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PARKI *180 SF � ! 1! -� II-I� ! 1I lit '•`..,� """'•- — ISLAND � 1 --_w-12 -12 —W -i2 —N�2r 14' T7'E -� 1110.25' - �: --------------------- -----.•------.----.--------------------------------------- � N/F ` -� •.,I 292-- -293- INLET PROTECTION _ 19 « 9' PARKING SPACES INLET PROT "T DN I l„ \\� 1t it . _ yy �� ys 3+ J-8\ 20 HANDICAP ACES 8 S-8 �� r a� ' J \ \\ ! (til -l1 �\ --- ___Z . 295- 294- I , N P, YEMEN .>• INLET CONSTRUCTN �' 1 ENT V . � O" UNE \� S-10------5'TO 14, - _ NDC t w-12 w-12 w-12 W-12 w-12 - - 12 WATERLINE ru 1 fl 1 1O" SEWER LINE- INLET INE l II 1 INLET PROTECTION DEACON DRIVE WEST 12' WATERLINE 3 t tl t 85' RIGHT-OF-WAY I!!1 i °f 12' SEWER LINE- r, METAL T -POST OR, WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART 4 OVERHEAD ELECTRICAL f— , 2-X4' WIRE MESH (OPTIONAL) FASTENED TO T -POST OR WOODEN STAKE ,-__-FSEDIMENT CONTROL FABRIC ASTENED SECURELY TO T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH 4" '87 OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL IREC� fl OW 2D" 4"X4" MIN. TRENCH4 l� ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO SILT FENCE ASSEMBLY ACCUMULATE. ALIGN FENCE MTS. ALONG SLOPE CONTOURS. 1 SILT CONSTRUCTION EXIT ;?t;INLET PROTECTION ON R� .�� �3. , �--•--�• � `i -T1' it-IE..L_, •--- �- 2ss mss'-' - ,' •.-~'I _.._- i # s _ _ - - -- - — - - "'rte. Il It l.: --, -- _ PARICNNG 7 SPAtrES _. 4 T c r _ -i �`" 297 PAR ST �■298--• N 7 �• 9' PARKING SPACES 1 SF KING IST AN0 11 *357 SF 7 9' PARKING SPACES PARKING SLANQ 1 9. *357 SF a, NLET.-PROTECTION SLAND 1 `� ~--_ ST ST --- -/ IST -�1{rl.. 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SEG7'IONAA SUBGRADE RPESERVED 12'x1$' REFLECTIVE FINISH METAL SIGN - ~- -• CONSTRUCTION EXIT SILT CONTROL L 3" 2 z9' 'REFLEC7NE FINISH MEN'AL SIGN ' GRAVEL BAG #3 BARS tri 2x2 GALVANIZED` STEEL TUBE COLUMN GRAVEL BAG ►. SET IN CONCRETE FOOTING. PROVIDE r GALVANIZED STEEL CAP WELDED TO N TOP OF TUBE. -PAINT TUBE AND CAP. � b" �; CROSS SECTION 1 1 LJ 1. ALL CHARACTERS MUST BE 60' NOTE: I MlNftulliM ABOVE GRADE OR SIDEWALK. •-� TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN ' RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET ADA SIGN DETAIL OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC -E CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. 4" * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRA 'l INLET PROTECTION N.T.S. . THE SEAL APPEARING ON THIS Schultz Engineering, LLC JOSEPH DOCUMENT AUTHORIZED LICENSE I EN E 2730 r Long mire Suite A NO. 65889 ON APRIL 24, 2014. College'Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR QLD DLD JPS 13-275 APRIL 2014 JOSEPH P. SCHULTZ V_ 44-fft FIRM # 12327 SCHULTZ ENGINEERING, LLC PLAN VIEW 4" I{ KTCNI 10" -moi END VIEW iV— #3 13ARS 50 -4 - LONGITUDINAL SECTION M HEEL STOP DETAIL N.T.S. BARRACKS II RECREATION CENTER BUILDING PHASE 7 BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 -COLLEGE STATION, TX I - NOT TO SCALE VICINITY MAP OVERALL SITE & EROSION CONTROL PLAN SHEET > BARRACKS II RECREATION CENTER BUILDING PHASE 1 BARRACKS If SUBDMS10N PHASE 300 LOT % 81-= 28 Ra ACIMS VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' APRIL 2014 OWNER/DEVELOPER: SURVEYOR: HEATH PHIWPS INVESTMENT, LLC K£RR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN. TX 77881 BRYAN, TX 77803 (979) 229-5906 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION. TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1. j FILE NAME: 13-275 SHEET -3 —2Z N/F HEATH PHILLIPS INVESTMENTS, LLC TRACT 19, 29.175 ACRES ZONED R 20' PUE ,1209/184 S47 W VV — fi13526 I 15' PUI t F �• t i s F arl 't 71i F >ilGl t t qtr / -- �` 11814/267 —�,•--. _yc c— -_ _ a r . _ _ �. � .w _ r- — ,. ��-�--..r--3d. 0 -' � - t— -..^ "��`{--""'-r — � �--_ z9s _SIkT FENCE -300 299— --I - — --- �\ _ �_ —298— t — /�'�"'- ST ST -�}�� �` J � - i ' �- -- ;1'`` y 297 297 296�! ` ' t /� - �\` — -295 X23°6 — — - ^- . \ `�— I �f, 299 2-- g-- fir- ` '� f f' z94— — `�. \ \ 40 PARKI 300 I / `I-'' �. 293— — -- — \\\ ` `� �40 20 0 ISLAND --- `� ' za0 sF v� N 30z 301 t r, 1 �,C% 2s2— y . \\\ \\\ ` SCALE IN FEET 'PIs a Mr t ! i'-- �, — ---^-291-- �rRI�S t �, , \ / ,��?$�--290 ( UMPSTER PAD , PA KING t WITH ENCLOSURE FF 303.5 r ISLAND 3 86S6:�--a \ 6AD1N \ ` P I ! 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T [IST i —� 299D 10 7 - 9PARK SPACES [ST SLll IT \ 180SS—300— 10 W-12 12 W-12 W-12 W-12 Y-12 12 W 12 N/F ------ ------------------------------------------------------------------ -----___---_____________________•___ __ WATERLINE HEATH PHILLIPS INV ESTMENTS LLC TRACT 46, 87.602 ACRES 15 PUt 9627/73 DEACON W 10' SEWER LIN INLET PROTECnON 11209/184 ZONED PDD 12WATERUNE INLET PROTECTION 6" MIN. DEPTH STONE VARIES85' RIGHT-OF-WAY (ASTM DaaB, TO T 5" DIAMETER) -OVER TO}00 ~-- ' - (� REVIEWED 12' SEWER LINE GEOTEXTILE FABRIC WITH SAME SOUARa U Curve Table FOOTAGE. CURVE LENGTH RADIUS DTANGENT CHORD CHORD DIRECTION COMPLIANCE i2 S- C1 39.27' 25.00' 35.36NOT 5.43-W 9 f e / OVERHEAD ELECTRICAL LINES 204 EXISTING STREET _ b --�-- --MINIMUM 12' SHALL BE FULL APR 25 %'`I I AE E WIDTH OF' SITE ENTRANCE CC�LL�:.��. � L N � 1P°'9e 1'l�N 6" MIN. NOTE. _ DEVELOPMENT ERVICES DRESS WITH AS NEEDED, STONE O IS TO BE WHEEL STOPS SHALL BE PAINTED YELLOW - ` ALL WHEEL STOPS SHALL BE CONCRETE MAINTAINED METAL T -POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART 4"X4" MIN. 2"X4" WIRE MESH (OPTIONAL) FASTENED TO T -POST OR WOODEN STAKE � SEDIMENT CONTROL FABRIC -FASTENED SECURELY TO T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH 8`" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL DiRECOFt FLOW �\ 4. i�ltYr'"lj 20" SILT FFNTCE ASSEMBLY N.T.S. 'ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. GEOTEx-nI F SO AS TO PREVENT FABRIC FROM TRACKING MUD ONTO 6'-0" ,• ADJACENT PUBLIC STREETS. SUBGRADE BARRACKS II SECnONd �1 'EARKINm 12 z18' REFLECTIVE FINISH METAL SIGN --- '— —• VI /CONSTRUCTION EXIT SILT CONTROL MAP RECREATION CENTER 4 NTS. 3" 2'x9' .Rt F1 fCTNE FINISH METAL SIGN 6 i) r 1 _ GALVANIZED#3 BAR GRAVEL BAG 77 ► F FOOTING.SET IN CONCRETE • ► .f GALVANMED STEEL CAP WELDED TO OF ►CNI CROSS SECTION I. ALL CHARACTERS MUSE BE fi0' NOTE: MINIMUM ABOVE GRADE OR SIDEWALK. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC - ADA SIGN DETAIL M,.& CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. 4" j * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION x:rs. . THE SEAL APPEARING ON THIS Schultz Engineering, LLC JOSEPH P TSC U TZ, PEZFLICENSE EN E 2730 0 NO. 65889 ON APRIL 24 ngmlT'e, Suite A .2014. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 APRIL 2014 *............. ..... : *, JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC PLAN VIEW 4" ryjjj*t�1 d- • 10- Li END VIEW _,,V--- #3 13ARS 5'-4" LONGITUDINAL SECTION MgfF JL STOP DETAIL N.T.S. BARRACKS II RECREATION CENTER BUILDING PHASE 7 BARRACKS II SUBDIVISION — PH 300 LOT > BLOCK 28 —COLLEGE STATION, TX r� 1 • BARRACKS 11 8UBDMSION' PHASE 300 LOT t BLOCK 28 IM • `"` VOL+! . CRAWFORD BURNETT LEAGUE, A-7 COLLIEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' APRIL 2014 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN, TX 77881 BRYAN, TX 77803 rirrrrr� !lam �j� �I ► . (979) 268-3195 ♦`'SCHULTZ ENGINEERING. • : • • ►+ OVERALL SITE & EROSION CONTROL PLAN SHEET > OF 2 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1: j FILE NAME: 13-275 N/F HEATH PHILLIPS INVESTMENTS LLC. TRACT 19, 29.175 ACRES 11623/227 ZONED A-0 30 15 0 30 f SCALE 1N FEET Schultz Engineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED DLD DLD JPS SURVEYED KERR JOB NO. DATE 13-275 APRIL 2414 BARRACKS II RECREATION CENTER BUILDING PHASE 7 BARRACKS IT SUBDIVISION — PH 300 LOT 1 BLOCK 28 —COLLEGE STATION, TX PLAN ZING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS LIVE OAK > 3.5" CAL (D > 3.5" CAL (Quercus virgimana) 2400 22 300 6600 CANOPY CANOPY CREPE MYRTLE CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 14 560 1.25" CAL (Lagerstoemia indica) 40 40 1600 TOTAL STREETSCAPE: NON -CANOPY 2960 NOTE: 2NON-CANOPY TREES COUNT AS 1 CANOPY TREE WAXLEAF LIGUSTRUM 5 GAL. (Ligustrum japonicum) 65 10 650 SHRUB F_ TOTAL: 8850 STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK > 3.5" CAL (Quercus virginiana) 8 2400 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 14 560 NON -CANOPY TOTAL STREETSCAPE: 2960 NOTE: 2NON-CANOPY TREES COUNT AS 1 CANOPY TREE ERAL NOTE: o COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, ORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS UIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, PARKING LOT SETBACK, RIGHTS -QF VI AY, AND ADJACENT PERTY DISTURBED DURING CONSTRUCTION. .i DATION SYSTEM NOTES: TOTAL _ F AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHICK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. i it LEGEND IRRIGATION SLEEVES 2-3" PVC PIPES & 1 M 2" ELECTRICAL SLEEVE SITE DEVELOPMENT AREA POINTS PER PROJECT AREA: 145,428 SQUARE FEET OF SITE AREA 145,354 SF / 1,000 = 146 146 x 30 = 4,380 POINTS * 2 (BUILDING >2.000 SF) = 8,760 POINTS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ((381'-40')/50) x 300 POINTS = 2,046 POINTS TOTAL POINTS REQUIRED: 8,760 + 2,046 = 10,806 POINTS TS PROPOSED: Y11.810POINTS (9,000 POINTS FROM- CANOPY TREES =- 7( DEACON DRIVE WEST STREETSCAPE: CANOPY TREES (1 PER 32'): 344' = 11 CANOPY TREES REQUIRED 6 CANOPY TREES PROVIDED 10 NON—CANOPY TREES PROVIDED* * 2 NON -CANOPY TREES COUNT AS i CANOPY TREE v 1 FOR A P 5 21-3 14 DEVELOPME e SERVICES PLAN' FILED: SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 SHEET L I IS -25) Gc�1251f4 t' 00 N - -310--- EXISTING CONTOUR 310 EXISTING CONTOUR TILL= 11I111=� [Til= �Illl�Il � I1i111 �� 1111 PROPERTY BOUNDARY _C_� 111111��111111� �Illl�ll�l 111111==111 I�[11� L�>E •:111111 ROW LINE ACCESSIBLE 72D 112 EDGE OF PAVEMENT LINE IMill ROUTE LOT LINE 217 --- --- PUBLIC UTILITY EASEMENT LINE - - PROPOSED PUBLIC ACCESS EASEMENT S-$ EXISTING SANITARY SEWER LINE W-8 EXISTING WATERLINE - ST ST ---- EXISTING STORM SEWER S-12 PROPOSED SANITARY SEWER LINE W-8 PROPOSED WATER LINE n a� - . a SIDEWALK 0 SANITARY SEWER MANHOLE THE DISTURBED AREA FOR TI -11S PROJECT IS 3.34 ACRES (145,354 SE). EXisnNG SIDEWALK THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION I: REWIRED.DIG PROPOSED BUILDING LIMITS OF DISTURBANCE a r* w r• ACCESSIBLE ROUTE i m H TEMPORARY 1 STANDARD CURB 1 I I LIMITS OF DISTURBANCE� I � / 20 10 0 20� SCALE IN FEET f UTILITY DEMAND #1 IESTAURW. KIiC W BAR, BFE WRY WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 25 GPM MAXIMUM (PEAK) 100 GPM 1.5" DOMESTIC' WATER METER FOR EACH TENANT SANITARY SEWER DEMAND ® 90% OF WATER DEMAND) AVERAGE 22.5 GPM MAXIMUM (PEAK) 90 GPM 6" SANITARY SEWER UNE ® 1.04% MIN. SLOPE FIXTURE UNITS = 375 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK O 0 UTILRY DEMAND #2 Ofl9411I LEASE SPACE, MODEM ARCADE WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 25 GPM MAXIMUM (PEAK) 100 GPM 1.5" DOMESTIC WATER METER FOR EACH TENANT SANITARY SEWER DEMAND ® 909.1 OF WATER DEMAND) AVERAGE 22.5 GPM MAXIMUM (PEAK) 90 GPM 6" SANITARY SEWER LINE 01-047. MIN. SLOPE FIXTURE UNITS = 375 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK 6' CJC VARIES ��- 6iW • =04 BARS TEMPORARY CURB DETAIL N.T.S. z ► INTERIOR ISLANDS =111111=TI1111�� �mr'- 11.-� 11� 1111; SITE TILL= 11I111=� [Til= �Illl�Il � I1i111 �� 1111 rl _C_� 111111��111111� �Illl�ll�l 111111==111 I�[11� L�>E •:111111 :111111= ACCESSIBLE 72D 112 ISLAND 9 „ *518 IMill ROUTE ADA SIGNS 217 Ian �III� ilii 1. THE OWNER OF THE PROPERTY IS HEATH PHILLIPS ILLIPS INVESTMENT, LLC. THE SU JECT PROPERTY IS SUBDIVISION - PHASE 300. PROPERTY IS ZD MBER POD ORDINANCE NU LOT 1, BLOCK 28 OF BARRACKS It I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXA61 24" 0 1438 8 1 IRRIGATION) NOTE ALL CURBS S" IN HEIGHT INTERIOR ISLANDS SIDEWALK I i SITE FIC NOTES: rl GENERAL NOTES: UNLESS NOTED OTHERWISE 2 ACCESSIBLE 72D 112 ISLAND 9 „ *518 866 ROUTE ADA SIGNS 217 3 WA70 M 1. THE OWNER OF THE PROPERTY IS HEATH PHILLIPS ILLIPS INVESTMENT, LLC. THE SU JECT PROPERTY IS SUBDIVISION - PHASE 300. PROPERTY IS ZD MBER POD ORDINANCE NU LOT 1, BLOCK 28 OF BARRACKS It I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXA61 24" 0 1438 8 1 IRRIGATION) 0 924 /TEXSTING 12" LOCATION OF ALL EXISTING UNDERGROUND IITiLTTIES. NOTIFICATION t 1/4'R 15" I WATERLINE 180 163 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 4.207 SF (984 SF REQUIRES) 2. THE DISTURBED AREA FOR TI -11S PROJECT IS 3.34 ACRES (145,354 SE). . • THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION I: REWIRED.DIG Mir rfi•§!!w M•1�t.iM � 1•�� 3. REFER TT) GRADING PLAN FOR PROPOSED CONTOURS.7 TESS- . (800) 344-8377 ATMOS ENERGY. FIRE HYDRANT PARKING *924 SF t; *924 7 = 3"R 3•R 1 " 1/4 R 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN d- DRAINAGE REPORT SUDDEN LINK COMMUNICATIONS: (979) 595-979) �9 VERiZON: (979) 821-4770 4 FIRE LINE S. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE �E do tRR{GATTON PLANS. 2. IT i5 THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER S 12" -PARKING " ` 6. THE tRRiGATTON SYSTEM MUST' BE APPROVID;AND INSTALLED PRIOR TO G.O. MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT'SCFE. THIS INCLUDES THE INSTALLATION ISLAND 6 7. TRAFFIC IMPACT- ANALYSIS WAS PROVIDED EOR THE ENTIRE SITE OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 2 SE 2 3" 3" 3 2" �L PARKING S. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLt}OD INSURANCE RACE MAPS FOR 3• THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAfNTAiNING a PARKING ISLAND 14 ISLAND 13 BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY N0. 480083. PANEL NO. 305E, DATE: MAY 16. 2012. MAP NO. 4804IC35OF EFFECTNE THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/• Isc - - *343 SF *180 SF 9. ALT. RADII AND DISTANCES - OR MORE- THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ;0, THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION 4 » 9' PARKING SPACES w� f+ a0 2 - V HANDICAP SPACES ARE MEASURID IC THE BACK OF CURB UNLESS OIHERHISE NOTED. OF 7HI 2 » Zr IRRIGATION UMPSTER PAD yt�S ¢ EXISTING AND ENCLOSURE jt[1 PROJECT. 2" WATERtiNE to 10. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS CURB CURES 14 » W PARKING SPACES 4. THE CONTRACTOR IS REWIRED TO MAINTAIN THE TPOES GENERAL '- #4 BARS PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES p 11. Ali UTILITY LINES (WATER. GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE BIKE RACK DETAIL 0 = 3/4" X 18" SMOOTHn � eRECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED iIl NTs EXPANSION DOWELS " ' N AND/OR ABOVE GROUND FIELD EVIDENCE MOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMUL.CNING AND TYPICAL CURB DETAII, .• 12 PROPOSED SIGNS SHALLBE PERMITTED SEP'ARATEtY IN ACCORDANCE WITH THE LIDO. SEEDING ALL DISTURBED AREAS. N.T.S.S. ALL CONSTRUC71ON SHALL BE IN ACCORDANCE WITH THE 2012 CITE' T3. ALL ELECTRICAL IMPROVEMENTS SHALT BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DtiAlt CSU ELECTRICAL CONTACT: ELECTRIC PROJECT COORDINATOR FOR WATER. STEEL REINFORCING BARS * "� 1- ELECTRICAL DESIGN FOR BARRACKS It RECREATION CENTER PROJECT: °O a ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CONCRETE PAVEMENT I rn y CITY OF COLLEGE STATION UTILITIES CITY ENGINEER'S OFFICE 979-764-6314 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR X �j 19' 14. ANY EXPOSED Ct3NCRETE OVER 6" IN HEIGHT Witt 8E SCREENED E ROM VIEW OR TftEA7ED TO LOOK 1JK£ A STONE, BRICK, OR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMEN75: A e a y OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR. INCLUDING THE DETENTION POND OUTLET STRUCTURE , 8. 111E CONTRACTOR SHALL REMOVE TTRIr EROSION CONTROL MEASLIR[5 - X__ _X/M - . 15. THE MINIMUM REQUIRED FI! FLOW FOR A COMMERCIAL BUILDING !BC TYPE 118 OF 31,677 SF LS 3,75Q GALLONS PER MINUTE THE ONCE GRASS IS ESTABLISHED. t BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 5O% (1.875 GPM). TWO FIRE HYDRANTS ARE 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING REQUIRED AND IS PROPOSED. INLETS ADJACENT TO THE PROJECT' SITE " LIME STABILIZED SUBGRADE °0 1n 16. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE FINAL PLAT AND THE CITY OF COLLEGE STATION UNIFIED 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) DD a: N a, DEVELOPMENT ORDINANCE * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN I C-3 LIGHT COMMERCIAL STANDARDS: 11• EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS 1 * " " FRONT SETBACK: 25 FEET SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE THE LIGHT 6 PAVEMENT - #4 REBAR ®18 O.C.E.W. K- SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND Nd * " " In REAR SETBACK: 15 FEET FIXTURE SHALL DIRECTLY PROJECT LIGHT 5 PAVEMENT - #4 REBAR @ 18 O.C.E.W. / n ' SIDE SETBACK: 7.5 FEET * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER u ' STREET SIDE SETBACK: 15 FEET HORIZONTALLY. FIXTURES WILL BE MOUNTED 1N SUCH A MANNER THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL. BE 2012 CITY OF BRYAN/COLLEGE STATION STAN ARD a '. 17. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF SPECIFICATIONS. ` a_ OD I j VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 154 OF THE SUBJECT LOT, MEASURED FROM A POINT OCCUPANCY. / PARKING 5 FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARC197ECTURE AND SCALE TO MAINTAIN A ISLAND 12 UNIFIED APPEARANCE TYPICAL CONCRETE PAVING SECTIO�t vI *357 SF 12. OCOMMON WNERS' AREAS WILL BE OWNED AND MAINTAINED BY THE HOME 22TS 18. THE DUMPSTER ENCLOSURE SHALL. BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAL DETAILS. THE DUMPSTER AREA D° F- SHALL BE 24 x 12' NOT INCLUDING ANY BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION Cn WITHIN THE UTILITY EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE _ ¢1 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A e CLEARANCE FOR CURB SHALL BE PROV1DEd. 12 G SIDEWALK vm n a � v t 20. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE UD SHALL SUPPLY THE SAME ern in I PROTECitON AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE UD SHALL BE APPROVED BY COLLEGE z I I STATION UTILITIES OR HIS DESIGNEE a- a °' ° e• ' D'e ° °' ¢U ( ! 21. REFER TO MEP PLANS AND SPECIFICATIONS ON BUILDING REQUIREMENTS FOR BACKFLOW PREVENTION AND PRESSURE REDUCING / n D n n a'•, n, ; .. A ( VALVES. - .in .' •. ..n .: F- EEE Z2 N 22. THE PROPOSED BUILDING IS A MULTI -USE RECREATION FACILITY WITH USES IN COMPLIANCE WITH THE PDD. ° °JN I u 23. THE FOLLOWING OPERATIONAL RESTRICTIONS SHALL BE IMPOSED ON THE RECREATIONAL FACILITY AND ITS RELATED FACIIJTLES: 4 a ' fn *HOURS OF OPERATION FOR THE CABLE WAKE BOARD SIU FACILITY SHALL BE NO EARLIER THAN 8:00 A.M. AND ND LATER THAN PARKlC�K3 II to U 12-00 A.M. ALL OTHER RECREATIONAL AMENITIES MAY BE OPEN FOR USE BETWEEN THE HOURS OF 7:00 A.M. AND 200 AM. THE n , D a _ y D Q, ' wa a b D _ ° b ." o� RESTAURANT Witt 8E ALLOWED i0 SET Tis OWN HOURS Of OPERATION. :)RB.Y •a .,b' ° y . n ° ' • a D' I' . a -LIGHTING SLIM!_ BE DESIGNED IN ACCORDANCE WITH THE UNIFIED OEVEI OPMENT ORDINANCE L iGHtS USED FOR THE SKI FACIIfiY D ; a . - D a. ° n ■e SHALL BE TURNED OFF NO LATER THAN 1 HOUR FOLLOWING THE CLOSING TIMES NOTED AB EXCEPT WHEN NECESSARY FOR ° MAINTENANCE PURPOSES THAT CANNOT BE UNDERTAKEN DURING DAYLIGHT HOURS. D a n n n 2 DII a °' zo -A LANDSCAPED BUFFER SHALL BE ESTABLISHED BETWEEN THE RECREATION FACILITY AND THE PROPERTY IMMEDIATELY NORTH IN ��. D a " ° ° : ' ° : e ' , k .D n • ° D _ ACCORDANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE PLANTINGS SHALL INCLUDE SHRU AND TREES THAT, WHEN FULLY 1. SIGN SHALL COMPLY WITH THE CoCS ° n ° ° : n`?ff 'n. I> n 4 ° MATURE, SHALL BE OF SUFFICIENT DENSITY 70 PROVIDE 100% OPACITY TO A HEIGHT OF AT S' 6 FEET AS MEASURE FROM THE FIRE SERVICE STANDARDS. :. ADJOINING PROPERTY • UNE n D e�n. ° FIRE LANE SIGN DETAIL 00 -THE RECREATION FACILITY SHALL HAVE A MAXIMUM OF THREE 2 -TOWER CABLE WAKE BOARD SKI _ I D e !7 24 THIS SITE LIES WITHIN THE WELLBORN -STEEPLECHASE IMPACT FEE AREA. RGEVE EIRE LANFM�NGS /I. ALL CURBS AND CURB ENDS SHALL K N BE PAINTED RED WITH FOUR INCH 4i e' n PROPOSED 8" 4 j 1 I -n MAY O 1 120 14 WHITE LETFERING STATING "FIRE SEWER LANE - NO PARKING - TOW AWA - �' ISLAND 1 � } € _ ZONE". WORDING MAY NOT BE SPAC / BULLING *357 SF I I COLLEGE St .v 9 K MORE THAN FIFTEEN FEET APART. / PHASE 1 6" SEWER LINE amu} ! I ENGINEERING 2AND s{GNTWELVE�� INCHES NCHES ((1* IN 5F = 30,699 N I I N HEIGHT' SHALL. BE MOUNTED' 'IN A / FF = SOILS - HEIGHT VARIES I' n / 10.5' I f m CONSPICUOUS LOCATION AT ECH I I ENTRANCE TO THE PROPERTY AND AT. 50' MAX THE LOCATIONS SHOWN SUCH I 1 I 00 N A. D' a ° p '� ST T ST ST -AST N l ! " SEWER LINE n'_ I vi BIKE { W Wit W >: 1 ST 5T ST ST h1n - ---_ ° _• S-8 ° - •-,--� a°. l(S" a GAS . ° GAS t3As ° ` �-i: Iii _ _ a' °'. .fl .. 41111t. wi rr Tri 24' ¢�h g'S X PARKING ISLAND *280 (� i� J� ISLAND 3 *866 SF 9' INTERIOR ISLANDS SIDEWALK I i TOTAL ISLAND AREA S.F. y6 rl i ¢ PARKING 2 ACCESSIBLE 72D 112 ISLAND 9 „ *518 866 ROUTE ADA SIGNS 217 3 WA70 M fi 412 I 6' SIDEWALK7. 1438 0 1438 8 1 IRRIGATION) 0 924 /TEXSTING 12" 518 180 338 14 I WATERLINE 180 163 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 4.207 SF (984 SF REQUIRES) •-3Q . • •- a �•. ° ;°.An Mir rfi•§!!w M•1�t.iM � 1•�� 24 s °hill ISLAND 8 FIRE HYDRANT PARKING *924 SF t; *924 7 = y 3_M *1436 SF27.91 ARKING -,'ISLAND FIRE LINE PEN t OING _ LS S • 217 SF S 1.S--IS.1 -PARKING LS I S ISLAND 6 2 SE a Isc - - W-12 w-12 - 4 » 9' PARKING SPACES w� f+ 2 - V HANDICAP SPACES 2 » Zr IRRIGATION UMPSTER PAD yt�S (TYT'•) EXISTING AND ENCLOSURE jt[1 TEMPORARY 2" WATERtiNE "> RD „�.-•302STAN 11 CURB CURES 14 » W PARKING SPACES 24' ¢�h g'S X PARKING ISLAND *280 (� i� J� ISLAND 3 *866 SF 9' 14 » 9' PARKING SPACES Q 30 - 9' PARKING SPACES 311 9, -- SEPTI 3111 K 9NVi 31113 STAND E xISTiNG FENCE _ �-� CURB PARKING ISLAND 2 *832 SF THE SEAL APPEARING ON THIS Schultz Engineering, LLC JOSEPH P SCHULTZ, pO iZED LICENSEBY 2730 Longmire, Suite A NO. 65889 ON APRIL 24, 2014. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE N0. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 APRIL 2014 8" SEWER LINE -I (PRIVATE) Ail STAN GUERB ARD � I g3 W-1 -1 w- \ W-12 W-12 If STANDARD PROPB CURB FIRE HYDRANT w �" -- ASSEMBLY. 15' P.U. 11209/184 -CURBDARD 11 » 9' PARKING SPACES STAN 2 » 9' HANDICAP SPACES Ll I I I I I °N\ a 9NY1 10 » 9' PARKING SPACES -2 » 3" IRRIGATION / SLEEVES (TYP.) rI► Rh OAV� OF .*.::................... *. FIRM # 12327 SCHUL7Z ENGINEERING, LLC 4 » EXISTING PARKING SPACES J / � lr 6 » EXISTING PARKING SPACES I 1 » EXISTING HANDICAP SPACES 3 1 » PROPOSED HANDICAP SPACE 7ARKING ISLAND 1 *81$ SF O -ST BDARD BARRACKS II RECREATION CENTER BUILDING PHASE 7 BARRACKS II SUBDIVISION - PH 300 LOT t BLOCK 28 -COLLEGE STATION, TX sQ N PARKING ISLAND 10 490 SF_ -W 12 INTERIOR ISLANDS SIDEWALK I i TOTAL ISLAND AREA S.F. y6 rl i ¢ PARKING 2 ACCESSIBLE 72D 112 ISLAND 9 „ *518 866 ROUTE 5 217 3 WA70 M fi 412 I (2 DOMESTIC, 1438 0 1438 8 1 IRRIGATION) 0 924 /TEXSTING 12" 518 180 338 14 I WATERLINE 180 163 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 4.207 SF (984 SF REQUIRES) i PARKING PROPOSED ISLAND 8 FIRE HYDRANT PARKING *924 SF t; *924 7 = y 3_M *1436 SF27.91 14 » 9' PARKING SPACES Q 30 - 9' PARKING SPACES 311 9, -- SEPTI 3111 K 9NVi 31113 STAND E xISTiNG FENCE _ �-� CURB PARKING ISLAND 2 *832 SF THE SEAL APPEARING ON THIS Schultz Engineering, LLC JOSEPH P SCHULTZ, pO iZED LICENSEBY 2730 Longmire, Suite A NO. 65889 ON APRIL 24, 2014. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE N0. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 APRIL 2014 8" SEWER LINE -I (PRIVATE) Ail STAN GUERB ARD � I g3 W-1 -1 w- \ W-12 W-12 If STANDARD PROPB CURB FIRE HYDRANT w �" -- ASSEMBLY. 15' P.U. 11209/184 -CURBDARD 11 » 9' PARKING SPACES STAN 2 » 9' HANDICAP SPACES Ll I I I I I °N\ a 9NY1 10 » 9' PARKING SPACES -2 » 3" IRRIGATION / SLEEVES (TYP.) rI► Rh OAV� OF .*.::................... *. FIRM # 12327 SCHUL7Z ENGINEERING, LLC 4 » EXISTING PARKING SPACES J / � lr 6 » EXISTING PARKING SPACES I 1 » EXISTING HANDICAP SPACES 3 1 » PROPOSED HANDICAP SPACE 7ARKING ISLAND 1 *81$ SF O -ST BDARD BARRACKS II RECREATION CENTER BUILDING PHASE 7 BARRACKS II SUBDIVISION - PH 300 LOT t BLOCK 28 -COLLEGE STATION, TX sQ N PARKING ISLAND 10 490 SF_ -W 12 1 INTERIOR ISLANDS SIDEWALK I i TOTAL ISLAND AREA S.F. y6 rl i 360 458 2 832 72D 112 3 866 350 506 5 217 180 37 fi 412 I I 1438 0 1438 8 924 0 924 /TEXSTING 12" 518 180 338 14 I WATERLINE 180 163 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 4.207 SF (984 SF REQUIRES) N 1 INTERIOR ISLANDS ISLAND II' TOTAL ISLAND AREA S.F. END ISLAND ADDIITONAL AREA INTERIOR REQUIRED -S.F.ISLAND AREA PROVIDED S.F. 1 818 360 458 2 832 72D 112 3 866 350 506 5 217 180 37 fi 412 980 232 7 1438 0 1438 8 924 0 924 9 518 180 338 14 343 180 163 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 4.207 SF (984 SF REQUIRES) SIGNS SHALL. BE TWELVE INCHES (12' WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12) WIDE AND SIX INCHES (6') HIGH STATING "TOW AWAY" ZONE". SUCH SIGNS SHALI, BE PAINTED ON A -WHITE BACKGROUND WITH SYMBOLS. LETTER AND BORDER `iN`RID.i1 PARKING ANALYSIS REQUIRED PARKING: 33,477 SF OF GENERAL COMMERCIAL SPACE 1 SPACE PER 250 SF 134 SPACES REQUIRED PROPOSED PARKING_ 123 PROPOSED SPACES PARKING 7 PROPOSED SPACES HANDICAP PARKING 10 EXISTING SPACES PARKING LANDSCAPE ISLAND ANALYSTS: 1 EXISTING SPACES HANDICAP PARKING. 141 SPACES PROVIDED TOTAL TOTAL PARKING: 141 SPACES \ \V PERIPHERAL PARKING: 59 SPACES 141 PARKING SPACES X 250 SF = 35,250 SF INTERIOR PARKING: 82 SPACES 35,250 SF * 25% MAX INTENSE USE = 8,813 INTERIORI LANDSCAPE ISLAND REQUIRED: 8,813 SF OF INTENSIVE USE ALLOWED 82 SPACES X 12 = 984 SF 5' i EXISTING 12" WATERLINE EXISTING 12" SEWER LINE I N TING i 92" WATERLINE EXISTING 16 SEWER LINE it T OL -S 01-S of -S Ot-S s ISTING MANHOLE N ' I I -, W N ¢ I W NY SEWER LINE o :tr f c 1 0 = N 1 ZiR ❑ E. � :r 0 � 'Uj 11� y 1 RECREATION CENTER s PHASE 1 BARRACKS 11 SUBDMSION PHASE 300 LOT I IBLOCK 28 1149 ACRES VOL 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' APRIL 2014 OWNER DEVELOPER: SURVEYOR: H 711P I ERR- SURVEYING P. BO 9 N TEXAS AVE WE LLBORN.1. RYAN, TX 77803 �g 9) 5LANCE 979) 268•-3195 APR 2 5p14 NGINEER: CHULTZ ENGINEERING, LLC. 0 BOX 11995 CULLt:UL 0 it 41 k -M OUSGE STATION, TX 77842 DEVELOPMENT S RVICES 979)764-3900 rrrrrrrl�� ���� SCALE SHEET VERTICAL HORIZONTAL a � PLOTTEN��G S ALF' fl%111 .�. I THE SEAL APPEARING ON THIS L hultz Engineering, LLC JOSEPH DOCUMENT AUTHORIZED LICENSE 2730 Longmire, Suite A NO. 65889 ON APRIL 24, 2014. College station, Texas 77845 ISSUED FOR CONSTRUCTION 979:764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JOB NO. DATE DLD DLD JPS 13-275 APRIL 2014 ........ .............. A # 12327 ENGINEERING, LLC BARRACKS II RECREATION CENTER BUILDING PHASE 7 BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 -COLLEGE STATION, TX 20 10 0 20 SCALE IN FEET 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO AT LEAST 9870 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 490 ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO 95% OF E MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF—ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF—ROLLING" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V. -12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. THE PROPOSED CONTOURS ARE APPROXIMATE ONLY. THE TOP OF CURB DESIGN GRADES FROM THE STREET PROFILES AND THE: DESIGN GRADE SPOT ELEVATIONS SHOWN ON THIS SHEET SHOULD BE USED TO CONSTRUCT THE PROJECT. 6. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FIR CONSTRUCTION OF THE SITE WORK. 8. THE CONTRACTOR SHALL REMOVE THE EXISTING TOPSOIL AND STOCKPILE FOR REUSE FROM ALL AREAS OF CONSTRUCTION. THIS INCLUDES THE PROPOSED LOT AREAS WHICH WILL RECEIVE FILL MATERIAL THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONCE TOPSOIL HAS BEEN REMOVED FROM AN AREA FOR THE ENGINEER TO APPROVE THE CONTRACTOR BEGIN EXCAVATION OR FILL PLACEMENT. 9. PSOIL REPLACEMENT IS REQUIRED TO A MINIMUM DEPTH OF 3" IN ALL GHT OF WAY AND EASEMENT AREAS. CONTRACTOR WILL UITILIZE EXISTING PSOIL FROM THE SITE, NO IMPORT OF TOPSOIL IS REQUIRED. 3 � ` I I I I I I N I � ! ' I MEND -- —310— ---EXISTING CONTOUR N I i 31D EXISTING CONTOUR I PROPERTY BOUNDARY I f ROW UNE I I [ I EDGE OF PAVEMENT UNE [ I LOT LINE — ---- -~ -- --- PUBLIC UTILITY EASEMENT LINE ----- --- rc— — PROPOSED PUBLIC ACCESS EASEMENT — ---- ----- --- 3 S-8 EXISTING SANITARY SEWER UNE W-8 EXISTING WATERLINE ---- ST — ST — EXISTING STORM SEWER S-12 PROPOSED SANtrARY SEWER LINE N I W-8 PROPOSED WATER UNE 1 ad. .4 ad . SIDEWALK r d O SANITARY SEWER MANHOLE EI—M zt-M U—m---- EXISTING SIDEWALK PROPOSED BUILDING °i LIMITS OF DISTURBANCE 3 = _ m _ m ACCESSIBLE ROUTE N N Ot-s 04 5 Ot-S 01 GRADING PLAN � 4 2.25' MIN. ANDEL DETAIL N.T.S. SCALE VERnCAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 1S -Z!31 )-1ZS(14 K LEGEND - -310- - EXISTING CONTOUR EXISTING 310 EXISTING CONTOUR PAVEMENT PROPERTY BOUNDARY rn Row UNE t EDGE OF PAVEMENT UNE in c0 LOT UNE 1 » PROPOSED HANDICAP SPACES - PUBLIC UTILITY EASEMENT UNE 3 - - PROPOSED PUBLIC ACCESS EASEMENT on A p6.A S-8 EXISTING SANITARY SEWER UNE r A A D W-8 EXISTING WATERLINE �-' --- ST ST EXISTING STORM SEWER k a 5-12 PROPOSED SANITARY SEWER LINE OILY W-8 PROPOSED WATER LINE 7 4- a as • SIDEWALK l 1> O SANITARY SEWER MANHOLE n EXISTING SFOtEWALK 6 , D A / PROPOSED BUILDING 9 LIMITS OF DISTURBANCE SHALL BE TURNED OFF NO LATER THAN 1 HOUR FOLLOWING THE CLOSING TIMES NOTED ABOVE EXCEPT WHEN NECESSARY FOR i wr M i i i M ACCESSIBLE ROUTE 14 U J Z Lel N lral Lr- CV L4 \Z a 0) W z{nntoo CL P4 J C.4 X n. w x I , iL� _ L�_.. 1 ;211 15" P.U.E. 11814/267 Iii h I Ql� I LIMITS OF DISTURBANCE UTILITY DEMAND #1 FMAURANT. Kt>smm BAF;R WSMIY WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 25 GPM MAXIMUM (PEAK) 100 GPM 1.5" DOMESTIC WATER METER FOR EACH TENANT SANITARY SEWER DEMAND ® 90% OF WATER DEMAND) AVERAGE 22.5 GPM MAXIMUM (PEAK) 90 GPM j 6" SANITARY SEWER UNE @ 1.04% MIN. SLOPE FIXTURE UNITS = 375 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK STANDARD CURB r 20 10 0 20 SCALE IN FEET �" l f 711 NOTE: ALL CURBS 6" IN HEIGHT SITE SPECIFIC NQj�: j G��yj jTOTES: UTILITY DEMAND #2 OFFICE, LEASE SPA1s s AT EACH ENb M MODaA ARCADE wuv.rw,v.v - rv-u .,uv, raw -r- i I w -4wncu ruu unul mum- NuMi7�K' _ "AdAe:u:•c ur ALL CAlwiNes. UNUMUMUNU 1111UM5. NOTIFICATION OF •- 2� THE UTILITY COMPANIES 46 HOURS IN ADVANCE OF CONSTRUCTION Is WATER DEMAND SER BUILDING 1/4"R 15" 2. THE DISTURBED AREA FOR THIS PROJECT' IS 3:34 ACRES (145.354 SF). REQUIRED. . MINIMUM 0 GPM " 3. REFER TO GRADING PLAN FOR PROPOSED CONTOURS. (879) 774-2506 ATMOS ENERGY: IG TESS* (600) 344-8377 AVERAGE f- 25 GPM _ 3 3"R 1. 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN do DRAINAGE REPORT. SUDDEN LINK COMMUNICATIONS: (979} 595-2429 II(979) 821-4770 MAXIMUM (PEAK)=' ' 100 GPM _ - - ll 3 R 1/4"Tt " 5. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE do IRRIGATION PLANS. 2. IT IS E RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER 1.5" DOMESTIC WATER METER FORI E - 24 MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT ,� 1 I ( 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND (INSTALLED PRIOR TO G.O. FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION EACH TENANT 24" "�" 1 1 12 ) ! OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY t 7. TRAFFIC IMPACT ANALYSIS WAS PROVIDED FOR THE ENTIRE SITE. g■ 3■ 3" 2■ 1' 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING SANITARY S WER DEMAND B. THE SUBJECT TRACT DOES NOT U£ WITHIN THE: . YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL 1 2" PARKING PARKING DATE-- COUNTY. TEXAS AND INCORPORATED AREAS. COMMUNITY N0. 480083, PANEL N0. 305E. MAP NO. 480410350E EFFECTIVE ®. 90% OF WATER,; DEMAND.) , 1 ISLAND 14 SLAND 13 QAT£: MAY 16. 2012. 8£ DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' AVERAGE 22.5 GPM 1 ±343 SF f ±18b SF OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON MAXIMUM PEAK 90 GPM ii 9. ALL RADII AND DISTANCES ARE MEASURED TO LTTE BACK OF CURB UNLESS OTHERWISE NOTED. THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS " (PEAK) {•-•36"15 " MIN. " 34' MIN. 156 3" R3, co Q"3 PROJECT. 6 SANITARY SEWS R UNE ``') `�'� 10. ALL -�•E 6 [.-::73W --�-I 6 � 6' � tt) PAVEMENT SHALL BE COPtCRET£. REFER 7O THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 4: THE CONTRACTOR IS REQUIRED TO MAINTAIN THE 7PDE5 GENERAL ® 1.04% MIN. SLOPE ® = #4• BARS PERMIT NO. TXR 15WOO REQUIREMENTS FOR CONSTRUCTION STIES. FIXTURE UNITS 375 . D• . i 11. ALL UTIUTY LINES (WATER, GAS, SANITARY SEWER. VERtZoN. STORM SEWER. ETC•) SHOWN ARE TAKEN FROM BEST AVAILABLE = 3/4" X 1W SMOOTH ° RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED FIXTURE UNITS ALLOWED = 700 BIKE RACK DETAIL EVMSION DOWELS A' AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITION& AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND PIPE SLOPE OK N'T& / 12 PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCOITDANGE WITH THE LIDO. SEEDING ALL DISTURBED AREAS. TYPICAL CURS DETAIL 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY N•TK 'n 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS 2- 3" /-R3 STEEL REINFORCING BARS * D'• ' 0! < (n CSU ELECTRICAL CONTACT: ELECELECTRICAL DESIGN FOR WRACKS TRIC PR PROJECT COOEATION RDINATOR FOR FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE 6' i CONCRETE PAVEMENT N CITY OF COLLEGE STATION UTILITIES �g4 BARS 16" C%C CITY ENGINEER'S OFFICE ° 979-764-6314:' �- 3" �- s . ., • . . e ; .. ,. � :t 4" •• 7. THE CONSTRUCTION SHALL COMPLY W17H OSHA STANDARD 29 CFR -, --° . '....., �--� X X PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. M a a or 4: • a. • y ,t+' ; , 19 i 14_ ANY EXPOSED CONCRETE OVER 6 1N HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE BRICK. OR a fn OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ` VARIES X X X X . XX - j o, / 15. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 31,677 SF iS 3.750 GALLONS PER MINUTE. THE �E GRASS IS ESTABLISHED. CONSTRUCTION JOINx 00 z / BUILDING IS F=ULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50% (1,875 GPM). TWO FIRE HYDRANT'S ARE 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING REQUIRED AND IS PROPOSED. INLETS ADJACENT 7O THE PROJECT SITE - 6 11rd\--6- LIME STABILIZED SUBGRADE °j 16. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE FINAL PIAT AND THE CITY OF COLLEGE STATION UNIFIED 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. • =#4 BARS (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT} ,D n: cn / DEVELOPMENT ORDINANCE / 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF TEMPORARY CURB DETAIL * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN / C-3 TIGHT COMMERCIAL STANDARDS: SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE THE LIGHT " " FRONT SETBACK 25 FEET SOURCE SHAD. NOT PROTECT BELOW AN OPAQUE HOUSING AND NO * 6 PAVEMENT - REBAR X� 18 O.C.E.W. l- FIXTURE SHALT. DIRECTLY PROJECT LIGHT N.T.S. �' t» REAR SETBACK: 15 FEET 5" PAVEMENT - #4 REBAR ® 18" O.C.E.W. SIDE SETBACK: 7.5 FEET THE PROJECTED GONE OF LIGHT DOES NOT CROSS ANY PROPERTY 302"" * / STREET SIDE SETBACK: 15 FEET HORIZONTALLY. FIXTURES WILL T MOUNTED IN SUCH A MANNER THAT CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER D / 2012 CITY OF BRYAN/COLLEGE STATION STANDARD a '. / 17. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NEW OR T5 TED SO AS NOT TO 8E LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BEVERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF SPECIFICATIONS. y, I j VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT OCCUPANCY. / I PARKING 5 FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE I AND SCALE TO MAINTAIN A ISLAND 12 UNIFIED APPEARANCE 12. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME TYPICAL CONCRETE PAVING SECTION �' ±357 SF OWNERS* AgClpTIppt N.Ta / 18. THE DUMPSTER ENCLOSURE SHAD. BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAL DETAILS. THE DUMPSTER AREA DD / 111 SHAH BE 24' x 12 NOT INCLUDING ANY BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION n: • . / WITHIN THE UTILITY EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE 506' SIDEWAUC 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. 12' D o ac"'i 20. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE D SHALL SUPPLY THE SAME o ") a f/1 PROTECTION A5 THE AMF OR USA. 01562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE UD SHALL BE APPROVED BY COLLEGE y rn STATION UTILITIES OR HIS DESIGNEE. , ymEn } .. A" . A - • - - - e P' A , ° - ¢ u ( 21. REFER TO MEP PLANS AND SPECIFICATIONS ON BUILDING REQUIREMENTS FOR BACKFLOW PREVENTION AND PRESSURE REDUCING Ij .p o aD . A p, :. fL z VALVES. / a. 2 = 22 THE PROPOSED BUILDING IS A MULTI -USE RECREATION FACILITY WITH USES IN COMPLIANCE WITH THE PDD. 1 DEBMTM N 23. THE FOLLOWING OPERATIONAL RESTRICTIONS SHAD_ BE IMPOSED ON THE RECREATIONAL FACILITY AND ITS RELATED FACILITIES: ! RS � N •HOUOF OPERATION FOR THE CABLE WAKE BOARD SKI FACILITY SHALL BE NO EARLIER THAN 8 DO A.M. AND NO LATER THAN P BUILDINGN 1 SF =SEI 6" 5EWA3t LINE - FF = 303.5' HEIGHT VARIES- D �` f 51Y MAX 20' ---� �i N D a A ST ST -*ST T ST �ti e, �p -- Go /--S" SEWER SEWER UNE o ,. t! °�) BIKE D ._-.. W AF sn h/PST ST ST ST U) v S-8 a D GAS -- .p i3AS Ao i4S . °rr�-aCA�iit iilw-Til-tee raAtS-„�!-lit�ii4 GA: x 4D o D FDC ■ �IE i icc ° PARKING m a' ADA SIGNS �\ ° ACCESSIBLE ISLAND 9 '- � - � 6' SIDEWALK N y 3 WATER METER W i'• (2 DOMESTIC, 1 IRRGATION) 30 d A >..pJ1 i �'i ,i•TTr:i\� 1 SEM LINE� 24' A e 'pds f 8" A �) ARKING ,°ISLAND KING FIRE UNE PROPOS ! ISLAND 8 3' ..,i -CURB OPENING 217 S� _PARKING FIRE HYDRANT PARKING 1S 1:i S ' L S 1S ES 1 KI ND 6 1S ,ILS ASSEMBLY ISLAM SF 27-11 X924 SF �i7 C{1F 2 SE e. (SOLATION VALVE ARD (dURBD' R"S -12 11F- - II I w -1z w-12 - - - - w-1 -1 w- w-12 w-12 4 » W PARKING SPACES F-�� 2 » 9' HANDICAP SPACES 4 S€ANCURB- FIREPROPOSED " IRRIGATION ASSEMBLY • -�? - DUMPSTQ2 PAD PADt�5 (TVP.) EXISTING 15' P.U.E. AND ENCLOSURE �C STANDARDTEM Y 2' WATERLINE 11209/184 302 CURB, ;y STANDARD 11 » 9' PARKING SPACES g' 1- 14 - 9' PARKING SPACES \ II %�� 2 » 9' HANDICAP SPACES - I -"�--- ,,-STANDARD CURB 24' PARKING ISLAND 4 ±280 SF 0 e R3 ISLAND 3 *866 SF 9' PARKING ISLAND 2 *832 SF Ln N 14 - W PARKING SPACES/ \c�. 10 » 9' PARKING SPACES N2 » 3" IRRIGATION / 11 SLEEVES (TYP.) 30 » 9' PARKING SPACES SIM SNY1 7 �« • THE SEAL APPEARING ON THIS Schultz Eneering,n; sLLC JOSEPH DOCUMENT WAS HULTZ, P.E,ZEDEBYE 2730 , Lon mire Shite A NO. 65889 ON MARCH 18, 2014. g College station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD r DLD JPS 13-275 MARCH 201.4 i SMT lJJyiX�7^�j � �t B'I -! SCHULTZ ENGINEERING, LLC( �� PARKING / ISLAND 1 1818 SF f , 4 » EXISTING PARKING SPACES/ j EXISTING 5 SIDEWALK i PAVEMENT ADDITIONAL -- INTERIOR ISLAND AREA,, _PROVIDED S.F rn 1 t 458 in c0 1200 A.M. ALL OTHER RECREATIONAL. AMENITIES MAY BE OPEN FOR USE BETWEEN THE HOURS OF 7:00 A.M. AND 2.'00 A.M. THE RESTAURANT WILL BE ALLOWED TO SET ITS OWN HOURS OF OPERATION. 1 » PROPOSED HANDICAP SPACES 112 3 866 - on A p6.A � r A A D o A- / / �-' 37 k a •UGHIING SHALL BE DESIGNED IN ACCORDANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE LIGHTS USED FOR THE SKI FACILITY OILY 232 7 ( 1438 l 1> 1438 n ° ''D I> ° D 6 , D A / y 9 II SHALL BE TURNED OFF NO LATER THAN 1 HOUR FOLLOWING THE CLOSING TIMES NOTED ABOVE EXCEPT WHEN NECESSARY FOR 338 14 1343 180 163 D INTERIOR LANDSCAPE ISLAND QED = 4.207 SF (984 SF REQUIRED) MAINTENANCE PURPOSES THAT CANNOT BE UNDERTAKEN DURING DAYLIGHT HOURS. ' A 4 A.obA9 ' : ' a1 LANDSCAPED NOTES' l' °• t,.. . ° r Da .. .. A' / " .A BUFFER SHALL BE ESTABLISHED BETWEEN THE RECREATION FACILITY AND THE PROPERTY IMMEDIATELY NORTH IN 1. SIGN SHALL COMPLY D ° e, ° ° ° D• D p• °,'Do' a' r ' / BB ACCORDANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE PLANTINGS HALL INCLUDE SHRUBS AND TREES THAT. WHEN FULLY WITH THE CoCS FIRE SERVICE D- :. A ' •D a ..aD .'b •e.. D. - MATURE, SHAD. BE OF SUFFICIENT DENSITY TO PROVIDE 108% OPACITY TO A HEIGHT OF AT LEAST 6 FEET AS MEASURE FROM THE STANDARDS. .. 0 6 °• . ''P ._ ° .-0 - / ADJOINING PROPERTY LINE ' .. n•. ..• D .. e _ ` D' a ° FIRE LAN N DETAIL I e o o D o e ' ' e '' ' • o D o p 1>D *THE RECREATION FACILITY SHALL HAVE A MAXIMUM OF THREE 2 -TOWER CABLE WAKE BOARD SKI S'YST EMS. - N. SG -_ _ ..- e o. D. a D (� Cn Cj 24. THIS SITE LIES WITHIN THE WELLBORN -STEEPLECHASE IMPACT FEE AREA. EIRE LANE MARKINGS o_ o / ■ / 1. ALL CURBS AND CURB FIDS SHALL / A ! a { ! cu BE PAINTED RED WITH FOUR INCH (4') D PROPOSED 8" i WHITE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY / PARKINGI I r� ISLAND 11 f jjj I( ZONE". WORDING MAY NOT BE SPACED ._._-.----__--- - -_ �-__-----_-_ --__- ._-- _ �:. ( MORE THAN FIFTEEN FEET APART. � , BUILDINGN 1 SF =SEI 6" 5EWA3t LINE - FF = 303.5' HEIGHT VARIES- D �` f 51Y MAX 20' ---� �i N D a A ST ST -*ST T ST �ti e, �p -- Go /--S" SEWER SEWER UNE o ,. t! °�) BIKE D ._-.. W AF sn h/PST ST ST ST U) v S-8 a D GAS -- .p i3AS Ao i4S . °rr�-aCA�iit iilw-Til-tee raAtS-„�!-lit�ii4 GA: x 4D o D FDC ■ �IE i icc ° PARKING m a' ADA SIGNS �\ ° ACCESSIBLE ISLAND 9 '- � - � 6' SIDEWALK N y 3 WATER METER W i'• (2 DOMESTIC, 1 IRRGATION) 30 d A >..pJ1 i �'i ,i•TTr:i\� 1 SEM LINE� 24' A e 'pds f 8" A �) ARKING ,°ISLAND KING FIRE UNE PROPOS ! ISLAND 8 3' ..,i -CURB OPENING 217 S� _PARKING FIRE HYDRANT PARKING 1S 1:i S ' L S 1S ES 1 KI ND 6 1S ,ILS ASSEMBLY ISLAM SF 27-11 X924 SF �i7 C{1F 2 SE e. (SOLATION VALVE ARD (dURBD' R"S -12 11F- - II I w -1z w-12 - - - - w-1 -1 w- w-12 w-12 4 » W PARKING SPACES F-�� 2 » 9' HANDICAP SPACES 4 S€ANCURB- FIREPROPOSED " IRRIGATION ASSEMBLY • -�? - DUMPSTQ2 PAD PADt�5 (TVP.) EXISTING 15' P.U.E. AND ENCLOSURE �C STANDARDTEM Y 2' WATERLINE 11209/184 302 CURB, ;y STANDARD 11 » 9' PARKING SPACES g' 1- 14 - 9' PARKING SPACES \ II %�� 2 » 9' HANDICAP SPACES - I -"�--- ,,-STANDARD CURB 24' PARKING ISLAND 4 ±280 SF 0 e R3 ISLAND 3 *866 SF 9' PARKING ISLAND 2 *832 SF Ln N 14 - W PARKING SPACES/ \c�. 10 » 9' PARKING SPACES N2 » 3" IRRIGATION / 11 SLEEVES (TYP.) 30 » 9' PARKING SPACES SIM SNY1 7 �« • THE SEAL APPEARING ON THIS Schultz Eneering,n; sLLC JOSEPH DOCUMENT WAS HULTZ, P.E,ZEDEBYE 2730 , Lon mire Shite A NO. 65889 ON MARCH 18, 2014. g College station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD r DLD JPS 13-275 MARCH 201.4 i SMT lJJyiX�7^�j � �t B'I -! SCHULTZ ENGINEERING, LLC( �� PARKING / ISLAND 1 1818 SF f , 4 » EXISTING PARKING SPACES/ j EXISTING 5 SIDEWALK i PAVEMENT ADDITIONAL -- INTERIOR ISLAND AREA,, _PROVIDED S.F rn 1 6 » EXISTING PARKING SPACES 458 1 » EXISTING HANDICAP SPACES I 1 I i 1 » PROPOSED HANDICAP SPACES 2 A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL, BE MOUNTED I A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (1:0 WIDE AND SIX INCHES (6') HIGH STATING 'TOW AWAY ZONE". SUCH SIGNS SHALL BE PAINTED `a ON A`YV�ILlT£ BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. PARKING ANALYSTS REQUIRED PARKING: - 33,477 SF OF GENERAL COMMERCIAL SPACE 1 SPACE PER 250 SF 134 SPACES REQUIRED PROPOSED _PARKING: 123 PROPOSED SPACES PARKING 7 PROPOSED SPACES HANDICAP PARKING �\ 10 EXISTING SPACES PARKING LANDSCA�E ISLAND ANALYSIS: 1 EXISTING SPACES HANDICAP PARKING PARKING141 SPACES PROVIDED TOTAL SLAND 10 LAI �t TOTAL PARKING: 141 SPACES I ± N 1 - PERIPHERAL PARKING: 59 SPACES PARKING SPACES X 250 SF = 35,250 SF ' INTERIOR PARKING: 82 SPACES 35,250 SF * 25% MAX INTENSE USE = 8,813 SF 112 n. �� INTERIOR LANDSCAPE ISLAND REQUIRED: 8,813 SF OF INTENSIVE USE ALLOWED 82 SPACES X 12 = 984 SF U -M Z1_" zL-m zt-MU) BARRACKS II N EXI I WATERLINE RECREATION CENTER NTING ,2" SEWER EIS NIE BUILDING N 1Y WATERLINE PHASE 1 EXISTING 5' P.U. I& SEWER UNE %-S 0I. -S Qt -S . ot_s m BARRACKS lI SUBDMSION EXISTING PHASE- 300:: MANHOLE LOT#, i3LOCK 28 N 1M ACHES VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 r COLLEGE STATION, BRAZOS COUNTY, TEXAS Ld EXISTING N W 3 '. SCALE: 1 "=20MARCH 2414 10" SEWER LINE 4 ;°, 3 > OWNER/DEVELOPER: SURVEYOR: ' HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN. TX 77881 BRYAN. TX 77803 1 r 0 in (979) 229-5908 68-3195 F -11o =I CD ®Q ENGINEER: w •a ,i. SCHULTZ ENGINEERING, LLC. PO BOX 11995 I c i COLLEGE STATION, TX 77842 i (979)764-3900 BARRACKS II RECREATION CENTER BUILDING PHASE 1 BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 - COLLEGE STATION, TX go 1'-k - rP E PLAN SHEE T, 2 OF 2 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1;1 FILE NAME: 13-275 1+4U D2jko I« 01"-50 P\T I) T T �;_ 5 SIDEWALK i END ISLAND AREA - - ,REQUIRED S.F. ADDITIONAL -- INTERIOR ISLAND AREA,, _PROVIDED S.F rn 818 GA 458 �� � •` o - I 1 I i 720 112 3 866 - 360 � 5 , I 1$0 37 6 412 180 232 7 ( 1438 l 1> 1438 I ISTING 12" I WATERLINE ., 924 0 y 9 1516 180 338 14 1343 180 163 ADDITIONAL PROVII INTERIOR LANDSCAPE ISLAND QED = 4.207 SF (984 SF REQUIRED) 2 A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL, BE MOUNTED I A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (1:0 WIDE AND SIX INCHES (6') HIGH STATING 'TOW AWAY ZONE". SUCH SIGNS SHALL BE PAINTED `a ON A`YV�ILlT£ BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. PARKING ANALYSTS REQUIRED PARKING: - 33,477 SF OF GENERAL COMMERCIAL SPACE 1 SPACE PER 250 SF 134 SPACES REQUIRED PROPOSED _PARKING: 123 PROPOSED SPACES PARKING 7 PROPOSED SPACES HANDICAP PARKING �\ 10 EXISTING SPACES PARKING LANDSCA�E ISLAND ANALYSIS: 1 EXISTING SPACES HANDICAP PARKING PARKING141 SPACES PROVIDED TOTAL SLAND 10 LAI �t TOTAL PARKING: 141 SPACES I ± N 1 - PERIPHERAL PARKING: 59 SPACES PARKING SPACES X 250 SF = 35,250 SF ' INTERIOR PARKING: 82 SPACES 35,250 SF * 25% MAX INTENSE USE = 8,813 SF 112 n. �� INTERIOR LANDSCAPE ISLAND REQUIRED: 8,813 SF OF INTENSIVE USE ALLOWED 82 SPACES X 12 = 984 SF U -M Z1_" zL-m zt-MU) BARRACKS II N EXI I WATERLINE RECREATION CENTER NTING ,2" SEWER EIS NIE BUILDING N 1Y WATERLINE PHASE 1 EXISTING 5' P.U. I& SEWER UNE %-S 0I. -S Qt -S . ot_s m BARRACKS lI SUBDMSION EXISTING PHASE- 300:: MANHOLE LOT#, i3LOCK 28 N 1M ACHES VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 r COLLEGE STATION, BRAZOS COUNTY, TEXAS Ld EXISTING N W 3 '. SCALE: 1 "=20MARCH 2414 10" SEWER LINE 4 ;°, 3 > OWNER/DEVELOPER: SURVEYOR: ' HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN. TX 77881 BRYAN. TX 77803 1 r 0 in (979) 229-5908 68-3195 F -11o =I CD ®Q ENGINEER: w •a ,i. SCHULTZ ENGINEERING, LLC. PO BOX 11995 I c i COLLEGE STATION, TX 77842 i (979)764-3900 BARRACKS II RECREATION CENTER BUILDING PHASE 1 BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 - COLLEGE STATION, TX go 1'-k - rP E PLAN SHEE T, 2 OF 2 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1;1 FILE NAME: 13-275 1+4U D2jko I« 01"-50 P\T INTERIOR ISLANDS ISLAND _- _ TOTAL ISLAND EA SLR,` END ISLAND AREA - - ,REQUIRED S.F. ADDITIONAL -- INTERIOR ISLAND AREA,, _PROVIDED S.F 1 818 360 458 2 832 720 112 3 866 - 360 506 5 217. 1$0 37 6 412 180 232 7 ( 1438 0 1438 8 ., 924 0 924 9 1516 180 338 14 1343 180 163 ADDITIONAL PROVII INTERIOR LANDSCAPE ISLAND QED = 4.207 SF (984 SF REQUIRED) 2 A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL, BE MOUNTED I A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (1:0 WIDE AND SIX INCHES (6') HIGH STATING 'TOW AWAY ZONE". SUCH SIGNS SHALL BE PAINTED `a ON A`YV�ILlT£ BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. PARKING ANALYSTS REQUIRED PARKING: - 33,477 SF OF GENERAL COMMERCIAL SPACE 1 SPACE PER 250 SF 134 SPACES REQUIRED PROPOSED _PARKING: 123 PROPOSED SPACES PARKING 7 PROPOSED SPACES HANDICAP PARKING �\ 10 EXISTING SPACES PARKING LANDSCA�E ISLAND ANALYSIS: 1 EXISTING SPACES HANDICAP PARKING PARKING141 SPACES PROVIDED TOTAL SLAND 10 LAI �t TOTAL PARKING: 141 SPACES I ± N 1 - PERIPHERAL PARKING: 59 SPACES PARKING SPACES X 250 SF = 35,250 SF ' INTERIOR PARKING: 82 SPACES 35,250 SF * 25% MAX INTENSE USE = 8,813 SF 112 n. �� INTERIOR LANDSCAPE ISLAND REQUIRED: 8,813 SF OF INTENSIVE USE ALLOWED 82 SPACES X 12 = 984 SF U -M Z1_" zL-m zt-MU) BARRACKS II N EXI I WATERLINE RECREATION CENTER NTING ,2" SEWER EIS NIE BUILDING N 1Y WATERLINE PHASE 1 EXISTING 5' P.U. I& SEWER UNE %-S 0I. -S Qt -S . ot_s m BARRACKS lI SUBDMSION EXISTING PHASE- 300:: MANHOLE LOT#, i3LOCK 28 N 1M ACHES VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 r COLLEGE STATION, BRAZOS COUNTY, TEXAS Ld EXISTING N W 3 '. SCALE: 1 "=20MARCH 2414 10" SEWER LINE 4 ;°, 3 > OWNER/DEVELOPER: SURVEYOR: ' HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN. TX 77881 BRYAN. TX 77803 1 r 0 in (979) 229-5908 68-3195 F -11o =I CD ®Q ENGINEER: w •a ,i. SCHULTZ ENGINEERING, LLC. PO BOX 11995 I c i COLLEGE STATION, TX 77842 i (979)764-3900 BARRACKS II RECREATION CENTER BUILDING PHASE 1 BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 - COLLEGE STATION, TX go 1'-k - rP E PLAN SHEE T, 2 OF 2 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1;1 FILE NAME: 13-275 1+4U D2jko I« 01"-50 P\T .. Il lilllllilllll ILII Jilll�ll, -- III�I°II��I� IIIIII IIS iil I' �o.� �IIIII i�lllll �I�I I ��iljlll� III��II mg�� I VIII ,IIT �IIIIII �I�illll II � P Er-I�II I�III�IIIIIIII�I �Illl�llllli�lll �I�Illljlll�lllll�ll VIII III�IIaII II�I����I IIIUI�I �_Ii ��Illll�l�l��lll�i Illll�i II�IIII�II i -FI�1999j#!II I�j II�Illijllll�llllll �� � I �IIIIIII���II IIII�II IIIIIII�III � I�III��II��I ��� IIIIIIIIIII��II' � II�IIII�IIII�II�II li-�llllll�lllll�l�� Illlli�lll��ll�ilco��IIIIII!illll��ll� Il�lll�lll��llli II�IIII ��//lll III —S-10 ZIM 1C IOWN I e�» 1�In i taw 15' PUE- 11814/267 a 23' eftLL2ny �M I_ z 2 ny m 20-V-4 `° y a tD., 23' �M I_ IS LAND 2 *83'32 SF m N/F HEATH PHILLIPS INVESTMENTS, LLC TRACT 19, 29.175 ACRES ZONED R 2d' PUE 11209/f84 a7�t� l�Ft !f 91I - �K7a.GJ MISS 1 SUNNI I ASSUME I mirm; 99.mummof-11� i I � i mii I -rte •--fir __ -........... '- '..�T r SILT FENCE- /�_ --- —299— — ` •. a1..•�-,-;. �- �w — —300- -301-299 3QQ _____ -•��. - 7-- -- "299— 300 / �\ —298— _` •,.�\� \,I�.,,_ 1 ST ST ii � " - — 2 297- -295- 298 97 --- 297 l / —295— 96 \ 299 298 i "..` ' ` �t / —294 �� ` \\ .� _ LQ r f293_3oQ / �i'242 3Q2 — , ..{� L� _/ . 291 M t woo ^-- 289—DUMP.•..,~�\ \�\ \�`\ RESTR�MS t �. 1 woo'\\ \\ \\ WITH ENCLOSURE t j I f = 30 , 3.5 o I ( �\ \\ t ! I \\\� \\I\ �\ \ ISLAND 5! *217 SF283 W SIDEWALKl ! - l —40 20 0 40 —" SCALE IN FEET .�•:� INLET PROTECTION tD., DISTURBANCEI I t TNI l I I l ���.i (!1 rf'' # I I( co .. N I J I N/F 1 II _ HEATH PHILLIPS I 1 o t I I I r ="- INVESTMENTS, LLC I ( ' •_' >3 LOT 1, BLOCK 28 III I # I I I I I I I r It 1. 11.49 ACRES I N I I I! ST I , ; Y ;;`; . : •�: - ZONED PDD ! I I I I I I I EtsTIxNp naN I I 07. I �: �.�• � ` 11 � iii ^��• [w II :.!; ::: � I L I \ } ! 1 � . � _ � BUILDING ■ I I �� �� I L I I III I PHASE 1 FF = 303' HEIGHT VARIES I � I 5d' MAX - I \ \ \ \ ( II I1 C>) Q, P G 2 v 11 s.: !II \\\��� ! IN ! 11! z ' I ISLAND 7 2d 5 *1436 Ix 9•+� � � 4 , _ 3' '- Y..� °. � � \\ �. �,\ \ \ I I ......,....III I I I P6 SILT�FEN ! \\ \ I I ±67B SFrn >C a ! \ \ •,`\ `� ` � \ � ) ! III � I II ! / 9' e P KING ! \ \ t I ! a W w i ISLAND 8 \ - I \ \ \ -- 288 I *f24 SF - ILII J1 2 ' 12" WATERLINE \ ' 1 I ��. `v I Z 2 y Z PROPOSED I I Ras BIKE RA II :.oma " x FIRE HYDRANT 5 \ ' SIDEWALK � \ \+n y ASSl7d8LY r �+ NO�.n `�s•\- � �•t? '�• 4,! .U'j: _ „ * " •� r: ••►• ., . .,.._, y.. ` \ nRt #I # J,,. �, I I I a l J1 IS y 289 1 ! ! r! J t'x PA NG I I ARKI 4' #SLAA}pPARKi 1 --- _'29d --� 1/ a 5n a ISLAND 1 ISLAND 9 �p *343 SF \ \ ` j f # ft- ll I _ —291— f ) + { v N G #818 SF J�! \ 1 [ 1518? / i 1 \i \ !.?# (t t ____ 292 17— 12 W-12 W-12 w-12 w -12 --•--:1—w-12 w-12 - - - 1 WATERLINE m t II 1 10" SEWER LINEi Litt INLET PROTECTION DEACON DRIVE WEST © 12' WATT3itINE 85' RIGHT-OF-WAY m o fill s I LI t `,12" SEWER UNE-% �r J OVERHEAD ELECTRICAL UNES ! AE --7 I/F - - -1 METAL T -POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART 27X4 WIRE MESH (OPTIONAL) FASTENED TO T -POST OR WOODEN STAKE SEDIMENT CONTROL FABRIC ,-'-FASTENED SECURELY TO T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH 4 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL �nz1[1t�t of FLOW 20" 4*X4n MW. TRENC � �\-ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO SILT FENCE ASSEMBLY ACCUMULATE. ALIGN FENCE N.T.8. ALONG SLOPE CONTOURS. j Mil T ` \ I 1 It- t— — — —293 1 �-- / INLET PROTECTION 19 w 9' PARKING FACES \ INLET PROTECTION y 1I ##-#- / / - - 20 HANDICAP SPACES I amw y l —294— -- _ CTION R3 ;� n ,paw -8 �y S 8 -, \.`3• + ~N 296— 295 _3333 � ST I I S i ST 7 « 9' PARKING St?ACE.S T - cr lid —2974. —298— NIG 1 7 PARKING S ~` } PARKING 9' PARKING SPACES PARKING IN .T PROTECTION ST � - —297— amino - -1 I I 10 ISLAND 1t SLAND 13 — -- —301 ST ST `r r ! II 11 1 —299 — 7 9' PARKING SPACES *357 SF *357D SF *f 80 SF ""-$ "`- T- �} 300— — r3 I-iHI- # =-W-12 - — 1 !I it 11 1 N/F -. 111 11 1 HEATH PHILLIPS INVESTMENTS, LLC ``-- TRACT 46, $7.602 ACRES - 5 PUE # p ## 1 9627 3 INLET PROTECTION 11209/184 L u II I ZONED PDD - I 6" MIN. DEPTH STONE ~� VARIES {ASTM D448, 3" TO L Q _ 5" DIAMETER) OVERTO 1p0• (( GEOTEXTILE FABRIC 50' 1 ( WITH SAME SOUARE DCurve Table u FOOTAGE. A CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION S-12 S- -- C1. 39.27- 25.0-W 1 090'00'00" .25.00' 35.36' N0245 -433"W �-- EXISTING STREET 41MINIMUM 12' SHALL BE FULL AE WIDTH OF SITE ENTRANCE s^ MIN. NOTE: DRESS WITH ADDITIONAL STONE ALL WHEEL STOPS SHALL BE CONCRETE AS NEEDED. STONE IS TO BE WHEEL STOPS SHALL BE PAINTED YELLOW GEOTEXTILE MAINTAINED SO AS TO PREVENT 6'-O" FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. --12 x18' REFLECTIVE FINISH METAL SIGN "ARKING M _, -12"x9" REFLECTIVE FINISH METAL SIGN SECTION A -A --- -- CONSTRUCTION EXIT SILT CONTROL WT -15. PLAN VIEW ..� #3 BARS 1 4" GRAVEL BAG s� / 2x2 GALVANIZED STEEL TUBE COLUMN GRAVEL BAG , SEr IN CONCRETE FOOTING.. PROVIDE r4 C14 IN r, T e �L GALVANOM STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. Z T— I I T - 5- �- 10" -►� I„I I L } I NOTE: CROSS SECTION END VIEW #3 BARS 1. ALL. CHARACTERS MUST BE 60" f MINIMUM ABOVE GRADE OR SIDEWALK. I.•g TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN 4 �� ,•� �;. ci < ,. RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET - s �; , • r : . , c ¢ ADA SIGN DETAIL OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC NTS CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. qA 5'-4" 4" * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION LONGITUDINAL SECTION N.T: WHEEL STOP DETAIL N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz ELLC JOSEPH P. SCHULTZ. P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON MARCH 18, 2014. College station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 MARCH 2014 FIRM 1232 SCHULTZ ENGINEERING, LLC BARRACKS ZI RECREATION CENTER BUILDING PHASE 7 BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 -COLLEGE STATION, TX VICINITY MAP NOT TO SCALE o9d PROJECT SITE OVERALL SITE & EROSIO CONTROL PLAN SHEET 1 OF 2 SILT FENCE a a a ;; PROTECTIONLEr t RECREATION CENTER BUILDING PHASE 1 BARRACKS 11 SUBDMSION PHASE 300 IAT t BLOCK m "ACFES VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' MARCH 2014 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT. LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN, TX 77881 BRYAN, TX 77803 (979) 229-5906 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION. TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: j •1 FILE NAME: 13-275 '-f - q L,Y . nim 4 1°30 , s N/F HEATH PHILLIPS INVESTMENTS LLC. TRACT 19, 29.175 ACRES 11623/227 ZONED A-0 I i 1 i Schultz Engineering, LLC 2730 Longmire, Suite A Ilk College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED I DRAWN APPROVED JOB NO. DATE KERR DL.D I DW I JPS 1 13-275 1 MARCH 2014 BARRACKS II RECREATION CENTER BUILDING PHASE > BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 -COLLEGE STATION, TX PLANTING LEGEND LANDSCAPEI & STREETSCAPE POINTS SYMBOL i SIZE NAME &TYPE QUANTITY POINT VALUE TOTAL POINTS i LIVE OAK > 3.5" CAL (D > 3.5" CAL (Quercus virginiana) 2400 22 300 6600 CANOPY CANOPY CREPE MYRTLE 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) 1.25" CAL 40 40 14 560 NON -CANOPY NON -CANOPY 1600 TOTAL STREETSCAPE: WAXLEAF LIGUSTRUM 2960 NOTE: 2 NON -CANOPY TREES C UNT AS 1 CANOPY TREE 11 5 GAL (Ligustrum japonicum) 65 10 650 SHRUB i' TOTAL. 8850 i i i i 4ERAL NOTE % COVERAGE OF GROUNDCOVER, DECO 'ORATIVE ROCK ( NOT LOOSE, OR A PER )UIRED IN PARKING LOT ISLANDS, SWAL PARKING LOT SETBACK, RIGHTS-OF4, )PERTY DISTURBED DURING CONSTRIICI IGATION SYSTEM NOTES: STjR E ETSCAP E TREES QUANTITY TOTAL POINTS LIVE OAK > 3.5" CAL (Quercus virginiana) . 8 2400 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 14 560 NON -CANOPY TOTAL STREETSCAPE: 2960 NOTE: 2 NON -CANOPY TREES C UNT AS 1 CANOPY TREE 11 RATIVE PAVING, ENNIAL GRASS IS ES AND DRAINAGE AREAS, AY, AND ADJACENT AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 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. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. i i LEGEND IRRIGATION SLEEVES 2--3" PVC PIPES & 1 - 2" ELECTRICAL SLEEVE R= SITE DEVELOPMENT AREA POINTS PER PROJECT AREA: 145,428 SQUARE FEET OF SITE AREA 145.354 SF / 1,000 = 146 146 x 30 = 4,380 POINTS * 2 (BUILDING >2,000 SF) = 8.760 POINTS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ((381'-40')/50) x 300 POINTS = 2,046 POINTS 1 _ I __:— TOTAR POINTS. REQUIRED: 8,760 + 2.046 = 10,806 _POINTS _ TOTAL I�'OINTS PROPOSED: 11,8Y0 POINTS (9-000 POINTS FROM CANOPY ,TREES 76%) DEACON DRIVE WEST STREETSCAPE: CANOPY TREES 1 PER 32'• ' _ ` ( 344 11_ CANOPY TREES.'REQUIRED ) 6.CANOPY TREES PROVIDED 10 NON—CANOPY TREES PROVIDED* * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 1i 4 PLA E SCALE VERTICAL I HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 SHEET N/F HEATH PHILLIPS INVESTMENTS LLC. TRACT 19, 29.175 ACRES 11623/227 ZONED A-0 30 15 0 30 SCALE IN FEET --- - ------------META -- � I I PLANTING LEGEND 11 LANDSCAIIE & STREETSCAPE POINTS TREES QUANTITY TOTAL POINTS SYMBOL SIZE NAME &TYPE I QUANTITY POINT VALUE TOTAL POINTS LIVE OAK j LIVE OAK > 3.4" CIAL (Quercus virginiana) 8 • > 3.4" CAL--' (Quercus virginiana) 22 150 3300 — CANOPY CREPE MYRTLE 1.25" C CREPE MYRTLE 14 560 1.25" CAL (Lagerstoemia indica) 40 40 1600 1760 NOTE: 2 NON -CANOPY TREES NON -CANOPY i TOTAL: 4900 STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK > 3.4" CIAL (Quercus virginiana) 8 -1200--- 200-CANOPY CANOPY CREPE MYRTLE 1.25" C (Lagerstoemia indica) 14 560 NON -CANOPY TOTAL STREETSCAPE: 1760 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE •O N/F HEATH PHILLIPS INVESTMENTS, LLC e I OT1, BLOCK 2 I$ ei' L 8 �, � , ." c } ,� 11.49 ACRES E ��u !�1: " j, I _ op•.: ZONED PDD GENERAL NOTE: rt? I 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, ORA PERENNIAL GRASS IS — • • i I ,q REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY; AND ADJACENT • I I PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION I ' ° ' a • - METER --w-- I A IRRIGATION SYSTEM NOTES:- -_ • I _ 4 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE :. a• INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. �, I ;�' ° • . 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A �� LJ� I II ' -' f •�" e ° `. = ° I '- - PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE - ��,,,, I � �• - . ; •: - � - ... - BACK FLOW DEVICE OR A DOUBLE-CHECK BACK E FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. J, r kj 3. ALL BACK FLOW: DEVICES MUST BE INSTALLED AND TESTED UPON t` w ` ` . • INSTALLATION AS PER CITY ORDINANCE 2394. e ' Lm ff`'' 4 -O .1. •o 12 W-12 W-12 W-12 W-12 1� z �:qph,,Ultz Engineering, 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 13-275 FEBRUARY 2014 S-12 S-12 S-12 S-12 S-12 S-12 S-12 S-12 S-12 S-12 � --S-12 S-12 BARRACKS II RECREATION CENTER BUILDING PHASE > BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 -COLLEGE STATION, TX LEGEND IRRIGATION SLEEVES 2-3" PVC PIPES & 1 N 2" ELECTRICAL SLEEVE SITE DEVELOPMENT AREA POINTS PER PROJECT. AREA: 145,428 SQUARE FEET OF SITE AREA 145,354 SF / 1,000 = 146 146 x 30 = 4,380 POINTS V ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ((381'-40')/50) x 300 POINTS = 2,046 POINTS TOTAL POINTS I . REQUIRED: 4,380 + 2046= 6,426 POINTS TO L --POINTS -PROPOSED: 660 POINTS. (3,000 POINTS FROM CANOPY TREES DEACON DRIVE WEST STREETSCAPE: CANOPY TREES (1 PER 32'): 344' = 11 CANOPY TREES REQUIRED j 6 CANOPY TREES PROVIDED V 10 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE LANDSCAPE FLAP SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 SHEET C 3Nv 1 da env 1 yarn nnv r da �rvv 1 na :� v yau--�ynv - .� > I .. / 7 .,. 4 ,.. EXISTING PARKING SPACES /. N 1 OF �+ _ � r r r LIMITS M .� r / 1 , .. PARKING SPACES "� / 0 9 PARE 1 • . : ,_ r `: . .... 120 PG, 184 ' VOL. 1 9 , I E � 14 9 PARKING SPACES �: _ _ ! ! B NCE , DISTUR A I) r r ExIsrlNc I�rnl r 1 ' _ .. CRAWFORD:BORNE TT LEA E A COLLEGE STATION, COUNTY TEXAS I 2 3 IRRIGATION N / PAEMENr � cTYP.� r t\ _I Tt� • :.. , FEBRUARY 201 ARY SIC 4ALE. 20 N�Z 6EXISTINGPARKING SPACES G 1 EXISTING HANDICAP SPACES EXISTIN 9PARKING SPACES _. 3NYl aNVl 3 t PROPOSED HANDICAP SPACES o sEWER LINE I_ _� sOzC.7 .e OWNER/DEVELOPER: SURVEYOR: _ Nl 3Ndi a -NVl 3aNtl3a-3NV13a 3Ntl1383--3 Nvi —`_ . �. HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING ` P.O. BOX 262 409 NTEXAS AVE /J // I Z WELLBORN TX 77881 BRYAN, TX 77803 4 ISLAND 4 Ln 1 > 979 268 3195ARKING 9 9 229 5906 : _ SF 73__ 00 EhGLNEER.1280 ...ENGINEERING,SCHUL7Z STANDARD --'E IS EXISTING FEN LLC E.r ,�• ..,•, ,, GURB ,r. _ .. r , F. _ .. _, .. .._ _. 5 _ O BOX 11995 _ - ra'+ ,. ,C—r ..�"s"_. _ :r..,,,.,i> N�m�..�3m,,...:T__.. ,m t,+r..L— - <i , ,..r ,.. 3 • f�1 �' i. . r. _.. tF.— .. .-. _ . ..-��I,••^�.^�^.: � Lrc!�.wrM f.4 ... .. _.. .. ..... �M^!'t?� { .'� 20 10 � �� a.. � -- ....___ _ .: _. __..:.-----�. __.-- -- ..- j COLLEGE STATION,TX 77842 _ ^ IN .FEET _ W: _.. ------ _ { SCALE /� _- � ; f 31 979 764-3900 : ll II !fidEngineeringLu 2730 Longmire, Suite A College Station, Texas 77845 - 979.764.3900 TBPE NO. 12327. SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-275 FEBRUARY 2014 U 1z, ineerin e Ery9�:.LL 2730 Longmire, Suite A College Station Texas 77845 979.764.3900 TBPE 1\10: 12327 SURVEYED Y DESIGNED t .DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERB DLD I DLD JPS 13-275 FEBRUARY 2014 i SCALE SHEET - V VERALL ST )"E (:Xr EROSION VERTICAL HORIZONTAL PLAN {' 1 t 1 q. OF 2 PLOTTING SCALE. FILE NAME: 13-275