!i 1i° �� OLLVd HV3H IV ONICrVWD IVDIM 00*00 1 *J__1 x 6E ME ----- --------- )IIDAk;DP!S j7o_9WpTi6_07f___ >QJVd T13H011W_1.3 V in Gob V 3813 S3CW8 1SD(3 H01VV4 bNV QM W441 3AOV438 3 al IN" 3IJ13 mom 'S'-L'N SAW -io iNM IV DNIGVND WD1dA.L R-1 >nvmms -01400 a SM (XDW) %Z- e8no S31 VA S318VA XC)W.L) (q\ NOOIJ HSINI3 S31NVA NOW 'N V_ I_X 11A A t -swiol eloycloiddo etn Bu!1!1- puo Buq . eldwoo :Jo alqisuodseu si PUD IMMONd 308VHDSI0 2I31VM v1801S 0331 eta 4vm f 0 . 4dwo, 111) 49 -isou!6u3 Aq PgAoiddo jl povign eq how cloAmoo joinlanils; OWUJG:Hv _5 \� ,pazg!qols si oRs 941 lqun japio Bu.Vom pooh ul psuiolluiow puD lw�qawcl so Buuoelo jeUo uoos so pollopui eq llotle sloiluoo laintortilS -9 (-op 'swap )Ioa4o )Iooj Isaoual :H!s wi) sainsoew loquoo uoiscuo Aitmodwal. Ila ButAowou jol 9Iq!suods9_j si jolociluoo pe4qtIclolso Ilem si uo!lopBoA eouo -g -0:ps �Jom e4j WAval ol. joud soloi 9A si Bu!uDelo ejoj!I!*Dj ol uo!jc*oI a of put) ezis juglo s .4 .4 . !"n 10 D2JD L;MOP LISOM -ORILIGA 0 U'DIU!Dw lID43 'O:PDJ:POD 9% 1suDId eLa uo paimbei 11 -* -welsAs oBouioip 041 Buuejue puo 91!s uogorulsum o4l Butmel woij r,!jqep puo :H!s aziw!ui al. suo.q000l woa4sumop olopdaiddo la uogoolaid joiluoo uo!scuo 000ld lIoqs jojooiluo3 -2 -902JD OS041 uDQI3 AIGIDIPOLULU! IID4s -'O:PDqucO 044 'SWQUIS IUDDDfPD uo solnimnow olis loofoid o4l woL4 s!jqop io :p!p jI -spoils Bu _1qwr Uxa4 KIN .qs!xe 941 ui selolnp wn000 orbid 9LU wojj :V!p ou lotIl. einsue days riol*oL4uo3 -Z X ASSV rL .132 !jo al. foid jo uqlaldwoo ol. -io!jd uoi:ppuoo louiB Aq po,(oilsop Jo pectjnls!p soejo AUV 10! 9 pamodej eq ll!m 6uppod iolnOILIGA -so 4 A s14 010POLULU03oo ol soojo 6u.DpDd lumWn 9 op!AQjd ll!m jolooiluoD -eouoiluo Q:Ps VOm 941 ol lueaDfpD spoils o!lqnd o4l. uo *Wojl aziw!u!w al. 91!s joefoid Iseloi 9A s,994oldwe Bu!pnloui Iseloi 9A jolat). uoo 1 -L 041 u!4:Pm >pt)d IID4s .4 .4 4 IV .0Z HONMUL NM JX.-P Ujd LS:j - LM dDS Co MjWW 7vW3N30 Bqrs3R_ddd_VRx0Lw9_*qcNPXKw8 b.UU14 1vwrUv -40 Nno8o IMLLM NIVH AUM3 NRf V I - -, - ) 'MO-U 3f)VN1VbU -40 03NV310 38 CnnOHS S38nsuri IONINOD NOISOU3 nV WI NOUX3A3Hd NOLM-nOd 'S8nOINO3 3dOIS SNOW 33N3A Nam mvinknoov AO SV38V NI a3sn '8013VNINOD A8 G3AOVGM N3HL ONV 3L-ndVIOD IMLVM HUMS 01 IN341(13S NOA 3dOIS 38 )1 STIVS AVH S1 NOaonaiswo aaLw 03Hsn9v1s3 si Himm 3ALLv.L3f)3A Z9*6 1.2 Z_ OZ2 'SLC ME 00,11 L CIA r. % o M0 H311MS-Wr&03-13 xos -nnd W31WO313 ea aVd 83nWASNVHI SM3AVd VGV RUM drM ZnNI 8Hn3 NIVSCI IMMOIS 31OHNVVI HMS AUVJJNVS .Ln0NV3I3 HMS AHVIINVS INVMCIM 3MW WIVA aIXVM amn mivm N01133NNOO iN3rt1avci30 3HU qjn3 p dol = o/.L *--d jo doi = d/1 U0.qW -00*000 3/1 Pi6d-Pd d/.L p"e'=-d QW09 NIS seurl Im.tqmG pesodcud 0313— seurl mg pesodcud sob -U.rl -'%DM pesod(Ud lM —n -mes 4mmuns P—d-d —ss QpmV Pe-d-d 057117— QPDJS BUIPM — 00'000 4U1Qd 46,H ............................................. -n AVRd-d -40 301 2f0/aNtl 30N3:1 IIIS 318V1c[303V ILLNn 3DV1d N1 AVIS 'nVHS aNV Nmwnaiswo AG (138VO N339 SVH HINVA IVHI 3VU 3ULLN3 3HI Mana MIA NOVO MI0V&400 HIM IMVdV .9 a33VdS anWISNI 38 Ism S3NnSV3r4 10aiN00 NOISOH3 03AO8ddV 0380HONV 38 UNV H3N32L V OANI A-MVINIM Q1 -0,038 SV aN3DC3 01 01?38v-q MaIIA AO .9 ISOd-I 1VI3V4 '33NV88rdSla ISVI HS3V , I 381M V ISOd-I -40 SAVO 8VON31VO tt NIHILM G3aaOS SO (13C[33S 38 _nVHS SV38V G38VG '03?J1n038 38 -nLM GOS >10018 'IN3S38d S1 M oi )mwms (m3mv1OHINO3 IN3MQ-4 SSV89 393RM SV3MV a3dO_13A3a NI '(13HsnaVIS3 S1 HIMOND 3S 13U, ILLNn a3u3.Lvm aNv O3H31nVj OMQkH 80 (33G00S k-MvnO3GV 38 -nVHS NOLL0nWSN03 AG O3HVS N338 30H .LSOd=l 01 a3N31Svj 113AOO SSVNE) ONV NOtIV1303A 9NLLSIX3 MOM SV3HV _nV HS3V4 3MIM *X.Z •33.L"INL r I V C1a1NxLaLLJJ F;0-1ddAkSj 10-IddMS -1 JORIKOD DIMS im NOILLSIMUSNOD HDJL1(1 f)morlv JOILLN109 N101SORI Mvmoens V- V ATOUDW '§133HIS 3nand IN33VP(IV 0188VA PINO Offil ONIMOV& MHA 3111XI 31AAM NOLL3nHISN03 IN3A38d 01 SV OS _;; azi 03 IVINIVVI 38 01 S1 3NOIS * a3a33N SV 3NOiS 31V8 AVH IVNOLLiaav HIM SS3ma 'N11 .9 :310N MIN 133MUS 9NUSIX3 -NIVIISOdNIVYI 01 -0.038 Sv__�:,, -J. IV.L3V4 '30VIO04 P 3mvnOS 3V4VS HIM Sd ot 03188VA 311IX3103E) 01 .09 83AO (8313NVIO .9 O-L c 'Stto vusv) 'NISV8 H31Y0 MO 131NI Nivua AMOIS V OINI 30NVH0SI0 01 LSMNVA,7O()L 3NOIS HId30 -NIVI .9 a NOWd 31113S 01 IN3H1G3S SMO11V NOLL03108d 3141 'AJONna NMvi-IN3MMS M31-11J NO/GNV NIV13a of 03sn 3mv s3ive AVH :31ON 30NVHIN3 311S AO HIUIM mnA 3e 11VHS Z1 nn"ININ.. 00-IddANS I NOIIVNOIM3130 30 IS ISSIA NOdn a33Vld38 3e -nVHS S9VG aNVS NOLLOML011d ITIM NWHC1 WHOLILS _SNOwaNO3 3lM3HdSOYUV 01 3na MvNold ION Ism aNV IN An 38 11VHS S9VG GNVS *NISVe H3IV0 80 131NI NIVMO MOIS V OINI 308VHDSla 01 MOINd 31113S 01 IN314103S SMO11V NO1133IONd 3H1 *JJONna N3aV1-IN3V41a3S a311IJ aO/aNV NIVI30 of a3sn 3?JV SNIVaG vojois aNnoav S301A30 kaVaOdV43I LNrVH oi -a.om sv ISOd-I WON Z/1-1 01 v/c MIS MOON S31V8 AVH nzq 0188VA ONVS DVG ONVS J 131NI NIVNU .1. 08 �P M3A03 01 ION 3188vi N1111A >130-18 830NiO Rol - N (gZ'6 L 2=-AA) 3snOH omo x� S06 LV rye �� 6- 1 Z£ 4 -.T96*1Z9 J tg,zzc 7 Ll ZL 09* tzc 00—tddMS NOLL33108d IMNI Nma mmois DZS! rz Si 0 gg A% NA N M N V-� :DNI OZ IN3&incl _M0 0_V'9 L S '0 LAS, NOISIAKien 3DM13AV� _1 L iM L A00 4 L-17-6 ,"NIMNI - 4, -ell A xo Co—tddMS AISMSSY V1, I tO 1. 5r \F \'�-A � � 1.+. 2-"h ..'ham-. 33W-U 111S �76LC 51 09'6 :z q 7 96*9 6w § a 7 �R V6 LC 0 �a rla is :\ a "N, GV*6 LC 2VISL2 I'Cl NI: '2 _Z, ti/ CZ*ZZ2 =AQ13 6V92666LOL =,k 'L219t,29C;2 =X R-A HiIM NOLL03SH31NI JO H18ON OOZ 'XOHddV 3/Y80 NVV43110H 30 301S :ANMHDN3G n3ro8d HinOS NO eano 30 d01 NO im 3MOS