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HomeMy WebLinkAboutDrawingsJOINT •"•"' `- MU5I tit LUNG tNVUGH IV GVVtK Z" o- -- - -- ----------- - --"" - OF DOWEL AND HAVE STOP SO END OF SECTIONAA CAP IS .1" FROM END OF BAR. i•E 3.. RISE SLOPING TOWARD EXISTING BASE MW. DRIVEWAY APRON SHALL BE 308 N. Bryan Ave. INTERSECTION T T r SIDET T ALKEXPANSIOA & CONSTRUCTIONJOIIT T � .. 6 (28 -DAY CONCRETE Bryan, T 77803 STRENGTH - 4000 psi) W/ 4 # ( P (979)821-2635 DEFORMED TIE BAR BARS Q 18" O.C.E.W.;ASPHAL7 APRONS & F (979)775-8224 X 18" O.C. ' W/O CURB GUTTER NOTES- .#4 FOR TYING NEW HOPENwww.arkitex.com SHALL BE ALLOWED ON SAWED OR FORMED. CONCRETE TO EXISTING. ` DITCHED STREET SECTIONS (' 1/8' TO 3/16" SEAL WITH EXPANSION 1. SIDEWALK PLACEMENT SHALL BE IN - CONCRETE PAVEMENT ONLY. . JOINT MATERIAL, MIN: ACCORDANCE WITH 6/C5 UNIFIED ONLY 3/8" R DESIGN GUIDELINES. 2. FINISH. LIGHT BROOM FINISH. JOINTS SECTIOATAA— TO BE TOOLED 1" DEEP AT . AN , 7 7M INTrOX/Al Gnllel Tn TUG clnrWAI W.� Clu IV S: L_zterin for street name, the Secondary suffix and block SIDEWALK EXPANSION & CONSTRUCTIONJOINT g '' -� number shall be Clearvlew Font, NOTES s ., 3 6, Street name signs shalt be at least 18 -inches in width but no more the 48 -inches, w _ 0 PA T H �. 1. SIDEWALK L PLACEMENT SHALL BE IN i abbreviations o i 7 -The foil wng abbreviations shall be us..d for all sufFlx -I-J ACCORDANCE WITH B/CS UNIFIED SAWED 0R FORMED. abbrevia ;ions: - : 1/8 TO 3/16 SEAL WITH EXPANSION DESIGN GUIDELINES. - 4 ' - Ale ALLEY -Lane LN 0 JOINT MATERIAL, MIN. 2. FINISH: LIGHT BROOM FINISH. JOINTS _. Y R TO BE TOOLED 1 DEEP AT AN A enue - 3/8 _AVE hoar -�nUP. �'' Variable Width B ulevard BLVD "Parkway, -PKWY _o "i INTERVAL EQUAL TO THE SIDEWALK G cle CR Pike -PIKE _ N WIDTH. EXPANSION JOINTS 60 O.C.' C linty Road. CIR : Place , L CONTRACTION JOINTS 0 4 O.C. Curt CT Plaza -PLZ 4., Cc ve - - RD 0 3. DOWEL IN AND TIE TO ANY CONCRETE _ - m Driv-DR Square -SQ STRUCTURE ADJACENTTO SIDEWALK N ExpresswY -EXPWY Street -STST -FRWY Terrace -TE R. R+;O O FreewaY(DRIVEWAY, INLET BOX, CURB, U T JUNCTION BOX ETC.) WITH • x 1 .. Height . -HT Tot(way -TWY SIDE T T ALK CONTRA CTION JOINT 3 2 (n BARS `Q 12 O.C. OR •4 x l AR N Highway -HWY Trace -TRACE /1 2 BARS a s c us 3500, Q' 18 O.C. Hill -HILL Trail -TRAIL CU u> - aC Junction -JCT Way =WAY 00 4 COMPACTION- COMPACTED .COM AC ON: COM AC ED SUBGRADE s a 8, Cardinal :directions should not. be used as the primary street MATERIAL COMPACTED TO A DENSITY 2 z I- ----- p Y O _ 00 AT LEAST 98% OF MAXIMUM DRY name. If d cardinal direction is used It shall succeed the I: DENSITY AS DETERMINED BY D priMary Warne ce,g;. Cl�RLL LANE' NORTH). CU N I PROCTOR COMPACTION TEST ASTM -0" MIN. - the following abbreviations shall apptyi3' v I, •' D698 (STANDARD) AND SHALL BE 5 0 VARIES I 0-4% VIET OF THE OPTIMUMELst -E South -S � MOISTURE CONTENT North -N Southeast -SE (� E- 27 MAX.. Northeast -NE: Southwest -SW / / •--' / 5. A MINIUM CLEAR PEDESTRIAN WIDTH _ S eciflCalloYt 1lraGVlnC foY Public StY'eC't'Na1iE' Sign Ngrthwest -NW West -W M p J 9: AS DEFINED BY TA5 AND ADA SHALL Variable x 9" for str�ee b interseCtinc. ma 'or or "minor arterial - o .. •., BE PROVIDED FOR ENTIRE LENGTH F a 9: Street Warne signs) shalt be mounted on a 2 3/8" (O,D> brown •': • `:....' SEE NOTE 4 E E LENG 0 Variable x : 6 r or all other in tersections'. pole us; SIDEWALK. �9 Post cap and sign tee: 10. Street inane sign poles located within the Texas Department ReV1510nS of Transportation Ri ht-of-Wa shall `be intatted usin a _ � P 9 Y � Texas Universal Trian t ti t i t T Number Date Background Green Type III or IV ReFlective SheetingTriangle slip base system accord ng o xDOT t •3 BARS Q 12 O.C.E.W. OR 28 -DAY CONCRETE Standards SMD (SLIP) 1-02 or most current version, Street „ _ Letters- White T e- III or IV Reflective She .I 94 BARS Q 18 O.C.E.W. STRENGTH= 3000 psi yP g name sign poles located within the City ROW shall be Installed _ - (4" THICK MIN.) using the. Wedge Anchor System according to T XDD.T standards 22 01 27 11 j, SMD(TWT)-02:.or most .current version. An approved equal may SEE FINISH NOTE Y be subs titu`ted far the Wedge Anchor system. - . j ALONG LOCAL STREETS SIGN STANDARD 5' CONCRETE SIDEWALK CITY OF COLLEGE STATION'. DEPT. OF PUBLIC .WORKS - TRAFFIC EN.GINEEP.ING" PUBLIC STREET 'NAME -SIGN Project 1006 December 15, 2010 City o11 College Station August 2007 ._ - .. - _ - REVISIONS 08/03/04 .. - DATE DESIGNED. -DRAWN CHECKED GATE DETAIL' NO. y .. 09/11/02 B/CS UNIFIED CITY OF COLIEGE STATION CrrY OF BRYiiN JAN.2009 a /t 4 r 08/14/07 TR EJtd STANDARD DETAIL SWI -02A NOTES 1 Ctrna+ Alnme• Wnv RI -6 k6—k— 11"In IS HC Ramp Detail Table Ramp No. Dimensions - Elevations A B 0 D E F G tl 2 6'-6" 1'-8" . 5'-7". 6'-0" 340.41 340.36 340.34 340.28 3 1'-9" 6'-9" 5'-7" 6'-0" 340.06 340.18 339.78 339.89 5 0'-10" 0'-11" 5'-9" 6'-0" 346.09 346.14 346.14 346.09 6 0'-1.1" 2'-3' 5'-8" 6'-0" .. ;. 348.20 346.14 346.14 346.20 7 0'-11" 1'-0" 5'-7" 6'-0" 346.08 346.13 346.13 346.08 8 0'-11" 2'-3" 5'-10" 6'-0" 346.07 345.98 346.00 346.07 9 1'-1" 0'-11". 5'-7" 6'-0". 345.93 346.00.345.89 345.93 10 0'-11" 2'-3" 5'-10" 6'-0" 345.94 345.87 345.87 345.94 11 0'-11" 1'-11" 5'-2" 6'-0' 345.92 346.00 345.65 345.60 DIMEMSION DATA PIPE I.D. MIN. LENGTH 12" 4'-9" 15" 6'-5" 18" 8'-0" 24 111-3" 30" 14'-8" 90% OF STD. PROCTOR 95% OF STD. PROCTOR SHALL HAVE 3/4" / INCLUDING INORGANIC CLAYS AND (ASTM D698) 0 0 TO (ASTM D1557) 0 0 TO IV A OR IVB CHAMFER. 4% ABOVE OPT. 4% ABOVE OPT. 12 ENALTY BE a ' 24 " . NYLEX, Vx SEAL JOINT SEAL, M _ Q 0 OR APPROVED DEL VX 50 PIPE II COL ORS. SIGN .. I. I.D. 95% OF STD. PROCTOR INCLUDES VARIOUSLY GRADED (ASTM D698) 0 0 TO , The REINF TO HAVE.. 4% ABOVE.OPT. LEGEND &BORDER BLUE SMALL PERCENTAGES OF FINES. Ar kltex 3 MIN. COVER. ; � •• EQUAL. - RESERVED PARKING •.a BACKGROUND WHITE _ WHITE, SYMBOL ON BLUE BACK GROUND FINE SAND AND CLAYEY GRAVELS, " M TYPICAL BICYCLE RACK „ 6 DOWEL. AT 12 CC. 26 GA. STEEL. OR PVC SLEEVE. MIXTURES, AND GRAVEL -CLAY MIXTURES: SOIL TYPE GM, GC, SM, AND SC ARE INCLUDED .IN THIS CLASS. . TEXAS MANUAL ON UNIFORM TRAFFIC FREE FLOWING MATERIAL WITH NO. z 95% OF STD. PROCTOR 0 HERI PARTICLES LUMPS OR T (ASTM D698) 0 0 TO (ASTM D1557) 0 0 T O LARGER THAN 1/2" DIAMETER WITH 4% ABOVE OPT. 4% ABOVE OPT. A PLASTICITY INDEX OF LESS THAN CONTROL DEVICES (R7-8) y 2-3 8 0 GALV. _�� P, PENALTY SIGN PIPS P(1CT MOISTURE. 15, AND IS RELATIVELY DRY, FREE 9 2 3-3- I h--�1 FROM FROST OR ORGANIC DEBRIS, T 2 .� / .4\ .• AND NON -CORROSIVE. INCLUDES DIMEMSION DATA PIPE I.D. MIN. LENGTH 12" 4'-9" 15" 6'-5" 18" 8'-0" 24 111-3" 30" 14'-8" ITF'ICAL cuKrs a �urta a -u _ v wRo �, . DEPTH �) TO MAINTAIN SLOPE & GUTTER : TRANSITION MIN. TRANSITION " _VARIES TYPICAL CAL CURB 6 TYP. :.: ..:.. .....: LIMITS OF PAYMENT L & GUTTER : • • •. . ..,:.: TYPE 1 TYPE 2 TYPE 3 „ _ - TO 1 MORTAR BED - SHALL COMPLY TO 1 MORTAR BED SHALL COMPLY TO 1 MORTAR BED SHALL COMPLY •' " "' • ' ' APPLICABLE SPECIFICATIONS APPLICABLE SPECIFICATIONS APPLICABLE SPECIFICATIONS ; : ' ,` ''.. ' CEMENT STABILIZED SAND , Side flare (tYP) , Side flare (tYP) ' , 6" MIN.. 1:10 — 5 1:10 1:12 — 5 1.12 4 OR 6 y DEPTH VARIES - c -- ----- -- - `-1 - MIN. SIDEW LK (TYP. 0 - 6) %: MAX MIN. I . 6". MIN. � .. RCP, HDPE, OR FRCP , 3 Bars „ 70C.SE BACKFILL4 "# 43 Bars ® 4 18 O.C.E.W. " SAND 18 ..W. 2 SAND 18" 0.C.E.W. 2" SAND PREPARED :. 2 SUBGRADE CUSHION CUSHION CUSHION SECTION C—C SECTION A—A SECTION 6-B — „ FIRM UNDISTURBED SOIL - IF SOIL PIPE O.D. + 16 MIN. 8 „ NOTES: IS UNSTABLE, EXCAVATE UNSTABLE PIPE O.D. + 24 MAX. -� „ „ 2 � 1: � RAMP. SURFACES SHALL COMPLY WITH TAS REQUIREMENTS. � SOIL AS DIRECTED BY THE / ENGINEER. 2. RAMPS SHALL BE BROOM FINISHED WITH TEXTURE SHOWN. OCOOO CC. 4"4. RAMPS SHALL BE DOWELED INTO CURB WITH #4 SMOOTH DOWELS AT 12 " `I4. R EINFORCEMENT SIZE AND SPACING SHALL BE THE SAME AS SIDEWALK. 2 3 8" CONTRASTING VISUALLY WITH ADJOINING / 5. RAMPED PORTION OF RAMP SHALL BE O O O LIGHT -ON -DARK OR DARK -ON -LIGHT). O SURFACES LE. LIGHT ON 1NOTES: TE 6. FURNISH DETECTABLE WARNING PAVER .UNITS MEETING ALL REQUIREMENTS OF 1. SES. SHALL BE IN ACCORDANCE WITH ASTM D2321.- ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR MATERIAL CLAS 2. SEE "COMPACTIONAND TESTINGREQUIREMENTS FOR BACKFILL MATERIALS" TABLE IN AS DIRECTED. . . CONSTRUCTION STANDARD DETAILS. 7. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT DETECTABLE WARNING PAVER LEAST 25% OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. TYPICAL TRENCH DETAIL FOR STANDARD SIDEWALK RAMP DETAILS STORM SEWER N.T.S. NTS COMPACTION AND TESTING REQUIREMENTS FOR BACKFILL MATERIALS CLASS OF MATERIAL GENERAL DESCRIPTION OF i NO ES. MATERIALS NON-STRUCTURAL STRUCTURAL - ./ 1. ALL EXPOSED EDGES � 90% OF STD. PROCTOR 95% OF STD. PROCTOR SHALL HAVE 3/4" / INCLUDING INORGANIC CLAYS AND (ASTM D698) 0 0 TO (ASTM D1557) 0 0 TO IV A OR IVB CHAMFER. 4% ABOVE OPT. 4% ABOVE OPT. i 2.- ALL REBAR SHALL BE a ' SOIL TYPES MH, ML, CH AND CL GRADE 60. PIPE II COARSE SANDS AND GRAVELS, .. I. I.D. 95% OF STD. PROCTOR INCLUDES VARIOUSLY GRADED (ASTM D698) 0 0 TO (ASTM D1557) 0 0 TO The REINF TO HAVE.. 4% ABOVE.OPT. SMALL PERCENTAGES OF FINES. Ar kltex 3 MIN. COVER. ; � •• ARE INCLUDED IN CLASS. •.a i �t� irlin I'nr ITF'ICAL cuKrs a �urta a -u _ v wRo �, . DEPTH �) TO MAINTAIN SLOPE & GUTTER : TRANSITION MIN. TRANSITION " _VARIES TYPICAL CAL CURB 6 TYP. :.: ..:.. .....: LIMITS OF PAYMENT L & GUTTER : • • •. . ..,:.: TYPE 1 TYPE 2 TYPE 3 „ _ - TO 1 MORTAR BED - SHALL COMPLY TO 1 MORTAR BED SHALL COMPLY TO 1 MORTAR BED SHALL COMPLY •' " "' • ' ' APPLICABLE SPECIFICATIONS APPLICABLE SPECIFICATIONS APPLICABLE SPECIFICATIONS ; : ' ,` ''.. ' CEMENT STABILIZED SAND , Side flare (tYP) , Side flare (tYP) ' , 6" MIN.. 1:10 — 5 1:10 1:12 — 5 1.12 4 OR 6 y DEPTH VARIES - c -- ----- -- - `-1 - MIN. SIDEW LK (TYP. 0 - 6) %: MAX MIN. I . 6". MIN. � .. RCP, HDPE, OR FRCP , 3 Bars „ 70C.SE BACKFILL4 "# 43 Bars ® 4 18 O.C.E.W. " SAND 18 ..W. 2 SAND 18" 0.C.E.W. 2" SAND PREPARED :. 2 SUBGRADE CUSHION CUSHION CUSHION SECTION C—C SECTION A—A SECTION 6-B — „ FIRM UNDISTURBED SOIL - IF SOIL PIPE O.D. + 16 MIN. 8 „ NOTES: IS UNSTABLE, EXCAVATE UNSTABLE PIPE O.D. + 24 MAX. -� „ „ 2 � 1: � RAMP. SURFACES SHALL COMPLY WITH TAS REQUIREMENTS. � SOIL AS DIRECTED BY THE / ENGINEER. 2. RAMPS SHALL BE BROOM FINISHED WITH TEXTURE SHOWN. OCOOO CC. 4"4. RAMPS SHALL BE DOWELED INTO CURB WITH #4 SMOOTH DOWELS AT 12 " `I4. R EINFORCEMENT SIZE AND SPACING SHALL BE THE SAME AS SIDEWALK. 2 3 8" CONTRASTING VISUALLY WITH ADJOINING / 5. RAMPED PORTION OF RAMP SHALL BE O O O LIGHT -ON -DARK OR DARK -ON -LIGHT). O SURFACES LE. LIGHT ON 1NOTES: TE 6. FURNISH DETECTABLE WARNING PAVER .UNITS MEETING ALL REQUIREMENTS OF 1. SES. SHALL BE IN ACCORDANCE WITH ASTM D2321.- ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR MATERIAL CLAS 2. SEE "COMPACTIONAND TESTINGREQUIREMENTS FOR BACKFILL MATERIALS" TABLE IN AS DIRECTED. . . CONSTRUCTION STANDARD DETAILS. 7. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT DETECTABLE WARNING PAVER LEAST 25% OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. TYPICAL TRENCH DETAIL FOR STANDARD SIDEWALK RAMP DETAILS STORM SEWER N.T.S. NTS COMPACTION AND TESTING REQUIREMENTS FOR BACKFILL MATERIALS CLASS OF MATERIAL GENERAL DESCRIPTION OF AS PER ASTM D2321 MATERIALS NON-STRUCTURAL STRUCTURAL AREA AREA SILTS, SILTY CLAY AND CLAYS, 90% OF STD. PROCTOR 95% OF STD. PROCTOR INCLUDING INORGANIC CLAYS AND (ASTM D698) 0 0 TO (ASTM D1557) 0 0 TO IV A OR IVB SILTS OF MEDIUM TO HIGH 4% ABOVE OPT. 4% ABOVE OPT. PLASTICITY AND LIQUID LIMITS. MOISTURE. MOISTURE. SOIL TYPES MH, ML, CH AND CL ARE INCLUDED IN ;THIS CLASS II COARSE SANDS AND GRAVELS, 95% OF STD. PROCTOR 95% OF STD. PROCTOR INCLUDES VARIOUSLY GRADED (ASTM D698) 0 0 TO (ASTM D1557) 0 0 TO SANDS AND GRAVELS CONTAINING 4% ABOVE OPT. 4% ABOVE.OPT. SMALL PERCENTAGES OF FINES. MOISTURE.. MOISTURE. SOIL TYPE GW, GP, SW AND SP (,THIS ARE INCLUDED IN CLASS. III FINE SAND AND CLAYEY GRAVELS, " INCLUDES FINE SANDS, SAND -CLAY MIXTURES, AND GRAVEL -CLAY MIXTURES: SOIL TYPE GM, GC, SM, AND SC ARE INCLUDED .IN THIS CLASS. SELECT MATERIAL FREE FLOWING MATERIAL WITH NO. 95% OF STD. PROCTOR 95% OF STD. PROCTOR 0 HERI PARTICLES LUMPS OR T (ASTM D698) 0 0 TO (ASTM D1557) 0 0 T O LARGER THAN 1/2" DIAMETER WITH 4% ABOVE OPT. 4% ABOVE OPT. A PLASTICITY INDEX OF LESS THAN MOISTURE. MOISTURE. 15, AND IS RELATIVELY DRY, FREE FROM FROST OR ORGANIC DEBRIS, AND NON -CORROSIVE. INCLUDES GRAVELS, SANDS, (TRENCH TAILINGS, OR SIMILAR : CSS 1-12 SACK CEMENT / � COMPACTED BY TAMPING, VIBRATION, OR COMPACTED BY TAMPING, VIBRATION, OR (CEMENT STABILIZED SAND) STABILIZED SAND. JETTING AS JETTING AS APPROPRIATE. APPROPRIATE. TESTING REQUIREMENTS ONE TEST PER 200' OF TRENCH PER 2' OF FILL. V ! 00 cul N V s LL I Revisions Number j Date I �I 'i Project 1006 December 15, 2010 i ri OF 11 SHEETS i I GENERAL NOT F . ES OR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE = . WARNING5. DETECTABLE WARNING SURFACES - SHALL 8E TRUNCATED DOMES COMPLYING WITH SECTION IN DEPTH IN THE DIRECTION 4.29 OF THE TEXAS ACCESSIBILITYOF PEDESTRIAN TRAVEL, AND EXTEND THE (TAS). THE SURFACE MUST CONTRAST VISUALLY HE CURB RAMP OR LANDING WITH ADJOINING SURFACES, INCLUDING SIDE WHERE THE PEDESTRIAN ACCESS ROUTE FLARES. FURNISH DARK BROWN OR DARK RED . ENTERS THE STREET. DETECTABLE WARNING SURFACE ADJACENT TO 6. UNCOLORED CONCRETE, UNLESS SPECIFIED DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT ELSEWHERE IN THE PLANS. THE EDGE NEAREST THE CURB LINE. IS A MINIMUM OF 6" AND A 2. DETECTABLE WARNING SURFACES ES MUS T BE MAXIMUM OF 10" FROM THE EXTENSION OF SUP RESISTANT AND NOT ALLOW WATER I THE FACE OF CURB. DETECTABLE WARNING TO ACCUMULATE. -SURFACES MAY BE CURVED ALONG THE' CORNER 0 NER RADIUS: 3. ALIGN TRUNCATED DOMES IN THE DIRECTION.ENTERING 7 T xDOT MAINTAINS OF PEDESTRIAN TRAVEL .WHEN NS A LIST OF QUALIFIED THE STREET: E D T ECABLE WARNING MATERIALS. 4.SHADEO AREAS E S ON SHEETS 3 AND 4 INDICATE ND CATS THE APPROXIMATE LOCATION FOR THE OETECABLE WARN, . NGRF CE R SU A F A 0 EACH CURB RAMP TYPE. dZ z . X . !- _J O . W > V o a WLandin W a: a: 9 , _ Q. I- o T 0 EECT ABLE WARNING SURFACE (DOMES TO RUN PARALLEL TO PEDESTRIAN ED ES AN TRAY EL) 4" 'Max and d Usuol .•.G.. ... '•O 'f.� a o .a.o :i0 ': :::' :'.' :' .:• 40. O C3 O a. O) O . /.� SID FLARE LAR E O ©O.O:.. .. (TYP) '.c3. .QUO. ©©. o tJ. Ci ©.o.Q.o.o.. I \ � I I . � I I I . . I I � I � I I I I I 11 � � I . I I . I I I I I � ­ . � I � I � I - NOTE USE POLYETHYLENE WRAP OR T E SCHEDULE TES: EQUAL BETWEEN CONCRETE &PLUG TRUST C A VO ,. . TO PREVENT CONCRETE FROM 10 Til I VOLUME 1, t DIA. STARTER HOLES SHALL BE ORI c�,I _` Des a i rr I cc..1 LLED THROUGH STICKING TO P WALL OF EXISTING MANHOLE SPACE . LUG. 4,6,8 5.1 1.5 2.5 0.3 CENTER TO T „ D 3. APART CENTER. AFTER STARTER HOLES HAVE I 0 12 1.3. 11.513.51 0.6 BEEN INSTALLED AND APPROVED Y A PIPE O.D. THE CONTRACT R B CITY INSPECTOR, PLUS 4" C 0 SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL PERIPHERAL BE REMOVED WITH PNEUMATIC HAND TOO "STARTER" t'-0" LS, 0 t ER HOLES . __ 1 W : SEE NOTE 1.) THE N 7- 2. UMBER OF RE AR ..... °d' B DOWELS_. SHALL ALL VARY WITH : ,.. �-o SIZE OF OPENING. REBAR SH o : ALL NOT BE SPACED MORE' a THAN 1 o -THR T 2 CC. - o N W o a 1 EN N C E TION DETAIL a WAT 3. ERT P S 0 H SAL L BE T c� INSTALLED i STRICT T C A °DO WITH MANUFACTURERS. CCORDANCE A :; E S REQUIR1, IEMENTS. 4 CONCRETE .SHALL `BE 3,000 P.S.I. POUR AGAINST - . UNDISTURBED N EARTH M CONCRETE 7L' a' BLQCK L THRUST BLOCK HORIZONTAL 0 ZONTAL THRUST.BLOCK SCHEDULE 'THRUST BLOCK C:, NOT I BE S Z ND E A B C G• v OL M I. tI u U E Q ALL I u u CALCULATIONS u c I L ,ONS .ARE BASED ON INTERNAL PRESSOR F � au (C. .1 OIAM T R , 200 si FOR 4 E 0 2 ANP 0 V EEI EESMALLER TNN R I AfiESE 0 AMETER PIPE. ° 6 8" 5.0 1.5 1.5 0.9 2.7 p•4 1 -0 -" 2. ALL BEARING 90 E NG SURFA CES OF THRUST BLOCKS SHALL BEzi 1' 0 2 6.5 2:5 1 1 5 .2 ..NON -SHRINK , ' P 4. 0 1 LACED AGAIN T i 0 2 C R. S UND ST R U BE D ARTH E 0 R R 0 K C . G R T: OU tTYL 0 1 P) 6 2.0 2.0 8 .5 0.9 t 3. CONCRETE .5 F 0.2 OR BLOCKING SHALL BE 2000 i - 45 psi.7 NEW INVERT ' 3. E t 5 1 2. 0 5 4 2 .5 1 I .2 2. 2 0. 4. DIMENSIONS 5 �.• E SONS MAY BE VARI . . EDA REQUIRED EQUIRED BY FI � � - ` FIELD WHERE �- 1 PIP MANN E OL ANO A I " t 0 D. E CONN T S ORECTED BY THE- ENGINEER. T 6 8 .5 1:5 t,5 0.9 0.8 i EC ION DETAIL E HE VOLUME OF 22.5 0 PLUS 1 " CONCRETE BLOCKING SHALL NOT BE 8 e LESS THAN SHOW H 1 1 ' 2A B N ERE. 0, 2 2 5 1.5 1.2 1 5. WATER 1 0:3 ER MAIN SH .. -_ ALL NOT BE PRESSURIZED ZED UNTIL ALL CONCRETE 6 8 1.0 L5 t.5 0.9 0:4 0.1 BLOCKING HAS REACHED 1500psi. 11.25° . P . 10 12' 1 5 t. i. 5 5 t.2 0.6 O.t wAT R T P E S 0 PIP ECONX MANHOLE ADAPT R E SEAL R .. 0 APPROVED 0 EO E , QUAL t 2 R E D) TH Q R UST BL OCIC D ET ILS S _ REMOVE INVERT AS REQUIRED AND INVERT v N RT F E FOR NEW EW 1 LINE. E NEW INVERT. RT CO SH NN ?I ALL EC ON DETAIL E L T P SEC ION VI OURE W CORET AAI E G NST CONCRET H E S ALL NOT HAV E SMOOTH TRANSITI X1 . � � . I UNDISTURBED B. ON EARTH 2 T EX Y ENO BEYOND 1 INTO D JO NTS N 0 EXITIN INVERT G • REWORK ,INVERT _ .EXISTING N RT E ASREQUIRED. LFB4'E'WD ._ H t 0 i WATER E PIP- ....... .•, E NON -SHRINK ,_ .:: . GROUT -.:. X .:. m X THRUST R T US SYNKO-FLEX PREF R ir; o MEo .. :. PATI a L . S C ADH Iv ES E • • .. WAT 3 REBAR (14 LONG) ERSTOP, OR APPROVED ...+:; EQUAL. SE T I. E NO ) M E 3. y Pi E BEOD EO AN D :. T . �. E OX ED INTO MANN .. ... IAIAIT. ... .. -__ . ___ _ _. OLE I _: _ �I GENERAL NOTES: tl) FINLEY i I STANDARD FIRE HYDRANT DIVIDED EARTH FREE OF .ROCK LUMPS AND CLODS EXCEEDING 6" SHALL ALL BE PLACE BY HAND,, GATE V D COM ACTED AROUND THE CAST IRON PIPE TO A „ VALVE DEPTH OF 12' OVER THE TOP OF THE PIPE BEFORE W/VAI-VE BOX . BACKFILL IS BEGUN BY ANY MECHANICAL EQUIPMENT. (2) ALL CONCRETE BLOCKING SHALL BE 28 DAY AS REQUIRED STRENGTH •' . 2000 psi. 'MIN (3) ALL -.THRUST BLOCKING SHALL PROVIDE A MINIMUM OF I i 2 SQUARE FEET OF BEARI UNDISTURBED NG AREA OF CONCRETE ON BED SOIL,1 ORA S 1 I DIRECTED EC ED BY THE NEIN E E EER _ A S FAN (4) WATER MAINS WILL NOT BE F 1 -REQUIRED LILLY PRESSURIZED SU DUTI ZE UNTIL T CONCRETE H EE OR TAPPI E AS REACHED NG E H CED 7 T DAY L he ST R ENGTH , SL V EE E &VALVE ., (5) ALL PIPE WILL BE LA10 S0 AS THE TI AS REQUIRED I • I HAVE FULL i EN RE BARREL WILL BEARING ON THE FI N E GRADED T BOTTOM. T B T 0 0 M. . Ar BEL H L ki} L ta� OLES H eX S ALL BE CUT FOR EACH $I HYDRANT. ELL ANO FIRE ANCHOR 90* BEND 90 BEN D O . 6 'FIT W - ALL FITTINGS GS H S AL L BE M H EC IStudio, CAL JOINTS UNLES�inc. OTHERWISE DIRECTED. S WATER LINE GAT z I I E VALVE11 I, (7 W/VALVE BQX ,i )HYDRANTS SHALL ALL BE LOCATED OC ED NO CLOS R } MEASURED FR T E THAN 3 FEET r OM H E B A a C K F 0 CURB. TO" THE FACE OF; TH T ii T E S ANOARO S EAMER T L ON H FIR 3 -i E E HYDRANT....:. FI R E HY OR T AN : _ 308 N. B Bryan Ave. I _, rY . + 4 , O _ B an T - X 77 3 • FIRE Bryan, I .HYD r HYD - RA N T L O (� CA TI X' 4 0 2 x 24 x 6" � P //979 8.2.1-2635 I• x 1 ). RF,1lI, AT 1,,'1,,'1)1,,1D C R IG1V AS 11 FhDE/) c� ' ( ONC ETE IF 1 979 775 T ) _ 8224 ' I ,STRENGTH ®2000 psi i. ID D WTIH -4 BAR AROUND WWW.arkitek.com 1.VALVE ALVE BOX. J . o . VALVE BOX PER SPECS. STANDARD Z'IF,YV,1 -11 FIRE HYDRANT, L. I2.. S ; SQUARE AWWA --v- L. I NUT EXT ENS ON WITH FINISHED H S11 . ED RG ADEcTAEN RIE NG COLLAR.:TERMINAT 4' TE 0 '5FROM TOP. OF BOX ;\A� i , M cCLU R E & BROWNE �rrer- 6 .-] ,F. - -in L , E NGIN EE R IN G Y BUR LIN E __ /SURVEYI ; : NG R ,INC. AS EQ D ARIES I, 1008 Woodcreekl Drive . Suite 103 a College a Stat► on 9 Texas . >- &GvA 77845 I I.- 979 693-3838 i co . 6„ T S D.0 6" 0.1, OR C909 PIPE .r TE VALVE I6 MJ. ANCHOR COUPLING SS BOLT CONCRETE P EA GRAVEL FILL L TO t FT. ABOVE.' . . . " . I �w P H EE 0 LE forInterimmil w Only e tertm Re___ __ e. n T hes e do cu me . .e nt 5 have Wj�� TH _ .RUST _..BLOCK been released on "_ ""'^`" " .%U%4 til A5 REQUIRED-"'��^"""`'m vllvl,- ' 12"x12"x4" PRECAST under the authorit of: WITM SETS R IA POUR CONCRE VEER EW S Y AAIO CONCRETE B J. Dale Browne 'Jr. P. G NST UNDISTURBED �P RETAINER GL DS LOCK E., SECTIoIv�� EARTH 1 CONNECTION oR MEGA P.E. No. 81890 DETAIL SECTION VIEW L GS 6'' X t2" GRADELOK The are not to TYPICAL PLACEMENT PLANti�FTr� B.1 Y be used 0 .BLOCK AS DIRE TED _ W/M.J. SPLIT GLANDS for construction u . (ROTATE TO FINAL GRADE) purposes. DETECTABLE WARNING _ OPI70NAL SURFACE ON SLOPING TYPICAL HORIZONTAL RAMP RUN ISSUED FOR REVIEW _ : THRUST BLOCK STAN DARD M - AND � T ANI'IOL - STANDARD FI E coM ENT. DA E T _.. E TI E I N/01R HYDRANT ASSEMBLY CITY B/CS UNIFIED DETAIL N0. DATE_ ►p OF BRYAN 2009 CITY OF t pLLLGt STATION DETAIL N0: r a 7heC Kiat:. r:,:.,s„i<•.� JAN■ y STANDARD DETAIL - C•ITY B/CS UNI _ oaTE SW2 01 OF BRYAN FIED CIT OI COLLEGE S 11 : I' JAN. 2009 Zar A DETAIL NO.. 77,e(cK ,lv..7'1A;s„�:- STANDARD D ITY B/CS UNIFIED T DETAIL W2-00 ON BRYt1N ED Cln OF COLLr,GcSrArl > oA I JAN. 2009 (v DETAIL N0. (*O/ 7z,-cx�7u7 7 ,,.,st..to. STANDARD DETAIL - - . ` CITY of BR B/CS UNIFIED . S 1 03 & k.' JAN Cln OF COLLEGE STA1 ION 77rc lcrdrafr,7c.,xs s�r]d .2009 - STANDA ,D DETAIL - V111- - - - - - - - I 02 I _ . V♦ .� `V A fJ O SELECT NATIV E MATERIAL NOTES nn'' MATERIAL EXCAVATED FROM THE DITCH (WHICH 1 F I W - S REE OF NOTE R' OCKS, LUMPS, CLODS OR DEBRIS 1. B S LARGER THAN T FOR BEDOIN TWO t ) G AND TRENCHING IT G W HIN ,. i N T . NCHES IN THE LARGEST i ALL PAV TYPE G XP i _ _.P 0 E 0 MENSION) COMPA T ED AREAS E ANS ON <JOINTS IN R CED TOA SEE OETaLS FOR Cu B &GUTTER � D MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED, Y OPEN CUT STREETS. • . _ '' ED.B SHALL BE SPACED AT A MAXIMUM DISTANCE OF O „ 1. VALVE EXTENSION T " I. 24 X 4 0 6E USED ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN 2 X 6 PTI 2. 60 APART I ONLY ,ANO AT .ALL RADIUS POINTS P.T. S WHEN TOP OF GATE VALVE OPTIMUM TO 4/. OF OPTIMUM UNDER NON-STRUCTURAL ALL REDOING &INSTALLATION OF PVC AND 28 -DAY ` . - . UAL CONCRETE ''f'� . IS DEEPER THAN F F V -AREAS (Ie...YARDS. PASTURES A .PIPE SHALL BE IN ACCORDANCE TO P '• : 5 FEET FROM EASEMENTS) AND TO C. S. :TYPE B CONTRACTION JOINTS - JO N S IN .CURB & STRENGTH _ 2000 sI FINISHED R i ANSI/ STANDARDS FOR PVC PIP P GRADE. MINIMUM OF 987. OF MAXI E. MUM DENSITY AS DET11 ERMINED NED GUTT R WTIH 4 E SHALL BE SPACED AT A .- D I BAR AROUND MAXIMUM D BY ASTM 0698 (STANDAR AT • D) A MOISTURE CONTENT I ^^♦♦ 2: ALL VALVE OP T W ALL VALVE ERA ING N T I: EN WITHIN 3; -ALL REDOING &INSTALLATION OF I AL E BOX. U OPTIMUM TO -4% OF P DISTANCE OF 10 APART XT L - ._ I E ENSIGNS ARE T 0 TIMUM UNDER. NEW STREET AND DUCTILE IRON .PIPE SHALL BE .IN 0 BE MADE PAVEMENT AREAS.co . I ACCORDANCE TO ANSI/AWWA OF STEEL; SIZED AS NOT I I , . L I � . I L . o Eo, L. C150/A 1 ` ''f'� . EI' 2.50 AND PAINTED WITH TWO V COAT F 0 (2> S 0 METAL PAINT, � B GRANULAR MATERIAL O ER AL I I I O 4 COMPACTION SH ALL BE ATTAINED Y B COPPERHEAD 0 SNAKEPIT TEST _ MO 3. EXT N I , MATERIAL CAL ..TAMPING. EXTENSIONS SHALL BE A MINIMUM E AL SHALL BE BANK RUN RIVER T � T , STATION (LIGHT DUTY) {.� y . X ER SAND WHICH IS FREE OR OF ONE ti) FOOT LONG: , OF DETRI APP ROVED.EQUAL ,: `V N: MENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 5: AL TR �. L ENCHES SHALL BE BACK FI . MATERIAL AN LLED 4. VALVE BOX UDS LOCATED ON �"'� D WHICH, WHEN TESTED BY STANDARD AND TEMPORARY PAVING OR PLANKING '.' _ LABORAT RY PLACED AT TH VALVES T ISOLATE SOLATE FIRE . E END OF EACH - I PP - - " . 0 METHODS, MEET THE FOLLOWING REQUIREMENTS: WORKING -DAY. SUPPRESSION LINES FROM PUBLIC I 0 VIEW WAT - A A ER LINES SHALL ALL BE AMPro i (^D, MAX MUM LIQUID LIMIT USA. LOCK 45 6: •• .. ABLE LID: . SEE OPEN CUT T . O MAXIMUM PLA TI I . DE AILS ST4 00. . S C TY INDEX - ST4 Ot, & ST4 02. 1 - 5 I MAXI _ -+ MUM PERCENT PASSING N0. I 200 SIEVE , IL LM NIM P ., 35 UM ERCENT PA SSING 3/4 SIEVE O -I--7 100 � I . ,.IL L . � 11 . THE : 24 (� E MATERIAL SHALL BE FREE FLOWING AND WHEN T . .1 _4 NOT ADHERE TO FORMA WET, co BALL WHEN PRESSED IN .THE HAND. COPPERHEAD SNAK PIT - .. E TEST (' , N 12 - .. VALVE BOX P R P �/ nn`` 12 STATION (LIGHT DUTY).OR E SECS WITH BOX _ : W i 0 EXTENSION 0 . 1 APPROVED EQUAL SON AS NEEDED . /4 R N . 11 �C CEMENT STABILIZED SAND 11 . " . +..a O 1 `♦/AJ R /a R A � �I II . . .. . I_ I I I +-I I- I LI. I I L �- I L/L L .L I ILI I I I . IL II 11., .;I.L..L -L -I IL1L I1 - .� I I I.I � LLI -I I L L II .. I I I ,. � I II I LL I LI L I .I II . I. � L 1I I . . , I _�L IL II I II I. I 4I LI . ...I.I.L. II I �. I7LI L : L I -I I1 IL1 II - � ORIGINAL GROUND IN e a FUTURE STREET AREA 00 4 r 0CII - r - iii // // iii a . ,5 00 ii .\ ' 4 N 2 10 - V CCS �4 R - 2 S UAR ,, v . 1 - SQURAWWA NUT . � 1 / 1 .. EXTENSION WITH .. o , .. 2 a , 6 n''( ......:...:.,:.... V CENTERIN '. A , p . ? . G COLLAR. SELECT MAT I o - .. ER AL ,- V TR 12 MIN. O o a V E M NATE 4 TO 5 4 .I7I . ,7 .. I7M. .\L\,L*�.7aZ77.-.. .- IL -,\-II-N,--%L-/7//I I L I a V - - F r 4 ROM TOP OF BOX: V I CEMENT . • . ..::.. © E STABILIZED SAND - 12" MIN. AWWA C900 . T PRESSURE PIP S D. GATE VALVE E I B W/STAINLESS : , O tMANUALLY # 4 . �� BARS CONTINUOUS STEEL BOLTS.*CONSOLIDATE .. •,. t . , AN :.: D 3 CLEAR TYP .:... AT OPTIMUM �:.,. 6 BELOW ::.. I Revisions . MOISTURE) t4 0.' INSULATED PIPE BELL COPPER TRACER O.D. Number Date WIRE W/ ALL PVC OR _ .� P I 0.. PIPE ,. 6 BELOW. S L CES MADE USING PIP APPROVED WAT UND STUR .... . E BELL ER I PIPE BED SOIL _ O,D, TIGHT CONNECT R _ _J I 0 S 1�-: _ I 0.0. . I PIPE IE O.D. 6 MIN. / 12 MAX. :, . .-. • 11 PLACE METAL DETECTOR .. 6 MIN./12 MAX. , I � I -fI� I . �I BLOCK AS DIR T OPTI i TAPE AT 12"-18" DEPTH. EC ED. 01� NO. 1 , MIN. DIMENSION APPROX. OI'IlONNO.2 EQUAL TO ONE BA F L. G 0 . SACKRETE B Pro ect 1006 EDDING AND TRENCH 0I 24 LAY DOWN December 15' 2010 FOR DI PIPE & PVC PIPE GUTTER SECTION. GATE VALVE & B S. OX , OATE/,:4 II i � DETAIL N0. � I B/CS UNIFIED DATE :: CITY OF BRYAN Crn c5F CbLLEGL SrAI ION _.. . '. _ Thr. Gaxl7dc, %i•ers Sn/i JAN■ .2009.. - - - •-' , DETAIL ND. - t'� - I. - B/CS UNIFIED DAT .STANDARD DETAIL $2-02 CITE OF Blti:)v Cr17 OF COLLEGLSc� E �'�� ii L (*/IVI-,1,1-1_17 JAN■ 2009 1rION , B/CS UNIFIED DETAIL N0. �'�� 11 I 77,,•c,dui 7 .,Sni•. STANDARD. DETAIL ST1-00- - CITY OF BRYAN - Crls•OFCoLLccES•rn•Ilol� - - 77,•r,K,ufi,7•,.,.,sni: JAN. 2009 STANDARD DETAIL W1-00 . . I ... OF 11 SHEETS I . . 1 SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2" 0 X 18". 12" O.C. (COATED W/HEAVY GREASE) virI — I 4' T TI RECYCLED MATERIAL, 1/2 3 LONG METAL 0RPPLASTIC C CAP THICK AS MANUFACTURED. INSIDE DIAMETER TO 6E 1/16" GREATER BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWELBAR. CAP APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END .OF CAP IS 1" FROM END OF BAR. ! SIDEWALICEXPANSION& CONSTRUCTIONJOI IT NOTES: SAWED OR FORMED, PLACEMENT SHALL BE IN 1/8" TO 3/16" SEAL WITH EXPANSION 1. SIDEWALK JOINT MATERIAL, MIN. ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 3/8.. R _ I 2. FINISH: LIGHT BROOM FINISH. JOINTS �r TO BE TOOLED 1 DEEP AT AN INTERVAL EQUAL. TO THE SIDEWALK 4.. WIDTH. EXPANSION JOINTS 6 60' O.C., CONTRACTION JOINTS a 4' O.C. - 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE j ADJACENT TO SIDEWALK . SIDEWALK CONTRACTIONJOINT (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH •3 x 12" BARS a 12"O.C. OR. •4 x 12" BARS e 18" O.C. 3'-0" MW. i 4. COMPACTION: COMPACTED SUBGRADE 6'-0" VARIES -3 MATERIAL COMPACTED TO A DENSITY - I AT LEAST 98Z OF MAXIMUM DRY ' DENSITY AS DETERMINED BY 2% MAX. I PROCTOR COMPACTION TEST ASTM •-- ' ' ' j D698 (STANDARD) AND SHALL BE •.., 0-4% WET OF THE OPTIMUM MOISTURE CONTENT -• SEE NOTE 4. 5. A MINIMUM ! LEAR PEDESTRIAN WIDTH AS DEFINED! BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF •3 BARS a 12" O.C.E.W. OR 28 -DAY CONCRETE SIDEWALK. •4 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE I ALONG MINOR COLLECTORS AND LARGER I 6' CONCRETE SIDEWALK DATE DETAIL NO. B/CS UNIFIED Cr1z OF BRIAN .IAN. 2009 CITY-OFCbLLI ESTAnON 7r,,6C 1LX-.7r„s.5p*: STANDARD DETAIL .S►V:'�-0281 I i I� li The ip j Studio, !Inc. 308 N. Bryan Ave. Bryan, TX 77803 P (979)821-2635 F (979)775:8224 www.arklte'x.com I� x� MCCLURE & BROWNE ENGINEERING /SURVEYINIG INC. 1008 Woodcreek Drive Suite 103 College Station,11 Texas 77845 (979) 693-38381; i i I For Interim Review Only These documents have ' been released lon December 15, 2010 for the purpose of review and comment l under the authority of: J. Dale Brownie, Jr. P.E., P.E. No. 81890 They are not to be used for .construction purposes. NOTES: AND COMMENT. I td 1 R H T .ALL SUBGRADES SHALL BE STABILIZED. RT / IFI 5. REFE 0 B CS UNIFIED DESIGN GUIDELINE MANUAL FOR. W � 2. FOR SUBGRADES WITH PI 1,0> AND Z PASSING. THE 200 ACCEPTED RIGHT OF' WAY AND PAVEMENT WIDTH. CU - CU 4-a 0 1 ,Cn o U CO D X N I— O N 0 O Do. 00 N " SIEVE > 35%, USE LIME STABILIZATION. - - . 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5. HMAC Revisions Number Date 3. FOR SUBGRADES WITH PI 15( AND 'Z PASSING THE °200" BASE OR 8 CRUSHED LIMESTONE BASE AND STABILIZED I I: o SIEVE < 357, USE PORTLAND CEMENT STABILIZATION,D SUBGRADE W ACCORDANCE B/CS DESIGN .WITH :.THE ..UNIFIED f. m 4. SIDEWALK, PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. WILL BE DETERMINED BY THE ENGINEER. N O to woo =a a N r Z � VARIABLE R-0 -W (SEE NOTE 5) v N � C m�� —VARIABLE / ABLE B C T / T 0 B: C (SEE NOTE 5) az 30ri MR mom 0 . > � 3_ Z SEE 5' CONCRETE " HOT IX ASPHALTIC 2 0 M STD. CURB &GUTTER SEE 4' CONCRETE �■ Z SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL if 3% SLOPE -s LA - r - y o m "4 4 m O LIMIT OF MEASUREMENT 2' MIN. 4" HMAC BASE OR 6 CRUSHED 6" STABILIZED SUBGRADE (98/. STANDARD FOR ROADWAY ASTM D 698 AT A MOISTURE CONTENT BETWEEN O EXCAVATION AND LIMESTONE BASE 0 AND •47 OF OPTIMUM. STABILIZATION (95/. MOD. ASTM -D1557) (LOCAL STREETS) L n 1 cn SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2" 0 X 18". 12" O.C. (COATED W/HEAVY GREASE) virI — I 4' T TI RECYCLED MATERIAL, 1/2 3 LONG METAL 0RPPLASTIC C CAP THICK AS MANUFACTURED. INSIDE DIAMETER TO 6E 1/16" GREATER BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWELBAR. CAP APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END .OF CAP IS 1" FROM END OF BAR. ! SIDEWALICEXPANSION& CONSTRUCTIONJOI IT NOTES: SAWED OR FORMED, PLACEMENT SHALL BE IN 1/8" TO 3/16" SEAL WITH EXPANSION 1. SIDEWALK JOINT MATERIAL, MIN. ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 3/8.. R _ I 2. FINISH: LIGHT BROOM FINISH. JOINTS �r TO BE TOOLED 1 DEEP AT AN INTERVAL EQUAL. TO THE SIDEWALK 4.. WIDTH. EXPANSION JOINTS 6 60' O.C., CONTRACTION JOINTS a 4' O.C. - 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE j ADJACENT TO SIDEWALK . SIDEWALK CONTRACTIONJOINT (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH •3 x 12" BARS a 12"O.C. OR. •4 x 12" BARS e 18" O.C. 3'-0" MW. i 4. COMPACTION: COMPACTED SUBGRADE 6'-0" VARIES -3 MATERIAL COMPACTED TO A DENSITY - I AT LEAST 98Z OF MAXIMUM DRY ' DENSITY AS DETERMINED BY 2% MAX. I PROCTOR COMPACTION TEST ASTM •-- ' ' ' j D698 (STANDARD) AND SHALL BE •.., 0-4% WET OF THE OPTIMUM MOISTURE CONTENT -• SEE NOTE 4. 5. A MINIMUM ! LEAR PEDESTRIAN WIDTH AS DEFINED! BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF •3 BARS a 12" O.C.E.W. OR 28 -DAY CONCRETE SIDEWALK. •4 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE I ALONG MINOR COLLECTORS AND LARGER I 6' CONCRETE SIDEWALK DATE DETAIL NO. B/CS UNIFIED Cr1z OF BRIAN .IAN. 2009 CITY-OFCbLLI ESTAnON 7r,,6C 1LX-.7r„s.5p*: STANDARD DETAIL .S►V:'�-0281 I i I� li The ip Arkit lex Studio, !Inc. 308 N. Bryan Ave. Bryan, TX 77803 P (979)821-2635 F (979)775:8224 www.arklte'x.com I� MCCLURE & BROWNE ENGINEERING /SURVEYINIG INC. 1008 Woodcreek Drive Suite 103 College Station,11 Texas 77845 (979) 693-38381; i i I For Interim Review Only These documents have ' been released lon December 15, 2010 for the purpose of review and comment l under the authority of: J. Dale Brownie, Jr. P.E., P.E. No. 81890 They are not to be used for .construction purposes. ISSUED FOR REVIEW AND COMMENT. I CU W CU - CU 4-a 0 1 ,Cn o U CO D X N I— O N 0 O Do. 00 N v I Revisions Number Date i I I: Project 1006 December 15, 2010 I- II OF1 1 SHEETS I I . XFMR AC - . B D E F G MAX -, ;IV , KVA IncheslncB hes Inches Inches inches Inches inches WEIGHT _ 1'' 9 60 II W PS ,, PS ' :.. 400 WH HEAD ,'41 . COBRA �, 6 \ C . O Single through 24 11 54 70 10 4"9 15 2500 Phase a_�a _ - �h ,, - , /� . r i .SECONDARY PEDESTAL FURNISHED BY CSU 112.5 .' .i : I I I s�ooei. eiovvrw° HOW TO ORDER 1. uF�p-1BR .,IN u.,new.v The evolution of bicycle rack security is and it comes in the shape of a squar The first major breakthrough in bicycle security since the invention of the The Problem: Bicycle theft is on the rise. The Cause: New, light weight, low cost and compact pipe cutters that can effortlessly slice through round Schedule 40 steel pipe in a matter of seconds. The Solution: Square tubing bicycle racks by Creative Pipe, Inc. The new, extra stout .188 wall square tubing versions of our popular ThunderboltT"', TBTM •• 1 •' 1254E ,Y •,..EooFo 1 ff2l It ff Mi 13 9] 1 2 ,3 4 6 6 7 k§ it 123d�6f 99 142E3 1 3 4 c G 7 B 9 I: 1 12 s • Extra stout 2" x 2" ASTM (.188" wall) square structural and mechanical steel tubing that has a thicker wall than traditional 2'6" O.D. Schedule 40 steel pipe. • Pipe cutter proof. • Flat surface provides a greater, more stable point of contact for the bicycle frame than does the rounded surface of traditional round pipe. • Smooth, rounded corners to ensure that rack is bicycle and user friendly. • Available in the same sizes, finishes and mounting options as the traditional TB'Tr Series racks. • Offers all the advantages of the traditional round pipe TBTM series racks with the added advantage of far superior security (please see above). Series, and HammerheadTM, HHT"' Series, racks offer unmatched security and protection against theft and vandalism. Known as the TBSQT" and HHSQTM Series respectively, these racks now employ the same square tubing construction that has made our Lightning BoltT", LRT`t Series, racks so popular. Racks made from square tubing offer far more security and protection against theft than do traditional round pipe racks since square tubing is impervious to the pipe cutters so here, e. bicycle rack itself. often used by thieves to effortlessly slice through round pipe racks. Do your part in the fight against crime... insist on square tubing racks offered exclusively from Creative Pipe, Inc. They are, in a word, revolutionary. NOTE: Please look for the "No Pipe Cutter Icon" throughout the brochure to determine which of our other bicycle rack models can be manufactured from square steel tubing. • Available in eight standard sizes to accommodate 3, 5, 7, 9, 11, 13, 15, or 17 bicycles. (Larger sizes available) • Classic serpentine style rack allows parking of one bike per loop. • Available in standard embedded mount, optional surface flanged mount, or optional freestanding mount. • Standard hot -dipped galvanized finish and optional powder coated or Satin #4 stainless steel finish. • 2 k" O.D. ASTM (.154" wall) Schedule 40 steel pipe construction (TB Series), 1.9" O.D, or 1'd" O.D. ASTM Schedule 40 steel pipe construction (LB SerieSU) • Freestanding models available. MOUNTING OPTIONS (Please see "INSTALLATION SECTION' on page 44 for detailed mounhng options): embedded mount (standard) or flanged stuface mount (optional). Designate "E" for embedded racks or "-F' for flanged racks after the model number. FINISH OPTIONS: Hot -dipped galvanized (standard & recommended); polyester powder coated (optional); thermoplastic powder coat (optional); stainless steel with a #4 satin finish (optional). Designate "-G", ... P", "-T", or "-SS" for galvanized, powder coated, thermoplastic coated, or stainless steel finish respectively after die mounting designation. • MOUNTING OPTIONS (Please see "INSTALLATION SECTION" on page 44 for detailed mounting options): embedded mount (standard) or flanged surface mount (optional). Designate "E" for embedded racks or "-F' forflanged racks after the model number. • FINISH OPTIONS: Hot -dipped galvanized (standard & recommended); polyester powder coated (optional); thermoplastic powder coat (optional); stainless steel with a #4 satin finish (optional). Designate "-G..... P... "-T" or "-SS" for galvanized, powder coated, thermoplastic coated, or stainless steel finish respectively after the mounting designation. NOTE: FREESTANDING MOUNTING OPTION NOW AVAILABLE MODEL# CAPACITY LENGTH TB 3 3 14" TB 5 5 ,,..... 38" TB 7 ,.._ 7 62" TB 9 9 86" TB 11 11 110" TB 13 13 134" TB 15 15 158" TB 17 17 NOTE: LARGER SIZES ALSO AVAILABLF- 182" NOTE: FREESTANDING MOUNTING OPTION NOW AVAILABLE MODEL # CAPACITY LENGTH TBSO 3 3 14" TBS0 5 5 38" TBSQ 7 7 62" TBSQ 9 9 86" TBSQ 11 11 Uft, TBSQ 13 13 134" NOTE: LARGER SIZES ALSO AVAILABLE