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Home My WebLink AboutDrawingsINTERIOR ISLANDS 3' y , TOTAL END ISLAND ADDITIONAL ISLAND ISLAND AREA INTERIOR JPS 13-299 AREA SX' REQUIRED S.F." ISLAND AREA 2.. PROVIDED S.F. 1 247 180 67 2 492 180 274 3 186. 180 6' - ADDITIONAL INTERIOR I , LANDSCAPE ISLAND PROVIDED := 385, SF (84 SF REQUIRED) ..._ ,, _ - % -� 11C rt l .. u�u�rY DEMAND .. 5 PU i r �~ 1 _. Q i E � 6 LIME STABILIZED 3 .. LIZED SUBGRADE . l o Ili1, ss3a 64 • �'� ._.._ .�•--. 'WATER R M ND ER EA SPACE `. .... PAVEMENT)�AS PCE EX NDS 2 OU..ate .• TE OUTSIDE THE EDGE: -0F �.�. : ... � ..: . _ _ � . I -0 GPM ADA _ „ �._. .. .. - SIGN :: * > ..., . �„ . \ _ X . 5 OR Iz S r- •._._ / AS HOWN ON -THE PAVEMENT P N _. _,. . . .. � LA , AVERAGE B OS TEXAS A A E 'IQ -GPM.. _ .. TEXAS. AND -� q .� _ `\c. .. _ -•r. 28 DAY STRENGTH 3500- , �.. =1� ` « S , . ._. � � .�•- { PSS �-w MAXIMUM PEAK ..:.. • \, - D L P ca � ) ,�..�•v ;�--� � :w.M (PEAK) 40 -GPM VE O IVIENT, C. -` ,, 24 *: - , PAVEMENT 4 REBAR' ®18 O.C.E.W. # DOMESTIC LOT 4R � � ES WATER METER • .!• - : -. 5 PAVEMENT 4 REBAR t #8 O.C.E. . BLOCK S: i i W \. ..... ... \ CONCRETE _ ETE PAVEMENT SHALL B O '� ._._ \ E CONSTRUCTED PER ACRES .� w _ _ ,• .• 20#2 CITY OF BRYAN/COLLEGE � SANITARY SEWER DEMANTH D : .. .. .. \ � ONEDGC .� _ N COLLEGE STATION STANDARD' A R MA z : . ..... s R SE ` SPECIFICATIONS. PER LEA SPACE 0 .- I ( 1 90� O 34` F WATER. DEMAND M N. ., „6 30 MIN: 5 { « EXISTING GAS TINE � ✓ r _ G S .. -r. / AVERAGE . - - 9 GPM PM 1N s .. .. _ •-► ✓ r 1 , � _ f : -moi 6 TYPICAL CON CRE C CRS 'I'.0 PASTING S� ON - ., ...._. .: \ _ MAXIMUM PEAK 36 GPM. } _ • .. ... w t.. •,_, .,.t. .- .c ::S. .- �. \ �- '�._mow. , `.. '. vt"n 1 a _ -•.. -.... ...:- .. , _�•-...-- <. „� - -, ... . _ SANT A Y SEWER LINE 58UILDING ; iO4%TM1NSETBACK A _�� I�_� .��SLOPE NOPb,�TURE U ITS = $4 z `:. .. _\ , �. ... _. ••,. c L] s 1 86 NS F ,�- --_- ..., - - - R; _ _q, #. THE SIGN PE SLOPE. OK ISLAND CUT 3Y i8 IN HEIGHT WIDEJAN: 2 AND BE.. MOUNTED _IN 2014 TLocATIaN SHOWN. - .2 �1� XTU E UNITS ALLOWED CURBDEVEs 81 014 HALTBE PAINTED VICINITY- 2 3 1 RGATION Z SIGN S h3 EC _. : iL Curve Table CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 66.36' "100.00' 03B'01'15' 34.45' 85.15` NB2'37'23'E C2 182.17' 710.00' 014'42'03` 91.59' 181.67' N79'2059'W ON t.. .,� < 1MFf TE BACKGROUND ... A _.. SLEEVES TYP. , - . � . WE7H SYMBOLS,LETTERS ANDMILLb VAHr%.,. BUILDING 1 BORDER IN FRED. _ � rn _3• SI S ,� GN HALL.. ,COMPLY O Afit�fO .v,. _...... ..7H THE CoCS _ - ..• `'`�� - W! FERE - -. G _ \ ` S 0? SERVICE S £RVI E TANDARDS. b ». . _ �`..._ - :..: ••- - •. .• -. -� � ""�-,..r� `�F' _//T' --._ �. `:_ - �_Y _ _ � TnT A I A CC A - A C.n A nlnCn F, s I .116 a SURVEYED EXISTING= GUTTER . 3' y , APPROVED JOB NO. DATE EXIS71NO PVML DLD DLD' JPS 13-299 JAN. -2014 2.. EXISTING BASE 3' RISE RIVEWAY JRON SHALL BE IN. 8' (28 -DAY CONCRETE STRENGTH a 3500 PSI) W/ 4 DEFORMED TIE BAR RMIs" BARS 07'18' O.C.E.W.' ASPHALT 4 X D.C. APRONS W/O CURB do GUTTER FOR TANG NEW CONCRETE 11) EXISTING: SHALL BE ALLOWED ON OPEN DITCHED STREET SECTIONS ONLY. CONCRETE PVMT. ONLY. STCTION A -A ..._ ,, _ - % -� 11C rt l .. u�u�rY DEMAND .. 5 PU i r �~ 1 _. Q i E � 6 LIME STABILIZED 3 .. LIZED SUBGRADE . l o Ili1, ss3a 64 • �'� ._.._ .�•--. 'WATER R M ND ER EA SPACE `. .... PAVEMENT)�AS PCE EX NDS 2 OU..ate .• TE OUTSIDE THE EDGE: -0F �.�. : ... � ..: . _ _ � . I -0 GPM ADA _ „ �._. .. .. - SIGN :: * > ..., . �„ . \ _ X . 5 OR Iz S r- •._._ / AS HOWN ON -THE PAVEMENT P N _. _,. . . .. � LA , AVERAGE B OS TEXAS A A E 'IQ -GPM.. _ .. TEXAS. AND -� q .� _ `\c. .. _ -•r. 28 DAY STRENGTH 3500- , �.. =1� ` « S , . ._. � � .�•- { PSS �-w MAXIMUM PEAK ..:.. • \, - D L P ca � ) ,�..�•v ;�--� � :w.M (PEAK) 40 -GPM VE O IVIENT, C. -` ,, 24 *: - , PAVEMENT 4 REBAR' ®18 O.C.E.W. # DOMESTIC LOT 4R � � ES WATER METER • .!• - : -. 5 PAVEMENT 4 REBAR t #8 O.C.E. . BLOCK S: i i W \. ..... ... \ CONCRETE _ ETE PAVEMENT SHALL B O '� ._._ \ E CONSTRUCTED PER ACRES .� w _ _ ,• .• 20#2 CITY OF BRYAN/COLLEGE � SANITARY SEWER DEMANTH D : .. .. .. \ � ONEDGC .� _ N COLLEGE STATION STANDARD' A R MA z : . ..... s R SE ` SPECIFICATIONS. PER LEA SPACE 0 .- I ( 1 90� O 34` F WATER. DEMAND M N. ., „6 30 MIN: 5 { « EXISTING GAS TINE � ✓ r _ G S .. -r. / AVERAGE . - - 9 GPM PM 1N s .. .. _ •-► ✓ r 1 , � _ f : -moi 6 TYPICAL CON CRE C CRS 'I'.0 PASTING S� ON - ., ...._. .: \ _ MAXIMUM PEAK 36 GPM. } _ • .. ... w t.. •,_, .,.t. .- .c ::S. .- �. \ �- '�._mow. , `.. '. vt"n 1 a _ -•.. -.... ...:- .. , _�•-...-- <. „� - -, ... . _ SANT A Y SEWER LINE 58UILDING ; iO4%TM1NSETBACK A _�� I�_� .��SLOPE NOPb,�TURE U ITS = $4 z `:. .. _\ , �. ... _. ••,. c L] s 1 86 NS F ,�- --_- ..., - - - R; _ _q, #. THE SIGN PE SLOPE. OK ISLAND CUT 3Y i8 IN HEIGHT WIDEJAN: 2 AND BE.. MOUNTED _IN 2014 TLocATIaN SHOWN. - .2 �1� XTU E UNITS ALLOWED CURBDEVEs 81 014 HALTBE PAINTED VICINITY- 2 3 1 RGATION Z SIGN S h3 EC _. : iL Curve Table CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 66.36' "100.00' 03B'01'15' 34.45' 85.15` NB2'37'23'E C2 182.17' 710.00' 014'42'03` 91.59' 181.67' N79'2059'W ON t.. .,� < 1MFf TE BACKGROUND ... A _.. SLEEVES TYP. , - . � . WE7H SYMBOLS,LETTERS ANDMILLb VAHr%.,. BUILDING 1 BORDER IN FRED. _ � rn _3• SI S ,� GN HALL.. ,COMPLY O Afit�fO .v,. _...... ..7H THE CoCS _ - ..• `'`�� - W! FERE - -. G _ \ ` S 0? SERVICE S £RVI E TANDARDS. b ». . _ �`..._ - :..: ••- - •. .• -. -� � ""�-,..r� `�F' _//T' --._ �. `:_ - �_Y _ _ � TnT A I A CC A - A C.n A nlnCn F, s I .116 a SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD' JPS 13-299 JAN. -2014 2 2.. "I ppy � 0-0-1 6 Oj � po � 55 -S-8 -8 2 - 3' IRRIGATION SLEEVES (TYP.) ON& % &711 z R, A % 44 o- (� ` 6 ° // �" / ` BRAZOS TEXAS LAND DEVELOPMENT, LLC. LOT 5R. BLOCK 0.72 ACRES ZONED GC 10 5 0 10 SCALE IN FEET V W d w A LIMITS OF DISTURBANCE JUNIPER - - - - - - - - - -- \ > _V < Z /�// \\/ .111SROPO\SED 1 STO y BUILDING FF = 309.00' \,•>( 4,999 SF 18' MAX EAVE � Ile HEIGHT GREENS PRAIRIE OVERLAY DISTRICT BOUNDARY el V I -e > cr !mIng, m. �o v 4%9_ - - ; ......... GAS GAS GAS GAS GAS GAS - GAS GAS GAS ---- GAS AS ARRINGTON ROAD 80'R.O.W. _1w VOL. 8830/PG. 64 SL,-%;hultz Engineering, LLUD 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS F 13-299 REV. APRIL 2014 RK BUILDING I MILLS PA MILLS PARK AT CAPROCK CROSSING GREENS PRAIRIE CENTER, PHASE 2A LOT 4R., BLOCK 5 - COLLEGE STATION., TX PANTING LEGEND LAN DSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS ( D 3.5" OR LARGER CAL LIVE OAK (Quercus virginiana) 3 300 900 virginlana) CANOPY� 600 CANOPY 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) 4 40 160 1 00 F+c-.e0-cj-) I NON -CANOPY 1.25" CAL agerstoemia indica) 4 160 SEA GREEN YAUPON NON -CANOPY TOTAL STREETSCAPE: (Ilex Vomitoria Alton) 760 14 f TREE gyp 5 GAL. ORW 10 47(f YAUPON ' (ILEX VOMITORIA ITON) SHURB 6%8" GAL. EXISTING CANOPY TREE 4 400 1600 TOTAL: 3130 STREETSCAPE SCREENING QUANTITY TOTAL POINTS TREES QUANTITY TOTAL POINTS LIVE OAK G5 GAL. 2.1 -3.4" CAL (Z:luercus virginlana) 4 600 CANOPY SHURB CREPE MYRTLE 1 00 F+c-.e0-cj-) I 1.25" CAL agerstoemia indica) 4 160 NON -CANOPY TOTAL STREETSCAPE: 760 NOTE: 2 NON -CANOPY TREES COUNT AS I CANOPY TREE ADDITIONAL SCREENING QUANTITY TOTAL POINTS G5 GAL. SE, (Juhiperus k GREEN JUNIPER x pftedana) 9 SHURB 1 00 F+c-.e0-cj-) I LMEND IRRIGATION SLEEVES 2-3" PVC PIPES POINTS PER PROJECT AREA: 1 25,700.4 SQUARE FEET OF SITE AREA 25,700.4 SF / 1,000 = 25.7 25.7 x 30 771 POINTS X 2 (OVERLAY) = 1,542 ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ((182)/50) 300 POINTS = 1,092 POINTS TOTAL POINTS R_EQUIRED: 1,542 + 1,092 = 2,634 POINTS TOTAL POINTS PROPOSED: 4-,250 POINTS (3,100 POINTS FROM CANOPY TREES = 73%) ,53 -3450 RRINGTON ROAD STREETSCAPE: CANOPY TREES (11 PER 32'): 182 / 32' = 6 CANOPY TREES REQUIRED CANOPY TREES PROVIDED 4 NON—CANOPY TREES PROVIDED* 2 NON—CANOP`j TREES COUNT AS 1 CANOPY TREE GENERAL NOTE: I 100% COVERAGE OF GRjUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPAN CY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER 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. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. REVIEWED FOP MARK LOCATION WITH SIDEWALK OR PATH COMPI 101roF 1. GALVANIZED WHERE APPLICABLE CARRIAGE BOLT %" INSTALL DEC 05 2014 X 2'0 BOLT IN - I /WALK 001.1.i QI_ J Ira 1- '14 4 DEVELOPMENT SERVICES PLAT FILED. T_5 /XX EXTEND END 18 . BEYOND CONCRETE AND TAPE BOTH ENDS LA ND S A rPE PLA a om%o anninn Fle 3" SCH 40 PVC PIPE 12" BELOW TAM OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-299 SHEET I®