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Rbvlt:Wtu t -UH COMPI. I ANCE DEC 1 1 2014 COLLtut o ►n► UN DEVELOPMENT SERV g, 'PLAT' FILED: iq-2S2 1112 eI1c) 3, 3t? r PROJECT BENCHMARK: SQUARE CUT O.N. TOP :OF CURB !ON . SOUTH .SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF .INTERSECTION WITH FM 2.818 X.= :3553461.31, Y= 1`0199936.19, Elev= 322.23' ' Phase 1A units. 1.6B UNIT BUILDING: PER UDO_ M- ULTIFA MIL_Y: D -WELLING. 0 - 9 units (5x4b: + 2x2b + 2x1 b) = '0 bedrooms Type 3 & 4 Bdrrri: 48 bdrm units 4 - x4b + 2 x26 + 2 1 ( x b) - 0 :bedrooms re uired q parking; 48 ps. - 1 7A units 5 x46 + 2x36 ) = 2`6` be oorns T e 1 & 2'" Bdr m. 0 bdrm YP . 0 - .7C units( _ (7x4b) , _ 0 bedrooms required parkin 0P.S. g P 1 - 6 units 4x46 +. (_ _ - 2x36) 22 bedrooms Required Parkin ` Phase 1'A: 9 -�-R=�. r Parking :Provided :Phase 1A:: y 50 13 units. 48 bedrooms Cumulative Required Parking: 48 =31 BDR/BUILDING PROVIDED PARKING SPACES: _ 909 pis. 11A UNIT .BUILDING: Cumulativ .. , e Parking. Provided: .150 Phase 1B 2% OF TOTAL 'PARKING SPACES _ 26 BD R/BUILDING * 9.09 TOTAL 2% =18.1.8 P.S. 18 H.C. SPACES REQ 0 - 9 units ( 5x4b + 2x2b = + 2x16. 0 'bedrooms _ Type e 3 & 4 B drm: 52. bdrm 0 - 8 units- 4: ( x46 + 2x26 + _ 2x16 - 0 bedrooms ..doomskm required. ' ar ' 52 :s. P 9 2 - 7A units ( 5x46 + - 2x36) - 52 bedrooms Type 1 & 2 B r YP d m. 0 bdrm - 0 7C units. (7x4) = 0" bedrooms ;required. parking: O. p.s: 0 -. 6 units (4x46 + 2x36 0 bedrooms Required . :Parking Phase 16: 52 mss. 14 units / 52 :bedrooms. ParkingProvided :Phase '1 B: 0 .s. 2*4(BDR)+5*2(BDR)+2*1(8DR) =20 BDR/BUILDING 1 *(10C UNIT BUILDING)= 10 D.0 Cum.ulatlue. Required Parking: 9 100 D,_s. l< I 1 ( 9A UNIT BUILDING)= 9 .D.0 Cu.m.ulative :Parking Provided: -150 R.s. Phase 1 C 3*.4(BDR)+4*3(BDR)+2*'1(B.DR) 2*( 9C UNIT BUILDING)= 18 D.0 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 .Bdrm: 44. . bdrm 1 _ :8 uni ts _ 4x46 ( + - 2x2.6. +' 2'x 1.b - 22 bedrooms _... ;[e uired: Arkin : '44 9 P 9 0-7A: units {5x.46 + - 2x36 - 0 bedrooms ) -p.s. Type 1 & .2 .Bdrm.; 6; bdrm j - '7C. units :(7x4b) = 28.bedrootns required parking: 9 pa. 0 - .6 units ( 4x4b + 2x3b = 0 bedrooms, ) ms Required Parking Phase 1C:: 153 p.s,, 15 units Its 50 bedrooms Parking Provided ;Phase 1C- .59�s. ,/ .(4x4b + 7A UNIT ,BUtLDIN.G . !Cumulative. Required Parkin : q Parking - _ 72 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING required parkin g: 186 p.s. Cumulative Cumulative Parking Provided:.209 12.s. Phase 2A 291 D U./16 (DMPST/D.U.) =18.18: DMPST units 7*4(8DR)=28 BDR/BUILDING' - .1 9 units (5x4b + 2x2b + 2x1 b) :_. 26 bedrooms Type 3 & 4 Bdrm: 92 bdrm 1 - .8 units (4x4b + 2x26 + 2x1 b) = 22 bedrooms. required parking: 92 oa. 0 - .7A units :(5x46 '+ 2x36) = :0 bedroomsType 1 & 2 Bdrm: 12 bdrm G.- 7C units (7x4b) = 0 bedrooms required. parking: 18 p.s. 2 - 7D units (7x4b)' = 56 bedrooms Required Parking Phase 2A:11-0 pis. 0 - 6 _ units (44b + 2x3b) = 0 bedrooms Parking Provided Phase 2A: Vis, Cumulative Required Parking: ,263. 12.s.s• 31 units / '104 bedrooms Cumulative Parking Provided: 282_R>;�z Phase 2B units units (5x46' + (2x4b 1 *( 9A UNIT BUILDING)= 26 BDRMS 1 ' - 1.2D units (5x4b + 2x3b + :5x1 b) 31. .bedrooms Type. 3 & 4 Bdrm: 58 bdrm 1 - TOA units (2x4b: +4x2b + 4x16) 20 bedrooms required. Parking: 58. oma• 0 - 9A units (5x46 +. 2x26 + 2x1 b) = 0 bedrooms Type_ 1 & 2 Bdrm: 35 bdrm 1 - 9B units (2x4b + 5x2b + 2x1 b) 20 bedrooms required, parking; 5-' 3 p.s: 1 7-.8 units 0 (4x.4b + 2x2b + 2x1 b) ;� 22 bedrooms � '0 Required Parking Phase 219:: 11_1 o,_s. Parking Provided Phase 219;; 112 - 7A units (5x46 + 2x36) _ .beds room Rs. Cumul.a.tive :Required, Parking: 374 0.6• 0 -- 7C units (7x46) = .0 bedrooms Cumulative Parking Provided:, 394 oz. 0 - .7D units (7x4b) = . 0 bedrooms 26. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 0 -. 39 units / 93 bedrooms (5x4b + Phase 1 C-R 0 bedrooms. 0 - 12D units (5x4b + 20b "+ 5x1 b) :_ 0 .bedrooms- Type 3 & .4 .Bdrm: 0 bdrm 0 - TOA units. _(2x4b + 4x26 +: 4xlb) = 0 bedrooms required parking: 0 P•s: 01- '9A units (5x4b + 2x2b + 2x1b) _ :0 bedrooms Type 1 & 2 :Bdrm: 0 bdrm 0 - 9B units (2x4b + 5x2b + :2x1 b) _ 0 bedrooms required parking: . 0 p.s: O - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms, Required Parking Phase 1C; 0 pis. 0 - 7A units (5x46 + 2x36) _. 0 bedrooms Parkin Provided Phase IC- 1'9 :Cumulative Required Parking: 37A 0 - 7C: units (7x4b) = >0 ;bedrooms Cumulative Parking Provided:: 11 D„_S• 0 - 7D units (7x4b) - 0 be 0 - '6 units _U_u_W_I_t_s7 (4x4b + 2x3b) _ '0 bedrooms 0 bedrooms Phase 3 2 - 12A units (6x:4b + 40b + 2zl b) 76 bedrooms Type 3 &: 4 .Bdrm:: 246 bdrm 0 - 12D units {5x4b + 20b + U b) = 0 bedrooms required parking: .246 p.s. 2 - 11A units (3x4b+2x3b+2x2b+4x1 b) := 52 bedrooms TYPe 1 &: 2 :Bdrm:: 20 bdrm = 0 - 10A units (2x4b + 4x2b '+ 4x16) _ O :bedrooms required parking: _ 3O__p.s. 1 .- '10C :units (44b:.+ 2x3b + 4X7:6) _ 26; bedrooms. Type 2 Bdrm<130sf); 8 bdrm_ 0' - 9A units (5x4b + 2x2b + 2x1b); _ 0. bedrooms. required parking; 10 p.s. 0 - 9B units ;(2x4b 2 + 5x2b: + 2x1.b) = 0 bedrooms Required Parking Phase 3; 286 Vis. Pgrkmg Provided Phase 3- ��R� - 9C units 0 -8, 8: units {3x46 + (4x4b + 4x36 + 2x1 b) 52 bedrooms 2x2b Cumulative Required .Parking; -660 oa. + 2x1 b) = 0 bedrooms Cumulative Parking Provided- 705TH 1 - 8F units (2x4b + Ox2b + 6x36) = 26 bedrooms; SITE. CALCULATIONS TOTAL BEDROOMS:PARKING!. units. 1.6B UNIT BUILDING: PER UDO_ M- ULTIFA MIL_Y: D -WELLING. . : 83(RDR +8* 1 BDR :. 3 & 4 BEDROOM =32 BDR/BUILDING 1.00 SPACE/BDRMS 16E UNIT BUILDING: 2 BEDROOM UNITSBR<13 = ( 0 s.f.) 1.25 SPA CE S/BDRMS 44BD R+43 BDR..+8 1BDR (. ) 2 & 1 BEDROOM UNITS - =36 BD R BUILDI NG / 1:50 SPACES/BDRMS 12A UNIT BUILDING: * * 6 4 BDR + _ 4319 DR +2 1 BDR. � ) ( TOTAL TYPE 3&4 BEDROOMS= 726 BDRMS. REQUIRED _ _) -38 BD R BUILDI NG :PARKING-. 726*(1.0)= 726 . P.S. TOTAL TYPE - 2 BRMS(<130 s.f)- 8 BDRMS _ REQUIRED PARKING - 8 1.25- -10 P.S 12D BUILDING: TOTAL = TYPE 1 &2 BEDROOMS- 105 BDRMS .UNIT 5 4(BDR)+2.* 3(BDR)+5* 1(BDR) REQUIRED (PARKING=: 105*.(1.5)= 158 P.S. REQUIRED PARKING : SPACES �� =31 BDR/BUILDING PROVIDED PARKING SPACES: _ 909 pis. 11A UNIT .BUILDING: "HANDICAP PARKING: 3*4(BDR)+2*3(BDR),+2*2(BDR)+:4*1(BDR) 2% OF TOTAL 'PARKING SPACES _ 26 BD R/BUILDING * 9.09 TOTAL 2% =18.1.8 P.S. 18 H.C. SPACES REQ 1 OA UNIT .BUILDING: n=18 (IRF 18 H.0 SPAC ! RROVIDEn fINCL1-1nIN� 2* 4(BDR)+4*2(BDR)+4*1'(BDR) - 4 VAN ACCESSIBLE F N rpq .FGA =20 'BDR/BUILDING "` 10C UNIT BUILDING: (PER. LIDO -MULTIFAMILY DEVELOPMENT: 4*:4(BDR)+2*3(BDR)+4*1(BDR) 1-8 YRD DUMPSTER/1'6 DWELLING UNITS) :=26. BDR/BUILDING - 5A 9A UNIT .BUILDING: 2*(1619 UNIT BUILDING)= 32 D:,U 2*(16E UNIT BUILDING)= 32 D.0 5*4(BDR)+2*2(BDR)+2*1(BDR) 2*(12A UNIT BUILDING)= 24 D.U: =26 BDR/BUILDING 1 *(120 UNIT BUILDING)-- 12 D.0 .93 919 UNIT BUILDING: 2*(11A UNIT BUILDI.NG)= 22 D.0 1 *(10A UNIT BUILDING)= 10 D.0 2*4(BDR)+5*2(BDR)+2*1(8DR) =20 BDR/BUILDING 1 *(10C UNIT BUILDING)= 10 D.0 l< I 1 ( 9A UNIT BUILDING)= 9 .D.0 9C UNIT .BUILDING: 1*( 9B UNIT BUILDING)= 9 D.0 3*.4(BDR)+4*3(BDR)+2*'1(B.DR) 2*( 9C UNIT BUILDING)= 18 D.0 =26 BDR/BUILDING 3*( 8 UNIT BUILDING)= 24 D.0 Phase 4W 2*( 8F UNIT BUILDING)= 16 D.0 8 UNIT .BUILDING: 3*( .7A UNIT BUILDING)= 2.1 D:U 4%(BDR)+2*2(BDR)+2*1(BDR) 1*( 7C UNIT BUILDING)= 7 D,U 16B =22 BDR/BUILDING. 2*( 7D UNIT BUILDING)= 14 D.0 Ox2b:. + 8x1 b) 2*:( 7E UNIT BUILDING)= 14 D.0 bedrooms 8F .UNIT BUILDING 2*( 6A UNIT BUILDING)= 12 D.0 2 -' 2*:4(BDR)+6*3(B. DR)=26 BDR/BUILDING 1*( 5A UNIT BUILDING)= 5 D.0 .(4x4b + 7A UNIT ,BUtLDIN.G . TOTAL=. 291 DWELLING UNITS _ 72 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING required parkin g: 186 p.s. Q yam. 7C UNIT .BUILDING 291 D U./16 (DMPST/D.U.) =18.18: DMPST units 7*4(8DR)=28 BDR/BUILDING' 18 (8-YRD DUMPSTER) REQUIRED 18 DUMPS"I'FRS PR[lylncn 5xfb) 7D UNIT .BUILDING: (BAY' WINDOW). bedrooms Type 1 & 2 Bdrm, 32 bdrm 7*4(BRR)=28 BDR/BUILDING 0 ^ 1:OA 7E UNIT` (2x46 + 4x26 + ,BUILDING;. 7*4(BDR)=28 BDR/BUILDING. 2*(16B UNIT BUILDING)= 64 BDRMS bedrooms required parking: 48 pa: 2*(16E UNIT BUILDING)= 72 .BDRMS 0 -' 6A. :UNIT. BUILDING:. 2*(12A UNIT BUILDING)= 76 BDRMS' (2x46 I 4*.4(BDR)+2*3(BDR)=22 BDR/BUILDIN,G *(1 2D UNIT BUILDING)= 31 BDRMS _ 0 5A UNIT BUILDING' 2*(11.A UNIT BUILDING)=. 52 BDRMS 1*(1OA UNIT BUILDING)= 20 BDRMS 6�. tom, .,W,:O 5*4(BDR)=20 :BDR/BUILDING *0 0C UNIT BUILDING)=. 26 BDRMS units units (5x46' + (2x4b 1 *( 9A UNIT BUILDING)= 26 BDRMS 2x76) = 0 1*( 9B UNIT BUILDING)= 20. BDRMS required parking: 0 p.s Required Parking Phase 4; 234 0 - 7A units. (5x4b + 2x3b) _ 0 bedrooms, 66 BDRMS „ 1, 0 - 7C units (7x4b) = 0 bedrooms 1*( �t 28 BDRMS tF 0 - 7D units (7x4b) = 0 bedrooms 4 6A UNIT BUILDING)= 44 BDRMS i 0 - 7E units (7x4b) = 0 bedrooms wd „. uP > ' 1 a « y 285) 1 - 6A units (4x4b ."+ 2x3b) = 22 bedrooms 1 - 5A units (5x4b) = 20 bedrooms .93 units: / 274" bedroo.,ms l< I Phase 4W 2 -: 16B :units :(8x36 +: Ox2b:. + 8x1 b) _ 64 bedrooms Type .3 &; 4 Bdrm:: 186. bdrm 2 -' 115E units .(4x4b + 4x3b + 8x1 b) _ 72 bedrooms required parkin g: 186 p.s. Q yam. 0 - 12D units (5x4b + 2x3b + 5xfb) _ 0 bedrooms Type 1 & 2 Bdrm, 32 bdrm .. Cj �`Z 0 ^ 1:OA units (2x46 + 4x26 + 4x16) _ 0 bedrooms required parking: 48 pa: 0 -' 108: units (2x46 I 4x36 + 4x1;6) _ 0 bedrooms Type 2 Bdrm<130sf): 0 bdrm 6�. tom, .,W,:O 0 ,- 0 -: 9A `9B units units (5x46' + (2x4b 2x26 + 2x76) = 0 bedrooms. required parking: 0 p.s Required Parking Phase 4; 234 KO 0 - 9C :units + .(3x46 + 5x2.b + 4x36 + 2x16)= 2x1 b) := 0. 0 bedrooms, bedrooms ps,_ Parking Provided Phase. 4:.204To.s. Cumulative Required .Parking: $94 S 0 - 8 units (4x4b + 2x2b + 2x1:b) :_ 0 bedrooms Cumulative Parking .Provided: 909 o•s• l 1 - 8F units (2x4b + 6x3b + Ox2b) '_ 26. bedrooms h 0 -. 7A units (5x4b + 2x3b) = 0 bedrooms. 0, - 7C units (7x.4b) = 0 bedroom. s - _' II 2*( 6 L :9C UNIT BUILDING)= 52 BDRMS 3*( ,I 66 BDRMS ii a 8F UNIT BUILDING)= 52 BDRMS 1 7A UNIT' BUILDING)= 78 BDRMS 1*( �t 28 BDRMS tF 7D UNIT BUILDING)= ;.5.6 BDRMS 2*( 7E UNIT BUILDING)= 56 .BDRMS 4 6A UNIT BUILDING)= 44 BDRMS 1 1 1 i.l 5A UNIT 4 I i T (Plat)(Vol.613PG ._ Vo, wd „. uP > ' 1 a « y 285) �... titer 2*( 6 L :9C UNIT BUILDING)= 52 BDRMS 3*( 8 UNIT BUILDING)= 66 BDRMS 2*( 8F UNIT BUILDING)= 52 BDRMS 3*( 7A UNIT' BUILDING)= 78 BDRMS 1*( 7C UNIT BUILDING)= 28 BDRMS 2*( 7D UNIT BUILDING)= ;.5.6 BDRMS 2*( 7E UNIT BUILDING)= 56 .BDRMS 2*( 6A UNIT BUILDING)= 44 BDRMS 1 *( 5A UNIT 4 UI DING)= 20 :BDRMS TOTAL BEDROOMS= $39 BDRMS LEGEND FIRE DEPARTMENT CONNECTION INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING NG SPACES • .. INTERIOR ER OR PA RKING ' ES• SPA! ". 144 P.S. 765 P.S.. EXTRA INTERIOR LANDSCAPE AREA 765 P .S. 15 P ^ .S. 51 51 18 % OSFT ( REQUIRED: - - Q 9 180 S .FT. Q. EXTRA INTERIOR END ISLAND REQUIRED: 9.180 SQ.FT TOTA L EXTRA INTERIOR E ND ISLAND PROVIDED: ED. 1 6.190 SO.FT.. SANITARY SEWER CLEANOUT i + LEGEND �i \ II 4 t , S y1 >� F yy e •4 t F f �1 .tdA 4 "V b\ qq t ro 1 t �F ` 94 " •� t � a I �+ 1 r f 5 V t rE x� .. i t 1 v a ♦ t 4 >a. t \ S a '4 \l R 1 `i t r 0 a a� x �d a } _ x �. ♦ D 1 f y 51;csf e �e �; A - E t f{ i f 6 x.\ 5 t . x� } 4 1 a h R q v t A. eD T I \g ELL PW. m S \ ;. MITCHELL _. w° O a HARVEY t c \ n ♦ a1 �" ♦ ,. t CITY :OF.. a P �`'°e =a ICOLLEGE.STATION. } ` t a / .• `. TRACT 1 VOL. 6762 � ,f ,f II PG. 85 a f ri COLLEGE CI O.R.M.0 .R. B.C. e 't a t CURRENT CU / CITY LIMITS a 1 d I I ,�...,.,., t , \ �, '� ♦ e�, >'. � .ZONING: �., iGS N.Tf I t > t > I I �w F: _ y I t V/ ///��• /A�/� T Y �//AA ///��/ V lVll �l/ / lY// IJ t j I Scelr, f I [ I �a r t t j : 1 .inch tt^� f W ` 1� a Y 11 FIRE DEPARTMENT CONNECTION WATER METER a WATER 'VALVE Qw, FIRE HYDRANT SANITARY SEWER CLEANOUT i + SANITARY SEWER MANHOLE STORM S DRAIN :CURB INLET HOLLEMAN VILLAGE ADDITION 3613, t r RAMP WITH ADA PAVERS Cl TRANSFORMER PAD F -PTI, ELECTRICALPULL BOX sc ELECTRICAL 'SWITCH: GEAR �i \ II 4 t , S y1 >� F yy e •4 t F f �1 .tdA 4 "V b\ qq t ro 1 t �F ` 94 " •� t � a I �+ 1 r f 5 V t rE x� .. i t 1 v a ♦ t 4 >a. t \ S a '4 \l R 1 `i t r 0 a a� x �d a } _ x �. ♦ D 1 f y 51;csf e �e �; A - E t f{ i f 6 x.\ 5 t . x� } 4 1 a h R q v t A. eD T I \g ELL PW. m S \ ;. MITCHELL _. w° O a HARVEY t c \ n ♦ a1 �" ♦ ,. t CITY :OF.. a P �`'°e =a ICOLLEGE.STATION. } ` t a / .• `. TRACT 1 VOL. 6762 � ,f ,f II PG. 85 a f ri COLLEGE CI O.R.M.0 .R. B.C. e 't a t CURRENT CU / CITY LIMITS a 1 d I I ,�...,.,., t , \ �, '� ♦ e�, >'. � .ZONING: �., iGS N.Tf I t > t > I I �w F: _ y I t V/ ///��• /A�/� T Y �//AA ///��/ V lVll �l/ / lY// IJ t j I Scelr, f I [ I �a r t t j : 1 .inch tt^� f W ` 1� a Y 11 L HRA ZONE A&M, LLC _ LOT .2. BLOCK A VOL HOLLEMAN VILLAGE ADDITION 3613, t r ► ° -- l `! 5 PG. 285 D:R.B.G c URRENT. ZONINGc R-4 �I Exist 15' P:U.E /r / 4 I (Plat)(Vol.613PG ._ Vo, wd „. uP > ' 1 a « y 285) �... titer 18-sS #4 tars c0 15-` UiC;. TYPE 3 CURB. FOR USE .WITH CONCRETE PAVEMENT :OR:AP:RON NOT A SEPARATE PAY ITEM NTC: j /� GENERAL CONSTRUCTION NOTES: 1. It .shall be the responsibility of the Contractor to verify the exact location ;of ALL p{ ' ER existing round utilities. Furthermore, 9 under 9 the Contractor shall contact all utility PF9 �,� company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 RETAINING WALL i ��/©� :b. Contact Kimberly Winn @ ATMOS 774-2506 (23" MAX HEIGHT) ? /' C. Contact Mike Lavender @ Suddenlink 846-2229 EX. 4" SAN. d. Contact IISobel Cantu ® BTU 821-5770 P SEWER \ e. Contact Mitchell Gas 9 779-4460 +{ SERVICES �\, ; , f. Contact Union Pacific Resources @ 778-8525 `} �-'� g. Contact Richard Wallace ® Verizon 821-4752 fi. Contact Gllbert Martinez @ CSU (ELect6ca1) 76.4-6255 i. Contact Butch Willis ® CSU (Water/Wastewater) 764-3660 i 40 2, All construction shall be in accordance with the current City of College Station (C.S.) 'Standard Specifications for Street Construction, B/CS Unified Technical RETAINING WALL ' - � `, Specifications, Water .and Sewer and Generals; 201.2., and BCS Unified Design Details. «' (23° MAX HEIGHT) ?� 'n All inspection shall be performed by the staff of the City Engineer of C.S. All , construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the EX.S4 N. Contractor shall obtain written approval from the City Engineer for any substitution SE ICES prior to Construction. Requests for changes should include product information :and an f engineers .seal where applicable. The contractor shall be financially responsible for the engineer's time spent revie (I Ing changes and redesigning based on contractors requests. 4. Trench Safety Require nents, shall be in accordance with O S.H,A. Standard .29 { xv CFR Part 1926 Subpart P ind all federal, state and local regulations, La tSf• UNIT. I * - ._ I , _ r ... .: i` � .: tfU LuINV 1 SIuftY 19 4 47$0 2 9560 S ,FT. / _. �, .: ,- _ �,�.� a � / 5. TRENCHING AND Q s �_ ri_ <. _ / . NG AN CK ILLING. All trenching :and backfilling 'shall _ ,r �� g _ g conform to the 27 9C UNIT :BUILDING , 3 STORY 28 10 4188 3 — 12564 S .FT. Q specifications se out h r i _ t o e e Testing shall be pro i r / ../ :.:: � .: .........:.. .:.:,.: P ..... .. g. p . v ded b.. a.:certlfied laborator .at 2g k. - Y y, 10C UNIT BUILDING 5 STORY 0 4 ;28 1 49 5 3 — 14835 SQ.FT. yy _ : / <,:. R3 . < the Owners expense, v ,r al �. to e rf these * �. ,, �, c ,., ,� �> \ P Y standards. Any retesting due to substandard 30 12A UNIT BUILDING 3 'STORY 28 1-0 6017 3 = 18051 SQ,FT. —� 9 F. �r, / _� �� i (r. "� , work shall / \ q 9, , , x ,� r.. 4 FIRE be at the ex en a of * — •; . . .::,. ., � ;: v, .. 1 - �' �. _ � the Contractor. Structural areas hall in 31 12Z UNIT BUILDING 3 .STORY 28 10 :6017 / ,_ .:::: l :.:. ® ti: *:� �,� � s? P include all 3 — 18051 SQ..FT•: 5. ;,: ti 5 :P.U.E. __ _ _ LINE P.0 . >< r sidewalks ks and shall extend be _ 4 and the cur lines _ b nes of all r st eets alleys r ys. and parking �\\{ E _ _ E a i (11p92. IL /100) , r O [T�l H .�,011 NLANDSCAPE POST Ao TREATED 6 2X4 TREATED OE r OE CEDAR FENCE I PLANKS 1 2X4 TREATED Crl Edi 4' 14.84' 3' { .i I 9 : E _ l t... ..... ......... ._..... _ 18 _ E OE_ DE G5_L S f OE -94 E 0 r ..! s OE E [ I OE E0 r s t i aLlt ,:- OB I S t UT LT UT �� tiT uT uT--- _ 15 BUILDING `' - , � 15` P.U.E. _ j - - 1.5 BUILDING, 9515,150�� e 15'- P,U.E, _ SETBACK ( ) SETBACK (ciG,tS.arnl-`---:I--- -A AMC -HAR,�EE- -- m[Tf,'H'ELLI -GEAR-K11�/-AY- --- (FM28T8)-- DEC 11 2014 VARIES Gir%11UN _ --CE�EOPIfE E ICES PLAT FILED: I __. _.t FIRE DEPARTMENT CONNECTION i WATER MEf ER a 20' QM FIRE HYDRANT —�-- SANITARY SEWER CLEANOUT BUILDING SANITARY SEWER MANHOLE STORM DRAIN CURB INLET , FUG SETBACKI TRANSFORM __ ER :PAD g' a sc I ELECTRICAL SWITCH GEAR I -) Rei „ I P;U.E, RSL' I L Edi 4' 14.84' 3' { .i I 9 : E _ l t... ..... ......... ._..... _ 18 _ E OE_ DE G5_L S f OE -94 E 0 r ..! s OE E [ I OE E0 r s t i aLlt ,:- OB I S t UT LT UT �� tiT uT uT--- _ 15 BUILDING `' - , � 15` P.U.E. _ j - - 1.5 BUILDING, 9515,150�� e 15'- P,U.E, _ SETBACK ( ) SETBACK (ciG,tS.arnl-`---:I--- -A AMC -HAR,�EE- -- m[Tf,'H'ELLI -GEAR-K11�/-AY- --- (FM28T8)-- DEC 11 2014 VARIES Gir%11UN _ --CE�EOPIfE E ICES PLAT FILED: I __. _.t FIRE DEPARTMENT CONNECTION WATER MEf ER a WATER VALVE QM FIRE HYDRANT —�-- SANITARY SEWER CLEANOUT o.. SANITARY SEWER MANHOLE STORM DRAIN CURB INLET , RAMP .WITH ADA PAVERS �' TRANSFORM __ ER :PAD Fa ELECTRICAL PULL BOX sc I ELECTRICAL SWITCH GEAR Edi 4' 14.84' 3' { .i I 9 : E _ l t... ..... ......... ._..... _ 18 _ E OE_ DE G5_L S f OE -94 E 0 r ..! s OE E [ I OE E0 r s t i aLlt ,:- OB I S t UT LT UT �� tiT uT uT--- _ 15 BUILDING `' - , � 15` P.U.E. _ j - - 1.5 BUILDING, 9515,150�� e 15'- P,U.E, _ SETBACK ( ) SETBACK (ciG,tS.arnl-`---:I--- -A AMC -HAR,�EE- -- m[Tf,'H'ELLI -GEAR-K11�/-AY- --- (FM28T8)-- DEC 11 2014 VARIES Gir%11UN _ --CE�EOPIfE E ICES PLAT FILED: I __. _.t PROJECT BENCHMARK: SQUARE CUTON TOP OF CURB ON SOUTH SIDE OF H0LLEWAN DRIVE APPROX. 200' NORTH OF INTERSECTION '` WITH RW 2818. X=355J4O1.31. �� 10�S33�G 1S Boy= 32�.�J ' � ' , `' � STORM WATER POLLUTION PREVENTION PLAN ' .___—.'_.' . ''_'__''._' . _~.. NOTES ����C� �A1 ' -_ _ -- nuswMe punn� mwaonu- m� "� �` GENERAL ' ` 101 / All contractor vehicles, mmuom DOOR project site to minimize oonc on the ' entrance. Contractor will provide sufficient parking areasto VARIES accommodate his FINISH FLOOR vohbleo disturbed or destroyed by vehicular parking will be repairedFENCE to original condition prior to completion of project.BLY ` ` . 2 Contractors oho|| ensure that no dirt from the project accumulates in the existing ' ' VARIES~streets. If dirt or debris from the site accumulates on adjacent streets, the shallcontractor immediately clean those areas. ' IES � IContractor ohoU place erosion control protection at appropriate do*natnaom �Ae ` _�a v'a^ ' � locations to minimize silt and debris from leaving the construction site and ` -- 'tho system. /C=3 �'l» 4" CONC. SIDEWALK4. If required on the plans, the contractor shall maintain a vehicle wash down area of __1 Property Line Existing Grade 000.00 Proposed Grade SS_ Proposed Sanitary Sewer Lines WL— Proposed Water Lines gas Proposed Gas Lines ELEC Proposed Electrical Lines Silt Fence levation Elevation FIRE DEPARTMENT CONNECTION WATER METER _CWATER VALVE 'Q FIRE HYDRANT SANITARY SEWER CLEANOUT CCO) SANITARY SEWER MANHOLE STORM DRAIN CURB INLET RAMP WITH ADA PAVERS ' ` TRANSFORMER PAD ` � ELECTRICAL PULL BOXELECTRICAL SWITCH GEAR ' N ROCK SIZE - \��� | `=�� | FILTER FABRIC NOT TO COVER, DRAIN INLET BAND BAG ` ' / 2"X4"WIRE MESH FASTENED TO T -POST ` SEDIMENT CONTROL FABRIC FASTE ED SECURELY TO —,~ ~.~.,~~ 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ' TOE ' SILT FENCE AND/OR. MINIMUM 12'SHALL BE FULL DRESS WITH ADDITIONAL STONE. 6".MIN.. AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT ALONG SLOPE CONTOURS. CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT VARIES PUBLIC STREETS. OCTILE 4 FA SUBGRADE ` ' / 2"X4"WIRE MESH FASTENED TO T -POST ` SEDIMENT CONTROL FABRIC FASTE ED SECURELY TO —,~ ~.~.,~~ 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ' TOE ' SILT FENCE AND/OR. MINIMUM 12'SHALL BE FULL HAY BALES TO BE ACCUMULATE. ALIGN FENCE WIDTH OF SITE ENTRANCE ALONG SLOPE CONTOURS. 6" MIN. DEPTH STONE VARIES E FABRIC WITH SAME SQUARE 0 400. 4 OF FLOW FOOTAGEi OUT NOVEMBER 2014 Designed by: VJBM 4"X4 MINJRENCH Li 4.4 SILT FENCE ASSEMBLY CONSTRUCTION EXIT AUG. 2012 SLIT CONTROL IETAIL 116. _-4-W DATE AUG. 201A' STANDAS PETAJL NO. SWPPI-02 ` ' / 2"X4"WIRE MESH FASTENED TO T -POST ` SEDIMENT CONTROL FABRIC FASTE ED SECURELY TO —,~ ~.~.,~~ 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ' TOE ' SILT FENCE AND/OR. 5 TO 5 AT SLOPE F6R SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW CIVIL ENGINEERING H aRAULICS HYDROLOGY * UTILITIES ISTREETS SITE PLANS *SUBDIVIEIONS 4 OF FLOW DIRE CrION 77 89 NOVEMBER 2014 Designed by: VJBM 4"X4 MINJRENCH Li 4.4 SILT FENCE ASSEMBLY AUG. 2012 IETAIL 116. C- BRYAN EM MITCHELL ORGAN -M T.979.260.6b6,3 F.979.260.3' 64 3204 Earl Rudder Fwy S COLLEGE STATION, TX!- 77845 CIVIL ENGINEERING H aRAULICS HYDROLOGY * UTILITIES ISTREETS SITE PLANS *SUBDIVIEIONS Firm #F-1443 VERONICA J.13. MORGAN 77 89 NOVEMBER 2014 Designed by: VJBM Drawn By: JUJ Checked By: VJBM 4.4 ED FL OL LU CNN II �j II PROJECT BENCHMARK- SQUARE L RK Q RE CUT ON TOP OF CURB'ON SOUTH, SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818: X= 3553461.31, Y= 1.01.99936,19, 'Elev= 322.23 Phase 1A BEDROOMS, 16B UNIT BUILDING: PER UDO- MULTIFAMILY' DWELLING: 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS= 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms. Type 3 & 4 Bdrm: 48 bdrm 0: - 8 units (4x4b + 2x2b + 2x1b) _. 0 bedrooms requied 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 p.s. 1 - 6 units (4x4b + 2x3b) _ 22 bedrooms Required Parking Phase 1A: 48 p.s. Parking Provided Phase 1A: 150 p.s. 13 units / 48 bedrooms 10A UNIT BUILDING. ,• Cumulative Required Parking; 48�s. 2 4(BDR)+4* 2(BDR)+4*:1(BDR): PER LIDO - MULTIFAMILY DEVELOPMENT:. -20 BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) 10C UNIT' BUILDING: 2'!!(168 *(168 UNIT BUILDING - ..)_ 32 D.0 Cumulative Parking Provided: 150 12.s. Phase 18_ =26 BDR/BUILDING 2*(12A UNIT BUILDING)= 24 D.0 1 *(12D UNIT BUILDING)= 12 D.0 6' _ 9 units (5x4b + 2x2b + 2 1 b)_ 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 8 units. (44b + 2x2b + 2x1b) - O bedrooms - required parking; 52- .p.s. 2 7A units (5x4b + 2 3b) - 52 bedrooms ooms TYPe l & 2 Bdrm; 0 bdrm 0: - 7C units ( 7x4) =_ 0. bedrooms required parking; _ O p.s. 0 - 6 . units (4x4b. + 2x3b) = 0 bedrooms n Required Parkin q - 9 Phase 1 B: 52 Parking Provided Phase JB: 0 R�. 14 units / 52 bedrooms 7C UNIT BUILDING: . Cumulative Required Parking: .100 7*4.(BDR)=28 BDR/BUILDING: 18 DUMPSTERS PROVIDED 7D UNIT BUILDING: (BAY WINDOW) 2*(16B UNIT BUILDING)-= 64 BDRMS 7*4(BDR)=28 BDR/BUILDING: 2*(16E UNIT BUILDING)= 72 BDRMS Cumulative Parking Provided: 150 Phase 1 C 7*4(BDR)=28 BDR/BUILDING 1 *(12D UNIT BUILDING)= 31 BDRMS 1*(12E UNIT BUILDING)'= 32 BDRMS 0 - 9 units 5x4b + 2x2b +1 = 2x b) 0 'bedrooms: Type 3 & 4 Bdrm: 44 bdrm: 1 - 8 units (4x4b + 2x2b + 2x1b) = 22 bedrooms required parking:: 44 p.s. 0 - 7A units (5x4b + 2x30 = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 - 7C units (7x4b) 28 bedrooms: required arkin • 9 9 P , g• pa. 0: - 6 units (4x4b + 2x3b) = 0 bedrooms Re uired Parkin Phase 1 C:. q 9 '53-12.s'' Parking Provided Phase 1C:. 59 15 units / 50: bedrooms Cumulative Required Parking: 153 Cumulative Parking Provided: 209 Phase 2i4 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 Parking Provided Phase 2A: 73 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Cumulative Required Parking:, 263: o,_s, 31. units / 104 bedrooms Cumulative Parking Provided: 282 p.s. Phase 2B 1 - 12D units (5x4b + 2x3b + 5x1b)_'= 31 bedroom's Type 3"& 4 Bdrm: 58 bdrrn 1 - 1 OA units (2x4b + 4x2b + 4x1 b)' 20 bedrooms required parking: 58 p.s. 0. - 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 1 & 2 Bdrm: 35 bdrm 1 - 9B units (2x4b + 5x2b + 2x1 b) _ 20 bedrooms. required parking: 53 p.s. Required Parking Phase 2B1 111111 1 - 8' units (4x4b + 2x2b + 2x1 b.) = 22 bedrooms Parking Provided 'Phase 2B: .112 p 0 - 7A units (5x4b + 2x3b) 0 bedrooms Cumulative. Required Parking: 374ps, 0: - 7C units (7x4b) _ :0 bedrooms Cumulative Parking Provided: 394 bis:. 0 - 7D units (7x4b). _ 0` bedrooms 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 39 units / 93 bedrooms Phase 1 C-R 0 - 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms. Type 3 .& 4 Bdrm: 0 bdrm 0 - 1 OA units (2x4b + 4x2b + 4x1 b) = 0 :bedrooms required parking: 0 p.s: 0 - 9A units: (5x4b + 2x2b + 2x1b) = 0 bedrooms: Type 1 & 2 Bdrm: 0 bdrm 0 - 9B units (2x4b + 5x2b + 2x1b) = 0 bedrooms required parking: 0_12.s: 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms Required Parking Phase 1C: 0 R.S. Parking Provided Phase, 1C- 19 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required -Parking: 374 p.s. 0 -.7C units (7x4b) = 0 bedrooms. Cumulative Parking Provided:,`.413�s. 0 - 7D units (7x4b) = 0 bedrooms 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 0 units 0 bedrooms Phase3 2__- 12A units._(6x4b + 4x3b + 2x1b) = 76 bedrooms Type 3 & 4 Bdrm: 254 bdrm 0 - 1211) units. (5x4b + 2x3b + 5x1 b) = 0 bedrooms required parking: 254 p.s' 1 - 12E units' (4x4b + 4x3b + 4x1 b) = 32 bedrooms Type 1 & 2 Bdrm: 20. bdrm 2 - 11A units (3x4b+:2x3b+2x2b+4x1 b) = 52 bedroom's required parking: 30_p.s. 0 - 1 OA. units (2x4b + 4x2b + 4x1 b.) = O' bedr..00ms. Type 2 Bdrm<130sf): 8 bdrm 0 - 1.01C units (4x4b + 2x3b + '4X1 b) = 0 bedrooms required parking: 10 p.s. Required Parking Phase 3: 294 R.s; 0 - 9A units (5x4b. + 2x2b + 2x. 1b) = 0 bedrooms Parking Provided Phase 3: 292 isazr 0 - 9B units (2x4b + 5x2b + 20 b). _ 0 bedrooms Cumulative Required Parking: 668 2 -9C/D units (3x4b + 4x3b + 2x1 b) = 52 bedrooms Cumulative Parking Provided: 205. b•s• <. / ) - '' < `, ^ •: e `.' ', ,. car,? "�� a ; x % i 3204 Earl RudderFwy S. A's, tf LEGEND � ,,-,::, ., COLLEGE STATION,, TX 77.845 a a � � !. _Y. W T N THEU- P..S0 HARVE S a , , { , e \ i OF y PLAN & DESIGN 'SP CIALISTS IN CITY ti , ,, . 1COLLEGE',STALION,.. CIVIL ENGINEERING HYDRAULICS \ � 1 i HYDROLOGY UTILITIES STREETSVOL076k :. SITE PLANS .CANS ♦ � o SUBDIVISIONS: >. • <: \ , \: PG. 85 , COLLEGE' STATION Qo . ' '. O.R.B.C. : CITY LIMITS ,♦ \, CURRENT www:mitcheilandmor an.com f: \ f�. \ e. ! Firm .# t' F-1443. . , r rs:. . . 3 1 1 ♦ \. N 3 5 t i i t E �A ii IS u♦ •q ♦4 �. , ♦ < ♦ i , r \ ` ', `♦ , VERONICA J. B; MO r ".~.» . RGAN , V lC1NlT YMAP • 4 ti 77689: r � 4 '•.'A o :• 1 A n t V a 1 � 1 , 's I� : j 4 SCAIA:'. � t' 0 �' , 4 a � �O � ^' �:- < ,. `- � i "{ L � : i , ti. i 1 \ QST t l � Inch eo roar s ..... ;. � i � ._ I I - - � ,. � t x / w .. \ -'i\ / t _ 1. t 9• .. \ - , .. - /nein, ,E. GC 1 0C'. UNIT i BUILDING UILDING ' - 4J9.7. 4/5J 3 - 1 4I.8�3G5J - SJ .FT. i I FI �-..:_9A UNIT BUILDING 4346 3 1303 S ._ RLERCIAL 9B UNIT BUILDING 3771 3 11313 SQ.FT. .�f E UNBUILDING 5102 2 10204 S .FT , (GENE M 1 OB:10 .1 , "ll' _ __ IT ....._.... ..._ 9C: UNIT BUILDING' = 4188 * 3 = 12564 SQ.FT.: 9D UNIT BUILDING' = 4010 * 3 12030 SQ.FT. 8 UNIT BUILDING' = 3729' * 3 1118:7 SQ:FT.. 8F UNIT BUILDING = 4780 * 2 9560 SQ.FT: 7A UNIT BUILDING = 43.46 * 3 13038 SQ.FT.. 7C: UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 7D UNIT BUILDING' = 4346 * .3 13038 SQ.FT.: 7E UNIT BUILDING = 5011 * 2 10022 SQ.FT:: 7F UNIT BUILDING` = 3914 * 2 7828 SQ.FT: 6A UNIT BUILDING = 3729 * 3 11187 So ITT -U - - _ _ = I _ s 6B UNIT BUILDING' 3357 2 6714 SQ.FT: .: ��' ���� � " ' - ' 2015 t » _"» _ " NARV 3 "e»_._ _cY .M1 CNEI P/�RK1l�A-Y 281 MAR 1 6G NIT - * s ».» ".!- 1�� .__C1 t�!�»l •>.:1 r C „ U BUILDING - 3580: 3 - 10740 SQ.FT.: � �s - _ q: I m .._ - \ r - i. - < n ` •'-•<�. it •.. ,< :' a , - i5A UNIT BUILDING' = 3042 * 3 = 9126 SQ.FT:VARIES_ : _ , . -, � < , R.O.W. .� t 5C. UNIT BU LDI G f r , i I N 2983 3 895o sQ.Fr. ,= r �- _ _ _ e.w - ;. ^ . , .. •; • .:� .. ,� �� � � � � , �� ,=--ti. �.'- - �� LEGE AT ��. ST - _ i� T } 9 i L i _C to .. EV �LOP`tv't P- I �. E F re8 _ .Y w f- M� t T _ _ _ _ _ � LA FILED: , I N-G-NEERING SITE CALCULATIONS TOTAL CALCULATIONS BEDROOMS, 16B UNIT BUILDING: PER UDO- MULTIFAMILY' DWELLING: 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS= =32 BDR/BUILDING 1.00 SPACE/BDRMS 765 P.S./15 P.S.=51 51*(180 2 BEDROOM UNITS (BR<130 s.f.)= 16E UNIT BUILDING: 1.25 SPACES/BDRMS 4*4(BDR)+4*3(BDR)+8*1(BDR) 2 & 1 BEDROOM UNITS= =36 BDR/BUILDING 1.50 SPACES/BDRMS TOTAL TYPE 3&4 BEDROOMS= 734 BDRMS 12A UNIT BUILDING; REQUIRED PARKING= 734*(1.0)= 734 P.S. 6*4(BDR)+4*3(BDR)+2*1(BDR) TOTAL TPE 2 BRMS(<i 3> 0 s.f)= 8 BDRMS _38 BDR/BUILDI G REQUIRED PARKING- 8*(1.25)- lO P•S TOTAL TYPE&2 BE D BEDROOMS= 105 BDRMS . 1 . 12D UNIT BUILDING: REQUIREDU_IRED PARKING= 105_* (1.5)- 1.58 P.S. 5'$4(BDR)+2*3(BDR)+5*1(BDR) REQUIRED PARKING SPACES: _= 902 P.S. =31 BDR/BUILDING PROVIDED PARKING SPACES: _p 12E UNIT BUILDING:. HANDICAP PARKING: 4*4(BDR)+4*3(BDR)+4*1(BDR) 2% OF TOTAL PARKING SPACES =32 BDR/BUILDING 909 TOTAL * 2% -18.18 =18 PS. UIRED 18 H.C. SPACES REQUIRED 11A UNIT BUILDING: 18 H.0 SPACES PROD Dr' ED (INCLUDING *' * 3-4(BDR)+2 3(BDR)+2 2(BDR)+4 1(BDR) 4 H.G SPACES) VAN ACCESSIBLE ,. =26' BDR/BUILDING 10A UNIT BUILDING. ,• ,DUMP. 2 4(BDR)+4* 2(BDR)+4*:1(BDR): PER LIDO - MULTIFAMILY DEVELOPMENT:. -20 BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) 10C UNIT' BUILDING: 2'!!(168 *(168 UNIT BUILDING - ..)_ 32 D.0 4*4(BDR)+2*3(BDR)+4*1(BDR) 2*(16E UNIT BUILDING)= 32 D.0 =26 BDR/BUILDING 2*(12A UNIT BUILDING)= 24 D.0 1 *(12D UNIT BUILDING)= 12 D.0 9A UNIT BUILDING: 1 *(12E UNIT BUILDING)= 12 D.0 5*4(BDR)+2*2(BDFI)+2*1(BDR) 2*(11A UNIT BUILDING)= 22 D.0 =26 BDR/BUILDING 1 *(10A UNIT BUILDING)= 10 D.0 1*( 9A UNIT BUILDING)= 9 D.0 9B UNIT BUILDING: 1*( 9B UNIT BUILDING)= 9 D.0 2*4(BDR)+5*2(BDR)+2*1(BDR) 1 *( 9C UNIT BUILDING)= 9 D.0 =20 BDR/BUILDING 1 *( 9D UNIT BUILDING)= 9 D:U 9C/9D UNIT BUILDING; 3*( 8 UNIT BUILDING)= 24 D.0 3*4(BDR)+4*3(BDR):+2*1(BDR) 2 ( 8F UNIT BUILDING)= 16 D.0 3*( 7A UNIT BUILDING)= 21 D.0 =26 BDR/BUILDING 1*( 7C UNIT BUILDING.)= 7 D.0 8 UNIT BUILDING: 2*( 7D UNIT BUILDING)= 14 D,U 4*4(BDR)+2*2(BDR.)+2*1(BDR) 2*( 7E UNIT BUILDING)= 14 D.0 =22 BDR/BUILDING 1*( 60 UNIT BUILDING)= 6 D.0 1*( 6A UNIT BUILDING)=. 6 D.0 8F UNIT BUILDING: 1 *( 5C UNIT BUILDING)= 5 D.0 2*4(BDR)+6*3(BDR)=26 BDR/BUILDING TOTAL:;- 293 DWELLING UNITS 7A UNIT BUILDING: 5*4(BDR)+2*3(BDR)=26 BDR./BUILDING 293 D.U./16 (DMPST/D.U.) =18.31 DMPST 7C UNIT BUILDING: 18 (8-YRD DUMPSTER) REQUIRED. 7*4.(BDR)=28 BDR/BUILDING: 18 DUMPSTERS PROVIDED 7D UNIT BUILDING: (BAY WINDOW) 2*(16B UNIT BUILDING)-= 64 BDRMS 7*4(BDR)=28 BDR/BUILDING: 2*(16E UNIT BUILDING)= 72 BDRMS 7E UNIT BUILDING: 2*(12A UNIT BUILDING )= 76 BDRMS 7*4(BDR)=28 BDR/BUILDING 1 *(12D UNIT BUILDING)= 31 BDRMS 1*(12E UNIT BUILDING)'= 32 BDRMS 6A UNIT BUILDING: 2*(11A UNIT BUILDING)= 52 BDRMS 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 1*(10A UNIT BUILDING)= , 20 BDRMS 1*( 9A UNIT BUILDING)= 26 -BDRMS 613 UNIT BUILDING: 1 *( 9B UNIT BUILDING)=. 20 BDRMS 6*4(BDR)=24 BDR/BU.ILDING 1*( 9C UNIT BUILDING)= 26 BDRMS 1*( 9D UNIT BUILDING)=` 26 BDRMS 5A/5C UNIT BUILDING: .3*( 8 UNIT BUILDING)= 66 BDRMS 5*4(BDR)=20 BDR/BUILDING 2*( 8F UNIT BUILDING)= 52 BDRMS 3*( 7A UNIT BUILDING)= 78 BDRMS _Density Legend. 1-*( 7C UNIT BUILDiNG)= 2R,._ BDRMS Density = 293 units .on 16.40 acres 2*( 7D UNIT BUILDING)= 56 BDRMS 293 units: / 16.40 acres 2*( 7E UNIT BUILDING)= 56 BDRMS 17.86' Dwelling un is/acre 1 *( '6A UNIT BUILDING)= 22 BDRMS Max. Allowable Density = 1*( 6G UNIT BUILDING)= 24 BDRMS 20' Dwelling Units/Acre 1*( 5C UNIT BUILDING)= 20 BDRMS (R-4 Zoning) TOTAL BEDROOMS-- $47 BDRMS <. / ) - '' < `, ^ •: e `.' ', ,. car,? "�� a ; x % i 3204 Earl RudderFwy S. A's, tf LEGEND � ,,-,::, ., COLLEGE STATION,, TX 77.845 a a � � !. _Y. W T N THEU- P..S0 HARVE S a , , { , e \ i OF y PLAN & DESIGN 'SP CIALISTS IN CITY ti , ,, . 1COLLEGE',STALION,.. CIVIL ENGINEERING HYDRAULICS \ � 1 i HYDROLOGY UTILITIES STREETSVOL076k :. SITE PLANS .CANS ♦ � o SUBDIVISIONS: >. • <: \ , \: PG. 85 , COLLEGE' STATION Qo . ' '. O.R.B.C. : CITY LIMITS ,♦ \, CURRENT www:mitcheilandmor an.com f: \ f�. \ e. ! Firm .# t' F-1443. . , r rs:. . . 3 1 1 ♦ \. N 3 5 t i i t E �A ii IS u♦ •q ♦4 �. , ♦ < ♦ i , r \ ` ', `♦ , VERONICA J. B; MO r ".~.» . RGAN , V lC1NlT YMAP • 4 ti 77689: r � 4 '•.'A o :• 1 A n t V a 1 � 1 , 's I� : j 4 SCAIA:'. � t' 0 �' , 4 a � �O � ^' �:- < ,. `- � i "{ L � : i , ti. i 1 \ QST t l � Inch eo roar s ..... ;. � i � ._ I I - - � ,. � t x / w .. \ -'i\ / t _ 1. t 9• .. \ - , .. - /nein, ,E. GC 1 0C'. UNIT i BUILDING UILDING ' - 4J9.7. 4/5J 3 - 1 4I.8�3G5J - SJ .FT. i I FI �-..:_9A UNIT BUILDING 4346 3 1303 S ._ RLERCIAL 9B UNIT BUILDING 3771 3 11313 SQ.FT. .�f E UNBUILDING 5102 2 10204 S .FT , (GENE M 1 OB:10 .1 , "ll' _ __ IT ....._.... ..._ 9C: UNIT BUILDING' = 4188 * 3 = 12564 SQ.FT.: 9D UNIT BUILDING' = 4010 * 3 12030 SQ.FT. 8 UNIT BUILDING' = 3729' * 3 1118:7 SQ:FT.. 8F UNIT BUILDING = 4780 * 2 9560 SQ.FT: 7A UNIT BUILDING = 43.46 * 3 13038 SQ.FT.. 7C: UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 7D UNIT BUILDING' = 4346 * .3 13038 SQ.FT.: 7E UNIT BUILDING = 5011 * 2 10022 SQ.FT:: 7F UNIT BUILDING` = 3914 * 2 7828 SQ.FT: 6A UNIT BUILDING = 3729 * 3 11187 So ITT -U - - _ _ = I _ s 6B UNIT BUILDING' 3357 2 6714 SQ.FT: .: ��' ���� � " ' - ' 2015 t » _"» _ " NARV 3 "e»_._ _cY .M1 CNEI P/�RK1l�A-Y 281 MAR 1 6G NIT - * s ».» ".!- 1�� .__C1 t�!�»l •>.:1 r C „ U BUILDING - 3580: 3 - 10740 SQ.FT.: � �s - _ q: I m .._ - \ r - i. - < n ` •'-•<�. it •.. ,< :' a , - i5A UNIT BUILDING' = 3042 * 3 = 9126 SQ.FT:VARIES_ : _ , . -, � < , R.O.W. .� t 5C. UNIT BU LDI G f r , i I N 2983 3 895o sQ.Fr. ,= r �- _ _ _ e.w - ;. ^ . , .. •; • .:� .. ,� �� � � � � , �� ,=--ti. �.'- - �� LEGE AT ��. ST - _ i� T } 9 i L i _C to .. EV �LOP`tv't P- I �. E F re8 _ .Y w f- M� t T _ _ _ _ _ � LA FILED: , I N-G-NEERING INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 144 P.S. INTERIOR PARKING SPACES: 765 P.S. EXTRA INTERIOR LANDSCAPE. AREA REQUIRED: 765 P.S./15 P.S.=51 51*(180 ,S..QFT)= 9,180 ;iQ.FT EXTRA INTERIOR END ISLAND REQUIRED:, 9.180 SQ.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED. x,190 SOYT, <. / ) - '' < `, ^ •: e `.' ', ,. car,? "�� a ; x % i 3204 Earl RudderFwy S. A's, tf LEGEND � ,,-,::, ., COLLEGE STATION,, TX 77.845 a a � � !. _Y. W T N THEU- P..S0 HARVE S a , , { , e \ i OF y PLAN & DESIGN 'SP CIALISTS IN CITY ti , ,, . 1COLLEGE',STALION,.. CIVIL ENGINEERING HYDRAULICS \ � 1 i HYDROLOGY UTILITIES STREETSVOL076k :. SITE PLANS .CANS ♦ � o SUBDIVISIONS: >. • <: \ , \: PG. 85 , COLLEGE' STATION Qo . ' '. O.R.B.C. : CITY LIMITS ,♦ \, CURRENT www:mitcheilandmor an.com f: \ f�. \ e. ! Firm .# t' F-1443. . , r rs:. . . 3 1 1 ♦ \. N 3 5 t i i t E �A ii IS u♦ •q ♦4 �. , ♦ < ♦ i , r \ ` ', `♦ , VERONICA J. B; MO r ".~.» . RGAN , V lC1NlT YMAP • 4 ti 77689: r � 4 '•.'A o :• 1 A n t V a 1 � 1 , 's I� : j 4 SCAIA:'. � t' 0 �' , 4 a � �O � ^' �:- < ,. `- � i "{ L � : i , ti. i 1 \ QST t l � Inch eo roar s ..... ;. � i � ._ I I - - � ,. � t x / w .. \ -'i\ / t _ 1. t 9• .. \ - , .. - /nein, ,E. GC 1 0C'. UNIT i BUILDING UILDING ' - 4J9.7. 4/5J 3 - 1 4I.8�3G5J - SJ .FT. i I FI �-..:_9A UNIT BUILDING 4346 3 1303 S ._ RLERCIAL 9B UNIT BUILDING 3771 3 11313 SQ.FT. .�f E UNBUILDING 5102 2 10204 S .FT , (GENE M 1 OB:10 .1 , "ll' _ __ IT ....._.... ..._ 9C: UNIT BUILDING' = 4188 * 3 = 12564 SQ.FT.: 9D UNIT BUILDING' = 4010 * 3 12030 SQ.FT. 8 UNIT BUILDING' = 3729' * 3 1118:7 SQ:FT.. 8F UNIT BUILDING = 4780 * 2 9560 SQ.FT: 7A UNIT BUILDING = 43.46 * 3 13038 SQ.FT.. 7C: UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 7D UNIT BUILDING' = 4346 * .3 13038 SQ.FT.: 7E UNIT BUILDING = 5011 * 2 10022 SQ.FT:: 7F UNIT BUILDING` = 3914 * 2 7828 SQ.FT: 6A UNIT BUILDING = 3729 * 3 11187 So ITT -U - - _ _ = I _ s 6B UNIT BUILDING' 3357 2 6714 SQ.FT: .: ��' ���� � " ' - ' 2015 t » _"» _ " NARV 3 "e»_._ _cY .M1 CNEI P/�RK1l�A-Y 281 MAR 1 6G NIT - * s ».» ".!- 1�� .__C1 t�!�»l •>.:1 r C „ U BUILDING - 3580: 3 - 10740 SQ.FT.: � �s - _ q: I m .._ - \ r - i. - < n ` •'-•<�. it •.. ,< :' a , - i5A UNIT BUILDING' = 3042 * 3 = 9126 SQ.FT:VARIES_ : _ , . -, � < , R.O.W. .� t 5C. UNIT BU LDI G f r , i I N 2983 3 895o sQ.Fr. ,= r �- _ _ _ e.w - ;. ^ . , .. •; • .:� .. ,� �� � � � � , �� ,=--ti. �.'- - �� LEGE AT ��. ST - _ i� T } 9 i L i _C to .. EV �LOP`tv't P- I �. E F re8 _ .Y w f- M� t T _ _ _ _ _ � LA FILED: , I N-G-NEERING . 44 Bars: ®; 15 O.C. TYPE J. CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A,SEPARATE PAY ITEM RITC 1" > . \ • e a� i et out herein. Test ng shall be provided b a certified laboratory at :� .< specifications s. _ _ y, 27 9 UNIT BUILDING 3 STORY 28 10 4010 3 12030 SQ.FT. �. _. _R3 _. F r :.._ _ 3 .:: _. __. ,� ,. r �. Owner's expense to venf these standards.. An retesting. due. to substandard 12E UNIT BUILDING.. 3 STORY 28 10 4832. 3 — 14496 SQ.FT. / Al� .- \ - ::: :::; . R . " ; 1 , .:., . :. : ; . ,� .. -„ �..� ,, \ -the .Own s exp , y Y 9. w. _. _ . >, '\ _. I areas shat include. 0 6017 3 18051 'S :FT. ... _._ " , __ .._. .__ q � t the expense of the C.ontractor.. Structure ..a e s 12A UNIT BUILDING. 3 STORY 28 1 t � work shall be at. 30 4 / .. P' —\� „<: 9.: :i.we r a. \ / 4 FIRE \ . �, p ...._......_. R. ............... __.. ._ :.. , . ........_... __._. _. _.. 1.2Z UNIT BUILDING 3 STORY 2 8 10 601.7 3 18051 SQ.FT: _ �. ...._ .e _ _. LINE.. 31 / r : �... .. _. ,.. _ v ail ext nd 5 be and the .curb Imes. of all streets aIle s and Orkin '�; �.5 P U, E.. ...�. � . \,Q\1��•i sidewalks .:and. sh. .;9 . .:. . FIRE::::'', areas. a \ ..: . � / ::.._..f. �.._.....�.. _. A._. ,. ....,.._..PG.....1..5. ./�_�i L.. .. .. -: :��CI�S�.I....... ........:_...�:.R�. ��A�1- . v.:._ � 4�... .. �r � �.r. .. _. _.. ..d� c �t ._: 1�. .........,...... .1.1.. ..F LL... .....a.-.:..1... �.. .... w,., l.. u.,4G. ..11 .Cf..+�a. ..n.l Ccrierni A-AAO/t IJ�r- /-A4 Lh4 LKCHItU: Co rr s ti. `LANDSCAPE POST TREATED 6' 2X4 TREATED is CEDAR FENCE PLANKS lilt" 2X4 TREATED PROJECT BENCHMARK: SQUARE CUT ON TOP OF .CURB .ON. SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818 X= `3553461 31 Y= 1` '1 _ .... :..... :_. 0 99936 19 Elev- 322 23 § v =38 BDR BUILDING TOTAL TYPE 2 BRMS <130 s:f = 8 BDRMS (.. ) :0 - 9 units (5x4b: + 2x2b +• 2x1 bj 0 bedrooms. Type 3 .& 4 Bdrm:: 52: bdrm _ REQUIRED PARKING=* :0 8 units. 4x4b + 2x2b + 2x1 b - 0 bedrooms :.required. parking: 52 :s:. Q 10 P.S TOTAL TYPE 1 &2 BEDROOMS= t DROOMS 105 BDRMS LEGEND , 2 - 7A :units* 5x4b + 2x3b : = 52 bediooms Type 1 & 2 Bdrm; 0 bdrm 5 x / ( ) 12D UNIT BUILDING.: _ * _ REQUIRED 'PARKING 105 1 5 1 � \ �" '* 0 - 7C units INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 144 P:S: INTERIOR PARKING: ;SPACES: 765 :P:S,. EXTRA .INTERIOR LANDSCAPE AREA.:REQUIRED,: 0 765, P -S./15 P-15.0=5_1 51*0.$O SOFT)= .9,180 SQ.FT. SITE CALC. U LATI O N S - 0 bedrooms Phase 1A _ 31 BD R BUILDING / PROVIDED- P - PARKING SPACES: - 909 P.S. 14 TMALBEDROOMS: , PARKING,. .0 - 9 units, (5x4b: + 2x2b + 2x1 b) = 0 bedrooms Type 3 &. 4 Bdrm: 48 bdrm 16B UNIT BUILDING: P - PER UDO MULTIFAMILY DWELLING - 0 - 8 units (4x4b: + 2x2b + 2x1 b) _ .0 bedroom's req.iaired parking; 48 p.s. 8*3(BDR +.8*1. BDR 3 & 4 BEDROOM UNITS= 1 - 7A units 5x4b` + 2x3b = 26 bedrooms Type 1 & 2_ Bdrm:. 0 bdrm -` =32 BDR/BUILDING 1.00 SPACE/BDRMS. 2% OF TOTAL PARKING SPACES :0. - .7C units (7x4b) = 0 bedrooms required 'parking: 0 P.s. Required Parking' Phase 1At 48 2 BEDROOM UNITS (BRG130 s.f:)= 1 ,- 6 units .(4x4.b + 2x3b) _ 22 bedrooms. p.s. Parking Provided :Phase 1A; 150 16E UNIT BUILDING. 1.25 SPACES/BDRMS 13. units / 48 bedrooms P.S. Cumulative Required. Parking.: 48 mss. 4*4(BDR)+4*3(BDR)+8*1(BDR) 2 & 1 BEDROOM UNITS 9 units (5x4b + 2x2b + , 2x1 b) _ 0 bedrooms Cumulative Parking Provided: 150 bs -36:BDR .BUILDING / 1.50 SPACES BDRMS _ is + 2x b + 12A UNIT BUILDING: TOTAL TYPE 3&4 BEDROOMS= .726 BDRMS 2 4 BDR +4.2 BDR .+4 1( BDR) Phase 1B `0 - :7A units (5x4b 6*4(BDR)+4*3(BDR)+2*1(BDR) REQUIRED PARKING= 726*(1.0)= 726 P.S. 0 bedrooms § v =38 BDR BUILDING TOTAL TYPE 2 BRMS <130 s:f = 8 BDRMS (.. ) :0 - 9 units (5x4b: + 2x2b +• 2x1 bj 0 bedrooms. Type 3 .& 4 Bdrm:: 52: bdrm _ REQUIRED PARKING=* :0 8 units. 4x4b + 2x2b + 2x1 b - 0 bedrooms :.required. parking: 52 :s:. Q 10 P.S TOTAL TYPE 1 &2 BEDROOMS= t DROOMS 105 BDRMS LEGEND , 2 - 7A :units* 5x4b + 2x3b : = 52 bediooms Type 1 & 2 Bdrm; 0 bdrm 5 x / ( ) 12D UNIT BUILDING.: _ * _ REQUIRED 'PARKING 105 1 5 1 � \ �" '* 0 - 7C units INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 144 P:S: INTERIOR PARKING: ;SPACES: 765 :P:S,. EXTRA .INTERIOR LANDSCAPE AREA.:REQUIRED,: 0 765, P -S./15 P-15.0=5_1 51*0.$O SOFT)= .9,180 SQ.FT. EXTRA .INTERIOR END ISLAND REQUIRED: 9.180 SOFT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED; 16..190.SOFT. 2x3b = 0 bedrooms § v =38 BDR BUILDING TOTAL TYPE 2 BRMS <130 s:f = 8 BDRMS (.. ) :0 - 9 units (5x4b: + 2x2b +• 2x1 bj 0 bedrooms. Type 3 .& 4 Bdrm:: 52: bdrm _ REQUIRED PARKING=* :0 8 units. 4x4b + 2x2b + 2x1 b - 0 bedrooms :.required. parking: 52 :s:. Q 10 P.S TOTAL TYPE 1 &2 BEDROOMS= t DROOMS 105 BDRMS LEGEND , 2 - 7A :units* 5x4b + 2x3b : = 52 bediooms Type 1 & 2 Bdrm; 0 bdrm 5 x / ( ) 12D UNIT BUILDING.: _ * _ REQUIRED 'PARKING 105 1 5 1 � \ �" '* 0 - 7C units . 7x4 ( ) = 0 bedrooms re uired r g. pa king. 0 P.s. Required Phase 18: G * * * 5 4(BD,R)+2 3(BDR}+5 1'(BDR) - - 58 P.S. (_ . )- REQUIRED PARKING -SPACES: -. ��� 0 - 6 units (4x4b + 2x3b = 0 bedrooms .Parkin. ,9 - '�`-�� Parkin.g Provided 1. Bt 0 _ 31 BD R BUILDING / PROVIDED- P - PARKING SPACES: - 909 P.S. 14 units / 52 :bedrooms. .,Phase. Cumulative. Re. quired Parking: 100 2s_ CumParkin . ulative 9Provided: ded: 150 1.1A UNIT BUILDING: 'HANDICAP PARKING: 3*4(BDR)+2*3(BDR)+2*2(BDR)+4*1(BDR), 2% OF TOTAL PARKING SPACES =26 :BDR/BUILDING 9.09 TOTAL 2% =18.18 =.18 P:S. se` 1 C, ..Phase 18 H.C. SPACES :REO IRED 0 9 units (5x4b + 2x2b + , 2x1 b) _ 0 bedrooms Type `3 & 4 .Bdrm: 44 .bdrm YP 10A UNIT BUILDING:. 18 H.0 SPACES PROVIDED (,INCLUDING _ is + 2x b + 2x1b bedrooms required Par 'n : s. 2 4 BDR +4.2 BDR .+4 1( BDR) 4VAN ACCESSIBLE H.r SPACES) _22 `0 - :7A units (5x4b + 2x3b) = 0 bedrooms —44 Type 1 & .2 Bdrm . 6: bdrm =20 BDR/BUILDING- ' 1 - 7C. units (7x4b) - - 28 bedrooms required..parkin : 9P.S. g P - MPS► 0 _ .6 units (4x4b + _ 2x3b) :- 0 bedrooms Required Parking Phase 1 C: 53 Par - Parking Provided :: g I Phase 1 C: IOC UNIT BUILDING.. PER UD _ , 0 -MULTIFAMILY MILY D DEVELOPMENT: 15 units 50 bedrooms _. ;C:umulative, Required Parking: 153 oo„q,, 4*.4(BDR)+2*3(BDR).+4*1(BDR) '1-8 YRD DUMPSTER/16 DWELLING UNITS) Cumulative Parking Provided.209 0:s, :=26 BDR/BUILDING 2*(16B UNIT BUILDING)= 32 D.0 Phase 2A 9A UNIT BUILDING: r,*a/Qnol�Lo*o/ono\ , 2*(16E UNIT BUILDING)= 32 D.0 /' _. ..... .....-` - . - HARVEY MITCHELL PW. SOUM x f v F CITY 0. F f � p 1 COLLEGE .STATION, i . a s a t� TRACT t F b VOL. 676c' tN PG / .3 s COLLEGE85 o O.R.B:C. 1 STATION ¢- . t . r. CITY LIMITS ,x ~'•: i ♦`, ♦ �x.': a CURRENT + 1 . t I. t .° A ZONING: tWfGS t xi t L11 ♦e Y / t ° � x t t J7 t b VrciNrrrMAP e If t 60 feet1 inch t t 6 � ,x a PROJECT BENCHMARK: SQUARE 'CUT ON. TOP .OF CURB ON SOUTH SITE ;NATES,; .SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF .INTERSECTION PLAN WITH FM 281:8. X= :3553461,31, Y= 1019:9936..19, :Eley 322.23 1. Name of Project: Lakeridge Townhomes Phase 3 PHASE 3Yl 4�� PARKING REQUIREMENTS 2, Address:, 1198 Jones Butler Road, College :Station, 1x total Type 3 _ - & Bedrooms 4 dooms YP 246 Per :U DO Multifamily t famil Dwelling: Y 3: Owner Lakerid e iv' L rn L: P 9 ...9 Required Parking 219 * (1:00) =246 3 &; 4 Bedroom Units -= 1.00 space/Bedroom EX, 6" 24" 6" A Texas Limited Partnership. . Total Type 2 Brms (<1.30 s.f.) 8 2 Bedroom Units BRG130 sf 1.25 s ace: SAN. SEWER (min). P.O. Box 10028 ( } p /Bedroom R GENERAL CONSTRUCTION 'NOTES: ° r - i It shall 1. all be the responsibility of :the Contractor to verify the exact location :of :ALL * /° :� existing underground utilities: Furthermore- the Contras (PRIVATE) to.r shall contact. all utlllt equired Parking - 8. (1,25 =:10 2 & 1 .Bedroom .Units = 1:50 Space/Bedroom �� :�F ` Y . College Station 77$42 - ) a Total Type e '1 &. 2 Bedrooms >_: / �� ! company representatives a minimum of 48 hours in YP 20 �.5 P.U.E.P.U,E: / _ advance of an excavation. -. .(979.). 7:39-99.44 _ * , � � , � . ' Y 4. En inquired Parking - 20 1.50 =30 Handrea Pari VOL 9515, g eer. Mitchell &: Mor an, L.L.P.( p Parking per Table :2. Section 4:1.2 of TAS: °' /, organ, _ i / REQUIRED PARKING SPACES 286 Spaces 151 PG 150 . �. � a. Contact Dr Tess ® 1-800-1344-8377 ' . i � � - p 200. Parking spaces -:>6 :Accessible Spaces Required � � 9 #4 .Bass � 1.5 O.CE,W: 51 1. University .Drive. East; Suite, 20.4: .. P q �_ PARKING PROVIDED PHASE = < -AN 3 292 S aces 200 - :300 Par _ College Station Texas 7784 " p kin Dees >7 Accessible 9 1 0 9 P essrble Spaces Required , L MORG b.. Con#actirnberl Winn @ A - RETAINING WALL 9 G Y THOS 774 2506 H , 301 - _ , ` 4000 PSI :Cone 979 400 Parkin spaces >8 A rete 260 ,6963 9 . P. :: ( ) :Accessible Spaces .Required ,. 1, .� , , � �, ,_I_" �L� "�� 401 500 Parkin spaces 23 MAX: HEIGHT C. Contact .Mike Lavender Suddenlink ' 5. Zonis • .: _ ccs >9 Accessible. Spaces / ) 846 2229 ,g,. R 4 (Multifamily) e • 9 P p _ccs Required I; d. Costa _ 501 ]000 P _ Contact Isabel 'Cantu _ T.979,26 Park spaces. >2% of Total Parkin Spaces EX. 4 SAN. BTU 82 ] 5770 Q. 6 963 9. P o � ri _ � 5 P:U:E. `F 6:. Existing, Use.. 'Und,eveloPed-Vacant _ ; e, _ .:f . ' / / ,. Pr / SEWER c Contact Mi %� �� ..% o. os.ed Use..Mwitifamil _ Mitchell Gas ©779 4460 \ \' \\ . \\ . \`�/\\/\\/ /. /� P Y: q F.979.260.3564 \ \ \\. PHASE 1 (VOL(vbL 3613, \ \ A. 1 B, 1 C 1 D 2A 2 & 3 sRVICEs \ PNASE.. _ 3. ON Y1 f. Contact Union Pacific Resources778-8525 � / . 8: ume Stabilized Subgrade\ :'.. � \.. � �• Setbacks: City of .College. Station Ordinances � L \ / .. . // \ . \ _ - _ _ P 285 Tota(T e 3 & 4 Bedrooms G ) 8. Overall Site Area. 16.4 YR ooms -. 540 0 acres PARKING SPACES. 293 Arkin s aces \ Q _i , . _: _ parking 9 . spaces ..:. [� r _ � �. Contact Rich _> TX. FIRM F 1443 .Phase Required Parkin * , _ IJ 1 .� 9 and Wallace Cs� Verizon 821 4752 3 Area. 4..08 :Acres q g 540 (1:00) 540 ACCESSIBLE SPACES REQUIREn �g� +- 5 84 .�`' �'' F h. Contact Gilbert - Martinez CSU 9. Total Type 2 Bc CE x ELectncal 764 62 Water .Demands (Per Unit . ,Min.. 0.00 m YP ms (<130 s.f.) 8 ACCESSIBLE SPACES PROVIDED 4 H.C. SPACES _ON THIS PHASE , • � .._ � y ( ) 55 S PHA__ / ;- , . t � , �. � _ F. I Willis... c STANDARD CONCRETE PAVEMENT Contact .Butch CSU . Water W - - < r •,� . - _ ,� ;:.�. ( / astewater 764 3660 �ETA�L Avg.= 1.2.59. 9Pm; Peak= 50:37 aDm Required Parkins = '8 * (1..251 _10 _ ) TYPE 3 CUR B FOR USE. :WITH. CONCRETE. PAVEMENT OR APRON NOT A SEPARATE PAY ITEM.. NTS 26 8F 9 C UNIT.BUILDING UNIT BUILDING LD NG3 21.: STORY STORY 19' 28 4" 1:0: 47810 * 2 3 = 9560 - 12564 SO..FT. , �. 28 10C :UNIT BUILDING 3 STORY 28..10: >4945 * 3 _ '14835 S .FT . SQ.FT: , , : 30 12A '12Z UNIT BUILDING 3' STORY 28 ,1 10 6017 * = 3 1 8051 S .FT. �. .. 31 UNIT .BUILDING 3 STORY ,, .:6017 3 -: 1.8051 SQ.FT. y , :. r 1.5" WEN 191M - Z i 7 3 14.84' L Wi M E 3204 Earl Rudder Fwy S. \`COLLEGE STATION, TX .77845 2. All constructionshall be in accordance with the current City. of College Stationis (C.S.) 'Standard Specifications :for Street Construction B/CS Unified Technical� PLAN &DESIGN SP,ECIAL';ISTS IN RETAINING WALL Specifications Water and :Sewer and Generals 201.2 and BCS Unified Design Details.. *' (23" MAX HEIGHT) , �� ( 9 CIVIL ENGINEERING H)3RAULICS Alf inspection shall be perfiarmed by the staff of the City Engineer of C.S. All HYDROLOGY* UTILITIES 1STREETS Y construction :shall be coordinated with the City of ,C.S. City Engineer..SITE PLANS *SUBDIVISIONS 3. In lieu of using the construction materials indicated in these plans, ' EX. 4 N. ans, the www:mitchellandmor I n.com SE Contractor shall obtain written approval from the City. Engineer for any substitution Firm //F -loos SE ICES prior to Construction. Requejsts for changes should include product information and an11'/25/14 engineers seal where applicable. The contractor shall be financially responsible for the P QF"<TFP� }+, f engineer's time spent reviewing changes and redesigning based on contractors *; requests. VERONICA J B .MORGAN r 4 4,Trench Safety Require ents shall be in accordance w-ith O.S.H.Ai Standard 29 CFR part 1926 Subpart Pand all federal 77689 ostate andlocalre ulafions. /• x /: 3 5. TRENCHING AND BACK Alltrenching and backfilling'Il' ngs Ali conform .to the TF .:•i. •. / S T E • .• � ss .• �G K specifications set out hereilaboratory,ONAI E P Testing tng hall be provided b a certified . P Y :at , the Owners expense, to ve if these standar t . P Y ds. An retesting due to substandard .r• � Y 9 and w x . 4 FIR t E 1 work shall all be _ at the ex en e f i s•' o the Contractor. � p Structural : I / a area s shall include all LINE �X` sidewalks and shall extend beyond the curb lines of all streets, alleys and parking areas. X. RSA i \ WATER .° 6. It is the responsibility of the contractor to comply with all State and Federal NOVEMBER '2014: tMETER ' it regarding constr ction activities near energized overhead power lines: Designed by: VJBM e i` Additional) the contractor hall coordinate all proposed work and rocedures with she Drawn By: JUJ# >.! <. y, P Checked .By; VJBM VAR. P.U.E. City of C.S. Electrical Divisicp. R2 , - - \ 11092/100 7. ;All materials & labor of identified as a Separate Bid Item shall be considered ,j ��_ �Ci ° :X ' subsidiary to the item in which it is used. All materials and equipment shall be both EX. 8 , i R2' M, \ furnished and installed unless otherwise noted. WATER LINE�� ,� 8: The Contractor must provide construction staking from the information provide on ( these plans. OZ 9. All soil exposed by eon truction shall receive cellulose fibermulch seeding. R15� \ �i; ,^ 10. Trenches may be left Open overnight if properly barricaded. 0I E-+ ' kyr✓ IN EX. / 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other JUNCTION Public or Private Utility, etc. are not separate -0 C�7 .BOX / � , ;�� , Y. p pay items. The Price of the adjustment / shall be subsidiary to the construction of Sewer Line, " s o ' 6 /\ �' �� rY I Force, Main, etc. EX. FIRE 12. The contractor shall .coordinate with Atmos, Suddenlink 'Communications, BTU, Q V . / HYDRANT ^ , `�`� CSU, and Verizon to adjust (the location of existing :fpcllities. (D V 8 "" ,,�'��� ��" 13. The contractor is respon' ible for raffle control.. This is not a separate pay item. `Q O EX. .6, �� WAT•� LINE -., ��\�'' '� 14. Temporary spoil areas. w 11 be identified on site by owner. Clean dirt may be ' Al stockpiled and remain onsite if properly compacted in lifts and tested for density by geotech:. These permanent fi ons areas will be identified onsite -by owner. VARIABLE �� �� P.U.E. 15. All roof and ground -mo need mechanical equipment shall be screened from view > +� R3� .11092 ,100 \� or :isolated so as not to be visible from an ; ) y public right-of-way or residential district �\\ within 150 of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. EX. . ' 16. All soil exposed by construction shall receive cellulose fibermulch seeding. -I26' AN SEWS 17, Fire suppression lines shall have a lockable lid on the isolation valve. The lockable (PRIVAT lid shall, at a .minimum supply protection as the AMRro USA LL562-WA locking lid. t _ p " �� ����• _, \ Alternate lockable lid shall , be� a rov 9 �rw `� pp. ed by Cole e Station Utilities Director or -his/her -18' % \ fry . designee. 18. Exterior Building and site) lighting will meet the standards of Section 7.10 of the >, R3' • - �, ��''� �\ ', Unified Development Ordinance. The light source :shall not project below an opaque `_ housing and no fixture shall (directly project light horizontally. Fixtures will be mounted �> N W, .FIRE � a s � ', v � in such a manner that the projected cone of light does :not cross .any property line. Of i< H RANT ����(, 19. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. - _ a O 20. Contractor shall mount a placard :with the word FDC on Freestanding FDC's stand (Per Fire Marshall). I 1� 21. All storm sewer and sanitary sewer being constructed with this siteis Ian private. a P Pi f G � 22. All Water Meters will be 1;5" unless otherwise noted. (L 23. All dumpster enclosures .'hall be 12'x12' interior clear space with no obstructions. : Nva �ai� V) o 1 } CJS 2 9 UP 24. All building types are typ 1 V -B with a maximum fire flow required of 1500 gpm. a N �C 25. Contractor Shall mount a�1d install a Knox Switch at the "Exit Only" gate to be: �Q accessed by .C.S. Fire Depart �l est. from Holleman Drive.i o N i G W xi X. \N STOR' DRAIN: s ,I �� `. • I'� , 4 � 1 f M GOLLtvEE O i CION DEVELOPMENT SERV /,. <=' FLAT PILED:_ �....� ��.. re -A , 0 Aj5" til (� vol rRtJiV.l JIUC {+ CU o • ,CD 2X4 TREATED-__/. -�-- SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE cw' . *'`A LANDSCAPE POST viii! TRANSFORMER PAD ae: TREATED F 11 ELECTRICAL SWITCH GEAR 2X4 TREATED OE OE is f CEDAR FENCE !r1tI�11) I PLANKS 2X4 TREATED Cil f M GOLLtvEE O i CION DEVELOPMENT SERV /,. <=' FLAT PILED:_ �....� ��.. re -A , 0 Aj5" FIRE :DEPARTMENT CONNECTION WATER METER {+ WATER VALVE 9N FIRE HYDRANT -�-- SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM 'DRAIN :CURB INLET 6 viii! TRANSFORMER PAD ae: ELECTRICAL PULL BOX F 11 ELECTRICAL SWITCH GEAR 01, !r1tI�11) y t ithr,i It f M GOLLtvEE O i CION DEVELOPMENT SERV /,. <=' FLAT PILED:_ �....� ��.. re -A , 0 Aj5" FIRE :DEPARTMENT CONNECTION WATER METER {+ WATER VALVE 9N FIRE HYDRANT -�-- SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM 'DRAIN :CURB INLET RAMP .WITH ADA :PAVERS viii! TRANSFORMER PAD ae: ELECTRICAL PULL BOX F 11 ELECTRICAL SWITCH GEAR f M GOLLtvEE O i CION DEVELOPMENT SERV /,. <=' FLAT PILED:_ �....� ��.. re -A , 0 Aj5" —� .NOTE:.. - - DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE 6"MIN:. MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. FABRIC-'. SEGTIOIV 4A sUecRAnE MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE. 6"MIN. DEPTHSTONE All VARIEB [ASTM D446. 3" TO 5" [ASTM .OVER WITH SAME SQUARE - 6p'TO 1UBr� FOOTAGE. - OUT W�MS' EXISTING: STREET' CONSTRUCTION. EXIT SLIT CONTROLic j� DATE DET/YL NO. /i Crtx or BRYAN. EMS UNIFIED CYTsorCouscD9rnnoh T. y ,, ,�n, AUG. 2012:. STANDARD DETAIL I SWPP1-02 - _ "' TG=322nne 2"X4" WIRE MESH FASTENED TO T -POST< SEDIMENT CONTROL FABRIC - FASTENED SECURELY TO TPOST&WIREMESH - METALY POSTAS : 8" OF FILTER FABRIC TO EXTEND REQUIRED TO INTOATRENCH AND BEANCHORED MAINTAIN VlITH.COMPACTED BACK: FILL - - SPACEDB'APART - 91LTFENCEANOfOR ALLOW 2.6'TOS'ATTOE OF 'SLOPE FOR SEDIMENT TO .HAY'BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW ON OF FLOW NATURAL.GROUND.. / r OIRECn 4" 4"X4".MIN.TRENCH 4"zz' ` - SILT FENCE ASSEMBLY DATE - DETAIL W. C17Y OF BRYAN ,AUG. 2012 BIC$ UNIFIED Cirvoi7-Ts EglATror rkrq.rUsn,..ps� STANDARD DETAIL SWPP1-03: —� NOTE; - - I DRESS.WITH'ADDITIONAL STONE AS NEEDED: STONE IS TO BE 6` MIN. - MAINTAINED 30 AS TO PREVENT . - CONSTRUCTION -TRAFFIC FROM TRACKING MUD ONTO ADJACENT - PUBLIC STREETS. FABRIC SEG�7!)I�Tf1 A SUBGRADE k MINIMUM 12- SHALL BE FULL - WIDTH.OF SITE ENTRANCE, S" MIN. DEPT NE OVARIES (ASTM EF 3" t0 5" GE07EXT, E FABRIC .1 p0' - WITH SAME SQUARE _ 6p. TO l FOOTAGE. .-:R: � q- 4 A 4"X4" MIN. TRENCH EXISTING. STREET CONSTRUCTION EXIT SLIT CONTROL SILT FENCE ASSEMBLY GATE DETA7L NO. � n Crr.v u.F BRYAN BICS UNIFIED GIS OF(gLiFC{SL1SYOr DATE DETNL ND. AUG. 2012 STANDARD DETAIL SWPP"l. - - Cr»'oi<BgYnN B/CS UNIFIED GIY,OF.G7Limksm". AUG.AUG"`1.01'1_ STANDARD.. DETAIL - SWPP1-03. 2"X4` WIRE MESH - _ FASTENED TO T -.POST _ " SEDIMENT CONTROL FABRIC FASTENED SECURELYTO T -POST & WIRE MESH -METAL?-POST - REQUIRED TO. AS :8" OF FILTER FABRIC TO EXTEND MAINTAIN INTO A TRENCH AND BE ANCHORED - SPACED 6' APART WITH.COMPACTED BACK FILL -SILT. PENCE ANDIOR - .HAYBALESTOBE . ALLOW 9.6'To 6'ATTOE OF CSLOPE FORSEDIMENT TO _ ACCUMULATE. ALIGN FENCE - USED IN AREAS OF DRAINAGE FLOW i ALONG .SLOPE CONTOURS. / �/ CTI OF FLOW NATURALOROUND.: . DIRE .-:R: � q- 4 A 4"X4" MIN. TRENCH EXISTING. STREET CONSTRUCTION EXIT SLIT CONTROL SILT FENCE ASSEMBLY GATE DETA7L NO. � n Crr.v u.F BRYAN BICS UNIFIED GIS OF(gLiFC{SL1SYOr DATE DETNL ND. AUG. 2012 STANDARD DETAIL SWPP"l. - - Cr»'oi<BgYnN B/CS UNIFIED GIY,OF.G7Limksm". AUG.AUG"`1.01'1_ STANDARD.. DETAIL - SWPP1-03. a a :. . QQ t,d Y t .:. E X X..� X OE X X�[' !e - X ... 1 .. <,:. ,. li,•,:TS=31753 _ _ 0 , 6 SIDEWALK -:, , t R r_ 6 SIDEWALK p 1 t —� — T UT UT UT UT UT UT _ UT UT _ ltT , TS=3, Sso .+ UT , ., . TS=317.31 fi w _ _ _ ♦ gos 6 _ SIDEWALK i - \ -- -----. -. - _ — r TS= 3, 7x7 N _ , urLLJ \ . - _ _ :. - it I']!ll /lilt— nn� nv—' � t `0p In ------- - - - - - - -- _ - 6' SIDEWALK 32 6' -SIDEWALK SIDEWALK BY ---__ - - --------323----------- - "-OTHERS------------ -_--_--- ---- ----- - - - - - - Co ---- -- -� 326 Co a Scale: 1 , I�1 inch = 30 feet_i , M MITCHELL I. MORGAN T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 Earl Rudder Fwy S. COLLEGE STATION, TK! 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY *UTILITIES STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorq6n.com Firm #F-1443 11.%25/14 OF :..... ....................... :.. *. VERONICA J.B. MORGAN ....................................... o'•, 77689 O Aon T SSS;ONAL ,• EAG\• �i• vvp- Y! NOVEMBER 2014' Designed by: VJB;M Drawn By: JUJ1 Checked By: VJBM t; l O P O Ei LL_ a� � a o O U °- d o U W 0 Q) N tM� N c m I Z a f,......,'.... I E o a a to r' v El C9 I �o � N X12 N C !j i. �I O� Co N �I N ZLJLJ Q U ml D Sta. =4+52.69, F/L= 317.35 8"x4" M.J. TEE 50.59 L.F. OF 4" PVC FIRE LINE j.: 4" M.J. GATE VALVE & BOX WITH USA LL562 LOCKING LID OR APPROVED EQUAL. 120 Sta. =4+55.39, F/L= 317.32 8"x4" M.J. TEE, 4" M.J. GATE V LVE & BOX 49.19 L.F. OF 4" PVC WATER LINE SERVICE INSTALL 1.5" WATER METER 1 1.5" WATER METERTM ,.., .... ,I. 326 T.979.260.6963 F.979.260.3564 TX. FIRM # F— 443 3204 Earl Rudder Fwy S. COLLEGE STATION, TX 77845 I, PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS *SUBDIVISIONS I! www.mitchellandmorgan.com Firm ��-1443 11f25/14 ........................... VERONICA J.B. MORGAN ............................. 77669 . . 0% S Te SS7aNAL.E�G I - II E _ I 4 NOVEMBER 2014:' .Designed by: VJBM Drawn By: JUJ:' Checked By: VJBM O r EI N � O n d O U I C 0 �I CO i N V. C 9 a I Z a E EXISTING GRADE 3 � a I EXISTING GRADE Deflect Wate � Line O IF! INAL I Lqa 44( 324 Li J ��fivJ Ci`^I Z Cl - RADE ii �l ii �I I� t� �I I (I r j 20' VERTICAL CURVE I _•-. � 8" GATE ' G1 = 0.643%, G2 = -1.082% r� L ` FNA VALVE BY Rb =1159 Rb Minimum 20 400 -- - --� GRA[ OTHERSI High Pt. Sta. 1I+17.46. I I — 1011ZHigh {. Pt.. Elev. 328.40 322 I 2-2" ELECTRICAL - I CONDUIT BVALVEE i I Sta. =2+61.05, F/L= 321.06 St =3+19.6, F L= 318 i 77 o " 0.6439' ` 8' 4" M.J. TEE I ,. I I I 29.43 L.F. OF 4 PVC FIRE LINE m :: I 320— w ; I J z I w 8" � W. L. �Q �� BY 0 7 OTHERS OT IIz ii0 U - i i =1.08290 . i 318 0 J z Sta. =2+53.8, F L= 19.5 i f U- �' U- 0 8 74 M.J. TEE, 4 M.. GATE VALVE & BOX _ x I I ' N ( C � o v 1451 L.F. OF 4" PVC WATER LINE SERVICE w 0 m I I 00 = + w + i INSTALL 1:5" WATER M ER p f— i w °J' z II Z it o I ^ °� .� � w Sta. =4+52.69 F L= 317. 5 - II z _ 6 0 60 i I I a 8"x4" M.J. TEE 316 0 0 I w 1n m 4- z w Sta. =2 56.5, F L= 319.47; v x > I _ Sta. =3+22.3, F L= 318.76 50.59 L.F. „ OF 4 PVC FIRE LINE - 1 Oo 00 o j I i 8"x4" M J. TEE I - OG - 8"x4" M.J. TEE, 4" M.J. GATE VALVE _1 BOX _ �X¢ z i 15.04 L.F. OF 4" PVC FIRE LINE N 27.85 L.F. OF 4" ;PVC WATER LINE SERVICE j + w w ! + �_ -; INSTALL 1.5" WATER METER Sta. 11 > 0 i I II II I I M J. TEE, 4" M.J, GATE VALVE & BOX I � o i 49.19 44!.F. OF 4" PVC WATER LINE SERVICE cno:m i 0 6 N i INSTALLI 1.5" WATER METER 314 I w cv — I N I I 00 00 q. I 00 00 O �In d O O I t0 �� N C) I n M O N N O N CG i N O N 1 O r 0i 100 ^ 1� i M M t7 M M I M M T t7 (II M II JJ U- II U. ! I I II J1 LL II J U- II J LL �J , II LL � II J u- IJ 1 U- II J LL II J LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Sta. =5+41.39, F/—=l 316.39 8"x45' M.J. BEND Sta. =5 0.6 =I' 316 29 +5 0, F 18"x45- M.J. BEND L IO tU ILL 5+00 318 M M 0 Y: W 1314 iO 5+60 MITCHELL T.979.260.6963 F.979.260.3564 TX. FIRM # F— 443 3204 Earl Rudder Fwy S. COLLEGE STATION, TX 77845 I, PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS *SUBDIVISIONS I! www.mitchellandmorgan.com Firm ��-1443 11f25/14 ........................... VERONICA J.B. MORGAN ............................. 77669 . . 0% S Te SS7aNAL.E�G I - II E _ I 4 NOVEMBER 2014:' .Designed by: VJBM Drawn By: JUJ:' Checked By: VJBM O r EI N � O n d O U I C 0 �I CO i N V. C 9 a I Z a E 3 � a N u7 DI Z O, to M N O IF! I Lqa 44( Li J ��fivJ Ci`^I Z Cl - 0 ii �l ii �I I� t� �I I (I r PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31. Y= 10199936.19, Elev= 322.23 1 3113 322 326 320 T.9791126 318 322 316 ��_ --=_ _....._ ......................I 314 F.979,1112 6 312 316 310 314 308 312 0 TX. FIRM K-�A�� j 3204 Earle Ruc x FIRE COLLEGE STATIO _ 1 3113 322 326 320 T.9791126 318 322 316 320 314 F.979,1112 6 312 316 310 314 308 312 TX. FIRM K-�A�� j 3204 Earle Ruc x FIRE COLLEGE STATIO _ PLAN & DESIGN (DR 14 - AWWA C-900) (' HY°RAN CIVIL ENGINEERING 'y HYDROLOGY �J LITILI SITE PLANS * SI 4" PVC (DR 14 - AWWA C-900) r 1 www. mitcheIllanc Sta. =1 1 +65.48 (WL— B) _ Sta. =02+80.08 (WL—A) 326 P�E.OF F/L= 319.21, 8%8" M.J. TEE 2-8" M.J. GATE VALVE & BOX':` SEE DETAIL SHEET FOR EMBEDMENT 7 \\\ VERONICAJ.E ....................... i o�7768 324 ST — — ' -� — NAL �� Nai 3Z4 3113 322 326 320 324 318 322 316 320 314 318 312 316 310 314 308 312 328 328 i 7 T 3L TAvvr j 8» & 4» WATERLINE *"R FIRE t ' G 8" PVC (DR 14 - AWWA C-900) (' HY°RAN 4" PVC (DR 14 - AWWA C-900) 1 326 326 SEE DETAIL SHEET FOR EMBEDMENT 326 324 324 — — ' -� — �� 324 4" GATE 8" GATE I VALVE VALVE .� I I 10 322 322 322 ^� d r►' h, I I 1 I II' 320 320 320 0 252 0 i i 318 318 318 ' i x O O m� x0 w m� m w W j Z w w J ui M J w J w �i W 316 316 w Qz w Q? z 316 II J 0) I - �` i`"Q x 1' o, � W oo Q w F-� "� N ` W NQ�-0' wo UJ I^ �O c� W }' O HJ 0] I) wx w 0 1-m �I _ xLL W S'w I d1 ajC%Qw v �w .ice?Q� �3w � u m..--; - d' U J V I M U U� J UN W W I Q W JNd Ll o (LM J4 0 J� D D' iL\�dQ �Q 3�:S000 314 314 ` Lij t- I �` ~ w Z w Go -314 6 E- � LL (�j W u- � ~min i 0 W u- (o c6 w u- S' c6 c6 Lu W w Q LL d. 0 (D�N0 W w0 coF-O u') IId� -1 II. �J J it J •-� II. JJ is-�-1W li, O�� II II p cq 00Q X h h 00 OQ d F- +II x�x_ M N 07 't II_ 00 312 312 (n W� -7;4 z (nd x� r7 �d 4 t�Z is I i I ( tntnfiN 312 -Z� rn Ip I N i°' N I N - N 00 Irn of of ai ai t+) II t7 M T r t7 M r ro U-- iJ J iJ J J 5+25 5+50 6+00 6+50 7+00 7+50 7+65 8+25 8+50 9+00 10-+-00 10+50 11+00 11-+.Sn 11 7�i Alignment WL -13 GENERAL NOTES LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH, AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF Y2" BELOW ADJACENT PAVEMENT. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION OR BETTER. LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES. LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR UTILITES. HAND DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, OPEN HOLES, ETC.) ON A DAILY BASIS. UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. LANDSCAPE NOTES 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE) ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON THIS PLAN USE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. IRRIGATION NOTES AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHALL BE INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. IRRIGATION SYSTEM TO BE PROTECTED WITH A, DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY OF COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 0. > EX. GATE VALVE Lan IUACIN judpu SECURE TREE TO STAKES WITHCreations o HOSE AND WIRE AT LOWEST akerideg o CROTCH OF LOWEST BRANCH 12 GA. GALV. WIRE WITH BLACK se 12915 State H �11'ty 30 TOP OF ROOTBALL TO SIT I RUBBER HOSE TO PROTECT College Station, TX 77845 SLIGHTLY ABOVE FINISHED TREE GRADE, PLACE ROOTBALL ONI SUBGRADE 979-77 1-3 - 6'(MIN.) LONG DARK GREEN 3" HT. WATER RETENTION I j "T" POSTS. INSTALL STAKES BASIN i I MIN. VINTO UNDISTURBED J X 25.0 SUBGRADE. DIG HOLE 1.5 - 2 TIMES WIDER 2" LAYER OF H HARDWOOD THAN THE ROOTBALL WITH RK BAMULCSLOPED SIDES. FINISHED GRADE roiTe 1w @ 11" LAYER OF COMPOST ,_._-II'� W! .. /f // III- = a E . Iq LJ N VE SOIL,,, I �H BACKFILL WITH NATI SUBSTITUTING WITH TOPSOIL IF NEEDED. I_z_-.1 I 1=1 I I I I I FFFI I 1 1-11 b it :-I I I_=I I F .......... 1=1I1 =1 I I- 1=1 I IEEI I 1=1 I I d : I . . I I IEI I iEEI I I iE1 I 1=1 I I='I 1=1 El I IE�I I I� UNDISTURBED SUBGRADE =1I I IEI I 1=1 I 1=1 Hill :Ei I @ 1. TREE PLANTING DETAIL NOT TO SCALE p 0 0 10 0 TILL EXISTING SOIL TO A DEPTH OF 6", AND ADD A 4" DEPTH LAYER OF PLANTING BED SPACING PER PLAN MIX. PLANTING BED MIX TO BE A 1:1 r..... ..... ..... . . .. ....... ... COMBINATION OF FULLY COMPOSTED ORGANIC MATTER WITH TOPSOIL. 4F, ARVEY M1PARKWAY (FM 2818) L L TOP OF ROOTBALL TO BE Harvey Mitchell I�ar��ny o °o.,.o. o SLIGHTLY HIGHER THAN FINISHED GRADE COVER BED WITH 2" LAYER OF HARDWOOD BARK MULCH Lakendge Phase 3 Vicinity IVIap PLANTING BED SHOULD BE CROWNED AT THE CENTER ff UM . . . . . . . . . .. . . . . . . . . . . LANDSCAPE STREETSCAPE CALCULATIONS STATE HWY 2818 STREETSCAPE: (396750) X 300 PTS = 2376 PTS 2. PLANTING BED DETAIL NOT TO SCALE (396725) = 16 CANOPY STREET TREES REQUIRED HOLLEMAN ROAD STREETSCAPE: E (1113750) X 300 PTS = 678 PTS <<(113732) = 4 CANOPY STREET -TREES REQUIRED FOR LJ POINTS PER PROJECT AREA: EX. 18" 15' P.U.E. A nsa A 177 704 0 0 M -r OF IT EWER (VOL 3613, PG 285) 177,724.8 / 1000 177.72 178 x 30 = 5,340 PTS 1.1 TOTAL POINTS 8394 PTS DEC 2014 CULLLUL %;o i ^I ION \0- 10% POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT (-839 PTS) A* DEVELOPMEN ACES 18 18 -ss 18 -SS- -SS-- - 0 3-12'x TOTAL POINTS REQUIRED: 7,555 TOTAL POINTS PROVIDED: 7,830 PLAT FILED: L PROPERTY LINE / FENCE LINE x_x�x_x-"0-r DUMPS' \0 T J I PE POINT DISTRIBUTION PLANT SYMBOL KEY AND LANDSCAPE 00 .1 SYMBOL SIZE COMMON NAME QTY. POINTS TOTAL BOTANICAL NAME EACH POINTS CANOPY TREES LE 2.1 "-3.4" cal. LACE BARK ELM A 16 150 2400 30 gal container min. ULMUS PARVIFOLIA HARVEY MITCHELL PARKWAY (FM 2818) STREET TREE LO 2.1"-3.4" cal. LIVE OAK 4 150 600 30 gal. container min. QUERCUS VIRGINIANA HOLLEMAN DRIVE STREET TREE LE 2.1 "-3.4" cal. LACE BARK ELM A 10 150 1500 30 gal. container min. ULMUS PARVIFOLIA LO 2.1"-3.4" cal. LIVE OAK 0 11 150 1650 30 gal. container min. QUERCUS VIRGINIANA SHRUBS 0 5 GAL SEA GREEN JUNIPER 138 10 1380 3' spacing JUNIPERUS CHINENSIS 'SEA GREEN' 3 GAL INDIAN HAWTHORN 337 3' spacing RHAPHIOLEPIS INDICA 3 GAL KNOCK OUT ROSE 55 ROSARADRAZZ' TOTAL POINTS PROVIDED 7,830 LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass Texas Lan scape _ Creatio Is .12915 State Hry 30, College Station, TX 77845 979-776-8873 3 1q > : �X 4 �?AN . � REVIEWED FCJ 4 EWER S�' ICES ;I\ COMPIJANCE ;'Y ON Q DEC 1 12 01 r -A + ;y DEVEOPMEN /" ` ' �\ \ i °c PLAT FILED: Lo AN \i\\ 4 / \F INS Adak& \ '\LLI � \ i+ � \� i• LO P y / 3 K l ; CIO LO Cu ry 5 P. U . E. � K �\ ®\,� � ��=--�o - -- . -�s i / � VOL 9515 +, Q� 6, SA `,�,, '1.3 JU C -TION PG 150x' Q \ +�+,�! S R SER pG C1 co- f3 >` \ (� �� \\ K _x x -x .__ _..__._...._....._....._.. _ _... - t- ``1s'` E /\ . • O \\ / \ K HYD 01 p \ - �l v E _—._...... - .._..:. _..._ �� 7 R o- PLANT SYMBOL KEY r; V LO en 2 3— -2x 4 V' - f . \ \e DU�IPSTER e - - z - \ X -x -x- x -x-.x_x_._ _ x_x_.x_x_xr x _ .1 x- x xrxPADS <u x- . \\ 6 6"\\ Issued: 0 Q , AN. SEWELn R\ ,` 0 W - — PRIV October 16,2013 _. c : : i : : V _.. � Z - .... ............. _ i T ,I I � y� \ �D— II Revisions: LE L 5 CSO 'V K _ . J: m _-._:.. r;• 10-24-14 Ian ch anges K - ._...._...._..__..... —_................................................_ . o°°°° d, til 4. K K K K K 4, J �= 5 1 1 5 _.._.._._ .._...._..._. .................... .......__._............ LE J A Z i ANE ii ,J ' I - 3N ' .� _ 3 3NV 1 3113 r r LANDSCAPE PLAN WL �. V I 323 — 3P -dl 32f1� �Ntt� 32j1j !b 32i1� 3Nd1 3�iij ]INV IJ CNV 7 3211j3NVl 323I� 3NV-I 3�JI x LANDSCAPE 0 20 40 60 - ;< PLANr•,vle Scale: 1"=20'-O" 3NV, _231. MATCH�INE L 3 1 2 3 3NV-I 32i1�' 3NV3 32313 3NV-I 32313 3NV . 32313 3NVl 3231.3 3NV 3231) 3NV 1 231 J. 3NV 1J 3 3NV 32'I� 3NV7 3L�.13 3NV ! , 32313 3Nb3 311 LE 6� L 2 j T LE ' - LE / cl",% //- 9fAl i ,i , ii PLANT SYMBOL KEY L L LACE BARK ELM (STREET TREE) LACE BARK ELM OO SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN' INDIAN HAWTHORN RHAPHIOLEPIS INDICA LO 0 LIVE OAK (STREET TREE) LO LIVE OAK O © KNOCK OUT ROSE ROSA 'RADRAZZ' LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass LE 4� Aa'1- O z Y i' Y, , zZ � v c s / :.. LANE FIR_ LANE LV. r. )t'.��� / ti - 0. �b 3NV� 32313 I �F �N�/l X2313 1V 321 � 3Ndl .3231 CA r•"�' ,-,, �' �, 3NVl 32.113 3Nb-i 32113 3fdVl 132313 3i�1�1 3N1� 3N h \ 7 n LINE L�1 I ..,.. ,.-. 1 MATCH LINE L 2 3NVI 32113 �Nb� 323 3NVI 3` !.� ® �' f LE 6} 13 ]NVl Z�IJ 3NV 132313. INV-] 32313 3NV�1 32313 3NV i 32113 3NV-I 32!13 3NVI 3211 ! 3NV 1 32113 INV 132113 3NV3 32113 3N'd7 3211.3 3NV3 _2313 i -' , �.;•. ` LE �. Lai i I LE I ! t F .i ! m ` _ , i I i i i i t T> o0o i I .... \• _ ........ _.........' 'd ..� Z Opo e : [ " I W r*� °°° 4 4 4 4 3 4 4 _. 4 5 4 5 4 3 O rr c� K r, t - ,i LL -- _ K K K i t _ r" rr t. r7l if if Z N,. ._. in. J G EX. i { �, 9C UNITS BLD f; �}; w i , 1 C UNITS D ii�BSL G �I �, .�. ✓�_�} ,I: W ! 1 _........... _........ ( -- j i i j X 4 —... ..... /.� off.., __ ____ _-_ __ _ __ _ ___ . r _ WASE�52 s. � M. x x I � " x x � x � x i - . �� •1:::c1r": > '","�� '•r' I_. ! ! I I � I � x I ! I 1 x I I I f _ _ ! I I x x _ I 1 M I� x x x _. I ,.r x - r „ I I N I x -x l -x-x- - l_ x x x K I 2-• ?£'VL GPS J— - 2 4 ( - 12-P °. 12 -PVC - -= - - - =-x-x-x- x - L ' i 2" .PVC. r x x x , x -x -x -x- l_X_x-� - - 1 -} x _ _ L� Sc= x } . xSx—x—x x—x x—x—x—x—x—x--x—x—x— , x—xLx—x—x—x— x—xlx—x— / , N ..... ...-_... .....__ { { I x 7S=x: - ' x—xL x—x--x••:, — _ �_ _R—i_-- _ _-}f ( �i- ;,,� � � ',-�=�=x�`�-'�=�='x -=R=f��'X - � x ",�_• _' - �X--rr%x _ Tl x x x x G° x _ x —! I X— ! f r•i _....._.... ( I 1 x 1 I I I I x x I I ! I ! x x ! i� �,- I I _ _ �.- i' M I x x x 1 I 1 x I I { I, rz W x x x x x 1 Ili `' r I X I I I -- - x x I 1 I I x I __ -r- — i x x x I I - --- -- --- -- -- I n If M I : ; ; : I _fir.. _,fir. T i; : i I i 1: ', 1 ! i{ I :: i! i1 ;: x �'f it li i! ii - ! - r�� ....4, i it jl 'I , - i� �' ....II i! i! - li - - T .(�z, I.I ; l - i! i li I Ii RANSFORME.. i i! if ! ii i tl fy---_-------_---. it i II If I�'�'.I i �1 li it li ii ...._ : .: L it II ' +I !1 I' ! I; _X 1' .., ( P"A S- - I; i�Of r7 I i Iif _._._ } li �.LJ t j i i !i � it 1 n I I i t I' l Il I 'I II ;, ii It li °., i i; _ __. I iI .j ,, jl II ro li :; i. NW f— li ,i. It ii I'- �i ; ,� { L+ - i. it !i if li. •': }: i -i .7 [ I it I! it it .�. h. i i' 1 , i' II M ETFR - 12 A UNITS B L 12 ;; _ y{ hW •„ ,i :: i ,; I) it :, i, :i i. I!. .i !: - - - W Y ii tl .i ii i� II - i. ii ;! - i; _ ..._ i; - i!ifif i if Z __ [n ti !i` jit{ ��� '�•� II !I i / - !I �il ii i -�— - i. - - --- Ir r. ! j } I • / .............._ .... �: I!! .....L.. } I :...,i if ♦ i }r('' .I c.. it t I ; ...._......._._.---'-'_: - / i ii �� _a _ __ _ - -- - - - - 9 i T ........... ... L_... I � K K � .__.. K K _-...., K K K - .... i i� , 4 K K K K K 4 4 K K K K _.... Z_...... _._..._.._ _._. -- - _.__._ W r 3 3 5 5 5 3 10 6' i - �.-- R 4 _. r I W 4 i 4 6 -- EXI WATE { 1 Y �•-� ?w....+ i I ,/ i f i i i _ i I i i { i 4 C ! Y i. _. ........__'typ,, ( i ; •.r" '., i - t j ' i i i ; i { it l . `�"d% - W ;j ✓_ i ! i i ! �i 1 i t i - - - I 3 i t , Li E 1 I '--- z— z" PVC C TP _ cs ' z— z" I?vC cs' z' c — i O � —. -- VC iS — —2-' 2" PV CI CS — —2- 2" PJC ® j '� I 11 /f _l CS - _ PV CS - - 2 2i., P � azo 0 Streetsca ( - ® 1 i {. I i i it r i r� LY LA2CANt F"i--SAN I - FTiiE"`�ANE F'tiE` tXCNE FI FIDE IRS RE"L1C( RE - E F W 7 Ft�� 'CANE c A ".. 4_AN�A�S'f:f� T~` �LI N E }' a .. Q G5 - �� i TEMPORARY. �r W 2.� ;t a �n.H-1 AHI; MOMMM ':1NV I GENERAL NOTES 4 it LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH, AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. d o / Texas Landscape. Cr LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. SECURE TREE To STAKES WITH akerid a eatlOps o a HOSE AND WIRE AT LOWEST l.1 y /� ®' DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER o �- a d o " CROTCH of LOWEST BRANCH , o INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF %2" BELOW ADJACENT PAVEMENT. TOP of RooTBALL To sIT W se 12915 State Hw 30 • do o d 12 GA. GALV. WIRE WITH BLACK -- � y RUBBER HOSE TO PROTECT �College Station, 7 77845 SLIGHTLY ABOVE FINISHED TREE II .LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING GRADE, PLACE ROOTBALL ON IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. SUBGRADE 1 —3 - 6' (MIN.) LONG DARK GREEN ♦ /' �� 979-776-8873 3" HT. WATER RETENTION ! "T" POSTS. INSTALL STAKES x 1 ' c ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION BASIN ! I MIN. V INTO UNDISTURBED 32,5.0 , OR BETTER. ! j SUBGRADE. x O ! , ' DIG HOLE 1.5 - 2 TIMES WIDER , LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES. 2° LAYER OF HARDwooD I ! THAN THE RooTBALL WITH SLOPED SIDES. t t BARK MULCH { LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. FINISHED GRADE -------- EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE z4 1" LAYER OF COMPOST -, I i - o ■ RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR UTILITES. HAND F: =1 I I—III _III ;III=,1 I , r - 21 DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. BACKFILL WITH NATIVE solL - ! - I III -11 _w SUBSTITUTING WITH TOPSOIL IF NEEDED. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, =11 I—I 1( 1`f1 !— I - ! I—_ !I I OPEN HOLES, ETC.) ON A DAILY BASIS. I� III -111 i—III=f I I.I I I—f l l ill -III -1 L UNDISTURBED SUBGRADE � •� � � •� � � � � ,� ., t 1=1II-- =1 I I:--1 [Ed 1 I I= - UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY =1I I -1I I CL , CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO 1=III=I-�I =�I1=III-III-1I I-1I�'-111=1I! 2 t p FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. I� •I ! ISI I I �I I I.. I I I--III--1 11--, I I � 1. TREE PLANTING DETAIL t NOT TO SCALE O �� 30 3,62) .LANDSCAPE NOTES - _ 0.. 0.. 0 0 0. �I 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE OR TILL EXISTING SOIL TO A DEPTH OF 6", AND Q , PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, � � SPACING PER PLAN ADD A 4° DEPTH LAYER OF PLANTING BED ....� DRAINAGE AREAS, PARKING LOT - MIX. PLANTING BED MIX TO BEA 1:1 -- — — -- — — — - — -- , SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON COMBINATION OF FULLY COMPOSTED ! I THIS PLAN USE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. ORGANIC MATTER WITH TOPSOIL. a - ARVEY MI�CHELL PARK WAY (FM I 2818) TOP OF ROOTBALL TO BE HarveyMitchell �ar�YnySLIGHTLY HIGHER THANIRRIGATION NOTES t" FINISHED GRADE AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND L o ` =- AWN AREAS SHALL BE � "'� COVER BED WITH 2" LAYER OF Lake ri d e P h a s e 3- VicinityMap INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF .00CUPANCY VhILL BE ISSUED.HARDWOOD BARK MULCH I RIGATION SYSTEM TO BE PROTECTED WITH A DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY D A CANTING BED SHOULD BE • CROWNS T THE CENTER OF COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION •• •• •• ••••••--••••••••••••••••••••• AS PER CITY ORDINANCE 2394. I LANDSCAPE / STREETSCAPE CAL ULATIONS STATE HWY 2818 STREETSCAPE: (396750) X 300 PTS = 2376 PTS (396 /25) = 16 CANOPY STREET TREES REQUIRED .:.�� 2. PLANTING G BED DETAIL, NOT TO SCALE r; YJ Tom. HOLLEMAN ROAD STREETSCAPE; 0. (113750) X 300 PTS = 678 PTS EX.AT G E 0 13 /32) = 4 CANOPY STREET TREES REQUIRED i VALVE _ EX. 18 15 P.U.E. - ' POINTS PER ,... PROJECT AREA: j i8 Acres = 177 724.8 S FT SANITARY SEWER(VOLVOA 361 � PG 285 Q OF81TEf:. c�/� _177.72_r (I : 177,724.8 / 1000 K-. ` 178 x 30 = 5,340 PTS TOTAL POINTS = 8394 PTS 00 10% POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT -839 PT 18-cS 18 -SS �18-SS 18 SS 18-.88 . ` ,\ x TOTAL POINTS REQUIRED: 7,555 TOTAL POINTS PROVIDED: 7,8307_12 PROPER LINE PROPERTY LINE / FENCE LINE -�' -.. O x.w..K-x-.^•-x x--x-z.�,�x-x-x-�r.w-x-_n..,w-z .. ! x-x+r�x-x .�..� x x->!..••.-x-x.rw..'x-x % . ..M.+-x-.w�-x-.www-x- x-x-wax-x+•r,.�a-x.. x-�� .. �� ! 0 ��� DUMPS' x I 1 { 1 x x x x ! x r \ PADC 0 1 �• x ..; ; x x ry�yrr�� i I 1 I I 1 PLANT SYMBOL KEY AND LANDSCAPE POINT DISTRIBUTION W x 'i `} P. U. E. x x �._..--------- -- `'LE SYMBOL SIZE COMMON NAME POINTS TOTAL Z - W ( o -------- — -- — w QTY O l( c r: Q N BOTANICAL NAME EACH POINTS i w o l ..7 P.U.E. t i ' OO noo CANOPY TREES N (VOL. 11092 \' ! LO PG 100)®, s - O w a 22 LE _ o W 2.1"-3.4" cal. - - •�+ LL LUO)- _ UNI T S D I' LE 30 gal. container min. ULMUS PARV FOLIA 0 0 l - IIE ----- -- r HARVEY MITCHELL O t._...._. I ............... ..� ® u..c ........................ PARK -____ _ _- __ _ _ i_ _-- 5 _ _ ......7 -..._...._.._.__. WAY (FM 2818) 5 5 t._....._...._._.__....:; - _ T • �� '�'-+ 9 5 _:__..___:,._:::-:--... _ X STREET TREE 5 9 5 5 µ : a� u 0000 N W ^ 1 O N W ,N ,� LO o „ ,� - I rn v O 00 2.1 -3.4 cal. LIVE OAK 4 o 0 150 00 O 30 al. cont' 6 - QUERCUS VIRGINIANA D7 <� LE • ` � • 9 r min W i I HOLLEMAN DRIVE : i R i ST TR RE V! ET EE O p 2 LJ v cs v` cs 2- -: ra'Vc; � .V S - CS _ 2 22'' J �S C$ 2 22" LANE V� V �S ;S FIRE LANE FI 2- � ' ?��r� Es N. w,,,,�_ Gl R LANA FIRE LANE FIRE LANE F IRE LANE FIRE LANE I 2 Es � (DO IRE _ANE FIRE LANE FIRE LANE—:FIRE LANE FIRE LANE FIRE LANE ' FIRE LANE N ■� 8__WL_ 8--WL-----,- LE T. O 2.1"-3.4" cal. LACE BARK ELM 10 150 1500 T" 30 gal. container min. ULMUS PARVIFOLIA w 3NVl Jul{- - - _ / LO �8 3 3N�� , 32iIJ �(�V� ��JIJ 3N �� 3?J1J 3NV I 32fIJ . 3Nt7� J�JIJ 3N�'�. 32iIJ JNI Jc�11J 3N� d1 3?�IJ CNV 13�I�, 3Nv� 38 �N�� �11� • I i Issued: 1 i J 'tip LO 2.1 "-3.4" cal. _ ? LIVE OAK 11 150 � I LE 1650 - I 1 SLI, GAl F. I I i 0 al. container, min. QUERCUS VIRGINIANA October O 3 o er i W 6, 2 1 013 (EXIT ONLY I PROPERTY LIME /FENCE LINE ar OPE,$TYE I i - Z _ --PIT Revisions: -: .,_,,:.:.�-_._._... :.,,,.....•,..,„, __�i.. i z ..:: ..,..; _r l;,r _1`4._..__ r�'--�_4_,�...=_-.__...._..._._._..__...._. :`, I r � :i .3. .._......4....e..1..".._�.'I_r.......... i• ! ,I • � SHRUBS •O 5 GAL � 11 4 13 per CS comments isD_L4I .:._-gy - , :: _ SEA GREEN JUNIPER 138 10 1380 10-24-14 plan Chan es l _ I: s 3 cl -- - _ -- - _.. _ .I 26 i _ _._ _ _ / - ' spa n9 JUNIPERUS CHINENSIS ! F1RI__ HYt.)RAN 1 Iy r 1. , , jl _....—_..._._._—___.._.� iI: .... � iii {. <;!`i h R.O.W. ; B>' o! HERS SEA GREEN' E D I CATs OIN 1 li 3 GAL INDIAN HAWTHORN 337 G r ! 3' spacing R it HAPHIOLEPIS INDICA I, 3 GAL KNOCK OUT ROSE 55LANDSCAPE PLAN If ROSA'RAD _.... ..... ........... ......... . _.. _ 0 20 40 _..__........_..._.._I :� ; ; _..__ .._...._._.... _._..... ..._.....::.:-:,,..:; ._._.._... __' I '-----\� 60 TOTAL POINTS PROVIDED: 7,830 LANDSCAPE PLAN ' Scale: 1 "=20'-0” LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass II L 1 , , 1 m F� O. J 0 u I LANDSCAPE / STREETSCAPE CAL ULATIONS STATE HWY 2818 STREETSCAPE: (396750) X 300 PTS = 2376 PTS (396 /25) = 16 CANOPY STREET TREES REQUIRED .:.�� 2. PLANTING G BED DETAIL, NOT TO SCALE r; YJ Tom. HOLLEMAN ROAD STREETSCAPE; 0. (113750) X 300 PTS = 678 PTS EX.AT G E 0 13 /32) = 4 CANOPY STREET TREES REQUIRED i VALVE _ EX. 18 15 P.U.E. - ' POINTS PER ,... PROJECT AREA: j i8 Acres = 177 724.8 S FT SANITARY SEWER(VOLVOA 361 � PG 285 Q OF81TEf:. c�/� _177.72_r (I : 177,724.8 / 1000 K-. ` 178 x 30 = 5,340 PTS TOTAL POINTS = 8394 PTS 00 10% POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT -839 PT 18-cS 18 -SS �18-SS 18 SS 18-.88 . ` ,\ x TOTAL POINTS REQUIRED: 7,555 TOTAL POINTS PROVIDED: 7,8307_12 PROPER LINE PROPERTY LINE / FENCE LINE -�' -.. O x.w..K-x-.^•-x x--x-z.�,�x-x-x-�r.w-x-_n..,w-z .. ! x-x+r�x-x .�..� x x->!..••.-x-x.rw..'x-x % . ..M.+-x-.w�-x-.www-x- x-x-wax-x+•r,.�a-x.. x-�� .. �� ! 0 ��� DUMPS' x I 1 { 1 x x x x ! x r \ PADC 0 1 �• x ..; ; x x ry�yrr�� i I 1 I I 1 PLANT SYMBOL KEY AND LANDSCAPE POINT DISTRIBUTION W x 'i `} P. U. E. x x �._..--------- -- `'LE SYMBOL SIZE COMMON NAME POINTS TOTAL Z - W ( o -------- — -- — w QTY O l( c r: Q N BOTANICAL NAME EACH POINTS i w o l ..7 P.U.E. t i ' OO noo CANOPY TREES N (VOL. 11092 \' ! LO PG 100)®, s - O w a 22 LE _ o W 2.1"-3.4" cal. - - •�+ LL LUO)- _ UNI T S D I' LE 30 gal. container min. ULMUS PARV FOLIA 0 0 l - IIE ----- -- r HARVEY MITCHELL O t._...._. I ............... ..� ® u..c ........................ PARK -____ _ _- __ _ _ i_ _-- 5 _ _ ......7 -..._...._.._.__. WAY (FM 2818) 5 5 t._....._...._._.__....:; - _ T • �� '�'-+ 9 5 _:__..___:,._:::-:--... _ X STREET TREE 5 9 5 5 µ : a� u 0000 N W ^ 1 O N W ,N ,� LO o „ ,� - I rn v O 00 2.1 -3.4 cal. LIVE OAK 4 o 0 150 00 O 30 al. cont' 6 - QUERCUS VIRGINIANA D7 <� LE • ` � • 9 r min W i I HOLLEMAN DRIVE : i R i ST TR RE V! ET EE O p 2 LJ v cs v` cs 2- -: ra'Vc; � .V S - CS _ 2 22'' J �S C$ 2 22" LANE V� V �S ;S FIRE LANE FI 2- � ' ?��r� Es N. w,,,,�_ Gl R LANA FIRE LANE FIRE LANE F IRE LANE FIRE LANE I 2 Es � (DO IRE _ANE FIRE LANE FIRE LANE—:FIRE LANE FIRE LANE FIRE LANE ' FIRE LANE N ■� 8__WL_ 8--WL-----,- LE T. O 2.1"-3.4" cal. LACE BARK ELM 10 150 1500 T" 30 gal. container min. ULMUS PARVIFOLIA w 3NVl Jul{- - - _ / LO �8 3 3N�� , 32iIJ �(�V� ��JIJ 3N �� 3?J1J 3NV I 32fIJ . 3Nt7� J�JIJ 3N�'�. 32iIJ JNI Jc�11J 3N� d1 3?�IJ CNV 13�I�, 3Nv� 38 �N�� �11� • I i Issued: 1 i J 'tip LO 2.1 "-3.4" cal. _ ? LIVE OAK 11 150 � I LE 1650 - I 1 SLI, GAl F. I I i 0 al. container, min. QUERCUS VIRGINIANA October O 3 o er i W 6, 2 1 013 (EXIT ONLY I PROPERTY LIME /FENCE LINE ar OPE,$TYE I i - Z _ --PIT Revisions: -: .,_,,:.:.�-_._._... :.,,,.....•,..,„, __�i.. i z ..:: ..,..; _r l;,r _1`4._..__ r�'--�_4_,�...=_-.__...._..._._._..__...._. :`, I r � :i .3. .._......4....e..1..".._�.'I_r.......... i• ! ,I • � SHRUBS •O 5 GAL � 11 4 13 per CS comments isD_L4I .:._-gy - , :: _ SEA GREEN JUNIPER 138 10 1380 10-24-14 plan Chan es l _ I: s 3 cl -- - _ -- - _.. _ .I 26 i _ _._ _ _ / - ' spa n9 JUNIPERUS CHINENSIS ! F1RI__ HYt.)RAN 1 Iy r 1. , , jl _....—_..._._._—___.._.� iI: .... � iii {. <;!`i h R.O.W. ; B>' o! HERS SEA GREEN' E D I CATs OIN 1 li 3 GAL INDIAN HAWTHORN 337 G r ! 3' spacing R it HAPHIOLEPIS INDICA I, 3 GAL KNOCK OUT ROSE 55LANDSCAPE PLAN If ROSA'RAD _.... ..... ........... ......... . _.. _ 0 20 40 _..__........_..._.._I :� ; ; _..__ .._...._._.... _._..... ..._.....::.:-:,,..:; ._._.._... __' I '-----\� 60 TOTAL POINTS PROVIDED: 7,830 LANDSCAPE PLAN ' Scale: 1 "=20'-0” LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass II L 1 , , Ii Texas Lan dsca e p Creations I 12915 State Hwy 30 College Station, ATX 77845 979-776-8 73 'n 11' - -4 \. 4" SAN. y S ICES �\ n© O Q CY) 4 EX; 1v S E RA " 114, ll i� :� \ <c L �\.P� ANF <q,G \a a LO F j 5 w 5 K F K o. F Q c K \ a \ \Q Pat` \ \ \ �q < / k K < vet/C Q - 0 \ v C\ n\ t � a G / \`fit` �\•\\ K �\� ti j' f ;E AV �L LO rt co o'\ 0 \ ry .5' P.U.E. \ _ (VOL.. 9515, \ , / j �Vc c — =;.�' \\e:, i% JU C -TION , : PG 150 �`� `, e \ 6 `�� i,} \d S R S !i . / 116 31 11�i'\(-_--�_'._ •3 �\ =�; ,ac's , 06 CX. ..� , K YR �:....... ..............:�� . \\ _ ■ ® �1� �j i . HYD ,w CO F y m00 ��f \� �t{rrER PLANT SYMBOL\P \ /. -�0 �, �� i x KEY / \ a \4 �r CoC, IM .._ ......._._ . ........._......... ` \ \\ X ..._.... __.-. - - 10- LO O w ' r , 0 D U M P STE R JX-X-x—x—` PADS \ G \ - i. I-x--'x•--x--" -x -• X—x--x-' _x-•X--X6•x- c x�-%-x--•x—x•-x— .._.�_>_x--x—x—x--Xr-x .X.._x-x-X--x.._X— _x -_X X-- _ '� ( fTi x — •�....; \� :c 1 I I I >_::_...._... _....... ..... _.... ..._ "^_..r c LU - �, x ._......_.......... '-- rI QC Lo Sit �6' Issued: �. r .`VER\ - - W O SAN J '- ®� — Z October 16, 2013 z X -X -X_ ;...- . _._ rr T� i ..................:........ w l A 1 _ LO II T LD G cS ; 5 _ _..................... ........ \ `� v i LANDSCAPE PLAN 0 20 40 60 Scale: 1 "=20'4" ' YP&S < E .ANrE MENEM�- WL 3NVI 3a1.j K n -- ............._ . , ;✓. 10-24-14 plan changes _....._. 00oo 1 D � 1J` X LAt mmiamm 3NV-1 381i 3N' 8—WL rr `\ LANDSCAPE 1.==1 PLAN s IVB 32J13 3NV_1.3�11.� 3NVI 381A 3NVI 3�J1J '•�� � ;\ L 2 LE j LE D t p r V _. t 21V� Cs _ _ 1 ! .��a.:� ,�. a NE -FIR E LANA - n<: ,� � I � r rz��' `�`� • /' F,RE LANE L \\ \ `1 J\ y 8, t3N 321 3t!J7 '21; 3Nt/l 3 !3 V 3�I� Ndl .32i1� 3NV- 13 3NV 13?13 I 3Ndl 32!13 3NV! i3231_I 3Ndl 3N1� 3N 3 r �' `\ ;_ ,• 4�L— r D < Ei H&_',LINE N , MATCHINE L' moot 3NV! 381A mum== 3NV! 321 3NV! 3 L � �- --.�•t'' ', moi; �� `� � i� \\ 3tJVl �_2J1 3NV! ! - Vl - NV LI 13 3NV- 3+JI�! �- \.". 321 3 3N 321!3 3NV! 32113 3NV I 32113 3NV! 32113 3NV I 2113 3NV! 32113 3NV! 32113 3NV! 32113 3 13 LE i =l%.. .-.iii I i i •r i J i I r ! 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CJ O O_ O OO OO OO OO OO OOO OOO OO O _ 00 000 — �� _ --AWL _ �' EW as - -gas __ _— as — 9a - I r UT - UT _ -- LANDSCAPE PLAN 6 SI_...... WALK _ - - - UT— — - ........... - I _._..: - -- 1T-- -- —' - UT-- . _ 0 20 40 60 ;I Scale: 1 "=20'-0" 'LANT SYMBOL KEY L L OO LACE BARK ELM (STREET TREE) LACE BARK ELM SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN' INDIAN HAWTHORN as RHAPHIOLEPIS INDICA LO LIVE OAKSTREET TREE LO LIVE OAK ( ) � © KNOCK OUT ROSE UT ROSA'RADRAZZ' LAWN ` All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass 2-23...P''vvc� 1 FIRE LANE FRE LANE FIRE LA JE 8 LINE L�,-1 INV -1 3�!1J 3NV _ 113 w _ m 3 1 I 1 1 7 -_ 2 _ E O as UT IL- jf mum ....NV 1:1,. 1.1, now= 3NV...1 32i1.:J - n � ;;;`':• ( ) `w 4/ .—WLID - - i • t 1, `�:./ t...—+ ,w MATCHLINE L 2 xr •ms's •I. f d I NV I a, ! 3NVI 3c ! a q-NVl IHIJ �N`d� 1�i.� I >� r to _�: 3!vVl 3a� , _ 4 l 72 9 j{ 7---�,` 1 LE a :a • 1 1 g 4 3 1 1 6 1 1 5 K K K K K K K K VA 8F UNITS BLDG EX '% - ` < 2 ' �TO R M �Y DRAIN c o.s ♦ ~ 1 A -ASE 2� i x I I ,kir �. % X �F j x 12 -PVC xfsx12 -PVC-z-x-x-x-, i I "12—PVC 12—PV xr-� x -x I x 1 n ���III x I K x , 1 _ �U x I I EX. TR S EO M E.R LL NPA 32 WATER 1 6B U N ITS BLDG M ETER o 4A UNITS BLD G i c3 lCIF,i K u — K K K K K K K $ K 1 1 K 5 K 1 1 K 2 K — < K K 1 2 1 1 5 1 1 J � !i Q EX! WATER J. SERVICE L, ! 8 -WL r n'... sem•-f"jI !_ritV'�L �i*'- •.[�C�t+�. �1 t--;�—L��--('EI, v FSC 8„ r f? _S i�l r Li -B 7.r irc _? ry - }, TEMPORARY _ — iI PE a' 3NV l 3Ni3 3€dVl 3Z1 31�V-; 3�!i3 NVQ � !3 3NV 3? i .. �ti aNV 3 13 i LE f LE ' I I 1 i l gra LE 00 00 OO 00 00 00 000 00 00 O 00 000 OE asgr as g° UT UT UT - LANDSCAPE PLAN 0 20 40 60 Scale: 1 "=20'-0° GENERAL NOTES o 0 00 o _ LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH� o Texas Landscape. AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. o , e e SECURE TREE TO STAKES WITH - II akeri g Creations LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. de dv� de��d� HOSE AND WIRE AT LOWEST ® DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER , . do ood d o �- o00 �" .CROTCH OF LOWEST BRANCH J S e � 12915 State H INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF %2" BELOW ADJACENT PAVEMENT.. TOP OF ROOTQALL TO SIT o 12 GA. GALV. WIRE WITH BLACK Wy 30 '. II SLIGHTLY ABOVE FINISHED I RUBBER HOSE TO PROTECT Q COIIe e Station T TREE 9 X 77845 GRADE, PLACE ROOTBALL ON LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING k � \ I .IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. suBGRADE- I - —3 - 6' (MIN.) LONG DARK GREEN 979-776-8873 I "T" POSTS. INSTALL STAKES (— � 3" HT. WATER RETENTION x ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION BASIN i WHIN. V INTO UNDISTURBED 3�5:0 .. OR BETTER. SUBGRADE. - ! x Imo, -s 1-_W 1JL� DIG HOLE 1.5 - 2 TIMES WIDER sQ. � � THAN THE ROOTBALL WITH i LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES.. 2" LAYER OF HARDWOOD ! y> BARK MULCH SLOPED SIDES. 14 Gy `••✓� LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. i I _ _/ I FINISHED GRADE o EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE . , o ■T _ „ .9 1" LAYER OF COMPOST RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR UTILITES. HAND DIGGING PL f'....:.— O © - ANTIN G PITS , a OR PLANTING BEDS SHOULD BE DONE AS NEEDED. �,, BACKFILL WITH NATIVE SOIL, �_! I = I i � 111-1 �'_� . , SUBSTITUTING WITH TOPSOIL .......... ALL i..__..I 11-1 .. "D L IF NEEDED. b =1.11=III=1T � 1= i = i =i i = , �-III-1 11= � ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, � �� ,�. - OPEN HOLES, ETC.) ON A DAILY BASIS. 1=1I1=1I I_.; 1=1I 1=(I1=11I-1 i I 11=1I I-1 =11.1=111=11; ---------- - r� �-� � �=1 II �I.�.�-1_� �--`—UNDISTURBED $UBGRADE I - �__!!;� � � 4 ;IIL� Iii=11 1�1=1�1=1�i=1�li I 1=1IlEdII _ _ / k. UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CO��TRACTOR WILL THOROUGHLY .. _I E I -I � h I_I � i-1 I I -III -,1 I� CLEAN UP THE PROJECT SIRE OF ALL .TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO hw__I I II 11.-.-_I-=1 I I,. -I I FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. - _ 1. TREE PLANTING DETAIL rvoTToscaL h KIN LANDSCAPE NOTES 13-0-0-0.0 :.. -C�uu-70 uvvt:MAUC U- UKUUNU UUVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE) ORA TILL EXISTING SOIL TO A DEPTH OF 6", AND Q ADD A 4" DEPTH LAYER OF PLANTING BED , SPACING PER PLAN PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, ' DRAINAGE AREAS, PARKING LOT — MIX. PLANTING BED MIX TO BE 1:1 r- k SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON e COMBINATION OF FULLY COMPOSTED � I THIS PLAN USE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. ORGANIC MATTER WITH TOPsoIL. o o ■ HARVEY MI CHELL PARKWAY (M 2818) Harvie MitchellParkWn TOP OF ROOTBALL TO BEv IRRIGATION NOTES 0000,, o SLIGHTLY HIGHER THAN J y FINISHED GRADE Cu AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHALLBE COVER BED WITH 2" LAYER OF Lakerid e - HARDWOOD BARK MULCH Map. INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. g Phase 3 Vicinity ........ ... PLANTING BED SHOULD BE IRRIGATION SYSTEM TO BE PROTECTED WITH A DOUBLE CHECK BACK FLOW DEVICE_ AND INSTALL CROWNED ED PER CITY AT THE CENTER OF COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. �: .. •. •'•'. .'.'. .'.'. .'.'. .'. . .'. . •... • • . • •'. • . ... ,I LANDSCAPE / STREETS CAPE CAL ULATIONS STATE HWY 2818 STREETSC - APE. (396750) X 300 PTS = 2376 PTS (396725) = 16 CANOPY STREET TREES REQUIRED 2. PLANTING BED DETAIL L NOT To SCALE.: Lu ., I-) HOLLEMAN ROAD STREETSCAPE: d O0 - I - (113 /50) X 300 PTS = 678 PTS �7 113 3 - t� EX. GATS ( / 2) 4 CANOPY STREET TREES REQUIRED VAL_._-- - _ _ ,11� . 0 - CN f _ __ !� 1�X. -1 i� _ _. _ : � ) �. _ _ __ <.:: _ .: POINTS PER PROJECT 1 5 i . �. , x,.,.,v...-.. „ ,._ . . ,_. . ..., ._. ; � � AREA. ,.4.08 -Acres 177 � ��.8 ..Q , T OF i � : �-� _ S T".REA SANII^ARY SEWER(VOL-� � I � - JOI... 3613 PC 285 I - - 177,724.8 / 1000 = 177.72 _ _ _1� 178_ 1. . x 30 5,340 PTS , TOTAL POINTS = 8394 PTS 00 010% POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT (-839 PTS) '_ - y _ - ----------- i I 18 -ss' 18 -ss 18 -SS — 18 -ss 18 -SS 18 -SS 18 -ss `O� F�� TOTAL POINTS REQUIRED: ? 555 i - 3-12'x ' TOTAL POINTS PROVIDED: 7,830 PROPER LINE PROPERTY LINE / FENCE LINE O - ,-> -x- X-�. X-X�-X X- x-> X- -x -x -*- -X x �-�-x - .-X x- �,- X -X -r* -x -x -X- x-« X- rX-X -«- - �� DUMPS' O T x x x , , LO i I I I I x " � 1 1 I I I I I I x � C - r.� x x x ' x x x x x x , PAD.. M O 1 I I I I I I I I I x x x x x x x x I x \ �Q PLANT SYMBOL KEY AND LANDSCAPE POINT DISTRIBUTION W x x x --_ x---- .._-_ -�___ _-_.:,------ ---- ----- ------ ---_.. x----- -= x----= _... x x x COMMON NAME ( i - W LE SYMBOL : SIZE POINTS TOTAL 0 / N BOTANICAL NAME QTY E Z l c� E. EACH POINTS (D _t__-- -jI I 1.5 P. U . E. 0 � J �I : °iIW /1UQJ m J <:: CANOPY TREEScJOE_ 11092, al X - I - �' L I, �I PG 100_ o I �, w a YI2 - p_ , I a��i l .. p z O 2.1 3.4 cal. LACE BARK ELM 16 150 2400 ai cnl L C7 +. I a �� T n (7 1 F /� I I I I T C Q I_ f1(` 30 gal. container min. uLMus PaRviFrn is T� ULUICA I ION I I I I I I ------?------------� I — — I j uII®�yIII'� T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 11 511 UNIVERSITY DRIVE EAST SUITE 20411 COLLEGE STATION, TX 77840 c PLAN & DESIGN SP,FECIALISTS IN I, CIVIL ENGINEERING HYDRAULICS HYDROLOGY * UTILITIES 1I STREETS SITE PLANS * SUBDIVISIONS it www.mitckellandmor2on.com Firm I #F-1443 11/10/14 .:.......................... ..:.... VERONICA J.B. MORGAN ..................... I o'•, 77689 �°%F G/ i om , uyvil It . NOVEMBER 20114 Designed by: VJBM Drawn By:, JU,J Checked By: VJBM 4 i 3 z 0 O H W Q) a Q n� U a� w Q 0 W 0 � 1 �i I 04 M N i3t S m 2 CL i o 0 IL < • C`9 I � 08 I N 4 0 IZ rn �o rn 0 2 0 � a t\, f O � s I �I � � N I I O W W� O O� ZZCZJ W v �o m Q � � W D PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818 X- - 3553461.31, Y= 10199936.19, Elev= 322.23 STORM WATER ' POLLUTION PREVENTION PLAN GENERAL NOTES FILENAME: GenercINotes—GenConet—PPP—BCS.dwg GENERAL PLOTTED: sa Oct 2012 - 10:51 am DOOR 1. All contractor vehicles, including employees vehicles, shall park within the \ / .project .site to minimize traffic on the public streets adjacent to the work site ' � � \ y' VARIES- - - - / ------- entrance. Contractor will provide sufficient parking areas to accommodate his FINISH FLOOR vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired \ / \ i ,TW=320.75 / 4' 1 to original condition prior to completion of project. I \ // \ / CE (7„max) B4Y VARIES ° C"O.O. 2. Contractors shall ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets the ° contractor shall immediately clean .those areas. / / VARIES 3. Contractor shall. place erosion control protection at a appropriate riate downst / / CURB -2q (max) --2% (max) 3 Pp P ream \ \ ° � locations to minimize silt and debris from leaving the construction site and entering the drainage system. I. 4" CONC. SIDEWALK, TC= - \ 321.32 TC -321.19 4. If required on the plans, the contractor shall maintain a vehicle wash do - \ / sufficient size and in a location to down area of \\ �k`1'/ ••�' ' �/ '��� '��� '��� �.: sr .,, . facilitate cleaning his vehicles prior to leaving the work site. J TC 321.47 5. Once vegetation Is well established contractor is responsible for removing all 1 \ TC=321.03 TYPICAL GRADING AT g \ / , temporary erosion .control measures (i.e. silt fences, rock check dams, etc.) NOTE: DRESS WITH ADDITIONAL STONE. AS NEEDED. STONE ISrTOBE - MAINTAINED SOASTO PREVENT _ CONSTRUCTION RACKING MUD ONTO ADJACENT - ” - PUBLIC STREETS. GEDTEXTILE - �� FABRIC SECTIONAA SUBGRADE MINIMUM 12' SHALL BE FULL WIDTH -:OF SITE ENTRANCE - S" MIN. DEPTH STONE -.VARIES DDGEOTEXTU FABRIC:0' WITH SAME SQUARE 50'T010 FOOTAGE.ar ... r r`v�S OUT A 4� .EXISTING STREET CONSTRUCTION EXIT SLIT CONTROL DATE...... .. ..... ..... .. ..DE7NL ND...... ..... .. C=:OF BRYAN AUG. 2012 STANS.UNIFI TAIL Oe Courcr,Smnov SWPP1-02 METAL T REAQUI EI LEGEND _ - FASTENED TO T -POST - Property Line .............................. High Point -- --- U -U '..,_ Existing Grade DST AS TO: 000.00 Proposed Grade INTO A TRENCH AND BE ANCHORED SS Proposed Sanitary Sewer Lines WITH :COMPACTED BACK FILL WL Proposed Water Lines Ll nes '... gas Proposed Gas Lines ELEC Proposed Electrical Lines .. Silt Fence 000.00 + ' Pro osed T /P xx.xxx Proposed T/C DETA>L ND. Elevation Elevation T/P - = Top of Pavement . / T C = To of Curb p NOTE: DRESS WITH ADDITIONAL STONE. AS NEEDED. STONE ISrTOBE - MAINTAINED SOASTO PREVENT _ CONSTRUCTION RACKING MUD ONTO ADJACENT - ” - PUBLIC STREETS. GEDTEXTILE - �� FABRIC SECTIONAA SUBGRADE MINIMUM 12' SHALL BE FULL WIDTH -:OF SITE ENTRANCE - S" MIN. DEPTH STONE -.VARIES DDGEOTEXTU FABRIC:0' WITH SAME SQUARE 50'T010 FOOTAGE.ar ... r r`v�S OUT A 4� .EXISTING STREET CONSTRUCTION EXIT SLIT CONTROL DATE...... .. ..... ..... .. ..DE7NL ND...... ..... .. C=:OF BRYAN AUG. 2012 STANS.UNIFI TAIL Oe Courcr,Smnov SWPP1-02 METAL T REAQUI EI NATURAL GROUND CIRFGTION 2"X4"WIREMESH _ - FASTENED TO T -POST - SEDIMENT CONTROL FABRIC FASTENED SECURELY TO 4"X4'MIN.7RENCH T -POST& WIRE MESH - DST AS TO: 20" S"OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED APART SILT FENCE ASSEMBLY WITH :COMPACTED BACK FILL IR.. '... ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO - `ACCUMULATE. DATE ALIGN FENCE .. ALONGBLOPE CONTOURS. DETA>L ND. cryorCouEceSrnnov STA DARD DETAIL SWPP1.03 of FLOW NATURAL GROUND CIRFGTION ,/ .u•i r ru .xr. .Er.: -::ri. _.,. 4" 4"X4'MIN.7RENCH 20" SILT FENCE ASSEMBLY '... DATE .... .. AUG. 2012 DETA>L ND. cryorCouEceSrnnov STA DARD DETAIL SWPP1.03 -�1—.11 ��l /• te. I I •i' �3----► --' . ,.P1"Te!Tn-39f1 � . . I I I . � I . I . . I I I I I . � PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH . I I I I SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION . I SITE PLAN NOTES: . . I I I . � I KI ; 0 . � I Min rM Z010. A= ,)Z)0,D1+01.,)1, Y= 10199936.19, Elev= 322.23 . - 1. V I .,,�� , . � . ,oJect: Lakeridge lowrinomes rnase ,5 rmmr\llNlu MtgUIMr-MtljIZ) / " , I i � � I Total Type 3 & 4 Bedrooms = 246 Per UDO - Multifamily Dwelling: I / I I 1,2� GENERAL CONSTRUC ION NOTES: 2. Address: 1198 Jones ,Butler Road, College Station, Tx /*, , W - I � I I / 1 ,�,,,5)-�;�J//, 1, � I � I 1. . I I 1 3. Owner: Lakeridge Living L.P. I Required Parking = 219 * (1.00) =246 3 & 4 Bedroom Units = 1.00 space/Bedroom EX. 6" / I', , /- - �11 1\ 1, I / , I I I 1 . It shall be the responsibility of the Contractor to verify the exact location of ALL � 24" 6 1 1 A Texas Limited Partnership SAN. SEWER / \ I I / I -W \ I I ---�- . ; Total Type 2 Brms (<130 s.f.) = 8 2 Bedroom Units (BR<130 sf)= 1.25 space/Bedro6m / I / , I I // I // existing underground utilities. Furthermore, the Contractor shall contact all utility � . � \ , -�,/ I I � (min), I I P,O. Box 10028 (PRIVATE) / I I / ,., el \ 11 / I � . I Required Parking = 8 * (1.25) =10 . 2 & 1 Bedroom Units = 1.50 Space/Bedroom . , � �, // I � � company representatives a minimum of 48 hours in advance of a I � � I . I I I I I I Oollege Station 77842 1 / �1 I 11 �� �� ny excavation. I I -:b., mii- I I I I Total Type 1 & 2 Bedrooms = 20 /,b' P.U.E. I I I / , 11 I , �� / � � I .. - I 7;; - . . . . (979) 739-9944 1 . , ,/ / ., , \ / / r�d 11 I 11.1 . I I I � ,/ \ / I 1-1.111- I Required Parking = 20 * (1.50) =30 � Handicap Parking per Table 2 Section 4.1.2 of TAS: , , / I i.i;�;:% (VOL 9515, / , I � �. I I / ; ��;�:I:i � :F�:�i!4:��d 4. Engineer: Mitchell & Morgan, L.L.P. I � I \ / I I / � I (n, , a. Contact � Dig Tess @ 1-800-344-8377 � . 'i� . - #4 Bars @ 15" O.C.E.W. . � REQUIRED PARKING SPACES = 286 Spaces 151 - 200 Parking spaces ->6 Accessible Spaces Required PG 150) - \/ I / �;, I , . � � 1�:,��!i;!11!1:�,i!�i�l�i,, 511 University Drive East, Suite 204 � / / � I . n� 1 711`v�l /' I PARKING PROVIDED PHASE 3 = 293 Spaces 200 - 300 Parking spaces ->7 Accessible Spaces Required I I / " I I 11, " ,P IN /�A b. Contact �� Kimberly Winn @.ATMOS 774-2506 -;!�i::i��, �;;,;;���:�1411 / College Station, Texas 77840 1 RETAINING WALL 11y, I .;�:.: �,�:�4 7, - 1. � . . '' , i� !.��ii:��:� , :�::�!.:'::' r,i - - I I I I .1 ,; � �;��;.,,,:�:.,,;: �:t li , 1�1 1� i �;��;�. � �il ;,; i!- - I.I�.;��l;i�I!�i�i!����;li!;!;,r"!i����!I I I . � , ", - Z pl�,;; t� ,, �IiN�;��i:F� �i i�z: - 1.11.1, , tj�r.,. Contact! Mike Lavender @ Suddenlink 846-2229 1 I'll, .. ;!!!�!;!;�!�, �f�i: il 301 - 400 Parking spaces 1�1 /1, . .11, , �11i!!�i:i��Iii�!�i:::. I \ V � ": . : � z'� F I � �%, ncre,e / ,". I i � . 1 (979) 260-6963 . I -F: , - C. � 1� !j��:� . ; . ,jil!i!��l � ... ,� i;�:i�!�:It,�!�!�� ->8 Accessible Spaces Required , , (23" MAX HEIGHT) I . ,; , ., `:::::," ��i�ii.��;�l��l:zl.�;�t!��i:�!;��:!��:��i'��:, �:� tb�: /11, IN � �:l r. �Np 0�� :�V��:::�r�,.:,;:* 1401 - 500 Parking spaces ->9 Accessible Spaces Required � / .. I .. N11 .,,-1. .11 - ... . � I � z,.� �:: , � ,, I �.� il 1o;;.;;1 .1 I . / * - d. Contact Isabel Cantu @ BTU 821-5770 T.979.260. 963 �.: �::�,::Z: �:�:; �::� ? i:! 1�:i::,; ;� �:�i,. ��,.,:�:�;�' g� 5. Zoning: R-4 (Multifamily) I I / I I I -F: I . ,::��, lt� .1 ,! � I �, 1 11 �;� ,, �! - , ; r : , . i4 � i�: ; �, , ,. " . I �: !:�:,11� �!�:�!riii!F :,t, ii::::�i�� I .1��::�,;,�, �;�! 1�1 ,� :.i:t 11 : " I ; � .1, , i�;. i:--;:-, :,: i�; �11�i! - �:z I". ;,:.!" , . . � Ill. i, � ,�n .,;�!� ; z��!;:;��l;�;;!�i�ji��;�:�!i:!�i:�:i�i::i 501 -1000 Parking spaces ->2% of Total Parking Spaces EX. 4" SAN. � ,,Z � � ;� 11; I :;;I�s�:,z� � " - 4 :'',, ; : z::: �: , . � - :': !:,::�� : �:;; i; f :., ��, - / \ � . 1. ,,;,,:: :''; I(/ I �/ I � - �. . : 'i l: �il�]:,��i:�;l�!�i�i����!i;�i!,I 6. Existing Use: Undeveloped -Vacant � I . SEWER I \ e. Contact ��Mitchell Gas @ 779-4460 F.979.260. 564 - " � � 1 ),5' P. U. E. I . I � I t / / , / /1 , � � / I . I I I , , X/ \ ,��/\<,�/\,<<���/, , �/, , / Proposed Use: Multifamily . \ (VIOL 3613, � " / I SERVICES I I � f. Contact jUnion Pacific Resources 1 X �� ,,,,�s �� I I I I / I PHASE 1 A. 1 B, 1 C. 1 D. 2A. 2B & 3 PHASE 3 (ONLY) . 1, . , . I � \ � �/\�2//�</ �� �� �/\/��/,�� 7. Setbacks: Per City of College Station Ordinances - \ I I I . I / / 6" Lime Stabilized Subgrade \ �� 8. Overall Site Area: 16.40 acres PARKING SPACES: 293 parking spaces I \ P Q 285) / ,1 , 11 * , 0 g. Contact I Richard Wallace @ Verizon 821-4752 1 . TX. FIRM I 1 1443 . \ I / / /"/ / / I - / 1. V/"� � . .1 Total Type 3 & 4 Bedroo I / I '' e ?/ , \/ \V/ � , I \ 1�1�1 I \ I I I , - � I I I . I Phase 3 Area: 4.08 Acres Required Parking = 540* (1.00) = 540 A EQUIRED: 293 * 2%= 5.86 \ / NIV, 4� I " , I I h. Contact GlIbert Martinez @ CSU (ELectrical) 764-6255 1 1 1 1 1 . OVIDED : 4 H.C. SPACES ON THIS PHASE � . \ " / , � "I � I 11 \ '�111 1 511 UNIVERSITY DRIVE EAST . STANpAgp OACUM pAM4ENT pETAIL 9. Water Demands (Per Unit) : Min.= 0.00cgpm, Total Type 2 Brms (<130 s.f.) = 8 , I \ / , 1* ��., I ,�, \ / 11 I. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 . I � I � I / , � -/ \ I I Avg.= 1.53 gom, Peak= 5.65 gpm Required Parking = 8 * (1.25) =10 � I I , , , -17 1 , \ i SUITE 204! 1 I , ,/ / ,\ I I I � I . I . � I . I 10. Sanitary Demands: 1600 GPD Max., Min. � Total Type 1&2 Bedrooms = 73 1 , Y\ I I "' - " Z i I - 1, \ i I I I I . I -- 0 GPD, / / � ��Xl - \, i COLLEGE STATION, T ( 77840 1 NTS I I � I I , I I \ 31u, J 1 4 , \ 2. All construction shalll be in accordance with the current City of College Station il I � � � � I Avg. = 400 GPD (Per Unit) 1� I Required Parking = 73 � (1.50) =110 I PHASE 1A. 1B, 1C. 1D. 2A. 2B & 3 / / '4� � I I \ I I I � , . I I - I , " I I . CUMULATIVE PARKING SPACES: 706 parking spaces I �/ \ I / 1, I I .1 � (C.S.) Standar I! I I 1. . 6 . . I I � 11. Overall Height of Buildings: 40' to top Ridge I .REQUIRED PARKING SPACES = 660 Spaces � CUMULATIVE ACCESIBLE SPACES REQUIRED: 706 * 2%= 14.12 1 . 1Z / I lk"/11 , RETAININ . G WALL , d SpecificatiIns for Street Construction, B/CS Unified Technical PLAN & DESIGN SP,ECI�,LISTS IN I '1P . . � . 12. Because the dumpster screens are located within utility I PROVIDED PARKING SPACES = 706 Spaces I EX / I ;, , I I Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. I --L- , I I easements, the property owner will be responsible for the I � 1 14 H.C. SPACES REQUIRED (CUMULATIVE) I ,\ . 6" 1 1 / I I'll (23" MAX HEIGHT) ., I CIVIL ENGINEERING H )RAULICS � 1b. I I . I / I HYDROLOGY * UTILITIES ' � . . N� I � 11 replacement. of the screens .if it becomes necessary to remove I . 1 16 H.C. SPACES PROVIDED (Includes 4 Van Accessib \\ SAN. S ER ,/ .1tr, , ,/ In 1, I , - ), All inspection shall be performed by the staff of the City Engineer of C.S. All TREETS ,�� 1 >1' 1 1 � \\ (PRIVATE) ,/ 1�� : -, ."; construction shall be oordinated with the City of C.S. City Engineer. SITE PLANS * SUBDIV �SIONS , � . � - � ��,Z - � . :;, I I .1 3t77 �1�!D�i!�j �:! � . I I them for utility construction and/or maintenance . I '\\ 11 I i�',',. - - �;, I :: I I iel � ;;�:�1;�i::L�;,;. ,''....'...;, � � . I :, ." � I I Ir � I , .1 , - \ 3. In lieu of using the construction materials indicated in these plans, the � - . 1 Y;';,:�� 1 � . . � 11 � I . , � i ; :;;; I". � � 1 13, Project Information: PH 3 = 93 UNITS \\ � n- I I www.mitchellandmor, Dm �:1 11, �1;;�:; I I \\ '� - I �.;�11% ) . � ". , ;,:z ��!���!� � ,�: :,:�Z��:�:�::���!�� ;�: I I :��!::;::! I � . . / ,;. � � � . A,-,, I � I I I � . � ,�, .1',� * � S, . 1.1 r.1 -14, 11 - I - . . - - - - .11 , 1, I , I EX. 4" N. - � . � 1-#4 Bars @ 15" O.C. . . . � . I I � I , . I � I I I I � � . � I � . . I . � I I � I . . TYPE J CURB - I . � I . I � FOR USE WITH CONCRETE PAVEMENT OR APRON . I I 1. I NOT A SEPARATE PAY ITEM � I I . � I � � INTS � � � I .. - I � I I �lit:�,-��/�.�:�i,.""t:i:-"-,\ 1 -r "�:��:!�:ii:!!�;i�i:�!�1! �;tj;; - , 11 .-I I . 26 8F UNIT BUILDING 2 STORY 19' 4" 1 9560 SQ.FT. I I I / ,.'', " � . ..... �:��:�!�!�ei. , 1 ::111�14111:216 ;: 5, I - � ;.,, � �, �� �,.., :� - I i 1. , i:� L ... I : ,:.. 1, ;il,�', , � 27 9C UNIT BUILDING 3 STORY 28' 1 0" 4188 * 3 = 12564 SQ.FT. : .� / I 11�1� ` �::::Z;1. .. ��i:� '' I i4�� .: :2z,�:, X�i;�;",�� . 07" i.t �," �� ... . �, I � .11. i�!i��i, " �: " ��, ': 11 .1 / .. ;11�:K -11 111�,'� r:,' � 1, �,': ;L;:��:�:F;: ,�; I-. I . - , , ; -1 N .,�.I.j�� - � 28 10C UNIT BUILDING � 3 STORY 28' 1 0" 4945 * 3 = .14835 SQ.FT. : I I/ 14� n. � - , �:� � :: 3 � I\\ I �. I .,�r -.1 . 'r- ,. - ,, \\ 1). , ::"�;;"; � \ ... �, ir, I �; �.�:.,!,:: I : .30 , 12A UNIT BUILDING 3 STORY 28' 1 0" 6017 * 3 = 18051 SQ.FT. : /I , :,:,�t, �, �:!!�;�!i�:;�i!i,������:����!���;i��z�i!�ii;ii�,ii���i�! I � : ! fl !!:!� �� �� i�,�, � �. , . / f 11,1111,� �. , �, jr _�' I � 1::,�j,�:::�.!::,.j;,j:�:::�: ��,:� t � , .111, 1, . . lr� I .1 ", . 31 .... I'll. 5 -4 � I r --r-- .--v 11 11� � I 12Z UNIT BUILDING 3 STORY %�:.:� : I ,. ,. / .1 , , �m j;- ', U! r�:!:�,!i!�:��, lj��i: I ��:Z`��,,!��:�ij.�- -S I I � �' 0 : rr�::: i!;�i�; �ji' 1; ,, ... , �.. 0 � , " 28' 1 0" 6017 * 3 = 18051 SQ.FT. �, ,, ,��:� i '' , �. , �!,�,:�����,!:��ii��,,�,,�i.:�.--,:, ; � I : 2 4- , ,� ., , I : / �i�l�:i�i] ,�;� � l��:��z : :5 . , ��,�� i� �� " - : ', If\, : : , '11, - � �. � ,., . . I � .41 1 i I I �i:. 11 f6l , , , .,;;; I � I.. I !i�� , -,, . I / � t 0 , � I �.t �� I.. ./. ". � � . I � /1- 1.1i I .:� ,:.::k : - "/ � . � . �: I : i I'N� I I, �z ': ::k , � . I ; - : ::k I � V :: � : I . / �� I 91 ::k L`9�5 - :::�: i: : - :: I I �,,��:' � SE R I � Contractor shall obtain written approval from the City Engineer for any substitution � Firm 11 #F- 1443 1 1 1 ... "I 1,1/10/14 1 SE ICES prior to Construction, Requests for changes should include product information and an , � ��: 0 F 11 I", I I � . I ,I, I engineers seal where applicable. The contractor shall be financially responsible for the .1****11--. , : . , , . I . . , , , CID . /V, "', "I engineer's time s 01 . v.� . , I 'A 141, 1 pent reviewing changes and redesigning based on contractors � *... * ".P... * ,r i� I I I � I *: .* I requests. i ....... ....................... I ....... I � I I I , i I " , " : � I , \ > i I VER NICA J.B. MORGAN " , q 4. Trench Safety Requi ments shall be in accordance with O.S.H.A. Standard 29 ... ................................ � I .... . I : I , , bp rt P �and all federal, state and local regulations. ,a I.. 1P 77689 ,� ..,Z. ! �14 .1� , , / I CFR Part 1926 Su a % I . . . 1�1 : , , "-.�,� sv--X�-.*il � I , L. I I / 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the ) ,, S%-- �.,g ML I I / ,,, , X1- K' I specifications set out here'n. t rovided by a certified laboratory, at I I !M , � ,�;, I . , , " I � , � � ;. ��� I /, i� - \k ( . - 1:,-:; WE I . <� \ the Owner's expense, to verify these standards. �: � :�;:::"�., . . . 1, 11 6 \ ell', , , I I Any retesting due to substandard I I - iJ.;� ;:A-5 I � ,%//4' E \ / \ . . I - Fl > work shall be at the expense of the Contractor. Structural areas shall include all 11 � 1/,�� r i !,1;. " IV ' /' r \"" � P111 ,,;X---'11 I LINE U� / I ,� ., Li ��]� �,-,�j: i;�� I \ \� ;> \ I � sidewalks and shall extend �: 5' beyond the curb lines of all streets, alleys and parking U �� I - , - �; , , 11 ,: r, - , I ��i$,�!�,� , : ': I \ / ; ... : Z, , ,�, �; I I ��!��i��i - � � / \/ , , � i'� , '�' areas. i : ,!�� / \ \ , " � � I : . � (".�i,J,, 11 ":: " I , \ , " , " -, I " ,:. �/,r,�: 0 z / . . . ...... . �2 " - . ,-J -, , - - �, , � 6. It is the res ty of the contractor to comply with all State and Federal , "". ".. - %41 .. " , I ponsibili I ,.. I I r":�' - , . , I I , ...; ... ; N �;Pj I I �� , ,. , � , � ,��: � , � . �, 't �� ATER I / I/ , I ': ,vi 1. �� �, Regulations regarding construction activities near energized overhead power lines. , ;� - - 0 , " , , I Designed by: VJBM I; �.:;; I , - , ER / � . i 11 :i z:; �VM k . � �� Drawn By: JUJ - .. .1 1� r. , 1, I 11 I 17,:: :.-1:1 ... , �i I . .1 \ Additionally, the contractor� shall coordinate all proposed work and procedures with the 7,� 1 " :,:: : �� >� �� I I . I "; ,,,;: 1 I e � . , .. . I I By: VJBM �;, ;;:,:,: z � 114�� - , ''I'll �1, , I / 11 .", '. � : . '. � "I / I VAR. P. U. E. , City of C.S. Electrical Division. 1. � ".. .. i,:, �� I �:, .: �: I �, 1, . 11 i g 1'1� � � z,,�i��, �.- �, � " ". ii ,r �. / 7. All materials & laborl not identified as a Separate Bid Item shall be considered �� X I . 1 1. " i, \ r � ., I P 11 � � � I \ , 1. r 1 �:., �: ', / \ \ I i� ,: 11 \ . � - , � I 11 ,..�:, -- C / \ \' subsidiary to the item in which it is used. All materials and equipment shall be both �! . � � 11 .11, \ I �. 1: t �� I \ � � - 11 � I � I )� - , �1. , 1� F EX. 8" \ I \ I furnished and installed unless otherwise noted. 1. � R2' -, ,,, ' ,\ \�- , � \ 4 1 Z, 1, I ; \ / '\ � -� \ � , I - WATER LIN�,\ \ ,� , I 1 ;, � I �� 1�\ ,\, - - .":, " \ . \ -\ 1 8. The Contractor must � :provide construction staking from the information provide on � ,,�?� /\,Z, " . . ��?,. 0 �::.:, " , I \ . i I Z ,� 11 , , these plans. i �� . , �, �Y�,\ - 1'\ i � I W " , \ ,\ I 11 i � 0 -11 �� , \ I I /I 9. All soil exposed by construction shall receive cellulose fibermulch seeding. - / // \ I P -.1 i L : I \\ ,. " R15� .. , \\ 11 "I I/ � \ \ --� / 10. Trenches may be left :pen overnight if properly barricaded. �, , � .1 0 0 9 " "'XI/ , \ I I i V) � R15 .,, EX. // $ - .\ I 1 1. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other 1-1- - I /'JUNCTION // I ,e , : I W ;, I.. I Utility, etc. are not separate pay items. The Price of the adjustment -0 0 I'll. 1, / , � I , , , : 1. I I " ,�::��,\ -- BOX , , , Public or Private I 11. / 1�� ..,., I i � (D 1 - � W , � -1 -11 � shall be subsidiary to the construction of Sewer Line, Force Main, etc. L- '.. R11,6' ' \./- i ,� Id, 1 : I �� , :��. �-: ,��J \ 1, � / , , I I '\'� 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, 0 I 0 l,r 0 I 1. � / EX FIRE \ 'N , , lr� � � 7 1, r � � , * �. ; 7 � . < Z... ----:-X-, , 11, �: U :1 ... - ---,,.�\�- , ,� CSU, and Verizon to adjust the location of existing facilities. L- , 1�- � - 1� HYDRANI I I a) .1 I . . I.. 1, 1�. I I - �.. �/ \ , I i� � rJ4 -1 ... - ; 1,�, � " �� I : :.: " ;� , : ��111 � I -, i i , I I ,� \ , \ n ,:1; ", �, .1 I I �, \/ I . responsible for traffic control. This is not a separate pay item. ��; - V 0 IR81 'I ''i , EX. S -P \ \ I , \,�/ \ N 13. The contractor is " . 11 I - "., 1, � : N I � - - \ � 11 -1 � . -, 14. Temporary spoil areas ill be identified on site by owner. Clean dirt may be ., .1 .. I I . 1- � '/ , ... - I �;� - ��A ZR LINE- - - \ - - � 11� :1:, ,T . -\ "� ,\/\/\/\ � - , � � 1, . �, :'':;;; I \. -\ - A - I I - -.1. I I O" , - , - stockpiled and remain onsite if properly compacted in lifts and tested for density by I:, �., I 1 .:� . , .. ;: :� I I , � , `� \ - � ,-�, \ ,P, ,/'N .1 \ - . , I - : 1. v � - , \ i .1 il� � 1. , " U I 1 4 / 1. . I I ,,, I ,:�'k I \' -\ \ -1 � �� 11 ,/ \ , '!t� 1P geotech. These permanent ill areas will be identified onsite by owner. . I .1. �z� \ \ \ ,, � � �- I 11 I � I ,\, k�'F,/� :;�,:.,r \/�\ VARIABLE \ e" �,� 1. . , � I " ''', . "I I I :,., I , �, �:, . �,: , , 1, 1, I P.U.E. und-mbunted mechanical equipment shall be screened from view I ' I , , - 1 \ " I I ," / \ , � , " 1 15. All roof and gro I I � ]:�: I ', I �: 11, , I \ / \ or isolated so as not to b- visible from any public right-of-way or residential district , - I - - . I I .... 1\ I I I I � - 1, : r . � -'Ii , R3 \ 11 I.. , , . 11 , . .11 , . I ", (1 1092,1 00) \ I I-/ I :Lk 1 �2; .Z -1 " �, / \ ,, I , . � � 11-1- ,.:, � :, � 11 I , �, . . � - \ , �, � I 1::., ,�� 11 � � , � F. I " 11 I ffi,:��,� 1 1, - � 11 - .. / \ - � 11 within 150' of the subject . ot, measured from a point five feet above grade. Such I , ,�:. � � . I.- I . I � I , , ! 11- , , . � � �. \ 1, ,�\'111. .1 � I 7'. �,i�,x � '' ''. . 1; �e N " - 11 I � , . I � . 1. I �., Lk- .... � ... . I , � �, , ".1 screening shall be coordina I ed with the building architecture and scale to maintain a . I 11 5 ��:,,�% `�****** �: 12, , -� - I �', � � 11: .. 11 - � *'* 11 �. vt �: , , I I I ... " unified appearance. 1 � - . I I , I I I ... � I � :1. 11: � \,\--, , i � � �., ��, :'. � % �, :, � � � 11 � - � �, , " � .. -1 , :, , , , 11 1 f:f., '' �.:�L:: \ \ 11 \ \ �� �:: I-% :., ���,!, 4 �.., ...;..,7, I . ........ EX. 6 - \ \ J .1 .", 16. All soil exposed by construction shall receive cellulose fibermulch seeding. 1 , ,; I � 1.'r \ " 1111�1 I " I � F: �;, -1 -�117 i �:� -1 ;1 3AN. , StWE . �, 1,1:11-F i6�,�:�:i�; �,�,�i �� ... ��, I , 1: � � . - 1111.�,1:11 , :;� ... L ;!11�, , .�!�!!IjS �.. $i!iNjl "'N 17. Fire suppression lines 'hall have a lockable lid on the isolation valve. The lockable I..". � 4'.. - ! > 11 11 . S - i�! � .: I - -:w--:: D ATT - �, .1- A �:S:;.z ��:.::� � . (PRIVA I '1� I :f,]��z. ;t--' , '' I 11 I t ,:11 I � �� . 0, : Z�i.� .;;-;.;.;;:7;,- 11 11 I - , , � . :' . : � � , \ , lid shall, at a minimum supply protection as the AMPro USA LL562-WA locking lid. - , � ,i ,. , . ... %". -� I I I_- �: . .. .... , .: :, -1� - �, I I ,:: - :1 I - �.. 11 �� .1 \ \ ; , � 11 � , - - --!�, ':ternate Ioo-kab 11 - !''-; - til I - i �� �� . ,�� ..... - I � , , 11 \ . ," - I -, .: ., ,:, #::-�.. � -1 . I I t - , .. ., I � . I I . I \ - " 7 , % le lid shall e approved by C -o -l -lege -Station Utilities Director_ or -his/her 11 <,, - ,-7..:�'[ 1 � 1( I I , - � - -- . I 11 - -- -- �� I " , , \ . I I I I 11 � �', � , I \\\ , designee. I I � . I F ::�� , I : , , -:111 I . , . , 1 8,1� , , ,,,A 1:�.:: :;: I \ , , V) ,� ... 1-1 .1 V � I I � 1-1- -0 z t] r7l � I \,\, \ , C- I : : ;�.:::.I.I.J:4 ".,:.�:.:�,�z:�.:,i.��;::�:�����i;::!�:1:�:: . , , 18. Exterior Building and site lighting will meet the standards of Section 7.10 of the . � , b �� �:; :� , � I ,��,�\� , , �,:, , - - '. � I 0 1 - �,� ,:I .7, I I I , \ �,\ "-< . .11 I I \ '.,v , � : �. - � I 1, 1: �. 2 I I , - Unified Development Ordinance. The light source shall not project below an opaque U) �� : �.." I I I \ , I ; - - ,::: - i,; I t:, z . I ,Is\ , i .- .. , --'It, I I 11 � I . \ \ I " housing and no fixture shall directly project light horizontally. Fixtures will be mounted �, � � F ,� , %;,�: �:: ':, I , 1. 5.� , I - I I I I ,, \C, \ "< - . > 77t,.:�;.;, I t \ i It, I � ,�,� ,V " . \ , , (D :, �.� ,:: ,,:. :1:11�r ,,I" , t, V \ ,,, i ner that the � I I :�z;�:.:� lt!:r!�."� " g , N W, FIRE , , � 11 \ \ I projected cone of light does not cross any property line. n" � I ;,:� �. i , i. :� � z ' \ , I � . a, : , i 3: :1�;�..,:'',::,�,,,-��l��ti:i:m�I � , H RANT I 'N 19. Contractor shall provide parking lot striping in accordance with the layout shown 'R I .t- I \ I � , � - '� N,� I I I "I , 11 I :� ell .71: ,, �; *.:��r� : I , I i;:- �� 1 :,.7 �. " �, I \ on this plans. I . il fl) . 1� I . R2' -i . �- 5, \ N '.--r7, � � �l ; :� ,�� " 11 K) - , " ;, :;�".,�� ,:;, : :.. I 1, I - �> , I N .1.11 - 111� 20. Contractor shall mount a placard with the word "FDC" on Freestanding FX's stand -1 I I ... I � , I . M , 4 :1: � .111, �tv 1-1, - A " \ 11-1,11 -1 .11.1 I ". I . 11 t, � `:��:�: lRib! :, �,�:�:: , ' I -) I .G - , , 1". , 11 1,; , zi: C I :�:::, �]�:�z,�;! ��� �z ; :." . �� :t, i.- I (Per Fire Marshall), : � , A ,:il ., . 7 , I ,! �:�!:� I i;�j:-: �i 1,�::::��: � . - � X, � I n S . *! .'. � .1 I ,.. - -, �, , - = .1.1 a. a - ��:, '!;;.�, 11 , '' , - I -;:1.11-1; 1: 1:: , I nd s itary sewer being constructed with this site plan is private. I I It , , ;I - N , 1 21. All storm sewer and s I . 11 I � -i , . - , I � � '.. ., - . - , .,.\ � - C - ,, � - � - , - t, � -, , � !� , '' , - 1A ; I �z :;! !'�]:� .. " , C, , , , ,,4, .2 If! , -, - V- 22. All Water Meters will be 1 " unless otherwise noted. �? �:1.1 . I I CL � � . - � - .: . I . � � � . '' - �; o R11.1 i ,.;;11 � I - , - - , ,� :::,;;.�. . U, �� - � - I . I :; 2:1 ,V,e " � �z;l I . 11,.: �:;; :: � � �..: "I I � -i. 4' 23. All dumpster enclosures shall be 12'xl2' interior clear space with no obstructions. :� I .. � 2. 1. 1 3 ��i , 1. -1 . - . � , .��l V) , � :�, � I.., , - �� ,. � 1:: :.!: :; � .. 11 .. .1 �� ..... � -111 M J - 11 � :. .1 I 't .: t 'L , ..,3 W- :�3 it � I I : 4 . ". 29 0' ' " 24. All building types are t) pe V -B with a maximum fire flow required of 1500 gpm. in a I , . 11 ,: !: � z i . . . j .:: . i,� , � . - 1: :: .. !I. I � , , I . 04 8 0 1,��:: ''�.! � � ,<� 25. 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I ....... :-..:.M..--- -1 ,! .... ... � ...... � .................. � ...... ::N - , :, Z., \ \ ..... 11 I I W . =.�� ... I - .. ..... . ....... � ...... .. � . .. . . ......... � .... � .................. : . I -41--l" .rk� . .11 . 1. I.: . . .P�i;��,. : , . Z \ I 1\ I --I . . , .. L i: . F� n q / . :: � - ,A- I � C, ---11 I . I I , , :; : . ,.: � �F �., , 6 1 , ". " i, .;: -` : : . I ;!i;:�i;��k��6'�r,;�,, "i , " I \ � "I" .; : - 'd.......... 7,- :. : : t�;�,:-,�� .. �: :. I V,��t:!!=:=l ... �::=:.�,..:.:.!j1 I ; I ,� \ 10\ , ) 'I', , : � . . I - I , i : FIRE HYDRANT I I .11 I : t I . ... X i .. :. - '� f1.V::::::M.!d.4;� .. \ I \, .. 1. .. ; .: .1 I - I I I i r.- .... .... :r :�=-- T 11�.��r-�:,.-,..:.,.,., !I .. I \ 1 " - , / : .. - . 26 I - '' , �� I e : zr ! : -.......AJ: ..... -,;i! i� I ; I 11 , " , in ,; ...."� 1, � I � 1:r, - , I � , \ ". V .......... -\ F� � � I. - . . . , !n�iUp :: . . .... I 1i ` ), , k I I I S �15113 ; . 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I � ".1 I I I - I � I I - -------- I I I I I I -- -------------- . I . � . . I . . NTS . I I I . I SCALE I "-50 � I I . I . ; I . � I . I . I I . I � I � I I � . I I � I � � I . I I I I I . � . I I � . I � . . � I � I I � � I I I I � . � - I � I . I . � � � I I � � � . � . : . . I I � I I I : � I � : � . "I : : I I � PROJECT BENCHMARK: SQUARE. CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' `NORTH OF INTERSECTION WITH FM 2818 X— 35 — 53461.31, Y= 10199936.19, Elev= 322.23 . Phase 1A 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS= =32 BDR/BUILDING 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 p.s. 1 — 6 units (4x4b + 2x3b) = 22 bedrooms Required Parking Phase 1A: 48 p.s. 13 units / 48 bedrooms Parking Provided Phase 1A: 150�s. Cumulative Required Parking: - 48 p s. 10A UNIT BUILDING: 1.8 H.0 SPACES PROVIDED (INCLUDING 2*4(BDR) +4*2(BDR)+4* 1 (BDR) 4 VAN ACCESSIBLE Hr SPACES) - Cumulative Parking Provided: 150 o•so•s• Phase 1 B (PER UDO -MULTIFAMILY DEVELOPMENT: 4*4(BDR)+2*3(BDR)+4*1(BDR) 1-8 YRD DUMPSTER/16 DWELLING UNITS) 0 9 units (5x4b + 2x2b + 2x1 b) _. 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 - 8— units (4x4b + 2x2b + 2x1b) — 0 bedrooms required parking: 52 pa. 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 1B: 552 D , 14 units / 52 bedrooms Parking Provided Phase 1 B: OTs. 2*( 7E UNIT BUILDING)= 14 D.0 8F UNIT BUILDING: 2*( 6A UNIT BUILDING)= 12 D.0 Cumulative Required Parking: 100 p.s. 1*( 5A UNIT BUILDING)= 5 D.0 7A UNIT BUILDING: TOTAL= 291 DWELLING UNITS 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING Cumulative Parking Provided: 150 p.s• Phase 1 C 7C UNIT BUILDING: 7*4(BDR)=28 BDR/BUILDING 0 — 9 units (5x4b + 2x2b + 2x1 b) = 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 p.s. 0 — 6 units (4x4b+ 2x3b) = 0 bedrooms : Required Parking Phase 1C: 53 p.s. 15 units / .50 bedrooms Parking Provided Phase 1C: " 59 p.s. Cumulative Required Parking: 153 p.s. 3*( 8 UNIT BUILDING)= 66 BDRMS Density = 291 units on 16.40 acres 2*( 8F UNIT BUILDING)= 52 BDRMS Cumulative Parking Provided: 209 p.s. Phase 2A 17.74 Dwelling units /acre . 7. � .m_ 1 *( 7C UNIT BUILDING)= 28 BDRMS - 1 — 9 units (5x4b + 2x2b + 2x1 b) = 26 bedrooms Type 3 & 4 Bdrm: 92 bdrm 1 — 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 922 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. 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 2A: 73 12.s. . Cumulative Required Parking: 263 p•s. 31 units / 104 bedrooms Cumulative Parking Provided: 282 mss. Phase 26 1- — 12D units (5x4b + 2x3b + 5x1b) = 31 bedrooms Type 3 & 4 Bdrm: 58 bdrm 1' — 10A units. (2x4b + 4x2b + 4x1 b) = 20 bedrooms. required parking: 58--p.s. 0 - 9A units (5x4b,+ 2x2b + 2x1b) = 0 bedrooms Type 1 & 2 Bdrm: 35 bdrm 1 - 9B units (2x4b + 5x2b + 2x1b) = 20 bedrooms required parking: 53 p.s. 1 — 8 units (4x4b + 2x2b + 2x1b) = 22 bedrooms Required. Parking Phase 2B: 111 p.s. ParkingProvided Phase 213: 112�s. 0 — 7A 0 — 7C units units (5x4b + (7x4b) = 2x3b) = 0 bedrooms 0 bedrooms 4•�s. Cumulative Required Parking: 37Cumulative Parking Provided: 394 a� 0 — 7D units (7x4b) = 0 bedrooms — 0 — 6 units (4x4b + 2x3b) = 0 bedrooms 39 units / 93 bedrooms Phase 1 C—R 0 — 12D .units (5x4b + 2x3b + 5x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 0 bdrm 0 - 10A units (2x4b + 4x2b + 4x1 b) = 0 bedrooms required parking: 0 p.s. 0 — 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 9B units (2x4b + 5x2b + 2x1b) = 0 bedrooms required parking: 0 p.s.0 — 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms Required Parking Phase 1C: 0 p.s. 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Parking Provided Phase 1 C: 19�s. Cumulative Required Parking: 3712.s.. 0 — 7C , units (7x4b) = 0 bedrooms Cumulative Parking Provided: 413 0 0 — 7D units (7x4b) = 0 bedrooms 0 — 6 units (4x4b + 2x3b) _ 0 bedrooms 0 units 0 bedrooms Phase 3 2 — 12A - — "0- units (6x4b +.'40b + 2x1 b) 76 bedrooms Type 3 & 4 Bdrm: 246 bdrm - °_ `12D units -(5x4b + 2x3b + 5x1 b) 0 bedrooms -`-required - parking: -246—_6.s -- - — 2 — 11A units (3x4b+2x3b+2x2b+4x1 b) = 52 bedrooms Type 1 & 2 Bdrm: 20 bdrm 0 — 10A units (2x4b + 4x2b + 4x1 b) _ 0 bedrooms required parking: 30 p.s. 1 — 10C units (4x4b + 2x3b + 4X1b) = 26 bedrooms Type 2 Bdrm<130sf): 8 bdrm 0 — 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 10 p.s. 0 — 9B units (2x4b + 5x2b + 2x1b) - _ 0 bedrooms Required Parking Phase 3: 286 p.s. Parking Provided Phase 3: 293 12.s. 2 — 9C units (3x4b + 4x3b + 2x1b) = 52 bedrooms Cumulative Required Parking: 660 p.s. 0 — 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms Cumulative Parking Provided: 706 12.s. 1 — 8F units (2x4b + Ox2b + 6x3b) = 26 bedrooms SITE CALCULATIONS TOTAL BEDROOM • FIRE DEPARTMENT CONNECTION 16B UNIT BUILDING:, PARKINGe PER UDO- MULTIFAMILY DWELLING: 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS= =32 BDR/BUILDING 1.00 SPACE/BDRMS 16E UNIT BUILDING: 2 BEDROOM UNITS (BR<130 s.f.)= 1.25 SPACES/BDRMS 4*4(BDR)+4*3(BDR)+8*1(BDR) 2 & 1 BEDROOM UNITS= =36 BDR/BUILDING ` 1.50 SPACES/BDRMS 12A UNIT BUILDING: 6*4(BDR)+4*3(BDR)+2*1(BDR) TOTAL TYPE 3&4 . BEDROOMS= 726 BDRMS REQUIRED =38 BDR/BUILDING PARKING= 726*(1.0)= 726 P.S. TOTAL TYPE 2 BRMS(<130 s.f)= 8 BDRMS f REQUIRED PARKING 8 (1.25)= 10 P.S 12DTOTAL UNIT BUILDING: TYPE 1&2 BEDROOMS= 105 BDRMS 5*4 R)+2*3(BDR)+5*1(BDR) REQUIRED PARKING= 105*(1.5)= 158 P.S. REQUIRED PARKING SPACES: = 894 P.S. = =31 B 31 DR/BUILDING PROVIDED PARKING SPACES: = 90990S. 11A UNIT BUILDING: HANDICAP PARKING: 3*4(BDR)+2*3(BDR)+2*2(BDR)+4*1(BDR) 27. OF TOTAL PARKING SPACES 26 BD R BUILDING 909 TOT AL 2� _ 18.18 =18 P.S. J".C. SPACES REQUIRED 10A UNIT BUILDING: 1.8 H.0 SPACES PROVIDED (INCLUDING 2*4(BDR) +4*2(BDR)+4* 1 (BDR) 4 VAN ACCESSIBLE Hr SPACES) - =20 BDR/BUILDING DUMPSTER• 10C UNIT BUILDING: (PER UDO -MULTIFAMILY DEVELOPMENT: 4*4(BDR)+2*3(BDR)+4*1(BDR) 1-8 YRD DUMPSTER/16 DWELLING UNITS) =26 BDR/BUILDING 9A UNIT BUILDING: 2*(168 UNIT BUILDING)= 32 D.0 2*(16E UNIT BUILDING)= 32 D.0 5*4(BDR)+2*2(BDR)+2*1(BDR) 2*(12A UNIT BUILDING)= 24 D.0 =26 BDR/BUILDING ' 1*(12D UNIT BUILDING)= 12 D.0 98 UNIT BUILDING: 2*(11A UNIT BUILDING)= 22 D.0 1 OA UNIT BUILDING)= 10 D.0 2*4(BDR)+5*2(BDR)+2*1(BDR) =20 BDR/BUILDING *(1 1 (1 OC UNIT BUILDING)= 10 D.0 1*( 9A UNIT BUILDING)= 9 D.0 9C UNIT BUILDING: 1*( 9B UNIT BUILDING)= 9 D.0 3*4(BDR)+4*3(BDR)-1.2*1(BDR) 2*( 9C UNIT BUILDING)= 18 D.0 =26 BDR/BUILDING 3*( 8 UNIT BUILDING)= 24 D.0 2*( 8F UNIT BUILDING)= 16 D.0 8 UNIT BUILDING: 3*( 7A UNIT BUILDING)= 21 D.0 4*4(BDR)+2*2(BDR)+2*1(BDR) 1*( 7C UNIT BUILDING)= 7 D.0 =22 BDR/BUILDING 2*( 7D UNIT BUILDING)= 14 D.0 2*( 7E UNIT BUILDING)= 14 D.0 8F UNIT BUILDING: 2*( 6A UNIT BUILDING)= 12 D.0 2*4(BDR)+6*3(BDR)=26 BDR/BUILDING 1*( 5A UNIT BUILDING)= 5 D.0 7A UNIT BUILDING: TOTAL= 291 DWELLING UNITS 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 291 D.U./16 (DMPST/D.U.) =18.18 DMPST 7C UNIT BUILDING: 7*4(BDR)=28 BDR/BUILDING 18 (8-YRD DUMPSTER) REQUIRED 18 DUMPSTERS PROVIDED .7D UNIT BUILDING: (BAY WINDOW) 7*4(BDR)=28 BDR/BUILDING 7E UNIT BUILDING: 7*4(BDR)=28 BDR/BUILDING 2*(16B UNIT BUILDING)= 64 BDRMS 2*(16E UNIT BUILDING)= 72 BDRMS 6A UNIT BUILDING: 2*(12A UNIT BUILDING)= 76 BDRMS 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 1*(12D UNIT BUILDING)= 31 BDRMS 2*(11A UNIT BUILDING)= 52 BDRMS 5A UNIT BUILDING: 1*(1OA UNIT BUILDING)= 20 BDRMS 5*4(BDR)=20 BDR/BUILDING 1*(1 OC UNIT BUILDING)= 26 BDRMS 1*( 9A UNIT BUILDING)= 26 BDRMS 1*( 9B UNIT BUILDING)= 20 BDRMS Density Legend 2*( 9C UNIT BUILDING)= 52 BDRMS 3*( 8 UNIT BUILDING)= 66 BDRMS Density = 291 units on 16.40 acres 2*( 8F UNIT BUILDING)= 52 BDRMS 291 units / .16.40 -acres = 1 3*( 7A UNIT BUILDING)= 78 BDRMS 17.74 Dwelling units /acre . 7. � .m_ 1 *( 7C UNIT BUILDING)= 28 BDRMS - Max Allowable Density = - 2*( 7D UNIT BUILDING)--- 56- BDRMS 20 Dwelling Units/Acre' 2*( 7E UNIT BUILDING)= 56 BDRMS (R-4 Zoning) 2*( 6A UNIT BUILDING)= 44 BDRMS 1*( 5A UNIT BUILDING)= 20 BDRMS TOTAL BEDROOMS= 839 BDRMS LEGEND FIRE DEPARTMENT CONNECTION INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: INTERIOR PARKING SPACES: 145 P.S. 765 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 765 P.S./15 P.S.=51 51*(180 SQFT)= 9,180 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9.180 SQ.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 16.190 SQ.FT. SANITARY SEWER MANHOLE LEGEND / \ \ 10 f s t 1\ S i yEy MITCHELL PW. SOUTH _s"- / � t\• '� t. t, ♦ 1 a It // r l\ \ ♦ \ \ i CITY OF, \ COLLEGE STATION, , \ TRACT 1`a / ♦ ♦ ♦ VOL. 6762% \ r \ \ \ PG. 85 1 r 0.R.B.C. COLLEGE STATION 4o 0 CURRENT ' I \ /I CITY LIMITS �G t I / fJ \ ♦ ♦ `y " .+\ t ZONING: GS y N.T.S. ? s \ , VICINITYMAP ;I \ , `t - I _ ' I I i ,� SCCis• I \ 1 � ; � , c, \ 0 '' \ t1 1 Inch- 60fet ti {,` C f 1 t \ 1 Iy ::::Wr . - 4 . ' -o: QE__ I i _.. , . � +i .,,. .:° : '... . x• : ... '� _ _ - .. ..� _ — .._.ems 4 NIT BUILDIN _ G 3729 — o .... �.�� .....� � � ,t = • 5 ' <': r � � �,�, ,.—....�. tiE � -, 3 1118 .. ._. .�_ — t , :+.moi', i _ ... t _ u.. _ ' r . , - - ----- "- 15' P.U.E. 6B -UNIT BUILDING = 3357 * 2 = 6714 SQ:FT. _ -: ur - ur ur � _ - - - - (95.15/150) ur 5A UNIT BUILDING =3042 * 3 = 9126 SQ.FT. :� - _ -- _ - M_ --- _________ _______________________________ _ _ _-- --------- ___ __- Exist. Guywire ___.___ ____ - �" _-____ ________ _________ ____-..__..---______--___ _- > 5' Side - - ""21 - - - - Setback (To Be Removed) - -(§515/150)'- --------------------- H&RYEY. -,M-ITC- HAELI 9515/150)--------------_------HARVEY:-.M-ITC_N_ELI _PARKWAY- .FM 18 --- _-,-------- 28- R.O.W. VARIES -_ - _ -- t - -- . _ _ .. - - - - - _ - - - - _ .. .. .. .. . . _ .. _ _ "' . .. ... _ .. .. .. .., .. _ t .J t t .. _ .. _. _ _ .. _ .. ------------------- -------------- --------------- _ _ .. .. .. .. .. _ FIRE DEPARTMENT CONNECTION �! WATER METER WATER VALVE Om FIRE HYDRANT — �— SANITARY SEWER CLEANOUT. SANITARY SEWER MANHOLE STORM DRAIN CURB INLET RAMP WITH ADA PAVERS f TRANSFORMER PAD ins ELECTRICAL PULL BOX H ELECTRICAL SWITCH GEAR / \ \ 10 f s t 1\ S i yEy MITCHELL PW. SOUTH _s"- / � t\• '� t. t, ♦ 1 a It // r l\ \ ♦ \ \ i CITY OF, \ COLLEGE STATION, , \ TRACT 1`a / ♦ ♦ ♦ VOL. 6762% \ r \ \ \ PG. 85 1 r 0.R.B.C. COLLEGE STATION 4o 0 CURRENT ' I \ /I CITY LIMITS �G t I / fJ \ ♦ ♦ `y " .+\ t ZONING: GS y N.T.S. ? s \ , VICINITYMAP ;I \ , `t - I _ ' I I i ,� SCCis• I \ 1 � ; � , c, \ 0 '' \ t1 1 Inch- 60fet ti {,` C f 1 t \ 1 Iy ::::Wr . - 4 . ' -o: QE__ I i _.. , . � +i .,,. .:° : '... . x• : ... '� _ _ - .. ..� _ — .._.ems 4 NIT BUILDIN _ G 3729 — o .... �.�� .....� � � ,t = • 5 ' <': r � � �,�, ,.—....�. tiE � -, 3 1118 .. ._. .�_ — t , :+.moi', i _ ... t _ u.. _ ' r . , - - ----- "- 15' P.U.E. 6B -UNIT BUILDING = 3357 * 2 = 6714 SQ:FT. _ -: ur - ur ur � _ - - - - (95.15/150) ur 5A UNIT BUILDING =3042 * 3 = 9126 SQ.FT. :� - _ -- _ - M_ --- _________ _______________________________ _ _ _-- --------- ___ __- Exist. Guywire ___.___ ____ - �" _-____ ________ _________ ____-..__..---______--___ _- > 5' Side - - ""21 - - - - Setback (To Be Removed) - -(§515/150)'- --------------------- H&RYEY. -,M-ITC- HAELI 9515/150)--------------_------HARVEY:-.M-ITC_N_ELI _PARKWAY- .FM 18 --- _-,-------- 28- R.O.W. VARIES -_ - _ -- t - -- . _ _ .. - - - - - _ - - - - _ .. .. .. .. . . _ .. _ _ "' . .. ... _ .. .. .. .., .. _ t .J t t .. _ .. _. _ _ .. _ .. ------------------- -------------- --------------- _ _ .. .. .. .. .. _ PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON FIRE DEPARTMENT CONNECTION I I WATER METER ¢ a r .' ,r ,i Ow I � .SOUTH . SIDE OF HOLLEMAN DRIVE APPROX..900' NORTH OF INTERSECTION SITE PLAN NOTES: 'n _f. I. . I I_1 .A :. •. I 6 _ - WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 1. Name of Project: Lakeridge Townhomes Phase 3 PHASE 3 %ONLYI Q LINE Y.::. PARKING REQUIREMENTS "' 2. 3. Address: 1198 Jones Butler Road,. College Station, Tx Owner: Lakeridge Living L.P. Total Type 3 & 4 Bedrooms = 246 Per UDO - Multifamily Dwelling: OTHERS 24" _C �, A Texas Limited Partnership Required Parking = 219 * (1.00) =246 .{ .h lIi I! /1 / t ,,t Y il:. �ii.u4 eee 1,,,.�;;1riil,riii,;ti�;;I * I 3 & 4 Bedroom Units = 1.00 space/Bedroom ' �, (min) �' 8 WL Box 10028 Total Type 2 Brms (<130 s.f.) = 8 tO8' 2 Bedroom Units (BR<130 sf)= 1.25 space/Bedroom WATERLINE11.1 ' 1 20' BY =_OTHERS Coll College Station 77842 Required Parking = 8 * (1.25 ) =10 2 & 1 Bedroom Units = 1.50 Space/Bedroom ` �) l SETBACK `� _- �(EXITi ONLY)i1�,�; .J \ R ' .��' 15' I (979) 739-9944 Total Type 1 & 2 Bedrooms = 20 22' ~ ` . ;� r,� i.5' P.U.E. •� i :... -R I I KN`` � �.� a, #4 Bars ® 15" O.C.E.W. 4. Engineer: Mitchell & Morgan, L.L.P: Re uired Parkin 20 * q 9 = (1.50) REQUIRED PARKING SPACES = 286 =30 Spaces Handicap Parking per Table 2 Section 4.1.2 of TAS: 151 200 Parking II 26' I (VOL 9515, PG 150) R,O.W. I [", � , , '' . QEDICATION 511 University Drive East, Suite 204 College Station, Texas 77840 PARKING PROVIDED PHASE 3 = 293 Spaces P P - spaces ->6 Accessible Spaces. 200 - 300 Parkin s g paces ->7 Accessible Spaces Required Required I I 92/100) I 6"pll,,,�t: 4_64000 PSI Concrete . ) (979) 260-6963 ' U lE T 301 400 Parking spaces ->8 Accessible Spaces Required . 1 I LU 1tJ 5: Zoning: R-4 (Multifamily) P E. _ 401 500 Parkin spaces ->9 Accessible Spaces 9 P p Required / / (1 1 092 I 6. Existing Use: Undeveloped -Vacant /140) 501 -1000 Parking spaces ->2% of Total Parking Spaces �,5' P.U.E. / �����/,,/,�/,\ -I ���\���\���\� . ��� ��� �\ �\ �\ �\ \6" \ 7• Proposed Use: Multifamily Setbacks: Per PHASE 16, 1B. 1C. 1 D 2A 26 & 3 0 PHASE 3 (ONLY) , (VOL 3613, Lime Stabilized Subgrade 9 ?�\��\>�\r �� /�/\/�/ /�/\/� ' ' 8. City of College Station Ordinances Overall Site Total Type 3 & 4 Bedrooms 540 of PARKING \ / PG 285) / / / / / / = Area: 16.40 acres SPACES: 293 parking spaces \ Phase 3 Area: 4.08 Acres Required Parking = 540* (1.00) = 540 ACCESSIBLE SPACES -REQUIRED: 293 * 2%= 5 86. \ // ' CONCRETE PAVEMENT DETAIL 9. Water Demands (Per Unit) : Min.= 0.00 gpm, Total Type 2 Brms (<130 s.f.) = 8 ACCESSIBLE SPACES PROVIDED : 4 H.C. SPACES -O --THIS PHASE ���41 \ ' / -STANDARD - I . Avg.= 1.53 m, Peak= 5.65 9 = gp 9Pm Required Parkin 8 *,' q 9 = (1.25) =10 . I y/ , r NTS 10. Sanitary = nitory Demands: 1600 GPD Max., Min.- 0 GPD, Total = Type 1&2 Bedrooms 73 moi' LANDSCAPE POST ,' / \ / t° 154- II Avg. _ .400 GPD (Per .Unit) Required Parking = 73 * (1,50) =110 `, 4 PHASE 1-A, 1B. 1 C. 1 D. 26 2B & 3 OE ' / \ / a _ _ OE 6 11. 12. Overall Height: of Buildings:. 40 to top Ridge Because the dumpster REQUIRED PARKIN = G SPACES 660 PROVIDED PARKING SPACES = 706 Spaces: Spaces CEDAR FENCE CUMULATIVE PARKING SP ACES: 706 parking spaces CUMULATIVE ACCESIBLE SPACES RE U * Q (RED: 706 2%- ,'/ \ / ,/ ',' / / , PLANKS 3" 'I screens are located within utility CA = 14.12 / - 'S easements, the property owner will be responsible for the : 14 H.C. SPACES REQUIRED CUMULATIVFI (_� EX. 6" / 55 ,' r'r , re lac replacement of the screens if ' P it becomes necessary to remove them for utility construction - 16 H.C. SPACES PROVIDED (Includes 4 Van Accessible \\ SAN. SEWER % r \\ (PRIVATE) 1 377N and/or maintenance. \\ / ; 17:. I • �` 5 13. _Iz, Project Information: PH 3 93 UNITS \ / '> ' ' \ - 14. Dumpster Requirements: Phases 1, 2 & 3 =205 O.U. \\ 20' , R3 ' :, „_ ..- 205 D.U./16 (Dum ster D.U. =12.81 P / ) BUILDING TYPE ST ORY # EAVE HEI GHT S FOOT G Q A E 1..: A 9. 12 . , _.. ,.. _._ 13 Dum ster Re Required & 13 Dum sten P Provided. q p . _ / r ':;, . . , tiF _.., ,, _, ,,. / � _., ...... � 11_ _. -' This site d - oes not li es within t he 100 year floodplain bounda h' 21 11A' UNIT BUILDING 22 11A UNIT BUILDING 3 STORY 3 STORY 28 10 28 1 0 * _ 4210 3 1263 OS.FT. Q * _ 4210 3 12630 SQ.FT. EX. 18 ���'' / / s w . „ • -r • 6» _.,....: : per p FEM A s Flood Insur once Rate Ma an el 48041 C030 p P 5E. 23 6A UNIT BUILDING 3 STORY „ 2 0 8 1 * _ _ 3729 3 11187 SQ.FT. A SANIT RY , EX, 6. . / ... _:.. _...:. _. _ _ _,., _<... _.-: -_ _....._ � _ . Effective cfive date. May 2012. Y 5A U NIT BUILDING 3 S TORY , 28 10 3 042 3 _ 9 126 SEWER / 4._. SAN. 9E. ,R __ , , __ `� _. _.. F _.. _. _ _.. - „� a , �» 25 9C UNIT BUILDING 3 STORY 28' 10" 4188 * 3 = i 12564 SQ.FT. / ._.... _ . _ _ . f :'. \.'; ;; (PRIVATE) R8' `:..? r! __ T wu J tV' IJ V.V. TYP E 3 CUR B FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS . 26 8F UNIT BUILDING 2 STORY 19' 4" 4780 * 2 = 9560 SQ.FT. I / `/ ��'�, `R�'`i a .26' 2 „ ,� _: 7 9 _. _ C U * _ NIT BUILDING / LDING 3 ST _ � . ... _ _ STORY s 2 0 _ e� _ . 8 1 4 ,. 188 ,� 1256 -....___ . 4 S Q . FT. ", 28 IOC UNIT BUILDING 3 STORY 28 10 4945 * 3 = 14835 SQ.FT. / ey `' R3'! ° ' _ If 30 12A UNIT BUILDING 3 STORY 28' 10 6017 * _ / �� ! \®° `� 3 18051 SQ.FT. , a 3 ��. �,� 9 NIT BUILDING 3 STORY 28 10 6017 * 3 = 18051 SQ.FT. / / ,. ;;;./ \ , 1 . e%.5 P U E. ,�� ry. . \, r:11 r i 9 , (vnl_ 9515. / i \\ ,._�1 // ,},-_ _r / GENERAL CONSTRUCTION NOTES: EX. 6" / /i/ / / r 1. It shall be the responsibility of the Contractor to verify the exact location of ALL SAN. SEWER / IO - - - - ` r i / // /, i existingunderground utilities. Furthermore, the Contractor shall contact all utility (PRIVATE) / / c' �\', '�F / / 9 1 E� / / � \ 4 /, 1 ''_ company representatives a minimum of 48 hours in advance of any excavation. I / /r /� F , / // / � `�/' �'P ; a. Contact LDig Tess ® 1-800-344-8377 A r RETAINING WALL [P Q b. Contact Kimberly Winn ®ATMOS 774-2506 (23" MAX HEIGHT) C. Contact IIIMike Lavender @ Suddenlink 846-2229 // " » . � d. Contact (Isabel Cantu ® BTU 821-5770 T.979.260 6'963 ,4�/ EX. 4 SAN. � \ F � oL ,; , l SEWER . u � �,qy e, Contact Mitchell Gas ® 779-4460 F.979.260.3!564 \' SERVICES `�\ , It f. Contact (Union Pacific Resources @ 778-8525 Q�3 i\ �� 11 g. Contact IRichard Wallace ® Verizon 821-4752 TX. FIRM # F-'' 1443 ' ` �F h. Contact Gllbert Martinez CSU (ELectrical) 764- 6255 p �, \ ti o o ` F I. Contact Butch Willis ®CSU Water Wastewater 764-3660 511 UNIVERSITY D RIVE EAST . I I : ''O -I!t! FIRE DEPARTMENT CONNECTION I I WATER METER ¢ a r .' ,r ,i Ow I � i -` 'n _f. I. . I I_1 .A :. •. I 6 _ - WATER WATER i -"i ELECTRICAL PULL BOX Q LINE Y.::. METER "' BY J I FDC ' OTHERS I: �, L],r. .{ .h lIi I! /1 / t ,,t Y il:. �ii.u4 eee 1,,,.�;;1riil,riii,;ti�;;I * I i:IRE .LANE FIRE�1 ' �, �' 8 WL tO8' WATERLINE11.1 ' 1 20' BY =_OTHERS -" BUILDINGs�SLIDING GAT ` �) l SETBACK `� _- �(EXITi ONLY)i1�,�; .J \ R ' .��' 15' I 0 22' ~ ` . ;� r,� --- -P I •� i :... -R I I KN`` � �.� ( T - cIyy 41.6' DTI ' R 15' II 26' I FIRE HYDRANT R,O.W. I I ; BY OTHERS : QEDICATION 5y'X55 CROSS _ j ', P COESS EASEMENT i I I 92/100) I : -- - - . ) :'I� ' U lE T w .r.i . 1 I LU 1tJ �--` P E. o', (1 1 092 I ' it /140) , 0 ,. .`� ' I • 0 , �' N of = , o~`. � ui1X2 Y , ' � Q 'o CEDAR R NAILER ON FRONT SIDE , I / Z(n w I . 0 � < , Q I , I . 2X4 'TREATED . I -0' moi' LANDSCAPE POST t° 154- II TREATED `, 4 2X4 TREATED OE _ _ OE is � as CEDAR FENCE C_r�� _ PLANKS 'I 2X4 TREATED CA N 1111111 _ II�-� � >i IIIII.r� i - , T; - , ii ......... T,..4.n ............. :-_:;�-_.f * -.- ___-......... _ 1. 9 :..x✓ c e LEGEND FIRE DEPARTMENT CONNECTION WATER METER ¢ WATER VALVE Ow I - SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE IM r' � STORM DRAIN CURB INLET K/.Y " uJe'f - C 6 ae ELECTRICAL PULL BOX I ic El ` ELECTRICAL SWITCH GEAR I KXl�`� ,,,r I,, i/' /ai' 'r�i''I �44 I .,(.VII �:Ii,,I L,, i11,1 .Cs,lI :l1&,';11/?n:, I .{ .h lIi I! /1 / t ,,t Y il:. �ii.u4 eee 1,,,.�;;1riil,riii,;ti�;;I * I LEGEND . : i : 20 BUILDING :: SETBACK Y K -W x g ,. I j .. l <1 14.84' I I - r„ - i z r I f i i - , -PVCs 1 _ •�� 2 ._. .-`-"-•- - - - - - - - - PVC - - :,_ e+-- I �; I 1 I I : - i;Zn!!;�ij,!:J!�j]� � . w1. .., m ."''. ,x I'll>- -, tis. ,.; 4. z .g ' .. ,.�", FDC11 �w� w,.I.0 ... m�; f 4 \ SUITE 204 �, COLLEGE � STATION, TON ' TX 7 7$40 e 2. All • � construct'on i shall r be ' in accordance with %'y ,� the current City of College Station • I�/' /J (C.S.) Standard Specifications for Street Construction BCS Unified / nified Technical RETAINING WALL \ S Specifications, Water and S PLAN & DESIGN SPECIALISTS IN �� p ewer and Generals, 2012, and BCS Unified Design Details. CIVIL ENGWEERING HYtDRAULICs (23 MAX HEIGHT) \<, , All inspection shall be erformed b ,� . /I p p y the staff of the Cit Engineer of C.S. All HYDROLOGY * UTILITIES STREETS a construction coon sh e c s * ` . \ all b coordinated with the City of C.S. Cit Engineer. SITE PIANS SUBDIVISIONS �11Y 9 m `� V 3. In lieu of using the construction materials indicated in these plans, the '. EX. 4" N. 1 www.mitc-hellandmor2an.com Contractor shall obtain written approval from the Cit Engineer for a S R 1 Pp Y 9 any substitution Firm #F-1443 SE ICES prior to Construction: Requests for changes should include 11/10/14 q 9 product information and an OF T \ engineers seal where applicable. The contractor shall -\ • . "'•• - .. \1 pP IL be financially responsible for the �?• .." engineer's sneer's ti me e s nt reviewing ew in changes e s.� 9 s . , and redesigning �` i nin P bas � 9 9 g g ed on contractors W: .. •..� ,r - � requests. ...... ........ .. ` ' ` � VERONICA J.B. MORGAN t , "; , N,, a 4. Trench Safety Requirements. shall be in accordance with O.S.H.A. Standard 29 ••.•••••• -4 a k CFR Part 1926 Subpart P and all federal state and local r °`'•� neae It o. T � 5. TR E.•� TRENCHING D B AN AC FILLIN S ' � G. All I t T .. -� - trenching t and backfilling ' ATE > /X 9 filling shall conform to the �Ss�o ••• • "ENS NAL ,� ., s eci ' fications � set out herein. p Testing shall be provided b a certified laboratory, t I �,�. � the Owner's expense, to verify these standards. An retesting due to substandard �I ,^� Y g bstandard 4 FIRE , work shall be at the expense of the Contractor. T , s' \ p tor. Structural areas shall include all l LINE .� > E .I�. sidewalks and shall extend L5 b _ / \� beyond the curb lines of all streets, alleys and parking / / ' 1,Z, areas. -oj__�l., s - y 6. It is the responsibility) of the contractor to comply with all State and Federal NOVEMBER 2014 11 I 11 \\�`' METER y. / Regulations regarding construction activities near energized overhead power lines. Designed by: VJBM e� ftf;„.4` �; r Additionally, the contractor Lshall coordinate all ro osed work and Drawn By: JUJ 11,�p p procedures with the Checked By: VJBM �'yF / VAR. P.U.E. . City of C.S. Electrical Division. I'll�, - �1' 1 1092/100 \\ 7. All materials & labor Lnot identified as a Separate Bid Item shall be considered �` - FDC j \ subsidiary to the item in which it is used. All materials and equipment shall be both R2' WATER 11 81NE\ /' '\ �' \�, furnished and installed unlelss otherwise noted, \`���s ,1 Acs\ \\''` ' 8. The Contractor must provide construction staking from the information provide on g ?. \, these plans. O il FDC /� \\ n �� \ r /./ / �� , /, 9. , All soil exposed by construction shall receive cellulose fibermulch seeding. 11 1 / R151` \ _ _ / 10. Trenches may be left open overnight if properly barricaded. O PI �R15' EX ��' \`� , 11. Adjustment of Water eters, Valves, Manholes, Irrigation Systems, and any otherit W c\ JUNCTION / _ - , Public or Private Utility, et are not separate -0 0 BOX . , , Y, p pay items. The Price of the adjustment W \1. 1. o R,I �� J \ shall be subsidiary to the construction of Sewer Line, Force Main, etc. a \ \ /� EX. FIRE __ �� 12• The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, n - O ' HYDRANT E i �. � CSU, and Verizon to adjust the location of existing facilities. Q s.? U ' 1 x �'`\ �/` 13. The contractor is responsible for traffic control. This is not a separate pay item. �-; Q 0 I �` Wl�TERLIN1: - _ �\� �`�, 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be �' 11 I\ �� "z, �' stockpiled and remain onsite if properly compacted in lifts ��" " P I' \ \� \ p o P p Y p and tested for density by U 1., _ `� ��p / ` e`� geotech. These permanent fill areas will be identified onsite by owner. i ` ,y% VARIABLE ` F� 15. All roof and I �`�\/ °fie P.U.E. �` ground -mounted mechanical equipment shall be screened from view .p ' R3' �� {(:11092,100) �`;\ or isolated so as not to bel visible from any public right-of-way or residential district A ` ° , / A / , . \\ `�. within 150 of the subject lot, measured from a point five feet above grade. Such ...: ?�\ screening shall be coordina d with the building architecture and scale to maintain a 4;71�''., \ 9' `� 'IF, -I e / /- unified appearance. ' EX. 6'= `SFr\ ,� 16.' All; soil exposed by construction shall receive cellulose fibermulch seeding. AN. , S EWE �� \�� (PRIVAT _� �� < 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable s ��y'�§�. Alternate lockable lid shall supply protection as the AMPro USA LL562-WA locking lid. .11 . 6 5 \ , lid shall, ata minimum su _ , _- _`., � _ - _� _ _ _� e approved by College Station Utilities Director or his/her • - - - _ - - -- - 1;g11� = designee. - - _ - v) ',11 \ Y 18. Y Exterior Building and d site lighting will meet the standards of Section 7.10 of the O a� R3 , , 11 , Unified Development Ordinance. The light source shall not project below an opaque (n �, G �. - r housin A g and no fixture shall direct) project li ht horizontal) Fixtures > Y P 1 9 ures will be mounted L Y S¢: N W, FIRE w �� in such a manner that the projected cone of light does not cross an property line. ry 11 �`, H RANT ��\�(, 19. Contractor shall provide ;parking lot striping in accordance with the layout shown N "I 11J u , � on this plans. N ,. ` R10'. cni ^ .r ,\ 20. Contractor shall mount a placard with the word "FDC" on Freestanding FDC's stand `��� ` y (Per Fire Marshall). i 21. All storm sewer and sanitary sewer being constructed with this site plan is private: fL N �� "� 22 All `Water `_tvleters will_ be�,.� 1: unless otherwise noted a 11 6R3' r i' 23. All dumpster enclosures jshall be 12'x12' interior clear space with no obstructions. ' i 3�'� > (� (� 2 9 t�> 24. All bwlding types are type V -B with a maximum fire flow required of 1500 gam. a N FDC n 25. Contractor Shall mount and install a Knox Switch at the "Exit Only" gate to be 0 Z d. C� accessed by C.S. Fire Department from Holleman Drive. o .�` iri3 ," $ iz ,.> , ;Y I , .\,` \ I \ I. Cf 1...-"... '!`�1\ I;. g �, , d :..., & • a r Kt' '� , \ N 1 ' I ?� \I. ,,,,.....-• 1\ .V^,. t \ p 11 -iljg .A, , 1, ,...\ 1 , N', ', ��� UJ 'sc STORMY \ F't. 1 \ l iI 1. ��1J , DRAIN _�, c 1\ .......co ,.-. ..:�1 rt ' ;. , M 'Z ^` J ...� 12 -PV _ - - - - .e- ._...-,_.._ I "I 1 - \..LI \ \ -- -- tt_ t,_ , . , m � �� 3 fit i % . 11. n 1- ; \I D 'v is ' &!IVER !! . ; �„ I , -, .,I€G J J D i of Xlrw i j 3' - ! 4' - ; 3, ; r�i" 4a 4 4 '.5 ,,, W, I '!ii > , i 10 P U - - -T E 8 -I 1 9 E--` I - 18 -` - - - --i == - r... -'-1 -- .. _ _.. _ _ __ - - _ ,, ., � I , _ _. .. ..... _.. ..._ , ......_... ..... 2 WATE i - _... _ r _.1 , o -. 18 , \ 0 - . R �.1 \\1 £ f' , \\ a \ 1 N t \ �...... ... _-...\_--.. ��1 Ii \ N \\ FDC �-'Al _.. \\\ £ I I � � o I I I \ w _i- , � \ t ; �a \ I I N I i , 11 ry, I- ---1 C 1 : h: 8-wi,. ,VER. STORM �1__-EX. 8'i i'�_----- EX. FIRE __ __ rti,\s� I HYDRANT ATER LINE- - I ,.� , .1 i 11", "', �`�11 /VARIABLE', EX. DUMPSTER P.U.E. ENCLOSURES , -1 / � i nc» inn\ `.�/ C����LE� �o 0 1/ �_ _ 8 N! NSW ft. I� �, � Cry N-) 1Z Ni i i:� ,...J (/) TQ) J Q p kW � - " W !o � 2,`� 11Z Q 11 FIRE DEPARTMENT CONNECTION WATER METER ¢ WATER VALVE Ow FIRE HYDRANT - SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE IM r' � STORM DRAIN CURB INLET uJe'f RAMP WITH ADA PAVERS C TRANSFORMER PAD ae ELECTRICAL PULL BOX I ic El ` ELECTRICAL SWITCH GEAR I . : i : 20 BUILDING :: SETBACK Y K -W x g ,. I j .. l <1 14.84' I I - r„ - i z r I f i i - , -PVCs 1 _ •�� 2 ._. .-`-"-•- - - - - - - - - PVC - - :,_ e+-- I �; I 1 I I : - i;Zn!!;�ij,!:J!�j]� � . w1. .., m ."''. ,x I'll>- -, tis. ,.; 4. z .g ' .. ,.�", FDC11 �w� w,.I.0 ... m�; f 4 \ SUITE 204 �, COLLEGE � STATION, TON ' TX 7 7$40 e 2. All • � construct'on i shall r be ' in accordance with %'y ,� the current City of College Station • I�/' /J (C.S.) Standard Specifications for Street Construction BCS Unified / nified Technical RETAINING WALL \ S Specifications, Water and S PLAN & DESIGN SPECIALISTS IN �� p ewer and Generals, 2012, and BCS Unified Design Details. CIVIL ENGWEERING HYtDRAULICs (23 MAX HEIGHT) \<, , All inspection shall be erformed b ,� . /I p p y the staff of the Cit Engineer of C.S. All HYDROLOGY * UTILITIES STREETS a construction coon sh e c s * ` . \ all b coordinated with the City of C.S. Cit Engineer. SITE PIANS SUBDIVISIONS �11Y 9 m `� V 3. In lieu of using the construction materials indicated in these plans, the '. EX. 4" N. 1 www.mitc-hellandmor2an.com Contractor shall obtain written approval from the Cit Engineer for a S R 1 Pp Y 9 any substitution Firm #F-1443 SE ICES prior to Construction: Requests for changes should include 11/10/14 q 9 product information and an OF T \ engineers seal where applicable. The contractor shall -\ • . "'•• - .. \1 pP IL be financially responsible for the �?• .." engineer's sneer's ti me e s nt reviewing ew in changes e s.� 9 s . , and redesigning �` i nin P bas � 9 9 g g ed on contractors W: .. •..� ,r - � requests. ...... ........ .. ` ' ` � VERONICA J.B. MORGAN t , "; , N,, a 4. Trench Safety Requirements. shall be in accordance with O.S.H.A. Standard 29 ••.•••••• -4 a k CFR Part 1926 Subpart P and all federal state and local r °`'•� neae It o. T � 5. TR E.•� TRENCHING D B AN AC FILLIN S ' � G. All I t T .. -� - trenching t and backfilling ' ATE > /X 9 filling shall conform to the �Ss�o ••• • "ENS NAL ,� ., s eci ' fications � set out herein. p Testing shall be provided b a certified laboratory, t I �,�. � the Owner's expense, to verify these standards. An retesting due to substandard �I ,^� Y g bstandard 4 FIRE , work shall be at the expense of the Contractor. T , s' \ p tor. Structural areas shall include all l LINE .� > E .I�. sidewalks and shall extend L5 b _ / \� beyond the curb lines of all streets, alleys and parking / / ' 1,Z, areas. -oj__�l., s - y 6. It is the responsibility) of the contractor to comply with all State and Federal NOVEMBER 2014 11 I 11 \\�`' METER y. / Regulations regarding construction activities near energized overhead power lines. Designed by: VJBM e� ftf;„.4` �; r Additionally, the contractor Lshall coordinate all ro osed work and Drawn By: JUJ 11,�p p procedures with the Checked By: VJBM �'yF / VAR. P.U.E. . City of C.S. Electrical Division. I'll�, - �1' 1 1092/100 \\ 7. All materials & labor Lnot identified as a Separate Bid Item shall be considered �` - FDC j \ subsidiary to the item in which it is used. All materials and equipment shall be both R2' WATER 11 81NE\ /' '\ �' \�, furnished and installed unlelss otherwise noted, \`���s ,1 Acs\ \\''` ' 8. The Contractor must provide construction staking from the information provide on g ?. \, these plans. O il FDC /� \\ n �� \ r /./ / �� , /, 9. , All soil exposed by construction shall receive cellulose fibermulch seeding. 11 1 / R151` \ _ _ / 10. Trenches may be left open overnight if properly barricaded. O PI �R15' EX ��' \`� , 11. Adjustment of Water eters, Valves, Manholes, Irrigation Systems, and any otherit W c\ JUNCTION / _ - , Public or Private Utility, et are not separate -0 0 BOX . , , Y, p pay items. The Price of the adjustment W \1. 1. o R,I �� J \ shall be subsidiary to the construction of Sewer Line, Force Main, etc. a \ \ /� EX. FIRE __ �� 12• The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, n - O ' HYDRANT E i �. � CSU, and Verizon to adjust the location of existing facilities. Q s.? U ' 1 x �'`\ �/` 13. The contractor is responsible for traffic control. This is not a separate pay item. �-; Q 0 I �` Wl�TERLIN1: - _ �\� �`�, 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be �' 11 I\ �� "z, �' stockpiled and remain onsite if properly compacted in lifts ��" " P I' \ \� \ p o P p Y p and tested for density by U 1., _ `� ��p / ` e`� geotech. These permanent fill areas will be identified onsite by owner. i ` ,y% VARIABLE ` F� 15. All roof and I �`�\/ °fie P.U.E. �` ground -mounted mechanical equipment shall be screened from view .p ' R3' �� {(:11092,100) �`;\ or isolated so as not to bel visible from any public right-of-way or residential district A ` ° , / A / , . \\ `�. within 150 of the subject lot, measured from a point five feet above grade. Such ...: ?�\ screening shall be coordina d with the building architecture and scale to maintain a 4;71�''., \ 9' `� 'IF, -I e / /- unified appearance. ' EX. 6'= `SFr\ ,� 16.' All; soil exposed by construction shall receive cellulose fibermulch seeding. AN. , S EWE �� \�� (PRIVAT _� �� < 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable s ��y'�§�. Alternate lockable lid shall supply protection as the AMPro USA LL562-WA locking lid. .11 . 6 5 \ , lid shall, ata minimum su _ , _- _`., � _ - _� _ _ _� e approved by College Station Utilities Director or his/her • - - - _ - - -- - 1;g11� = designee. - - _ - v) ',11 \ Y 18. Y Exterior Building and d site lighting will meet the standards of Section 7.10 of the O a� R3 , , 11 , Unified Development Ordinance. The light source shall not project below an opaque (n �, G �. - r housin A g and no fixture shall direct) project li ht horizontal) Fixtures > Y P 1 9 ures will be mounted L Y S¢: N W, FIRE w �� in such a manner that the projected cone of light does not cross an property line. ry 11 �`, H RANT ��\�(, 19. Contractor shall provide ;parking lot striping in accordance with the layout shown N "I 11J u , � on this plans. N ,. ` R10'. cni ^ .r ,\ 20. Contractor shall mount a placard with the word "FDC" on Freestanding FDC's stand `��� ` y (Per Fire Marshall). i 21. All storm sewer and sanitary sewer being constructed with this site plan is private: fL N �� "� 22 All `Water `_tvleters will_ be�,.� 1: unless otherwise noted a 11 6R3' r i' 23. All dumpster enclosures jshall be 12'x12' interior clear space with no obstructions. ' i 3�'� > (� (� 2 9 t�> 24. All bwlding types are type V -B with a maximum fire flow required of 1500 gam. a N FDC n 25. Contractor Shall mount and install a Knox Switch at the "Exit Only" gate to be 0 Z d. C� accessed by C.S. Fire Department from Holleman Drive. o .�` iri3 ," $ iz ,.> , ;Y I , .\,` \ I \ I. Cf 1...-"... '!`�1\ I;. g �, , d :..., & • a r Kt' '� , \ N 1 ' I ?� \I. ,,,,.....-• 1\ .V^,. t \ p 11 -iljg .A, , 1, ,...\ 1 , N', ', ��� UJ 'sc STORMY \ F't. 1 \ l iI 1. ��1J , DRAIN _�, c 1\ .......co ,.-. ..:�1 rt ' ;. , M 'Z ^` J ...� 12 -PV _ - - - - .e- ._...-,_.._ I "I 1 - \..LI \ \ -- -- tt_ t,_ , . , m � �� 3 fit i % . 11. n 1- ; \I D 'v is ' &!IVER !! . ; �„ I , -, .,I€G J J D i of Xlrw i j 3' - ! 4' - ; 3, ; r�i" 4a 4 4 '.5 ,,, W, I '!ii > , i 10 P U - - -T E 8 -I 1 9 E--` I - 18 -` - - - --i == - r... -'-1 -- .. _ _.. _ _ __ - - _ ,, ., � I , _ _. .. ..... _.. ..._ , ......_... ..... 2 WATE i - _... _ r _.1 , o -. 18 , \ 0 - . R �.1 \\1 £ f' , \\ a \ 1 N t \ �...... ... _-...\_--.. ��1 Ii \ N \\ FDC �-'Al _.. \\\ £ I I � � o I I I \ w _i- , � \ t ; �a \ I I N I i , 11 ry, I- ---1 C 1 : h: 8-wi,. ,VER. STORM �1__-EX. 8'i i'�_----- EX. FIRE __ __ rti,\s� I HYDRANT ATER LINE- - I ,.� , .1 i 11", "', �`�11 /VARIABLE', EX. DUMPSTER P.U.E. ENCLOSURES , -1 / � i nc» inn\ `.�/ C����LE� �o 0 1/ �_ _ 8 N! NSW ft. I� �, � Cry N-) 1Z Ni i i:� ,...J (/) TQ) J Q p kW � - " W !o � 2,`� 11Z Q 11 PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH' SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 Phase 1A 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS= =32 BDR/BUILDING 1.00 SPACE/BDRMS 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 8 units (4x4b + 2x2b + 20 b) = 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 p.s. 1 — 6 units (4x46 + 2x36) = 22 bedrooms Required Parking Phase 1A: 48�s.Parking 13 units / 48 bedrooms DUMPSTER: Provided Phase 1A: 150 12.s. Cumulative Required Parking: 48 12.s. (PER UDO —MULTIFAMILY DEVELOPMENT: 4*4(BDR)+2*3(BDR)+4*1(BDR) 1-8 YRD DUMPSTER/16 DWELLING UNITS) =26 BDR/BUILDING — 6A units Cumulative Parking Provided:50�s. Phase 1 B 5*4(BDR)+2*2(BDR)+2*1(BDR) 2*(12A UNIT BUILDING)= 24 D.0 =26 BDR/BUILDING 1*(12D UNIT BUILDING)= 12 D.0 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. 1*( 5A UNIT BUILDING)= 5 D.0 — units- (4x46 + 2x36) = 0 bedrooms Required Parking Phase 1B: 52 p.s. Parking Provided Phase 1B: 0 12.s. 1 14 units / 52 bedrooms 7D UNIT BUILDING: (BAY WINDOW) 2 Cumulative Required Parking: 100p.s. units 7E UNIT BUILDING 7 4(BDR)=28 BDR/BJILDING 2*(16B UNIT BUILDING )= 64 BDRMS )— 8x1 b) 2*(16E UNIT BUILDING)= 72 BDRMS 6A UNIT BUILDING: Cumulative Parking Provided: 150 p.s. Phase 1 C 2 2*(11A UNIT BUILDING)= 52 BDRMS 5A UNIT BUILDING: 1*(1 OA UNIT BUILDING)= 20 BDRMS 0 — 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 44. bdrm 1 — 8 units (4x4b + 2x2b + 2x1b) = 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 (4x4b + 2x3b) 0 bedrooms - Required Parking Phase 1C: 53 p� 15 units / 50 bedrooms Parking Provided Phase 1C: 59 p.s. Cumulative Required Parking: 153 p.s. 0 — 9A units (5x4b + 2x2b + 2x1b) Cumulative Parking Provided: 209 mss. Phase 2A J, � 0 — 9B 1 — 9 units (5x4b + 2x2b +, 2x1 b) = 26 bedrooms Type 3 & 4 Bdrm: 92 bdrm 1 — 8 units (4x4b + 2x2b + 20 b) = 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 (7x46) _ 56 bedrooms- Required Parking Phase 2A: 110 �s 0 — 6 units (4x46 + 2x36) = 0 bedrooms Parking Provided Phase. 2A: 73 12.s. Cumulative Required Parking: 263 12.s. 31 . units / 104 bedrooms Cumulative Parking Provided: 282 p.s. Phase 2B (5x4b + 2x3b) = 0 bedrooms 1 — 12D units (5x4b + 2x3b + 5x1b) = 31 bedrooms Type 3 `& 4 Bdrm: 58 bdrm 1 — 1 OA units (2x4b + 4x2b + 41 b) = 20 bedrooms required parking: 58—p.s. 0 — 9A units (5x4b + 2x2b + 20 b) = 0 bedrooms Type 1 & 2 Bdrm: 35 bdrm 1 — 9B units (2x4b + 5x2b + . 2x1 b) = 20 bedrooms required parking: 53 p.s. 1 — 8 units (4x4b + 2x2b + 20 b) = 22 bedrooms Required Parking Phase 2B: 111 Parking Provided Phase 2B: 112 p.s. 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 374 p.s. 0 - 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 394 mss. 0 — 7D units (7x4b) = -0 bedrooms 0 — 6 units (4x4b + 2x3b) = 0 bedrooms 39 units /, 93 bedrooms Phase 1 C—R 0 - 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 0 bdrm. 0 — 1 OA units (2x4.b + 4x2b + 4x1 b) = 0 bedrooms required parkingi 0 p.s. 0 — 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 — 9B units (2x4b + 5x2b + 2x1b) = 0 bedrooms required parking: 0 p.s. 0 — 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms Required Parking Phase 1C: Qhs Parking Provided Phase 1C: 19 �s. 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 374 p.s. 0 — 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 413 p.s. 0 — 7D units (7x4b) = 0 bedrooms 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 0 units 0 bedrooms Phase 3 2 — 12A units (6x46 + 4x3b + 2x1 b) = 76 bedrooms Type 3 & 4 Bdrm:' 246 bdrm 0 — 12D units (5x4b +- 2x3b + 5xi b) - = 0 bedrooms - required park*€ng:- 246,-p.s. - 2 — 11A units (3x4b+2x3b+2x2b+4x1 b) = 52 bedrooms Type 1 & 2 Bdrm: 20 bdrm 0 — 10A units (2x4b + 4x2b + 4x1b) = 0 bedrooms required parking: 30 P.S. 1 — 10C units (4x4b + 2x3b + 4X1 b) = 26 bedrooms Type 2 Bdrm<130sf): 8 bdrm 0 — 9A units (5x46 + 2x26 + 2x16) = 0 bedrooms required parking: 10 Vis. Required Parking Phase 3: 286 .ss 0 - 9B units (2x4b + 5x2b + 2x1b) = 0 bedrooms Parking Provided Phase 3: 293 p.s. 2 — 9C units (3x4b .+ 4x3b + 2x1b) = 52 bedrooms Cumulative Required Parking: 660 0 — 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms Cumulative Parking Provided:. 706 p.s. SITE CALCULATIONS G)-- — 8F TOTAL BEDROOMS: 16B UNIT BUILDING: PARKINGe PER UDO— MULTIFAMILY DWELLING: 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS= =32 BDR/BUILDING 1.00 SPACE/BDRMS 78 BDRMS 2 BEDROOM UNITS (BR<130 s.f.)= 16E UNIT BUILDING: 1.25 SPACES/BDRMS 4*4(BDR)+4*3(BDR)+8* 1 (BDR) 2 & 1 BEDROOM UNITS= =36 BDR/BUILDING 1.50 SPACES/BDRMS 12A UNIT BUILDING: TOTAL TYPE 3&4 BEDROOMS= 726 BDRMS 6*4(BDR)+4*3(BDR)+2*1(BDR) REQUIRED PARKING= 726*(1.0)= 726 P.S. =38 BDR/BUILDING TOTAL TYPE 2 BRMS(<130 s.f)= 8 BDRMS units REQUIRED PARKING= 8*(1.25)= 10 P.S = 0 bedrooms TOTAL TYPE 1&2 BEDROOMS= 105 BDRMS 12D UNIT BUILDING: 5*4(BDR)+2*3(BDR)+5*1(BDR) REQUIRED PARKING= 105*(1.5)= 158 P.S. ' II REQUIRED PARKING SPACES: = 894 P.S._ =31 BDR/BUILDING - PROVIDED PARKING SPACES 909P 5. ` 11A UNIT BUILDING: HANDICAP PARKING: 3*4(BDR)+2*3(BDR)+2*2(BDR)+4*1(BDR) 2% OF TOTAL PARKING SPACES =26 BDR/BUILDING 909 TOTAL * 2% =18.18 =18 P.S. _ 18 H.C. SPACES REQUIRED 10A UNIT BUILDING 18 H.0 SPACES PROVIDED (INCLUDING 2*4(BDR)+4*2(BDR)+'4*1(BDR) 4 VAN ACCESSIBLE H C SPACES) =20 BDR/BUILDING DUMPSTER: 10C UNIT "BUILDING: (PER UDO —MULTIFAMILY DEVELOPMENT: 4*4(BDR)+2*3(BDR)+4*1(BDR) 1-8 YRD DUMPSTER/16 DWELLING UNITS) =26 BDR/BUILDING — 6A units _2*(16B UNIT BUILDING)= 32 D.0 9A UNIT BUILDING. 2*(16E UNIT BUILDING)= . 32 D.0 5*4(BDR)+2*2(BDR)+2*1(BDR) 2*(12A UNIT BUILDING)= 24 D.0 =26 BDR/BUILDING 1*(12D UNIT BUILDING)= 12 D.0 1 2*(11A UNIT BUILDING)= 22 D.0 9B UNIT BUILDING: 1 *(1 OA UNIT BUILDING)= 10 D.0 2*4(BDR)+5*2(BDR)+2*1(BDR) 1 *(1 OC UNIT BUILDING)= 10 D.0 =20 BDR/BUILDING 1*( 9A UNIT BUILDING)= 9 D.0 9C UNIT BUILDING: 1*( 9B UNIT BUILDING)= 9 D.0 3*4(BDR)+4*3(BDR)+2*1(BDR) 2*( 9C UNIT BUILDING)= 18 D.0 =26 BDR/BUILDING 3*( 8 UNIT BUILDING)= 24 D.0 2*( 8F UNIT BUILDING)= 16 D.0 8 UNIT BUILDING: 3*( 7A UNIT BUILDING)= 21 D.0 4*4(BDR)+2*2(BDR)+2*1(BDR) 1*( 7C UNIT BUILDING)= 7 D.0 =22 BDR/BUILDING 2*( 7D UNIT BUILDING)= 14 D.0 8F UNIT BUILDING: 2*( 6A UNIT BUILDING)= 12 D.0 2*4(BDR)+6*3(BDR)=26 BDR/BUILDING 1*( 5A UNIT BUILDING)= 5 D.0 7A UNIT BUILDING: TOTAL= 291 DWELLING UNITS 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 291 D.U./16 (DMPST/D.U.) =18.18 DMPST 7C UNIT BUILDING: 7*4(BDR)=28 BDR/BUILDING 18 (8—YRD DUMPSTER) REQUIRED 18 DUMPSTERS PRIDED 7D UNIT BUILDING: (BAY WINDOW) 2 7*4(BDR)=28 BDR/BUILDING units 7E UNIT BUILDING 7 4(BDR)=28 BDR/BJILDING 2*(16B UNIT BUILDING )= 64 BDRMS )— 8x1 b) 2*(16E UNIT BUILDING)= 72 BDRMS 6A UNIT BUILDING: 2*(12A UNIT BUILDING)= 76 BDRMS 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 1*(12D UNIT BUILDING)= 31 BDRMS 2 2*(11A UNIT BUILDING)= 52 BDRMS 5A UNIT BUILDING: 1*(1 OA UNIT BUILDING)= 20 BDRMS 5*4(BDR)=20 BDR/BUILDING _ 1 *(1 OC UNIT BUILDING)= 26 BDRMS = 72 1 *( 9A UNIT BUILDING)= 26 BDRMS required parking: 186 p.s.' 1*( 9B UNIT BUILDING)= 20 BDRMS s 2*1 9C UNIT BUILDIN 1 — 8F units (2x46 + 0x2b + 6x3b) = 26 bedrooms 7A UNIT BUILDING)= 78 BDRMS 1*( 0 — 7A units (5x4b + 2x3b) = 0 bedrooms 7E UNIT BUILDING)= 56 BDRMS �! 6A UNIT BUILDING)= 0 — 7C units (7x4b) = 0 bedrooms ' II 0 — 7D units (7x4b) = 0 bedrooms , 1 0 — 7E units (7x4b) = 0 bedrooms >' II 1 — 6A units (4x4b + 2x3b) = 22 bedrooms 1 — 5A units (5x4b) = 20 bedrooms k 93 units 274 bedrooms \ I 1` I Phase 4 I Lu 2 — 16B units (8x3b + 0 x2 + 8x1 b) = 64 bedrooms Type 3 & 4 Bdrm: 186 bdrm 2 - 16E units (4x4b + 4x3b + 8x1 b) = 72 bedrooms required parking: 186 p.s.' s 0 — 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms Type 1 & 2 Bdrm: 32 bdrm Z O 0 — 1 OA units (2x4b + 4x2b + 41 b) = 10 bedrooms required parking: 48 p.s. Q ry 0 — 10B units (2x4b + 4x3b + 41 b) = 0 bedrooms Type 2 Bdrm<130sf): 0 bdrm required parking: 0 p.s O 0 — 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms Required Parking Phase 4: 234 D.S. J, � 0 — 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms Parking Provided Phase 4: 204 12.x, _ 0 0 — 9C units (3x4b + 4x3b + 2x1 b) = 0 bedrooms Cumulative Required Parking: 894 12.s. 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms Cumulative Parking Provided: 910 p.s. 09 1 —,.8F units (2x4b + 6x3b + Ox2b) = 26 bedrooms 0 — 7A units (5x4b + 2x3b) = 0 bedrooms I I n — 7C' in:+e (7vdi,) — n t-4 -'., ., 1 3*( 8 UNIT BUILDING)= 52 BDRMS 66 BDRMS . 2*( 8F UNIT BUILDING)= 52 BDRMS 3*( 7A UNIT BUILDING)= 78 BDRMS 1*( 7C UNIT BUILDING)= 28 BDRMS 2*( 7D UNIT' BUILDING)= 56 BDRMS - 2*( 7E UNIT BUILDING)= 56 BDRMS 2*( 6A UNIT BUILDING)= 44 BDRMS 1 *( 5A UNIT BUILD — ELECTRICAL SWITCH GEAR 20 BDRMS TOTAL BEDROOMS= 839 BDRMS LEGEND FIRE DEPARTMENT CONNECTION INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 145 P.S. INTERIOR PARKING SPACES: 765 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 765 P.S./15 P.S.=51 51*(180 SQFT)= 9,180 SQ. FT.. EXTRA INTERIOR END ISLAND REQUIRED: 9.180 SQ.FT, TOTAL EXTRA INTERIOR END ISLAND PROVIDED: _16.190 SQ.FT. r.xa�1 d� LEGEND eg SITE _51 1 17, \ 1\ , a HARVEY MITCHELL PW. SOUTH ', � "•// � \' ., b \ \ l � ,� /1 ♦, ..e'"-�-, / ,� !\� ': �' '\ �. 4%s \ °9 1, �4 � ''\ r \ \ CITY OF. ICOLLEGE STATION, l TRACT 1 r VOL. 6762` / t r r \ ♦ \ PG. 85 > a o 0 ( ( O.R.B.C. N\ COLLEGE STATION CURRENT € \ CITY LIMITS t r6 \ \ 1 r ZONING: \ GS s N.T.S. % % s / _ VlCINl1YMAP 1 � I ',I, Scale• � } � f � \ 1 , ° 1 � , d � :r + ti ' ' ,, ♦ I r 1 inch 60 feet P ♦ d i l } }\ 1 FIRE DEPARTMENT CONNECTION « 3,25 325 WATER METER 4 WATER VALVE Om FIRE HYDRANT —.— SANITARY SEWER CLEANOUT - «» SANITARY SEWER MANHOLE •I« -- STORM DRAIN CURB INLET r.xa�1 d� ♦ RAMP WITH ADA PAVERS (_] TRANSFORMER PAD sJ ELECTRICAL PULL BOX sc ELECTRICAL SWITCH GEAR eg SITE _51 1 17, \ 1\ , a HARVEY MITCHELL PW. SOUTH ', � "•// � \' ., b \ \ l � ,� /1 ♦, ..e'"-�-, / ,� !\� ': �' '\ �. 4%s \ °9 1, �4 � ''\ r \ \ CITY OF. ICOLLEGE STATION, l TRACT 1 r VOL. 6762` / t r r \ ♦ \ PG. 85 > a o 0 ( ( O.R.B.C. N\ COLLEGE STATION CURRENT € \ CITY LIMITS t r6 \ \ 1 r ZONING: \ GS s N.T.S. % % s / _ VlCINl1YMAP 1 � I ',I, Scale• � } � f � \ 1 , ° 1 � , d � :r + ti ' ' ,, ♦ I r 1 inch 60 feet P ♦ d i l } }\ 1 « 3,25 325 .. . - - - - « - » - - - - - « - .. - - ... ... .. . .. « �. .. ., ... .. .. .. .. .. .. .. . .. .. .. .. .. . - _ .+ - ,. _ .. » ... .,. « �. ... ... _ r . a - _..«- «---«-»»-----« «_«--- " « - - - - - - - - « - « - « O ' ------------------------- �' . .. . .. .,. « « - - - - .. - .. « ..--------- « % ,' _ ,` - «» •I« -- ,j d� ♦ p _ -s ---------... .. .. e I � , f. ♦♦♦ , N `. I t \ I , 1 \ f / « 3,25 325 .. . - - - - « - » - - - - - « - .. - - ... ... .. . .. « �. .. ., ... .. .. .. .. .. .. .. . .. .. .. .. .. . - _ .+ - ,. _ .. » ... .,. « �. ... ... _ r . a - _..«- «---«-»»-----« «_«--- " « - - - - - - - - « - « - « O ' ------------------------- �' . .. . .. .,. « « - - - - .. - .. « ..--------- « % ,' _ ,` - «» •I« -- -- »_»» » T? - - d� ♦ p _ -s ---------... .. .. e ISION TO. BUILDINGS 2 P4 P 7 PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH ' FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 Phase 1A 0 — 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms 0 — 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms 1 — 7A units (5x4b + 2x3b) = 26 bedrooms 0 — 7C units (7x4b) = 0 bedrooms 1 — 6 units (4x4b + 2x3b) = 22 bedrooms 13 units / 48 bedrooms Type 3 & 4 Bdrm: 48 bdrm required parking: 48 p.s. Type 1 & 2 Bdrm: 0 bdrm required parking: 0 p.s. Required Parking Phase 1A: 48 Parking Provided Phase 1A: 150 oQ Cumulative Required Parking: 48 D. Cumulative Parking Provided: 150a Phase 1B units (5x4b + 2x2b + 2x1 b) = 26 bedrooms 1 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�s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 18: 52 14 units / 52 bedrooms 1 Parking Provided Phase 18: 0 units (2x4b + 4x2b + 4x1 b) = 20 bedrooms 0 — 9A units Cumulative Required Parking: 00 D 2x2b + 2x1b) = 0 bedrooms 1 — 9B units (2x4b + 5x2b + Cumulative Parking Provided: 150 o c Phase 1C units (4x4b + 2x2b + 2x1b) = 22 bedrooms 0 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm 1 = 8 units (4x4b + 2x2b + 2x1b) = 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 (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1C: 51_p& 15 units / 50 bedrooms 4x1b) = 0 bedrooms Parking Provided Phase 1C: 52_9&, — 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms 0 — 9B Cumulative Required Parking:51 3 �a� (2x4b + 5x2b + 2x1 b) = 0 bedrooms 0 — 8 units (4x4b + Cumulative Parking Provided: 209 p,. Phase 2A 1 — 9 units (5x4b + 2x2b + 2x1 b) = 26 bedrooms 1 — 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms 0 — 7A units (5x4b + 2x3b) = 0 bedrooms 0 — 7C units (7x4b) = 0 bedrooms 2 — 7D units (7x4b) = 56 bedrooms 0 — 6 units (4x4b + 2x3b) = 0 bedrooms 31 units / 104 bedrooms Type 1 & 2 Bdrm: 20 bdrm Phase 2B units (2x4b + 1 — 12D units (5x4b + 2x3b + 5x1b) = 31 bedrooms 1 — 10A units (2x4b + 4x2b + 4x1 b) = 20 bedrooms 0 — 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms 1 — 9B units (2x4b + 5x2b + 2x1b) = 20 bedrooms 1 — 8 units (4x4b + 2x2b + 2x1b) = 22 bedrooms 0 — 7A units (5x4b + 2x3b) = 0 bedrooms 0 — 7C units (7x4b) = 0 bedrooms 0 — 7D units (7x4b) = 0 bedrooms 0 — 6 units (4x4b + 2x3b) = 0 bedrooms 39 units / 93 bedrooms + Phase 1 C—R bedrooms Cumulative Parking Provided: 706 12.s. 1 — 0 — 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms 0 — 10A units (2x4b + 4x2b + 4x1b) = 0 bedrooms 0 — 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms 0 — 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms 0 — 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms 0 — 7A units (5x4b + 2x3b) = 0 bedrooms 0 — 7C units (7x4b) = 0 bedrooms 0 — 7D units (7x4b) = 0 bedrooms 0 — 6 units (4x4b + 2x3b) = 0 bedrooms 0 units / 0 bedrooms Type 3 & 4 Bdrm: 92 bdrm required parking: 92 p.s. Type 1 & 2 Bdrm: 12 bdrm required parking: 18 D.s. Required Parking Phase 2A: 110 pg. Parking Provided Phase 2A: 73 p.s. Cumulative Required Parking: 263 p.s. Cumulative Parking Provided: 282 12.s. Type 3 & 4 Bdrm: 58 bdrm required parking: 58 o.s. Type 1 & 2 Bdrm: 35 bdrm required parking: 53 p.s. Required Parking Phase 2B: 111 mss., Parking Provided Phase 2B: 112--" Cumulative Required Parking: 324_a& Cumulative Parking Provided: 324_p,& Type 3 & 4 Bdrm: 0 bdrm required . parking: 0 p.s. Type 1 & 2 Bdrm: 0 bdrm required parking: _-0--p.s. Required Parking Phase 1C: O D.s. Parking Provided Phase 1C: 19 p.s. Cumulative Required Parking: 374 p.s. Cumulative Parking Provided: 413 p.s. Phase 3 — 7A 16B UNIT BUILDING: ;PARKINQ PER UDO— MULTIFAMILY DWELLING: 8*3(BDR) +8* 1 (BDR) 3 & 4 BEDROOM UNITS= =32 BDR/BUILDING 1.00 SPACE/BDRMS 16E UNIT BUILDING: 2 — 12A units (6x4b + 4x3b + 2x1b) = 76 bedrooms Type 3 & 4 Bdrm: 246 bdrm 0 — 12D units (5x4b + 2x3b + 5x1b) = 0 bedrooms required parking: 246 p.s. 2 — 11A units (3x4b+2x3b+2x2b+4x1 b) = 52 bedrooms Type 1 & 2 Bdrm: 20 bdrm 0 — 1 OA units (2x4b + 4x2b + 40 b) = 0 bedrooms required parking: 30 p.s. 1 — 10C units (4x4b + 2x3b + 4X1 b) = 26 bedrooms Type 2 Bdrm<130sf): 8 bdrm 0 — 9A units (5x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 10-p.s:` O — 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms Required Parking Phase 3: 286 D.s. Parking Provided 3: 293; 2 — ,9C units (3x4b + 4x3b + 2x1 b) = 52 bedrooms ,Phase, p.s. Cumulative 'Required Parking: 660 12.s. 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms Cumulative Parking Provided: 706 12.s. 1 — 8F units (2x4b_ + Ox2b + 6x3b) = 26 bedrooms 4x1 b) SITE CALCULATIONS TOTAL BEDROOMS: — 7A 16B UNIT BUILDING: ;PARKINQ PER UDO— MULTIFAMILY DWELLING: 8*3(BDR) +8* 1 (BDR) 3 & 4 BEDROOM UNITS= =32 BDR/BUILDING 1.00 SPACE/BDRMS 16E UNIT BUILDING: 2 BEDROOM UNITS (BR<130 s.f.)= 4*4(BDR)+4*3(BDR)+8*1(BDR) 1.25 SPACES/BDRMS 2 & 1 BEDROOM UNITS= = 0 bedrooms =36 BDR/BUILDING . 1.50 SPACES/BDRMS 12A UNIT BUILDING: 6*4(BDR)+4*3(BDR)+2*1(BDR) TOTAL TYPE 3&4 BEDROOMS= 726 BDRMS REQUIRED — 7D =38 BDR/BUILDING PARKING= 726*(1.0)= 726 P.S. TOTAL TYPE 2 BRMS(<130 s.f)= 8 BDRMS = 0 bedrooms REQUIRED PARKING= 8*(1.25)= 10 P.S 12D UNIT BUILDING: TOTAL TYPE 1&2 BEDROOMS= 105 BDRMS — 7E R)+2*3(BDR)+5*1(BDR) REQUIRED PARKING= 105*(1.5)= 158 P.S. REQUIRED PARKING SPACES: = 894 P.S. 0 bedrooms =31 B =31 DR/BUILDING PROVIDED PARKING SPACES: = 910 P.S. 11A UNIT BUILDING: HANDICAP PARKING: — 6A 3*4(BDR)+2*3(BDR)+2*2(BDR)+4*1(BDR) 2% OF TOTAL PARKING SPACES 2x3b) = =26 BDR/BUILDING 910 TOTAL * 2% =18.20 =18 P.S. 1 — 18 H.C. SPACES R OUIRED units 10A UNIT BUILDING: 16 H.0 SPACES PROVIDED (INCLUDING 2*4(BDR)+4*2(BDR)+4*1(BDR) 4 VAN ACCESSIBLE W.0 SP.a.CEsl =20 BDR/BUILDING DUMPSTER: units 10C UNIT BUILDING: (PER LIDO —MULTIFAMILY DEVELOPMENT: 4*4(BDR)+2*3(BDR)+4*1(BDR) 1-8 YRD DUMPSTER/16 DWELLING UNITS) h I =26 BDR/BUILDING 2*(16B UNIT BUILDING)= 32 D.0 9A UNIT BUILDING: 2*(16E UNIT BUILDING)= 32 D.0 2 — 5*4(BDR)+2*2(BDR)+2*1(BDR) 2*(12A UNIT BUILDING)= 24 D.0 (8x3b + =26 BDR/BUILDING 1*(12D UNIT BUILDING)= 12 D.0 = 64 9B UNIT BUILDING: 2*(11A UNIT BUILDING)= 22 D.0 2*4(BDR)+5*2(BDR)+2*1(BDR) 1*(1 OA UNIT BUILDING)= 10 D.0 1 (1 OC UNIT BUILDING)= 10 D.0 units =20 BDR/BUILDING 1*( 9A UNIT BUILDING)= 9 D.0 8x1 b ) 9C UNIT BUILDING: 1*( 9B UNIT BUILDING)= 9 D.0 requiredOf q parking: .186p.s. 3*4(BDR)+4*3(BDR)+2*1(BDR) 2*( 9C UNIT BUILDING)= 18 D.0 12D =26 BDR/BUILDING 3*( 8 UNIT BUILDING)= 24 D.0 2x3b + 5x1 b) 2*( 8F UNIT BUILDING)= 6 bedrooms 8 UNIT BUILDING: 3*( 7A UNIT BUILDING)= 21 D.0 0 — 4*4(BDR)+2*2(BDR)+2*1(BDR) 1*( 7C UNIT BUILDING)— 7 D.0 (2x4b + =22 BDR/BUILDING 2*( 7D UNIT BUILDING)= 14 D.0 = 0 bedrooms 2*( 7E UNIT BUILDING)= 14 D.0 lf 8F UNIT BUILDING: 2*( 6A UNIT BUILDING)= 12 D.0 units 2*4(BDR)+6*3(BDR)=26 BDR/BUILDING 1*( 5A UNIT BUILDING)= 5 D.0 4x1 b) 7A UNIT BUILDING: TOTAL- 291 DWELLING UNITS Type 2 Bdrm<130sf): 0 bdrm 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 0 — 9A units 291 D.U./16 (DMPST/D.U.) =18.18 DMPST. 2x2b + 7C UNIT BUILDING: 0 bedrooms 7*4(BDR)=28 BDR/BUILDING 18 (8—YRD DUMPST15R) REQUIRED 18 DUMPSTERS ` 0 — 7D UNIT BUILDING: (BAY WINDOW) PROVIDED (2x4b + 7*4(BDR)=28 BDR/BUILDING 2x1 b) = 0 7E UNIT BUILDING: Required Parking Phase 4: 234 p.s. Parking Provided Phase 4; 204 12.s; _► O 7 4(BDR)=28 BDR/BUILDING 2* 16B UNIT BUILDING)= 64 BDRMS units (3x4b + 2*(16E UNIT BUILDING)= 72 BDRMS 2x1 b) 6A UNIT BUILDING: 2*(12A UNIT BUILDING)= 76 BDRMS Cumulative Required Parking: 894 p.s. 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 1*(12D UNIT BUILDING)= 31 BDRMS 8 units 2*(11A UNIT BUILDING)= 52 BDRMS 2x2b + 5A . UNIT BUILDING: 1 *(1 OA UNIT BUILDING)= 20 BDRMS bedrooms 5*4(BDR)=20 BDR/BUILDING 1*(1 OC UNIT BUILDING)= 26 BDRMS 1 — 8F 1 *( 9A UNIT BUILDING)= 26 BDRMS (2x4b + 6x3b + 1*( 9B UNIT BUILDING)= 20 BDRMS 26 Density Leizend Density = 291 units on 16.40 acres 291 units / 16:40 acres = 17.74 Dwelling-- units/acre Max Allowable Ue isity = 20 Dwelling Units/Acre (R-4 Zoning) i, INTERIOR ISLAND CALCULATIONS oR PERIPHERAL PARKING SPACES: 145 P.S. \ � t INTERIOR PARKING SPACES: 765 P.S. \ ` \ EXTRA INTERIOR LANDSCAPE AREA REQUIRED: (,,r1 765 P.S./15 P.S.=51 51*(180 SQFT)= 9,180 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9180 Q.FT °~ T.9 79. 260.6963 \ F:979.260.3564 TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 1.6.190 SQ.FT. ) �\ \ ir' \ \ . \ ` ' A { �8,', \ , `\ r ,\ y \\ 1 �• :' IJ '' �� TX. FIRM # IF— 1443 LEGEND 11 UNIVERSITY DRIVE EAST ,` , SUITE 2;04 S�\ \ HARVEY MrrcHEu Pw. COLLEGE STATION; TX 77840 / r r \\ . v a PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING € H`ORAULICS ! t 's, HYDROLOGY * UTILITIES STREETS COLLEGE STATION Qo �o SITE PLANS * SUBDIVISIONS } r ` CITY LIMITS www.mitchellandr 'br an.com � E {rC `\, `\ ♦ `.` t � \ � NTS. � � I t \ o `/ 1 `� 1 �\ \\ .i •a. \ ' For Interim Review only These documents; are not _ \ \ intended for construction. �l I_, \ `.� , i \ , \ bidding, or permit _ y 1 , , VICINITYMAP Purposes. Prepared by: Veronica J.B. Morgan. P.E. i \ 1 , \ No. 77689 0 — 7A units (5x4b + 2x3b) = 0 bedrooms 0 - 7C units (7x4b) = 0 bedrooms r i 0 — 7D units (7x4b) = 0 bedrooms 0 — 7E units (7x4b) = 0 bedrooms r 1 — 6A units (4x4b + 2x3b) = 22 bedrooms 1 — 5A units (5x4b) = 20 bedrooms i 93 units 274 bedrooms h I Phase 4 i 2 — 16B units (8x3b + Ox2b + 80 b) = 64 bedrooms Type 3 & 4 Bdrm: 186 bdrm 2 — 16E units ( 4x4b + 4x3b + 8x1 b ) = 72 bedrooms requiredOf q parking: .186p.s. p � 0 — 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms Type 1 & 2 Bdrm: 32 bdrm p "' z 0 — 1 O units (2x4b + 4x2b + 4x1b) = 0 bedrooms required parking: 48 p.s. lf 0 — 10B units (2x4b + 4x3b + 4x1 b) = 0 bedrooms Type 2 Bdrm<130sf): 0 bdrm �,` 0 — 9A units (5x4b + 2x2b + 2x1b 0 bedrooms required parking: 0 p.s ; :'�' p ` 0 — 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms Required Parking Phase 4: 234 p.s. Parking Provided Phase 4; 204 12.s; _► O 0 — 9C units (3x4b + 4x3b + 2x1 b) = 0 bedrooms Cumulative Required Parking: 894 p.s. _ � 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms Cumulative Parking Provided: 910 p.s. t 1 — 8F units (2x4b + 6x3b + Ox2b) = 26 bedrooms h 0 — 7A units (5x4b + 2x3b) = 0 bedrooms 0 — 7C units (7x4b) = 0 bedrooms PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH iI SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION SITE PLAN NOTES: WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 1. Name of Project: Lakeridge Townhomes Phase 3 PHASE3 2 Address: (ONLY) PARKING REQUIREMENTS 4' 1198 Jones Butler Road, College Station, Tx Total Type 3 & 4 Bedrooms = 246 Per LIDO — Multifamily Dwelling: / �r, �. 3. Owner: Lakeridge Living L.P. / - Required Parking = 219 * (1.00 246 3 & 4 Bedroom units = 1.0o space/BedroomEX. IN GENERAL CONSTRUCTION NOTES: 24,F 6., yP ( �� 1I A Texas Limited Partnership Total T e 2 erms <130 s.f.) = E 2 Bedroom Units (BRt1:3n �fl= �� io __ �6�r^ �/ ;, (min) P.n- Rnv � nmu f l"A/ 0, i 1•F e. b,..ii }.la �hc 12'• ITr 1J V.". TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS Jz Lu n Q- 0 O O to N - �,' I .. , 2X6 CEDAR TOP PLATE U: i Q 4' <- METE _ RI I 1X2 � � , CEDAR NAILER ,� ;. <: •: .: ;� 4 ,.. 4 - : ; : .. , ,, ;t { . •{ + 1 { { t � + t, - ; ti• { __ ON FRONT SIDE SID VAR LLJ .. i _ - I _r ,,.: ERVC � � { € _ a wL U � ._.� ., _ >:-, : P U.E. _. 4 _ WAT --- 2 i �,� _ E _ , ......._. ....._.. ... .. _ p _.. _ :._ __ PUC _C_.._.. __ I I l i I Ivl ET __ I I I {—, 2X4 TREATEDLEGEND � r..m®r FIRE. LANE: __-- - /RM STO Q...,.,. ...,..... _.. :�.:,: �{.....+at:.:1-ANF-,mmoar FIRE .LANE .._.. _.... ... ....-.... --- --- --__ �- 00 LANDSCAPE POST st TREATED 6' 2X4 TREATED - OE OE CEDAR FENCE PLANKS —LLi (� 2X4 TREATED N PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN D ` ...................................... RIVE APPROX. 200 NORTH OF INTERSECTION ` / — c WITH FM 2818. X='3553461.31, Y= 10199936.19, Elev= 322.23 AZ STORM WATER \ // // o,, ------ POLLUTION PREVENTION PLAN \\ GENERAL NOTES FILENAME: GeneroiNotee—GenConet—PPP—SCS.dwg \ \ ry �/ PLOTTED: 28 Oct 2012 — 10:51 am / / yg 'x P GENERAL D \ \ / DOOR 1. All .contractor vehicles, including employee's vehicles, shall ark within the - - /_ _ _ - , , CV/ project site to minimize traffic on the public streets adjacent to the work site , 1'. VARIES entrance. , / _ ^� / ` TW -320.75 F 9 Contractor will provide sufficient parking areas to accommodate .his \ \ / � FINISH FLOOR vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired ti 4' to original condition prior to completion of 1 (7"max)/Y VARIES 2. Contractors shall ensure that no dirt from the project accumulates in the existing - \ / \ / 10, \ ,, \ / / streets. If dirt or debris .from the project site accumulates on adjacent streets, theFF e, I4 M contractor shall. immediately clean those areas. , VAS -- 12 !� /j 3." Contractor shall lace erosion control -t �— _2q, (max) P protection at appropriate downstream \ / ''/ CURB -2% (max) locations to minimize silt and debris from leaving the construction site and % \ �Q `� "tiF entering the drainage system. 4" CONC. SIDEWALK \\ / TC=321.32 TC=321.19 4. If required on the plans, the contractor shall maintain a vehicle wash down area of \\ q`ti/ ,0' \/ sufficient size and in a location to facilitate cleaning his vehicles prior to leaving. the \ ,• � . �, TC=321.47. w jj work site. --- ^ —_ ---- _ ` — , -- �------------ --- 4 , � 'coq ; T F 1 - - - - - - - \ uf•- -• TC=319.76 i ' r t o -ss l e -ss -• .. i 8 -ss t o -ss 1 e -ss 18 -ss 19 ss - _ , TG -321:75 I � ' ' - - • - - 3 .. '; ��rZ., -'' � CINDER BLOCK I •� rte' ,�--/ / W l �tri \I'TP=�320.TBC=319.99_:, mom \ !, PI tP OlILy<• DNROATIEJNRO INLET DALOBEVTs.06 TP 32FILT TP _324.93 RE ICR SAND BAO NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED: STONE IS TO BE - MAINTAINED SO AS TO PREVENT - - CONSTRUCTION :TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.- . / FABRIC XTILE FABRI C `— SUBGRADE SEGTTONAA 4� MINIMUM 12"SHALL BE FULL .WIDTH-OFSITE ENTRANCE 6" MIN. DEPTH STONE VARIES DIAMETER 17VER - W WITH SAME SQUARE 5S'TO IUD' FOOTAGE, - r OUT A y EXISTING STREET CONSTRUCTION EXIT SLIT CONTROL - DATE PETAL NO. Crrr BRYAN AUG. 2012 BICS.UNIFIED CirrorCouEcc9rAnox rkc"r,.tr w STANDARD DETAIL. SWPP1-02 MESH - - - FASTENED TOT -POST LEGEND SEDIMENT CONTROL FABRIC - Property Line FASTENED SECURELYTO ...................................... High Point B" OF FILTER FABRIC TO EXTEND - — 000.00 Existing Grade - _ :SPACED6'APART WITH COMPACTED BACK FILL 000.00 Proposed Grade ALLOW 2.5' TO 5' AT TOE OF SILT PENCE AND/OR' - -^-"� ------'--- SS Proposed Sanitary Sewer Lines ACCUMULATE. ALIGN FENCE WL Proposed Water Lines gas Proposed Gas Lines ELEC Proposed Electrical Lines Silt Fence 000.00 I Proposed T/Pxx.xxx Proposed T/C Elevation Elevation --- ^ —_ ---- _ ` — , -- �------------ --- 4 , � 'coq ; T F 1 - - - - - - - \ uf•- -• TC=319.76 i ' r t o -ss l e -ss -• .. i 8 -ss t o -ss 1 e -ss 18 -ss 19 ss - _ , TG -321:75 I � ' ' - - • - - 3 .. '; ��rZ., -'' � CINDER BLOCK I •� rte' ,�--/ / W l �tri \I'TP=�320.TBC=319.99_:, mom \ !, PI tP OlILy<• DNROATIEJNRO INLET DALOBEVTs.06 TP 32FILT TP _324.93 RE ICR SAND BAO NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED: STONE IS TO BE - MAINTAINED SO AS TO PREVENT - - CONSTRUCTION :TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.- . / FABRIC XTILE FABRI C `— SUBGRADE SEGTTONAA 4� MINIMUM 12"SHALL BE FULL .WIDTH-OFSITE ENTRANCE 6" MIN. DEPTH STONE VARIES DIAMETER 17VER - W WITH SAME SQUARE 5S'TO IUD' FOOTAGE, - r OUT A y EXISTING STREET CONSTRUCTION EXIT SLIT CONTROL - DATE PETAL NO. Crrr BRYAN AUG. 2012 BICS.UNIFIED CirrorCouEcc9rAnox rkc"r,.tr w STANDARD DETAIL. SWPP1-02 MESH - - - FASTENED TOT -POST - SEDIMENT CONTROL FABRIC - - FASTENED SECURELYTO T-P.OST & WIRE MESH METALT-POSTASREQUIRE: B" OF FILTER FABRIC TO EXTEND MAINTAIN MAINTAIN INTO A TRENCH AND BE ANCHORED— - _ :SPACED6'APART WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SILT PENCE AND/OR' - SLOPE FOR SEDIMENT TO. HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW / . - - /I /Y �/ / DIREFLOW NATURALGROUND CTION OF:e✓� t 4" 47X4" MIN. TRENCH - 4" I� - 20" - ~u. SILT FENCE ASSEMBLY DATE - DETAIL I— G4TrosBRYur AUG. 2012 BICE UNIFIED CnYwCou.WnSTAmON ».c�,uErx"srt" STANDARD DETAIL SWPPI.03 PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH ..SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION L WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 I _ SEPTEMBER 2014 Designed by: VJBN i Drawn By: JUO Checked By: VJbN SNS � MITcHLL , MORGAN i 7.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204'. COLLEGE STATION, TX 77840 i PLAN & DESIGN SP,FECIALISTS IN CIVIL ENGINEERING H4DRAULICS HYDROLOGY * UTILITIES ii STREETS O M SITE PLANS * SUBDIVISIONS Fi www.mitchellandmor�ban.com For Interim Review 'Only These documents ore not intended for construction, o N bidding, or permit purposes. 0; Prepared by: Veronica J.B. Morgan, P.E. No. 77689 I _ SEPTEMBER 2014 Designed by: VJBN i Drawn By: JUO Checked By: VJbN N 00 iI 314i O M N O o N 0; cli n to M V) 0) — P� N JII M 0+00 LLI ii I I II J II 0+50I 1+00 7+50 2+00 2+50 3+00 LLI 3+50 Alignment WL—A 4+00 4+50 5+00 5+50 5+60 MITCHELL MORGAN T.979.260.6963 F.979.260.5564 564 TX. FIRM # F1-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERINGHYDRAULICS HYDROLOGY * UTILITIES' STREETS SITE PLANS * SUBDIVISIONS I� www.mitchellandmorgan.com l j For Interim Review Only These documents are not intended for construction, bidding, or permit purposes. Prepared by: Veronica J.B. Morgan, P.E. No. 77689 k F I E l tty�I SEPTEMBER 2014 Designed by: �,JBM Drawn By: J;UJ Checked By: VJBM i' I �O�++ t-� C7 N � O U s- w CL O U I c Q { l 3 fV > N rn c �y ry 2 a m I Q m c ` 1 s u a 3� I 3 N b d II (n i a) N O Ii M� I � tl I N� i \NWW 0N� r� 0 J W : �Q or W �w l f; li i. (B 00 Ij PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 SITE CALCULATIONS i Phase 1A TOTAL BEDROOMS: 16B UNIT BUILDING: PARKING* PER UDO— MULTIFAMILY DWELLING: EXTRA INTERIOR LANDSCAPE AREA 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS -- 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 — 8 units (4x4b + . 2x2b + 2x1 b) = 0 bedrooms.,required 4I parking: 48 p.s. 1 — 7A units (5x4b + 2x3b) = 26 bedrooms Tpe 1 & 2 Bdrm: 0 bdrm 0 — 7C units (7x4b) = 0 bedrooms 5*4(BDR)+2*3(BDR)+5*1(BDR) required Required Parking parking: 0 R.S. Phase 1A: 48 1 — 6 units (+ 2x3b) = 22 bedrooms Parking Provided Phase 1A: 150 p.s. 13 units / 48 bedrooms bedrooms N � Cumulative Required Parking: 48 p.s. 10A UNIT BUILDING: 18 H.0 SPACES PROVIDED (INCLUDING � 2*4(BDR)+4*2(BDR)+4*1(BDR) 4 VAN ACCESSIBLE H.0 SPACES) Cumulative Parking Provided: 150 p.s. Phase 1 B (PER LIDO —MULTIFAMILY DEVELOPMENT: 4*4(BDR)+2*3(BDR)+4*1(BDR) 1-8 YRD DUMPSTER/16 DWELLING UNITS) =26 BDR/BUILDING 0 - 9 units (5x4b + 2x2b + — 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 — 8 units (4x4b + 2x2b + 2x1 b) = 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 2*( 9C UNIT BUILDING)= required parking: 0 R.S. 3*( 8 UNIT BUILDING)= — 6 units. (44b + 2x3b) = 0 bedrooms Required Parking Phase 1B: 52 p.s. Parking Provided Phase 1B: 0 P.S. 1 14 units / 52 bedrooms =22 BDR/BUILDING Cumulative Required Parking: 100 mss. 2*( 7E UNIT BUILDING)= 14 D.0 8F UNIT BUILDING: 2*( 6A UNIT BUILDING)= 12 D.0 Cumulative Parking Provided: 150 p.s. Phase 1 C TOTAL= 291 DWELLING UNITS 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 0 9 units (5x4b + 2x2b + 2x1 b) — 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 p.s. 5*4(BDR)=20 BDR/BUILDING — units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1C: 53 p.s. Parking Provided Phase 1C: 59 p.s. 15 1 units / SO bedrooms 52 BDRMS Cumulative Required Parking. 153 mss. 66 BDRMS Density = 291 units on 16.40 acres 2*( 8F UNIT BUILDING)= 52 BDRMS 291 units / 16.40 acres = 3*( 7A UNIT_BUILDING)= Cumulative Parking Provided: 209 12.s. Phase 2A Max Allowable Density- _ ., 2*( 7D UNIT BUILDING)= - 20 Dwelling Units/Acre 2*( 7E UNIT BUILDING)= 1 — 9 units (5x4b + 2x2b +"2x1b) = 26 bedrooms Type 3 & 4 Bdrm: 92 bdrm 1 —. 8 units (4x4b + 2x2b + 2x1 b) = 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: 73 12.s. 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Cumulative Required Parking:62 3�s.: 31 units / 104 bedrooms Cumulative Parking Provided: 282 p.s. Phase.2B 1 — 12D units (5x4b + 2x3b + 5x1 b) = 31 bedrooms Type 3 & 4 Bdrm: 58 bdrm 1 — 10A units (2x4b + 4x2b + 4x1 b) = 20 bedrooms required parking: 58 p.s. 0 - 9A units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 1 & 2 Bdrm: 35 bdrm 1 - 9B units (2x4b + 5x2b + 2x1 b) = 20 bedrooms required Required Parking parking: 53 p.s. Phase 2B: 1 j 1 p.s,, 1 — 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms Parking Provided Phase 2B: 112 p.s. 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 374 p•s• 0 — 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 394�s. 0 — 7D units (7x4b) = 0 bedrooms 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 39 units / 93 bedrooms Phase 1 C—R 0 - 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 0 bdrm 0 — 10A units (2x4b .+ 4x2b + . 4x1 b) = 0 bedrooms required parking: 0 p.s. 0 - 9A units (5x4b + 2x2b _+ 2x1 b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 — 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms required parking: 0 P.S. 0 — 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms Required Parking Phase 1C: 0.S. Parking Provided Phase 1C: 19 p.s. 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 9: gip.. s. 0 — 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 413 p.s. 0 — 7D units (7x4b) = 0 bedrooms 0 — 6 units (4x4b + 2x3b) = 0 bedrooms 0, units 0 bedrooms Phase 3- 2 — 12A units (6x4b + 4x3b + 20 b) = 76 bedrooms Type 3 & 4 Bdrm: 246 bdrm 0 — 12D units (5x4b + 2x3b + 5x1 b) = 0 bedrooms required parking: 246 p.s. 2 — 11A units (3x4b+2x3b+2x2b+4x1 b) 52 bedrooms. Type 1 & 2 Bdrm: 20 bdrm 0 — 10A units (2x4b + 4x2b + 4x1 b) _ 0 bedrooms required parking: 30 p.s. 1 — 10C units (4x4b + 2x3b + 4X1 b) _ 26 bedrooms Type 2 Bdrm<130sf): 8 bdrm 0 — 9A units (5x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 10 p.s. Required Parking Phase 3:286�s. 0 — 9B units (2x4b + 5x2b + 2x1 b) = 0 bedrooms Parking Provided Phase 3: 293 p.s. 2 — 9C units (3x4b + 4x3b + 2x1 b) 52 bedrooms Cumulative Required Parking: 660 'S, 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms Cumulative Parking Provided: 706 p.s. Sy 1 �6 S/lE \ \ / t 4f \ \. _ N � t _ r 1 t LEGEND >�', v, ` �W —/ \ , \ VEY MITCHELL PW. SOUTHto Sh, i / ! \ ' \ ♦ \ CITY OR �\ \ 1COLLEGE STATION \ TRACT 1 1 N . ' \ VOL. 6762; s: \ \ % ?o PG. $5 ` ♦ COLLEGE STATION O.R.B.C. 'N CITY LIMITS ?v ?� .CURRENT ZONING: , t I \ \ \ \ \ \ GS t N.T.S. r 1 \ \ } \ \� \ \ \ ., .` \ VlCINIlYMAP of of i t 1 Z •�� �� t 1' inch 60 feet �o INTERIOR ISLAND SITE CALCULATIONS PERIPHERAL PARKING SPACES: 145 P.S. TOTAL BEDROOMS: 16B UNIT BUILDING: PARKING* PER UDO— MULTIFAMILY DWELLING: EXTRA INTERIOR LANDSCAPE AREA 8*3(BDR)+8*1(BDR) 3 & 4 BEDROOM UNITS -- SQFT)= 9,180 SQ.FT. =32 BDR/BUILDING 1.00 SPACE/BDRMS Firm !#F-1443 11/10/14 of rF'.s 2 BEDROOM UNITS (BR<130 s.f.)= 16E UNIT BUILDING: 1.25 SPACES/BDRMS SS�ONAL 4*4(BDR)+4*3(BDR)+8*1(BDR) 2 & 1 BEDROOM UNITS= Drawn By: JUl Checked By: VJBM =36 BDR/BUILDING 1.50 SPACES/BDRMS 4I 12A UNIT BUILDING: TOTAL TYPE 3&4 BEDROOMS= 726 BDRMS 6*4(BDR)+4*3(BDR)+2*1(BDR) REQUIRED PARKING= 726*(1.0)= 726 P.S. =38 BDR/BUILDING . TOTAL TYPE 2 BRMS(<130 s.f)= 8 BDRMS REQUIRED PARKING= 8*(1.25)= 10 P.S i TOTAL TYPE 1&2 BEDROOMS= ROOMS 105 BDRMS 12D UNIT BUILDING: REQUIRED PARKING= 105*(1.5)= 158 P.S. 5*4(BDR)+2*3(BDR)+5*1(BDR) REQUIRED PARKING SPACES: = 894 P.S. =31 BDR/BUILDING PROVIDED PARKING SPACES: = 909 P.S. 11A UNIT BUILDING: HANDICAP PARKING: ll I! 3*4(BDR)+2*3(BDR)+2*2(BDR)+4*1(BDR) 2% OF TOTAL PARKING SPACES `=26 BDR/BUILDING 909 TOTAL * 2% =18.18 =18 P.S. N � 18 H.C. SPACES REQUIRED 10A UNIT BUILDING: 18 H.0 SPACES PROVIDED (INCLUDING � 2*4(BDR)+4*2(BDR)+4*1(BDR) 4 VAN ACCESSIBLE H.0 SPACES) =20 BDR/BUILDING 1?UMPSTER: 10C UNIT BUILDING: (PER LIDO —MULTIFAMILY DEVELOPMENT: 4*4(BDR)+2*3(BDR)+4*1(BDR) 1-8 YRD DUMPSTER/16 DWELLING UNITS) =26 BDR/BUILDING 2*(16B UNIT BUILDING)= 32 D.0 9A UNIT BUILDING: 2*(16E UNIT BUILDING)= 32 D.0 5*4(BDR)+2*2(BDR)+2*1(BDR) 2*(12A UNIT BUILDING)= 24 D.0 =26 BDR/BUILDING 1 *(12D UNIT BUILDING)= .12 D.0 2*(11A UNIT BUILDING)= 22 D.0 9B UNIT BUILDING: 1 *(1 OA UNIT BUILDING)= 10 D.0 2*4(BDR)+5*2(BDR)+2*1(BDR) 1 *(10C UNIT BUILDING)= 10 D.0 =20 BDR/BUILDING 1*( 9A UNIT BUILDING)= 9 D.0 9C UNIT BUILDING: 1*( 9B UNIT BUILDING)= 9 D.0 3*4(BDR)+4*3(BDR)+2*1(BDR) 2*( 9C UNIT BUILDING)= 18 D.0 =26 BDR/BUILDING 3*( 8 UNIT BUILDING)= 24 D.0 2*( 8F UNIT BUILDING)= 16 D.0 8 UNIT BUILDING: 3*( 7A UNIT BUILDING)= 21 D.0 4*4(BDR)+2*2(BDR)+2*1(BDR) 1*( 7C UNIT BUILDING)= 7 D.0 =22 BDR/BUILDING 2*( 7D UNIT BUILDING)= 14 D.0 2*( 7E UNIT BUILDING)= 14 D.0 8F UNIT BUILDING: 2*( 6A UNIT BUILDING)= 12 D.0 2*4(BDR)+6*3(BDR)=26 . BDR/BUILDING 1*( 5A UNIT BUILDING)= 5 D.0 7A UNIT BUILDING: TOTAL= 291 DWELLING UNITS 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 291 D.U./16 (DMPST/D.U.) =18.18 DMPST 7C UNIT BUILDING: 7*4(BDR)=28 BDR/BUILDING 18 (8—YRD DUMPSTER) REQUIRED 18 DUMPSTERS PROVIDED 7D UNIT BUILDING: (BAY WINDOW) 7*4(BDR)=28 BDR/BUILDING 7E UNIT BUILDING: 7*4(BDR)=28 BDR/BUILDING 1,6B UNIT BUILDING)= 64 BDRMS 2*(E 16UNIT BUILDING)= 72 BDRMS 6A UNIT BUILDING: 2*(12A UNIT BUILDING)=` 76 BDRMS 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 1*(12Drt}UNIT BUILDING)= 31 BDRMS 2*(, -T UNIT BUILDING)= 52 BDRMS 5A UNIT BUILDING: ' 1'*(10A UNIT BUILDING)= 20 BDRMS 5*4(BDR)=20 BDR/BUILDING 1*(10C UNIT BUILDING)= 26 BDRMS 1*( 9A UNIT BUILDING)= 26 BDRMS 1 *( 9B UNIT BUILDING)= 20 BDRMS Density Legend2*( 9C UNIT BUILDING)= 52 BDRMS __- 3*( 8 UNIT BUILDING)= 66 BDRMS Density = 291 units on 16.40 acres 2*( 8F UNIT BUILDING)= 52 BDRMS 291 units / 16.40 acres = 3*( 7A UNIT_BUILDING)= 78 BDRMS 17.74 Dwelling units/acre 1*( 7C UNIT BUILDING)= 28 BDRMS Max Allowable Density- _ ., 2*( 7D UNIT BUILDING)= 56 BDRMS 20 Dwelling Units/Acre 2*( 7E UNIT BUILDING)= 56 BDRMS (R-4 `Zoning) 2*( 6A UNIT BUILDING)=- 44 BDRMS 1*( 5A UNIT BUILDING)= 20 BDRMS TOTAL BEDROOMS= 839 BDRMS Sy 1 �6 S/lE \ \ / t 4f \ \. _ N � t _ r 1 t LEGEND >�', v, ` �W —/ \ , \ VEY MITCHELL PW. SOUTHto Sh, i / ! \ ' \ ♦ \ CITY OR �\ \ 1COLLEGE STATION \ TRACT 1 1 N . ' \ VOL. 6762; s: \ \ % ?o PG. $5 ` ♦ COLLEGE STATION O.R.B.C. 'N CITY LIMITS ?v ?� .CURRENT ZONING: , t I \ \ \ \ \ \ GS t N.T.S. r 1 \ \ } \ \� \ \ \ ., .` \ VlCINIlYMAP of of i t 1 Z •�� �� t 1' inch 60 feet �o INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 145 P.S. INTERIOR PARKING SPACES: 765 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 765 P.S./15 P.S.=51 51*(180 SQFT)= 9,180 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9.180 SQ.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 16.190 SQ.Fr, Firm !#F-1443 11/10/14 of rF'.s Sy 1 �6 S/lE \ \ / t 4f \ \. _ N � t _ r 1 t LEGEND >�', v, ` �W —/ \ , \ VEY MITCHELL PW. SOUTHto Sh, i / ! \ ' \ ♦ \ CITY OR �\ \ 1COLLEGE STATION \ TRACT 1 1 N . ' \ VOL. 6762; s: \ \ % ?o PG. $5 ` ♦ COLLEGE STATION O.R.B.C. 'N CITY LIMITS ?v ?� .CURRENT ZONING: , t I \ \ \ \ \ \ GS t N.T.S. r 1 \ \ } \ \� \ \ \ ., .` \ VlCINIlYMAP of of i t 1 Z •�� �� t 1' inch 60 feet �o IVIITCHEILL� ft FAI ■ A T.979.260.6963 F.979.260.3111564 TX. FIRM # F� 1443 511 UNIVERSITY DRIVE EAST SUITE 204. COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING H4DRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS *SUBDIVISIONS www.mitchellandmorqan.com Firm !#F-1443 11/10/14 of rF'.s ............ VERONICA J.B. MORGAN P 77689 o c� STEL SS�ONAL E i A 11 NOVEMBER 2014 Designed by: VJBM Drawn By: JUl Checked By: VJBM i €I 4I i` LL_ t r� � O O U n- O U O i 'j �I N r ll I! J �Z N � NW 0 0 I � J 'o oW Q �a W a� O i! V.L. fif _ TYPE 3 CURB :FOR :USE WITH 1C.ONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY :ITEM NTS tr rc rUf l 1 yLn auD arr r ana all reaeroi state and local 26 .8F UNIT B I. _ „ * _ , ,` . �g�; F .;,.. P a regulations. _. . U LDING 2 STORY 1.9 4 4780 2 — 95 i r ':c<`. �,:•' 60 SQ. FT. /` - 5. TRENCHING D BAGKH : E . 27 9 _ r_ �, r AN LLING. All trench) ST �' _ C UNIT BUILDING' * / yyy n and backfilling shall F . , t � , 9 ail conform `to the .......... � 3 STORY 28 10 4188 3 — 12564 'S .FT � • ,, ,: t.. ,.:..�- - :,, - _- E,�,r 9.. 9 iE 1 _ _ _. _ _ __ _ , +vas OC UNIT * _. .::: .. _ __ _ _ .� s ecifl ,. BUILDING r cation there) G 3 T � s set oto Testing STORY 5 r n. shall 28 10 — ., a..<. , p be rove >, _ :.. 4945 � �.. � ded b 3 ,14835. SQ.FT• 4.::. � R3-; � , .y _ r , 9 _ p Y p certified laboratory, at 30 1 m r F 2A UNIT BUILDING 3 * =a 4 STORY 28 10 6017 ti ._:. r the 0 3 1805.1 S .FT. ;.�, , c,_ ,, � Owner's expense, to ve If -these standard , Q � � � . � —,. { : P Y s. An retestin due to a ,s ' , � : � ,, .. xb � <: , Y 9 substandard .. tLy UNIT BUILDING 3 STORY 28 10 6017 . \. _ 3 — 18051 9 SQ.FT. .,_,... � 4 FIRE , _, � .. ,. workareast : _ shall be at the :ex expense of the Contr. P actor. Structural . shall include all 4. ELINE INE sidewalks ks and shallxte d 5 be and the curb Imes of all etraats riuovc nn.a r•i.,.,., _ 18. Exterior . , __ or Bulllighting >, _✓ . � din and sit `, � , . gwill meet the standar _ P ___ _ of Section 7 _. .. .. ,. , ... ... _.. ., . .. _ the , , -., .. �.. ,. ... ..... 1. ..,. ..- v .-. a.. ..mss. - .. .... >..,. . .'. .. �. O I �� I .. � '�I I .------ i�__ -_ .... _ _,_ .. .. . . ...: .. .. -, _...._ IL, , ,...,..._.. ,.... Fi .. ._. ..- _.,..., a ctrietain'r.v... .._ ., . '�. _. �_ ,_._•q. 1 .., ... II/(-,�-, ,I I� , limp I R3' (I� ,',.%'� \ � �, �• led Development nr•dirinn,� l'ho lini,+ �.,,,...e �i,..0 .,.,a .._...__,. �_,_... -- -_ (•. I ( it ( I I 11 II 11 11 11 11 I 1 11 11 11 11 11 11 1 1 1 Q oW , PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 STORM WATER \\ �\ // // o ` ------- POLLUTION ----- POLLUTION PREVENTION PLAN GENERAL NOTES FILENAME: GeneralNotee-CenConet-PPP-BOS.dwg \ \ \ : GENERAL PLOTTED: 28 Oct 2012 - 10:51 am \ \ // // �,yy �'ti p pGLa�C DOOR 1. All contractor vehicles, including employees vehicles, shall park within the , \ \ / / F project site to minimize traffic on the public streets adjacent to the work site \ // \ i / •TW=320.75 �y VARIES entrance. Contractor will provide sufficient parking areas to accommodate his FINISH FLOOR vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired�y,. h FENCE to original condition prior to completion of project. / \ / / ��� 84Y (7"max)T 2. Contractors shall ensure that no dirt from the project accumulates in the existing VARIES[� £�,. streets. If dirt or debris from the project site accumulates on adjacent streets, the x contractor shall immediately clean those areas. lig- vM4f ol#�iq .,aa X45+0. , 5%VAE R - 12" 3. Contractor shall place erosion control protection at appropriate downstream \ // \\ `Q `� 'tiF -2% (max) locations to minimize silt and debris from leavin the construction site and / CURB -2% (max) g\ entering the drainage system. \\ TC=321.32 TC=321.19 \ , { �T� NC. SIDEWALK 4. If required on the plans, the contractor shall maintain a vehicle wash down area of/ Li eliffinianf ci�a nnrl in n Inentinn to fneilitnta elanninn his vahie lac nrinr +n lanvinn fho i / fE v.\ _ •`' ,i* LEGEND Property Line T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 ................ ........................ High Point PLAN & DESIGN SPECIALISTS IN — 000.00 ExistingGrade Firm #F-1443 11/10/14 OF TF�q 000.00 Proposed Grade SS�ON,4L EAG kl li NOVEMBER 2014 Designed by: VJBM Drawn By: JUJI! Checked By: VJBM IE Z 0 Proposed Sanitary Sewer Lines 'W SS --- Q o Proposed Water Lines WL i Proposed Gas Lines W a� gas ELEC Proposed Electrical Lines Silt Fence 000.00+ Proposed T P � P Pro C xx.xxx Proposed T � Elevation - Elevation MIT MITCHELL I� MORGANMOR T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY *UTILITIES STREETS SITE PLANS *SUBDIVISIONS www.mitchellandmorgan.com Firm #F-1443 11/10/14 OF TF�q *..:........................... is � VERONICA J.B. MORGkAN ....................................... 77689 SS�ON,4L EAG kl li NOVEMBER 2014 Designed by: VJBM Drawn By: JUJI! Checked By: VJBM IE Z 0 L H0 'W � W � a ° 0 ° U a� Q o (0 C 0 i W a� N M i i3 c m 1 IL C1 c0 a� c c C� I a� V' N I O o IZ O) r O of O LU S � a J' Q) O 'Vw CL Or"'.I (J-) N= W Who N Z 1 J Z: ONS o Q f �i W' 0 I �, ' IN I! =I I - - i i E J. IGATE VALVE & BO mom jo 1: t METER Lq WITH USA LL562 LOCKING LID Rini ------- - --- OR APPROVED EQUAL. . . ...................... R APPROVED EQUAL. g Brim— 10 1 "ad n Amp A Ilion OF SEE DETAIL SHEET FOR EMBEDMENT Raw ju Sta. =4+52.69. F/L= 317.35 8"x4 M.J. TEE 50.59 L.F. OF 4^ PVC FIRE UNE Sta. =4+55.39. F/L= 317�2 11 8^x4^ M.J. TEE 4" #J� QATELVE & BOX 49.19 L.F. OF 4^ PVC WATER INE SERVICE INSTALL 1.5" WATER METER A EXISTING GRADE `EXISTINGDefle Line__— .|INAL '3�4 | QRADE | | ---| --- --- --'20' E 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 VERTICAL i CURVE CIVIL ENGINEERING H)Z )RAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVIt,[ONS Firm #F-1443 11/10/14 OF VERONICA J.B. MORGAN 49.19 O.F. OF 4" PVC WATER LINE SERVICE Drawn By: JUJ Checked By: VJBM INSTALL 1.5" WATER METER 04 r- Ln 4+DO 4+50 ry VALVE BY OTHERS Rb =1 159120 Rb Minir-num-L400 a. La o High Pt. Sta. 11+17.46 322 2 –2" ELECTRICAL CONDUIT 8 GATE 43 L.F. OF 4" PVC1 FIRE LINE 8"x4" M.J. TEE, 41 M.J. GATE VALVE BOX 27.85 L.F. OF 4" JPVC WATER LINE SE f RVICE INSTALL 1.5" WATER METER i � � "x4" 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING H)Z )RAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVIt,[ONS Firm #F-1443 11/10/14 OF VERONICA J.B. MORGAN 49.19 O.F. OF 4" PVC WATER LINE SERVICE Drawn By: JUJ Checked By: VJBM INSTALL 1.5" WATER METER 04 r- Ln 4+DO 4+50 320 318 316 314 5+5U 5+6O MITCHELL MORGAN 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING H)Z )RAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVIt,[ONS Firm #F-1443 11/10/14 OF VERONICA J.B. MORGAN NOVEMBER 2014 Designed by: VJBM Drawn By: JUJ Checked By: VJBM Ln ry a. La o mcg oca 322 326 320 324 318 322 316 320 314 318 312 316 310 314 308 312 3[13 szt� MITCHELL II: I MORGAN j 7+5.0 7+65 8+25 8+50 9+00 10+00 Alignment 328 WL PLAN & DESIGN SP,FEOIALISTS IN xw 0 8» &4 IF 'B FIRE Hydrant m� 61nch W w �w 8" PVC (DR 14 — AWWA C-900) j HYDRANT 01n Z W J � O U m `'' JW Q z 4" PVC (DR14 — AWWA C-900) comm mi �J 01W�' 314 trio�Q 326 32s SEE DETAIL SHEET FOR EMBEDMENT i 326 U W ! oj X w Z JLLJ - j N W 0) U a: >- O m it if Ncnt.,_N W W' W 314 314 324 324 � �i 't _ ~ ai F M i 324 u- NWu- O t- O M O`SIi JLq OCL, i u W � II J �(o II_ 6000 6 00< XON 4" GATE W 0 N d Z 312 312 8, GATE — � I www w` 00 i w 3 Lo F- r U-Q VALVE �t-0 J u- i VALVE 00 �o��o 322 322 + O ! II �r � `� W W I! JJ II 322 J W X II 00x O Lo G: Nd x(d �) �d MZ iN I I 1 I •-•- O I r ! N iN O) I0) 0) to 320 320 f ---- 10+50 11+00 Alignment WL -13 � ! i 320 318 318 MITCHELL II: I MORGAN 7+00 7+5.0 7+65 8+25 8+50 9+00 10+00 Alignment 316 WL PLAN & DESIGN SP,FEOIALISTS IN xw 0 Fire www.mitchellandmoi an.com Hydrant m� 61nch W w �w i NOVEMBER 2614 Designed by: VJBM jI 01n Z W J � O U m `'' JW Q z 316 316 comm mi �J 01W�' 314 trio�Q 0) 00H U W — oj X w Z JLLJ - j N W 0) U a: >- O m it if Ncnt.,_N W W' W 314 314 �J m � �i 't _ ~ ai F M H I C; u- NWu- O t- O M O`SIi JLq OCL, •- u W � II J �(o II_ 6000 6 00< XON N W 0 N d Z 312 312 H ( W. F-0 LLJ — � I www w` 00 i w 3 Lo F- r U-Q M I I �t-0 J u- i c6t-Oin 5+25 5+50 6+00 6+50 MITCHELL II: I MORGAN 7+00 7+5.0 7+65 8+25 8+50 9+00 10+00 Alignment 316 WL PLAN & DESIGN SP,FEOIALISTS IN -A Fire www.mitchellandmoi an.com Hydrant in 61nch MITCHELL II: I MORGAN 318 7.979.260.6963 X w 00 m 511 UNIVERSITY DRIVE EAST 316 COLLEGE STATION, I X 77840 PLAN & DESIGN SP,FEOIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY *UTILITIES STREETS W X w O www.mitchellandmoi an.com II in .................................... VERONICA J.B. MORGAN W w i NOVEMBER 2614 Designed by: VJBM jI z I WV) J � O U U comm Q > 314 trio�Q W Q Z i Z — f + M M N C Z JLLJ - j N W 0) U a: >- O it N Ncnt.,_N WI� O M �J m N IL to ai M H I J t.� a �E �o 11+75 M U M LAJ �U� jJUuj u W � a J^ p>� ��paQUJ j= N O Z W O H ( W. F-0 LLJ — i www w` ioww w 3 Lo F- r U-Q �t-0 ^ I c6t-Oin 00 �o��o ^ � W + O II �r � `� W W I! JJ II J J W X II 00x O Lo G: Nd x(d �) �d MZ iN I I 1 I •-•- O I r 0) N iN O) I0) 0) to J u- J i J IJ u- j Li u- 10+50 11+00 Alignment WL -13 MITCHELL II: I MORGAN 318 7.979.260.6963 F.979.260.3564 ! TX. FIRM # F'' 1443 511 UNIVERSITY DRIVE EAST 316 COLLEGE STATION, I X 77840 PLAN & DESIGN SP,FEOIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY *UTILITIES STREETS W X w O www.mitchellandmoi an.com II in .................................... VERONICA J.B. MORGAN ..................................:.... '..'o 77689 O SS/ANAL t; EAG i NOVEMBER 2614 Designed by: VJBM Drawn By: JUJ Checked By: VJBM j z I J J J � O U U comm 314 trio�Q CD00NU f + ai M N C �I 0 it a I M S Ncnt.,_N 312 N IL to ai M J t.� a �E �o 11+75 MITCHELL II: I MORGAN 7.979.260.6963 F.979.260.3564 ! TX. FIRM # F'' 1443 511 UNIVERSITY DRIVE EAST SUITE 20 COLLEGE STATION, I X 77840 PLAN & DESIGN SP,FEOIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY *UTILITIES STREETS SITE PLANS * SUBDI ISIONS i www.mitchellandmoi an.com Firmt 1 -1443 10/ 14 OF � •:9 .................................... VERONICA J.B. MORGAN ..................................:.... '..'o 77689 O SS/ANAL t; EAG i NOVEMBER 2614 Designed by: VJBM Drawn By: JUJ Checked By: VJBM j z I L° cn � O U U o I; •� M N C r a I M S IL to a �E �o 3 t� 3 N O Z W O O O ^ I ^ Oq ^ � W ct, N Z O !I II �r � `� W W I! ii II I �I ii I. GENERAL NOTES LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH, AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING.. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF Y2" BELOW ADJACENT PAVEMENT. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION OR BETTER. LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES. LANDSCAPE CONTRACTOR SHALL LOCATE, AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR UTILITIES. HAND DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, OPEN HOLES, ETC.) ON A DAILY BASIS. UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. LANDSCAPE NOTES - 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE) ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON THIS PLAN USE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. IRRIGATION NOTES AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHALL BE INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. IRRIGATION SYSTEM TO BE PROTECTED WITH A DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY OF COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 0 > EX. GATE VALVE EX. 18" TOP OF ROOTBALL TO SIT— SLIGHTLY ABOVE FINISHED GRADE, PLACE ROOTBALL ON SUBGRADE 3" HT. WATER RETENTION BASIN 2" LAYER OF HARDWOOD BARK MULCH 11" LAYER OF COMPOST BACKFILL WITH NATIVE SOIL,– SUBSTITUTING WITH TOPSOIL IF NEEDED. 1. TREE P SECURE TREE TO STAKES WITH HOSE AND WIRE AT LOWEST CROTCH OF LOWEST BRANCH voo e- 12 GA. GALV. WIRE WITH BLACK RUBBER HOSE TO PROTECT TREE 1-3 - 6' (MIN.) LONG DARK GREEN "T" POSTS. INSTALL STAKES MIN. VINTO UNDISTURBED 325, SUBGRADE. = I x DIG HOLE 1.5 - 2 TIMES WIDER THAN THE ROOTBALL WITH SLOPED SIDES. FINISHED GRADE Li ... . ...... . . 71III ..III I 1111E1 I I=- I IE I IEE1 I IHEI i & I El I =111-1 I 1_� UNDISTURBED SUBGRADE I Iz= I I El I I=1 11=111 I IE I LANTING DETAIL NOT TO SCALEO r �TILL EXISTING SOIL TO A DEPTH OF 6", AND SPACING PER PLAN ADD A 4" DEPTH LAYER OF PLANTING BED MIX. PLANTING BED MIX TO BE A 1:1 COMBINATION OF FULLY COMPOSTED ORGANIC MATTER WITH TOPSOIL. TOP OF ROHIOTBALL TO BE SLIGHTLY GHER THAN FINISHED GRADE COVER BED WITH 2" LAYER OF Laked HARDWOOD BARK MULCH . . . . . . . . . . PLANTING BED SHOULD BE CROWNED AT THE CENTER . . . . . . . . . . . . . . . . . . . . . . . . . . . 2. PLANTING BED DETAIL NOT TO SCALE 15' P.U.E. LANDSCAPE PLAN 0 20 40 60 Scale: 1 "=20'-0-1 SYMBOL SIZE COMMON NAME QTY POINTS TOTAL BOTANICAL NAME EACH POINTS CANOPY TREES 2.1"-3.4" cal. LACE BARK ELM 16 150 2400 30 gal. container min. ULMUS PARVIFOLIA HARVEY MITCHELL PARKWAY (FM 2818) STREET TREE LO 2.1 %3.4" cal. LIVE OAK 4 150 600 30 gal. container min. QUERCUS VIRGINIANA HOLLEMAN DRIVE STREET TREE LE A2.1"-3.4" cal. LACE BARK ELM 10 150 1500 30 gal. container min. ULMUS PARVIFOLIA .LO 2.1"-3.4" cal. LIVE OAK 0 11 150 1650 30 gal. container min., QUERCUS VIRGINIANA SHRUBS 0 5 GAL SEA GREEN JUNIPER 138 10,- 1380 3'spacing JUNIPERUS CHINENSIS 'SEA GREEN' 3 GAL INDIAN HAWTHORN 337) 337 3' spacing RHAPHIOLEPIS INDICA 3 GAL KNOCK OUT ROSE 99 55 ROSA'RADRAZZ' TOTAL POINTS PROVIDE 7,830 LAWN All areas not planting bed or pavement and all disturbed areas on adjacer t property to be solid sod bermuda grass LE ® LE OO LACE BARK ELM (STREET TREE) A LACE BARK ELM SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN' INDIAN HAWTHORN RHAPHIOLEPIS INDICA LO ® LIVE OAK (STREET TREE) LO LIVE OAK O ® KNOCK OUT ROSE ROSA'RADRAZZ' LAWN areas no All tlantin bed p g or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass ✓ NN CY) opm /,- \ 9 /�xl I L-A 4 5914 Cs KLe \ \ ..:.J 5 W T.0.0 ' 10 0 10 LO \\ rv P�7.5' P.U.E. `+ +�+ �� ,/;%�� _ X \ K �' F - \ % G t' (VOL. 9515, ,+ a Q _ / ' ! I + e 6 SAP �. ,,' JI ION \ uG 15 G1r,F SER / rwc c �� / d t J� 000- / \.\ F�� r`� �GF\ ,+\ a y+ ✓+'+ -xx-x / Z ? _ ------ --- - -------- -- EX, j 0 ■ ® M "�r .........K HYD I _ \ \ k\ :--.______.._:_-._—.:_::::__r__ T `.% 't� - /Cel 7 \\r� YV'p I ER - - O y,� l \\ M a� LO CV \\�s^� w �. LO G� 3-12_x12= / f r� V DUMPSTER ��° x +Iwo G Ix-x-x-xJ nPADSI xI JI ' ! xrx-'x-x_x-. - - -*-...........:. --..................................... Cf _... ......... x -x i - - - .. . ., - F \ Ls ----- - 7 6 w G� ;T I Q � z �\ Issued: LO I m Fri SAN. SE1N�R\ I: g / 1� y _ Z 1PRIVAT October 16, 2013 X ..... ..................__ _ Revisions: LE LO T LDG -- --w / cs 1 5 \ >X O i \: s 1,------- - ( -1 10-24=14 plan changes j 4111 . K ...... : K_ _- ... ...-.. 4 K ...... K K K K 4 1l / 5 1 1 5 5 1 1 5 J N oo°o LE i%X - r i D i I — Ve &S -� -ANEt_ , I v u i_ T LANDSLA_ I I 3N CAPE PLAN WI_ - :INV E 3231 3NVl 3NId 3NV-i 32113 �V 32313 3NV3.3231 A 3NV 13 3NV'1 32313 3NV3 32113 3NVl 3211 3(Vd3 3211 i T 0 20 40 60 LANDSCAPE _ PLAN Scale: V=20' -O" - 3NV� MATCHLINE L 3 i �Ld 3 3NV� 3�31�1- 3NVI 32113. 3NVI 32313 3NVI 32313 3Nb-1 32!13 ,N�t1 32!13 3NVI 32313. 3NVI 3.2313 3NV3 32!13 3NV� 323,13 3NV i 3L13 3Nd 1 32313 LE L 2 f T I LE G LE l •F= ' 'i i :d r W - f i t PLANT SYMBOL KEY L L LACE BARK ELM (STREET TREE) LACE BARK ELM 0 I LIVE OAK (STREET TREE) LIVE OAK OQ SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN' INDIAN HAWTHORN RHAPHIOLEPIS INDICA © KNOCK OUT ROSE ROSA'RADRAZZ' LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass -s --- 2-2�'vev�s s-- 1'N E FIRE LANE FIFE LANE 8 -11II�A LINEL-.1� 3NV1 '181 J 3NT1 3N 3NVI 3' 13 i I. i. ; ® o000 � o �• . T151 NVi 3bi� 3NV 1 3 �' \ i i�TE c \ 1 j�� `.�\ \ :) �i , fit'• c} i �HLINE L 2 3NV-I 313 3NV� 32113 3NV-1 323 3 gLE K K Ex - f I it �; '• , .. � i %STORM ={.,;, 04, co [FITS BLDG 1 C U I AM All i is 1, II _ ;1 � _ ___�. __ : AS ��:��� DO f 1 L 12 -PVC - - - -x-x- x x -x -x -x- 71!1 12 -PVC x - - x�i 1 _.� 12 -PSI -� %x=i -rx �y r =1_--,1= x- k -x- Xr.'_x-x=Q=x��r }� I I , C x j x j x x � 1 x }`: � -III; +i -- O _ - --- , 1 1 TRA;NSFO! M R it ,PAD i „ I y it METR i i_ M Q) _ = K u_., _....... _ M K K K K +. K � v 4- 4 s EXI \NATER 4' 4 j 1 VICE r i ST 1 Issued: E C� E: FIF�"`�E IRE'CA= IRE`2'7C1GEHSB LINE .r TEMP0RARY - -- October 16, 2013 i!I E ER.:_ �,r_ ���f.,�PE �:: �:: __ _ _ _ _ _ Revisions: J ,iJ ;i IRE mom= FiRZE 3NV� 32113 3NV� 3Ji3 , 3NV \ 3Ny� 3?�1.3 3NV� 3 -NV-1 :PAIR -4-13 11 per CS comments l3. ; - LE I I LE 1 ; - ......_....-....... _ - ..._. __....._... anges� I - i �r, 10 24 14 plan ch t i i _ ._..__.__ .....__.....___...._..._.... _ ...__........... ....__...........___.__-- — Q Q Q Q Q - )O OO 00 00 QOO 000 00 ............. ................. _ .......... _.._.....-._.:___...----......-__.._........... _..........._......_..._..._._ —UT— -- --U-f LANDSCAPE PLAN 0 20 40 o LANDSCAPE PLAN Scale: 1 "=20'-Oi' �� LL 3 Concrete Pad W iJ G r Conduit Entry C vv vvv B 00 00(7 A— C E•. NOTE: All Dimensions Are In Inches J 8" 1 01 000000:0 4" 1/2" Rebar 18" Center to Center Both Ways Class "A" Concrete As Per City of College Station Specifications. CONCRETE PAD SPECIFICATION P-- XFMR A B C D E F G MAX TO SCALE ON THESE DRAWINGS. KVA inches inches inches inches inches inches inches WEIGHT f �y 100 = Meter 3ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION = Primary Pullbox • = Pole Single through 24 11 54 70 10 49 15 2.500 Phase 250 SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL CONTACTCiTYPRIOR TO ROUGH IN OF PAD. BCONTRACTOR WILL FURNISH RIGID OR IMC CONDUIT(30' PER RISER POLE) CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE 1'1 i,5 IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. CSU WILL I NSTALL ALL RISER CONDUIT. 9PULL STRING IN ALL PRIMARY RUNS SHALL BETTED AT BOTH ENDS r itiroi ti: I I s ` 's I 1 i 2 t 95 22. }� ' ": 1� 'CAUTION' TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 13. SOIL AROUND ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS O CONCRETE PAD. 14. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 15. COST OF LEVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXESTHATARE LEANIN WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OFTHE DEVELOPER. THIS ALSO APPLIES TO IN -GROUND PULL BOXES THAT HAVE SETTLED t BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE2DEGREES IN ANY DIRECTION. 16. IF EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDRIES PRIOR TO INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WILL BE 111 hilrod: 3't, j53j `' r; # ;) ; i ! u i3 29 i fit ;.e r I TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY ELECTRICAL FACILITIES. s`x t„ COLLEGE STATION UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR. 19. IN ALL CIRCUMSTANCES WHERE CONDUIT IS SPLIT BY DEVELOPEMENT PHASE LINES IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXTEND CONDUIT INTO ADJACENT PHASES FOR COMPLETION WHEN FUTURE PHASES START. ri 3e 1 i:7 f V!4I I ! F�J ' 1 23 f 'F J�OiI l Y Ci f't'! ff i j 1 j CONCRETE PAD SPECIFICATION P-- L EC_IRI _ F.A. C_ I L ITIES Existing = RED nern0 or Move = GOLD ® = Pad Mount Transformer VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONSARE NOT 00000-00 k" ph TO SCALE ON THESE DRAWINGS. a = Fuse ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT Dow"O « ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED 00000mo= Pole f �y n = Meter 3ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION = Primary Pullbox • = Pole WILL BE CONSIDERED WITH PRIOR NOTIFICATION. PVC AD LONG SWEEP ELBOW 90' RISER POLE AND TRENCH DETAIL VER .E 23312-00 021 `� 120/240 `� ; 75 16A UNITS BLDG r-, rl Proposed wl 2_ "Uonduirts 10 Proposed 2 - 2" PVC Conduits = 1 with 1/0 Primary Wire by CSU. Easement required. = Proposed 2 - 4" PVC service conduits Wire by CSU. 16A UNITS BLDG EXXON 8 23311-25 k fid OEM 127 I 9C UINITS BLDG 12UNIS BG 23311-20 4 . " � u " 1p !3312-05 120/240 167 — --a - - AarIg � T I g M1 L 1,30" UP I WMI, =0 W1111 I L W" IT 0 12�0 UNI S B E 1 UU I 0 CONSTRUCTION NOTES 1THESE DRAWINGS REPRESENT QUANTITY AND TYPE OFMATERIALTO BE USED. EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONSARE NOT TO SCALE ON THESE DRAWINGS. 2B FORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND f �y REINSTALLED AT THE CONTRACTOR'S EXPENSE 3ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS fid'* WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5ALL CONDUIT WILL BE INSTALLED BY CONTRACTORTO CITY SPECIFICATIONS. 6PRIMARY CONDUIT WILL BE INSTALLED ATA MINIMUM 4' DEPTH BELOW FINISHED GRADE 7CONTRACTOR WILL INSTALL TRANSFORMER PAD IN ACCORDANCE WITH CITY SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL CONTACTCiTYPRIOR TO ROUGH IN OF PAD. BCONTRACTOR WILL FURNISH RIGID OR IMC CONDUIT(30' PER RISER POLE) CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. CSU WILL I NSTALL ALL RISER CONDUIT. 9PULL STRING IN ALL PRIMARY RUNS SHALL BETTED AT BOTH ENDS r 10CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. 11SECONDARY CONDUIT WILL BE INSTALLED ATA MINIMUM 30' BELOW FINISHED GRADE 23311-20 4 . " � u " 1p !3312-05 120/240 167 — --a - - AarIg � T I g M1 L 1,30" UP I WMI, =0 W1111 I L W" IT 0 12�0 UNI S B E 1 UU I 0 23311-15 1 0 Iii (� t� 7 �: FOR CONSTRUCTION CITY OF COLLEGE STATIO ELECTRIC LAYOUT FOR: LAKERIDGE TOWNNOMES WE1218121 i�_14 .n' College Station Utilities 1601 Graham Road w College Station Tx, 77842 SCALE: DATE: ADDRESS: SHEET I NO. 1 11= 30' 10.29.14 1 of 1 HARVEY MRCHELL k JONES BUTLER RD. DRAWN BY: ECT® W. REV. S. WEIDO STAFF — 0 CONSTRUCTION NOTES 1THESE DRAWINGS REPRESENT QUANTITY AND TYPE OFMATERIALTO BE USED. EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONSARE NOT TO SCALE ON THESE DRAWINGS. 2B FORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE 3ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5ALL CONDUIT WILL BE INSTALLED BY CONTRACTORTO CITY SPECIFICATIONS. 6PRIMARY CONDUIT WILL BE INSTALLED ATA MINIMUM 4' DEPTH BELOW FINISHED GRADE 7CONTRACTOR WILL INSTALL TRANSFORMER PAD IN ACCORDANCE WITH CITY SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL CONTACTCiTYPRIOR TO ROUGH IN OF PAD. BCONTRACTOR WILL FURNISH RIGID OR IMC CONDUIT(30' PER RISER POLE) CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. CSU WILL I NSTALL ALL RISER CONDUIT. 9PULL STRING IN ALL PRIMARY RUNS SHALL BETTED AT BOTH ENDS OF CONDUIT. 10CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. 11SECONDARY CONDUIT WILL BE INSTALLED ATA MINIMUM 30' BELOW FINISHED GRADE 12. PRIMARY CONDUIT WILL HAVE 12' TO 18' OF DIRT COVER PRIOR TO PLACING A 6" WIDE 'CAUTION' TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 13. SOIL AROUND ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS O CONCRETE PAD. 14. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 15. COST OF LEVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXESTHATARE LEANIN WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OFTHE DEVELOPER. THIS ALSO APPLIES TO IN -GROUND PULL BOXES THAT HAVE SETTLED t BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE2DEGREES IN ANY DIRECTION. 16. IF EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDRIES PRIOR TO INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WILL BE 111 CORRECTED AT CONTRACTOR'S EXPENSE 17. IFA CT CANIS REQUIRED, IT WILL BE FURNISHED &INSTALLED BY OTHERS. MINIMUM SIZE WILL BE 36 X 36 X 10 WITH LOCKING CAPABILITY. CTs & METER BASE WILL BE FURNISHED 8 CSU & INSTALLED BY OTHERS. SERVICE CONDUCTORS WILL BE FURNISHED & INSTALLED 8 CSU. i� 18' CONTRACTOR SHALL BE RESPONSIBLE FOR INSiAWNG GROUND RODS ATALL TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY ELECTRICAL FACILITIES. s`x t„ COLLEGE STATION UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR. 19. IN ALL CIRCUMSTANCES WHERE CONDUIT IS SPLIT BY DEVELOPEMENT PHASE LINES IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXTEND CONDUIT INTO ADJACENT PHASES FOR COMPLETION WHEN FUTURE PHASES START. 0 23311-15 1 0 Iii (� t� 7 �: FOR CONSTRUCTION CITY OF COLLEGE STATIO ELECTRIC LAYOUT FOR: LAKERIDGE TOWNNOMES WE1218121 i�_14 .n' College Station Utilities 1601 Graham Road w College Station Tx, 77842 SCALE: DATE: ADDRESS: SHEET I NO. 1 11= 30' 10.29.14 1 of 1 HARVEY MRCHELL k JONES BUTLER RD. DRAWN BY: ECT® W. REV. S. WEIDO STAFF — PLANT SYMBOL KEY LE OO SEA GREEN JUNIPER LACE BARK ELM (STREET TREE) LACE BARK ELM JUNIPERUS CHINENSIS 'SEA GREEN' INDIAN HAWTHORN RHAPHIOLEPIS INDICA LO LIVE OAK (STREET TREE) LO LIVE OAK O © KNOCK OUT ROSE ROSA 'RADRAZZ' LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be solid sod bermuda grass I j LE r �u Cy'pp ,e 1 - 1�, Fa x , Y i 2 21- 4 :� E i b FIRE - _ LANE L "+ ~ � r,;: �•, �: € 3N 3�i a 1 `i� I 1 3 13 �Nbl 32113 �i dGV L.3�113 3Nd� .32i1� 3tJb _ I 3Nb"I 3�t13 3Nbl 3�t13 . 3Nb1 3�l13 3NHi 381-1 3N -1 3 j t 8-wL - LINE LA _ V - . E» MATC H ��1 E L 2 \ ]NVI 3211J—i 32� 3N�l� _ 2JL� N r�. icy { " d r ED �!_: 3r!b I ����_ 3N 32jI ; LE d:� 3, 3Nbl 3113 3Nbi 3cJ13 3Nb! 3L�13 I a € 32113 3Nb'l 3213 3Nb 3x11 ! r 3Nbl 32f1, 3Nbl 3�t13 3ttb l 32t1� 3Nb 32113 3Nb.. ! I l ! ! LE .. t . ............ i € , i r. — S :. D °°° h o° �, 4 4 4 4 3 3 4 - ;• ....-- .. _ ..._, ._..,� K - 4 4 5 4 5 4 , - - -- K if K K _ : i ifII _ is __ !'` !IY---"— !', i `'`•\ '\� tt ._ ....., {lam ii : W - I; - Z r .-_._....... : � if I'. !I !i 'I ! - � '\t t I EX. ! MF•; 1 !; �.�..._ I ! li i i ii ! _ `�, D RAI 9 C V € i I ! I i ! j ! i } .\,, / J\ �\ - :t Writ:,. C7 1 X11 TS !BLDG ! I Ii ,}:..,4'' if ._ i TS I D I r,� ................ .. i ! i i ! I I S I - I I___ \ i.,. ` i;, \ 1 C U i 1 it I i-`' f i J rrl _...............x x !I ! € !-.__....... ; t1 ! x x _- I - I _ x..__...'. x x 1 x x x x ! V C C f ! .... M 4 x I ! I I 12 ,_ _ x 2- �G" 2f'V G GPS —"-�- . 2="� x x x x x I _ 4 .-1— _ x , ! rx-x-I-x-x-x-x- -x- �-x-x-x-x- l -x -x -L - - - - - -} _ x 1 ? _ x — . —..-_..x — - x P�/ , i 1 ��-x=r€=x--�i�.X_x_x_x-x-� N I x t'- _ _ _ - _... _-_..._.. _ ._ x x x x x x -x -x -x _ x- l -x -x -x- x -x1 x- - - - - - - x=x=x_ - -p\�� ,_: _ ..... -s x x -x- x-x�x-x- - -=��x,�-x- x�r- I .. ...._ i - ` X ! i I - ',J-1�=x-x x -et -x-• - --x._ 1--'C�k- --X—a1C1,=�^� - X- - T - % sc .x x x Lx` 1 il- i`J x 12 x - \� x x - _ x i; I ! x I I I ! I x x ! x I !I ........ ....: 11 . {� rrt � I i � I I � x x x x � x � x' x x x � , :� I C7 x b_........... .__......._._.. 'c ;. � !•-. ---' x (,� _ d'A x � x is x i7 '° '1 ---- 1 { .,---- -- -- r---.. _....__:_�,..__..__'� -- � - t ---'- 1 - li !' - :I: ...if �I li - !! .i �! !� ii T j!` ! !, i, I RAi� S FO R Iv_1-E R �! ' if I i ,, it 1 ;, ! �! i 'I Il Ali..._ Li- } I! I i l i l h,4 I if I' I it if it u !; l r�............._.._......__. I! ?... r !! l it ( II l { 11 '! !! a I€ ! C)' ! li !I METER �� , i! i j i ;; it r if 2/� UNITS B- 12 FAD C _ LII � �'+ �i ' 1` 'i ! , RD ! ii `i 'i ! I l.i.) ..,1 ,. i1 n- ... ....... ...._... I; :I it :: I€ CJ !, z............. ..... t i :I '' �! /" a :! !! % !I -! _ ! t ! ,.t.....� :. :: li .i! I _�.1, it vLt ! i /� - _..... - - - - W K K - K I _....... . -....i; K K - K _ K,,. K .. K K. �( K K 4 �G4 K K K K K KLIZA 1 Z w I a 3 3 5 5 3 --- 5 - I: w o s: EX VV R LL - -- 4 ! 4 ; 6 I ATE �.-� i i i I I W _.. ...... py.t i ^'i I c?V ` € J _ ' PVC R 1 91 ,. Y •: Y L (k•'— 0.1.1:.x' 't: - 3; _ � I — - c s 2_.. 2 C !cs C �.. _ 2„ PVC CS — 2- 2" PVC`:. CS —'t —2- 2> PVG CS —` 2•- 2„ l?VC CS — 2'i 4 J CS PV CS - 2 :I:I I ! E. s1_.: - - -_ ANE.r x Streetscape Bo��n Y ( I R E 'i�CGE R E'L�Ctg' E G.D Li c r r C A v ��AN F Ir ANE FTf TAhdE r.. AF = I AN Fi "��NE FIRE r- NE ( E IR t7�1�� w 7 ; `uuP1C F' 8 a. d CIS sI7S „LINE _ - � TEMPORARY i P � -- a! u m.. �--' i G / 3Nb 3413 - piG INV -1 X2313 3Nd� 32313 3Nb"I 32113. 3Nb !_.t^i(_ _hyE� •,... 3' 3Ndl 3813 3Nb 132113 3NVI -38 U 13 3!vb'l X2313 3Ntf3, 32313 3Nb 32313 132313 �NV� 32313 , 3Nb3 32113 3Nb 3 ! l I - LE LE / LE i i I i i ! LE L I - -- gas _ _ - -. _ UT i' � -------_ ____ _._ tea _ as 6 E� _.€ - LANDSCAPE UT- W-- _. U 1 t - UT ...— JT— -Ul- !! E PLAN I' 0 20 40 60 Scale: 1 "=20'-0" Texas Lan' dsca e p -�77 N \ Q� T N. �� ,j \Off + 4 \ +�+ `` \ \ \ q \ \� F\� I, /LL/+ LAN �F� � ;, 4 \r� �P F LO it K _ \ K XNAl >> f K 10 LO ry_ ` \ 7.5' P.U.E. K \ � + /i J N C;TI O N I- (VOL. 9515, r + r , / ` Q �' 6 SP w c c \�/__~ G 150 )iO \ e \ Cb \+ ,�. S V R SER .� P € O j� EX. HYD V) CCS (rn tiK -J -x.--x-x- ix VVTE\m CD rCD PLANT SYMBOL KEY CO L \\ roti ti' m3-1O 2'x 12, G .... I- _ zDUMPSTER a° G IX-X-X-X-X-lx4............. ........._.._ xr::::::::::......:::....x x-x-x-rx x -x -x- ._....... _ .... ..\PADS. �\Q_Q QC \�\\ -\ � . r 1 x I i fit, _ » \ �. - - (' 1 I 6 ___ ____--�, �a, _ , � Issued: _ Lo 11 i m , �!� Ln 'i SAN. SEINED\ 0 _ Q z r m W 4- O PRIVAT \\ October 16, 2013 m _:...... _. - Li I Revisions: \ ¢'. LE L y T -BLD G I: ' LO A �s I F7�:m - J�.r 10-24 14 plan changes - KF), GENERAL NOTES LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH, AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF %2" BELOW ADJACENT PAVEMENT. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION OR BETTER. LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES. LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES: THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR UTILITIES. HAND DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, OPEN HOLES, ETC.) ON A DAILY BASIS. UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. LANDSCAPE NOTES- 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE) OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON THIS PLAN USE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. - IRRIGATION NOTES AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHALL BE INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. IRRIGATION SYSTEM TO BE PROTECTED WITH A DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY OF COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. TOP OF ROOTBALL TO SIT— SLIGHTLY ABOVE FINISHED GRADE, PLACE ROOTBALL ON SUBGRADE 3 HT. WATER RETENTION — BASIN 2" LAYER OF HARDWOOD BARK MULCH 1" LAYER OF COMPOST - BACKFILL WITH NATIVE SOIL, - SUBSTITUTING WITH TOPSOIL IF NEEDED. 1. TREE P o / 0 0 00 , d o L Texas Landscape SECURE TREE TO STAKES WITH a',�e 1 ide ' Creatio n s HOSE AND WIRE AT LOWEST ` g CROTCH OF LOWEST BRANCH ®� + rI • • � � � ;ten �� ��� � '� � EM i iiA,i ti LANTING DETAIL* � m at SPACING PER PLAN 4 fl:: 0 TILL EXISTING SOIL TO A DEPTH OF 6", AND , I ADD A 4" DEPTH LAYER OF PLANTING BED � Q , _ MIX. PLANTING BED MIX TO BE A 1:1 COMBINATION OF FULLY COMPOSTED n ORGANIC. MATTER WITH TOPSOIL. 0 0 ARVEY HELL PA RK WAY (F 2818) TOP OF ROOTBALL TO BE HarveMi�j�aI' [Jar W 4 SLIGHTLY HIGHER THAN ' oa' FINISHED GRADE 'mo PLANTING V � D DIL (396'/25) = 16 CANOPY. STREET TREE: REQUIRED � k DETAA ' HOLLEMAN ROAD ST REETSCAPE SLOT TO SCALE �� j • EX. GATE VALVE8 I.� I' E: (113750) X 300 PTS = 678 PTS (1131/32) = 4 CANOPY STREET TREES REQUIRED POINTS PER PROJECT_ AREA. 4.08 acres = 177,724:8 SQ F T- 017 _, ! � ' 177,724.8 11000 = 177.72 178 x 30 = 5,340 PTS - , TOTAL POINTS = 8394 PTS 10% POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT (-839 PTS) _ 1 g_..SS — - 18 -SS `O; TOTAL POINTS REQUIRED: 7,555 TOTAL POINTS PROVIDED: 7,83 9 O F� 3-12'x POi ERTLINE/ FENCE LINE i J i � DUMPS' M ' S � -X•-.-x-XV.X_X-MMUADE PLANT SYMBOL KEY AND LANDSCAPE POINT DISTRIBUTIONi x i x x x x i x Z -----------__.__.– OLE , ,_.�- J F��� SYMBOL SIZE COMMON NAME QTY POINTS TOTAL O BOTANICAL NAME EACH POINTS n/ �! - CANOPY TREES J 12, _,-� n♦ 22 w LE '— _� 2.1"-3.4".cal. LACE BARK ELM 16 150 2400 I LE ; 30 gal. container min. ULMUS PARVIFOLIA —q (� M UNIT S B L D G i .. ....._... _ .....w HARVEY MITCHELL Co .O -� -� PARKWAY (FM 2818) �......_.._.:.._............ _ I C :j..: 1 fes .............._ STREET TREE . V ..E.4 5 9 5 5 �o (D 0000 ry goon 2.1"-3.4" cal. LIVE OAK 4 150 600 { 30 gal. container min. QUERCUS VIRGINIANA O j LE Q HOLLEMAN DRIVE j Z STREET TREE COO I_ CIO W V s C5 "-, 2-j 2�v�'v&s cs j2-"Pvc _ - NE V i O LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE F TIT_ t ' LE 8 -WL- dil ti = _— — „- 2.1 3.4„ cal. LACE BARK ELM 10 150 1500 `■� < 30 gal. container min. ULMUS PARVIFOLIA to moo” IF Ndl 3WJ liJtf 1 3211J 3Nb`I :'Id1J.3NV1 3N Nb 1 -DN l t Issued: ! 2.1"-3.4" ca 1 5 �Zb>.� 3 gal. container US GINIANA bet' 16, 2 LOI LIVE OAK 1 150 16 0 LE � 0 a � min QUERCUS VIR October 013 4 _ L Revisions: "INE ! • rw ,, SHRUBS .......:.._ L.... - __ comments ----- ... __ ' c w Q per CS ;::r::.__.::=......................._ , :: W _..... _... _.-.:- _ -_ _�.. _...::: _ ........ ... __ ... 0 10 5 GAL SEA GREEN JUNIPER 138 1380 elan Cha q � 3'spacing JUNIPERUS CHINENSISE. i� 'SEA GREEN' _ ........_._ ...... . 3 GAL INDIAN HAWTHORN 337 3'spacing RHAPHIOLEPIS INDICA DEC 204 03 GAL KNOCK OUT ROSE 55 COLLtor_ irsQ ION i LANDSCAPE PLAN ROSA'RADRAZZ' DEVELOPMENTS ECES P 0 20 40 60L TOTAL PROVIDED: 7,830 PLAN Scale: 1 "-20'-0" LAWN All areas not planting bed or pavement and all disturbed areas on adjacet property to be solid sod bermuda grass pyV t�k 3 -2 LU 7;j &LUCK 7, LAKERIDGE SUBDIVISION 4 PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 981R Y= -Arr"XAj,11 -gi V" I e) .011,9936.1-9, Bev= z,) Phase IA CALCULATIONS PERIPHERAL PARKING SPACES: INTERIOR PARKING SPACES: 9 units (5x4.b + 24, b 2x1 b U bed.roo Type .3: & 4 Bdrm: 48 bdrm. :8 �units (4x4b + 2x2b 2x:1 b) 0 �bedrooms required parki,ng� 48 p.s. 7A units :(5x4b + 2x3b) .26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 7C units (7x4b). .0 bedrooms required parking: 0 p.g. 6 units (4x4b + 2x3b) 22 bedrooms: Required Parking Phase 1A, 48 13 uni s 48 bedrooms Paeking Provided Phase IA- 150 Cumulative Required Parking.: 48 ps. Cumulative Parking Provided: .150 P.S. Phase 1 B, 0 - 9 units (5x4b + 2x2b + 2x.1 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 - :8 units (4x4b + .2x2b :+ 2xl.b) 0 bedrooms required parking: D.s. 2 - 7A Units (5:x4b� + 20b) .= 52 bedrooms .52 Type 1 & 2 Bdrm: 0 bdrm - 7C :units (7x4) = 0 bedrooms required parking: __0 --p.s. 0 - 6 units (4x4b + 2x3b) 0 bedrooms Required. Parking �hasq 18: 52 14- units 52 bedrooms Parking Provided Phase .18: 0 Cumulative Required Parking: 100 12.s. Cumulative Parking Provided: 150 p�s. Phase 1 Q 0 - 9' units (50b + 2x2b + 2x1b) 0 bedrooms Type. 3� 4 Bdrm: 44 bdrm 1 - 8 units (4x4b + 2x2.b + 2.xl.b) 22 bedrooms roquired parking- 44 p.s. 0 7A units (5x4b: + 2x3b, 0 bedrooms Type 1 & 2 Bdrm: 6 bdrrn 7C Units (7x4b). =, 28 bedrooms required parking: 9 0 6 wiits (4x4b + 2x3b) 0 bedrooms Required Parking Phase 1 C: 53 15 units 50 bedrooms Parking Provided Phase 1 C: 59 Cumulative Required Parking: 153 la.s. Cumulative Parking Provided: 209 D.s. 1 - 9 units (5x4b + 2x2b + 2x1 b) =;.26 bedrooms Type. 3 & 4 Bdrm: 92 bdr.m 1 - 8 units' (4x4b .+ 2x2b + 2x1 b) := :22 bedrooms required parking: 92 P.s. 0 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 12 bdmn 0:- 71C u nits (7x4.b) = 0 bedr ooms required parking: 18 p.s. 2 - 7D units (7x4b) = 56 bedroo oms Required Parking Phase I 2A: 110 a 0 - .6 :units (4x4b + 2x3b) .0 bedrooms Parking Provided Phase 2A: , 73 12.s. Cumulative Required Parking- 263 31 :units 104 bedrooms p.s. Cumulative Parkin g �Provided: 282 12.3. 1 - 12D units .(5x4b 2x3b 5xl b) 31 bedrooms Type 3 4 Bdrm::58 bdrm �1 - 10A units (2x4b + 4x2b + 4x1b) 20 bedrooms required parking: 58--p.s. 0 .9A units (5x4b + 2x2b + 2x1b) .0 bedrooms Type .1 :& 2 Bd,rm: 35 bdrm 1 - 9B units (2x4b + 5x2b + 2x1b) = bedrooms required parking: 52 p.s. I - 8 units (4x4b + .20 2x2b + .2x1b) = 2 bedrooms Requireid Parking Phase 2B: 110 0 - 7A units..(5x4b 0 �2. 2x3b) = 0 bedrooms Parking Provided. Phase 2B: * 112 Cumulative Required Parking: 3 I - 7C units (7x4b) :0 bedrooms Cum u 12.S. lative Parking Provided: �394 12.s. 0 7D units (7x4b) 0 bedrooms 0 6 units (4x4b + 2x3b) 0 bedrooms 39 units 93 bedrooms Phase 1 C-R 12D units (5x4b + 2x3b. + 5x1b) = 0 bedrooms Type 4c 4 Bdrm: 0 bdrm .0 10A units (2x4b + 4x2b + 4x1b) = 0 bedrooms . .3 required parking: 0 p.s. 0 9A units (U4b + .2x2b + 2xlb) = Q bedro ms Type, 1 2 Bdrm: 0 bdrm 0 9B units (2x4b + 5x2b + .2x.1 b = 0 bedrooms required Parkin g: __Q P.S. 0 8 units �(4x4b + .) 2x2b + 2x1b) = 0 bedrooms Required Parking Phase. 1C: 11 . 0 7A units (5x4b .+ 0 - 7C units. (7x4b) = 2x3b) := 0 bedrooms 0 Parking Pr ovided Phase 1 C 19 Cumulative Required Parking: 373 12.s. 0 - 7D units (7x4b) = bedrooms Q bedrooms Parking Provided: 413 Q'S' 0 - 6 units (4x4b + 2x3b) 0 bedrooms 0 units 0 bed Phase 3 1 4A, units (6x4b + 4x3b + 41 b) EIO bedrooms Type 3 & 4 Bdrm: 254 bdm 0 - 12D units (5x4b + 2x3b + 5x1b) = 0 bedrooms L required. parking: 254 p.s. 1 .12E units (4x4b .+ 4x3b + 4:x1b) = 32 bedroom I s I T ype*1 & 2 Bdrm: 24 bdrm :2 - 1 JA, units (3x4b+2x3b+2x2b+4xl b) 52 bedrooms required. parking: --3-6-p. s. - 10A units (2x4b 4 ms x2b + 4x1b) 0 bedroo., TXPe 2 Bdrm<1308f): 8 bdrm 0 - 10C units .(4x,4b 2x3b + 4X1b) 0 bedrooms required parking : 10 O.S. 0 - 9A -units. (5x4b + .2x2b 4 2x1b 0 bedrooms ed Parking Phase 3; 300 12.s. Parking Provided Phase, 3; 292 - 9B units (2x4b + -2 -9C/D units (3x4b + + 2x1b .0 bedrooms, 4x3b + 2x 1 b). 52 bedrooms 12.s. Cumulative Required Parking: 71 0 -8 U L nits (4x4b + :2x2b :Cumulative Parking Prov dpd: . + 2x1b) �O bedrooms I I \ \ t 0� t V1 I L lit N LEGEND "IN % H4RVEy MITCHELL PW. SOUTH CITY OF lCOLLEGE STATION, TRACT 1 VOL. 6762" PG . 'l% ;% COLLEGE STATION O.R.B.C. it CURRENT A CITY LIMITS t ZONING: GS re N VICINI T Y IVA P jj 1 x , 11 A\ I HRA ZONE 19 bRAZOS A&M, LLC LOT 2. BLOCK A COUNTY. IRRENT t HOLLEMAN VILLAGE ADDITION X5 CU TING: VOL. 3613, PG. 285 D.R.B.C. Black Dect.rati Iron Fence , CURRENT ZONING: R-4 7.*5' Side Setback 40t, 1 5 Front Se k 00 UA ,iexist. Rdnitary, `Serw6 Cli�, A t Pk % -fire it r X dra ott X !F PVC lExist. 18' P.U.E (plat) 5),. Exist... 15' 1. 3613, F 10 P.U.E (Vol 951 SkUrlt G. 150) Gat Li �o r % 1� New Row Line' reflects addtl 5' Meter" Retaining Wall FICS JONES Exist. 18" 1 ) - Waterline - 37i26 L.P. BUTTER % (NOT PLATTED A CURRENT ZONING - GS Exist. Fin Y lHydrant Detention 2_12'kf2j� Poi)d DUrnDsterAv Fire, A' Hy N Y :Stkirs Reto 8F units. (2x4b + Ox2b + 6x b) = 26 bedrooms t I X _\S 13CS JONES N �irs BUTTER W-26 L.P. 0 - 7A Units (5x4b + 2x3b) = :0 bed loms 0 - 7C units .(7x4b) 0 bedrooms N (NOT PLATTED) CURRENT .0 - 7D units (7x4b) 0 bedrooms 1 1 ZONING:, 0 - 7E units (7x4b) 0 bedrooms GS 0 edrooms 1 613 units (6x4b) 24 b -12 xI2 A 1 5C units 1", 20 bedrooms IMF t u I s ?i 286 bedrooms 1k 9 U3 Prop. F Hydra Q v Phase 4 X P 1 61B units �(Bx3b Ox2b + 8xl b) 64 bedrooms Type .3 4 Bdmr: 1 8� bdrm % er 2 - 16E units (4x4b + 4x3b + 8x1 b) 7z bedrooms required parking: :i 186 12.s. Meterg 0 - 12D units .(5x4b + 2x3b + .5x 1 b) & 2 Bdrm: 32 bdrm (TYP .0 bedrooms ype HRA ZONE A&Mj L .0 1 OA u n its (2 required parking: 48 D.s. D x4b + 4x2b + 4x 1 b) 0 bedrooms LOT 2, BLOCK A A < Er f, pence I ? - Xt t Type 2 Bdrrn<13.Osf), 0 bdrrri VILLAGE ADDITION required parking: ud, @_ tP 0 - 106 units (2x4b + 4x3b + 41 b) 0 bedroorns VOL. 3613, PG 285 D.R.B.C. 2N EC10111 - 9A �Linits (5x4b + 2x2b +. 2x1 b) 0 p.s CURRENT Z *NING: R-4 ms Required Parking Phase 4- 234 p.s. 0 bedroo 0 9B units (2x4b + 5x2b + 2x1b 0 units 4: 204 p.s. Exist. 15' P.U.E ) = :0 bedrooms Parking Provided Phase .0 ,9C .(3x4b + 4x3b + 2x1 :0 bedrooms Cumulative Required Parking: 907 12,s. (Plat) 'xl2'/ e4� .3-12'xl2'/ (Vol. 3613, PG .0 8 units (4x4b + 2x2b + 2xl b) 0 bedrooms Cumulative Par Ing Provided: 909 Dumpster 8F Units (2x4b. + .6x3b + Ox2b) 26 bedrooms Pad rp units (5x4b + 2x3b) := 0 bedrooms 7A .0 - - - - - - - - - --- - 15' Front r 0 - .7C units (7x4b) = 0 bedrooms is -ss Setback 0 - 7D units .(7x4b) = 0 bedrooms 2 7E nits (7x4b) = 56 bedrooms .0 - .7F Units (7x3b) = 0 bedrooms b - 6A . units (4x4b 2x3b) = 0 bedrooms 0 6B units (6x3b) 0 bedrooms :86 units 218 bedrooms 1% 5 C� %0 FIR P. - I I V DRIII U6 0 - BY j P. Flire Prop. Fii Flyu 17" "1 , - I irJ 1 1, 1 11 - 10 . MD > At 7 N\ Hi Of BUILDING:SQUARE FOOTAGE BY TYPE (3 & 2 'FLOORS) DOMESTIC WATER 0 A -- z 55'x5 -7.5''P U E�' (PER UNIT) Lr_ ` A ,-11FOP. Water D I i -.0o), "Meter (TYP) 16B UNIT BUILDING 4298 3 12894 SQ.FT. 16A UNIT BUILDING 4055 3 12165 SQ.FT. GPM (PEAK) 12.59 GPM (AVE) 16E UNIT BUILDING 4540 3 1.3620 SQ.FT. 14A UNIT BUILDING 6100 * 3 1.8300 SQ.FT. 001.00 GPM (MIN) lt 0 UE T 12D UNIT BUILDING = 4549 * 3 13647 SQ.FT. X AT IT T kn - T LOT 2, 13LOC 1 12E UNIT BUILDING = 4832 * 3 1.4496 SQ.FT. SEWERAGE FLOW SF BUSINI IL 15' P E 11A 17. UE UNIT BUILDING 4210 * 3 INVESTMENTS, -4 12630 SQ.FT. .1600 G.PD MAX. 69 g, 10A UNIT BUILDING 3 11 9 111/150) LAKERIDGE SUBDI N ,925 SQ.FT. CURRENT ZONING: k�f� Mu I OB, UNIT BUILDING 5102 2 10204 SQ.FT. P 0 GC tI, 10C UNIT BUILDING 4945 * 3 14835 SQ.FT. M t ENERAL COMMERCIAL) 0 '�A (G 9A UNIT BUILDING = 4346 * 3 1 ME 4 VIM 9B UNIT BUILDING = 3771 3038 SQ FT. 3 11313 SQ FT. j, 7f - 9D UNIT BUILDING 4olo 3 12030 SQ.FT. f '_ t �p C 'F JANII ::Pm ---------------- UNIT BUILDING 4188 3 = 12564 SQ.FT. ; h, I I P "'M I F-1-1 IL '011�0 'RE .8 UNIT BUILDING 3729 * 3 = 11187 SQ FT 12'x`12'_'�r �2�-12�121 Hydrant -rop..rjre 19 I . 11 1:Z1 . 0 1 4 -bfft7 2�12 -D ter .8F UNIT BUILDING 4780 * 2 = 15' P-U.E U MIS 9560 SQ.FT. D mp t x 12' �; /M LIN I I OUILUING = 4346 * 3 1.3038 SO FT. e, r�NE FIRE LA L 7D UNIT BUILDING = 4346 # 3 1 Ut ,3038 SQ.FT. --nc- ' I - I I 7E UNIT BUILDING = �501 1 * 2 10022 SQ FT. lk-i - 4 41- 7 7 7C UNIT BUILDING 4346 13Q38 SQ.FT. --------- -- ;;�7 - - - - - - - - - - - F, � V j � , 71- -17 1 T_ U, _T7 7F UNIT BUILDING = �3914 # 2 7828 SQ*FT. UWW10 I �w AA HKIIT 01111 r%lKln Pro . Fire Hydrant ...... ......... 11187 SQ.FT. I _.- I I 1 15' P.U.E. --------------- ------ UT_ UNIT BUILDING = 3357 2 = 6714 SQ.FT. ------- J, --------- ------ UT /150) _UT ----------- ---------- -------- ------------- 6G UNIT BUILDING = 3580 3 = 10740 SQ FT. ------ 0 a 2 .5A UNIT BUILDING = 3042 3 = 9126 SQ.FT. --------- REV �D W, VN, Pt - COMP 1ANCE-- R.O.W. VARIES ------ L 2 0 2015 5C UNIT BUILDING :2983 3 8950 SO.FT _IW_VE_Y_ - MUM HJEL�_ PARKWAY_ (.FM-, 28T8), - ------- --------------- ------- ------- ;;a XL I I 2D -15- z: 6L EGE ��T T, I COLLEGE STATIO DEV LO MENT E ENGINEERIN PLAT FILED: _A INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: INTERIOR PARKING SPACES: 144 P.S. 765 P.S. EXTRA INTERIOR LANDSCAPE AREA �765 P -S./15 P.S.=51 51 *(180 REQUIRED: SQFT) 9,180 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 2j TOTAL EXTRA INTERIOR END IS _OD LAND PROVIDED: 16,190 SOYT, I I \ \ t 0� t V1 I L lit N LEGEND "IN % H4RVEy MITCHELL PW. SOUTH CITY OF lCOLLEGE STATION, TRACT 1 VOL. 6762" PG . 'l% ;% COLLEGE STATION O.R.B.C. it CURRENT A CITY LIMITS t ZONING: GS re N VICINI T Y IVA P jj 1 x , 11 A\ I HRA ZONE 19 bRAZOS A&M, LLC LOT 2. BLOCK A COUNTY. IRRENT t HOLLEMAN VILLAGE ADDITION X5 CU TING: VOL. 3613, PG. 285 D.R.B.C. Black Dect.rati Iron Fence , CURRENT ZONING: R-4 7.*5' Side Setback 40t, 1 5 Front Se k 00 UA ,iexist. Rdnitary, `Serw6 Cli�, A t Pk % -fire it r X dra ott X !F PVC lExist. 18' P.U.E (plat) 5),. Exist... 15' 1. 3613, F 10 P.U.E (Vol 951 SkUrlt G. 150) Gat Li �o r % 1� New Row Line' reflects addtl 5' Meter" Retaining Wall FICS JONES Exist. 18" 1 ) - Waterline - 37i26 L.P. BUTTER % (NOT PLATTED A CURRENT ZONING - GS Exist. Fin Y lHydrant Detention 2_12'kf2j� Poi)d DUrnDsterAv Fire, A' Hy N Y :Stkirs Reto 8F units. (2x4b + Ox2b + 6x b) = 26 bedrooms t I X _\S 13CS JONES N �irs BUTTER W-26 L.P. 0 - 7A Units (5x4b + 2x3b) = :0 bed loms 0 - 7C units .(7x4b) 0 bedrooms N (NOT PLATTED) CURRENT .0 - 7D units (7x4b) 0 bedrooms 1 1 ZONING:, 0 - 7E units (7x4b) 0 bedrooms GS 0 edrooms 1 613 units (6x4b) 24 b -12 xI2 A 1 5C units 1", 20 bedrooms IMF t u I s ?i 286 bedrooms 1k 9 U3 Prop. F Hydra Q v Phase 4 X P 1 61B units �(Bx3b Ox2b + 8xl b) 64 bedrooms Type .3 4 Bdmr: 1 8� bdrm % er 2 - 16E units (4x4b + 4x3b + 8x1 b) 7z bedrooms required parking: :i 186 12.s. Meterg 0 - 12D units .(5x4b + 2x3b + .5x 1 b) & 2 Bdrm: 32 bdrm (TYP .0 bedrooms ype HRA ZONE A&Mj L .0 1 OA u n its (2 required parking: 48 D.s. D x4b + 4x2b + 4x 1 b) 0 bedrooms LOT 2, BLOCK A A < Er f, pence I ? - Xt t Type 2 Bdrrn<13.Osf), 0 bdrrri VILLAGE ADDITION required parking: ud, @_ tP 0 - 106 units (2x4b + 4x3b + 41 b) 0 bedroorns VOL. 3613, PG 285 D.R.B.C. 2N EC10111 - 9A �Linits (5x4b + 2x2b +. 2x1 b) 0 p.s CURRENT Z *NING: R-4 ms Required Parking Phase 4- 234 p.s. 0 bedroo 0 9B units (2x4b + 5x2b + 2x1b 0 units 4: 204 p.s. Exist. 15' P.U.E ) = :0 bedrooms Parking Provided Phase .0 ,9C .(3x4b + 4x3b + 2x1 :0 bedrooms Cumulative Required Parking: 907 12,s. (Plat) 'xl2'/ e4� .3-12'xl2'/ (Vol. 3613, PG .0 8 units (4x4b + 2x2b + 2xl b) 0 bedrooms Cumulative Par Ing Provided: 909 Dumpster 8F Units (2x4b. + .6x3b + Ox2b) 26 bedrooms Pad rp units (5x4b + 2x3b) := 0 bedrooms 7A .0 - - - - - - - - - --- - 15' Front r 0 - .7C units (7x4b) = 0 bedrooms is -ss Setback 0 - 7D units .(7x4b) = 0 bedrooms 2 7E nits (7x4b) = 56 bedrooms .0 - .7F Units (7x3b) = 0 bedrooms b - 6A . units (4x4b 2x3b) = 0 bedrooms 0 6B units (6x3b) 0 bedrooms :86 units 218 bedrooms 1% 5 C� %0 FIR P. - I I V DRIII U6 0 - BY j P. Flire Prop. Fii Flyu 17" "1 , - I irJ 1 1, 1 11 - 10 . MD > At 7 N\ Hi Of BUILDING:SQUARE FOOTAGE BY TYPE (3 & 2 'FLOORS) DOMESTIC WATER 0 A -- z 55'x5 -7.5''P U E�' (PER UNIT) Lr_ ` A ,-11FOP. Water D I i -.0o), "Meter (TYP) 16B UNIT BUILDING 4298 3 12894 SQ.FT. 16A UNIT BUILDING 4055 3 12165 SQ.FT. GPM (PEAK) 12.59 GPM (AVE) 16E UNIT BUILDING 4540 3 1.3620 SQ.FT. 14A UNIT BUILDING 6100 * 3 1.8300 SQ.FT. 001.00 GPM (MIN) lt 0 UE T 12D UNIT BUILDING = 4549 * 3 13647 SQ.FT. X AT IT T kn - T LOT 2, 13LOC 1 12E UNIT BUILDING = 4832 * 3 1.4496 SQ.FT. SEWERAGE FLOW SF BUSINI IL 15' P E 11A 17. UE UNIT BUILDING 4210 * 3 INVESTMENTS, -4 12630 SQ.FT. .1600 G.PD MAX. 69 g, 10A UNIT BUILDING 3 11 9 111/150) LAKERIDGE SUBDI N ,925 SQ.FT. CURRENT ZONING: k�f� Mu I OB, UNIT BUILDING 5102 2 10204 SQ.FT. P 0 GC tI, 10C UNIT BUILDING 4945 * 3 14835 SQ.FT. M t ENERAL COMMERCIAL) 0 '�A (G 9A UNIT BUILDING = 4346 * 3 1 ME 4 VIM 9B UNIT BUILDING = 3771 3038 SQ FT. 3 11313 SQ FT. j, 7f - 9D UNIT BUILDING 4olo 3 12030 SQ.FT. f '_ t �p C 'F JANII ::Pm ---------------- UNIT BUILDING 4188 3 = 12564 SQ.FT. ; h, I I P "'M I F-1-1 IL '011�0 'RE .8 UNIT BUILDING 3729 * 3 = 11187 SQ FT 12'x`12'_'�r �2�-12�121 Hydrant -rop..rjre 19 I . 11 1:Z1 . 0 1 4 -bfft7 2�12 -D ter .8F UNIT BUILDING 4780 * 2 = 15' P-U.E U MIS 9560 SQ.FT. D mp t x 12' �; /M LIN I I OUILUING = 4346 * 3 1.3038 SO FT. e, r�NE FIRE LA L 7D UNIT BUILDING = 4346 # 3 1 Ut ,3038 SQ.FT. --nc- ' I - I I 7E UNIT BUILDING = �501 1 * 2 10022 SQ FT. lk-i - 4 41- 7 7 7C UNIT BUILDING 4346 13Q38 SQ.FT. --------- -- ;;�7 - - - - - - - - - - - F, � V j � , 71- -17 1 T_ U, _T7 7F UNIT BUILDING = �3914 # 2 7828 SQ*FT. UWW10 I �w AA HKIIT 01111 r%lKln Pro . Fire Hydrant ...... ......... 11187 SQ.FT. I _.- I I 1 15' P.U.E. --------------- ------ UT_ UNIT BUILDING = 3357 2 = 6714 SQ.FT. ------- J, --------- ------ UT /150) _UT ----------- ---------- -------- ------------- 6G UNIT BUILDING = 3580 3 = 10740 SQ FT. ------ 0 a 2 .5A UNIT BUILDING = 3042 3 = 9126 SQ.FT. --------- REV �D W, VN, Pt - COMP 1ANCE-- R.O.W. VARIES ------ L 2 0 2015 5C UNIT BUILDING :2983 3 8950 SO.FT _IW_VE_Y_ - MUM HJEL�_ PARKWAY_ (.FM-, 28T8), - ------- --------------- ------- ------- ;;a XL I I 2D -15- z: 6L EGE ��T T, I COLLEGE STATIO DEV LO MENT E ENGINEERIN PLAT FILED: _A I , I I . I . . � � I � . I I I . I I � . . . . . I I I . I �: � I - � . I . . � I . I I � I � I I I � � . . � . � � I . I . I I � . . I I � � I I . I � I � I �. I � I . . � I � I I � I � I . I I . . I I I I I . . I I I i � I I � � I I � � I I PROJECT BENCHMARK: .SQUARE CUT ON TOP OF CURB ON SOUTH . . I I � I . � . I I I I I � * � I I . . I * . i I � I SIDE OF HOLLEMAN DRIVE APPROX. . 200' N I ORTH OF INTERSECTION .11 . I SITE PLAN NOTES. 1. I � � I ,� .� I . I I , . . I I � I I � I � . � I � I � I � I . . WITH FM 2818. X= 3553461;31, Y= 10199936.1.9, . Elev= 322.23 1 1 1. Name of Proj§ct: Lakeridge Townhomes Phase 3 1 . PHASE 3 (ONLY) � � KG . I I / / . . � . I � I — . . � . ... �� I .. .11 I .. . .. . I - � I I . . I I ,X I . I I . � I I 11 I . � I . I I I . � I I I /, I' W, I.> � /_ I � I . � � � I . I � � . I 1. 2. Address: ' 1108 Jones Butler, Road, College Station, Tx Total Type 3 & 4 Bedrooms = 254 . � Per LIDO - Multifamily Dwelling: . , // /_ GENERAL CONSTRUCTION NOTES: 1. I � I I I � � I � . / I - I . I I I . �3. Owner: Laker I � I I I - �. .. I I . . . � I I I � . ... id.ge Li I Required Parking = 254 * (1.00) =254 ,3. & 4 Bedroom Units = 1.00 space/Bedroom I � I � � EX. 6" / - I I I // I -,�` : I I I � I I .1 . � I � . I I I 11 . ,ying L.Pi . . I . . � '/ * � I 11 I / 1. It shall be � I I � _-E__2*" �, I F 6" r I I I � . I A Texas Limited Partnership � I I I I SAN. SEWER / -) \ --- --- Nil, I � I " t ,the responsibility of the Contractor to verify the .exact location of ALL . I I . I Total Type 2 Brms (<130 s.f.) = 8 2 Bedroom Units (BR<130 sf)= 1.25 space � . . � . 11 , / � � - I . I P.O. Box 10028 . � � I . . I I � / I / "o / existing underground utilities. Furthermore, the Contractor shall cont ct all utillit I � I I � . (nnin) - � I . I I 11 � I .. � I � � Required Parking = 8 * (1.25) = I 0 � I 1 n 1.50 Space/Bedro /Bedroom . ,� � � . . (PRIVATE) / / 11 //, ,� e , N, I , ill / . I i I � a � ly � I I I � . 1 . . .College Station 77842 , � I �. . I am . � , \1 11 // 'I , I � . I . I I I 1. . Total Type 1 & 2 Bedrooms = 24 , I / "I I company representat m .murn of 48 hours in advance of (in excavation. � . I I �, I . I I � I .. � I 1 (979) 739-9944 � ,.W P.U.E. I // � . / , . I 1. � ives a I in! I . �y . I . . . ,\ I i - . 11��-�,:,,,�, � . . 11 . I I � - I 11 / . �\ / I � i I I . . . � 1 , """,, - I I I Required Parking = 24 * (1.50) =36 . ,Handicap Parking per Table 2 Section 4.1.2 of TAS: � (VOL 9515, / , I /N. / I , NN i . . � � � ,- ; 0) 1 :4. Engineer:. Mitchell .& Morgan, L. L. P. I � . / I / . �,��, I 1�111111111,� I'll, . . .1 I � ' � I I / I . _ .1 - I � I - . ->6 Accessible Spaces Required I / "I / . , A, � / � a. -p -800-344-8377 . . � , I � _ r #4 Bars @ 15" O.C.E.W.. . I REQUIRED PARKING SPACES = 300 Spaces � 151 - 200 Parking spaces PG 150) � N, , C Intact Dig Tess 0 1 1 - :, _ , ��' I I : � . I I . � 51 1 University Drive .East, Suite 204 � I � I / I // I N.? I � I - I .1 I I . . . . , , ,� I � I . I I ;�_ , - 1�".i�� I I � College Station, Texa PARKING PROVIDED PHASE 3 = 292 Spaces 200 - 300 Parking spaces, ->7 Accessible Spaces Required I I I " , 6 A ( b. Contact Kimberly Winn @ .ATMOS 774-2506 � . I I . 1, 1, I - � I I I If ., 1 I I.. , 1. I I I I , " , - , Z _� I - , ��,.�� - , ; � I I I �, RETAINING WALL I,/ oe . F I I I � : , ", , " � I I . � �, , I � �11'1. _.- ; 12:,_ ,� . 4,��,,'� �,,��,�, e, , - 400 Parking spaces ->8 Accessible Spaces, Required I , . I K � _: "I , � I I , I - . , �. � I . .301 H1 � , I - I - . I � � . �,� -1 , I I . 11, � � 1�,f I - -6963 � . " Fe,*,._ � . I - I � I ,�. , -1 �� , .1 6. , , Q60'. - , (979) 26Q . . I � � ./ I c; I I . I I . I :" � i � ; 1, �. '_':,�� �_ I � -, ''.., 1. .,P�ll ,,.,�OorlIclrit �;��`��,,�:��.v"',,"i I I I I I . . I , (23" MAX HEIGHT) " Contact Mike Lavender @ Suddenlink 846-2229 . I I I I., ". I '�`�,�:, I , 11 Z � �_� , � �, - I ,,I i � I I _ I I 11�1�1,��,�', 11;�_::, �"_,�:�� _,�� _,� ,�el,�z�,�",i`�,_� ��.,"'�", '' I , " 5. Zoning- I I . � I I . I 1 401 - 500 Parking spaces .->9 Accessible Spaces .Required / I / - .- . . I I d,. Contact Isabel Cantu 0 T.979.r 11 , " - I - , �_, , - -4 (Multifamily) I - _ e::�!,_/ �_ ,:""� ___, ,. - �� I 1, � �,", �. I . R I I . I I . :;", - ,_ 1:, - _�_ � � � ; , '_ '' , I �, ->2% of Total Parking Spa . . � ;01 �, - ; � :�,, , ::: ,�, , . .1 I , I ", � I � ,_� ��;_, 501 -1000 Parkin .BTU 821-577G � I , , �,, � 11 � �: I - , ;: :, � - I I I / I Z . I . I I.: � 'j, I I _ - - I , ,�, '_� 1� 11�� �,�,. � 11 : -1, � ,� .1 I— � " :�,,�,,Z�. 6. Existing � Use: Undeveloped -Vacant I I � . s ces I � I , EX. 4" SAN. I 4A i . 1� I I I . // I ____ I � . I 1. � . . I I � �� . . ),5' P.U,E1 t. \ 'fl � e. tact Mitchell Gas @ 779-4460 . I r . / "X// \�\// X� XX / , I I , 11 I <y. Con i � F.979—e . � I / , , , � SEWER \/ I I .. I , ,�.. , \ X\ Proposed.Use: Multifamily I I ; I I I ., � XX�X X�/\ , , , ,\ , ,/ . �/ I , � I 11 I . � I \ ,� .. ,� �: .11 . I (VOL 3613, 1 / , .. �\ � � I I I I 1)" SERVICES , A " 'N I f. Contact Union Pacific Resources @ 778-8525 � I I ,��\)/ \6W �ume stabilized Sub.grade 7. Setbacks: Per City of College Station Ordinances � PHASE 1 A. 1 B. _tC. 1 D. 2A, 213 & 3 PHASE 3 (ONW . NNN PQ 285) / 11 "I 11, � __\ (_ � N , , , . � I I r_ (:�� . I I I . . I I . � - � , I . I � . , 11\ I Total Type 3 1 PARKING SPACES. es / TX. FIRM . I / 1�\ � /. ,A//,:�//\�//\\�//,<//,-\//:,<//</,/<//� 8. Overall Site Area- 16.40 acres � & 4 Bedrooms = 548 \ . ./ 11 - g. Contact Richard Wallace 0 Verizon 821-4752 . I I � . . . I I I � I . ' - I '\ . I I � I I � . , � . . I 1 3 .Area: 4.98 Acres I I I � . Required Parking = 548* �(1.00) = 548 ACCESSIBLE SPACES REQUIRED: 292- III 2%= 5.94 � � I � \ .I / / -e- g� 1, / � �� I lvz�,) I I , I N, "I"Pe i I � � I � I I � \ 11 . , 'N . I( h. Contact G,Ilbert Martinez 0 CSU (ELectrcal) 764-6255 - � 1. � 1 1 .9. Water Demands (P r Unit) t - . . Total Type 2 Brms (<130 s.f.) = 8 . ACCESSIBLE SPACES PROVIDED : 4 H.C. SPACES Lq,THIS PH iE I I // / " I I 1,4. N, N, I I I � I I rAW I -'> .e, i. Contact BItch Willis @ CSU (Water/Wastewater) 764-3660 � I -STANDA On CRETE PA"ENT DETAL Avg..= 12.59 gpm, Peak= 50.37 gpm I I .Required Parking = 8 * (1.25) =10 . � � 7 1, I � � � I � . . . I I . I I I , Y\ / f, I i I 10. Sanitary Demands: 1600 GPD Max., Min.= 0 GPD, Total Type 1 &2 Bedrooms = 77 . I., I 1 . : , I I I I NTS I I I I I I . I Required Parking = 77 * (1.50) =116 PHASE 1A. . � � I 11 / / I / .1 � 2. All construction shall be in accordance with the current City of College Station COLLEGE STA I . � . 1111161 1 1 1 1 Avg. = 400 GPD (Per Unit) � � - 1 B. 1 C. 1 D. 2A. 213 & 73 \ / I I I I/ — \1 I I - � . I . . � I REQUIRED PARKING SPACES = 674 Spaces CUMULATIVE PARKING SPACES: 705 ,es ' / N', // 0 0, � X/ . I I . � .. I I ,� I . I . � 11. Overall Height of Buildings: 40' to top Ridge / \ , ('�', (C.S.) Standard Specification I s for Street Construction, B/C.S Unified Technical � � . , . I I � � 1P . . � I . I 1 1.2. Because the dumpster screens. are located within utility I PRONADED PARKING SPACES = 705 Spaces � I CUMULATIVE ACCESSIBLE SPACES REQUIRED: �05 * 21%= 14.10 ,Z, I /I I RETAINING WALL I , PLAN & DESIG I 1 ..,,3".- ".. . ,. . I I I I � . I I . . � I . I � . 14 H.C. -SPACES REQUIRED (CUMULATIVE) � I I 'NN / I, % ,Specifications, Water and Se er and Generals, 2012, and BCS ,Unified .Design Details. CIVIL ENGINEEF I � I I . � . easements, the property owner will .be! responsible for the / 11, l (23" MAX HEIGHT) ' ' ,, X w I - I I � I . , � . . . � � . . ""� � I . � � WER / ,Nei' , I I � EX. 6" I/ 5P � �- � replacement of the screens if it becomes necessary to rem � 1 16 H.C. SPACES PROVIDED (Includes 4 Van \\ SAN. SE All inspection shall be performed by the staff of the City Engineer of C.S. All I I I I ". I ,�� ,�y � . . . . I ove _�� I ;� 11 I � I . I I I . HYDROLOGY *Ll I I I ,"� '1� - I � I � . \\ (PRIVATE) , N:, IeNl, I construction shall be coordi ated with SITE PLANS , � "� ,,, � � ' I I � them for utility construction ,and r maintenance. � . I I I / � ,the City of C.S. City Engineer. . ,:%, "'; . � . � I I I I � I 3t ,�, "I ,'7��)�,�, . I I . I /0 . . NZ , X, IiI I I I ��; vlllll I I � .. � � �\ i I X, \ � ,;, �:,; I I � � I - PH 3 = 99 UNITS . . I � I � \\ .1 1. � . .1 1. I I � 1 J3. Project Information. . I I � , 7 / 1::.'�o�� .,�, , - I 11 �, � . . " 3. In lieu of using the construction materials indicated in these plans, the I � . - I I., , . . � . � . ". EX. 4" . I I www.mitchell( . . . I I'll I , i �;, , ,;,W V,5 �� . , . I � , :1 - i - I :, 15.1 . I . .� � I - � I . . I - I - I � . . I � - N. . .. � N . writte n approval from the City Engineer for an titution . I . 7 �Ie I I 011" ;I �; I __ I . I -npster Requirements- Phases 1, 2 </26' ':' �_, .,�,� . ,� - I _� I 1 14. Dur I & 3 =21 1 D.U. I . . I , , " , 11 I . Contractor shall obtain ,� ,,�,� �: - I ,e � � , I I I I ' . � , I �� ,�� 411010` ,� 1, I 1, 41 SE I I -11, ,�, , � , I I I . . 211 D.U./16 I .�:, ,� � :. �� � , � I I y subs _11�, ,:�� ,,��, I � � , � . I . I (Dumpster/D.U.)=13.18 � � BUILDING � I � -, I � , , e I '/ l� I I . 11 � - ,� 1: '' I . I �. I TYPE . 1. , " " I , kL *11 I I E, I : � STORY# . EAVE HEIGHT , - I , � I �C��;�, � � , ''. ,. I � I I SQ� FOOTAGE X, � " / SE ICES � prior to Construction. Requests for changes should include product in 1. ", , �, ",'�.��, I I I I " __ - ,,,�. - :,, ,� . 1.3 Dumpster ,Required & 13 Dumpster Provided. I / � � :1 I I , �, �, I` I .1 I I formation and an . � ,! - 12" 1 el_ , I . , , � . . , I I . I - � . . .. � - I I � I � I I � I . N ;,/', , , ,� \ I I .1 . . �, I 11, "_,,�,,�,� I ... ... . . I I I 1'� .n ;� ,--... 1! I :� I - _ �, . . . � I I lozz � '' � . 0, ?59 : , , :Ie:�'11 . ..... I ,,',�::�,:��, , , � . . I/ '' . , 7 � " , , . -, , " __� � I I � -, I , , here applicable. The contractor shall be fin I ��,',,:�.,,�,',,,_ -11 � ", . I I I I DING 3 STORY 28' 1 0" 4210 * 3 = 12630 SQ.FT. � / - � , I I 1, J,;� I 1k . ,engineers .seal w -1 � I I � � . . I I � ancially responsible f r , , ", " ', ", ; �,41�: "', . ,,_ - . �,� ,�, . I I � I .1 , -7. . . � 0 �, . � ,�,,�, , I - ,�,,,, � , , 11 , , / .the , , - _ ,� �,:� . ' �, " � . 1 21 1.11A UNIT BUIL , � , , , '. , , , �� � " ,,� , "" , " " - , ;_�', �, � � I � I , I .. , , � I �� _ " , " ,� �' ,, '. , - �, �, Z, �',^,�_�', , " � � I . . I .1.1 � � . �.', ,�, ''::Z" � ���:, , , I This site does not lies within the 100 -year floodplain boundary 22 11A UNIT BUILDING 1, / , � �,�, � - / . �, I �`A f, engineer's time spent review ng changes and redesigning ,based on contractors . I *... � . � :� i, '"'. , :�, I ��, 1:',...11_��, ,,, 11 . . � I 1 3 STORY 28' 1 0" 4210 * 3 = 12630 SQ.FT. . :EX. 18" � 'It I �, 111 � . . I 11 * , , , � ,." �:; , 4 . I ."O . "� I I I . 11 � : I r. , , , . � . - V�4,111� -,:�,`,1,1� , ',.��'� i I I A rance Rate Map panel 48041C0305E. 1 23 6G UNIT BUILDING 3 STORY 3580 * 3 = 1 b740 SQ.FT. � �:., � .,* I , , - I I IN I " I , .1 ................ � . � "I"", , ', - � :�:,,� � , SANITA -_ I I � I I I I I �,: I requests. . I " -�,,',4_�� ,,,,�'_, - I- - - '6"J . per FEM 's Flood Insu RY . � I I . I I I .. , 11. � - � - , , 9, " i" � 1 28' 1 0" - I - � ., �,� � ,, � 1'1�1�41,1,1__,,�',_ .1 ,;,.11,111 . . I I 1, � 1'e- I I � I , � ,� \ I ! I � . . . . : � - :� , . 1.11 S I � I I � I � 1%, 'AN.- SEWER - , . �, . . , I , I - , I �,� ,,,��p `.''� I ,I- � � Effective date: May 16, 2012. . 1 24 5C UNIT BUILDING 3 STORY � I SEWE I., 1-1 -11 ,, I , �b ' � I r i : Z/ v . -1. - � I . I . VERONICA . I I - 11 , - �� , 11 11. ,fl-- 1, ", ,�--i"I", 1, � I 11 ! " , - ::� ,x� , N 1, e�,,'�� � I 11 _',� � . __ " lk_, , - - W. 4 : �::" _f� � -', , I 11 . 28' 1 0" 2983 * 3 - 8950 SQ,FT. I ": I . I . ""I � �,/ � . I ! � _1 . � . � I ::, - , 4,11 , - I � . . I � I I � 4. Trench Safety Requiremlents shall be in accordance with O.S.H.A. Standard 29 1 , 11 �, � ,---- � ---,. I . - : -1 �� I . :: ,:�, � � I'll _ � ... I I W� I � � - I � . � � . , '':4 ,:: , :�, � I R / X 1, ,I >11 , ,I - N . I I I I ................. � � -- e 1� - ", "'I''; I , I �_ 11 , �, .., ,. ", , , � � I � � � . I r / / I I I I (PRIVXTE) 1, I .�i � I . . I I . . . I . V I . � � I � I I I 25 9C UNIT BUILDING 3 STORY 28' 1 0" 4188 * 3 = 12564 SQ.FT. I I 1�� R8� , ,, � i "I' "' �, - - � . I I . � . . I , I �� k I I I) I I ./ I I '. I � IN I I I . 1 .4 If . ,a *- 4% 7 ; . I � I . I . � 1 #4 .Bars @ 16 O.C. I : I I I I � . I I � I � I � I I I I I I . I � I . I I I I I . I I I . I I I � . TYPE J CURB I - I . � � ....... � . . . . I I . - � . . . I FOR USE WITH CONCRETE PAVEMENT OR APRON � . I I � � . I NOTA SEPARATE PAY ITEM I . I . � . I . � � � �. : NTS ''.. I I 11 I _ , . I I . I � I I I / / � ;� � , It 11 " , 1� � -.-F..-, . U 1 a ede 1, state and local re ulations. � I -. X, � It I I I 1 .26 8F UNIT BUILDING 2 STORY W 4" ,4780 * 2 = 9560, SQ.FT. I 1;1-�, t, "-�, . I � 26' - - , -, , � .� ,0 I . . I I " ,, � " . , I I � � I'll, I � � . f,��,, " ,/ C?�,-, - G1 " � � 1.4 , , .11, � � I � , ,>,� I V� - I . � 9D UNIT BUILDING 3 STORY 1 28' 1 0" �', //"I 11,� I � il -11, , I . 't ", , ,"� I � 5. TRENCHING AND BACKFILLING: All trenching and bockfilling shall confor � $1 ** - I . /A I - S's,*;,_* - , .. 27 �, 1 401 0 * 3 = 12030 SQ.FT. : � : / \V I I . � i I , . . / m to the � I I � ,/ , '. - " �", i , I I �� I "I" -:� I I I � / , ., .1, I .11, ,. , , '' I 11 I V , � � Testing sholl be provided by a certified laboratory, at � 28 ..12E UNIT BUILDING � ?I ". N ;�:- . , '. I � I � /;�, - I ,/ � 4� / I,/ I K specifications .set out, herein. .. . 1 3 STORY 28, lo" 4832 * 3 1= 14496 SQ.FT. I / 1P \\..� , " �� R3' RJ' I ,- 1�g,f_ - / �- I I . : � I . e, I � . . < - A I I � , , , . \\ C I � 30 14A UNIT BUILDING 280 1 0'0 61 00 * 3 = 18300 SQ.FT. / " ". � � , �', - I -1. , ,�, �, , \/', - _,-. , 11 / id, . 1A .. LI It- Owner's expense, t( y these standards. Any retesting due to substandard - lllAia�. I . . . - 1 I", �'�i e I I 11 � " -0 ____`�\\\ , - - "i I I .c - 9, I �� \ I . 14A UNIT BUILDING , 11 , l� � i I - ,,;,�� 1 31 / , , /1'.1 , I,, Z � I � -�y .- . 6�, ,A I . -k shall be at the expens, of the Contr � 3 STORY �8, 10" 61 00 * 3 = .1 8300 SQ.FT. : - e, �,N I I F ; � _X . � 11-9 # � � ' I - , , 4" rirv.r- , N, �, wo, actor. Structural areas shall include all , I . � I . I � / / - ��11� 0, 'PU. .'' sp /, ". I . 0 Ef\ - 'I - � LINE � I � � � � I � � I / : � 11��!, / �� < `\ I , " 11 I'll I 1: - N ,��/ /v /` \ � - , I sidewalks and shall extend 5 be and the curb lines of all streets, alleys and parking I I ' 'VOLi 0515, " / ''. �. , " .. . . I � y I I - � �� \ I I . / X' ,9 - , ,or �( I . I " ,_,,� 1i � � I I � � � . 11 I I I .g/ "I I \/%-' i, I . I . - I I i I I ), ,�, . 11 . I � - / �'. , , ,� "'�,�, I ;, FIRE `� ," 4 I , I � I . . � � '' , .* , , ", I . I � I , I I I � . � I . . � . . � � I X . .Ai I . I I . I � . - I � I I . . .. 11 � I I � / � I ,/ ";^ I \� , � PG I 150� �� A I / 9' <1 I . . "' ' / \1 " I/ areas. I 1. I I I I 11 - . . I I I . . I I I Ir . If . � I I � I I . . I / I le, I I .1 \ 1� - I I . - / � I � I I .41 I , �, . � . � . . . . . � � � . , . I � . I I - .1 \ : ". 17 '.1 _11. � I 11, - 3-.1, 11:1, , LINE , 7 . I \ / 6. It is the responsibility )f the contractor to comply with all State� and Fede al . JUNE � I I I I I I I I � I 11� -` , �.: , ,�4�; 1, /I I \ I "P) I � I ' I . . � I . I . � . I � � I I : "'.,', , �", , � I � I ep I I �,'Z \ . � . I . :I � I I . I I �ti I I . EX. 8') � I 1. - � . . I I . I � I I I I I , "I I A", � I 1�1 1, .: I 11, , NZ\\,\��,,\/,T \ , '� I / l!i >1 �R .Designed � I I � I I I I � 1 41 / � ";�4' . - I � � 11 X�,.., - /' , egulations regarding constri. ction activities near energized overhead power lines. , . 1, I 11 � I I I : . .,�( , ,�;4 ; I I � ; 40 , " i 1� 1 15 �. METE � � �� I I I � , - . I I I WATER \ � � � I � . I I I / � N , � . � Nn" \ Drawn B . I I . ., �P'. :1110111 : � 11 \, f ! Additionally, the contractor siall coordinate I . 11, ,325.0 'I � I . I . � \ ,/ � " � �, , � I 'P . / . ,\N U I '1F,tM_ t - all proposed work and procedures with the, � . 1% . � LINE . , I I I I � ./ I " 1.4, P U.E ,�F, / - I 1� N , 11 11, Checked, � . I I I , . I I I I � � I , 1. ,� . I �, � 3� N, -W1 . / 11 VAR. P.U.,E, City of C.S. Electrical Divisioii. . . � i 11 . . . � /I w- ", , .. 1:1 I ��Z,\O, 11, I � . . I I I I I � V '�, , . I I - ,�� " I . . ) / I � \ � I � I , '00 I � I I � I I i , 7.5' 1 1 1 �, / ". � \ 7. All materials .& labor n:)t identified as I I � � , - .11 1.Z / ,�`r�' 11092/100 1 � � I I .. : 1 15' P.I.I.E. / " i`-�20 N ' -Ij7- ", /" � I I . � . .� 11 I I I I I /- , I . " L )ING I , 301 'zip ,4, � "I � I � � a Separate Bid Item shall be considered I 1 '�613, � - 1�)r I .1 _ � I 11 ��/ % . � , - � I . : . I X . I . � 11 � I . �. . - I �YOL' / I .6, 7\ �N,�x __ �OLIUAUN & " ,� I I 1. " \, " ,� subsidiary to the item in wh ch it is used. All materials and �, l, . I I . I . � � N� \ \ '11 equipment shall b both � . I I , , . I IV �. , I . I � � I . . . l � � I I W I I I I � 1_�_ I I � � I � . . PG 2-55) I/ / ; ,�- -, 0'' � �x �,., I I I , A, I I I ,, I :\ Z I � , 0 1 � � . - I . I . I . I I E . . . 11 . � , , 11 'N. furnished and installed unles otherwise noted. I l . I I . . I . �, I I I ''I .1 � \ 4�, 'IN ,� - . 1. S I �1 I � I I - - � � � I � , I . I 1. ", I I \ <� � / . ,�,,� I 11 I . I I . - � I � I - I 11 I'%. ''I " I I I �\\ \ ', , ,-, %, I - - , ,,,, I . � � I . - .N. — I � � � � ,., N, I I �� I WATER \ ':\ aking from the information provide on I "l, . . , � . , � � , 1, , , I "r-13' ' ' / '/ ,,,,, , �1, % , 4- , , 8. The Contractor must pi ovide construction st � I � .. P 'it", I fn - - - — - - - - , I . . 5P I / A 1, . . . -�', Z � I', I I � I � I r 1. I I \ / � �, - \r, ,:/� - 1, � I _ I , �\ I ! , I , _-I . . I � . ,. I I .9 � ., I %r , , ,,�! #�, - v \ � I : . . I � I I - / , I .�,, 1. . � I / I e ,4 I I these plans. I I I . . I is" 11 -,/ , �,� I , - I .1 �F��\ I . . 0 X. 15� P-U.E. I e I , NN � . I � � EX - . " — 1, � � ,1 FDC , I I I � . I I I .� ./` - , I I :�� \ , � ", 9. All soil exposed by cons ruction shall receive cellulo e fibermulch seeding. � - cr_ I HRA ZONE A&M, LLC` I � . . � / �_ 1 ,,� . I � I \ I / , . 10 I .1 �' ,> /1� I I I I ,,-' ,,, I , I I. . . : i � ' � � � � . SANITARY I / ' Z '_,� I I 11 1, -, ;1 �� / I I I I , I— I I I . ./ I - k, I ,e I L W 1 "I X � I I I ., " ,�/ i � I � , , Z . LOT 2 \BLOCK A �/ - , "x R1 5� � 10. Trenches may be left 0 � I I , , , ., ,i UJ . fiLj I 1, SEWER I /� ,,, ,.� , 1, e V P U \1 I - I - , . � ,p n overnight if properly ,barricaded. � . I _J . . . HOLLEMAN VILLAGE .ADDITION /' . I - 7. , � Z / :1 �'; � \ 4 ":" I / � 0 -1W - I - - , , � � , - / I 5� �_' -, " I I :. =i 01ON-01 / I I- I . 11 � R 1 5', , �' EX 11 - . 1�1 �, . : .. IN I I / _/1, i ',�, 4� 1�', 4, I I . 11. Adjustment of Water MAers Valve , Manholes, Irrigation Systems, n , . I I 1. � I I . I I � " . . . I I � 11 11 1 I 1� ,�,� I,VVL 9515 1 . " �� \ .? 4"JUNCTION / � otht::[ . � , I 1 _ � I VOL. 3613, PG. 285 D.R.B.C. , , / / , - �, Is, I : . / '.1 .) I - I - I I I I - - . / I 1 ` 1 - Public or Private U� -0 1 . 0 I - . I I � CURRENT ZONING: R-4 � !n I ;< * �N,-, %�ffffr , , PG 150)f ,/� , ,,,'� � . / tility, etc. re' not separate pay items. The Price of the adjustment I I I I I - ., 3 (D . . I I .� � I . I �, . � - � . I I I I / 1�1 / ,/ � I I I" I , � , 11 � I 11 . I I ,�k,- / N�, - I � 4 1 b, -Ag� 6 'N BOX , 1)p shall be subsidiary to the cc st uction of Sewer Linei Force Main, etc. 0 - V I r I . . I 0 I - M) I : . I , I I :t� I /�, I - ". 11 k N', I / IN I I �( I � L_ I � � . I I . I � � I / . : , ,\,p C,'� -�'_X` . I I . I � I � � . - . . ' 11 . d, . I 'I � I �-0, ! . 1, _J , 4 I I ,, -1 ,,,MI'3r-0- / , ,\ " �, b, I'll I `Nr 1�4 IRE , � "' / / /I I , ,P �,\ V6 � ��� ,i - � . I � 0 . � ( � � . I I I I / I I �: EX. FIRE , 12. The contractor shall col�rdinate with Atmos, Suddenlink Communications, BTU, . , " � I I I I LINE 1 -_o, eN.. / .,4/', ,- )�, '�Z..N .... .. 1.1Z, , , , � 0- � . '14: 1. I I I I � � - - . � I I 11 I ... Ill/ � "I ,� I I ` 1. I . I . '. �� : t -` I , I � I � I 101 A �� I , / . � 1, ,, � N. k\ �:.-�,�,�"'*-;, '\�" I I . 11 I n I I . - , EX. GATE . I * --1 , I , � �� I ;, :*,� �. 11 , �_ ./, 11 HYDRANT ' ,' " � i . CSU, and Verizon to adjust the location of existing facilities. I � a) I � N 11 . .. 1__�l � ,M , - . I , Nr , . �,.._. � , �,, l , A- . . I � C ' VALVE - ll / 9F / '' , I � " (f*P) , ,,/, , �, I l .� _. � , Ill ,�"-\\` I /", � " `� � . I I � I , I . . � -.- . . . I -, � . � � . ,� 1- 14, I L" ".. � , N I \ I I . 1:� E. 1 I' \ \ , ble for traffic control. This is not a separate pay item. I (o I � . 1. I . � � I .EX; 18" 1 15' P. U. E. . � / � I � I � � � . I . 'i, <1 / /11� . ; PIK , ; �8 E . N", ,,� t 13. The contractor is respon I I ,. n , < �. � I . I � � - - , , , �� , I I " I . - iffo ,/- ,,�,- I 1�' I � 11 .1 M � _� . ' \ \ I � I I I I I � � I I \ -k , I SANITARY ,SEWER ,- 1___N I , . - (VOL 3613, PG 285) 1, .1 , _--6 1. . . NN � I,+. lemporary spoil areas wil be identified on site by owner. Clean dirt may e zi, , �� 0 . I I I . . I . I - I - 40 , ,/ ,/_ I I I I N,E- - . Ni `_ � I I , �, l � I I I I , I . ,.,/, I .1, I &� I / �;_ , 1 12�', � W - \ ,:/"� \ ; � I ,,, i� " . . . I I �� I -.-- � . .1 � I � � � I l, , , . ' ' � � l? x � / " - -I � � - ,.�; \-7k I : %1111 I ,I I � '1� I - I ------ � - _ " - � _� .1 31, �� , � /1,,.Z _____ 1� - ... _ ............ � _1_ \ ,P� stockpiled. ,and remain onsite : properly compacted in lifts and te ted for density by � 11 1 1 1 . I 1, Z�e CP I . , I I I - , I - I , / ;, ql - I I . I I S , � - ., - -1 .1 � - __ � . I ,_ , ,� I / I 11 I , , � /�, ,, , CS . I " , >� X", ,� \ \ .10 I , , 3�: ill � .1 . l � " � - I , .0" " /� � N�� -, 11 I .�. I I , ,\ "' _� > -, I & geotech. These permanent fill areas will be identified onsite by owner. I I 0 . _1 I - � . I - I Al I '. I . I " - -Z-- -I--- � , ___11 , I I . P. U. E. VARIABLE � f 1C. ',� - - I � - - - -- - I I � � I I ...".I.- I -- IL_ --=- ------ , - -1 1. I I -11.11 /,�� -�,� �, - -,. � 6" SAN. 1 81 _4 i I � _\ � IN, V` I 0. I I 00 - - - - . I , I � � I'll 11'' .1 � - I , , � 11 - � lF I �, ", All roof and ground -mounted mechanical equipment shall be screened from view I I . _7% , 1. l . __ - I � , w 0 � "I 11 I , I � - I I , N, P.U.E. �\ � * . - . I . I /-1 I SEWER SERV. � . I 11 � *. 1: - - - - � - - - 7 - I 1. I I A. � . I I V.- , I , - I I I � 18_ss.� , — Is -ss l,l, 18 -SS— , 18 -ss I —18 -SS— - —18 -SS— , — 18 -SS I � I I - � ,� I 11 11 /1', /1", � I f- i I \"\ or isolated so as not to be visible from any public right-of-way or residential district . — I , 11 , I I m >1 l. __ . . , , 1 :1 . , l - . , - N \/ I 1� . ........... . . . I,— - I W I M - I - - I , N, :�,\110.92,100) \ I I � � � �__, .,-,- - I 3��, 1 2'* 1 2' 1 // / (PVT) I §i' - . . .. .., , - I - I . ,,�/ 1UJ - ., 11 I � . Ctf .,., I : I - "I , , - 7 - - - . _._11 � - , , '' , 1. 11 4 111111111 �. 1 / `,.. CA � I I :n ., � , I �Itv �'k, I within 150' of the subject lo�, .measured from a point five fe t above grade. I I I - , - , A - li� I . F� , I 7� , N� le � � � I . Such, I I I � , Ill li I I'lliliv� - il.�M - -"- i _+_�16`11111110 DUMPSTER , � e , A- INN.) - �, .� ! _. I , � , .� I I I � , I M i I I i� i�- I, _1101IM11-T-11 . � �� I , N"o I I 1-1�7��,�J�' -1-1---1 .. ..... ___ I , � -, I . I 4 �, I I I I T I I - `N 7", � -1".1, . I - ��_ "N �, i 1 .1-104 'i W , � I I I � , ' I T I I'll! P) I - Abs 1 [ I... I ,,�,�,/",- , I ", I ,�'_ 11-1 screening shall be coordinated with the building architecture and scale to : . . I I 'I 7.6' 1 I . I /.Z) I . I 1_1 7 - AT -$A , M I . i I I ? I ' i . . I I - - - , I ' + * I 11, __ I I � ; I , I V/ 1 4_�±� .1 4 7.5' .1 It I I I I I . �Ift I -1 5,' . . . , ----- -- I ��� I I T 4F �, 91 - I I" I I 11 " . . -IE � . __ __.. I I I I -- - ----------- 1. I ''I A , � �giil �/'X� , i:� � ,:� , ' - -_ _� . . I I - I - I , I - , . � I . I :a: I r I.. --- i �-�-� I " I I I I _ - ' 'y`v 'I; 1" I , I � I I I . 1 I � . � , . o_� , e � " I I , I I . I I, , I , " 1-1 unified appearance. i I . I � ?.U.E. I . .. 7, i �R�' I I , 11 I 11 I I 1: i._Wl I -11 . . � I ; ., � I . I � �� 11 � I ,:/ � � . 11 - . � , I I I I 0 0 : . I " � , � , I I gA'� 'i, :, ,,, �. I ... - EX I 6 16. All soil exposed by construction shall receive cellulose fibermulch seeding. � . I Of ( 110921 . _�._', ,;Iw �, I � �_` ` � D . : :\ �, � , . - I I �� I � , � a = 1. ,: - . I r, '_ , f " :� I i.l I * 1. : - I , , I ,! , 3AN. , SEINE i . . + . 1.100) 'I t.7..: +d, ... I -_ . / , 1 9 , .1 26 , I , 17. Fire suppression lines sh 11 have a lockable lid on the isolation valve. The lockable � . :1 UJ .,*� I I �Zu, __� , . MIN � � , "I � I I I L- � , � !+ ,� I , , P.U. �k� .. ...... 1-1- I ... �:__+:, I " � I , �` , � .,� ,RIVAT I I I I , ,��?, I :� 1 9' :�'. I . i I - l - �(P y , � �11 - � I . Ir I . I � , : 1, vi , k 1 ...3 : I I 11� I I �. I � 11 - �. i I _.- �1_ ., I " , , \ ;1"'. ��,,, lid shall, at a minimum supp y protection as the AMPro USA LL562-WA locking lid. � . I , � - I __ - --��--- .1 �', � , ,�: , ,:1 SM9.1fal -----a ,g,� e. 7.: 11111" \ -_ , 0 !!e� I �; ,� I I N \1 . 11 I . ''T ,, � '�:��_ ��' �?, '� 'T - � 4;, - \N: Alternate ,lockable .lid shall bE approved by College Station Utilities Director or his/her I. � - .. I ,-,��,V, 1�1 , -11.1 � I . I I .11 � , 1. �.. -11__1__-_._.1', , ". 1 4 ,�J, _ - I 11 --,;1-1,_- ... I :�� , I I %, 1. . I I :a_ I . . I I I -'s, - I , .1 I � I . . . . . . I M - 11 5: :,; - �R31 � � I - , , 1, %, 11 . . I I M 11M_ _01IN "IN "F510%] u,l N_�,�:�:�.�:_ . I & 6_� ;# , designee. . I i �W A Ail 11 � 1� � I I 1.� � - lm-umm,� �n,� I " ;,� ; -�� I 1 15 1 1 � I I I I co I . I . I 11 i ljj"�__ , , - DK17M��_a� c- 1: W� � , I I I I - --11 ...... 1--.1 ... i.111 I I ,. � � � %-'\ � I.", � of Section 7.1 0 of .the C � . � I I , ., � . - , , _ I 11 I , � t , \ ;-, \ ,-I I 0 , " I 'i - �, I � , . - 'n �'_ 1"" , " " , , ,f . " ?, ,.". .". N N � - " , , . . _V �,,. !..:....A_._,___ I I � '__ 111,�-� ,''. , � I ,� g 1 I Unified Development Ordinance. The light source shall not p 'ect below on opaque I " , , - , I , � I 1. � . 1 66 1 .1 -,� r '' I _ I � I - - - I 18. Exterior Building and site lighting will meet the standards N , , , I 0 1 1, l� - 4W N , n16 IN 4, �,g,-ww, -1 � , I \. , Lli . - - . , M - - W , I � .. ? , k" - I \' � f I , - , � "I / , , , , I � .O 11 + � . W 0Z , , I I I= , & , !,i�4 t .'' "" . . , '. , - . - .,�, N, -.,,\ , , , � "'"! !�`,`, � . .1. � -,'-��,,�t�k�. I , �R3' � � � .,, , -- .1 f,"!, - �_ � , � ; b, ��',,Y�', I - Is M . ,\ > " � I U�"-i ��v,i,,,,�,,��,�,� �,`, ."+� "z.111111�1,�� . - , ;� � I tw d, 'i , Y - -, - ; �� ��!��__.I�� - ,.�. - �._i, , .. / " J , ;, , _ , " , �-,;.i-k! �_ I 9- Irl I ;� , ". �;, IR , , NW l� I .1 � � � � I I �. . . . .0 . , r C`1*1'� I _`� .1"�11".."', -.1"', Ip�w L .,;�'�, :, �, L_JIIFL�, �] - ., ;�!: _4 3 1 1 . , . "'PIL". " '1�1 , " ,-�;!_,+_,,,,`� 1�,',� -,_�;-_ �;__- :,,,, -4 '�.v .1 17-6kl " � '.-I ,--1 \ , _ .� _ . -, , , " -, _4 " ".., �� � �_. " : : - 71,; ., . - , 1. I - - L ., _._ '?,,�'� . Z . ,��,,�*,��",.+ii���,�'�l.**,�""�"I'l�I.",�,� "J�1.1 . 1 _ � f, . i:,.,,,��,',� 1",� I I . - � - .1. ", -, �., . - 11 11 . " o" 1 " � � �, �. _z - %, : .�kl ` 1, � " , �:! i. "'. ,:� I � _:,A.-— i ��,'��`-, _:�...`, I (D � �, - . �., .., �. "; ''. r�,:��_ I " �, - � 1. , � , ,,S,,�:"� � 1- " t .1� I - .___., t I � � , ,,, V" ", � I , - , " �,��,�� �:-',,��"'!��� (%,,':�,++'.! I I I I I i !'', i I I - �� � ��,,,, 11 , �f :?; , I -I � .�,` "","A' . I , ;_ v -1 - I - A \, the rojec I 11 I ;. I � z . ': , I 4 3 , - — I I - , I ted . cone of light does not cross any property line. Df I - .1 I I . NEW, 8?% 1 1 f M, � . . , , , , i " I 165;�i 1. ' METE .11, ; e i - 11 I arking lot str I e layout shown , I A ',��," ,_', �,�4 I - � "", �'', , �.- , I I i �' �, I :1 t STOR _VI__ - ." , 1� , , 1- "., , � " - 1 " �:, I - I $._ I 19. Contractor shall pr wide I -� , , , I I 1 li � - _�_ � , .1- - - 1,��, I � � UIN, � " � dance with th I �111 I I I I I -, - i�� -F- " . --- I : .. I '' i _ 'a I . I I! METER , 1-1--r I : 1:5:1 WATER,I i , r ", � I I � " \ I - .,::�,:,�`, 1, , � i,-�� " - 1, �l 9, [-�- - I , , : ; , , 1 : _ � 'i f, I 11� &--. �' N N, FIRE � � I " � � ,� - "'r., , � -711 Or - .. EX � - �� 8 ", .�,_:�_ , , t_ �., A 81,4 �, '.. 1� � ,�, ,J� :, - 1 : + - � i , \ ,�� � � I I mk - 1��, " � � .t,� �, .,�,:%,,,�,, . . i, -, �,!,'� " . , , I" , ,,, "j, :� I . 1 � , , I '..., - F 0 <� , !�, ,,, 1.,�,�+ WA ER I ,'�j; :;""�,!_ .�' 1� � �, �, iii, - L_ ,� I � � ry , . . , 11 , , �, � �, 1 , - �, [' � - �i:'' _ I" I � f'. � � , "' , �,:. , ", ,; , housing and no fixture shall irectly project light horizontally. I . '' ,:�-; �_;, � I ;__ ! - , �- I I , i J - �Ai � 't,��,.f_4� [� _ ". ,., ; 1 *1 �� - '' ", ,��, � I _, � , .0, P . . 1.5",WAl"IC, I I � in such a manner that -, 'I , , . , , !, 'i i ,� �, , . . . I � 1.5�' . _ ' ' ` " ' 'z 1, r, , , . - �C�\ ,%, I Fixtures will be mounted > - " I I I _:`:-,� !", , i "I '' , , . ;,.1-; � ,,',�,�,,, �`,�-:`,'CONNECTJO � 2 - � i,:�, '' o �,� 1 , - , 1,: LIINIL _ ,:, i� I, ,1U r I I � \ F6"N , I r I . , - , , .... i ;� !WATER::' �`["� ' ,,,� � � 1� � .";, �, . I , , I ! . , i, ��: I i ,� �,,,,,� - - I 11 I � �: I ` I �:J` METEFR;r'i ll ., '11_1'1� LINE �,:`! ; + , :11-,:z - -A , t � ; -_ F , , !"�, , -, , H RANT \ . I OTHERS ,� ' ,� 1, .LL'', � �J_J � _JQ�_Pdj F �, '' i , I I 7;��l g, 1�:, � A �9 \ I . - . _-1 - 11 I., . I I—, � , .j , -1 I - 11 __ L �. E`� . . . , , I . . I I I 15, * - -1 , � - I lli��ev�,�QL— ?z-- �WVFS "-� -- �_, —, -i- i �s � � , i - - - � ,( I � X I I � I I - ,� � 4 !`t%�?`�;" [ �j,! r , . � ;� --_7.7—_.��... , -.1.1'. -.91116- I � I I I � 1; , , FIRE, Y - � � - - - � - I , I , , 1, I \ � �- �L� 17't-.,' 'f— - I . i ; _� I f X - i ' I -1 - I Q5__ !_ - ei , -!r,fV61. r; ��Wm, ,_:-'m_M-_ - ,L-, A_ � R2 on this plans. , . -4'i �, -, I " L I � , I i \ I _00� - , I _' - .1 iK� ' LL, � i e. N I 1. NNE i�"��"k I -..I-'F RE,� � IE� '' 1 � ,:'�, i "I i, , A_ � A � � , , � - \ � I , 1 ' I ` 1: 1- ,� I " I I � I .. I - � I I . A i� .. � i� . I 1: _ 9 , . 1-> ,--� 20. Contractor shall mount a placard with the word "FDC" on Freestanding FDC's stand 11 , � 1 9 1 iL , I I � ;, . 9 jL __ � " -,�z ,� 1 99 9� 1 1 J L _ ' � 11 �,�:�,� , -11 I 11, I � � I � 9 NE ,, FIRE'LANE *r'mo: i�' ' '_ I I . � . I i"q -1 I r-- I - _4 . I I %,; 2- ;9mr- _ZM _ . �r "I , , FIR LANE:6--�FIRE ,LANE �-" FIRE F1 L �' : I i I Pi. � k13 My,: , , � I ,"11, ,— � L� Y'' : I -1 I - I , R 1 5',, - f�JLA ",,; 1 . L I I I L I I 1� AS�WL- .- .." I ,�, 9��' ,,� 8_0 - . I �_ , , , L, � 'i _j�", L * ;Ikyl .= =,--mi. jqyk, ,4 N, - �� ,,, j0i, tNIA � � ' L 0 1 1 L I . I � . L 1. � .�Lj- �� ,L! : I :,:L:,,�9;'q� 9 � I a-wil - 99.9 i 9 � - � 3Ni�'.11,11V - 1 IA � aN '_ f, L (Per Fire Marshall). L I < L ,,,, �,` 1. . 9, + I . ' ' ' ' , 3--n I , � , L I L A--- 11tyk - , I I . , 9" , "., �, - : ;.1 L, .�� I 1� ,� , L�, � .�� �'L , I � :� L '9 ,� �_" �, 9 L , , 9 I . - 9 1 � L , , 9 , L ' L 9 . . I 11310' I � I I L I I - 9 L .. . 11 - . I L 9 �: � ,, ,,, � �, � L I 11 I , � 9 1 1 11 ,,:9 L I 1 .L L L L . r' L , I I I ,, L � _ _ _��L � ` ' "" " ' L- I . I I � . I L . 9 1 : 9 9 1 1 � . I I I I I , � , � . . L ' , L L I L I I ; 4 L I .1 L , I I L L � 9 � H' 2 :: 9 9 9 L I -j NEW ,. sT6Rm 9 \�� R3' 9 : L� : . L 99 . , I L I L I ,. ' 15' 1 L IA ` di� � -7 L . I L �_�L�LL; ��L `\ I , . 1 9 L , "I I I I L� - ' - 99 L I \ 'L ' I , 9 ,� + 9 . ,0,��, � WAILNLIN 1-1 , " ., , .�_ , 'i , 11 , , I � , : , I 1 9 � ' 9 . I . + L 11 ; � L ' L 1 9 . I I I I 1 9 . . L : ' , ;��17�� 7��,��:-"!Etq � - �, - - - - , , '. �, , L �� L , ' , 1 9 1 1 L 1 9 � 1 9 1 '. L I . I I � , I , �, . 1 9 . " _ � . I I �. :2 1 - _X - _ - 9 - , , 9 1 9 9 L I I L L I I 1, I : 9 i, , , L � t I L ' :�: ' I' - L L , , ' '9, , L 1 19 . LL 1 9 L 11 1 -9 _ . o L . :, '� 9 � I L , L I I I I L 11 I 1 19 L " . L * ' 9 j _ L: 9 L L 9 9 1 , . R Ik 9 9 L, I .-��L � NII storm sewer and sani7ary sewer being constructed with this site plan is private. - 1 9 1 ' L L , ' 9 1 1 1 L . � : -0 9 , - L � I L I : 20' " �,,� ";Ly, 1 9 ,�, N'�9 1L !� L' F,N a L�'. ' �i L � ,� I , "�, , � " :. 9 ,:9, ' ' �� L';':,: � :L�_ L 19, 1 1 1 � , 1. � : ,. , ;9DRAIN ____ � � - :_ �::"�, " �,�, � , , ,L._ �.� , . � . 9" , ' " , ' LL . - I I I I : I , L L L, , , . L I � 6, L . : 91 . �� , ' F , +� .� , , �L , ' ' ' � , , ' : 'L � � LL : , L L I ' ,� "'�, ILO I P,U E, � I L -, 9:1 1 � : J 9 21 I - / - I , , LL 'L I - � L - , 1. " I . I , , L . _ ' L ' I � L ' , � ,� SL L . 9 , I I : L 9 1. . 1 9 L 9 p I I I I � 9 1 L L . I L 9 1 LL I I L __ � ___�; � � . 9 , - - - - - - L - . I ' L , I , � ,� , I , "' L / L , ' : I I � ' 9 ' , . _ , ' I I i L � R " jL , ; ,L9 ... I �3,C I L ,9 1 1 ,9 L L 1 9 1 1 - - - I L [ , I I I . L 1 9 -11-1 . : il I . , _ :, � ' I I I _' I " I I . I 1 9 . L. I 1. , 9 � 9 L I 2b' U.E. , I L I - - ), I I _�_ __01. I LL _ 9 1 � I L I I W, : BuiLDIN � LIDING��OAT . y, -.� r 1 ",91 - . � , , , , ' _ _, , L : , , " WATER � . . I I I I I L - ' I � ,., � 22 . All Water Meters will be 'ii5" unless otherwise noted. , G - ; " .1� __ , � L ) , I , � L :9 .9 ' 9 I � I L i r . ; 9 . 9 1 , I � . ' i�%� L I �. L ff'00/iob _�",' ' , � 1� L I L . 9 L 9" 1 1 1 1 L � L 9 L � ,26' L 9 " Ly� + K L '\. 19 L , 'L �� `7 : �!, 9L : ::: WATE E - 3 , 9 . I . I 1 5' P.0 . --'L 9 1 1 1 L . I � I I � I I I I ' L , , I _ 1 26' L I � - 9 1 LLL I I ., 9 9, . . I I I i"L _ L _, L L. I I I 11 1 99 , I � , . I L L 9 9 .E -J I [ L �, L�NV' L 9 _ . , , I I . : � 1 9 1 1 1 ; I I .. I I I L I 1 9 1 1 9 � ' L 9 . I . 9 L ! I I L J. SETBAC ;A;. (Lxit,'�-IbNLY) i I.J pm� I - - , , - 3NYi 381 I , I ,LINEL 9 L 9 L , . P U E - , I . 11 I � 11, , L I I I L I I I e I 1 9 1 1 , 9 1 :L r I I �:, � 9 9 1 5', P. U t . k3' � I ID /�-�--\ dumpster en � I 1, '] , 'L Z , " J. ,L , , , . J : , 9 9 1 �' � " ;L ' ' ' j 9 L 9 L , 1 L . I L� I ; , 91 9 -, - , 3 , , i , I - - , I I L . I 1 9 L L _ t L , � I I 1 9 1 1 9 , I L I I � . I L, " I . I I � I I �� "' 1: I\ , � . .� - I 1 9 1 � � , 2INVIA1913 - - - AN 9 ---� I O' , . . 9 1 � � : : � : - I . 9L . , 9 L I . . I . 9 . I: 1: L 9 , 3NVTj,38IA, 3R.Yi'�3�ij": ' �3, � I Im. 3NVI 3WJw-"3NV1 381A 3NVI MI , L " 1, L[ , ,*` � , I , � L . I I � L 9. 1 L I I I . 1 9 1 9 9 9 1 L I I . , � I L � 9 1 � , . i . L � , I . I I � �"i, ��9 L ��: 9 1 � � - � � , I � .9 ; 9 9 � �L , � L ', j L 9 ' t L � i 9i . I � I 1 9 1 , - . _� I 113'., ,� I . . , I I 11 I IV 9 I I I . 9 1 , , 9 ': I , I I � 1 9 1 . 9 � A _ 3NV1 381A L. ' 9 Wfl 381.4 ? I I I L . . I I 1 99 v 9 L � . " � 9-, L � � i , jL� 9 - � I I I . � I I . I L ,L L e 9 � , . I L 9 1 11 I I I - I Lt 9 L I � 24. All building types are type V-8 with a maximum fi o flow required of 1500 gpm. I ', , - L I - �' �: ��,, 1, , L_ ' � 1 � � , - � , ;4_ : 1 9 , , L 9 � ; 1� . I 1 9. 1 , . I L L L I I 1 9 1 L , "' �N'�,L�� I IA., I 3NVI 381A , 3N tdi.q 01 38 ��6m 1�ij V 381.4 m 7 � j L � , I I � : .� 9 .11, 1, 'L , �, :19, -, �; I jL , , ' NY LL ' , L , ,!;-',':,��,, I .J _;. -9 I L i 9 L i I — 3N 9 38F. iL. a .. - , _ I ,-, _- 9 - N , I � L ' , 9 . - I � 7 i, , 1.5' � I , 1 9 L 9 'S , . I 1 5,1 " 9 1 L I i , I - i :, 7 . A ,,,, .-; � " 1 1 � I Li � . I I . . � � I � ' L 99 1 1 " , cl , 9 i . I . I L :� 9 9 "I I I I I I I I I I , 1 i . . I i � I I I , I 11 i f L . L , � , L ' , , � , ' " , _J/ � L%"�.2'2.L i i 1, I I I i I L 'BA : 'N I � L I _ i . L I L I � - i , i , i i I I . - . 1 9 1 : 0 . I . . I L . ' 'L " : I � 9 1 1 I L w . @ I )LILJIINUI�zUAI t, ' 9 , z 0 f , ' ' , L I - I )/1.1 I I . I I I � . L i 1 9 1 1 1' � L Li 16) 25. Contractor Shall mou t a d install a Knox Switch at the "Exit Only" gate to be I M I 11 L' 'L�: SET "C , ", ��, --[, i , , , 9 � , : 9 , . , 1. . � I a , - I L . , I " L I , K i, 9 1 L -..", . . � I . � , 1 9 1 1 ! L � n �, . 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