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Aent NC TE CifR`5 ff If A 2 AND GUTTER )%nor REFERENCE- 01/SP-1.1 SCALE: I"=I'-0" ?A-195�004— OAt cp --tk,rLpt pi � P-A-p't"t � Ca4 T /*7 51TE FLAN SITE REFERENCE: NONE SCALE: I"=20'-01' NORTH LOT, 15 (PROPOSED) ELOCKi 01 SMIDIVISIONi CSL OF TEXAS, INC, ADDITION COLLEGE STATION, TEXAS BRAZOS COUNTY I' G` COMPACTED 5U5QRADE ""m*' T f=$r E I N C ) N CM. f REFERENCE; 01/5P-1.1 �—G" LIME STABILIZED SUBGRADE @ 7% (EXTEND I' BEYOND CURB) 4 TYPICAL REINFORCING: #3 BARS @ 12" O.C,E,W, 2" CLEAR WIDTH REINFORCING @ FIRE LANE; #4 BARS @ 15" O.C.E.W, 2" CLEAR WIDTH VEMENT SCALE, I"=I'-0` 5Y1' 50L LEGEND —w— WATER LINE MANHOLE 0 _cv— GAS LINE 0 WATER METER Hm 1110111 —5—SEWER LINE FIRE HYDRANT PN - -- 0-0` WOOD FE968� EM Mr ELECTRIC -'TER GENER.4L NOTES 01 IRRIGATION MUST BE PROVIDED PRIOR TO 15SUANCE OF C.O. 02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRE55URE VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE OR A DOUBLE-CHECK 13ACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394, 03 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 04 SHRUBS ALONG FRONT OF LOT MUST BE 5' HIGH FOR SCREENING PURPOSES. 05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS 45041CO14A C t 48041CO182 C, EFFECTIVE JULY 2, 1982, THIS PROPERTY 15 NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. 06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL D15TRICT WITHIN 160' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE, SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE, 07 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL. GRA55 15 REQUIRED IN PARKING LOT 15LANDS, SWALE5 AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, BUFFER YARD LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 05 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS, Oq ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE SHALL BE MARKED WITH A CONTINUOUS 51' WIDE RED PAINTED STRIP, WITH 41' WHITE LETTERING STATING "FIRE LANE NO PARKING TOW AWAY ZONE". 'WORDING MAY NOT BE SPACED MORE THAN 151 APART. io STREET5CAPE PLANTINGS TO BE SUFFICIENT TO $GREEN PARKING AREA$ PER UDO SPECIFICATIONS. M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSEE) TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL �]A L NAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL- FRAMING AND FOUNDATION. 5HOUL-1) A ENGINEER'S SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOP, THE STRUCTURAL DESIGN. M-rl DE51GN WILL NOT BE HELD RESPONSIBLE FOP, THE STRUCTURAL DESIGN AND/OR ANY' PROBLEMS THAT MAY AR15E REGARDING THE DESIGN, CITY OF COLLEGE S"I"ATION, REQUIREMENTS r2XM5QL MINIMUM: NAM QUAtjjITY POINT POINI HEATED; MAXIMUM: 32 GALLONS PER MINUTE ul 1,050,30 YALU NONE SEWER DEMAND: MINIMUM; 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15,360 GALL -ONS PER DAY L 2.1" TO 5.4" LIVE OAK TREE 4 150 (000 CALIPER (Quercus - virginiona) cCREPE 1.25" MYRTI-E (Logerstroem(a Indica) 5 40 200 v, CALIPER 5 GAL SHRUB (Wax Leaf Ligustrum) 10 10 100 I ALL CALIPER MEASUREMENTS SHALL BE 12" ABOVE GRADE 5TREET5CAPE (100' / 50) x 300 PTS = 600 PTS (174- / 321) - 6 CANOPY TREE -5 (OR 12 NON -CANOPY TREES) POINTS PER PROJECT AREA: q,229.0 SQUARE FEET OF SITE AREA q, 22q.0 / 1,000 = q.2 q.2 x 30 = 276 POINTS TOTAL POINTS REQUIRED: 876 TOTAL POINTS PR EPS qw PARKING REQUIREMENTS FOR OFFICE BUILDING: ---- TOTAL 5FACES REQUIREDc 4 TOTAL SPACES PROP05ED: 4 4 _.a AM It" r,."gvg-- �­�nw, f f�w� �. -L5 e fmpmsLm' "' M 918 � INFORMATION JONES DEVELOPMENT OWNER/DEVELOPER ANTHONY L. JONES 3205 EARL RUDDER FRHY COLLEGE STATION, TX 77845 ENGINEER: DESIGNER.- N -M DESIGN STEVE MU55ER 1817-A 5ROTHER5 BLVD COLLEGE STATION, TX 77845 (q79) 694-705q WATER 4 Sr=UJER* DEMANDS WATER 12EMANQ: MINIMUM: 0 GALLONS PER MINUTE JAN AVERAGE-. < I GALLONS PER MINUTE HEATED; MAXIMUM: 32 GALLONS PER MINUTE ul 1,050,30 REVISION. NONE SEWER DEMAND: MINIMUM; 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15,360 GALL -ONS PER DAY ..RRIGALIO. N: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE DATE: 05/29/05 PROJECT: AB -06-220 DRAWN: JAN CHECKED: SRN I HEATED; 873,70 SLAB: 1,050,30 REVISION. NONE SHEET NUMBER V"IW L0 U5 .SHEET 01 OF �01 I I FINISHED FLOOR LINE q^ -O" PLATE LINE FINISHED FLOOR I REFERENCE: OVA -1.1 SCALE: %4"=I'-01' L r. " i 'IR4 — G RAY 4 THERED MOODEA SHINGLES 12 Ia 7 Z L A", T, E ukl� hIH ITE b PAINTED q BRICK RICK FINISHED FLOOR LINE ELE'vp,4 REFERENCE;. AL RENCEt 01/A-1.1 SCALE, =1 -0 91-0" PLATE LINE SHED FLOOR LINE ALL DRANING5, PLANS AND SPECIFICATIONS ARE PROPERTY OF Mr -I DESIGN. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED TO A ONE-TIME USE TO COI,,ISTRUCT A SINGLE PROJECT ON THE LOT STATED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED 1-11THOLJT IAIRITTEN PERMISSION OF Ml -1 DESIGN IN COLLEGE STA, TX. M -M DESIGN is NOT AN ENGINEERING FIRM NOR AN ARCHITEcTURAL FIRM. VIE ARE NOT QUALIFIED NOR ARE klE LICENSED TO DESIGN STRUCTURAL- FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTEE) REGARDING -.:5TRUCTURAL FRAMING AND FOUNDATIONS, SHOULD AN ENGINEER'S SEAL BE PRESENT ON THE;. DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR, THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN, M -M DESIGN MILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. DATE: 08/2q/05 PROJECT: AB -05-220 DRAI-4N: TJF CHECKED: SRII HEATED-. q73.7 Ell SLAB: 1,050,3ql REVISION: NONE SHEET NUMBER ,14 am 3 .01 SHEET 04 OF OB it .0 �n CONCRETE CURB 'P. AND GUTTER REFERENCE, 01/SP—I.1 SCAL.Es 04-0' TYPICAL REINFORCING: #3 BARS @ 12" O.G.E.W. 2" CLEAR WIDTH REINFORCING @ FIRE LANE: #4 BARS @ 18" O.C.E.W. 2" CLEAR WIDTH 6" COMPACTED 5UBGRADE 0 TYI=. RE INFORC: CONC. FAVEME REFERENCES 01/SP—I.1 TOOL %8' RAD. ALONG ALL EDGES lye" DEEP REINF. AS PER GONG. PAVEMENT DETAIL ' 11--111—III-111-1 —I �— COMPACTED 5U5GRADE CONTRACTION 4 JOIN' . REFERENCE:01/SP-1.1 TOOL %8' RAD. ALONG --\ JOINT SEALER AS SPEC'D.� 3/4" EXPANSION JOINT —� MATERIAL AS 5PEC'D. ALL EDGES SMOOTH BAR DOWEL Vx18" @ 18" O.G. (DOWEL TO A OILED W/ STD. NO. 40 SAE GRADE) ED NT SCALES 04-0' SCALES 04-0' EXPANSION CAP -INSIDE - DIA. TO BE ye' GREATER THAN DIA. OF DOWEL It EXTEND - 1/2 LENGTH OF DOWEL . GREINF. AS PER GONG. COMPACTED SUBGRADE PAVEMENT DETAIL EXPAN51ON L/)t� JOIN' REFERENCEI 01/SP-1.1 SCALEt 1'440 AEROBIC SYSTEM h V 4 STATION BIKE RACK BRIAN BRUMMIT ZONED CA PROPOSED ELECTRICAL SERVICE SYMBOL LEGEND —w— WATER LINE O MANHOLE —�— GAS LINE ® WATER METER —s— SEWER LINE li:Q:II FIRE HYDRANT FH -o—o- 6'-0" WOOD FENCE p ELECTRIC METER GENERAL NOTES 01 IRRIGATION MUST BE PROVIDED PRIOR TO 155UANCE OF G.O. 02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS k PER CITY ORDINANCE 2384. 03 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2384. 04 SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH FOR SCREENING PURPOSES. 05 ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZO5 COUNTY TEXAS AND INCORPORATED AREA MAP NUMBERS 4804100144 C 4 4804100182 C, EFFECTIVE JULY 2, Igg2, THIS PROPERTY 15 NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. 06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO F MAINTAIN A UNIFIED APPEARANCE. 07 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRA55 15 REQUIRED IN PARKING LOT ISLANDS, SHALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, BUFFER YARD LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 08 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BG5 UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS. s Og BUILDING TO BE WOOD FRAMED BRICK VENEER CONSTRUCTION. 10 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS. II DEVELOPER TO PROVIDE 30' RIGID CONDUIT FOR RI5ER POLE AND 1145TALL CONDUIT TO BUILDING PER CITY SPECS AND DESIGN 12 5`ITREET5CAPE PLANTINGS TO BE SUFFICENT TO SCREEN PARKING AREAS PER UDO SPECIFICATIONS. M -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DE51GN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE z RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DE51GN AND/OR ANY PROBLEMS THAT MAY ARI5E REGARDING THE DESIGN. ELEVATION GEIRTiFiCATE © REQUIRED ❑ +1' ❑ +z' E3 +T ED +441 NOT REOUIRED 5 IT E FL. REFERENCE: NONE SCALE: 0=20'-0" NORTH REVIEWED FOR COMPLIANCE FEB 1 3 2006 COLLEGE STATION DEVELOPMENT SERVICES t ; ® U ,� r° Fil L O s IB (PROPOSED) BLOCK: 01 SUBDIVISIONS GSL OF TEXAS, INC. ADDITION COLLEGE STATION, TEXAS BRAZOS COUNTY CIT`' OF COLLEGE STATION REQUIREMENTS SYMBOL WATER DEMAND: MINIMUM: NAME QUANTITY POB NT POINT 32 GALLONS PER MINUTE 2.1" TO 3.4" LIVE OAK TREE 4 150 600 15,360 GALLONS PER DAY CALIPER (Quercus virginiana) AVERAGE: < I GALLONS PER MINUTE I MAXIMUM: 15 GALLONS PER MINUTE 125" CREPE MYRTLE (Lagerstroemia Indica) 12 40 480 CALIPER 5 GAL SHRUB ( W(�ax-,.L�e, al~---L-igustr-um�- 24 10 240 clf� ALL CALIPER MEASUREMENTS SHALL BE 12" ABOVE GRADE 5TREET5CAPE (144' / 50) x 300 PTS = 864 PT5 (144' / 32) = 5 CANOPY TREES (OR 10 NON -CANOPY TREES) POINTS PER PROJECT AREA: g,22g.0 SQUARE FEET OF SITE AREA g,22g.0 / 1,000 = g.2 g.2 x 30 = 276 POINTS TOTAL POINTS REQJIREDo 1140 TOTAL POINTS PROPOSEDs IBM PARKING REQUIREMENTS FOR OFFICE BUILDING: (I SPACE / 250.0 SQ.FT.) x 873.7 SQ.FT. = 3.g SPACES TOTAL SPACES REQUIREDs 4 TOTAL SPACES PROPOSEDo 4 _ __ . ..._ _ ..� .`_ .,..,.... _...... .- -... - y......w • ..x,xs.=a.r..., _ .3 . -..vv _:' .,:..._ ..c+. ?v:.[+s.. •.F.vaYca5b" _ 34- £G M i heA: �;e _ ..,rsf[N N T '►� �,, INFORMATION JONES DEVELOPMENT SUBMITTAL DATE 12/OG/05 TOTAL SITE APPA, PHASE 21 9,229.0 SQ.FT. OWNER/DEVELOPERi ANTHONY L. JONES 3205 EARL RUDDER FRWY } COLLEGE STATION, TX 77845 DE5IGNER: M—M DESIGN STEVE MU55ER 1817-A BROTHERS BLVD COLLEGE STATION, TX 77845 (g7g) 6g4-7058 WATER 4 SEUSR DEMANDS - 08/29/05 PROJECT: WATER DEMAND: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 32 GALLONS PER MINUTE SEWER DEMAND: MINIMUM: O' GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15,360 GALLONS PER DAY IRRIGATION: MINIMUM: 'O GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE I MAXIMUM: 15 GALLONS PER MINUTE DATE: 08/29/05 PROJECT: AB -05-220 DRAWN: JAW CHECKED: SRM HEATED: C173.7111 SLAB: 11050.3$ REVISION: 1/18/06 SHEET NUMBER SHEET 01 OF 01 o • r19 �r 'P - 6" COMPACTED SUBGRADE T**rF. REINFORCE CONC. FAVE�IENT REFERENCE: OVSP-I.1 SCA1.E� I"•1'-0" TOOL 'k8" RAD. ALONG ALL EDGES 1 �" DEEP REINF. AS PER CONC. PAVEMENT DTAIL -_,I_Il�lli-111�1�1 111-1I �I_III Imil COMPACTED SUBGRADE CO � C�'IO 04' JOINT REFERENCE: 01/SP-1.1 SCAL.Et i'•I'-0' TOOL �m RAD. ALONG JOINT SEALER AS SPEC'D.—\ 3/4" EXPANSION JOINT MATERIAL AS SPEC'D. ALL EDGES SMOOTH BAR DOWEL &"x 18" @ 18" O.G. (DOWEL TO BE OILED W/ STD. NO. 40 SAE GRADE) EXPAN51ON CAP -INSIDE DIA. TO BE y6" GREATER THAN DIA. OF DOWEL 4 EXTEND - 1/2 LENGTH OF DOWEL REINF. AS PER CONC. COMPACTED SUBGRADE PAVEMENT DETAIL EXf=AN5ION mo):� JOINT REFI: U34m Ol/SP-1.1 E4 SCALE: Iff=!'-ol' 0 46 AEROBIC 4 STATION BIKE RACK BRIAN BRUMMIT ZONED G-1 PROPOSED ELECTRICAL SERVICE S`r'M150L LEGEND —I+— WATER LINE o MANHOLE 0 U- GAS LINE ® WATER METER WM —5— SEWER LINE FIRE HYDRANT FH fl ---a- 6'-0" WOOD FENCE p ELECTRIC METER GENERAL NOTES 0 GALLONS PER MINUTE AVEFaGE: r 01 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF G.O. 32 GALLONS PER MINUTE 02 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE 0 GALLONS PER MINUTE VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE }; OR A DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS 15,360 GALLONS PER DAY PER CITY ORDINANCE 2384. 0 GALLONS PER MINUTE 03 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED < I GALLONS PER MINUTE UPON INSTALLATION AS PER CITY ORDINANCE 2384. 15 GALLONS PER MINUTE 04 SHRUBS ALONG FRONT OF LOT MUST BE 3' HIGH FOR SCREENING PURPOSES. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS �COUNTY TEXAS AND INCORPORATED AREA MAP NUMaERS 4804100144 G t 4804100182 C, EFFECTIVE JULY 2, Igg2, THIS ' PROPERTY IS NOT LOCATED IN A 100 -YEAR FLOOD HAZARD AREA. 06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL . BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE <; VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM '$ A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SMALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO " Av MAINTAIN A UNIFIED APPEARANCE. 07 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRA55 15 REQUIRED IN PARKING LOT ISLANDS, 5WALE5 AND DRAINAGE AREAS, THEi PARKING LOT SETBACK, RIGHTS -Of -WAY, BUFFER YARD LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 08 WATER AND SEWER CONSTRUCTION SHALL -BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS. Oq BUILDING TO BE WOOD FRAMED BRICK VENEER CONSTRUCTION. 10 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS, 11 Df VF�-OPER TO PROVIDE 30' RIGID CONDUIT FOR RISER POLE AND INSTA"CONDUIT TO BUILDING PER CITY 5PEC5 AND DESIGN ' 1 SCAPE PLANTINGS TO BE SUFFICIENT TO SCREEN 12 STREENG AREAS PER UDO SPECIFICATIONS. PARK1 N 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL M -M DESIc ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN FIRM. WE FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER BE CONSULTED REGARDING STRUCTURAL FRAMING ENGINEER ,CATION. SHOULD A ENGINEER AND FOUND 'S SEAL BE PRESENT ON THE DRAWING THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIf§!LITY FOR THE STRUCTURAL DESIGN. M -M DE51GN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBL-EMS THAT MAY ARISE REGARDING THE DESIGN. I T' f.;; � I f` `� L 4 N REFERENCE: NONE .. _ a INFORMATION JONES DEVELOPMENT SUBMITTAL DATE is TOTAL SITE AREA 9 22q.0/ Ior SQ.FT. OWNER/DEVELOPER: ANTHONY L. JONES 3205 EARL RUDDER FRWY COLLEGE STATION, TX 77845 ENGINEER: DESIGNER: L.M-M DESIGN ST -A BROTHERS BLVD COLLEGE STATION, TX 77845 (q7q) 6q4 -705q WATER 4 SfWER DEMANDS WATER DEMAND: MINI]JM' 0 GALLONS PER MINUTE AVEFaGE: < I GALLONS PER MINUTE MAXIMUM: 32 GALLONS PER MINUTE SEWER DEMAND: MINIMUM: 0 GALLONS PER MINUTE AVEFAGE: < I GALLONS PER MINUTE MAXIMUM: 15,360 GALLONS PER DAY IRRIGATION: MINIP"I.UM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE 2Vic' V[,"UnP t�i2�oa DATE: PROJECT: AB -05-220 DRAWN: JAW CHECKED: SRM HEATED: 973.70 SLAB: i, 050.31p REVISION: NONE SHEET NUMBER SHEET 01 OF 01 'i -POSTS OR WOODEN LATHES SPACED 6'-0" APART TO CONSTRUCT SILT FENCE SILT FENCE TO BE INSTALLED WHERE SHALLOW SHEET DRAINAZE TO BE UTILIZED LIN AREAS WHRS - HAYBERE CONCENTRATEDLES AND SILTNCFLOW OCCURS ie, AT OUTLET STRUCTURES. "T' -POSTS OR WOODEN LATHES SPACED 6'-0" APART TOO ANCHOR HAY SALES NATURAL GROUND "OR" _ FINISHED GRADE SF SF - XNG27528 �ry A �ry i % 1 " Zrol A \ ^`' ^� (" 2" X 4' WLR MESH FASTENED TO 'T -POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO 'T =POST & %TRE MESH 8' OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL. ALLOW 2.5' TO 5.0' 0 TOE OF SLOPE — FOR SEDfl1ENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. :EROSION CONTL BARRIER DETAIL N.T.S. XNG275.73 _4' 4 06" W N 8854v ,�, . = .-• I�v ! e�O A:Q i oy a0 # GSE EXISTING PAVEMEP (SEBESTA ROAD) PROPOSED EXPANSION JOINT (SEE DETAIL THIS SHEET) — "SAW -CUT" EXISTING CONCRETE PAVEMENT 5/8'0 X 12" DOWELS 0 12" O.C. (DRILL EXISANG PAVEMENT AND EPDXY OPOSED REINFORCED INCRETE APRON SCALE: 1 "— 10' TL 0 10 50 Z 5 25 (SCALE IN FEET) U) w EXISTING STORM DRAINAGE INLET BOX WITH OPEN BACK & HEADER ww CURB !4 ,38 —21-)7 — DENOTES EXISTING CONTOUR Z 298 DENOTES PROPOSED CONTOUR TCOD0.00 DENOTES PROPOSED TOP OF CURB ELEVATION TPODO.00 DENOTES PROPOSED TOP OF PAVEMENT ELEVATION F.F.=000.00 DENOTES PROPOSED FINISHED FLOOR ELEVATION FLOOO.00 DENOTES PROPOSED FLOWUNE ELEVATION FG000.00 DENOTES PROPOSED FINISHED GRADE ELEVATION > DENOTES PROPOSED DRAINAGE FLOW DIRECTION SF DENOTES PROPOSED "SILT -FENCE" TOP000.00 DENOTES TOP PROPOSED RETAINING WALL XTC000.00 DENOTES EXISTING TOP OF CURB XTP000.00 DENOTES EXISTING TOP OF PAVEMENT XTW000.00 DENOTES EXISTING TOP OF SIDEWALK XNGOOO.OD DENOTES EXISTING TOP NATURAL GROUND t;. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT O LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT w UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE N 0 OF ANY EXCAVATION. � U ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. w N z W U uj O � O M W NOTE: THE SUBJECT SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOOD PLAIN AS DEPICTED N ,C ON FEMA FIRM COMMUNITY PANEL NO. 4.8041 CO163C, EFFECTIVE DATE JULY 2, 1992. h O w z D 0n o � 8" THICK REINFORCED CONCRETE PAVEMENT (3,000 P.S.I. 28-11AY) 1 Q� IN PLACE - DO NOT EPDXY m TOP PROPOSED APRON PROPOSED PAVEMENT) 1.00' 6` CURB 1 1/2' is BARS 0 TOP OF EXISTING CONCRETE 12- O.C. (BOTHWAYS)_ PAVEMENT (SEBESTA ROAD) so tL ( 5/8'0 X 12' DOWELS @ 12' O.C. a . •..; - PROVIDE TYPICAL EXPANSION JOINT 0 RIGHT--OF-WAY UNE 1/2' 4 BARS 0 12" O.C. 3,000 P.S.I, CONCRETE (28 -DAY STRENGTH) 6` 5'-0" TRANSITION PAVEMENT THICKNESS 6" THICKNESS COMPACTED LIME STABILIZED THIS AREA AS SHOWN SUBGRADE (ASSUME 5%) TYPIM SECTION THRU ACCESS DRIVE APRON N.T.S. Tl- Z/ //A' 6' THICKNESS LIME STABILIZED SUBGRADE (ASSUME 5%)("1 jj� i IF uO 1/2" 0 BARS ® 12' O.C. BOTHWAYS (FIRELANE & APRON) @ V(J CJ 3/8" 0 BARS ® 12" O.C. BOTHWAYS (ELSEWHERE) OQ {1nFI 0 0 TYPICAL 6" REINFORCED CONCRETE PAVEMENT N.T.S. � @0am c��,QBED (L9@� 3/4` THICK X 4" WIDE 3/4' WIDE X 1' DEEP JOINT FILLED FIBER FORM MATERIAL WITH POLYURETHANE JOINT SEAL FIBER FORM MATERIAL--\ 6' THICK REINFORCED CONCRETE PAVEMENT =■/fes 5/8"10 X 12' SMOOTH 'GREASED" (n DOWELS WITH CARDBOARD SLEEVES 0 12` O.C. TYPICAL, EXPANSION JOINT DETAIL N.T.S.� E LU �'"" zaw O "4 it -0 NOTE: tai N e'er SEE SITE PLAN FOR PARKING LOT DIMENSIONS. LL in V) < U 0C in OWNT;R / DEVELOPER: ANTHONY L. JONES �\ 3205 EARL RUDDER FREEWAY SOUTH 0 '� COLLEGE STATION. TEXAS 77845 TELEPHONE: (979) 693-6699 FAX: (979) 696-2941 5h1EET NO. a 0 PREPARED BY: KEN "EARL` HAVEL r- N 310 UNIVERSITY DRIVE EAST n "i COLLEGE STATION, TEXAS 77840 TELEPHONE: (979) 693-1530 "' O FAX: (979) 696-304.0 Z E-MAIL: "earlhavel0earthlink.net" ¢ 30 41 1i z CITY OF BRYAN The Good Life, Tem Style. DRAWN BY: * DATE: 01-01-05 -SCALE: N T S APPROVED: W.P.K. FIGURE w SHEET I OF 4 ONO 9T, NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. m TEE THRUST BLOCK W o� O ff Li cn o U) y 0 QU mo _J m 'OUR AGAINST 1NDISTURBED EARTH IEE ANU HLUU S)UHEUULL_ ID (in) THRUST (tons) C (ft) A (ft) VOLUME (c.y.) 4,6,8 5.1 1.5 2.5 0.3 10,12 11.3 1.5 3.5 0.6 r, 0" W Q 00 Q wcn QU mo m POUR AGAINST ` UNDISTURBED EARTH PLUG THRUST BLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24'' AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE, 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST UNDISTURBED EARTH WIDTH �a A (ft) B (ft) C I (ft) d" . '. v VOLUME (c.y•) 4. � 5.0 e •�. �•• 1.510.9 �°41 :d 2.7 0.4 900 • � t •pd •d 6.5 2.5 u 11.2 4.0 a 450 INSTALLED WITH THE MAIN 2.0 1.5 0.9 1.5 0.2 ti• •, 't tee. 3.5 p 1.5 d i 2.2 0.5 •d • 1 1.5 1.5 1 1.5 d. O 0.8 0.1 22.5° • .. • p••ti! °f n 2.0 2.5 1.5 1.2 1.1 0.3 6,8'' ' 1.0 1.5 1.5 0.9 0.4 0.1 11.25° 10,12 IILNNER DIA. SECTION X -X CONCRETE SHALL NOT EXTEND BEYOND JOINTS X Q POUR CONCRETE AGAINST UNDISTURBED EARTH HORIZONTAL THRUST BLOCK SCHEDULE BEND �a A (ft) B (ft) C I (ft) d" . '. G (ft) VOLUME (c.y•) 4. � 5.0 e •�. �•• 1.510.9 �°41 :d 2.7 0.4 900 • � t •pd •d 6.5 2.5 u 11.2 4.0 a 450 INSTALLED WITH THE MAIN 2.0 1.5 0.9 1.5 0.2 -6,8'"12.0 10,12"l 3.5 p 1.5 d i POUR CONCRETE AGAINST UNDISTURBED EARTH HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE ( I+ A (ft) B (ft) C I (ft) E (ft) G (ft) VOLUME (c.y•) 4. 6,8" 5.0 1.5 1.510.9 APPROVED EQUAL. 2.7 0.4 900 10,12'I 6.5 2.5 1.5 11.2 4.0 1.0 450 INSTALLED WITH THE MAIN 2.0 1.5 0.9 1.5 0.2 -6,8'"12.0 10,12"l 3.5 2.5 1.5 1.2 2.2 0.5 6,8 '' 1 1.5 1.5 1 1.5 0.9 0.8 0.1 22.5° 10,12") 2.0 2.5 1.5 1.2 1.1 0.3 6,8'' ' 1.0 1.5 1.5 0.9 0.4 0.1 11.25° 10,12 ( 1.5 1.5 1.5 1 1.2 0.6 0.1 PLAN VIEW TYPICAL HORIZONTAL THRUST BLOCK WATER PIPE PIPE JOINT W2-00 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. VV/AIttC L11Nr 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. Mt 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. w 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC.CURB & GUTTER VIEW A -A DOUBLE SERVICE WATER CROSSING 4' MIN. T 2' MIN. -3' MAX. 2' MIN. YPE "K" COPPER TUBING FOR DOUBLE SERVICE) BRASS WYE )UBLE SERV.) 0 m ro z 0 CA w x CaITY OF BRYAN The Good Life, Texas Style. - DRAWN BY: C DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE U U 2 SHEET 2 OF 41 O Mt u'. w � O CaITY OF BRYAN The Good Life, Texas Style. - DRAWN BY: C DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE U U 2 SHEET 2 OF 41 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. WAT IV r-mIV APPROVED 3" OR LARGER COMPOUND METERS VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC -BR PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. /VALVE CONCRETE VAULT ► lllm011111 SERVICE CONNECTION AND VALVE METER VAULT FLOOR (6" LIP) M__ETER VAULT ASSEMBLY NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE'' SHALL INCLUDE ALL MATERIALS, AS SHOWN IN DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. 3. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER 1" BRASS ELL (TYP.) HOT -BOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL W3-00 BRONZE INSECT SCREEN W/S.S. HOSE CLAMP 4" X 3' X 3' CONCRETE PAD 1" IRON PIPE THREAD COMPRESSION FITTING AND 1" GATE VALVE �.mill III a . I" TAPPING SADDLE W/ CORPORATION STOP. BLACK TEXT 10" UNDERGROUND PIPELINE CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND 14" VALVE 7" NO. WHITE 101, BACKGROUND. 41-011..;:� NOTES: 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EAC INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) (NOT A SEPARATE PAY ITEM) —2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 8' BLUE, HEAVY DUTY, WING CHANNEL POST 2' X 4' X 6" CONCRETE SLAB NOT GREATER THAN 45° 41-011 L " I AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL NOTE: COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER ASTM D698 AIR RELEASE VALVE &VACUUM CHECK VALVE w3-02 MAIN LINE M. J. TEE )R CROSS VALVE BOX AND SHAFT EXTENSION 4'-0" CAST IRON VALVE BOX COVER ,-2' X 4'X 6" CONCRETE SLAB `6" DIP W/RETAINING GLAND AT BEND AND PLUG. THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON W/THRUST BLOCK UNDISTURBED SOIL _R iii, 1-108 e�v • � GALV. ELL GALV. NIPPLE !�— REMOVE AND DISCARD AFTER USE BROOKS UNDERGROUND ENCLOSURE - MODEL 1220 ' SCH. 40 GALV, PIPE OR APPROVED EQUAL AFTER BLOW -OFF INSTALL MALE QUICK EXIST. GRADE CONNECTION & CAP BRASS ELL CONCRETE BLOCKING:�� (SEE BLOCKING DETAIL) r. d BRASS NIPPLE BRASS BALL VALVE a• A MJ TAPPED CAP WATER MAIN BLOW -OFF RISER W3-03 %ACK FILL INSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED MBLY W.3-01 V) z 0 w P4 CITY OF BRYAN The Good Life, Teras Styk.— DRAWN BY: DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE 93 SHEET 3 OF 4 O H O CITY OF BRYAN The Good Life, Teras Styk.— DRAWN BY: DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE 93 SHEET 3 OF 4 MAIN TRACK �) SUBGRADE DITCH I� o�o 4 _6 MIN. 4'-0" MIN. MACHINE BORING (TUNNELING IN EMBANKMENT) STEEL CASING -J CARRIER PIPE MACHINE BORING (TUNNELING IN CUT) NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION, 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RAILROAD CROSSING 11 Ii OPEN CUT LIMIT T-0" MIN. T-0" MIN. MACHINE BORING (TUNNELING) WIDTH OF PAVEMENT STEEL CASING AS REQUIRED - T-0" MIN. OPEN CUT LIMIT - SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS, 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL CITY STREET CROSSING, A� SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO -{-4/. OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98/ OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ORIGINAL GROUND OPTIMUM TO i-4/ OF OPTIMUM UNDER FUTURE STREET AREAS, IN FUTURE STREET AREA A GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PLACE METAL DETECTOR MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT 12"-18" DEPTH. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 A� SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 5"-12" MINIMUM PERCENT PASSING 3/4" SIEVE 100 © {MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. AT OPTIMUM N 0 T E S : 1. FOR BEDDING AND TRENCHING WITHIN EXISTING S TREE T/ 4" MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. �--- 2. All bedding & installation of PVC pipe shall be in accordance PIPE �- UNDISTURBED SOIL to ANSI/AWWA Standards for PVC Pipe, O.D. 3. All bedding & installation of Ductile Iron pipe shall be in accordance to ANSI/AWWA C150/A21.50. 6" MIN./12" MAX. 4. Compaction shall be attained by mechanical tamping. 5. Relative compaction sholl be tested in the presence of the City Engineer. 6. Dust resulting from the Contractor's performance of the work, either inside or outside the right of way, shall be controlled by the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. 8. See "Open Cut Details" ST4-00, ST4-02 & ST4-02. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NOA-STRUCTURAL OR FUTURE STREET AREAS MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 3'-0" BELOW DITCH FLOW LINE. HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS CARRIER PIPE IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS STEEL CASING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF NOTE: LAST DISTURBANCE. 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOP. WATER AND SEWER APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED LINE CONSTRUCTION. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 3. DRY BORING IS REQUIRED. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. TYPICAL STATE HOR M ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. THOROUGHFARE CROSSING ESTABLISHMENT OF VEGETATION W4-02 MAY BE A WARRANTY ITEM. z 0 w a i dM dM r� CiITY OF BRYAN The Good Life, Texas Style.` DRAWN BY: & DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE �N 0 SHEET 4 OF 4 5' SIDEWALK SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" / WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "DARK BRICK RED" / (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING. EXPANSION JT. & -1 SMOOTH DOWEL BAR, 1/2" 0 X 16", WITH CAP @ 12" O.C. (COATED W/HEAVY GREASE) PROPERTY LINE —� '�5,��-9,� �x�% / ---------- — i I Iii PERMISSIBLE CONST. JOINT 5' SIDEWALK TYPE "G" JOINT TYP. 31 <::�--BACK OF CURB I, NE\GN� GURB , — SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" ' WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS / OF COLORED CONCRETE. RAMP SHALL BE "DARK BRICK RED" / 4' SIDEWALK (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING. I EXPANSION JT. & — i /SMOOTH DOWEL BAR, c� 1 25' R. CAF'�'�H � 12"0 C z� (COATED W/HEAVY GREASE) 00 � Q I PROPERTY LINE _ 4B11 COMMERCIAL 5'SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION Iswi-00 SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2" DEET 1/4" TO 3/4" WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "DARK BRICK RED" (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING. NO COLOR AT DRIVEWAYS. EXPANSION JT. & SMOOTH DOWEL BAR, 1/2"0 X 16", WITH CAP @ 12" O.C. (COATED W/HEAVY GREASE) 5' SIDEWALK 3' MIN. PERMISSIBLE CONST. JOINT 4' SIDEWALK TYPE "G" JOINT � TYP. 1 4' BACK OF CURB �!r NE\Gvo CURS ir� RESIDENTIAL 4.'SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION lswi-oi RAMP! 1:12 SLOPE ItII, EIGHT VARIES (TYP) COMMERCIAL 5'SID,EWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES ISW1-02 SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2 DEEP, -1/4" TO 3/4" WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "DARK BRICK RED" (SHEPLERS OR EQUIV.) IN COLOR BY SURFACE COLORING. NO COLOR AT DRIVEWAYS. 4' SIDEWALK — BACK OF CURB EXPANSION JT. & SMOOTH DOWEL BAR, 1/2" 0 X 16", WITH CAP @ 12" O.C. (COATED W/HEAVY GREASE) A 3' MIN. 1 1 I * RAMPI 1:12 �SLOPE 6' MIN. i[Ah CURB HEIGHT VARIES (TYP) RESIDENTIAL 4'SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES [s'vw i - o 3 a DRAWN BY: * DATE: 04-07-03 SCALE: N T S APPROVED: W. P. K. FIGURE: SW1 SHEET 1 OF 2 _ DRAWN BY: * DATE: 04-07-03 SCALE: N T S APPROVED: W. P. K. FIGURE: SW1 SHEET 1 OF 2 CROSS 'SLOPE 1/4" to 1/2" PER FT. PAVEMENT NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. CROSS SLOPE 1/4" PER FT.(MIN.) CROSS SLOPE SIDEWALK 1/4" PER FT. w z_ J NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH CITY OF BRYAN DESIGN GUIDELINES. 2. FINISH LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1/4" DEEP @ 4' INTERVALS. EXPANSION JOINTS @ 60' O.C., CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 X 12" BARS @ 12" O.C. OR #4 X 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98X OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTER COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2" 0 X 18", 12" O.C. 3/4" (COATED W/HEAVY GREASE) 411 NON -EXTRUDING FILLER 3" LONG -METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE %16" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. SIDEWALK EXPANSION & CONSTRUCTION JOINT SIDEWALK SLOPE REQUIREMENTS ISW2-003'0"5'-0" VARIES!< E— 1/4"/17OOT i SEE COMPACTION NOTE /77- #3_-i RS @ 12" O.C.E.7no. 28 -DAY CONCRETE #4 "BARS @ 18" Q.C.E.W. STRENGTH = 3000 psi (4" THICK MIN.) SEE FINISH NOTE w--- 5' CONCRETE SIDEWALK COMMERCIAL 1/8" TO 3/16" 3/8" R -SAWED OR FORMED, SEAL WITH EXPANSION JOINT MATERIAL, MIN. DEPTH = 1/2" 4" SIDEWALK CONTRACTION JOINT R 41-011 4 0 11 VARIESi x-1/4"/FOOT SEE COMPACTION NOTE #3 BARS @ 12" O.C.E.W. OR -� \— 28 -DAY CONCRETE #4 BARS @ 18 O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE 4' CONCRETE SIDEWALK RESIDENTIAL CONCRETE SIDEWALK GENERAL NOTES ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. SW2-01 DRAWN BY: A* DATE: 04-07-03 SCALE: N T S APPROVED: W. P. K. FIGURE: SW2 SHEET 2 OF 2 r. r DRAWN BY: A* DATE: 04-07-03 SCALE: N T S APPROVED: W. P. K. FIGURE: SW2 SHEET 2 OF 2