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HomeMy WebLinkAboutDrawingsLi U Q W 0 w D_ o V) ry _ U N �n 0 N rn N Z Q J W w Z a J w W M LO 0 _ W z J ry W co U0 i 0 0 LO Bleyl S, Associates BUILDING STATISTICS: 24 UNITS 8 ONE BR ONE BATH UNITS 16 TWO BR TWO BATH UNITS 40 TOTAL BEDROOMS 40 TOTAL BATHROOMS TWO BEDROOM ROOMS <130 SQ.FT SQUARE FOOTAGE: FIRST FLOOR = 10,671 SQ. FT. 2ND FLOOR = 9,802 SQ. FT. 3RD FLOOR = 8,388 SQ.FT. TOTAL = 28,861 SQ. FT ALL UNITS TO BE EQUIPPED WITH NFPA 13R FIRE PROTECTION OVERALL BUILDING HEIGHT 35' ALL CONSTRUCTION TO BE IBC TYPE VB BUILDING SIDE YARD REQUIREMENT = 2 X HEIGHT REQUIRED: 2 X 35.00' = 70.00' MIN PROVIDED 81.22' PARKING REQUIREMEI` 16— TWO(2) BEDROC 2 X 1.25 SPACES P 8 ONE BEDROOM UN TOTAL SPACES REQU SPACES PROVIDED = COLLEGE STATION PA 2% OF SPACES PRO` 52 x 2% = 2 SPAC PARKING ISLAND REQ INTERIOR PARKING SI INTERIOR ISLAND REC 15 SPACES:. = (37, INTERIOR ISLAND PRC ((191+187+496+36-' ((360+450)—(2*360) WATER AND SEWER USAGE: 432 FIXTURE UNITS X .25GPM/FIXTURE UNIT WATER DEMAND =108 GPM SANITARY DEMANDS = 108 GPM => .24 CFS UNITS SHALL BE INDEPENDENTLY METERED 3RD FLOOR, UNITS AND IRRIGATION SYSTEM SHALL BE EQUIPPED WITH AN APPROVED BACKFLOW DEVICE PROPERTY INFO: 218 STERLING STREET PAROLIAN ADDITION LOT 39R .9374 ACRES BLOCK 1 ZONING: THE SUBJECT TRACT IS ZONED AS PDD FIRE: A KNOX BOX SHALL BE INSTALLED NEAR THE PROPOSED RISER ROOM. CAPS SHALL BE INSTALLED ON THE PROPOSED FDC. A LICENSED FIRE SPRINKLER DESIGNER SHALL PROVIDE DETAILED PLANS TO THE CITY FOR REVIEW. TYP. EXISTING PRIVATE DRIVE LOCATION APPROXIMATE NOTES: 1) ALL STORM WATER TO BE CARRIED ABOVE GROUND 2) ALL PAVING SHALL CONFORM TO B/CS UNIFIED STANDARDS FOR PUBLIC ROADS AND SIDEWALKS 3) THIS SITE DOES NOT LIE WITHIN THE FEMA100—YEAR FLOODPLAIN 4) EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW ON OPAQUE HOUSING AND NO FIXTURE SHALL DIRECT PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 5) PER THE CITY OF COLLEGE STATION UDO SECTION 12-7.2 (D)(3)(K) BALCONIES LOCATED MORE THAN 8 FEET FROM THE GROUND MAY PROJECT UP TO 6 FEET INTO THE REQUIRED FRONT YARD. 6) THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA; LL562. LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 7) THE PROPOSED BUILDINGS WILL CONSIST OF A FLAT STYLE ROOF. THE TOP HEIGHT OF THE BUILDING PARAPET WALL WILL BE 34' 11 ". 8) THE FIRE LANE SHALL BE STRIPED AS SHOWN AND IN ACCORDANCE WITH COLLEGE STATION UDO SEC 6-1.13.(9). ONE 12"x18" SIGN SHALL BE MOUNTED AT THE BUILDING ENTRANCE AND THE FIRELANE SHALL BE STRIPED WITH AN 8" RED KEY .STRIPE. THE STRIPE SHALL BE PAINTED WITH WHITE 4" LETTERS STATING, "FIRE LANE—NO PARKING—TOW AWAY ZONE." PROPERTY LINE EASEMENT NEW/PROPOSED — SETBACK LUUA I IUN SITE/� [ J�TE PLAN V'�D�Id�.7 �5 FIRE DESIGN VICINITY MAP .N Constr. Type .------p---..� ` ��_ , Bld. Size SF NO. StOi'ICS Sprinkled -(Y/N) No. FHc (l.Ocat' w PROPOSED WATER LINE "' -" PROPOSED / EXISTING SAN. SE PARKING COUNT BUILDING/EAVE LINE ----- ---- FIRE LANE PAINTED STRIPING Zx PROPOSED WATER METER LOCATION PROPOSED TRANSFORMER 6' PRIVACY POWER POLE O FIRE HYDRANT PROPOSED ISLAND AREA - ions)_______ Required Flow ---�� 0 10 20 40 80 PROP 4" WATER LINE SCALE: 1 "=20' 4 EXIST 6" AC WATER LINE W w w v� w w w w w ' w w vv w w W w - -- - - __0000-... _._..- _---____-- _, -- _............._.__...._____... _. 0.00.................. _ _._.__. _ ... __.. __........_.. ...._._....___....._.....__ _ ... _0__000 0000. 0000 __.. _..._....._........... _0000 _. .._ _... _ . __0000 _ 00.00. .. -. .. .. _ SAWCUT, REMOVE AND REPLACE 14SY OF ASPHALT STERLING STREET sawcuT, REMOVE AND REPLACE 14SY OF ASPHALT PAVEMENT AND 5LF OF CONCRETE CURB AND GUTTER ; ` ^ I '} �_ ' "' i t? - f VARIABLE WIDTH 7 , t EXISTING FIRE HYDRANT C" l � i� � � r� . u , t�V . s � � ..,, � U �1 ! �✓ R �/� B � � 4� ll i I � .I H R , G , V1W . 24, PAVEMENT AND 5LF OF CONCRETE. CURB AND GUTTER i-� f"1 70' PROPOSED CURB CUT h -BC G 74' PROPOSED CURB CUT REPLACE EXISTING DRIVEWAY CURB CUT PROPOSED BALCONY WITH 15LF OF CURB AND GUTTER (T/P) R25.00' R25.00' w w w w w w w w w w w w w -i— w w. w w R25.00' 10' P.U.E. I PROPOSED 4' SIDEWALK ACCESSIBLE ROUTE 10' FRONT SETBACK - R25.00' 7.5'' R.O.W DEDICATION PROPOSED 5' P.U.E. PLAT 7278/38 25' PLAT h1 _-/ 3°_ N 41°46'30" E 410.41 iftifftn " Ar�_ B -B uh, I I P . SND. ISLE 6' P V NCE PR. ENb IEND ISLE 12 PR. END ISLE 12' Q. �� PRIVACY . FE 6' PRIVACY FENCE I_ 191 SQ. FT — 187 SQ. FT 195 -SQ -�. I �� -- __ — FDC, TO BE. 27' i 8' - MOUNTED ON TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 B—B FACE of BLDG. UNIT UNIT UNIT UNIT UNIT UNIT UNIT , 10' LANDSCAPE BUFFER 00 24-06' Q F.F. EL. F.F. EL. 9' TYP m w � PRIVATE 2' C900 F F F. F. F.F. EL. F.F. EL. F.F. EL.. FIRE LINE EL EL. 306.00' 305.40' 305.40` 304.80' 304.80' 18 vr'i �� T I h tai I i i 42' 306.60' 306.00' PROPOSED A 8 RISER ROOM 2 -HOUR aIW O L } 6 HR, �! _ O G Ur FIREWALL 1 _y AC/A ✓L�R" 20' W/ BACKFLOW 26a - E 1 00l 1F.F. 2' r CTYPE VO__✓6 4 6 11 EL. PROPOSED 24. APARTMENT UNITS ELECT. METER i n r r w /L •, , �; w ( 8 j UNIT 306.60' UNDERGROUND ELECTRICAL 9' TYP i �� - pp I �• �./'•� �i l✓I i 13 � /1 , .• `� ,� `J = SLAB AREA 10,282 SQ. FT STATION I GIC Ids C ; ` o I 18' ELECT. METER SERVICE PRIMARY PHONE /CABLE m ., u� 6' ( ) (, __ STATION U �� 11.., t,� .:� I 9' TYP 1 ,, I I � � 1 ```, `_.,.^• `', z o � 23' � 7 -- 7' 7'LANDSCAPE BUFFER F 1 82 PROPOSED CLEAN OUT - - PR. END ISLE \ R2.50' TYP. I O © (PER BCS DETAIL S5-01) 450 SQ. FT y\ O FL EL. 301.5 I PR. EN ISLE 18' 20' PR P 1 9' 0 P.U.E. R 1 UO' R 11.00' 360 SQ FT " _ _ _ - f_ _ 10 P.U:E. __ , � � TYP. _- _PLAT J _-- =3 _ _ � __ _ � _ _ _ _ -PROPOSED 6 SIDEWALK- 3 ID W _ \ -\ / E ALK � PLAT �$/ 36 ; \ ( �- ( —L_ I ADA ROUTE i----- _... ! ------ 10 P.U.E. _ CONCRETE PAVED DRIVE I- J I PLAT — �- TYP. 6" CURB PER \ PROPOSED 6" SDR 26 20' REAR SETBACK — AND PARKING — CO — - B/CS UNIFIED \ PRIVATE SANITARY. SEWER. 21,740 SQ. FT STANDARD THOUGHOUT APPROX SLOPE=1.8% (1%MIN) PROPOSED TRANSFORMER (I I -I I w� ' - - PROPOSED 23' DRIVE LOCATION PR. END ISLE _ 23' PROPOSED DRIVE 5' P.U.E. _ � co ---- ---- i PLAT 7278/38 ( 496 SQ. FT 10' PROPOSED P.U.E. 20' PROP. P.U.E. 12' 1 w M ( 10' P.U.E. PLAT !�/� I I PLAT 7095/212 -- S 42°07'22 ' W 410.24' yr ° J ---.—___. / ,,,! . _ -- - - 0000. _ - - -- - - _ • ., r % `hf W i 'tu ._.._ ... W j W 4v j w W % 'vV / „! - _ :.r -- 1l N' 1V w0000_..-_00_0___0_ y , w _- W ! VJ N w W Vr' W t�! Nf W TAP EXISTING SEWER LINE 12' SINGLE DUMPSTER APPROX FL 300.5' PER BCS DETAIL S7-01. 6' PRIVACY FENCE EXISTING PVC 20' UTILITY EASEMENT CONTRACTOR SHALL NOTIFY OWNER CLEANOUT 72 HOURS PRIOR TO MAKING SANITARY PLAT 431/65 SEWER CONNECTION AROUND EDUMPSTER PAD D CEDAR . ENING FENCE SEW -FH H SETA KOSEC;GLA L...OT 55, BLOCIK 1 %`,.j! , 91060, PAGE: 120 R-4. i°i Ij T' I,tI-FA LILY SIEMFH SE_-,; KOSEO L_A LOT 6, Or'K s PAGE 120 Bleyl & Associates `: I��!I N UEFA KSE GLA LOT BLnC .VOL. .9.1\'--160, P��C�E 12 C) K F SETA KOSE; i(_'2,_A ROSELL LO -1 /8, bIOC`K[ 1 6 v R=�? MULTI-Fr�MIL_Y ADDITION PHASE � - VO I._. <~rL- f i� ; f 3 n �,A K i Hv! /-N, LOT 9, BLOOK voi _1 00 R-4 MU1_.i-I- FAM ILY [] REQUIRE E+29 ® +39 CI +4v - NOT REQUIRED KI I -I 3_.. C--E•ME'! cS' �-17 AB ETI 1 1A 11-M EN T OT 1 ? BLOCK 1 \IOL. u, PAGE 1 12. -Z-1 1`UiU1__1..I..:_F!AMILY REVIEWED FSR C PLIA CE JUL Z 3 2015 � LLEGE STAT16N ENGINEERING INTERIOR PARKING COUNT © EXTERIOR PARKING COUNT 14.9' i DIMENSION IN FEET Zx DUMPSSEIR LOCATION 0----0- 6' PRIVACY FENCE 4 EXIST 6" AC WATER LINE W w w v� w w w w w ' w w vv w w W w - -- - - __0000-... _._..- _---____-- _, -- _............._.__...._____... _. 0.00.................. _ _._.__. _ ... __.. __........_.. ...._._....___....._.....__ _ ... _0__000 0000. 0000 __.. _..._....._........... _0000 _. .._ _... _ . __0000 _ 00.00. .. -. .. .. _ SAWCUT, REMOVE AND REPLACE 14SY OF ASPHALT STERLING STREET sawcuT, REMOVE AND REPLACE 14SY OF ASPHALT PAVEMENT AND 5LF OF CONCRETE CURB AND GUTTER ; ` ^ I '} �_ ' "' i t? - f VARIABLE WIDTH 7 , t EXISTING FIRE HYDRANT C" l � i� � � r� . u , t�V . s � � ..,, � U �1 ! �✓ R �/� B � � 4� ll i I � .I H R , G , V1W . 24, PAVEMENT AND 5LF OF CONCRETE. CURB AND GUTTER i-� f"1 70' PROPOSED CURB CUT h -BC G 74' PROPOSED CURB CUT REPLACE EXISTING DRIVEWAY CURB CUT PROPOSED BALCONY WITH 15LF OF CURB AND GUTTER (T/P) R25.00' R25.00' w w w w w w w w w w w w w -i— w w. w w R25.00' 10' P.U.E. I PROPOSED 4' SIDEWALK ACCESSIBLE ROUTE 10' FRONT SETBACK - R25.00' 7.5'' R.O.W DEDICATION PROPOSED 5' P.U.E. PLAT 7278/38 25' PLAT h1 _-/ 3°_ N 41°46'30" E 410.41 iftifftn " Ar�_ B -B uh, I I P . SND. ISLE 6' P V NCE PR. ENb IEND ISLE 12 PR. END ISLE 12' Q. �� PRIVACY . FE 6' PRIVACY FENCE I_ 191 SQ. FT — 187 SQ. FT 195 -SQ -�. I �� -- __ — FDC, TO BE. 27' i 8' - MOUNTED ON TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 B—B FACE of BLDG. UNIT UNIT UNIT UNIT UNIT UNIT UNIT , 10' LANDSCAPE BUFFER 00 24-06' Q F.F. EL. F.F. EL. 9' TYP m w � PRIVATE 2' C900 F F F. F. F.F. EL. F.F. EL. F.F. EL.. FIRE LINE EL EL. 306.00' 305.40' 305.40` 304.80' 304.80' 18 vr'i �� T I h tai I i i 42' 306.60' 306.00' PROPOSED A 8 RISER ROOM 2 -HOUR aIW O L } 6 HR, �! _ O G Ur FIREWALL 1 _y AC/A ✓L�R" 20' W/ BACKFLOW 26a - E 1 00l 1F.F. 2' r CTYPE VO__✓6 4 6 11 EL. PROPOSED 24. APARTMENT UNITS ELECT. METER i n r r w /L •, , �; w ( 8 j UNIT 306.60' UNDERGROUND ELECTRICAL 9' TYP i �� - pp I �• �./'•� �i l✓I i 13 � /1 , .• `� ,� `J = SLAB AREA 10,282 SQ. FT STATION I GIC Ids C ; ` o I 18' ELECT. METER SERVICE PRIMARY PHONE /CABLE m ., u� 6' ( ) (, __ STATION U �� 11.., t,� .:� I 9' TYP 1 ,, I I � � 1 ```, `_.,.^• `', z o � 23' � 7 -- 7' 7'LANDSCAPE BUFFER F 1 82 PROPOSED CLEAN OUT - - PR. END ISLE \ R2.50' TYP. I O © (PER BCS DETAIL S5-01) 450 SQ. FT y\ O FL EL. 301.5 I PR. EN ISLE 18' 20' PR P 1 9' 0 P.U.E. R 1 UO' R 11.00' 360 SQ FT " _ _ _ - f_ _ 10 P.U:E. __ , � � TYP. _- _PLAT J _-- =3 _ _ � __ _ � _ _ _ _ -PROPOSED 6 SIDEWALK- 3 ID W _ \ -\ / E ALK � PLAT �$/ 36 ; \ ( �- ( —L_ I ADA ROUTE i----- _... ! ------ 10 P.U.E. _ CONCRETE PAVED DRIVE I- J I PLAT — �- TYP. 6" CURB PER \ PROPOSED 6" SDR 26 20' REAR SETBACK — AND PARKING — CO — - B/CS UNIFIED \ PRIVATE SANITARY. SEWER. 21,740 SQ. FT STANDARD THOUGHOUT APPROX SLOPE=1.8% (1%MIN) PROPOSED TRANSFORMER (I I -I I w� ' - - PROPOSED 23' DRIVE LOCATION PR. END ISLE _ 23' PROPOSED DRIVE 5' P.U.E. _ � co ---- ---- i PLAT 7278/38 ( 496 SQ. FT 10' PROPOSED P.U.E. 20' PROP. P.U.E. 12' 1 w M ( 10' P.U.E. PLAT !�/� I I PLAT 7095/212 -- S 42°07'22 ' W 410.24' yr ° J ---.—___. / ,,,! . _ -- - - 0000. _ - - -- - - _ • ., r % `hf W i 'tu ._.._ ... W j W 4v j w W % 'vV / „! - _ :.r -- 1l N' 1V w0000_..-_00_0___0_ y , w _- W ! VJ N w W Vr' W t�! Nf W TAP EXISTING SEWER LINE 12' SINGLE DUMPSTER APPROX FL 300.5' PER BCS DETAIL S7-01. 6' PRIVACY FENCE EXISTING PVC 20' UTILITY EASEMENT CONTRACTOR SHALL NOTIFY OWNER CLEANOUT 72 HOURS PRIOR TO MAKING SANITARY PLAT 431/65 SEWER CONNECTION AROUND EDUMPSTER PAD D CEDAR . ENING FENCE SEW -FH H SETA KOSEC;GLA L...OT 55, BLOCIK 1 %`,.j! , 91060, PAGE: 120 R-4. i°i Ij T' I,tI-FA LILY SIEMFH SE_-,; KOSEO L_A LOT 6, Or'K s PAGE 120 Bleyl & Associates `: I��!I N UEFA KSE GLA LOT BLnC .VOL. .9.1\'--160, P��C�E 12 C) K F SETA KOSE; i(_'2,_A ROSELL LO -1 /8, bIOC`K[ 1 6 v R=�? MULTI-Fr�MIL_Y ADDITION PHASE � - VO I._. <~rL- f i� ; f 3 n �,A K i Hv! /-N, LOT 9, BLOOK voi _1 00 R-4 MU1_.i-I- FAM ILY [] REQUIRE E+29 ® +39 CI +4v - NOT REQUIRED KI I -I 3_.. C--E•ME'! cS' �-17 AB ETI 1 1A 11-M EN T OT 1 ? BLOCK 1 \IOL. u, PAGE 1 12. -Z-1 1`UiU1__1..I..:_F!AMILY REVIEWED FSR C PLIA CE JUL Z 3 2015 � LLEGE STAT16N ENGINEERING m — - - = CO —_ - �t~00 v m 00 e 0 � W CZ C s~ N ate,? IS., w 0 O ' co C) t6 m cs 8 Ot- Np i0 05 �F� C01" 2m h v ` �cl a- ujN ui Fi W E_ ti a Zx ¢ W z dF m O W - - 0 W W w O `� ) TH1 V Q W Z N w O _ °' z Cf) F_ Co m U ¢ Z I11 W j iii o o a cUr� m — - - = CO —_ - �t~00 v m 00 e 0 � W CZ C s~ N ate,? IS., w 0 O ' co C) t6 m cs 8 Ot- Np i0 05 �F� C01" 2m h v ` �cl a- ujN Fi W E_ ti 0Zco �3:t Zx ¢ W w m z LLJ dF m r~i m — - - = CO —_ - �t~00 v m 00 e 0 � W CZ C s~ N ate,? IS., w 0 O ' co C) t6 m cs 8 Ot- Np i0 05 �F� C01" 2m h v ` �cl K TI-! E. i ; cp�r 1= i i 99353 ?� !1 . / •. SENSE. � f /I c ; �I Fs '000,6....• I\ ELI _;�BE:•1-H by . � ��; �:�� C � S/o � � N + / Li �:i 1 1 . BLOUK I A RFV I- FOR VOL. 25 3 v, P A, ; E I ,i R— 4 M U LTI - H:NI I f_ F/ C 1"1 I L I ISI C UL Z ZO15 PROJECT NUMBER -_ 11533 COLLEGE STATIOFILE NAME: DEVELOPMENT SERVICES 11533-SITEPLAN :DWG PLAT Ff iI ED: Zr SHEET: 03OF: 14 - V1 � Fi W E_ Z Z Qv o W � .j CL U.L_�_- W - - 0 W W w O `� ) TH1 V K TI-! E. i ; cp�r 1= i i 99353 ?� !1 . / •. 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BLOUK I A RFV I- FOR VOL. 25 3 v, P A, ; E I ,i R— 4 M U LTI - H:NI I f_ F/ C 1"1 I L I ISI C UL Z ZO15 PROJECT NUMBER -_ 11533 COLLEGE STATIOFILE NAME: DEVELOPMENT SERVICES 11533-SITEPLAN :DWG PLAT Ff iI ED: Zr SHEET: 03OF: 14 - �2) p00t:�2 �/ \I1. v uVVJLI .�Ivv %v u J1x L v uvv_JU U-M\LJ%JUINI n-LIM 03213n0O %00 38 7171VHS NOliomJiSNO0 91\lI�jnO 038�jniSl0 )d1 J]dMJd 1N30dr0d (INV `.1dM 30 S1HO1�J `SADV013S 10-1 9Nl>Q1`dd `Sd3�]d 39dNIV�10 `S371dMS `SaN`d­1SI 1071 ONIA1 JVd (-b '-b62Z 30NdNlMJO )\11:D �J3d SV NOI1d­l7ld1SNl NOdn 031S3i 0N`d 03­l­ldiSN1 38 1SnW S301n30 M0­1JA3V8 _Fld '-b62Z 30NdNKRJO .dlO �13d SV 03­17ldiSNl (INV `301n30 M0713 A0d8 AO3HO 3�8n00 d �:l0 `301n30 MOI J A3V9 87160N1�Jd 3�jnSS32Ad 030n03�j d WnnOdn 3�jnSS3�jd d J\8 a310310�1d 38 isnW W31SJ,S NOI1dOPJl Jl (2 00S 6 LV 311 V3dd (INV -ISI a3sodOdld H11M a8d*�A00 88 7VHS d8?Jd (130038–NON C13ainiSla (Z 7ldN01SS330�1d NOI1dOl�l�ll 03SN3:Dn d )\8 031\101S,30W31SJ,S 1Neda�H 3413 -b- NOI1dOIdRJI Nd H11M a31dOPJ�ll 38 7171dHS 9Nldd0S0Nd-i 7171d ( L 3_10d 2EMOd {'� ...... :S310 N 2131MOdSNV1Ji a3SOdO�Id. 2J313N 2EiVM 03SOdOi Jd ONUd JiS a31NlVd 3NV 13iJIJ 3N113AWONia-lina - S33 Ji /WONdO–NON L (INV S11 Ji /WONdO 9 :0301AOdd MJVJ �J33dne iSd3 30N33 J,DVA Jd ,9 ; .. _..___-__d3M3S 'NVS 9NIlSIX3 / a3SOdO8d — w w S33Hi J.dONdO NON L = 9 L/LL'OO L = 3-1 91, Had 33 11 kdONV3 NON L ... S33Hi J\dONdO 9 = 9Z/LL'OO L = J71 9Z H3d 3321 J�dONdO L N011`d001 2�31sdWna ® 3N13 �131b'M 03SOd02]d --_ _3 �iN3W3Ziln 3�1 a�JdJ. HI -Eno isd3 1333 NI NOISN3W14 s•�� 1 �loeel3s — — — S33�11 J�dONdO NON L 0Nd J\dONdO -b :a301n0�1d O�IdJ. �1333n8 1S3M 1Nn00 ONl�i�ldd 2i012�31X3 0 a3sododd/M3N 1N3w3sb'3 S33?�1 .1dONd0–NON L = 371 9 L/gZ'L6 = '3'71 91, �J3cl 33 11 WONV3 NON L 1Nn00 9NI>IdVd dON31N1 3NI-1 ),id3dO?Jd S33Hi J,dONV3 - = 9Z/gZ'L6= 'd'7 9Z �:13d 33 11 .1dONd0 L ),3A MOH ,9'L– .,g/.'S0 L :1N3W3Hln 71H mjdJ. Hl Pn8 1S3M •5u�ld� �1���11�1 _002 X 9 = S1NIOd 9'Ib81�L , = SiNIOd 696Z X Z/ L :iN3W38inO3�1 33i]i .ldONdO i S1NIOd 02Z9 :03aln08d S1NIOd Wi01 SiNIOd 696Z = 99 L L+-b6L L = S1NIOd d3W 11 V83N30 + S1NIOd AVM 30 1H012j :G_Mm03�j S1NIOd -14101 S1NIOd 99 L L = S1N1Od 02 X (000 L / 9-Ve'22) ' J '0S YWK = V38V H333n8 30 'u 'aS L66 L—d3NV 311S 30 'LJ '0S 1-2WO-V :A3W38in03H iM �avwA—u1 m v—�j S338i AdON 3 NON OZ :a3ain08d S3281 AdON IO NON OZ = S338i AdON` :D 0 L = W / 66Z) :CDH n03?1 Sid V6L L = Sid 002 X (09 / ,66Z) AVM 30 1HDI2J 30 133.E ?Ib3Nl-1 66Z = V3W .t.I.n181SIA aNd 3A180 , L L L — M08 '13 0 L -b :S1N3W32M038 3dV3S L338iS 06Z OL 6Z ,VNVN, Ia803Oe X3_11 NO��dO � sexal luol�e4S a6allo� aaa 6uias � �S �S 8IZ L AOO-l9 L L iM MOH a�1032jn8 Amo � �1 I W�/� — I1-1(1 W � — �I L ACIM9 8 101 /1TAVA Il l�W v 06� 0 L 6� VDIGNI SId3101HdV8 N�JOH1MdH NdlaNI NO_ V9 2 - - 1N3W��O W H1]9 / ZI � : O�I9 6 l0� �___, S1N�W��lO W H1391�ZI�13 L SIO _:- moo -- -- _ ---0� �--_- _ _ . _ _ e .. _._ _- _: _ 30�d :.x906 �l0/1 n�O03�S0�1 ��1�50�1 OZ L �Ob'd 09x6. 10/1 s � d� 111 V31NOdbr SnXne ?130HV2 - - 098 OL 92 ao0MXo8 NO_ndO 9 0 S1HJI�H d1dnN311b X X3 1 830HV I ?R ON OL 02 KlOH dNN AVIS NO_ndO 9 J N I��131S 53103dS Mna-11�nW a3amON1 ?1333n8 33 11 AdONdO—NON 30 3NV3 3�ONIS d ION V L NI VL b'IW30�IIS?J30b-I NO 038nSd3W SV �1308V` N O 009L 0-b 0-b 3�i�131N 3d3K i 311 �J36WD „5Z' L 83JAne NI G31NV-Id 33 11 MONd i 30V�19 _fld VNdINIOHIA SnD�3n0 3noed „Z L a3Hnsd3W 0 09.L 0 L 33 11 AVID 3An SV '�J3 d lWO ,07 Z 33 11 JIdONd 3(MJ9 dNVINl!�Jln smO 3n0 3AO9V ,Z L a3jnSd3W SV 008 L 002 9 33 11 lido 31n 83088_1 N 836WD „9'2 a31Nno0 3mdn 3dJll S1N I 0 d 1NIOd )..LI1N`dn0 �8 W`dN 3 3ZIS �08WJ�S SNOuvmD�VO 1N10d _�dVOSaNV� aN�J�1 ]ddOSONV� S1H\9I3H ONMAIIiS N01103NN0.. ... ... .. ..... ...... ............. - 0 �13M3S MUNVS ONI>IVVq 01 NOINd s8nOH ZL 83NM0 JJIlON Tt/HS 8010d81N00 -Iltil*3n cNa v» .- .5'002 14 X08dd`d - A I IV v \/ i ) �� `'1 D i jr-- .YiL _'M.: -,-J 1 N 11 N V Z � ',, i .��IW`dA-11�f1W v—�j �avwA—u1 m v—�j Z 3Obd `0� � �l0/i Z �Obd `M� 2 ' 10/1 J��IW`d�-I1�I�W b-� L L OVd `99-b L L '�0� _ sexal luol�e4S a6allo� aaa 6uias � �S �S 8IZ L AOO-l9 L L iM � O � � Odd. 8 L 0. L y100�9 L L 10 1 0 L �OA � �1 I W�/� — I1-1(1 W � — �I L ACIM9 8 101 /1TAVA Il l�W v .I S1N�W12�ddb� - - 1N3W��O W H1]9 / ZI � : O�I9 6 l0� �___, S1N�W��lO W H1391�ZI�13 L SIO _:- moo -- -- _ ---0� �--_- _ _ . _ _ e .. _._ _- _: _ 30�d :.x906 �l0/1 n�O03�S0�1 ��1�50�1 OZ L �Ob'd 09x6. 10/1 s � d� 111 - - S N3W�-1� _ Hll-Di �' S1N3W��0 �_ Hll��l V�0O3SOA ` J_3S t L IOa 9 L 0� L A : H d bld 008 9 101 oz L. Odd 090.6 ion S1HJI�H V' 00'3SOA VATS H11WIS � �loo�so�i ���s N1lW�S ��o0�so�l d��s H11 ` L ACIM9 9 10 1 �s J N I��131S V100_SOA bA3S HiWW S N01103NN0.. ... ... .. ..... ...... ............. - 0 �13M3S MUNVS ONI>IVVq 01 NOINd s8nOH ZL 83NM0 JJIlON Tt/HS 8010d81N00 -Iltil*3n cNa v» .- .5'002 14 X08dd`d - A I IV v \/ i ) �� `'1 D i jr-- .YiL _'M.: -,-J 1 N 11 N V Z � ',, STERLING HEIGHTS LANDSCAPE LEGEND LANDSCAPE POINT CALCULATIONS SYMBOL SIZE NAME & QUANTITY POINT POINTS EXTERIOR PARKING COUNT TYPE SETBACK VALUE COUNTED ---- - `_... .... ......... 3.5" CALIPER & LARGER LIVE OAK TREE 6 300 1800 @0 AS MEASURED 12" ABOVE QUERCUS VIRGINIANA BUILDING/EAVE LINE - FIRE LANE PAINTED STRIPING GRADE CANOPY TREE PROPOSED TRANSFORMER POWER POLE 2.0" — 3.4" CALIPER AS LIVE OAK TREE 10 150 0 MEASURED 12" ABOVE QUERCUS VIRGINIANA ALL GRADE CANOPY TREE PLANTED IN BUFFER T 1.25" CALIPER TREE CREPE MERTLE 40 40 1600 & LARGER AS MEASURED ON LAGERSTROEMIA 14 IN 14 NOT A SINGLE CANE OF NON—CANOPY TREE BUFFER INCLUDED MULTI—TRUNK SPECIES 5 GALLON SAVANNA HOLLY 30 10 300 & LARGER ILEX X ATTENUATA 5 GALLON BOXWOOD 85 10 850 & LARGER BUXUS JAPONICA ` m l 5 GALLON INDIAN HAWTHORN 39 10 390 RAPHIOLEPIS INDICA 5 GALLON DWF.BURFORD HOLLY 'NANA' 29 10 290 ILEX BURFORDI STREET SCAPE REQUIREMENTS: 410 FT. ROW— 111' DRIVE AND VISIBILITY AREA = 299 LINEAR FEET OF RIGHT OF WAY (299' / 50) X 300 PTS = 1794 PTS REQUIRED: (299 / 32) = 10 CANOPY TREES = 20 NON CANOPY TREES PROVIDED: 20 NON CANOPY TREES LOT REQUIREMENT: 40,837 SQ. FT. OF SITE AREA -1991 SQ. FT. OF BUFFER AREA = 38,864 SQ. FT. (38,846 / 1000) X 30 POINTS = 1165 POINTS TOTAL POINTS REQUIRED: RIGHT OF WAY POINTS + GENERAL AREA POINTS = 1794+1165 = 2959 POINTS TOTAL POINTS PROVIDED: 5230 POINTS CANOPY TREE REQUIREMENT: 1 /2 X 2969 POINTS = 1484.5 POINTS TOTAI CANOPY TREE POINTS PROVIDED = 5 EA, 3.5" CALIPER CANOPY TREES = 6 X 300 = 1800 POINTS WEST BUFFER YARD REQUIREMENT: 105.78' -7.5' ROW 1 CANOPY TREE PER 25 L.F. =97.28/25 = 4 CANOPY TREES 1 NON CANOPY TREE PER 15 L.F. = 97.28/15 LF = 7 NON -CANOPY TREES WEST BUFFER YARD PROVIDED: 4 CANOPY AND 7 NON CANOPY TREES EAST BUFFER YARD REQUIREMENT: 1 CANOPY TREE PER 25 LF = 100.77/25 = 5 CANOPY TREES 1 NON CANOPY TREE PER 15 LF = 100.77/15 = 7 NON CANOPY TREES EAST BUFFER YARD PROVIDED: 5 CANOPY TREES AND 7 NON -CANOPY TREES NOTES: 1) ALL LANDSCAPING SHALL BE IRRIGATED WITH AN IRRIGATION SYSTEM DESIGNED BY A LICENSED IRRIGATION PROFESSIONAL 2) ALL DISTURBED NON -BEDDED AREA SHALL BE COVERED WITH TIF 419 SOD 3) IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4) PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION SHALL BE 100% COVERED WITH GROUNDCOVER, DECORATIVE PAVING, DECORATIVE NON -LOOSE ROCK, OR PERENNIAL GRASS KEY PROPERTY LINE INTERIOR PARKING COUNT EASEMENT NEW/PROPOSED © EXTERIOR PARKING COUNT — — — SETBACK x'-149' ; DIMENSION IN FEET ---- - `_... .... ......... PROPOSED WATER LINE Z DUMPSTER LOCATION PROPOSED / EXISTING SAN. SEWER-- ' ` 6' PRIVACY FENCE BUILDING/EAVE LINE - FIRE LANE PAINTED STRIPING PROPOSED WATER METER PROPOSED TRANSFORMER POWER POLE FIRE HYDRANT PROPOSED ISLAND AREA REVIEWED FOR COMPLIANCE AUG 2 5 2016 COLLEGE STATION DEVELGPi,AENT SERVICES PLAT FILED: TH E 3709 SWEETBRIAR DRIVE BRYAN, Texas 77802 979 739-2002 STERLING HEIGHTS LANDSCAPE STERLING HEIGHTS APARTMENTS 218 Sterling Street College Station, Texas • w PARD LIAN 727 Graham Road College Station, TX 77845 979-260-1200 �� 100)[6 0e[6 C 10' P.U.E��_ 6' PRIVACY FENCE N .10.00 LANDSCAPE BUFFER � =_..J•� , 3f, 1 j; t� 1 0' P.U.E. 5' P.0 70.00 PROPOSED CURB CUT - 1YP. EXISTING PRIVATE DRIVE LOCATION APPROXIMATE 0 10 20 40 80 SCALE: 1 "=20' I I■II ! ■i � , � , I�Ir � i i • � .�I � ., 0�� - B -B I__i � - ;'--, UUUULI. ,--, - , J I - � - r� �'� �. � � uuuu u ,_ --: � _ r � ,, �'� � .1i N S E 1 f'a. \ C.� S E ? v �i'� CY , - �-y-- 23.00 � SYMBOL � ° I J - - - QUANTITY - '.� 81.22' �- : /'� �_� E i � L 18, © © � 0' PR POSED P.U.E. 8.00 �� TYPE 1 UNIT F.F. � EL. N 306.60 8.00 0 � N 20.00 -►I � - - r � � TYPE 1 UNIT TYPE 1 UNIT -1-i :I\d� �Y TYPE 1 TYPE 1 UNIT UNIT 243.06' F.F. EL. F. F: EL. 306.00 305.40 - j �..._ �-�I,� TYPE 1 TYPE 1 UNIT UNIT �:✓p tl TYPE 1 UNIT t.. �t r, .....L� T �, :JI_.0-7�.,K 1 F.F. EL.. 305.40 F.F. EL. 304.80 F.F. EL. 304.80 __ F•F• EL. 306.60 F'F' EL. 306.00 PAVED DRIVE _ ����,, �, TYP. 6" CURB PER \ � � \ 150 AND PARKING 21,.740 SO. FT a B/CS UNIFIED PROPOSED WATER METER n � � � � ;�'� �.J � � � f \� f I._ - � �' 1 I I � _ ! L-. Y I PROPOSED 6°' PRIVATE SANITARY SEWER � - GRADE STANDARD THOUGHOUT Vl w W w w w 74.00 PROPOSED CURB CUT R25.00 • R25.00 T ° 12.37'. ^ - 27 B -B ! 9.00 TYP - 18' -►I � I--�- 20' -� 9.00 TYP __ 18 6 _ - - _ _._ - _ � __ _ -___ _ _ � _ 9.00 TYP. - -- -..._ :\ � �. f d i I__i � - ;'--, �� .�1::� � �J .� i -� ,--, - , J I - � - r� �'� �. � � 7' ,_ --: � _ r � ,, �'� � .1i N S E 1 f'a. \ C.� S E ? v �i'� CY , t �-y-- 23.00 � SYMBOL SIZE - - - QUANTITY - '.� 81.22' �- : /'� �_� E i � L 18, © © � 0' PR POSED P.U.E. C, j - j �-1 C-. r- t . I - - r � � R 11.00 `\ ° � -1-i :I\d� �Y { � �; ,�; - j �..._ �-�I,� � �:✓p tl J� �.t.i j: t.. �t r, .....L� T �, :JI_.0-7�.,K 1 �n t � � ��.�L, C��?; 9 j-�A��E �0 g�00� __ CANOPY TREE 20.00 REAR SETBACK _ CONCRETE PAVED DRIVE _ ����,, �, TYP. 6" CURB PER \ � � \ 150 AND PARKING 21,.740 SO. FT B/CS UNIFIED PROPOSED WATER METER n � � � � ;�'� �.J � � � f \� f I._ - � �' 1 I I � _ ! L-. Y I PROPOSED 6°' PRIVATE SANITARY SEWER � GRADE STANDARD THOUGHOUT 23' PRO ED DRIVE �_ s PROPOSED 23.00 DRIVE TO' PROPOSED P.U.E. -� IN BUFFER 1.25" CALIPER 8c LARGER AS MEASURED ON EXISTING PVC CLEANOUT .TREE CREPE MERTLE LAGERSTROEMIA 56 14 IN 40 1680 14 NOT A SINGLE CANE OF NON -CANOPY TREE BUFFER 2°07'2 410 ' w . %t+r r; / W --- ,1,. / �; .v /� w �x / y; :v .< w _ j w YI ! tni .�� -... v� / 4V � .._.u. ;v j Jl '_ ;r �� • ... r .. N TAP EXISTING SEWER. LINE yr % v: •r �t Vl SAVANNA HOLLY 30 10 300 APPROX FL 300.5' PER BCS DETAIL S7-01. 6' PRIVACY FENCE �► 20' UTILITY EASEMENT BOXWOOD 85 CONTRACTOR SHALL NOTIFY OWNER 850 8c LARGER BUXES 72 HOURS PRIOR TO MAKING SANITARY REQUIREMENTS: 410 FT. ROW = 111' DRIVE AND VISIBILITY AREA = 299 LINEAR FEET OF RIGHT OF WAY (299' / 50) X 300 PTS = PTS SEWER CONNECTION :\ � �. f d i I__i � - ;'--, �� .�1::� � �J .� i -� ,--, - , J I - � - r� �'� �. � � <:` -';.....j ,_ --: � _ r � ,, �'� � .1i N S E 1 f'a. \ C.� S E ? v �i'� CY - t POINT CALCULATIONS �. SYMBOL SIZE _ NAME Bc QUANTITY , '.� �.: i ! \� \� Lr . : /'� �_� E i � L TYPE © VALUE COUNTED ,I C, j - j �-1 C-. r- t . I - - r � � -�_.._ IV�t..iL -; I -1-i :I\d� �Y { � �; ,�; - j �..._ �-�I,� J�. {-; �:✓p tl J� �.t.i j: t.. �t r, .....L� T �, :JI_.0-7�.,K 1 �n t � � ��.�L, C��?; 9 j-�A��E �0 GRADE PROP.OSED EXISTING SAN. SEWER CANOPY TREE 6' PR;VACY FENC-E. - __,_- _ - ����,, �, 2.0" - 3.4" CALIPER AS LIVE OAK TREE 10 150 D MEASURED 12" ABOVE PROPOSED WATER METER n � � � � ;�'� �.J � � � f \� f I._ - � �' 1 I I � _ ! L-. Y I PROPOSED TRANSFORMER GRADE CANOPY TREE PLANTED J , �� , �\ i�•f l u I %i V'>'i -� IN BUFFER 1.25" CALIPER 8c LARGER AS MEASURED ON .TREE CREPE MERTLE LAGERSTROEMIA BUFFER YARDS: WEST BUFFER YARD REQUIREMENT: 105.78' -7.5' ROW 1 CANOPY TREE PER 25 L.F. =98.28/25 = 4 CANOPY TREES 1 NON CANOPY TREE PER 15 L.F. = 98.28/15 LF = 7 NON -CANOPY TREES WEST BUFFER YARD PROVIDED: 4 CANOPY AND 7 NON CANOPY TREES EAST BUFFER YARD REQUIREMENT: _ 5 LF _ .100.77 25 = 5 CANOPY >TREES 1 CANOPY --TREE_ P_ER_2_ _ ___ _ _. / 1 NON CANOPY TREE PER 15 LF = 100.77/15 = 7 -NON CANOPY TREES EAST BUFFER YARD PROVIDED: 5 CANOPY TREES AND 7 NON -CANOPY TREES NOTES: 1) ALL LANDSCAPING SHALL BE IRRIGATED WITH AN IRRIGATION SYSTEM DESIGNED BY A LICENSED IRRIGATION PROFESSIONAL 2) ALL DISTURBED NON -BEDDED AREA SHALL BE COVERED WITH TIF. 419 SOD 3) IRRICATION. SYSTEM MUST BE .PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK. FLOW DEVICE, AND INSTALLED AS -PER CITY ORDINANCE 2394. ALL BACKFLOW DEVICES. MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER. CfTY ORDINANCE 2394. 4) PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION SHALL BE 100 COVERED WITH GROUNDCOVER; DECORATIVE PAVING, DECORATIVE NON -LOOSE ROCK, OR PERENNIAL GRASS �, 6' PRIVACY FENCE C' rti �-, i l-, �- �-1 n J �,) � O 4 � �:� , �f�.t� L. 1 �1 �,� o � j - �E�`�ERAI.:._ `.:;U��'F?EAI`I .. 0.00 LAND3EAPE- BUFFER �-� - II _ _ - - 85.21' _ �. ° � � I I I f R11.00 J/ ( V t [� � -- ° 1 0' P.U.E. 20' PROi�. P.U.E. �\ 12' �,/ 10' P.U.E. ,..� .� W � 'y`.' �.�___._--... Y1 / int _..---__-' VJ / 1+5,. ....___�__._...._ W � _�� - V� i V,� 12' I�<; E I T � �:_.. � i � t\;1 E T;I I -S �r ;� � `T N E•::. C � r �.1 � � � 1--5 &.: r EI�IZa�'.� T : II I~�1. C�E��/1E� ��� ��i�'AF�E T�H I��' � I_.� f� �:1`�T`� , � �• 1 � n ,.., i � % (� � - / i � - (-1 V �.i L . �.1 �.J i V 7 � t�, �.7 _ ! I � `� l..% I_..... `,� � � L.J , � A-l..l � .� >� - i}_ C��%i U �T i --- �A i��'i I LY E� - 4 i`�� U �T I - � �-`, I�/1 I i _�, STERLING HEIGHTS LANDSCAPE LEGEND KEY LANDSCAPE POINT CALCULATIONS SYMBOL SIZE NAME Bc QUANTITY POINT POINTS EASEMENT NEW/PROPOSED TYPE © VALUE COUNTED 3.5" CALIPER 8c LARGER SETBACK LIVE OAK TREE 6 300 1800 ° AS MEASURED 12" ABOVE PROPOSED WATER LINE QUERCUS VIRGINIANA � DUMPSTER _LOCATION GRADE PROP.OSED EXISTING SAN. SEWER CANOPY TREE 6' PR;VACY FENC-E. - __,_- _ - - - 2.0" - 3.4" CALIPER AS LIVE OAK TREE 10 150 D MEASURED 12" ABOVE PROPOSED WATER METER QUERCUS VIRGINIANA ALL PROPOSED TRANSFORMER GRADE CANOPY TREE PLANTED -Q- FIRE HYDRANT -� IN BUFFER 1.25" CALIPER 8c LARGER AS MEASURED ON .TREE CREPE MERTLE LAGERSTROEMIA 56 14 IN 40 1680 14 NOT A SINGLE CANE OF NON -CANOPY TREE BUFFER INCLUDED MULTI -TRUNK SPECIES � 5 GALLON SAVANNA HOLLY 30 10 300 8c LARGER ILEX X ATTENUATA �► 5 GALLON. BOXWOOD 85 10 850 8c LARGER BUXES STREET SCAPE REQUIREMENTS: 410 FT. ROW = 111' DRIVE AND VISIBILITY AREA = 299 LINEAR FEET OF RIGHT OF WAY (299' / 50) X 300 PTS = PTS .1794. REQUIRED: (299 / 32) = 10 CANOPY TREES = 20 NON CANOPY TREES PROVIDED: 20 NON CANOPY TREES .LOT REQUIREMENT: 40,837 SQ. FT. OF SITE AREA -1991 SQ. FT. OF BUFFER AREA 38,864 SQ. FT. (38,846 / .1000) X 30 POINTS = 1165 POINTS TOTAL POINTS REQUIRED: RIGHT OF WAY, POINTS + GENERAL. AREA POINTS = 1794+1165 = 2959 POINTS TOTAL POINTS PROVIDED: 4630 POINTS CANOPY TREE REQUIREMENT: 1 /2 X 2969 .POINTS = 1484.5 POINTS TOTAL CANOPY TREE POINTS PROVIDED = 5 EA. 3.5" CALIPER CANOPY TREES = 6 X 300- = 1800 POINTS BUFFER YARDS: WEST BUFFER YARD REQUIREMENT: 105.78' -7.5' ROW 1 CANOPY TREE PER 25 L.F. =98.28/25 = 4 CANOPY TREES 1 NON CANOPY TREE PER 15 L.F. = 98.28/15 LF = 7 NON -CANOPY TREES WEST BUFFER YARD PROVIDED: 4 CANOPY AND 7 NON CANOPY TREES EAST BUFFER YARD REQUIREMENT: _ 5 LF _ .100.77 25 = 5 CANOPY >TREES 1 CANOPY --TREE_ P_ER_2_ _ ___ _ _. / 1 NON CANOPY TREE PER 15 LF = 100.77/15 = 7 -NON CANOPY TREES EAST BUFFER YARD PROVIDED: 5 CANOPY TREES AND 7 NON -CANOPY TREES NOTES: 1) ALL LANDSCAPING SHALL BE IRRIGATED WITH AN IRRIGATION SYSTEM DESIGNED BY A LICENSED IRRIGATION PROFESSIONAL 2) ALL DISTURBED NON -BEDDED AREA SHALL BE COVERED WITH TIF. 419 SOD 3) IRRICATION. SYSTEM MUST BE .PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK. FLOW DEVICE, AND INSTALLED AS -PER CITY ORDINANCE 2394. ALL BACKFLOW DEVICES. MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER. CfTY ORDINANCE 2394. 4) PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION SHALL BE 100 COVERED WITH GROUNDCOVER; DECORATIVE PAVING, DECORATIVE NON -LOOSE ROCK, OR PERENNIAL GRASS �, 6' PRIVACY FENCE C' rti �-, i l-, �- �-1 n J �,) � O 4 � �:� , �f�.t� L. 1 �1 �,� o � j - �E�`�ERAI.:._ `.:;U��'F?EAI`I .. 0.00 LAND3EAPE- BUFFER �-� - II _ _ - - 85.21' _ �. ° � � I I I f R11.00 J/ ( V t [� � -- ° 1 0' P.U.E. 20' PROi�. P.U.E. �\ 12' �,/ 10' P.U.E. ,..� .� W � 'y`.' �.�___._--... Y1 / int _..---__-' VJ / 1+5,. ....___�__._...._ W � _�� - V� i V,� 12' I�<; E I T � �:_.. � i � t\;1 E T;I I -S �r ;� � `T N E•::. C � r �.1 � � � 1--5 &.: r EI�IZa�'.� T : II I~�1. C�E��/1E� ��� ��i�'AF�E T�H I��' � I_.� f� �:1`�T`� , � �• 1 � n ,.., i � % (� � - / i � - (-1 V �.i L . �.1 �.J i V 7 � t�, �.7 _ ! I � `� l..% I_..... `,� � � L.J , � A-l..l � .� >� - i}_ C��%i U �T i --- �A i��'i I LY E� - 4 i`�� U �T I - � �-`, I�/1 I i _�, Ct�l�F'�Ll�NC� JUL'�212015 COLLEGE STATLON DEVELOF'f�}ENT SERVICES PLAT FILE`}: __„- �`j. r THE BES BROW( �R OU P 3709 SWEETBRIAR DRIVE BRYAN, Texas 77802 979 739-2002 STERLING HEIGHTS LANDSCAPE ...PLAN STERLING HEIGHTS APARTMENTS 218 Sterling Street College Station,' Texas OWNED BY: OSCAR 'I PARD LIAN 727 Graham Road �I College Station, TX 77845 979-260-1200 ,. 5/l/2015 ARCH D. 1" = zo� �� l KEY PROPERTY LINE 0 INTERIOR PARKING COUNT EASEMENT NEW/PROPOSED © EXTERIOR PARKING .COUNT - - SETBACK j :14.9' ; DIMENSION. IN FEET w PROPOSED WATER LINE � DUMPSTER _LOCATION tr, j -t., -- PROP.OSED EXISTING SAN. SEWER 6' PR;VACY FENC-E. - __,_- _ - - - BUILDING/EAVE LINE --------- FIRE LANE PAINTED STRIPING -� PROPOSED WATER METER PROPOSED TRANSFORMER POWER POLE -Q- FIRE HYDRANT -� PROPOSED ISLAND AREA Ct�l�F'�Ll�NC� JUL'�212015 COLLEGE STATLON DEVELOF'f�}ENT SERVICES PLAT FILE`}: __„- �`j. r THE BES BROW( �R OU P 3709 SWEETBRIAR DRIVE BRYAN, Texas 77802 979 739-2002 STERLING HEIGHTS LANDSCAPE ...PLAN STERLING HEIGHTS APARTMENTS 218 Sterling Street College Station,' Texas OWNED BY: OSCAR 'I PARD LIAN 727 Graham Road �I College Station, TX 77845 979-260-1200 ,. 5/l/2015 ARCH D. 1" = zo� �� l